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REVISIONS:
LEGEND
INDICATES NEVI STUD WALL
E=7 INDICATES EXISTING STUD WALL TO BE REMOVED
INDICATES EXISTS G STUD WALL'
N NDICATES EXISTING POST TO BE REMOVED
EXIST. /
1. NI:AGATES EXISTING post
OFFICE COPY
DEMOLITION
SECOND LEVEL
FLOOR PLAN
. Crry op TiGARD
REVIEUrnk:40R CODE COMPLIANCE ' I EXIST. / DEMOLITION SECOND LEVEL FLOOR PLAN
SCALE 1/4..1'.0. N..,
DI.1
Approved:
I
DATE: 621.1i
OTC:
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SCALE: 1/4" . r-C
DRAUN: ML
Permit#:
JOS NO: MN-16-0
Address: cis-G...6 . - °° .3.--1 0
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ORIGINAL SWEET SIZE:72x34
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REVISIONS:
NELU SECOND
FLOOR PLAN
I NEUJ SECOND FLOOR PLAN
ALI SCALE:V4,1'-O'
DATE: 621.1I
SCALE: 14" = I'-C
DRAWN: MT,
JOB NO: I6-0
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ORIGINAL SHEET SIZE:2234
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STRUCTURAL NOTES i§.1gENI
tiliEggi Lt-c,
UQQE 2014 OSSC.AM 2014 ORSC. C Pas T L a
0ESIGN LOADS: pp�p� �yl^py yyy wm N°ate'
LIELOAD -4AS0 P5F RED ® 9 kz m�'�a
DEADEE LOAD -AS REF '� 333 -g^m
SNOW LOAD -25 PSF `��'
SEISMIC •DI SEISMIC DESIGN CATEGORY PER ORSC. m
WIND: -ASCE 1 20Iph 3-SEC GUST EXP.B yq i p3¢iik 6 z a '6
SOIL BEARING •BOO PSF ASSUMED 3�O' $i a 8 ET-2,3_d=
EARTHWORK: (E)HDR (El HDR (E)HDR !E)HDR y2y! l gy a` E
I EXCAVATE TO LEES I LEVELS 5+40118 ON DRAWINGS.ALL FOOTINGS TO BEAR . x5 '�Yn-" o
04 FIRM UNDISTWFS3ED NATIVE SANDS /� 'gg = a
CONCRETE: \ \ 1 \ g � BB USW
L REFERENCE SPECIFICATION-ACI 301 PLANT MIX PER ASTM 094. / / 4 H�
2.STRENGTH: \ \ 3 E
AGROUND BOOR SLAB-3p00 PSI AT 1B DAYS
yL
B FOOTINGS,WALLS 2500 PS 428 DAYS ® \ / \ ® \ / G g*F.1409 °;..I.:44
3.REAFORCMG-ASTM A645,GRADE 60.LAP BARS AS 5HO)N ON PLAN WITH y t
in
MN LAP OF 44 BAR DIAMETERS.PROVIDE 24'400(5 AT CORNERS. I 2
4.BOLTS t� fE/2x8's \ / \ / \ / % ;11111;o
A ANCHOR BOLTS-A5TM A301 •YG'OG OPEN /
B.EXPANSION BOLTS-HILT!KWIK-BOLT-TZ SPECIAL INSPECTION REQUIRED. \ / x (El 2x6'•/(N NO'- 3 E / (E)2xB's/(N)240's 'O (E)2xe's D
C.ADHESIVE ANCHORS-14101-RE 500-SD OR SIMPSON SET•XP. \ / / •16'OL. \ / •W'O.C. •16'OC
SPECIAL INSPECTION REQUIRED. \ x
5.COVER-AS FOLLOWS UNLESS NOIR OTHERWISE ON PLANS. AN
A CONCRETE PLACED AGAINST EARTH•3' / \ El POST \ / / \ _
B 7'
FORMED CONCRETE AGARBT EARTH-M.
�"
C.SECOND FLOOR SLAB•A / \ X \ / / \ I
6.FINISH•PER ARCHITECT
1.SUBMITTALS:(4 COPIES) - / \ \ / /
A MIX DESIGNS PER BC BON
B.REIIFORLMG SHOP DRAILINGS
/
/ 2-2x4
CARPENTRY: \\ „ \ OPEN / \\� I-
L REFERENCE SPECIFICATION-IBL CHAPTER 23. 1,
2.LIMBER-DOUGLAS FIR WITH MOISTURE CONTENT PER SPECIFICATION.ALL \ /
M CONTACT WITH CONCRETE TO BE PRESSURE PRESERVATIVE TREATED. ® /
GRADE AS FOLLOWS.
A POSTS AND BEAMS 63 AND GREATER-DF.NO L !E)2x8 CLG JSTS O
3 / \ 0
B.POSTS AND BEAMS 4X SMALLER-DF.NO 2 OR BETTER J4 •We 00.
C.STUDS-DF.STUD GRADE OR BETTER moi/ \ pi
D.PLATES 1 SILLS•Of N0.2 P.T.AT CONCRETE SLAB. 2-2x4I I $ lO'll��
•KILN DRIED DF.STANDARD TYPICAL / // \ LL
3.SHEATHING•PLYWOOD,ORIENTED STRANDBOARD OR APPROVED EQUAL. / 3
A ROOF 1 WALL SHEATHING-APA 24/0.THICKNESS 1 NAILING PER PLAN. LIillE.
LI
B.FLOOR SHEATHING-APA-48/24.THICKNESS AND NAILING PER PLAN / \ (EN 246's (E)2xB's Z
3 C4.PLTLLOOD LLEB JOISTS-TRB JOIST TJI SERIES OR APPROVED EQUAL / \ •W'O.C. •W'OC al
BRIDGING BLOCKING 1 ERECTION BRACING PER MANFACTURER'S }
RECOMMENDATIONIL \
5.GLUE LAMINATED BEAMS•DOIQLAS FIR COMBINATION 24F-V4,FABRICATED WITH
WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. \ (f)S.P.T.GLUE LAMINATED BEAMS-EWE 24F-V5111/SP,FABRICATED WITH L / mm L
WATER PROOF GLUE FINISH PER PROJECT SPECIFC.4TIONS. Ln
1.GLUE LAMINATED COLUMNS-DOUGLAS FIR COMBINATION 24F-VB,FABRCATED \ N..
ON PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. O (E2 POS / \ 0 El POST ln
8.PARALLATI BEAMS-20 E BY TRJS JOIST.
S.TMBERSTRAND BEAMS-3-1/2',ISE BY IRS JOIST
0 TMBER57RAVD BLOCKING-LSL 1.3/4'BY 7R5 JOIST. 1_7 I // \ 1
ONN
IL CONNECTIONS-SIMPSON STRONG-TIE OR ISP,GALVANIZED.
R.FRAING-PER INDUSTRY 1 CODE STANDARDS FOR ALL DETAILS NOT 51401N.51401N. \
REFER TO IBC SECTIONS 2324,2325 AND 2326.
13.NAILING•USE COMMON TYPE NAILS.MINMIFI NAILING PER IBL
TABLE NO.23-1-(2 UNLESS NOTED OTHERWISE ON PLANS.
LCMION WIRE PNEUMATIC HMRAH NAIL NAIL
g
NAIL NAIL DIAMETER LENGTH APPLICATION
A ,
300 CO11ICN 02014 P-NAIL 4-IR' 3X DECKING
400 COMMON 02254 P-NAIL 5' 4X DECKING
20D COMM 0.824 P-NAIL 4' FRAMING REVISIONS:
SD COMMON 01624 P-NAIL 3-10' FRAMING
(00 COMMON 0.1484 P-NAIL 3' FRAMING
WA 0.1484 P-NAIL 2.3/8' FLR SHEATHING
80 COTCN 0.814 P-NAIL 2-10' ROOF SHEATHING
N/A 0.62'•P-NAIL 3-U2' STRAPS
W.DRYING-PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED
TOA M4XIMU1 MOISTURE CONTENT OF B%.
B.SUBMITTALS-SHOP DRAWINGS,4 COPIES.
N.16.UNLESS NOTED OTHERWISE,ALL BEAMS I GIRDER TRUSSES TO BE STRUCTURAL
SUPPORTED AT ENDS BY:
A MULTIPLE STUDS EQUAL TO BEAM WIDTH(TRIPLE STUD MM)WHEN NOTES / CEILING
LOCATED M WALL CONTINUE ON ALL FLOORS DOWN TO
FOUNDATION WITH SOLD BLOCKING AT FLOORS.CONN STUDS
TOGETHER WITH IBD•TM OC FRAMING /
B SOLID POST EQUAL TO BEAM WIDTH LLNEN FREE STANDING
EXTEND CONTINIIQUS FOR RILL HEIGHT DOWN TO SOLID BEARING.
ROOF FRAMING
LEGEND PLAN
I CEILING FRAMING PLAN 2 ROOF FRAMING PLAN
C--7 INDICATES WALL ABOVE FRAMING LEVEL
S 1.1 SCALE:114".1'-0' S1.1 SCALE:V4'.1'-0'
I I INDICATES WALL BELOW FRAMING LEVEL
INDICATES INTERIOR BEARING WALL
® BELOW FRAMING LEVEL D 6 21.I(
® INDICATES COLU'N ABOVE SCALE: Ti" c I'-C
• INDICATES COLUMN BELOW FRAIMG LEVEL DRAIN: MT/
JOB NO: MZI-I-I6-O
O INDICATES DETAIL REFERENCE
APPLIES TO ALL SIMILAR LOCATIONS
><: INDICATES VAULTED AREA
i i
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ORIGINAL SHEET SIZE:22434
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( M)NON-STRIC7URAL ritli Z'3
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TC •(E)DBL TOP `Sea W4 B13
NOH M/2x10'e
•(E)DBL TOP R U
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2.16c1•121 oL. tim m FRAMING SECTION
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1'� I SCALE U1'•I'-O' Ctf-
y►�
RIPPED 2x NAILR W
(E)2x4 DEL TOP R 11
k,
(E/2x4 PONT WALL
Lh
(E)24 LLD JSTS III 16d•1210C,FROM
TO BE REMOVED (N)/(E)STUDS et
1111
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ire
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,:,,,,000-
NOTCH EXIST. �` REVISIONS:
DBL TOP R AS REDD �•"'+..
•(N)FULL HT.2x6 STUDS 'la-
(N)2x6 FULL AT.STUD -..YS?'e
•EA EXIST.2x4 SW
i-
(E)zxf STUD WALL
:4-,,,,, -4001::
FRAMING SECTION
(N)7x CONT.NAILR IIII / DETAILS
(E)PERP.FLR JETS ILII (E)2x4 STUD SILL
. NEW 4x6&1
I'I,, N2SA CLIP•EA SIDE '1 IP
Of BM•EA SES(EXIST
III CLG./ST
IP
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,I DATE: 6 .I
4.71 Ii10,004), SCALE: vARIE
rE)2x4 STUD WALL `. DRAWN: ME
•
JOB NO: MZH-I6-0
1�1 EXIST.zx c
I li( EXIST.IUALL TO BE
1 REMOVED,AFTER RJSTAL
1� OF BM IS COMPLETE 2 .
0
(N)2x6 FULL RT. 2x6 STUDS fl VAULTED END WALL NEW BM / EXIST. /NEW CLG JSTS
®
SCALE:I'.I'•O' O
5 ____ O
ORIGINAL SHEET SIZE.22(34