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PARA-0, ISE EXTTE, ."Build 'a.Our Quality Reputation One Customer At A Time SCC131150472 Property Information Building Information Owner: KIP BRAMMER Wind Zone: 170 MPH. Address: 1292 NETTLES BLVD Exposure Category: D JENSEN BEACH,FL 34957 Minimum Building Dimension: 26 ft. Mean Roof Height: 20 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive ]F-Max Negative IF Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 End 36 35 7 48.2 -64.6 2 Int 35 35 7 48.2 -52.3 3 _End 47 48 7 46.8 -61.8 4 Int 35 49 7 47.7 -51.8 5 Int 35 49 7 47.7 -51.8 6 End 35 34 7 48.2 -64.6 7 Int 35 ' 35 7 48.2 -52.3 8 End 47 49 7 46.8 -61.6 —.............. - - 9 Int 25 47 7 48.2 -52.3 10 Int 25 46 7 48.2 -52.3 11 Int 35 52 7 47.5 -51.6 12 Int 35 52 _ 7 47.5 -51.6 13 Int 35 53_ 7 47.4 -51.5 14 Int 35 52 7 47.5 -51.6 15 Int 25 46 7 48.2 -52.3 Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code: Page 1 of 1 ® ® s B ® to o A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS ( ) (-)PSF ( ) (-)PSF DIMENSIONS MULLION REQ Y/N NUMBER or Interior OR DOOR NUMBER + PSF + PSF SIZE REQ Y/N/NA 1 End Window pis"Lami FL16177.1 70 70 48.2 -64.6 52x62 36x35 No No 2 Int Window va°Lami FL16177.1 70 70 48.2 -52.3 52x62 35x35 No No 3 End Window 7/8"Lami FL16177.1 70 70 46.8 -61.8 52i62 47x.48 No No 4 Int Window 7/8"Lami FL16177.1 70 70 47.7 -51.8 52x62 35x49 No No 5 Int Window 7/8"c,ami FL16177.1 70 70 47.7 -51.8 52x62 35x49 No No 6 End Window °LainiIG FL6890.1 67.5 67.5 48.2 -64.6 37x72 35x34 No No 7 Int Window 7/8"Lami FL16177.1 70 70 48.2 -52.3 S2x62 3505 No No 8 End Window '"Lami tU FL 13 01.0.3 70 70 46.8 -61.6 ''-0,48 47x49 No No 9 Int Window >-K°Lami 10 FL6890.1 67.5 67.5 48.2 1 -52.3 37x72 25x47 No No 10 Int Window "`"Lami IU FL6890.1 67.5 67.5 48.2 -52.3 37x72 25x46 No No 11 Int Window 7/8"Lami FL1.6177.1 70 70 47.5 -51.6 52x62 35x52 No No 12 Int Window 7/8"Lami FL16177.1 70 70 47.5 -51.6 52x62 35x52 No No 13 Int Window 7/8"Lami FL1.61.77.1 70 70 47.4 -51.5 52x62 35x53 No No 14 Int Window pis°Lami FL 16177.1 70 70 47.5 -51.6 52x62 35x52 No No 15 Int Window 7/8"Lami FL1.61.77.1 70 70 48.2 -52.3 52x62 25x46 No No Florida'Building Code Online I Page 1 of 2 x - 777-77-1 �v a %.�kaX1, �'����!'"Lits �..SL' h� .3�I�.;ill.}w."$�•��,°��;� ��.�s" �,� �r`o-,�, 'x_� a..::..�...,�z,..;, � �; ��� „ BCIS Home Log in ( User Registration lint Topics Submit Surcharge Stats&Facts Publications FaC staff,I BCIS Site Map ' Links Search j Fkt^'ida 'Product Approval Public User Prndua Aeornval Meng>Product or Application Search>Anolication I.L.St>Application Detail cif ( FL FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived I � Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 I (352)368-6922 Ext 291 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 Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' LJ 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 Crit Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 CGI EvalReoortS12C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgvyf4ngAXii IOy... 1/3/2018 r Florida Puilding Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 i ummary of Products FL# Model,Number or Name Description iE]E 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. i { Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-8.1.2C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required. FL16177 R2 AE EvalReDOrt812C.Ddf Safety glazing required on outer lite above 30 ft,in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. I , eac1 Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1,824 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 I electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 85D.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: Credit.Card,.- Safe i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 1 Oy... 1/3/2018 i f .f I T j� 1239 Jabara Ave. �J �` North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8"x 61 3/4"unit size, -'-/-70 PSF, no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44"'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6'11 Edition(2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A.Turner, P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A.Turner, P.E. .3) Test Report NCTL-210-3815-1A, -2, and-2A, by National Certified Testing Laboratories, Orlando, FL,signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202,1203- 94, ASTM E 1886-02/04/'05, 1996-021'04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-8120. Limitations of Use: This product: 0 May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone 0 Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in 1-IVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-118Ann) inboard lite ® Requires Kuraray(Dupont) PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 ` • Requires Quanex (Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6'h Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will l acquire, a financial interest in.Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire, nor will.I acquire, a financial interest in any other entity involved in the testing or approval process of this product. y�trtitrrr Nc, 8201 -13 z� a = 8/29/2017 . `u ' _' .� •'• � ``� Lucas A. Turner P.E. `{fjE ONA FL PE#58201 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W W W.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8"MAX.O ALI_ NGE WIDTH 2. PVC 3.CONFIGURATIONS:"O/X". 51 7/8"MAX.UNIT WIDTH SINGLE HUNG a711/1s'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON.TESTED PRESSURE,WATER ¢ z ¢ 0 INFILTRATION TEST PRESSURE AND GLASS TABLES z -- -- - ASTM E-1300-04e01/09. Z w�cl a w w w ZOz ��?r 63' _ __ __ I _ 5.ANCHORAGE:THE 33 113°'o STRESS INCREASE HAS NOT BEEN USED 12 LL F w Z F-� _ MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z=2¢0:w O0 O OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F-O C5¢=I-c HEIGHT GE ANCHOR CALCULATIONS. o z m t j Z Z F-?D_ I 2613/16" Z OOU�/--�U- B O B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ -z g z 0 LL U DOSS NOT REQUIRED. ¢3 p w-=0? 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O o }o w O w I6N13 4" I I USED AT FIXED MEETING RAIL AND JAMB. rx Z y w p cNi�Fw 0 HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. _NIT 0 UJ~aw� w O d D_ 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: ,,i"'itillit"��, X=OPERABLE SASH,O=FIXED SASH I I ;.y PbREu TG•. 30 3116' 1 i7 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��pp..: •; MAX. 26 7/8" +CF,• LOCATION. HEIGHT SA H IGHT I p p S No 552`:31 •' B 11,EXTERNAL WEEP SLOT=114"x 1-1/4"LOCATED 4"FROM BOTH ENDS. �O STATE OF '4.'j C 41 Z — -- 451/16" GLASS DLO 48 3/8" 9/22/2017 MAX.SASH WIDTH --....... ....-.-_...._...--�------ LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE DRAWN BY. DATE: _ GLAZING DETAIL...............................2 MAX. UNIT SIZE IMPACT RATING BAT 06/18/12 SECTION VIEWS.................................3 - — - r ----- --- -----RATING — - - DWcu: REV.: EXTRUSIONS&B.O.M........................4n n - -- CWS-812 C ANCHOR SCHEDULE&NOTES.........5 51-7/8 x 61-3/4 +/-70 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS....................6 sc'tiE"'""-'-' SHEET 1:15 1 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE, OCALA,FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG IMPACT a z 3: ¢z3� QwpW zwin Q Z°Zrorx�m LL r¢-w zt-3:21 7/8'OVERALL INSULATED GLASS 718'OVERALL INSULATED GLASS Z Z 2 0 4 a W O O O O F-O 0-P}-co IY U Ut-ZO.. � D. 118"ANNEALED OR TEMPERED t/6"ANNEALED OR TEMPERED z O 0 j-Z S U- 7115`AIRSPACE 7116`AIRSPACE } h ''20 LLO Z 5116"LAMINATED GLASS Cc O f'h_ 5115'LAMINATED GLASS W h Z 118"ANNEALED I 118"ANNEALED Z tp w U p_j fn h ix a U) .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT p w N O a O N 118"ANNEALED 1/8"ANNEALED IX F a W QUANEX DURASEAL IG ANEXSPACER DURASEAL ,'+�ytaO�RE4+`��� IG SPACER IG SPACER � a7 PURFECT GLAZE"H"OR SIXAFIEX 552 �� P.......... rLrhrr 47 PURFECT GLAZE'H*OR SIKAFLEX 552 = � �' E '„C• No 55201 e 112"GLASS BITE 14 s. 112"GLASS BITE 48 48 , .0 SPATE 4P «kiz 23 err C�'' f O R 1ID SASH LITE 9/22/2017 FIXED LITE LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIP1Ii7N.'----'--''ry GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 'WG REV.: _ . .._ CWS-812 C scn'L€: SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:1 20F6 INTERIOR 1fdINDUtN SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 45 3? 27 53 X13 32 3 4 45 WWW.C;^JS.CC 8100 PVC o ® _ SINGLE HUNG 0 IMPACT ', a5 - _ P^i Q z �: az c,O WwoO o 0 o ao?}0X�m 14 t" 3 z z2�<X,Oo 3 14 54 14 65 66 63 19 4 O ONOUa .m Q SECTION B-B z I Z z()-Z=Uco 54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, z F z g zO LL 0 RIGHT SIDE SHOWS SASH SECTION VIEW. ¢O w-F O z w O��U)0wU)w wU)a 1439 p wl=-0 Q-O=�>- ao �4 a T a waw 0 7 - 2728 1 32 INTERIOROR✓.4d+T�+'% 91 GE.....�Q No 55201 y� 0. STATE OF ;4,= ORI 14 53 '+4SlONA 65 10 66 I 62 32 q 23 -- 9/22/2017 ._ 4 LUCAS A.TURNER,P.E. 2 FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 O PH.941-380-1574 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1.2 3OF6 PARTS LIST FRAME CORNER ITEM PART i! DESCRIPTION VENDOR MATERIAL 3118•.- y CONSTRUCTION (( jJ/7(�97�//))tylyn• 1 H-6031 Main Fc,SH,vi/Fig.,PVC,Head Mikron Vinyl I �,fWS'[avlhlSU(J11I1' 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sifl Mikron VinylWINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 I F--2 3116" 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl2 I �1 OCALA,FLORIDA 34474 6 3-1577 Impact Hook Keymark Alum 3 10 J WWW.CWS.CC 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11116" 4 1 516" r 1 518" 9 1 H-1497 Reinf.Sash Meet.Rail Keymark Alumft- 110 H-6028 Sash Bottom Rail,PVC Mikrnn Vinyl LI� J- 1-1/16" .1 IJ --1/16^ 1/ts CORNER WELD 8100 PVC 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl (ALL :8 ES) SINGLE HUNG 13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6026 PVC SASH TOP RAIL-6027 IMPACT 14 5-6064 Glz.Bd.,7/8" Mikron Vinyl 18 S-6013 Scm.Adapt.,wftb,PVC,Horiz. Mikron Vinyl 19 S-6014 Scm.Adapt.,PVC,Vert. Mikion Vinyl ¢ ¢-0 Cf)1 112"---i F- W-10 w 0 w 20 S-60^^<9 Sash Stop!Filler,PVC,Vert. Mikron Vinyl 13116. �:.. w Z O z �I_Z F 23 H-1699 Reinfrlrcement,SBR Keymark Alum 718" __ 1 p :;z w�z O X Z m 24 P-2190 Balance BSI 9/16' 12 LL Z zW <� �_ 25 P-3059 Sash Cam.PVC BSI Plastic O O F O�j<_ C 1116" 0 Z�~ Z�Z)U) 26 P-3046 Take Out Clip BSI SS 15/8., 2 1/8" "1116" FIXED MEETING RAIL W Z 27 P-3783 Lock,Impact,PVC Interlock SCREWED TOGETHER WITH Z 00 0( -D(.)- 28 O- 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1/1s' OUTERFRAME < I_z LL g p O u.z REINF.,IMPACT HOOK-1112 1:8 <�O w_H O- 30 P-3215 Weep Cover w/Flap Gaer Plastic �< Z Ui 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W O o >0 p w O W 37 P-4638 48 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel E Z L w O-t m I- 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel �•1 5n 6' 9/16' O w H O Q_O 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 112 t V8^ '--1 1/8•x{ a F a Lu w 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 I © 5/t6"� I 0- 44 P-3342 Seam Sealer,SM-5504 Schnee 718" I 18 1 5116 19 45 P-3752 Cap Plug,1/2"Hole M&M Nylon 116 045" T— tns" ..........rG '� 47 P-3438 Sikatlex 552 or Purfect Glaze"H" Sika/Henkel 1116^ CP.•ti�G E .,Q�GF 48 P-3352 Set.Blk.,85 Our.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 z�;"• No 58201 �:�'A 51 P-3881 Temporary Lbl.(NFRC/DP) * ;y 52 P-3613 CWS Lbl.(logo) Pro Label 314" 518" 'a' 53 Sash SEE SHEET GLASS 314 }---- 114' STATE OF 44 Z 54 6 Pixed Spacer ESHEET2 GLASal 3116"-i 13 5116" it, -� -O 14 4S62 P-3218 Sccreen Frame,Horiz. Allmetal Alum 1/18I � 1/16" 7/i_ s,0(111 0 63 P-3218 Screen Frame,Vert. Allmetal I Alum REINF.S.B.R./S.S.R.-1.198 REINF. BTPA RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring,SS FI.Screen SS 9/22/2017 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16 FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl 10 p 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal I Steel PH.941-380-1574 LINE ITEMS NOT USED: 1]5116" 1/2' SHEET DESCRIPTION: -5"---- 3/16^ 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 BOM AND EXTRUSIONS 71F ._1/16" �1 .. 70 SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 - - - _..S-1577.._ _ _ _.._. __ DWG#: REV.: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. s'inLE: SHEET 1:2 4 OF 6 . ._._.-�_._.__._ INDOWSYSTEMS 6"MAX.(TYP.)�---••-�_����� -� ' - �«{-�-17"MAX.h1AXO.C.(TYP.) 1900 SW 44TH AVE. 6"MAX(TYP.) I OCALA,FLORIDA 34474 WwW.CWS.CC SEE N01 2 10 1/2" 1 1 8100 PVC MAX.O.C. SINGLE HUNG (TYP.) —INSTALLATION IMPACT ANCHOR(TYP.) 1 Q Z 3: ¢ZO I 1- O W O a W O p ! W ZOZ tr_Zt o —¢-}0QLL F-Ill � Q - ZF- �M T G RN L Z Z m g¢o W O Q 00 1-C OaF-0) O ZU, U)Z -ZF_=m F__LLg0zooz0 LL 1 1 >- <3:ow-=O- Y Q K� 1pU~Ztn - 101/2" !\ H 0pf-}���g MAX.O.C. w LLmw(n0LLJU)Iw- I 1 0 co O wl=-O 0— w I I I a a 0- I ORE41,�111,� 4„(TYP.) T 4"(TYP.) NO ANCHORS REQUIRED IN SILL � EtJ S GHQ,/✓ y v. No 55201 ANCHOR LAYOUT-(FLANGE) =o: '4d ¢� 13 SSTATE OF :4dZZ e(`Fl l7 RI......... 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 9/22/2017 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. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. - PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET'DESCRIPTION:—'—'— 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 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 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. BAT 06/18/12 - SUBSTRATES SHALL MEET THE MINIMUM-STRENGTH REQUIREMENTS-AS-SHOWN IN•TABLEI,SHEET 6.-CONCRETE.AND MASONRY SUBSTRATES MAY NOT BE CRACKED. - Dwcs: REV.: r —CWS-812 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: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) SHEET 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE r MIN.EMBEDMENT WINDOW SYSTEMS ILIA(11%/�f MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 1/4"MAX. CA X.SHIM BY OTHERS SEE TABLE 1 ,1900 LTH AVE. CALAFLORIDA 34474 UETABL EBYOTHERS �� WWW.CWS.CC SEE'iABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC BY INSTALLER SEE TABLE 1 INSIDE AND OUT _ INSTALLATION ANCHOR __ SINGLE HUNG SEALANT BEHIND - SEE TABLE 1 IMPACT FLANGE BY INSTALLER MAX.SHIM a Q ZQZ'S I- W O fl7Wp o0 Z WHO PERIMETER SEALANT LL F¢-W Z F-3::R 2 BYINSTALLER Z Z=2¢Q�W O O INSTALLATION ANCHOR INSIDE AND OUT O O F-0 Lj a M�d SEE TABLE 1 SEALANT BEHINDO Z j ?H O CO_ FLANGE BY INSTALLER Q O Z U u)Z o V O F--LL200tLz � ONTAL SECTION aQr0 F-HORIZ }CONTINUOUS DOUBLE 311o"BEADS Z a IREMGLAZE U16Q0 SEALANT AROUND TYPICAL JAMB ANCHORAGE 3:_O a PERIMETER AT ALL INDICATED POINTSW LL rn W U)0 w U)W BETWEEN FRAME AND BUCK BY INSTALLER. D_ =D. ix p cn O WF-0 M:C 114"MAX.SHIMa a. � d SEALANT BEHIND FLANGE BY INSTALLER �1 ttills+li4���� PERIMETER SEALANT ` 41.0 43 MIN.EMBED:'dENT .1. : •.t^ BY INSTALLER SEE TABLE 1 v: Na 552:31 :-1 S INSIDE AND OUT % =ro: ¢= SUBSTRATE BY OTHERS I Qt• .pz' STATE Of: •:`-,; SEE TABLE 1 -----.F—MIN.EDGE DIST, •• 0 R 1�; t q l VERTICAL SECTION SEE TABLE 1 SS��NA� ,LyG��� 6 TYPICAL SILL ANCHORAGE a 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE AIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE(2.0 KSI MIN.) 3/16"TAI BY INSTALLER N TAPCON 1-112" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT NORTH PORT,FL 34288� PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" r�. ` HORIZONTAL SECTION 6 BOX FRAME INSTALLATION yREET DESCRIPTIOtJ: GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 13/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE;PARTIALLY OR FULLY REMOVING THE FLANGE, - 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: #10-16BAT 06/18/12 (3 GAUGE LD MI")tv1tN.STEEL STUD TEKS-HILT-KW IK-FLEXOR INV FULL THREAD 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: --_ -(33 KSI YIELD MIN) - -TEKS-SELF-DRILLING.SCREW _. ___THRU 0.060"___ __.__ INSIDE AND OUT;FULL'PERIMETER,BY INSTALLER. -- -- - — 1/6"ALUM.( 5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 C 1/8"STEEL(3333 KSIKSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SHOWN FOR FLANGE WINDOWS. SHEET 1:2 6OF6 ciFlorida Building Code Online Page 1 of 2 5 4 ' i { 1 t BCIS Home Log In ( User Registration Hot Topics ( Submit Surcharge Stats&Facts Publications j PBC Staff SCIS Site Map Links Search- Flonti� ous"Product Approval �,�-,- Prod Pct User Product Approval Menu>Product or Application Search>Application list>Application Detail I z FL# FL6890-R6 Application Type Revision i Code Version 2017 Application Status Approved Comments Archived 7 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 j (352)368-6922 Ext 245 kpine@Cws.cc Authorized Signature Kevin Pine kpine@cws.cc i Technical Representative )ay Lathrop i Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc i I Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category k Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L; 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 I1 Validation Checklist-Hardcopy Received Certificate of Independence FL6890 R6 COI EvalReport161D odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuildin--.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1/3/2018 i Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D I Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890 R6 II CWS-161D.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 j Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 Evaluation Reports Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R6 AE EvalReDOrt161D.odF psf,Max.size 37"x 72".Outer lite in I.G.to be fully Created by Independent Third Party:Yes tempered when used 30 ft.above grade in HVHZ.Glass complies with ASTM E1300-04, i Back Next i I . Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-1824 i The State of Florida is an AA(EEO employer,Coovriaht 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 once 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 emaiis 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: MM -:.; 9R i9kct M Credit Card- https://www.floridabuilding.org/pr/pr�appjtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9ii... 1/3/2018 U 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 161D August 28,2017 Product Description: Series 8400 PVC Casement Window, Large Missile impact,DP67jthe unit size with HS laminated glass, or 37"x 63"unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44"'Ave, Ocala,,L 34474 Statement of Compliance: This report evaluates the above-listed product per the require Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requireEdition(2017)Florida Building Code including the High Velocity Hurricane Zone. The p standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner,P.E.;at 1.239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-161D, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3673-1,-IA,-2,-2A, and NCTL-210-3674-1,-IA, -2, -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D,signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161D. Limitations of Use: This product: ® May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161D ® Achieves design.pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone 0 Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. #16-1117.02+ ® Requires Quanex(Mikron) white rigid:PVC franning per Miami-Dade NOA#17-0206.1 W t I.have evaluated the materials in these NOAs and find that they comply with the requirements of the 6"Ed. (2017)Florida Building Code for use in this product. 6 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which. this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. �ttSi�irr►err�r v. No 8/28/2017 o i Lucas A. Turner, P.E. f.''0 STATE OF ' " FL PE #58201 c, CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWIi�4�C•VV(U�SYY/SST/EMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. ---- 381/4^ EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX.OVERALL 38 1/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLAN -WIDTH MAX.OVERALL.FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. i 37' - 37" UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC ...... 35^ -------- 35^ MAx.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT RIGHT. IMPACT" _ 4.DESIGN PRESSURES: ------- - -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ ? i�: ¢z GLASS TABLES ASTM E-1300-04e01/09. z w o w w I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z /r I= t_- 73 1!4' I / I I I_ I INFILTRATION TEST PRESSURE,AND GLASS TABLES O ¢a)�>O w�m MAX ASTM E-1300-04e01109. O O O a Q w p 0 FFLANGEOVERALL I Sa 1/4• I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN Uo Z m u~i z Z F to HEIGHT I I MAX I \ I I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION zz O z U vi z m U- OVERALLB I I I B DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD y, ¢�w w O mFLANGwo z HEIGHT I \ I ANCHOR CALCULATIONS. Of g¢O F t-I-z d D' co W U0��Ow fnw 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE z U)w NOT REQUIRED, a -=0- z p U) 72" �( �( MAX /\ I 65 1/2 MAx. I ,` I I GLASS 7.ALL FRAMES AND VENTS FULLY WELDED. a ~ of Lu~o_ a 10 MAI I GLASS UNIT DLO UNIT I I DLO HEIGHT i ` i HEIGHT I I 8.SERIES/MODEL DESIGNATION CA-8400. DR'i'u!�T 12. B 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: ,�02',•y GBNS GQ 70" I I e MAX. i I I X=OPERABLE SASH v 7" Na SS201 "• Pfd MAX. I I O SASH I / HEIGHT I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR g + HASH \ I LOCATION. HEIGHT DI I "r� STATE 4P ;eta 6 • i %O — n------ — �_— -1A-- 5 GLASS DLO ZZ RIGHT HINGED-SHOWN -GLASS LO LEFTHINGED-OPPOSITE 9/22/2017 LEFT HINGED-SHOWN RIGHT HINGED-OPPOSITE LUCAS A.TURNER.P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND -' TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS { GENERAL NOTES&ELEVATIONS.......1 NON-HVHZ 37"x 63" +/-65 PSF DRAWN BY: DATE: GLAZING DETAILS.................................2 HVHZ +/-67.5 PSF ADE 05/05/07 -- -- -- - secrloNVlEws ................................3-- _ ___ LARGE MISSILE IMPACT_ _ _._-.. _. _ DWG K' RFV.: EXTRUSIONS&S.O.M...........................4 NON-HVHZ +%-65 PSF -cws-161 ANCHOR SCHEDULE&NOTES............5 37"X 7Z" INSTALLATION DETAILS.......................6HVHZ C,+/-67.5 PSF SCALE: SHEET 1:15 1 OF 6 wlNoaw sirsTEMs Ffi 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC i 8400 PVC CASEMENT IMPACT 7/8"OVERALLQ z � Q Z 718'OVERALL I- O W Q Q W OO 6 j uj 118"ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED W Z O Z w t:?t o FW§ZO01�m 7/16"AIR SPACE 7116'AIR SPACE g T z zxga(rWQQ 5116'LAMINATED GLASS O O I-0'j Q=H� 5116"LAMINATED GLASS Q Q U)t-z D_I...U)a I 1/8"ANNEALED O Z 0 ~O- I 1/8"HEAT STRENGTHENED Z O Z Q Z)O— .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER <� LL p W-O O Z QUANEX DURASEAL 1/8"ANNEALED QUANEX DURASEAL 1/8"HEAT STRENGTHENED F �O H}7�O 2 IG SPACER SIKAFLEX 552 OR IG SPACER Z U)W 0O W U)H SIKAFLEX 552 OR 23 PURFECT GLAZE"H' 3 PURFECT GLAZE"H" Q w1—d( Uj w .a F D. a 112"GLASS BITE 1 46 r 1 a6 r 1/2"GLASS BITE11"""ORE 4, � 13-- 13— ......1 ; `�Q°;.•1 G E{d v: No 58201 t"`Ir 6 6 MOt 114 STATE OF :,W �fcS'•�•l O R i. trolls GLASS TYPE A GLASS TYPE B yz 9/`22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SETTING BLOCKS PER FBC 2411.3.3.1 GLAZING DETAILS i DRAWN BY: DATE _ MAX UNIT SIZE MAX POS. DP GLASS TYPE ADE 05/05/07 -_-_ DWG p: -37-k-63" +67:5- -- -- A- CWS-161 'D 37"x 72" +67.5 B SCALE: SHEET 1:1 2 OF 6 �- WINDOW SYSTEMS 35 33 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 WWW.CWS.CC 9 2 11 I o ® ® Ll 8400 PVC CASEMENT ,5 _ -0 IMPACT 4s 1e 1 — to 41 q6 I...I ..i Q z W O Z wJz1-ZO �1 I ❑w ZOZO of m Lj_z Iz-wco 2i ZF-lS0,x 1a z zxga�wpp 51 4 31 8 51 5� 1 5147 9 16 3 pU 0LnoZ(L 0d 6 a SECTION VIEW B-B z O z U 1 Z U 4 0 2 <�O w p O O Z 5 —23 z ��>-U)() VV F- p0F}Z)�0M w D-!n w(n 0 w U)w It z m p o_ w� �0 azar w a F- a Of o_ INTERIOR ,�Vh`'•;��c ENo'.. Z—: No 53201 s. 40 fi 5 13 13 1 43 I 51 7 I 36 49 0� 9/22/2017 O LUCAS A.TURNER,P.E. j FL PE#58201 2 ___ __ 0 1239 JABARA AVE. NORTH PORT,FL 34288 46 39 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY; DATE: ADE 05/05/07 ---- - _ _ OWG ITEMS NOT SHOWN FOR CLARITY: CWS-161 D 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SHEET 12 3OF6 PARTS LIST --- FRAME N { ITEM PART# DESCRIPTION VENDOR MATERIAL -31/8'---- SASH CORNER 1 H-60308 FR.,CASE.,MAIN,HEAD MIKRON PVC CONSTRUCTION WINDOW SYSTEMS 2 H-60308 FR.,CASE.,MAIN,SILL MIKRON PVC Q - 1 3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC 2 1900 SW 44TH AVE. ' 4 H-60308 FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC 3 7132 r` OCALA,FLORIDA 34474 6 WWW.CWS.CC 5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 321 132" LC=( 4 27132 ;' -- 6 H-6008 SASH,CASE.,TOP RAIL MIKRON PVC 7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC 1116" $400 PVC 8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC PVC GLAZING BEAD CASEMENT 9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC S-6064 CALLSIWELD (ALL SIDES) IMPACT 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM � t:a 11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME 12 GLASS SEE SHEET 2 H-60308 a z ¢z 13 P-3028 SET.BLK.,85 DUR.,118"X7/8"X2"L.G. FRANK LOWE RUBBERz w uj p ¢w o w 14 P- 3029 SCREEN LIFT-OUT SUMMIT 211/32" z1/32" 7/16 w z o z 'I=z w' •— 9 ¢tA�}Od'2:m 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER j" U. �w z I-�::E_ 16 P-3195 SCREEN SPRING,NO HOLE TENSION s L L �� z z x o¢<w p O 1...... y9 46 O OI—OU¢=�� 17 P-3197 SCREEN CORNER KEY M&M NYLON o 7 fns J 1116^ o z U)z z F 18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER z 1/a" e z o c0�-- �p- 19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA 9 COIL,.062 X.656 COIL,.05 X.437 ¢ I'z LL 2 p O u.Z r(y1/16' P4491 P-4050 ¢Sow-T O- 20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL ¢ 4�y U-z vi 21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE I— wo 0 >i o w w 22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH o_ z�w O-1 V)r- 010 23 PURFECT GLAZE"H",SIKAFLEX552 HENKEL,SIKA H-6008 Dp w F O a..os,f 24 P-3539 #8 X 3/4"QUAD PH TEK,ZINC,SCREW o� ~ a W_ a_ 25 P-3581 SCREEN CLOTH,18 X16 FIBERGLASS PHIFER 17132•—._ qui„�r, 17/32” aaa t4 26 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS �� ���a�gOREK,TGA% 27 P-3613 CWS LBL.(LOGO) 7y�r. ' �28 P-3685 CS-8400 GOLD CERT.LABEL,NFRC'TAB 19,32" 19/'32" 11 ^�1116" 51/7 Na 5S201 29 P-3752 CAP PLUG, 1/2'HOLE M&M NYLON I 30 P-3881 TEMPORARY LBL.(NERC/DP) J 31 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE1592 STATE OF 'O'• 32 P11003 TIE BAR GUIDE,ROTO.HDWE. ROTO SS H- H-1593 ��ca•;rt 1y�,-�_�� 33 P4004 #8-32 X 1/2"PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS ��.SS........... 34 P-4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. (Use w/P-4006) ROTO SS 35 P-4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE ROTO SS 31/8" -{ 3/4' 36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS I I 37 P4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS 11/16 51 38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS a �_ 3132" 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON 40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC SASH REINF. 9/22/2017 S-1505 41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E. 42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 4 1/2" FL PE#58201 43 P-4021 #8-32 x 3/4"Quad FH W/1116"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS 1/16' 1239 JABARA AVE. 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16" HOP �� 112" NORTH PORT, 34288 PH.941-380-1-1 574 45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS � 7/3z" 46 P-4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL ALUM 10 1 -3•--{ SHEET DESCRIPTION: 15 47 P-4043 STRIKE,MULTIPOINT M&M NYLON T BOM AND EXTRUSIONS 48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT 49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 ORAVJNlIV: DATE: 50 P-4641 #8 x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07 S-1505 REINF.CASE,_SASH _ KEYMARK ALUM DWGk: REV.: 52 S-6064 GLZ.BD.,718" MIKRON PVC - - -- CWS-161 D' NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scnL`E-- SHEET 2:1 4 OF 6 8"MAX.O.C.(TYP.) � al 12 112"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEENOTE2 6-MAX.(TYP.) 4"MAX.(TYP.)- WINDOW SYSTEMS 8-MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6'MAX.(TYP.) 121/2-MAX.O.C.(TYP.) 4'MAX.(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 -............._-.._ _ 6"MAX.(TYP.) WWW.CWS.CC -SEE NOTE 2 4"MAX.(TYP.)- 6"MAX.(TYP.) 6' 8400 PVC T- MAX O.C. 10• (TYP.) / CASEMENT MAX.O.C. ' 6" IMPACT � � ¢ z 14 3/4" ( Q¢Z o MAX.O.C. w ,p ZOz(TYP.) x S}O - �ro INSTALLATION— Z Z 2 N¢�W 0 p ANCHOR(TYP.) ` O O H O Lj Qa F F-a INSTALLATION) Q i ZO Z Z Z U cn \ "-O INSTALLATION ANCHOR P. \ F_LL(6 O Z ANCHOR(TYP.) \ I ` Of 2 O N U H 0 ` LL W 0 Of U)0 w 0)w __ _ E2 ?=w 0p0v~i -- - O wH'0w=It �� 6"THRU FRAME ANCHOR n. D- w HINGE SIDE JAMB(TYP.) —6"THRU FRAME ANCHOR ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) HINGE SIDE JAMB(TVP.) FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37"x 63' ANCHOP ....., T FOR UNNTS UP TO 37°x 7LAYOUT- 12") FOR UNNIITTS UP 37'x63')LAYOUT �'b� .' yhCE�'lg G� =v t- Ne 552'01 N.Sl NOTES: 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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL B CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. / y 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 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 WO MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: 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 8 INSTALLATONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 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. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV-' 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 -D FMAIAAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1.20 5 OF 6 MIN.EMBEDMENT (cw rtq,/} " SEE TABLE 1 SUBSTRATE WINDOW SYSTEMS TYPICAL HEAD ANCHORAGE BY OTHERS INTERIOR 114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. --'1--MIN.EDGE DIST. SEE TABLE 1 BY OTHERS y SEE TABLE 1 1/4"MAX.SHIM- I--- W WW.CWCC FLORIDA 34474 + SEE TABLE 1 SEE TABLE 18Y OTHERS �O� ..__.._.._--.- SUBSTRATE MIN.EDGE DIST. _ sE`TABLE 1 �o� — 8400 PVC MIN.EMBEDMENT it PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR - BYINSTALLER 1 ! SEE TABLE I CASEMENT INSIDE AND OUT - -- - - --, —1-------L MIN.EMBEDMENT r__l SEE TABLE 1 IMPACT SEALANT BEHIND r^J n^0 FLANGE BY INSTALLER c= 114'MAX.SHIM ('UfJ'vlli II��II ¢ 0 a �I to PERIMETER SEALANT z w_1 O ¢w w rVl BY INSTALLER w z O z W--I_- BYR STALL REAIANT INSIDE AND OUT ❑ ¢01§>.O C�ro INSIDE AND OUTD- �w INSTALLATION ANCHOR Z z=2 Q LC W O O SEALANT BEHIND SEE TABLE 1 O O I-O UQa=F-It FLANGE BY INSTALLER SEALANT BEHIND �Z j__u)0_ CD FIN BY INSTALLER Z ZO Q _ �U- INSTALLATION ANCHOR INTERIOR �g1 HORIZONTAL.SECTION �_ _HORIZON_TAL SECTION } Q Z U-w p O LL O SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE fi TYPICAL FIN A NCHORAGE _ M O F- HEAD AND AND SILL SIMILAR FOR FIN INSTALLATION N y j 3:O_T w Ow0W A❑w05W a NOTE:ADDITIONAL THRU-FRAME ANCHORS d =a 0�O�U) (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE � z f-Ix w w �I SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. a ~ D. X D- EALANT BEHIND U 114"MAX.SHIM �����p,voRE 4,"o FLANGE BY INSTALLER O 1�URy'`,\OENS�G'Pq� v t N. 55701 PERIMETER SEALANT MIN.EMBEDMENT "t BYINSTALLER SEE TABLE 1 INSIDE AND OUTS ; STATE OF .44 0., .'V 0 R 1 CSP:Via: OTHERS SEE TABLE 18Y / MIN.EDGE DIST. '`sS��ii t4*•`�Q,,, / SEE TABLEI SEALANT UNDER SCREW VERTICAL SECTION lul HEAD BY INSTALLER g TYPICAL SILL ANCHORAGE z2 �a TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 iVl FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITWTAPCON 1-112" 1-1/8" FL PE#58201 _- 1239 JABARA AVE. PERIMETER SEALANT--�----'- FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'ITW TAPCON 1" Z. BY INSTALLER —. NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2" 6 BOX FRAME INSTALLATION - FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-318" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 910 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STJD #10-16 HILT]KWIK-FLEX OR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU ADE 05/05/07 0.060" owc s: RE 0 — 1/8"ALUM.(6063-T5 MIN.)OR - - -#10 GRADE 5 SELF-TAPPING-/ ' FULL'THREAD MIN.1/4"FILLET OF.CONSTRUCTION-GRADE.ADHESIVE CAULK IS APPLIED FLANGE 7116" INSIDE AND OUT,FULL PERIMETER;BY INSTALLER. CWS-161 D 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS sctiLE--'-"-'""' -....... ----- FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 6 OF 6 Florida Building Code Online _4 A 4-'l ry ACV" NO BCIS Home Log In User Registration E Hot Topics j Submit Surcharge 1 Stats&Facts Publications 11 F8C Staff i BCIS Site Map Links s Search Hot Product Approval USER:Public User Prod-urt Anoroval Menu>Application Detail FL# FL13010-RS Application Type Revision Code Version 2017 Application Status pproved Z.10 by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. NNK' Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala FL 34474 (352)368-6922 Ext 245 ti kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc f- 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 Montevercle Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc �4- Category Windows Z Subcategory Fixed 3.% X Compliance Method Certification Mark or Listing �o T Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received '4 Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA I0I/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 '4 Equivalence of Product Standards https:,'ifloridabiiil(ling.orWpripr�_:appjtl.aspx?parani ivGEVXQwtDqx,QEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%id[1/10i'2018 11:52:05 AN1] Florida Building Code Online 77 777 77,7 NCertified By Product Approval Method Method 1 Option A ' Date Submitted 09/29/2017 d Date Validated 10/02/2017 Date Pending FBC Approval fr Date Approved 10/07/2017 Su"mmary of Products' , , Model,-Number,or'Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window Limits of Use Certification Agency Certificate ;�{z Approved for use in HVHZ: Yes FL13010 R5 C CAC CAR 138-1357,I)df Approved for use outside HVHZ: Yes -EL13010 R5 CCAC CAR 138-1362.pdf Impact Resistant:Yes FL13010 R5 C CACAR 1 8- 6 .adf 4 ( Design Pressure: N/A Quality Assurance Contract Expiration Date z 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 s-R 9 P Y Y o up to 30ft above grade. Glass complies to ASTM E1300-04. _F1.13010 R5 II C.WS-433D.pdf Verified By: Lucas A.Turner 58201 a Created by Independent Third Party: Yes €t Evaluation Reports Y �,I " FU3010 R5 AE EvalReport433D Ddf riY ; k Created by Independent Third Party:Yes 13010.2 PW-8150'Vk'Fixed Window PW7,8150.PVC'Flg/Fin Fixed Window;,Continuous Head&Silt, r T Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes. FL13010 R5 C CAC CAR 138-26le2.pdf Approved for use outside HVHZ:Yes FL13010 R5 C tACAR 138-705e2 pdf Impact Resistant:Yes FL1.3010 R5 C CACAR 138-706e Rd Design Pressure; +67.5/-67 5 Qu k ality-Assurance Contract Expiration.,Date. k Other:Large Missile,Op._ +/- 67.5 psf, Max size'74�1/8"x 08/12/2019 72". Outer lite must besafety glass,above 30 ft, in HVHZ. Installation Instructions ' Glass complies to ASTM E1300-04. ' FL13010 R II CWS-510C.pdf U111 t"P, Verified By: LucaS'A.Turner 58201 Created by Independent Third Party: Yes m_ Evaluation Reports Cre3010 R5 AEyalRenort510C odf 1 atedtby Independent Third Party:Yes 4 I. ' n 13010.3 PW-8300 PVC Fixed WindowPW-8300 PVC Fixed Window, 120"x 48". (` Limits of Use Certification Agency Certificate rn Approved for use in HVHZ:Yes FL13010 RS C CACAR 138-2S8e2.pdf Approved for use outside HVHZ:Yes �i 13610 R5 C CAC CAR j3R-4R1P2,pdf Impact Resistant:Yes FL13010 RS C CAC CAR 138 482 2.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 complies to ASTM E1300-04. Installation Instructions � E113Q10 R5 II C- ' 1 �� 1L�L5:�.Z3C.l�df ` Verified By: Lucas A.Turner 58201 Y Created by Independent Third Party: Yes i Evaluation Reports &13010 R5 AF Eyq j..RgpQft3jMpdf Created by Independent Third Party: Yes E .13010.4 RW-8300 PVC Fixed Window PW-$300 PVC Flg/Fin Fixed Window. Limitsof,W a ", :, - Certification Agency,Gertificate , Approved for use in"HVHZ Yes °" ' FLi 3Q10 R5 C_CACCAR 138 109 pdf Approved for'use'outside HVHZ:Yes FLT3010 R5 C CAC-'CAR 138-13-20,of ; Impact Resistant:Yes FL13020 85 C CAC,CAR 138-250e2.pdf a tDesign Pressure: N/A FL13010 � ' R5 C CAC.CAR 138-274e2. . 31 Other: Large Missile Impact, See Installation Drawings for FL13010 R5 C CAC-CAR 138-457,-?"nrif " aY 'Max size and DP's,'.,' lite must be safety glass above 30 ft _EL13010 R5A AR 138 465 3, d�'f' hnps:UFloridabuilding.orgipripr_app_dtl.aspx?paratn—�sGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3d11/lDi2018 11:52:05 AN11 Florida Building Code Online FL13010 RS € , GAC. CAR-138-534.pdf in.HVHZ. Glass complies to ASTM E1300-04. FL ��0_��1 _� a 0 R5 C CAS CAR 138-730e2•�df FL13010 R5 C CAC' CAR 1 8-7 9 .ndf ` Quality Assurance Contract Expiration Date ° 04/29/2018 Installation Instructions ( FL13010 RS II (WS-159E.Ddf Verified By: LucaSr A.Turner 58201 Created by Independent'Third Party;"Yes "= Evaluation Reports FL13010 R5 AE EyalReport159E.pcif Created by Independent Third Party: Yes i Contact Us:;2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 i The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:;Privacy Statement::Accessibility Sta m nt::Refund Statement 4= 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 nN), mail 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 ' i' one.The emalis 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., p �• please click here. Product Approval Accepts. x �i5+i' �theek 3= Credit Card Safe btips:/i0oridabuilding.oryrpripr_app_dtl.aspx?param==iyGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a32373sZ56leCsOc92Q%3d%3d[1110i2018 11:52:05 AM] i T � T � 1239 .Iabara Ave. lJ North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 373C September 7, 2017 Product Description: 1Series 8300 PVC Fixed Window, Large Missile Impact,48"x 120"uniDFAC 1/4"x 121 1/4"flange size, 1/4 Temp.—air—7/16 Lami HS (3/1.6-.090SGP-3/1.6)glass r Manufacturer: Custom Window Systems, Inc. 1900 SW 44"'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requiremen Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirementEdition(2017) Florida Building Code including the High Velocity Hurricane Zone. The produ standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E.,at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-373C, signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3591-1,and-IA, from National Certified Testing Laboratories, Orlando. FL signed and sealed by Gerard J. Ferrara, P.E., with testing performed: AAMA/WDMAi'CSA 101/I.S.2/A440-05,ASTM E1886-02/05 and ASTM E1996-02/05,and TAS 201, 202,203 1994 4) Supplemental Calculations to support CWS-373C, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-373C. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 120"unit size,49 1/4"x 121 1/4" flange size, with max. glass daylight size of 45 1/8" x 117 1/8" • Achieves a design pressure of+70/-70 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 1/4 Temp.—air—3/16 HS -.090SGP-3/16 HS laminated IG glass minimum • Requires Kuraray(Dupont)SentryGlas Plus Interlayer per Miami-Dade NOA 14-0916.11' • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade NOA 17-0206.10' t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 6t"Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. RE 4,��St+�altrT►I�/ yro p .:s • `r ~� NC *r 9/07/2017 � -STATE OF U Lucas A. Turner, P.E. • r. r �' FL PE #58201 DoumentTifie: Doc No: FM 131-02 Rev No: 7 Page-, I Of: I Structural Peeformanoe. Certif icatilon Authorization Report Required!By: PRO:B1-03 CAR& Product ID Number-- 138 - 481.0 Issue Date:. 6/24/2009 Revision Date: 3727/2015 'Expiration Date: 4/9/20,19 -Company Code: 138 This Certification-Authorization :Report,(CAR)Js issued by Keystone Cerfific6tion%,Inc. (KCI')_after full validation review, and is based on a standardized evaluation of the product. conducted: by. an. independent accredited laboratory in accordance.with,the specified, referenced standard. Actu'p'I fen.estrationl.prqduct performance:may-vary.based on many factors, including 'installation, condition of the wall/roof substrate an6 the age of, the product and installation components. This report indicates the product:is eligible for the application of Keystone, Certification Program: certification labels. Licensee! i stipulates in affixing g c'ertificatibri'labels, to product',,.that those, products are,representative oftlie specimen evaluated and documented' for -certification authorization. Only products bearing such -aL certification label shall be Considered certified. The ih-fbrma.tion in'this report canb&verified atwww;'k6ySt0necerts.corh. 111'Cens'6eInformatiomProd Udt".,Information:Information:on Custom Window Systems, Inc Model:18300 Vinyl Flange Frame Impact Fixed` 1900 SW 44th Avenue -Operator Type: FW Ocala FL 34474 ConfigNo, GS-7/16!' Larni IG Max-Width: 120 Max,Height: 48 ReferencedStandard" Product Rating: PA/TAS 201/202M3 Large Missile,.DP=+/-70, 120x48 Qualif ,ying Test Informiation: Test 2 Report N * NQTL-2110=350.1-1 I est Report Expiration]4/9/2019 Authorized'Signature: Digitally 5'igned'�y Jon Keygto no Gertifications, Inc. Hill" 564,01,d York Road', S,uite 5 Eters, :Pennsylvania 173.19 2015.03.30 -Date-. PhOne:-717-932=8500 13:50:82 -04'00' Felikl: 717-932-8501 WWW.KEYSTONECERTS.COM PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW JlL SYSTEMS wlNoaw srsrE�ls TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE 1900 SW 44TH AVE. ZONE(HVHZ) 1900 S FLORIDA E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCAL www.cw34474s.cc DEFINED IN ASTM E 1996 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 3) 8300 PVC 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 121 1/4"OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 120"MAX UNIT WIDTH ------ GLASS TABLES ASTM E-1300-04e01/09. G z ¢z i -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER F p w O w O o J — 1171!8'GLOSS DLO— INFILTRATION TEST PRESSURE AND GLASS TABLES z w_i❑ <P0 w ASTM E-1300-04e01/09. w z 0 z x r z t= 0 -m-> Oin�3:m LL f 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z �s�¢�w O pIIN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR O O F-OUa491/4" _ __ __ __ __ __ DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD pzFOLANGEL tel— ANCHOR CALCULATIONS. z O z v( Z�U-- HEIGHT I I >_ ~¢-LL 0�0z6.PRODUCT REQUIREDAPPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT >_F_U t z,6 48"MAX I B w uocwwowmw UNIT O I 7.ALL FRAMES ARE FULLY WELDED. R z 2 O_1 m F- EL HEIGHT i I i 00 w~O a.7 w>- S.SERIES/MODEL DESIGNATION PW-8300. 2 r a ui�wa 451/8" I B GLASS 6 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ���u��it+r4 DLO I ( O O=FIXED SASH. `,�.,��p10fiEy "Oe i 1 I 6 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR ---- ----------------------- 1 LOCATION. �v: t3c 55201 s A =v k cx �: STATE OF : z� 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRA69N BY: DATE: GENERAL NOTES&ELEVATIONS.......1 ADE 05/05/07 ARCHITECTURAL SHAPES...................2 SECTION VIEWS&GLAZING. .3 LAZING......... ....3 __MAX._.UNIT.SIZE DESIGN PRESSURE-RATING. - IMPACT RATING _ DWG k; RE".: EXTRUSIONS&B.O.M...........................4 - - -- --- ANCHOR SCHEDULE&NOTES............5 120"X 48" +/- 70 PS' LARGE MISSILE IMPACT 9599.E _373 _ c INSTALLATION DETAILS.......................6 I SHEET 1.20 1 OF 6 .__......_ � � 900 OOW SYST EP1S ' SW 44TH / - \ OCALA,FLORIDA 34474 WWW.CWS.CC r t 8300 PVC _ PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") - --._..._......................... - ¢ z a z f ❑w0 QFoo FULL CIRCLE w z O z aft-I- 0 fF z Iw- TOMBSTONE ❑ ¢N-y 0 m�m LL F-w Zl-.3:2= O 0E-Oa¢Wp0 0 UU)I-ZaF-Cod ❑ Z z� Z O L o 00OC6 Do-- HQowpm0- `� Ia- 00~-F- z( Z�nwNO�U)I- Q. crop wH0 W==W> a m a Wr :w .........--_--._..___..._......_....I- t%0 gOMA 'fit 112 CIRCLE `p5 ... f.... i •,c OCTAGON �_.._...__..._______..._........................_..................._..J �}. � TRAPEZOID :T STATE OF iii %�O•(`C�``tel O R �31'��L��� NOTES: 1.SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 9/22/2017 \` 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. LUCAS A.TURNER,P.E. FL PE#58201 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 1239 JABARA AVE. RECTANGULAR WINDOW ON SHEET 1. NORTH PORT,FL 34288 PH.941-380-1574 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS SHEET DESCRIPTION: ""-"""-'----""-'-'--'--'-""-`-.`-----.-'--'-""""""" MUST FOLLOW THE LAYOUT SHOWN ON SHEET 5,WITH ANCHOR 1/4 CIRCLE SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. ARCHITECTURAL TRIANGLE SHAPES DRAWN BY: i DATE: - ADE 05/05/07 DWG#: REV.: CWS-373 C SCALE: SHEET 1:1 20176 INTERIOR WINDaW SYS7EPiS 1900 SW 44TH AVE. P 6 OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC X� 8 13 PICTURE WINDOW IMPACT z ow0 ¢FW OW z0z jxLKP O_ QO�y.Olr�m 0 rw zF-Xo= Z zmm<orWo O O:n�zD-PwCLz zz zF-Dw 1 J 8 4 } Q530W,O0OZ ~ LL Z 5 SECTION VIEW B-B w ��it 32 o w S2 w Zfn W 0JwF- a cc _~� � U)wW 1Q------ 6 D- h a. Of D. 1"OVERALL INTERIOR 114"TEMPERED `�: N. 58141 :'� 5116"AIRSPACE =,.U1 '2�. 7116"LAMI GLASS ' 8TATE OF 441..` 6 " .090SENTRY GLASS�ONOPLASTINTERLAYER tO ca 12 I j DUAN EX DURASEAL 3116'HEAT STRENGTH 5 IG SPACER SIKAFLEX 552 OR gO-- -- 7 PURFECT GLAZE"H" �Z 112"GLASS BITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTHPORT, 288 PH.941-380-1574 SECTION VIEW A-A O SHEET DESCRIPTION: SECTION VIEWS& 1:1 GLAZING DETAIL IDRAWN BY: DATE: ADE 05/05/07 - DWGC: 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 1 H-60066 Fr., PW, Main, Head Mikron PVC WINDaWsJ 1900 SW 44THHAVE. 2 H-6006B Fr., PW, Main, Sill Mikron PVC OCALA,FLORIDA 34474 WWW.CWS.CC 3 H-60068 Fr., PW, Main, L. Jb. Mikron PVC 4 H-6006B Fr., PW, Main, R. Jb. Mikron PVC A---- ( SIDES) $300 PVC 5 3-6064 Glazing Bead(1" O.A. I.G.) Mikron PVC PICTURE WINDOW 6 P-3752 Cap Plug, 1/2" Hole M&M Nylon IMPACT 7 Purfect Glaze"H", SikaFlex 552 Henkel/Sika Silicone 8 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8"x 2" Lg. Frank Lowe Rubber a z 3: a z 3 9 P-3684 PW-8300 Gold Gert. Label, NFRC Tab z w 0 co 1 0 6 10 P-3881 Temporary Lbl. (NERC/DP) w Z0Z xt:?P 0 'a U)�>-0 c 3:Fn 11 P-3613 CWS Lbl. (logo) U- �w s z F-��_ z zx2QWw00 12 GLASS SEE SHEET 3 Cardinal Glass 0 0 0 F-Z IL P u,a. 13 P-3113 Screw Support for PVC Team Plastic Rubber z o 0� Z I.-o- ZQLw��pZ I a ���-cn0-zvi U.U) L5 U.ZyW OJcn� p wlz-O ax�� a = a Q 3 I, O "NffiRF 4b i����, 114-- 21/16" 14"—21/16„ O 7)3" STATE OF �� �� 1/16" `fPs..q H S4 r �•+,l`. ......... PVC FRAME FLANGE-6006B PVC GLAZING BEAD-6064 1 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS 3116" DRA`N'N 8Y: DATE: SCREW SUPPORT-3113 ADE 05/05/07 OWG k: RF..V,; -CWS-373 C scA�E: SHEET 1:1 4 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE. YY OCALA,FLORIDA 34474 WWW.CWS.CC 6"MAX.(TYP.) 4"MAX.O.C.(TYP.) 6"MAX,(TYP.) ---SEE NOTE 2 8300 PVC --r-------------- -----------=— PICTURE WINDOW I I IMPACT i I -INSTALLATION d Z � (dq Z C 9" I �,.}-1 J I ANCHOR(TYP.) Z W H O ¢1--o W MAX O.C. I I w ZOzz o?}OL-Zm (TYP.) { O I u. H_Lu Z}-":�S I Z Z=2<wW00 Ot-O d �j 2 I-� U U(n 1- 0_I-to O. I z o�co �ZZ~ mow U } drr �2oW-x0- I I d ��}�UFZ� I'----------------------------J W 00 3 0_w0IOW Z(n111 w 0_j (n� a ANCHOR LAYOUT-(FLANGE) CC _~w w i w EL IL � D ',�%C7 RE 41�+T'4�. i Yr" ISG 58L31 •'•��'�`'. }! .yT STATE OF I S? NOTES: , `�l++s•/aha i��,`p i 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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y✓� 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. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED`AjITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 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 DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, owG#: 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: SH FMA,'AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WSHEET DMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 5 E 6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE TABLE 1 SUBSTRATE WINDOW SYSTEMS BY OTHERS 1900 SW 44TH AVE. MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 W WW.CWS.CC SUBSTRATE BY O'T'HERS --� ----- ----- SEE TABLE 1 I CAIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 8300 PVC PERIMETER SEALANT— SEE TABLE 1 BYINSTALLER INSTALLATION ANCHOR _ PICTURE WINDOW INSIDE AND OUT SEE TABLE 1 IMPACT SEALANT BEHIND ^� FLANGE 8Y INSTALLER 1/4"MAX.SHIM Q Z � Q Z 3 JZZ WO ¢BzW W ZOZOft—F- 0 w_ 0�PERIMETER SEALANT I__ Z m_ BY INSTALLER Z Z X 2 Q O_W 0 0 INSIDE AND OUT 0 0 F-O <M F-� 0 Op)F-Z al-cq d. SEALANT BEHIND 0 Z j—Z I- Vi FLANGE BY INSTALLER Z 0 0 Co0 0 INSTALLATION ANCHOR Q Z Z O u.0 SEE TABLET } Q-U-W0=O? 6 TYPICAL YOP CAL TAL SECTION AMB ANCHORAGE Fa- (to O}: 02 Z�W00- i� - a O W 0 D_m 0 a r a It 1/4"MAX SHIM SEALANT BEHIND FLANGE BY INSTALLER O E F1 {� �vt No 552.31 •:�L PERIMETER SEALANT I ► �, BYINSTALLER MIN.EMBEDMENT INSIDE AND OUT SEE TABLE 1 C V: STATE OF or F �0Ht1:•'•�\ SUBSTRATEBYO*THERS SEE TABLE 1 I MIN.EDGE DIST. SEE TABLE 1 SEALANT UNDER SCREW VERTICAL SECTION GI HEAD BY INSTALLER \_bj TYPICAL SILL ANCHORAGE ❑c� Z� Lla 9/22/2017 _ TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE AIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 — CONCRETE(2.0 KSI MIN.) 3116"ITW TgPCON 1-1/2 1-118" PERIMETER SEALANT 1239 JABARA AVE.BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16" NV TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION CONCRETE(2,85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" C� SHEET DESCRIPTION: 6 GROUT-FILLED CMU(ASTM C-90) 3116"ITW TAPCON N 1-1/4" 2-1/2"ULTRACOBOX FRAME INSTALLATION 3/16"INV HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN 6Y: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD _ (33 KSI YIELD MIN) _. .___ TEKS_SELF-DRILLING SCREW THRU 0.060" 7/16" _ _ MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owc z: REv.:, 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-373 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 4SCALE— - SHOWN FOR FLANGE WINDOWS. 1:2 6 OFE6