HomeMy WebLinkAboutBLD94-01470 SFR - BLD Plot / Site Plans - 10/17/1994Dogoom000loODD
IZ
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LEFT ELEV. 1/8"
PL.ATI LN.
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MOD
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KCOO F fin/ I T I-1:-1t1 l 01- Q1I
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-- The Cv:•veci .+ Sheu Check ,,nd Verily hil D+murnaions —
REAR ELEV. 1/8
-Oil A 5OVE ANY
!!
CEP 5I-I^KE ROOF
a.. MO —
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10.
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FRONT EA F. . 1/4"
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ITI
RIGHT ELEV. 1/8"
CHANGESSUBMIT CHANGES FOR APPROVA
L
PRIOR TO PERFORMING WORK
MUST MEET ALL
CUSTATECODESWASHINGTON
Zx8I I Z.5 FASC rA
THE PLANS MUST BE
ON THE JOB SITE
FOR INSPECTION.
2x1 IC,S. GQrt4ER
15E EL CEPAIL SIG'1t4
IIICS. SAO
G CA_RE--
' c( 5pTtfe7Ei
HJJSJLIIJ Jj31JIstT51
/---/Z 0
. APPROVEn
MASON 6- its a ;`Ci0
(77'
MA.No US SU,�EU 6 TO AppaQVAl.
GEo s Date a i7— _
i&9,L) 7 / yQ
EVERY EFFORT HAS DEER faAOE
TO INSURE THE ."CC_r-LACY or
THESE DRAWINGS DY RArkE DESIGN
INC., HOWEVER THE CO"ilACTUA
SHALL CHECK ARO Y.`„,iUFY ALL
• DEMENSIO+IS PRIOR TO CONSTRUCTION.
All Ideas, Designs. Arrangements, Drawings and Plana Set Forth On This ,`-:nest Are The Original Worn Product Of, Owned By, And Are The Prop. rty of Crone Den
and Uea Of This Said Work Product Is Lmated To A Specified Protect Of Thi. Purchaser, and For Th® Construction Of One Building, Any Uaa, tee:: s-= or Di closure Of
Said Plana, Reproductions, Ideas, Designs M^.'C - Arrangements Other rir.n Crone Design Is, Strictly Prohibited By 's.sw Wrthput The Wntton P)=m,ss..=^ Of. Crane Desgn.
U
Plan No.
3636
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id' 4,
—The Convscior Mai Crack and Verify AM Dimensions. —
. _ '
\JAL-
' F FRAMING PLAN 114"
1MYI$ *O . Mm. t tas t
r nv , staff t i
sus.. -
101114Mt t%1d Sn.i 1 eltbalit &
444* 44.44 apprevei of. sompasecing talcs.
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Prue 14* IrC k t. orb.
Sh4e4mt am4ail w f tgaw
30VED
CERLMIG INSPECTOR
; A: o' rr TO APPROVAL
c5;7E6 U4SZ Daie/2 /?-1
y
s $tii9 Mawr HAS Win tuft
TNT ORSAIH41 IV CRANE AMON
F %• � NOWVAR AR Tat CONTAWOR
M44.1. M kW NWT ALL,
OIROOSI PRIOR TO CONSTRUCTION.
As ;ems, Designs. Nre+mowM dioa«xzir and Set Pm% On Ties SheafAra THeQ►# 1 Werk "e*iil t!! MOW 10.11,E C%:t
MR Use 01 rhis Sedd Wyk 01ie0051 Ligtgoto TO A llsoalid PHNOM Cw The Pwrefeimer, end Par The Orr *I** AA 1,100101:
heed Pkk"s. MpeduceMM, Mess. DMIW- s Pow* AnaasemerMs Mow TMan Clem DoelpelsIONNON rpJ**d Op -Um 0~hNa H1!'*s16. 10104460el OM*
ace s—+'glow
Ethait
4
Man No.
ft86 6
MI
•
•-•
ZxIZ F.C.
LAu PKY
— hi Contractor Stis5 Check arid Verify Ali Dimensions. —
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A'vit.. SirA
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APP
MASON &HUMS: IMPECTGR
CHANGE APPROVAL
DaSkflis. Aniiisweniants Drawings and Rime Sot Fardi an This Shoo Are 7tte &Vine Work Produelt Of, Owned SPA/did Arm Ths Piwasorty Datigja,
OM UN 01 This Said Work Oreduct le I.Mited To A Sipacihed 01 The Parcheaer. sod Fwi Th. Osnmlien 0/ Ono Salida*, Any U.hiatN. t!'"4
sadPso&ictIOve, ideas Damian OM/Or Arrertommwo. flOuw Criin• .
DM*
Mori No.
ATTIC VD4TiLifl0N 1/1 '": SPAIOE
r 1 ;''
32/16 •
SPLICED C E SHARES O`h'
S D TiSPOO COX PLWO 04
2X VENT BLOCKS W/SCREEN
A/UD4JS -
1 XV R.3. O ikdRR FAQ
W/ C'% MIL CUTTER
'�,
FELT 1 X4'
DBL TOR PLaTE (SEE 88 BHT a--1)
I7. WARWARti WAU.E=-Ve mos 4N.146
CHM N-1 9 6AI T L eS. ill/ V.B. 1 2' COX
OWO.a y�(- `�M A�+W�. RIR 144LINO) SONG
,i
'` `t PL,AI a:1a 2:44 sluts • it Q c.,:
R-13 BAIT M. if V.S. R-5 STYROFC:';e BO.
04LONAL STL BRING TOP FLOOR ONLY.
LOWER FLOOR SOLLO STET. PER
UEC. 2713 (G) 3. _
PLATE
/CA iL :To fir St/RIM JOIST
PL 9-TL.
3 - ,, cd' /�di4L S
TYP WALL SECTON
80 • 8
O.C. EA.
.'✓'+-tee .�;�r+,;,. .,d,,_
100 • 4' O.C.
' 1OD • 12" O.C.
' 100 . • 6' 0.C.
3/4' T&G PLY SHT
R-19 BATT INS
PLAN-
2X4" P.T. MUESLI.
1/2"OXIO' A.B. • 4'-C'
MWA�X(O.C.&WITHIN 12".
OF CORNER
,(D MIL VISQUEEN VAPOR BARRIER j O Z
12' CLEW -BEAM TO EARTH
le CLEAR -BOTTOM OF OST
TO EARTH
2-#4 CONT REBAR TOP & BOTTOM
r STEEIL & FTC NOT
USE 140 (VERT) REBARMQIIB 48' O.C.
STORY FOUNDATION
4/ 4114i'
2Xif P.T. MUOSU. W/
5/d X10" A.B. • 4'-C' O.C.
1 140 CONT. 3 DOWN
4" CORO SLAB
GRAVEL FILL OVER
R-8 RIDGED INS.
WARM ROOMS OIRLY.
2 #4 CONT REBAR TOP & BOTRIM
TYP :BASEMENT SLAB (..3)
SOUO BLACKING
100•8 0..
►!•
►tea
-ce
-.a
.-
-
..tea
-~a'
aa
•
am 0.1E1
4 i_.�ir eli _iil3iiiiiil�i i�
ra741
160.12"0.C.i...
60•4" O.C. MAX EA.
2X RIM JOIST
5/8' PLY COVER
4-160 W4TO ALL
JOIST EMS
R19 BATT INS
SUPPORTING WALL OR FOUNOTTON
TYP OVERHANG DETAIL
U 26 OR Li! 26 OR EQUAL
HANGER • 2X STRINGER
ENDS
MOM
-WRX PISS Mr MN RUN or MIN WADER r- r RES)
MIN WIDTH 31r HANDRAILS TO HAVE DIGS RET�D
• PLACED MIN 34" MAX 3Fl ABOVE TREAD NOSING.
-FIRE BLOCK STANDS, ONE 1N MIOOLE OF RUN BEfWEEM
STRINGERS & ALONG RUN. BETWEEN STIRS TOP & BOTTOM
-USABLE SPACE UNDER STNRS TO BE 1 HR FIRE CONST.
5 ' TYPE 'X' GV/B TAPE t FINISH.
-FOR COMM. MAX RISE 7 1/?, MIN TREAD 1C'.
TYP STAIRWAY S ECTI O N
I►•4"
Q.C. M ..
4"
h
2X .:. X` • T 6 O.G.
16D 4 _ .C.
RIM JC •
� -- 3/4 " _ "` PLY Siff
2X;: MUDS1L
1 4 COPM RELOR
5 j SOiCO AM OKO-OA
12" C7l ,� }s ¢P 61
UNDER
VAPOR 4-:fd 274.4C'�
2 #4 r MBAR TOP * NOTTOM
#4 i OH7 REAR • 3Z 0.C. Orel)
AS'
A. ROO
1. 2CMI L Off§
LIVE Ltd 25 I, (s 1.
45 F`
B. F11rD0R LOIZ LSD 40 rsr tti. rA LAND so P'3
C, 3e10 ;:ice''. 3, VINO. 14W
IX MONO LO-iD 22 Ps
E. SOIL LNG CAPACITY 2+ f + . 80Il. T
REQUIRED ON ANY QU�LE
2.
I.. ASSUMED MAX SOIL BEAMING . CAPACITY 2000 Pi? 't.
ra. POUR F C try ONLY ON UNDISTURBED SOL Mari)
C. UNDER FIDOR SLAAS COMPACT F1IL 10 SOX I MO
aaliaglE
A FOUk0ATTONc AND FLOOR SLAB coNCRETE SHALL OE EOWIL
PSI)) 2000 pa. MAXIMUM WATER TO WANT RATIO. 5-1/2
OF CEMENT PER CU6IC Y F' CONCRETE AM 0-3/4 OALLONS
43T WATER PER 94LB. SACK OF CUT-- 25C0 PM ASSUMED -
PRO E < `NCTTh AT 23 DAYS. S Sl'.f it I N/Cl YMEL
B. � C Gt ftI OF STEEL: 3' , 2 Ski, 1 1/2
awe2?'-'.q
SUPPOIOTIP PLAN
2X6" C - (A. S. E
OR M1'i. TIE
(PC Tom)
4X6' SUPO s POST
#90 FELT
1 /22'tX3= -- :'T PIN
CONC PLAN
(OR PEI rOS . sue# -.OR)
.4 MIL Y4 o13EEN
TYP POST & SEAM „plkal.
2X4" STUOS O 16' 0.C.
2X4• P.F. MUD SIU.t / I /20
X1O' A.B. • 4' O.C.
4' CONC. SIJIEi OVER
4' GRAVEL ALL
2 14 CONT. REELAR TOP O. BOTTOM
DOOR FRONTS WITH NOT LESS
THAN (2) 5/101C A.S.
OVER r WIDE z' R MALL
TYP GARAGE FOUNDATIOR
SIASON H2.5 HURRICANE
TIES ITYP)
ON If 0..C.OR 6D
ATTIC INSULATION
R-38 ELEC. RESIST.
R-30 CAS
/r GWEI (TYP)
A. ALL REINFWCING STEEL SWIL BE : t , g4ribilot
GRAM 8111 Et STEEL -A TU A615-72 GRADE40; &r . CLEW
AND FREE 0F min.
B. SPUCES, VOOOOZ LOCATED AND APPROVED SHALL SE A OWM M
OF 12 2500 ) OR 30 BAR DIAME�- ►gi(COi C. • 2000 PSI
40 DIAMETM.
C. A1J. ro SK=Li. BE TIGHTLY TIED MD 51.PP01T'i D';2tiNf3
CO IRVCRCN,
i,. WaDCD %RE tiCSH SHALL EIE AS'Tlwl-= ° .
5410
A, POI U 2504
'►) RAFTERS, r! I OMNdAL HF NG M. A-50
OCR RE ETT Ti1E USE. O . OF 2 F SPAN C• 1 17' W/2X1 T'
O. 16' 0.C. SEt ROOMS PLML
C. MAW, HEADOtS L
4`NOLIINM., OF"2, ra-i 250 P•-C11 IW2, I E. 1 OW Phi
5° NC Mwi., OF 1 I -13! 0 PSI- O 1 G50 P IF'
2X1 /
O. STUDS 4" OR r , "a If STJD 2 F -1 " P
USE. FOR 3 SICkW MOS USE 2X8" OR :l' • 1 0.C.. f 2 OF.
E CJ J-1.44 BEMS 20F (FG -2O30 Pal) OR S: (P-2 0 PS)
USO-25-
F3&2400 PSI Y Alm ! E3 OR 1 Pl AYH l tO: OTi GLUE OR .r
ONEAR TYPE koWS HT• SPAN I ,AVY
FLAY USE 20E-V3 OR . EQUAL FIDIN2001 PS , r`k' _f 36 MAL
F. SEE PLANS FOR rPLWV00.
ALL RAL S BE AS114 AO.it r 'y:, CLEAN AND
NEE OF RUST. PI : COL SHALL LEA 3, s 6 OR
A A38 STEEL
(&SC.)
A. FRASANG TO 191E IN COMPLIANCE WITH UBC EEC. 1702, SEC.
2516, 2517
3. PR 'DE NAILS N AC DANCE WITH UDC SCPC01.1LE 25-0
ITLZOLI
STROC EN.. SPECS TAKE PRZCOXNCE CRER 464PAM
SCP ,T .A1.E AND OMER GENERAL SPE .
C. i-7..L - - iJ{ i it ¢'- a FSi a 'f` AT
FAR- .�'ONS, AALSO COMPLY WITH S 23CR-f, `) a 231 '
;D. PRMDC 8 OG OR LNG AT MO -SPAN OF ALL 5ANS
OMER r-!r.
E USE APPROVED J09ST PIANODIS WHERE REQUIRED. D0 S
CEILING UI41N SHED.
F. ROOF TRUS: SIZES TO BE VERSIM, DE NL€D IVO MOWED
BY TRUSS I►T.A UFACTLRE3R. INSTALLATION MID BROOM SHOAL
BE PER MANUFATUoalS SPkCB'1CATTOz'; AM INSTILIMOIS.
ALL TRUSSES D,EZ- MUST BE STAAPED BY CC. OA S;A1E P.E.
CARE MI.Ltor 8C TAB DURING U.RiZii014 B'' BUILLFOO 70 NOT CND'
LON) TRUSSES WITH BUILDING MAT. AND TO AOE UM%Y OWE
A. V' 4" OR STUOS AT 1 Or 0.C. PER UDC 1702, 2316, 2517(0)
B. COOTLE TOP ►ALA Oa 'M1LL NAVE ric JOINTS STAGOERM I I
IFOL.S TWIT 4'UN NML2NG OF i -16D • 43' Wit L1-°S 0 EACH
SIDE OF JOR VI/160 • 12" O.C. 1 PIA1tw EXT. & MKT.
LONG WALL (2&3 STORY BLOG) ".
A. APPLY ROL0=e4 IN ACCORDANCE WTTH ie'SC.SEC. .`...s.
B. PROVIDE A L N VTILAflOti AS INDICATED Oft ROOF` FRAJEW4G
PLANS. A.MO SECTION 3203(C).
FRONDE-AND WARM ADDED FHWA41014 LEA. t '-
R-38 MUNN wirel R E -c
R-30 M S WITH GAS HEAT L1EM T. FEAT
R-30 VAULTED COLINOS
R-16 WAL S
R-16 FLOORS OVER UMWATED SPLICES
R-8 AT SLAB PE Tt R, WN.3T1 E ORMXTTAII.Y 2
UNDER SU % WHEN CONCRETE FLOORS ME W
12' OF GRAD€.
ALL Ct AZ1IQ SHALL L BE DLML RAMO AND S0. FT. Of
SNAIL NOT EXCEED 21 * Or GROSS FLOOR AREA
ALL OCZYNCS AND .t0NTS Ned E.'otTER10R WALLS SHALL OE SEAM
CAULKED OR BEAMOBSIRIPPED TO LSAT N LZAKOME.
AN APPROVED VAPOR SAIWIEF SI•iL SE PROemlY INSTALLED IN
ROOF e NICER FORMED MERE
ARE APP DIRECTLY To THE OF ROOF HAFTL M
•
.SO *4 fERI0RW
0CML .4 MIL. VISQUEF3i MOUND COVER, IAPP1. 16,-Ir AT JONIS
.;0,45r� � UP TO F°)U IOION WALL ( CRAW AT ALL CRA
MAC EauPhIENT SHALL SE WED NO GREATER TI404 12BE Of DEMON
LOAD AND A MOURNiWTD OUTPUT OF 751i, THERMOSTATS
ACONTROLLING
MEAT SUPPLY 10 MOUE THAN ONE ROOM SHALL HAVE
fREPLA ES SHALL IMPOUNDED WRMA
A TIGHTLY FTITTN; FLUE DAmPERs.
B. READILY ACCi3•LE MANUAL OR AUTO CONTROLS
SHOWERS SHALL HAVE A FLOW CONTROL. DEVICE TO LMI' M Nr SO A
MAX OF 3 OPM SHOWER HEAD.
WATER HEATERS ARE REQUIRED TO MEET ASHRAE .
1 CLIIATa. '► i, ► WNW itS AEA, 1 PO.
FT. FOR ERICA too so. OF . OR a sA.
1O BE PI/ICED AS To neon THE COMERS AS f9iAC--
TICI4. NID SIIML PRONDE GLOSS 1INTIAT10N ON
AT LEAST TWO DPPOSfTE SIDES. UDC SEC. 291 SOS
2 CRAWL M•1. 1 •!"24'
sEC. 2S1ed
3 Art MILLArosi 1/t-) CA 1/300
IF 1 /2 S SOFT A 63 La .7 PAINE PLATE LIE.
UGC SEC. 3206C
4AMC MW2Z:LEA w dNA,
14N01i RYd4 `t G
SEC. 32. USG
5 0 RCM 40 44A1X0 OPemitz WOW
OF 1.5 SO. F. OR Lr"RG w A ti-P?!'.I� YQR-
R.AtiOx SY114.14, CAP4A17 - P'I ] '•Mir 5 NA OR6tr
NOES PfR MR, WALL E saw ' O. I. 1206 UOQ
4 Fi V/ry,,�/ ! sousou, * 4: 4/OVEAS TD TOM
�r
#� 110N MIN 1 OM
TfPV3 A St.00 6' :: & 3--41 UPC
OAAVE - 3 kRif&Miir.. TO ME 1 IMt
(`5/3' T"/4" OR MAIL GI
0 T .L. 4t-tgait F PI1bN MON
WASrfLseugr 3A Wt a
6 E`iIRE' C cam.; r �= WOW MU P A
TMI<TCUM OF5.7SO. FT. DE
T MAN OFM,IM 100l
Mil NET !� OF . Ofift-
T7A C; S LL TOT BE UORE THAN 4'
WYE FF
10 FIP 0;OE 0 U SC, CHAPN1Ot 371
N40 Lr0CAL. E ice T. ALSO REBAR AS PER
SEC.. 37€13(T) UAC 11415,
11 14E4Prf? vsou. UTe Al LVOT
16' =1,4 THE MKT OF AND AT LEAST tr BEYOND
DOM ODE Or THE. nrx PUCE OPDINO. ERE
F P.21WNW; 13 6 SD. FT. OR LARGER. _
TPt RiARryl EX(E.0 314At..L MINT AT LEST sr
SOTHE' F' L 4.:OCE7= y I A ^. ttii
Mfg' i "Y MUST NOT et sumv7am 4 • 1M ►
2 hert4C34.4,4% A`41I `rn: ? MR = , ,e4
VA;= / aCK.7.33 SNAIL Cr.AY =14 =I 2 10,1 STATE
OF 4 -,SHINGTON ENDIOT CODE.
13 CLAW'rIY 0 Wit M.,G Y A
NO.s42 AN3 �.:--A..
EXCE"TTONS ARE AS 0 "Ts ai N " , 4 ,
t4 CUM N4 Lir.ATO4 emIZITC tT 4
SV:14AS CLASS ow C -'..GAZFAI a
04 iiT101 SIDE OW A D:., .
1'rk4N 1 S' TO A FL iX3R. &CVO a
LzaTtr
LATED unitr mAss art sttetu
MASTANT PLASTIC. OM 5408 WO Kam;
15 SLICX40 GLASS DOOM TO DE Sffit.IY DLAZah
LAviWiTE3 OR TEmrtnrn GUI.
tENWOONXII, PLASM SEC.
aitSS
OR TER NJS �i . SC. 5400 L
17ALL MOW Wu woke emu. tim 4"lrm
me COMPLY WM4 THE 1686 T 31A
VOW CCM
vok
TAKE: blOTt 1
RE THE ACCUReACY , OF THE CONTRACT 10
ANT, VERIFY ALL Deerelows.
wc Armada PIONS APE THE PROPERTYOP CAME
INC. N4Y REPRCEALITOK OF THESE PL.A. ,
C MMVOHT LAWS. THE HOWER OF TEE
ORAIMAIS MUST PAY A FEE FOR T* USE OF IAE
LMTFRAi. THERM OR OE SUBJECT TO Lam. ACT10N
BY CRANE DESI<ON, *40.
E
CiiAosctEs SUE.40' APPri, AL
DateL.� -{
'PLAN NURHR
►•4
N.... PLY SPUCIE: SHOULD BREAK ON COMMON MEMBER
/D • r 0.C. •SOLE PLATE. RIM JOIST. k
TOP PLATE
IN_
DBL TOP PLATES
1/2rPLY
2X(r STUD
SOLE PLATE NAILS w/15D • 8' O.C.—STAGGERED
PROVIDE BL000NG • RIM JOIST
RIM • FLDOR Jor *LAN
M .,
tor 14
FOUNDAT!ON/RE,TAINiNG WALL
2Xr STUD WALL
BAIT INSULATION MP)
BD•4. O.C.
5/8' ANCHOR BOLT • 36' O.C.
2Xr P.T. D.F.:MJDSILL
#4o STEEL CONT. HOW. • 12. O.C.
#50 VERT. 61 24' O.C. OR #40 • 16' O.C.
2X4' FURRED WALL
✓ CONC. SLAB POURED TIGHT AGAINST WALL
• GRAvEL FILL UNDERNEATH
2 #4s CONT. 3' UP — 3' IN
BOIL
USE FULL a' WALL GRADE
RISES ABOVE 4' ON WALL
'. s TO 4'-0' HIGH W/PONY WALL—NTS
HEADER (AS PER PLAN)
C POST CAP
6X6' #1 DF MULLIONS
ST-22 TIE STRAPS
(2) VC
2X6' STUDS • 16'O.C.
f
2 ANGLE TIES -�
16D•6' O.C. FOR
2X6' SOLE PLATE
STRUCTURAL MULLION DErAIL 1A
5/r0 X1 O. BOLT
36' O.C. W/2X4' •
P.T. MUDSILL
r• ■
1 #40 CONT.
3' UP.
jic
NON —BEARING
1HEAR WALLHQ
WH PLYWO0D
USE 5 rXlO' BOLT •
37'o.C. W/2X4' P.T.
MUDSIU.
MINN
2X8' STUDS • 1 r O.C. •
3 STORY, 2X4' • 1 k2 STORY
5/6,X 1" ANCHOR BOLT • 48' O.C.(3 STORY)
MUDSJLL
4 CONC. SLAB OVER 3' GRAVEL Flu.
2 /40 3" UP & 2' OR 3' DOWN
111111rill=1
.4 MIL VISQUEEN W/ 1' SAND OVER • LIVING AREAS
5• MI
INTERIOR BEARING WALL ON SLAB
(2) 1/2'.X10' MIN. OR
IF • SHEAFIWALL. (2)
5/6'0X10" w/Det. 2X 6'
MUDSILLS
2XC STUD WALL
6' CURBS 6' WIDE —CONCRETE
4' CONC. SLAB ON 4' GRAVEL FILL
SPLICE OF ANY)
4' CONC. APRON
2 #40 CONT. 3' UP ! r DOWN
GRADE BEAM AT GARAGE C
SO • 4.0.
EACH MEM
1S0 • r o.C. (2 STORY) OR 12.O.C. (1 STORY)
SOLE PLATE is STUD SIZES AS PER PLAN
M JOIST & FLOOR JOIST SIZES AS PER PLAN
PROVIDE BLOCKING AS REO'D FOR SOLE PLATE NAILING
�• ��
RI5/6'0X11r ANCHOR BOLT • 32"O.C.
DBL 2X6' OR 3X6' MUDSILL
1 _ ONE L-50 • E.A. JOIST WHERE SOIL UP ON
mil WALL.
WALESS THAN 6', CAN Ot►NST WHERE JOIST
TO . WALL
- #441 • 12'O.C. OR IF50 • 1ir0.C. (VERT) w/SOIL 6'
ON WALL; #401 . • • 16' o.C. _ OR #5 • 24.0.C.
W/<6' Sol
1140 • 12.O.C. OR #50 • 1ro.C. (HoRIz)
u/rZES Et/y/Ai&-iel'
b
6' FOR ONE STORY & STEM WALLS<8' HEIGHT
6' FOR TWO STORY t STEM WALLS<8' HEIGHT
1 #40 CONT 616',WAL1.S. OMIT OTERwISC:. (r DN)
STRUCTURAL NOTES:
IMICALSCSMIUMMLSEgrancaote (MAINLY FOR 2 It 3 STORY RESIDEPICES
wrrH on WITHOUT DM►YUCHT B1ASEMD1TS)
L
OR 1 P • BOARD
ikoCrlat:c(2. COX PLY. (1.0. NO. 24/O MIN.) WED WAD AT 11.04. 4
• EDGES OF SHEETS • 1TO.C. Pi FIELD. WHERE HAW *1'1S *.L
WITH ATTIC ROOF SPACE ADJOINING WALL. CARRY PLYMOOD. THROUGH The SPAM Fiat
FULL HEIGHT OF STUD WALL OF ROOM. NAIL 2X4' OR 2X02 SOLE PLATES ..W/1 S0
AT 12'0.0 MAX. ON EXTERIOR WALLS PLYWOOD TO GAP RIM JOIST OR ELSE MIMASE
SOLE PLATE MUNI) TO 160 AT rO.C. DOUBLE ALL TOP PLATES 1 LAP AT LEAST
46' AT JOINTS W/8-1 ND EACH SIDE ! 16D AT NOT OVER 12" O.C. M.CNO RATE
FOR EXTERIOR MD MAIN INTERIOR LDNG WALLS.
2DP.USE PLYWOf ; SPECS AS IN 1 tamiOIR INCREAu a TO S0 a
4O.C. AT EDGES * CO.C. IN FIELD W/ALL JOINTS EDGE DLO( KED Vr MUDS,
PLATES OR SPECIAL EDGE BLOCKING. MOOSE IOLE PLATE IWAEE M 10 13D AT
ro.C. MIN k FOR INTERIOR PLYW000 WALLS AT II-0.C. MEEt!1. OTHER SRAM
TO 1 Mgr. IF DOLTS ARE LED FOR ISUDSILL S SEE PLAN SECTIONS OUT USE 5/r
XIO' ANCHOR MOLTS AT NOT OVER 4r0.C.
3"USE PLYW000 SPECS NS NI 1000 OUT MACRAME *AILING TO 111 RAU 10
r O.C. AT EDGES 1 r 0.C. 1N nab w/Elul JIDGOI BLOCKED NJ IN 2
INCREASE SOLE PLATE NAMJMO TO 110 AT E'O.C. 00ENI00 MALL* ON O.C.
FOR INTERIOR WALLS. 2XIP P.T. MNJDS$U.S ARE MOM
MOLT W
X 10' ANCHOR MOLTS AT O.C. MAX. ALSO SEE wAU. _ FOR
SPECVL SOLTIIIG • MUDSLLS. OTHER SPECS SimlIAR TO; 1 Dm
400. WHE��R/�E��HAVE LONG INTERION S 8' LONG) SUD�I JIS PAARTY WALLS.
0 C.�ST S/2' DRY TOP NAILED Woo r 5 60A I D AT
•• SU TON PUA1ES FOR 1 BEM %BLUE EMI
FACE THESE WWI* MAY OE INCREASED AS NO 471 UOQ. NAIL
SOLE PLAU3' W 16D AT NOT rO.C. FOR LONG (MALLS Pfaff WILL.DOUBLE DOUBLE THEN 160 AT 1 O.C. EACH. WHEREPARTY SUSNM5/CX10. DOLTS AT 4r0.C.. EACH ISUOILL WOULD OE MINIMUM FOR 2
* 3 STORY 9UILDINSS).iu�
812o', usE 1� ROOF MEANING (Lb. 110.. 32/18) MAILED • I .S
AT VO.C. AT- t AT QAEBLE EIS 1111/111E$ • Al' PLYW000 1
1 t 0.C. IN FIELD tioL SPECIAL 104140 CAIER OTHER (HEIR $ !
AIL JOINTS is LAT .ACE CAAIN poreiocuLAR TO 1*JIIES OR
61 USE 3/47_100 PLYWOOD, OINOCNON. t oft tax FON HOC
NO 3 ' 1 E 1) �dINI�D W/100 NAILS AT 4*. 0.C. 0OCIvIO & AGM OVER
. SAIL*
PL WALLS OR 'PARTY • p1 ER LONG % .LS O r0.C. AT EMS
t _ _ OF1 64 FEED. SEE SPECK - ON---P1 4S. IF ANY. -STI R ,
ALL p�RAN ,
4E it ACID LAY FACE G10 JOIST.
N.
t . T-'• . • • • •:. ' 4 AT 211 DAYS. 2.000 PSI iEIIA►r SE
USED BUT IAlE1C0111>4DED EWER STNENQM.
2. UK AS*, AOIS-S9 OR 011UPL GRADE 40 NOMA UPPED 30' INc.
AT SPLK S, COISERS • INTESIECWONS, F 2,000 PSI CONCRET1L LAP 40
DUMETER MIN. r,.:
IN
1. FOR . USE -v2. V3 OR EAIIAL 1 wMri A.
UBC 1fe VISUAU.Y GRADED WESTERN 3POCi13). Fe- 13b OR 118
PSI « MOWN. OLJL MANUFACTURER MUSTWAFY IN WRIWNC TO GLEAN -LAY
SPECS PRIOR 10 ERECDON ON JOG.
2. WMaE NNE SHORT SPANS Me* omen USE 20E-v3 OR raw& UM PIM
2,000 PSI 0 FV ii 136. PSI ! OTHER SPECS SIMILAR TO # 1 MOVE.
N
..7' .7.71E - ,.T i i >'Tr. ]'r*.�^r' ] ] --�•
WASHINGTON STATE P.E. STAMP ON DEMONS. DURI NO ERECnom OF TRUSSES. DIE
BUILDER SHALL TAKE CARE TO ADEQUATELY •*ACE 11RSSES ! ALSO NOT 1O WEIRDO
THEM MATH EX CMS OUILDMIG MATERIALS.
2 j40 CONT 3 UP
4° CON( SLAB POURED AGAINST WALL
4 GRAVEL FILL
R-6 RIGID BOARO INSULATION • WARY ROOMS
>d�
z
I"1
RETAINING WALL
FOR JOISTS 1 TO WALL/RETAININ3 WALL UP TO r NOWT
MADE
100•4'O.C.TO
oLOcKsoo
3/4' PLY
2X BLACK OUT 4'-$ • 3r0.C..
WITH OPT r-cr NE IT.
4r0.C. 61-4
2-LBO • ILOCIOHG TO NEiIti WE
DTTAri..S SAME AS 14
Rti-AINING WALL
FOR MOT PA"u,fa .0 MALT
w IRS* 1�.r'3�•�� _
MASON5(4{4, a '• aai3tECTO
CHANGE SI�r�..�B�C3' TO �- O AP'FIi011raL
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DAWN
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