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HomeMy WebLinkAboutProduct approvals, 5,7,9 I I Florida Building Code Online Page 1 of 2 TT SCIS .r, SCIS Horne Log In 1 User Registration Hot Toples I Submit Surcharge Stats&Facts Pu'bg2�lon� (;I SCIS Sit.Map Links Search`! Fionda "•L;. d 'Product Approval Public User Product Annroval Menu>product or Aoolicetion Search> it.t o Jst>Application Detail FL# FL1617 -R2 S.ISa3—.d b. Application Type Revision Code Version 2017 Application Status Approved Comments Archived 1_7 Product Manufacturer Custom-Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative )ay 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 Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received j i 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 FL16177 R2 COI EvalReoort812C.Ddf Referenced Standard ard;Year,(;,nf 'tzr lard)F. �Staiodard Year F:AMA/W lBMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA'TAS 201/202/203 1994 Equivalence 0 PcgdLct Standards Certified By https://www.floridabuilding.org/pr/pi_app_dti.asl)x?param=wGE VXQwtDgvyf4ngAXh 1 Oy... 1/3/20 18 Florida Building Code Online Page.2 of 2 i i I Sections from the Code I Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 I Summary of Products I FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.Ddf 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:SH-8100 PVC Impact,no sill anchors required. FL16177 R2 AE EvalReDOrt812C.Ddf Safety glazing required on outer lite above 30 Ft.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. I Back Next Contact Us::2601 glair 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 notsend 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 1 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 all 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: W M �Crel�it'Ca�dt-- i Safe.; i https://www.floridabuilding,org%pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAX i10y... 1/3/2018 i TT T i �R 1239 Jabara Ave. lJ North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 � Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44'x'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"' Edition(2017)Florida Building Code including the High Velocity Ihuricane 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-812C, signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1A,-2,and-2A,by National Certified Testing Laboratories, Orlando, FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Miluon)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 601 Ed. (2017)Florida Building Code for use in this product. i 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. 8}«xx�+irk E Ki xrt W"Pr � t STATER OF 8/29/2017 RN, Lucas A. Turner, P.E. FL PE#58201 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �� • TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS 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 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 531/8'MAX O NGEWIDTH 8100 PVC 51 7/e'MAX.UNIT WIDTH 3.CONFIGURATIONS:"oa•. SINGLE HUNG F--�-- - -- - - - 4711/16'GLASS DLO 4.DESIGN PRESSURE RATING _ _IMPACT__ NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND - GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER r. INFILTRATION TEST PRESSURE AND GLASS TABLES Z � U)W O 6 a -- -- - ASTM E-1300-04e01109. z w w O w zOz 'rgr- 63 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o F--w Z �1l;,.X. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FORANCHOR z z ¢ w p OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O O(3 n x F-0: FLANGE ANCHOR CALCULATIONS. p ai z F O ., . HEIGHT Z Zp z Z=U to r I B 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q F:-LLMC)U Z O a U c I GLASS NOT REQUIRED. Q F O o � DLO Z '� ? _ 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w 00 aj 0 w rn w (HEI,TG w": `I I I LL N w USED AT FIXED MEETING RAIL AND JAMB. a z=a 0 O�� IN wr-� CL 3: �fI` 8.SERIES/MODEL DESIGNATION SH-6100. x D- w�w xa � c d 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH,O=FIXED SASH ++1+ DRE�,a4� c s a a s l I ":� Pt;....... y T1s" I I 26718. 10.SECTIONCALLOUTSAPPLYTOALLELEVATIONSINASIMILAR 4:�GP5 yIGENg�..�y�, L a a" s;_f:35;a e I GLASS LOCATION. �v No 55201 :t HEIGHT X I B DLO 11.EXTERNAL WEEP SLOT=114"x 1-114"LOCATED 4"FROM BOTH ENDS. _ .0 'U 4+ c_ a i a a ( 6 �9a. STATE OF A-40 A% t I f� At` 1P,�� s A 451/16 GLASS DLO 48 3/8" 9/22/2017 MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEETDESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG SECTION VIEWS.................................3 RATING EXTRUSIONS&B.O.M........................4 ( 1 CWS-812 C ANCHOR SCHEDULE&NOTES.........6 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE -=INSTALLATION-DETAILS....................6 - - _ 1:15 1 OF 6 �V15(4tilJCGI(U�S ' 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.cWS.CC 8100 PVC SINGLE HUNG --- - - - IMPACT a z azo rowo wwpo .. Z W_Io W Z O Z_ W-Z H . r LL LL F W Z O 3S M 2 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS Z Z= a W p O O 0h0�jQ=I..,� 1/8"ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED Z U)Z Z Q- . I 7/16"AIRSPACE 7/16"AIRSPACE a O Z p c/d Z(W U >- a�pwp=o- _ 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS a �~F=Z 1/8"ANNEALED 1f8'ANNEALED W O p >j W to W Z fn W 0-j U)F- ` .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT a0 w H p a= } c y ; 1/8"ANNEALED 1/8'ANNEALED a F=- a � d to QUANIX DURASEAL QUANEC DURASEAL IG SPACER IG SPACER �+��1; o /i4� s s a 47 PURFECT GLAZE"H"OR SIKAFLEC 552 47 PURFECT GLAZE"H"OR SIKAFLIX 552 +++5 ((S3 14 1/2"GLASS BITE14 �i 1/2"GLASS BITE Y. III S•p: j F a c r a 48 48olmr9', SFATE DF ":�W 1 12 i 0 �Z FIXED LITE SASH LITE 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 DRAWN BY: DATE: BAT 06/18_/12 DWOX: REV-- CWS-812 C SCALE - - - - - - - -- - - SETTING-BLOCKS PER FBC-2411.3.3;1 - SHEET— - 1:1 2 OF 6 INTERIOR ���5 , 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 45 3 27 53 1 38 13 3 3 4 45 8100 PVC o ® _ SINGLE HUNG --- ___ IMPACT C:-, _ 4 _: a <z 1 I- OWO NFW-0O IS a w ZOZ z z=m<ww00 •_.-_. 3 14 54 14 85 66 63 19 4 O a=F f SECTION B-B o ZU)�z(LPfna- St; Z OOU(6z:::, NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, } Q W o=O z ¢ Y RIGHT SIDE SHOWS SASH SECTION VIEW. g F - 0�0:I(noW(nw zmwa O-�mF- . :14 39 IL W I=-O 0.= 12 32 INTERIOR ``�05 P........ 26, s- s :JGP'•y\ Ste.�.;i+�': L No 55'201 :'r1 L - .. t 6 s a YY��s 8 �• � �LC� f �Q. STATE 4F ;�U` 14 53 65 10 66 a 6 3 f- 3 18 3 9/22/2017 6 2 4 LUCAS A.TURNER,P.E. 3 FL PE#58201 30 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPT ON: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV- NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20.25726.36-37.44.51-52,55-56,64,67-68 - SCALE: __SHEET- - -- -- - - -- - - - -- - - ------ - -- --- - - - 1:2 3OF6 PARTS LIST FRAME CORNER /fes ITEM PART# DESCRIPTION VENDOR MATERIALCONSTRUCTION 1 H-6031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 31/8^ �b(SLIALLr�l4l� 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 16/16 WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 F--2 3116' 1900 SW 44TH AVE. 4 11 031 Main Fr.,SH,w/Fig.,PVC,R.Jb. MWwW.ikmn Vinyl 2 I �I FLORIDA 34474 8 WWW,CWS.CC 6 S-1577 Impact Hoak Keymark Alum 3 10 8 W-027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 4 15/8" 1 518' 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16° 1/16" 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl O 1/16" CORNER WELD L (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8 13 -,448 Reinf.S.E:f 1,3! .R IMPACT 14- F 7 4 Giz.Bd.-,TTg „v Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIU-6028 PVC SASH TOP RAIL-6027 18 33013 Scm.Adapt.,w/Nib,PVC,F!cw.a ' Mikron Vinyl ¢ z 3 ¢z 19a- 01c Scm.A!iapt'.,PVA,Vert. ^ Mikron Vinyl 1 1/2" z w w p M w❑w 20 CJ_.:- Sash Sto,1/Fillnr�PVC,Vett. Mikron Vinyl 3 k Z 13/16' w zOZ D_--t 23c cH-1699 Reinforcement,SBR -=' Keymark Alum 7/a ❑ Q O�}O M�m 24 P-219G Balance Z_ " " BSI 9116 1 1 Z F w z t-w o_ Z z=�¢� 25''F-;1059 Sash Cam„P/C V - BSI Plastic 3 oo O O 1--O ¢_ F '-�=-' 26 =f%-�'Qt;6 Take OJts:`1;p s BSI SS 3 1 5!8° 21/8' 1/16• FIXED MEETING FLAIL O O rn�z o_F to d ❑ Z- ZF-O to 27”_P-37,9;1' Lock,Impact,PVC = Intedock 1116' SCREWED TOGETHER WITH z O_Z o Uj Z m U- _p a—;—a 1116" OUTERFRAME ¢ O u.U 28 P-0069 Ke=_pert'Impact,BVC c+ = e z Intedock Zamac 1:8 > ~ p w =O? REINF.,IMPACT HOOK-1112L F F�-Z 30'F X215' Weep Cd rw/'c lap Gaer Plastic ¢ Of� a1 O vi �o)❑w�w 32 :C-SS?E Wstp.,0.2'0 x.187 back F�n,$eal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 O❑w m O w U)w �!0- OJfgt- 37 .P-4638 #8x2-1/2,....PH bled.Truss,Typ l-K 2 Fastenal Steel IL ?-o -a s_.s n. = a:O�rn 36: tr3768 #8 x 0.,'25 Pt PI.SMS Hub City Steel 15/16• 9f16" O =~0 w==c 39' �F 05'1W#8 x 1.250 Ph Fr TEK,WIR. Hub City Steel r 1/2' 1 Ve^-1 T— 5ns"- �1 1/a-{ D, F o m tua 40 P-4264W#6 x 3/4 cN Pl?wl#o Head;IEK,Wht. Hub Cit Steel 0 I I 72 I psuu+nre 44 42 Seam uea�er,SM-5504 a 3�y LL+ Schnee 718" I �18 1 5/76" 19 ,a�"?REk° +i++� Y 45 P 3752 Cap Plug,1/2"Hole M&M Nylon 1_1/16. 1045" 1/1s" ��`py,.�C$jys••GQ yip 47, 1 i 3o Sikaflex 552 or Purfect Glaze•H" a Sika/Henkel 1/16" ti,0*: 48 - �z3'S? Set.Blk.,85 Dur.,1/8"x Sign 2;'lg'. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 Z.. Na 562�Ji 51 P-3881 Temporary Lbi.(NFRCIDP) : 52 Sash CWS Lbl.(logo) Pro Label 3/4"- 5/e•�--� 114• 6'13; STATE OF •�W 53 Sash SEE SHEF T2 GLASS 314" 54 Fixed SEE SHEET GLASS 3116' /� g 14 56 P3281 Spacer Dureseal 13 15116' 1�! 1/16• /a° 62 P3218 Screen Frame,Hodz. Allmetal Alum 1/16" j—lam' I- 63 63 P3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass 66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r 67 P3029 Screen Pull Tab Summit Alum 9/22/2017 68 P-3033 Screen Spring,SS FI.Screen SS 70 P3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16• FL PE#58201 72 S-6063 Coker,Fixed Rail Mikron Vinyl O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 1 5/16' 1/2" SHEET DESCRIPTION: LINE ITEMS NOT USED: 3s 5 3116-L r 3• -{ BOM AND EXTRUSIONS 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 7/a• 1 70 F 1116' 7- 1 SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG#: REV.: CWS-812 C -NOTE;,-ALL EXTRUSIONS ARE ALUMINUM 6063-T6-UNLESS-ESS=OTHERWISE.NOTED._ _- _ _ see SHEET - - - =1.2 -4.OF_6— 6"MAX.(TYP.)- 17"MAX WINDOW SYSTEMS O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX(TYP.) OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC 1 I SEE NOTE 2 8100 PVC 1MAX O.C. I I SINGLE HUNG ---- - - -- --- - .L o INSTALLATION - .- _._IMPACT ANCHOR(TYP.) - Z Q . I- OuluQWpW ZW ZWJ❑ IF-- OZ WFZt ami}Om�m ILL I-W ZFS:22 EMTG RAIL ZZ x N Q M W C O 0 oro axF� v 0cj) z- (L .fna (TYP.) I I CI Z C7 7z Z F-Do(A Q OzUNzOLLU . . . . <�OWO=O- F- U ZO U1 - _ M11011/2" X W 0AX O.C. N� OW(oW . . . (TYP.) \ a z 2 D. cr O m O WHo (L r d Fx- d ofLu 'Aa�i. s 4" (TYP.) NO ANCHORS REQUIRED IN SILL f No 56201 �1 ANCHOR LAYOUT-(FLANGE) S'A� STATE OF NOTES: +to 1il�Naa, 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 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 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. 9/2212017 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 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND 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: 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. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 0: REV-- CWS-812 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET --——FMA/AAMA=100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS);FMANVDMA250(BOX WINDOWS);FMA/AAMANVDMA 300(EXTERIOR DOORS)==---- — - - — - - — - - 1:15 50176 TYPICAL HEAD ANCHORAGE " MIN.EMBEDMENT WINDOW SYSTEMS SEE TABLE 1 SUBSTRATE MIN.EDGE DIST. SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 UBSTRATE BY OTHERS W W W.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. BY NSTALLER SEE TABLE I 8100 PVC INSIDE AND OUT SINGLE UNG �►" INSTALLATION ANCHOR SFAW°Jl'BEHIND -= t _ I SEE TABLE I IMPACT _ FLANGE Bt71NSTALLGR _ a 114"MAX SHIM Z 3: ¢ZO ❑WO wwFpp W ZOZ 0_Fzt PERIMETER SEALANT LL F-Ill Z F-3:E S _ - - BY INSTALLER O O M O Q�=OF C INS, -A?ION ANCHOR,' ' INSIDE AND OUT O U NF-Z D,F-co LL SFE TABLE' . ' " SEALANT BEHIND O Z-cn-Z F-O Cn FLANGE BY INSTALLER Q O Z U W Z O O U } � LLt2WuO=LLZ IZONTAL SECTIONZ C6 CONTINUOUS DOUBLE 3/16'BEADS OF 6 TYPICAL JAMB ANCHORAGE FQF }O�gm r TREMGLAZE U1600 SEALANT AROUND W 0 O�to O W Co w a :;, PERIMETER ATALL INDICATED POINTS Z W O_j U)I- BETWEEN FRAME AND BUCK BY INSTALLER. LL =D_ O O wI-1= w=X� 114"MAX SHIM =a F2 n. _�:nw. SEALANT BEHIND aaaaUtidi�f .LAN GEAYrINSTALLE,R- : a c a c a ♦�QaS,k0REW'9p nIWMETERSEALANT 4 ^j+;y�GENS,F•.:PASr r B:,IzI$T4,.V.ER ° r MIN.EMBEDMENT y G No 55201 :'� INSIDE AND OUT �� r• SEE TABLE 1 Z�.. L 7k .� STA7E GF :40 SUBSTRATE BY OTHERS ~'"y0"n' R P;"�146`' SEE TABLE I MIN.EDGE DIST. ........ SEE TABLE 1 ���s`4� 1 A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE a 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATETYPE ANCHORTYPE fiIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(20 KSI MIN.) 3/16"ITW TAPCON 1-112" 1-118" BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"RW TAPCON 1" 2" INSIDE AND OUT PH.941380-1574 �C, HORIZONTAL SECTION CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-117 HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8' 7/8' OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMIN.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 KW IK-FLEX OR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG X: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 1/8"ALUM.(33 KSI MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD 7/16" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8'STEEL KSI MIN.) _ _ DRILLING SCREW THRU 0.125" -__ ___ SHOWN FOR FLANGE WINDOWS. SSE __SHEET -- --- - ------- - - —12 6 OF 6 ¢ ` Florida Building Code Online - =�a"8P s;,* SCIS Home I Log In User Registration i Het Teoirs ,Submit SurhargStats!'.Fact ,aPublications Contact Us BCIS'Site MaprLinks I Search 1 :t. A Product Approva�f 'tlT ACTdR G, 'USER:Public User ®�° e s ?ip; Product Annroval Menu>Application Detmil •• " a di T ;1 FL# FL15781-R9 a Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Soft-Lite LLC _x Address/Phone/Email 10250 Philipp Parkway Streetsboro, OH 44241 (330)528-1136 PLangan@soft-lite.com t Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Eva]uation,Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King, P.E. 0 Validation Checklist- Hardcopy Received Certificate of Independence FL15781 R9 COI (c)Certificate of Independence,pdf Referenced Standard and Year(of Standard) StandardYear i AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1300 112004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 12009 TAS 201,202,203 11994 https://iN-mv.floridabtilding.org/prlpr app dti.aspx?param=wGEVXQwtDgt3clSAInEOW9TaMlFD.vJQM7zrIDnCZDWfYzmDT6ZexQ%3d°/*3d[I/I5/20207;03:07PM] l ; Flotida Building Code Online w R g w# G Equivalence of Product Standards Certified By Sections from the Code w Product Approval Method '„ r; sMe`hcd 1m Option G Date Submitted 0.4 Date Validated 12/12/2018 Date Pending FBC Approval 12/18/2018 Date Approved 02/19/2019 b •��-.f 7�- "n4—„,a^ ,tea-..--:-'r-t^•^i..�-..^^s,-..,,..- - "'",1 - - - _�_.�...:..:�r:__,�.........m•:�:a�.:.,.,�.::.a..,r:>�..,. aux_.,._..mss".-•tee. ... _.,s;...' r, Model,NumberoruNamec �rDescri�tion s s }_ ` Y i 15781.1 a. "Imperial LS DSI-12" Double Slider Ext ^ ( Extruded PVC Double Horizontal SlidingWindow- XX 4 Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (a)Inst 15781.1,12df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.1 for Design Pressure Ratings,any FL15781 R9 AE (a)Eval 15781.1,1E additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 1578i" b_',Im erial LS TSL12"Triple Slider. Extruded PVC Triple Horizontal Sliding Window=(XOX Window. Configuration) 'Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9'iI (a)Inst 15781.2.[Zdf Approved for use"outside HVHZ:Yes Verified By: Lyndon'F. Schmidt,P.E. 43409 Impact'Resistant.'No Created by Independent Third Party:Yes I d Design Pressure: N/A Evaluation Reports Other See INST 15781,2 for Design Pressure Ratings,any FLIS781 'R9 AE (a)Eval 15781_.2.pdf additional use limitations installation instructions and product CreatedY P Y b Independent Third Party:V i apa rt cul rs 15781.3 c. "5300 DSL53(G5352)" Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No _FL15781 R9 II (b)Inst 15781.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.3 for Design Pressure Ratings,any FLIS781 R9 AE (a) Eval 15781.3.1df additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15781 4 d "5300 DSL53(G5352)'.'Double,` Extruded PVC Double Horizonta6 Sliding Window-(XX l Slider Window Configuration)` Limits ofUse Installation`Instructions, , Approve d:Tor use in HVHZ No, Fd1'8 •R9`Ii (b):Inst,i5781.4.pdf Approved for use outaide'HVHZ:Yes Verified By:Lyndon F.'Schmidt, P.E.43409 IinPact;Resistant Yes Create d`by"IndeperidentThird Party:Yes Design'Pressure: N%A EValuation:Reports Other:;See INST 1578'1:4 for Design Pressure Ratings,any FL15781 R9 AE (a)Eva1.15781.4.ndf additional.use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15781.5 e. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX for XO Slider Window Configuration) Limits of Use I Installation Instructions Approved for use in HVHZ: No FLIS781 R9 II (b)Inst 15781.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 bttps://i%tiviv.Dori&buil&ng.org/pripr_app dd.aspx?p ==%vGEVXQwtDgt3e1SA1nE0«'9Taf7MFDxJQM7u]DnCZDWfYzmDT6ZexQ%3d%3d[1/]5,20207:03:07PNU I Florida Building Code Online Impact Resistant: No „F p'"n n d _ a Ctieatee',b)�Independent Third Party:Yes Design Pressure: N/A a J 9 Evaa�limat�tvI!Reports Other:See INST 15781.5 for Design Pressure Ratings,any FLIS781R99 AE (a)Eval 15781.5.pdf additional use li stations, installation instructions and product Created by Independent Third Party:Yes particulars. 0 3 _ I see 15781`6` f;"5400 SSS 51(GFAi 'S-Incne�fl Extruded PVC Single Horizontal Sliding Window- (OX orXO Slider Windbw° E °w a c a C ,figura'ion) Limits oRUse Installation insti uctions Approved for use in HVHZ Yes FLi 5781 R9 II (bl Inst 15781:6.pdF Approved for use outside H®IIZ:Yes- " n Jerifie,4 By: Lyndon F.Schmidt, PX.43409 Impact:Resistant,;Yes r. Meat J by Independent Third Party: Yes Des i n Pressure, N A a tP a�� - c.. _ ETvalua tonReports e I. Other:See INST 15781.6 for Design�Pres3ure Fatings;kany v 11 78 `R9'A (a) Eval 15781.6.odf i additional use limitations,-installation Instructions and product Created by Independent Third Party:Yes j particulars. 15781.7 . "5400 TSLF54 Triple Slider �I Extruded PV g p C Triple Horizontal Sliding Window (XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (a)Inst 15781.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E,43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.7 for Design Pressure Ratings,any FL15781 R9 AE (a) Eval 15781.7.ndf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15781 8 h."5400;TSLF54"Triple Slider Extruded_PVC Triple Horizontal Sliding.Window_(XOX Window Configuration) ! Limits of Use Installation Instructions Approved4dr use in HVHZ:Yes FL1578 i R9 II (a)Inst 15781.8.pdf Approved for use outside'HVHZ,Yes Verified By:Lyndon F.Schmidt, P.E:43409 Impact Resistant:Yes Created.by Independent Third Party:Yes Design.Pressure..N/A Evaluation Reports Other.See INST 15781:8 for Des!gn.Pressure Ratings;any F 1 781-1 Rg A (a) Eval i 78t.8.pdf 1 additional use limitations, installation instructions'and product Created by Independent Third Party:Yes j particulars. i 15781.9 i.Series"Barcelona" Model "SSL.30I" Extruded PVC Horizontal Sliding"Impact"Window Missile Level'C" Excludes Wind Zone 3 and 4(XO or OX Configurat ions) � Limits of Use Installation Instructions Approved for use in HVHZ: No EL15781 R9 II (c)Inst 15781.9. dmf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.9 for Design Pressure Ratings, any FL15781 R9 AE (b) Eval 15781.9, dmf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15781 10 I Series Barcelona" Model`',skjdr ExxtrudIdPV-HorizontalSliding actWi dow, Missile Level Inc u esindZone-4( orOXoiga n s) Limits of Use Installation instructions Approved for use HVHZ, No FL157-- R9 II (c)Inst 15781.10 Of Approved for use"outside`HVHZ:Yes Verified By• Lyndon F. Schmidt, P.E.43409 impact Resistant. Yes Created by Independent Third Paity:.Yes Design Pressure:N/A: Evaluation Reports Otheir.See INST 15781.10,for Design Pressure Ratings,any FL15781 R9 AE (,h) Eval 15781,10. d�F additional use limitations,`installation instructions'and'product "Created by Independent Third Party:Yes particulars: 15781.11 k. Series"Barcelona"Model"SSL30I" Extruded PVC Horizontal Sliding"Impact"Window, High Velocity Hurricane Zone Large Missile(XO or OX j Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R9 II (c)Inst 15781.1i.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.11 for Design Pressure Ratings,any FLIS781 R9 AE (b) Eval 15781.11.E additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. i https:lli%,mv.tloridabiilding.org/pr/pr,tpp_dtl.asps?param=wGEVX(wtDgt3eISAInEOW9Taf1MFDxJQM7zrIDnCZDWfYzmDT6Ze�Q%3d%"3d(1!15/20207:03:07PM1 i Florida Building Code Online e, �`cv Window, Missile ?'Barcelm ("del 'IT 15781 12 I: r!(�� na" M' -SL90111 Kx6db& ri 'I orizontal Silding'tmpp., n 9,, 6 0 0 a 0 Zone 0 .0 �I, �Xcl es and 4(XOX 4 and u ind Zo X 1/3�1 �-1, on I rations) OX i:ij Linhitsof Use iirfst6�116tkin Instructions Approved for use in HVHZ: No. a FI 1678- R9 II (Q Inst 157131.12.pdf A00r;64ed for use 6uWde'HVHi:Yes'G V& J66d�Bj,! Lyndon F;Schmidt, P.E:43409 ,mpa esistant:Yes Ceated? o1ride end nt Third Party:Yes 6.Wati,�n, Reports Design Oiessdki: N/A' Val rts Otherc See INST 1578 1 1.12-for Design Pressure.RatfilSis,.a.ny.'-,.,.., 170 (b!�Eval 1578.1.12,12df additional [I ktatlo'nsr Installation Instructions andproduct 'Created by Independent Third Party: Yes _Q 15781.13 m. SereG"UarcGlona"-Model- FKtrudqq PVC Triple Horizontal Sliding"Impact"Window, Missile "TSI-302" Cevel I'D"Excludes Wind Zone 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 11 (c)Inst 15781.13.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.13 for Design Pressure Ratings,any FL15781 R9 AE (b)Eval 15781.13.pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15785,14 n. Series &celona" Mod6l'iTSLjdI" Extruded PVC TriP16-Horizontal-Sliding "Impact"Wind6w, High -.Vel(jc4:H-urricarle Zone Large Missile(XOX 1/4-1/2-1/4 and XOX 1%3=T%3-1%3 Configurations) Lim"Its.of'Use In.s't'al,i�ti,o-ri'Instr'u'cti'o-ns p`p rv A o e d'f 6 ruse.in HVHZ:Yes E.L1578.1-29 .11 (�)InstA5781.14.pdf Approved for use outside HVHZ:Yes Veriflied By: Lyndon'F.Sc.hmidt, P.E. 43409 Impact Resistiint-'YiEis Created by Independent Third Party: Yes -Design Pressure: N/A - Evaluation Reports Other:See INST 15781.14 for Design Pressure Ratings,any FLIS781 R9 AE (b) Eval 15781,14.pdf additionaluselimitation*§j installation instructions and product Created by Independent Third Party:Yes I Darticulars. 15781.15 o.Series"Barcelona"Model "DSL30" Extruded PVC Horizontal Sliding"Non-Impact"Window, (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R9 II (b)Inst 15781,15,12df A,pproved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Patty: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.15 for Design Pressure Ratings,any FL15781 R9 AE (b) Eval 15781.15.pdf additional use limitations, installation instructions and product Created by independent Third Party:Yes particulars. 15781 16 (XOX 1/4 1Z-1/4 p. Series"Barcelona"Model,tSOO", Ekir686d PVC TrIpleand'-Horizorital Sliding!'Non-4im Pact" indow i/3-1/3'1/3 Configurations) Limits of.Use , Installation Instructions 'AppiIiiiidd for use in HVHZ: No F1578,R§ T1, (b)Thst!15781.16.pdf Approve use Approved for outside HVHZ:Yes Viarlflecl'By. Lyndon F. SchmIdt,'P.E.43409 Impact Resistant6 No Created by iridepende`nt Third Party:Yes ble'ti6n'.0reilisuire: Nlk- Evaluation Reports60hr�;8e;e':INST-1*5781'.16'f6r.Design Pressure Ratings,any .FL15781 139 AE (b)Eval 15781.16.pdf "additional use IlmitationS, installation Instructions and product .Created.by Independent Third Party: Yes articulars. WE 00-1 Contact Us %2601 Blair Stone Road.Tallahassee FIL'47399 Phone,850-487-I824 The State of;Florlda is an AA/EEO employer,Copyright 2007-2013 State of Florida.::Privacy Statement ;Accessibility Statement ;Refund Statement Under Florida law,6mall addresses are public records.If you do not want your e-mail address released In response to a public-recordsequest,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.*rPursuant 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 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: bttps:/A%,%viv.floridabuilding.org/pdpr�_app-dtl.aspx?param=wGEVXQwtDqt3elSA]nEONN-'9Taf7jMFDxJQM7zrIDnCZDWfYzinDT6ZexQ%a3d`/*3d[1/15/20207:03:07P&] R, :CQn5u1fwZ=d Enpinwrllizl Services for the J3 ing Jnifpstry j U 0 0 1 L pA o . Repo�rl AF6;: !PL-1576Y.`1,4-0d11cvvva1dh1i )z-Reort. Date-. -411 .9,2017 Produvt SubCatqjoW manuft-ctum-T ProductName .S.6ft-Lite LLC ''BARCELONA:' Windows Nb'diontal-SWor 10250 Philipp:Parkway MOW(TSIL301"' Sfreebdblpro,01j 44241 S._Hifth.q.Window.- 9c pp_x; This-is.9.ProdOct Evaluation.report issuedby R,W Building Consultants,,]no,and Lyndon'F.Schmidt,.P.E.,(System ID#1 998) for Soft oUc based 6b, OWN' 1 rida R0I6'Cha b-.61 G20i-&,-3.,-Method 10 Of thI& tam'of�o I "k6dobt Approvai,.bepartmentbf Business�Professional;Regalatlori., RW Building Comd1tafifgaridLyndon.K 8chriiidt,,..P.S..,,do.-not-have nor vVi&acqUke.financial friferegfinythe company -Inanufactudng;or distdbuting theprodumtor in-any otherentity:involved,10 the approval Promqs of the'prqdUct ndffied herein.. ititia3fatoos 'I It,7hispfbdildf-,N(�been tiBuwl in t6d'6(.F&,*C*)ttruc-tU'rair-equ'ire-Meri 6n.,,;OVdlWted and is in pomp iandeVith.-t6'6th-t]dbdTi-j201TY,�A' id .ih6ludihg-the 11140 Wadty::Hunicane.zondi". 2.Produafanohom-shall ba.;.asTtsfed and spaced as,shown on jdetai&,-An6hor--Ombedment to base matengi th4irbebeyondwall-dressirg or- .1 When:used fn:the"HViRV,this.product comolle&*th Section-1626,of-Abe FBC.anddoesnot recitilrean im.pact-res1starit mvedng. 4',-For 29--Muid VarAhg:construction,anchoring'of these units shall be Ahie same as that,Shown,f6r2x-bv6k masonry construction- cbndifions; that'deviate from the. dbW((g of dtadlhq X6.15781 14 require further engineering ahat9iiis:by 6 J.faeffsed 0119in-1 eer'or regi"Wacr.ardhjtoa, --8 te.d raMj n-g;FLA 6781-f.4 for ize v and'de s ig n pressure.)mitatib ns,.. -14', TUMbport-M.- Tbtt Stahftfd, Tdslific-,Ldbotat M sit Testing E-valuallonLab,)no; Lyndon ' P. -idt**P.E., TEL'D 'Tkg 202�&ZP4, Testing UbInc; Lynd6ft.FAchft1cft, jE, , 2- WildibMAde NO Materi-a fg-T&sMin q 'Safld)e PVB*.ffiteriaVi3r(Eastman,,Chemical Company). 'Extrdft-FlOtVis'ioji'ExOrutioffs Ltd:} M FL-4578.1.14 RW BUildi rig qbntUltants;'[Pic,-(OA-*9$.,jt) Lyndon r.SdhrhidG.15.E, -4, 41culation P.re;Wed:tiir ifid-d&S6aldd by Anchoring Anch RWBQiidlqg�C6hs Consultants, Lyn -F-.�bffmid '- .- ---41-... . - - - ASTM E1300 Glass Load' Lyndbifl-'R tchnittit,P.E. 4 E, Engibieetfag arfd qcertl T N o, 434.09 VvittlinT In �yw dft7ulte,LLC manu'facWng products 'ah '�ajti.that rh 1180)if�c -_qtj p- . M�E . 1 Wor, pTog at.ob. 0 jio�,W 1702f) rid guide;63. 'moo S 0 N Al, Lyndon F.Schmidt;P.m. FL:PE.M6.43409 Sheet!of 1. 1&9120,17- NA SEECHATtTFORTRAMESIZES Windows Bringing.qualify, to light. � � ' ✓��� ������ .N>-w 10250.Phiflpp Parkway - -- Streetsboro;Ohio 44241 Z pz pyy� pp pp m LL u O O LL 4X Q d 2 RCFLONAr� 4 " Ez ModeTU30F SUDINGWINDOW "IMPACT' 0 1/3;1/311/3 . z F Y 2 o a '•V��j e.L(,"1h@ "d�0 w SEE'CtIA Ri FOR:FRAMES¢ES X. 0 4 Q�'. �, U g. �@ GENERAL NOTES u^ T@ I. lhisproduc$ha$.beertevgluatedandisineompiiancervvitfithe.•6thEdition(2017) Florida Bullding Code(FBC)structural iegUtrementsinClUding.the"High velocity � FlurdcorieTone".(HVN:Z). � / ,/ �/� I � a a� c o � a m•a a ca 2. Productanchotsshalfbtaslisted.and spacedasshownomdetails.Anchor cs + embedment.tsa.base material shall be beyond wall dressing ocstucco... a a o, � @ 3. When wed:in the"HVHZ"this productcolnpife 4h$.Op orr1.b24 of She FBC and n v xcnm a does not require an impgct reslsanf coyerfn9•. s r s V Ca A: FQrZzsfudfromingconstrUcfioq,andhorihgbttheseronitsshall:be.thesame4sthat shown:for2zcbuckmasQrfR'Gonstwctiart: 4 S. Site eondihahs thafdoMate.from thedetails of this drawing require further Q < erfgineedngonalysis•byctllcerisedongineet-orreglsteregarchiteGt - 1/4-1/2-1'/4 �v a & This product meet5the water infiltrotian requirel ients.tor ttie"HVHT: o 4'AB'LEOFCO,N1'ENTS rfi < < INAX aRANY 7NA5cj GLASSc r b GhI�------ sHEEr9 DEscRinioN COtdFIGURAT10fJ ` DINIENSIdN �DIMEN�dN� TYPE >POSIfNE NEGt1TfYEr wuE 61.2-1117 z° 1 Typical eJevatlons..destgn ptefsutesanti geilefal notes -. _ _ _ .. � _ -..-.�- -.. sc"i NITS, A 2 HMzdnfc1 Crass sectloris 1f.9 t1la 1.0, *.66.01 ftv.,*6061, owo.Oft JK m g 3 Vertica41crosssecfl6 ns 4 Buc and frame ibnchoring: a 24.2r x 54.25 GT dm,m- LF5 a 1'/4-1/2''4/4 111 &,po.0' X55;0. X0:0 orWNGNoa n c5 Com onents 49:;5"x5425" 1.5287 1d Y 6 Billbfrritite olsanriglaang:delptl N a 4 �.�A%: — 1-1/4"MIN. ��t•• � n m �: M EMB.(TYP.) INTERIOR V: 5 Q=z =� C; �'m 2 v 15 5 z g' d N 28 X OX z 0°D i C==2 v _fl 1111_ _ _ 0No_- 2 b a :9 O_- oz� 3 v=°' 9mSW p; Bog�D o oa 2 • ao f1{ a N•f m a a PDLL $E z FI 9 GI S 3a 1 2 3 10 o°aso� mc0 Q 3 3 3 - EXTERIOR a o C ao °00006^ 00 V0 y 0°OOEo NOTE: ° 0000°© p zoo 1.Item#27 located T from each end and 3 more equally spaced(5 total). E 1 0 0 x 0 0 00 o z J > a 0 0 00 0 0o m o w 2 HORIZONTAL CROSS SECTION $ Shown Direct to Masonry 0 J000 a U aD p 0 J�0' 0 U R Op �000G f 0 0 O 6 0 ° oa� aooe aJaaoo 0 a "c 1-1/4"MIN. o m o EMB.(TYP.) o e o B F o 0 oa c 000a 0 C 1-1/4"MIN. INTERIOP o 0 0 0 0 15 5 INTERIOR EMB.(TYP.) 28 GI 28 7 13 C 15 m 0 20 Jaac anal. ,a ' I I o 22 ' I 21 9 G1 26 G r. 9 GI < Z, p 10 10 i • SEE NOTE 127 EXTERIOR z n° s DATE. 6121117 6 21117 C EXTERIOR 23 17 14 9 G1 G2 A ao soup N.T.S. € E 1 6 1 On.er: JK m ' E cxk ar: LFS 3 1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION oramNc No.: 2 2X Buck Construction 2 Shown w/1X Buck FL-15781.14 —d l _ R1Clients\Soh-Ute Permanent\A-Florida Product Approvals\FL-15791 Horizontal Slide rs\C-Orawin s\FL-157816TH ED(2017)\FL-15781.12-14.dwg,43 ,•. t �iO y r'O 4' I I C T Oz A �N m IAA W I � � -----——————--——— � C Fn O.C.(TYP.) (TYP•) O.C.(TYP.) t� (Typ-) m T m T • 713 m •S f• asp e A m5551t� (J N n Q T A A A� 0 T— < C 77% 7AC A z � �o � o N O Fn 6" •)� 6"(TYP.)� Ir� oc,(AX. ab `, om.," NMjO/''.. P ) �.......... r No,43409 a /;29_rs o a c a:RODtz•:T- . Pored 91: 13oaumerlL pre IS on I� (n Z SOFT-LTTE WINDOWS E.d No.43409 SchmIfrit' ��� �ONAV1`;;\`��```` 1n r a_a -=_z . PART OR.ASSEMBLY:r _ �f�(�BUILDING CONSULTANTS, INC. lrn v ° «" « o o F B CK FNP FRAME:ANCH!RIN !tKY!/ P.O' Box 230• Volr(eo, FL 33595 .p NO DATE n 9 g +� Bs ,'- Phone No.: 973,659.9197 EVIS DNS' "' w o-r ___ _ _'�, FSPE C.A. No, 9813 , ®21317 R.W.BUILD-CONDIILTANte INC. [.a w m a [i a .� • I 4 29 3.25 1.388" 0� ............ 0 0 0.97' o mn 0.074" o ��� ••.......• • `� -- 2 HS FIXED PANEL SPACER 11 ANTHIFTTRACK 9 GLAZING BEAD �/« q� `M--- -N m Z 0 k" a'�i = �+----1.67' V �I a C11 N m a a�i 0.76" 0 I E oZ �t 0.66" cvTcc=1 i G �b DSL COVER e u Z s Ems: u "D 1 FRAME lU 4 DSL FRAME FILLER 16 REINFORCEMENT j i;. 3 � zo c i a w 027" I 1.T 1.94" L 1.96" T U0.06Y 0.065'9 o l 0.071"rF ' a 1.96" 0 1.6'i"� " 1 w a�'a9c 1�2o'r�u—a" CIE f, &? (MU� o '' a 0.059", t° 0.065' a L�I a s 1 m a 1.07'—moi t + I a' z a 0 1.75 p 0271---1 Fr- x•D a ,, c c N c m --1.OT' KFFPER RAIL LOCK RAIL, 8 DSL MAIN SASH 12 SILL ROLLER(RACK w 5 DSLHANDLESASH 1.34" ° 0.27' 1.15" g 0.24 134"—�{ 135' r a 0.4" ao 0.38 o I 1.5 S o IT o c o 0 o O o `o 0.090" T } z o 0 0 0 0.186' o DATE: 6/21/17 i sC1QE N.T.S. ° I a I I -- -0.25 o uwc.BY: JK m 0.357' m -moi t�- q �--1.15�� 0.09" � CHK.a,e LFS 3 o rc 0.44" PVC COVER FOR HS REINFORCING BAR DRAmxD No.: c 0.345 REINFORCEMENT n 13 REINFORCEMENT 14 REINFORCEMENT 15 REINFORCEMENT 17 FL-15781.14 c -- - sxEErS- oe_ u A • 0 BILL OF MATERIALS7/8"THICK GLASS ���`1�` * 518"GLASS BITE Q�'• m LIEN• MATERIAL ��:' m '�� � A 1XBUCKSG>=0.42 WOOD LAW(0.106')ANNEALEDGLASS -_ If t,Q=? B 2X BUCK SG>=0.42 WOOD =V1 Z` a'm C 1/4"MAX.SHIM SPACE - 0.090'SAFLEX PVB INTERLAYER = ° Z 4 D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL f_ %��'•.• .� ling MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI Ii " ...... "' �` >>M a —— --- E_ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE LAMI(0.106"�ANNEALED GLASS ��w L li1111���� i o F #8-15 X 2-1/2"TRUSS HEAD SMS(1,3/8"MIN.EMBEDMENT) STEEL 0 "Z G 114'X 3-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL AIRSPACE OL 1 v = u za v H 1/4"X 2.3/4 HWH ELCO OR ITW CONCRETE SCREW STEEL C3 &to 9 m c w 1/8"ANNEALED 3R TEMPERED GLASS (� a w g pta J #10.16X2-1/2"PFHTEKSS SS 4 I FRAME' PVC DOW 2400 SAS C o 2 HS FIXED PANEL SPACER' PVC GT GLAZING DETAIL E #Z 3 WEEP HOLE COVER' PVC STEEL INTERCEPT SPACER 8 �a 4 DSL FRAME FILLER' PVCn_I_a 5 DSL HANDLE SASH' PVC 6 KEEPER RAIL' PVC ;a ., :.`r ' L a 7 LOCK RAIL' PVC 5/8"GLASS BITE oLI o 7/8"THICK GLASS ' 7 8 DSL MAIN SASH* PVCi!^'I z o L CS+ L F 9 GLAZING BEAD' PVC LAMI(0.106' ANNEALED GLASS i, 3 g I a 10 DSL COVER' PVC 0.090"SAFLEX PVB INTERLAYER W 11 ANTILIFT TRACK' PVC �— w "+T 12 ROLLER SILL TRACK ALUM. 13 REINFORCEMENT(6065-T5 ALUM) ALUM. ti LAMI(0.106")ANNEALED GLASS i ,) d" s co _ e 14 REINFORCEMENT(6065-T5 ALUM) ALUM. , 0 - a AIR SPACEq;-1a e n � 15 REINFORCEMENT(6065-T5 ALUM) ALUM. "" 16 REINFORCEMENT(6065-T5 ALUM) ALUM. om 17 REINFORCEMENT(6065-T5 ALUM) ALUM. 3/16"ANNEALED OR TEMPERED GIAS , ' a C 19 ROLLER ASSM. - DOW 2400 SAS s 20 LOCK - GLAZING DETAIL a "+c; c s Vi 21 LOCK KEEPER _ G2 SUPERSPACER s 9 2 #7 X 3/4PFH TEK(LOCK) I rl all �< 23 PVC COVER FOR HS REINFORCING BAR(ITEM#17)' PVC "HVHZ"GLAZING NOTES: - + • I a2 L = 26 #8 X 1"PPH TEK(KEEPER) SS 1.GLAZING>36"WIDE REQUIRES TWO(2)SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1. m 28 WEATHERSTRIP(187-270 TRI-FIN) - 2.*TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 3D FEET ABOVE GROUND. 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". CONCREfEANCHOR NOTES: z a 1.Concrete anchor(ocafions at The comers maybe adjusted to maintain the min. edge d[stance to mortarJolnts. 2 Concrete anchorlocallonsnoted as MAX.ONCENTER'mustbeocWedto r malntaln the min.edge distance to mortarlotnts,additional concrete anchors p ' may be required to ensure the MAX.ON CENTER*dmenslon are not exceeded. m 3.Concrete anchor fable: _ .......................................... Z ao ` A1IN'?C`l�A1tAF[Cf::ti(IN;;:�LEi9RiANCE � :...,:.. 1 TQ{MA:SDNI�'__:".^7LXsI;gg7ACF.N►._: a�7E: 61211 17 SCME N.T.S. i •::lYP..:1 :=n31S_ :a_rlClGtbMCNf'-i:S__:.. a01 :. . ._.................................::..........::::._.:....:......._.........�hK+Ea:_ rTw € TAPCON° 1/4' 1.1/4' P" 4' owG.BY: JK m Elcoac LFS CHK.® ULTRACON 1143 ' 1.1/4' 1' 4" rc • WOOD SCREW INSTALLATION NOTES: mRAsnNG No.: r 1.MaintalnamWmum5ffedge distance,i"enddistance,dl"o.c.spacing of FL-15781'14 a -- --- - wood screws to prevent the spi"ng of wood. SHEET 6 OF 6 a