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HomeMy WebLinkAboutProduct Approval (4) Florida Building Code Online 3V 11;1 -4111 �{� $":.8 - k ([�{y«r W �. 3 T;R^a' F. . BCIS Home I Log In User Registration f of Topics Submit Surcharge Stats& ads Publications FBC Staff BCIS Site Map Links Search ba 5T, 4 UM2 County, Permitting tn�Isr �Product Approval $ USER:Public User Product A=oval Menu>Application Detail a FL# FL5823-R8 Application Type Revision Code Version 2017 7 t � Application Status Approved Comments # Archived El r Product Manufacturer ustom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc z Authorized Signature Kevin Pine kpine@cws.cc i• . 1 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 a Address/Phone/Email 1900 SW 44th Ave k Ocala, FL 34474 t 'r (352)368-6922 Ext 221 Y amonteverde@cws.cc 1 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 t-. f ..� A ✓nk Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 1.. I ❑� Validation Checklist- Hardcopy Received z ii Certificate of Independence X1.:.5823 R8 COI EvalReportlSSD pdf I (. V Referenced Standard and Year(of Standard) Standard o� AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 i; ASTM E1886-02 2002 https:,'I loridabnikling.org/pripr_app dtl.aspx?paramwGEVXQwtDgvYldF6zR4iFlLrSiEW2m3tm,6FSF7061cinWE%3d[lil1/2018 11:10:35 ANI] Florida Building Code Online —� – ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 1 j �40 Equivalence of Product Standards Certified By Sections from the Code a t P . ; r Product Approval Method Method 1 Option D i gym. Date Submitted 09/28/2017 h Date Validated 09/29/2017 ( Date Pending FBC Approval 10/02/2017 ' Date Approved 12/12/2017 FL# Model,iVumber or Name — Description 5823.1 i 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) # Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-155D. dmf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 iaa ! Impact Resistant:Yes Created by Independent Third Party: Yes ti� P t Design Pressure: N/A Evaluation Reports ' Other: Large Missile,see installation dwgs.for Max. size and FL5823 R8 AE EvaIReport155D.,Qdf 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" t a „ - Limits of Use Installation Instructions Approved for use in HVHZ:Yes "- FL5823R8 II �WG_�4 dmf Approved for use outside HVHZ:Yes VeHfied By: Luces 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 odF z must be safety glazed when used above 30 ft.in HVHZ.Glass Created by Independent;Third Party:Yes % 'complies to ASTM:E1300-04. i 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 k 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 M i Other: Large Missile, DP= +/-67.5 psf, Max.size 74-1/8"x FL5823 R8 AE EvalReport491C.pdf s' t 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 Y SH 8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single°Hung Oriel Window w. HD FMR,5 HI sash,, Limits of Use Installation Instructions t Approved for use"in'HVHZ:Yes FL5823 R8 II CVIS-295E.PDF Approved for use outside HVNZ:�Yes " Verified By: Lucas A.,Turner 58201 Impact Resistant:Yes Created'by Independent Third Party;.Yes :p Design Pressure;+70/-70Evaluation Reports Other: Large Missile, 52"x 96"w/5 HI sash, +/-70 psf. FL5823 R8 AE EvalRgDDrt295E.p FLANGE ONLY.Outer lite in I.G. must be safety glazed when .Created by Independent.Third Party:Yes .used above 30 fit.'in'HVHZ.Glass 20"mplies to ASTM:E1300-04 https:,',floriciabuil(iing.orgipripr_app ltl.,,spx?parani==NvGEVXQ.wtDgvi41dF6zP4il-11,rSiER'2tn3mv6FSF7061cinWE%3d[I!I1/—l018 11:10:35 ANII Florida Building Code Online a Contact Us:•2601 Blair Stone Road Tallahassee FI "2399 Phone:850-487-1824 d 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 .2;Bt 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 i 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� ] 3r •_= 1 Product Approval Accepts: Fd�l RE ME Credit Card u = Safe: . ., r ;i _ https:rtfloridabuilding.orgprrpr_app_dtl.a px?param=vGFVaQwtDgv%�IdF6zP,4ifll.,rSiFW2m3mv6FSF7061cinWE%3d[I%I1/201811:10:35,AM] T � TROT j 1239 Jabara Ave. lJ 1 North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, 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"'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(220 17) 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-1551), signed and sealed by Lucas A.Turner, P.E. 3) Test Report NCTL-210-3668-1,-IA, -2,-2A, 3669-1,-IA, -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 A.440 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]ha shown in CWS-155.D • 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(Te required above 30 ft in HVHZ) —Air-5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inbo• Requires Kuraray(Dupont) PVB Interlayer per Miami-Dade N.O.A. 16-1.1117.02# • Requires Quanex(Mikron) white rigid PVCframing per Miami-Dade N.O.A. 17-0206.1I have evaluated the materials in these NOAs and find that they comply with the requiremen 6"`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. rtoREbv 'fr, No Sa2l0 i = 8/28/2017 =* Lucas A. Turner, P.E. �. STAI'C- OF 'Q- 0 ' FL PE#58201 a :l �O' C r.•r.• 1C'r SINGLE HUNG - LARGE MISSILE IMPACTGENERAL NOTES: 1� Iit7fl SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSffl 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" 2.GLAZING OPTIONS:(SEE SHEET 2) $�oo PVC OVERALL FLANGE WIDTH 531/6"MAX.UNIT WIDTH OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG 48 75!18• 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND """"'-' ��_' GLASS TABLES ASTM E-1300-04e01/09. - __ __ MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER - 31 13,'16' INFILTRATION TEST PRESSURE AND GLASS TABLES o w w O 771/4'MAXI I GLASS DLO ASTM E-1300-04e01109. Z w D O Q t Z w w zOz X--t_ OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o F w Z 0�M_ FLANGE __ _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z=2 Q Of w p O -HEIGHT I O I _ ---- DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O r O Lj Q=F w 63 i/� -I- ANCHOR CALCULATIONS, p Z-U)Z Z F-j U) GLASS 1 I I Z O p O Uj Do— DLO Q Z Z U 76' I I DLO FLANGE 1 I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SW EEP } a I'-w O=O? MAX. I I HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL � <¢¢:0 w r-I-z UNIT GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO p Q r 0 p HEIGHT 62" B B DLO HURRICANE WINDS AND FLYING DEBRIS. w LL w cn Op j F UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0. w F O d x > a. e HE ,9 IGHT 1 1 J USED AT FIXED MEETING RAIL AND JAMB. 0 r w a i 3751 X. I I 8.SERIES 1 MODEL DESIGNATION SH-8100. SASH ( 6 GLASS 0 5116" 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: �.�`y P .RE.. HEIGHT X D DLO MAX X=OPERABLE SASH,0=FIXED SASH ;GP r�VG E14Q�✓ 6 SASHX 2-7: HEIGHT 1 I DLOSS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR * NO 552J1 I I 1 1 I LOCATION. it C 1 11.EXTERNAL WEEP SLOT=114"x 1-1/4"LOCATED 4"FROM BOTH ENDS. '�% STATE OF :1L _.... .0�. ler. C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". '�'.�S COR 1. s 'j%/Oiel'�i'�i4�N�`, 46 3/2 49 11116" GLASS 1 116LO" MAX.SASH WIDTH MAX SASH WIDTH y� 9/2`2/2017 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 IMPACT RATING TABLE OF CONTENTS RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 NO - HZ 53-1 „ „ +/-65 PSF DRAWN BY: DATE: /8 X 76ADE 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 N - Z +65/-75 PSF CWS-155 D ANCHOR SCHEDULE&NOTES..........5 3611 X 62" scA E: SHEET INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6 718"OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS o(yp71({.(fJ/(/(/(y 118"ANNEALED 1/8'ANNEALED WINDOW SYSMS 1900 SW 44TH AVE. 7/16"AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474 5116°LAMINATED GLASS 5;16'LAMINATED GLASS WWW.CWS.CC 1/8"ANNEALED 118"ANNEALED 8100 PVC .090"PVB INTERLAYER BY DUPONT .090•PVB INTERLAYER BY DUPONT SINGLE HUNG 1/8"ANNEALED 118"ANNEALED IMPACT QUANEX DURASEALOUANEX DURASEAL IG SPACER > IG SPACER 18 PURFECT GLAZE"H'OR SIKAFLEX 552 '_' to PURFECT GLAZE"H'OR SIKAFLEX 552 Q Z :-�: Q Z �(' s z OWO QwO gZWZ F-12 112°GLASS BITE W O a-Z " }OD_ m Z ZS� Q1-�m= 38 38 O 0E-06<FOa Z ZO D --DLzoozo )A O wQ I- }WI-Z UU Q �� U-Utn LL of Z�WUOwUW W a0 0. TG} � = 0- w�WU GLASS TYPE A D- F- D GLASS TYPE A SASH LITE FIXED LITE c�`P1yQRE4j`���.��� P'••y%OEtJs* v:" Na 5S201 ' 7/8"OVERALL INSULATED GLASS —7/8'OVERALL INSULATED GLASS 118"TEMPERED --1/8'TEMPERED 7116"AIRSPACE 7/16'AIRSPACE 0�..STA7E OF \ilei —5116"LAMINATED GLASS —5116"LAMINATED GLASS '10 R1 Q♦� - -----118"ANNEALED —1/S'ANNEALED �4S+UNA t4�♦`,♦ - --.090"PVB INTERLAYER BY DUPONTI-- 090°PVB INTERLAYER BY DUPONT 118"ANNEALED - �--118"ANNEALED QUANFX DURASEAL x QUANEX DURASEAL IG SPACER > IG SPACER 18 PURFECT GLAZE"H'OR SIKAFLEX 552 ' 18 PURFECT GLAZE"H"OR SIKAFLEX 552 9/2212017 LUCAS A.TURNER,P.E. -I a FL PE#58201 12 r r 112'GLASS BITE ? 1/2"GLASS BITE 1239 JABARA AVE. 38 38 NORTH PH, 40RT,FL 1 3801574288 n SHEET DESCRIPTION: 4a- - 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 INTERIOR VIYflN1(9•®UU1S WINDOW SYSTEMS 3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 41 ---- 41 I 1 8100 PVC 10 �- SINGLE HUNG a6 a Q I M PACT 12— t 21 Z az w,o Qw�sw O z0? z 20 12 20 26 Q wz>-00' m_ L- FW zl-3:2= SECTION VIEW B-B Z z=2¢X w O O O OInOFVaPU)n- NOTE:LEFT SIDE SHOWS R RIGHT SIDE SHOWS ASIH SECTION VIEW.VIEW,XED SECTION Z O O U v--DL)– z ` 12 zo F 38 w LLInw�p�� h 29 31 Of Z- i1d 6 H~0 W0 m ul�a w —' INTERIOR a ',,// �gOREIJT�4 �Pyy�CEtJS'FG��✓� 48 -- 19 i N1 58e01 .O: STATE OFOR �Lv` 12 13 I 1$ O 9/22/2017 LUCAS A.TURNER,P.E. 4o FL PE#58201 ? �o O is 1239 JABARA AVE. NORTH PORT,FL 34288 41 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW C-C SECTION VIEW A-A ALTERNATE FIN FRAME SWEEP LOCK REQUIRED SECTION VIEWS 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 p: ITEMS NOT SHOWN FOR CLARITY: CWS-155 D 22,27-28,33-37,43-45 SHEET 12 3OF6 .j PARTS LIST FRAME CORNER `r ��® ITEM PART# DESCRIPTION MATERIAL VENDOR CONSTRUCTION (� _(Tl/7tlJI 3 118'—�__.... �v 1 H-6031 Frame Head,Fig,Single Hun PVC MIKRON W uTNIDOW SYSTEMS 0 ......_-.._..._...----.. 6031 Frame Sill,Fig,Sin le Hun PVC MIKRON 1 15/16" 1900 SW 44TH AVE. 1 -2 3/10-'-�--• 3 1-6031 Frame Jamb,Fig,Single Hun PVC MIKRON 2 OCALA,FLORIDA 34474 4 W1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK 3 © WWW.CWS.CC 5 S-6063 Fixed Rail Cover PVC MIKRON $ ---- -- 71/16" 7 SIS' q 1 5/8" I 6 H-6027 Sash To Rall PVC MIKRON 1116" 7 11497 Reinforcement for STR ALUMINUM KEYMARK C� Lq 1/16" I CORNER WELD 8100 PVC 8 H-6028 Sash Bottom Rail PVC MIKRON (ALL SIDES) SINGLE HUNG 9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 1:8 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 12 S-6064 Glazing Bead PVC MIKRON Fa- e w p rn W O p 13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN y Z w o o a t Z w 37/8'--- O aO }OW�rO 14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL 15 P-4632 Sweep Lock _ ZINC SULLIVAN --a7 1 112• Z Z=2¢w w CO p 16 P-4633 Barrel Fastener STEEL FASTENAL 1 3/16" Ov�OF U D.i_w Q. 17 Block&Tackle Balance STEEL CALDW ELL 21!8" 1p 4 FIXED MEETING RAIL Z Z-:1 Z Z Z)L)W SCREWED TOGETHER WITH Z O C7 U uj F-U- F18 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKAOUTERFRAME a F-z w M OO O n_Z 19 Sash SEE SHEET 2 GLASS CARDINAL 9/16" -1/16,111 5/8" 2 1/8" 1/16" 8 3 O Iw-i-F=-Z 20 Fixed SEE SHEET 2 GLASS CARDINAL I� I 1/16" w O a0 rp p w to w 21 P-3429 Ws .,0.270x0.187 back FinSeai NYLON ULTRAFAB 1' L 4a =a 0 O g I-- 22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTENAL O w 1-O a.m 23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL 2' PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 d ~ d w 3:w a. 24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048 25 S-6014 Screen Catch PVC MIKRONO�tttPtoRlilj, f"'' 26 S-6013 Screen Support PVC MIKRON �`�tG"•''�OEAIS"Gp'L 27 P4051 98 x 1 1/4"Ph Fh TEK,Wht ZINC FASTENAL 28 P-3748 #6x0.625"Quad Fh TEK,Wht ZINC FASTENAL 1 5/16"-I grys Sv; No 56201 :`1r 29 P-3783 Impact,Lock STEEL INTERLOCK -{I 6116•, 30 P-4069 Impact,Keeper STEEL INTERLOCK 42 = 5 S'33; STATE OF .'✓moi: 31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL 718 1 6 15116' 5 '�0�.•Al 32 P-3218 Screen Frame ALUMINUM ALLMETAL L 1116' 1116• II 045" 7,16' �i�c`$;1 O R 1Q•:p���• 33 P-3321 Screen Corner Key PLASTIC M&M frtiirri7ratt` PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6074 34 P-3228 Screen Spline_ RUBBER DAPA 35 P-3581 Screen Cloth VINYL I WIER 36 P-3033 Screen Spring STEEL HURLEY 37 P-3029 Screen Pull Tab STEEL HURLEY 38 P-3352 Set.Bik,85 Dur.1/8"x 5/8"x 2" RUBBER FRANK LOWE 314 3/4" 5 8" 114" 3116" 39 P-3768 #8 x 518 Phil Pan Zinc ZINC FASTENAL � 9 � I 12 9/22/2017 ^-11 75!76" 1 7 7/fg��J�—{`� LUCAS A.TURNER,P.E. 40 P-4479 Weepcotier PLASTIC M&M - a 1/16" Ino U FL PE#58201 41 P-3113 Screw Support RUBBER TEAM V1s +-- L III�� �—'i 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 Take Out Clip STEEL SUMMIT $I IEET DESCRIPTION: 45 P-3342 Seam Sealer SILICONE SCHNEE 46 P-3752 Hole Plug PLASTIC M&MBOM AND EXTRUSIONS 47 H-6048 Frame Head,FIN,Single Hung PVC MIKRON 1/2 I. 48 P-4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB 3/16"- I r 3" DRAwN aY: DATE: l-p 41 ADE 06110/08 T_ DWG k: REV.: SCREW SUPPORT-3113 CWS-155 D NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scaLE: _SHEET 1:2 4 OF 6 16"MAx o.c.(TYP.) WINDOW SYSTE4�3S Va 6-MAX. TYP. 4"M (TYP.) 8"MAX.O.C.(TYP.)( ) OCA A, 44TH AVE. 6'MAX.(TYP.)--� 4'MAX' P.)- OCALAFLORIDA 34474 4"MAX.(TYP.) F]�8"M .O.C.(TYP.) WWVV.CWS.CC -- - ANCHOR MIDSPAN(TYP.) 4-MAX(TYP) -__ _._,•_ 6"MAX.(TYP. 6"MAX(TYP.) 8100 PVC , 8" 1 - -- -- SINGLE HUNIG L14' .. MAX O.C. _(TYP.) IMPACT I I I I 1 I 'D'3116, 1 O ' M C. 1 O I Q zy W�O l 1 l 1 MAX.O.C. O Z W.wJ 0 Q W -�RfiG RfilL i (TYP.) w Z O Z D-'�z F- I - o �-w za��y 4"(TYP.) TTG RAIL Z Z 2 2 Q m w O 4"(TYP.) v v T O 00OZaFCoa I ^ I ^ 4"(TYP.)J I I l I Z 0z0-K�UU) I I I I 1 X I Q Z O 2 Z l A U Q O�ON �u? - - -- -- w OtA wu OJ U)w a a.0 w1_0 aSx ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LA UT- FIN a F a w a U SIZES OVER 36"x 62" SIZES OVER 36"x 62" SIZES 36"x 62"AND UNDER SIZES 36"x 62" UNDER GQy,y�G E Fl Sc GR'Y��9 No 56201 "1�A,'�. STATE OF .'4,11 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 1116"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. LL I T LLAT O ANCHORS MU TBE ADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH 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: B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 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: FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) SHEET 1:25 5 OF 6 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 - SUBSTRATE BY OTHERS WINDOW SYSMMS � MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE~ SEE TABLE 1 — __ _____ S.F.F..TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 1/4"MAX.SHIM— 11 WWW.CWS.CC SEE TABLE 1 I MIN.EDGE DIST. .__.____._._.._ MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 ^4 _ _ _-_.._ 8100 PVC BYINSTALLER INSTALLATION ANCHOR — BY NS AND OUT SEE TABLE 1 SINGLE HUNG SEALANT BEHIND SEE TABLED1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM 0 o a Z a Z o PERIMETER SEALANT BYINSTALLER Z IL W H O a W z�W PERIMETER SEALANT Z O z �- 1= ¢ BYNSTALLER INSIDE AND OUT O w_)-O of y m INSIDE AND OUTI% 1,-W z I-�m_ INSTALLATION ANChiO z Z x 2 Q m w 0 0 SEALANT BEHIND SEE TABLE 1 O O F-O(jQ x I-� INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND U U 0)y z d h-!n 4. SEE TABLE 1 FIN BY INSTALLER Z p U' U Uj Z I.- O- B HORIZONTAL SECTION C HORIZONTAL SECTION_ Q h- 'm O O LLZ TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE M Q p F I-t O- HEAD AND SILL SIMILAR FOR FIN INSTALLATION F of 2 F}-Y 0Lu ?�O Z�W�OJU)1- a °o Lu 1,- w�W01 x 114"MAX.SHIM nom. � a. SEALANTBEHIND FLANGE BY INSTALLER O ORE-4, 'Ile PERIMETER SEALANT------- 1�Up MIN.EMBEDMENT :"J" '•it BY INSTALLER SEE TABLE 1 v N. BS201 .I INSIDE AND OUT _ SUBSTRATE BY OTHERS 0:" TATE OF SEE TABLE 1 4i 1 SEE TABLEDIST. i�CCss.<).. A VERTICAL SECTION - ���� 6 TYPICAL SILL ANCHORAGE I X� TABLE 1:APPROVED INSTALLATION FASTENERS 0 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE M! .EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. 8201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"INV TAPCON 1-112" 1-118" FL #RAA PERIMETER SEALANT— 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2' (2)© BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/81, 7/8„ HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON 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, 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRANIN BY: DATE: FLANGE 7/16" ADE 06/10/08 #10 G 118'ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING FULL THREAD(33 KSI YIELD MIN) SELF-DRILLING SCREW THRU 0MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 699 a""--"'RFv: . / FLANGE 7116" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 D 1!8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS ...__._..._--..__.._—...__._.__......__.._._. FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6