HomeMy WebLinkAbout2201 W Lauridsen Street (23) GENERAL NOTES
1. APPLLCA LE CODES AVO ST44DWS
a. Jnlf.. Building Code, 1976 edition.
gg b. American C.nerete Institute, ACI Standard 318-71.
L'312a3ab`Q-j t
C. American Institute of Steel Construction, Manual of Steal Construction,
�"M.Od FIkOVIDE GRACING Seventh Edition, 1970.
T--v�- '�� W SETWE.EN ROOF 7TRUT d Steel Deck Institute, Design vamtal Me. 20, 1976.
CCNTIN. IbGA_
k I RIC+ID FRAME RWF 10t_512 AN:) EAVE STRUT American Iron and Steel Institute, Light Gage Leld-Forced Steal Design
- 1
CHANNEL CAP _ _ _ — A KOOF PECK
[ 41TTFOLLOW �)F ffanual. inlet edition.
4 # 2. D85Iar
Q, '— -ewe 7f```I RCIOF DECK a. LIVE Lan: eY
I sr7 � Y Ro/of (anew) 25 PSF.
Cl IY - L b. YIN. LOW: 2•PSF (on vertical projection).�'.,PI�• CY••OY)
u1 • r N� - �- -, r
—PURUN 9TuD
GIRT r^LLows - N I I \A• ,�,, J WALL I f0 t. SEISMIC LOl.O: gene 1.✓
C3RIpGING �
app W d. Assumed safe allowable foundation pressure 2,13W PSF.
47OTACHMENT OF + •"fr GARTITION ' ' �. l 1. FOUNDATIONS
SIDE C CN ROOF \ - ROOF 7OI`:ITS
SIDE CP PARA FET I t4w•bEWT PL All footings shall bsai en fire undisturbed arch at eLva[lons cc ns Llan[
b6ID FRAME l -r \ Q(JOF CST BLIT♦ with parameters show on drawings. Slabs shall be uudarlain with a 4" [hick
capillary barrier of granular fill bearing on firm undisturbed earth or me
(DETAIL AT TOP OF BEAM SILWAR) S5F—C,710 N mp
3 — RIGID FRAM= WT compacted earth (952 modified Proctor).T
4. CASt-[N-ecce co;tcRl?tE
r�w
WTO FOLL/iia OWF SLOPE
T•2 Of IJ�T�t L SLC: i C^1 a. All reinforced concrete work to be supervised.
_ LJ ' 4 1 \JIT b. Alltwtooting.ble mini.
and Slab-won-Grade�rwgth o,.e�e PSIeat 28 days
C. Yater-Cement Ratios:
1,000 PSI Concreta - 6 Sks of cement per cubic Yard mildness with
r 4ACdD1)ITI(INAI- 6-1/2 gallons of rater per sacs emxLom.
f +„ RT:' AS Rd. :oxime size of coarse a
EC3,c) ggregate: I Itch.
M`R� hry (Q'-O' -/c MAX. e, maxL. @Imp: 4 Inches.
�Gt1 `t+t••�4 / _ f. Usa water reducing agent L all concrete. Cee air entralnomgt In all
coir:rete.
ti lry g. Farms for r-lnf.ze.d concrete:
> Follow recornded pract(cs for concrete foranork. "ACI
--.*-Q-IIs Standard 747-68 Lor construction and removal of forma'.
j h. Contr.te cover on reinforcing steel:
At earth formed surface.: j in 'ches. -• ocher formed surfacre
that will be exposed to earth or nett [ftar resrY.l of forms:
I l dnchsa for bars larger than No. 5 ane '!2 "has for bar.
UPIOpV-SOUTH ELEVATION VT K LYe. 5 or osall.r. Walls std slab@ set sXpo..d to weetMr or
O
-- --- t
eft (F Pi - --�
I earth: 1/4 loch.
Ael-
I. "inferring Stesi: Use AST4 A615 Grad. 60 raLstforciM ;teal. Fy
W,7'NO , r 60 KSI with dsforeations as or Sp ,ifi.et Leu (ASTM AlOil.
ryORTNEL'tIATM)N �I ` �"S'�-� �1 J, Splices in Reinforcing: All reL:oreing my be lap spltcod. Mmim.m
V CNANNE�� s ?RIDGING AS REQ•D RSR `/- lap Shull be 40 diamsters at a needed.
i GIRT REQ D C,7AT31 LISATIh1M :+F Ti)1ST5 _
2`•�:`T-lfo J' d C race-10-I I k. Oe[all. of Reinforcing: Reinforcing scat da[al is and platin losa
ad,
I ANO TO MYVIDE, ArrQf)PRI/AT•L R:aK�K . '�' i ` shall be prepared by aq esperl aced detaller, and shall be .ulgimitttd
----- - —� •PURLIN"SPACING -C R- ALIGN WITH STU ` + co the A/F for approval Prior to fabrication and ere.tlom.
9LOw `�-4m ATTACHMENT OF METAL 1. Welded vire fayA185
rlc to abric, to Arent fore and the .tuts, of standard
ROOF DECK . i ( � I 1 • practice welded rlra fabric, vire reinforcing institute, latest edlL ion.
STEEL STRUCTURE
A. Structural steal shall be A16, fy - M KSI or manufacturer/supplier
t.,^ alternative grade of steel subject to the Architect/Engineer aporaval
s ,
'OR td4 NI)F^f PURLINSIMETAL D5IX beforehand.
I � z_
SEE ARCIfITEC.TURALJ2k5w1MOS .(-ti 44) ot PROVIDESTUD BRIDGI Nca b. All proprietary structural element, to, the LezmlW tatlll[y sue be
�J ,y r 9' B .ope of the eanu-
jM ry TO MATCH Ca1RT SPACING m� p J O designed by a qualified structural en ine•r. The
g IN MAS SLOG.'^fP N Q r J factum/s11PPILer engineers rock at comprise all aspect. of the
(" N complete structure fecludtng the skin and Its anchorage, orlin .
2 14CaA- JPER C-TOI515 _ - �� a ;4 S //ALL � ® �I girt,, bracl,sq, etc., an addition to the rigid f-ame and its mchoraye.
•" /JAt This shall incl[de tM light atal framed structure, tha imuraz the
(2•SL'101' kA) It[i iS Nt r..Lrooe,.
+ u� U u
.2t� CelKr t3fiYoND -o A Follow amfacturer/supplier-tasted ane recommended precautions,
^/ice 1y11AODW AP GT 1—A rA' II 1 '+.xMures and details
In assure -',.total integrity and high quality
during construction and throughout he life of the structure. Contractor
Q mane. submit State of Washington
reglstered structural engine-r stamped
m 4Dshop droving. for 11 structural components and obtain Archltec[/
Ids ineer's
]( W g approval prior to proceesing with [abrlut.on and erection.
O Ir I� 'f St 6. LIGHT GAGE STEEL FRAMDIG
I�I ,
A. Light gage ste•) freeing member- shall conform to the AISI specifl-
A Carlo" for the Design of Light Gage CoLd-eormsf Steel Structural
-member., latest edit L...
\ b. Allowable Stress to: RendLg std axil - 602 of specified yield
\ 1 I
•� strength.
Lc. Al I light geege steel framing n..be,, shut' be galvanized.
d. Steel for all 16 gage and heavier '*mbare shall conform to ASrA A446
Dred. D. minL,ne yield 50,000 pat. Steel for all 18 gage and Lighter
4 4�` / Z \ FWA OF �Fup ".bar. shall C..fon to ASTM A446 Grade A. minimum yield 31,000 psi.
K)I14e `- T-il GaCp-Ia `sl Provide bracing in valla ro resist oil rind, ,elastic, and construction
_ J� A u 'I" ♦ 5' .�.mJ�✓4m� �IAIfY loading..
_ Z5"-U t--F, e. Fe11ev stanufaetur.... ..roomooda[lea for proper arrangement, anchorage
detail, ansa .reetlln of all light gage constraetlon to acture a aeeure
S E.C, t q 1V g 5 E CT 1 CD N 7
and succts.f sal app lSca[S.n e, r wea produc[a.
. WELDING
7,z
IS. - :ZT N 7'Z 12u me t'.(y, m All welding @lull be by welders certified pet A.W.S. code for welding in
building con,tructton, A.W.S. Ol.u, latest edition.
d. ROOF ORCK Adz SIDING
Manufacturer/sup,liar must obtain Architect/Cnglneer a,yroval rout deck
and af.find' +-cti.+n. at[.cha,ht, colo., ant ver ran wee o. mrfreance.
to/ wit 1Ill
70n,
ND 89110.01 __ NEW TERNyNAL BU LDWG f E T
NO DATE By DESCNIPFION
DATE �II )) PORT OF PORT ANGELES WILLIAM RFAIRCHILDINTERNATIONALAPPOR 72
SCALE lib 1+101TiD ��,r�,1lL<�J11 L1�
EDv.K.M
DIu1TM VK.ISA ARCHITECTURE ENGINEERING PLANNING INTERIORS PORT ANGELF$r NS WASWQTON - --- SECTIO & AILS z i $.fEETB
CHECKED 215 COLUMBIA SEATTLE WA 98104 (206)682-1133 TELEX 321298 BIJLDNG
N TRS CRTC-DONy
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