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HomeMy WebLinkAboutPRODUCT APPROVALr� i a. BCIS Home j Laq in ; U., Regisbratlon Hot Tapia Submit SumhaMe slats & Facts publications 1 FBC Stag 1 BaS Site Map Links i Search Y SveApproval USER: rrbd Product Aopraval Man, > Product u, A,oraM on Search > Anoliratien List > Application Detail FL# FLvision 8 NVNI LLi Application Type Revision Ilftl1tl6 Code. Version 21j]i7 BY Application Status Approved St. Lucie Count, Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc - RECEIVED Authorized Signature Kevin Pine kpine@cws.cc APR 2 5 2018 Technical Representative Jay Lathrop ST• Lucie County, Permitting 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 am e e cws.cc Category Windows Subcategory Single H Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner 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 PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE :+! Validation Checklist - Hardcopy Received EL5823 R6—CQL EvalR OEU55D.p-df .,5tandar voar 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 , 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 Summary of Products FL n 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 CWS-155D.pdf 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 FLa23R8_AEEyplBe9ort155D 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 FLS-1i23 R8 II C VS-440C pdf 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 EvaIpeoort440C.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 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 FLj@23 RB_fl C1Nj-49_1C 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: +67.5/-67.5 Evaluation Reports Other: Large Missile, DP = +/- 67.5 psf, Max. size 74-1/8" x FI 23 R8 AE EvalReoort491C oQ 72". Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party: Yes 30 f VHZ. Glass complies to ASTM E1300-04. Of 1 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 FLU23 RB_II CW'$--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. RL_SBZ3 R8 AE EalReligrtZ9-9 pdf FLANGE ONLY. Outer lite in I.G. must be safety glazed when Created by Independent Third Party: Yes used above 30 R. in HVHZ. Glass complies to ASTM E3300-04. ead next Contra IF:: 2601 Blair Stone Road, Tallahassee R 3d399 Phone, 850-487-I824 The State of Ronda is an ANEW employer. Capi 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 regpesp do not send electronic mail to this entity. Instead, contact the ogre by phone or by traditional mail. If you have any questions, pease contact 850.487.1395. "Pursuant to section 455.275 (1). Florida Statutes, eRective Ocmber 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 Oepadment with an email address which can be made available in the public. To determine if you are a licensee under Chapter 455, F.S., please city bere. product: Approval Accepts: M eCM. U SINGLE HUNG ORIEL - LARGE MISSILE IMPACT 97 114", MAX OVERALL FLANGE MAX. UNIT TABLE OF CONTENTS 53114" MAX OVERALL FLANGE WIDTH 52" MAX UNIT WIDTH 4713fl6" GLASS DLO A I I I BI IB O61 I I 1/ L ` I I I I DLOD O I I B I 6 C 267 X I 6 GLA 4 C I I I I DLO C � IA s 45 1/4 GLASS DLO 48 9/16" MAX. SASH WIDTH GENERAL NOTES & ELEVATIONS ..... 1 GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS & B.O.M........................4 ANCHOR SCHEDULE & NOTES ......... 5 INSTALLATION' DETAILS ....... -.....-.-.:6----- --- ---- - - - �- - RECEIVED APR 2 5 2018 ST. Lucie county, Permitting GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "ODC. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAILAND JAMB. S. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-114" LOCATED 4" FROM BOTH ENDS. DESIGN PRESSURE MAX. UNIT SIZE IMPACT RATING RATING 2" x 9 6 " +/- 70 PSF LARGE MISSILE IMPACT Lucas Turner 2017-09-25 15:08+20:00 1900 SW 44TH AVE. OCALA. FLORIDA 34474 - W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT ? 0 o r ❑wQwow Z WJO' w ZOZ w_fit ❑ <N3>orr3m z FW <m'Oo 0 oro aPwrc 0 Urnw-z'Da Z O ?d-no- Q mzoZ U 2 o'-, ZZ W ❑�Xwowmw n zwy5io i oNN 2~LY WZi wo u r a ¢ a No 58201. STATE OF zS� 9/25/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS AIDE 1 09/12/08 CWS-295 I E 1:20 1 OFB 48 C FIXED LITE 1900 SW 44TH AVE, OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE.HUNG IMPACT- = z 3 <Z0 W ZOZ Kb_Z,W ❑ Q w;E >_ o 3: ai U. Z=�<Wwoo 7!8" OVERALL 718" OVERALL U OV N.OF V D- F h d 3116" ANNEALED OR TEMPERED 11W ANNEALED OR TEMPERED ❑ Z O ❑ Z Z F 7 N Z OZ❑UjZ0O- r-_LLg000 114^AIRSPACE 7116" AIRSPACE K 2 3 O F H F O- Q Ir V!V-ZUj 7/16" LAMINATED 5/16" LAMINATED . LD W O❑ K tW o w y W LLww OJWF 3116" ANNEALED j'QG ALED d Z = a WOE W .090' SENTRY GLASS IONOPLAST INTERLAYERONT PVB INTERLAYER a F m 3 W W a ANNE —3116" ANNEALED /8' ANNEALED OUANIX DUURASEAL DURASEAL ���Q•KOREW �. IG SPACER RZJ5520R No- 58201 '•AT GLAZE"H"STATE OF .4UQ SS BITE ' Off. 4, P •.�4/� lil-v" z� , SASH LITE 9/25/2017 - LUCAS A. TURNER, P.E. FL PE 9 58201 - 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: • -.GLAZING DETAILS DRAWN BY: DATE: ADE 09/12/08 DWG b. REV: SETTING BLOCKS PER FBC 2411.3.3.1 CWS-295 E — _SHEET — 1:120F6 INTERIOR SECTION B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. SECTION A -A NOTE: ITEMS NOT SHOWN FOR CLARITY: 20,-25-26. 3}3637, 44, 51-52,-55-56� 64: 67E8 SECTION C-C ALTERNATE IMPACT HOOK WINDOW SYSTEMS LL—/J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWwCwsCC 8100 PVC SINGLE HUNG IMPACT a z 3 <z3 z ww0 «Oob w z0Z K �H o aW; yoOM3m w i-w zi-32x z Z=2<KW O O Oy�Oa m~ia o z�.Ozz'0' z O ' >O- < F?w�zzc LLo w �40FHFZ_ �j OOWNOwww Komw O wF a w3ww a � a No smi STATE OF 9/25/2017 LUCAS R TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EETOESCRIIPTION: SECTION VIEWS - AWN BY.- -, DATE: - AIDE � 09/12/08 VG 0: REV.: CWS-295 E ALE_ -SHEET 1:2 3OF6 PARTS LIST FRAME CORNER 31/8"--I CONSTRUCTION 1 75/16"--{ �2an6" 8 70 1 518" = 1 I T $L I 7176" L 7"6^ 211116"LAP CORNER WELD (ALLSIDE6) PVC SASH BTM. RAIL PVC SASH MTG. RAIL 18 PVC FRAME FLANGE ' " - H-6051 H-6027 H-6031 - 3 1 3116" 3t 1fi, 1P 19 1 518" Q 15/16" 1/16" ` L 3 1116" }_4 L 1/16" FIXED MEETING RAIL PVC SCREEN SUPPORT SCREWED TOGETHER WITH S-6014 REINF. SBR OUTERFRAME PVC SASH SIDE RAIL H-1699 1:8 H-6004 _ 3 �!B 1 1l " 5 5B t 118" 1 8" _ �I/l,I 112" T— 00 1 718" 1y1L-- L 1/e" REINF. SASH MTG. RAIL PVC SCREEN CATCH PVC SASH STOP HD MTG RAIL H-1497 S-6013 S-6029 H-1681 2 3116•: 3(4^ yq•� 1/4'--� �-- 14 -� 31 T t3 71W 18 1 5%16^ 1/16" 16 1116" REINF. SBR/SSR 1 1_ S-1498 PVC GLAZING BEAD g�064 PVC MTG RAIL COVER S-6077 _ 0 3/16" - O 7 5/t6" 1/2" 6" 3/16° _� © - 3 ,� 718" 1/16" O - } r - - SCREWSUPPORT IMPACT HOOK P-3113 S 1577 LINE ITEMS NOT USED: _ __NE _-_ _._ _ _ . 7, 11, 21=22, 29, 41A3, d9-50, $5, 5Z�.1,:64 -- NOTE-ALti EXTROSIONSAREALUMINUM 60.63T6UNCES50THERWISE-NOTED: =- 1111! III/.J/ VANDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC Item Part# Description Vendor Material 1 H6031 Main Fr., SH, w/FIg., PVC, Head Mikron Vinyl 2 H-6031 Main Fr., SH, w/Flg., PVC, Sill Mikmn Vinyl 3 H-6031 Main Fr., SH, w/FIg., PVC, L. Jb: - Mikron VinylF 4 H-6031 Main Fr., SH, w/FI ., PVC, R. Jb. 9 Mikron Vinyl Y 5 H-1681 Heavy Duty, Meet.. Rail, Fxd. Aluminum Keymark Alum 6 S-1577 Impact Hook Keymark Alum 8100 PVC SINGLE HUNG IMPACT 8 H-6027 Sash Meet. Rail, PVC - Mikron Vinyl 9 H-1497 , Reint Sash Meet. Rail Keymark Y Alum 10 H46028 Sash Bottom Rail, PVC - Mikron Vinyl 12 - H-6004 Sash Side/ToplBot. Rail- Mikron Vinyl-• 13 S-1498 Reinf. S.B.R./S.S.R 14 S-6064 GIz. Bd., 7/6",Fxd., Horz. Mikron Vinyl ¢ F w 0 Z O p 4 ¢ < r w a O a Z 3 < Z 3 p w O W w o0 o Z O Z or k z 1- < m 3 > O ¢ 3 m Z = 2 < K.w 00 0 O I- O Cj <= F W Z _ W Z Z F D w o Z 0 2 Z 6 O 0 P- a p O w Z 9 3 O F F O- M m 00�»302 u_ cCul O w to w z= W Z O o w w Q. w= of W w F a o:3 a 15 S-6064 Glz: Be., 7/8",Fxd.; Vert. Mikron Vinyl 16 S-6064 Glz. Bit., 7/8",Sash, Hodz. Mikron Vinyl 17 S-6064 Glz. Bd., 7/8",Sash, Vert. Mikron Vinyl 18 S-6013 Scan. Adapt., w/Nib, PVC, Hodz. Mikmn Vinyl 19 S-6014 - Scm. Adapt., PVC, Vert. Mikron Vinyl 20 S-6029 Sash Stop / Filler, PVC, Vert. - Mikron Vinyl 23 H-1699 Reinforcement, SBR Keymark Alum 24 P-2190 Balance BSI 25 P-3059 Sash Cam, PVC BSI Plastic 26 P-3046 Take Out Clip BSI SS 27 PA069 Lack, Impact, PVC Intedock 28 P-0069 Keeper, Impact, PVC Interlock Zamac 30 P-3215 Weep Cater w/ Flap Geer Plastic 31 S-6077 HD Fixed Meeting Rail Cover Mikron Vinyl t.... r#q# ` ENO E IVS• ..; Py'� � Z No 58201 °:A *: * _ :,a.. ; o: e '9 ; STATE OF 41 �T':F .-"4. ,,�'�SS�...... G�� zZ 9/252017 33 P-3429 Wstp:; 0.270 x .187 back FinSeal, Gray Ultmfab 34 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultmfab 35 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultmfab 36 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Ultmfab 37 PA638 #8 x 2-1/2 PH Mod. Truss, Type A, TEK 2 Fastenal Steel 38 P-3768 #8 x 0.625 Ph PH SMS - Hub City Steel . Hub City Steei31i6" 40 P-4264W #8 x 314 FH PH w/#6 Head,lTEK, Whit. Hub City Steel 44 P-3342 Seam Sealer, SM-5504 Schnee 45 P-3752 Cap Plug, 1/2" Hole M&M Nylon 47 P-3438 Sikaflex 552 or Purfect Glaze'W SikalHenkel 48 P-3362 Set. BIk., 85 Duc, 1/8" x 5/8" x 2" Lg. F. Lowe Rubber 51 P-3881 Temporary Lbl. (NFRC/DP) 52 P-3613 CWS Lbl. (logo) - Pro Label 53 Sash See Glazing Chart (pg. 3) LUCAS A. TURNER, P.E. FL PE # 58201 . JABARAL288 PORT, 34 PH. 941-380-1-1574 54 - Fixed See Glazing Chart (pg. 3) - ' - - - - - 56 P-3281 Spacer Dumseal 62 PJ218 Screen Frame, Herz. me, Herz. Allmetal Alum 63 P-3218 Screen Frame,, Vert. Allmetal Alum 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth, 18 x 16 Fiberglass Betterwre Fiberglass SHEET DESCRIPTION : BOM AND EXTRUSIONS 66 P-3228 Screen Spline,..155 Die., Blk. _ _ .Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring, SS _ FI. Screen SS DRAWN BY: AIDE DATE: 09/12/08 70 P-3113 Screw Support for PVC T. Plastics Nylon 71 P-3118 Keeper, Sweep Lock Steel 72 P-3541 #8 x 112", Pan Head, TEK ,Sullivan Fastenal Zlnc DWG CWS-295 E 73 1 P3632 Sweep Lock Sullivan Zinc -.74- -P<633- Banel-Fastener— - - ... —Fastenal----Steel— sc; LE __ - 1:2 StlEFs 4 OF 6 6' 6' ANCH RAIL( (TYP.) 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT a z 3 <Z� r owo 'Wow o zOZY0�3m Z z=2amwoo 0 Oro a=Fo: ❑ Z_y ZH7V1 Z 000 mU- of 3OWO=ZZ O I,y U Q m F 0 Howww cd _~¢ w3w, a a m a ... 7 - No 58201 9 STATE OF NOTES: -.-"""- 1. INSTALL ONE ANCHOR ATEACNINSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. - 2. SHIM AS REQ AT EACH INSTALLATIOPTANCHOR 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 YZ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. - 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 9/25/2017 LUCAS A. TURNER, P.E. 4. ALL INSTALLATION ANCHORS MOST BE MADE OF OR PROTECTED WITH A CORROSI'ONVESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS INbONTACTWITFI PRESSURE TREATED WOOD MUST 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 SEBEYOND 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 00 NOT REQUIRE 4X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AP 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: AIDE 09/12108 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. DWG e: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-295 E 9. SEALING AND FLASHING STRATEGIES FOR -OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE.BYbTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: _ __ -FMA/AAMA 100(FIN WINDOWS). FMA/AAMA 200(FLANGE WINDOWS), FMAAWDMA 250(BOX WI NDOWS), FMA/AAMAAWDMA 3300(E I EKIOR DOORS) SCALE: - 1:25 - _SHEET. 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. 'SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE MIN. EMBEDMENT PERIMETERSEALANT SEE TABLES BYINSTALLER _ INSIDEANDOUT 0 SEALANT BEHIND" - - ry�5���y-�� FLANGE BY INSTALLER I I Y 1 1 114" MAX. SHIM SEE TABLE 1 1/4" MAX SHIM SEALANT BEHIND FLANGE BYINSTALLERIVERTICAl PERIMETER SEALANTSMIN.EE B IDE TA IE IIN TABLEIINSIDE ANDOSEE ANO OUi SUBSTRATE BY OTHESEE TABLE 1MIN. EDGE DIST. SEE TABLE 1 AGE TABLE I: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE- ANCHOR MIN. EMBED E DIST. CONCRETE (2.0 KSI MIN.) 1 3/16" ITW TAPCON - - ' 1-112" 1-1/8" HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" NW TAPCON 1" 2" . CONCRETE (2.85 KSI MIND 3/16" ELCO ULTRACON 1" 1" GROUT -FILLED CMU (ASTM'C-90) 3/1T ELCO ULTRACON 1-1/4" 2-1/2" - 2X MIN. SCUTHERN PINE (G=0.55) 3/18" ITW TAPCON OR ELCO ULTRACON 1-y8" 7/8" 2X MIN. SOUTHERN PINE (G=0.55) _ #10 WOOD SCREW 1-318" 718" 16 GAUGE (0:060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KWIK.FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' 7tl 6" P'ALUM. .(6063-TS MIN.)OR "-STEEL(33i'S:MIN.) #1Q GRADE 5SELF-TAPPING/ FULLTHREAD —THRU'0.-1,25 :7rys" SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM — BY OTHERS SEE TABLE I MIN; EDGE DIST SEE TABLE 1 BYINSTALLER INSIDE AND OUT SEALANTBEHINI FLANGE BY INST �g1 HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE WINMW SYSTEMS ILQ— I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 , WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Q I- z 3 QZ3 ❑WU z W WHO QHOIO. zoz xt?I- u :70 0 Fn Fw zF3gx z zmm<w'0O O Oro a.F. Z Ooj_zjUy. Z r QLLWoxoz �QOF-HI-Z iXwoulow FE zww OJwl1 wmw� No 58201 t STATE OF 912512017 LUCAS A.. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT - 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PH. 941-380-1574 HORIZONTALON SKEET DESCRIRTION: fi BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION - INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY. DATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - AIDE 09/12/08 -MIN.1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-295 E -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE' ---SHEET---- —1:2 - -- -- —SHOWN FOR FLANGE WINDOWS. - -- - 6 OF 6 t, SCANNEtJ,.; BY r� ►iL St. Lucie Count) a E2 9CIS Home lag In = User Regat2tion j Mot Topic i submit Suntlarye 1 SWts&Faces Publications MCStaff 1 MS Site Map I Links Seapth y^^, OSER: Pobl'AUspero cal -«e�f44t1 "°' RECEIVED QmdYce Approval Mena > Pma Applioticm Seam,h> Pooliratian List> Appliotion Detail q [ 71 FL # FL20838-R APR 2 5 2018 ioL.M..i@,.:ax ,v.,„., Application Type nmation Code version 2017 ST. Wclu County_, Permitting Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws:a Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Stephen Brooks Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 255 sbrooks@cvs.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Extenar Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE i Validation Checklist - Hardcopy, Received Referenced Standard and Year (of Standard) Standard Year Equivalence of Product Standards Certified By AAMA/WDMA(CSA 101/I.S.2/A440 2011 ASTM E 1886 2005 ASTM E 1996 2009 TAS 201/202/203 1994 J I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A a 11 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL29838 R2Rp(< 6110FB-191-20838.p_df " Method 1 Option A 08/09/2017 08/09/2017 08/15/2017 F Nodel, Number or Name Description 20838.1 SGD 8800 Sliding Glass Door 8800 Series - 4' X 8' Panels Lim' - f use Certification Agency Certificate Approved for use in HVHZ: Yes FL211838 R2 C CAC_L38=133-4CAR_01 Approved for use outside HVHZ: Yes FL,20838-92_C CAS 138=139.5CARpdf Impact Resistant: Yes FL21838 R2 C CAC 138-1327CAR odf Design Pressure: N/A ; C�gG 138_3-3Q8R_pQf Other: Impact vinyl sliding glass door with light FJ20-838R2_C C C R152:QdS reinforcement, standard sill riser, and annealed laminated FL20838R.2_ C CAC 138-570CARpdf glass to +/-DP50. Design pressure +/-65 with light Quality Assurance Contract Expiration Date reinforcement, standard sill riser, & heat strengthened 04/18/2020 laminated glass. Installation Instructions ,F-L20838 R2_II CW$_1150-RLpdf Verified By: Lucas Turner FL PE 58281 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2_AE Eval,Repor1:1150-R111df Created by Independent Third Party: Yes 20838.2 SGD 8800 Sliding Glass Door 8800 Series - 5' X 8' Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL20838 R2 C CAC 138_15201-C_ARp_df Approved for use outside. HVHZ: Yes PLZ08MR2 f {gC S38_1A02CL.pQf Impact Resistant: Yes FL20838 RZ-C —CAQ-Lj8-57j(LAR.pAf Design Pressure: +80/-80 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 04/22/2020 reinforcement and high sill riser to +/-DP80. Installation Instructions FL20838 R2_II CW5-jj 1-RI_pAf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports F1,20838 R2 AE EvalRepori:IL-R1_pdf Created by Independent Third Party: Yes 20638.3 SGD 8800 Sliding Glass Door 8800 Series - 4' X 10' Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL20838 R2 (_CAC-1 1C10{J�R.pdf Approved for use outside HVHZ: Yes FLZ0838 RR2 C C_AG L I MCARpdf Impact Resistant: Yes FI,20838 RR2_C CAC138_973&AR.p-Q_f Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 05/11/2020 reinforcement and standard sill riser to +/-DP65. Installation Instructions FL20838 R2_.II CW$_1152�,pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EwILReporti_152-Rl,p if Created by Independent Third Party: Yes Bab Neat contact Uz:: 2601 Blair Stone Read, Tallahassee R 32399 Phone: 850,487-1024 , The State of Florida Is an ANEW employer. Coovdoht 2007-2013 State of F1.mhi :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public mcmds. 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 mail. If you have any questions, please contact 850.487.1395.'pursuant to section 455.275 (l), Florida statutes, infective October 1, 2012, licensees licensed under chapter 455, F.S. must provide me Department with an email address if they have one. The emails provNcd 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 he made available to the public. To determine if you are a licensee under chapter 455, FS., please did, he,. Product Approval Accepts: l SLIDING GLASS DOOR - LARGE MISSILE IMPACT RECEIVED APR 2 5 2018 ST. Lucie County, Permitting TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .... I SECTION VIEWS.................................2 BOM & GLAZING DETAIL....................3 EXTRUSIONS...................................4-5 TRACK WIDTHS.......................... ........ 6 ANCHOR SCHEDULE & NOTES ANCHOR PATTERNS ......................8-9 INSTALLATION DETAILS.............10-11 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW SY57 MANUFACTURED TO COMPLY WITH THEFLORIDA BUILDING 7800 SW 44TH AVE. CODE (FBC), CURRENT EDITION AND ISf RATED FOR USE IN THE , 34474 HIGH VELOCITY HURRICANE ZONE( HZ) AND IS RATED FOR OCALA, FLORIDA WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN yVV1ryy CWS.CC ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS INCLUDE BUTARE NOT LIMITED TO: 'XO",'OX",'XX', "OXO% "XXX", "OXXO", "XXXX°, 'PX', -PXX-,-PXXX-.-PXXXX',-PXXP", "PXXXXP-,-PxXXXXXP", "PXXXXXXXXP" 2 TRACK, 3 TRACK, 4 TRACK 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-130D-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-11. FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND THERMAL WELDED TOGETHER. 8. SERIES / MODEL DESIGNATION SGD-8800. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH, P = POCKETMOOKSTRII 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 11. WEEP SLOTS = 11T x 1' LOCATED @ BOTH ENDS. MAX. PANEL SIZE DESIGN PRESSURE GLASS TYPE IMPACT RATING RATING (SEE SHT 4) +/-50 PSF A LARGE MISSILE 48-15/16" x 93-318" I IMPACT +(-65 PSF B '(4) PANELS SHOWN; HVHZ LIMITED TO MAX. (9) PANELS. OUTSIDE HVHZ, UNLIMITED NUMBER OF PANELSIS ALLO WABLE AS LONG AS INDIVIDUAL PANELS DO -NOT EXCEED -PANEL SIZE AS SHOWN: -- -- Lucas A. Turner 2016-11-21 10:37+19:00 8800 PVC SLIDING GLASS DOOR - IMPACT No 56201 :I) :OgoS�C O R: O p.O�2�p zz 11/2112016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARAAVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BV: DATE: BLZ 05106116 CWS-1150 — _ w 1 SHEET SECTION VIEW A -A NO SILL RISER ITEMS NOT SHOWN FOR CLARITY: FIXED PANEL ATTACHMENT SECTION VIEW B-B ALTERNATE SILL RISER VIEW LIMITED TO +65 NOTES: 1) INSTALLATION W/NO SILL RISER ALLOWED TO THE FULL DP5 INDICATED ABOVE, IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED, SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. 1900'SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8800 PVC SLIDING GLASS DOOR -IMPACT �w o 0 z z ar w U Q a No 58201 STATE OF LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941380-1574 SHEETDESCRIPMN: SECTION VIEWS DRAWN BY: DATE: BLZ 05/06/16 DWG tt: REV.: CWS-1150 1 SCALE: SHEET PARTS LIST ITEM 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 16 33 71 PARTS LIST PART# DESCRIPTION VENDOR MATERIAL S-205B Screen, 3-Track Sill Keymark Aluminum S-2059 Screen, Snap Cover Keymark Aluminum S-2070 Screen, Interlock Profile Aluminum P-5477 Block, Anti -Lift Lawrence Nylon P-5559 Screw, #14 x4"PH PN SMS Fastenal Steel P-4269 Screw, #8 x 1" PH PN Tek Fasten' Steel ` P-3556 Screv,#8x2.5"PH FL Tek Fastenal Steel P-4962 Screw, #8 x 3" PH FL Tek Fastenal Steel 25 P-5565 Screw, #12 x 1 1/2" PH PN SMS Fastenal Steel FRAME CORNERS P-5566 Screw, #12 x2 112" PH PN SMS Fastenal Steel MECHANICALLY FASTENED P-3609 Bumper, Panel Stop Parker Seals Rubber 1:8 P-4291 Panel Stop Housing M & M Nylon P-5479 Foam Block, Cell, 0.15"' x 0.531" x 1" Lamatek P-5492 Gasket Frame Assembly, 2-Track Lamatek Butyl P-5493 Gasket. FromAssembly,m 3-Track Laatek Butyl P-5494 Gasket. Frame Assembly. 4-Track Lamlatek Butyl P-4659 Dust Plug, 1-1/4" x 3" x 0.5" tAVarab P-4366 Dust Plug, 1" x 3" x 1" Utrafab Screen, Spgne Team Plastics Rubber Screen, Cloth IDuraseal IG Spacer Quanex AIurtVB I PANEL CORNERS THERMAL WELD 1'OVERALL 1'OVERALL 1g 16°TEMPERED 16° TEMPERED a AIRSPACE a°AIRSPACE 0" +1-•ANNEALED 16 HEAT STRENGTHENED Yg„ LAMINATED 16" LAMINATED AD5"PVB INTERLAYER 105•PVB 16"ANNEALED =^HEAT STRENGTHENED 16 1s 8°GLASS SITE 33 a°GLASS BITE 24 PURFECT i4 PURFECT GLAZE 71 GLA2EH 13 13 Nh GLASS TYPE A GLASS TYPE B DESIGN PRESSURE GLASS TYPE RATING q +/-50 PSF B +/-65 PSF ___. __ - _ _ ___1:2---3OF11— ILIyLI I�L!/Ji� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WVWV.CWS.CC ITEM PART# DESCRIPTION VENDOR MATERIAL 1 GLASS SEE THIS SHEET 2 K6161 2-Track Sill Vision PVC 3 K6163 3-Track Sig Vision PVC 4 K6165 4-Track Sill Vision PVC 5 K6160 2-Track HeadrJamb Vision PVC 8800 PVC SLIDING GLASS DOOR - IMPACT 6 H6162 3-Track Head/Jamb Vision PVC 7 K6164 4-TrackFlead/Jamb Vision PVC 8 S-2064 Roller Track Insert Ke mark Aluminum 9 S-6171 ICowr, Sig Track Vision PVC 10 3-6169 Cover, Interlock Vision PVC 11 S-6172 Cover, Edernal Reim nforceent/P-Hook Vision PVC w F Qo 12 S-6175 Track Filler, Frame Vision PVC 13 H6166 Panel Stile/RailVision PVC 14 K6168 Interlock Snap-On Vision PVC m in 15 R6167 Astragal Vision on PVC 16 K6170 Gazing Bead, I.G., V Vision PVC u- ¢ Lwi a w w o Q Z o a cwi w 0 m ZO 0 w IY 17 HF2060 Sig Riser, 2.875" K mark Aluminum 18 K2062 Sig Poser, 4.062" Keymark Alumnum 19 P-5517 Panel Guide, Interlock Bear's Metal Aluminum 20 P-5558 Support Channel, Bot Rail, Interlock Beats Metal Aluminum 21 P-5511 Cover, Panel Guide, Interlock Lawrence I Nylon 22 P-5516 Bracket, Fi1red Panel Beats Metal Aluminum 23 P-3300 Wts ., 0.280" x0.187" Back, Fin, Black Uttrarab 24 P-3438 Backbeddng, Purfect Gaze "H' Hot Met FonkeVSlka Silicone 25 P-3514 Screw, #10 x2" Ph Comb Hd Fastenal Steel Ci 26 P-3587 Screw, 48 x l" PH FL TEK • Roler AsMMonise Lock Fastenal Steel `T�Tuurygrr ,%%PS PNC'� g'TG�Q � G;•v. F •,2� I. Zv No 58201 :i1 - {' t •*' '9; STATE OF ,rW� �'�F �< O R vOp: �%o 1 v�4 s/ONAL E�Pv�, Z2 a. Dimb Progress Plastics Ion 28 P-3789 Handel Set v4� Turn Amesbury or Roto 29 P-3792 Kee r Amesbury 30 P-3793 Multi -Point Mortise Lock AmesburyINTERLAYER 31 P-4250 Screw,#10 x2.5"PH PN SMS - Kee r Fastenal Steel 32 P-5287 Tandem RollerA ,2.125"Dia Wheel Amesbur 33 P-5438 Setting Blocks, 0.090" x 0.875" x 1.5" Franke Lore Rubber 35 FF2068 Reinforcement, Astragal Ke mark Aluminum 36 S-1775 Reinforcement. Look Sfile/Rails Kemark Aluminum 37 K2111 Reinforcement, HD, Interlock Ke mark Aluminum 38 S-2071 Reinforcement. Interlock t Fi ma Ke rk Aluminum11/21/2016 39 S-2069 Frame Insert, Installation Anchors Ke mark Aluminum LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 40 K2063 P-Fook Ke mark Aluminum 41 S-2065 P-Hook Adaptor Ke mark Aluminum 42 S-2048 Screen, Astragal Ke mark Aluminum 43 S-2050 Screen, 1-Track Head Ke mark Aluminum 44 K2051 Screen, 1-Track Jamb Ke mark I Aluminum SHEET DESCRIPTION45 BOM AND GLAZING DETAIL S-2052 Screen. 1-Track Sill Ke mark Aluminum 46 S-2053 Screen, 2-Track Head Ke mark Aluminum 47 1 S-2054 Screen, 2-Track Jamb Ke mark Aluminum DRAWN BY: BLZ DATE: 0510612016 48 5-2055 Screen, 2-Track Sig Ke mark Aluminum 49 5-2056 Screen, 3-Track Head Ke mark Aluminum DWG a: CWS-1.150 REV.: 1 50 S-2057 Screen, 3-Track Jamb Ke mark Aluminum1011, SCALE' SHEET B. rm z 116 IIDCJ❑❑0❑❑❑0� 32' 2-Track Sill - 6161 &41' O O O O 3 ll0❑❑❑0 O 0 32 3-Track Sill - 6163 768' 16 4 1 9 32 ❑a❑o❑a❑o❑o❑o❑a❑oe 4-Track Sill - 6165 5 a" 5 13. 116 �T 0 ❑ llo❑❑❑o❑�❑❑a8 3i" 2-Track Head/Jamb - 6160 8 j" 6 13 16 UL0 1=1 0 �o❑❑❑o❑❑❑o❑❑❑oe 2- 3-Track Head/Jamb - 6162 10 a" 7 16 ❑�❑o❑�❑o❑�❑o❑o _, 4-Track HeadlJamb - 6164 Panel Head/Sill/S81e - 6166 Lock Stile - 2086 Cover, Reinf. 11 Hookstrip - 6172 Astragal - 6167 2" 1 6 P-Hook Adaptor - 2065 6063-T6 � —t6 16 7„ 10 I Cover, Interlock - 6169 fi -r— 9� ollFst ck Insert -2064 Cover, Sill Track - 6171 6063-T5 1- z• 6 " L �I IG Glazing Bead - 6170 Track Filler- 6175 ARE RIGID PVC UNLESS OTHERWISE NOTED, ------- --- =-- ---- - -„-.. . - -- 40 e..` �a 1F 18 — ,7 F 1• 1. 416 16 B" I, 6 1s Sill Riser-2 6063-T6 Sill Riser- 2062 6063-T6 P-Hook-2063 6063-T6 38 „ 2 a„ e j- B.mo^r 39 T—Reinf., Eut-Interlock Reinf., Frame -2069 .2071 6063-T6 6065-T6 8 � 36 q'• , i� L. Reinf., Intedock-1769A 6005-T6 Reinf., Astragal - 2068 6005-T6 Reint., Lock Stile - 1775 6005 T6 6 Reinf., HD Interlock - 2111 6005-T6 WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WdAN.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT m 0 W 0 Z O O n- d 0 w ¢o :�3r No 58201 :'P '9 ; STATE OF 7�w= i��ryS;OyNA' .. 11 1/2016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 HEET DESCRIPTION: EXTRUSIONS RAM BY: DATE: BLZ 05/06/16 Mt REV.: CWS-1150 1 cALE: SHEET —1:2-^ 4 OF'11 -- f� LI 35.E 45 16 is Screen, 1-Track Sill , 2052 5 �I 48 u. 6 1• T fi Screen, 2-Track Sill - 2 �I 2F6•_ 43 L_ 16 Screen, 1-Track Head - 2050 1. 1 16 16 1- T 16 1 16 Screen, 3-Track Sill -2058 Screen, 3-Track Head - 2056 fi qq 18" L16 Screen, 1-Track Jamb - 2051 11'. r4" 16 52 Screen; Snap Cover -2059 �— 16 Screen, 3-Tack Jamb - 2057 2 a, 53) tfi 7•. Screen, Interlock - 2097 Screen, Astragal - 2048 L„ �II T F28" i9 �• J— 20 I I I II II I I II II II I QO I 4' II II 25• III I I III III 6 III I OO I II;;II I I II II 1 III I I Bracket, Fixed Panel P-5516 @ 9 !ORWEs0—�� m Eta' � ■ ,� i Ta Panel Guide, Interlock - P-5517 Support Channel, Sot --- - — --- ---= _—Rail -Interlock-P 5558— Block, Anti -Lift P-5477, Nylon Cover, Interlock - Reinf. -—P-5511-Nylon-- — 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT No 58201 STATE OF zz LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EXTRUSIONS DRAWN Y. DATE: 05/06/2016 CWS-1150 1 GALE: SHEET 2T Sill w/ 1T Screen 3T Sill w/ 1T Screen 3T Sill w/ 2T Screen - — - .-.-- . -- -- •---�--.4T Sill wP3T:Screen. 4T Sill w/Riser 4T Sill w/ 1T Screen 1900 SW 44TH AVE. OCALA, FLORIDA 34474 vvvm.CWB.CC 8800 PVC SLIDING GLASS DOOR - IMPACT Nu 58201 STATE OF 11/21/2016 LUCAS A. TURNER, P.E. FL PE 4 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-38D-1574 SHEET DESCRIPTION: TRACK WIDTHS BLZ 1 05/06/16 O`NOC: REV.: CWS-1150 1 SCALE: SHEET r p ANCHORS @ f P-HOOK 6^ 4• _ ANCHORS I ! IPANEL ANI EL I -TYP AN1 CHI ORS 3" EDGE I i OFPANELMAX j—(-6•MAX.TYP. TYP'�I 4• .� I N ` I! 1., l 1. TYP. —jTITYP. 1 1lI MAX TYP L_ I II II II II II II II II II II II II II II II II II X X X X _ - - I (I;I I Illi II;I , Il,li I !I;I I III I I 1 II,I I NOTES: ' CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) 12"MAX. O.C. I N FIXED PANEL CLIPS 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION (SEE LAYOUT DETAILS ON SHEETS 8 8 9) EXCEPT FOR 2T SILL 8 WOOD INSTALLATION LOCATIONS. SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL (SHEET 8). INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION (CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. 2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN Ill 6" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10. 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 BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET 10. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR SOLID CONCRETE, 6" FOR CMU MASONRY, 1" FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: —EMAIAAMA-100(FIN WINDOWS).EMA/AAPMZOO(FLANGE-WINDOWS)—F.MAIWDMA 250(BOX_WINDOWS),FMA/AAMAANDMA 300(EXTERIOR_D.00RS)___ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT ui 0 No 58201 t STATE OF zz 11/21/2016 LUCAS A. TURNER, P.E. FL PE p 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SCHEDULE NOTES BLZ 05/06/16 Mo. REV.: CWS-1150 1 INTERLOCKS f ASTRAGAL PANEL P-HOOK f PANEL WIDTH e�I ASTRAGAL P-HOOK ONLY 3T SILL f INTERLOCKS ASTRAGAL P-HOOK ONLY 4T SILL 9rnP MAY 4T JP NOTE: q= CENTERLINE OF INTERLOCK OR ASTRAGAL CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD INSTALLATIONS. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W WW.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT III m� 0 No SS201 STATE OF 1 11/2016 LUCAS A. TURNER, P.E. FL PE 0 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR PATTERNS (JAMB & SILL) DRAWN BY: DATE: BLZ 05106/16 DWG 0: REV.: CWS-1150 1 3T HEAD INTERLOCKS ASTRAGAL c INTERLOCKS HOLEPATTERN ASTRAGAL FORMM lL P-HOOK BLOCKANCHORS 1' TYP f INTERLOCKS HOLE PATTERN ASTRAGAL FORA WFT P-HOOK BLOOKANCHORS I 4•TYP.--f-4-TYP.--I 4 }' TYR MOD SUBSTRATES J OILY 4T HEAD NOTE: ¢= CENTERLINE OF INTERLOCK OR ASTRAGAL •CIRCLEDANCHOR LOCATIONSREd'D ONLY IN WOOD INSTALLATIONS. WINDOW SYSTEMS LL-z 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W$Aw.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT No 58201 STATE OF 11 112016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 $ET DESCRIPTION'. ANCHOR PATTERNS (HEAD) R m BY: GATE: BLZ 05lO6/16 nDa REV.: CWS-1150 1 :nte: SHEET --1:5 --—9-OF11- MIN. EDGE DIST. SEE TABLE I SUBSTRATE BYOTHERS SEE TABLE I PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT INSTALLATION SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT DO NOT. COVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE I MIN. EDGE DIST. SEE TABLE 1 ZX MIN. SOTHERN PINE (G=0.55) ZX MIN. SOUTHERN PINE (G-0.56) IS GAUGE (0.06P) MIN. STEEL STUD (33 KSI YIELD MIN) IV ALUM. (6067.75 MIN) OR 2TRACK HEAD ANCHORAGE IE ANCHOR LOCATIONS I MIN. EMBEDMENT SEE TABLE 1 INTERIOR SEALANT BETWEEN SILL RISER AND FRAME BY INSTALLER MIN. EMBEDMENT SEE TABLE I VERTICALSECTION \� 2 TRACK SILL ANCHORAGE PERIMETER SEALANT COMPLIANT WITH AAMA 800 BY INSTALLER INSIDE AND OUT SUBSTRATE SEE TABLE I HOOKSTRIP 1 INTERIOR 1900 SW 44TH AVE. OCALA, FLORIDA 34474 39. FRAME INSERT REO'D NNWd.CWS.CC AT ALL FRAME ANCHOR LOCATIONS 8800 PVC -� SLIDING GLASS SEE LAYOUT DOOR - IMPACT ON SHT B MIN EDGE DIST _mFW- p SEETA13LE 1 ^Jr m O Z z IT MIN EMBEDMENT (Y SEE TABLE I 2 00 a � eB HORIZONTAL SECTION 0 a ❑ 0 9 2TRACK JAMB ANCHORAGE 0 Q O Z No 58201 STATE OF —INSTALLATION ANCHOR 11/21/2016 SEE TABLE I EDGE DIST. LUCAS A. TURNER, P.E. E TABLE I FL PE # 58201 I 1239 JABARA AVE. MIN. EMBEDMENT NORTH PORT, FL 34288 SEE TABLE 7 941-380-1574 SHEET DESCRIPTION; INSTALLATION DETAILS 2 TRACK I3r W 4'MAX, SHIM DRAWN BY: DATE: I-3IB 718 BLZ 05I06fi6 FULLTHREAO 12„ OWGY REV.: THRU 0.060' �� FULL THREAD / t: \HORIZONTAL SECTION (�'WS-1160 1 THRUo.125- to B HOOK STRIP sCAIE: SHEET _. i-3Ta•�.. _s-1i3'_._. _ _.. _ _ _ _ ___ __..-._ _ _� .___ _.. ..._ ._._ _ __ ___—__.___�._ .. _ _ 119 —_—10OF1T MIN. EDGE DIST. SEE TABLE 1, SHT SUBSTRATE BY OTHERS — SEE TABLE 1, SHT 10 PERIMETER SEALANT — BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1, SHT 10 PERIMETER SEALANT— BYINSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS — SEE TABLE 1, SHT 10 MIN. EDGE DIST. SEE TABLE 1, SHT 11 MIN. EDGE DIST. - SEE TABLE 1, SHT 10 SUBSTRATE BUY OTHERS SEE TABLE 1, SHT I O ` PERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1, SHT 10 DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE 1, SHT 10 MIN. EDGE DIST. SEE TABLE 1, SHT 10 I 3 TRACK HEAD ANCHORAGE I.�SEELAYOUT 39,FRAMEINSERTREO'DAT .{ ON BHT ALL FRAME ANCHOR LOCATIONS MIN. EMBEDMENT EE TABLE 1, SHT 10 •j'MAKJ . SHIM INTERIOR SEALANT BETWEEN SILL RISER AND FRAME BY INSTALLER ' ,1I MIN. EMBEDMENT //.1L11/ on SEE TABLE 1, BHT 10 //Zf42� I 39. FRAME INSERT SEE LAYOUT ON SHT 8 REO'D AT ALL FRAME ANCHORLOCATIONS / u 1 VERTICAL SECTION 10 3 TRACK SILL ANCHORAGE 4 TRACK HEAD ANCHORAGE 39. FRAME INSERT SEE LAYOUT REO'D ATALL FRAME ON SE ANCHOR LOCATIONS MIN. EMBEDMENT r SEE TABLE 1, SHT 10 SEALANT BETWEEN SILL RISER AND FRAME BY INSTALLER / SEE TABLE 1, SHT 10 _SEE LAYOUT 39,FRAME INSERT ON BHT LAYO REOD AT ALL FRAME ANCHOR LOCATIONS VERTICALSECTION 4 TRACK SILL ANCHORAGE INTERIOR J 39, FRAME INSERT RED'D 1900 SW 44TH AVE. AT ALL FRAME ANCHOR - OCALA, FLORIDA 34474 LOCATIONS WWW.CVJS.CC Q 3800 PVC SLIDING GLASS n� s.0 AY E OUT n DOOR - IMPACT SEE TABLE 1 SHT 10 SUBSTRATE J BV OTHERS MIN EMBEDMENT SEE TABLE 1, SHT 10 SEE TABLE 1 SHT 10 F HORIZONTAL SECTION 10 3TRACKJAMB ANCHORAGE 1/d' INTERIOR DO 39. FRAME INSERT RED D AT ALL FRAME ANCHO R LOCATIONS ���a�pNOREW�T Ely G��'' `J�pr,y�O •'�P= No 582D7 STATE OF OUT ONSHT8 �❑ 1/PL016 11 _ - LUCAS A. TURNER, P.E. FL PE # 58201 MIN EDGE DIST 1239 JABARA AVE. SEE TABLE SHT10 NORTH PORT, FL 34288 PH. 941-380-1574 SHEETDESCRIPTON: INSTALLATION DETAILS PERIMETER BEALANT 3 & 4 TRACK COMPLIANT WITH AAMA 800 DRAWN BV: DATE: BY INSTALLER INSIDE AND OUT —� SUBSTRATE MIN EMBEDMENT BLZ 05106116 BY OTHERS SEE TABLE 1 SHT 10 DWG 0. REV: SEE TABLE 1, SHT 10 CWS-1150 1 / O T HORIZONTAL SECTION _ SDALE:.'� —SHEET 10 4TRACK JAMB ANCHORAGE ____ _ _ _ ___