Loading...
HomeMy WebLinkAboutProduct Approval-FL16177-R2 Single Hung Windows ' I 014 i` Fr o D csPAarI+IBNr al . 5,\f •Ir•A•••••••• `2 • 4 �� } Bus�.ness & Professional Regulation _BPRN01IE [RCU►-DBPR DBPROlkialORIS cour71CT'C9Pit_ SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Pacts I Publications 1 Contact Us I BCIS Site Map i Links I Search d Florida r a^ Product Approval fit= nig USER:Public User Permlttin RECEIVED za -..r�t�citMn i Product Approval Menu L>Product or Application Search>Application List>Application Detail NOV262018 ►oFFl0idP a FL# FL16177-R2 sECRETN3y Application Type Revision 9 Department Code Version 2017 St.1.uCI¢County Application Status Approved Comments Archived J \n Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue AA Ocala,FL 34474(352) `I\ lathro @cws.c Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine \kg /69-4 kpine@cws.cc 0 Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave1334 Ocala,FL 3447 (352)368-6922-6922 Ext 291 gg®� 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 u 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. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 1✓' Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReport812C.pdf I i Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By I I • Sections from the Code • 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 2017 Su r ary of Pro FL# Model,Number or Name Description '04 161 .1 SH-8100 PVC Single Hung SH-8100 PVC-Ingle Hung Impact Resistant window. • its of Use Installatio Instructions Approved for use in HVHZ:Yes FL16177 •' II CWS-812C.pdf Approved for use outside HVHZ:Yes Verified 13,: Lucas A.Turner 58201 Impact Resistant:Yes Created .y Independent Third Party:Yes Design Pressure: +70/-70 Evalu• ion Reports Other:SH-8100 PVC Impact,no sill anchors required.Safety FL1 77 R2 AE EvalReport812C.p f, glazing required on outer lite above 30 ft. in HVHZ. Glass --ated by Independent Third Party:Yes complies to ASTM E1300-04. Back Next ontact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Ch yright 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 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: 144 013., eCfzck Credit Card" Safe. securityM IITRICS• GENERAL NOTES: � �/�� SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED y gaCNDOWTURED Ie 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 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) - 53 1/8°MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"O/X". 51 7/8"MAX.UNIT WIDTH ,- SINGLE HUNG 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 --- z -- - INFILTRATION TEST PRESSURE AND GLASS TABLES Fa- W p <w o 0 } -- -- -� ASTM E-1300-04e01/09. I / z zOZ Cek�~ 63° i __ __ I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED OIT. a W3ZOMAX• T— IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z zz2¢D:W0 0 OVERALL 1 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O I-0 cj¢F 1-aHEFIGHT GE ANCHOR CALCULATIONS. o z(ou~iz z 1-O Oz 00=vi m0- B O 1 B 26 GLASS6" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE } -z u-W O 2 O 0DLO NOT REQUIRED. QQ O}F-F zQEK~YowU)w I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w O�w�p�mH613/4" I USED AT FIXED MEETING RAIL AND JAMB, a z-a 0OCD(- ul HEUNIGHT 1 8.SERIES/MODEL DESIGNATION SH-8100.T / 0 F a 1,111 a119.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: tUII/I/I�[ 1 30 3116° I I X=OPERABLE SASH,0=FIXED SASH `����QO�PNG E NS'•7-i, MAX 26 7/8° 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 6: F .,y.� SASH `, I GLASS LOCATION. ��' No 58201 ..��: HEIGHT X I DLO .* :* 11.EXTERNAL WEEP SLOT=1/4"x 1-114'LOCATED 4"FROM BOTH ENDS. 061 ..7.91 STATE OF : U --4,�COR10P0s ,,/l/11111 lltt ' - - LucasTurne s- -- A I r — 451/16" — 2017-09-22 ,.. 7--- GLASS DLO - 48 3/8' 13:36-04:00 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 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 DESIGN PRESSURE BAT 06/18/12 _ GLAZING DETAIL 2 UNIT SIZE IMPACT RATING SECTION VIEWS MAX.3 RATING DWG#: REV.: EXTRUSIONS&B.O.M 4 ANCHOR SCHEDULE&NOTES 5 51-7/8"x61-3/4" +/- 70 PSF LARGE MISSILE IMPACT SCALE:WS-812 C INSTALLATION DETAILS 6SHEET - — ------- 1:15 1 OF 6 agagg. WINDOW SYSTEMS g 1900 SW 44TH AVE." - OCALA,FLORIDA 34474 www.CwS.CC 8100 PVC SINGLE HUNG IMPACT a W QZ3 __1- - O LT F• a-W�}Z0w I 7/8"OVERALL INSULATED GLASS - 7/8"OVERALL INSULATED GLASS Z Z=M Qw 0 O O OI-0, 1/8"ANNEALED OR TEMPERED - 1/8°ANNEALED OR TEMPERED OO Z (1)-Z1.-7<i) Z I- 7/16"AIRSPACE 7/16"AIRSPACE Q O Z U O Z DOO • ~ tL WOOLLZ °MIIu 5/16"LAMINATED GLASS - - 5/16"LAMINATED GLASS Q}F- �'Z 1/8"ANNEALED 1/8"ANNEALED W LL_W M OO w W Fw- .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT a K I- w� CD 1/8"ANNEALED i-� ---1/8"ANNEALED a. F- a D= a gIG ANEX DURASEAL .' OUANEX DURASEAL ��"�OREW��q�' IG SPACER • IG SPACER / I$PURFECT GLAZE"H"OR SIKAFLEX 552 �� I$PURFECT GLAZE"H"OR SIKAFLEX 552 6p:••""' rG i I'l� �•Gp•.��OENSF•.,I)•# ��� p I i 1 `v C° No 58201 '•�15 40 I �� 1/2"GLASS BITE 1,----1••=L01�"� 1/2"GLASS BITE .k * •t 4 •m � ii •m i\\� . I , .rC9O� STATE OF •;.4/` ri; ,... -1 ii 7---- SASH 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 DWG 9: REV.: CWS-812 C l'SETTING BLOCKS PER FBC 2411.3.3.11 SCALE: SHEET - ---- - - - - 1:1 2OF6 _ _ INTERIOR WINDOW SYSTEMS J 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC cD e psi ® (Dee e e e m ..�-- ,� ��w.1 8100 PVC i `Z m �� R �� ��^I i� {{ ,p{�� SINGLE HUNG 1 �` -� I�` �p IMPACT 1 0 0 o,,i,. • ~ ow ¢ pw Z WJ❑ 'I� imini jtI iit I � -.., i, w ZOZ ce_Z~ SECTIONS-B Oo z-Szz�=m Oma- _ NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ -LL 2 Z O U RIGHT SIDE SHOWS SASH SECTION VIEW. >" < o w FO 1 Z_Z W u_co OwfAw D: z-w OO�F- m r m re =~O4 w=x� I _ „► a t_ a iw e r��r,I a ®e %Utnbrf a I f , ell 1 e %%% pNOREWf.4i l t � � INTERIOR ���p.S P GENg TG•P''. Ir e• `,�O �, F•'•yF4 CD L���L� o * No *920, '•,*' A ��� 4/= X90; STATE OF �lU� i'i n°s%4OR10,PQ\,2�� ED ® ,,,4S±ONA�, 0,, a 1{-,111 m ® jritigili I 9/22/2017 "' { 0 LUCAS A.TURNER,P.E. © MAWS Fl PE#58201 1239 JABARA AVE. 11111 ,�o � NORTH PORT,FL 34288 PH.941-380-1574 C!, SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 - DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET — — 1:2 3 OF 6 PARA LIST FRAME CORNER ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8° y CONSTRUCTION CTIl7(C9/g® /8J el- 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron VinylIWIN(lDOWts TuEuNuS 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16' 23116" 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl I I © 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl OCALA,FLORIDA 34474 6 S-1577 Impact Hook Keymark Alum © �, ii ® \ WWW.CWS.CC 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16' r 0 15/8" nom. 1 5/8° • 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum ill ,— y Ir 1/16' L I ,,,6 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl 1 1J 1/16" 1 CORNER ES) SINGLE HUNG IIJ (ALL SIDES) 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 13 S-1498 Reinf.S.B.R./S.S.R IMPACT --- 14 S-6064-Glz.Bd.,7/8" - Mikron- Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl — 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl , -{ r o w p w w O o 1 1/2' �-II� 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl I Z w.10 4 z w 13116" I W ZOZ K--1-' 23 H-1699 Reinforcement,SBR Keymark Alum 7/8° I o u1 }O m 24 P-2190 Balance BSI 9116• W z w Z L I_ 25 P3059 Sash Cam,PVC �� Z ZSI-am BSI Plastic 0 0,_.,....,_ 26 P3046 Take Out Clip BSI SS 1 5/8' 2 1/8• 1/16° FIXED MEETING RAIL p Z-c)Z z F-j D. 27 P-3783 Lock,Impact,PVC Interlock 1/16" 1� SCREWED TOGETHER WITH z O CO U Uj j U- 28 P4069 Keeper,Impact,PVC Interlock Zamac l 1/16" OUTERFRAME ¢ F.Z u-N z0 O u_Z 30 P-3215 Weep Cover w/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 Q 1:8 } N.< 1-0FZ- 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 W O o W CO O W CO W 37 P4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel cc z-a O 0-I- 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/16" 0a. W I---0 a= } 39 P.4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2" 1 1/81 9/16" 1 1/8'-{ a = a. a a 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel -r--i• �I' e 5116^ L. 44 P3342 Seam Sealer,SM-5504 Schnee 7/8• �I —1 a) 1 5/16" m ,,,,,��,rrrrrr�,,,,, 45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 1/16° 045" T- 1/16° ���`,9 P �ENS'r4'p��, 47 P3438 Sikaflex 552 or Perfect Glaze"H" Sika/Henkel 1/16" �_ . F'•.y�. 48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 �; No 58201 Al 51 P-3881 Temporary Lbl.(NFRC/DP) -*• rF 52 P3613 CWS Lbl.(logo) Pro Label 53 Sash SEE SHEET 2 GLASS 3/4" 314" - 5/8' 1/4" STATE OF .•'y+t• 54 Fixed SEE SHEET 2 GLASS 3/18°l —/�- �—s�l ��4 4"..<O R tOP':.`. 56 P-3281 Spacer Duraseal T�D ® 15/16" I J—1/16' 1" �� 7!8' f ���,SS """ C4Q� 62 P-3218 Screen Frame,Horiz. Allmetal Alum Ilrr ����pON,,,,,, �� 1/16° —tel + _�1n8• 1— unnurr, 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 64 P-3321 Screen Frame Corner Key Allmetal Plastic REINF.S.B.R./S.S.R.-1498 REINF.TOP RAIL-1497 PVC GLAZING BEAD 6064 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettenue Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 68 P-3033 Screen Spring,SS Fl.Screen SS 9/22/2017 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum0 3/16. FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl �I IO 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 15116" 1/2" SHEET DESCRIPTION: LINE ITEMS NOT USED: - 5" 3/16" 5,7,11,15-17,21-22,29,31,33-36,4143,46,49-50,55,57-61,69 0 f~-3" I BOM AND EXTRUSIONS 7/8' J--1/16" el I d 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 OTHERWISE NOTED. SCALE: SHEET — — — — —-- — — — — — — — 1:2 4OF6 WINDOW SYSTEMS "1"A 6"MAX.(TYP.) I I 17 O.C.(TYP.) 1900 SW 44TH AVE. 6°MAX(TYP.) ) II IOCALA,FLORIDA 34474 -- -- - I WWW.CWS.CC SEE NOTE 2 8100 PVC 10 1/2" MAX.0.C. SINGLE HUNG — — (TYP.) INST.. •TION IMPACT -- --- - -- - - - ANCHO• TYP.) I I ---- - --- --_-- Q Z Q Z I F ❑W O a FWF p O SI W ZOZ W--1— CD _'r-H ❑ Qfir r}00 �m T - aro- O OF=-OQ, = 4"(TYP.) I --- O 0col—V0-F=-2/a I I Zo 00=ch—ZZ70— I I .y��O=ZZ 101/2° /\ - Q �� y��00 MAX O.C. IL LLO_WfnO J�W �P) a Z=0- =Om `i r� I X =I—Ce IX a. I IJ a. I- a µttuhq tttt • ..••CEN•• G �i '"(TYP.) NO ANCHORS REQUIRED IN SILL JVP;'%-\ SF•.�P��� .t No 59201 100-. :*; * •*= ANCHOR LAYOUT-(FLANGE) =•a ;as • r.1)% STATE OF ••W i°k •�� NOTES: .SS.ONA`stso 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED ' SILL. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWA= HIM STACK TO BE 1/4". USE SHIMS WHERE SP'.' 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. 9/22/2017 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 MANUFACTURERS 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: BAT 06/18/12 - _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 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 C 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/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMAIWDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) 1:15 — — — — —— — -- — _5.OF_6 TYPICAL HEAD ANCHORAGE C �®D98.- MIN.EMBEDMENT WINDOW SYSTEMS e lr MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE _ SEE TABLE 1 114°MAX.SHIM111 BY OTHES SEE TABLE 1 1900 SW 44TH AVE. OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS SEE TABLE 1 Alf , W W W.CWS.CC 1 MIN.EMBEDMENT �� SEE TABLE 1 MIN.EDGE DIST. BYRI INSTALLER SEALANT P j + + � SEE TABLE 1 8100 PVC INSIDE AND OUT , !r INSTALLATION ANCHOR '�`I!Li SINGLE HUNG SEALANT BEHIND " • .co ..I: , SEE TABLE 1 �I , IMPACT —FLANGE-BY-INSTALLER - - i�- —1/4'MAX.SHIM - __ I II min 111111 -- - - Q Z aZ - 1 II I- ❑W O a IUFJ W ZOZ D-'FZI-- - ��=a ❑ Qv15}OCC5[n PERIMETER SEALANT U- I-W Z I- 2 I BY INSTALLER Z z=2<iZujoo INSTALLATION ANCHOR INSIDE AND OUT OV U D,F=-1-d SEE TABLE 1 SEALANT BEHIND ❑Z Z j Z Z F-O(A FLANGE BY INSTALLER ¢ O Z U c6Z❑O V • } QLLu2i-°x0z B HORIZONTAL SECTION O_ 2 O I-0 CONTINUOUS DOUBLE 3/16"BEADS OFTREMGLAZE U1600 O TYPICAL JAMB ANCHORAGE Ia- } 0 T AROUND PERIMETER AT ALL INDICATED POINTS W z to W GO 0-4W/- d CO W _ A I BETWEEN FRAME AND BUCK BY INSTALLER. d -=0- =O LO 0 Z~0 W1.-� �� r 1/4"MAX.SHIM p, M o. p_ SEALANT BEHIND I.�_:T..7I + yyyyptugypr, FLANGE BY INSTALLER ` 1 1 ,O`yy P10RE11�rG'''. PERIMETER SEALANT II 7 '��Gp ��CENg�.,�Q,y,�� BY INSTALLER MIN.EMBEDMENT No 58201 "°:-A INSIDE AND OUT SEE TABL1E 1 =*: * :*= ` pro: a: SUBSTRATE BY OTHERS / - �. ' STATE OF :4„� SEE TABLE 1 I MIN.EDGE DIST. J �S F��4 R 10P�\V. OA VERTICAL SECTION SEE TABLE 1 —� �'4 S/ONAI$E %'`, TYPICAL SILL ANCHORAGE 1 �! ...l ,.._..... ._ 1 li 0 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS ��a LUCAS A.TURNER,P.E. BSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MI . GE DIST. 1 FL PE#58201 PECONCRETE(2.0 KSI MIN.) 3/16” W TAPCON 1-1/2" 1-1/ BYR SETEREREALANT 1239 JABARA AVE. IT INSIDE AND OUT NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"11W TAPCON 1" 2" PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" O HORIZONTAL SECTION 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON �1f4—' 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"11W 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, — 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 KW IK-FLEXOR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG B: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD CWS-812 C 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS - __ 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET -- — - -------- 1:2 6 OF 6