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HomeMy WebLinkAboutProduct Approval (2) Florida-BuildingCode Online jv td d.Z°' Qµ� ° ��� Sb13 s •'�'� Q dl�11.A'�J�,., ���ti�. _ � �� �: } &A-.a�' �� . i --.",-Yk+_.� r OEM '{ BCIS Home I Log In „ User Registration ( Hot Topics { Submit Surcharge Stats&Facts Publications � FBC Staff ; BCIS Site Map _ Links !4p•Search Florida Product Approval µ EPP..USER:Public User r $ zn Product Aooroval Menu>Application Detail '€ RECEIVED fay FL# FL4091-R8 f' Application Type Revision Code Version 2017 JUN 2 S 2018 Application Status Approved ST. Lucie County, Permitting Comments = Archived q x � =dam Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc LE Co Authorized Signature Kevin Pine , kpine@cws.cc e Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 �' us (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 Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida w ��b Professional Engineer Q 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. a Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received I � Certificate of Independence FL_4.091 R8 COI EvalReport154F.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 https://floridabuilding.org/pripr_app dtl.aspx?param=NvGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7ON4gL1d528,vI%3(1[2/8/2018 12:02:00 PNI] Florida Building Code Online PA TAS 202 1994 Equivalence of Product Standards - " _ Certified By ' Sections from the Code a k, " • f Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Y' �.d.��...—._ Summary.ofProducts_' : .° "x. "` ";_�".�._ ...� _»...�_ 77 FL# Model,Number or Name Description . r � p 4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung 2 Limits of Use Installation Instructions ra U Approved for use in HVHZ: No _FL4091 R8 II CWS-154F.i2df a Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: SH-8100, Max. size 53.125"x 76". Glass complies _FL4091 R8 AE EvalReport]54F.pdf with ASTM E1300-04. Created by Independent Third Party:Yes „ I SH 810Q• SH-8100 Vinyl Single Hung, Non=Impact. 'Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL4091 R8 II CWS-485C.pdf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant: No' Created by Independent Third Party: Yes `Design Pressure: N/A . ' Evaluation Reports Other: SH 8100 Vinyl Single Hung,,OX, Max. size 52"x'71",. FL4091 R8' AE EvalRe ort485C xsee installation dwgs.•for.DP.Glass complies with ASTM Created by Independent Third Party: Yes n E1300-04. 09 .3 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung, Continuous Head&Sill, Non- _ Impact. Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-442C.12df Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:SH-8100 Cont. Hd. &Sill, Max.size 72 7/8"x 61 3/4", FL4091 R8 AE EvalReport442C.p_dL DP+67.5/-70 psf. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes � k 4091.4 SH-8100 Continuous Head&Sill SH-8100 Vinyl Single Hung, Corit. Head&Sill, Non-Impact.4 44 � " Limits of Use Installation'Instr`uctions �z; • Approved for use in HVHZ: No X4091 R8 II CWS-492C. dmf Approved,for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 " Impact Resistant: No Created Independent Third Part Yes �u P by P y " '_,Design Pressure: N/A Evaluation Reports Other:SH 8100 Cont. Hd. &Sill, Max.size 74 1/,8"x 72","see FL4091 R8 AF EvalReport492Codf . :Chart on installation dwgs.,for DP Glass complies with ASTM • ,Created by Independent Third Party:Yes z � E1300704: : F 4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet. Rail Limits of Use Installation Instructions Approved for use in HVHZ: No FL4091 R8 II CWS-293D. dmf e Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes y Design Pressure: +60/-60 Evaluation Reports Other: SH-8100, Max. size 52"x 96", Oriel. Glass complies FL4091 R8 AE EvaiReport293D.pdf 'T with ASTM E1300-04. Created by Independent Third Party: Yes https:/%tloridabuilding.org/pr/pr_app_dtl.aspx?param=wOEVXQwtDquz931%2b4g5fal4J3x%2fpCz8Ew70ivlgLld5281v%3dl2/8/2018 12:02:00 PM] FFlgrida BuBdin g Code Online F �M Contact Us:_2601 Blair Stone Road 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 cr £ 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 �a = " m 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 a: 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 click here. Product Approval Accepts: I 9 •� Gredit Card https:r%floridabuilding.orypr/pr_app..dtl.aspx?param=wGEVXQwtDquz931%2b4g5faHJ3.x%2fpCz8Ew7ON1IgLld528\-1%3(1[2/8/2018 12:02:00 PM] URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 485C September 7, 2017 Product Description: Series 8100 PVC Single Hung Window,Non Impact, 52"x 71" unit size 53 1/4"x 72 1/4" flange size Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition(2017)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-485C, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3599-2 and NCTL-210-3599-3,fi•om National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS-202-94(Full 202 performed on 3 identical specimens of 52"x62"unit size with Design Pressure+/- 70 psf,and 3 identical specimens of 52"x7 "unit size with Design Pressure+/- 67.5 psf) 4) Supplemental Cales.to support CWS-485C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-485C. Limitations of Use: This product: • May be used in O/X config. in sizes up to 52"x 71"unit size, or 53 1/4"x 72 1/4"flange size,with max. glass daylight heights of 31 7/16"for fixed panel and 31 1/2"for sash • Achieves design pressures as indicated in comparative analysis table in CWS-485C • Is non-impact and requires the use of shutters in windborne debris regions • May be used in the High Velocity Hurricane Zone • Requires 3/16Ann—Air—3/16Ann glass minimum • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.1 Of t 1 have evaluated the framing material in this NOA and find that it complies with the requirements of the 61h Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire, nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, icor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. . t Rttrl�rrr r' No 9/07/2017 ti r R Lucas A. Turner, P.E. :-a'. , FL PE#58201 =. 'o STATE 0F :mow GENERAL NOTES: SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING WINDOW SYSTEFIS CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY 1900 SW 44TH AVE. 531/4' HURRICANE ZONE(HVHZ). OCALA,FLORIDA 34474 OVERALL FLANGE WIDTH WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 52"MAX.UNIT WIDTH 3.CONFIGURATIONS:"O/x•. 8100 PVC 47 13/16' 53114. GLASS DLO OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET 3): SINGLE HUNG A 52"MAX.UNIT WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND NON-IMPACT - -- GLASS TABLES ASTM E-1300-04e01/09. 4713116" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, I GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 721/4• -- -- 1-- ASTM E-1300-04e01/09. 2 z S z p MAX. I I 1 -- -- w z0z atzOW OVERALL I I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN w z O z ��z� FLANGE MAX.63 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR O ¢m 3}O w 31 m HEIGHT 31 7/16" ' 1 I ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS LL E'w Z~� _ B O B OVERALL z Z=�a0_w00 GLASS FLANGE1 I USED FOR WOOD ANCHOR CALCULATIONS. O O F-0 j a=F_ M71'AX HEIGHT 26 15116"i DLO O U lD U)z 0-l-U)LL HE HEIGHT 1 62" O GLASS DLO 6.NOT SYSTEM SOVED FOR SQUIRED IN WIND BORNE DEBR SP EGIONACT RESISTANCE.IMACT PROTECTIVE z Z U ui Z)0 0)UNIT ._ UN �- 230w-x0z I HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM ¢ Y r j U-Z cri B I SEALANT USED AT FIXED MEETING RAIL AND JAMB. w 0 0��=p W O w Z(71w OJu)F- 33 13/16' 8.SERIES/MODEL DESIGNATION SH-8100MAX. 7 . LLLLO w 0 O w SASH �/ 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: D_ LL w a HEIGHT /� I 30 5/16' X 27" X=OPERABLE SASH,O=FIXED SASH 1 I 31 1/2' MAX. GLASS DLO g0RER,f4 GLASS SASH 1 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .�`� PNORE.. 4 I DLO HEIGHT I I 1�Gp�.��G E dJ S�.,phi' LOCATION. If 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH �v t No 5B20Y :� - -- -- -- ENDS. 7 A 451/4" w0; STATE OF 45 1/4" GLASS DLO �,ri•,•,p P•;C.•�- GLASS DLO 48 9/16" �if,FS.G O p: 48 9116" MAX.SASH WIDTH S�ON`A� MAX.SASH WIDTH 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TABLE of CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE: GLAZING DETAIL.................................2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 06/22/09 COMPASECTIONAVIEWS&ALT.FRAME........4 52"x 62" SEE COMPARATIVE ANALYSIS NONE DWG REV.: EXTRUSIONS&B.O.M.........................5 52"x 71" CHART SHEET 3 NONE CWS 485 c ANCHOR SCHEDULE&NOTES..........6 SCALE: INSTALLATION DETAILS.....................? SHEET ANCHOR SCHEDULE VARIES DEPENDING ON UNIT SIZE,SEE SHEET 6 FOR DETAILS 1:20 1 OF 7 1 - 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC 7/8"OVERALL 718"OVERALL 7i8"OVERALL 718"OVERSINGLE HUNG ALL NON-IMPACT F-3/16'ANNEALED 3/16"TEMPERED 3116"ANNEALED 3116"TEMPERED 112"AIRSPACE 1/2"AIRSPACE 112"AIRSPACE 1/2"AIRSPACE Q Z S Z 3/16'ANNEALED 3/16"TEMPERED 3/16"ANNEALED 3/16"TEMPERED Z w�O 4 F-0 W �.......I ....... �......) .QUANEX DURASEAL 0 Q U) Y O D=s�ED QUANEX D'JRASEAI QUANEX DURASEAI_ QUAN EX DURASEAL LL f-W Z F- IG SPACER i IG SPACER IG SPACER IG SPACER Z Z 2 Q 0=W 0 O O OF-00<TI.-� q6 SIKAFLEX 552 OR 46 SIKAFLEX 552 OR 4g SIKAFLEX 552 OR q6 SIKAFLEX 552 OR 0 Z-En Z Z j PURFECT GLAZE"H" PURFECT GLAZE"H" PURFECT GLAZE"H" PURFECT GLAZE"H" Z O O Z)uj �O- Q F U, 20 LLZ 2QOFF�O- Z 43 43 43 43 g w OO CC�Oulu)w 5 V " - 5 --- 5 a Z=0-Ill x0�(o Z =~W w W W - 6 6 —�.I a t- a W a 2 O O �µwutu+r 2 QN t No 58201 GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED .p•' STATE OP •4/� FIXED LITE FIXED LITE SASH LITE SASH LITE "'i0o�1,01 �Rtli t�Y9�t6� z� 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS E#: ._..........—...--- DATE: 06/22/09 REV.: SETTING BLOCKS PER FBC 2411.3.3.1 C SHEET 1:1 2 OF 7 DESIGN PRESSURES FOR EQUAL SPLIT"OX"CONFIGURATION WITH GLASS TYPE A OR B(FIXED)AND GLASS TYPE C OR D(SASH) Unit Unit Width WINDOW SYSTEWiS Height 23.500 25.500 27.500 31.500 35.500 39.500 43.500 47.500 49.500 52.000 1900 SW 44TH AVE. OCALA,FLORIDA 34474 25.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 www.CwS.CC 27.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 29.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 8100 PVC 31.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-118.1 SINGLE HUNG 35.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-119.7 +70.0/-113.8 +70.0/-107.2 NON-IMPACT 37.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-114.8 +70.0/-109.1 +70.0/-102.7 e z a Z 1- ow0 Ca Lu 39.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-110.4 +70.0/-104.9 +70.0/-98.6 Z w-io a�Z w o Zcoz Dir m 41.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0, +70.0/-120.0 +70.0/-119.4 +70.0/-106.5 +70.0/-101.1 +70.0/-95.0 LL F w z F�: _ Z Zxaa,wp0 43.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-115.7 +70.0/-103.0 +70.0/-97.7 +70.0/-91.8 O O H O Li a r,a L) 047.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-109.3 +70.0/-97.0 +70.0/-91.8 +70.0/-86.1 a Zo z v z Z)L)N 49.500 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0/-106.5 +70.0/-94.4 +70.0/-89.3 +70.0/-83.7 <�C w o o O z 51.500 ui 0��»�o� +70.0/-120.0 +70.0/-120.0 +70.0/-120.0 +70.0 J-120.0 +70.0/-120.0 +70.0/-119.7 +70.0/-104.1 +70.0/-92.1 +70.0/-87.0 +70.0/-81.5 w O o x U)o w CD w ZLL U1w OJ(n F- 53.500 +70.0/-120.0 +70.0/-119.1 +70.0/-118.9 +70.0/-118.9 +70.0/-118.9 +70.0/-117.4 +70.0/-101.8 +70.0/-89.9 +70.0/-84.9 +70.0/-79.4 D- x n of O g rn O wr0 D-x�> 55.500 +70.0/-113.1 +70.0/-111.2 +70.0/-110.5 +70.0/-110.5 +70.0/-110.5 +70.0/-110.5 +70.0/-99.8 +70.0/-88.0 +70.0/-83.0 +70.0/-77.6 a Ix- a it d 59.500 +70.0/-100.6 +70.0/-98.1 +70.0/-96.7 +70.0/-96.1 +70.0/-96.1 +70.0/-96.1 +70.0/-96.1 +70.0/-84.6 +70.0/-79.7 +70.0/-74.3 61.500 ,� +PNOR✓=W +70.0/-95.3 +70.0/-92.7 +70.0/-91.0 +70.0/-90.0 +70.0/-90.0 +70.0/-90.0 +70.0/-90.0 +70.0/-83.1 +70.0/-78.2 +70.0/-72.9 Gp, 63.500 +70.0/-90.5 +70.0/-87.8 +70.0/-85.9 +70.0/-84.4 +70.0/-84.4 +70.0/-84.4 +70.0/-84.4 +70.0/-81.7 +70.0/-76.9 +70.0/-71.6 No 5S201 :�% 65.500 +70.0/-86.2 +70.0/-83.4 +70.0/-81.4 +70.0/-79.4 +70.0/-79.3 +70.0/-79.3 +70.0/-79.3 +70.0/-79.3 +70.0/-75.7 +70.0/-70.3 67.500 +70.0/-82.3 +70.0/-79.4 +70.0/-77.3 +70.0/-75.0 +70.0/-74.7 +70.0/-74.7 '+70.0/-74.7 +70.0/-74.7 +70.0/-74.5 + 2 o% STATE OF 140 j 71.000 +70.0/-76.2 +70.0/-73.3 +70.0/-71.1 1 +68.4/-68.4 1 +67.5/-67.5 +67.5/-67.5 1 +67.5/-67.5 1 +67.5/-67.5 1 +67.5/-67.5 +67.5/-67.5 WORST CASE SCENARIO Z7- 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS ORAWW_ff Y: UA-TE: ADE 06/22/09 DWG REV_ CWS-485 C NOTE: IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE: SHEET 1:1 3 OF 7 ................ ...................... DOVYSYSTEfWS 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 www.cws.cc 8100 PVC s s 4 38 6 a5 9 SINGLE HUNG o NON-IMPACT 14 _j 30 o z 0 owo wwo z w-io <F-ZW w zOz crt-�- 43 0 ;��0§>_0 m '26 LL I--W ZF-3::RT z zmm<�woo 44— 0 0 F_ 0<=F-U)OIL F-Of 0 0 u)F-Z D- 0 z 0U) z 0 Z' =Fs 81 T < <zowzo o F- u 43 44 li; 39 >_ _;zo -Z Of 2�Iz Owpmo 7 w L�U, (n 0 uj a)w SECTION VIEW B-B z 0_j c/) Q_ - x0 3 0 W F-Of (L 2: 5 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, Of Q� = m w w RIGHT SIDE SHOWS SASH SECTION VIEW. Q. t- w 2 33 "Ittillit", 35 0A gORE41, ff',, �.......... 4 1 INTERIOR S 0 E N S 50 ZIP% STATE OF 141 rA-A) ........ 43 1 9/22/2017 40 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 3 PH.941-380-1574 8 SHEET DESCRIPTION: 14 SECTION VIEWS SECTION A-A 'ffAwN_ffT otire ADE 06/22109 DING 9: REV.: NOTE:ITEMS NOT SHOWN FOR CLARITY: CWS-485 C 10,12-13,15-16,18,20,22-24,28-29,31,37,41,47-48 SCALE: SHEET 1:2 40F7 PARTS LIST FRAME CORNER REM PART#DESCRIPTION VENDOR MATERIAL 31/8"— CONSTRUCTION 1 H-1497 Reinforcement for STR KEYMARK ALUM 20S02ffl 2 H-1836 Alum.Fixed Meet.Rail KEYMARK ALUM 7 1 15176"---{ 1900 SW 44TH AVE. 3 H-1699 Reinforcement for SBR KEYMARK ALUM e OCALA,FLORIDA 34474 4 1.6004 Sash Side Rail MIKRON VINYL 9 6 WWW.CWS.CC 5 H-6027 Sash Top Rail MIKRON VINYL 211/16' 1116` 1 5/8" 4 6 H-6D28 Sash Bottom Rail MIKRON VINYL 1116" 8100 PVC 7 H-6031 Frame Head,Fig,Single Hung MIKRON VINYL CORNER WELD 8 H-6031 Frame Sill,Fig,Single Hung MIKRON VINYL (ALL SIDES) SINGLE HUNG 9 1-6031 Frame Jamb,Fig,Single Hung MIKRON VINYL PVC FRAME FLANGE PVC SASH BTM.RAIL NON-IMPACT 10 P-3029 Screen Pull Tab SUMMIT ALUM H-6031 H-6028 11 P-3033 Screen Spring FL.SCREEN SS a ? 2 z 12 P-3059 Sash Cam BSI PLASTIC F- 0.0 ¢W O w z w J❑ 14 P-3113 Screw Support T.PLASTICS NYLON 2X16 1 W z ILL W z z O�z 17 P-4638 #872 1/2"Ph Modified Truss Type A TEK2 FASTENAL STEEL 1 3116' z z x�Q 19 P-3218 Screen Frame ALLMETAL ALUM �® 5 O O h O v Q W O 0 21 P-3228 Screen Spline DAPA VINYL FIXED MEETING RAIL U z—U)i—ti.F 4 1 5/8" Q 1 5/8` SCREWED TOGETHER WITH O�` U Uj 0— 22 P-3295 Take Out Clip BSI SS z O -~x� 23 P-3321 Screen Corner Ke ALLMETAL PLASTIC OUTERFRAME F ?u_2 z0 O u-z 1116" 1:8 >- Q w—x0- 24 P-3342 Seam Sealer SCHNEE v1s" ¢ O r z U 25 P-3352 Set.Blk.85 Dur.118"x 5!8"x 2" FRANK LOW E RUBBER I j O U)Of vii 0 W U)w 26 P-3429 Ws .,0.270 x 0.187 back FinSeal ULTRAFAB z w O-I rn F- PVC SASH SIDE RAIL PVC SASH MTG.RAIL a- x D. 0:O g rn 27 P-3541 #8 x 112",Pan Head,Tek FASTENAL STEEL H-6004 H-6027 O w I- w x u>-j 28 P-3581 Screen Cloth BETTERVUE FIBERGLASS a� rx- a Lu�a 30 P-3752 Hole Plug M&M NYLON ��„unuu+r 32 P-3783 Impact Lock INTERLOCK 1 112' ��.0 go RE4,"A0 33 P-4051 #8 x 1 1/4"Ph Fh TEK,WhL FASTENAL STEELF 5/8' +�`�':'�G EAISF. 34 P-4069 Impact,Keeper INTERLOCK ZAMAC 2 3/16 a'4' ~ 35 P-4264 #8 x 5/8",PH Flat Head,Tek FASTENAL STEEL �� + ;�_' No 58701 �E7 'irk 36 P-4479 Weepcover M&M PLASTIC 2 1!E uts° 3S 7" 1/16 %�% STATE OF .'40 37 P-6029 Sash Stop MIKRON VINYL 1/16• 1— '0. 38 S-1498 Reinforcement for SSR,SBR KEYMARK ALUM '��c�11 d R 39 S-6013 Screen Support MIKRON VINYL REINF.SBRISSR REINF.SASH TOP RAIL i'rysS 0....... . 40 S-6014 Screen Catch MIKRON VINYL S-1498 S-1497 ���r�iiA4001; , MEETING RAIL 41 S-6029 PVC Sash Stop MIKRON VINYL H-1836 _ 42 S-6063 Fixed Rail Coker MIKRON VINYL 43 S-6064 G&ng Bead MIKRON VINYL 44 Glass See Sheet 2 X 45 P-2190 Block&Tackle Balance BSI 9/22/2017 46 SlkaFlex 552 or Purfect Glaze"H" SIKA/HENKEL 47 1910 x 1 1/2"Panhead SMS FASTENAL STEEL LUCAS A.TURNER.P.E. FL PE#58201 48 Flal Washer' slts^ FASTS EL 1 718" 1 116 V2" 1239 J E#58201 RA AVE. 50 P- s 420 x 0.187 ULTRA FA 1/2" 5ns^ 3/16. NORTH PORT,FL 34288 7/8" 15i�p 13/16" 41 o �� �3. � 74 PH.941-380-1574 1 SHEET DESCRIPTION: .J_ 1— 1116" 1/16" SCREW SUPPORT BOM AND EXTRUSIONS PVC GLAZING BEAD PVC FIXED RAIL COVER PVC SASH STOP PVC SCREEN CATCH PVC SCREEN SUPPORT P-3113 5-6064 S-6063 S-6029 S-6013 S-6014 DRAWN BY: DATE: ADE 06/22/09 DWG '.- REV, LINE ITEMS NOT USED: CWS-485 C 13,15-16,18,20,29,31,49 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 5 0177 - ---- ._..........--..........--- ---- - vrr WINDOW SYSTEMS 6"MAX.(TYP.) 14"MAX.O.C.ITYP.) 1900 SW 44TH AVE. E NOTE 2 OCALA,FLORIDA 34474 6"MAK(TYP.) WWW.CWS.CC -- -- 6"MAX.(TYP.) 14-MAX.O.C.(TYP.) 6"MAX(TYP.) 8100 PVC SINGLE HUNG INSTALLAI I ANCHORS T(TYP.) NON-IMPACT I I 121/2" I I MAX O.C. O Q Z — a—0 (TYP-) Z w W o Ca Lu Q FF-0 W Z WJE I11 ZOZ �F=�F_ O ¢O }O x�m INSTALLATION ANCHOR I F 16 u. F w 3 Z��2_ @ CENTERLINE OF MTG RAIL I I MAX.O.C. Z Z=�Q� (TYP.) ITMP') -— — ——— ---MTG RAIL CENTERLINE o O F-o b a=F_a 6"(TYP.) Z ZO(DUCZz?U- 6-(TYP. `, Y Q�wwp�OwZ x 4"(TYP.) �/ x 2 Q O F-F-F_Z I x ~ 0"I} �S~Ou 4 1;2"(TYP.)-j I I w-Q. Z fn W(n o J H 4 F I 2a O WFw W3:wu Dom. (L x�a `�,.+ goREH ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) ��p5r�C E tJ S•lrP��i' HEIGHTS OVER 62" HEIGHTS 62"AND UNDER ,�,v: Na 5501 •.� '9a: SYAT6 OP ;�4` Q♦ NOTES: 1.INSTALL ONE ANCHOR AT EACHI NSTALLATION 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"IS PRESENT. LOAD BEARING SHIMS SHALL BE y 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 7. 8/22/2017 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 LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE'#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 7. PH.941-380-1574 SHEET DESCRIPTION: 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-1X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAevN sr: - EF. ---- 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 06/22/09 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.: 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-485 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAfWDMA 260(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SCALE: SHEET 1.20 6 OF 7 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT - SEE TABLE 1 SUBSTRATE comffl MIN.EDGE DIST. -'--"r— BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4'MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS-• WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. BY INSTALLER —_ SEE TABLE 1 8100 PVC INSIDE AND OUT SINGLE HUNG INSTALLATION ANCHOR- NON-IMPACT SEALANT BEHIND C� SEE TABLE 1 FLANGE BY INSTALLER 1/4"MAX.SHIM QZ ¢zo P 0w0 D1wO p w z0Z c':~ZF PERIMETER SEALANT LL F--w Al ;;z �i z O�2_ BYINSTALLER Z Z x m¢x w 0 0 INSIDE AND OUT O O F-O Lj Q=F-0_ INSTALLATION ANCHOR O U y F-Z D-F_U)Q. SEE TABLE 1 SEALANT BEHIND p Z—U)—Z F-:D 0) FLANGE BY INSTALLER Z O O vi S O— a F-LL70Ou.Z �g1 HORIZONTAL SECTION Ir g Q O F F-Z 7 TYPICAL JAMB ANCHORAGE w 0 p 0,�W O W Ff LL!11 w O_i tp F- a =~w W3wU) 114"MAX.SHIM D. F- 4. O d SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT �Vc'.ykOENSF GR'✓ BYINSTALLER MIN.EMBEDMENT �v No 55201 ,S�A INSIDE AND OUT SEE TABLE 1 Y SUBSTRATE BY OTHERS pC' .STATE OF 1/` EE TABLE 1 MIN.EDGE DIST. �6c '(O R ti©P" /:\ SEE TABLE 1 'ter?js�01�(rA' A 1 VERTICAL SECTION 7 TYPICAL SILL ANCHORAGE z� O 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN BEDMENT MIN.EDGE DIST. FL PE#58201 CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. BYINSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" INSIDE AND OUT ^ PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1• 1" ' C , HORIZONTAL SECTION SHEET DESCRIPTION: 7 BOX FRAME INSTALLATION GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD ADE 06/22/09 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG . REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-485 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHOWN FOR FLANGE WINDOWS. SHEET 1:2 70F7