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Home My WebLink AboutPRODUCT APPROVAL WINDOW SINGLE HUNG-• .Florida Building Code Online `b r t ) A Y1W'L'94)'1 of 2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stabs & Facts Publications FBC Staff BCIS Site Map Links Search dbr u NQ0Pro"CtA pproval < USER: Public User Product Approval Menu > Product or Aoolication Search > Application List > Application Detail M_� FL # FL16177-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue rrl Ocala, FL 34474 \ ii (352) 368-6922 Ext 255 \\\ sbrooks@cws.cc \ � ( Authorized Signature Stephen Brooks \V1� sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@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 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 J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FI-16177 R1. COI EvalRep CWS-812B (SH-8100, IMP, NoSiilAnch).ndf Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 https://www. floridabuilding. org/prlpr_app_dtl. aspx?paramrwGEVXQwtDgvyf4ngAXh 10... 2/20/2017 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 R1 TT CWS-612B (SH-8100, IMP, NoSiliAnch)..o f Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +701-70 Evaluation Reports Other: SH-8100 PVC Impact, no sill anchors required. FL16177 R1 AE DuPont PVB NOA 13-0129_27_pdf FL16177 R1 AE EvalReD CWS-812B (SH 8100, IMP Safety glazing required on outer lite above 30 ft. in HVHZ. NoSillAnch).ndf Glass complies to ASTM E1300-04. FL16177 R1 AE Ouanex Mikron NOA 12-1.017 02.E Created by Independent Third Party: Yes Bark Next 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 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 if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® -_. s • ZEN Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10... _.2/20/201.7 - -_ _ 1 SINGLE HUNG - LARGE MISSILE IMPACT ------53 V8" MAX. OVERALL FLANGE WIDTH i �;.._.._._._._ _— ... _. 51 7/8" MAX. UNIT WIDTH-- --- '!—4711116• GLASS DLO li - A �- 63" MAX. OVERALL I FLANGE HEIGI IT B 1 61 3.14" 1 MAX. UNIT HEGHT I 1 30 3/16•' I MAX. i SASH HEIGHT i I I • I TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS & B.O.M........................4 ANCHOR SCHEDULE & NOTES INSTALLATION DETAILS....................6 -- -- I I I O I B 26 13.116- GLASS DLO I I _ 1 26 7;B" CLASS DLO A --- 45 1116- _............ .._ GLASS DLO 48 18" — MAX. SASH WIDTH GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED I WINDOW yWI fN75/C/DG4/ W SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), 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 IN ASTM E 1996 PER THE FBC. W W W.CWS.CC , 2. GLAZING OPTIONS: (SEE SHEET 2) 8100 PVC 3. CONFIGURATIONS: "O/X". SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. I -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 1i ASTM E-1300-04. Co 5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED - -- IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR Y F- DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ! LU m m ANCHOR CALCULATIONS. U N z 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE I I m LD N ! NOT REQUIRED. i o Q U, w W 7, ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT ( Cc a ? F- ¢ USED AT FIXED MEETING RAIL AND JAMB. o 3 B. SERIES / MODEL DESIGNATION SH-8100. < p U oc�Cn IL 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: I ¢ O X = OPERABLE SASH. 0 = FIXED SASH m ¢ z 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR-� - LOCATION. .........'to' T ' 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. G�5•��OEIV. :'�¢,y'�' w : No 5S201 •'��" Lucas A. ^9STATE OF :�� Turner 0, _:�4t/z 2015-04-11 ��' 0 A j° ,G��`� 15:15-04:00 ��SS'ONA��P`�� z� 4/11/2015 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCHIPTIOtJ. - GENERAL NOTES AND ELEVATIONS DRALYN BY' OATE: DESIGN PRESSURE MAX. UNIT SIZE IMPACT RATING RATING 51-7/8" x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT BAT 06/18/12 ' OWG a: REV.: CWS-812 j B SCALE: —i - SHEET l 1:15 1 OF6 718" OVERALL INSULATED GLASS --?-- 1:8• ANNEALED OR TEMPERED ----i--7116" AIRSPACE ---IL---5;16" LAMINATED GLASS --I1--1r8' ANNEALED -4---.090" PVB INTERLAYER BY DUPONT - �— 1:8" ANNEALED - - DURASEAL BY TRUSEAL PURFECT GLAZE "H" OR SIKAFLEX 552 1 I 1!2' GLASS BITE FIXED LITE — +--718" OVERALL INSULATED GLASS --�— V8" ANNEALED OR TEMPERED ----7/16" AIRSPACE —5116" LAMINATED GLASS ------ 118" ANNEALED - 090" PVB INTERLAYER BY DUPONT L— 1!8" ANNEALED -- DURASEAL BY TRUSEAL 1 7) PURFECT GLAZE "H" OR SIKAFLEX 552 ,1 1:2" GLASS BITE SASH LITE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT T r' m cm i j I iu in �Y Lu¢} w m m IC N z; 0 Q N (_n �N o Z >; w ¢ O W' LL U W Z) O u 1 m¢z `,tit�uu��ei�q� P1y0 RE 4.. l �/ 4� �cE1ag f. V-1 No 58201 f' L STATE OF •:4U r 4/11/2015 LUCAS A. TURNER. P.E. j FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 3HEETDESCRIPTION' -1 GLAZING DETAILS 1 )RAYJN BY: .DATE: BAT 06/18/12 CWS-812 B SCALE' ---- -- SHEET 1:1 20F6 INTERIOR Fs. SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. 4q, Oti -(f INTERIOR] SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20, 25-26, 36-37. 44, 51-52, 55-56, 64, 67-68 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.cC 8100 PVC SINGLE HUNG IMPACT 85 LI] Cc, — < w5- co m cnf Z+ cc w z 0 Lu u a: fr; wLL r fiL m Z < P, ...... C, No 58201 STATE OF 4/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET id SECTION VIEWS I BAT j 06/18/12 ()wG CWS-812 B SUACE—. SHEET 1:2 3 OF 6 I r._..__...._..... 3 118' -_.. _-.. I i� 211 16" 4J ti 16" Bottom 7/8" 30 1 P-3215 Weep Cover w/ Flap Geer Plastic 32 P-3429 jWstp., 0.270 x .187 back FinSeal, Gray Ultrafab 37 P-4638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 39 P-4051 W #8 x 1.250 Ph FH TEK, Wht. Hub City Steel 40 P-4264W #8 x 3/4 FH PH w/#6 Head, TEK, Whit. Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 1/2" Hale M&M Nylon 47 1 P-3438 Sikaflex 552 or Purfect Glaze "H" Sika/Henkel 64 1 P-3321 IScreen Frame Comer Key Allmetal I Plas is 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Bettervue Fiberglass 66 P-3228 Screen Spline, .155 Dia.. Blk. Dapa Vinyl 67 P-30 29 9Screen Pull Tab Summit Alum 68 1 P-3033 IScreen Spring, SS Ft. Screen SS 72 S-6063 Cover, Fixetl Rail Mikron 73 S-1112 Reinforcement, Impact Hook Keymark 74 1 P-3541 I #8 x 1/2", Pan Head, TEK FastenaI LINE ITEMS NOT USED: 5, 7, 11, 15-17, 21-22, 29, 31, 33-36, 41-43, 46, 49-50, 55, 57.61, 69 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. PVC FRAME FLANGE-6031 7!8"..-'i .-- 91161 36•• REINF., IMPACT HOOK - 1112 15 16" L_ PVC SASH STOP - 6025 3/4 ... .I _ ...� 3116" 1116" REINF. S.B.R./S.S.R. - 1498 115/16"- --+ I f-- 0) 15/8" 1-6" PVC SASH BTM. RAIL-6028 15'8" PVC SASH SIDE RAIL - 6004 1/2- PVC SCREEN CATCH -6013 3/ 4" 15!16" 1/16" REINF. BTM RAIL-1699 I/' 3M V b O 1 5i16" �I 6 718" 1!16" j i IMPACT HOOK S-1577 ........... 23116 .._.....-i I 1 II5J8- L PVC SASH TOP RAIL-6027 FRAME CORNER CONSTRUCTION 14' CORNER WELD (ALL SIDES) 1:8 i1 112".__ 2 1/8" - 1/16" FIXED MEETING RAIL SCREWED TOGETHER WI OUTERFRAME 1:8 FIXED RAIL - 1836 1 1/8"'j 7 5/16. -1 L-J045" 15;16" 09� PVC FIXED RAIL COVER - 6063 PVC SCREEN SUPPORT - 601 5/8'. - 114" r REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064 tit"— I I --- 3r16°- 3" SCREW SUPPORT-3113 WINDOW SYSTEMS I�/1 1900 SW 44TH AVE. ` OCALA, FLORIDA 34474 I WWW.CWS.CC — 8100 PVC SINGLE HUNG IMPACT c7 iB w O 4 Y } wcoM Cl)! TH I U� N Z o O, Q rn I o 0 IN� wi w cc CC a � a w 7 U W 1 I cc (J I 4 I ,``�.y�Pp1DRE4VrjG��. No 58201 : q Ei -3% STATE OF . w+ ' r� 4/11/2015 LUCAS A. TURNER, P.E. FLPE#DO" I 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN 6V: iDATE� BAT j 06/18/12 DWG tt: j REV.: CWS-812 B j SCALE: SHEET 1:2 j 40F6 6" MAX. (TYP.) 6- MAX. (TYP.) 1 MP ( 4" (TYP.)- 10 If2• MAX. O.C. )TYP.) 4" TYP -- .1 -- 17" MAX. O.C. (TYP.) X. O.C. fVP.) I I O I I I I I I I I 1 1 x ^ ( .I 4• (TYP.) "I NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT - (FLANGE) `SEE NOTE 2 -- - INSTALLATION ANCHOR (TYP.) — �A+TIiRNt NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL. 2. SHIM AS REO AT EACH INSTALLATIGid ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1. SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETECMU 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. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY. V FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. WINDOW SYSTEMS 1 1900 SW 44TH AVE, OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT i I Ln N I co W 6 Q i o o Y 1- _I ^2 Q Y 1 Wmm cn: U N Z' m Oi O I¢WoW W f- (r. a c7 rL w Z s cl O W D ¢ O _ 1m¢z 0'6% :ORE.41+� A# v : No 58201 '�13 -p STATE OF •:� T' F P • •a ��i tc • • < OR 4111 /2015 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 SHEET DESd1iIPTION. f ANCHOR SCHEDULE AND NOTES DRAWN OV: DATE: BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. - CWS-812 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: IscACE: SHEET FMA,'AAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS). FMNWDMA 250(SOX WINDOWS), FMAIAAMA/WOMA 300(EXTERIOR DOORS) I 1:15 5 OF 6 I TYPICAL HEAD ANCHORAGE -----�--MIN EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT PERIMETER SEALANT ----14 SEE TABLE 1 BY INSTALLER INSIDE AND OUT `-+------`--- SEALANTBEHIND --/ FLANGE BY INSTALLER n--- IA" MAX, SHIM INSTALLATION ANCHOR -- - -- SEE TABLE I CONTINUOUS DOUBLE 3/16" BEADS OF TREMGLAZE U 1600 SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. 1/4' MAX. SHIM SEALANTBEHIND FLANGE BY INSTALLER PERIMETER SEALANT - -- MIN. EMBEDMENT BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS--� SEE TABLE 1 -------- -}---- MIN. EDGE DIST. SEE TABLE I A �VERTICALSECTIO_N /r_ 6 TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON GROUT -FILLED CMLI (ASTM C-90) 3.116" ELCO ULTRACON 1-114" 2.1/2" 2X MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/8" 7/8" 2XMIN. SOUTHERN PINE (6=0.55) #10 WOOD,SCREW 1-318" 7/8" 16 GAUGE (0.060") MIN, STEEL. STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7 16" 118" ALUM, (6063-T5 MIN.) OR 1/8- STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" T'16" MIN. EMBEDMENT ��®�• SEE TABLE 1 I --SUBSTRATE WINDOW SYSTEMS BY OTTHERS 1900 SW 44TH AVE. 114" MAX. SHIM- =- ! SEE TABLE 1 OCALA, FLORIDA 34474 i ._-..------------ _ WWW.GWS.CC 4 I MIN. EDGE DIST. SEE TABLE 1 ._._.._._. _._....... 8100 PVC SINGLE HUNG INSTALLATIONANCHOR -- SEE TABLE 1 - _ -. 1. IMPACT ¢ -- PERIMETER SEALANT y F- BY INSTALLER w INSIDE AND OUT --�-- - I ! m m i SEALANT BEHIND ` ZI FLANGE BY INSTALLER m OI _ V N /n HORIZONTAL SECTION N p1 Z Lu TYPICAL JAMB ANCHORAGE i i cc W O cr Z U 0 U w 0 ZI PNORE41i,Th�i� 1 w . No 58201 •'fib" ^ �_ :9 STATE OP :� !. 1 0 4111 /2015 ._ . ......... _.. - - .._.._.... LUCAS A. TURNER. P.E. _ FL PE # 58201 PERIMETER SEALANT--_-- _ 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT HORIZONTAL SECTION PH. 941-380-1574 _ \ 6- / BOX FRAME INSTALLATION _-------------_- - --' SHEET DES-CRIPTION:- HEAD AND SILL SIMILAR FOR BOX INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, LINSTALLATION __.. __._, ......_..............___._; BY:AT UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: 06/18/12 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED IREV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-812 i B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS .___L_.__—.—_ SHOWN FOR FLANGE WINDOWS. SGALE: j SHEET 1:2 6OF6