10340 SW NIMBUS AVENUE BLDG P STE A i
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HANGER LEGEND
�D A U,. HOO►c _ ~_
B COACH SCREW R00
PAP \ G ,.C,• CLAMP`---
0 TOP BEAM CLAMP
17 E EYE ROD _
F FLUSH SHELL
G CEILING FLANGE
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h L 'T" ROD —
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STRUCTURE TO CENTER
LINE OF PIPE IN !NCHES
SPRINKLER LEGEND
llti� ix SPRINKLER
ORIFICE SIZES I
I AND TYPE.
►" / 6 d 16 2 SPRAY 112
SPRAY ❑ 3/4
4 37 O 1
LILSIDEWALL 1,1140 1121/4� ORr TrPE _'
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C MEYERTECH
F VICTALIUC "FIT" r
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P PIPE 0 LET
SN SHAPED NIPPLE DISTRIBUTION
Z ITT GRINNELL "EASE TEE"
i QUALITY CONTROL BY
DATE
APPROVED FOR FABRICATION BY DATE
I APPRGVED FOR INSTALLATION BY DATE
1 ..
I � GENERAL NOTES
1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS
APPROVED
' PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER Q
L U� DIMENSIONS SHOWN THUSLY (1 6) WHICH ARE END TO END
�. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
~ + NFPA PAMPHLET NO 13 1983, SECTION 3 10 3 5
a PIPE HANGERS AND METHGO OF HANGING TO BE IN ACCORDANCE
WITH NFPA PAMPHLET NO 13, °iECTION 3 15
I PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13,
�. I A ►I SECTICN 31
11 Z 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL
BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTIONS 3 12
AND 3 13 _ _
OWNER TO_PROVIDE ADEQUATE_H_EAT TO_PAEVENT WATER IN PIPES
FROM FREEZING IN AREAS PROTECTED Pv A WET PIPE SPRINKLER
t SYSTEM
L) 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED
EKY
1 4 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED
By
10 FORRING OF PIPF AND EQUIPMENT IIF WEQOIRFD) TO BE PROVIDED
BY
PIPE NOTES
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REVISIONS
t MF, DATE BY
rON RA( I WITH
CONTRACT NAME �r
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WOLCOTT PLUMBING CONTRACTORS INC.
2131 S. E. 190th P.O BOX R72
GRESHAM, OREGON 97030
PHONE (503) 667- 1781
DESIGNER () TE EET OP NO
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OF
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DRAWING IS LESS CLEAR TFHAN -------- ----- ---- —
THIS NOTICE, IT IS DUE TO
THE QUALITY OF THE ORIGINAL
DRAWING.
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f 6" x 20 ga. metal st.-ds � � 0<3
0 16" o.c. LLLLWJJ �.
Plywood dock
�- Suspended calling w/ Susp. call•g
21-0" x 41-0" mineral
--- - -- —� r== >_ - -- fiber lay-In panels, -- 5/8" w.r. gYp• bd. ea.
—
class "CO min. flame side fasten to studs w/
spread type "S" 1" screws a 8'
o.c. a panel edges 6 • •
Deep leg top trark 12" o.c. a interior O Z
supports 4-4----- 5/8" 9YP• bd. ea. side
i fasten w/ type "S" 13 5/8" gyp• bd. w
screws 0 8" o.c. e
panel ddges d 11-0" f - - 3-1/2" x 25 ga, metal
ry O.C. • Interior - studs a 160 o.c.
supports �,•L•+
Bottom track to fin.
_-_
3-1/2'n x 25 ga. metal - - - - -- fir. r/ powder driven
studs a 21-0" o.c. anchors a 21-0" o.c,
Bottom tract to finish R-11 batt Insul. all
WAREHOUSEc s floor u/ powder driven f tails a tollet rm. "
anchors e 21-00 o.c.
old c4de.- reo >
wall9 O J
covers v1
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Typical Toilet Room Wall (�
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ILET �- �
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~r. �� l Existing truss
I n1E,TrL �2 G►{ANNC. / ---------
I -- 6" x 25 a, mil. studs
' � Z4' !G• �I 'C.7• �
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e 2'-0" o.c. max.
TnI d r-- Deep leg top tract to
truss r/ (21 10 type
r•vo-wt GJT .+.4i - "S" screws typ. I°�%�4PL/ y; eN
riC 'TrrT_.� ,IJ�E1/L.AT6. t:X"tiKi'",
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X 11-0" x 41-0" mineral P'L*IM /
OFFICE {' OFF) class "C" minfiber lay-in panels, r /
I
F--'re w 0 grid
r I spread 25 fasten
I H th i to wall r/ type "S" 1" - ■
Wall Furring 0lot
6 'L h,J+L�I.S!N �� � 1 screws a 2'-0" o.c.
.v w I
-- --- _ - - - co
5/8" gyp.• " —�
I - y bd type X"
fasten w/ type is" I"
screws e 8" o.c. e , u • I
panel edges 8 12" o.c. I ,
e Interior supports /
RECEPTION ('�
Fut. gyp. bd. (type 1 / -w IN� ..
;a OFFICE -i OFFICE i
wX") G 'r
--- ---- - ;K �` -IX ®AK vpL I < , �r _ --- - — ; x20 ga. mil. studs e - �.-. --�{t--- - 1 to
%q treK. 21-0" o.c. typ. -- - � O
r'��M ctiVtc �r4' P't;v � N
4:A: R-11 batt Insulation ( A7 vAcH 04r P)►N/L --
MIKKOF� ,
jr e•AyHrG I I -- -_ Bottom tract to fin.
1 ?'•o �'`� l/Pr: K C_ fir. r/ powder driven UJ C
c S o ) I an.:hors e 2'-0• o.c.
I 1 0
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APPROVED FOR CONSTRUCTION
CITY OF TIGARD C'7
d PERMIT NO. —_ SITE ADDRESS
I UJ
BY_- - _
TITLE
---DATE—
LEGEND
ATE
LEGEND SITE PLAN N(rl'��.S GENERAL FINISHES — '—----J 2 U)
1. Contractor shall adhere to all codes, 13. Building owner: The Koll Company 1. All vertical surfaces shell be painted 7. All Interior door frames all be +-■
rules and regulations governing 8205 S.W. Creekslde Fl. U.O.N., light texture, eggshell Theon, preflnlshed metal frames. Color: White0 �
construction, building access, and the Suite 0 Contractor shall provide architect with
use of fac:llltles as set by local Baaverton, OR 97005 a minimum of two 8 x 10 brushouts of 8. Carpet and wall paint colors shell be L
Existing exterior concrete wall or �U I TE'1 L Oi%aTIC hl building department agency and the Phone: 626-3045 each color and finish for arch i teat t s selected from Tigard 11 tenant
exlsting framed Interior wall. building owners. approval at least one week prior to site standards. (n
14. Contractor: KaiI Construction application, Wall tests will be " >`
Exterior well furring: Provide 1-1/2" �• •„'� 2. All standard construction shall conform 8105 S.W. Creekslde PI. required prior to final approval.
metal channels at 24" o.c., 1-1/2" rigid `T,\C I to the standard details for tenant Suite D
-- --- - - - � --- - (nprovements except as explicitly Beaverton, OR 97005 2, All part It tons, columns and exterlor
Insulation to underside of roof end S/8" �`� ___-___ __�__
gypsum board to 6" above calling. f � - _ --�--- superceded by specific dei,lls approved Phone: 626-3045 wells shall receive bullring standard 4"
»• «"• „"•• j ..i l w"�... --� by Terry Rommel Architects and The Koll rubber cove base.
]tea Tenant don,ising rallt Extend to \� \(, ,� � 1 t ; r'I �, Company.
h;� hollow
3. At doors s II be oak veneer,
underside of structure above, Provide __' i / 3. Location of all pe-tttlons and doors doors with a clear finish. Rated
6", 20 gauge metal studs et 24" o.c. 11 '' l I �-. p core
with S/8" type 'X• gypsum hoard et ,1 �• ""+� I )�.�� I I �/ 1 ' - 1r- shall be approved by Terry Rommel doors at corridors and fire walls are as
tenant side only and 3-1/2" batt 1 i f`y ` .». ]f V ArchItects as marled in the field prior Indicated on plans. cc (n
Insulation. » �� �_�-,Sl to ccnstructlon. Contractor shall
�I notify of any 6 screpsncles or cont is 4. All H.V,A.C. fixtures, trim and
.— Interior partition: provide 3-1/2", 25 I . °• I ;,�� In location of new construction. accessories shall be painted to match Lij0
'� calling. (\J
gauge metal stud, at 24" o.c. with 5/8" IIS aft' All blocking is to be fire treated. (�
! gypsum board each side. Secure top of «», ' u
J�" —_!Y.I Y•i!�2 �_-� 5. All millwork and casework shall receive 1 w.
rel I to col IIng gr id. At restrooms ` """"'"' °•"•'"°°"•"
extend wall to 6" above calling grid and 1�1 ' L_, "„"•,,,,..,,,,, /� S: Install fire extinguishers per N•F.P.A. a clear finish. Feld verify all case
provide 5/8 rater resistant gypsum ' .�' �� -� standard No. 10. work dimensions.
board at restrcom side of rater. 6. Plans are for architectural, mechanical 6. All areas, except as specifically notes, Date
arid structural and lu�mbin shall receive carpet. Instal i car et at `
'-- - Typical Intnrlra partition with sound Insulation ~' ""�~••'"'a' ' P 9� P P
rr. Occu enc t B-2 floor with carpet adhesive. Inspect Approved
P Y floor surface for dirt oll material
" y Drawn ''►•aK
excessive moisture and uneveness.
.�. Number of occupants: 28 Proceed with work only after defects Project IIE�
have been corrected. Contractor shall
al. Building type: VN coordinate undercutting of doors with Sheet No.
thickness of carpet. Doors shall clear
W. Suite square footage: 5,225 sq, ft, floor finish by 1/8” maximum.
11. Tenant: Allgreen Lawn Car , Inc.
12. Suite address: 1()3q�o O.W• NVA606 per" �t►� '�'
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