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HomeMy WebLinkAboutProduct Approval 'R Florida Building Code Online Page 1 of 2 4 BCIS Home§{ Log In ( User Registration Hot Topics Submit Surcharge Stats&Facts Publications f FBC Stall BCIS Site Map I Links i Search i ��tln�2 'Product Approval i t, ;USER:Public User K�CEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL1617 -R2 2019 a, Application Type Revision ST. Lucie County,Code Version 2017 Permitting Application Status - Approved Comments Archived ClWNW& AY Product Manufacturer Custom Window Systems In ILE CUFY 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 )ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (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 L3 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 W Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReoort812C.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/pi_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXb l Oy... 1/3/2018 Florida Building 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 u m mary 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 R2 II CWS-812C.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 EvalRenort812C.Ddf Safety glazing required on outer lite above 30 ft.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. Back Ncxt 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 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 hem. Product Approval Accepts: Crediv Card;m i. "Safe,•. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDgvyf4ngAXh 10y... 1/3/2018 URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812C August 29,2017 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6"' Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-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 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • 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 • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)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. 17-0206.10t 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 I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ` i�,y�ts�talrtfil# p1+)ELlp��t M 12TATE OF .4 0- 0- '` 8/29/2017 +,. '•►_ .__' ,'* Lucas A. Turner, P.E. FL PE#58201 GENERAL NOTES: �ktEMS SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND,MANUFACTUREDTO 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. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53118"MAX. ERAI I_F.1 NGEWIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". 517/8"MAX.UNIT WIDTH SINGLE HUNG 4711/16"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 Q INFILTRATION TEST PRESSURE AND GLASS TABLES H o w N z O Q -- -- - ASTM E-1300-0401/09. z w o Q Z w w zOz tr--� 63" _ __ __ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED LL F W Z �M MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=m Q OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O F-O�j�=O� HEIGHT ANCHOR CALCULATIONS. 0 0 ?Z I-U B O B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q F- LL 2 0 O LLZ I GGLLAASS6• NOT REQUIRED. <¢0 Fw--r 0- I ( I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O o }3 O m 61 V4" I 1 USED AT FIXED MEETING RAIL AND JAMB. a Z 2 a -J(0 F- HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100.UN 0 _~n 0 o F wan 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X=OPERABLE SASH,O=FIXED SASH ��►�`*110RE4{����i� I k26 316" I /8" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARMAX SASH `, ISS LOCATION. : ' No 5S201 ".HEIGHT X I11.EXTERNAL WEEP SLOT=114"x 1-114"LOCATED 4"FROM BOTH ENDS. * S9 STATE OF 6 A 45 1116" GLASS DLO 48 318" 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 ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE RATING IMPACT RATING DWG#: REV.: SECTION VIEWS.................................3 EXTRUSIONS&B.O.M........................4 CWS-812 C ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT S ALF - INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 QEtEMSffl 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8100 PVC SINGLE HUNG IMPACT a z aZ3: Z ww0 wwoo w ZOZ D rzw wF-wZF-3'21 7/8"OVERALL INSULATED GLASS 718'OVERALL INSULATED GLASS Z Z=m Q w O O O Oh-O,j�=F-D: 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED p Z j Z Z P Q)y AIRSPACE 7/16"AIRSPACE Q O Z C7 l0 Z--=)Q- 7/16' U I--LL2OOwZ >- §?,Ow—=O- 5/16"LAMINATED GLASS 5116"LAMINATED GLASS 0_ r F-/=Z 1/8"ANNEALED 118'ANNEALED W_ 0 U)p w m w !Y Z 1p w O J m f- .090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT LLO w H p (L= } 118'ANNEALED 1/8'ANNEALED a f=- a ��'d QUANEX DURASEAL QUANEX DURASEAL IG SPACER IG SPACER ♦N�Un�hry� 4 .��`�PNOREW T���� 47 PURFECTGLAZE'H'ORSIKAFLIX552 PURFECT GLAZE'H"OR SIKAFLEX 552 : �GE�isF�Ry'�,, •No 58201 'I 14 1/2"GLASS BITE14 1/2"GLASS BRE 48 48 STATE OF © 3 ., ,ct O R I :N.�• 0 xZ FIXED LITE SASH LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV_ CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 scALE SHEET 1:1 2 OF 6 INTERIOR amffw 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 45 3 2 53 1 38 13 3 3 4 45 8100 PVC 6 ® SINGLE HUNG IMPACT Q Z 3: Q Z 3: HOWm W Op 6 z W-o a W w z0Z ?:4A LL F-W�ZF-�2i 33 14 54 14 6 66 63 19 4 O 0 0'j =�WSECTIONB-B U OUZLLF.yp, ° o0O-Z���NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a Q z a z O LL z RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ O u U r O- W OOLu(nowinw a �Sa 20 14 39 O W F-0 EL 4LU m 0 _ 8 d FZ- D. I, w t 9 INTERIOR *�Gp�?,a OEtISFGp�i��, ae No 53201 6 6 :'�• STATE 417 .<u� r�'O�fi•fi�O q 1�;P'�``� 14 53 ������s+OMA'�N►�,,� 65 ,O \ 66 6 3 x� 3 3 9/22/2017 1a 6 LUCAS A.TURNER,P.E. 2 4 FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 O PH.941380-1574 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 30176 PARTS LIST FRAME CORNER oma' ITEM PARTR DESCRIPTION, VENDOR MATERIAL 31/8. CONSTRUCTION 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl WINDOW SYSTEMS 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 4Lh 2311 1900 SW 44TH AVE. 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 2 OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 3 a WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 8 H�027 Sash Meet.Rail,PVC Mikron Vinyl 211ns' a 1 1 518^ 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16'10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl 1/16^ C ALL SIDES) 8100 PVC 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl ( 1:9 SINGLE HUNG 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl z ¢ R:19 S-6014. Scm.Adapt.,PVC,Vert. Mikron Vinyl < 0 W p U)w O Ci 1 1/2" 20 "029 Sash Stop/Filler,PVC,Vert. Mikron Viriyl 3 w Z O z W z 1 3/16° 23 H-1699 Reinforcement,SBR Keymark Alum 7/8" 0 ¢U) > O X m 24 P-2190 Balance BSI 9116"�BSI3 1 1 O O m O U w_LL Pw o o 26 P-3046 Take Out Cli25 P-3059 Sash Cam, p BSI PISS'c 1/16" 1 5/8' 21/a" 1/16" 0 z Z Z I~- vCn at FIXED MEETING RAIL u) 27 P-3783 Lock,Impact,PVC Interlock 1/16, SCREWEDWITHTOGETHERWITH Q -Z O W z Ou O 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 Y q O W O x O z 1112 of 2 IMPACT HOOK- Q H,H 30 P-3215 Weep Cover w/Flap Geer Plastic REINF., F m }b 3 O U 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w O 0 D'to 0 w rn w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a Z LL=a. af 0 co U) 38 P-3768 48 x 0.625 Ph PH SMS Hu City Steel 15/1 9/16^ 1 1/$, =F-0 w W u>-i 39 P-4051W#8 x 1.250 Ph FH TEK,Wht, Hub City Steel 1/2• 1 1/9"� �1 a F- a � a 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 5/16' ��turrtn 44 P-3752 Seem Sealer,SM-5504 Schnee y 7/ 1/16^ 1 5/16 045 1/169 ,P�'GENS•T�p'+�� 45 P-3752 Ca Plu ,112'Hole M&M Nylon IL 47 P-3438 Sikatiex 552 or Purfect Glaze"H' Sika/Henkel 48 P-3352 Set.Blk.,85 Dur.,1/8'x 518"x 2"Lg. F.Lowe I Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 w No 56241 F 51 P-3881 Temporary Lbi.(NFRC/DP) 52 P3613 CWS Lbl.(logo) Pro Label 3/4„ 518"�--� 1/q. 9'; STATE OF 53 Sash SEE SHEET GLASS 3!a^ I r` :0 •4tr� 54 Fixed SEE SHEET GLASS 3/16°Im 8 9 14 �"i-lFS''C OR -*** 56 P-3281 Spacer Duraseal r 13 15111 5� 1/16" 'I 1r1s" 7/j• '�;ijS�ONA+ 62 P-3218 Screen Frame,Horiz. Allmetal Alum t 1/16 J I� T- 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P-3321 Screen Frame Comer Key Allmetal I 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 9/22/2017 68 P-3033 Screen Spring,SS FI.Screen SS 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 VinylO 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 Steel PH.941-380-1574 5116° 112" SD HEET—ESCRIPTION: LINE ITEMS NOT USED: s 3/16 BOM AND EXTRUSIONS 7/i= 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 i. 1 � �� 0 1/16' DRAWN BY: DATE: SCREW SUPPORT-3113 IMPACT HOOK BAT 06/18/12 S-1577 DWG#: REV: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 12 4OF6 6°MAX.(TYP.) 17°MAX.O.C.(TYP.) CMEMSM 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 7777- - 7 I- 0 WWW.CWS.CC I SEE NOTE 2 8100 PVC 101/2' 1 MAX O.C. SINGLE HUNG cTYPa IMPACT INSTALLATION ANCHOR(TYP.) I Q Z QZ3: I - Ir- o W 0 W W 0 0 Z WJE W ZOZ I, H_' O QV)3}0m30� �i LL F-W Z H- _ `AITG WJL O O 2 0 U F LL L I Z Z0 0 Z Z=U to I Q ZU UZOLL0 }� 30W0pix 0Z Z M101D.C. W 00W>-OWN2 (TYP-) a Z S a of 0 co I O LU 0 ua. K30W. ��puuhrrr 4°(rYP.) -- -- ,`N%.���, .O W TG•�Sr C�.V�GENS�•.�_A,y4i 4'(TYP.) NO ANCHORS REQUIRED IN SILL v' No 58201 P ANCHOR LAYOUT-(FLANGE) G9; STATE OF .WZ_ NOTES: 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 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 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 TABLEII,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG n: REV.: 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/AAMA200(FLANGE WINDOWS), FMAIWDMA250(BOX WINDOWS),FMAIAAMAfWDMA 300(EXSHEET TERIOR DOORS) 1:15 5O6 TYPICAL HEAD ANCHORAGE amnm MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 BY OTHERS A, 44TH AVE. 1/4"MAX.SHIM OCA SEE TABLE 1 CALAFLORIDA 34474 UETABL EgYOTHERS� WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC BYINSTALLER INSIDE AND OUT SEE TABLE 1 SINGLE HUNG INSTALLATIOSEALANT BEHIND � SEETABLE1 ANCHOR IMPACT FLANGE BY INSTALLER 1/4°MAX.SHIM Q Z �: <Z3: O Z WDwo od to W w ZOZ R'r-ZFW_- 0 -w-}OD=3:2? PERIMETER SEALANT LL 9 w�:Z F-3' 2 BYINSTALLER Z Z=m¢w w 0 0 INSTALLATION ANCHOR IN AND OUT O0 f)O U)O Z a F(n a SEE TABLE 1 T:SEALANTBEHIND O Z_'o Z I-M to FLANGE BY INSTALLER Q O Z U w Z o U V OL ��OwO OZ g HORIZONTAL SECTION (If yy�F-r z CONTINUOUS DOUBLE 3/16'BEADS OF 6 TYPICAL JAMB ANCHORAGE Ia- D_ F-w s�O TREM'LAZE U1600 SEALANT AROUND W O O to O W(J7 w PERIMETER ATALL INDICATED POINTS Z�n w O�m l— BETWEEN FRAME AND BUCK BY INSTALLER. LLO wCL a 0 g>_w ix>_ 1/4"MAX SHIM (L o_ O 0. SEALANT BEHIND FLANGE BY INSTALLER ♦ ������������ PERIMETER SEALANTwAJ Sri: YINSTALLER MIN.EMBEDMENT BIDEAND OUT SEE TABLE ,�,v� No 55201 STATE OF SUBSTRATE BY OTHERS---// SEE TABLE 1 SEE DG EDIST. �i� S i+p�R TA.1•O,•�'NO;�`� A VERTICALSECTION k,2.J TYPICAL SILL ANCHORAGE 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"17W TAPCON 1-1/2' 1-118" PERIMETER SEALANT 1239 JABARA AVE.BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1' 2" INSIDE AND OUT PH.941-380-1574 �C1 HORIZONTAL SECTION CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4° 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"mN TAPCONINSTALLATION DETAILS 2XMIN.SOUTHERN PINE(G=0.55) 1-318" 7/8' OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMIN.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: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060° 7116° MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 1/8°ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SHOWN FOR FLANGE WINDOWS. ALe SHEET 1:2 60F6 Florida Building Code Online IT - to � ` � mss ?``�:"' ,v` "k r�° .x-�. .�...: e.•. ..r SCIS Home I Log In i User Registration I.. Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff 1 BCIS Site Map Links Search --- ;Product Approval � C ® USER:Public User in dbor@, .-. _Product Approval Menu>Application DetailAPR 3 0 2019 moi ST. Lucie County, Permitting * ��T;.,�.�#� f•, FL# FL5823-R8 Application Type Revision Code Version 2017 Py Application Status Approved Ar '1h99 Va IK Is Comments Archived Product Manufacturer ustom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Oxy Authorized Signature Kevin Pine - kpine@cws.cc ry 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 t: Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc " m? Category Windows "s Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 0 Validation Checklist- Hardcopy Received a� Certificate of Independence FL5823 R8 COI EvalReport155D,pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 mi ASTM E1886 02 2002 https:i,floridabuilding.orgfprlpr_app_dtl.aspx?pami==%vGEVXQwtDgvMdF67R4iHLrSiEW2in3mv6FSF7061cinNVE%3d[l/l 1/2018 11:10:35 AM] Florida Building Code Online ' ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 ` PA/TAS 201/202/203 1994 k k Equivalence of Product Standards Certified By r 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 . , Model,Number or Name Desci 1ption � .. <v a 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) Limits of Use Installation Instructions w Approved for use in HVHZ:Yes FL5823 R8 II CWS-155D.odf i 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,see installation dwgs.for Max.size and FL5823 R8 AE EvalRenort155D.pdf .' DP. Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes ' 30 ft in HVHZ Glass complies to ASTM E1300 04 E5823 2 r` SH 8100`Cont -Hd:,&SiU o SH 8100 Corit Hd '&Sill„(double Single Hung), ti,;'74 Limas of Use Installation Instructions x Approved for use m HVHZ Yes i, F 8 3 R8 II W�-440 ndf °Approved for use outside_ HVHZ Yes Verified 'By: Lucas A�Turner 58201 ,­ 1 =3rnpact Resistant.Yes Created by Independent Third Party:Yes Design Pressure: N/A �, , Evaluation Reports Other: Max unit size 72-7/8 x 61-3/4 Outer lite in I G FL5823 R8 AE EvalReport440C odf z must be safety glazed when used above 30 ft in,HVHZ Glass' Crea e'd by,Independent Third.Party Yes A ” complies to ASTM E1300=04 "s 5823.3 SH-8100 Cont. Hd.&Sill SH-8100 Cont. Hd.&Sill (double SIngle Hung),Impact, 74 1/8"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-491C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes "s Design Pressure: +67.5/-67.5 Evaluation Reports Other: Large Missile, DP= +/-67.5 psf, Max.size 74-1/8"x FL5823 R8 AE EvalReport491C.pdf ' ..;. 72". Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes 30 ft. in HVHZ.Glass complies to ASTM E1300-04. �- 5823 4 °, SH 8100 VmybSingie HuniOriel ; SH 8,100•Vinyl Single Hung Oriel Wlndotiv-tr. HD FMR,5'HI sash:'" Limits of Use �' Installation Instructions - - s ' Approved for use 1n H%iHZ Yes "N s„ ,, FL5823' R8 II CWS 295E:PDF Approved Tor"use,"outside HVHZ:Yes: ^" Verifled:By: Lucas A Turner58201 Impact Resistant Yes`, Created:by Independent Third Party..Yes Design Pressure-470Z-70 Evaluation Reports, Other Large Missile, 52"k 96 w/5 HI sash, +/ 70,ypsf F65823R8 AE EvalR'egort295E odf „ FL`ANGE,ONLYOuter�[ite in�I G. must be'safetyglaieiiwhen'; Created by:IndependentThirdParty."Yes .. used above,30 ft, in HVHZ:Glass'complies to ASTM iE1300'=04 n https:/ifloridabuilding.orgipr/pr_app dtl.aspx?parani=wGEVXQwtDgaMdF6zR4iHLrSiEW2m3mv6FSF7061cmNNfE%3d[1/11/2018 11:10:35 ANU Florida Building Code Online Yg Contact Us:;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.:;Privacy Statement Accessibility Statement::Refund Statement ftp� w 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 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., e ate: please click here. )a Product Approval Accepts: 7. ®RE IM a� fix, Cre_dltt C�4 hups:Nfloridabuilding.ory/pr/pr_app_dtl.aspx?param==%vGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6FSF7061cinNVE%3d[III V2018 11:10:35 AM] r UR1�TL'� 1239 Jabara Ave. �j North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 155D August 28, 2017 Product Description: Series 8100.PVC Single Hung,Large Missile Impact, 53 1/8"x 76"unit size at up to+/-67.5 PSF, 36"x 62"unit size at up to+67.5/-75 PSF, 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`'' Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-155D,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3668-1,4A,-2,-2A,3669-1,-lA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005 4) Supplemental Calcs.to support CWS-155D,signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-155D. Limitations of Use: This product: • May be used in O/X configuration in sizes, design pressures,and with max. glass DLO h]ofthe shown in CWS-1551) • Is impact resistant and does not require the use of shutters• May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Trequired above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ami-.090PVB-1/8Ann)inb• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-11117.02' • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.1t I have evaluated the materials in these NOAs and find that they comply with the requireme 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 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. s. - 0 56201 =. l 8/28/2017 * ; Lucas A. Turner, P.E. t' z „ FL PE #58201 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: as&,bm SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW 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. WWW.CWS.CC 54 3/8'GE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC OVERALL FLAN 531/8"MAX UNIT WIDTH OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X'. SINGLE HUNG 4.DESIGN PRESSURE RATING: IMPACT 48 15116• -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS DLO GLASS TABLES ASTM E-1300-04e01109. -- -- MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 3113/16!fl INFILTRATION TEST PRESSURE AND GLASS TABLES < 0 w vii W O 0 771/4^ GLASS DLO ASTM E-1300-04e01/09. z w�0 < O w _ w zOz o:_-I_ FO OVERALL I 1 A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL --W Z OF�� FLANGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z Z 2 2 Q x w O O HEIGHT I I - DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O 1-0'j¢=I...x 33 15/16 631/4' -I- ANCHOR CALCULATIONS. 0 z j z Z F j W 76. I 1 DOGLASS ��ENRGAEL i 117 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP } F--O w O=w0 Z MAX HEIGfiT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL x F H UNIT I 1 21- OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO FQ 0: �j p N HEIGHT 62• B B GGLASS HURRICANE WINDS AND FLYING DEBRIS. w 1 0 W U)a w m W Ft z O- cn F_ MAX co UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 00 W F-O a 2 L} HEIGHT 1 1 USED AT FIXED MEETING RAIL AND JAMB, a F a wa 1 B I 37 5/16• I 1 C 8.SERIES/MODEL DESIGNATION SH-8100. d OR✓by ��i SASH I v I 6 GLASS LO 3Q5L6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: pJ�y P CE... Y••, HEIGHT x D MAX X=OPERABLE SASH,O=FIXED SASH `,. ;�y� Stc'•Ry��� 6 HEIGHT X c�iAss ;,: No 58201 •lps 1 I 1 I DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Li 1 LOCATION. I C I 1 4" I I 11.EXTERNAL WEEP SLOT=1/4'x 1-1/4"LOCATED 4"FROM BOTH ENDS. �0;• STATE OF itil C q A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". iiS+.I O O p 46 318" 28_" GLASS DLO GLASS DLO 4911/16" LL 31_5/_16" MAX SASH WIDTH MAX SASH WIDTH 7 9/22/22017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE GENERAL NOTES AND LOCATION MAX. UNIT SIZE RATING IMPACT RATING ELEVATIONS TABLE OF CONTENTS DRAWN Sr.E DATE: GENERAL NOTES&ELEVATIONS.....1 N Z 53-1/8"X 76° +/-65 PSF ADE 06/10/08 GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF _DWG-ft: REV.: SECTION VIEWS&ALT.FRAME........3LARGE MISSILE IMPACT EXTRUSIONS&B.O.M.........................4 N - Z +65/-75 PSF CWS-155 D ANCHOR SCHEDULE&NOTES..........5 36"X 62" SCa E: SHEET INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS ((a I� �f 118"ANNEALED 1/8"ANNEALED WINDOW SYSTEMS LfJ 1900 SW 44TH AVE. 7/16'AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474 www.cws.cc 5/16"LAMINATED GLASS 5116'LAMINATED GLASS 1/8"ANNEALED 1/8'ANNEALED 8100 PVC .090"PVB INTERLAYER BY DUPONT .096•PVB INTERLAYER BY DUPONT SINGLE HUNG 118"ANNEALED 1/8'ANNEALED IMPACT QUANEX DURASEAL QUANEX DURASEAL IG SPACER IG SPACER 18 PURFECT GLAZE"H°OR SIKAFLEX 552 18 PURFECT GLAZE°H'OR SIKAFLEX 552 Q Z 3: Q Z� �(' I- owo QWCp 1 1/2 GLASS BITE 1(2°GLASS BITE w Z O z W-Z H . LL IQ-W?j w >- O3ig2 38 38 Z zmm<xwoo O OInO V a-P U)Dom. Z p D --DL)� Q Z O w Z O,o <ZD}0FOFOZ F on H3:92 W �U10 WNW ZCoa 0�U) - O Lu Q. GLASS TYPE A a = a w�'a GLASS TYPE A SASH LITE FIXED LITE " —7/8°OVERALL INSULATED GLASS 716"OVERALL INSULATED GLASS •' No 5S2fl1 4c. .* —118"TEMPERED 118"TEMPERED :•Ol :q-� 7116'AIRSPACE 7/16"AIRSPACE �p0;• STATE 4F Sok!` 5/16'LAMINATED GLASS 5/16"LAMINATED GLASS �•,•sS�OWAI.E�4•, 118"ANNEALED 1/8'ANNEALED �ttttfeltys .090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT 118"ANNEALED 118"ANNEALED QUANEX DURASEAL QUANEX DURASEAL IG SPACER IG SPACER 18 PURFECT GLAZE"H'OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 12 a 1/2"GLASS BITE 112'GLASS BITE 1239 JABARA AVE. • 3e 3e NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 4 _ _ n 0 GLAZING DETAILS DRAWN BY: DATE: ADE 06/10/08 DWG k: REV.: GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D GLASS TYPE B SASH LITE SCALE: SHEET FIXED LITE 1:1 2 OF 6 - INTERIOR Gomm 3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 41 e 41 8100 PVC 4ti:: SINGLE HUNG IMPACT a Zo r owo Qwp0 12 20 26 w z-10 z 0:-Z t o Qm§>-OM�m LL rw zr3g= SECTION VIEW B-B z z=2¢o:w o o U Urnr D`F-fn 6. NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, o z U)Z r=m RIGHT SIDE SHOWS SASH SECTION VIEW. z O U u--=)L)— < Z zc U 30 Y <Ow-m Z 2� r z ui 12w OO�y 0 wtnw lL UJwQ�inr a 31 29 O wi'0 W=g� 5 � a r a o: 3 a 4 -O7 INTERIOR .���tivapu�� 6 .........,� �10RE11t T�G���. 32 A G.4�c E N sF•.�yii 48 12 �i�E`S�l O R 1V•P•,Q�?�� i I 14 9 25 ,5 0 9/22/2017 LUCAS A.TURNER,P.E. a0 - 16 FL PE#58201 �o __ O O NORTH ORT A AVE. 2 FL 34288 PH.941-380-1574 41 SHEET DESCRIPTION: SECTION VIEW C-C SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: DATE: FOR UNITS 36"x 62"AND UNDER. ADE 06/10/08 DWG M REV: ITEMS NOT SHOWN FOR CLARITY: CWS-155 D 22,27-28,33-37,43-45 SCALE: SHEET 12 30176 PARTS UST FRAME CORNER Qm�mffl ITEM PARTq DESCRIPTION MATERIAL VENDOR CONSTRUCTION3 1/B' I1 1-6031 Frame Head,FI ,Sln le Hun PVC MIKRON 2 H•6031 Frame Sill,Fig,Single Hung PVC MIKRON1 15/16" 1 Fes—23116• 1900 SW 44TH AVE. 3 1+6031 Frame Jamb,Fig,Single Hun PVC MIKRON 2 TI OCALA,FLORIDA 34474 4 H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK 3 If s WWW.CWS.CC 5 S-6063 Fixed Rail Cover PVC MIKRON 6 1-6027 Sash Top Rail PVC MIKRONFnj.—1/16• L� 1116• 8100 PVC 7 H-1497 Reinforcement for STR ALUMINUM KEYMARK o �J v16• CORNER WELD 8 H-6028 Sash Bottom Rail PVC MIKRON (ALLSIDES) SINGLE HUNG 9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK IMPACT 10 H-6004 Sash Side Rail PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK a z 3 2 wo 012 S-6064 GlazingBead PVC MIKRON I- Ow0a W z 13 P-3118 Keeper,SweepLock ZINC' SULLIVAN Oz , H 14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL I u 15 P-4632 SweepLock ZINC SULLIVAN a7 1 112• z z x 2 a IXw O 0 16 P-4633 Barrel Fastener STEEL FASTENAL 13116' 0 v u)OF z as I=-r~n a FIXED MEETING RAIL 0 z- z 17 Block&Tackle Balance STEEL CALDW ELL 2118• 10 4 SCREWED TOGETHER WITH z O 0 U uj-�U- 18 Purfect Glaze'H"or Sikaflex 552 SILICONE HENKEVSIKA OUTERFRAME a F-? M z o w U 111 s" ,:8 > <30w5mo- 19 Sash SEE SHEET 2 GLASS CARDINAL 9116" 151& 21/8' 1/16" m _ 20 Fixed SEE SHEET GLASS CARDINAL 1116• w OLL O o:rn O w en w 21 P-3429 Ws .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB a z=a X O m� 22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTENAL I 1 0 =1.-0 w= 2• PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 per, I- 4. It w 23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL a 24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048t. �{►{{r{u��� 25 S-6014 Screen Catch PVC MIKRON �.����pgDREW 26 S-6013 Screen Support PVC MIKRON �GEAISF.,�Aytr: 27 P4051 98 x 1 1/4"Ph Fh TEK,Wht. ZINC FASTENAL No 56241 -il 28 P-3748 #6 x0.625"Quad Fh TEK,Wht ZINC FASTENAL -1511 9116• r 29 P-3783 Impact Lock STEEL INTERLOCK a2 112• 1 V8' 5 5/16 I 1 ve^-{ 30 P-4064 Impact,Keeper STEEL INTERLOCK �T— CJ I r LL 13 STATE OF 31 P-4264 #8x314 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL 7/s• 6 15116• ~Off. ,� +. 32 P-3218 Screen Frame ALUMINUM ALLMETAL L 1116' 1/ts oae" 116' �ii�.�tS', (O p 1�NQ �� 33 P-3321 Screen Corner Key PLASTIC M&M PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 34 P-3228 Screen Spline RUBBER DAPA 35 P-3581 Screen Cloth VINYL WIER 36 P-3033 Screen Spring STEEL HURLEY x� 37 P-3029 Screen Pull Tab STEEL HURLEY tea. 38 P-3352 Set.Blk.85 Dur.118"x 5/8"x 2" RUBBER FRANK LOWE 3,4'—}� 3/T 9 �}'�'j 1/a �-- 12 9/22/2017 3116" I I } I 39 P-3768 #8 x 5!8 Phil Pan Zinc ZINC FAS TENAL /� 40 P-4479 Weepcooer PLASTIC M&M 11 15116 I J 1116• 1' 7 71�� LUCAS A.TURNER,P.E. 58201 41 P-3113 Screw Support RUBBER TEAM 1/1s^ I� L 1/1s FL A#RAA 1239 JABARA AVE. 42 P-6025 Sash Stop PVC MIKRON REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288 43 P-3059 Sash Cam PLASTIC M&M PH.941-380-1574 44 P-3295 I Take Out Clip STEEL SUMMIT SHEET DESCRIPTION: 45 P-3342 Seam Sealer SILICONE SCHNEE BOM AND EXTRUSIONS 46 P-3752 Hole Plug PLASTIC M&M 1M" 47 K6048 Frame Head,FIN,Single Hung PVC MIKRON 3115" DRAWN BY: DATE: 48 P-4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB r3"--1 41 ADE 06/10/08 DWG N: REV SCREW SUPPORT-3113 CWS-155 D NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1.2 4OF6 ti WIM�r✓SYSTEMS 4•)AX ) FF8-MAX.O.C.(TYP.) 1900 SW 44TH AVE. 4" OWWW.CWS.CCA34474 ANCHOR MIDSPAN(TYP.) 4'MAX.(TYP.) 8'M O.C.(_1 6-MAX.(TYP. 4•MAX MP.) 6•MAX GYP.) 8100 PVC SINGLE HUNG MO IMPACT ( s- z a 3 10 13/16" O C. O z owoo awon Nitta RAIL I (TYP.) w z O Z X_—F- o aN-}oX3:m LL P zF-�g= 4-(TYP TG RAIL O O�O¢QwOO T U L)ca 1,z d�Wd 4"(TYI'') X X 4•(TYP.)r I , I z z U'�-z U to I , I X Q ZVcnzOLLU Y «OW5x0? 4 2� ~U1=zvi owFnw -- -- zma O-junt- C wF-o ax�> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LA UT- FIN a r a w 3 ww y SIZES OVER 36•x 62• SIZES OVER 36"x 62' SIZES 36"x 62"AND UNDER SIZES 36'x 62' UNDER ♦NUpftrg" i3O gOREW TG�'�. Zr:: No 58201 •�i� 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 BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ZZ 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/2 212 01 7 4. LL I T LLAT O ANC ORS MU TBE ADE OF OR PROTECTED W ITH 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 CONCRETEICMU 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. ADE 06/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-155 D 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),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAM/VWDMA 300(EXTERIOR DOORS) 1:25 50176 MIN.EMBEDMENT a1v //J)jjf�j'(./e(/�TYPICAL HEAD ANCHORAGE SEE TABLET SUBSTRATE [�000'l�\r�/�IjBY OTHERS "iffi —MIN.EDGE DIST. 114'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A, L44TH AVE. �( SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4"MAX.SHIM W W W.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC BY NSTALLER NSIDEANDOUT SEE TABLE ON ANCHOR SINGLE HUNG MIN.EMBEDMENT SEALANT BEHIND O SEE TABLE i IMPACT FLANGE BY INSTALLER 114"MAX.SHIM a o a Z a Z o PERIMETER SEALANT Z W W 00 Q w Ow PERIMETER SEALANT BYINSTALLER w Z 0 Z x r Z F_ BY INSTALLER INSIDE AND OUT 0 4 U) }0 LY�m LL t-w ZI-�M= INSIDE AND OUT - INSTALLATION ANCHO Z Z=2 Q X w 0 0 INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 0 0 H O L)d=F x FLANGE BY INSTALLER SEALANT BEHIND o 2-m Z Z F�V) SEE TABLE 1 FIN BY INSTALLER Z O o::) -�U- g HORIZONTAL SECTION a HORIZONTAL SECTION } ¢-O w O=O Z 6 TYPICAL JAMB ANCHORAGE - 6 TYPICAL FIN ANCHORAGE 2 Q F 0 F Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION F O K.F}F O'6 w ILL o)W a)p Wv lw- a D: =~a waw"' 114"MAX.SHIM d ~ d SEALANT BEHIND FLANGE BY INSTALLER O ���,N�� ot, PERIMETER SEALANT `C EAISF PERIMETER S MIN.EMBEDMENT SEE TABLE 1 INSIDE AND OUT STATE OF SUBSTRATE BY OTHERS t�Q • ��1` SEE TABLE 1 MIN.EDGE DIST. �����+'...R..''"O�`�� SEE TABLE 1 A -VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE X� TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MlPt EMBEDMENT'MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITWTAPCON 1-1/2" 1-1/8" FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE "2.85 KSI MIN.) 3116ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 ( �p� HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: 3116"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2K MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 118 7/8" INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 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 STUD #10-16 HILTI KWIK-FLEXOR ITN/ 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" ADE 06/10/08 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" CWS-155 D -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6