Plans 41FFICE COP" OFFICE COPY RECEIVED
NOV 15 2021
CITY OF TIGARD
c UILDING DIVISION
PROJECT LOCATION
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' FFICE COPY �ilit
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CITY OF TIGARI�. y
D FOR CODE COMPLIANCE -
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VICINITY MAP ITN
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SCALE:NOT TO SCALE W 'O
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Ventilation Schedule
(Table 4.03.3)
Zone Occpancy Supply Actual Exhausl Area Area Area Default #of CFM per OSA per Room Zone Req'd
Name Category Air(AHU)Outdoor Air air I SF outdoor!OSA Occpancy People person Person OSA Effect Outdoor (�G 1
Measure From Tattle From table --
(cfm) (cfm) (cfm) airflow Air(cfm)
(Az) (Ra) Aix Ra (Pz) (Rp) (Vbz) (Ez) (Voz) ... ....
New RTU 3 ton 1
4104 corridor 170 0.06 10.2 0 10.2 20.4 11.0 _
109 nurse station 64 0.06 3.8 5 1 5 8.8 12.7 9.0 n
110 toilet 80 80 0.06 4.8 5 1 5 9.8 14.6 10.0
111 exam 6 - 8U 0.Ub 4.8 5 1 b 9.8 14.6 10.D
112 exam 5 8U 0.ub 4.8_ b 1 5 9,8 14 b 10.D
113 exam 4 BD 0,06 4.8 5 1 5 PB 146 10.0
114 exam 3 BO 0.06' 4.8 5 1 5 ' -7 8 14.6 10.0
115 procedure 140 0.06 8.4 5 1 5 _134 21.9 14.0 NO EXCEPTIONS NOTED [x] REJECTED []
MAKE CORRECTIONS NOTED [] REVISE AND RESUBMIT[]
Total - 73
a THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN
CONCEPT ONLY.ANY DEVIATION FROM PLANS OR SPECIFICATIONS
NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN
Existing RTU 7.5 ton REVIEWED. REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF
ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE
103a triage 724' u.o6 4.3 1 9.3 13.b 10.0 CONTRACTOR OF CONTRACTUAL RESPONSIBILITY FOR ANY ERROR
104a testing r6' 0.06 4 450 1 0.9. 13.9 11.o OR DEVIATION FROM CONTRACT DOCUMENTS.
1 Oda atlmin 96 ub6 S.8 1 10.8 16.5-_ � 11.0
1046 manager bU 008 3.6 1 8.6 12.2 9.0
104c break rm 128 0.Ub' 7.r 12.7 2U.4 13.0 CIDA
106 exam 1 80 0.W. 4.8 T 9,8 14.6" 10.0 COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE
106 exam 2 80' 0.0b 4.8 9.8 14.6 10.0 PORTLAND,OREGON
107 office 60' 0.06 - 3.6 13.6 12.2 9.0
108 storage 0.0- 0.0 0.0 0.0 REVIEWED 11(12/2021,BY curtisg x ray room 91 O.Ub' 5.5' _ 10,5 15.9 11.0 9
116b x ray view 36 U.U6_ 2.2 7.2 9.3 8.0
WI 1.0
VALIDITY OF PERMIT Total 01
Pz=(A2)/1030 x Default occupants,
THE ISSUANCE OF A PERMIT -vbo W (Ra)(Az)
""Voi=Vbz/Ez
z/@
BASED ON CONSTRUCTION Site
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS.OSSC 105.4
A
e
9
8 i am. T 8` I • z1.Na(01
7
100 a Are. i 1D1 ` I[ 00 w r i, rr
C. i i �1 41 ' 12 1 I Fete i 12 T I , �p 4
`O< /8 ., 1 1p-- 1 8 g �r C
I'
l •, " C ) 0W Clms 1
8 1�8k INSECT SORE `n m a8
li 100 I V�I �1� Nnogl
I1 :. New • " 100}1 i F it 3 ton ti x 'k
RTU
JBA71Mk7 " 1 4
1
MEI
4U thrulOL@Y 1 >.
,r ti � 1 0 I Bathroom Exhaust Fan Roof Detail
l�; 1 01 �. IX 1-
I I _-] _ j -` 3 0 I I13
.._
I I :''Y,4 M ; y„ .I 8 I Bathroom Exhaust Ducting Size ,,
100,
co 2
200/ "L� n9 SupP1X- 100 1 �Xii-
-i vI __.� Per Mechanical Code Section 1504.2 Tabl= M
�' t i Exhaust Up Plenym i - I nee j 6"Duct at 53 Ft exhaust air capacity is 20o f •
Q ' p I '`sn, i= , xisf y 8F Distant of exhaust duct is 25 ft with 3 elbo :=1•ft each),.._
- toner 6 I 2 ct FA-4np.1 �.i cPB 14 ®; l Total duct distant Is 40 ft V O
ucted 10�'1 ! 10 =ws ng Lam ti
uctlesse i j f -' ! ..=s�1 I `'l 1700 cfm IIr 10 i eD co
.1 _ —J \1 (12 High ®-� I'�
j '7--- ,.:1 4-YAM2 l Wall x RAv <F-
1 8 4 $ I tine l �.--
1 Side Wall
�I 18 1 �� Returnfil
\ I 10 1I iv....‘, �c ,p 8 100 121c10 20x08
�
i
20C ' 14x10 � w 1zx1z �, >' �I,. �^
14x10
`- supply $• ✓ � �,./. =bog
o, i 14x10 30a' . �Or��1
i 200 Ductless �/j ��
1 rulucE= Rem��`@t—@,-, GHEc cuT 8,061#10� Legend
ti ,A duct &g
I T - �'� SIZE( )X i
I I cap I�} --LI ` s , : I r= Supply
V\ Existing CABBY /
- nl supply I±mA; '.�., cfm
�Cz Plenum '• Existin -
9
.-.--$ �6x ' .� 80,a la ( t Supply Plenum duct
I ,PLI
1zx10 \`� �2�I�/� size()� Floor Register
—
VESTISVLE / 14x10 cfm
/ tme] •��� 20 ;'S0� 'Cap exsting
fl egister size
y\ duct
. 10 1 size(')
Return
.. soffit .0 tato / { duct
NO EXCEPTIONS NOTED [- REJECTED size(�I)
cfm
[l Side Wall Register
3 10 " MAKE CORRECTIONS NOTED[l REVISE AND RESUBMIT[l
t o-�� '�• ! . Existing
THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN
t. _ r� NOT EPT CLEARLY
ANY DEVIATION CONTRROM ACTOR
SPECIFICATIONS i-- Air Balancing Damper
t I l - Floor HVAC l'\/,'�' N0T CLEARLY NOTED BY THE COMRACTOR H45 NOT BEEN
Existing li W REVIEWED.REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF
ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE
SCALE:1/P•1'-0• CONTRACTOR OF CONTRACTUAL RESPONSIBILRY FOR ANY ERROR
�i _ OR DEVIATION FROM CONTRACT DOCUMENTS. Exhaust Fan
�.., QDA cfm .r. Broan AEBD $° M2,®
JAI iyl -/YL{�I COMMERCIAL IPORTLAW.DESIGN t�
1 ""^ «. PORTIACIDOREGON
` --'ri r - REVIEWED 11/12/2021,BY cu lisg
Cl) 7 Day Programmable Ductwork
Thermostat Layout
to
WM-it-won aloof'
Mi&1Hing thf Weight of 191
boo nfltt ookingoirreg NN
unit attriehlaent to h®
�/�
e hided by 1nf chanieat
io,rtor.
tO
i 12'-5 3/4" illi
Total Gas Line Distance is 70 ft 0
Table E C402.4(3)
r
ll
2# tw Gas 70 ft capacity is 1,150 KBTU's i
Roof blocking Our usage capacity is m
Payne/Carrier ever 10' 40 KBTU's+160 KBTU's or CO N O.a i
PY4Gae36 200 KBTU's
10 ft 3 ton gas/AC_
f �10 ft / 40 KBTU's _
CA
j ,
3/4" ' ' ,
_ ___ ! 4"Bathroom , 1 ,
..
_......
Exhaust
—9-41/4" Existing
Connect to existing
II—5.-4 1]4• 3/4"gas line 2#Gas Meter
ass-
Existin
Carrier g Carrier i 2
Ductless Gas/AC
38MAQ
6
O 48TC
Outdoor Unit ., Bathroom 10 ton 3 O
co
Exhaust
I
LLN.
N a CD co
Z:i,
1 1
,.., , ,, ._.
/ ERE.: I g
/ IttrA% %/
Wail —
REFRIGERANT PIPING THROUGH ROOF DETAIL
HVAC Roof 1N NO EXCEPTIONS NOTED [] REJECTED []
I SCALE:va•=r-v MAKE CORRECTIONS NOTED[1c] REVISE AND RESUBMIT[] M3.0
LTHIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN
CONCEPT ONLY.ANY DEVIATION FROM PLANS OR SPECIFICATIONS
NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN
REVIEWED.REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF
ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE
CONTRACTOR OF CONTRACTUAL RESPONSIBILITY FOR ANY ERROR Roof
g OR DEVIATION FROM CONTRACT DOCUMENTS. 0 Layout
-
CIDA
COMMERCIAL INDUSTRIAL DESIGN ARCHITECTURE
i j PORTLAND,OREGON
REVIEWED 11/12/2021,BY curtisg
FRAMING NOTES: �.��`p;'yzr,
ti ,- ,y
36'-0• • SEE ARCHITECTURAL DRAWINGS FOR SIZE !!l���
T-i _ L 1 TT AND LOCATION OF OPENINGS. ?E( E''E® `�� O a/�
lNOV v S I,el 4+
ROOF PLAN KEYNOTES U21 r' o.,17
0 O1 EXISTING 2x12 FRAMING TO REMAIN �D��NDI^^®''/�� ''�J'ipf�(� m
® O EXISTING WOOD TRUSSED TO REMAIN DI
a
N O EXISTING CONCRETE CEIUNG
3 0
NOTCH AROUND NEW COLUMN LOCATION e o
a O EXISTING TJI JOIST TO REMAIN , N,,
O (E)CMU BUILDING TO REMAIN 2_ g O
• 4 .. f 1 U U L O O t' ¢ g
�\x/\ X\/ 6 (N)1401B MAX WEIGHT CONDENSER UNR 3 y U
PER 2/51.2 I
- - o4BLOCKINGUNDER EDGES OF I m L
1 - I O CURB NOT LOCATED OVER JOIST -
// (E)BEAM TO REMAIN —y� O INTERIOR Ti WALL TO UNDERSIDE OF o C m
Y7412
WCEILING--INSTALLNEWPOSTSINWALLUNDER ,// JOISTSSUPPORTINGNEWRTUPER4/512 _ $(E) 412 °,, I,� \ v, - a n �n m
I
Oj
/ /
nil
61
I ---I! 12\ /
NORTH
4 19 ROOF PLAN
i \/`-- -
SECTION A-q FULL DEPTH BLOCKING
BETWEEN JOISTS z
2x4 ACROSS BOTTOM OF JOISTS
SUPPORTING MECH UNIT--ATTACH (E)TJI JOISTS O
WITH (2) 10d AT EACH J01ST U lj
AND 8•O C TO BLOCKING w _
O V V
►_ _I _ ►N 0 LL. < 1
180 LB HEAT PUMP (N) MECH. UNIT �
1 5/8•SUPERSTRUT EA SIDE OF HEAT PUMP PER PLAN
ATTACH TO UNIT W/3/8.0 BOLTS >�
102:10111
IL
UNISTRUI'P1326 BRACKETS--ATTACH W/ I„ , N
6• W/(I)3/8'0 BOLT TO SUPERSTRIJT AND — ~
MAIL (2)/i Ox1 1/2•WOOD SCREW TO WOOD 16GAz6•CUP AT EA. SIDE OF UNIT CAULKING
A PLATFORM-USE WASH WHERE REQUIRED 4) /10x�•LONG TEK SCREWS NEW 4x4 POST UNDER
. PER CLIP AT BASE OF HVAC (2) 10d TOENAILS EACH JOIST--SHIM TIGHT
UNIT AND AT CURB EACH SIDE OF POST LIGHT CAGE STUD
2x12 EACH SIDE OF UNIT-- M .� WALL PER TI DRAWIN S
Irl_ �� NAIL CORNERS W/(3) i6d MIN. � ) ��� CUT TOP TRACK
A 1 '1 SIMPSON HGA1OK EACH SIDE OF CURB METAL AND AT NEW
TO SIDE
POSTS
I'I ITN PLATFORM SCREWSxEACHOSIDE OF 4z4
€ (8) SCREWS TOTAL MIN. •
��II II- ��- 11111
! imilliiim, .
i i11 I ti
4x4 BLOCK AT UNIT
PERIMETER WITH SIMPSON ADD STIFFENERS
AT HANGER LOCATIONS MECHANICAL PLAN
LUS44 FACE MOUNT
ROOF FRAMING PER PLAN HANGER EITHER ENDili II'
AND DETAILS r�
^�- 4x BLOCKING AT EDGES NOT SUPPORTED ON JOIST S 1.
2
(E) TJI JOISTS
SIMPSON ABU44Z WITH 1/2.0x3•
HEAT PUMP ATTACHMENT (\MECH UNIT AT CURB ATTACHMENT (1 NEW JOIST SUPPORTS TITEN-HD ANCHOR TO SLAB JOB N0.210085.01
3 St7 ,•= 1'-0• Arm cow PG...,Au RIGIDLSRPSERVED