Plans (8) BU P2018 - 00148
APPLICANT: WOOD FRAMING: iiIz
r�-~�
i NAME: LIYAN YU A STRUCTURAL WOOD COLUMN AND BEAM TO BE DOUGLAS FIR/LARCH (DF/L),#1 UNLESS NOTED /-� F3
• PHONE: (626)257-0935 OTHERWISE. ALL JOISTS AND STUDS SHALL BE DF/L#2 AND BETTER UNLESS NOTED OTHERWISE. 39'-0" ,,,,__�
ALL BLOCKING AND NOT-STRUCTURAL FRAMING TO BE CONSTRUCTION GRADE OR BETTER. / /
411
BUSINESS ADDRESS: B ALL PREFABRICATION METAL TIBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED
1 , , , , I L , 1 , , L 1 1 1 1 1 1 1 1 1 : l 1 1 1 I,
12175 SW MAIN ST TIGARD OR 97223 AND/OR NAILED.
C ALL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE GALVANIZED OR n DEMO(E) ELECTRICAL HEATER - ■
ZONING: EQUIVALENTLY PROTECTED PER IBC 304.9.5. }� ,�
SC D SIMPSON WOOD CONSTRUCTION CONNECTORS ARE SPECIFIED.OTHER TYPES OF METAL 2NIIIIIIIIr
CONNECTORS REQUIRE PRIOR REVIEW. LEONARD
C/""\A� /� b �'"r D C���A�
CODE SUMMARY: E ALL BOLTS HEADS OR NUTS BEARING ON WOOD TO HAVE STANDARD WASHERS. BOLT HOLES IN DEMO(E)GAS HEATER G<,.J'V„n I./ C N
WOOD SHALL BE 1/32”TO 1/16"LARGER THAN THE BOLT, DEPENDING ON BOLT SIZE,ALL LARGE LEONARD YEE
(E)CONSTRUCTION TYPE: WOOD STRUCTURE/CMU WALL BOLT SHALL HAVE PILOT HOLES AS PER SECTION 11.1.3 OF THE NATIONAL DESIGN SPECIFICATION. 16807 SE WIDGEON LANE
SERVICE AREA: 2000 SQ FT 3
OCCUPANT LOAD: 10 DAMASCUS OR 97089
PARINGS: 17 SHARED(INCLUDE 1 HANDICAP) F ALL STRUCTURAL WOOD MEMBERS EXPOSED TO WEATHER OR AS NOTED IN DRAWINGS OR AS WWW.ZIeonard@Ilve.cam
REQUIRED BY IBC SECTION 2303.1.8, SHALL BE PRESSURE TREATED IN ACCORDANCE WITH
AMERICAN WOOD PRESERVATIVE ASSOCIATION (AWPA) STANDARD P5 FOR WATER BORN - o
UTILITIES: PRESERVATIVE(ACC,ACA, ACZA,AAC, ETC.). iT
G ALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAILING SCHEDULE UNLESS 4 (E) PROPERTY " RECEIVE
])
SANITARY SYSTEM: ALLAUTILITY SEWERWILL TEUNDERGROUND,CONNECTED OTHERWISE NOTED ON DRAWINGS. GALVANIZED NAILS SHALL BE HOT DIPPED OR TUMBLED.THE 12175 SW MAIN ST =
SANITARY MAIN (E)O BE LATERAL FOLLOWING NAIL SIZES SHALL BE USED UNLESS NOTED OTHERWISE:
TO(E) LINE IN PROPERTY
WATER LINE: WATER TO BE PROPOSED TO BE CONNECTED MAY 1 2018
TO(E)WATER LINE 6d NAIL: 0.113"0x2"LONG WITH MINIMUM HEAD DIAMETER 17/64". 5 3 E
GAS LINE: GAS TO BE PROPOSED TO BE CONNECTED 8d NAIL: 0.131"0x2 1/2"LONG WITH MINIMUM HEAD DIAMETER 9/32" I OF TIGARD
TO(E)GAS LINE 10d NAIL: 0.148"0x3"LONG WITH MINIMUM HEAD DIAMETER 5/16". _
ELECTRICAL SYSTEM: ELECTRICAL SYSTEM TO BE PROPOSED 12d NAIL: 0.1483"0x3 1/4"LONG WITH MINIMUM HEAD DIAMETER 5/16". - BUILDING DIVISION
TO BE CONNECTED TO(E) PANEL.THE 16d NAIL: 0.162"0x3 1/2"LONG WITH MINIMUM HEAD DIAMETER 11/32" -
SYSTEM TO BE DESIGNED BY OTHERSz
H NAILING SCHEDULE-LUMBER: 6 -
HEATING AND COOLING FURNACE SYSTEM: BY OTHERS
BOTTOM PLATE TO DECKING/JOISTS: 16d AT 8"OC FACE NAIL -
BOTTOM/TOP PLATE TO STUDS: END NAIL(2)-16d AT EACH 2x4; (3)-16d AT EACH 2x6
GENERAL NOTES: BUILD-UP/DOUBLE STUDS: FACE NAIL 10d AT 8"00 STAGGERED .�. �
DOUBLE TOP PLATE: FACE NAIL 10d AT 12"OC STAGGERED 8+��+�«�,�♦�+�.�` _
A ALL MATERIAL AND WORKSHIP SHALL CONFORM TO 0 (15
DOUBLE TOP PLATE SPLICES, FACE NAIL 10d EACH SIDE OF JOINT _ A _
DOUBLE TOP PLATE CORNER/INTERSECTION: (4) FACE NAIL 10d STAGGERED (E) SIDEWALK
THE 2010 OREGON SPECIAL CODE CONTINUOUS HEADER TO STUDS: (4) 10d TOE NAILCO/
ft ,
TOP PLATE TO HEADER: FACE NAIL 16d AT 16"OC
B THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOIST TO DOUBLE TOP/SILL PLATE: (4) 10d TOE NAIL
111
STRUCTURAL STABILITY DURING CONSTRUCTION. BLOCKING TO STUDS: TOE NAIL 10d. (2) EACH END MIN
THE STRUCTURE SHOWN ON THE DRAWINGS HAS JOIST TO BLOCKING: END NAIL 16d. (2) EACH END MIN
BEEN DESIGNED FOR STABILITY UNDER HE FINAL STUD TO HEADER: END NAIL(6)-16d AT 4x8,(8)-16d AT 4x10,4x12,6x12
HEADER TO CRIPPLE STUDS: TOE NAIL 10d AT 12"OCCI
CONFIGURATION ONLY. CONTRACTOR IS 7 8 9 10 11 12 13 14 15 16
RESPONSIBLE FOR SEQUENCING OF CONSTRUCTION. J NAILING SCHEDULE-SHEATHING: 17
C SHORE OR CRIB THE STRUCTURE FOR ALL WALLS: 5d AT 6"OC AT ALL GYPSUM BOARD PANEL EDGES
Cli
CONSTRUCTION LOADS WHICH EXCEED THE NOTED AND AT 12"AT ALL INTERMEDIATE FRAMING
LIVE LOAD.THE CONTRACTOR IS RESPONSIBLE FOR MEMBERS
SHORING AND CRIBBING DESIGN AND
CONSTRUCTION. SHORING AND CRIBBING DESIGNS CONCRETE: CC
FOR LOADS EXCEEDING 4/3 TIMES THE NOTED LOADS
SHALL BEAR THE SEAL OF THE ENGINEER OF THE
PROJECT TYPICAL CONCRETE COMPRESSIVE STRENGTHS
0
D FLOOR LOADS: ill4
CONCRETE MINIMUM 28 DAY COMPRESSIVE STRENGTH SLUMP AT PLACEMENT
•
1ST FLOOR: EXISTING Z
ALL CONCRETE 3,000 PSI 3"+/-1"MAX CENTER LINE OF SW MAIN ST
E ELECTRICAL FIXTURE AND PLUMBING INDICATIONS0
ARE FOR REFERENCE ONLY AND SHALL DESIGN BY A CONCRETE PLACEMENT AND CURING SHALL BE IN ACCORDANCE WITH ACI 301 — — — — — — — — — — — — — — — — — — — — — — — — — -- — —
OTHERS. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING".CURE FOR 7 DAYS MINIMUM.
B WATER/CEMENT RATIO SHALL BE 0.40 TO 0.44
IOU
EXISTING STRUCTURE: A
MAIN ENTRANCE
C CONCRETE WORK SHALL BE CONFORM TO IBC,CONCRETE
A WORK SHOWN IS NEW UNLESS AS EXISTING:(E),OR EXST.
B EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS WAS ED SITE PLAN
OBTAINED BY SITE OBSERVATION AND CAN BE USED FOR BIDDING `..'J = 1W-0"
� � n COPY`
PURPOSES.THE CONTRACTOR SHALL VERIFY ALL EXISTING jai
CONDITIONS,AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECTURAL CITY OP TIGARD
DESIGNER OF ALL DISCREPANCIES AND EXCEPTIONS BEFORE REVIEWED FOR CODE COMPLIANCEPROCEEDING WITH THE WORK.
C THE REMOVAL, CUTTING, DRILLING ETC.OF EXISTING WORK SHALL
BE PERFORMED IN SUCH A MANNER AS TO NOT JEOPARDIZE THE OTC ( I
STRUCTURAL MEMBERS OR MECHANICAL„ ELECTRICAL,OR Penult ARCHITECTURAL FEATURES NOT INDICATED FOR REMOVAL {}r A.01 -
c-) n )
INTERFERE WITH THE NEW WORK.THE ENGINEER AND Address: ) 1 `T <l,,, 2a —...
ARCHITECTURAL DESIGNER SHALL BE IMMEDIATELY NOTIFIED AND Suite its ------
PRIOR APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OF A B
MEMBERS
By: .) Date
D THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE CAUSED
DURING CONSTRUCTION WITH SIMILAR MATERIAL AND
WORKMANSHIP.
I I
DIMENSIONS: '
� ,,_,• .., LIANCIB
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS A,
AND EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION.
RESOLVE AND DISCREPANCY WITH ARCHITECTURAL DESIGNER. DO NOT
SCALE DRAWINGS. USE FIGURED DIMENSIONS _ , 1- L
APPLIANCE:
A ALL APPLIANCES TO BE U.L.APPROVED ...v.
B BATH FANS TO EXCHANGE AIR 5 TIMES PER HOUR TO OUTSIDE
C SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ARE 110V ,
WIRED WITH BATTERY BACK UP I
CITY OF TIGARD
/
Approved ly Planning
I Date: 51 i y I 18
,
Initials: '--
,
I <
PLAN AND ELEVATIONS
.
.
.
Iminor.
PROJECT OWNER
LIYAN YU
, Project number LIYAN YU
Date Issue Date
.. Drawn by Author
Checked by Checker F.
P1 co
(- FRONT ELEVATION E.
3/$" = 1'-0" Scale As indicated r
iii
4'-0"
/Fi
t1I
/� ---E-!:') 1 FIELD VERIFY 1 TBOTTOM RUSS SCHORD OF ROOF
/
39'-0" / 011A,
X
2. (2) 16d NAIL PER END
s 14'-6" 11'-0"
3. TOP PLATE
/
/
/
V/ 1 12 7 I 4. 2x4 BRIDGE AT 4'-O"MAX
— — \ — \ 0 5. (2) 12d NAIL �,
EP �� W2' X� �{ ' " \ 6. STUD WALL PER PLAN, NAILING Aimill,
X o I PER GENERAL NOTES.
(E)2/10 >, DRYER WASHE
,0" M II I / X TYP?/ 2 " 3 \-- 4 ,/*/ 7. (E) CEILING GYPSUM BOARD LEONARD DESIGN
l xW \X 5
(E) BATH X 8. 2x MUD SILL LEONARD YEE
37 SF _ O PREPERATION X 9. 1/2"GYPSUM WALL BOARD 16807 SE WIDGEON LANE
PROVIDE 2x BLOCKING RM > - DAMASCUS OR 97089
BETWEEN STUDS FOR SINK 129 SF STORAGE o 10. (E) CONCRETE FLOOR ywyw,zleonard@Iive.com
/ N. WALL ATTACHMENT,TYP 36"x84"OPENING X 110 SF b
50 GALLON GAS 11. 12d CONCRETE NAIL AT 24"OC
6
WATER HEATER X
12.CEILING JOIST WHERE OCCURS
\i cm ) 0
W2
\
o STORAGE TYP ►" alik
HW Redundant Room ► is
/ 2 ► MIP
X TYP 9
HOLDRITE WATER P3 36"x 84" -
-i HEATER STAND X ► Wi
, >
MECHRM - - - - - — - - - - - - - - - � \
X. , X , . XXXXXXCXXXXXXXXX-XXXXX. . ?' b 13
E.)
UJ
o 1
( Z
2}HO DR TE QUICK X ��
STRAP, INSTALL PER > X X 3
SPEC 36"x84" 4
X X P3 (5
W1 / \ < r , \
1 X TYP C�
► TREATMENT RM , CO
TREATMENT RM TREATMENT RM
TR ATMENT R ► 4 #2 x #3 X #4111111
► 85 SF X 83 SF 'X 84 SF b
X
► X I r
X X
131
T >< X
b ► X ` 11 8 10
(:\\„...;?! !><
, Itt
;° X X \ MCI
X � X �
C,) X C) X C')
O TYP0 >< 114
36"x84" \'X XX .. ���y"7� . �''. .IM 'X`XX
`>! XXX
XX' ' >! \
` -- - J W1
. % WALL PARALLEL TO ROOF TRUSSZ
.s. < XXXXXXXXXXXXXXXXXX
W1 �
4'-11/2" , $'-101/2" /
8'-6" / 8'-6"1 0N
N REFERENCE '
N. W1 •\ vLU
>,
X HALL WAY 'rixu Xx)c)K X��x xXX x Xx: ' .X.xxXXxx XXxxxxXXXXnxX; .X. X_Xx1
277 SF X P
,\
, ,
/ \ ,,
l \
/ \ / \
, ,
1
/ \ / \
�, / \ / \
/ \ / \
....___ >,
/ \ \
, „
b
x X P2 \\ / I \\ // \\ //
EN, CLQ X \/ \/ \.
n X TYP
(/) X \\_
O X 3 7
X 12
TREATMENT RM ..Q
#1 X
117 SF X
> EXTEND DOUBLE TOP
.,: / PLATES TO MEET
WALL,TYP <-----" 7 6
W1 WAITING RM
— — 597 SF
\ XXXXXXXXXX XxX><XxxX _X
X
X
9
36"x 84"
P3
TYP
X
9'-0" >'
X
RECEPTION X
168 SF
X
X
x
X
X .
X 11 8 i 10
XPLANS
71 -.:71 :=71 2
i , EXIT X
>,,
_ ,„_ n - - II - — — \ 0 PROJECT OWNER
WALL PERPENDICULAR TO ROOF TRUSS LIYAN YU
EXIT EXIT SIGN, 110V WIRED WITH BATTERY BACK UP WALL SCHEDULE
0 SMOKE DETECTOR AND CARBON MONOZIDE DETECTOR COMBINATION WALL FUNCTION CONSTRUCTION Project number LIYAN YU
FO 110V 100 CFM CEILING EXHAUST FAN W1 PARTITION, NON-BEARING 2x4 AT 24"OC
Date Issue Date
W2 PLUMBING, NON-BEARING 2x6 AT 24"OC
Drawn by LEONARD YEE
A MAIN ENTRANCE Checked by M
Cl-
co
EP ELECTRICAL PANEL
PO 9.Lo
CO
co
CO
1O MAIN FLOOR PLAN WALL SECTION
3/8" = 1'-0" 2 3/4" = V-0" Scale As indicated
1. 2x STUD WALL, SEE PLAN
/ 5 1. 2x JACK STUD,TYP
2. 1/2"GYPSUM BOARD 2. 2x KING STUD,TYP
3. (2)2x STUDS 3. MUD PLATE,SEE TYPICAL WALL SECTION
011A
4. NAILING PER SCHEDULE 4. BOTTOM PLATE,SEE TYPICAL WALL SECTION
5. DOUBLE TOP PLATES, SEE TYPICAL WALL SECTION
><
>< 7
6. (1)2x HEADER AT LESS THAN 4'-0"OPENING, (1)4x
HEADER AT GREATER THAN 4.-1"OPENING. Aim IL
NM
/ 6
7. 2x CRIPPLE AT 2'-0"OC MAX.
NOTE:
FOR FRAME NAILING,SEE WOOD FRAME IN SHEET P1 LEONARD DESIGN
2 2
\
\
\
/ / LEONARD YEE
SE WIDGEON LANE
DAMASCUS OR 97089
.zleonard@live.com
+// 1
/ , / 16807
/ / 1
\
\
\ /
4 4 \ /
\
\
X k-V.,,... _.",><
i/\--- A >.<
A \ 1
2 \ / cc
\ / 1 \\\ / Z 0
8 c_
CC Lu
0 Lii
U. co
\ 3 3
(111111111
0
X 0
z z
z 2
LLJ Lu
CL a.
CO
><
/ \\ D 4C
CC
IMI111
\
/ \ 0
/
/ \
/ \
1
WALL TO WALL CONNECTION AT CORNER TYPICAL WALL TO WALL CONNECTION 4 \
//
Cr
3 , \\, ‘
/ \
114/ \
/ \
' \
Z
ROUGH OPENING FOR DOOR
/ /
WALL OPENING SEE PLAN
(-i WALL TO WALL CONNECTION r7n ROUGH DOOR/WALL OPENING FRAMING Unil
1 1/2" = 1'-0" -,!) 1" = 1'-0"
NJ
1. 2x STUD WALL, SEE PLAN 1. (E)ROOF TRUSS.
2. STUD WALL PER PLAN
2. 1/2"GYPSUM BOARD
3. (E) CMU WALL 3. (2)TOP PLATES OF WALL
4. 2x PLATE
5. (2) 16d NAIL EACH END
/. ..
/ \
1' 6. TOP PLATE BEYONG AND FRONT
:0" \\ / \
/ \
rc,
/ \.
17' .
\ . //
1 " /
\ , \\ \ /
\ ./ ... \ /
\ // 4 . /// /
. /
-
lilt
. 6
5 \- 7
,•:'';'.' :',:'7..' : .:::
.r.::*.:•::::::
3
.:.*',•':‘T'-,••-•:-'..,'"- ,-
7--- 2 1 ,"•:,,. :r,'.. ,:.1:-,
N
. .
/ ;.'• :.:-.!..,-;: .,1,-,,,:..:;::.
':•.,-..!.-.',..%:-".;',-..:,':,: .-,,' :
,::: .'''l.''j, •,,:‘:.::.- .
' 2
.. :::.-.:->• ••, ':.*•-•- -,
*::-;.':•:-::--;r:•:"-,:::.:::,-,1;,.,:. -,:,
:::,::-,: . ,,,%.:*-.,-..",,":',:•":,-;.:';: :::.
:".''',:: .{;.,,,::'•::•:':-. '.:...: ,,,. •-
f.;' '..,-.;-'-.-,':•-••4,:.. -:' :•'.:
,
:.--:7:': ,•',: ;:,.. -:,:•.,- s.:. PROJECT OWNER
LIYAN YU
,*:.:, .. .-,...,,..:,•. ..,,
... „.. ,. . . , .
,.., .. .•.". •,... , ,. . 4 ,.. Project number LIYAN YU
Date Issue Date
Drawn by Author
m
Checked by Checker fs.
N.
WOOD WALL TO (E) CMU WALL 6
1 1/2" = 1'-0" TOP CONNECTION AT WALL
co
co
INTERSECTION g
3/4" = 1'-0" Scale As indicated iseslz"