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HomeMy WebLinkAboutProduct Approval RECEIVED JUL 172017 FILE py SINGLE HUNG-LARGE MISSILE IMPACT GENERAL NOTES: (SHOWN WIDIFFERENT OPTIONS) 1.THE PRODUCT SHOWN HEREIN MANUFACTURED TO COMP COMPLY WITH THE FLORIDAFLORIDABUILDIINNG CODEED (FBC).CURREM 1MNDOW � EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE OW¢1 AND 19W SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCA LA.FLORIDA 34474 IN ASTM E 1996 PER THE FBO. wwW-CWS'CC -'-- 5+3'6' ---{ 2 GLAZING OPTIONS:(SEE SHEET 2) I OVERALL FLANGE WIDTH I 8100 PVC 3Lll4: 3.CONRGURATIONS:'Ol)r. -. 53 IfW MAX UNfT WIDTH-•ii OVERALL FLANGE WIDTH SINGLE HUNG _ 4.DESIGN PRESSURE RATING: IMPACT a815iJ -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND 4f GLASS DLO (� AMA](l1MT W1OTH GLASS TABLESASTM E-13DO-04-. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER m m 31]3[16' INFILTRATION TEST PRESSURE AND GLASS TABLES A is n Ii) 3t- 77 IW € ) I GLASS DLO��, ASTM E•/300-04. 0 0 o a LEAX OVERALII I I A 5.ANCHORAGE:THE 331!3°2-STRESS INCREASE HAS NOT BEEN USED $ 0 0 RANGE k T- -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET FOR ANCHOR w O R HEIGHT f I I I -F DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FWOOD w r¢m t 63 va• 1 I ANCHOR CALCULATIONS. m OVERALL I I LL O ZO 7T i DLO FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE THE IMPACT ROTARY x y ' I 0 2L LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL n 7 LINIT B B GLASS OPE RATION BUT MUST BE ENGAGED PRIOR O.EXPOSURE TO s w s;O w DLO HURRICANE WINDS AND FLYING DEBRIS. a a a¢ KNIT ( 7.ALL FRAMES AND VENTS FULLY AM WELDED.SMALL JOINT SESEALANT w wa 2 { I e H�GNT i I ,� USED AT FIXED MEETING RAIL AND JAMB. a N B.SERIES I MODEL DESIGNATION SH-8100. >>>a SASH 6 GAS { 3U1iJ16' 9.THE DESIGNATIIXNXANDO STAND FOR THEFOLLOWING: U m¢O_ HEIGHT /�. D O ! IMAX SASHv 11 X-OPERABLE SASH,O=FIXED SASH ! + i 6 II H� X SOS•' 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS W A SIMILAR P�O W TV�� LOCATKK .p?:'DENS•• Nps. ..-t 11.EXTERNAL WEEP SLOT a N4'.x 1-1T4'LOCATED 4'FROM BOTH ENDS. - No 58201 :P 2 !� C !-p A I 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36•x62-. ?9; .¢i I ) i I �:•. STATE OF al GLASS OLO-� GLASS DLO ,28' �'%acs•,<O R%O'p��:� MAx�SASH STH MAX SASH SaEr . Luc A.Tumer %.,S�ONA�lE�� 2015-04-09 12:43-04:00 ( �� 4/912015 j LUCAS A.TURNER,P.E. FL PE R 58201 1 t 1239JABARAAVE. {I{ { NORTH PORT,FL 34288 I PH,941-38D-1574 rSHE€r ERAL NOTES AND oE3CTuKc N: DESIGN PRESSURE GEN i LOCATION MAX.UNIT SIZE RATING IMPACT RATING ELEVATIONS TABLE OF CONTENTS GENERAL NOTES$ELEVATIONS-.1M ..,: LUTE: GLAZING DETAILS..............._2 NON-HVHZ 53-1/8"x 76" +/-65 PSF ADE 06flo108 SECTION VIEWS B ALT.FRAME_._.3 HVHZ +/-67.5 PSF DWcs: REV_ EXTRUSIONS 8 B.O.M........--------4 NON-HVHZ +651-75 PSF LARGE MISSILE IMPACT CWS-155 C INSTALLATION DETAAILS......6 HUHZ 36"x 62" +67.5/-75 PSF SHEET 1:1 1 OF6 ---78'OVERALL NSUTATED GLASS i I 7.1"OVERALL INSULATED GLASS �. R LB'ANNEALED -•-I r i 1!E'ANNEALED i 1900 SW ij I--- y--. LAMINATED GLASS 7/18'AIRSPACE -•— 7/16•AIRSPACE (OCALA.FLORIDA$N74. �_ WWW.CWs.CC i Yi6' i I YI6'LAMINATED GLASS ' r —m'ANNEALED �•-j-118•/Wt1EALm 810 PVC y—AW PVBINTERLAYERBY DUPONT II---A80'PVB INTERLAYER BY DUPONT SINGLE HUNG ! L—Ur ANNEALED (� - I 11W ANNEALED IMPACT - DURMEALBYTRUSEAL DUHASEAL BY TRUSEAL 18.PURFeCT GLAZEW ORSIKAFLEX552 118)PURFECT GLAZE-W OR SR(AFLEX 552 :n 40 55 I 1 ifl GLABITE VZ'GLASS BfiE o 0 0 W w O m - w r¢m o z 4 Fr a a f� 0 0 o a w 0 0 o y GLASS TYPE A SASH UTEE A >j 1 o FiXED.LITE ! i ` v In a Z ! `��puuhrgr �•` OREW �4 I 7i8'OVERALL INSULATED GLASS 71B'OVEMLL INSULATED GLASS PS'ti...wz I - 118•TEMPERED {{ --y I'T' � 178'TEMPERED ` C ENS4Lt�P2•� 7/16'AIRSPACE !--�—�-7/16•AIRSPACE �v'• No 58201 '.�P j I I 4 .1 LAMINATED GLASS Sh 6'LAMINATED GLASS ��.D•, t ��� 14•ANNEALED -�—VW ANNEALED .090' �_-OW PVBNITERLAYER BY DUPONT PVDUPONT INTERLAYER BY PONT S` �•�Cl�=�` 1I 1 1�8'ANNEALED I i VB•ANNEALED DUMSEALBYTflUSEAL - DURASEALHYTRUSEAL X� II 1g.PURFECTGLAZE•L{ORSIKAFLEXS52 I FBI PURFECT GLAZE x OR SB(AFLEX 552 19120] --f I T' LUCAS A.TURNER,P.E. I 1/2'GLASS RITE 112'GLASS BTTE FL PE 0 58201 j 1239 JABARA AVE- NORTH VENORTH PORT,FL 34288 I `— PH.941-38G-1574 ,i n SHEEfDE flIP . 1 4 GLAZING DETAILS f MiAWN BY: TE: ADE 06/10/08 DWG.: EY_ GLASSTYPEB- CWS-155 C GLASS TYPE B SASH LITE SHEET FIXED LITE 1:1 2 OF 6 WiERIOR iVANDaw SYSTEM ,3) 2t t9' 10 39 tl 21 15 3O 1900 sw 44TH AVE. i OCAIA,FLORIDA 34474 W Ww.CWS.CC- jL04. 0 a' 8100 PVC o SINGLE HUNG IRIMPACT m 1 m 26 S o o SECTIONVIEW B-B tw r¢m i NOTE LEFT SIDE SHOWS FIXED SECTION VIEW, m RIGHT SIDE SHOWS SASH SECTION.VIEW. 8 w O 30 c V m ELL > 12 « 2 OCC a n a 31 Ft 5 oa-o v) g S o 8 vmaz N. SR201 :-A^ 13 {g__ is It" O 75 z� LUCAS A.TURNER,P.E. 40 FL PE 458201 t6 1239 JABARA AVE. .v- NORTH PORT,FL 34288 j 41 PH.941-380-1574 t SECTION VIEW 6C cm SECTION VIEW A-A. SECTION VIEWS ALTERNATE FW FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36'x 62'. DMWNBY: DATE- FOR TeFOR UNRS 36'x 62•AND UNDER. ADE 06/10/OB DWG#: ITEMS NOT SHOWN FOR CLARITY: CWS-155 C 22,27-28,33-37,43-45 SHEET 1:2 30F6 PARTS Llsr FONSTRU TION NER RER7 PAme OTS[RIPTIDN MATERIAL VENDOR —3 1111. CONSTRUCTION �',�lttl4ninclN/(fGPUnUn 1 H6031 Frame Head,Flg,Single H PVC MIKRON 2 H6631 Frame Sill. Single PVC MIKRON II tt VYINDOW SYSTEMS 3 HEMI Frame Jamb.Fig,Sltgte Hu PVC MIKRON II 16•� j--2yt� OCA SWLORIDAE 4 H-1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK 2 T-}(-- 'f OCAFA•FLORIDA 34474 5 5.6063 Fixed Rall Coley PVC MIXRON 3 { 9 i e WWW.LWS.CC 6 H6027 Sash T Rai] PVC MIKRON 2 tt/16• 15,8- 15w 7 W1497 Reinlomement for STR ALUMINUM KEYMARK ( -1116• I q 8 H-M Sash Bottom Rail PVC MIKRON o 1—� t/f9 th6• CORNER WELD 81L PVC (ALLSIDES) SINGLE HUNG 9 H-1699 Relntoreemem la SBR ALUMINUM KEYMARK � is 10 H60N Sash Side Rail PVC MIKRON '— IMPACT 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-6031 PVC SASH BTM.RAR6028 PVC SASH TOP RAIL-6027 12 56064 Glazing Bead PVC MICRON pn $ 13 P3118 Ke ,Sweep Lock ZINC SULLIVAN iz 14 P3541 08 x 1/2',Pan Head,Tek STEEL FASTENAL 15 P4M Sweep Lock. ZJNC SULLIVAN t 31� 1 o O 16 P-4633 Bartel Fastener STEEL FASTENAL .r� � 1'12• �w o 17 Block 8 Tackle Balance STEEL CALOWELL I w H¢m 18 Purfect Glue-Wor Silcall 552 SILICONE HENKEUSICA 1__ _L_�-1 FIXED MEETING RAI. 1 m 19 Sash SEESHEET2 GLASSfFASTENAL L I 0 { SCREWED TOGETHER E WITH 1 0 0 w O 20 Fixed SEE SHEET GLASSL -vt6, 11 21 P3429 Wstp.,0.270x0.187back FlnSeal NYLONB 3911x• 0 15'a• 2178- --x-7116' to $$ z> 22 P4638#8 x 2.1/2 PH Mod Truss.Type A.TEK STEELAL I q —1116• w w i O LU 23 010 x 1 1!2•Panhead SMS STEELAL 1—" j c o c a 24 Flat Washer STEELAL t_t•_ w w¢ 25 5.6014 Screen Catch PVC t PVC SASH SDE RAIL-6004 FIXED RAIL-:1838 26 S6013 Screen Support PVCN pyO R1AAtE FI4E048 27 P-0051 08 x 1 1/4•Ph Fh TEK.WhL ZINC AL 28 P3748 06 x 0.625-Wad Fh TEK,Whi. ZNO. FASTENALO m¢i 29 1 P3783 1knpact.Lock STEEL INTERLOCK( `1144...4.... 30 P-0254 08 x yI4 FH PH wf06 Head.TEK,Wht STEEL STEEL FASTENAL RLOCK1 5+16-y 6'16• 1 iis- ,`� G E N,9'-.µ' V 32 P-3218 Screen Frame ALUMINUM ALLMETAL 71/8•-+ S I I •P; 1 33 P-=1 Screen Comer Key PLASTIC M&M lie' s-- t yt6• ' j � (, _�v.' No 58201 '•A G 34 P3228 Screen Spine RUBBER DAPA `I ------}}}-���------aaa _ 35 P-3581 Screen Cloth VINYL WIER L `itc L L--tlt6- �_ �5• r �1/16- �: # •,m� 36 P3033 Screen Spring STEEL HURLEY PVC SCREEN CATCH-6613 PVC FIXED RAL COVER-6063 PVC SCREEN SUPPORT-6014 i9•• STATE OF :rL: PVC SASH STOP-6025 'O s 37 P3029 Sateen Tab STEEL HURLEY %;F �O R 1 Q'G�2�.` 9 2' RUBBER FRANK P376B 08 x 518 PNl Pan Znc ZINC FFAS E ENAL 40 P-4479 WeepcD4er PLASTIC MSM 41 P3113 Screw Support RUBBER TEAM 3'4-----= tr4-�: 42 P6025 Sash St PVC MIKRON &4' 3hC,, 43 P-3059 ISnh Cam PLASTIC mam 3-� 1t ty16 I_J u i• _ 718• LUCAS A.TURNER,P.E. 44 P3285 Take Wt pip STEEL SUMMIT 1116 }_l� 7116 1116 j__ FL PE d 58201 45 P-3342 Seam Sealer SILICONE SCHNEE 1239 JABARA AVE. 46 P3752 Hole Plug PLASTIC M6M REINF.SBA1.&S.R.-1498 REINF.STM RML-1699 REINF.TOP ML-1497 PVC GLAZING BEAD,6064 NORTH PORT.FL 34288 47 H6048 Frame Head.FPL Single Hung PVC MIKRON PH.941380-1574 48 P-0959 IWStp..0.420 X 0.187 hack NYLON ULTRAFAB SHEET DES�CRIPTM: 1 BOM AND EXTRUSIONS 3116-1I DRAM BY: DAM - 41 ADE 08/10!08 �-� SCREW SUPPORT-3113 CWS-155 C NOTE:ALL Emu ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCAL" SHEET 12 4016 MNNDOW IIMM 6,MA)L(TYP.)-- ; 4-MAX(TYP.)---� Ir MAX O.C.(TYPJ 1900 SW 44TH AVE 6 MAX-(TYP.1—T I I 4'MAX(TYP.) I OCALA.FLORIDA 34474 i ANCHOR AT 6oDSPAN 4-MAX MT.) ITS'MAX O.C.W-) WWW.CWS.CC { 4'MAX 0W.) L 6.MAX QYPJ I 8100 PVC 6 i- -- -- SINGLE HUNG tr —LL O R�'�A O.C. O {- '- IMPACT MAX O.C. L 10 73116'—1 O MAX O.C. O °D L MAX O.C. (�'-) a�niti utDxn. (TYP.) '0 0 0 a'(TYP.)-� T r �uronul w r¢m if b-(7YP.)— X X 4'(TYP.1 X �( m w O 1 < In 4 4 W 0 o a n ANCHOR LAYOUT-(fLANGEI ANCHOR LAYOUT-IFINI ANCHOR LAYOUT-IFLANGEI ANCHOR LAYOUT-IFlN) i< <N 5¢ES OYEH36A6r SIZES OVER 36-:6r SSS 36.62'AND UNDER SIZES 3E.6r AND u mER a Stu >>>a j OmQZ I �•,PNp�w,rG 'v' No 58201 •'�P NOTES: Z9;- STATE OF .•�� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. O�cA. O R 1.. 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 114'.USE SHIMS WHERE SPACE GREATER THAN 1116"M 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 M THESE DRAWINGS,SEE TABLE 1,SHEET 6. I 4/92015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR.MATERIALS IN CONTACT W ITH PRESSURE TREATED WOOD MUST I LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. I FL PE#.58201 I 1239 JABARA AVE. C 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 I NORTH PORT,FL 34288 I SPECIFIED IN TABLE T.SHEET 6. PTH 941380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALT.BE BEYOND WALL DRESSING OR STUCCO.FUR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. 'ET OEsctuPT 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 IX BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. C NOTES 7.A MINIMUM CENTER-TOZENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-FOR MASONRY,1•FOR WOOD AND METAL MAWNSY. DATE, B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCH RECTOR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE ADE 06!10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. - Irxo r CWS-155 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: FMNAAMA 100(FIN WINDOWS),FAIA/AAMA 2D0(FLANGE WINDOWS).RdMNDMA 250(BOX WINDOWS),FMA/AAMAWDMA 3W(EXTERIOR DOORS) SHEET 1:25 5DF8 MIN.EMB TYPICAL HEAD ANCHORAGE SEE ABLE (--SUBSTRATEBY V-Wi111(LW�(luli IJ(�/j y—MRL EDGE DIST. /l4'MAIL SHIM---� - + SEETAABELRE 1 MIN.EDGE 01ST.---� SUBSTRATE WIN�W K%1 r-- BY OTHERS 1900 SW'447H AVE SEE TABLE SEE TABLET I --T" I SEE TABLE 1 OCALA,FLORIDA 34474 i SUBSTRATE BY.OTHEASI I14'MAXSHtM_ �-- WWW.CWS.CC �. – I SEE TABLE t �`y __ _ { I MW.EDGE DISI. 1 SEE TABLEt �. PERIMETER SEALANT sEErAeLis°i { -— 8100 PVC BYINSTALLER i eiEON RT- MS SINGLE HUNG RNSIDEAN D OLIT ' ENT SEALANT BEHIND UK TA„LEI IMPACT FLANGE BY R6TALLER 11<'FULL 5111M O �-PERIMETER SEALANT of �—PERIMETERSEALANT BY INSTALLER $ c 0 BY INSTALLER INSIDE AND OUT i INSIDE AND OUTNSTALLATION'AN�FiOR a O> RWALLATIQN ANCHOR —SEANANTBEHIND SEE TABLET W�¢m SEE TABLE T RANGE BY INSTALLER SEALANT BEHIND y FRN BY INSTALLER v W Z ( B HORIZONTAL SECTION (C HORIZONTAL SECTION 1�Iz y '6 TYPICALJAMBANCHORAGE ' TYPICAL FIN ANCHORAGE O HEAD AND SILL SIMILAR FOR FIN INSTALLATION $ $fe Z> SwwO1L 5 a a F p W O V.f MAX BRIM 9!g R N SEALANTBEHRro >>> FLANGE BY.INSTALLER \ Lz U m Q Z PERIMETER SEALANT MIN.ELM I 1 W 24STKLERE AND SEE TABLE IIS ,�P1IpREW.j g., No 58201 •:11 SUBSTRATE BYOTHERS SEE TABLE 1 MIm,.EDGE OST. SEE TABLE I VEFITICALSECTION X91. STATE OF �Nu: l6/TYPICAL SILL ANCHORAGE pt'N=�`� 4 S �ONA logo �'sN•` TABLE 1:APPROVED INSTALLATION FASTENERS FRAMETYPE SUBSTRATETYPE ANCHOR TYPE. MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. 01 FLAPJGE CONCRETE(20 KSI MN.) 3116'ITW TAPCON 1-1? 1-118' 39 JAB RA A PERIMETER SEALANT--- 1239 JABARA AVE. ' FLAPXiE HOLLOW OR GR OUT I LED CMU(117 PCF MW.) 3//G'ITW TAPOON 1' 2' BY INSTALLER NORTH PORT,FL 34288 tNS40E AND OUT FLANGE CONCRETE(2S5 KSI MPI) 3116'ELGO ULTRAGON 1' I. D HORIZONTAL SECTION PH.941380-1574 FLANGE GROUT-FILLED CMU(ASTM C-9D) 3116'ELCO ULTRACON 1-114' 2-112' a BOX FRAME INSTALLATION ET uFstAi_fTT i FLANGE 2X MIN.SOUTHERN PINE(G.&W 3116'ITW TAPCON 1318' 718' HEAD AND SILL SIM LAR FOR BOX INSTALLATION OR ELOO ULTRACON INSTALLATION DETAILS FLANGE 2XMRL SOUTHERN PINE(G.0.55) 410 WOOD SCREW 1-318' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, puYM 6Y: a 16 GAUGE(0'060.) MN.STEEL STUD &10.16 KLTI KW8(-FLEX OR IIW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7l7116" ADE 06/10!08 (J3 KSI YIELD MN) TEKS SFIFDRILL9NGSCFIEW -THRU 0.060' -MIN.1f4'FlLLET OF CONSTRUCTION,GRADE ADHESIVE CAULK IS APPLIED- 0f: 118'ALUM.(6063-75 MW.)OR 910 GRADE 5 SELF-TAPPING f FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1Ar STEEL(33 KSI MIN.) DRB.LWG SCREW THR U 0.125' 711E -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-155 C FN 2XMW.SOUTHERN PINE(G.0.55) 98 WOOD SCREW 1-1/2' 7116' SHOWN FOR FLANGE WINDOWS. SHEET 12 6OF6 GENERALNOTES: �7q�a(�j� SINGLE HUNG-LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT owmm 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. W W W.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53+/B'MAIL OVERALL FLANGE WIDTH 8100 PVC 51 716MAX UNIT WIDTH 3.CONFIGURATIONS:'ODC. SINGLE HUNG ' DESIGN PRESSURE RATING 4717/+6'GLASS DLO 4 -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER DI INFILTRATION TEST PRESSURE AND GLASS TABLES c ASTM E-1300-04. m f o o ANCHORAGE:THE 3311J"/STRESS INCREASE HAS NOT BEEN USED MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FORANCHOR Y F- OVERALL I 1 DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w m m FLANGE ANCHOR CALCULATIONS. m HEIGHT B O LL O I B GLASS 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE GSS DLO NOT REQUIRED. " N I I 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w 6134 1 1 USED AT FU(ED MEETING RAIL AND JAMB.MAX w a UNIT B.SERIES/MODEL DESIGNATION SH-8100. a o() U 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢o X-OPERABLE SASH,0=FMD SASH m<Z 30 3116• 1 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SSASH I + GLASS LOCATION. HEIGHT X + e DLO 11 EXTERNAL WEEP SLOT=1/4'x1-1/4•LOCATED 4'FROM BOTH ENDS. p�- CEFig•TG•A� 6 w4.:s F•'N-1- No 5R201 * ILL— OF 9�.. STATE :4141 s A 45„16• z2 GLASS DLO 483W 4/11/2015 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 O m BY: DATE GENERAL NOTES B ELEVATIONS-1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL...__.__._..____2 MAX.UNIT SIZE IMPACT RATING SECTION VIEWS........_...._.---._..3 RATING DWG EXTRUSIONS B B.O.M.__._._..._.__4 CWS-812 B ANCHOR SCHEDULE B NOTES___..5 51-7/8"x61-3/4" +/-70 PSF LARGE MISSILE IMPACT i - INSTALLATION DETAILS.._._.._.___6 SHEET 1:15 1 OF 6 WINDOW SYfvo�L:� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT �2 v 'ma 00 719'OVERALL INSULATED GLASS 7B'OVERALL INSULATED GLASS g w m m 1B'ANNEALED OR TEMPERED 1fB'ANNEALED OR TEMPERED m 7119'AIRSPACE 7/1C AIRSPACE m Z O e y 5/16'LAMINATED GLASS 5116'LAMINATED GLASS ^• > $o Z w 1/8'ANNEALED 118'ANNEALED w Q .090'PVB INTERLAYER BY DUPONT .890'PVB INTERLAYER BY DUPONT c cc o a 0 V 1/e'ANNEALED 118'ANNEALED p W DURASEALBYTRUSEAL DUflASEAL BYTRUSEAL w¢O PURFECT GLAZE 91'OR SIXAFLEX 552 s PURFECT GLAZE'LP OR SIKAFLEX 552 m C 2 `,,`TTIti111rt/r�r' 1 IJ7 GLASS BRE 14 1?GLASS BITE •..•T(7/ice DREW ry ,�GP5.4�GEN8F••'py i No 58201 '9' 1 � �D X91. STATE OF .•�� SASH LITE r� FIXED LITE 4/112015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS O ml. DATE BAT 08/18/12 MG r. CWS-812 B SCALF SHEET 1:1 20F8 INTERIOR WNW ESTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 1 13 ® 8100 PVC D o SINGLE HUNG Ali IMPACT to 6 3 1 19 4 wm m SECTION B-13 to NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, LL '0 0 RIGHT SIDE SHOWS SASH SECTION VIEW. o ' y r Z W w a id y Q 2 U �U W �Q O 1 INTERIOR DT<z 9 �NfpllBI% T�4 e `JGPy.`�CENg�G�Py��: No 58201 I. '9•. STATE OF to _ s 10 Ile o�''hp��NA1.EN`��u z� 1e 4/11/2015 6 LUCAS A.TURNER,P.E. 2 4 FL PE#58201 1239 JABARA AVE 0 NORTH PORT,FL 34288 0 PH.941.980-1574 SHEET DESCftIKT : SECTION A-A SECTION VIEWS DMWN BY: DATE BAT 06/18/12 DWG': EV_ NOTE:ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,5536,64,67-68 SHEET 12 30F6 PARIS LtST FRAME CORNERRUCTION (1lU/ ITEM PARi9 DFSfA1PRON VENDOR MATERIAL 31AT' CONSTRUCTION 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikmn Vinyl tyylplpplp/SYS'TEHS 2 H-W31 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl t 1 15176 1900 SW 44TH AVE. 3 K-W31 Main Fr.,SH,w/Flg.,PVC,L Jb. Mikmn Vinyl 2 OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R Jb. Mikmn Vinyl a W W W.CWS.CC 6 S-1577 Ipact Hook Keymark Alum 3 t0 8 H£027 Sash Meet.Rail,PVC Mikmn Vinyl 211/16• 1 5'B' 1518• 9 H-1497 Reinf.Sash Meet Rail Keymark Alum L t/t6. 1/16' CORNERwELp 8100 PVC 10 H-6M Sash Bottom Rail,PVC Mikmn Vicryl 12 H5004 sash Side/i Bot.Rail Mikron Vinyl (ALLSI E9) SINGLE HUNG 13 S-1498 Reird.S.B.RJS.S.R IMPACT PVC SASH BTM.RAR�028 PVC SASH TOP RAIL-6(12714 5.6064 Glz.Bd.,7/8' Mikmn Vinyl PVC FRAME FLANGE-SMI R 18 S-6013 Scm.Adapt.,w/Nib,PVC,Hodz. Mikmn Vinyl u1 w 19 S-6014 Scm.Adapt..PVC,Veit. Mikmn Vinyl 1 12 m co¢ 0 0 23 H-1699 ReirdomemanL SBR Keymadc Alum 7rs o 24 P-2190 Balance BSI 9116. 1 t Y •- 25 P3 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikmn Vinyl 13116• w059 Sash Cam,PVC BSI Plastic w m m 26 P3046 Take Out Clip BSI SS © 1 sw 2 t/6 FIXED MEETING RAIL En 27 P-3783 Lock,Impact,PVC Intedock 7116 SCREwOED T�DG SER wfTH m �, O 28 P-4089 Keeper,Impact,PVC bdedock Zamac 1:6 e N RE NF.,IMPACT HOOK-1112 30 P3215 We Cater If Flap Gaer Plastic $w Z w 32 P3429 Wstp.,0.270 x.187 back FNseal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a¢j¢O Q 37 P4638 #8 X 2-1/2 PH Mod.Tmss,Type A.TEK 2 Faslenal Steel 38 P3768 #8 x 0.825 Ph PH SMS Hub City Steel 15116•�I 39 P,'t W#8 x Sea Ph FH TEK,5504 WM. Hub City Steel 1 I 1rz- t 5176 t t a w 40 P-4264W#8 x 3/4 FH PH w/#6 Head.TEK,WM. Hub City Steel r'r—{Ilpll`I '}�I)�I 44 P3342 Seam Sealer,SM-5504 Schnee 7/8' 1 SI16 is 45 P3752 Plug,1/2•Hole M8M Nylon L 1It6 tlar 1/76 m a z IL 47 P3438 Sikaflex 552 or Pudect Glaze•H• Sika/Henkel 1n6 44pumvg4j4 48 P3352 Set.Elk.,85 Dur.,1/80x5(8•x 2'Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6Di3 PVC FD(ED RAIL COVER-6063 PVC SCREEN SUPPORT•6014 ` P p,14OREW jG4 51 P31181 Temporary Lbl. NFRC/DP) ,.`GQ°;VOENSF•.'PZ 52 P3613 CWS LM.pogo) Pm label yg- ��;• F 63 Sash SEE SHEET GLASS 31a• 314' t/4• f-- ; No 58201 --P 54 Fixed SEE SHEET GLASS WIVE 16 56 P-3281 Spacer Dunu;eal 6, —'� t3 76116• Ilr�l 1/16' 1. 0 62 P3218 screen Frame,Hodz. Allmelal Alum T 7/16• L L� 1/1 s• j 319 C STATE OF ./O� 63 P3218 Screen Frame,Vert. Allmetal Alum y Allmetal Plastic RF7NF.S.BAJSS.R-1498 lcS.'/`�OR1VF'0�2� RF]NF.BTM RA1-1699 REfNF.TOPRAR-1497 PVC GLAZING BEAD6064 er 65 P3581 Screen CI64 P-3321 Screen o h.188xx 16 Fiberglass Beherwe Fiberglass SION...10 fib P-MB Screen Spline,.155 Dia.,Blk. Da Vinyl 67 P3029 Screen Pull Tab Summit Alum 68 P3033 Screen Spdng.SS FL Screen SS 70 P3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rall Keymark Alum FL PE#58201 72 S-6DM Cow.Fixed Rail Mikmn Vinyl 1239 JABARA AVE. 73S•1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2•,Pan Head,TEK Fastenal Steel PH.941380-1574 1? SHEET DEBCmPTxw: UNE REMS NOT USED: 31t6•� 5,7,11,75-17,21-22,29,31,33-36,41-43,46.49,50.55,57-61.691 f�3• y BOM AND EXTRUSIONS TO SCREW SUP® DnAmay: DATE BAT 06/18/12 Dw P: v_ CWS-812 B SHEET 12 4OF6 WIN 6•MAIL(IYP.) 17'MAX O.C.(TYP.) 1900 SW 44TH AVE 6•MAX(M.) OCALA,FLORIDA 34474 W W W.CWS.CC I , SEE NOTE 107? 8100 PVC MAX O.C. O SINGLE HU NG ITY— INIMPACT ANCHOR OYP.) N N_ o p --Ly,p MM1 Y F W m m 4•(TYP.) I W p 0 Y v P W 10 11T MAX O.C. RYP•) c�a_ =U Eiz V W �¢O W(TYP.) NO ANCHOBSREOUIREDINSILL `9 GE NW'rGq�i. ANCHOR LAYOUT-LAYOUT (RANGE) :!� �'` SF•'•,Z�y �y'••No 58201 'A NOTES: 9•; STATE OF .•5!S 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL IT` 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1W.USE SHIMS WHERE SPACE GREATER THAN 1/16•IS PRESENT.LOAD BEARING SHIMS SHALL BE S.siy 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. 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 N 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 CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE SHEET DESCRI"r N: 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-TOZENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3•FOR MASONRY.1'FOR WOOD AND METAL Dmwx eY: 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 TABLE1.SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. D r. .. CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAM/DMA 250(BOX WINDOWS),FMAIAAM/UWDMA 300(EXTERIOR DOORS) 1 SHEET 1:15 50F6 TYPICAL HEAD ANCHORAGE [11W MN.EMBEDMENT WINDOW SVSIEMS MRL EDGE DIST. SEE TABLET SUBSTRATE BY OTHERS 1900SIN 44THAVE. SEE TABLE 1 1/4'MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WWW.GW SEEEE TABLE 1 S.CC BLE MN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC Y INSTALLER �OAI 7 SEE TABLET INSIDE O INSTALLATION ETAAB EI IMPACT SINGLE HUNG FLALANTY NIND FLANGE BY INSTALLER 1/4'MAX SHIM PERIMETER SEALANT Y F BYINSTALLER E¢> INSTALLATION ANCHOR INSIDE AND OUT w m m SEE TABLE 1 SEALANT BEHIND m FLANGE BY INSTALLER P 0 0 <sw m XORIZONTALSECTION CONTINUOUSDWBLE SEALANT ROU D 6 TYPICAL JAMB ANCHORAGE 2 p IU PERIMETER TALLSEALANTAROUND BETW E N FATALL INDICATED POINTS w BETWEEN FRAME AND BUCK BY INSTALLER w� o U 114'MAX BI SH ¢ v w SEALANT BEHIND ¢o FLANGE BY INSTALLER m¢O Z PERIMETER SEALANT \1\\11111!! ! BYINSTALLER MIN. ETO/I�BLE� T \PL30RE{y lj... INSIDE AND OUT `O4p�?.•�GE NB ,.\\ FG�tiyi w' No.58201 SUBSTRATE BY OTHERS SEE TABLET MIN. GIST. SEE TABLE 1 A VERTICALSECTION 6 TYPICAL SILL ANCHORAGE 4/Xx TABLE 1:APPROVED INSTALLA17ON FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIILELISEDUENT MIN.EDGE DIST. FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE CONCRETE(2.0 KSI MR) 3/16'TIW TAPCON 1-1/I 1418' BYINSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MR) NIS'TTW TAPOON 1' 2 INSIDE AND OUT ,BPH.941.980-1574 CONCRETE(285 KSI MN.) 3116'ELOO ULIRACON 1' 1' 6gp¢ T FRAME INSTALLATION DEWRIPTIDN: GROUT-FY-LED CMU(ASTM C=A) 3116'ELCO ULTRACON 1-114' 2-1/2 FIF11D AND SILL SIMILAR FOR BOX INSTALLATION 3/16'fTVY 7APCON INSTALLATION DETAILS 2XMIN.SOUTHERN PINE(G=0.55) 1lv8' R 7!8' OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE ANGE, 2XMIN.SOUTHERN PIE(G=O-%l 910 WOOD 1-w 7/8' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: Dw'"^'1 BY: oATe 16 GAUGE(0.060')MR STEEL SND 810-16 HL71 KWK-FIDLOR NW FULL THREAD BAT 06/18/12 (33 KSI YE MIN) TEKS SELF-0RILNG SCREW TFOiU 0.060' 7/16' -MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED r. V. INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B 1/e'ALUM.(6063-75 MN)OR 810 GRADE 5 SELF-TAPPNG/ FULLTHREAD 7/ts -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS iIr STEEL(33 NSI MIN.) DRILLING SCREW 1HRU 0.125 SHOWN FOR FLANGE WINDOWS. ' SHEET 6 OF