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Lvt0DC\J fC,L Gf~tf.A.E.f~.Y5-( EG.11~<S rtiA- t ct.~1 CDtJ/{ I_IVI~JG Gf\Rf\C;E 16t.t{~ t.~6 I Ef\JTF~Y V)()fiCH 32 '-Fo r i\'L =~~=-=~"-.~~~"===:c2T.37~~~~-~-- '-' )./0/7:: 5j/ll~)t1) !JhJi.L.S t1:/'IOlt: SIII./U2~//J(I,5' (~<;IVII-) I. /C.;: c['/'/sIe(....f(~;r(~':/ Pt-~ ;\./{) I'/;' 2,1/, "thY!J .5 //Ji L I.:/.. I , ' r I . ~_. . .~ 'q.ll:1' . - . -- O~,} INC ~,_....!-~t~~::'"'" -'~..--:':, ~';.~_,,\.... __."..--.~._ - _ ._ k ,_ ._ ~ _.' "'. __ . ~ _~' . ~" ~.. '. SM~~E DETECTORS SUM/. BE ElECTRIC ~~~ERED (AC) J!'~ Mt MEW CONSTRUCTION NrPA-l 0 I & ~JHJA-74 LIFE SAFETY CODE. 5 [--'-- ~ j' ---...- ~t:::~:"":"~'r:?7~~;:..€:~H~~';"::~\;.:'~ "I' ~ .~~~~. ~ '\ · ,t ~j' tJ J.. '\ ~..-.:;~.~~ l r," :'\ I :~~>t;1 +. ~ ~ .1t~"".)) .). ~".;.'.~ !;(\.~iR. l',/ :,'&"l. '(.hi. ::.'/\ . (.\. \}"'.....' , '" 'C~.; \..'.~.'.'')''. ""'. '. ....tJ.' '.".,..... ,..;.,.,... oJ'.:' (',.... ~" fl.)..'. - \. ~., II''S . ,ji~' '. ~ ,\ :'>J " \lI i . A.. -,,: . ".~;- .:....,1 U. \jl.. 'V 'o\'~J\ i>>. ~ ., -, ....,' ,t,'. . '!i:.:... ',", " '~n,;t,<-a.. \0",' .1 'f:c'r:""., [.'" '~'>"."f.r ,1 "., ....'.: I (~:lt{ ttP '~l~/ 1%~ ~ '..z~-'=~or'C~~~t,iJf.-j.~~:.rni:':'~~;tt""'c=t~:.'7...=,="~=..Jf ...-._-~----........_._------~- -_.- -..-----.....-------..--.-- ...,..--.-----.--- --------_--..-,,----- t (, 01 CONrRACTO All OF YOU HS OR OWNERS MUST BE HE~~~r~~f:>NTHAOrORs - leD WITH CITY, , .--- (.o~ , .- I -.. '~-_'_"'" ,.,.._____..__.._.___.4_.........._......_____....___.____ _._ ,. ,.. ~ ." _ n_._~. _ _ _ _.' _................~. ___4___~.~.... .~~._ .._._ ~__"__ ..._._~ I] ["~--I [~J I-=J L_-_ll,__] ..=.::--::-= "'.-....---- --J'-[.:~~~.r:~~.Jr=-'IC]' ~~]C_' _~~,~]==~o~..._._.,==. [Jr-=-[ l[Jr~'~ ~_.__ _... ._,.__~_>~~_._ ._.....____ _ __... ___. __......._.._.._.._.._-_....,..._.,._4 U) , (J) ~ ()J , () , , ALL WORK SHA 1 " PREVAti lNG' ,;-- r.' COM~LY WITH 8U I LDING - PL U~I)3DI ~'~GS, S.!ANDAHD · - ~" I~ · MECHA'I/'" "L AND N E IV vi' . ., c. (,L\) FRON-r 1/ //_ /4 - / // I () ELEVA TIOf\J :: ~-~-: ~- '::~ ~.u~::,':~-.~::.~~.;;~~;~';;~:;;..;;-;;=;;.~;~ ..;.:::~~;;-;;':.~~~~=f::-;~~;~~~~~~~ :=7~~~;~:-~~-'?:-~ :..~;.-:-:~~';:~-:-~: :~;:~~ ~~7~~ ~ ::~:~~;:::~-:~- ~=-. -.-,- ---- . - - ,"..-'~ .- _.- ---.-----..- . . - ~ . . 1\.P.P_ROYED PRINT REOUtRED ~~~;~ ON JOB SITE . --<-----.E;( 7{.~"//.k~ "Sf .I/(,/, 1 /// //14- ~.......'''.,' ,~'I::i: /^/:1;"t. Z' / Z "~ ' r~ ,/ ~ .-0'../ ---, G4IW. 6"LJ. . ~. L....-: ) sa I'~cr~~' 2,/3 ~ %.;:%: r: ('r'/I}) ~~ ..,~ _,_ ________'_n_____,.__________~~_________.__,_.______._...___._____.____,.__,~,_._...__._ ,,,___.. _~ HFf..~I" ~~~\~1 7~1 frn...~~irIIJ!!5Y Ilti~lITH. 'f~~r. , ~""d~a e.:J U . - ~ Cl\"~N' 'k.":f'1 · _'OJ . ".-''''1 '!'-. . - w ..11 '.....,~r~ "'it'"" IJ~'1.';u. LhlJ .. h.. ~tri:T.~}~l 'rill:: iiioPEnT1 owtltil pr\Yn~G rrVJICE FOR B1JILDUIG UliPlt01J El\lEtrr S." ,i -~, fT- 1~ r-F f' ---"-''''~-:=;.:.=::=:;:;.:;:~-..:....- .. PLANS HEVIEWED DATE -~2_2-95 -~-----. BUILDING OEPT, APPROVE~ PF AR FLf-VATIOI\J Yl"- -- - __._ _., ..~___ '"'"~h_...,,~'_.....__...~._._'''.~.....~~._:-.-_.~_... ...-::-~~~ .____....._~::-.__. _...._._~-:-_:.:::::... -----~~:;:,;;:---_:..::~~-;.;:.:;~~~~~.....=-~._--,~-:~~~~"~_.::~~ .-: ~<" -- ,. ~-;'~~,'~::.:~=~~::.,~_:, .:....::~::.::-~..::.::- -:.~:..'-. ::.----_:-.:.---~:..-,---- - -- ---- .-. / 'l I () 1--, - --- - --- ..- -~._....-._'...- --- .._~_.----_.._- -_._,~. -,,_._..- -_.-- __.,__________.__.___w ...._______._. _..__ _._. ... _ ~ '_.___.~ ___'--.4._ ,.....-=-:..:..--=..---- - .-_.~" .-_._.. ---, _. 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SCALE .o.PfROVED BY ions of S (,lmbrd Building Code (SUe) S..~tiotl 120S. 1991 O.o.fE 8- 12.- 95 'sig.n ~kmt'llts shall be tlle re,sponslbilil)' of too conlradt)r, vVE [)C;E WC)()[) Nt10()El.. 21. .~_==~=:;:-~__"~~:=::::r:-~~...:____::::::"'":.::_:=::_.::.~:.;.:~=~-~'(::.......;:--~"';:"-7.::.;::::= "" Li . --._~.....-- '.... - - -.r tP.A~Yj~JQ ~v.Y\B! R I R~"i.;;\\-,.'l.J for (ompli,H1C~ \\il~. Ill'; \\iJ1d load pro\is ..--ditiol) indl.ldillg 1991 and 1993 JtkkndulHs, Olha J~ '1'....,.. H W REViSED 37 --.......,.......- -- ---.....-......-- . Da~ lam\-'.! C;"ltaJaJ1f..\ P.E. No,U501 '''r'~-W'''''- '~.--a;._1IJ,""'t""/II{'-'-"",,''''.'''~~ ,. "-'I .. 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" I ----1 .; ~:~.~~-~-,.-~~-.~--..=----=.~-F=-----=-- -- L-J- -- ,-.----- -~ ,,_1 ,/ C1-..J , ...-' "" ...... . :"./' ./. r-- -- .- .- r.--- . - ~ , , '- Seli' ~ati?S f'0t" i"COf .jiaphi"o.QI'I no.il SPliCWcd t:cns 2:><4 'L' iC('o.c~ ~ 4l)' at:, - Fo.stlU\ to GJ.ot~ s-t.....Js.I 1C.j ,.,~its ;l 6' QC, -.----- ...--------- ... . ~ .--------.-::---.....- ......--- 2~4i:lICC:<;('>9 (eoGe ":5..) l 4a' 0 Co top Q.r'1\i bottoM - fil"st f't.....A. <4> fi"o.'~;"'9 b'l:t$ ~ Qai;,l~ iit'lQ$ <tl'p), F'lsten to top Il('>d i:ltl"l, choi"ds 'III 3--16'; .rails (tce"o.:lli!-'j) ell, e,.,,j. - f ute" l5/32' M'^ --Ro. te.j Sb..~ t('J(\l}. .. to Qo.~lil !ii",(j f"o.i';;'-'~ with ad or a 113' sp:ro.t. S.h3/'\!( ?-~o.'ts iI (,6 OC. o.tCI'\O p~r,~t ei1gfU. . ,la' (i,C!. <:ltCf'O iI'lti,.rw.j:o. t9 s....ppc... t',!$, .i ~, j , . '-16d ~o.ils l 12' 0 C S;(">j)scn 16 1rv$s A,~ci"or- /II 16-l3c1 na.B <J 2.' o,c. .":\0 $i~li'a thlno joint hUli 112' 9YP, clg, boo.ra tt/ [,'..13 scte..s ~ 7' o.c. GABLE END DETAIL ~' , I (2 V ~.)c:") f\ I"J [ ~ ~ C Jl,-r A t~, L t~ ~ L ELEVAr'()'~L- (/\) ---.'..-- ,- -----~ ._4............-..._-~ ~.. -- \:----.-.-- C3 \--\ () ~\j \'1 1 ___--- ==--=-.........'- ' (i" \.." -' @ S If"W'5'C ~~ ~ ~ ..,.-/ ;; ~, cl ,,\1\, L ~ :) I t~1 I"~ c~ J~" i \-\ I", \;( I & - s C \ H f' \ i_.s ,.:> ., ." -'''rl7' <l , , , t .' .... :~ ~~\(~lk\N. CC)I\!~srF~ljc-fION ,1 rf\jc~ ~2==E:::?:::.....=__~,_7~,?~'?~~:;:~,:.i~:~:=~.=c::~~~:~=;:~==-:--~:g.:i:~E!!-f0?:-j. SCALE ....'rRC.W lY // PCOF FnAtvllNG l~ MECHANICAL PLAN /'4 I /0// -:.:.:::"-:: = =-.::.=~=:i=:_~=i::~:~:=:-::.i~;;,=-=_;.:;::~~~:,=~~.::=~;- ;;::.;~-=~- ...,;;:;-?-::::;;;==.-::==:=::;:;:-~~;~~~=~:.-:-i. ~':'':~i:::::-:;::: ,-:;- :," ,=-;'-0= ~.....::,~:. ;-::~ .._-~~"- ::===:"0--~:':::;;i.~''"'-':;:-:=c-.,.1.:.:-~ ~~:-=---~.".- - , "., . R~~.le\\~ fo" (ou1pli,Ul(~ \\itb th,j wind lood prQ~i$ions of Stan~l\fd 13uildil1g COO\) (SI3C) S~dioll 1205 1991 t'dl,tJOlllndudl1lg 19n and 1993 addenduulS. Otl~r de$ign elt.'1ll.;.nts shall ~ th~ ~eS1-'OflsibililY oftbe (Out;'Jc(or. m 8.1'3 -95 r"'" nw '(YI,~O ~VF-.:D(2EWOO[) . rv10DEI_ 2137 ~..-=- ~=~i=.:--:=:::~-- ::=-=.'~~:=~~::~_' _':'.::=~::-=-..::-:::~=~~-~~~- ];U1KS CatalanQ, p~~-.,- No, 12501 Oat., ,.._ __~.. _ ["'NG2~' " ~ I I -~.--~1'" ,- "- ..,~., ~---_.,~_..~~,-~,~..~--_.~,-~._--~ ~ -~- ._,.,-"~,~,~.~._,_..,,,,,,,--"-_.....--,..........---------_.-..~,,._~- I WOOD WALL DETAIL NOTES: . 1/211 l3HI!ATHING NAtL~D PErt r.-!o:tt:. 2/\ ~ 2..10 AND PL '(Cl..IP$. ill!) FEl r ANO F IOERl3LAS$ SHINGlE:S. RI.:.a€ VENT Al3 NEEDED. (0) ENGINEERED Roor TRUSSES SEE ELEVATIONS TO VERIFY PITC... @ ./CE < (A) (e) MINIMUM R-22 INSULATION IN ArTIC AND MINIMUM R-l? IN KNEE WALLS. (D) S l."?~ Or,. \4'S vI &, f> t:,.( NAl(,.\ ANCHOR AT THIS lOCAT ION" ,_..,..... (E) DOUall! 2 x 12 PJNE HEAD!R~ tHrH 1/2. COX IN CENTER .~/l.. a,O'N!, \ v d ,.J/\ II. 'l (! t t · ~. c. ~ ^ .... A (,. .; (. ..... . . G (F) DOUBLE 2 X 4 TOP PLAfE. (0) 1/2. CE.ILINC3 GYPSU>> ..:L61~e:, St.lIl.t::\S.'J) e ~l\'Of{ (.i) ALUMINUM SINGLE HUNG WINDOW. ( I) lHNDOW SILL. (J) 2 x 4 SrUD t.Js-'LL WIHi R-11 INSULATION. 1/2. GYP!iUM BOARD ON INTERIOR OF WALL. (K) __~:) ,..., pi) 0 ;,~ . L:f l '!-OJ/--J!! - 16 ~ h'''' (l,S ANCHOR AT Ef\CH END O~ 8'i!!AR WALLS' ONL '( . (l) 3INGLE p.r. 2 x 4 aOTTOM PLAfE. (M) 4. CONCRETE SLAB WITH 6/6 10/10 W.IRE MESH, AND 6 MILL POLY CLEAN AND COMPACT SOIL THAT HAS BEEN TREATED FOR rERMITE5, (N) 2 x 4 sua FASCIA AND ALUMINUM SOFFIT SYSfEM. . (0) \/2" COX $~1EArHING. NAILED (e'~ r~ t.1:r \C ~ Z ., 0':~, d z... AND TYVEK HOUSE WRAP. SIDING PER BUILDERS SPECIFICATIONS, (P) 1/2- ANCHOR aOL'($ (!. ~t I' "()tt.. \/L-~~.(f 'tlJ'~f(~f1.~_~. (Q) ~. X 16- 'OOTINGS WITH 2 EACH 5/S" REBAR ON CHAIRS (,."tot LI'? -: 'l1"') ~HTH 5/~3. REOAR VER(J.CAL RODS ~ @ (f) ~j') -' @ :r ~ l~f ~ I --r--- (D I , i I I @ , CO I r J i ~ , -. - @ . "b,,,,~. @ () 1 ------- __1YJ)l)D_~'1&l~__Df:._~lALl~~- (EJ @ /;; //'/ // .~ ",/ //' /" 1.',- " 2.1, DesiWl Velodty "" 100 Mph (G) , . Wind Load Notes: / 2. 2, Sp~itkaliol1s c::1 Slie 1991 including 1992 and 1993 addendum!, sedion 1205 .~ -----@ 2,3. Roof Dead Load (used to cakulat~ uplitl re5islance) === 11.3 psf 111) @ l ' J A -- ~'~~_..r=::'-=--=-=~~ L,co 2A. Ma,ximUHl net uplil\ per tl\lS~ beJJUlg cOllnC(lion == ,HS,O Ibs, 2,5, Maximum net uplil\ per girder bearing cOllnectioll == 0.0 Ibs, 2.6, Fador ofs{lt~ty against oHltuJlling -= 1.5 2.}. Ma.ximuUl unit shear at roof diaphra~Jl1 -:::: 303..1 pit' ~_. ~Q-Sl QEIf~_~.. 2.3,' Ma.ximum unit wall shear at midh~ight wall =:: ..50.7 pit'. PO S j en A.J.!..E.. 29. Roof Shealhing: Fasten 15132" APA Rated Shealhing ~erp~ndkular to framing ,..ith 3d nails or O.ll r spiral shank P-nails at 6" o,c, along pand edges, 12" o,c. ,\long intermediate wpports (No blo\:king require-d), (A) ~~oo POST TYPICAL. \ < ",-")~,,..,( H ~ wI 8. ~ (. ,...;.~",,_1 (6) ~ . e:NGIMER Sl=E:CIlICMIONS. (c) SIi.'~~fJ~'" t'CE4/ ,q 'lOLl .'\11'\\..> ENOt"E" .'.PEC [FIC^, 101 >. t >,,"'e>C,~l p. ~ tftl ~ II- \~d i'lt~'L~ (0) . ' ENGINEER s~e:CIFICATION3. ANCHOR PER .~NCHOR PE R 210, Roof Diaphra~n: Fasten 151J2" APA Rated SheathiI1g pelpelldkuhr to lialuillg ,..ith 3d nails or 0.113" spiral shank P.nails at 4" o.c, alo11g diaphragm boundary (fasda), 6" o.e atong panel edges, )2" o,c. along intennediate SUPPOltS. Pro"ide 2 x .~ blocking edgev'Wise alon8 horilontal panel joints ANCHOR PER 2.11. Wood-Frame Sheatwalls: Fasten 15/32;' APA Rated Sheathing to framing wilh 10J nails at J" alollg lhe top and bottom plate5, r o,c. along panel edges.. 12" o,c. alollg intelllleJiate supports, Provide 2 x '. blocking edge,..ise along horizontal panel joinls, ShearwaU ends shall be doubl~ studs rast~l1ed to bottom plate ",ith one (1) Simpson LTT20 t.:nsion tie wilh a 1/2" epoxy set or cast-in-pla..:e allchor bolt \'with a Imnufal:lUrer's pull,out ..:apadly of 1,750 pcumh (min). Fa~ten tension tie to double studs with JO - 16d nails. (E) OOV8lf: 2 x 12 8E,'lj11 IHHI SINGLE LAYER 112' COX IN CEMTER WllW 2 RO!~S OF 100 NAILS S'OC srr.GGE:;EO ON 1;:ACH SICE, (F) ROCI'" TRUSS TYPICAL A5 PER :':ALL DETAIL, (13) CEILING PER OWNER TYPICt"L t'\l1)lllNl>l1 SOFFIT l'lATERIAlS. (Ii) TY?ICr~L CONC.RETE Sl_I'1a PER l':I"LL DETAIL. (I) MONOLITHIC FOOf1NG lHTIi 2 e:AC~ 5/e- REBAR C>N CH;U(~S '30. OC, 2,12, Extelior Shealhing: Fastell 15/32" APA Rated Sheathing to fhuning \..ith 3d nails, or 0,11 J-" spiral shank P-nails at J" along lhe top and bottom plate~ 6" o.c, afoi1g panel edg~,s, 12" o.e, along intermediate supporU. All exterior Shei,lthing shall exte'nu frollllhe bottom plate to lhe top member of the top plate. Provide 2 x '. bloding edgewise along hOlil.ontal panel joints. 2.13, Gable End 'TIU)s: In addition to the bradng spedtied by th~ hU$S manufadurer, lh~ bottom chord of gable end husse, :shall b~ la::>telle-d te> the top plate wilh Simpsc,)Jl H6 a,n..:hon \..ith 16 - 3d nail, ea..:h at 24" o,c, t r ---------_. ~ ',' -........... -qr-~ ~ <. ."'tt t 5 W (I JW to ..~~ ---.-.--- -.-- DDD[JD,_ J I_Jr J r=jC~.. D i r=-='~] r'J' -0-- ---[_C-_-J [---'-J--rJ Il.---- -- .---- -- ~_. 0'__- 0" [JD ionl Ol_1 (J) ... I I // // _iJ~) F--F~ONT El_EVATION /4 I " 0 . ^_,-~,~,;;~~~~::=!~,~-:;:..:-=:7-::::f:~~:g~~~~;;.~~~:~~~~~~:=:~~'~~~~~E~~~~~;;~~~~~~j~~~~~~i~~~~r;.~;;;~:;;~~';~;:~~~~~-~~-=.:~~-:-~_~-::~~_;;:h.:~-7,~.~~,~~;~.~':.;~~;:;;:::~:i;~~:;.:;;'~~-;;.~_::~~~~___~~:~~~~.:::~-~--~~~ - JC:''':''::::'':'~ - --- . -- ---. ,- ".---.-- -------.-=. -- - ..~---- <:-..:..-...--. , ----- _._-~-~.__._--'~""""-"">" ...- ' ',=~-:' -------- ------==--==:::.:.--=-:===-:_-=-=---==.:~-=-::~=:=:::~=;;-~-.:-'=~-::;::c:-===c;-:=_'=:---':::==:5==~==::':._-~-:-=-=-==-=-=-~::'::::~=';:'::::_:~=~.=,:;-=-::::~=:::-.::~_.....- "::'=':~~=:'::::~':.:f'.:~;:==~~::::-;;-:,:;~~c::~~~~- ~_EE _of _. 'CF --- .1..",.... ,......,-- -=[.-FF ----- =FFF ~c,,;.-' -,- -~-.~....., TEE -FF -,-:;:=,,"""E [."m--F~F. --F - -- .0..:' ,',__ ,". '0 --'E -.,...- ____~________________..,_____ ~__~.~...___...__..-______--.,._'_____. "'-____...._ ....-._._...._~....__........"'_~__"_ ___~._ _-...---......__.____..........-.~_____~._..._______~_.___"_____~~._______.,_.~_.........___,.___._._---_.._...._,~~~ '"'_""',...._____._..,,_........,.........,.. '_-~"""'__~''''-'-''''''~'-'''-'''';'~'~ -.:!o - ._......----- --,''''--~~->"'''''''''' ~'..~ --~._~ - /l __~~~~~~~F-.L~ELFyA1IO~L_ ,_ ~~ / 6' . _ _ .,_. ._ _ _ ._ _'-'"' ..~_._~~__.=__~_-:::::-_:::::::-..:.::::2:.::=:......,.::..:::=:.:::= -:::..:..-_ -:-..:~,:~::-.:- :::,~,::",;,,~~';::::~.::.:. .'::;._~~_:.:-...=..:.~_~-=~:::...:.-. :"::-=-~~~~::.~~~ :2-:: ~-:~~'-:-:'::'~-~..:~Fi~ ...:Y~:=:~-:- ~_:---.:~ '~':~.-':_~, .-~ .. . Q~!J~ral Notes~ 1.1, All reintorcing steel shaU be ASIM A 615, Grade to (min.) 1.2, Ancfloritges shall be hot-dipped galv,u1ized, aller t:lbrkation per AS'fM A ')0, . 1.3: . '~ru.ss~,~ shal~ be de$i.gn~d per SIJ~ and TP~ spec;itkalions and celtiticcJ by a Prothsional Engineer rewster\:d ,Ill the state ~f t',londa, IJracUl~ specltled by lhe hUss mamlfa..:turer (intenlaJ to th~ huss ~~~t,~m) \"Ilhou~ f,lste~1,1J1g II)Slrut;tio~l~ shall ?e r"a5tened with 2.16d nails per bealirlg point at ~ross bra\:~Jlg, IOd na~1s at 3 o.c. along stltleners (I.e, 'L' and ''I'' bracing) and J.I6d nails toe-nailed at end beal\ng connedlons, . I.. Trusses shall be bra..:ed in accordance \'with lhe TlUss Plate Institute', IUD-90. I ,.5. ~ \~indows, exteri~r doors. garage doors and other \'endor-provit,k'd exterior cladding shall comply \..Ilh slJe 5"''4;lI011 1205 II1duding lh~ design criteria set fOlth il1 the tblfO\\ing ,..ind load notes, 1,6, All shuc;(ural lumber shall be #2 (mill,) SPF or SYP. 1.7, All load be~ling Ijan~e,\\'alls shall be stud grade (min) SPF or SYP \'with studs at 16" o,c. with 3 double top plate. lop plate Jowts shall be lap-splk~ a minimUIH of ,13" and fastened \..ith 15 - 16d nails. 1.8, All non-load bealing lrame \'vaUs shall be stud grade (min.) SPF or SYP with sluds at 2'~" o,c. ~.~' Wi.ndows an? sl~ding .g1ass doors (SaD) in wood tr.une-d walls shall be 'tin' framed aluminum la~ten~d dmxlly to Iranlll1g \'wllb 3 - #8 x 1-114" wood sa~ws per side for \..il1dows, 36 total tor SGDs. 1.10, G~rag~ door ~haU be 11l~ten~d :'with manufacturer.', trac~ brackets using 1/4" ~ 1-112" he:<.head ~a~ b~lts fully s~~~w I~~ 2 x '. (IIH~l~, #~ SPF or SYP dOQr.Hlnbs lastene-d to multiple header studs (3 mill.) "Ilr~ t,our (4) 1/_ ,x .J lag bolts (2 dt<un. wash~rs) per s14~,Track assembly and attacmhent mmt pro'fide a nlUllmum manufaclurer's pull-out capacity of 1650 pounds per side, r ~- , -------------:-.-- --,.......~_.~-~_.~..:- q 0) , " t- I , }~, -T-~-- , , ~j F\YfV1J-\bL_CONS-l~~3lJ'c':rl()N l~fQ' -~"""'-----~"=~='::"'::::':=-"':.c-:z~==.::~-::.::;.:::=:.::.;.::.::::.:::::~:::~~'TI'..:;,~=;:~:,7:'::~~:i.~-~~~::;;t" SOLE TpPROVfD BY ~ R~",i...:\\~'\J for. c....'mpliJi1\:" \\itll tlle \\Ind hId pro..isk'ns of SttndanJ Buifding Cod~ (SllC) S':Xti~)t1 1205, 1991 l;."hll0l1 1I1dudlllg 1991 and 1993 add~l1dulll'. Oth~r design ekm.:nts shall 00 tll~ fe-Sl-'011S1bilily of t11~ COIl(l',lo.;tQr, JanlCS (\llalano, P,B. No,U50" Oate JII "Il ~___-- DA1~ 8 -14-95 lOUAN av RW REVISH) WED(;E~J()()D ",\C)DEL 21:37 -.=.-='~~~~;:'~~~-~!~-;'~':."~~-"~"~;~~~-~.~:7;;1'~~":-~~-;:t~~::~~~~~~?~:;~ ~--~.~ - ~=r"""0 :r',.___ I . --r-~-------'----' -'\j\--- .m..;y; --- -- --.--\1\ " - ,~..- -" '. ,." VC/~ '". "-.l\ ;;1; I L'flN9 ROOM ,~ " < ( ,,~ ~ ~t o , (0 l{) ..__~_______.__'__.___'n ___.._ ___-__~ ~c__.~_.. (run -- '-~> si BF - I 'BF'D 2 -'lllilul---lr- - - ~-=~ -LL " > __ -.J ~_____ ill " o L__ 1ttsY .:~ 'r./ , // 4 0 ~v:1~)J ' [)\ Nl!\l C; " C) ..-" /" \ /// \ 0\/'6\ \ ~'J ) ~'J , <D 3Q rr~~o " ('IJ ~~ A- -" - -~. ~ " ~) c,f' , :'\. ---c--'--..... .---- ;v '1~ - f':==-=:.:;.:-=e~ "" ~ [ :yt .:) H 'J 1 GARf\GE ,_ " '" ." I , ~-_._---- .... I -' Jt=_':==F=~;:-~~-==:::-=-:~~~~?~::j'k~_=~~~~=~::~~':::.~~:)~ -::-:..:--_-~_ I i I I I I (.3~r 2' c5 f-- 5 ' tl"n~,} {(5.f~q,n-'( _~~.. ~t __ .....n. . . . .. 2Q '8'.. .. ..._n , // ')~3 0 __~___________~.____.___.___ ____.. _. __._.,. .___^"........___.____.~_~ __--...._...__ .----_.0.------------ __.____......___.~_.._~_~~,~_____~___~_ ---___~__.__________._"____ , ./ ",.. t4'- I '0'/ ---:-~~~:::-::-::-..:-"::::.._:.:::.:::=--==.:-.~.:....'" .--:~=:~_. ... ~_. , . ELgg~~~c/O~1?:_'.~~c'~;-'.-N:...,.~F._~191 N?IFI.'.~I~vl (I~I/(',.,\),r~~o\)o...,. ~. -,.'~ AN' c" ~QfI IQ~\t6~_Bf~Q!J~~I1Q~lL~. I\j r:-. n.,; _ n n ~ G/\r<I-\(-.:,E MEf\SURtJ...H:.~J f'; ONLY _.' ._" __. -~"~~7~~=:::::::~~:~=:=::::~..t.::~~:::~=:::e:-=?::'~-~--:::=:_~~:.=2'~~:~~-:~=:~~_~:f~_:::-=:_~~-~-::~~.'~'~~------;'~~:-~~ =-~-O-~'-'~-~~~"":~:"~:;"r~-~-~' -c..= · J -, ( . f <... ') r, "'~." ;,.l / '~"'fl'I,, "<'';i~.t~ / / / ,/,''''/ /Voll.:., ,...-~tc ,_://II/()/; ,ci'..J F I I, ! 'r...~. . -'" 57e u ( 1 L-' fC)J I j\/() 7c: :5 /;.' /' t'.J ~ Of) / / (' /, / /J L<; /// /I/;:':.:} /1:1'/ I/',/{' Ie) <;: /. (~1:5 L C (};1-y::) / 7/0/\/.5' , r ., -~...'-' ..' .~'. ~ . - -~"<A LIVINC; 1~'82 FN-rRY P()R(~r't :s? Gi\F~/\(;E L~54 ~~l[ , I I III I I I I I <I: I I I ~~ '\\ ~ (' r ~I E L_~ <J~rEP 1;1 SLAB , TC)'rt\L 2068 --- ---~---_.- ---------------_._-~-----"-----~--_.. .-"---- - - ~~_. ---- -"- -... .' "- ,0 co "t DENOTES CI.tANGE IN ~J,E/\I:)ur<E~JENTS ;---'- -----.. -.'-- -..-----/ J- --- .. - .-.--, ..- j'U t11 _ __J r -- - " ' .//~ /I>.!'~J I I /Z/ _~. ~ /' . I I I ~ -1 I. ~ ~: :- ---=1 , I U'l " co q " ..I 0 <"J ('\J I .~,'- --- .'.' --.---.-.-.- --------..----.---..-,....---..-... ,,0 . 0j .. ,0 ~;< "v - / o , .~ , ID I !~'::" -~~_=_~.=_ -== ~=-_=_'-:C_~~.d~:~~-=IJ.J 7r- / 'I' / /... / 'l I 8,2: 0 S t~ . --/r-{ / " ~,'" ," / // 2 0 8 Iq~ tl 8 2.0 8 F-.,f.{~-f-----..- --.-----.t--- --,---- -..-..----------.----,- ---- --,-..-------- ---------- .'-..-'--'-'-' ----,----..-. -' '/ ,.. , 38 0 i--'---'- _,_.________....___u__ -,----, -- '------.'-'''-'- , ' --, - .. " , (~ , FOlJN[)ArIC)N ~AO[)IF'I(~A-rl()N ------------.-----.--.- ----.- ----~._.----------....---'-~ _. ---.---.---------'---.'""'---...-.,--.-------....---'-- .-..__.........---.....-................---- . _ _ ._ _ ..~_ __ ._~___.__.-_._ _... _.___"~._.,,.._._.u _ __ _'.._. ___ ....._.__.__4. _ ~. ____. _ ... _._ . _... _ _ ~. ..-".,"' _ _. __ _ _. ,_ _ ~.~___ . _', .. ....,;... ~ _ .' ~._-_..._.._>.~-,_....._-,_.,.,..-._-_..,..".__.~_.."-_.-. .~..' .~... ......~.".. -.. ,_. . - \ -. '"" --- ,- -,_._- . '. <, r-:-::-------~-::--:-=-:-h.-:-:-::--..-=-.-:--::. ~-=---.--..:--.. -::. :_.:-. -- .--:--... :,".---: --'''::'.: -:-. --.-.--:.: .: :_,c. I NOTF- ~ \ F:LFVf\rIO~\)S I\Nf) F~()OF FF\f\~J'If\lG PLAN~3 I ~v HE:~N U~3ING ABOVE f\l10r)IFICA'rION~;. VERIFY \}/ITH BUILDFf~ VV~U(~H FLC)OR WILL VJ\~~Y PLt-\N lJSINC;. ~' (, <i . . R~'w.ie\\~d for. '.......npl;311'" ''with th" \\incJ load pro'wisions of Stalldard Dullding Code (SI3C) SI.'\:tic.'il \.'tiitIon 1I1dudill8 1992 ilnd 1993 add..;odutlls, Otha lk.sigIl dt'U1t'llls sh.lIl 00 th.; r.;sp.......lsibllity of tIw COfl ..._~_._._,.-'_.~ .~ ._--~ -~>"~ '.--r ~~~ _. -..- 7""- - , RYfvl/\N CON~3~rF~LJ(~-r- tON If\} -:~~.~.~~~ :~~-.:z=.=:.~_-:;--=-~_~-=~.~;;;;;;:~;.~:;~:::= :::~::~..;;;;;;~~:--:=.:;~ SCAlE j "'"0"0 " ORA ,\'1'4 sV R\~ J 20.5, 1991 OA'e B-17 -9f-) ~eV'SfO tra..:.tor, ~- --~--~-~-- ~A 0 [)I F I ()/ynC) N tv1C) DEL. 2137 - ...,-------.---.. _.......----_......_-'~"~..._---,..".._"P.......-..---"""'-'-"-...~"".--"'- ~. ." . I"'lr~: -.......-..----..........~ c I . - James Catalano, P.E, No,J2501 Date ~ ---. ...- . ~.__. _--9-