HomeMy WebLinkAboutPermit D99-0310 - Matheu Residence (Only Plans)d99-0310 matheu residence purged
16444 53RD PLACE SOUTH
ONLY PLANS
MISSING RECORD
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1999,
ECEIVED
CITY R OF TUK`NiLA
SEP S 1999
PERMIT CENTER
: A 1Yfl-
ems+
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VASturn, ittsfeengs. tier fNslatws¢r4T
maintie AN,
51 of I
44 71')1
11E L1 lvc RKS
Shear Nall
SW Sheathing
(I (Thick (side)/
Edge
Nailing
(in oc)
Anchor
Bolts
(in oc)
Bottom
Plate
(in oc)
Rim /tlk to
Top plate
(in nc)
Allow
Shear
(61f)
Notes
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P1
it
12'I G`fCap „IpII
I2 j l , I
L_
MI D30
�24�r Ftor
VE!WF( °fled
=1 Shear Wall Schedule I
[ 1/2" Sheathing w/ 10,1 Common I
CANCELLED
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IGr. III Species) -
( Shear Wall Notes
GENERAL NOTES (apply It all shear walls)
a) For RaLCd Sheathing panels, space nails H 12 in' (205 nun) oc along
intermediate framing members.
h) Block all panel edges with minimum 2t (51mmi blocking.
a) Apply nailing Lo all studs, tot and bottom plate, and blocking.
d) Framing to It' , of 24 in (610mm) < -.
e) Fas Leers shalt be driven rlush wit, surface of Bing.
SPIECIAI, NOTES FOR SHEAR WAI.I.S (apply Lo walls spec:":. IA noted)
1) AI'A ILaLed Sheathing 1XPI /EXL'2 /I:XT or C- C /C- U /SI.rncL II Plywood.
2) Slrncl I APA Rated Sheathing EXPI /EXT or StruoL I Plywood.
3) Provide :it's (76mm) al adjoining panel edges w /nails staggered.
l
4) Offset panel joints on each side of minimum min mum one stud bay.
5) Provide minimnm Jx (76mm) Mocking of ,joists beneath bottom plate
wi L, hotLOm plate nails staggered.
Nom, pl5TVa ZL�r`
} t } �IW l, lz `t :o 5c13'
FOUNDATION NOTES:
Z WII7A-
= rFII AFEN EIIC -.(C
1 - -
1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED
SOIL. ASSUMED SOIL BEARING CAPACITY TO BE
2000 P.S.F.
2. ALL WOOD IN CONTACT WITH CONCRE FE TO BE
PRESSURE TREATED.
3. ALL BEAMS TO BE 4X10 DF BOON 4X4 POSTS (4X6 AT
SPLICES) ON 24" DIA.XB" CONC. PADS UNLESS NOTED
OTHERWISE.
4. ALL POSTS TO BE ANCHORED AGAINST LATERAL
MOVEMENT.
5. SOLID BLOCK AT AL POINT LOADS FROM ABOVE.
6. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL
FLOOR JOISTS WITH SPANS GREATER THAN 10' -0 ".
7. FLOOR JOISTS SHOULD BE SUPPORTED LATER-
ALLY AT EACH END AND AT EACH SUPPORT, BY
SOLID BLOCKING OR BY ANOTHER APPROVED
METHOD.
B. PROVIDE MINIMUM 18"-24" CRAWL ACCESS.
9. PROVIDE CRAWL SPACE VENTILATION PER UBC.
11 AM/ER- 6OM.I1
_ 4T11K-
WIMTF_ SAJt'P Y
y�F P1crov. r&AH
FJ4' LIWAT
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Ft
AUG 2 7 1999
PERMIT CENTER
4 /6.
4 21 - V.37
Plan No- I
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k�Iw1
worx LTOO O
GENERAL NOTES
FRAMING NOTES:
s T }"
;xlsT, bEC..k-
ALL WORK TO BE IN CONFORMANCE WITH 1997 UBC.
2. VENT ALL EXTIAUST FANS. DRYER VENTS AND
RANGES TO OL T OIDE_
3. VENT WATER HEATER PRESSURE RELIEF VALVES
TO OUTSIDE.
4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND
MECHANICAL PENEFRATIONS-
5. ALL SHOWER WALLS TO BE WATER PROD" TC
MINIMUM 70' ABOVE DRAIN INLET.
6. SHOWER TO BE LIMITED TO MAXIMUM 2.5 G.P.M.
'. FLOW.
7. A, GLAZING WITHIN 60" ABOVE DRAIN'. INLET TO BE
SAFETY GLASS
8. ALL GLAZING WITHIN 24^.OF DOOR OR W ITT IIN 18"
OFF THE FLOOR TO BE SAFETY GLASS
9. ALL SKYLIGHTS TO BE PER UBC SECTION 2409
1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH
GLUED AND NAILED.
2. ALL HEADERS TO BE 4X10 DF RE UNLESS NOTEC
OTHERWISE.
3. SOLID BLOCK BENEATH ALL POINT LOADS FROM
ABOVE.
4. SOLID BLOCK OR BRIDGE AT MIDSPAN OF /.1 L FLOOR
JOISTS WITH SPANS GREATER THAN 10 " -0
5. FLOOR JOISTS SHOULD BE SUPPORTED LP.TER-
ALLY AT EACH AND AT EACH SUPPORT BY SOLID
BLOCKING. OR BY ANOTHER APPROVED METHOD.
C ANCELLED '
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DATE
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hr E ��IECEIV IU D.
"CITS' OF TUKWILA
L
2 i 199nAUUG 2 i 199)
TUf <VJri ,.� PERMIT CENTER
2LIBLIC WORKS
51
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CITY OF TUi<W
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Plan No-
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Dqq 030
AtT1GMENTll$1544
PER UBC 1505.3 THE NET FREE VENT
AREA SHALL BE 1000 OF THE AREA TO
BE VENTED, WITH 55% OF REQ'D VENT
AREA TO BE LOCATED MIN. 3' ABOVE
EAVE VENTS. T €lE'. BALANCE OF REQ'D
VENT AREA TO BE PROVIDED AT EAVES.
CANCELLED
ROOF FRAME NOTES
I. ALL IIEADERS TO BE 4515 DE 11 2 UNLESS NOTED
OD IERWISE.
2. ALL OTHER "TRUSSES:
• SIIALL CARRY MANUFACTURES STAMP.
• SIIALL II AVE DESIGN DETAILS AND SPECIFI-
CATIONS ON SITE FOR FRAME INSPECTION.
• SIIALL BE INSTALLED AND BRACED PER
MANUFACTURES SPECIFICATIONS.
3. NO TRUSS SIIALL BE FIELD-MODIFIED 1VI'II
PRIOR CONSENT OF TIM TRUSS ENGINEER AND
"DEC• MELDING DEPARTMENT.
4. PROVIDE ATDC ACCESS MINIMUM 22 "X311" W1211
MINIMUM 30, B EA7ROOM.
5. PROVIDE ATTIC VENTILATION PER UDC. ALI,
El/AMINO TO COMPLY Shill UIIC CIIAI'l Eil 23 NAIL
SIZES AND SPACING TO CONFORM 1'O UDC SEC-
TION. 23114.3 'TABLE 23-11-13-1 AND SUCTION 2334
11OI; TS AND OTT IIIR FASTENERS 11) CONFORM TO
IJIIC SECTION 2334.4
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APPROV
0 07 7 1999
g ;! DING DNISVON
RECEIVED
CITY OF TUKWILA
AUG 2 7 149
• 11 PERMIT CENTEF
TU <44�1i_H.
Pi.,r _�C WOEKS
Plea No-
I
Dote:
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-4
T or .1 Sheets I
MhT�N 12
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— 7
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CANCELLED
12
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an of Tulrv+l,
Fe EC ETV r UG Z 7 7999
PERMIT CENTER
PITY OF TIJKv ^ JI 13
aP PRDVED
� C1 7 1999
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13C.7 7 1999
r LP
ON I S VON
I Plan Nat I
CITMEMILA Datc_I
V;VIV:;F::" Aut, 7 1 „- , , 99 ____LVjeh
PERMIT CENTER
-e,
I of 4. /WWI
2X P.T. SLOCKPG
2X. P.T. DECK JOST 62 i5' O.G.
24' )6 X (T GONG ISOLATED
FOOTT16 5/01 #4 EM/.
CD ATTIC ACCESS DETAIL
3 j4" ° r-0"
5/4 X 4 P.T. DECKPI6
6X6 P.T. POST
TOT TO SCALE
ED) pEGK LEp6ER GONhEGTION
P.T.DEAM
f6K Flz#ANNeo FLAN
SW5011 PC66 POST GAP
501650n P566 POST PAS
i'OT TO SCALE
COMP ROOFING
I5' FELT INTERWOVEN
SHEATHING PER STRUCTURAL
MER'S TRUSSES AT 24' O.G.
INSULATION BAFFLE
MN. I V2' AIR SPACE
R - BATT INSULATION
WITH MIN. 2' AIR SPACE
2 X 4 VENT BLOCKING
ELEVATI
2X6 STUD WALL
16 O.G.
SIDMCs PEN ELEVATIONS
15• BLDG PAPER
SHEATHING
2 X b AT IS' O.G.
R -I9 BArr NSULATION
O TRUSS EAvE DETAIL
3 4" = p-m"
CANCELLED
i" RATED SHEATHING
IJ SW
3811 ✓h - p l __
Ed S 6" OG.
Zx VENTED BLOCKING.
NAIL TO TRUSS S
EACH END.
SHEATHING AND NAILING
PER PLAN OR SCHEDULE.
Fx iST. P— P
Tv I�iF 5- .MOV
— RWA/6. f'GYl
F! ,, i'LS IA
-?,v INsOL
—
"510.. rLII>
'SIMPSON' HI
FRAMING ANCHOR.
USE TO TYPE S
SCISSOR TRUSS.
DEL Zx TOP PLATE.
LAP SPLICE 4' 4"
MIN. a NAIL w/ 16d
9 6" O.C. STAGGERED
\NOW W Io 5.� =1 C 1 ix'
/MTON SsSCT. o •� r� I x
J/2' VAT.
MGd -ILJr::, Moi-'v
.o. a41'
0x9 WTUTO k/Ox.
Dal I'L
yii G - �vl.S F_d. 4I12EE.
1 1 GaHL W /C,
MIL v.F 5111 4"
1 P"C -yr /L. 5OHAt=.
TRUSS PER PLAN
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tATO IHsJL- yy /V,E
A
CITY OF TUOI p
APPRO.
O CI 7 1999
9,77:011,1 D SIGN
my' Or a&
I.li t. 7 1994
PERId1T GENTEii
PIJEI -'C WORKS
Plea Na:
I or 4. an «le I
16'
NIA. PER PLAN
V2' CDX PLY..
ix4 BTUDO
I
�1
7x4 TOP R
16 OTC.
In' GEE
9/4 T. OUB'FLR
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-/`
r�el
R - MBW.ATIi
�SIDNG PER P
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<
LEADER
t 7
is
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1.1
r l
NAIL BHEA1NRYe TO
HDR • 9' OC, EA EAT
NAIL MIT. TO EAR
NAIL
•
T
`� -'-'1i
I rl
7x6 STUD 0
12' ..e
4' THICK CCNC,
BARRIER ON 4'
r,�,
4 GRAVEL' BASE ---^
_
I/1' CDX PLYWOOD
AND F ri C • ^ : GE
c D F • 2
R-SLAUNDERLAT
AND
UD CENTER
INSATE AND
�b1UDS 1/ Bd NAIL
E' NDRLATMW E
- (7)1x BABE RATE
P.T
JSTS
(SEE PRY FLAN,
BHP. x m' ANCHOR
BOLTS b'-0 OG.
Ultrx7'x0A6' STEEL
AMG4CR BOLT WASHER ,
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',.
D
I -III , -
I..
A!'e°1ROVFD 140C.90
END CDOCO T C. M 74/10
SD. u' '
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x 670
B L KY# Ar ALL
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ENO W _ O T W/
CONNECT D 61. 14
-
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4 BAR •
17 OG IbRIZ -�
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4 RATED MIT. UV
EX 1 MCDXD
SNAIL !:MYe T)
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6 MIL BLACK VAPOR I
T
u
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2-6/13 B. 's A WY Nall'
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it ill it,
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PER 1
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41 to
4 VFIRT. o
I'•i' -0'
C 1606
. 1.4'
.
16'
W Of., TYP.
P,I•_B•
_
li<
tR71NDATION PER UDC --->I_
-
�j TYPICAL FOOTING
B TYPICAL FOOTING
C 24" TYP. LAT. RES. PANEL
16" TYP. LAT. RESTRAINT PANT
I/2' CDX PLYWOOD
BOLD MK.
TREATED MATERIALS
AGANST CONc RETE
MIL PLANT . -
zx DAR TREATED C I N
CEDAR DECKING
APPROVED
1
z : SEDr3 • 16 -
.i.-
-�`:
PELT WPERLAYPItTJT
7 STUDS • 16 GC.
'
7x6 STUOs
e I6' UG.
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9/4' PL
&1B -FL • _
i
ti ��
m+ghm.
B+
Li .
�s BRI(7C VETOER
C7 I' MN AIR APACE
SPOT BED ALL TIER
W/ CXIT67J MORTAR
BRICK TIES 74' O.C. HORNORM
BRICK
1117 00 VERT.
� 9/0 •
R -IS LATIOI4
� + _
6139 _ PL
.411
-
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2. saw PLATS
7xb DARE R
041.4
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END NNL?D
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JSTb PER flR•K+ PL41
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SCA PELT E
4 BAR a 9
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y
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%-7.782°'''''4_,..., .
BOLTED TS I ' 0 II - -:-
LAG BOLTS
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OR I6d 3' 0,:..
STAGGERED TOP
1 BOITO •I
7x FLR JESTS
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9
6 MIL BL
APOIR
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JOTS PER 1.67. RAN
-
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WA 44044 B ' STEEL
ANCHOR BOLT WASHER
4 FIN. IV FROM END NINO)
)
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WC
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10
'
,,.
BEEP HOLES
97' O.G.
EC ION 1 409bPER L
BAR • 7N 1.42 9
BAR •
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• L
-
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y OR
.xl66Et®
P.T. POSE (4
4x(4.
POS C Or4ECTION
TO
CArA TO
f:OGY4�TE
6 MIL BLACK V APOR
b
BAWER
r a ,
f 4 P O6 Tg
(4x:: AT BPI.ICED
�7
AT SPLICES, D
PROVIDE POSITIVE POST 4
TO T� '- TE
CONNECTION
B A
6 b MIL IL B LACC K VAPOR
BARRIER__
. �
m
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I L
BARRIER
b MIL BLACK
VAPOR BARRIER
-
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M..
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(7 CONT B =e ___- //
I' -6'
---,
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BRICK LEDGE
DROPPED FLOOR
POST TO BEAM CONN.
Cr DECK TO LEDGER CONN.
- �1
I/I'fvW
DRIN' PIN a 74' OG.
r7R S!S' ANCI40Pt %- - UI . TB
u B' -0' 0.C,
en • 4 BARS CONT.
/ /
S. TYP.
FIREBLOOC BtTuEEN STUDS ALONG AND N LINE
WEN r CF STAIRS IF WALLS 11JDER STAIRS ARE UFNIN -ED.
COOT. HANDRAIL 3 . -36• / j-
TE�d'iNA7E��NELLELL Pl"S i
WALL OR adrerr tERMNAL6,. /
STAIR MOTES: /
e Btt 6
O
.. 1-19 INSULATION
DV ti
RR.
I'E� PER PLAN
F.' r. 0
I
R -B NBW.A,TICN
I I I!1' COX PLYWOOD
It STUDS I6 O
PLA _
TREAT. TREAT. BC7T RA _�\
4' CONCRETE SLAM IW 6 MIL ((IPOR \
BARRIER OVER 4' COMPACT a
GRAVEL WARE. - -1
1 .
•
ly Of T UKWr D
l P ? `1 \I C
P
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,U I LU
Y ' �
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S TRNGERS TO BE FlRE BLOC(ED AT NON TOP AIn ii/
BOTfpl.
�- �'
it I P UNDERLATMEM
Nll. USABLE SPACE UNDER STARS TO BE 1 IIIXR i JOI0T6 PER PLAN
W NSIRUCTRI E AA' RISERS i
uAnuuu RISE To Be Er. � I�
7 x PLR JOTS_
(SEE FR•K RA
12/6 x EP ANCHOR
BOLTS S' -10' OD.
DV 15,7,9/16 01EEL
I'�1
II
I
J
PS.
III
SILL RATE
LIMN RUN T21 BE 9'. 7x¢ o 4. PL TUD.
WNW HEN) OMIT TO BE E -8'. TREADS (GLUE 4 SCREW) \ . ` M TV.. ETRAFIING ANW S
YYWI ON STAY? WIDTH N BE 31r. TO STRNGER6
PROVIDE CMITINUCJS RAW RAE 34 TO 38 OFF .� AT PA STRINGER
TREAD N09JN0 NID BUST EXTEND BEYOND BOMB \
la l aunlmw
B GO OP Aso rua • e a+
/ a BACH,we
sr. P .9 OP !YAM OOP. b
WI/ x w ataen RaL» • R• on
• ro
-
MJ
TREAD. 9 -7 STRINGERS
FRONDE GUARD RAILS AT LAM M WNW 3r SPACE
D IV FROM
4 MFROM
EN 1'1')
HIGH W 1.2 , (TEAR SPACE BETWEEN DIWIERS. SURPACJ= USEABLE '
BELOW OYAIR UV mm TYPE
'X GLIB.
4 1941R •
6 IL NORM VAPOR
12 MIL VAPOR
.0C BARRIER -- -,
-
m
Z,
=
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S•
\
\
7X4 qCK PLATE
NO SCALE
R(AOR JOR» PBR' TO
r. nusee+mm exe
NSCU (a�eu »New .
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H TYP. CONTINUOUS FOOTII "
J TYPICAL STAIR DETAIL AND
NOTES
K TYPICAL FOOTING
...
46 ...
CANCELLED
eeow my -xa,
rm.. BOIL PPIPPOI! •
mUILI✓Cl M. 100w•
POL. o P PLOPO •
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PA. PCP RECEIVED
CITY OF TUKWIL
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