The URL can be used to link to this page

Home My WebLink AboutProduct Approval i 1/4/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map1 I Links I Search f Florida Y5' `." Product Approval n � d � I � USER:Public User etai�� Product Aooroval Menu>Product or Aoolicatfon Search>Aoolication List>Application Detail • FL# FL5823-R8 Application Type Revision Code Version 2017 Application Status Approved i Comments Archived Ci 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 ]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 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 OO Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R8 COI Eva1Report155D.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 https://w m.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6FSF7061cmWE%3d 1/3 1/4/2018 Florida Building Code Online j Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D i Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products I FL# Model,Number or Name Description I 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-i55D.pddP 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 EvalReoort15513.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. 5823.2 SH-8100 Cont. Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 1/8"x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-440C.12df Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Max. unit size 72-7/8"x 61-3/4". Outer lite in I.G. FL5823 R8 AE EvalRenort440C.pdf must be safety glazed when used above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300-04. 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.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes 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 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR, 5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-295E.PDF Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:Large Missile,52"x 96"w/5 HI sash,+/-70 psf. FL5823 R8 AE EvalRenort295E.Ddf FLANGE ONLY. Outer lite in I.G. must be safety glazed when Created by Independent Third Party:Yes used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Baclt Pdext 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 hap_. Product Approval Accepts: hftps:/Awm.floddabuilding.org/pr/prapp_dti.aspx?param=wGEVXQwtDgvMdF6zR4!HLrSiEW2m3mv6FSF7061cmWEg/gad 2/3 1/4/2018 Florida Building Code Online ;.Credit,Q.fd- ► Safe . i i https://w m.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4!HLrSiEW2m3mv6FSF7061cmWE%3d 3/3 URNER 1239 Jabara Ave. 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-l/8Ann)inboard lite 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 6t' 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, 3669-1,4A, -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 heights as shown in CWS-155D • 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. 16-11117.021 • Requires Quanex(Milron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 I have evaluated the materials in these 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. �pRE W Lucas �•`c,?..�` s .,. ;�,� Turner -4 J* No 58201 Z. 8/28/2017 2017-08-30 Lucas A. Turner, P.E. j'.11, FL PE#58201 15:59+20:00 STATE OF I0- 01 • +��.r..A��'• 1` SINGLE HUNG - LARGE MISSILE IMPACTGENERAL NOTES: � DDl�' 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 54318. 2.GLAZING OPTIONS:(SEE SHEET 2) OVERALL FLANGE WIDTH 8100 PVC 371/4" 3.CONFIGURATIONS:"O/X°. 531/8"MAX UNIT WIDTH OVERALL FLANGE WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: IMPACT 4815/16" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS DLO ,��' GLASS TABLES ASTM E-1300-046/09. -- -- FF AX UNITWIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 31 13/16" INFILTRATION TEST PRESSURE AND GLASS TABLES o W O CO Fw-0 O 771/4"MAXI I GLASS DLO ASTM E-1300-04e01/09. w z 0 Z D_t i Fn OVERALL I I A �l 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Lm H w 3 Z O-3 N FLANGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z 2 2¢of w O 0 HEIGHT I DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O F-O�j¢=F.LL' U Ou�I-ZD-I-ma O ANCHOR CALCULATIONS. ❑ z—'0 z 1.-:)/n GLASS OVERALL I I I ZZ O Z U ul Z 7 U- DLO I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP Q F--LL�O O LLZ 76" I I FLANGE HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL Q O w H I=-O UNIT I I O 2z OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO O 0 3 p O HEIGHT 62" B B GLASS HURRICANE WINDS AND FLYING DEBRIS. w ❑a vi O W(D W DLO f/)ww O-1 co UNIT 7.7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0 Lu 0 (L= r B HEIGHTi I USED AT FIXED MEETING RAIL AND JAMB. a a W w EL 37 5116" I I 8 8.SERIES/MODEL DESIGNATION SH-8100. SAH g GLASS 30 5116• 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: �,,,` PNc s'TG�'i�� F IV HEIGHT I X I MAX X=OPERABLE SASH,O=FIXED SASH .- 6 SASH X 2Z J;' (n. HEIGHT I I SS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR DO *t No 58201 t ^ I I LOCATION. it - Ci %9 9 Lu- 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. i STATE of .4WD �'i0;%N"'FC OV.. �.4 (�• A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". '��iSs•/�NRA��C`�`` 46 31B" 28• GLASS DLO GLASS DLO 4911116• 315/16" LucasTurne MAX SASH WIDTH MAX SASH WIDTH r 2017-09-22 9/22/2017 11:38-04:00 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 NON-HVHZ +/-65 PSF DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 53-1/8"X 76" ADE 06/10/08 GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF DWG#: REV.: SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE-IMPACT EXTRUSIONS&B.O.M.........................4 NON-HVHZ +65/-75 LPSF CWS-155 D ANCHOR SCHEDULE&NOTES..........5 36��X 621 SCALE: SHEET INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6 7/8'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS �(ytypv(yU// � ..L� 1/8"ANNEALED 1/8'ANNEALED WINDOW SYSTEMS 1900 SW 44TH AVE. 7/16"AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474 WWW.CWS.CC 5/16"LAMINATED GLASS . 5/16'LAMINATED GLASS 1/8"ANNEALED 1/8'ANNEALED 8100 PVC .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG 1/8'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 Z3: <z F- WJ1O arOpW Z ❑ Z 1 1/2'GLASS BITE 1/2'GLASS BRE 0 4�3}O W 3:m LL F-W ZF-3:22 38 38 Z Z=mQ�WOO U Ud1�VaHoa O Z� ZZI-Z)(A 0 --:30— zowzO 4 Q�0uj 0Z 0 Z W LL.Ln a)0W<nW LLU1 W OJfAH a C) LLJ=~a LU 3: GLASS TYPE A n ~ a. GLASSTYPE A SASH LITE FIXED LITE ��koRE4y��♦4 4�CENS�.•Q2♦♦. 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS No 58201 •477 1/8"TEMPERED 1/8'TEMPERED C-p5 dq� 7/16"AIRSPACE 7116'AIRSPACE Q';• STATE OF ;�41� 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS ......♦ ?, �',,mco•F(o l6�'•'��: 1/8"ANNEALED 1/8'ANNEALED ,♦♦sS�� A±� �� .090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 1/8"ANNEALED 1/8'ANNEALED QUANEXDURASEAL QUANEXDURASEAL 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. 8201 12 1/2"GLASS BITE 1/2"GLASS BITE FL # A 1239 JABARA AVE.A • 38 38 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 4 O GLAZING DETAILS DRAWN BY: DATE: ADE 06/10/08 DWG#: 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 WINDOW SYSTEh15 3 21 19 10 39 11 1 15 3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 41 41 8100 PVC ' o SINGLE HUNG as a IMPACT 12 21 Lim � Z O ¢WOp F ❑W� 20 12 20 26 Z O Rw§>Z-Ow3:@ LL SECTION VIEW B-B z z=M �w O O U L)0))-VaPraa NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ❑ z—SO z z H m RIGHT SIDE SHOWS SASH SECTION VIEW. 0(!)=)U ui z OO a V 30 } Q3rOW-=O— Z 12 Q ons}�3�� U3 w O(AW�O-jLoF - 36 29F~0 W�W� a. d d' D- 5 7 INTERIOR a ,,�tiau.ugp�� 32 6 �� PgORE W CEN3�G'Ptiy 48 �t No 58201 '.,P G 19 = �13t STATE OF :41 .4u z ORI 9 SfoNA;.o; 12 13 14 9 q a �nI 25 IJ 15 z� 9/22/2017 LUCAS A.TURNER,P.E. 40 16 FL PE#58201 1239 JABARA AVE. 2 NORTH PORT,FL 34288 �J PH.941-380-1574 41 SHEET DESCRIPTION: SECTION VIEW C-C 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 It: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-155 D 22,2%-28,33-37,43-45 scALE: SHEET 1:2 3OF6 PARTS UST FRAME CORNER //`� ITEM PART# DESCRIPTION MATERIAL VENDOR CONSTRUCTION t l 1l/'gbM'f 31/8° V- W.YavlllYYKIWWU// 1 H-6031 Frame Head,Fig,Single Hung PVC MIKRON WINDOW SYSTEMS 2 H-6031 Frame Sill,Fig,Single Hung PVC MIKRON1 15/16• 1 F--23/16• 1900 SW 44TH AVE. 3 H-6031 Frame Jamb,F ,Single Hung PVC MIKRON 2 OCALA,FLORIDA 34474 4 H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK 3 s W WW .CWS.CC 5 S-6063 Fixed Rail Cover PVC MIKRON tuts° 1 5/8° n� B 1, 6 1+6027 Sash Top Rail PVC MIKRON 1n6• I LI 1/ts° 8100 PVC 7 FI-1497 Reinforcement for STR ALUMINUM KEYMARK o LTJ 1/16• CORNER WELD 8 H-6028 Sash Bottom Rail PVC MIKRON (ALL SIDES) 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 z 011106 o 12 S-6064 Glazin Bead PVC MIKRON I.- w W p ¢ W 13 P-3118 Keeper,SweepLock ZINC SULLIVAN 3 1/8"� 0 Z y 3>.O X Z m 14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL M H W Z F 3 2_ 15 P-4632 SweepLock ZINC SULLIVAN 47 1 1/2° O O o v¢=FO 0 16 P-4633 Barrel Fastener STEEL FASTENAL 1 3/16° 0 O rn F a F rn a 17 Block$Tackle Balance STEEL CALDW ELL 2118• fn 10 4 SCREWEFIXEDD MEETING R WITH O(D�vi z I.--50- 18 0— 18 Purfect Glaze"H'or Sikaflex 552 SILICONE HENKELISIKA OUTERFRAME —Z o w p o a Z 1/16" 1:8 �' ¢3: W.2O_ 19 . Sash SEE SHEET 2 GLASS CARDINAL 9/16• 0 1 5/8° 2 1/8° 1/16° ¢ O v Z 20 Fixed SEE SHEET 2 GLASS CARDINAL q 0 o�}C3 Lu en Lu g Lu 1/16' W ul 0OJNF- 21 P-3429 Ws .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB a z=a W O W 22 P-4638 #8 x2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTENAL F--1• O W O a x 23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL 2° PVC SASH SIDE RAIL-6004 FOXED RAIL-1836 a H a 0_W Lu a 24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048 25 S-6014 Screen Catch PVC MIKRON ,.��``�PNDR!°.WT i�� 26 S-6013 Screen Support PVC MIKRON 27 P-4051 #8 x 1 1/4"Ph Fh TEK Wht ZINC FASTENAL .`JV- SF'•'�� 28 P-3748 #6 x 0.625"Quad Fh TEK,Wht ZINC FASTENAL —1511 9/16° -t: No 58201 •: 29 P-3763 Impact Lock STEEL INTERLOCK 4 v2• 1 1/e' F 5 5ns° I * ' 30 P-4069 I act Keeper STEEL INTERLOCK 7/8• 6 1 5/16° 5 9� STATE of �w? 31 P-4264 #8x3/4 FH PH w/#6 Head,TEK Wht STEEL FASTENAL L fns• oa5• 1/16° '4�c�`s•�ORIQPG��` 32 P-3218 Screen Frame ALUMINUM ACEMETAE 6025 PVC SCREEN CATCH-6013 PVC FIXED IL COVER-6063 PVC SCREEN SUPPORT-6014 18J1VA 33 P-3321 Screen Corner Ke PLASTIC M&M PVC SASH STOP-6025 34 P-3228 Screen Spine 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 5/8^ 38 P-3352 Set B&.85 Dur.1/8"x 518"x 2" RUBBER FRANK LOWE 3/a° 3/4' t/a• 3/16•-1I I y r 9/22/2017 39 P-3768 #8 x 5/8 Phil Pan Zlnc ZINC FASTENAL /� �� --(7 LUCAS A.TURNER,P.E. 40 P 4479 Wee cover PLASTIC M&M 11 75116• I�J 1ns° 1° _ _ 7Er 41 P-3113 Screw Su rt RUBBER TFJ�M 1116° LLI�J�t/1s• FL PE#58201 1239 JABARA AVE. 42 P-6025 Sash Stop PVC MIKRON REINF.S.B.R./S.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 Take Out Cip STEEL SUMMIT SHEET DESCRIPTION: 45 1 P-3342 ISearn Sealer SILICONE SCHNEE 46 P-3752 Hole Plug PLASTIC M&M BOM AND EXTRUSIONS 47 H-6048 Frame Head,FIN,Single Hun PVC MIKRON 1/2• 3/167DRAWN BY: DATE: 48 1 P-4959 jWstp..0.420 x 0.187 back NYLON ULTRAFAB 3° p a1 ADE 06/10/08 T_ DWG#: REV.: SCREW SUPPORT-3113 CWS-155 D NOTES ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE` SHEET 1.2 4OF6 15•MAX.O.C.(TYP.) MNIDOW SYSTEMS 4"MAX.(TYP.) 8'MAX O.C.(TYP.) 6•MAX(TYP.) 1900 SW 44TH AVE. 6•MAX.(TYP) 4"MAX(TYP.) FF OCALA,FLORIDA 34474 4•MAX(TYP.) W B"MAX O.C.(TYP.) WWCWS.CC -- -- -- -- ANCHOR AT MIDSPAN(TYP.) 4"MAX.(TYP.) 6"MAX(TYP.) I I 6'MAX"P•) 8100 PVC 8" -- -- SINGLE HUNG 14" MAX O.C. (TYP.) IMPACT MAX'MAO.C. (TYP.) I I 8• I I 1013/16- I O ' MAX O.C. ' Q ' ? Q Z 0 L I I I MAX O.C. (TYP.) F ❑w o a w Oo o ' -�MroRAL I I (fYP.) O Q y Z O m LL Fw3Zl-3:�2 4•(TYP) .._!,`Mf.RAd Z Z=2 Q Q'w o o TLi LL 0 VF-0(j<7: —R' 4"�P') X X 4'(TYP.)J I I ZnZ Z n? f-D w I I I X I Q ?V(6 Z O LL V 4 4 � z QOfrno-- w u-LoW�OWwW a o www WXWy ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) w � D- w SIZES OVER 36"x 62• SIZES OVER 36"x 62• SIZES 36"x 62'AND UNDER SIZES 36"x 62"AND UNDER a. tkolttusol""r �Pp10REW ��:• No 58201 •:�� •NATE OF ;�4L,41: 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. 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 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. 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 a: 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: FMVAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E)CTERIOR DOORS) SHEET • 1:25 5OF6