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OFFICE USE ONLY: R DATE FILED: v PERMIT# SLC 1801-0002 REVISION FEE: -(9 0 RECEIPT# 80 0 S�( PLANNING &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 �`'' �; i� r:t: '•;rt APPLICATION FOR BUILDING PE S . E;°f:�.? :' `,'s`l �s•� PROJECT INFORMATIONREISION LOCATION/SITE ADDRESS: 9008 Champions Way,Port St.Lucie,FL 34986 DETAILED DESCRIPTION OF PROJECT REVISIONS: b= NN Replacing an additional 12 Windows and 4 Mulls,Size for Size with Impact Products. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CBC1260052 ST.LUCIE CO CERT. #: BUSINESS NAME: Window World of West Palm Beach QUALIFIERS NAME: Mark Collins ADDRESS: 1500 North Florida Mango Road,Suite 16B CITY: West Palm Beach STATE: FL ZIP: 33409 PHONE(DAYTIME): (561)684-2040 FAX: (561)684-2050 OWNER/BUILDER INFORMATION: ¢ NAME: Michael M.Chaves r(i' �j'�{����+i Vii r�I�1�Jrl ADDRESS:8483 SW 83rd Street CITY: Miami STATE: FL ZIP: 33143 PHONE(DAYTIME: (305)781-2367 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9/23/09 Revised 06/30/17 JUN 15 2018 Permitting Department St. Lucie County, FL ` !T ma Property Address: �= _ 9008 Champions Way Port Saint Lucie FL 34986 ; ' ` f ti c� wti 170 Wind Zone Exposure C Mean Roof Height 20 feet y. -"= Zone 4 required DP for 10 square foot opening +40.2/-43.6 Vasd Zone 5 required DP for 10 square foot opening+40.2/ -53.8 Vasd Item # Product Size Quantity FL# Zone DP 1- CWS 8100 50.5 x 60.5 1 16177.1 4 70 2- CWS 8100 35.375 x 60.5 5 16177.1 5 70 3- CWS 8100 34.375 x 80.5 1 16177.1 4 70 4- CWS 8900 122.5 x 95.125 1 10272.1 4 67.50 5- CWS 8200 71 x 60.5 1 16736.1 5 60 *6- CWS 8100 34.25 x 69.25 2 17647.1 4 65 *7- CWS 8100 50.5 x 60.625 1 16177.1 4 70 *8- CWS 8100 35.125 x 48.75 2 16177.1 5 70 *9- CWS 8150 67 x 20.5 1 17387.1 4 60 *10- CWS 8300 34.625 x 17.3125 3 13010.3 5 70 *11- CWS 8100 34.625 x 55.75 3 16177.1 5 70 *12- CWS Mull 34.625 3 9520.3 5 110 *13- CWS Mull 69.25 1 9520.1 4 65 Replace 20 Windows, 4 Mullions, and 1 Door Size For Size with Impact Products. Please see attached footprint for exact product locations within the structure. *Revision to Permit is for the replacement of these products, only. r2' SE ._ 1. L 0 F ST'7 E jV94J'I t9I I,`•i ' 1�T,')' , '• :, . ,� (' ARE THE C�NTRACTOri OF p,'cou ' i � j� � .. y� �, '•��l '1�£1 "���,�� r � 1 L BAS• i 4 0PAH ! �y ,,}�`ry pt 5 +l 22 ST.LUCIE COUNTY BUILDING DIVISION fir ti REVIEWED FOR CO IANCE 1 ; REVIEWED BY DATEr� PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Ifsr�u la Florida Building Code Online &mit- abi A.:.:t�:,a:Y�"�!.y:�.•�rr-:, I p,w. � .ti)3J �k .. � f K �a���� r •SvJ.'yL:IY! "`.+^ldV�r� SCIS Home ( Login User Registration ! Hot Topics f Submit Surcharge a Stats&Fads I Pubticadons ( FBC Staff i SCIS SRe Map # Links Search 4 Flolitla i :°1k Product Approval pr .,�,i USER:Pubitc User Product Aonroval Menu>Product or Agollcatlon Search>$pallcatlon Ust>Application Detail p ) z: FL# FL17647-RI Application Type Revision Code Version 2017 Application Status Approved Comments Archived VIS101V Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue 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 G"��'ri , yi�r >tt ' �l Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala FL 34474 / 't (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner 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 d: Validation Checklist-Hardcopy Received Certificate of Independence FL17647 R1 COI EvalReoort882B.odf Referenced Standard and Yearof Standard)) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 TA 201/202/203 1994 Equivalence of Product Standards Certified By haps:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR9F38JUJ4X8P%2fpCG2n44EaVhMhW%2bDNN4gg%3d%3d 1/2 F . - r 102018 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 10/02/2017 Date Approved 12/12/2017 Summary of Products I FL# Model,Number or Name Description (17647,1 SH-8100 SH-8100 PVC Single Hung Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL17647 R1 11 CWS-9588,Dd Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Patty:Yes Design Pressure: WA Evaluation Reports Other;See installation detail for sizes and DPs.Outer lite I.G. FL17647 RI AE EvaiRer)ort958B.pd to be safety glass when used above 30 ft.In HVHZ.Glass Created by Independent Third Party.,Yes complies to ASTM E1300-04. 17647.2 SH-8100 SH-8100 PVC Single Hung Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17647 111 11 CWS-8825.pdf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turrier 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:Flange only,Max.size 5I-7/8"x 72".Outer lite I.G.to FL17647 RI AE EvalReport882B.0d be safety glass when used above 30 ft.In HVHZ, Glass Created by Independent Third Party:Yes complies to ASTM E 1300-04. Back ilcr.t Contact Us::2601 Blair stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State or Florida,;:Privacy Statement;:Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not went your e-mall 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 8S0.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.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 licensee under Chapter 455,F.S., please click bg_rL, Product Approval Accepts: M WE 99 E� M Credit Card Safe https://floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqvFGYZsjrZFR9F3BJUJ4X8P�/�2fpCG2n44EaVhMhW�/�2bDNN4qg�/�3d�/�3d 2/2 GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC},CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA.FLORIDA 34474 3r IN ASTM E 1996 PER THE FEC. WWW.CWS.Cc MAX OA.FLANGE WIDTH 36 374' 2.GLAZING OPTIONS-(SEE SHEET 2) MAX UNIT WIDTH 3.CONFIGURATIONS:'= 8100 PVC G 319116* SINGLE HUNG LASS OLD 4.DESIGN PRESSURE RATING* IMPACT A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-0401109. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 0)uj 0 ci ASTM E-1300-04e01109. a UJ < a Z w_j Cl t:z w w ?=0z =0z Z--t= S.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED 9 <to�itow3:C0 IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR LL I_w 13:M T Z ZXM<mwoo ?r DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD a OI__O .< cc MAX OA 13 8 ANCHOR CALCULATIONS. U owl--C. iEwla. FLANGE 0 z 3 Z t-=)m HEIGHT 2 000 --,0— ZL)U)zo L) 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT < P: �LNO -z 11 313Ar REQUIRED. >. <:9_:OujHo— GLASS DLO cc 02 I '*��. 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0 0 LL,W 0 w mz7uNrr USED AT FIXED MEETING RAIL AND JAMB. R LL Lo . 011ow HEIGHT IF g, WODW W 1.-0 IL x 2 c ir 8.SERIES/MODEL DESIGNATION SH 8100. ul 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X-OPERABLE SASH.0-FIXED SASH 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR 4-1 LOCATION. 58201 D 6 34 5/6' 11.WEEP SLOTS 114*x IAA LOCATED 4'FROM BOTH ENDS. MAX SASH HEIGHT 313/0 -A' STATE OF 0% * GLASS DLO ;0.'�4.0 Ft I SS . ........ . Ct 1 LucasTurne r C A A 2017-09-22 2816/16' 14:09-04:00 912=017 GLASS DLO 32 1W LUCAS A.TURNER,P.E. MAX SASH WIDTH FL PE 11158201 1239 JABARA AVE. NORTH PORT,FL 34208 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS FRAME DESIGN PRESSURE ELEVATIONS N BYDHA .- INA T GENERAL NOTES&ELEVATIONS.....I MAX.UNIT SIZE IMPACT RATING GLAZING DETAILS-___... 2 TYPE RATING EMK 09/18114 SECTION VIEWS&ALT.FRAME___..3 FLANGE70 PSF DWG 0: REV.: EXTRUSIONS&B.O.M_................»...A 35-3/4"x 70-3/4" LARGE MISSILE IMPACT CWS-958 B ANCHOR SCHEDULE& OTES.........5 FIN 65 PS�F SCALE: --iiHEET INSTALLATION DETAILS 6 1:15 1 OF WINDOW SYSTFMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT a i Z. QZ3 I= owo 0 w wu WrKw 7/6'OVERALL INSULATED GLASS 718'OVERALL INSULATED GLASS m F¢-W Z OF:3 T ZXm WLuO0 118'ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED U O y_O V Qa H y w 712'AIRSPACE 112'AIRSPACE Zp(9=) V 5176'LAMINATED GLASS S1tS'LAMINATED GLASS Z D_2 O O fl_Z i/8'ANNEALED 118'ANNEALED >< x }j Q g w OnD= 3:!2to w .090'PVS INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT Z y 2 O w m H t/8'ANNEALED 718'ANNEALED C) _ w IL w N r a D_ OUANEX DURASEAL QUANEX DURASEAL ,���urr rrar�r < IG SPACER IG SPACER 40 PURFECT GLAZE'M OR SIKAFLEX 552 40 PURFECT GLAZE'H'OR SIKAFLEX 552 ,'Oy?.y�G s ,v t No 56201 ' � art; * •.Mr= 36 1/2'GLASS BITE 6 � ill'GLASS BITE O;. STATE Of 14 t8 18 ��F(O RIOF,•'���r" O 2 4rrrSS�ONAr �`,�� 9 3 .rte 9/2212017 LUCAS A.TURNER,P.E. FIXED LITE SASH LITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE EMK 09/18/14 DWG#: REV.: SETTING BLOCKS PER FBC 2411.3.3.1 CWS-958 B SHEET 1:1 2OF6 Ii *36 INTERIOR 10 31 21 6 7 9992m 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC ,3 8100 PVC 5 SINGLE HUNG o Q IMPACT 3 Q z � <Zµ!0 36 z ENS <I�ZW 32 LL HW3}F--;tax Z Z=m XWOO SECTION VIEW B-8 C O I-O d a x F-a O0�'-z a. NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, z z0 v RIGHT SIDE SHOWS SASH SECTION VIEW. < ¢-o w z0 o o z z 3 ao a oo�TnowvOiw LL O-amh to =rw w Lu 4 D- w d 35 S'___ 1 MTERIOR Jp.;.4�GE FfSF;GQZ r 41 14 40ro. 'cr 'P S STATE OF .4JZ .at+ ,c�OR%OpG�� ONR-j�++++ 36 2 g 9/22/2017 33 44 LUCAS A.TURNER.P.E. a FL PE#58201 a3 1239 JABARA AVE. tNORTH PORT,FL 34288 (y� p 4 PH.941-380-1574 L,t SHEET DESCRIPTION: 13 SECTION VIEWS SECTION VIEW A-A DRAWN Y: DATE: SECTION VIEW C-C EMK 09/18/14 ALTERNATE FIN FRAME DWG 0: REV.: CWS-958 B Ste: SHEET 1:2 3OF6 PARTS LIST FRAME CORNER l7EM PART# DESCRIPTION MATERIAL VENDOR ave �) CONSTRUCTION 1 H-1497 Reinforcement for STR ALUMINUM KEYMARK 3l1 ---1 OW ST MS 2 H-1699 Reinforcement for SBR ALUMINUM KEYMARK jjP t9oo sw 44TH AVE. 3 H-1836 Alum.Fixed Meet Rai! ALUMINUM KEYMARK WWw.OCALAFLORIDA 34474 www.Cws.cC 4 H-6048 Main Frame,Fin,Single Hung PVC MIKRON 7f16, 3r4• 39PLVP 5 H-6049 Frame Head,Fig,Single Hung PVC MiKRON - 8100 PVC 6 H-6049 Frame Sit,Fig,Single Hung PVC MIKRON o CORNER WELD SINGLE HUNG 7 H-6049 Frame Jamb,Fig,Single Hung PVC MIKRON i SIDES) 8 H-6050 Sash Top Rail PVC MIKRON IMPACT 9 H-6051 Sash Bottom Rall PVC MIKRON PVC FRAME FLANGE-H6049 PVC FRAME FIN-H6048 0 azo 10 H-6052 Sash Side Rai! PVC M IKRON o o ¢w o r3 Uj 11 P-3029 Screen Pull tab STEEL HURLEY uzi z o z a z tuns ❑ 7C V) Oa�m 12 P-3033 Screen Spring STEEL FLASCREEN 13rts f-—23116 u. w r- z 13 P-3113 Screw Support RUBBER TEAM PLASTIC to 1� 0 0 a,o,3 a w o a 14 P-3218 Screen Frame ALUMINUM FLASCREEN rF 9 e z-�'z z�D t 518• 15/8• �---I 1 SIB' FIXED MEETING RAIL Z O z V U z O O- 15 P-3228 Spline VINYL FOAM DAPA —�I SCREWED TOGETHER wrrH ¢ x O w U 1--tL�O ills* OUTERFRAME } ¢&,. O uJ— 0z 16 P-3321 Screen Comer Key NYLON FLASCREEN uts ills' t:e r z of 17 P-3342 Seam Sealer SCHNEE ¢ a ff ai o w V)w 18 P-3352 Setting Block,85 Dur,1/8 x 518 x 2 RUBBER FRANK LOWS PVC SASH SIDE RAIL-H6052 PVC SASH BTM.RAIL-H6051 PVC SASH TOP RAIL-H6050 E Zia w p W to 19 P-3429 Wstp.,0.270 x 0.187 back FinSeai NYLON ULTRAFAB z F a z�w 20 P-3539 #8 x 3/4'Ph PH TEK STEEL FASTENAL t 1/2" �puuhf� 21 P-3541 #8 x 3l8 Pan Phil Tek STEEL FASTENAL 5W t 511671116• ,`��* OR.... 22 P-3581 Screen Cloth VINYL MER 1 tls 23 P-3752 Hole Plug,1l2• NYLON M&M t Ire- cam; No 58201 A trr 1• 211&- fns• 24 P-3783 Lock,Impact INTERLOCK T---� tris 25 P-4051 #8 x 1 1/4'Ph Fh TEt,WhL STEEL FASTENAL VC SCREEN SUPPORT-56013 REINF.TOPRNL-H-t497 SASHSSOP-5.6025 '0 STATE OF :�7� 26 P-4056 Sash Cam NYLON M&M %^`c�•........ S o R LO F '1 27 P-4069 Keeper,Impact ZAMAC SULLIVAN ALUM.FIXED RAIL-H-1836 o . 28 P-4479 Weep Housing&Flap Assm. PVC M&M NA 29 P-463$ #8 x 2112 Phil Truss SMS STEEL FASTENAL ya �- 114- 1 vs* 30 P-4959 Wstp.,0.420 x 0.187 back I'mSeal NYLON ULTRAFAB 31 S-1498 Relnforcementfor SSR ALUMINUM KEYMARK �~ 1 tsns• 2 tJ2s' X18- 3 33 ,� 32 S-6013 Screen Support PVC MIKRON ins fns �— ins 33 S-6014 Screen Adaptor PVC MIKRON REINF.S,B.RJS,S.R.-5-1498 REINF.BTMRAIL-W1699 PVC GLAZING BEAD-5.8061 PVC SCREEN ADAPTOR-S6014 9/22/2017 34 S-6025 Sash Stop PVC MIKRON LUCAS A.TURNER.,P.E. 35 S-6063 Fixed Rail Cover PVC MIKRON 1 5/16' FL A#RA Al 1239 JABARA AVE. 36 S•6064 Glazing Bead PVC MKRON 045 tlz• ts. n6• NORTH PORT.FL 34288 37 FIXED SEESHEET 2 GLASS CARDINAL s— r t- 3—y 7r — 44 PH.941-360-1574 38 SASH SEE SHEET 2 GLASS CARDINAL j 0 13 SHEET DESCRIPTION: 7 5116• 39 Block&Tackle Balance STEEL BSI arts ALUM.FRAME HOOK-3-1577 BOM AND EXTRUSIONS 40 Purfect Glaze"H"or Sikdex 552 SILICONE HENKEL/SIKA SCREW SUPPORT-P-3113 41 #10 x 2°Pan Phil sms STEEL FASTENAL f---I-slte sets- Ila• DRAWN ev: DATE: 42 P-4657 #8 x 11/2'Phil FlatTEK STEEL FASTENAL c FIXED rvuL COVER S-60634$ EMK .9118!14 1 DWG t: REV.: 43 S-1112 Reinforcement,Hook ALUMINUM KEYMARK ills CWS-958 H 44 S-1577 Frame Hook ALUM iNUM KEYMARK ALUM.REINF.HOOK-5-1112 s SHEET 1:2 40FG i WIN EMs 4'MAX.(TYP.) 8'MAX O.C.(TYP.) 1900 SW 44TH AVE OCAL6"MAX.(fYP.) IEE NOTE 2 4-MAX.(rYP.) WWW. FLORIDA 344T4 6"MAX(TYP) EE NOTE 2 W W W.CWS.CC INSTALLATION 8100 PVC ANCHOR(TYP.) i I , SINGLE HUNG s IMPACT MAX O.C. (rYP.j O IMAX.O.C. C o W W o owo p r �•) Z z�i? ao D:t:?w. QN r0R3: I 1 LL Fw3Zrsmx i i �rCvrcav� ! 1 - z zxm<mw00 F-- 4'(TYP•) z 0 z v ai Z O O X INSTALLATION of M yr U Fx z N I ANCHOR{TYP.} 1 I w O,w ur7 p N W I I I I 0 fn 0 wH0aY�Y K� 12 314• F 0. D' K w MAX.O.C. (TYP) -- -- � Pc,SORE4Y�r4�G ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) `.`Gp5.-1OE Ngo 4py�� DP+1-70 PSF DP+1-65 PSF No 59201 :'P% STATE OF ;wW� NOTES: ONAviEN```� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4'.USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET 6, 9122/2017 4_ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. 01 BE PROTECTED TO PREVENT REACTION. FL 1239 A AVE.1239 JABARA A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-386-1574 SHE ESCRIPTIOw 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 TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES T.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY. DArr: EMK 09/18/14 B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE_ DwG M REv- SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-958 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMANVDMA 250(BOX WINDOWS),FMAIAAMAANOMA 300(EXTERIOR DOORS) 1:20 5 OF 6 MIN.EMBEDMENT geempfm TYPiCAt HERO ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHERS MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1 SEE TABLE t SEE TABLE 1 SEE T ERSBLE OCA A, 44TH AVE. 1/4'MAX.SHIM SEE TABLE 1 W W W.CW S.CC FLORIDA 34474 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EMBEDMENT MIN,EDGE DIST. SEE TABLE 1 SEE TABLE 1 PERIMETER SEALANT 8100 PVC BY INSTALLER INSTALLATION ANCHOR SINGLE AND OUT SEE TABLE 1 SINGLE HUNG SEALANT BEHIND SEE TABLEI EMBEDMENT IMPACT FLANGE BY INSTALLER 114'MAX SHIM aQ Z . az0 PERIMETER SEALANT Z W W p 6 0 NOj PERIMETER SEALANT BY INSTALLER w Z O Z D:lz Z F- BYINSTALLER LT'INSIDE AND OUT 0 ¢V)§}O a�m INSIDE AND OUT INSTALLATION ANCHOR Z Z=�d jr W O p SEALANT BEHIND SEETABLE 1 0 01-0 Lj a s F K INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND O i_u))2 Z r U) SEE TABLE 1 FIN BY INSTALLER O t9 O -0 O- ('g� HORIZONTAL SECTION ("01 HORIZONTAL SECTION I,a--{`LL,2 0 O LL z 6 TYPICAL JAMB ANTYPICAL CHORAGE 6 OF- HEAD AND ISILL SIMILAR FOR FIN INSTALLATION F j O C6 W LLfA1w 0Wto ll7 _s O_jD 0 wIx-of az�N 114'MAX SHIM (Lof r a w a FLANGE BY Y HIND INSTALLER ,��ol OADREW)T&p� PERIMETER SEALANT MIN.EMBEDMENT :w' No 5920771 BY INSTALLER SEE TABLE 1 INSIDE AND OUT �9: STAT>r OF .•�� SUBSTRATE BY OTHERS--/ I .aT••TC O q: SEE TABLE SEE TABLE I -•�----- DIST. ,��4s�+ONA� p���, A VERTICAL SECTION _ S TYPICAL SI LL ANCHORAGE TABLE t APPROVED INSTALLATION FASTENERS {,I 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. 58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"TTW TAPCON 1-112" 1-1/8" FL #RAA PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'!TW TAPCON 1' 2' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' INSIDE AND OUT 1' PH.941-380.1574 r it} HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C•90) 3116'ELCO ULTRACON 1.1/4' 2-1/2' 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16•TTWTAPCON 1318, 718", HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: PATE: R 16 GAUGE(0.060')MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116' EMK 09118/14 -MIN.1/4*FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED WG 4: REV.: FLANGE 1(8"ALUM.{6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-958 B 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112' 7116• SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 nunua ounuing%,00e vnnne l� r. � x "f ' ,ton'sLip iv 1� f BCIS Home I Log In User Registration l Hot Topic Submit Surcharge j Stats&Facts s Publicatlons ! FBC Staff 1' SCIS Site MapLinks i Search E E'�Ofld3 ,g�e u;;��Product Approval USER:Public User Product Aoorovai MOM>Product or Application Search>Application List>Application Detalt FL# FL17387-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived VIS10 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc 'u-,`i..�;j/Jul ii'T m 11' Win 1, TTAI Authorized Signature Kevin Pine +t�lirl ir• •i,„ kpine@cws.cc �91�11'h/n, lI (� Technical Representative Say Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 flathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows r� �:u:�.`.1� Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urlch,PE rs Validation Checklist-Hardcopy Received Certificate of Independence FL17387 R2 COI EvalReoort1032B.g_df Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05/09 2009 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrYyacVPM5GggiDbd8wWUt°/a2f32DPTIGkILZga/o3d%3d 1/2 17 3 9 111 114IZU10 Honda building Code Online Sections from the Code Product Approval Method Method I Option D Date Submitted 09/28/2017 Date Validated 09/2912017 Date Pending FBG Approval 10/04/2017 Date Approved 12/12/2017 Summary of Products # Model,Number or Name Description :173f87.1 PW-8150 Vinyl Fin/Flange Picture PW-8150 Vinyl Fin/Flange Picture Window,Impact,WZ3 Window -climits of Use Installation instructions Approved for use In HVHZ;No FL17387 R2 rl CWS-1032B.pd Approved for use outside HVHZ.Yes Verified By: Lucas A.Turner PE-58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:PW-8150,Max.size 36"x 72",DP+/-60 PSF.Glass FL17387 R2 AE EvalReport1032B.Ddf conforms to ASTM E1300-04. Created by Independent Third Party:Yes 17387.2 PW-8300 Vinyl Fin/Flange Picture PW-8300 Vinyl Fin/Flange Picture Window,Impact,WZ3 I Window Limits of Use Installation Instructions Approved for use In HVHZ:No FL17387 R2 11 CWS-1033B,Ddf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner PE-58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:PW-8300,See Installation Detail for Max, Sizes and FL17387 R2 AE Fstalikenort1033B,12dif DP.Glass conforms to ASTM E1300-04. Created by Independent Third Party:Yes F-7111 El Contact Us::2601 BlaIr Stone Road.Tallahassee FL 32399 Phone,850-487-1824 The State of Florida is an AA/EEO employer.Copyright 207-2013 State of Florida,::Privacy Statement::Arxesslbllltv 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 mall to this entity.instead,contact the office by phone or by traditional mall.If youhave any questions,please contact 8SOA87.1395.'Pursuant to Section 455,275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address It they have one.The emalls provided 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 avallable to the public.To determine if you are a licensee under Chapter 455,F.S., please click hCrg_. Product Approval Accepts: M 99 Fili5i RE M Credit Card Safe hftps./Ifloddabuilding.org/pr/prl_appjtl.aspx?param=wGEVXQwtDqsRyNwINWDrYyacVPMSGqgiDtxt8wWUt`/*2f32DPT]GkILZg`/*3d`/`3d 2/2 PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC).CURRENT W 44TH AVS SFLORIDAF 34474 WWW C EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 1900OCALORIDA E. USE AS DEFINED IN ASTM E 1996 PER THE FBC. NS THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE(HVW)OR IN ASTM E 1996 WIND ZONE 4 AREAS 37 VE 2.GLAZING OPTIONS:{SEE SHEET 3) 8750 PVC FMAX LANGE IDTHALL PICTURE WINDOW FLANGE WIDTH 36' 3 NOT FIGURA ON THOSE SHOWN ON SRAEET 2 PES INCLUDE,BUT ARE IMPACT MAX,UNIT WIDTH 3113116" 4.DESIGN PRESSURE RATING: a a 3 d z$ GLASS DLO -NEGATIVE DESIGN LOADS E-1BASED 00-04 O7 ON. .TESTED PRESSURE AND 2 �J p 01U z p GLASA -POSITIVE DESIGN LOADS BASED ON.TESTED PRESSURE,WATER w z O z a_—t INFILTRATION TEST PRESSURE AND GLASS TABLES a =w'y}O 3�' ASTM E-1300-04e01109. Z O O =O 0 U QwjF gL1-Foo. r S.ANCHORAGE:THE 33 U3%STRESS INCREASE HAS NOT BEEN USED p 2—'N z Z F M to ( I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR ¢ 00 U ai�O O— I I DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD y d z w o=ow z ( I ANCHOR CALCULATIONS. a a 5 p Cd B ( I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT F O n o ;O w m w 73 St4' Nw QJfDf- MAX I 1 I REQUIRED. a D:O 1� OVERALL 1 O w O O..2 ?- FL NG ( 7.ALL FRAMES ARE FULLY WELDED. B 0- CL I S.SERIES I MODEL DESIGNATION PW-8150. puu+rtn+ I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: O=FIXED SASH. 72' V I No 58201 •;� MAX 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR UNIT I ( IGHT LOCATION. * * •*- HEI :cc STATE G'9STATE OF 67 1'3tt6• I 1 I ,�``t$S�ONA1.E�i►``. GLASS I 1 6 - Lucas t4t+nuN++� i I Tumer I ! 6 2017-08-30 I I D 17:08+20:00 I 1 I 6 8/29/2017 I 1 I L ——— — —J LUCAS A.TURNER,P.E. A FL PE#58201 6 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY. DATE: GENERAL NOTES&ELEVATIONS.......I EMK 10/06/14 ARCHITECTURAL SHAPES_........_....-.2 aE SECTION VIEWS&GLAZING...............3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG a: EXTRUSIONS&B.O.M.................__.—A CWS-1032 B ANCHOR SCHEDULE&NOTES...........5 36"x 72" +/-60 PSF LARGE MISSILE IMPACT SCALE SHEET INSTALLATION DETAILS.......................6 1:15 1 OF 6 Vfft WINDOW SYSTEMS 1900 SW 44TH AVE. OCAL&FLORIDA 34474 WwW.cWs.cC; 8150 PVC PICTURE WINDOW IMPACT > W0 FULL ELLIPSE(OVAL} swo OO z U) Z82 WME 0 w R §>-Ox: a il �w mI- z 0 8 X I-0.� - �woo ===I L) FULL CIRCLE 0 z W co as oo:� --no- TOMBSTON TRAPEZOID y -zu,zowo !i-u- 0 z Q rti�Oz 5 0 34:o ce Z�0.2 2 02M a. tu w a. Rr=w 2 IJ2 CIRCLE OCTAGON '%V. STATE OF Ar 'o NOTES: 1.SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 7-THRU FRAME-MASONRY.WOOD OR METAL OPMNG. THRU FIN-WOOD OPENING. 3.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF 8/29/2017 RECTANGULAR WINDOW ON SHEET 1. 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER.P.E. MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5.WITH ANCHOR FL PE#58201 SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.94180-1574 5 09SCRIPTION: ARCHITECTURAL 114 CIRCLE TRIANGLE SHAPES DRAWN Br. 0ATIE. EIVIK 10/06114 DWG#: REV.: CWS-1032 -fCA-LF- ---SHEET 2 OF WINDOW SYSTEMS INTERIOR 1906 SW 44TH AVE. OCAL.A.FLORIDA 34474 WWW.CWS.CC 7 1 1 7 8150 PVC 76 10 PICTURE WINDOW pp IMPACT U a Z 4Z0 QWoa w sZpz ii ¢WT3�OF S'�S 7 0 0 6x1a 5 6 11 71 8 6 U�n�Ua1-•v�0. a? SECTION VIEW B-B o 4 z c3 Tri z a y 3 > ¢QZLLW��O K O:OyU f--zu 718'OVERALL O O m p W 9 w B 3116'ANNEALED Z y 0- O O-)t/)F y W 1 i318'AiR SPAGE Ix a tu 3:nww.� 5116'LAMINATED t0 1 118•ANNEALED .145.DUPONT PVB INTERLAYER :GP:`.\CENSF�,.p'Y v f� No 58201 .'.-P Z 116'ANNEALED - INTERtOR %b' * 'cr:7 %'P y STATE OF 14 1 ' 10 PURFECT GLAZE'M OR SIKAFLEX 552 +i4 ..........1 q �l1aaO 11 11 1Y1'GLASS SITE (� 8/29/2017 4 2 LUCAS A.TURNER,P.E. L� o LFL60 FL PE#58201 1239 JABNORTH AVE. RFL 34288 7 �7 ��OQ PH.941-380-1574 �CSO SHEETOESMPTION. SECTION VIEW A-A SECTION VIEWS AND ALTERNATE FIN FRAME Q GLAZING DETAIL ORAWNBY: GATE: EMK 10/06/14 DWO 9: REV.: CWS-1032 B SCAB SHEET 1:2 3OF6 PARTS LIST ITEM PART# DESCRIPTION VENDOR MATERIAL FRAME CORNER CONSTRUCTION 1 H-6025 SASH STOP MIKRON PVC 2 H-6048 SINGLE HUNG FIN FRAME MIKRON PVC WINDOW SYSTEMS 3 H-6049 SINGLE HUNG FLANGE FRAME HEAD MIKRON PVC 1SDO SW 44TH AVE. 4 H-6049 SINGLE HUNG FLANGE FRAME SILL MIKRON PVC OCALA FLORIDA 34474www.cwS.cC 5 H-6049 SINGLE HUNG FLANGE FRAME LEFTJAMB MIKRON PVC 6 H-6049 SINGLE HUNG FLANGE FRAME RIGHTJAMB MIKRON PVC 7 P-3113 SCREW SUPPORT FOR PVC CORNER WELD(ALL SIDES) 8150 PVC 8 P-3352 SETTING BLOCK 85 DUROMETER 1!8"x 518'x 2'LG. AMESBURY FOAM SCALE 1:6 PICTURE WINDOW 10 P-4648 SIKAFLEX552 OR HENKEL PURFECT GLAZE"H' SRA/HENKEL IMPACT 11 S-6064 GLAZING BEAD(7/8"O.A.LG.) FRANK LOWE RUBBER 12 GLASS SEE SHEET 3 CARDINAL GLASS < z ¢z o LINE ITEMS NOT USED: Z W-90 <w o w g w zoz It-ZI- o aW�Z03�= Z Z= Q R 0 oro ¢=I-W �1cor°p-rrna o z—��zr0� �OU(/J OU— ?w2pOwz X30~--0- 3 718• la- o nl U—Z v7 3 118'— LLV1W ow(nw ?xD- 2 a WF-0 D.D_2Y 3 4 5 6 a F=- d a: �puugrq 2314' 39/76' 1116' 3/16' 75/16' �� 3,DRELy 7176• O ,J4p° G E 14.S G�?•�". 716- No 58201 •'�'PiZ 1/16• 7176' % . STATE OF X117Z a ,0. ..,COR7O PVC FRAME,FLANGE-H-6049 PVC FRAME,FIN-H-6048 PVC GLAZING BEAD-S-6064 PVC FILLER,SASH STOP-S-6025 •,ss ir�r,pNA;rrt��p 3116• 112'Q �r--3' 8/29/2017 T SCREW SUPPORT-P-3113 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT.FL 34288 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DATE: EMK 10/06/14 D O p: REvx CWS-1032 B cnLE: SHEET 1:1 4 OF 6 WINDOW SYSTIEMS 19DO SW 44TH AVE. Ir MAX D.C.(TYP-) 4-MAX(TYP.) 8-MAX D.C.(FYP.) OCALA,FLORIDA 34474 6'MAX(TYP.) FF SEE NOTE 2 4"MAX(TYP.) SEE NOTE 2 WwW.CWS.CC 6'MAX.CrYP.)- F 8150 PVC PICTURE WINDOW IMPACT MAX gyD.C. �: O.G. 0 LUO W'wao INSTALLATION Ctu_3 0 uj 20* z0Z I I ANCHOR(TYP.) R ca 0 a3:Fn MAX D.C. P w (TYP-) —INSTALLATION z zuj 0 0 ANCHOR(TYP.� 0 0 0.< w 0 owi--2 f bio < F:-z u ZOOLLO - z > < Owr=0- z Im- tz' n:ol ca w 0caaCO tu U3 Ronwho .= a. m If a. 14c L.-----— -I REW .... ANCHOR LAYOUT (FLANGE) ANCHOR LAYOUT (FIN) .10 r,F N No 58201 M% 0 STATE OF -W ."' ....V..' NOTES. . 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES,SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE 1/4*. USE SHIMS WHERE SPACE GREATER THAN Ill WIS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/2912017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER.P.E. PE 58201 BE PROTECTED TO PREVENT REACTION. 1239 FL JA#BARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 342813 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 SUCKS,IF USED,INTO SUBSTRATE. SKEET DESCRs TION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD SUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY: DATE'.— EMK 10/06/14 8.WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWO 0: REV-' SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1032 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: _SCA _SHEET FMAIAAMA iOO(FIN WINDOWS),FMAfAAMA 200(FLANGE WINDOWS).FMAlWDMA 2S0(BOX WINDOWS),FMA1AAMAlWDMA 300(EXTEPJOR DOORS) 5OF6 MIN.EMBEDMENT SUBSTRATE BY OTHERS TYPICAL HEAD ANCHORAGE SEE TABLE I SEE TABLE I MIN.EDGE DIST. SUBSTRATE gaumm 1W MAX SHIM SEE TABLE i BY OTHERS 1900 SW 44TH AVE. MIN.EDGE DIST. SEETAB SEE TABLE I V4*MAX.SHIM LEI OCALA FLORIDA 34474 SUBSTRATE BY OTHERS "__7 WWW.CWS.Cc SEE TABLE i MIN.EDGE DIST. PERIMETER SEAL SEE TABLE 1 "IT MIN.EMBEDMENT 8150 PVC INSIDE AND OUTSIDE SEE TABLE I INSTALLATION ANCHOR BY INSTALLER SEE TABLE I MIN.EMBEDMENT PICTURE WINDOW M BEIN ET El /I La/ml I SEE TABLE I IMPACT SEALANT BEHIND 19'MAX SHIM PERIMETER S, " NO 0, FLANGE BY INSTALLER z $' <Z3: awo tu a i PERIMETER S 0 * L INSIDE AND OU IDE <r C'3 III PERIMETER SEALANT BY INSTALLER w zOz cc--I- INSIDE AND OUTSIDE INSTALLATION ANCHOR LL <co c)It BY INSTALLER SEE TABLE I zIrwoo SEALANT BEHIND SEALANT BEHIND 0 0 < FLANGE BY INSTALLER ucoi—0-F_t;a. FIN BY INSTALLER Z-0)Z Z I`_D 0 HORIZONTAL SECTION 2 00=1 --=30- < -zt)'ZOWO TYPICAL FIN ANCHORAGE t'�o rB-\ HORIZONTAL SECTION < OW MO-Z TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z(6 INSTALLATION ANCHOR- 13 H 0 J3 uj LL U) III Z42 SEE TABLE I �w CL �0 to SEALANT UNDER SCREW It= >- HEAD BY INSTALLER jE . it w SEALANT BEHIND 14 q. .......... FLANGE BY INSTALLER 6_8 I I" *MAX SHIM '?.e N4 58201 ' MIN.EMBEDMENT PERIMETER SEALANT r PERIMETER SEALANT SEE TABLE I INSIDE AND OUTSIDE BY INSTALLER INSIDE AND OUTSIDE BY INSTALLER SUBSTRATE BY OTHERS SEE TABLE I MIN.EDGE DIST. SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHORAGE 0 _71 8/29/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER.P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1-112* 1-118* 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116'ITW TAPCON 1. 2' /-D" HORIZONTAL SECTION NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1. -1. S,/ BOX FRAME INSTALLATION PH.941-380-1574 FLANGE GROUT'-FILLED CMU(ASTM C-90) 3116*ELCO ULTRACON I_lw 2-11T HEADAND SILL SIMILAR FOR BOX INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"nW TAPCON 1-318, 7/8' INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XMX SOUTHERN FINE(G=0.55) #10 WOOD SCREW 1-318* 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY., DATE: FLANGE 16 GAUGE(0,060')MIN.STEEL STUD #10.16 HILT!KWIK-FLEX OR ITW FULL THREAD 7116* UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 10/06/14 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.05T MIN.114*FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DA o: Km FLANGE 118'ALUM.(6063-75 M IN.)OR #1D GRADE 5 SELF TAPPING I FULL THREAD 7116, INSIDE AND OUTSIDE,FULL PERIMETER,BY INSTALLER. CWS 1032 B 118-STEEL(33 KS)MIN.) DRILLING SCREW THRU 0.125, PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCAU'.- SHEET FIN 2X MIN.SOUTHERN PINE(G=0.65) 1#8 WOOD SCREW 14/2" 7/16, SHOWN FOR FLANGE WINDOWS. 1:2 6OF6 utwavw riuituu Dunuaig turje Linen acts Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts j Publications i FBC Staff i SCIS Site Map Links Search Florida Wi Product Approval (yzUSER:Public User d t r Product Approval Menu>Product or Application Search>apeagafta=>Application Detail ON FL# FL13010-RS Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Custom Window Systeryis Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc A-� hu Authorized Signature Kevin Pine sE kpine@cws.cc Technical Representative Jay Lathrop ;_i r Address/Phone/Emall 1900 SW 44th Ave ARE Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc ?//mcToj,op III W-1 fl. Quality Assurance Representative Arturo Mantevercle Address/Phone/Ercall 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Fixed V is 0 Compliance MethodAq Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMAIWDMA/CSA 101/l.S.2/A440-05 2005 AAMA/WDMA/CSA 101/l.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By haps://florldabuilding.org/prtpr�_appjtl,aspx?param=wGEVXQwtDqvQEb8FEH6OVrs5wFsWUkbeFoga3237SsZ56leCsOc92Q`/�3d%3d 1/3 tt C� j3D ) Vt3 Gf1Sl'101$ Florida Building Code Online ` Product Approval Method Method 1 Option A Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summary of Products FL# Model,Number or Name Description 13010.1 PW-S1S0 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13QIO PSIY_ AC_CAR 13$-135?. 1f Approved for use outside HVHZ:Yes FL13010— CAP 138-1362.pdf Impact Resistant:Yes FL1301 AC CAR 138-S62.pdf Design Pressure:N/A Quality Assurance Contract Expiration Date Other:PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 detail for DPs.Large Missile Impact.In HVHZ may only be used Installation Instructions up to 30ft above grade.Glass compiles to ASTM E1300-04. FL13010_R5 U_CWS-433D.pd Verified By:Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports L13010_P5 Af_EvalReDort433D.pdf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010_1_ CAC CAR 138-261e2.odf Approved for use outside HVHZ:Yes FF113010 RS_C_C�C_CAR 138-705e2.gdf_ Impact Resistant:Yes FL13010_R5_C„CA,C_CAR 139-706e2. df Design Pressure:+67,5/-67.5 Quality Assurance Contract Expiration Date Other:Large Missile,Dp=+J-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. FL1010 _i�_CW -510C.a�f_ Verified By:Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010_g5_A_E,yalRe o�rt5 D_Qpdf _ Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". -LIaZWuse Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 g5_C_CAACC_CAR 138-25Be2.pdf Approved for use outside HVHZ:Yes FL13010 RS CA_CAS31 8-481e2.g df Impact Resistant:Yes FL13010—RS C_CAC CAR 1,38-482e2.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other:PW-8300,120"x 48",DP= +/-70 psf.Large Missile 04/09/2019 Impact.Glass compiles to ASTM E1300-04. Installation Instructions FL13010CWS-373C.�df Verified By: Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 RS AE Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limits of Use Certification Agency Certificate Approved for use to HVHZ:Yes FL13010_$5�_C f_CAR 1,38-1093.pd Approved for use outside HVHZ:Yes FL13010 R5— _CAR 138-1320.pd Impact Resistant:Yes FL13010_R5 C CAC_CAR 138-250e2.pdf Design Pressure:N/A FL13010_$,5 AC CAR 138-274e2.pd Other:Large Missile Impact,See Installation Drawings for FL13010_AS_C_CAg_CAR 138-457e2.pd Max.size and DP's.Outer lite must be safety glass above 30 ft. FL13010 RS_C_C _CAR 138-4 5e3.pd in HVHZ.Glass complies to ASTM E1300-04. FL1301o_R�"_CrCA _CAR 1 8 534.99 FL1301 _RS_C_CACAC_C_AR 138-730e2.pd 1FL 3010_ _C_CAC_CAR 138-739e2.pd Quality Assurance Contract Expiration Date 04/29/2018 Installation Instructions 1301 _R5_U_CWS-159E.pd Verified By: Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports �L13010 R5_AE_Eva1Reoortl .pdf Created by Independent Third Party:Yes hftps:lifloridabuilding.org/pr/pr�_appjtl.aspx?param=wG EVXQwtDqvQEb8FEH6OVrs5wFsWUkbaFo9a3237SsZ56]eCsOc92Q%3d%3d 2/3 VZOIZU10 i-ionaa tsullaing uoae unilrte " .-77 CL'c:xL Contact Us::2601 Blair Stone Road,Tallahassee Fl,32399 Phone:BSO-487-1824 The State of Florida Is an AA/EEO employer.Qovriy 2007-2013 ate of Florida,::Privaat Statement::AceessibiliN 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 mall to this entity.Instead,contact the office by phone or by traditional mall.if you have any questions,please contact 850.487.1395.-Pursuant to Section 455,275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made avallabte to the public.To determine If you are a licensee under Chapter 455,F.S., please click here:. Product Approval Accepts: 0 ®ME Credit Card Safe. �� • ii��iiii� https://(loddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEbBFEH6OVrs5wFsWUkbeFo9a3237SsZ56ieCsOc92Q%3d%3d 3/3 PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SMEMS K DING CODE(FBC). TO COMPLY WITH THE FLORIDA BUCURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) OCALA.FLORIDA 34474 AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC DEFINED IN ASTM E 1996 PER THE FED. 2.GLAZING OPTIONS:(SEE SHEET 3) 8300 PVC 3.CONFIGURATIONS: W.ARCHITECTURAL,SHAPES INCLUDE.BUT ARE PICTURE WINDOW NOT LIMITED 70,THOSE SHOWN ON SHEET 2. IMPACT 121 114'OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING. -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND 120*MAX UNIT WIDTH GLASS TABLES ASTM E-1300-04991109. z T: <Z?: -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER P aujo V)ul 0 ci < 0 117118'GLASS OLO INFILTRATION TEST PRESSURE AND GLASS TABLES 2 tu-10 z U) w zoz of t: E-1300-04901109. 0 <-3:y - AASTM E-130 :n:7 I IL I-w � my 5ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z Z=M 0�woo ——————— . 0 01,-0 *< w IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR a z- z =1 co 0 w t--0 CL 'w D- 49114' DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD o Oom OVERALL ANCHOR CALCULATIONS. z ZQ(DZ —--—-- < P-u-:EoOtLzo FLANGE 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT §VWHO- 1 HEIGHT I a: (a I-z C6 REQUIRED. On 5. 3Q 2 4V B L,in uj U)0 Ili to ul MAX B 7.ALL FRAMES ARE FULLY WELDED. - O-Jco�- i 0 (L K 3:CL w 0 UNIT CL 0 WP 0 X HE GHT 8.SERIES I MODEL DESIGNATION PW-8300. 9L CL Cc tu L GLASS 8r B 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 0=FIXED SASH. ,,%,s DLO i C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SG fi LOCATION. No 58201 -.111 —————— -- ————— —— a cos Cc z A SV STATE OF •*,40Z i ............. .... LucasTume r 2017-09-22 12:33-04:00 9/22/2017 LUCAS A.TURNER,P.E. FL PE 11158201 1239 JABARA AVE. NORTH PORT.FL 34288 PH.941-380-1574 SHEET DESCRPTIOW. GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS UW=—BY DATE: GENERAL NOTES&ELEVATIONS.......1 ADE 05/05/07 ARCHITECTURAL SHAPES............ 2 TING IMPACT RATING UWG—#- SECTION VIEWS&GLAZING -.. -3 CWS 373 c EXTRUSIONS&B.O.M...........................4**,* MAX.UNIT SIZE DESIGN PRESSURE RA IM ANCHOR SCHEDULE&NOTES............5 .120"X 48" 70 PSF LARGE MISSILE PACT SCAM. SHEET INSTALLATION DETAILS.......................6 1:20 1 OF WINDOW SYSTEMS OCA A,SW L44TH AVE. WWW CWS.CCA 34474 /f 8300 PVC PICTURE WWNDOW IMPACT FULL ELLIPSE("OVAL"1 \ = Z g 'ZO O Z W o© FULL CIRCLE TOMBSTONE p H � p ?"m LL w 0 0�0��i°w 0 Owi-Z0.1-mG. 83 U) Z (Z9Uuj :ti— waiflwto M z , �Oca y 0. =�K w W `a,,aa{eta tl Irl,,, (vi- 1/2 CIRCLE �•' P •RE' r •, Gq .4�c> N0— SFG4y. ,�,�v: No 58204 OCTAGON $,r= TRAPEZOID , STATE OF :4uW SiONA`��a,`a NOTES* 'Y 1.SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 9/22/2017 2.THRU FRAME-MASONRY.WOOD ORMETAL OPENING. LUCAS A.TURNER,P.E. FL PE#58201 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 9239 JABARA AVE. RECTANGULAR WINDOW ON SHEET 1. NORTH PORT.FL 34288 PH.941-3804574 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS SHEET DESCRIPTION; MUST FOLLOW THE LAYOUT SHOWN ON SHEET S.WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. ARCHITECTURAL 114 CIRCLE TRIANGLE SHAPES DRAWN BY; DATE ADE 05/05/07 MGM. REV.; CWS-373 C SCALE. SHEET 1:1 2 OF 6 �� IMERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. 6 6 OCALA.FLORIDA 34474 www.CwS.Cc 8300 PVC 3 PICTURE WINDOW IMPACT V 0 E)WO zw 89 0 zMiE>-OW3:� 13 LL 0 oisodkTRR 0 z 5:S2 1 6 a 4 � 1 01 0,zoo 0 u.(z) 2Wa: 1,- t wH — Z t6 w SECTION VIEW B-B 20 �U)a til w w Lu 1-- 20 0 rr w 0. 12 V OVERALL 4NTERIOR —lW TEMPERED 5/16-AIRSPACE FEZ 7/16"LAMI GLASS r p -•NATE OF —3119*HEAT STRENGTH i,S ...... rrir1 6 .090 SENTRY GLASS IONOPLAST INTERLAYER "Iffiffolk, QUANEX DURASEAL 3116*HEAT STRENGTH 6 IGSPACER < S KAFLEX 552 OR P R ECTG 'H- ;4z S ' I 9rA'02017 10 lir GLASS BITE LUCAS TURNER,P.E. F I FL PE 9 58201 2 1239 JABARA AVE. t NORTH PORT,FL 34288 *I PH.941-380-1574 SECTION VIEW A-A SHEET DESCRIPTION. SECTION VIEWS& GLAZING DETAIL DRAWN FY—.- DATE-' ADE 05105107 Dwo 9.1 Rev-- t SETTING BLOCKS PER FBC 2411.3.3.1 CWS-373 C SCALE: SHEET 1:1.33 3 OF 6 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL Cry ' 1 H-6006B Fr., PW, Main, Head Mikron PVC WINDOW SYSTEMS 2 H 60068 Fr., PW, Main, Siff Mikron PVC 1900 SW 44TH AVE.OCALA.FLORIDA34474 3 H-60068 Fr., PW, Main, L.Jb. Mikron PVC www.CwS.CC 4 H-60068 Fr., PW, Main, R.Jb. Mikron PVC 5 S-6064 Glazing Bead(1"O.A. I.G.) Mikron PVC CORNER WELD(ALL SIDES) 8300 PVC 6 P-3752 Cap Plug, 1/2"Hole M&M Nylon PICTURE WINDOW 7 Purfect Glaze"H", SikaFlex 552 Henkel/Sika Silicone IMPACT 8 P-3352 Set. Blk., 85 Dur., 1/8"x 5/8"x 2"Lg. Frank Lowe Rubber 9 P-3684 PW-8300 Gold Cert. Label,NFRC Tab la- o w o ¢w o o w zijz zk? 10 P-3881 Temporary Lb]. (NFRC/DP) o wr Qvi-> ocr3m 11 P-3613 CWS Lbl.(logo) z z w M¢X 12 GLASS SEE SHEET 3 Cardinal Glass 0 0 o ci a=o w 13 P-3113 Screw Support for PVC Team Plastic Rubber a uvi�'-ZaPwo. o i 5—z 5 v 1---w2ooLLZ < owr - H �� y° Zuj 00�»30Lu ZNw�O.wJ lAF 3118• d 40 d'O2fq wI-0: 1axatCn (L F a ��a O DREve 1 2 3 4 �4y�;.��GENSF GR M114' �+ y No 58201 A- 2 r_ 21/16 1116• 5 0 718' 9=. STATE OF W, 1116• S.° .......... PVC FRAME FLANGE-6006B PVC GLAZING BEAD-6064 r 912212017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 L�tn'-{ 3' PH.941-380-1574 SHEET DESCRIPTION: rO 13 3116•) BOM AND EXTRUSIONS SCREW SUPPORT-3113 DRAWN BY: DATE:ADE 05/05/07 WG O: REV_ CWS-373 C B� SHEET 1:1 4 0F 6 INS SYSTEMSM 1904 SW 44TH AVE, OCALA.FLORIDA 34474 W W W.CWS.CC 6'MAX,(TYP.) 9'MAX.O.C."P.) SEE NOTE2 8300 PVC 6-MAX(TYP.) PICTURE WINDOW I IMPACT I IINSTALLATION a o w a 0)w 0 d 9 ANCHOR(FYP.) w z o Z a L z w MAX 0.C. a ;{ 53 0x$6 (TYP,) "r I 2 Z2�Q�UJ0x CL Pca a. z Ozc-q-- =)CO i=zwcoOOtiO QOI 100wmw - ------ - LLtsw O—Aa}F.- In w�0 (L= >. ANCHOR LAYOUT-(FLANGE) w 3::a r 55201 =v: ?LCz STATE OF .0 #ONA60 ti?���� NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1/4'.USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT.LOAD BEARING SHIMS SHALL BE �9✓� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 22 017 3.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6, A. TU A 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL JA#BARA RAVE.1239 A 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, 34288 PH.941-380-i-1574 SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DA E: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY.1'FOR WOOD AND METAL. ADE 05/05/07 S.WOOD OR MASONRY OPENINGS.BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DW u: REV- SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET.SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-373 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scale SHEET FMA/AAMA10G(FINWINDOWS),FMAfAAMA240(FLANGEWINDOWS),FMNWDMA260(BOXWINDOWS),FM/VAAMA/WDMA300(EXTERIORDOORS) 1:20 5OF6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENTSEE TABLE 1 SUBSTRATE WINDOW SYSTEMS LLfJ BY OTHERS 1900SW44THAVE. MIN.EDGE DIST. 1/4'MAX VPERIMETERSEALANT SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474 WWW.CWS.CC SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE t SEE TABLE 1 8300 PVC IN INSTALLER INSTALLATION ANCHORPICTURE WINDOW INSIDE AND OUT SEE TABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER cr 1/q•MAX SHIM Q z Q ZQ❑WO QWOw w ZOZ K�?�0 I¢.0)3 rO�TALLERZW Q~AND OUT O O p0 UyF-ZdF=U)0- NT BEHIND o z—U Z F pf INSTALLATION ANCHOR FLANGE BY INSTALLER 00=1 U(A 7 U— SEE TABLE 1 F:z 8 1 HORIZONTAL SECTION Q O Q O ? O 8 TYPICAL JAMB ANCHORAGE C WNUiW MWLL pJmZ mp—rly fL 0. n ar�❑ ul a SEALANT A GE BENSTALLER ifd'MAX SHIM `,,��yl xAoRF W i�� ,'ri, ,.��GE NSF•.'Py�'. 'v'• PERIMETER SEALANT N- 58201 -P- ? BY INSTALLER MIN.EMBEDMENT +9) * *¢ INSIDE AND OUT SEE TABLE 1 ^•9 STATE OF 4f: 'p' SUBSTRATE BY OTHERS ��i S 0 R: P G�: SEE TABLE 1 MIN.EDGE DIST. SEE TABLE i SEALANT UNDER SCREW q�VERTICAI SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE z� 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE(2.0 KSI MIN.) 33116'ITW TAPCON 1.112' 1-118• PERIMETER SEALANT 1239 JABARA AVE. BY NSTALLER NORTH PORT,FL 34288 CONCRETE( HOLLOW E(GRDUT-FILLED CMU(117 PCF MIN.) 3116'ITN TAPCON 1' 2' INSIDEAND OUT PH.941-380-1574 2.85 KSI MIN.) 3/16'ELCO ULTRACON 1' 1' HORIZONTAL SECTION GROUT-FILLED CMU(ASTM G90) 3/16'ELCO ULTRACON 1-1/4' 2-1/2' e BOX FRAME INSTALLATION SHEET oESCR P7(DN: TAPCONHEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 3116.1CO ULTRAC 7/8' OR WOO S R EW FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE. DRAWN BY: DATE: 2X MW.SOUTHERN PINE(G=0.55) 910 1 WOOD SCREW 173!8' 718' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 16 GAUGE(0.060')MIN.STEEL STUD !110.16 HILT]KWIK-FLEXOR 17\N Fl1LL THREAD ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILUNG SCREW THRU 0.060' 7116' -MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG a: REV_ US-ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-373 C 1/e•STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125• 7/1G -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS T5TE SHOWN FOR FLANGE WINDOWS. SHEET 1.2 6OF6 }u"MNIM, r R"x •` •,�r; - ,x' •w i T ,"'""' r?ri'^rca t' x � ,"3 §+d+�x': ;' NIP .�i.�.;a`tirnt.<r� �.`..a>,c.+.� ,e ;_� :� - �� � ...�,,,.>#7t� ` ,..- ..�„�a :. . .tE i e' t.-Vit•, ��. �{: BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts i Publicatlons FBC Staff BCIS Site Map Links ' Search Flog ida P Product Approval ;USER:Public User J ." d:Ma tnr-u- � Product Approval Menu>Product or Aoplication-Search>Application List>Application Detail FL# FL9520-R7 Application Type Revision Code Version 2017 R Application Status ApprovedpT 1 f Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws,cc f_ Authorized Signature Kevin Pine kpine@cws.cc 1.rt 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 V11slof Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 41 (352) 368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a 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 07/21/2020 Validated By Steven M. Urich, PE {, Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R7 COI EvalReport836B.pdf Referenced Standard and Year(of Standard) Standard Year AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards 9D Certified By Florida Licensed Professional Engineer or Architect FL9520 R7 Eauiv FL9520 Equivalency_pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval 10/05/2017 Date Approved 12/12/2017 Summary of Products FL#t 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 R7 II CWS-836B.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 and FL9520 R7 AE EvalReport836B.pdf 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, Fin&Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R7 II CWS-837B.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 and FL9520 R7 AE EvalReport837B.pd 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 R7 II CWS-838B.pd 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 and FL9520 R7 AE EvalReport838B.pdf Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions of Use. B.;c4 N.Tt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.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 licensee under Chapter 455,F.S., please click here. Product Approval Accepts: 0 ® e0�:=c1: 4 Credit:Card Safe GENERAL NOTES: 5-1/2" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH (lyy`VINOOW SYSTEMS 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):VERTICAL OR HORIZONTAL. _ ________ - 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 5-11/2" PVC 1 (REFER TO SHEETS 2-3) I MULL BAR // \\\ 4 N THE DESIGN OF THIS PRODUCT.SEE SHEETS 8-9 FOR ANCHOR DETAILS.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED I W INDLOAD IMPACT I \ I DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. J O 1 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTERS IS NOT Q ¢Z O REQUIRED. z W W Oo ¢wF Z W W ZOZ �r_H 1 I 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER 0 ;Fc w§j z 0 If _ DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Z Z=m¢W w O O O 0E-Od<=F.� ANCHOR CLIP ——————---————————————————— ANCHOR CLIP 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT rn m Z �'Cn A 1 1 a APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE Q O O U Z U fi 6 I APPROVAL. } Q—LLL M O 0 Z I I I I I 1 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY ¢ o rp U~z I Q I I C O I I O I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY w 00 w ai 0 w rn w I 1 6 1 1 1 REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, Fx z w w O J rn F I I I I I BUILDING OWNER OR CONTRACTOR. a =0 O wCrfL O FD.= Ww 1 I I 1 I 1 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS D. ~ a of 3 D DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY 1 I I I CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR I I I I I 1 EXTRUDED ALUMINUM. �c� pNORE 1 . l rrr 1 I I I I 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE ��`�p°:'�C E N q•�iQ'ri �/ �/ UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED.AND MULLIONS ARE ANCHORED AS JGt F :2cn 1 X 11 X X I I I SHOWN HERE IN. �: No 58201 :71 I II II I I I I I 1 1 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. A VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. OF , s II IQ IIQ I STATE ur ' 0�. 9 9 8 8 ANCHORCUP LUCAS Turner EXAMPLE HORIZI.VERT.MULLION 2017-09-28 4 FOR SECTION VIEW ONLY 07:14+20:00 9/26/2017 LUCAS A.TURNER,P.E. FL PE#56201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND GENERAL NOTES&ELEVATIONS...............1 ELEVATIONS DP HARTS.................................................2-3 ORAWNBY: DATE: BOM&EXTRUSIONS.....................................4 ADE 09/28/12 EXTRUSIONS.................................................5 SECTION VIEWS............................................fi DWG K: REV.: CONFIGURATIONS&ANCHOR NOTES.......7 CWS-838 B INSTALLATION DETAILS............................8-9 SCALE: SHEET 1:20 1 OF 9 Design Pmsure Chart,PSF,for Non4ntmmted Impact PVC 5 112-Mutton H-1760,wfi603 or 1767 clips.See note below chart for anchorage requirements. TWIN OPENING SIZE(in.) I VERTICAL MULLION l.'.�tyLY117XY1ilNJLl+y ^+' 51 57 63 69 75 81 87 93 99 104 NO 116 122 128 134 140 146 T'5- HORIZONTAL MULLION WINDOW SYSTEMS63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 I r 66 314 110.0 110.0 110.4 110.0 110.0 1ta0 110.0 110.0 110.0 114.0 110.0 110.0 110.0 110.0. 110.0 110.0 110.0 I 1900 SW 44TH AVE. 72 110.0 110.0 110.0 110.0 170.0 710.0 110.0 110.0 109.9 107.5 145.1 103.5 101.6 100.4 99.7 99.3 99.2 N OCALA,FLORIDA 34474 76 110.0 110.0 110.0 110.0 N0.0 110.0 109.0 104.8 101.4 98.9 9&4 94.3 926 91.3 90.3 89.6 $9.2 I to WWW.CWS.CC c 80 110.0 1 t0 0 i 10.0 110.0 110.0 106.3 101.5 97.4 94.0 91.6 89.0 66.9 85.2 Z. 82.5 81.6 81.0 I z Al4 110.4 tt5O Ti0.0 110.0 7053 99.6 95.0 9l0 87.7 65.3 827 80.6 7&8 77.3 76.0 75.0 T4.2 90 110.0 110.tl 109.9 102.4 96.2 91.0 86.6 82.8 79.6 77.3 74.8 72.7 70.8 69.3 67.9 66.8 65.6 ( w w 96 110.0 110.0 141.7 94.6 88.8 53.8 T8.6 7S.0 72.9 70.6 68.2 66.2 64.4 628 61.4 60.2 $9.2 I p 5-1/2" PVC 102 110.0 1 o2.8 94.6 87.9 82.4 77.7 73.7 70.2 67.2 65.1 62.8 60.7 59.0 57.4 56 0 54.8 ^.ra k I L MULL BAR 146 358 107.7 97.9 90.1 83.6 78.3 73.7 69.8 66,5 63.6 61.5 59.3 57.3 $5.6 54A 52 T `"" MULL LENGTH 110314 102.9 93.6 85.9 79.7 74.5 70.2 66.4 63.2 60.4 fi8,3 58.2 542 62.5 51.0 4$7 31z'"a.,o?g6'a �.°.' I OPENING SIZE IMPACT 114 80.0 80.0 TRIPLE 80.0 77.0 72.0 67.7 64.1 60.9 58.2 56.2 54.0 52.2 50.5 49.0 .1„;?s a�,i�'7'"'zza7""'ti I VERTICAL MtnuoN 120 80.0 80.0 78.3 T25 67.7 63.6 So. 57.2 54.5 52.8 50.5 48.7 471 _ ` ' ' K§t"' TRIFLE HORIZONTAL -� 122 80.0 80.0 76.8 71.1 66.4 62.4 59.0 56.0 53.4 51.5 49.5 47.7 46 1 z==`b�"a.a' ?tie.-"'*c'`t" ,,,,A." ..e�s1 .q ? � <Z 0 I- awo DP CHART IS FOR: ( w w_10 m-z w NON-INTERSECTED IMPACT 55-1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): 1603 or 1767 CLIPS to ¢ug-z O 3:2 m I ti.Z rW�Zr3Oz -{6}#10 SCREWS INTO WOOD or METAL I 0 0 F O¢d W O O -(8)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 0 O fn�Z 6-5-z-5-~n 0. (8} 114"ELCO ULTRACONS INTO H_OLLO_W or GROUT-FELLED BLOCK___`______^____ _Y,_,__ _; o z O O U z S v p -- Design Pressure ChaA,PSF,for Non4rderseded Impact PVC 5 112"Mullion H-1764,with 1767 dips.Sea rote betow chart for anchorage requirements. i MULL LENGTH -•-I Y 4-LL W 0 z O z OPENING SIZE(in.) I OPENING SIZE lY O F-F^ 51 57 63 69 75 81 87 93 99 SOd 114 156 !22 !28 134 144 146 ( TRANSOM OVER TWIN a }a�s O 63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 710.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 I VERTICAL MULLION W O D_fA 0 W co W 66 ata 110.0 110.0 710.4 110.0 110.4 110.0 No.D 110.0 110.0 1Wo 110.0 110.0 110.0 1%0 110.0 110.4 410.0 7wwrtBMUE IL to W O 0 N~ HORtZONT%MOIUOY! It =D. [[Q V) 72 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.q 110.0 170.0 110.0 110.0 110.0 I O W f-O O.2 U3 76 116.6 11o.0 110.0 110.0 114.0 110.0 110.0 110.0 110.o 11ao f10.o 110.6 110.0 110.0 11a6 110.0 110.4 I F' a z5- 0- a a c 80 110.0 110.0 110.0 110.0 710.0 110.0 110.0 110,0 11(1.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 OPENING 94 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 109.6 108.1 80.0 I SIZE 90 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.6 110.0 110.0 107.9 104.8 1022 99.9 98.0 80.0 80.0 w g5 110.0 110.0 110.0 110.0 110,0 110.0 17o.o 109.7 105.2 161.9 9@,5 95.5 928 80.0 8011 800 800 aattttttuftrt7f�, 102 110.0 110.0 110.0 110.0 110.0 110.0 106.3 101.3 9T.0 93.9 90.5 6T.6 80.0 80.0 80 0 79.1 '�`5„ o I +k'�pNG Nos• 106 3/8 110.0 110.0 i 10.0 110.0 110,0 106.3 100.8 96.0 91.8 88.8Lfl 80.0 80.0 77.9 76.0 '" ?' .-'1"$ I +' 114 314 110.0 110.0 110.0 110.0 1625 101.2 95.8 912 87.1 842 78.2 75.8 73 6 71 7 ,4t ; ."�,.'•b •Lt1 114 80.0 80.6 80.0 80.0 80.0 80.0 $0.0 &LO 80.0 80.0 7&2 72.8 70 7 f r 5-4+ "`"a?t:x "'""" I MULL LENGTH v No 58201 •`fa i 120 BOA 8{LO 80.0 80.0 80.6 BOA SOA 80.0 78.7 75.97a3 67.9 OPENING SIZE15.txf3•at.a . N. TRANSOM OVER TRIFLE : ;2 80.0 80.0 80.0 $0.0 80.0 80.0 50.0 80.0 771 74.3 68.8 66.5 ??„*"�xR a?, `r" x ''` ( VERTICAL MULLION :'O: ;Cit DP CHART IS FOR: STATE of (U 4F NON-INTERSECTED IMPACT 5-1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): 'S.On'• 1767 CLIPS I '���ajt OR 1a••`�`+++ -(10)#10 SCREWS INTO WOOD or METAL -(10)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD r+rnuftaat* -(12) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK__________________ I y Design Pressure Chart,PSF,for Non4ntemmted Impact PVC 5 112'Mullion 1+1760,with 1767 clips. See note below chart for anchorage requirements Y--Y f" OPENING SIZE in. 51 57 63 69 75 81 87 93 99 104 110 116 122 128 134 140 146 I 9j26l2017 63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 I OPENING SIZE 66 314 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.11 110.0 11x0 116.0 110.0 110.0 110.0 110.0 LUCAS A.TURNER,P.E. 72 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110. I FL PE#58201 76 110.17 114.4 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 I 1239 JABARA AVE. c 80 110.0 110.0 110.0 114.0 110.4 110.0 126.0 110.0 114.0 110.0 110.0 114.4 116- 110.0 110.6 11ao 11a6 NORTH PORT,FL 34288 f=„ 84 110.0 116.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 11U., eo.o I PH.941-380-1574 0 90 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110- 110,6 110.0 110.0 110.0 110 0 80.0 80 0 ILI 96 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 80.0 80 0 80.0 80 0 SHEET DESCRIPTION: J 102 110.0 114.0 110.0 ilo.o 110.0 110.0 110.0 110.0 110.0 110.0 110.6 110.0 80.0 80.0 800 80.0 LeX:.�'s° NOTES: INTERSDP CHART 106 318 110.0 110.0 110.0 150.0 110.71 110.0 110.0 110.0 710.0 110.0 709.5 80.0 80.0 80.0 80 0 S eya �"' r#(di I 1.THE MULL BAR IN FOCUS FOR ANY GIVEN NON-INTERSECTED 110314 110.0 110.0 110.6 110.0 110.0 ttao 110.0 110.0 -TI-0.-0 1478 :03.8 Bao @6.0 860 800 I CONFIGURATION IS SHOWN IN BOLD. MULLS 114 80.0 @o.o eo.o s4.6 e0.6 80.0 80.0 60.0 eo.o 60.0 80.4 80.0 60.0 50,0 3 *? 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN 6Y: DATE: 120 80.0 @0.0 80.4 wo @6.0 eo.o eao ea o 60.0 eo o 60.0 eo.o TT.3 5- r 5-1"1w" ( gAR{S)ATTACHED TO t7(SHOWN IN DASHES) ADE 09/28j12 122 BO.o 60.0 etl.0 80.0 80.0 80.0 60.0 80.0 @0.4 @6.0 79.7 76.3 73.3 �� � 4 e ��� I THROUGH THE USE OF MULL BAR CLIPS.AN DP CHART IS FOR: I INTERSECTED MULL BAR WILL ALWAYS BE DWG to REV.: NON-INTERSECTED IMPACT 5-1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-838 B 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: 1767 CLIPSI TO THE SUBSTRATE AND OTHER MULL BARS. SHEET 1[1 2(7F 9 -(10)#12 SCREWS INTO WOOD or METAL - 10 114"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD Design Pressure Chan,PSF,for Intersected impact PVC 5 1/2'Mullion 14-1760,W/1603 or 1767 clips.See note below chart for anchorage requirements. OPENING SIZE On.) 57 57 63 69 75 81 87 93 99 104 110 10. 10. 10. 10. 10. 146 37 110.0 110.0 110.5 tta.0 110.0 110.0 110.0 110,o 110.0 110.0 110.0 110.0 110.5 110.0 110.0 110.0 11oA I ���WI�VWN(((555IIIS��'AAA���1J1W((SfYSSTENS Ii L-(��'l/:p/�/J�1 42 314 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 48 314 115.0 110.0 110.0 110.0 110.0 110.0 110A 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.9 1027 1900 SW 44TH AVE. 53 118 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.1 101.7 _7756- -Ti-00 7s 93.8 I OCALA,FLORIDA 34474 57 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110A 110.0 110.0 1579 1o2.s 98.4 94.3 90.6 87.1 I WWW,CW$.CC _ 63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.9 101.6 96.8 925 88.4 84.7 01.4 78.2 ci 66314 710.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 105.0 100.4 95.4 90.9 86.8 83.1 79.7 76.5 73.5 = 72 110.0 110.0 1 110.0 1 110.0 110.0 110.0 108.3 102.0 96.5 92.4 87,8 83.7 80.0 76.5 - 73.4 70.5 67.8 1- 76 110.0 110.0 1 110.0 1 110.0 110 2.8.0 108.4 101.8 96.1 90.9 87.0 8 78.9 75.4 722 69.2 66.5 64.0 5-1/2" PVC = 80 110.0 110.0 110.5 110.0 109.2 102.2 96.1 90.7 85.9 822 78.2 74.6 71.3 68.2 65.4 629 60.5 I MULL BAR J 84 10 110.0 110.0 110.0 103,2 96.7 91.0 85.8 81.3 T7.8 74.1 70.6 111. 676 64.7 62.1 59.6 57.4 95 110.0 110.0 109.9 1020 85.2 89.3 84.0 79.4 75.2 72.0 68.6 65.4 626 60.0 57.6 55,3 53.2 I IMPACT f 96 11 63 0.0 110.0 101.7 94.5 88.3 82.8 78.0 73.7 69.9 67.0 .8 60.9 58.2 55.8 53.6 51.5 49.6 102 170.0 102.8 94.6 87.9 82.2 77.2 727 68.8 65.2 62.5 59.6 56.9 54.4 522 50.1 48.2 106318 107.7 97.9 90.1 83.6 18.2 73.5 69.2 65.5 62.1 59.6 56.6 54.2 51.9 49.8 478 _ '�, _«`;j I TWIN/TRIPLE 110314 102.9 93.5 85.9 79.7 74.5 70.0 66,1 625 59.3 56.9 54.2 51.8 49.6 476 457 s 1,3 VERTICAL MULLION Q Z Q Z 30 114 B0.0 80.0 80.0 77.0 72.0 67.7 63.8 60.4 57.4 55.0 52.5 50.1 48.0 460 .%'�"g3'.YT BI'x y n I 120 80.0 80.0 78.3 72.5 67.7 63.6 60.1 56.9 54.0 51.8 49.5 47.3 45.3 ,fa"," .vs d ' _ r.,x F, I T Z W J o Q k W 68. 122 80.0 80,0 76.8 71.1 4 62.4 58.9 55.8 53.0 50.9 48.5 46.4 44.4 $„„sss`f-¢:...,;,.,un.N.�<%_7 I W Z O Z Of- F- DPCHARTISFOR: LU zO��= INTERSECTED IMPACT 5-1/2'MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): Ito Z Z Q w O 1603 or 1767 CLIPS I w U 0 fn�- OL c~»a� -(8)#10 SCREWS INTO WOOD or METAL rn -(8)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I LF-T-] Z OOt-irri-(8) 1/4"ELCO ULTRACONS INTO HOLLOW orGROUT-FILLED BLOCK I } ¢z LL w O O? -------9--------�--------------------------- �O Design Pressure Chain,PSF,for Intersected Impact PVC 5 1/2'Mullion 11-1760,W/1767 clips.See rote below chart for anchorage requirements. Q U~Z rn OPENING SIZE n. I W 0 0 LL N O W rn W 51 57 63 69 75 81 87 93 99 104 110 116 122 128 134 140 146 I O U)~ OPENING SIZE --I d =D- w p-rn 63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 W~K W fn 66.75 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.1 I _ of 7x 110.0 17a.o 115.0 11a.o 110.5 110.0 110.0 110.0 115.0 110.0 110.0 110.0 110.0 110.0 toss 151.7 szs I HORIZONTAL MULLION a a Of�'a 76 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 108.7 104.1 99.6 96,0 92A T 80 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 107.6 102.8 98.4 94.4 90.7 87.3 I I F 84 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.8 101.9 97.5 93.3 69.5 86.0 80,0 14/11U1.9fit"� 90 110.0 110.0 110.0 110.0 170.0 110.0 110.0 110.0 108.5 103.9 99.0 94.4 90.3 86.5 83.0 79.8 76.6 i N ���\1,11K�Tr��� 96 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.4 100.8 96.6 92.0 87.9 84.0 80.0 77 3 71 3 71 6 J 102 710.0 110.0 110.0-1-710.0 110.0 110.0 104.9 99.2 94.1 90.2 85.9 82o 78.5 75.3 72 3 69 5 t-x N 106.375 110.0 110.0 110.0 110.0 110.0 106.0 99.9 94.5 89.6 85.9 81.9 78.7 74.9 11.8 69.0 i ISINGLEI ��:� No 58201 9 110.75 110.0 110.0 110.0 110.0 107.5 101.0 95.3 90.2 85.6 82.1 78.2 74.7 71.5 6B.6 65 9 1st rz I z TWIN ^ 114 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.4 75.7 723 69.2 664 'Y -¢- ,t~:,,.>�a,+ Wa I OR I *; * •:*= 120 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.9 71.8 71.3 68.2 65.3 } >;.T,�T i y p- I O I TRIPLE I b; Iz 122 80.0 80.5 80.0 BOA 1 80.0 1 80.0 1 65.0 1 80.0 1 76.4 73.4 1 70.0 1 66.9 1 64.1 ,g*'; ,y"; ;;s,n�.y „ y, I I UNITS I '�: STATE OF ",W DP CHART IS FOR: I (BELOW I '�O�FS'�<O H 10.P p�a� INTERSECTED IMPACT 5-1/2"MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): 1767 CLIPS I I ��43, ...... � -(10)#10 SCREWS INTO WOOD or METAL I F- MULL LENGTH -(10)3/16-ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD -(12) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK -------------------------------------- Design Pressure Chart,PSF,for Intmected bnpact PVC 5 1/2'MWlion 11-1760,With 1767 clips.See rote bel"chart lor anchorage requirements. ------ OPENING SIZE(ln.) I 9/26/2017 51 57 63 69 75 81 87 93 99 104 110 116 171 128 134 140 146 63 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1111.0 110.0 110.0 110.0 110.0 115.0 1 110.0 110.0 110.0 LUCAS A.TU 66.75 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 TURNER,P.E. 10 110.0 110.0 110.0 I 72 110.0 110.0 110.0 110.0 110.5 1 .0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 FL PE#RNER 110.0 110.0 110.0 I 58 01 11 - 76 110. 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1239 PEJABARA# 80 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 115.0 110.0 110.0 I NORTH PORT,FL 34288 F B4 110.0 110.0 110.0 170.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 80.0 I PH.941-380-1574 V' 90 110A 110.0 110.0 110.0 110.0 1110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 106.4 60.0 80.0 z 96 110.0 110.0 110.0 710.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0107.6 80,0 800 800 800 I SHEET DESCRIPTION: .� 102 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 110.0 105.1 80.0 80.0 800 80.0 NOTES: DP CHART 10sa7s 115.0 110.0 115.5 110.0 1ta.o 110.5 11o.a 110.0 11a.o 110.0 10s.o eo.o 80.0 eo.0 eo 0 a y I 1.THE MULL BAR IN FOCUS FOR ANY GIVEN 110.75 115.0 110.0 tta.o 110.0 110.0 tta.o 110.5 110.5 toss 10s.1 100.2 80.0 Bo.o 80.0 800 INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 114 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.o.0 eo.0 80,0 e5.0 80.0 so.o 76.7 80.0 85.5 eo o v L-sd ask 1 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE: 7ao.o las 1& 'd77-75177, I BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1x2 80.0 20 80.0 80.0 80.0 80.0 80.0 e0.5 eo.o eo.o Bo.o so.o eoeo.o eo.o fio.o 80.0 80.0 80.0 78.s 74.9 71.3 a Lr ,�_� aL..+ I THROUGH THE USE OF MULL BAR CLIPS. AN ADE 09/28/12 DP CHART IS FOR: INTERSECTED MULL BAR WILL ALWAYS BE DWG#: REV.: INTERSECTED IMPACT 5-1/2'MULLION 1760,HORIZONTAL OR VERTICAL,USING(PER END): I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-838 B 1767 CLIPS I 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED -(10)412 SCREWS INTO WOOD or METAL TO THE SUBSTRATE AND OTHER MULL BARS. SCALE: ET -(10)1/4"ELCO ULTRACONS INTO SOLID CONCRETE or WOOD SHE I 1:1 3 E 9 ITEM PART# DESCRIPTION VENDOR MATERIAL "T"MULLBAR CLIP •L"MULLBAR CLIP /� � � 1 F l-767-003 CLIP,NEW CONST. KEYMARK ALUMINUM 11/76' FRAME TYPE OPENING (F-1522-XXX) (F-1767-XXX) // nutty im •I //( 2 F-1767-006 CLIP,FIN CONST. KEYMARK ALUMINUM 7 . NEW NOT RECOMMENDED F-1767-003(L&R) l�a(4(lpy(�((�/ 1171�w�/�Ij 3 F-1767008 CLIP,RETRO CONST. KEYMARK ALUMINUM 1/2• FLANGE WINDOW SYSTEMS 4 H-1760 2"x 5-1/2"MULL BAR KEYMARK ALUMINUM 7— 1/16• RETRO F-1603-001 F-1767-0OS(L&R) 1900 SW 44TH AVE. 5 #10 OR#12 HEX WASHER HEAD iEK SCREW'(see note below) FASTENAL STEEL I NEW F-1603-003 F-1767-006(L&R) OCALA,FLORIDA 34474 DRIP ADAPTER S-1895 FIN WWW.CWS.CC 6 P-5133 MULL BAR CAP,51/2" M&M NYLON RETRO F-1603-003 F-1767-006(L&R) 7 S-1895 DRIP EDGE KEYMARK ALUMINUM 1/2" r11/q•� BOX NEW NOTRECOMMENDED F-1767-003(L&R) 8 S-1896 FLANGE ADAPACLIP ADAPTOR, R,H PVC MULL KEYMARK ALUMINUM RETRO F-1603-001 F-1767-008(L&R) 5-1/2" PVC 9 S-1897 3'MULL CLIP ADAPTOR,HORZNERT KEYMARK ALUMINUM 'llll�1116' v 10 S-1898 4"MULL CLIP ADAPTOR,HORZNERT. KEYMARK ALUMINUM FLANGE ADAPTER S 1896 MULL BAR 11 S-1899 5"MULL CLIP ADAPTOR,HORZNERT. KEYMARK ALUMINUM 53/4' IMPACT 12 S-03-0 CLIP,N W CONST. KEYMAMIKRONRK PVC L(-- —27116"� 9132"(4X) 13 F-1603-001 CLIP,NEW CONST. KEYMARK ALUMINUM I t 9132'(4X) 1 13/16• 15/8'110 114•(TYP.) Q Z 3 <Z 3 14 F-1603-003 CLIP,FIN CONST. KEYMARK ALUMINUM 1/4' 15 #10 HEXWASHER HEAD 7EK SCREW FASTENAL STEEL 1/76• z w W o Q W O w 16 #10 FH TEK SCREW FASTENAL STEEL PVC Y MULL BAR COVER-6076 W Z O Z USE WOOD SCREW SIZE(#10 OR 912),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT a ;Fc W Z O 3 3r. _ Z zx: G<XWOO O OF-00<=F= 13116• I II I �• - 5112' O < Z Z U Z Z O ` ZZ O Z U U Z=U— F— =Oz TOP VIEW } Q?-LL W 0=IL O Z 51/8• �QN}F-I—HZ J tl8' 4 O F O0 >-n?-0� 21/16' I 2- 37/8' W of W Z=a��O�ti F F,—;; 9 13/16' I 2~ 0-m: 1/8• L 0. d (If IL 3'HN MULL CLIP-1697 5 1/2"MULL BAR-1760 o0;..1OREtit,i'N" T `Gp�? .......... N gF GiQ,�r� 13/I16' GI,, � No 5$201 TOP VIEW TOP VIEW ur b O 37/8. 2 3116' .0' 'a- s T Pte: STATE OF :,Q 31/2'--y 41/Y -j S %r�fiS;��OR��Pq��.� 1i �ir��QNA,Ep�� 11/16• 5 314' 13116- 10 1311 11 t(Typ.) F-1603-003(FIN) y� 1/8" I 1/8• f 4'HN MULL CLIP-1898 L. 51/2"M MULL CUP-1899 21 9/26/2017 2=!(2X) 1 1/8' �b 1/4•(TYP) 9632'(sX) LUCAS A.TURNER,P.E. FL PE#58201 t 11/16• 1239 JABARA AVE. NORTH PORT, 34288 � PH.941-380-1-1 574 SHEET DESCRIPTION: SCORE,BEND AND BREAK t3 TO REMOVE FIN FOR FRAME 23116- BOM AND EXTRUSIONS ATTACHEMENT TO MULL BAR D A I t/8 DRAWN BY: DATE: L ADE 09/28/12 DETAILA 5314• --� DWG 0: REV.: TYP.FIN FRAME 3.1 F-1603-001(FLANGE) CWS-838 B scALE: SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 9 "T"MULLBAR CLIP "L"MULLBAR CLIP I FRAME TYPE' OPENING tVVINDOW �--��� (F-1522-XXX) (F-1767-XXX) o /,,�/,( r I FLANGE NEW NOT RECOMMENDED F-1767-003(L&R) TENS Ilq��/lljRETRO F-1603-001 F-1767-008(L&R) VE.3 FIN NEW F-1603-003 F-1767-006(L&R) A 34474 RETRO F-1603-003 F-1767-006(L&R) BOX INEW INOTRECOMMENDEDI F-1767-003(L&R) 67/8- I RETRO I F-1603-001 I F-1767-008(L&R) 5-1/2" PVC s sns' I MULL BAR a s/1s I IMPACT 7/16-ITYP) I 1/4"(TYP) 2 vz' I a ? 3 <z o 17/8' 7/16- ~ OWO 3WrpO W ZOZ D: r� H FN0 I I LL ZW�ZO�2= O q I O OF--OU¢=�w 1„ns T I I (21I Z o���?� �rn O O I F-�LLMO LL I Y ¢�Ow–x0? 3/8--- I Q X� �U F–Z' 'L"ANGLE 51/2-MULL CLIP,RETRO(LEFT) •L•ANGLE 5 1/2•MULL CLIP,RETRO(RIGHT) I w 0 aj w LD w RETRO FIT-1767-OOBL RETRO FIT-1767-008R LL I a Z=D. xof°v~i OUTSIDE I _sof w=ate ------ D F o w�a --------------------------------I--------------------------------- "IIS 1 I I pIAORE P1yOR86.. 3- 3- 2 I 3" 3• 1 N. 58201 :A I :b: � I w L �9' STATE OF -'W- 6718• -; - 67/8--� I 1 4 67/8' " -t�••,a V. 1 � I ............. ;`�,�`�� 3/8" 7/16'(TYP) /4'(TYP) 4 9116- 17/16- 1z� 1 7/16' „ns fz•I O 9/26/2017 I O o I I O O I 1 I I LUCAS A.TURNER,P.E. O O 1 I O O 4 3/16' 1 1 11/16" I 1 12.1 1239 PE#58201 3 3/4• 4 73!16' 4 13/16' / O I I d O NORTH PORT,FL 34288 O O O —IIL PH.941-380-1574 I I c i 111/16" I I SHEET DESCRIPTION: 21/2- I I I EXTRUSIONS 9/16• 318•—T-- 1 7/8' 'L•ANGLE 5 1/2'MULL CLIP,FIN(LEFT) I 1/4'(TYP) 7/16•(TYP) 7116- NEW CONSTRUCTION-1767-006L 'L•ANGLE 5 1/2'MULL CLIP,FIN(RIGHT) I DRAWN DATE: OUTSIDE NEW CONSTRUCTION-1767-0O6R I OUTSIDE 21/2• AD09/28/12 L9/16"' DWGk: REV.: "L-ANGLE 5 1/2"MULL CLIP(LEFT) •L'ANGLE 5 1/2'MULL CLIP,(RIGHT) CWS-838 6 NEW CONSTRUCTION-1767-003L NEW CONSTRUCTION-1767-003R I SCALE: SHEET I 1.3 5 OF 9 APPLY SEALANT ALONG WINDOW SYSTEMS CD Q L I J QCD O GULL LENGTH OF MULUBAR ROOVE PRIOR TO ATTACHING 1900 SW 44TH AVE. 1 I , FLANGE ADAPTOR OCALA,FLORIDA 34474 i� 1) I WWW.CWS.CC MULL BAR _-_=- IMPACT ___= El �-b APPLY w �_ — —CD � �� I -'' - APPLY SEALANT ALONG d "Y Z O i��-1 is LJr ��l ..._ = f�`—_ - FULL LENGTH OF MULLBAR ATTACHING F= O W O 0 W 0 0 GROOVE PRIOR TO z W O "� Z w L n...,., .,, .a�w -r1 6 DRIP ADAPTOR O ¢ } cc m uw zh�gs z �zxm<ww00 O OhoU dyha A TOP VIEW SECTION VIEW A-A U O!'n!- o-1...N D, 6 FIN FRAME 5 5 Z; z??V 0 O OW 5 4 F zW�40L�z 15 SEE NOTES 1&3 1 SEE NOTES I&3 1 SEE NOTES 2&3 d 1�fn (I EAJCUP} i2 EAJCLIP) SEALANT BEHIND 0 (3 EAlCLlP L O O wO O w rn W SEALANT BEHIND d SEALANT BEHIND � FLANGE PRIOR tL O w O 1 rn}- FLANGE PRIOR FLANGE PRIOR TO ATTACHING CL z=0 (L O_ N 70 ATTACHING TO ATTACHING 4 TO MULLION 0 w h W Ir TO MULLION 4 TO MULLION 4 d cc CL 0_3'd 7 7 7 178 MAX yy`�y yOREw`i�4� SEE NOTE 1 9 M'' AK EDGE DIST. SEE NOTE 1 1 0 ( (( 1116,MAX Lu Iu 11116IEDGE DIST. SEE NOTE 1 11 I I Illy J; 0 j EDGE DOST. -`r: No 58201 =i. 15 or 16 SEE NOTE 5 I I I I I I i5 or 16 SEE NOTE 5 ( " ' I)% STATE OF A O tZONTAt,SECTION A HORIZONTAL SECTION ( a,d G 5 1@'&3-INTERSECTION 8 5 112"&4"INTERSECTION 15 w 16 SEE NOTE 5 '4fiSS/ "��4�� T-' A HORIZONTRLS£C7ION erlrjORfR�yysy1�y L MULL BAR THRU SILL/HEAD 6 5112'8 51/2'INTERSECTION 1 118' MULL ANCHOR PLATE, ANCHOR THRU HORZ. 15 or 16 SEE NOTE 5 MULL BAR THRU JAMB MULL ANCHOR PLATE. 9/26/2017 SEALANT BEHIND5 1 1l8 4 Nbz£s LUCAS A.TURNER,P.E. FLANGE PRIOR 5 FL PE#58201, TO A77ACHING1239 JABARA AVE. TO MULUON 1-3"&4"VERTICAL MULLS;SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 15 (QTY 2),AS SHOWN ABOVE. NORTH PORT,FL 342 PH-941-380-1574 7 2.5112"VERTICAL MULL;SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 15,AS SHEET DESCRIPTION; VD SHOWN ABOVE,WITH QTY OF FASTENERS AS DETERMINED FROM UP CHARTS, U SHEETS 2&3. o SECTION VIEWS 3.PRE-DRILLED HOLES(THRU HN CLIPS 1897,1898,OR 1899).BY THE INSTALLER 4 15 or 16 SEE NOTE 5 Gl MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE DRAWN BY. DATE: �J OF 9132'AND A MINIMUM CENTER TO CENTER SPACING OF 1/2", ADE 09128112 4.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, DWG#: REV.: REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH SEALANT BEHIND FLG. 8 MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-838 B PRIOR TO ATTACHING C VERTICAL SECTION scALE: SHEET B HORI20NTAL SECTION TO MULLION 5.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. 8 5 V2"MULL BAR 6 5 1/2'MULL BAR PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1.2 6 OF 9 NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW SYSTEMS 777--- VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BARS)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. I r THROUGH THE USE OF MULL BAR CLIPS.AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. ~ r �— 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED w w = = TO THE SUBSTRATE AND OTHER MULL BARS. 5-1/2"PVC MULL BAR J IMPACT L II I II II LI LI a z o Qzo Fes— OPENING SIZE --1 OPENING SIZE 4-- F-- OPENING SIZE ---I OPENING SIZE F� O Z y Z O�A W LL I'W�ZF-�:g= 0 O�-O Z a=F D TWIN/TRIPLE HORIZONTAL MULLION O O u)� D. TWIN TRIPLE TWIN/TRIPLE VERTICAL MULLION Z 0 V' Z j 0— HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION r Q Z U U)Z I N H tYg�U)U Zy W L OPENING --- -- N W 0 w cn 0 W Co W N W SIZE z z ISITWIN I I, co I- ?=o_ O Z y I w OR M 2~w w�W� W L J 0 �TRIPLE1 a ~ a a a z --- -- O z I UNITS L W BELOW CL L I I �.%`'t&ORELV --MULL LENGTH --I �E�MULL LENGTH —�-I MULL LENGTH - -i I I II I ,rr 5 P.••"'•'••• I--OPENING SIZE --I Fes— MULL LENGTH--I :GA•��GENSF•_'Py4 No 58201 STATE OF NOTES: qtQNA1!10% 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 APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE �Z WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 9/26/2017 LUCAS A.TURNER,P.E. 3.ALL MULL CLIP 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. NORTH PORT,FL 34288 4.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 PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 8. SHEET DESCRIPTION: 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 CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: ADE 09/28/12 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-838 B 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTSHEET DOORS) 1:1 7 OF 9 WINDOW SYSTEMS We 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWw.CWS.Cc 5-112*'PVC "L"ANGLE MULL BAR CLIP MULL BAR RETRO FIT MULL BAR CLIP TWO READ PER EACH END OF MULL IMPACT WINDOW FRAME MAY HAVE WINDOW FRAME MAY HAVE TO BE SLOTTED TO PASS II I I TO BE SLOTTED TO PASS II I z 3: <Z3: OVER ANCHORS IN CLIPII I OVER ANCHORS IN CLIP — a)W 0 Ci II IMULL BAR in Lu C' < 0 U)M a r-z w z0Z W_ 0 R 0—>-0 It 3: MULL BAR LL I-w zi�::El Z Z=2<%WOO 0 0�-0 of INSTALLATION ANCHOR 0 U)I--z co IL INSTALLATION ANCHOR SEE TABLE I z—W—Z SEE TABLE 1 z o(!)::, ZOWZOo < P—u :F0 ADD STRUCTURAL ELEMENTS z —ADD STRUCTURAL ELEMENTS OWHO AS REQ'D TO MAKE LEVEL FOR Q� I- !z Z, AS REQ*D TO MAKE LEVEL FOR SEALANT ALONG w MULL BAR SEALANT ALONG OW&OW -1 1 1�! MULL BAR OUTSIDE EXPOSED 0 U) OUTSIDE EXPOSED Z; L-.. 0 EDGE BY INSTALLER w Z Y CL cc 0 U) EDGE BY INSTALLER ALLtK 0. �j 0 t PERIMETER SEALANT— MIN.EMBEDMENT Q.Z: >_ PERIMETER SEALANT MIN.EMBEDMENT = BY SEE TABLE 1 ul�:U3 BY INSTALLER SEE TABLE 1 INSIDE AND OUT F_ CL INSIDE AND OUT 1. SUBSTRATE BY OTHERS tuueu SEE TABLESUBSTRATE BY OTHERS 1 SEE TABLE 1 TMIMEDGE DIST. MIN.EDGE DIST. es .......... SEE TABLE 1 b E N 8,-- (DYERT,CAL SECTION SEE TABLE I VERTICAL SECTION D VERTICAL SECTION rE Z-: No 5B201 8 TYPICAL -)ANCHORAGE _ I�A FLA GE 1 8 TYPICAL FLANGE(-r CLIP)ANCHORAGE TYPICAL FLANGE CVANGLE HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION Bl)' STATE OF 9/26/2017 NOTES: LUCAS A.TURNER,P.E. TABLE 1:APPROVED MULL CUP INSTALLATION FASTENERS FL PE#58201 SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 1239 JABARA AVE. NORTH PORT,FL 34288 CONCRETE(2.0 KSI MIN.) 3/16"rTW TAPCON 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS PH.941-360-1574 CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1 AFTER INSTALLATION. SHEET DESCRIPTION: HOLLOW or GROUT-FILLED CMU(ASTM C-90)or 1/4,ELCO ULTRACON I-114" 2-112" 3.RECESS RETRO MULLION CUP 318'MAX FOR CLEARANCE OF WINDOW INSTALLATION DETAILS 1767 CLIP INTO SOLID CONCRETE(2.85 KSI MIN.) UNIT AS NEEDED. FLANGE 3/16"ITW TAPCON 1-318* 718" N RSY -6-A—TE' 2X MIN.SOUTHERN PINE(G--0.55} OR ELCO ULTRACON 4.EIGHT(8)ANCHORS REQUIRED PER-r MULL CLIP,SEE SHEETS 2-3. 50W 2X MIN.SOUTHERN PINE(G--0.56) #10 WOOD SCREW 1318* 718" FIVE(5)OR SIX(6)ANCHORS REQUIRED PER-L"MULL CLIP,SEE SHEETS 2-3. ADE 09/28/12 _M 16 GAUGE(0.060-)MIN.STEEL STUD #1016 HILTI KW IK-FLEXOR ITW FULL THREAD 7116' S.SEAT MULLION TIGHT TO MULL CLIP. TWO RFV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' — CWS-838 B #10 GRADE 5 SELF-TAPPING I FULL 7116, SPECIFIC INSTALLATION DETAILS. REFER TO THE WINDOW _§.A�L. SHEET 118-ALUM,(606a-T5 MIM)OR 6.FOR ANCHORAGE DETAILS FOR THE WINDOW, 1/8-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' ........ 12 8 OF 9 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 5-1/2"PVC MULL BAR 'L'ANGLE MULL BAR CLIP IMPACT TWO REQ'O PER EACH END OF MULL Q Z3 azo F owo mwoo II II II II w zoz <�?� II II I II o Qin—}0af3' LL I-w�zH3g= MULL BAR CLIP I O O I -0¢Q W O O U UmFUL1=~a. MULL BAR I I MULL BAR O Z j Z Z F INSTALLATION ANCHOR _ „ INSTALLATION ANCHOR Q Z 0 C Z O LL U -' ' _- - I SEE TABLE i,SHT 6 " SEE TABLE 1,SHT 8 } Q O w O=O Z I ADD STRUCTURAL ELEMENTS I ADD STRUCTURAL ELEMENTS w O 0 p W W AS REQ'D TO MAKE LEVEL FOR - _ = AS REO'D TO MAKE LEVEL FOR W e rn MULL BAR - c'S - _ _ I MULL BAR za 0�t4F o w z w= PERIMETER SEALANT 0 �o a ~ d d oro BY INSTALLER MIN.EMBEDMENT EXTERIOR FINISH INSIDE AND OUT SEE TABLE 1,SHT 8 BY OTHERS ��'' MIN.EMBEDMENT 1 ... -:o^f ""' - SEE TABLE 1,SHT 8 IMETER SUBSTRATE BY OTHERS BYRINSTALLERNT ,`s����pp10Rby SEE TABLE 1,SHT 8 INSIDE AND OUT ♦ $ .......... U i MIN.EDGE DIST. SUBSTRATE BY OTHERS +�Gl �._�Q„Y / F VERTICAL SECTION SEE TABLE 1,SHT 8 SEE TABLE 1,SHT 8 MIN.EDGE DIST. =• No 58201 •:�:J r 9 TYPICAL FLANGE('T'CLIP)ANCHORAGE ^ SEE TABLE 1,SHT 6 , - HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION IG VERTICAL SECTION �•D 9 TYPICALFIN(-L-ANGLE)ANCHORAGE "9 STATE OF jW- HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION ............E 9/26/2017 LUCAS A.TURNER,P.E. FL PE#58201 NOTES: 1239 JABARA AVE. NORTH PORT,FL 34288 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS PH.941-380-1574 AFTER INSTALLATION. SHEET DESCRIPTION: 2.RECESS RETRO MULLION CLIP 3/8'MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS UNIT AS NEEDED. FIN 3.EIGHT(8)ANCHORS REQUIRED PER MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE: FIVE(5)OR SIX(6)ANCHORS REQUIRED PER-L-MULL CLIP,SEE SHEETS 2-3. ADE 09/28/12 4.SEAT MULLION TIGHT TO MULL CLIP. DWG#: REV.: CWS-838 B S.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW SCALE: SPECIFIC INSTALLATION DETAILS. SHEET 1.2 9OF9 1/212018 Florida Building Code Online m � � is 0 • * ® • 6 - eat Home tog in t user Registration j Hot Topics i Submit Surcharge i Stats&.fact i Publications ; i°BC Staff 7 HCiS Site Map i Unks Search Ir On a d.. p ? ProductApproval � USER::Public User ..:.......... . Product Aooroval Menus Product or Aooti a iOn Search>Aooiication tts[>Application Detail •' ; FL# FL9520-R7lip Application Application Type Revision 'r Code Version 2017 i c,Ev 1J;-., i �Y Y '"-b'a tP Application Status Approved Comments Archived ? 4p I . Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 '•r fir-ilrl (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 i jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Lirich,PE +v; Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R7 COI Ev„alReport836B.odf Referenced Standard and Year(of Standard) Standard Year AAMA 450-10 2010 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 1/2/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9520 R7 Eouly FL9520 Equivalency & Sections from the Code Product Approval Method Method I Option D Date Submitted 09/29/2017 Date Validated 10/02/2017 Date Pending FBC Approval 10/05/2017 Date Approved 12/12/2017 Summary of Products 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 R7 ii CWS-A36R,odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile impact;See Installation Instructions and FL9520 R7 AE EvalReport836B.odf 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,Fin&Flange applications.(IMPACT) Limits of Use Installation instructions Approved for use in HVHZ:Yes FL9520 R7 II CWS-837B.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 and FL9520 R7 AE EvaiReeort837B.odf Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.35 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 Ff 9520 R7 IT ('WS-83813.12df 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 and FL9520 R7 AE EvalReport838B.0df Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. Beck Flexk Qontact Us::2801 Blair Stone Read.Tallahassee FL 32399 Phone:850-407-1824 The State of Florida Is an ANGER employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acces_sBrllity Statement::,Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response boa 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 Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address It they have one.The 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 are a licensee under chapter 455,F.S., please dick hUL. Product Approval Accepts: 112/2018 Florida Building Code Online 311 PVC MULL BAR - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH W SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH WINDOW SYSTEMS L VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1800 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):VERTICAL OR HORIZONTAL. --------- -------- 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PUC \ (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE THE 33 113%STRESS INCREASE HAS NOT BEEN USED 1N THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS.WINOLOAD 0 DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. H p w O w o00 Z WJE 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER Z O z 0:_— DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. a r w�Z O�R. ANCHOR CLIP --—---- - - — — ANCHOR CUP Z Z S ¢K w p p l^u I I C I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT V V�0 U a=I-w e 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE p Z—'o—Z F~-j y Q I O I O APPROVAL. Q O Z Z C LL U B 6 I I 6.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY } ¢ O W F O Z F11 APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY < L)3 p REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w O O o m o w rn w OWNER OR CONTRACTOR. ZU)Uj 0 O m I.- BUILDING II II D. wFp a=�� I I 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a F a ¢�+d w DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE ��J`���,ORF 4 IQ IIQ r UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED.AND MULLIONS ARE ANCHORED AS ;VAS-VBG E N SF SHOWN HERE 1N. �v No 58201 �" G F E D ANCHORCUP ia 10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. - - EXAMPLE HORIZINERT.MULLION '''330=, STATE OF �+ FOR SECTION VIEW ONLY .0: ANCHOR CUP y ......... ..ENG` Lucas Turner 2017-09-28 r O O 07:12+20:00 9/26/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 �/ PH.941-380-1574 1 XI� X SHEET DESCRIPTION: TABLE OF CONTENTS S,a GENERAL NOTES AND Ll ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 -- -- -- -- DRAWN ar: DATE: DPCHARTS._.............._........................_2J BOM&EXTRUSIONS............... ANCHORCLIP ADE 09/27/12 EXTRUSIONS._............................................. 5 owaa: REV_ SECTION VIEWS....................................._.6-7 EXAMPLE VERTICAL MULLION FOR CONFIGURATIONS&ANCHOR NOTES-.....8 PVC WINDOWS FOR SECTION VIEWS ONLY CWS-836 B INSTALLATION DETAILS.........................9-10 SCALE: SHEET 1:25 1 OF 10 Design Pressure Chart(PSF)tar NON-INTERSECTED Impact PVC 3"Wilion H-1758,with 1522 clips using four(4)#10 Screws Into WOOD or METAL or 3116'ff W Tapcons or ELCO ULTRACONS Into SOLID CONCRETE 1 Or WOOD per each end of mullion.HOLLOW orGROUT FILLED BLOCK require 1/4`ELCO ULTRACONS. OPENING SIZE(in.) WINDOW SYSTEMS 39 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 732 138 145 318 19t1O SW 44TH AVE. 37 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 84,0 80.0 OCALA,FLORIDA 34474 423!4 84.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80,4 80.0 $0.0 80.0 80,0 80.0 80.0 80,0 80,0 WWW.CWS.CC 48 314 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 65,0 53118 80.0 80.0 80.0 80.4 80.4 80.Q 80.4 80.0 80.0 80.Q 80.0 80.Q 86.0 80.0 80.4 65.6 65.4 65.6 3..PVC z 57 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0i 31r y S°x �; J 63 80.Q 80.0 $Q.0 80.4 50.0 $0.0 8Q.0 8Q.0 78.9 78.6 74.8 72.5 65.0 65.0 t';n z?xi?:Ixf37 it% MULL BAR 'r 65 65.0 65.0 65,0 65.0 65.0 65.0 65.0 fiS.Q 65.0 65.0 65.0 65.0 65.4 g>,�;�°.',•",,.'r;i5 t"N ?M k",,3?1NIN1�< `Y%•r<`..�'�.-."z ':),'-...'ss :: IMPACT 68 65.4 65.0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 63.5 ±Z4i«�yTy'yfj°'`.X''> tyfs5>hFar1 ,rc��:at7h to;' t z--, -1. a r�� 72 65.0 65.4 65.0 65A 65.6 65.0 65.4 64.9 61.7 59.1 56.9 53.7 tv:Fia €,A: .'� {?µoro I s$ '�;= r :; %. z <Z0 0 OP CHART IS FOR: ¢ W to o ¢w z w W z O z of I= NON INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): n F w y O Cr 3 ca 1522 CLIPS -(4)#10 SCREWS INTO WOOD or METAL Z 6 to O� �OIL -(4)3/16. (4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a Q - z z O�to -(4) 114-ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK U Z _ _.--_.__--..-___ --_.-____-_.�_.___._.__.-...-_.___.-_.__--...-___-____A � �a�a{{}LLwO�Zz OCF-7wfto Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 dips with six(6)#10 Screws into WOOD or METAL or 3116'ITW Tepoons or ELCO ULTRACONS into SOLID CONCRETE or O Cl Urn o III rn l_ WOOD per each end of mullion,HOLLOW or GROUT-FILLED BLOCK require 114'ELCO ULTRACONS. tY 0 W p ZUTt--O'+(L O azU)o} OPENING SiZE(in. a of a W'y a CO 39 45 51 57 63 69 75 318 81 87 93 99 107 318 114 120 126 132 138 1453/8 37 84.4 80.4 80.0 SOA 80.4 84.0 80.0 80.0 80.0 80,0 80.0 80,0 80.0 80.0 80.0 80,0 80.0 80.0 42 314 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 a`aaa ORE-%v �. = 48 314 80.0 80,0 80.0 84.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 *�� p3? I- 53118 80.0 80.0 80.Q 80.0 80.4 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.4 80.0 80.0 65.0 65.0 65.0 Q1 v-- =06 -,i�GENSF GR�w z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 65.0 65.0 65.0 i:a"%'r,'G, %i<?, `J: . v No 58201 -:'P t J 63 80.0 80.0 80.0 80A $4A 80.6 80.0 8Q.0 84,0 80.0 80.0 80.0 65.0 65.0 ;::;�x r frin{r; J 65 65.0 65A 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 y{{;gk„;.s:g j '.�` ?cr ."";5 #3;' a�?'$i cin =-a, rtt j 65 `r1,kac.wi..xaL::•;),,;"•'.,..5.. a ?i3 zs`; .' ,'�. }`+'.'t`:'.`.r� :9' STATE OF 68 65.0 .0 65,0 65.0 65.0 65.0 65.0 65.0 6S.D 65.0 65A 65.6 �+�� 72 65.0 65.0 55.0 65.0 65.0 65.0 65.0 64.9 67.7 59.1 56,9 53.7 0;'.+a t3ti nsz.,?r -=_;, Y;' ! 0"-4 OR OP CHART iS FOR: `V�? w.... f �/+�,�5/ONALEpa� NOTES: r+nrranavi NON-INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): 1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. y 1716 CLIPS 2.AN INTERSECTED MULL BAR HAS OTHER MULL r- -(6)#14 SCREWS INTO WOOD Or METAL BARS)ATTACHED TO IT(SHOWN IN DASHES) -(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD THROUGH THE USE OF MULL BAR CLIPS.AN 9/26/2017 -(6) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE It 55201 TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE. TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE NORTH PORT,FL 34288 VERTICAL MULLION VERTIOALMULLION VERTICALMULDON VERTICAL MULLION M,W TRIPLE TWINnRIPLE PH.941-380-1574 F'f� HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SET DESCRIPTION: DP CHARTS _ T NON-INTERSECTED OPENING MULLS JM Z O SIZE DRAWN 9Y: DATE: n L ADE 09/27/12 � `z j ? Ow, Z OWGC. Rev.- I I- - :E 0, CWS-836 B I I I II 1 I I I=MULLLENGTH ----I TI»-MULLLENGTH --I MULLLENGTH i s E` SHEET F»- OPENING SIZE--»-I -+-! OPENINGS F-- .t_� OPENING SIZE -1 OPENING SIZE 1:1 2 OF 10 Design Pressure Chart(PSF)for INTERSECTED Impact PUC 3"Mullion H-1758,with 1522 dips using four(4)#10 Screws Into WOOD or METAL or 3116'ITW Tapcons Into SOLID CONCRETE or WOOD,or 1776 clips QvE0 with slx(6)#10 Screws into WOOD or METAL or 3116"11WTapcons Into SOLID CONCRETE or WOOD per each end ofmullion.HOLLOWorGROUT-FILLED BLOCK require 114'ELCOULTRACONS.OPENING SIZE(in.) 39 45 51 57 63 69 75 3f8 81 87 93 1 99 110 3f8 114 120 126 132 138 145 318 1900 SW 44TH AVE. 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 OCALA,FLORIDA 34474 t 42 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWW.CWS.CC = 48 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 F531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3u PVC CD 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR LU -1 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49,4 47.3 = t!' ,�:vp,-M IMPACT 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 ":az�z;,;ij,€,IhS'r z3 .`.'"'«:`.L1. 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 1 44.0x.'• 'y:; j, s�n,`.ai3j>,& F T=?° `stiff 75.375 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 50.0 1 50.0 46.8 1 44.0 40.0 3'�X ?4 �%3�h' 'r zSvj _ '9 �a: § ;:irT'•w�'< z :-5: ¢Z 3: ow0 atw-Z0 DP CHART IS FOR: w zO z K INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): D co }O K 3 Inw LL I.-wzF 3 _ 1522 CLIPS Z=�a!w000 -(4)#10 SCREWS INTO WOOD or METAL 0 y OF V d y=a -(4)3116'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD C Z O j ? O -(4) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 0 z U Ui z 5 O p 1767 CLIPS -(6)#10 SCREWS INTO WOOD or METAL = r 0 v1 -(6)3116'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE ar WOOD - Z o W o tu N W (6) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK o =D- =O-W ir ~= wWy n a ,�Nuunrryr PNORELY E NSF G.Q�v4. TWINrTRIPLE HOR¢ONTALMULLION =+J.iNo 58201 131a VERTICAL MULLION STATE OF :�W+ T' P. _ --- -- m 4�F• �OR1Q••G�2: w i ISITWIN I 4,SS�OriA NN�`,� J0( TRIPLE( OR --- -- (UNITS( (BELOW II 9/26/2017 F__OPENING SIZE MULL LENGTH LUCAS A.TURNER.P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE BAR(S)ATTACHED TO R(SHOWN IN DASHES) ADE 09127/12 THROUGH THE USE OF MULL BAR CLIPS.AN DWG/: REV_ INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED ya TO THE SUBSTRATE AND OTHER MULL BARS. SHEET 1;1 3 OF 10 T ITEM PART# DESCRIPTION 'T"MULLBAR CLIP "L"MULLBAR CLIP CEO" 1 H-1758 1 0 O x 3'MULLION TUBE LINE ITEMS NOT USED: FRAMETYPE OPENING (F4522-XXX) (F-1767.XXX)2 #10 OR#12 HEX WASHER HEADTEK SCREW'(see vole below) 5-6,12 NEW F-1522-013 F-1767-0013 #10 x 1 1/2',PANHEAD PHILIPS ZINC FLANGE 4 #10 FLAT WASHER RETRO F-1522-006 F-1767.001 1900 SW 44TH AVE. 7 S-1897 MULLION CLIP NEW F-1522-013 F-1767-004(L&R) OCALA.FLORIDA 34474 FIN WWW.CWS.Cc 6 SEALANT RETRO F-1522-013 F-1767-004(L8R) 9 5-1895 DRIP CAP NEW NOTRECOMMENDED F-1767-001 10 S-1896 FLANGE ADAPTER BOXRETRO F-1522-006 F-1767-001 3"PVC 11 5-0018 MULLION INTERIOR COVER 13 P-3486 MULL BAR CAP MULL BAR 14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT 15 F-1522-006 3"SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3"MULL CUP,STANDARD !! 17 F-1767-004L L ANGLE 3"MULL CLIP,FIN,LEFT < z 3 ¢z 18 F-1767-004R L ANGLE 3"MULL CUP,FIN.RIGHT Z W w o Q w o W 19 #10 HEX WASHER HEAD TEK SCREW z o z of f- 20 #10 FHTEKSCREW LL o FW3Z0��= z zxm¢Irwoo 'USE WOOD SCREW SIZE(#10 OR#12).SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT U OF-0 U d y d O z_?ZZF-Om Z 0' PZod DO- mzOwa 1 314' 1ST2- 11/16• 9I3L 1 7116• -1 7/19' Bf3z Q pLLp w�=O Z 7/16'br I � 1� C a 0aF}�s�0m 11 1 1/4' 70 9 7116' w to D w y W �w JWf-- 1n6 1/16• Ztl� 'L Z=d K o to DRIP CAP S-1895 113116, 1 13/16- _ p w 1-O a x M MULLION INTERIOR 1 3/16. 11 15116.1 ata tL Lu Lu�a COVER S-6018 FLANGE ADAPTER S•1896 2 7116• 1L4• 13/8* T- 111116' f17/6'1 ,llµuuhgrr 1 f 13116• YitL CnP) 41/8• �.1`PNORE W X4,0 T 1 L �V4�.-v�GENgFG,�y. 318 TOP VIEW 2 7/16' - v t• No 58201 '�i'1�^_ 1 5116- 2 13116' 118• 518' �.� STATE L 1 3116• 7• h----1 3ra•T 1 316--�-I 116 23116• 1 fire tit, �N���•• WMULLBAR H-175B 1111 MULLION CUP S-1897 1/6 y� to ]� 1 9/2`6/2017 ane 21/4" LUCAS A.TURNER,P.E. LF-1522-006 FL PE#56201 118' RETRO/FLANGE CUP 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 `1 4 718' SHEET DESCRIPTtCN: Q I F-1522-013 / NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE.BEND AND BREAK ---< I TO REMOVE FIN FOR FRAME DRAWN BY: DATE: ATTACHEMENT TO MULL BAR DETAIL A ADE 09/27/12 TYP.FIN FRAME 3:1 DWG 0: RE .: CWS-836 B NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. -9 SHEET 1:2 4 OF 10 FRAMETYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP �ktEMS (F--152.013 (F-1767-001)FLANGE NEW F-1522-013 F-1767-001 RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE. FIN NEW F-1522-013 F-1767-004(L&R) OCALA.FLORIDA 34474 RETRO F-1522-013 F-1767.004(L&R) WWW.CWS.CC BOX NEW NOT RECOMMENDED F-1767-M RETRO F-1522-006 F-1767-001 3"PVC MULLBAR IMPACT a —Z ?. <z Fa ui o yWo 1 tB w oz K � z - W o Q�3> o�3m ZLL 2 F-W ZF-wo= ZSmQKWOp OF-OLj6=F.tr r-2314' 21/4' z–'4 O 00z–'4 Z V ? y p U �g0-EtzZ Q � rAZvi 0�(}/l�W ww 1 SW O B' l2 3749 2 7/16• Z to U.1 O- S2 F- D. WFI-0 W=a>- 378•WO -cpz 0. d �'ti 7/16•THRU(TYP) 1/4•THRU(TYP) ,/2• OUTSIDE `pp��Pp10REW�j�ee L 1/4'(TYP) 7/16'(TYP) :yGP;-`,LGEA'SF•.;Qi��� No 58201 •:'�^ 318• Q 9% STATE OF W 1 S8" (2314•) 1518, 1 o"*'A(0R1OPt\a�: 3' ,0"SCD c4- SION.... •` is vB• � X 112" 1 2• I -67/8-- I 9/26/2o 1 7 LUCAS A.TURNER,P.E. 2 314• 2 3/4' 'L ANGLE 3•STANDARD MULL CLIP-F-1767-001 FL PE#58201�l 5" 5 1239 JABARA AVE. NORTH PORT,FL 34288 9."ANGLE 3•MULL CLIP,FIN(LEFT)F-1767-004L `L"ANGLE 3'MULL CUP,FIN(RIGHT)F-1767-004R PH.941380-1574 OUTSIDE SHEET DESCRIPTION: EXTRUSIONS DRAWN BY: DATE- ADE 09/27/12 DWG 0: REV_ CWS-836 B SCALE SHEET 1.2 5 OF 10 i i I - WINDOW SYSTEMS 5900 SW 44TH AVE. i OCALA.FLORIDA 34474 W W W.CWS.CC i 3"PVC j MULL BAR I SEAL BEHIND FLANGE t� APPLY SEALANT ALONG FULL 1� IMPACT SEAL BEHIND FLANGE ! PRIOR TO ATTACHING LENGTH OF WINDOW FRAME PRIOR TO ATTACHING 2 TO MULUON GROOVE PRIOR TO ATTACHING 2 TO MULLION 1� COVER 5 Q z d z 1 ; 9 O ti t1 Qfizd 9 .I I 11 Z W w O W 11 [ FIN MUST BE REMOVED p O w Z O Z K -f- p WHERE WINDOWS .""" U. F w 3 Z OIt F�3::ED _ CONNECT TO MULL , Z z=.7-d b-W O O O OF-O C5 d=Fa U Orn i"'z a-F-ya I z 00, --SON i d 1=zLL20 -Z i > dW-=O_ cn�Qa}.0 z t d OOH nU)V3w n HORIZONTAL MULL BAR SECTION A HO ! TAL MULL BAR SECTION ( YB RTICAUHORt20NTAL MULL BAR SECTION lz w o m s FLANGE FRAME WINDOW E FIN F�WINDOW s BOX FRAME WINDOW IL ?=a O M tt11-O �2Of co tr F a ir�a `�..iiiPT10RE W'rG t1 1 2 APPLY SEALANT ALONG FULL �`Op5.�16 E NgF.�-P„�r„Mr 11 i 2 LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP wf No 55201 ADAPTOR Z f * II t_ U (j It STATE OF 40 .46 FIN MUST BE REMOVED [J ~�O�*��`�.j WHEREWINDOWS CONNECT TO MULL 9 O i DETAIL A '� 9/26/2017 SEAL BEHIND FLANGE 1 (SEE DETAtL B) LUCAS A.TURNER.P.E. SEAL BEHIND FLANGE 10 (SEE DETAIL B) I PRIOR TO ATTACHING APPLY SEALANT ALONG FULL FL PE#58201 PRIOR TO ATTACHING TO MULLION i LENGTH OF MULLBAR GROOVE 1239 JABARA AVE. TO MULLION PRIOR TO ATTACHING FLANGE 1 ADAPTOR NORTH PORT,FL 3428$ e VERTICAL M LL R ES CTION ( VERTICAL MULL BAR SECTION I t PH.941-380-1574 s FIANCE FRAME WINDOW 8 FIN FRAME WINDOW LMM S"EETDsscwPTtoN: Jl SECTION VIEWS MULLS �C= �� ORAWNSY: DATE: ADE 09/27/12 ' D 0: REV4 10 CWS-836 B DETAIL$ SCALE: SHEET i 1:2 6OF10 NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE CONFIGURATION IS SHOWN IN BOLD. VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION 2•AN INTERSECTED MULL BAR HAS OTHER MULL Gomm BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS.AN OCALA.FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE W W W,CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED z z TO THE SUBSTRATE AND OTHER MULL BARS. 3" PVCJ J W Z MULL BAR J J J JW IMPACT I I LI I z � NWo OPENING SIZE" � OPENING SIZE� f-�— OPENING SIZE---I -�{ OPENING SIZE F� Z W�O QF-0 w Lu ZO2 It l= Z Z 2 m X w 0 0 O OFOUQ=FX iWINRWPLE HORIZONTAL MULLION U U(A F IL F U)D. TWIN TRIPLE TONTAL PLE VERTICAL MULLION 2 601 N z j V y HORIZONTAL MULLION HORQONTAL MULLION HORIZONTAL MUWON Q F Z o o OZ O IL,U > <�OOwl=OZ N < X"F-���0� NOPENING -- --SIZE C7 SINGLE) K z N w U)O LU co y w z z TWIN u wh=-o Xa=�� ,n a OR C s X w3wm W n J O �TRIPLEJ IL X a. o z —— —— UNITS) L m I IBELOWI o7L G—MULL LENGTH I -MULLLENGTH --1 I I `��� ,�10REIy MULLLENGTH I F __OPENING SIZE F'— MULL LENGTH - G ��: No 58201 .1 Z. STATE OF ;"� NOTES: 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 APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR 012)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR 9/26/2017 2.MULL CUP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9, LUCAS A.TURNER,P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURETREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.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 PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: S.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 CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: ADE 09/27/12 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. DWG T. REV,: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 B 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: ET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAAWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHE 1:1 8 E T i QRtEMSM 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CW&CC 3"PVC MULL BAR IMPACT RETRO FIT I:ANGLE MWU BAR CUP MULL BAR CUP TWO REO'D PER EACH z :;: �c END OF MULL zo F P clujo "U013 MULL BAR MULL BAR z tu-18 'rzfu I w z0Z a:--- u- IZW Z�-3:�Y t:f= z zx�<Xwoo 0 0 0 6<X I-W INSTALLATION ANCHOR —INSTALLATION ANCHOR 0 0 Z M I-M CL SEE TABLE I SEE TABLE 1 0 Z CO Z QZ00)ZO 0 ADD STRUCTURAL ELEMENTS SEALANT&ON.G. ADD STRUCTURAL ELEMENTS < 1-.-LLMO L�Z SEALANT AS RECrD TO MAKE LEVEL FOR OUTSIDE 0 AS RE01)TO MAKE LEVEL FOR 0- oUTSI' ALONr, IL F MULL BAR MULL BAR Z'6 I'll POSE D 0wr ix EDGE BY INSTALLER EDGE BY INSTALLER I PERIMETER SEALANT 0 a PERIMETER SEALANT LL(1)=mc3www BY INSTALLER ENT BY INSTALLER Fx UJ 0-1 Ln�- MIN.EMBEDMENT 0- K n- w0mv INSIDE AND OUT INSIDE AND OUT SEE TABLE I o wx0 IL=It cc W_ w SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS I SEE TABLE 1 SEE TABLE 1 *1 I MIN.EDGE D)ST. MIN.EDGE DIWST. SEE TABLE I SEE TABLE 1 /-D-\VERTICAL SECTION r-F'\vommsEcnm z TYPICAL FLANGE(RETRO FIT)ANCHORAGE �,jj TYPICAL FLANGE(-L!ANGLE)ANCHORAGE c, HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION N. 58201 S'P' STATE OF 40�Z 0 1 .Ai .......... 9/26/2017 NOTES: LUCAS A.TURNER.P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#58201 TABLE 1:APPROVED MULL CLIP INSTALLATION FASTENERS 1239 JARARA AVE. SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRE�(U KSI�MINJ 3116'r(W TAPCON 1. 3' AFTER INSTALLATION. PH.941-380-1574 CONCRETE(2.85 KSt MIN.) 3116'ELCO ULTRA 1.1-314' 3.RECESS RETRO MULLION CLIP 318'MAX.FOR CLEARANCE OF WINDOW SHEET DrzseRPTlott HOLLOW or GROUT-FILLED CMU(ASTM C-90) 114'ELCO ULTRACON 1-1/4" 2-1/2" UNIT AS NEEDED. INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 3116'ITN rAPCON FLANGE 1318"al 7/8' 4.FOUR(4)ANCHORS REQUIRED PER-r MULL CLIP,SEE SHEETS 2-3. OR ELCO ULIRACON BRAWN 8Y- OATE THREE(3)ANCHORS REQUIRED PERT`MULL CLIP,SEE SHEETS 2-3. — '. 2XMIN.SOUTHERN PINE(0=0.55) #10 WOOD SCREW 718" ADE 09127112 16GAUGE_T0_.0W)MIN.STEEL STUD #10-16 HLn KW IK-FLEX OR ITW FURL THREAD 7/16, 5.SEAT MULLION TIGHT TO MULL CLIP. WW G—9.' RE-T.'— (33 KSI YIELD MIN) TEKS SEUF.DRLUNG SCREW IHRU 0,060" 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B 1/8'ALUM.M.(6063-T5 MIN.)OR #10 GRADE 5 SELF TAPPING I FULL THREAD 7/16* SPECIFIC INSTALLATION DETAILS. SCALE SHEET I/V STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1:2 9 OF 10 GEtEMS'M 1900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWS.CC 3"PVC MULL BAR IMPACT a z 3 ¢Z3: . RETROFIT 1^ANGLE CLIP f- o ui O ¢W o n MULL BAR CUP •°°°—° TWO REQ'0 PER EACH END OF MULL w Z m z p a m z ►Q-w3F-WOO MULL BAR fl MULL BAR Z ZO �p.? Q!sl O O t!I� ow Za-wm tr INSTALLATION ANCHOR - _ INSTALLATION ANCHOR Z U co Z Cl L,U - _ -- SEE TABLE 1,SHT 9 SEE TABLE 1,SHT 9 ? r O? Z _ - - 00 �3 SEALANT ALONGE '' - - - SEALANT ALONGE �' - - O CI��a u!�ti1 OUTSIDE EXPOSED OUTSIDE EXPOSED Z W w O J N F•- Z"d N OUTSEDGE BY INSTALLER ebb a. EDGE BY INSTALLER ob';' a Ut F O a x L EXTERIOR FINISH MIN.EMBEDMENT EXTERIOR FINISH --�'n 4;. MIN.EMBEDMENT d F=- d a d BY OTHERS ���9e!- SEE TABLE i,SHT 9 BY OTHERS ;ol.! SEE TABLE t.SHT 9 PERIMETER SEALANT ' PERIMETER SEALANT BY INSTALLER BY INSTALLER ssss r4 INSIDE AND OUT ss tttsttrr rr INSIDE AND OUT `�� SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS `�75.AGE NS•, SEE TABLE 1.SHT 9 5££TABLE t,SFiT S _ `.G. �. F,1%+„+ •=v No 58201 MIN.EDGE DtST. o,o MIN.EDGE DIST. _ SEE TABLE 1.SHT 9 SEE TABLE L SHT 9 F VERTICAL SECTION G VERTICAL SECTION 10 TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN(V ANGLE)ANCHORAGE HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION '10. 9; STATE Of F41 ' SS�QNA 9/26/2017 LUCAS A.TURNER,A.E. NOTES: FL PE It 58201 1239 JABARA AVE. I-SILL STOOL MUST BE F WSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTALLATION. PH.941-380-1574 SHEET DESCRIPTION: 2.RECESS RETRO MULLION CLIP 3/8'MAX.FOR CLEARANCE OF WINDOW UNIT AS NEEDED. INSTALLATION DETAILS FIN 3.FOUR(4)ANCHORS REQUIRED PER T MULL CLIP,SEE SHEETS 2-3. aRAWN 8Y. TATE: THREE(3)ANCHORS REQUIRED PER-V MULL CLIP,SEE SHEETS 2-3. ADE 09127/12 4.SEAT MULLION TIGHT TO MULL CLIP. rnVc . REV: 5.FOR ANCHORAGE DETAILS FOR THE WINDOW.REFER TO THE WINDOW CW 5-836 B SPECIFIC INSTALLATION DETAILS. Scale SHEET 1:2 VDF 10 ® Window World of West Palm Beach tRG� cQ Florida License Number CBC1260052 W!�li 1500 N Florida Mango Rd.Suite 16B•West Palm Beach,FL 33409 Phone:(561)684-2040 • Fax: (561)684-2050 "Simply the Best for Less" www.WindowWorldWestPa[mBeach.com WestPaimBeach@WindowWorld.com Customer:- SC.1't Jkl �. C,\lt Jai/V-S Phone 305 03G-7 Install Address: a1 o0'1 C 1h LAA Qm-Q yj S w v... tach- S u�rr.cs l uL=t 1--1 l 34q% Bill Address: SINGLE HUNG/DOUBLE HUNG SLIDER/CASEMENT/PICTURE WINDOW i �Oite /DHNon-Impact $400 Series 8000 2 Lite Slider $550 /DH Impact $2'V SC - Series 8000 2 Lite Slider Impact $ Low E/Argon $ Included Series 8000 3 Lite Slider $800 SolarZone Turtle Glass $ Series 8000 3 Lite Slider Impact $ I Colonial Grids(Flat ontoure $452-2,S Series 8000 Casement/Awning $550 Prairie Grids $60 Series 8000 Casement Impact $ Tempered SH/DH $70 —Series 8000 Picture Window, $500 Obscured SH/DH $60 �_Series 8000 Picture Window Impact $ 514 Bronze Frame Color(Per Side) $ Specialty Window V--2- $ 355 2 5 w $ 13\50.- Specialty Window $ $ Specialty Window $ $ ti Colonial Grids(Flat/ _ ntoure $60 210 $ Specialty Grids $100 $ SolarZone Elite Low E/Argon $ Included $ $ SLIDING&SWINGING DOORS MISCELLANEOUS Sliding Glass Door $ _"_Window Labor up to 52"wide $190—2 o Sliding Glass Door $ \ Window Labor>52"wide<135 UI $290 ";?�t(� Sliding Glass Door $ Window Labor>52"wide>135 UI $450 Low E/Argon $ Included Extra Labor/Materials $ Entry Door $ "A Mull to Form Multi-Unit $75 W-0 Entry Door $ Nail-Fin Cut Out $25 Entry Door $ Trip Charge $ Door Labor $ Upper Floor Install $ Buck Frame Door $ $ The buyer is responsible for the removal and re-installation of aqges ' g.security system,burglar bars or A/C units and for removing all window coverings and/or obstructions prior to installation.Additional chremoving items are at the following rates:A/C Units-$50;Curtains/Blinds- $25/Window;Funiture-$10/Item;Shutters-$50 Pair NO EXTRA WORK IF NOT IN WRITINGI Cus er agrees to the terms of payment as follows: 3� mus tc a.rs..ru,w� Subtotal $ S d, Site Set Up/Landfill Disposal $100 N�QPi,rc� -rc:., 'SK,t— �avyF Permitting Fees $ fl�Cj.�Gy LSZot.1 Total Amount $ Credit Card# Custom Order Deposit 50% $ V Q MC❑ Disc.O Expires Bal , ce Paid to Instal /Financed upon Completion $ 5 5 3 y- You the buyer may cancel this transaction at any time p I r o m night of the third business day after the date of this trs on. Notice of cancellation must be in writing postmarked no later than midnight of the following third business day. Initial: THIS IS A CUSTOM ORDER NOT FOR RESALE! This Window World franchise is independently owned and operated by MSJS Windows and Doo ,nc.d/b/a Window WoddqAVesqalrn Beach under license from Window World,Inc. Buyer agrees that he/she has read and understands all items and conditions on front and back of this contract and agree to each and every term and condition. _6 6-Z--L�—11 F Owner Date I srnan Data Owner Date West Palm Beacdow -t White Coov-Oriainal Yellow Coov-File Pink Coov-Customer