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Home My WebLink AboutPRODUCT APPROVAL5/13/2019 Florida Building Code Onlirc a � .• o 9L BCIS Home Log In User ReglstorJon pptrT•oyg5, i„ t Surcharge stats & Faas publications contact us ,• BCIS Slte Map Unks Search a VVIV_H'v'v dbv---tr USER Product bIiAUProVeI St. Luce County P[p4VGLapproval Menu > Product or appliatlon Search > 8Qplic3uon List > Application Detail FL # FL161-R6 Application Type Revision Code Version 2017 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 291 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 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ,_r Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL161 R6 COI EvalRe rtoo 176F.pIl Standard ASTM E283 ASTM E330 ASTM E331 Year 2004 2002 2009 https://www.floridabuilding.org/prlpr_app_d0.aspx?param=wGEVXQwtDgvyf4ngAXh1045csMGl oEpop8Yr%2ffAksnA / 3d 1/2 5/13/2019 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method I Option D 09/26/2017 09/29/2017 10/03/2017 12/12/2017 F Model, Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 If CWS-176F.pdj Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use In HVHZ. Primarily used with Screen FL161 R6 AE EvalReport176F.pQf Rooms. Created by Independent Third Party: Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-242E Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE Eva1Reoort242E.pdf Rooms. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee s132399 Phone: 850-487-1824 The State of Florida is an Wasp employer. -Qmydght 2007-2013 State of Florida.:: Privaa. Statement :: Acrnssibiti[v Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response ro a public-recohIs request, do not send elec conic 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(3), 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 smalls provided may be used for official communication with the licensee. However email addresses are public rewrd. 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 me a licensee under Chapter 455, F.S., please trick here-. Product Approval Accepts: ® ® ® R9 im Credit Card Safe https://www.floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQMDgvyf4ngAXh1045csMGloEpop8Yr%2ffAksnA%p3d 212 PRIME DOOR - NON -IMPACT (SHOWN W/ALUM. SINGLE HUNG) 37 114• OVERALL WIDTH 36' UNIT W IDTH DOOR CORE ) IIGHT IEEIGHT UNIT HEGHT I DOOR CORE 37 112' B 5 I I I I I I TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........ 1 CONFIGURATIONS.................................2 SECTION VIEWS.....................................3 SOM 8 EXTRUSIONS .............................A ANCHOR SCHEDULE 6 NOTES.............6 INSTALLATION DETAILS ........................6 ffJ A r I LSL81 HINGE (TYP.) HINGE(TYP.) GENERAL NOTES' 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: OUTSWING, LEFT OR RIGHT HINGED. 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 3311 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. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM 15 REQUIRED IN WIND BORNE DEBRIS REGION, 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. DESIGN PRESSURE RATING IMPACT RATING 37-1/4" x-8 +/- 40 PSF NONE Lucas Turner 2017-09-15 15:13+20:00 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wwW.cwS.cC 1000 ALUM. GUARDIAN DOOR NON -IMPACT 0 wwo awoo zoz �Kz, o z z 00< 0 oro am<ww� V 0 U;w arDw Q I QrgZ OLLO ¢> n¢Yow-oxoz a 00�TJ30vi ��wNOwom p wr0 aZ�> x a ¢3W d N. 58201 STATE OF zz- 9/15/2017 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS WWNBT' OPTE: AOE 09/08/08 Gp NEV.: CWS-176 F 1:15 1 1 OF 6 WINDOW S75TEN8 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.CC 273/4• MAX UNIT WIDTH 1000 ALUM. GLASSDLODLO GUARDIAN DOOR NON -IMPACT i 3 az3 Ow0 V�wpO o ¢w->orc3m z -- 0 OF-06zmm<<DIp` 261/2• O Uwwa�'T'� Z ] Z r 7 GLASS DLO q moz 030f-�tZZ 0D ICw LI / a Tl/l ?io ¢Omw MAX ice¢ w3ww UNIT �� n Z HEIGHT w D- `a`�OREWYT ....... Ng� GA'Lry: GLASS • ice'_ DLO :v (q- �9p STATE OF .1lIL z� 9/15/2017 LUCAS A. TURNER, F�_ 2z GLASS DLO _ FL PE # 58201 1239 JABARA AVE. ' SH-3500 (SEE SEPARATE APPROVAL) NORTH PORT, FL 34285 ALL GLAZING DSB TEMPERED MIN. PH. 941-380-1574 SHEET DESCRIPIIDN> DOOR CONFIGURATIONS DFFWN BT: OAiE ADE 09/08/08 DWGY HEV- CWS-176 F scN.E: SHEET 1:10 2 OF 6 ��-Emm - (1193) SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 9, 11, 17-19, 24-26, 31, 36 ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) SECTION VIEW S-B THRESHOLD DESCRIPTION I MAX. POS. OP IBUMPER THRESHOLD I NONE 118 TANDARD THRESHOLD 1 -40 193_IBAUDLE THRESHOLD I NONE NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT w zoz_ rw�ziggS z0 Ovri0Oarma o z,.,6z r Dw G OiVh -u�00" r a3x0_ z m� oBF Z w Drcrwn'awmw cc W "Lnt; R Sri w2�N w r a ¢art No 58201 A STATE OF 9/15/2017 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS M BY: GATE; AIDE _ _09/08108 VS-176 F SHEET 12 3OF6 x LINE ITEMS NOT USED: 2, 4, 20-22, 27, 30 NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL. 1 6 CORNER KEY - S-1002 "� �- 2 3/8"�,,'jf If �171/16' 31 1 13/16" OUTSWING HEAD S-1377 15116" STANDARD THRESHOLD S-1186 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 4 DOOR CORE - H-1001 C— 2 3/8" —T 1 11116° 3 OUTSW ING JAMB S-1374 r_�_33/8' 7/8 7 1116° BUMPER THRESHOLD S-1126 36 OUTER FRAME ASSEMBLY I i1 PANEL FRAME ASSEMBLY 2 518" — 1Imb., 316° — L 33 ADJUSTABLE SWEEP S-1300 3 7/16' F 13/16'�-0 L SADDLE THRESHOLD S-1193 THRESHOLD DESCRIPTION MA%. POS. DP BUMPER THRE5HOLD NONE STANDARD THRESHOLD -40 1193 ISADDLE THRESHOLD I NONE NOTE: INSTALLATION W/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 1000 ALUM. GUARDIAN DOOR NON -IMPACT r owo nwad o zrOnzao¢3m zzw2z1-3�x zxs<¢w o Z OOUo �Ol LL OGLL Q _ ¢ ¢30wl-FOZ _ tt�a u'z'n w 0wowmw ix rc ice¢ w3wW a No SB201 >t STATE OF z�- 9/15/2017 LUCAS A. TURNER, Fc FL PE N 58201 ' 1239 JABARA AVE. NORTH PORT, FL 3428E PH. 941-380-1574 BOM AND EXTRUSIONS 2AWN BY: )ATE: ADE 09/08108 Nc a N&0 --' - CWS-176 F 'ALE' SHEET 12 40F6 r 12 314" MAX O.C. 6" MAX. (TYP.) — 6' MAX. (TYP.), 17" MAX. O.C. (TYP.) INSTALL ONE #8 ANCHOR THRU EACH HINGE INTO SUBSTRATE (TYP.) ANCHOR LAYOUT NOTE INSTALL TWO #8 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE(TYR) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16" 15 PRESENT. LOAD BEARING SHIMS SHALL RECONSTRUCTED 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. 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 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 1" FOR WOOD AND METAL. S. 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 6. 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: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMNWDMA 250(BOXWINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 wwW.CwSCc 1000 ALUM. GUARDIAN DOOR NON -IMPACT i 3 <'r r 0,0 Fw-0cj. W zOz Kk�F, g Quiff>0�364 rw <X,EO' z 0100<WQO O Or0 ¢rr¢ c> 0mriaF-ma ❑ Z_W Zr Jy 3 Oi -Z�OU > a3ow�0o? � say rI- z W 0❑�»30� ww R 2NWN0W01— n O wr0 wz¢y a r n ¢3a No 58201 STATE OF L-� 9/15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 NOTES DE 09/08/08 vcm-- CWS-176 F ALE: SHEET 1:20 5OF6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 �Y�1CR]/:1413.! INSTALLATION ANCHOF SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER SEE TABLE 1 PERIMETER SEALANT III_ BYINSTALLER SUBSTRATE BY OTHERS--{ SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 114" MAX. SHIM INTERIOR SEAL OR SET IN CONCRETE OR MASONRY a a SEE TABLE 1 MIN. EDGE DIST. +H SEE TABLE 1 VERTICAL SECTION TYPICAL SILL ANCHURAGE TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHORTYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSI MIN.) 3/16 T W TAPCON 1' 1-1/8" CONCRETE (2.85 KSI MIN.) 311W ELGO ULTRACON 1' 1" 2X, IN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-318" 1/2' 0.04Y ALUM. (6%6 T5 MIN.) OR 0.045- STEEL(33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.045' 1/2' HING CHOR5 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1.3/8' 7/8" MIN. EDGE DIST. SEE TABLE 1 INTERIOR 1/4-MAX.SHIM— HINGE/STRIKEPLATE RIKEPLATE MIN. EMBEDMENT DISTANCE SEE TABLE 1 E 1 I FSEE i EDMENT HINGE/STRIKE PLATE SCREW LE 1 SEE TABLE 1 I INSTALLATION ANCHOR SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 SEALANT BEHIND PERIMETER SEALANT FLANGE BY INSTALLER BYINSTALLER B HORIZONTAL SECTION 6 TYPICAL JAMS ANCHORAGE NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. 1900 SW 44TH AVE. OCALA. FLORIDA 344T4 W W W.CWS.CC 1000 ALUM. GUARDIAN DOOR NON -IMPACT a i 3 aZ3 rZ ❑w0 aw D❑C. W zoz C=lz�w z z'2<wwOx O OIx-O ar,,z U z-o ZD.ryp ❑ z—= zrDu Q Mzz❑U_l r—LL�OOLLz > a3ow xo_ z O'.wo,NW UJwI/Ir a OJ LLO wiz wz¢y wa r a w3a N. 5S201 STATE OF ;z 9/15/2017 LUCAS A. TURNER. P1 FL PE # 582UI '- - 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEEi DESCRIPTION. INSTALLATION DETAILS FAWN BT: OFTE'. ADE 09/OW08 WGti H[V CWS-176 F A E SHEET 12 6OF6 5/13/2019 Florida Building Code Online t a a a fib BcIS.Home Log In ' User Registration Hot Topia I submit Surcharge Stats & Facts Publications contact Us I BCIS site Map ❑nks Search ADf da $CAIVyIVEU ' Product Approval i�T �' m USER: Public User �s� u� St. Lucie Count%, Pryauct AQomval Menu > Pin or AODlica[Ion Sear > agoGoatlon List > A [ail FL # FL17355- Application Type Revision Code Version 2017 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 291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc 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 Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal 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 Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/16/2021 Validated By Steven M. Urich, PE ?• Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17355 R4 COI EvalReport1059.pd Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 ASTM E1300-04 Year 2008 2004 Sections from the Code hops://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2btGx8TDFNwhjX%2fOFj3JcFdgDVIgLBsBQg%3da/o3d 1/2 5/13/2019 Florida Building Code Online r a Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 01/24/2019 02/07/2019 02/08/2019 04/16/2019 FL # Model, Number or Name Description 17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider, XO, Non -impact. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I FL17355 R4 II CWS-1031A (HS-620, XO),pdf Verified By: Lucas A. Turner PE-58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Max. sizes: 74" x 63" and 74" x 72". See Installation FL17355 R4 AE EvalReport1031A.(Ldf details for DPs. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes 17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider, XOX, Non -impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17355 R4 II CWS-1067 HS-620,- OXOX)_p Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE-58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2- FL17355 R4 AE EvalReport1067.odf 1/4. See Installation details for DPs. Glass complies with ASTM Created by Independent Third Party: Yes E1300-04. 1 5.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider, XX, Non -Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17355 R4 II CWS-1059 (HS-620,M)_pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE-58201 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Max. sizes: 74" x 63" and 74" x 72". See installation FL17355 R4 AE EvalReport1059.Wf detail for DPs. Glass complies to ASTM E1300-04. Created by Independent Third Party: Yes Back next Contact Us :: 2691 Blair shins Road. Tallahassee R 32399 Phone: BSO-487-1824 The State of Florida is an AA/EED employer. 5, g aght 2007-2n13 State of Florida.:: Pr'waty 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 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email atldress which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick j-. product Approval Accepts: I � ®� M SEC11 fltyBl Iil'111CS' hUps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrYa/o2btGx8TDFNwhjX°/a2fOfj3JcFdgDVIgLBsBQg%3d%3d 212 7: Fi H HORIZONTAL SLIDER - NON -IMPACT /01/4rl_RNUh WlGrn 74' MAX. UNIT WIDTH 36' MAX SASH WIDTH 321/16' GLASS DLO / ANGE IGHI' MAX.MA UNIT HEIGHT 6] X X MAX. X. SASH HEIGHT GLASS DLO L TABLE OF CONTENTS GENERAL NOTES 6 ELEVATIONS ..... I DP CHARTS 8 GLAZING DETAIL ........ 2 SECTION VIEWS..................................3 EXTRUSIONS 8 B.O.M........................A ANCHOR SCHEDULE 6 NOTES .......... 5 INSTALLATION DETAIL.......................6 ID -751/4' FLANGE WIDTH 74" MAX. UNIT WIDTH 36' MAX. SASH WIDTH 321/16' GLASS ULO A B y X A GENERAL NOTES- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: -W. 4. DESIGN PRESSURE RATING (SEE SHEET 2): -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33113% 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. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. SERIES / MODEL DESIGNATION HS-620. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 5116' x 2-1/8' LOCATED 4-1/2- FROM BOTH ENDS. MAX. UNIT 2011 MTG. RAIL REINF. DESIGN PRESSURE RATING IMPACT RATING 74" x 6 " NO SEE COMPARATIVE ANALYSIS CHARTS, SHEET 2 NONE 74" x 72" YES Lucas A. Turner 2015-04-27 21:05-04:00 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 620 PVC HORIZ. SLIDER NON -IMPACT No 58201 STATE OF 4127/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 MEETOESCFU bN: GENERAL NOTES AND ELEVATIONS RAWN 8Y OAIE. EMK 04/22/15 M� HEV.: CWS-1059 'ALE' SHEET 1:25 10F6 I FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "X )C' WITH GLASS TYPES A, S, C, OI Unit 1 Unit Height Width 35112 1 39 V2 1 431/2 1 471/2 1 51 112 1 55112 1 59112 17 +501-75 a50/.75 +501-75 +50/-]5+W/-75 +501-70.2 + ]IB' OVERALL i1 112 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 r50/-74 +50/-67.5 + U/ I/W ANNEALEU i5 /2 +50/-75 +50/.75 +50/.75 +50/-75 +50/-75 +50/.71.3 r50/f5 +SU/60.4 9/16'AIRSPACE fFi1/8'ANNEALED 19 112 +50 /.75 +50 / -75 +50/-75 a50 / .75 +50 / -75 +50 / 68.1 +50 / 62 +50 / 67.5 rl/2 +50/-67.9 +50/6].9 r50/67.9 +50/-67.9 +50/67.9 +50/65.4 +50/-59.4 +50/-55 i71/2 +SO / 60.1 +50 / 60.1 +50160.1 +5D 160.1 +50 / 60.1 +50 / 60.1 +50 / -57+2 +50 / 62.9 51KAFLEX 552 OR '1 112 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / -53.6 +50 / 63.6 +50 / -53.6 +50 / .53.6 +5 36 PURFECT GLAZE'H' ,50/-50.1 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 +501.50 50 60 FIN WINDOW DESIGN PRESSURES FOR WUAL SPLIT "X/X" WITH GLASS TYPES A. B. C, OR D y8" GLABE SITE Unit Unit Height YIdN 351/2 391/2 431/2 1 47112 51 112 551/2 59 V2 63 19 112 +50/.75 +50/-75 +50/-75 +501-75 +501-75 +501-75 +50/-75 +501-70.6 13 V2 +50 / -75 +50/.75 +50/-75 +50 / -75 +50/-75 +50/-75 +50 / -70.1 +50/ 65.4 17112 +501-75 +501-75 +50/-75 ,50 / -75 +501-75 +501-71.5 +50 / 65.5 +50 / 61 i1 112 +501-75 +50/-75 +50/-75 +50 / -75 +50 / -74.5 +50 / -67.5 +50 / 61.7 +50 / -57.4 .5112 +50 / -75 +50/-75 rW / -75 +50/-75 +50 / -71 +50 / 64.1 +50 / -58.5 +50 / -54.4 09 112 +50 / -69.6 +50 / 69.6 +50169.6 +50 / 69.6 +50 / 68 +50 / 61.3 +50 / -55.8 +50 / -51.8 G 112 +50 / -61.1 +501 61.1 +50 / -61.1 +50 / -61.1 +50 / 61.1 +50 / -58.9 +501-53.5 +49.5 / -09.5 GLASS TYPE A i7 U2 +50/-54.1 +50/64.1 +50/-54.1 +50/-54.1 +50/64.1 +50/-5Ll +50/-51.5 +47.6/47.6 11 112 +48.2 / -48.2 +48.2 / -48.2 +46.2 / 45.2 +4t1.21-45.2 +45.2 / 48.2 +48.2 / -48.2 +48.2 / -08.2 +45.9 / -05.9 '4 +45.1 -0 .1 +45 / -05 74 / -05 +45 / -05 +45 -05 ,45 / -05 +45 -05 +45 45 AB" OVERALL T16' ANNEALED FLANGE WINDOW WITH 2O11 NTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "=" WITH GLASS TYPES C OR D 7/16' AIRSPACE Unit Unit Height - 311T ANNEALED VId1h �9112 35112c +50/-75 391-75 431/2c 47 1/25ti 511/2c +50/-75 a5D/-75 +50/-75 +50/-75 551.75 +50/-75 +50/-75 nit/2 112 ]2 +50/-75 +50/d5 +50/d2.6 �t I� 61KAFLEX 552 OR 35\I PURFECT GLAZE'H' 3 1/2 +501-75 +501-75 +50/-75 +50/.75 +50/.75 +501.75 +50/-75 +50/.15 +50/-72.3 +50/-57.0 71/2 +501-75 +501.75 +50/.75 +501-75 +50/.75 +50/-75 +50/-75 +50/.72.] +50/6].4 a50/62.4 c591/2 cW1.767 f"- y6'GIASS BITE Unit Unit Height Width 35112 1 39112 1 431/2 1 47112 1 51112 551/2 591/2 63 GLASS TYPE C GLASS TYPE B GLASS TYPE D NOTE: IF SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SIZE. WINDOW SYSTEMS t)✓ 1900 SW 44TH AVE. OCALA. FLORIDA 34474 71W OVERALL WWW.CWS.CC 118' TEMPERED - - - 9'16- AIRSPACE 620 PVC VIP TEMPERED HORIZ. SLIDER )PURRFECTGIn°E•H' &W GLASS BITE IITIINON-IMPACT H I16' OVERALL 1116' TEMPERED Z PNI�OREW rTr�+ 41 QS;Y^t-GENy'•:r•P �� O s E •••%ter• QJ%• No 58201 �P: in 6'AIRSPACE Y16'TEMPERED SIKAFLEX 552 OR PURFECT GLAZE'H' 1 58'GLASS BITE l 2'. x ixE E9: :2: STATE OF :1U� ,,rO�tc / O R L O P;' x h S ' 'y"ONA' E v` 41271201_5___ ' _ LUCAS A. TURNER. P.E. FL PE it 55201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 SHEET DESCRIPTION' DESIGN PRESSURE CHARTS AND GLAZING DETAILS DRAWN BV'. UAIE'. EMK 04/22/15 OWS-1059 scALE SHEET 1:1 20F6 INTERIOR SECTION VIEW A -A ALTERNATE FIN FRAME INTERIOR SECTION VIEW B-B SECTION VIEW C-C MTG RAIL REINFORCEMENT (2011) REQUIRED ON UNIT HEIGHTS ABOVE 63" 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWSCC 620 PVC HORIZ. SLIDER NON -IMPACT I No 58201 STATE OF _412712015 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SECTION VIEWS N BY: 5Al E', EMK 04/22/15 ITEMS NOT SHOWN FOR CLARITY: CWS-1059 7-8, 10, 12, 15-16 8 21 tscaCE-"- 12 1 3OF6 LINE ITEMS NOT USED: 21-22.25 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 4 4 1/6•--y o B 9 5 6" 1I6' 1 1Y16' LI vts• L PVC MAIN FRAME - H-6127 PVC TOP/BTM RAIL - H-6140 CORNER CONSTRUCTION A�INEI A L 18 S I^111/I6' I�-21I8' I I 050' - 7116' r- 5115" 1116' � I/tfi" I 1/1fi- 116�16' PVC INTERLOCK RAIL -H-6135 PVC DRAW RAIL -6139 ALUM INTERLOCK - S-2029 PVC GLAZING BEAD -S-6141 1 1/I6' 1116" i 5/I6' �1 5/16'y �I&16"y i 1111C 11r16' 11/16"/, fi' L �J 093' IIt6- ALUM REINF.-S-2043 ALUM HEINF. - S-2044 ALUM REINF. - S-2005 ALUM REINF. - S-2004 — 1116' 930 I 3 7/B' L 39 1" L v1s• ALUM ROLLER TRACK -S-2030 ALUM EXT. REINF. - S-2011 PVC COVER -P-5400 ® I WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 www.cws.cc 620 PVC HORIZ. SLIDER NON -IMPACT , : No 58201 9: 9 L. STATE OF z2. 4/27/2015 LUCAS A. TURNER. P.E. FL PE B 58201 1239 JABARA AN NORTH PORT, FL 34288 PH. 941-380.1574 EMK 04/22/15 CWS-1059 )nLe; SHEET 1:2 40F6 ANCHOR AT MIDSPAN — FOR UNIT HEIGHTS OVER 63-HYK) -y 3-(TYP.) 6'MAX. (TYP.) �--t 6. (TVPJ SE1n,P,) SEE NOTE G. MAX. ITYP.)� 161W MAX. O.C. (TYP.) L FF X � X o- NC O VOU - LAF NGEI --INSTALLATION ANCHOR (TYR) 8' MAX O.C. (TYP.)—r—I 4' MAX, (TYP.)- 4' MAX. (rYP.)— B• — MAX.O.C, (TYP.) -r�Ll F-3'THRU FRAME ANCHOR X � X a ANCHOR LAYOUT - (FIN) NOTE THRU FRAME ANCHORS @ MTG RAIL RYP.) --SEE NOTE 2 INSTALLATION ANCHOR ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4`. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 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. S. 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 I, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETFJCMU OPENINGS, EMBEDMENT SHALL BE BEYONm WOOD BUCKS, IF USED, INTO SUBSTRATE -1X BUCKS ARE OPTIONAL. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: T FOR MASONRY, V FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECO13D AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. 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: FMAIAAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FMANlDMA 250(BOX W INDOWS), FMAIAAMAIWDMA 300(EXTEF110R DOORS) WINDOW SYSTEMS N 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWWOWSOC 620 PVC HORIZ. SLIDER NON -IMPACT No 58201 STATE OF z2- __ 4/27/2015 _ LUCAS A. TURNER, P.E. FL PE N 58201 1239 JASARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SCHEDULE NOTES EMK 1 04/22/15 WGC CW5-10 99 GALE SHEET 120 5OF6 TYPICAL HEAD ANCHORAGE PERIMETER SEALANT snn inn LP I BYINSTALLER INSIDEANDOUT p SEALANTBEHIND FLANGE BY INSTALLER 1/4' MAX. SHIM INSTALLATION SEE TABLE SEALANT BEHIND IW MAX. SHIM FLANGE BY INSTALLER �— SUBSTRATE BY OTHERS=VERTICAL SEE TABLE 1SEALANT UNDER SCREWHEAD BY INSTALLER MIN. EMBEDMENT //� SEE TABLE SUBSTRATEUYOTHERS (( nnrtvfi® 1/4' MAX. SHIM - SEE TABLE 1 WINDOW SYSTEMS MIN. EDGE DIST. SUBSTRATE SEE TABLEI BY OTHERS 1900 SW 44TH AVE. 1/4' MAX. SHIM I SEE TABLE 1 OCALA. FLORIDA 34474 MIN. EDGE DIST. W W W.CWS.CC oe SEE TABLE INSTALLATION ANCHOR SEE TABLEI oo❑ GZO PVC. T'c HORIZ. SLIDER I I SEE TABLEI NON -IMPACT "" NT BEHIND —', FLANG IHE HORIZONTAL SECTION v HI TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) IV16' NW TAPCON 1' FLANGE HOLLOW OR GROLIT-FILLED CMU (117 PCF MIN.) 3/16- 11W TAPOON 1' 2' FLANGE CONCRETE (2.85 KSI MIN.) Y16' ELCO ULTRACON 1' 1' FLANGE HOLLOW or GROUT -FILLED CMU (ASTM C 90) T16' ELCO ULTRACON 1-1/4' 2-112' FLANGE 2XMIN. SOUTHERN PINE (G=0.55) TTV RW TAPCON OR ELCO ULTRACON 1 98" 7/8" FLANGE 2XMIN. SOUTHERN PINE(G=OS6) N10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD I33 KSI YIELD MIN) e<jjCREW N10-16 HILTI KW IK-FLEXOR ITN FULL THREAD I THRU 0.060' 7/16" FLANGE 1/8' ALUM. (6063-T5 MN.) OR 118" STEEL (33 KSI MN GRADE 5 SELF -TAPPING 910.) G SCREW ULL THREAD RU 0.125" 7/16 2X MIN. SOUTHERN PINE (G=0.55) 1#10 WOOD SCREW 11.1/2 1/2" 1 BY IMETIINSTAL IT LER LANT Q--- IN IDE MIDO INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 —SEALANT BEHIND FIN BY INSTALLER `/ C_'� HORIZONTAL SECTION 6 HEAD AND CHORA F HEAD qN0 SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. A/6) REO'D AT MTG RAIL, SEE SHEET 5 ANCHOR LAYOUT. MIN No 58201 ee =9 5 O:" STATE OF -.4u 4/27/2015 LUCAS A. TURNER, P.E. FL PE N 58201 PERIMETER SEALANT 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PH. 941-380-1574 HORIZONTAL SECTION _ SHEET pE6CRlairorv: �/ BO%FRAME INSTALLATION SIMILAq FOR SILL AND JAMBS FOR BO%INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:K 04/22M5 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED -- INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. LO�W:un7eUP 059 - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS_SHOWN SHEET FOR FLANGE WINDOWS. 60F6 C