Plans L-R EIVE
AUG —5 ?010
CITYOIC TIOARD
MILDREN DESIGN GROUP, RC
BUILDING ARCHITECTURE _ SPACE P'I.AN1 INC
CodeZb�9 S.'�'. Be�eiac�d, Sure 12�
Ana!Y.818 for New Construction Sheet Index _
Tigard, Oregon 91223 8692
R
BASED ON THE 2010 OREGON STRUTURAL SPECIALTY CODE (503) 244-02
A COVE SHEET AND SITE E PL
AN
Al FIRST AND SECOND FLOOR PLAN
A2 REFLECTED CEILING PLAN AND DETAILS
MEANCY AND S?, S,T$U!QTJON PER OSSC 303 AND 602 A3 DETAILS
OCCUPANCY:
B/S1 A4 STAIR DETAILS
CONSTRUCTION TYPE: IIIB
S1.O GENERAL NOTES AND SPECIAL INSPECTION
S2.1 MEZZANINE FRAMING PLAN AND DETAILS
S2.2 STAIR FRAMING PLAN AND DETAILS
EIRE—RESISTANQE AI161!Q REQUIREME►!T PER OSSC TABLE 601
STRUCTURAL FRAME: 0 HRS.
EXTERIOR BEARING. WALLS: 2 HRS.
EXTERIOR NON—SEARING WALLS: o HRS.
Deferred Submittals
INTERIOR NON—SEARING WALLS. 0 HRS. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
FLOOR CONSTRUCTION: 0 HRS. SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
ROOF CONSTRUCTION: 0 HRS. RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING
.PR�O=1 N' BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN
REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO
SYSTEM THROUGHOUT IN ACCORDANCE WITH OSSC 903.3.1.1 a THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS
SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL
DOCUMENTS HAVE BEEN APPROVED .BY THE BUILDING OFFICIAL.
FLAME SPREAD INDEX: NOT MORE THAN 25
NOTE: NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN 303
"SMOKE DEVELOPED INDEX: NOT MORE THAN 450 INTENT COMPLIANCE "PRIOR TO FABRICATION OF THE E R•
FOLLOWING: • '
-1. MECHANICAL DESIGN
B,,/Sl OCCUPANCIES: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 2. FIRE SPRINKLER
100'-0" PER OSSC SECTION 1014..3 3, ELECTRICAL
EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 250'--0" PER OSSC
SECTION 1016.1
Area of Work
Owner:
EMERM! Y...E.OUS _LIQdTIbJG. PER OSSC SECTION 1006
MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE
� orl�laC
ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED. PROVIDE
MINIMUM I FC :ILLUMINATION AT THE FLOOR LEVEL.
Properties, LLC
: ter. �•, .. "
' rrr rrrrw rrrrrr. .
!L Ml QriRl�iEijtRIllEMENS PER OSSC TABLE 29rA T
OFFICE USE: 2,008 SF/200 SF = 10 `.
General Notes
5 MALE 5 FEMALE
LAVATORIES REQUIRED: I MALE 1 FEMALE 1
WATER CLOSET REQUIRED: 1 MALE 1 FEMALE I A. VERIFY .AND CONFIRM ALL DIMENSIONS AND CONDITIONS .
1 2 . Be NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START 7I9Q SW Sandburg
10,049 SF 2,000 SF —• i
WAREHOUSE USE: ,/ — OF WORK• Tigard, Oregon 97223
1 MALE 1 FEMALEBtM,,
:y Ca ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1.
LAVATORIES REQUIRED: 1 MALE 1 FEMALE
WATER CLOSET REQUIRED: 1 MALE 1 FEMALE `., 0. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF
NOT LESS THAN 2—A:10B FOR EACH 3,000 SQ.FT. OF FLOOR Project.
TOTAL REQUIREp: i AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO
Proposed for
LAVATORIES: 1 MALE` 1 FEMALE ...
WATER CLOSETS: 1 MALE 1 FEMALE «; I EXCEED 75'.
, Ea 10OX SPRINKLERING T4 BE MAINTAINED THROUGHOUT IN
TOTAL EXISTING ,.
Pacific
ACCORDANCE WITH N.F,P.A. PAMPHLET #13 (BY SEPARATE
LAVATORIES: 1 MALE 1 FEMALE
WATER CLOSETS; 1 MALE 1 FEMALE .
PERMIT)
..;..j..
F. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8,3, 2.2 Recreational
- .r . ,•,•, -- ----
STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING
;►•-. :•... ..:♦ Products
.; IS OCCUPIED .
Ga PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPANT AT OFFICE 7291 SM' Tech Venter Drive
AREA. Tigard, Oregon 97223
1 ' He LEVEL 4 FINISHED WALLS TO RECEIVE 1 COAT PRIMER, 2
r ..
COATS ACRYLIC LATEX
!, I. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER AN'DI i
Sheet Ti le:
.,, TENANT,
i USP N TO CONFORM TO OSSC RULING FOR 2004
J. SUSPENDED CEILING Cover Sheet
. 1.1 AN 2007 OSSC EFFECTIVE APRIL 1
OSSC SECTION 162 . D ( ,
2007 SECTION 1613.1 DATED APRIL 20 2007# and
Ka PROVIDE VAPOR BARRIER AT WARM SIDE OF INSULATION,
is L. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS, Site Plan
i 1 _ DO NOT FURNISH SILENCERS FOR DOORS WITH
WEATHERSTRIPPING OR GASKETING
.• Ma WOOD STUDS AT CONTRACTOR'S OPTION.
Me COORDINATE ROOF PENETRATIONS WITH BUILDING SHELL
ROOFING COMPANY TO MAINTAIN BUILDING SHELL ROOFING'
WARRANTY
4
' N. NEW CARPET, VCT, RUBBER BASE AND PAINT AT NEW FIRST
FLOOR OFFICE AREA ONLY.
.... Revisions:
SPECIAL INSPECTION REQUIR
}. State of Ore or, ecialt Code
.: IV�Con +ate orad RoInf rcino Stiml
Approved. J..JkwMwr•wswwwarwwi.wrww+.rr
•. ratInstalled + Conditionally Approved rtrt,rtrtrwrtw•rrww
p+� py Seas Letter to,Follow�wa.... .... ..rw. I
13 Special M 4,.,R 1 tI�r Concrete `raMe *g
i .C'J41rMrl:tiiiiE,+ ri nMirNa Mrrt rM xrrtM .7:
" •,,•1•1 1�
s; �
y� �
Address
,��� �Reinforcing Steel Free
^�
MOO<tructural Waldfng
! ,.. Str 1 Mason
1, OFFICE COPY
E3 Reinforced Gypsum Con"Ote
•, a
MILDREN DESIGN GROUP, P.C., 2011, ALL
losulatinQ ncrete Fill RIGHTS RESERNp 0
+' Yy, ,runllr�lirl.raMra�wMa..�.l.�....�llrlr _...
lit
E3 Spray, 1 �» � FSI+ ••I� S� 1� �1������ ' s �E r�tE PROPERTY c�
.�°. p. �. � k THESE DRAWING
r,
MILDREN DESIGN GROUP. P.C.. AND ARE
i .. ,, tVt�T TO BE k15£D GR REPRODUCED IN ANY
�'��in� , r!l��i "l �` and�lssMANNE�'t� EXCEPT' WITH THE PRIOR WRITTEN
PER 1'!SSI.{7N t3F MILDREN DESIGN GROUP, P.C.
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Drawn by: Checked by:
E3 SyStims
Otter in a 0118 Awa•. P►Ik' WEN!
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Site
Job Number: 1110 I9
lan
Sheet
IT
0 20 40 80
Permit Submittal Jul 2:011 AO
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Keynotes
1. NEW WALL
2. NEW COFFEE BAR WITH STAINLESS STEEL SINK AND UPPERS �� rrr•.. ...;,_.
f A3
Wall L end SEE DETAI[. 5 h�ILD�.�i� DESIGN GROUP, P.C.
3. EXISTING ELECTRICAL EQUIPMENT
4. EXISTING TELEPHONE .EQUIPMENT
AR e1-1'[TEC*1*UIZT . SPACE 1'1.;�,,'�iNING
EXISTING WALL TO REMAIN 5. EXISTING DOOR AND PORTION OF EXISTING WALL TO BE 7050 S.W. Beveland, Suite 120
REMOVED Tigard, Oregon 97223-8092
NEW 3%" METAL STUDS AT 24" O.C. TO 6. RELOCATED 3x7 SC DOOR, ADD CLOSER IF NONE EXISTS � ,
BOTTOM OF SUSPENDED CEILING WITH 7. NEW WALL TO BOTTOM OF CEILING
��Ci3 2a4-�?��2
GYPSUM BOARD EACH SIDE 8, EXISTING DEMISING WALL TO REMAIN
9. WOOD STAIR -- SEE DETAILS SHEET A4
1d. PLASTIC LAMINATE COUNTER -- SEE DETAIL 61A3
NEW FULL HEIGHT WALL 11. WOO RRA WITH '-- " REMOVABLE SECTION,,
7 n 9 1 a D GUARDRAIL IL WI 8 O WIDE EMO BLE
95'-9110: NEW STRUCTURAL BEARING WALL VERIFY LOCATION OF REMOVABLE SECTION WITH TENANT
1,2. NEW 3%" METAL FURRING AT 24" O.C. WITH R-11 BATT
12#-7f"� 23'-6" 24"--0" 35'-8" r' .� = .- - .- WALL TO BE REMOVED INSULATION AND " GYPSUM BOARD TO BOTTOM OF NEW
MEZZANINE
13. NEW BEARING WALL - SEE STRUCTURAL; EXISTING WALL TO
EXISTING CONCRETE WALL WITH 3%N METAL STUD REMAIN
FURRING AT 24'" O.C. WITH R--�11 BATT INSULATION AND 14. NEW TS COLUMN - SEE STRUCTURAL
" GYPSUM BOARD TO 6" ABOVE SAT 15. FURNITURE BY TENANT, VERIFY POWER REQUIREMENTS WITH
TENANT
16. WOOD GUARDRAIL
A
DoorSchedule LNend
MARK
NOMINAL, SIZE FRAME DOOR HARDWARE REMARKS
WIDTH HEIGHT THICK. MAT'L FINISH MATT FINISH TYPE GROUP &N NEW 110V DUPLEX OUTLET '�'�► ,,/
■ifirfiii iA i it ii i f i irr■rwirw■ ifiri ifr iiri■iiiiAii i 107 3 "".� 7#—ON 1'r" 4 MTL FF Sc ST AIss 1 1.
• 108 3'--0" 7"_0" 1-3/4"'"
--3 4 MTL FF Sc ST A 2 1. J►N NEW VOICE/DATA OUTLET 305
R.
} 2 x 4 FLUORESCENT LAY IN FIXTURE WITH PRISMATIC
"
.LEGE! LENS, 3 TUBE (IN NEW CEILING GRID ONLY)
FF MATCH EXISTING COLOR 1. DOORS AND HARDWARE TO MATCH EXISTING.
MTL TIMELY METAL FRAME fm
,
r SC SOLID CORE VIP
o ST STAIN
� 1 �
Owner:
Door T Door Hardware McCormack
LLC
Properties,
1 PAIR BUTTS STANLEY 652 FBB179 4)4 X 431
} 1 LOCKSET SCHLAGE 626 ND53PO (MATCH EXISTING STYLE)
-J 1 STOP IVES 631 407
w' 1 2 7190 SKIT Sandburg
g 1)4 PAIR BUTTS STANLEY 652 FBBI79 4 ► X 4 Tigard, Oregon 9722?
} 1 LOCKSET SCHLAGE 626 ND53PO (MATCH EXISTING STYLE)
I 1 CLOSER LCN 689 4011 X TB
WARE_ 1 STOP IVES 630 407
OUSE A Project:
� ii Proposed rrI fir
9ROOM "
}
P110913 1 3 } 5--0 1
° ria } CLR. A3 Pacif ic
/100 1.6 6 }
- } s e:EXITS IRecreational
10 17`-4"f RIFY
�iili�fiili ■iii i�i■� � i i>�i � ■■N■ ! i�i■IfEfili ir�ir�f
Products
10 `'- 7291 SW Tech Venter Drive
,r Tigard, Oregon 9722'3
o..r..nrr.
4
2 ONE' a -•n
! t 107
2 ^ 1C
A48 9 Sheet Title:
}
'111 rr
M x''100 0.5
"'�" "`�',� ""' ■f:air.'�''
S.EXITS .� 16First and
• } 1 /100 13 � �
o 13 14 � ?
w..1 e.EXITS 1 ! , c� 1 ._ - Second
} } an■i#."■■ EXIT ACCESS TRAVEL DISTANCE 1165 2
., last ""'
} � C } ko��, Floor Plar
cL
14
U) XISTING MC
• tn} , 5 4
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15 i
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ILY
E E i ..r.. 1 F �, ! RIGHTS RESERVED '} M
t i ' MILDREN DMON OROUP P.C., 2011,, ALL
(D (w.ir•" Y . rirw.rrrriniliurrw.r.rrr.re,.r r i-nr> r.n+rw.w...r
�.,.,r....-1 �......,..� .....�
TNESI: DR�►wt�t�cs ARE THE PROPERTY OF
�I
N P C» MIC► ARE
.rr*t �tILbRE DESIGN GRt�IIP� « ,
.'.'. T REPRODUCED IN ,ANY
. 104 TO USED OR
E MANNER ''EXCEPT WITH THE PRIOR WRITTEN
�E E PERMISSION OF MILDREN DESIGN CROUP. P.C,,
Ll
Date: 27 July 201 l
Drawn by: l ticked by:
BK E
m
Jona 'umber: 111019
Pro fled First floor Plan
Prolpr%^eed, bo*4econdHoor Plan .Sleet
FIRST 'FLOOR 11"496 SF
MEZZANINE 559 SF
0 2 4 8 16 0 2 4 8 16
Permit Lqul�mittal� """"" Jul 2 1
. :,. ,„ ,.,. a ti. �- .Pt� rr1kw»+w►,• aiJ'iYu.... r
..- �a,._% f,.. ,..m.:..... . ..... .. ..::., ,. _, ,.,s .r,- ,. ...,;., „'t,..v. s. , ..•,.'9'," � °'.t;i�•-'�' w:.wr.w %k' ,, n"
.: ,..,..w.,..,... ..:..:,. ..:y,.. ._:,..: , ,,mu'ro7w, sw✓'.a+er..:, :ak: .:«+++. ..... +v ,k x t ., ;' .. '*-iL -— ,gib,,_ n ^' � . ^. '
Keynotes
1. EXISTING SUSPENDED CEILING AND LIGHTS TO REMAIN
FLOOR OR ROOF STRUCTURE 2x6
1 2x6 MINIMUM DE !FRAMING, 2. EXISTING GYPSUM BOARD CEILING �- DESIGN GROUP,
P.C.
3. NEW SUSPENDED CEILING, MATCH EXISTING -- SEE DETAIL 1/A2 ARCHITECTURE - SPACE PLANNINrc
TIE ENDS OF MEMBERS TO #16 1 NEW GYPSUM BOARD SOFFIT - -'-0" 35'-8" T PR X16 x 2" WOOD SCREWS �fi0 S.W.51��r Beve�lai�d, ..,uite 120
PREVENT S FADING IN EACH LEG Tigard, Oregon 97923-8692
- ADDITIONAL HANGERS AT ALL �`
2 MEMSERS WITHIN 8'" OF L 16 GAGE x1"x1"x3"
(503) 244-O0a2
A2 PERIMETER (ALL SIDES) WITH
VERTICAL BRACING AT 12$--a" '"' #8 SCREWS AT METAL STUDS
O/C EACH WAY -- SEE TABLE
PROVIDE COUNTER SLOPE
3
HANGERS IF HANGER IS MORE
1 THAN 1:6 OUT OF PLUMB
SECURE ALL HANGERS TO
1 BUILDING STRUCTURE. 2`%�Connection at Roof Frail'nfl
DUCT WORK AND OTHER LARGE3 -=1 f�
"
OBSTRUCTIONS PER SMACNA
-
2a2
## 4 : _.....�..�,...�... 2 350--S 162-33
00
LLJB" MAX.
6 - MAINTAIN CLEARANCE BETWEEN
3 GRID AND ALL EQUIPMENT
A2 MAIN RUNNERS AT 4' O/C
5 4 SUPPORT WITH #12 WIRE AT FASTEN TO
4 O/C OR WITH #10 WIRE AT
i' • ,' r �' 5' ON CENTER EACH WAY T--BAR RUNNER
LATERAL BRACING AT 12 O/C
EACH WA Y. MAIN RUNNER TO r
SUSPENDED CEILING TO STRUCTURE BEGIN BRACING
• •' '"•tip+' :
,•�►; MEMBER LMAX
CONFORM TO OSSC RULING WITHIN 6' OF PERIMETER AND 305
for,r" �»
t W E R.
a
100 5S 7 4" 0 FOR 2004 OSSC SECTION 1621.1 2" FROM CROSS MEMBER NOTE: " #8 SCREWS AT 12" O/C �
• «. .� 1 1� O 5S 10-910 0 AND 2007 OSSC (EFFECTIVE (2) #16x 2
,� .
s r
2"0 5S 13'-8" 0 APRIL 1, 2007) SECTION 1613.1, NOTE; SCREWS AT TOP
350 S125-33 78,8" C DATED NOVEMBER 6, 2006 MAIN AND CROSS MEMBERS
350 S162-33 10'-0" C CAN ONLY BE CONNECTED
(2) #8 SCREWS
" x TO WALL ANGLES A T
(2) 35O 5162-33 13'-4 S�T�
2 350 S162-33 2.1'-0" 0 TWO (2) ADJACENT WALLS MAIN RUNNER
1
Suspqnded C Mpg Section � Double owd to Main Runner Ov�rner.
N.T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE A2 J =
1'-0"
2Q-r4 AND HAVE A 100,E RATED CAPABILITY, gal c ormacl
s"
SUSPENDED CEILING - SEE Properties, LLC
" CLR REFLECTED CEILING PLAN
.. ,..._._.__� __....,_.350 T 125-33
AT 7'--0" O fC, AND
AT TDP AND BOTTOM
(`EACH SIDE OF DOUBLE STUD) •.• -..
.• 7190 SW Sandburg
Tigard, Oregon 97223
.._..._...._......_.(2) 350 S 162-33 '
RUNNER FREE TO SLIDE ON
. .
.' CEILING SYSTEM'S ATTACHMENT- CLIP
ELAN
Pra jest:
First Floor Reflected Celli Plan
•.. .• CEILING SYSTEM ANGLE MOLDING Proposed TI 1 or
2 SCREWS PER SIDE
FRf_ 0 2 4 8 16 Pacif ic
L
Recreational
SUSPENDED CEILING -- SEE
.. REFLECTED CEILING PLAN
. Products
0 0 -- (2) 350 S162-33
.., •.. 7291 S1?t' Tech Center Dri�je
LL N ,F Tigard, Oregon 97223
L 16 gaga x1 x1 x2
ALL SIDES (4 TOTAL) 4
WITH (1) #8 SCREW
IN EACH LEG
Sheet Title:
MAIN RUNNER
Ref l
INDUSTRY STANDARD POP RIVET
OR CEILING SYSTEM ATTACHMENT
CLIP IN FIXED POSITION Ceiling
and Details
K04 Double Stud to Main Runner BerlSection at e
A2 3"=1 -0 A2 3�-10
-°"
203 2o4-r1
Revisions:
MILDREN DESIGN GROUP. P.C., 2011, ALL
RIGHT'S RESERVED (d
uw�rrr+r.uur�n ir.i�w.�wrirr�ir..rrii+r.ri r
THESE DRAWINGS ARE THE PROPERTY OF
NOT TO BE UIQ pREPRODU�IN ANT`
MANNER, EXCEPT WITH THE PRIOR WRITTEN
PERMISSION OF MI DREN DESIGN GROUP, P.C.
Dale: 27 July 2011
Drava n by: Checked by.
BK WEN4
,fob Number 111019
Sheet
Permit Submittal �- Jul 2011L
9 '
0111,(
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x �-i$$`hEI.6'" �XavBJGF'�9EM['t""3s " �"• v
yyr
1.
u,
4x4 POST AT 4'-0" O.C. TYPICAL --
SEE STRUCTURAL
EXISTING ROOF STRUCTURE
. AND R-19 BATT INSULATION
2x4 HORIZONTAL RAILS TYPICAL
X16 WOOD SCREW
PROVIDE 2x BLOCKING MILDREN DESIGN GRoup, P.0
1, "PLYWOOD SHEATHING x 2" 0R fie" LAG
NEW WALL TO STRUCTURE
2 DEEP 18 GA. TOP TRACK,
r�.rr__Iwr.
,� ARCHITECTURE SPACE PI,�,tiiNii'�3t
SEE DETAIL 41A3 DO NOT SCREW GYPSUM BOARD 7600 S.W. Beveland, Suite 120
NEW PLYWOOD DECKING TO TRACK Tigard, Oregon 97223-$692
R-20 BATT INSULATION NEW PLYWOOD NEW METAL STUDS AT 24
DECKING " -- `" ....
(503) 244-0-02
,r
WITH R
* (1) #14 SCREW #12 WIRE TO TOP TRACK AT O.C. -19 BATT INSULATION
AND %" GYPSUM BOARD ONE SIDE
1 6'-O" 0/C ,JOM PROVIDE 24" O/C STUD CHART:
1 3%"x25 GA. DIAGONAL KICKER
•362 S 125-18 TO 13r
AT 12 -0 O/C FOR ERECTION 362 S 137-33 TO 18 --5
22" RED 164 FLOOR JOISTS AT ao NEW GL. BM. - SEE •400 S 162-33 TO 21#-11#0
11�
• NEW R-20 BAT 600 S 162-33 TO 28#-70'
24 D.C. — SEE STRUCTURAL (ALT DIRECTION) TIGHTEN STRUCTURAL
R WIRE AFTER WALL IS PLUMBED INSULATIC N SEE AIE FOR ALTERNATE
,..
SIZES
22" TJI AT 24" O.C. -
WASHER 16 GA. x 4" SUSPENDED CEILING
SEE STRUCTURAL
3" AT SCREW �, .+, 00 GL. BM. - SEE STRUCTURAL
J CASING BEAD
X10 SCREWS 6" METAL STUDS AT 2.-Or O.C. EXISTING SUSPENDED CEILING
,•
3 1/2" SOUND ATTENUATION WITH 3 10x2" WOOD SCREWS
+ NEW SUSPSENDED CEILING, C � �
MATCH EXISTING W GYP BD AT '.' BATT AT " 44
� EACH SIDE SECURE •. .• r, d GL. B•M A T EACH VERT. STUD � .
TO STUDS WITH 24 0 C STUD CHART:
• .�rrlrlr.�rr�r.�rrl�rlrr.�.rr�rl.l�lrr.� l - - - a
TYPE 'S` SCREWS •362 S 125-18 TO IX-5-
2x6 WOOD STUDS AT 24 O.C. " " r- " " NEW SUSPENDED CEILING,
AT 5 —7 O/c 3+62 S 137 33 TO 18� 5 " 5j8 G'YP'SUM BOARD TYPICAL MATCH EXISTING
WITH 15/32" PLYWOOD ON WAREHOUSE SIDE •400 S 162--33 TO 21 --11
AND 5/8" GYPSUM BOARD EACH SIDE •600 S 16.2--33 TO 281--7"
' SEE A/E FOR ALTERNATER ;HEXISTING WALL
" SIZES
BOTTOM PLATE TO FINISH SLAB 0305
�► WITH
POWER-II�TEQ EAS�.E ., W E R.
4" RUBBER BASE. TYPICAL
•0.145" 0 x MIN.. EMBED NEW BEARING WALL -- SEE
AT 12" O/C, WALL T4 22*-0» .•« STRUCTURAL r
(0f'� �yy1* " B /DDDO R ACTUATED FAS_IENERS, EXISTING SUSPENDED CEILING
04
' •Vr145 � X � MINA EMBED - - •' •�IF - .'�. 1 r�r�rll� I 1 ,
AT 6 0/C, WALL TALLER •0.145 0 x MIN. EMBED NEW SUSPENDED
THAN 22'--Q" AT 12" CO/C, WALL TO 22'-t?" CEILING OV
•0.145 0 x MIN.
f. EMBED
4" STRAIGHT RUBBER BASE AT 6" O/Cr WALL TALLER L-BEAD
THAN 22'-0"
1
Wall at Guardrail • • Ceil[mit2 Parmio►n Wall at. Sue nded Soff Detail ( 4 %%� Owner.
dull Wall at
=1 —0 •-.-: 1 ...0 IN
=1 _0 =1'-0
A3 1-w r - A3 �. A3 _ McCormackd of AtGuo droll 1bIc r4 d1 soffit 3 _
PLASTIC LAMINATE' FACE
d1 Full Ht Mezz 1Noll
PLASTIC LAMINATE 2$-i" Propert les LLC
COUNTERTOP AND SPLASH
PLASTIC LAMINATE
COUNTERTOP AND
0 8 SPLASH _
w3 ADJUSTABLE SHELVES TYPICAL
•-uv
PLASTIC LAMINATE
:BACKSPLASH 7194 SW Sandburg
• • �._.....,.r.�,.-._..,I•._ � ,� • --CONTINUOUS
Tigard, Oregon 97223
SHIM CABINET FRENCH CLEAT
PLASTIC LAMINATE COUNTER X
A
_00z_ ..--` ` BO S REQUIRED
... _ .... ,_. ._-- f •.._..... ...._ I WI . MOUNTS TO IN-
°° RE PULLS TYPWALL I BLOCKING.
I I I RETURN SPLASH A T WALL Project:
«_% >< _ ._ __ TYPICAL
IM
PLASTICLAMINATEEL
ES
01 ,
TWP 3/4"' MDF ADJUSTABLE HProposed TIf
9 Q ADJ. SHELVING
I
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MELAMINE FINISH. "�
REF. NIC I I VENDING NIC I
I . 3/4" MDF DOORS ''"
N Recreational
r too CJI I I I ., COVER_ BOTH FACES
.�.. ..� ! ' • '- AND EDGES W/
I PLAS TIC LAMINA TEProducts
• r
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V.
MELAMINE INTERIOR
7291 SW Tech Center Drive
II L
MELAMINE INTERIOR WIRE PULLS SEE Tigard, Oregon, 97223
w r ♦ • r � •,�, � I I
•
SPECIFICATIONS $ g'
�. Sheet Tike:
DOORS ONLY AT ACCESSIBLE
7
Mr
" SINK; NO BASE OR SHELF; 1 0
A3 INK; 6 DEEP Details
r INSULATE HOT AND WASTE 3 BASE - SEE FINISH SCHEDULE
MAXIMUM PIPING; CONTINUE FLOORING SCRIBE TO FLOOR CLEAR.1
Z'-8• AND BASE UNDER SINK
CLEAR MINIMUM MINIMUM CLEAR SPACE WIDTH
ALLOWABLE IS 2'x-6"
cff eBar Ieato►r� athom
Bar Elevation Cabinet
BaseUpperaknet
P-1$-onA3 3d--,.2 >, �3
NEW 3%* METAL STUDS WITH IN = '� A3
2 _1 d6 s
-Counter %w GYPSUM BOARD 2'-O" d6-5
SOLID GROUT BELOW
" PLYWOOD WITH PLASTIC
LAMINATE. ATTACH TO STUDS
MAXIMUM *" PLYWOOD WITH PLASTIC COLUMN BASE PLATE -- SEE STRUCTURAL WITH (2) 2J4" TYPE S BUGLE
HEIGHT TO LAMINATE. ATTACH TO STUDS 20 r
�_ " � HEAD SCREWS COUNTERSUNK.
WITH2) 2, " TYPE S BUGLE TS COLUMN - SEE STRUCTURAL
TOP OF SINK SET IN SEALANT BED
AND/OR HEAD SCREWS, COUNTERSUNK. -BEARING WALL -- SEE STRUCTUR4 kL MEN
Revisions;
OUNTER
SET IN SEALANT BEDit , ,�„
,
t ~ •. `I :r. I •Ii• :..}•r ..•v• k1, • . • w: •s. tl..'•.+t•• ;r 'li.,+.` ,..•• ..
:♦
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I
BOARD MAY BE SUBSTITUTED
_ 8 2 x 4 AT PERIMETER AND
' ...�_._. _....r. FOR PLYWOOD UPON FLAT BAR SUPPORT
--
ARCHITECT'S REVIEW ;
{
+
• i I1
PLYWOOD WITH PLASTIC
•: :;
-.-• ._..,, I I " PLYWOOD WITH PLASTIC LAMINATE AT COUNTER TOP
1. Y
' o AND EDGE. ATTACH TO
,,.,.,�,,, '� I I LAMINATE AT COUNTER TOP •,. `'O "` "I SUPPORT W 10 x 2"
AND EDGE. ATTACH TO •I -1 /
SUPPORT W1 #10 x 2" �: .,,• • .�.rti�> .� .. .�:�.. :.� CREWS AT +� O/C
SCREWS AT 6 O/C
. «
+,+ I COUNTERSUNK
c21
' COUNTERSUNK I
r*r
(2) 2JJ" TYPE S BUGLE
MILDREN DESIGN GROUP, PI 2011, ALL.
+ MEAD SCREWS AT EACH RIGHTS RESERVED �►
•• � STUD wur•r_.�rul.lilinli r ...
INSULATE PIPES I . THESE DRA%INGS ARE THE PROPERTY OF
04
;'•
MILDREN DESIGN GROUP, P.C., AND ARE
BASE CABINET AT " NOT TO SE USED OR REPRODUCED IN ANY
FLAT BAR WITH 0 x
,1- MANNER. EXCEPT MIIITH THE PRIOR *KITTEN
+ PERMISSION OF MILDREN DESIGN GROUP, P.C.
NON-ACCESSIBLE PORTION 2)4" LAG SCREWS TO 2 x 4
N •
ONLYAT
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• Date: 27 July 2011
««
- --EXISTING WALL Drawn by Checked by:
EXISTING CONCRETE SLAB ----
IM REMOVE EXISTING GYPSUM BOARD WENI
FLOOR: STRUCTURE- eo"rtoo NOTE: WHERE END, OF COUNTER INTERSECTS STUD WALL, INSTALL BLOCKING AND
SECURE COUNTER SUPPORT TO BLOCKING AND/OR 'STUDS WITH (2) 2)J" TYPE S Job Number: 111919
•' TOE KICK BEYOND
BUGLE HEAD SCREWS AT 12" O/C MAX PROVIDE (6) SCREWS MINIMUM Sheet
Cabinet Base at Sind
ExistlIng W. W all at New Column11 otion
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MILDRFN DESIGN GROUP, K
• /�
GUARDRAIL #
ARCHITECTURE a SPACE PLANNIN
«
7654 S.W. Beveland, Suite 120
Tigard, Oregon 97223-8092
(503) 244-0552
�1
i
1 14"0 OAK ROUND HANDRAIL
WITH STANLEY 0080-4100
BRACKETS AT 4'-0" OAC
" PLYWOOD RISER
HANDRAIL :BEYOND
? » PLYWOOD TREAD, SCREW
AND GLUE TO STRINGER
40 POST, SEE STRUCTURAL
PROVIDE EASED EDGE
------2x6. CAP, SEE STRUCTURAL
---- —•--• 2x4 RAILS LESS THAN 4" CLEAR,
•
SEE STRUCTURAL 4 x 4 PT POST,
1 • SEE STRUCTURAL
°. O� 305
-H to W E R.
4x4 PT POST,
SEE
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2x STRINGER, SEE STRUCTURAL '— "
virr
• Owner:
2x BEARING STUD WALL,— -----,,
SEE STRUCTURAL
McCormack
CC
2x BEARING STUD WALL,.
Propert ies, LLQ
•
SEE STRUCTURAL 2x PT KICK PLATE, SEE
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7190 SW Sandburg
Tigard, Oregon 972.23
1 flair Elevation
z Stair Section
A4 h :=1 .a .` A4 hX-1'-OK
5e5b–r1 5ei:b Project:
Proposed TI fo.
Pacif i
Recreational
Products
7291 SidTeen Center Drive
Tigard, Oregon 97223
x
Sheet Title:
Stair
Details
Revisions.
MINEN ,DESIGN GROUP, P.C., 2011, ALL
RIGHTS RESERVIrD a
��Nrn0l1•rrl�nn+"r�r•Pn6�Y�YI.�rni�nrl•.t�•�•••r� r�•�.
THESE DRAWINGS ARE THE PROPERTY OF
MILDItEN DESIGN CROUP, P.C., AND ARE
NOT TO BE USED OR REPRODUCED IN ANY
NIAMNER, EXCEPT WITH THE PRIOR WRITTEN
PERMISSION t}F" MILDREN DESIGN GROUP. PX
Date. 27 Jul 201 t
Drawn by: Checked by
BK WE
r
Job Number:
Sheet
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Permit %0%3ulmital July 2011 A4
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M1LDREN DESIGN GROUP., PC.
1 � 2. NEW W% 3x3x�.� PiCaST. PRL0IMDE ILIOOD 'IL�L.L.$'fU3 Tr.44T TO 11°Q$T PER V621
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to" OIC AT ALL SU"NXEO PANEL MX 'e ,AND Od NAILS 0 11-VI I"ER Pl-'At'1
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$ SZ � 11 x S'-�i " APA SPAN RATED "/32 PL"It"1 ''7C.>D OR Oft �EA�T�IMCa
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2
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it
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- -- � EXISTMCs WALL.
SC�ME11� 0 6' Ca/C,ANLL I I, 1 j IUAL,.L PER PLAN.
.� 14EIC314T OF 1486 PC)ST+ 1x� �
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SIM. NAIL. MOLES AT LAP UAT14 (2) OF NAILS AT 4� O/C IN PER PLAN EXIST. STUD WALL I I I g
Ap1�8.
REMAINDER' OF STRAP Oben 3x M rIUM FLAT !'li�.CXXJN f SEE t:E1 AIL aJ�°"2JI
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- EXP: 06/30/I3
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12. SIHIRSiON 1CMTC*` STRAP x 3'-4" FILL ALL. MAIL MOLES WITM IW COI"IvM NAILS.
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13. ALL INTERIOR,UAAL.L S NON- SDE #" MINIMUM EMEC:T O14 HEAD. ' CLR
114 15►'
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NAILS * r ►
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IN P.T.SILL PLATE.
S. E3tISTWs TS POST. INSTALL NEW SHEAR Wy.L STUD TIGI4't" TO POSt WV 412 SCREWS A 3'
6 O/C. R1L.,L I4EIC*ff OF NEW WALL STUD. T`r'PIGAL. (2)SIDES A NEW �iNEAR WALL$
CLRf 7194 SW Sandberg
jf�/■ ���v`,.IS L PAHEL V Tigard,Oregon 97223
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8"OWN, AREF'ER A1°F"4RCi1lE0 AII1C.MI C'1W125. IWAMvS ANY DISC0111EPANCIES
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NK WITw TIS AIRCHITEC ' F TCS BIDDII cue +�c�ll�e►���+
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FRAMING Pi..A�� Pill
1 F0%5TDETAIL
SME:l�T +
Recreational
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._..f... Y_..L......f.......-.. , ;. Y�� _......._,.Y ,Oregon 917223
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"Sheet Title:
2x4 MICR.V (2) 16d NAILS 2x4 WMX Uu (2)" NAILS
AT EA.POST, 1P. AT E,A. POST, TYP:
Mezzanine
Framing Plan
� I AT lLIMI. 3'- .. t
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MAX �, ITION.
MAX W1 %"# Al 1EM BOLTS and Details
STRAP AS R�E+O`D. PER AND C>�+'ERbi" ILIIAI��R
KEYNOTE 'll' ON PLANSTD GL,i,ARISRA�IL
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AND Oi D I�Y� MOMI�t 1 i�
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STRAPo CENTER ON
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MILDREN DESIGN GROUP F.C.
ARCHITECTURE - SPACE Pt.ANNiNG
76SO S.W.Beveland,Suite 120
Tigard,Oregon 97223-8692
(S03)244-OSS2
-1 T.M. RIPPEY
.,..,
CONSiI'LTTNG ENGINEERS
S
7550 Sw Be+raWW Strat SWe>
STAIR, Tgarck Oregon 97223
AIR F PLAN $s gnaw(SM)413-3900
'1 Fax.(5W)443-3700
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