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HomeMy WebLinkAboutProduct Approval-FL13010-R7 Picture Windows I 0 . F . r luas#tnA.„ °-bEPAPThIINroa 'liiao 4Business & Professional Regulation ai 't llI �', DB@R ._: .. ._. .... -. ., ., . _ y,6& out DBPR DSgjtOtY13I'd179 .C6i7YAGfD9hR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Llnks I Search I Florida ® r „ LeProduct Approval _ USER:Public User n-n�re, tum avi}�ma�rtam Product Approval Menu>Product or Application Search>Application List>Application Detail 1DFFICEO7HE ' FL# FL13010-R7 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived El P 1 C -4res . Product Manufacturer Custom Window Systems In Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 29, jlathrop@cws.cc0 \r\ Authorized Signature Jay Lathrop LUjlathrop@cws.cc 0r Technical Representative Jay Lathrop Ensi® Address/Phone/Email 1900 SW 44th Ave Affizzi Ocala, FL 34474 (352)368-6922 Ext 2'1 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 Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE �l Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 ' PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By I Product Approval Method Method 1 Option A Date Submitted 08/27/2018 Date Validated ! 08/27/2018 Date Pending FBC Approval Date Approved 09/06/2018 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 9L13010 R7 C CAC CAR 138-1357.p f Approved for use outside HVHZ:Yes FL13010_R7 C CAC CAR 138-1362.pdf Impact Resistant:Yes FL13010 R7 C CAC CAR 138-562.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other:PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 detail for DPs. Large Missile Impact.In HVHZ may only be used Installation Instructions up to 30ft above grade.Glass complies to ASTM E1300-04. FL13010 R7 II CWS-433D.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE EvalReoort433D.pdf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-261e2.pdf Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-705e2.pdf Impact Resistant:Yes FL13010 R7 C CAC CAR 138-706e2.pdf Design Pressure:+67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8"x 08/12/2019 72".Outer lite must be safety glass above 30 ft. in HVHZ. Glass Installation Instructions complies to ASTM E1300-04. FL13010 R7 II CWS-510C.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE EvaiReport510C.pdf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC FIg/Fin Fixed Window, 120"x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-258e2.pdf Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-481e2.pdf Impact Resistant:Yes FL13010 R7 C CAC CAR 138-482e2.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other:PW-8300, 120"x 48",DP=+/-70 psf. Large Missile 04/09/2019 Impact.Glass complies to ASTM E1300-04. Installation Instructions FL13010 R7 II CWS-373C.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE EvalReport373C.pdf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72" unit size-DP55,or 72"x 76"unit size-DP67.5(DP65 outside HVHZ) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-1093.pdf Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-1320 e2.pdf Impact Resistant:Yes FL13010 R7 C CAC CAR 138-250.pdf Design Pressure: N/A FL13010 R7 C CAC CAR 138-274e2.pdf Other:Sizes up to 48"x 72"unit size at design pressures of FL13010 R7 C CAC CAR 138-457.pdf +/-55 psf,or in sizes up to 72"x 76"unit size at design FL13010 R7 C CAC CAR 138-465.pdf pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the FL13010 R7 C CAC CAR 138-534.pdf HVHZ,with max.glass daylight sizes as shown in CWS-159E FL13010 R7 C CAC CAR 138-730e2.pdf Glass complies to ASTM E1300-04. FL13010 R7 C CAC CAR 138-739e2.pdf Quality Assurance Contract Expiration Date 03/16/2020 Installation Instructions FL13010 R7 II CWS-159E.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: ag1® ,e 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS - TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 491/4° 73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC 4 7T 3.NOT LIMITED CONFIGUSTO,THOSE SHOWN ON SHEET 2.L SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNITT WIDTH MAX.UNIT WIDTH 451/8" 69 1/8° - IMPACT GLASS DLO GLASS DLO 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A I GLASS TABLES ASTM E-1300-04e01/09. -' Z C -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER F w O rn w•O O I INFILTRATION TEST PRESSURE AND GLASS TABLES Z w.I 0 Q I Z w I ASTM E-1300-04e01/09. W Z0Z}O- m I- C -- -- --ill 771/4" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z 2 2w 2 Q~w 0_ MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0 F-0 Lj =O re 731/4° OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 U- Z Z F-0 D- oVERALL HFEIGHT NGE ANCHOR CALCULATIONS. ¢ z 0 V Uj Z j 0- B I--LL2OOLLZ HEIGHT FLANGE � B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT cc n.TO Fw-I-r Z' 76" REQUIRED. ¢ }j 0 2 MAX _ w CD W m lw- 72" 0 UNIT O 7.ALL FRAMES ARE FULLY WELDED. a Z=n. O m MAX HEIGHT 0 w I-0° W I,.> UNIT 8.SERIES/MODEL DESIGNATION PW-8300. _ HEIGHT D_ I- D. CC d � 731/8° 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ,,t,uur GLASS GLASS O=FIXED SASH. ,,,�y�PNORE{q���G���, DLO DLO Q 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `Se•••��O ENgF.,Q1,-� eLOCATION. -4- No 58201 °°•-A r. I IL 0 F 495, STATE OF .•w: 9/22/2017 LucasTurner LUCAS A.TURNER,P.E. FL PE#58201 2017-09-22 1239 JABARA AVE. NORTH PORT,FL 34288 11:45-04:00 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES 8 ELEVATIONS 1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTUGLAZING DETAILS HAPES 3 ANY 48"x 72" +/_55 PSF ADE 05/05/07 SECTION VIEWS 4 DWG#: REV.: EXTRUSIONSBB.O.M 5 NON-HVHZ 72"x 76'• +/-65 PSF LARGE MISSILE IMPACT CWS-159 E ANCHOR SCHEDULE L NOTES 6-7 HVHZ +/-67.5 PSF SCALE: SHEET INSTALLATION DETAILS 8 1:20 1 OF 8 WINDOW SYSTEMS �iii 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.Cc 8300 PVC - PICTURE WINDOW IMPACT *D. FULL ELLIPSE("OVAL") - - - tl_ lik - -- - Q—Z-�--¢Z?r --- FULL CIRCLE z w o ¢w(2 w TOMBSTONE w z O z re_z t o I-w''z 1- 2 2 z 01-0 00 O UI-o,jaxl-re ��\.‘ o z0�zzi_mva) 1-• -oWO°x0? Z )1 re Q OOr00m iu LLrdiui (418.-1 w o.w-I S121,7) • =ga w a� a 1- a a'a ,,pwuhp, 1/2 CIRCLE r—All —k ` % %,;•• PNORE4y r&gyp. ,��Gp;.��G E N SF Gp���I OCTAGON / \ �;� No 58201 '�Z)St .*• ,k :*.' :v: 5 as • TRAPEZOID 'p'. STATE OF .•ILS iuz 4,,,6s/(5NA aid` % l''' ---- NOTES: 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE. NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 SHEET DESCRIPTION: MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG B: REV.: CWS-159 E SCALE: SHEET 1:1 2 OF 8 afaCTNrt WINDOW SYSTEMS 1 --A 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT F= ❑WO ¢woo z z0Oz D'_?F_w-' U• FLU Z I- = z z=2¢D_wp0 1"OVERALL - - 1"OVERALL O OF-0 O d= r it O z 0 O -z F-O O 3/16°ANNEALED or TEMPERED 3/16"HEAT STRENGTH or TEMPERED z O(DU uj- U- - 1/2"AIR SPACE _ Q ~ZwI00u"Z 3/8"AIRSPACE >,.. Q,��y O W F F O- 5/16"LAMINATED - - 7/16"LAMI GLASS IL 2LTI O C.-1 }O w O itg --1/8"ANNEALED — - 3/16"HEAT STRENGTH pr z 2)LJJ O-10i- -- O W~- K W=Lu 03 —.090 DUPONT PVB INTERLAYER -� .090 SENTRY GLASS TONOPLAST INTERLAYER =. _ Lu -1/8"ANNEALED —3/16"HEAT STRENGTH ,"1,,r,,,W QUANEX DURASEAL ' PURFECT GLAZE"H" � .���,,Pp10R✓LV T���i IG SPACER 8 QUANEXDURASEAL 3 0 PURFECTGLAZE"H' ��4p�?,-"�C,E•,8,0....'• ",Q�i• SIKAFLEX 552 •. SIKAFLEX 552 IG SPACER JG V ,'��.� } II-•.• No 58201 :15- X /❑ 1/2"GLASS BITE 4 '' ..: : 10 10 ❑ 1/2"GLASS BITE * - • —0—A Q Qk"------lri `T— .O 9�; STATE OF :SIV ....,z O "!�1- (c-LTHIr �i�ss+ONA11,,, r.,_,,,„, GLASS TYPE A GLASS TYPE B 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 GLASS MAX SIZE DRAWN BY: DATE: f'SETTING BLOCKS PER FBC 2411.3.3.11 TYPE W X H ADE 05/05/07 DP+/-55 A 48 X 72 DWG#: REV.: - CWS-159 E DP +1-67.5 B 72 X 76 SCALE: SHEET 1:1 3OF8 0 O WINDOW SYSTEMS ,1r 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC O O INTERIOR0 II If0 . !� ' 0 8300 PVC PICTURE WI DOW 0 'ten — •, �� O IMPACT try t F. 11.-.-1 �,•- � � 1111 ! , h• ❑w0 WOO,, ��, �g a O ZOZ �k7t vIE z Zim<reu so al O Oho ¢=hce CJ 0 0 UO Z-jzZF?U SECTION VIEW B-B a oZ�nzi5LLU m' m m m Q �Wgioz • a Kg�m� 0tn O U)W Q JLAw ▪ LLmw OJ0h O who w o_= r ac a. � � IX F a INTERIOR 0%%%PNp12,_„4,44,. wr ��OP50%.6EniSFG,$'2,p. ? No 58201 %15S. *. * :*: STATE OFO0al � ;Lrla ZM` ° (�(� ® 9/22/2017 LUCAS A.TURNER,P.E. �� ___ FL PE#58201 1239 JABARA AVE.' NORTH PORT,FL 34288 0 0 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION argo ITEM PART# DESCRIPTION VENDOR MATERIAL I • TIN �/ WINDOW SYSTEMS �1 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC II II I` 1900 SW 44TH AVE. OCALA,2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC • WWW. WS.CCFLORIDA3447a www.cws.cc 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC •� 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:6 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE a z 3 a z o 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w Oz o°o ¢k z o � z� w z 10 S-6064 GLZ BE., FXD. (1"O.A. I.G.) MIKRON PVC o F-w 3 Z O 11 GLASS SEE SHEET 3 06 -O <W p O Z z (0-ZjU,, 3 1/8• - 3 1/8° } I--u.20 Z =o z FD: gOFrrz ' O ' 0 �"��0 W CO-AW 0000 © a ~a ��a� 21/16" M-L r1:=-] 1/16' (71= ril 1/16^ �����NDREt1i���4��.�PS.��cEtiSFG�pti.�. 2 7/8" :�:• No 5 •8201 '0�,: C h; * *� 11/2• X' STATE OF :��/1 PVC FRAME FLANGE-H-60066 1 , iss4...............t� . , 4q 10NA iN • PVC FRAME FIN-H-6006A .%- 1/4 9/22/2017 1/16• 1/2• 3^ LUCASL A.TURNER,P.E. 718^ L 1239 A ARA AVE. 3/16° 1______________I © NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1 5OF8 1 (Clam' ,f 14"MAX.O.C.(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS —AI 6"MAX.(TYP.) SEE NOTE 2 4"MAX OW.)— —SEE NOTE 2 1900 SW 44TH AVE. 6"MAX.(TYP.) _ OCALA,FLORIDA 34474 k X WWW.CWS.CC I • , 8300 PVC MAX O.C. PICTURE WINDOW INSTALLATION (TYP.) ' '-INSTALLATION IMPACT 14" ANCHOR(TYP.) • - ANCHOR(TYP.) -- -- -- - MAX O.C. - ' ' ,(TYP) QJ _ Z aZ - ❑WO uW0 O w z � r' 'O I O zo � ? CL-=-I- 0 -- • h0) ZI- x z Z2 < 0)p0 0 Oho 0 00)1-ZdI-I-cod ❑ Z- -Z h a o 2 003 n0- • FZu 2Oou Z ( , , 002'(A❑W(AW • U)W J c0 I- F u,, KW un--0 a. WJL co D- x a ANCHOR LAYOUT-(FLANGE) „,,N„"'"ire,,, DP+/_55PSF ANCHOR LAYOUT 50PSF (FIN) �VpS.P GErySFG.p•ti,� • t No 58201 "�1)T. :▪*: * *•• 91.� STATE OF 1u NOTES: e,,S,,,i,NA,E„`,, 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES, 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 �Z 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 8. 9/22/2017 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. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 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 8. 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. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: ADE 05/05/07 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 4: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 CllegarrugU WINDOW SYSTEMS 4'MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6'MAX.(TYP.) 7 5/8"MAX.O.C.(TYP.) SEE NOTE 2 4"MAX.(TYP.)- 3 SEE NOTE 2 OCALA,FLORIDA 34474 8"MAX.(TYP.) WWW.CWS.CC 8300 PVC 6. PICTURE WINDOW 7 518" MAX O.C. IMPACT MAX O.C. (TYP.) , -- ------(TYP.) -- - I i Q Z �- <Z0 --, H ❑w0 S9Fwod W LU XFZH INSTALLATION INSTALLATION O Q 0-,-0 D_ m O ANCHOR(TYP.) 0 ANCHOR(TYP.) Z Z 2 Q W 00 00I , 0 OI-O0 VQ=F� 0 z-Z1--00) Z OZV(6ZOU_ i , � < .OFO=OZ ' ' wOW ILopCOOw(AW roww 0�m_I- M =2 a I' D_ Cha - ,,, ORE ��, ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) • .J;• 01. DP+/_65PSF DP+/-65PSF rte• No 58201 %t •• G*' ,* :*= � uuu- •STATE OF : o.,c NOTES: 4��+ONA H,���, 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.RENO MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y_o� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. r 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 9/22/2017 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 8. 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. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: ADE 05/05/07 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#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 7 OF 8 • MIN.EMBEDMENT // nnRyes • TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE E WINDOW SYSTEMS BY OTHERS ,�� 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. — SUBSTRATE I MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCA A,SL 44TH AVE. SEE TABLE 1 ' SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS MIN.EDGE DIST. 114"MAX SHIM W WW,CWS.CC SEE TABLE 1 ' (�,� ' SEE TABLE 1 MIN.EMBEDMENT I�fT' ' 8300 PVC BYRNSTALL SEALANT e / SEE TABLE 1 INSSEE T ABLEION ANCHOR ice' '' INSIDE AND OUT 1 j PICTURE WINDOW i ❑ MIN.EMBEDMENT SEALANT BEHIND IU u� l n r // SEETABLEI IMPACT -- FLANGE BY-INSTALLER- - 1111 -1/4°MAX.SHIM LlO 1 f"'1 �C / 1 J Z < ry� ¢ Z PERIMETER SEALANT Z W 0 ¢W O W PERIMETER SEALANT BY INSTALLER LU Z O Z 1:4 ..--Z I_ BY INSTALLER 1111 INSIDE AND OUT 0 Q to }Oap INSIDE AND OUT INSTALLATION ANCHOR Z Z 12 <CC W 00 OI SEALANT BEHIND SEE TABLE 1 0 0 I—0 Lj<_1-D: FLANGE BY INSTALLER SEALANT BEHIND 0 Z o v~i Z o.r-D n. FIN BY INSTALLER Z 00,3c6-00— . 0,3_-0 0- INSTALLATION ANCHOR OB HORIZONTAL SECTION OC HORIZONTAL SECTION < FE LL 2 0 O tL O SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE x m g 0 FW-F 10 Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION F<- O 0 }j?�O 2 L11 tl Ce l!)0W d)W co al 0JfAI— n.711. _ a F- o_ Cha SEALANT BEHIND �v-'�r�ii be 1/4"MAX.SHIM ����t�Pp10RELii tt t� FLANGE BY INSTALLER I�LJ Cys �� ,i",.§,),•�CENg$.G.4,... } •�,.•"• No 58201 •�9 PERIMETER SEALANT *: BY INSTALLER MIN.EMBEDMENT * INSIDE AND OUT SEE TABLE 1 o F'."0 STATE OF :x/17` SEE SUBSTRATE RAT jBYOTHERS / J' • 4��.... �i�(aNA-e'%\t J MIN.EDGE DIST. J/ ,�St �t�` SEE TABLE 1 , ��111/��t� SEALANT UNDER SCREW AO VERTICAL SECTIONtiVel HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE t ,,, CIrc 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCASA.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) • 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"11W TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR 11W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE 7/16" (33 KSI YIELD MIN) 7EKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG a: REV.: FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8