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S I'
<br />� COtMe1N YdFE
<br />NML5 AT W O.G.
<br />IOd LOMZ:t1 TORE 5TAflBrED (N.lE3UTE 2ROY63Od OLFtG7H
<br />5T�A66687 U4.TEWA BAR SIDE, FAQ 5TCF/ © ---A 8'OL.IT
<br />tFAR 53'71; FAR SIDE TBg "Z 51C£1'2R M3 FAR
<br />(2) 24 EMT IPCOLIkti
<br />OR
<br />(312x4 SALT LP C01." (3) 2x6 EA.TLIP COLLW
<br />(2) 2r6 &4T 1PC01RM
<br />BUILT-UP GOLUMN
<br />Ci NAILING 5GHEDULE
<br />55 5CA18 I V2'= 1-0'
<br />57EEL STRL MU
<br />2-1'OX4O' A36
<br />7117AM RODS
<br />EACH YWl
<br />16 V82fA4O0KM
<br />DOM AT EACH
<br />TiREVW ROD
<br />2- 5 HOW
<br />I TOP, I BOT
<br />SIE FLAN
<br />FOR FT6 ,
<br />© 5ECTION
<br />55 SOALE 3/4' = I'-0'
<br />STRX.7tm Nm
<br />MATRA.5TRE16TI6
<br />Strsehrd Skel Fy= 36POO psl. NQ
<br />46POO psi (A500 grade e) for *w wl h6vg
<br />Som psi. tmv gado 50) fa rade fknge baro
<br />Rabdw4tg Steal Fy = 601 0 psl. (A(15 grads 60)
<br />Caaete F4 = CmpmWo e6 mffi n 26 dap
<br />3,000 psi for fadbys
<br />U90 ps). for Mawr skies on Bade
<br />4pO2 psi wiles noted
<br />DFS16N LIVE LOADS
<br />Roofs 50 psi. Tari saw wad
<br />Tow Flews 40 psi.
<br />Banc Md Speed g0 mph (3 Beard Toll
<br />DE50 CODES - LATEST 6DIM6
<br />k"notird BAldxi Code
<br />41710 pYale Eamxjcte
<br />kwikm natkcte of Steel Cash�xtka
<br />Amerkm Caaete Mttste
<br />an Maws of anki'd profte
<br />M**M Ybk&y 5taxkrM tar Ybk4 as maw bi Mac. speakdian
<br />Al**4n Orta of Caasoixtkn
<br />Tbtkad Desi SperXkdkre for *as, roiled Lsmbsr ad is Fastatngs
<br />SOL RSM* DMS VNR
<br />200 psi. as m&b Ud sod or co rpmted 181 for Codings.
<br />Bsarty Yaks to be verifed by a gwtm)rkd a gkuser.
<br />CAODpUTION- AFLHITTEC LRM, WZRA?pC,A1 MO E.FLTRIGAi. RTES
<br />Locdim dmaekra ad det2115 of mcexes, dtpre"10"', "*,ql ad ""Xi
<br />51,011 be Willed by reforms to orddtedud,meclaskd ad ekscf el or",
<br />T@�PGRARY BRALd6
<br />provide teaporay iderd 5cppat to dl Kde ui8 naps ore adegidei) braced6y tbor erroof
<br />shwh+w. Prafide regsMd kmpora' h" for sh Owd ski will pamxrt eaN ad
<br />rill, ore h place.
<br />cmm
<br />V&iff sten ad kcdkn of all spemaxy nth odrrtakrd ad machaed,*Od% qv" n
<br />floor ad roof not Shan m *wkrd hangs not be plead babe shwbxd masons.
<br />rw cairaram ehdl pKnade SWYft dravji waits slobs, Joists ad beano for ap pb"
<br />5preod rw" a mored to POV40 cacrete caner for reHaxry.
<br />STRZPYAL NOTES
<br />ROOF
<br />7M
<br />FOR"
<br />2x TOP R YV POYG6t DWM
<br />PA611M AT W' Of. 5TA66DW
<br />30' pap
<br />FLOOR 7RL%
<br />Yd2X16 --
<br />SOLD PAOMW,YV2ROM COPE AS Rift
<br />V2'0 TfRRMT5 AT W 04.
<br />TM YH7.IER
<br />SECTION
<br />\�W SORE 5/4' = r-0'
<br />TYP I GAL
<br />/^71 5TEPPED FOOTING
<br />rj>j- %AZ NT5.
<br />FOOTW
<br />YRdl too" as cast-hplata uacrete rA cat m rekdaclxi placed 5'4109 of bodo ad
<br />sides. Provds 40 dknwfu 0 d dl spices ad MI arosslg lop at amens ad tta wdlae.
<br />those odewase riled, roll too" ore Catered oder MIS ad aLen fodrysWider
<br />coLrrro. fodng elavatkm 5hom on plm cre to top of kdty. Fw4gs for rile, wdoss
<br />adanbe rated, 0411 b b'thkk rHh o mYdrwo projectbn of 4' each side Nth 2.04
<br />Ali sklw on TWO, vim oNnnee noted, rhail be 4'M to &A-M.+M.4 YYF wtored
<br />n sldo. NI stars stabs on qaw, Wass dl+orrdse rated, shalt b 4'tNck rtltM1 bxb4V.4rbV.4
<br />t4'F (/..flared n skis.
<br />POM COWACTE MLS
<br />Wes* otionase noted on plow or sectiaw,reKace pared cawete r4i5 Kill, 5 vartvAN d
<br />24'm tato helds face ad 5 Waatab d 24' on carter Yekb two. Fewide 5 x 4'-0' (Y-0'
<br />eats leg) carer ton d Won cater, Wftkd rWactg d carer of roll Kdh 3 - 5 YaVd
<br />support bam Ali roll apmtgs kryer Item 12'0411 hon 2.5 d1 Was d . 6dad
<br />reNadyY-0' begod each edge of rut reworag a calYm kra cowm
<br />MA6m LKW
<br />All operYy n h*k faced or Mekmolls not spadkdly h*ddd to have
<br />dhx"Af inlets shdl have tie folbmky: O» L3 VW VbW ayte fa ecxh ramkal 4' d
<br />mwq to a maaam spm of 50. One Lfn61 U2W' Oqa for ambo wmM 4' of moon to a
<br />maxfnm spm of 6'-0'.
<br />5TWIT)RAL STEEL
<br />M stadrd steel sFdl be des4wd, fdrkated ad anted acar*g to ilia Aaakm Mthte
<br />of Steel Cawtrvcttm (USL) stadad specRlwtbre. streod steel s)" shill xppi) dl
<br />cop plot", baby mw*flos, base piles, swerers, spkts,carodkm ad O dl desgT
<br />Sam udro rated m 6r6y5. All neldisg shall be d" uskg the ddekwd we proem vsng
<br />M ekdmdes nWA'daxe nth die rvbs of dw Mmkm Yto*g 5acwtg (ALS) %whrd
<br />1'iekiYy code. AN i"M" Bbd be wtewd"do rubs of da Amerkm Ybk" 50cw
<br />01ER510H Ullm
<br />Ofraakn Yxrba Chill b (b. 2 fora fr a {o Joets, loam ad hoakre. Ydl skids sldf
<br />b Stud Grade SPF a egd. SPah3 d diigtg fa jobb SMII rot exceed 6'-0'. Ywod 6deb
<br />Old Madan shill lava a hl, I VS' Wo of barky at each ad mists notes ohmil e. Azole
<br />d fdsta utdr ardwl pati4xw. NI loam "Joists rot baYy m appwtYy markns SW
<br />b framd Nib 5` hpsar YrayTb•jsbt hers a end. kterlor rwib to Mva 2x4 studs d
<br />W' on carder. Tadaw' nib to Moe 2x6 studs d W' on crater. Ybodjoets shill ba IM hill
<br />Kidh d xpParb'3 vwb s (stud vdl, bears, etc) Woes Mw&e noted Ytod beam
<br />made of 2 or more 2xb xhal be Wiled togsdar still, 56' dmakr hvx}i bps d 2,-0' on coder
<br />w CgAV t 5". Sip pkies to be boded to Wdotion side rill, V2'*mW axhr bits d
<br />4'-0' m Oda moatnm to exttM 6' mNnm oto g4s{ed mason, Emh sM pleb to have o
<br />m5anm of 2 bods Aase lei leaded WAI W of ash erd of each pwce. N*q to be n
<br />acwdake nth We 23O4.gJ of the IBL.
<br />11030Xg' of tsW
<br />3.314'0 M25 7R✓•BOL75
<br />EACH tfh
<br />3-
<br />0 SECTION
<br />S5 SONE 1 tn' = Y-0
<br />I NI)s VY LVL
<br />EYT RY OTHER TR1,%
<br />6a t MNL —
<br />VV 4- Ibd NAIL
<br />EACH TM
<br />om 4 to
<br />FOMET Wac %J I1%'' `—Sm FLAN
<br />ASRE(3RRID
<br />FOR READER
<br />5ECTION
<br />SS SONZ W4' = i'-0'
<br />571dIGIIt2A1 NOiFS
<br />LVL YY.^OD F¢t
<br />LYL mombas noted on dwtgs are 4*AW veneer Ww as mnfzkmd bg Ne TnoJowt
<br />t4 kk EgMlert d adratorh optkn was stem en pl n ore oA d sim
<br />Po = 2w psi, E = lWOM psi
<br />PE. I m HMM
<br />P5L mmbrs noted on dr" me parallel sfrad V tw as mWzhrM by dw Tr *-.
<br />MaHbL Ecpivalert of cabWAorls optka Stas swan cn pion we acted else.
<br />Flo = 2,400 pst, E = 2px1,000 psi.
<br />I'm ROOF T IMS
<br />UoLw to rood rM hew shill be In mcodaxe YO the masdahrere raarrrerdoii"
<br />Trusses Buil be dm4W for a top dad xpernposed load of 50 psi. ad a toom chord bad
<br />of 10 psi. a as Wxd m the dam. 51ah cert8wd cdwl km to shop efe,"
<br />of rod bines shill not exceed 24'm after. TAM CewigrdiM pUk ovwhx4 ek.
<br />i b hdkateA m da ad4tecbral trorrys. Provide gkdx trwsea, Np pds,step�dan
<br />horses as re"ba aa�dyd desk. W to appal off %?mirposed loocb. Profile mold fronty
<br />axhors at truss to mdako]4 Casten tons to b" Val w SVpP°ftYy aacadaxe .
<br />eriagtg,ad txxng soler 4arpressbn mercbrs, shill b Lwtaiwd h Kali de
<br />truss ma+fadrer's dsskii ad dYedbro.
<br />No field ma3lkatbr6X81 be dlo W am"
<br />�
<br />cpprovai of dBs leas madochrcr. Truss mmdxkw 5411 provido maid hayas
<br />roc"
<br />YM FLOOR T145SEE,
<br />tartar for rood Ilea trusses ddl n acordake m1h da maafadwa reamwidatkm.
<br />Raw, hwm 5411 be dasiged to sppxt, n akwon to decd bods, da Oro bob 05W abam or
<br />kxscatW on ft dw". Boor trvxe5 Skill Fane a ffkbM We toad deflation atarb of
<br />11460. Oesigs trusm For tap dxrd"o bean clad beaky ce show on the dv"
<br />or detdh, to adh3 wW*4 or m Ration of floor hum rill be dkwod mOvA da
<br />mnfakrarb rwttan goprovaL 9AWA Certified 4016010tims silts do"etcm", Pwvkb
<br />rgdsr h us5en, Mader oma, dc. ca ragkod to frme Midi tridgyy re rage4rod N
<br />6a f au aufacbxrr. Truss movlakra dell Finis rcakd (Lmgoe shxa retied.
<br />CONCRETE WAR OMWORM
<br />Faotncp 3' Clow loodom ad skies
<br />Yofb I V2' door We teas
<br />cokma I V2' clow to w
<br />51b6 Ita,bottan
<br />SW on Grade Ceder red" In skb
<br />01 d6TAL- W. 11414 LW %FM
<br />HORIZONTALLY TFRO16H LVL
<br />I' Hk Q2 SDS u4)0 VY %MG
<br />TV.. FROYM KTH WALL
<br />Y 1 2-
<br />"B
<br />3 � FASTER FM TOSEW YOU
<br />COW4N HAAS AT W'OL. ALM 154m
<br />'--i
<br />ME OF BEAM.
<br />5TRM-ml PML
<br />SECTION
<br />95 SCALE- WV - I'-0'
<br />6AT
<br />veX!', V2' LVL
<br />3YOL.
<br />611£ t RAL�VV4-Wd M
<br />TO 2X4 SiWUS CINE. VIM t M
<br />TO IRRM65 CHORD 4 PIE05
<br />HAEI
<br />-' tP51DE G17MR
<br />T 5T Sff PLAN
<br />A5 MM FOR READER
<br />SECTION
<br />55
<br />SCAM. 3/4' = r-0'
<br />2.3/40 —
<br />iHdiBOLTS
<br />TRM f5.
<br />WXV1 X 11-e
<br />fO(z fill SIDE
<br />DETACHED
<br />+o_ GARAGE FRAMING PLAN
<br />S5 SONE: V4' = I o
<br />VMFY U57%900f FIRWIS WE5 AID COMTIONS.
<br />COORDINATE Rl31FOMRS Mm AM 6wTLRN.
<br />@16p MQ6 PRIOR TO WA411115 M1 7U ROOF.
<br />w�
<br />05 a
<br />rr
<br />O
<br />DETAILS u
<br />STRUCTURAL
<br />NOTES S5
<br />10 43
<br />3.5 TIES AT 2' Of.
<br />VY
<br />1aR
<br />.6'
<br />—4 -04C -O' ASTM ATC*
<br />rt1D to R
<br />20CZO' COX PON
<br />4- 94 VWA10KM PMO.5
<br />'s
<br />t e3 TIES AT V O.C.
<br />SEE PIM
<br />FOR pro
<br />1151 5EGTI ON
<br />DETACHED
<br />+o_ GARAGE FRAMING PLAN
<br />S5 SONE: V4' = I o
<br />VMFY U57%900f FIRWIS WE5 AID COMTIONS.
<br />COORDINATE Rl31FOMRS Mm AM 6wTLRN.
<br />@16p MQ6 PRIOR TO WA411115 M1 7U ROOF.
<br />w�
<br />05 a
<br />rr
<br />O
<br />DETAILS u
<br />STRUCTURAL
<br />NOTES S5
<br />10 43
<br />
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