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HomeMy WebLinkAboutPLANSTABLE .DF,CDNfENTS: HORIZONTAL SUMER- NOWIMPACT I AGE NE ERAL.NOIES.: t THE PRODUCT SHOWWREREN IS DESIGNED AND MANUFACTURED TO COMPLY WM ( THE ELDRIDA;7T11LD1NG CODE 0()).`CUf19ENT EDITIONa 2. GLATNGAP[IONS`4SEESHEET2j •, .+•�•�-Vt•a.�.-. 3. CONFIGURATIONS:"OX?OR'"it0.;.,y,.- 620 PVC 4.DES1GNPRESSURERATINISEESHEFT" b -NEGATNEDESIGN LOADS EASED ON, TESTEDPRESSURE AND H.ORIZ.SLIDER GLASS TABLES LOADS BAS -POSITIVE STIAD130(1-CD ON. TESTED ?RESSUREI WATEff NONE 7fNPp {_TTl-fTITi� INFILTRATION TEST PRESSURE AND GLASSYASLES ASTM E4300 04. ) `+ 9. SERIES X MODEL DESIGNATION HS§1A: S•X-OPERIAIR SASH O`6 FAXED SAS6'R"THE FO,CLGWING!:. 10. SECTION CALLOCITSAPPLY TO'ALL ELEVATIONS.INIA 91MILAA LOCATION �U , 91 EXTERN94'W EEP SLOT,,:5F1E x8h8• COCATEp 44/2-F$OM„ '. SOTH�ENbS.• V MA)(IINIT ' '�0fl mm. RAIL C1�SIGN.PRESSMRE RATING, IMPACTIiA7fN.G 74"x 83" NO7 SEE COMPARATIVE.ANALYSIS CHARTS; SHEET 2 NONE, Lucas A. Tumor 20'(5.04 27 21:0"4:00 k GENERA NOTES AND' E7, „ATIONS EMK o8723114 W&1031 y ,A A ^ SHEET 1t25 1.OFB1 FLANGE WINDOW DESIGN PRESSURES FOR [-0UAL 9PLI7"O%" or"%O" WITH GLASSTYPE9'A, S. C, OR'0 .. _ Unit. Maltwi9h{ Width 351/2 39112 43112 47 V2 111 .S5112 1691/2 63 3717 .+30/-75 +50/.775t. 5".. +50 +50/75. - +50 7S.' -.+50 -75 40 75 -f9005 : 1900 SW4ZTHAVE, •CALkAORIDA34474 43112 +50/ 75. +SO.f-75-.` +SOPS +50'/'-75 t0/•75 +0 -75. +0/-7S +501,72:6 7B"OyERAII OVERALLWWW.CWS.CC +50/45 +Oi-75 +50 -701 ti.0 ^ 51/6'ANNEALED ,77181 1!6°TEMPERED+0/.75 +50/-78 +50)76 +50 •75 + •5 +50/-74 +50/ 675 +50/-6211+SO-TS +50 -75, +0/-75 01- +50 -71.3 +0/-65 +0/•60.4 - 9116" AIRSPACE WIVAlRSPAC.E 620 PUC+50175 +50 -75- +SD75: +Sp/-75' + +50/-68.1 +0/-62 +50 -57.5 VW ANNEALED Iir MiPEPEO HORIZ. aSIUDER 0112 +0%679 +50 -6T9. +0 -67.9 +0/-67.9 +0/-679 +0/-654 +0/.59.4 .. +50 .Lr 671/2 +50(-0.1 +50 •0,1. +0/-0.3 +0 0.1_ +0 -0.1 +0/^0.1 - +0 •57.2 +0/-5N9 FLEX552OR. SIKAFLEX652DR NOWMPACT ]t f2 +0/-53:6 .+0/-5J:6..., +0h53.6 +0/-53.6. t0.-53.6 +0 •53.b FO/-53.6 +0/:51 3G PIIRFEGT GLAZE"H'. 36 PURFECTOFIAZE°N"': ' 14 .+0/-SO:l +50/-50. +SO/•SQ..0 t0 -0 �SIKI S56tTE 51J._GLASS 6ITE .0 F< FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "Ok or "XO" WITH GLASS TYPES A, S, C, OR 0 $ P Unit _ WIdM 051,2 39 112 43172 47,f12 61112 554@ 59172 83 39112 +01.75. +0/=5 m +SO-75' +50 .-75 .+0175 +0 �5 F0 •70.6 O Q M +SO-75" +SUG+75 0/ 7S +50/-75 +0/-5 +0/-70.1 +501-654 47112 +50/-75 +0:=75 +50/-5 +0/-75 +0 -71.5 +0 -65,5M +50 AS' +0/-15 40/.75.:: +01-74,5 +01-67.S #0/-61"7 +0/-57.4 56 U2 Y50'/-75 �+0 =75 +50:_S : +0 +5: +50 •71, : +0' _631 +50 5&5 +50-54.4 ,.ff A 69{72 t0 -69:6 +50/�69.6 +0/•69.6 +0/•69.6 - +0/-6& +0 -613 +0)-ss.s 40/•5L8" 6 B3 Tf4 VA/-6Li +0 -611 +0 r61A ,+50 -6L1 '.+50)•61.1 - +0 •58.9 " +0 -51S +49S -435 GLASS TYff,GA GLASS TVP,F+`,$ O. 67112 +0/•541 A0 -54.1 _ +50 341 +01,-S4A +0/-54:1 :+0 -54,1 +0 -SLS +47jiV 475 p j1 1/2 r4482'h 4&2 +4&2/,4&Z, N4&2 -4&2 445.2/-48.2 - +4&2 4&2 . M5.1/-461 5 +4S21-&2 455876' bvEK&L 1111" OVERALL z., +45/-45ids -45 45/.45 +45 -45 241,745 -EAE3n8 Au74 iRB'AIFiSPROE ( _ .-•-.•7/1G"'AIR5PACR �QA+i2jlOR${y�4♦Li y, ANORRANSEWINDOW WRH2Ot1 NTORAILIBNKI)MIGNPRIM31I WgEOUALSPLrr"Op(°Or 7t10 WIG710LASSTtPAS CORD 1'Y6" ANNEALED -3/16' T� PERED ^1w.. ...... i+v.0.4G Unit HM1 SKFLEX'5201KAFLEX:5520R Unit P36 PURPECTGLAZE°H' URFECTGLAZE'R"w SS i� 7AA��1: :'^7; No 158201 Width 35112 39,112 431/2 '471(2 MA/2 651/2 Ella 63A/2 .671/2 '72 #; ,k _}, 391/2 +50/7S +50 -75 +50/-75 4501-75 +0/-75 +0/ 75 +01.5 +0)r75, +501;75 +0/•75 '�`,''Iy' 43 VZ +0/.79 +50/75 '+50/75 4SO -5 +0/-75 r+0/a75 *50/,75 +0/-5 +0 75 +0/r744 � � 516'GIA S`DITE YB'GLA66 SITE Ow 74 0TI4TB 4P� mo, 471/2 +50 .75 +50/•75 +50 .75 +5075 +0 •75 +0 =75 +0 -75 +0. .-5 +0 -74.9 +SW-693 /4'6j(kLA LO:r`�ww 65172 +0/ 75. +50/-75 +50/'75 +0/'•75 +50/.5 �+0'.75 45p75 +500/ 71.9 +5-66.5 i504614 ♦♦♦s jQ nEN6t� 59112 t0 -T5 +501.75-401-75 +50/-75 +0 -75 : ^M/"75 401�Xfi +50 -68.4 +0/-632 +0/-02 0V2 +5UP67.9 +0/-67.9 +0/-6719 +0 •6T.9 +0/-67.9 +0/•67.9 t0 -67.9 +0 -655. +0 -60.4 a0 -55.5' 671M +SO -60.1 +50/', 60.1 +01 .60,1 +0/-60:1 +0 -SO1• +0.-601.,+0 ,50.E k0/1611- 40 .57.9 450 -53.2. 71 1112 +50/i53.6'. +0/-53;6 +0/•53.6 +0/,$3,6 +%Aj,53.6. +0 -536 +0/-53,6 4SD."-53:6 +50/-S3.6 +50 -51.2 - � ICUCASA- TURNER, PtE. ;. 74 t50 -50:3 a50/-0...;+0 -0 f50. •0 +0/-0 +50/-0 +0 •0 i0 •0 +50 -50 +0 -0 FLPE#562U1 - • 1239JAEARAAYF: NORTHPO0,,L342S8 t'S GLASS TYPE C GLASS Wk D Fft §d1S60>t67A _ liE IFi?�pRE"U�2 _. GHARTw^ 7ll'1D GU421�G b67AILffi z ENK- 09723114 NOTE:: Ows-t0a( IFsrz ,1NTENOED IS N6T8HOWN; USE NEEI,,7 LARGEER'.612E;. E^ . " 9HEE":T SECTIONVIEKA-A ITEMS NOTSHOWN FOR CLARITY' . 7-8. 10"m 15,10*21 'SEOTIOMVI%og I ALTERNATE Ff 'FRAME INTERIOR SECTIONNIEW. D We -RAIL RE" FOROE .. �M I ' 'D-N"6RP "'O'R E ,OliVNITHEIGRTSASO Q6 OV6 HIDRIZ,'SWPER N0144MPACT SECT40N VIEWS A 4 PVC MAIN FRAIJE-H;0127 nGToPIPM RAIL H-6140 �11111161-- 10 F ET; PVC INTERLOCK RAIL, H 6135 PVC DRAW RAIL - e139 ALUM IWERLOCKS-2029, FYb6LAZNG..8.EAb-S-G.mf 620 PVC HORIZ. $LIDER NdWIMPACT F IVIlow lHt F�0elTA 562O0iit 91 Na /33, -Q Iw I 1(r -F I 4v A.UlA)RMNF9-2043 AWMREJNF.-S-2044� ALUM RdINP.- §-2005 ALUM'APINF, —S-Z004 list 'ps r f mw X16' 4MV2 015 T V16, LUCA SA..TURNEPPE, R. E 0' ALLIM�RmLtR TRAck - $-2636 ALUM EXT. REINF. - s�mi PVC COVER - P-5400 4239,2828AM11 NORTH PORT; FL34M ;PH. 941�00.1574 FA NOTE-.AL1 EXTRUSIONS AREALLimpuM 063-T6 , UNLESS ANCHOR ATMIOSPAN S 7 gyp) - 6' MAX (m) FOR UNIT HEIGHTS OVER 63'(TYP.) 1 tj 6- rryp.) W MAX TYPj I ANCHOR LAYOUT -IFLAW51 NOTES: 1. INSTALL ONSANCHOR AT EACH INSTALLATION LOCATION.:SILL ANCHOR Z SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING St CONSTRUCTED OF. HIGH DENSITY PLASTIC OR BETTER.IWOOD,SHIMIS AF A LYP _,T+-FIN Noral .80; 0 MIGmL GREATER THAN 1116' IS PRESENT. LOAD SEARING SHIMS SHALL Be 3. ANCHOR lWk, SIZIE, $PA6INp AND EMBEDMENT skA-LL Be AS SPItCIF(E) IN TRE-SED*,WINdS,SEE TABLET, SHEET 0, 4,ALL INSTALLATION ANCHORS MUST BE MADEOF 6F OR PROTECTED WITH APPRROSION RESISTANT MATERIAL 09 COATING: DISSIMILAR METALS OR "EAW4 W CONTACT WITH PREBSORE! TREATED WOOD MUST BE PRONOTED.-TUFFIEVENT REACTKDN. S, INSTALLATION ANCHORS SHALL Be IN,ACCQHDANCE WITH ANCHOR MANUFACTURER'SJN$TALLATIGN INSTRUOTIONS.ANVANCHOR$ $RALLNOT BE USED INSUIBSJR41ES WITH STREN03115 LW N, T ANTHE-iWNjMdM, SPECIFIED 0 TABOE4,SHEET 61, 6. ANCHOR EMBEDMENT 16 SUBSTRATE S14ALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,,EMBEDMEN r SHALL Be BEYONCOVOOD 81.16M. TrUSED, INT6,41JOSTRATE - IXSUCKS ARE 'OFTIONAL 7,AMINIMIU CENTERTO-C-EIMASPACINGt Im -HALL BE MAINTAINED egf�WEeJNALL FASTENER T FOR MASONRY,'„ I'FOR .VVGdb AND METAL 8.VfOOD OR MASONRY OPENINGS, BUCKS AND13OCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS 101IIEBTAIJOTURp- SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RECUMEMENTSAS SHOWN IN TABLEt-SHEET6. CONCRETE AND MASONRY SUBSTRATIESMAY NOT BE CRACKED:' 620,PVC, HORMSUDER NON4MPACT 5MK PIE'. TVPICALIIEAD ANCHORAGE 'SUBSTRATE By SEE TABLE I SEALANT BEHIND - FIANCE BYINSTALLER 'I/vM SHIM SEALANT BEHIND FLANGE BY LNSTALLER SHIM HORRCNTALSECTION B ryPICAL.JNAa ANCHORAGE TABLET; APPROVED INSTALLATION FASTENERS FRAMETYPE SUBSTRATE TYPE. ANCHOR: TYPE MIN. EMBEOMEMT MIN. EDGEDIST. FLANGE CONCRETE (2.01(SI MIN.) 3116"IRV TAPCON 1' 1.116' FLANGE _ HOLLOW OR GROUT-FLLEO CMU (117 PCF MN.I &IT ftW, TAPCON_ _ _ , 1' 2 FLANGE HOLLOW or GROUT-FILL.EDOMU IASTM G90) 31167 ELCOULM0014 1.1/4' ""' 2•11Y FLA[_i;GE 2)(MFI: SOUTHERNPNE(G4.56) ._..` OR ELCO.ULTRACON _.. ,.. 1.,W ... ... 716'..1 FLANGE 2XMW..SOUTHERN,PHE'(G-0,ST) #10 WOOD SCREW 11T8. 70 FLANGE 16,GAVGEA).06DT) MN..STEELSTUO (33'KS('YIELD MH) R!0•,16HILT1KWIK: EXOBIIW, TEKS SELF,•DRILLM SCREW FTLIHREAD. THRU 0.050' 7ii5" FLANGE VB' ARM. (6061TS MIN.) OR 116'STEEL(36 KSI Miry,) N10 GRADE 6 BELFTAPPNO I GRILLING SCREW FULL THREAD THRU 0-125 7Y76' FIN 12X M H. SOUTHERNPNEE(G-0,65) 1410 WOOD SCREW 1.112• Tlg 620' PVC HORIZ. SLIDER NOM-IMPACT HORIZONTALSECTION '.6 TYPICALFNANOHORAGE HEAD AND SILL. SIMILAR FOR FIN INSTALLATION NOTE: ADDITIONAL THRU•FRAMEANCHORS SEE SHEETS ANCHOR LAYOUT. MTG RAIL BOXINSTALLATION •MIN. 1/4'RLLET QF CONSTRUCTION -GRADS ADHESIVE CAULk' IS APPLIEDRavtl INSIDE AND OU'T,JFULLPERIMETER,BY INSTALLER. 031 PRODUCTANC,'ORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS_ SNOWfT FOR FLANGE W((1DOW3i 594t11 re OF Z Ft HI HORIZONTAL SLIDER - NON -IMPACT ­75 1W FLANGE WIUT -- -Ml MAKUNIT WIDTH- w r,,MAX SASH WIDTH A14GE GHT MAX. MAX. D UNIT HEIGHTSASH x 0 HEIGHT GLASS L l i.ASLEOF CONTENTS: GENCRA(NOTES 1, THE PRODUCT SHOWN HEREIN IG(JESI61NEIJAND MANUFACTURED T 1304 LYWITI�ITFJEFLOTilDA.RL!ILI)INQCOQE(FBO).,CURRENT MIT r 2. GIA24NG OPTIONS:4SEEIFSHEET 2) 3. CONFIGURATIONS: '607'Oft 'X&. 4. DESIG14 PRESSURE FIATIN%(SEEGH4ET`4'. -NFdATK IkSIGN LOADS BASED ON; TESTED PRIESSURE, AND GLASS TABLES ASTM: "3 1 0 -POSITIVE DESIGN LOADS BASED ON; TESTED PRESSUR8j WATER INFILTRATION TEST PRESSURE ,AND GLASS'TABLES ASTIVI Ewldl)()-'04. 8, GENES I MODEL DESIGNATION H4-020; 9,7HE DESIGNATION XANVO STANIJ MR THE, FOILQWING:. OPERABLE SASH',.O`afIXED SASH 10. SECTION CALLOUTS APPLY TOAL ELEVATIONS' Iff A SIMILAR V, mAy.l.)NIT"9011 MT(a.RAIL! OSiGN PRESSURE NA71NO IMPACT RATING l 7W5x.63, NO S55COMPARAT,VE ANALYS S GHARTSi 9HEE-,T 9� NONE 441.2' LUDES A'. Turner qpfsOA-27. 21:03rD4:00 620 PVC RO,P .JZ SUPER NOWIMPACT '1:25 FLANGE WINDOW DESIGN PRESSURES F.OR EQUAL SPUTT'OX"'or XO" WITH GLAS5TYPEWAA S, C Op O- Unit WIff1419ht 6 "VNDCIIRYtl7r� Width 3512 39112: 431/2 47112 11/ 5592 '.691/2 63 WINDOWt AE, j4li2 -+50/�75 +SO%75.. +50 -75'. +5G -75 '- +50 -75 '- ':+50/-75 +SO-75 +50145 OGALIsbaA LORidAE, +50/•75. +SD/-75:'.' +SO/-75.'. +50'1-75 +601-75 +50 -75 +Wf-75 �+50 -W:6 WWW4 S.Gc 34474- ]B' OVERALL ]!r OVERALL WWWAWS.CC +50/-75' +50/-75 +50/-75: i50 •75: i5D/75 i50/-75 +50/70.2 �+50/-66.5 1@'ANNEALED �-•1/B'TEMPERED 450/-75 +501-75 +50/-75 i5f)145 + ' -75 +W/-74 +50/ 675 +501-621 +50/,45 +50 -75 +50.•75, +50/-75 )• +50/-71.3 +5O/-65 t50/�00.4 9f16'AIRSPACE WI AIRSPACE 62�'PVC +50/-75 +50 .-75' +50 •75: 4501-75 + +50/-68.1 +50/-62 '+50 -S7S t/B' ANNEALED UB TEMPERED HORIZ SLIDER +50/-67.9 +50/-67.9. 40 47.9 +50/-67.9 +50/4M +50/.-65.4 +50l-59.4 +50/-55 -� +50/-60.1 +50 -60A .+50/•60.1 450 .-60.1. +50/•60.1 +50/•60:1' +50 -57.2 +50/•52:9 SKAFLEX552OR. sIKA g-m4OR .. NONLIMPACT +SO/-516. '.. +50/-53.61. +501-53.6 +50/-53.6. +50/•516 +50 -53.6 +50/-53.6 +501,51 3� FQRFECT CLAZIi"N' '36 PURFECTGLAZE'H' .+59/.SG7 +501_5D'. +501-50.. +50 .50 +50;-50 ,50 -50 +50,-50 +50. 30 --r pa 5/8'GUtSS BITE 5/8!GLASS BITEFIN WINDOW DESIGN PRESSURES FOR WWII. SPLIT "OX", of"XO" WTR7 CLASS TYPES'A, B, C, OR DUnit FAISK, Wlddl 05112 39112 4%12! 471/2 11112. 65i12 59112 63tAU2 +SD/:75. +50/-75 ." 150 :-75 ++SO -75 I'.-. 450 -75 +SO/-75 - W 75 +50'--70.6 p 43112 +50/45 +50%!75 .40145 -+50 75-:. +501-75 +50/•75 +50/'70.1 .+50/-65.4 N 47 1!2 +50/-.75 +SD -75 +50/-75 +5p/-75 +50/-75 +50 -71.S +50 -65.5 •+SD -61 1 = > 2", +50'/-'75" +50/.75 +50 -75 1 +W/-75: ,:.+50 ! S O m 611! �+50/ 745 / 67.5 ESOP 617 +50/ 57:4 551;2 +50/75 +SO 45 +50/ 75 +50 75 +50/ 71 450/ 64.1 +50/ 585 +50/eA,t n a 59,112 +50/-69.6 +50/-69.6 •+50 696 +50/ 616 +50/ 63 ! ..+50/ 61.3 +50 S5B 45D'/.-5L8 6312 +50/-611 +50 '-611 450/ fill : ;+50/ 6LL/ _,+50/ 6L3 45D 589 +50./ 53.5_ +49.5/'d9:5: GLASSTYPEF 6 AS]YP,0 6712 +50/-54:1 :+50/-54:1 +5p/ 541 ::;+50! 54.1- +50/ 54:I +50 •54.1.. 550 51.5 447.67475: :ZI 12: 44327'•4S2 WS2/"432- a48.1 .-48.2' �+4B.2/-48.4:':+48:2/46.2 ± 2/-4St. +4SZ/-4t12 +45.9/-419 710 OVERALL 7/B'OVERALL 74 +45:1/-451 +45'/.-AS: - .. +45 45 +M1S/.-45 +45 45 MS .45 +45/-45 +45'-45 '0/t6' (JJNEALEO - 4 I -9}l6' TEMPERED 7/167AIRSPADE 1 _ 7/1w AIRSPACE 4+i+tg0REW74fA,Ai RNORi'+:ANGEWINDOWWITR2D11 NTGRAl1.RB DESKNPR�SUpm%ppwAL$PLR"O{?Pm.'700.'WR3f fiA55T76b0it0 - 1l6'ANNEALED 916'T&p..ERED ,`��� 1�"10ENBAtf, -: ... ..... _- .. - AELEJSIKAFLEK552OR 8'• t No 587Q1 - tLPS:E• .Unit UnitTeSUfFEOG20Efl?r :. .. .Width 3S:12 39112': 431/2 471,2 51.112; :55}2' $9'f12 '6s•]!2 ,871/2 L72 *71 # ••.E' 39112 4501.75. +50/-75 +50 -75 +50/-75 +50/-75. -450/ 75 +50/'-75 +5005. v50/=75 +50/-75 61B' GLASS BITE SOG SITE y94 STATE OF "4/a 43112 +50/-75' +50/-75 Y50 r7S 450 •75' +50/45. '+3Q)-75 +50/45 +50/.45. 450/r75 :+501-74.4 �_q y0�. p 1 44_ 47 V2 +50/-75 +50/75 +50 AS +50 -75a50 •]5. +50 45 +50 75 +50/75 450/-74,9 +507.69.3 .�; " ^_ �iJ 44W'•.<C R kID -75 551/2 +50/75-+50/-75 +50/ 75 +5D/75 +50 75 >+50'/-75 +s0/-75 +50'/-915. +50/•66:5 +so/-614 ry4jFOP4lAi� 59 V2 +50 -75 450/ 75 �450✓45 +50/'"75 +57 45: +50/175 +50/-746 +50 65.4 +50/463:2 +SO)•58R x 0312 +50/67.9 ISQ 67.9 +501-679 450 67.9 w50/ 67,9' +50/ 679 +50A679 +50/ 65;5: +50/-60.4 +50 -515 4/27/2015 6712 4 0/ Ml '+50/ 60.1 +50/-601 s50160:1 +50 60.1: +50 TfiD.1 +50 -601 450/ 60:1 +SO -57.9 450 •512 71112 450/ 53.6. 45//5•306. i+500//-5306 ++0/ -0 +50/-53.6'+50/53.6 501%53.6 +50/53:6+50/•53.6 +50-SL2 LCASATURNERI P;E.+50/ D5+5-50+0 50+50-0 0/FL Pr 5+JY58201 -550 1239UABARAAVE' , NORTH 000T1 F.L 3478E t GLASS TYPE'C GLASS WYPf:' 0 PH. 949330,IS74 CNART,p IA SLAZI<•IG: EMK;IMP f, USl23/14. NOTE; CWS,-1091 ::.A, IP$12EINTSI4DED IS,NOT SHOWN; USE NEXT LARGER SIZE, SHEET INTERIOR'!WIN 1808 $1y �dTf, AVE.. „ i OCAL'ALFl0R0b 39d74: _ 1 to ❑ s z 13 a tl 18 WWW.CWS.GD 626,PVC '' o HORI�,;SL14ER' NOMMF1iQT 6 N. a i w L, o '• m i o- p 8 zt N SECTION VIEW BBB `8¢ :.S 4 a2 .i 7 .° INTERIOF "will' a``5 D W T4,r,`..... �.,4p• u10EN.54•.�PAm II s �Q, '6TATE OF' W� I I° LUCASq TURNER P.E. TL PEY56201" SEG ROGEIMIEW.D-1 MTG FAI REINFORCEMENT(201,) REOUIFEP - ... ,._. .. _. _._ ..._ .__._ .... :ON UNIT HEIGHTS ABOVE 83'. -, JABARA•AVE. ' , .1239 NOPTH POET FL':34288 I .. .. .. RH 9L1 3sW15)4 .I, SECTION MEWS �S.EC710N VI,EW;A•A OK 0$12311'4 ;. SECTIONVIE go 'F.RAME iT.EMSNDT SHOWN F6RCLAPITY: ALTERNATE El EWS 1031 .A SHEE !' 7.8,10,12,154,,8;&21: /.2, 4 Ovo MAN FFWAE - H,0127 Pya-TCIP/sw RAIL. H -6140 .OW 11 I PVC INTERLOCK RAIL, i 14-6135 PVC DRAW RAIL.- 6139` AWMINTrRLOCK-:S-202D! PVC-GLAZI 62U PVC WORIZ. SLIDER kOU-IMPACT t t;IV 151,16- 1 5116• E'P Mi. NO 58201: 4 LEA e A4UMPLEINF—S-2P43: ALUM REINF. - S-2O,,I,4. ALUM ROW,—II-20,05: Of WV - I H 4 LUDA SAJPRN,ER..P.,E, Ft. FF It $8201; AwMBaLuFt TFtAok - S-2030 ALUM EXT. qEI.N.F. - S,20fl 'PVC COVER, P-5400 NORTR FORT,�ELSIift 941�38D•;IS74 A 1•IoTr,,.,ALL.Ex-rRu3iONg-A.NEAL.U.MiNUM,6003-Tg PN,LtSOPTHE�RWl$j4ROTEP, I' _ 8"MAXOC:.¢YP$---�'—' HEIGHTPAN,. (e " {90BSW 44TH AVE. 44TH VE4 FORUNI FORUNIT HEIGHTS OVERfi3'ITYP.) 3"�) 4';Wa(TYP.) �� e MAX ITYP.) SEENOTE2 TTHRU FRAMEANCHOq LTYP.) �e'RYP.) OCALA, .WWW.CWS.CC e•IMAX ITYP.) 6' MAX ITYP.1-I _ .*�.. •' {i— SEENDTE.2 620!.PVC� INSTALLATION HORIZ SLIDER .ANCHOR(IYP.) STACLATION 61 AWNcgoR. tvPd NON -IMPACT FIAO.C. '.L. 'MAX. D.C. (fYP4 ,n N :I! z�.. 0 N _. A_¢ .� ANCHOR LAYOU7•(F.LANCEI}/ ANCHOHLAYOUT-IFIN): 4 •; z NOTE THRUFRAMEANCHOREQ.MTGRAiL VVV i ,,pd44�OREIYT�rli���i a�i N?5B20i ti:9��, .. NOTES: mt ¢3 1. INSTALL ONE'ANCHOR AT EACHIN6TALLATION LOCATION. GILL ANCHOR SPACING SAMEA6.HEAD. /i��+4SY .A •,��`� ,I44TD �L!1 2. SHIM AS REO.AT EACH INSTALLATION ANCHORUSING LOAD,BEARING SHIM MAX_ALLOWABLE HIM STACK TO BE Ile.. SESHIMS WHERE:SPACE GREATER THAN I(1S-IS PRESENT. LOAOBEARWG SHIMSSHACB BE; CONSTRUCTEDOFHIGKDENSITY PLASTIC OR BETTER WOODSHIMSARE NC '°"•u:w..a»�.o �"' 3.ANCHO61YPE,SIZE,SPAOINOAND'EM6EDMEN'F$HALLSEASS.SCIFIED IN THESE DRAWINGS,$EE YABLET 9HEET'B� 4I2720j5' .' lUCASp'plRNp.R, P'E'. FL PEJp5820j 4. ALL INSTALLATIONANGRORS MUST BE MADE,OP OR PROTECTED YJITHACOFROSIONR SISTANT MATERIALOROOATWG:.DISSIMILAR METALS OR MATERIALS'IN CONTACT WITH PRES$UBE.TfiEATEDW000MUSY ' ' - 2 - _ _ . - BE PROTEGTFP,.' FEVENTBEAOTION.' 1239 JABARA'AYE:. 6..INSTALLATIONANCHORS-SHALL$E.NrACCpROANCEWITHANCHOR.MANl1FACTURERS,INSIgLLATIONINSTRUCTIONB,AND'ANQHON,YRPpHMM NORTHPOAT FL3286. ' P{i 94j'-390.1574- SPECIFIED WTASE �+ 16-ANCHOREW8150MENTTOrSUBSTRATE SHALL BE BEYONDWALLDRESSWG OR SMCCO. FOR'CONCRETE(CMUOPEWNGS EtABEOMENTSHALLOE BEY,OND.`WOODB.UCKS, [FUSED; INTO:SUBSTRATE=IXIBUCKS'ARE `ORRONAL - 11NGHDRSBHEDULE,AND' NDTES - 7:AMINIMUM CENTET.i•TO-CENIER'$PACINOSHALL;BE MAINTAINEDBET4"WEENALL FASTENERS B•FOR MASQN,RY',r1'FOfl W00D'AND.MEiAL �- .:--' ,,._ IL WOOD OR MASONRY OPENINGS; SUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED- BY THE ARCHITECT OR ENGINEER -OF RECORDAND INSTALLED 70 TRANSFER WIND LOADSTOTHESTRUCTURE, EMK DBI23H4 SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REOUIREMENTSASSHOWN'IN'TABLEt.SHEET.S. CONCRETE'ANDMASONRYSUBSTRATESddAYNOTBE CRACKED.. - q 9. SEALING AND FLASHING STRATEGJC, R"'F� O LYPATWft9SI CE OF,INSTALLATION 6HACLBE DONE gYOTHERS ,F,ALLOWING THE CURRENT.VERBION OF THE REFERENQE DO.CUMENTB: 100(FIN WWDOWS)yfMAiAAMA200(FLANGEW!NDdWS�OMA250(BOX+WINDOWS),FMA/AAiWWDMA:380IEXTERIOF(DOORSj CWS-1031 A -' SHEET �FMA/AAlAA _ �..+�w:ae _ _ _ 1:20 ; 510F 6 :TYPICAL'HE40 ANCHORAGE SEE TABLEEIBY OTHERSY./ L — SEALANT . LV MAXSHIMLANGBNSTALLERI 1 HORONTAL SECTION 8 TYPICZALJAMBANCHORAGE SEALANT BEHIND I, - '114'IWSHIM FLANGE BY INSTALLER r...�m ;r. n.� :!/EPTICALSECTION.. .. _. fiTVPX:AL6ILEANCRORAGE' TABLEl': APPROVED INSTALLATION 'FASTENEAS - - FRAMETYPESUESTRATETYPE ANCHORTYPE MINI EMBEDMENT MIN.EOGE,DIST. FLANGE CONCRETE (2.O KSI MW.) 311V rIW TAPCON 1' 1;118" FLANGE FjQ(;LOW OR GROUT T E,DCMU(117PCFMPL) 3/1G':f.TW!TAPCON, _ _ _ .. T. 2--' FLANGE HOLLOW or GROLTT4P.81ED.CMU(AS1M G90) y1E'ELDOULTRACON G .14141 -"'2.112' FLANGE: - 2X MPJ.BOUIHERN.P.WEi(G.OiS) _.•.•.....__. '. .•.. -.-... OR'ECCO UL7RACON .,.'1iU0' ... --- 7!e'..... FLANGE 2XMN..SOUTHERN.P.NEI(G.0.65) #10 WOOD SCREW, 13/0' .7I0' FLANGE 1GGAUGP.,USW) MW..STEELSTUD (33 KSL--YIELD MN) A!0.16HIL1IKWBS:FLEXOLiT1W.- TEKS SELF DR➢LINCtiSCREW FULLTHHEAD. TNRU MOW' 7116'. FLANGE 1!8! ALUM.(6963T5 MIN.) OR 1!G` STEEL (IS KSI MIN!) #10 GRADE SSELF-TAPPING, DRILLING SCREW FULL THREAD THRU 0.12E 711E FIN 12XMN. SOUTHERN.P.WE;(G=0,55) .. '" #10 WOOD SCREW C' HORIZONTAL SECTION .6 TYPICALFW MICHORAGE HEADANO SILL.9IMILAR FORFN INSTALLATION NOTE ADDITIONAL THRU-FRAMEANCHORS IL 3 E SAS HOWN JNpET. E'ET3 ANCFI K our. MT. 1. 620'PVQ HORIZ. SLIDER. NdWIMPACT ,No 59201 STATE OF' EUCAS A TURNERr P.E. FL PE168201 , 1239 JA@ARA'AVe; 'NORTH PORT, F4:34286' �PH. 941.380.1574 BOXTNSTALLATION "'INS'1'ALLATIQN DETAILS, .._... __. ,.. ............... 'EMK MIN 1!4'FILLETDFCONSTSQCTION•GRAOEADHESIVE CAULKIS[�PPLIED INSIDE ANDOUTrF LCFERIMETER,SY. INSTALLER. CWglL PROOUCTANCHORAGSISINACGORDANCE WITH.REQUIREMENTS AS „ SHOWN. FOR FLANGE W,INDOWB;