HomeMy WebLinkAboutBLD Plot / Site PlansPLOT PLAN
PRO P. LtNE
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SCALE: 1"=10'
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( LEVEL W/E,Xi31. Jor51
EAST ELEVATION SCALE: 1 /8"=1'-0"
EXiST!NG RE�!DEt*CE
.+-- y",c1Z'TEAM -
,r",in TOP RoTT 1-1
4/4v PLYWOOD PAIJELA,I .
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ENTRANCE ELEVATION SCALE: 1 /4"=1'-0"
NORTH ELEVATION SCALE: 1 /8"=1'-0-
D ON 1000H-8 CLEARPRINT
w1NDC}w SCAT AbCSVE
E,X157, STORAGE �--- - - 15 -7
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S*7•8"xIi-'T -1ICk DECO -RA GLA5S 13►OCK
4/4— BRIDGr 1G—
�3 PC'. 1T'3
2` x 12" ROOF JOIST 0_C.
GRPOJEL FLOOR
NEW CARPORT
ROOFING : 2 PERMA PLY
1 MINERAL CAP
LOWER FLOOR PLAN SCALE: 1/4"=1'-0"
DOOR SCHEDULE
R- I — RELOCATE Ex15TNG DOOR A5 F:-.HO N
- 3'-0"xtar;-8"xtY4" SIt�tGLE LITE_ DOORS.
WINDOW SCHEDULE -
p\ 8'-O"x 1'-.teu SLtD1ERTo MATCH EXIST. ,W/U;EN.TOR O37GIS,
B Co' 44A1-I1-0'' JINGLE LITE W/'U'FACTOR 0,37SAFETY GLA55.
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F-! 2-0"A - C��k!f.�+/',t'.n WITH 1O"x10�'Ix6.1"HIGH PEDE. 1-k ,R�IUCE FO vdt111 4Mo. K BA DEACH WAY.5Ei'_ TYPICAL PICL DETAIL
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REVISIONS
ARCHITECTS
SHELTON, WASIINGTON
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REMODEL/ADDITION TO RESIDENCE FOR
DRAWN
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SHELTON, WASHINGTON
CHECKED
DATE
11-9-Q3
SCALE
JOB NO.
9h-27
OF
2
SHEET
1
SHEETE
4dx1O" BEAM
Tx d T. RAIL
2"x4" VERT5Lila C. MAX, k
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I..-S)MP501•J D PT
?1S.BOLT TC FRAME
DETAIL 1
2`'X i-0 UECKMG SPACED 1/ ;
APPRox. wT. 100*/4' xL}' PANEL. 2'x P,T, cl-
l.- 1- C, x14NTER
DETAIL 2
CONTRACTOR SHALT. COMPLY KITE ALL APPLICABLE COONS,
REGULATIONS. ORDINANCES AND RITE TER UNIFORM sQILDL>II Coot
(U.B.O.), LATrET SDIT:ON-
CONTRACTOR SEAL: FIELD VERIFY ALL E=13TIS0 CONDITIONS, SIR
ELEVATIONS, AND DI.YENSIONt 714E0R-TO ANY CONSTRUCTION. —
UAL:. DIMENSIONS ARE TAXIS FROM ►►CE OF CDNC*Z1E 0*1.E33 YOT:
0R SHOWN OTHERWISE.
ALL WOOD IS CONTACT WITS CONCRETE OR MASONRY SHALL St
PRESSURE TREATED.
I3IGN DATA
DO/ LIVE LOAD - 25 P.S.Y.
IND LOAD - 20 P.S.Y.
NIL PRESSURE : 1500 P.S.Y.
1TERIAL DATA
CONCRETE : P's - 3.000 P S.►.
RE:NVONOIN0 STEEL . iRADt ao
) CONCRETE MASONRY UNITS, GRADE 'A' - NO SPECIAL
7'2 - 1330 REINFORCING STEEL GRADE 40 4 40
MORTAR : TYPE '3' Q.D.C.
INSPECTION,
CARPENTRY
FRAMING LUMBER SHALL 9E it WI TIE 0R AS SHOWN ON THE
DRAWINGS. ALL 2' LUMBER SHALL BE KILN DRIED (ED). 4' AND
TSICEER :0 9E 01 DOUGLAS 7/R. EACH PIECE 0► LUMBER SHALL
BEAR STAMP 0P WEST COAST LUMBER INSPECTION SVREAQ SHOWING
GRADE MARE 0R APPROVED EQUAL.
CARPENTRY HARDWARE
A. SOL'-3 SHALL BE ASTM A-307
9. WASHERS SMALL SE MALLEABLE IRON WASHERS (MIN).
C. NAILS SHALL 3E COMMON. AMERICAN 0R CANADIA1
MANUFACTURED ONLY.
0. LAG SCREWS, SHEAR PLATES. SEE NATIONAL DESIGN SPEC.
E. ANC30R3 AND CONNECTIONS SHALL SE SIMPSON, TECO,
BOWMAN OR IC90 APPROVED.
7. PROTECTION: HARDWARE EXPOSED TO WEATHER OR TO VIEW INC
IN UNHEATED PORTION 0► 3QILDING 3EALL SE GALVANIZED PEP
SECTION 5.27.
EXIST, CoL -
EXIST. COL. --'
1--1"x \ t 4"XIS„ SEAM•
SWMPSo1•I ECC 44 i
51MP601•1 HUSi 412
x60" 3-TUTD 1io" 0,��- — -r
t�1OTE. A�.IChC+� JG\I.IT�
'41-0-1 SIMPSON A-35
WINDOW SEAT ELEVATION SCALE: 1/e-=1'-0'
a.
R ! , 211 1-V �jEWL ri !o O,C•
DIAGO1vAL5 ►io'o.L
/'
't,IoTE.: 1115L,1.P\- E \\1E'�r
Y# L.L.S W)TH R 20
SECTION A
1) MINTHUM NAILING
PER 71C TABLE 25-P NA:LING 3CffiUL.'..
7) PLYWOOD
LACE SHEET SHALL 3EAR 73E 7RAD0IARX 0► TSE AMERICAN PLYWOOD
ASSOCIATION. AL-I--GR -ENG MULL 00710 W TO PX 1-74. - IEZCENE33
AND LAYOP ARE AS SHOW ON DRAWINGS. ALL PLYWOOD SHALL BS C-D
I:5TSR_OR WITH EXTERIOR CLUE OR A NOTED ON Tea DRAWINGS.
EXCEPT AS OTHERWISE SHOWN OR NOTED. PROVIDE TEE FOLLOWING
MINIMUM NAILING: PANEL EDGES 100 AT f' ON CENTER,
INTERMEDIATE SUPPORT 100 A: 12' ON CENTER.
)kS) WAL: AND P►X1-=-1 7RAMI210
9)
DETAIL 3
L *x y" COL,
g1.1Crt . NEW CAS. .-1-0 isT.
COL W/ ►/ L'x 8a LA[�- - ;�-' -
24" O,C. -
Studs:
Unless ots.rwis. noted, 2nscall nominal 2' z a' and Z' z Q'
studs as 'Mown and spaced as noted on Drawings. ?Lace studs to
provide nailing for surfacing sacarials, double at openings,
triple at corners and Intersections.
Plates:
Instal: single plates at floors except daubls plates where
shown. single plates bottom at openings: scars boc:as plates
to anchor Salts set in cancreca. slza and spacing of anchor
bolts as noted an Drawings: bot:as plates an concrete
foundation walls and slaps pressure -created as specified ander
Section 04000.
Install double places at ceiling.
Qaless otherwise snown, at heads at openings use doubly 2 s 4.
2 x i. 2 x 10 or 2 z 12, wi a an. inch widts far each fact of
span.
Arrange plates to farm continuous horizontal ties. Splice
single plazas: stagger ends of double plazas.
C2:L:10 AND ROOT *TAMING
:oiats. headers, bees, ledgers:
Set wits :row° side up: double headers and t:isM.rs. Double
:Gists under and over partitions fanning parallel co joists.
wners pipes are in partitions. Space douole joists to provide
clearance.
Spike Seams with Ledgers to ends of joists: was hangars and
anchors as shown and specified.
Spike scads t3 ;Discs resting an .had ribbons.
Slack ends Set•.een studs wiser' joists and scads ars sot in
contact.
Lap and spike together joists seating over bearings.
DETAIL 4
2"x 12'1JOlS7
51MP5011 t tU3 2{O
-- EXIST. lvALL-
DETAIL 5
SECOND FLOOR PLAN
ALL DETAILS & SECTION SCALE: 1/ 2N=1'-0"
1 /4e=11-0"
I'
1
DECK PAgES CRELocAT► eDLE )
EACH 48" x631-a°
REMOVE EXIST. Da= Ki1SG, REPLACE WITH I/�"-THICK
CD SNEP•TN1UG 4 5(311.T-JF RooF1),1C�-
I
- aUiLL-UP 1RO0F1.3C
1/2'1 CDX SHEATHING
2'x12"JOIST 12" o.c•
TOP OFio13T LEVEL W1-n-t
_TOP OF RE51 DEUCE 3015T
1i"x126 SEANj
S1MPSOF41 CC4L
4RxL}'c CO1_11MKI
7 SIMPSON CB '414
DETAIL 6
1
to"x 1o"x 2.`) '-41(H Col4C. PEDESTAL
SEE Fo0 1�1G SC1-iEPU1_E
r,
PRINTED ON 1000H-8 CLEARPRINT
ARCHITECTS
& DALKE, AIA
SHELTON, WASHINGTON
203 fAhLfOAD AVENUE
m
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REMODEL/ADDITION TO RESIDENCE FOR
1)
DAVE SALZER & ELINOR LINDQU
SHELTON, WASHINGTON
427 SOUTH 16th STREET