HomeMy WebLinkAbout528 W Lauridsen Street (13) STAUL'LMk DESIM 597E
Lire usd5;
hogs 40 psi
sulnsays and corridor-. 100 psf
half 25 psf
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41111100111, olorwill, SOIL YID FM W.IM DATA: RppF_sl_ 1P SMFATN'Y,:
1. Design Of foundations is based on soils Investigation perforArd RMf snat•Tng to be 1.2- grade CDA plywood, I.D. 24/0 milling
17 bt :..ra Assocutks, :n0-, Kirklendw PA, dated JuN 10, 19ES. G ae nd caein or thu:valent P 6" O.c. at supported edges and
2. or faracti shall leer an original fire rsdisturb[d NHw soil 12' P.C. at interior supports.
1 a•tl Ora able sell fill.
3. Allowable soil bearing 3.5D0 psf. Faerior fa;l rags to a+bpd de" Floor
ex sheathing to or 5/e" grade Cis plywood with nte0 G" o.q
z prises below f i1 grade. Pt sip 32hood Ralledges
ng to be lid Capron or r ulvaSuVOlent P 6" O.c.
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it i•1 fkrT[jp � .. Prior a rasstr. ;on, rrf stip debris. any fL e., faMnti ons et Swpgrted eyes tnd 10' O.C. at interior supMr[s.
and Lop sols cot.,ping organic All shall be removed and
4' 1 a ROLE TRUSSES:
�% � G1♦Kr. casted rN all areas which support foundactas, floor SialS. _
sfAewllS,btnwys ane parkiw areas. The II subgrade
soli in the bulldirg arca Shall-then be corpaGed until the top
Prelibriceted tool :rvsses shall he designed by Lane manufacturer
12" is deNlfied to 95. Of Iwttesrs dry density H detemned be for the S;d"S and conditions shown bra the pian% and shall W furn-
4. 4(C{, ' Milli ishet and 1AStalleo in [OnfOrmance with the wtnufacturer's pull
Structural fills shall cosi St of granular, ndn-+7astic, well lined specifications. All necessary bridging, blocking, blocking
r graded nurial Placed in layers of anpruxtmately 8" Bose lifts pelvis, stlffenr;,etc.. shall be detailed end furnished by the
W cOnpKted a at least PS. Of hol.lA r density per AST14-01572. truss NnufactllR 1
�\ 6. All fe tiM clnstructlon, including aAI Of unsuitable
Mural,pru0f cuacl
yion• Placing and es ctfon of fills, Design subdtuls shall bear tae strep nf a ngt[te.ec' professional
CS S l yy . l,�pre INII he els under ohit"Itibra of a licensed ON!lower specil I- engineer. State of wshington. Pe resent and sw ary bridging
Itl.g in wills engineering. 'Nil W installed in conforeance with rsnufactvr,r'S Spectflcations. I
SWp drawings ab design cai4ulatfon5 shall be subwltted to the
CONCRETE: architect for seviev Prier td fibHGtion. ■<L
All concrete shall have uldra,t in Jay strangth of fc 100 psi. GYPSIM WALL SOM: W
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REINFORCING STEL All calls m 111 wa,I 10'-0" and longer. unbroken by don aor
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All rcinforcirg stns •hall conforw to ASTM Ab 15, grade a0. I n� wlndM,m sWr calls. s/8" gypsa w11bGW eacn side still be
--,' all bar min. D axterl (12" aslntwn Reinforcing to be cnn- bests places.
ler"its at 7 o.c. to all studs. ono tot and
s dt
[inngY1�:roYW 1I1 Corn bM "GnKLip115. _
NI Cue '
f �
t ^ a 7. W atrucaml Tier" aha -na to AST code
-\ i. w ding All widsb9 h- 1 r farce to wool cede for ,RC and gas
I-1'+ fw•. TfPtl _K > T e Ice 1 Tc,., r1f:'V ii-1\ w i / 2'ro" widrN In.tl tdinv <onstruttto:. All wlders shall ba <er;i-
�'T • r f d W A.B.O. with current card.
fl'a'k•' T116 � 25'O /S:j - Ail,% TL r„ T+A '• a5'a is f I TY•.: T1iL V ti.LY 1 •. tL■
< / • '.If. ' r / 7. Su a_ structural steel details to Architect for approval prior W
as' \ t ' L♦ a fx - ted•.. NA l Y. /4i/ V. 1'i;r / Ta'.. 1,.A r ll ,p"c can alas 1G.la.
r TR.a f r c •710 f1 i, t 1 r . rs i' T[Yr. Tt•i'^ " ' fS'-o 1(:� r T[rn •+•a'w 3:,nK wa, . SOM PPJMING:
/ TtJ• IE.. ii. r th .,.
Val a 1Ly, f1Kw ITa rs it �JOr ill•, Wt", T,fc! 34 sa+- . . t.0
r t Sehohie of luster gradlnd IB Bak
Tc . . 'L s(k•o" v e'+ ser:.TT Y I 'a'v rs>f Joists - MAXI kiln dries. Fb•1000 psi
r a v • • 4' .10: os Fir ib. 2. Fb•1250 psi unlet
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2''.� 'a"-. •rh 'L is->. rSOr oto
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it. .- Trra F r No..l. Fb•1350 psi Z
-i ! v T. .,. firs �.:•-'�t < .Roasts and Co Fir No. I
r w w Y a Plates 4.0 81. .glas Fir ft. 2 Q
Sleds - Dougle '.ad ge%de
II\�\ 2. Pressure treat all wood :ct with concrete.
3. Glue tainaud beams
A.�- sh- industriarade - l ivivation grade. psi).
B. Fin appearance
I� C. Subvit shop drawings and c<rtifscate of fabrication to
S1iIertMt<ct for ODPMValjoin prior to fabrication.
--- / I t�yM"•'t e. opposite
0 dg ec all oli stn at suPoortn and under under
o calls runinparallel g
s
'i '•N'aT opposite G directs an of ill stn. Double joists joist ail ch span
_ _ ----___ , Itppi +W(t parts Me a.ro�i de bridging a[ all wldSpins of !Discs MM ch span El
J mon Wn 8'-0'.
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