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HomeMy WebLinkAboutProduct Approval t �� ■ Northern ® North-Central South-Central Lt ° Southern i NFRC' 82CUIJ t0M-1F 00WL1�'CA7eb' SYSTEMS Nartonal:r-e/ies6atlon Rating counea ENERGY PERFORMANCE RATINGS .U-FactorcU.S./l-P) Solar Heat Gain Coefficient ' 21 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance .49 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole productperfonnance.NFRC ratings are determined for a fixed setof environmental conditions and a specific product size.NFRC does not recommend any productand does notwarrant the suitability of any productfor any specific use.Consult manufacturer's literature for other product performance Information. www.nfrc.org DESIGN PRESSURE As Limited by All Components +60 _F -60 Negative Design Pressure Limited by tested pressure and Glass Tables ASTM El 300-04. Positive Design Pressure Limited by water test pressure and Glass Tables ASTM El 300-04. FIXED:7/8"I.G.(1/8"ANN-3/8"ARGON-5/16"LAMI[1/8°ANN- .090PVB-1/8"ANN) SASH:7/8"I.G.(1/8"ANN-318"ARGON- 305243-1 5/16°LAMI[1/8"ANN-.090PVB-1/8"ANN) ENGINEEF ING EX.PRESS'® Design Wind Pressure(PMAx+, PMAX-):ASCE 7-10, Ch.30.4.2/30.6.2 1450 SW 12th AVENUE, #106 " ,h<60 ft:,`'. e ; " ��," h>`60 ft fl? DEERFIEL.D:'BEACH,.FL,3344:2 Max Positive PressurePMAx+ n tic PK(954)354=0660.FkaC(954);354-,0443 ( ) PMAx+ = q ( GCppc�+ GCpi) PMAx+ = gn(Ac GCppDB + GCpi) WWW.'ENiSEXP'.COM Max Negative Pressure(PMAx-) PMAx-= gh(Ac GCpneg-GCpi) PMAx-= gh(Ac GCpne9-GCpi) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device CalculationS:ASCE 7-10, Chapter 30,All Subsections Cladding ��SIZe y EI6V8lOt1 P 'ACe1 �w'APE'c1T ' n' Pmax+� a Pmax 5th Edition(2014)Florida Building Code # "' Zone s�� ., C 2 2 �KZ' C�z ���Gpt , GCp 2 M!X H) (ff). „ • - (ft ) "(ft ) rc. (Ib%ft ) Site Information 1 141 x 79 Int 7 1 77.35 46.02 0.85 53.38 1 0.8 -0.9 1 32.8 -36.0 Owner: SANDRA & STEVEN BARAN >10111® Wind Speed(V): 170 MPH 7,_ a Exposure Category: C Velocity Pressure Coef.(Kh): 0.85 ASCE 7-10 Ch.30.3.1 Table 30.3-1 ,r1 Directionality Factor(Kd): 0.85 Topographical Factor(KzT): 1.0 Structure Information LU, Di�j LLM ° eRll Risk Category: R Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0,18 ASCE 7-10 Table 26.11-1 - Mean Roof Height(h): 12 ft. Roof Slope(0): Sloped Roof Slope Coefficient(0c): 1.0 Min.Building Dim.(L): 33 ft. End Zone Distance(a): 3.3 ft. 1.THEN FORMATION GNTEND D TO PROVIDEDESGN PRESSURESFOR THE PURPOSE OF THE INSTALLATION OF GLAZED UNBS8OPENNG PROTECTION AS PROPOSED AND PROVIDED BY OTHERS NO CERTFIOATION,OHER FRANKL BENNARDO,P.E. Prepared In accordance With: VALDFLORIDAPRODUCED OR STAPPROVALSANDMUSTMEETTHESEPRESSURESPORTHEGNENWELBAWfF ANY PROPOSED ATIONOR SMPONENT USED ALONG WITH THESE PRESSIIRESALLPRODUCTS SHALL BENSTALLEDINSTRIOTACCORDPNCEWRH FL PE 0046549 ASCE 7-10.Section 30. Wind Loads-Components and3IANTING CONTRACTOR AND THELOCAL BUILDING OFFICIAL. .TH HOST STRUCTURESASSUM DFFEREDTHATTHEPR TO BEADEOUATE OWRHSTAND THE O SMPOSED RSD BVTHIS DESIGN ASWRKREPLACESEX6TNC FR MGEGRESS SSLIESARETO G,ORR OPENN ED SDESGND AND CERTIFIED EVAN ENGINEER OF RECORD ORI. CladdingTHECONTRACTORIBULDNGOFFGIALSHALLVERIFYTHATTHESUBSTRATEEXPOSED DURING WORKGOUND FOR NSTALLATION OFTHSSYSTEM.F DEFIOENCESAREFOUND N THEEJ(STNG HOST STRUCTURE THISENGNEER OR THEOR SHALL SENOTFED BEFRECONTNUNG CONSTRUCTION AND RESERVESTHE RGHTTO RE-NSPECTAND RE-VALUATEDESIGN.NOWARRANTY,ETTHER E%PRESSED OR NIPLED,SCONTANOHER EIN. 5th Edition(2014)Florida Building Code 4.DMIENSIONSARESHOWN TO LLUSTRATEDESGN ORCESAND OTHER DESIGN CRRERIATHEYMAYVARYSLGHTLYTO THEE% TTHATTHEOPFNNGAREAGNOTSMALLER THAN 5 oOFTHE ENGINEERED ESGEERED N. JUL ��� CONTRACTOR ETO VERFYALL FIELD DMENSONSPRIOR TOINSTALLATION. 5.ENGINEER SEAL AFFIXED HERETO VALDATESSTRUCTURAL DESIGN ASSHOWN ONLY.USEOFTHGSPOFGATION BYCONTRACTOR,et.LINDEMNFIESSSAVESHARMLESSTHS ENGINEER FOR ALLCOSTB DAMAGESNCLUDNG ©2015E-Tempest.com LOPLFEESBAPPELLATEFEESREEULTNGFROM MATERNLFABRIOATION,SYSTEMEAOTION,BCON RUCTIONPRACTIOESBEONDHATWHGHSCALLEOFORBYLOCA.SATEBFEDERACOOE58FROMDEVIATIONSOFTHS U ID:paradiseext-PSANDRA&STEVENBARAN 8.ENGNEERINGIXPR6SHASNOTVSREDTHEJOSSMINFORMATIONCONTAINED HERSHSBASEDONCONTRACTOR SUPPLIEDDATAANDMEASUREMENTSQJGNEEAINGE RESSSHALLNOT BEHELD RESPONSSLERLABLEN OFA ANYWAVFOR ERRONOUSOR INACCURATE DATAR MEA UREMENTS.WORKSHALL BE FIELD VERFED PRIOR TO CONSTRUCTION.ENGNEERNG EXPRESSSHALL SENOTFEO AND GIVEN AN OPPORTUNRYTO REEVALUATEOUR WORKUPONDSCOVERYOFANYINACCURATENORMATIONPRIOR TOMODIFICATION OFEMSTNGFELDCONDSGNSANDFA ICATGNANDNSTALLATIONOFMATERW.S WITHRAIS INEER SEAL 07/08/2015 Page 1 of 1 T.E%CEPTASE RESSLYPROVIDEDHEREN,NOADDBIONALCERTFGATIONSORAFFRMATGNSARENTENDED. •ALTERATIONSADDTTIONSOR OTHER MARMGSTOTHS DOCUMENT AR EN OT POMIITEDANDINVALDATEOURCERTFIOATION• VALID FOR .JO Y Y O :CD N A TI C) W W Ic n = Zlns SANDRA & STEVEN BARAN PARADISE EXTERIORS 5311 Echo Pines Cir W "Building Our Quality Reputation m FORT PIERCE, FL 34951 One CustomerAt A Time" En SCC131,150472 �PARA EXTE. RWRS, ``Buildi,' Our duality Reputatiton. Cine Customer At A Time" SCC131150472 Property Information Building Information Owner: SANDRA&STEVEN BARAN Wind Zone: 170 MPH. Address: 5311 Echo Pines Cir W Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 33 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive LMax Negative Number IL Zone Width (in) Height (in) Elevation (ft) Pressure (psf) Pressure (psf) 1 Int 141 79 7 32.8 -36.0 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.Florida Building Code 2010 ed. Page 1 of 1 �Olial NpailCl entof BCIS Home Log In User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links �p Search BusinesProduct Approvalpr"', *USER: Public Regulation Product ADoroval Menu>Product or Application Search>Application List>Application Detail FL# FL11103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@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 Exterior Doors Subcategory Sliding Exterior Door Assemblies 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 Lucas A.Turner the 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 Validation Checklist-Hardcopy Received Certificate of Independence FL11103 R2 COI EvalReo CWS-298B(SGD-8900. IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 fFASTME1300-04. ry of Products s Model,Number or Name I Description SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. i of Use Installation Instructions ed for use in HVHZ:Yes FL11103 R2 II CWS-298B(SGD-8900, IMP).Ddf ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 t Resistant:Yes Created by Independent Third Party: Yes Pressure: +60/-60 Evaluation Reports : Large Missile, DP= +/-60 psf, Max. panel size 4'x FL11103 R2 AE DuPont SGP NOA 11-0624 02.)d ig. include OXXO,OXO, OX,XO. Glass complies to FL11103 R2 AE Evalikep CWS-298B(SGD-8900,IMP).odf 1300-04. FL11103 R2 AE Ouanex (Mikron) NOA 12-1017 02.Ddf I Created by Independent Third Party: Yes sack Nex= Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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: DEW 111® eCF9 M securiiv�u:rares• URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298B April 18,2015 roduct Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E., at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3506-1 and-lA, from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental Calcs.to support CWS-298B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-298B. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2"panel sizes(96"max. door height),with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (SGP)Interlayer per Miami-Dade NOA 411-0624.021 • Requires Quanex(Mikron)white rigid PVC extrusions per NOA#12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5t`Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. l���►er� ���io •-.,f-� No, ;5,6201 .. •'�? �� 4/18/2015 •t Lucas A. Turner,P.E. .p`• STAtE OF FL PE#58201 /�S� ••* 0P b' tib �7q��v SLIDING GLASS DOOR-IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WDO SY6T815�� WINDOW COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA FLORIDA 34474 191 1B' W W W.CWS.CC 4871W MAX UNIT WIDTH 2 GLA73NGDETAIL(MAX SEE SHEET 2) PANELWDTH A 3.APPROVEDCONFIGURATIONS:'OXXO','OXO','XO','OX' 8900 PVC --41314'- 4.DESIGN PRESSURES: SLIDING GLASS GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT 6--l-11r, DLG I TABLES ASTM E-1300-09. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE,ANDGLASS TABLES ASTM E-1300-04. �lh O X86 aw X O S.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET FOR INSTALLATION DETAIL PANEL DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Y HEIGHT a CALCULATIONS. w m a b I 6 B.PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT to C REQUIRED. m m O 6 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY N WELDED. A A e � 90� 6 B.SERIES/MODEL DESIGNATION:SGD-6900. n o a w K 88` 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: A145131116* 45133111486* MAX UNIT WIDTH X=OPERABLE SASH,O=FDIED SASH. Moa ?wQ 467/8' MAX tO.SEC ON CALLOUTS APPLY TO ALL CONFIGURATIONS. ANEL WIDTH MAX PANEL WIDTH m Q 2 1 ERNAL WEEP SLOT=114.1"LOCATED 4"FROM BOTH ENDS. 4131 41314` e6' GLASS �. GLASS `,`JGp __DLO MAX _ _ __ .No 58201-'•P� MAX UNR UNIT HEIGHT L * %*- HEIGHT 4' ;4 931? D 86318'Q �( Q D 9310mAx PMANEL DLG O S PANEL E X E 4Q HEIGHT PANEL Are` !�' ...... b GLASS G� DLO zz Ckc 4r3n015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380.1574 —TOEscra1— GENERALNOTES AND TABLE OF CONTENTS MAX.PANEL DESIGN PRESSURE ELEVATIONS LEVA IONS CONFIG. MAX.UNIT SIZE IMPACT RATING GENERAL NOTES&ELEVATIONS__.............1 ADE 06/03/08 SECTION VIEWS OXXO&GLAZING DETAIL-2 . SECTION VIEWS OXO&XO EXTRUSIONS&B.O.NL..._.._--_._4 - - - - CWS-298 B INSTALLATION DETAILS s OXXO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT SHEET 1:33.33 1 OF 6 wlNoow srsTErLs 18 7 1 8 16 1800 SW 44TH AVE. OCALA,FLORIDA 34474 W WW.CW S.CC ❑ ❑ 8900 PVC ❑ ❑ SLIDING GLASS 6 DOOR-IMPACT Ao Wm 1 , 31 6 4 19 2 9 , U) Om SECTION B-B O to RRz�L1 1 1'OVERALL w i 0 3116 TEMPERED W W a K 10 Vr 36"AIRSPACE o a w a O JlJ_ 'l ¶ � 4 7/16'LAMINATED GLASS Q 3116-ANNEALED GLASS m a Z ILS 1I 3 f'@ 3�'ANNEALED GL AGSIOPLASTINTERLAYER 1 ENS F PAIR OF ANCHORS AT EACH CUP.� SEE SHT 6 FOR SPACING Z, N.:58201 9.,XSTATE OF 9T 13 PURFECT GLAZE �lCs'S O R SIKAFLEX562 '�!•,B�ONp� 13116'GLASS BITE Xz 4/3/2015 0 r; Fill _ 13 SECTION C-C LUCAS A.TURNER,P.E. _j 4 FIXED PANEL ATTACHMENT 123FL 9 J EA 0 58201RA E. NORTH PORT,FL 34288 4 PH.941.380.1574 14 NOTE: 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE 6HEETDESCRIPRON: / A 74 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO �' JI AND GLAZING DETAIL 1 ��''1 1 zi a DI� OMWNB: OATE II(I(S ADE 06103!08 3 1 MG t: 1:1.33 CWS-298 B 6 SHEET 1:2.63 20F6 WINDOW SYSTEMS 19DO SW 44TH AVE OCALA FLORIDA 34474 W W W.CWS.CC 16 1 73 7 A 8900 PVC ® b o SLIDING GLASS ❑❑ DOOR-IMPACT 1 09 n a O K SECTION D-D a w w d a U a�� m1<12, `�ll-'ORELY 5 18 6 13 4 7 1 _�tiGv�'��(GENSF LR2m No-56201 ;P9 � 9 STATE OF •�: o� 4/312015 LUCASFL PE#58201 P.E. 1239 JABARA AVE. t 1 D 33 6 4 19 2 NORTH PORT,FL 34288 PH.941380-1574 SECTION E-E sNeEr D6scwFnoN: SECTION VIEWS-OXO AND XO/OX IX WN BY: BATE NOTES; ADE 06/03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,2632 MGM B6v_ 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B s.u' SHEET 1:2.63 3 OF 6 PARTS us7 slsns• FRAME CONSTRUCTION ITEM PARTNO.DESCRIPTION VENDOR MATERIAL 1 H8042 FRAME,MAIN,SGD MKRON 2 58040 THRESHOLD/FILLER SGD MtKRON PVC 1 WINDOW SYSTEMS 3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM Dh q 4 1900 SW 44TH AVE. 4 M059 PANEL TOWBOTTOM RAIL SGD MACRONPVC 17/8' P ll 0 t/e. 211/16 OCALA,FLORIDA 34474 1I8' W W W.CWS.CC 5 H8059 PANEL SIDE RAIL SGD MICRON PVC �JTOd=OE1r`•� 6 H8033 PANEL INTERLOCK FIXED MORON PVC LLJJ LLJJ 7 H-6060 PANEL INTERLOCK OPERABLE MORON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 M061 INTERLOCK,SNAP-ON MKRON PVC 9 H8043 ASTRAGAL SGD, MKRON PVC SLIDING GLASS 10 1 P3142 IROLUER,TANDEM SULLIVAN I STEEL 171W --{ FRAME CORNERS 11 P3342 SEAM SEALER,SM-550417� 504 SCHNEE I I t 7/g� SCREWED TOGETHER DOOR-IMPACT 12 P3039 SET.BLOCK,85 OUR.11W X7/8•X7 FRANK LOWE RUBBERO O 4 O 1'10 13 P3438 SIKAFLEX552 OR PURFECT GLAZE"H• SIKA/HENKEL 6 VENT CONSTRUCTION 14 P3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 15 P3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZNC 16 P3557 910 x 2,HE%HEAD,TEK FASTENAL ZINC 39/16' 39/16• 39/18' .1 17 P3752 CAP PLUG,1R"HOLE MIM NYLON 18 P3767 910X1"HEXWASHER HEAD,TEK FASTENAL ZINC 19 P3789 LOCK 8 HANDLE KR,PVC,SGD AMESBURY STEEL 118' f1to 20 P3792 3/4"KEEPER it AMESBURY SS /� e' m m O 21 P3793 MORTISE LOCK HSBD S8 LL o1 22 P-4136 #10 x 2,PAN HEAD PHIL SMS FASTENAL STEEL R Z W 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED ¢O 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1'10 W w a 25 PA295 FU4=D PANEL CLP KEYMARK ALUM t. 28 S-1597 COVER,FD<ED PANEL CUP KEYMARK ALUM I� 11/161 27 S-1930 PANEL TRACK ALUMINUM,SGD,SILL KEYMARK ALUM 12 I 2- [^21/16• a p 28 S-1726 REINFORCEMENT,ASTRAGAL SGD KEYMARK ALUM I t ye•—.{ 29 8-1737 HIGHRISE SRL ALUMINUM M(KRO K ALUM d B r O1 a Z 30 55037 GLAZING BEAD 1.00',SGD MACRON PVC I _ �4�puunpr 31 58041 TRACK,SCREEN,SGD MKRON PVC 213/16' pA� IO.REW rrir 32 58046 SUPPORT WELD,SGD MKRON PVC 33/16• 1/16• 31116• 2518• 1 75116' Py P{GENS rG'P 33 GLASS(SEE SHEET 2) i/8' 7H6• JV b 'F 27�'. 34 H-6044 SCREEN CHANNEL MOCRON PVC 118• I -+ No 58201 P� 16 L 35 58045 SCREEEN ADAPTOR MIKRON PVC * �. • S 36 P4278 WSTP.,0.2"X 1.25"DUST PLUG ULTRAFAB 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM y9;-..STATE ll - 38 P-4366 WSTP..7"X7.7"X0.7'DUSTPLUG ULTRAFAS PVC INTERLOCK SNAP-6061 FIXED PNL CUP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 $�T�'".'��oR.�a p: 39 P3302WSW-0.330'X0.167•BACK FIN ULTRAFAB 211116'—`j 2, X337 •��G�� 40 P-0479 WEEP HOLE COVER SULLIVAN PVC I 21/8' 3/4• rr� �4NA�tpd�` 3 18 y 3318' I- 518' 12• 1 3�8' 73116' ——— f— 000ve I'� L vtB• 1 y_4• 4/3!2015 9 8 314• 1/1s• ROLLER TRACK-1930 L LUCASAFL P TURNER,'P.E. PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764 1239 JABARA AVE. PVC WELD SUPPORT-6046 NORTH PORT,FL 34268 71WPH.941-380-1574 T:l 21/18 2 3/16' SHEET DESCILP710N: 51/16'f�0 Q� 43f� t/e' 7/16' � 518• z 1 1/e 3 BOM AND EXTRUSIONS 11/2' 3D 8/18' L1/16 1118 11/8 1/16' 1 DRAWN BY: DATE: t/a' 1/76• ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 DING 9: REV_ PVC SCREEN TRACK-6041 LL�oo CWS-298 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 _ PVC ASTRAGAL-6043 REINF.-1728 6 SHEET 12 40F6 L 6•(TYP) C Ott' SME(Y' 6'MAX 3L MAX O.C. I q•(Typ) 1 WINDOWW SYSTEMS (TYP) � �(TYP) 1900 SW 44TH AVE OCALA FLORIDA 34474 W W W.CWS.CC c�rrn�'i L 8900 PVC 1e•MAx o.c. c1YP) SLIDING GLASS L DOOR-IMPACT N N iz olw W m m mm o o m m 0 �o m<0 .r.5;•CEN _lG�i��. w:-: No58201 ANCHOR LAYOUT f 1 * 1 NO � 9 STATB OF -•10 1.INSTALLTWO ANC HO RS AT EACH LOCATION.SILL ANCHOR SP ACI NG SAM EAS HEAD. MS 2 BEICONSTRUCTED OFM AAS RECID AT CHIGH DENSITY PLASTIC OR B TION ANCHOR USING ETTER.WOOBEARING SHIMS SHIMS. ARE NOTALLOWEDAB�SHIM STACK TO BE 1l4'.USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT.LOAD BEARI�.HIM. ALL ����S1�NyA Epp 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRA I G,S E T 1 SHE f—L 4/312015 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 LUCAS A.T PROTECTED TO PREVENT REACTION. ,P.E. #58201 FL PE TURNER, 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 1239 JABARAAVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 PH.9 41 3 8 0.1 574 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 sNEr=7 oesctavnort TO SOLD CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:T FOR MASONRY,l'FOR WOOD AND METAL DMWN BY: wre 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWDo: V_ 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-298 B FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FL4NGE WINDOWS),FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS). s SHEET 1:20 50F6 T WICAL HEAD ANCHORAGE (/(j�]]���)�/L//� 2711('MIN. MINEWEDISI. 1/1MAX SHIM SEE TABLE 1 WINDOW�� INTERIOR MIN.EMBEDMEM 1900 SW 44TH AVE. SEE TABLE 1 OCALA.FLORIDA 34474 W W W.CWS.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 ® 8900 PVC PERIMETERBY ANT IN INSTALLER o�Cl O —L1/4.MAXSHIM SLIDING GLASS ❑INSIDE AND OUT 27118'MIN. DOOR-IMPACT N N INSTALLATION ANCHOR INTERIOR SEE TABLE I Y MIN.EDGE DIST. W m SEALANT BETWEEN SEE TABLE 1 SILL RISER AND FRAME to 2 BY INSTALLER LL u O V PERIMETER SEALANT ITY INSTALLER v o N PERIMETER SEALANT II��yy�� INSIDE AND OUT n$i ZEj BY INSTALLER —L-I BY BY OTHERS rc¢O INSIDEANDOUT BEE TABLEDO NOT o o a WEEP HOLES R (JB1 HORIZONTALSECTION F K'U MIN.EMBmMEM `6J TYPICAL JAMB ANCHORAGE o o w SEETABLEI a SUBSTRATE BY OTHERS SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE D]Q Z TWO ANCHORS PER 1111141 SEALANT UNDER SCREW 27/16' MIN.EDGE DIST. FD(E-D-DCUP LLEDHOTHROUGH HEAD BY INSTALLER MIN. SEE TABLE 1 G 5:GEN LES �A1 VERTICAL SECDON 1W MAIL SHIM `,wC'P:V� SF•;Rymi 6 TYPICAL SIULANCHORAGE FIXED PANEL N. 58201 MIN.EMBEDMENT SEE TABLE '9 STATE OF TABLE 1:APPROVED INSTALLATION FASTENERS PANEL O�"'4 SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEOMEM MIN.EDGE DIST. 12 ® EDGE NA TABLE. ySS/p CONCRETE(2.0 KSI MM.) 3/16'ITW TAPCON 1• 3• SEE TABLE I CONCRETE(285 KSI MIN.) 3/16'ELCO ULTRACON 1_/4' 1' X� HOLLOW OR GROUT-FILL8'ED CMU(117 PCF MIN.) 3/16'TIW TAPCON 1' 3' 177i177/8' 402015 77/ ❑ 4!32015 HOLLOW OR GROUT-FLLED CMU(ASTM C-00) 3/16'ELCO ULTRACON 1-1/4' 2-12' MAIL O.C. LUCAS A.TURNER,P.E. 2X MK SOUTHERN PINE(G=0.55) 3116'TW TAPCON 118' I' FL PE 11158201 2XMW.SOUTHERN PINE(G=0.55) 610 WOOD SCREW 1239 JABARA AVE. 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HLTI KWIK-FLEXOR TIW FULLTHREAD CUP PANEL CUP NORTH PORT,-1 34281) 7/18' CUP ANCHORS MUST PH.94180-1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BELOCATEDAMINIMUM SHEET DESCW W. 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD ISTANCE OF T AWAY 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116' FROM ANY MAIN FRAME GENERAL NOTES AND . FIXED PANEL CLQ ANCHORS INTO: CHOPELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3/16'HW TAPCON 1" 3" INSTALLATION Dmm BY: GATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MPI.) CHOR(TYP) ©HORIZONTAL SECTION ADE 06/03/08 FDED PANEL CLE ANCHORS INTO: ED FlXPANEL CUP DETAIL 8 FlXm PANEL ANCHORAGE D.G.: CONCRETE(285 KSI MIN.)OR 3/16'ELCO ULTRACON 1-1/4" 2-]/2" CWS-298 B HOLLOW OR GROUT-FILLED CMU(ASTM C90) ( SHEET NOTE:FIXED PANEL CUP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6