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HomeMy WebLinkAboutPRODUCT APPROVAL - SINGLE HUNG WINDOWSi V BQS Home {Log In { User Registration , Hot Topics Submit Surcharge ( Stats & Facts { Publications Contact Usk{ . BCIS Ste Map { Unks { Search , r a USER: Publics UPseerrOVal RECEIVED Product Approval Menu > Product or Anolication Search > Application List > Application Detail 0 C T 2 0 2018 FL # FL5823-118 9T. (,ude County, Permitting Application Type Revision -`— Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By �C) Custom Window Systems 101, �� Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc x :L Kevin Pine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE [a Validation Checklist - Hardcopy, Received FL5823 R8 COI EvalRenort155D odf Standard AAMA/WDMA/CSA/101/I.S.2/A440-05 ASTM E1886-02 ASTM E1886-05 ASTM E1996-02 ASTM E1996-05 PA/TAS 201/202/203 Year 2005 2002 2005 2002 2005 1994 File Copy Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved t ofa� Products - # Model, Number or Name 8100 Vinyl Single Hung Method 1 Option D 09/28/2017 09/29/2017 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile, see installation dwgs. for Max. size and DP. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Description 8100 Vinyl Single Hung (Impact) Installation Instructions FL5823 R8 II CWS-155D odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R8 AE EvalReoort155D odf Created by Independent Third Party: Yes SH 8100 Cont. Hd. & Sill (double Single Hung), Limits of Use; Installation Instructions Approved for use in HVHZ: Yes FL tall R8 II CWSction odf 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 EvalReoo a40C odf 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 I 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 odf 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 EvalReoo 491C odf 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 I 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 RB II CWS-295E PDF Approveesid for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Rstant: 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. F15823 RSA va1Report295E df FLANGE ONLY. Outer lite in I.G. must be safety glazed when Created by Independent Third Pa used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Party: Yes Back Next Contact Us :: 26 11 Blair Stone Road Tallahassee K 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility • Statement —emu, .. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to apublic-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Florida Building e Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... .1 0 11 a A � 1 d i BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications contact Us BCIS Site Map Links search F,. Product Approval D11, r N --- ;USER: Public User ,I?[pQu[t Approval Menu > P.[p..1.tI.Ct_pjApp11.6d1,IA.d..S�.d rCtJ > L+pplicitip!LLIS.1', > Application Detail FL # FL5823-R8 Application Type Revision Code Version 2017 Application Status Approved �,omments Archived O Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc ::; Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amont s.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and. Year (of Standard) Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE r�l Validation Checklist - Hardcopy Received FL5823 R8 COI EvalReport155D.pdf Standard AAMA/ W DM A/CSA/ 101/I. S.2/A440-05 ASTM E1886-02 ASTM E1886-05 ASTM E1996-02 Year 2005 2002 2005 2002 1 of 3 9/12/2018, 9:37 AM I L Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ASTM E1996-05 PA/TAS 201/202/203 Method 1 Option D 09/28/2017 09/29/2017 10/02/2017 12/12/2017 2005 1994 # v Model, Number or Name Description 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 CW5-155D_p...df 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 EvalReport155D.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.odf 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 EvalReport440C.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.pdf 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. -------- r- - -- - - - ._..........:........... - ---._._-.__......_.........._.. - ........_......_.._... ...- 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 'aApproved 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 c: Design, Pressure +70/-70 - Evaluatiop, Repprts _ Dt6eii%lidrgesid fl@y/62" x 96" w/'S _HI sash„+/- 70, psf • >;•, ..........._, +ffikg8g9a4(81A -E�a Reoorl:2_9 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. Back Next 2 of 3 9/12/2018, 9:37 AM Florida Building .e Online, https://www.floridabuilding.org/pr/pi_app_dti.aspx?param=wGEVX... Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 Ei 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 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 emaits 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: erc:w c0heck M Credit Card >1 j Safe 11 3 of 3 9/12/2018, 9:37 AM SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: 8afgam- (�j(f SHOWN wlDIFFERENT OPTIONS 1. THE PRODUCT SHOWN HEREIN IS DESIGNEDAND MANUFACTURED WINDOW SYSTEM % 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 FSC. WWW.CWS.CC c. 2. GLAZING OPTIONS: (SEE SHEET 2) OVERALL FLAANN GE WIDTH 8100 PVC 17114• 3. CONFIGURATIONS: "O/X". I---53118"MAX UNITWIDTHOVERALL FLANGEWIDTH SINGLE HUNG I O 7I MAX. UN HEGHT IT ryI t• • 37_ I MAX SASH HEIGHT y /� !� C.� f GLASS DLO 49..11/16's MAX SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 r GLAZING DETAILS ............ ..................2 :. SECTION VIEWS & ALT. FRAME.... ... .3 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-0401/09. 30 aj Z O MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER — INFILTRATION TEST PRESSURE AND GLASS TABLES GLASS DLO ASTM E-1300-04e01/09. Z a 800w. Zw p-� Q 5. ANCHORAGE: THE 33 STRESS INCREASE HAS NOT BEEN USED w p z Z2 K_W arn�roa;m _ ¢ IS P IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 Q O x 0 K w O O - H• 0 ti a r- ANCHOR CALCULATIONS. Z F E j 33 15/1R GLASS fi31/4• - - I -I- I p Z - ? o Z' 0- OLO OVERALL FLANGE HEIGHT I I 6. PRODUCT APPROVED FOR IMPACT RESISTANCE, THE IMPACT SWEEP LOCKS ARE INTENDED OTOAL Q g U W Z� r- - w i O O LL Z 62" B O B GLASS OPERATION MUST BE ENGAGED PRIOR TO EXPOSURE HURRICANE WINDS AND FLYING DEBRIS. o y j -?�. O rn DLO rn W O of r UMN 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT aO w O a = ' Y e HEIGHT I USED AT FIXED MEETING RAIL AND JAMB. a a 3 w N a 8. SERIES 1 MODEL DESIGNATION SH-8100. 6 GLASS DLO 305/167 g, THE DESIGNATION RAND O STAND FOR THE FOLLOWING: q Il �V Tor 0 8 MAX SASH X 2L X=OPERABLE SASH, O=FIXED SASH ,�?•.�NBt •G'y •�• �� j HEIGHT GLASS 10. SECTION CALLOUTS APPLY TOALL ELEVATIONS IN A SIMILAR .-' ,F No 58201• A i •1*� DLO LOCATION •'1; * 11 EXTERNAL WEEP SLOT 1l4 x 1 1/4 LOCATED 4 FROM BOTH ENDS. : ��•. STATE OF •�ru x'�!-. Ka tiM'a�.gg i+ZYr:'tri ..,F,,a..p'(Q�6;�a.._, SV3EI`S�YCS'1NS�ALL'�D ON V�INDOWBOVER'�6' xfi2"' S a s ,• /ONAL'E r•.,Nr/,Ir,,,1T -- 2E — GLASS DLO SS MAX SASH WIDTH 9/2212017 _ T LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 LOCATION MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATING SHEET DESCRIPTION: GENERAL NOTES AND RATING ELEVATIONS NON-HVHZ +/- 65 PSF DRAWN BY DATE: 53-1/8" x 76" AIDE 06/10/08 HVHZ +/- 67.5 PSF DWG0: REV.: IMPACT LARGE MISSILENHVHZ NON +65_/�Z5_P_SF �- - - D i S�cwS-155 1:1 SHEET 1 OF 6 l I I � 6 I �4 I I )i �I I I 7/8' OVERALL INSULATED GLASS 11W ANNEALED 7116' AIRSPACE 5/16' LAMINATED GLASS 1B' ANNEALED .090' PVBINTERLAYER BY DUPONT 1/8' ANNEALED OUANEXDURASEAL IG SPACER PURFECTH• GLAZE • OR SIKAFLEX 552 II' 112' GLASS BITE GLASS TYPE A FIXED LITE 71W OVERALL INSULATED GLASS 1/8' TEMPERED 7116' AIRSPACE 5116' LAMINATED GLASS ED TERLAYER BY DUPONT ED RASEAL AZE'H' OR SIKAFLEX552 BITE GLASS TYPE B FIXED LITE 1 7/8' OVERALL INSULATED GLASS 1/8' ANNEALED 7116' AIRSPACE SlIV LAMINATED GLASS 1/8' ANNEALED .090' PVB INTERLAYER BY DUPONT 118' ANNEALED -OUANEX DURASEAL IG SPACER PURFECT GLAZE'H' OR SIKAFLEX 552 1/? GLASS BITE GLASS TYPE A SASH LITE 7/8' OVERALL INSULATED GLASS 1/8' TEMPERED 7116' AIRSPACE , 511V LAMINATED GLASS 1/8' ANNEALED .090' PVB INTERLAYER BY DUPONT 118' ANNEALED OUANEXDURASEAL IG SPACER PURFECT GLAZE W OR SIKAFLEX 552 GLASS TYPE B SASH LITE 1127 GLASS BITE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT z azs O zoz Mt O OFO ¢WOO U UN/"'Za�Na N Z O —�SVN i ~�owOSOZ 11�1 00} �y0-- K Zy�N-0w 0H a�a3wy ,aapluwpp// a1 p,140REW rG4�i Ne 58201 •• A '9 �• STATE OF j<u: SS�ONA oil /y-i- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239JABARAAVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEETDESCRIPTION: GLAZING DETAILS RAWN BY: DATE ADE 06/10/08 WG0: REV.: CWS-155 D cALE: SHEET 1:1 2OF6 INTERIOR I b 41 SECTION VIEW A -A ALTERNATE FIN FRAME SWEEP LOCKS ALLOWED UNITS 36" x 62" AND UNDER. ITEMS NOT SHOWN F09 CLARITY: 22, 27-28, 33-37. 43-45 SECTION VIEW B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION VIEW C-C SWEEP LOCK REQUIRED FOR SIZES OVER 36" x 62". WINDOW SYSTEMS 0 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT w Zpz z 0=0-r-Ox U Ur0 Eiw�pO O 2Ny—Z fir..0y Z o z u 6> p— � 0p�wowvp�iw a ?Na rco`�rrn ax�r ¢ _ �_3w RE `�' No 58201 '•�A% QE• 87ATE OF :�4Uz T ,i�6`' � O R 10P,•v�2J• p�SS�ONALE��`�O zz 9122/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 1EEi DESCRIPTION: SECTION VIEWS LAWN 6Y:..- pgTE: __-_._... ADE 06110/08 VG is REV.: CWS-155 D SHEET 12 30F6 I PARTSUST FRAME CORNER ................._-3118.__� CONSTRUCTION 1 t516" -- 7 F-23/76' - I 3r 2 W." s/E tnE CORNER WELD (`to s" I_ 1 u4 (ALL SIDES) 1.8 PVC FRAME FLANGE-6031 PVC SASH B7M. RAIL-6028 PVC SASH TOP RAIL-6027 -• 31/e" �=---,_ . __...... ............__-.- —._—_ - 4 1 t 72 I 13116•�--� -- 0 _ 4 FIXED MEETING RAIL 2118" 10 -�� SCREWED TOGETHER WITH- OUTERFRAME 1N8^ 1.8 911E ppo 1 5/B' 21/8^ p q - —1ne• ILnS� o h-- t^ __ _ 2' PVC SASH SIDE RAIL -scud FIxED RAIL -leas PVC FRAME FIN-6049 1 `J1 E 9/16° 1 1/8, 4� Jj-� Ile" �`i-'r-�0,�, L IMS, `vts^ o4s r 1/1s• J- - PVC SASH STOP - 6025 PVC SCREEN CATCH.6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 aw^ yb•... ._. 6/E 1/d° 3/15. 9 7 1 ty 17 ,5<.. fff"'- 1nE j_ REINF. S.B.R./S.S.R. -1498 REINF. BTM RAILA699 REINF. TOP RAIL-1497 PVC GLAZING BEAD-6064 ,rz 3I76° �3 �-I r0 41 SCREW SUPPORT-3113NOTE: IIIIII����ii��� a3gom � WINDOWSYSTEI95 OCA A. LORIAVE. OWVNN.CWS.CCA 34474 ITEM PART# P # DEKRPPON I MAIERAL VENDOR 1 Franc Head, He F , Single Hu ' PVC MIKRON 2 FF6031 Frame SillF ' SinnIs Hun PVC MIKRON 3 F46031 Frame Jamb, F Single Hun PVC MIKRON 4 H-1836 Alum fixed et Rail ALUMINLM KEYMARK 5 5-6083 Fixed Rail Co PVC MIKRON 8100 PVC SINGLE HUNG IMPACT 6 H46027 Sash To RaiP PVC MIKRON 7 FF7497 Reinforcemen for STR ALUMIN1l1M KEYMARK 8 R6028SashBottomRail PVC MIKRON 9 K1699 Reinforcementfor SBR ALUMINUM KEYMPRK 10 K6004 Sash Side Rail PVC MIKRON 11 B-1498 Reinforcement for SSR - ''` ALUMINUM KEYMARK a z w o O p ¢ >- a O u z zb ¢ z 3 w ❑ < w °w z O z w - w 3 ?r _ Oro a w O O U y t- O Z y a Z- y Z= F p N I- Z O w U 3 0 w - = O z p u�i o w rn w ? N a O N ran w O m m y rc w a 3 a 12 S-6064 Glaan Bead PVC MIKRON 13 P-3118 Kee r, Swee Lock ZINC SULLIVAN 14 P-3541 t78 x 1/2", Par) Head, Tek STEEL FASIENIAL 15 P-4632 Swee Lock ZINC SULLIVAN 16 P-4633 Barrel Festenar STEEL FASTENAL 17 Block & Tackle Balance STEEL CALDWELL 18 Purfect Glaze!"W or Sikallex 552 SILICONE HENKEUSIKA 19 Sash SEE SHEET2 GLASS CARDINAL 20 Fxed SEE SHEET 2 = GLASS CARDINAL 21 P-3429 Ws ., 0.270 k 0.187 back FinSeal NYLON ULTRAFAB 22 P-4638 #8 z 2-1/2 PH Mod. Truss, A, TEK 2 STEEL FASTENAL 23 #10 x 1 1/2" P,anhead SMS STEEL FASTENAL 24, Flat Washer STEEL FASTENAL ttttlterll/, ,, `�?• No 58201 :�9: ,� P .:��r�� •,,FSS<,ORtb.�U��� x� 9Y12/2017 ScreenCatcH-- PVC MIKRON 26 &6013 Screen SuGrt PVC MIKRON 27 P-4051 #8x 11/4"Ph Fh TEK, Wht ZINC FASTENAL 28 P-3748 #6 x 0.625" Mad Ph TEK, W ht ZINC FASTENAL 29 P-3783 I ct, Lock I STEEL INTERLOCK 30 P-4069 Impact Kee r STEEL INTERLOCK 31 P-4264 #8 x 314 PHI PH w/#6 Head, TEK, Wht STEEL FASTENAL 32 P-3218 Screen Frame ALUMINUM ALLMETAL 33 P-3228 Screen CofnefK PLASTIC M&M 34 P-3228 Screen S ine - RUBBER DAPA 35 P-3581 I Screen Cloth I VINYL I WIER 36 P-3033 I Screen Sprin6 STEEL HURLEY 37 P-3029 Screen Pull Tab STEEL HURLEY 38 P-3352 SeL Blk 85 Dur. 1/8° x 5/8" x 2" RUBBER FRANK LOWE 39 P-3768 #8 x 5/8 Phi[ Pan Zinc ZINC FASTENAL LUCAS A. TURNER, P.E. FL JABARA Al 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEETDESCRIFTION---------- BOM AND EXTRUSIONS 40 P-4479 Wee over PLASTIC M&M SupportL�L��LL 42 P-6025 Sash Stop PVC MIKRON 43 P-3059 Sash Cam I PLASTIC M&M 44 P-3295 Take Out Ci I STEEL SU✓MIT 45 P-3342 Seam Sealer SILICONE SCHPNEE 46 P-3752 Hole PlugPLASTIC M&M 47 H46048 Frame Head, FIN, Single Hun PVC MIKRON — DRAWNAD[ D GATE: ----- 06/10/06 48 P-4959 Ws ., 0.420k0.187 back NYLON ULTRAFAB ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. DWG 6: SCALE: 1:2OF6 SHEET F�4 15" MAX O.C. (TYP) WINDOW 3YSTEM3 lL/J V MAX (TYP.) 4' MAX (TYP.) �--�j--e' MAX O.C. (TYP-) 1900 SW LOTH AVE. 4- MAX (TYPJ I[TS'OWWW.CWS.CCA34474 E�MAX (TYP.)— 4- MAX (TYP.) MAX O.C. (TYP.) - - - ANCHOR AT MIDSPAN (TYP.)-- 4' MAX (TYPJ 6- MAX (TYP.) 6- MAX (TYP.) 8100 PVC SINGLE HUNG O MAX 0,C. O IMPACT MAXMA O.C. (TYP.) j f I I (TYP.) II 1MAX I O _ (MAX O.C. O W O w �Mro PAIL 0 C. (TYP.)w Z W W❑ a ZOZ �kzF 4.ITYPj1 4•(TYP.)� xrc• o O oo=PR zZO�aFo -f ar�2oN�V ZxUy 0'WF6 O3W61Its w 10. V ZO O x0NO ANCHOR LAYOUT- (FLANGE) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) a € a ir3a SIZES OVER 36'x67 SIZES OVER 36' x 62' SIZES 36'x 62'AND UNDER SIZES 39' x STAND UNDER ,x,,,lrlrrrrrrrrrrr'r ppOREW TG .� JGP�P,.\�C E N SF•.; Eye` `� Ne 58207 •: 9 i :'PQ :•• 8TATE OP ;�W �COR10P' \��`• gr�r4S�ONALE?O�`, NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS MEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIG{ DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 9/22/2017 43. . ALL NSTALLATION ANCIIACING HORS 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 1 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 B. 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. SHE ETOESCRIPRON:-- 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. I NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL DRAWN BY: DOTE: AIDE 06110/08 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. ONO REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. s: 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-155 SCALE: D FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA250(BOX WINDOWS), FMA/AAMAlWDMA300(EXTERIOR DOORS) 1:25 SHEET 50F6 MIN. EMBEDMENE--SFALANT 08699(pm q'�j'�" .TYPICAL HEAD lNCHORAGE SEE STRATE BYOTHERS WINDOW SYSTE143 MIN. EDGE DIST. 1/4' M. SHIM TABLE 1 MIN. EDGE DIST. ---SUBSTRATE 1900 SW 44TH AVE. SEE TABLET BY OTHERS SEE T:1.MSEE TABLE 1 OCALA, FLORIDA 34474 1/4"MAX SHIM W W W.CWS.CC MIN. SUBSTRATE BY OTHERSBEE TABLE I o. EDGE 015T. PERIMETER SEALANT-' -"SEE TABLEENT TABLE 1 8100 PVC B'INSTALLER INSTALLATIONANCHOR SINGLE HUNG INSIDE AND OUT SEE TABLE I C� SEE TABLE MENT IMPACT SEALANT BEHIND FLANGE BY INSTALLER � 114` MAX SHIM Zfi PERIMETER SEALANT ZR SEALAM BYINSTALLERLER INSIDEANDOUT W I D OUT--------- INSTALLATION ANCHOR Z Zi SEETABLEIOO�OEHIND ----SEALANT BEHIND INSTALLATION ANCHOR FLANGE BY INSTALLER --" O Z - ? N SEE TABLE 1 ION FIN BY INSTALLER Z O U' U Vj Z S U- :4 0 HORIZONTAL SECTION 6 TYPICAL FIN ANCHHORIZONTAL TORAGE } 3 O W O Z 6 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION a } y U 3 017 SEALANT BEHIND - FLANGE BY INSTALLER PERIMETER SEALANT- U� ��� LGII 1/4'MAX. SHIM �� MIN. EMBEDMENT BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. 4• SEE TABLE I VERTICALSECTION 6 TYPICAL SILL ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHORTYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE 12.0 KSI MIN.) -' 3/16' ITW TAPCON I.1/2" 1-t/8" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116' TIW TAPCON CONCRETE (2.85 KSI MIN.) 3/16' ELCO ULTRACON 1" V FFLANGF GROUT -FILLED CMU (ASTM C-90) 3/16' ELCO ULTRACON 1-1/4" 2-1/Z' 2X MIN. SOUTHERN PINE (G=0.55) 3116 RWTAPCON OR ELCO ULTRACON 1J/8" 7/8" 2XMIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW iJ/8" 718" 16 GAUGE (Q.O60") (33 KSI YIEL MIN STEEL STUD . MIN) #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD 7HRU 0.060" 7116' FLANGE 116'ALUM. 6063-T5MIN.)OR 1IV STEEL 33 KSI MIN.) #10 GRADE 5SELF-TAPPING/ DRILLING SCREW FULLTHREAD THRU 0.125' 7116, FIN 12XMIN. SOUTHERN PINE (G=0.55) 98 WOOD SCREW 1-1/2' 1 7116' tl OO ILIw m 0wow ZNa -ItnF- _�CLa � a a A1�...........��,' REyy N. 58201 •t A . =ae 1) '9 �. STATE OF ONAtiEp�o`,,• zx _........ .-_sM/2o17 _.--.... - LUCAS A. TURNER, P.E. _ - FL PE # 58201 ____ PERIMETER SEALANT--�'- 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT D HORIZONTALSECTION PH. 941-380-1574 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,--------- --------------- OR iTff'. ogre: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 06/10/08 -MIN. 114" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED -5 G REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-155 D - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6