Plans (12) MEC2O17 - 00620
FIDO'S
TAP HOUSE
7700 SW DARTMOUTH
SUITE 190
PORTLAND, OR 97223
0 0 0
BECEtVED
AUG 17 2U17
CITY OF TIGARD
OBUILDING DIVISION
REF
SAW 1-MP01.2
I -14/14 HALLWAY RAW IFNEI /g 1-1/2"
MOUNT 6" ABOVE 4 / '
OFFICE CEILING a TW OF 2 - it
8'
12' 12" al
RAW y� lib I .
( ! TOILET EAG1 TOILET
6'
CLASS II
HOOD17--- TO 75
Case Design Group
FUTURE jll I) • Cf
LI��I=`3 232 S.E. Oak Street
OFFICE
5 FUTURE r6. r UP
Suite 101
12• KITCHEN TO Portland Oregon 97214
FUTURE �P33 2 —
sLm�INc TYP �,ll / ,--12-
SLEEPING
ROOF 503.863.4235
1 t—
X A X X \ X
• Y171 ____16/16
1Fain 400048'AFF 1W OF 3 HOOI D
ROUTE DUCT HIGH AS RAW
POSSIBLE THROUGH
N-18/24 OPEN COUNG SPACES 12/12
TYP L
/F/�UUTryURE
EE
p
VOO
0; rRAWW�
FZRA�im
--- /CFIX1URETWFUTURE UGHT
FUTURE -MP OF 5
DAYROOM 1Y RAW a
Nor
IFTATIt
bill MOUNT TOP OFOF GRILLE RA PLENUM
6 BELOW STRUCTURE REF 7-MP33.2 RA PLENUM CITY OF TIGAItD
X24/24 1W 5 1-1/4' r___ = -vr REF 7-MP33 2 `� (SREVIEWED FOR CODE COMPLIANCE
G f ?_-_-=_ _AA
Approved: [ 1�]� C\oc J I 4\1C
- — OTC:
co �� — RTu1 �— rl RTv2 � 5 ��� G 1
300 I i\ ,) I240 MBH FUTURE 1-1/4'-- I (\ I 1240 MBH Permit#: �ti� o2 2C
&q Address: 7 ZC0
TW OF 6 , , DINING :_; - l�tl�
f� 4 Suite¶ k?4tt2__
{� MP33 2 CJ>
I / I � I BYEDate: '���`T l
TYP lYP
w ®® _ _ _ �, I - -
II
24' i i i )
I ._ — i OFFICE COPY
T—r 124.
\
SAW 3 _[
16/14 \ r6 \ DUCT RUNS1MMH ROUTE DUCT
740 P33 2 FUTURE LIGHT TIGHT TO
1W OF 5 LOCATIONS STRUCTURE
14'-4" 13'-6' 14'-1" y
16
- DATE DESCRIPTION
-06.12.17 MECHANICAL PLAN
4 —
V 2
0
ED i ECHA \ ICAL PLAN
HN/AC1
KEYNOTES GENERAL NOTES111
R
15.100 ROUTE PIPING THROUGH JOIST SPACE. 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC ai 4
COORDINATE WITH HVAC AND OTHER FEET PER HOUR (CFH) IS BASED ON A HEATING 1 -
TRADES PRIOR TO INSTALLATION. VALUE OF 1000 BTU PER CUBIC FOOT AND
SPECIFIC GRAVITY OF 0.6. CONTACT LOCAL
CONTRACTOR PRIOR TO INSTALLATION IN
COORDINATEUTILITY FOR EXACT LOCATION AND SIZE OF GAS
SPRINKLER METER, GAS PRESSURE, SIZE AND TYPE OF 'I
ORDER NOS FROMN REQUIREDINKPIPING AND VALVES REQUIRED FOR CONNECTION 44,.r
CLEARANCES SPAILKLORS. REFER TO METER. VERIFY CORRECT GAS PRESSURE 4
INTPIPE SUPPORT DETAIL FOR DOWNSTREAM OF SERVICE REGULATOR AFTER GAS U
INSTALLATION. UTILITY COMPLETES INSTALLATION.
15.101 COORDINATE CONNECTION OF NEW 1" e Y_
WATER METERS TO EXISTING 3" DOMESTIC 2. SANITARY SEWER PIPING SHOWN IS BASED ON
1/4" PER FOOT FALL FOR ALL PIPING 2 1 2
WATER SERVICE. PROVIDE PRESSURE / " PICI Rs
REGULATOR DOWNSTREAM OF METER AND AND SMALLER AND 1/8" PER FOOT FALL FOR
SET TO 55 PSI. REFER TO THE PLUMBING ALL PIPING 3" TO 6". COORDINATE BUILDING gx
FIXTURE SCHEDULES. SEWER LOCATION AND INVERT ELEVATION WITH
CML DRAWINGS.
3. INSTALL VTR'S A MINIMUM OF 24" FROM
SEISMIC NOTES PARAPET WALL AND A MINIMUM OF 10 FT. FROM
OUTSIDE AIR INTAKE OF ROOFTOP EQUIPMENT.
REFER TO SEISMIC RESTRAINT SHEET SRt FOR 4. INSTALL CONTINUOUS SEALANT JOINT AT ALL
EXTERIOR WALL PENETRATIONS.
INSTALLATION DETAILS. REFER TO THE
SPECIFICATIONS FOR FURTHER INFORMATION. 5. FOR PIPING ROUTED ON EXTERIOR WALLS, ROUTE
PIPING ON THE INTERIOR SIDE OF INSULATED
WALL TO PROVIDE FREEZE PROTECTION.
6. INSTALL FLUES A MINIMUM OF 8 FT FROM ROOF
EDGE AND/OR PARAPET WALLS AND 10 FT FROM
EQUIVALENT NOMINAL PIPE SIZES OUTSIDE AIR INTAKE OF ROOF TOP UNITS.
PLAN SIZE POLYPROPYLENE PEX 7. PROVIDE START-UP ASSISTANCE FOR ALL
(COPPER) HOT WATER COLD WATER GAS-FIRED UNIT HEATERS.
1/2" 1/2" 1/2" '/2e__— f�HENDERSON
GAS LOADS 3/4" 3/4" 3/4" 1" 8. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE
TH THE
OUTLOT BUILDING (5 PSI) LOAD (CFH) 1" 1" 1" 1 1/4" EXISTING AND OCONDITIONS ME FULLY AOF4 THE PROUAINTED JECT. EXISTING ENGINEERSII '
UH1 250 1 1/4" 1 1/2" 1 1/4" 1 1/2" CONDITIONS WERE TAKEN FROM ORIGINAL 83451fNFXAORNE,Sl0E300
UH2 250 1 1/2" 2" 1 1/2" 2" DRAWINGS AND MAY NOT REFLECT EXACT BLENIM
IS 66214
TENANT (LOW PRESSURE) LOAD (CFH) 2" 2 1/2" 2" N/A AS-BUILT CONDITIONS. COORDINATE NEW WORK WHO 9131425000 mi 913 742 5001
VERIZON WIRELESS RTU1 150 2 1/2" 3" 2 1/2" N/A AND DEMOLITION WITH OTHER DISCIPLINES AND wwM.6•i-•�g.no
VERIZON WIRELESS RTU2 105 • 3" 3 1/2" 3" N/A EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 1592095935
FIDO'S TAPHOUSE RTU1 240 4" 6" 4" N/A 9. AT CONTRACTOR'S OPTION, IN LIEU OF COPPER
FIDO'S TAPHOUSE RTU2 12 5 -• NOTE: REFER TO SPECIFICATIONS FOR WATER
PIPING,TUREPPEX
TO AQUATHERM
NT PIPEPIPING
EMAYTOTAL BID SET.
APPROVED MANUFACTURERS BSCHEDULE AND SPECIFICATIONS. p
NOTE: ALL TENANT METERS ARE LOW PRESSURE NOT FOR
CONSTRUCTION .
��
0 H
Z
•
1" WATER Q
METER Z
ETR
3" DOMESTIC GAS ENTRY W
I GAS METER BANK
WATER ETR REF CIVIL REF 1-MP02.2 • r, ETR Z 0
I �
2 1/2" GAS ETR U O
DEMO I 1 0 GAS PIPE GOWN TO I ---- — ! 6" YCO Z U_
EXISTING 3/4" ell / •
y� \ i it INDIVIDUAL TENANT / I 3' yEN IE = 1.50' p
GAS PIPING 1-1 2" T / I , I METERS TYP /-1 1/4" ETR ETR m
�3/4. ` J ETR •
\ - --f.� - �,, - t .� ..���.,. ..:._--e. '- �- IJP
\\ 11 D= G ;G fi `" ��= —I SAMPLING PORT.. J
0 _
9 G
z _ - �f / — ' i ETR CO ETR Lip
0 1 CWIr
X34" ETR
W —_._.. GAS PIPING " J ESS S — — • • SS-1
1 i II
VTR
.� CONTINUE �6.
ETR
I" I — 1-1/2" _ ON ROOF 15 1 UNDERGROUND O SS I • I- Q ai N
2 , �^ , �3 REF 2-MP23.2 — I-II 6" ETR 01
1-1 2" WATER ELECTRICAL SANITARY PIPES I _
41 / \ THROUGH TENANT 4 E� I I_ _ F-
METER I poi GW S �1 SPACE �W 1• it* 4" ETR O�
�.,� 15.101 �' l� ....4„, II
�I ¢ r
coT
15.100 I
-- I c OI4I 11500 GALLON YCO v Q o
o I DEMOS I TYP •� y IE = 94.5' GREASE ETR Zre
i' EXISTING 3 4" I / o (�
GAS PIPING ! O c I INTERCEPTOR o Q Q o F
' a FINISHED FLOOR ELEVATION = 100.00' i�li !� J 1 ETR d J �'
213 FLUE AND H n__ ` w,_..- I / \\c-
CAP m+saa
o GAS ROOF ' i ....‘NN, 3/4" OUNT ON I
PENETRATIONS I I I
REF ARCH ," I REGULATOR COLUMN AT I,
jl ABOVE ROOF 60"AFF
\ 11
y / — REF 3MP02.2 UH1 — -- - �Tj n -- H --
= ( B )
z •
ilio
F�
a — 1" GAS UP _ I �c-w
• THRU ROOF j — \e • I
T VTR
Q 0 ETR EFV I �� UH2 1 1LI,1 V
I
• SS 1 1/4" SS UH1 12'-0"AFF ETR i _
a �a 4" ETR - RELOCATE UNIT I DOWNSTREAM SET THERMOSTAT II II
CDis, YCO ► HEATER, THERMOSTAT, ` OF EFV 4" TO 60' I 4 i i i 06.06.15
ETR -�� ' FLUE, AND GAS PIPING -- REF 2-MP02.2 I i i so.
_, FLUE THRUI 'AH
�
w • r ROOF TYP CAP SANITARY WASiEc '! I m
> �I PIPE 5' FROM TENANT i I QW AE
o O I 15 GREASELON `3" VENT REF 4-MP02.2 1 li ,
NWALL I11
a I INTERCEPTOR ;, ETR CONTINUE \ KEEP INVERT OF PIPE CAP GREASE WASTE( II I I s*ErmE
0-1 ETR UNDERGROUND 4, LOW AS POSSIBLE FOR 4" PIPE 5' FROM h I
" ETR SANITARY PIPES FUTURE TENANT TIE IN TENANT WALL ••
i ( ( .- , I OVERALL
0 4" ETR • GW THROUGH
SPACETENANT '7 W I) ( 0 i MECHANICAL
E YCO IE = 95.5' \, WCOE� ROOF DRAIN AND j I / zi AND
O ETR - STORM PIPING f
ETR TYP - r _
PLUMBING
iti II :: t = �- __ _ •
!_„ PLANS
� - i — � _—_ _�_ - -I i � II I � �I �,
✓ �.d i - - — -. � � ' -- vim_ — _- " '"�aj�y_.._',_�.'�.�
BORA
J,L
N
I .1-I I I -1-I I 11
MP01 . 2
rti
od
MECHANICAL FLOOR PLAN
0
° 1/8" = 1'-0"
o PRELIMINARY