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HomeMy WebLinkAboutProduct Approval (5) OW Y Y p Or �3; o .i) O n u p � 0 e l 0 'w -- - s�'��1;=''t3t' I,-•a-r't�, - . : . - " ' f��i.(ilt+liU� 1;L•.t�dlrl!:7:C'��'.jrt.7 a[1.81ir.Y}w°JIIf.1at Ji':, BCIS Home i Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications i FBC Staff i BCIS Site Map I Links I S Florida p (ii-in fProduct Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail Go>u�� FL# FL17647 Application Type New 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 Ext255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Single Hung 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 Z Validation Checklist- Hardcopy Received Certificate of Independence FL17647 RO COI EvalRep CWS-882A(SH-8100. ORIEL. IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 TA 201/202/203 FILE-C 4 _ Equivalence of Product Standards o 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 Summary of Products FL# Model,Number or Name Description 17647.1 SH-8100 SH-8100 PVC Single Hung Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17647 RO II CWS-958A(SH-8100, IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation detail for sizes and DPs. Outer lite FL17647 RO AE DuPont PVB NOA 13-0129 27.Ddf I.G. to be safety glass when used above 30 ft. in HVHZ. FL17647 RO AE EvalRep CWS-958A (SH-8100, IMP).pdf Glass complies to ASTM E1300-04. FL17647 RO AE Ouanex(Mikron) NOA 12-1017 02.0f Created by Independent Third Party: Yes 17647.2 SH-8100 SH-8100 PVC Single Hung Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL17647 RO II CWS-882A(SH-8100, ORIEL. IMP).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Flange only, Max. size 51-7/8"x 72". Outer lite I.G. FL17647 RO AE DuPont PVB NOA 13-0129 27.Ddf to be safety glass when used above 30 ft. in HVHZ. Glass FL17647 RO AE EvalReD CWS-882A (SH-8100, ORIEL, complies to ASTM E 1300-04. IMP). df FL17647 RO AE Ouanex(Mikron) NOA 12-1017 02pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 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 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 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 her-. Product Approval Accepts: 98 eC69 U Credit Card Safe. f � c URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 958A April 18,2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact,35 3/4"x 70 3/4"max. unit size at+/-70 psf for flange configuration and+/-65 psf for fin configuration. Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h 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 51h 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-958A,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3946-02,-2A,-04,and 4A,by National Certified Testing Laboratories, Orlando,FL,with testing performed: Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440- 08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3946-2A and 4A signed and sealed by Gerard J. Ferrara, P.E.) 4) Supplemental Calculations to support CWS-958A, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-958A. Limitations of Use: This product: • May be used up to the sizes and daylight openings with glazing as indicated in CWS-958A • Achieves design pressures of+/-70 psf for flange and+/-65 psf for fin • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h 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. %attta10,¢1,�1,,1RE +a N8201 ` a 4/18/2015 Lucas A. Turner,P.E. 1 STATF_ OF ;'�� FL PE#58201 /� �1t s Al . Lucas A. Turner ✓,,rr , �, R „ems,`�,, �f'+r 910N* A 2015-04-18 22:21-04:00 GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW�®TEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 37" IN ASTM E 1996 PER THE FBC. www.cws.cc MAX.O.A.FLANGE WIDTH35 2.GLAZING OPTIONS:(SEE SHEET 2) MAX.UNIT WIDTH 8100 PVC 312daz 3.CONFIGURATIONS:"onr. SINGLE HUNG GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER I I INFILTRATION TEST PRESSURE AND GLASS TABLES 2 w ASTM E-1300-04. o r 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y 72° F I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m MAX.O.A. B O B ANCHOR CALCULATIONS. FLANGE HEIGHT 1 j i 31 3!e" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT LL' GLASS DLO REQUIRED. v _Ln 70 3/4" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ O Lu MAX UNIT USED AT FIXED MEETING RAIL AND JAMB. a ~ HEIGHT o n 8.SERIES/MODEL DESIGNATION SH-8100. < U o w g 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: o r 6 X=OPERABLE SASH,O=FIXED SASH 11 ¢10 C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Y I i D LOCATION. ,,� Pp11DRE6bf��f'i MAX.518"SASH /� I 6 11.WEEP SLOTS=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. ,`.QGPs'•�.G•E tV SF••'pA� HEIGHT I I 31 3/8" No 58201 '�-�o" GLASS DLO *; * •:yr L C I 4 , i Lucas A.Turner ��o�•. sraT> OF .r4U 2015-04-11 �4,�Fs:C ORt0.���`�.'� C A - 15:21-04:00 'fa f�+ONA. . A 6 Z� 2$151 4/11/2015 GLASS DLO 321/4" LUCAS A.TURNER,P.E. MAX.SASH WIDTH FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS FRAME DESIGN PRESSURE DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 TYPE MAX. UNIT SIZE RATING IMPACT RATING EMK 09/18/14 GLAZING DETAILS...............................2 SECTION VIEWS&ALT.FRAME DWG M: REV.: EXTRUSIONS&B.O.M.........................4 FLANGE +/-70 PSF ANCHOR SCHEDULE&NOTES..........5 35-3/4' x 70-3/4" LARGE MISSILE IMPACT CWS-958 A INSTALLATION DETAILS.....................6 FIN +/-65 PSF SCALE: SHEET 1:15 1 OF6 Vdt9VDOW SYSTEMS LL�L1 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT M ll.l O I O 0 718"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS y 1/8"ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED w m 1/2"AIRSPACE 1/2"AIRSPACE v Z j m O 5/16"LAMINATED GLASS 5116"LAMINATED GLASS 1/8"ANNEALED 1/8"ANNEALED '�`� Z Lu Lu cc .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT ILcc d 1/8"ANNEALED 1/8"ANNEALED < U 0 cn DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL 7 O 40 PURFECT GLAZE W OR SIKAFLEX 552 I ¢ Z 40 PURFECT GLAZE"H"OR SIKAFLEX 552 ,��yrs 7 enj4 G ?c sF 1/2"GLASS BITE 36 1 1/2"GLASS BITE "+�• 3s + �Z � No 58201 •;'A 2 .SI• STATE OF 3 Orvl Z2 4/11/2015 LUCAS A.TURNER,P.E. FIXED LITE SASH LITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: EMK 09/18/14 DWG#: REV.: CWS-958 A SCALE: SHEET 1:1 20F6 7 INTERIOR T 31 21 26 7V-IYLs'la��® •�](�(" WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 13 13 I� 8100 PVC 5 SINGLE HUNG o L IMPACT 23 u� o F 36 36 37 32 Y 37 40 SECTION VIEW B-B w m NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, Z RIGHT SIDE SHOWS SASH SECTION VIEW. mLL O c (n 3 40 27 N Z > Lu I a ° m 18 o a H Q U 20 24 a w 35 30 1 INTERIOR ¢ z 0�PT1DRECIJ�T10. v t No 58201 '�3y�S• '� STATE OF :ui: �j is \\_ 3s q �� S+ONA,����� 18-- --- 41 4/11/2015 33 as - LUCAS A.TURNER,P.E. 4�2 FL PE#58201 28 43 1239 JABARA AVE. 0 NORTH PORT,FL 34288 4 PH.941-380-1574 6 SHEET DESCRIPTION: 13 SECTION VIEWS SECTION VIEW A-A DRAWN BY: DATE: SECTION VIEW C-C EMK 09/18/14 ALTERNATE FIN FRAME DWG a: REV.: CWS-958 A SCALE: SHEET 12 30F6 PARTS LISTFRAME CORNER ITEM PART# DESCRIPTION MATERIAL VENDOR a 1/a^ —�3 ve" CONSTRUCTION 1 H-1497 Reinforcement for STR ALUMINUM KEYMARK —� a WINDOW SYSTEMS 2 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 5� 1900 SW 44TH AVE. 3 H-1836 Alum Fixed Meet Rail ALUMINUM KEYMARK 6 OCALA,FLORIDA 34474 7 W W W.CWS.CC 4 H-6048 Main Frame,Fin,Single Hung PVC MIKRON 1/16" 5 H-6049 Frame Head,Fig,Single Hung PVC MIKRON 2 3/4" 3 9/16 6 H-6049 Frame Sill,Fig,Single Hung PVC MIKRON o 1/1s° o 8100 PVC 7 H-6049 Frame Jamb,Fig,Single Hung PVC MIKRON CORNER WELD SINGLE HUNG 8 H-6050 Sash Top Rail PVC MIKRON (ALL :8 ES) IMPACT 9 H-6051 Sash BotlomRail PVC MIKRON 10 H-6052 Sash Side Rail PVC MIKRON PVC FRAME FLANGE-H-6049 PVC FRAME FIN-H-6048 �2 11 P-3029 Screen Pull tab STEEL HURLEY m w 12 P-3033 Screen Spring STEEL FLASCREEN v a 1 15/1 s• 2 0 0 13 P-3113 Screw Support RUBBER TEAM PLASTIC 1 3ns•�----{ �23/16^ 14 P-3218 Screen Frame ALUMINUM FLASCREEN ,--F L/8 15 P-3228 Spline VINYL FOAM DAPA 1 I s 16 P-3321 Screen Corner Key NYLON FLASCREEN 15!a q 1EjP16 1 ^ FIXED MEETING RAIL L) co 1/16• SCREWED TOGETHER WITH m O 17 P-3342 Seam Sealer SCHNEE I OUTERFRAME v16' t_ Fn 18 P-3352 SemngBlock RUBBER FRANKLOWE 1'6 N z w 19 P-3429 Wstp.,0,270 x 0.187 back FinSeal NYLON ULTRAFAB PVC SASH SIDE RAIL-H-6052 PVC SASH BTM.RAIL-H-6051 a 0 20 P-3539 #8 x 3/4"Ph PH TEK STEEL FASTENAL PVC SASH TOP RAIL-H-6050 w Cr 21 P-3541 #8 x 318 Pan Phil Tek STEEL FASTENAL 22 P-3581 Screen Cloth VINYL WIER 1 1/2" C o 23 P-3752 Hole Plug,1/2' NYLON M&M s!6^ 15/16• 24 P-3783 Lock,Impact INTERLOCK 1 v6 3 1/1s^ ¢ o 25 P-4051 #8 x 1 1/4"Ph Fh TEK,Writ STEEL FASTENAL L— —n1. rr ��pt orrr+�+ 26 P-4056 Sash Cam NYLON M&M 1/�— � 1 1/16 21/0Fi Ins 7/e ,�`'�''�NDREW rGr"' '. 27 P-4069 Keeper,Impact ZAMAC SULLIVAN u1s }— y�.JVP;•���ENSF•.P,r 28 P-4479 Weep Housing&Flap Asset PVC M&M PVC SCREEN SUPPORT-S-6013 REINF.TOP RAIL.H-1497 SASH STOP-S-6025 :v J No 58201 .-P 29 P-4638 #8 x 21/2 Phil Truss SMS STEEL FASTENAL ALUM.FIXED RAIL-H-1836 yk 30 P-4959 Wstp.,0.420 x 0.187 back RnSeal NYLON ULTRAFAB '9'• STATE OF d�u: 31 S-1498 Reinforcementfor SSR ALUMINUM KEYMARK 3/4 ° '.Oci•.,� .��'`` 32 S-6013 Screen Support PVC MIKRON 314' 4 --}--11/B^ '�'�FS•.<°Rt�?`'�,�`�`� 33 S-6014 Screen Adaplor PVC MIKRON 31 11n11 2 7/a^ 36 33 r+uoft$% 34 S-6025 Sash Slop PVC MIKRON 1 ZZ 3/1s' v1s Ins 1— 5ns^�— 1ns 35 S-6063 Fixed Rail Cover PVC MIKRON 4/11/2015 36 S-6064 Glazing Bead PVC MIKRON REINF.S.B.RJS.S.R.-S-1498 REINF. BTM RAIL-H-1699 PVC GLAZING BEAD-5-6064 PVC SCREEN ADAPTOR-S-6014 37 FIXED SEE SHEET2 GLASS CARDINAL LUCAS A.TURNER,P:E. FL PE#58201 38 SASH SEE SHEET2 GLASS CARDINAL �5/16' 1239 JABARA AVE. 39 Block&Tackle Balance STEEL BSI .045" --�1/2^ • NORTH PORT,FL 34288 40 PurfectGlaze"H"orSikallex552 SILICONE HENKEL/SIKA LI r3• 1 7/ PH.941-380-1574 41 #10 x 2•Pan Phil sets STEEL FASTENAL 7i—I� 13 SHEET DESCRIPTION: 42 P-4657 #8x11/2°Phil Flat TEK STEEL FASTENAL 15 l116 3 L3r16' ALUM.FRAME HOOK-S-1577 BOM AND EXTRUSIONS 43 S-1112 Reinforcement Hook ALUMINUM KEYMARK SCREW SUPPORT-P-3113 44 S-1577 Frame Hook ALUMINUM KEYMARK 9/16^ 9/16• 7/8" DRAWN BY: DATE: PVC FIXED RAIL COVER-S-6063 43 EMK 09/18/14' DWG#: Ins" CWS-958 A NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. ALUM.REINF.HOOK-S-1112 SCALE: SHEET 1:2 40F6 WINDOW sysreMs 4"MAX.(TYP.) 6"MAXITT .O.C.(TYP.) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 6"MAX.(TYP.�----{ SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 W W W.CWS.CC 6"MAX.(TYP.)� .� ION ANCHOR(INSTALLATYP.) 8100 PVC SINGLE HUNG I 8" I I IMPACT MAX.O.C. O O 12 3/4" (TYP.)� � MAX.O.C. (TYP.) o Iw- o �O T I 1 — Hera t+aa I I m w m 4"(TYP) Z m O X INSTALLATION o > - ANCHOR(TYP,) a Z W I I 1 I w 0 cc I I I a. 0 d H � U 12 3/4' Qo co MAX.O.C. -- -- wp (TYP.) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ¢ z OP+/-70 PSF DP+J-65 PSF ��.GpS.�tic E NSF NOTES: S STA7E OP :r, 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. i��S fOh.. 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. f- 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 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 6. PH.941-380-1574 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE I WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATONS TO HOLLOW CMU REQUIRE THE USE OF 1 X 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: EMK 09/18/14 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-958 A 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/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 5 OF 6 MIN.EMBEDMENT (l rJ/7(iNl�j/IlTyl�•L/�(/�f TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRTE By OTHERS V-WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIM I SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WII`IDOVV SYSTEMS —�— SEE TABLE 1 BY OTHERS OCA A,FLORIDA AVE. SEE TABLE 1 SUBSTRATE BY OTHERS —7 1/4"MAX.SHIM SEE TABLE 1 Www. wS.Cc 34474 www.cws.cc SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT I SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8100 PVC BY INSTALLER INSTALLATION ANCHOR INSIDE AND OUT / SEE TABLE I SINGLE HUNG SEALANT BEHIND J SEE TABLE EMBEDMENT IMPACT FLANGE BY INSTALLER 114"MAX.SHIM PERIMETER SEALANT PERIMETER SEALANT BYINSTALLER v BY INSTALLER INSIDE AND OUT o INSIDE AND OUT INSTALLATION ANCHOR � } INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE I w m SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER O Z g HORIZONTAL SECTION t—C-'\ HORIZONTAL SECTION °LL° O 6 TYPICAL FIN ANCHORAGE SQ 6 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION N Z W a CC a ❑ _ w Q r 114"MAX.SHIM p SEALANT BEHIND FLANGE BY INSTALLER Z PERIMETER SEALANT MIN.EMBEDMENT ►►►µtT ril��i BY INSTALLERWMIKEDGEDIST. SEE TABLE 1 ,��► PNOREGir T INSIDE AND OUT ��PS�\G....... No 58201 SUBSTRATE BY OTHERS SEE TABLE 1 SEETABLEI �'S1 STATE OF :�: VERTICAL SECTION TYPICAL SILL ANCHORAGE ��4�FS.0 D(31 .•'Q���� ���4S+�IVA��p►►►, TABLE 1:APPROVED INSTALLATION FASTENERS 0 4 112015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 39 # l PERIMETER SEALANT—� 1239 JABARA RA A AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ffW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT �p1 PH.941-380-1574 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2" - © BOX FRAME INSTALLATION SHEET DESCRIPTION: 3116"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 1 3/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN,SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3i8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD EM UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN VI DATE: FLANGE 7/is" K 09/18/14 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 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/ FULLTHREAD 1!8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-958 A FLANGE PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6'OF6