Plans Elk
• BUILDING CODE SUMMARY 2019 OREGON STRUCTURAL SPECIALTY CODE CV : ;::::::::� RECEIVED CODE SUMMARY LEGEND
OCCUPANCY BUSINESS(B) ,
WALL RATINGS TO CONTINUE ABOVE f BELOWS E A
•
ALL DOORS,RECITES,ETC,
CONSTRUCTION TYPE TYPE VB,NON SPRINKLERED .J".,['
' :!• • '•• . SEASONAL SEATING,TYP OUTDOOR
CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS A{ '• ♦ JAN 2 5 ZOZZ + AREA NAME
�G \S NAME /COTTIIDMfARD>t ARCHITECTURE LLP,
PER TABLE 504.3,TABLE 504.4 HEIGHT!STORIES/AREA FACTOR BUSINESS:40 FT/2 STORY 9000 SF ACTUAL:15 FT/1 STORY12,770 SF O\F"O . ♦ (2)COVERED BICYCLE �7 OCCUPANCY(CH.3)
8 5062 'T 1I e ♦ PARKING SPACES PER L ITY OF TIGARD ® AREA(SF) ass E a�t,.+a.Street,Partied,OR G7'Z14
C1S70 OCCUPANT LOAD FACTOR/
CHAPTER 6: TYPES OF CONSTRUCTION/CONSTRUCTION CLASSIFICATION e • ♦ TABLE 18.410.3 NUMBER OF OCCUPANTS P�nR 228dE17 www.rip.tlom
'►JILDING DIVISION FUNCTION CH,{ 10)
TABLE 601 FIRE RESISTANCE RATING REQUIRMENTS FOR BUILDING ELEMENTS ♦ t ( ♦ ,,x,�t
♦ w OCCUPANT LOAD NOT ,(• k+D<7R0
BUILDING ELEMENT FIRE RATING' ♦ ;III( \ \s\. ♦ \ < * INCLUDED IN BUILDING '` 'l_,%((fie•'
PRIMARY STRUCTURAL FRAME 0 HOUR I i� " TOTALS •� ,j.
E BEARING WALLS ♦�l it"I; _' ♦♦
EXTERIOR 0 HOUR \ /t
INTERIOR 0 HOUR A.�: ♦ m -1�TM0"' EXIT ACCESS PATHNON BEARING WALLS AND PARTITIONS-EXTERIOR PERTABLE 602 � _ „p p,,c4c 2 \ ♦ INON BEARING WALLS AND PARTITIONS-INTERIOR 0 HOUR uxiorin'is,xoeossoz /Io10��"III y� 14966
N FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HOUR �% ` 1,I1 ❑A EXIT ACCESS DOOR +
'ol ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HOUR ♦\(� I DASHED OUTLINE OF OF
'UNLESS OTHERWISE REQUIRED BY THIS CODE ♦I \` CANOPY OVERHEAD,TYP vl•
V. MULTI-PURPOSE FIRE
tut
F� ♦ ` PROPERTY LINE,TYP
p IIIIIIIIL\� 5 r ��� FEC or FE EXTINGUISHER AND CABINET Digitally signed by Peter Grimm
EXISTING ACCESSIBLE (FEC)OR FIRE EXTINGUISHER Date:2021.10.0617:1321-ono'
2I TABLE 602 FIRE RESISTANCE RATING REQUIRMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE ♦ \., / /Al ROUTE.CONTRACTOR TO 0 (FE)ON BRACKET.TYPE K FIRE
m \V NOTCONFEXCEEDIRM O2%MAXSS P ES DO KETCHENIVERIFYSHER EEXACTD IN
o FIRE SEPARATION DISTANCE FIRE RATINGLOCAT♦♦• �J���'--'I
♦1/4 �' 2� -- 'WHEEL CHAIR USER6 WITH FIRE D DEPARTMENT.
ONS AND QUANTITY MIKE'S DRIVE-IN-
X<5' 1 HOUR \ -I ONLY'PARKING TIGARD
5'<=X<10' 1HOUR � - • ••- SIGNAGE PER ORS 447
O 10'c X<30' 0 HOUR
wl :„.„........,.....
X>=30' 0HOUR
,> EXISTING LANDSCAPING Job Number. 21023
NAN ACCESSIBLE-
PARKING SIGNAGE PER
CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES , ORS 11634 SW PACIFIC HIGHWAY
U '•'--Q''•'' AL-,..:.:.:.:.:.:.:.:.1 DENOTES MINIMUM REDD MEANS
•1 OF EGRESS WIDTH WITH TIGARD,OR 97223
= TABLE 705.2 MINIMUM DISTANCE OF PROJECTION 40'MIN DISTANCE FROM LINE USED TO DETERMINE FSD - / '•• •, EXISTING PARKING STRIPING
F j •••.: _ m ILLUMINATION OF NOT LESS THAN
C • % �' CONFIGURATION TYP,NO SURFACE CANDLE AT WALKING
TABLE 705.8 MAXIMUM AREA OF WALL OPENINGS BASED ON FSD AND OPENING PROTECTION • •-I LEVEL
J UNPROTECTED,NON-SPRINKLERED PROTECTED • % I CHANGE TO PARKING
j ', I CONFIGURATION PROPOSED.
LT OTO LESS THAN 3' NOT ALLOWED NOT ALLOWED •:
3 TO LESS THAWS NOT ALLOWED 15% •
- Lib'::' :::':J OFFICE COP
5 TO LESS THAN 10' 10% 25%
10 TO LESS THAN 15' 15% 45%
15 TO LESS THAN 20' 25% 75%
20 TO LESS THAN 25 45% NO Limn
-
25 TO LESS THAN 30' 70% NO LIMITIT B
I '
30'OR GREATER NO LIM NO LIMIT
LIFE SAFETY OCCUPANT LOAD SCHEDULE
CHAPTER 8: INTERIOR FINISHES \\ TABLE 1004.1.2
•: ' \• FUNCTION OF OCCUPANT LOAD
TABLE 803.13 INTERIOR WALL AND CEIUNG FNIISH REQUIREMENTS(FLAME SPREAD RATING) • ( :2 AREA NAME AREA(SF) SPACE FACTOR OCCUPANT LOAD
:, :;,. FIRST FLOOR
ROOMS AND ENCLOSED SPACES C DINING 619 SF ASSEMBLY 15 42
•
KITCHEN 1018 SF KITCHEN 200 6
OFFICE 173 SF BUSINESS 150 2
•
CHAPTER 9: FIRE PROTECTION SYSTEMS sa
••
.....
NON SPRINKLERED •
EXISTING TRASH
•':•C •'•-•' LOCATION,NO
CHAPTER 10: MEANS OF EGRESS •
I / L'''•:"""''• CHANGE PROPOSED,
•
EXIT ACCESS TRAVEL DISTANCE
•
SECTION 1004 OCCUPANT LOAD(OL) REFERENCE OCCUPANT LOAD TABLE "•'•'•' EGRESS PATH NAME EGRESS PATH LENGTH
TABLE 7006.2.1 MAX OCCUPANT LOAD FOR ONE EXIT 49 Occupants •
,war PREFAB STORAGE EGRESS PATH A 72'-5'
MAX COMMON PATH OF EGRESS TRAVEL 75 FT : EGRESS PATH B 56'-2'
-•''••- •• - SHED TO BE USED FOR
:'''''''' LANDSCAPING TOOLS
TABLE 10172 EXIT ACCESS TRAVEL DISTANCE 200 AND MATERIALS
CHA
PTER 11: ACCESSIBILITY _
APPLICABLE CODES O' REQUIRED T DOOR SUMMARY
ED CLEAR 35' CLEAR WIDTH
-0'
ANSI ICC A117.1-2009 MIN FROM ALL STREET PROPERTY LINES PER TIGARD MUNICIPAL CODE TABLE 18.660.3 EXIT# OCCUPANT LOAD WIDTH DOOR WIDTH PROVIDED
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN NORTH A 43 32' 36' 32'
O FIRST FLOOR LIFE SAFETY SITE PLANOD
B 6 32' 36' 32'
CHAPTER 13: ENERGY EFFICIENCY 2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) 1"=20'-0' C 2 32" 36' 32"
CLIMATE ZONE 4C OFFICE DINING KITCHEN
OPAQUE ELEMENTS xl x 173 SF SIB SF 10185E REQUIRED PROVIDEDy��/
ASSEMBLY MAX I MIN,R-VALUE * '' z LIMINESS 2 15142 �2001 6
ROOFS x x JBMSBIESS ASSEMBLY INIiCHEN
INSULATION ENTIRELY ABOVE U-0.032 R-30 ci N/A ' x x x rI
DECK , {, x
ATTIC AND OTHER z x f x x Cl O - _
U-0.021 RJl9 N/A
WALLS(ABOVE GRADE) x x x z r
MASS U-0.704 R 9.5 ci N/A ..x I • -
x jff
I -I- 1TIk'",tL' •1 ',(: � - - cry y(O'P CARD
WOOD-FRAMED/OTHER U-0,069 R 13 a R-3,8 u or R-20 R-20 x „ x xI • I io��.{, i Y+ _
Y 0 SLAB-ON-GRADE FLOORS • we•e•.• ••-••s I '! I _
3 LU UNHEATED F-0,730 NR N/A k� 2 -_. !' - 1 '� 0�4.• 1 COMMAIsICIt
O N OPAQUE DOORS _ : ir• q,l CLR FEC 1 '3 + P� QDB`
O NI NN. /
LIJ W NON-SWINGING U-0,3G 70 N/A •:i•• ,I I_ i M-�.:. _ ®�g• . I I -
=I-CI~ a L L ( 1IIr, VTQ ( I
rn I-I FENESTRATION REQUIRED PROVIDED --I 'i:i r{ L, :••••••
03 U iw MAX U I MAX SHGC I MIN VTI/SHGC MAX U I MAX SHGC I MIN VTUSHGC I •• 1 1 SY`-`"'I- I I 1111W -
a J VERTICAL 40%OF WALL ALLOWED) _. _ _ _
Z a-W NONMETAL FRAMING N/A - • - •' ••- I PERMIT SET 10.04.21
:. .. �,..•... ,I Perna#1 ,C .off �C).
0.36 0.36 1.10 :•:':'J•d:<:'•••':':•i•'••:�i•.p�d•4•.•.•i•e<iL•i..V •c i
❑F- METAL FRAMING,FIXED 1,1 •••-d�❖X•.�-A
03 O METAL FRAMING,OPERABLE 0.45 0.33 1.10 � _ -- '7 � ISSUEDATE
METAL FRAMING,ENTRANCE DR 0,63 0.33 1,10 _. p$11 +.,,.,. �,�- -, 'I
W
H. �-ytliWp Address* I � � Lt � Drawing:
to E103 2 2 ADDITIONS,ALTERATIONS,RENOVATIONS OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTON THEREOF SHALL -- --------- pd�y��••-e J•••<••J••.. TYP K
WQ2 CONFORM DPORT PROVISIONS OF THIS CODE AS THEY RELATE TO ENERGY PROVISIONS OF NEW CONSTRUCTION WDHOUTREQUIRING
sit _• CODE SUMMARY
BUl
•o.
_ UNALTERED PORTION(S)OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY x J d. t - �° e; \
WU // yt ^
Z CI=CONTINUOUS INSULATION x '•'•"d•'�'•''' 11
W FC-FILLED CAVITY •-•❖••ilig
9
,
NR NO REQUIREMENT *z ,'<<•+•--S•is-SAS 1 �_.. , '• � 'i I �tL�7/ I ��1
I-D: NA-NOT APPLICABLE "'{(r L \/ -
Q3s=i CHAPTER 29: PLUMBING FIXTURES *"' x -.N.N\, j
0 OCCUPANTS PWMBINGFIXTURE ER CLOSETS LAVATORIES DRINKING SERVICE MARY
x _-` \\
W W O OCCUPANCY(CHAPTER 3) TOTAL MALE FEMALE MALE FEMALE MALE FEMALE FOUNTAINS SINKS \` Sheet No:
W FX ASSEMBLY 50 25 25 .33 .33 .125 .125 0 0 ------"----------- N. v
XI-
PROJECT G 1 .01
NORTH
REQUIRED 1 1 1 1 0 1 FIRST FLOOR LIFE SAFETY PLAN AI II
PROVIDED 1 1 1 1 0 1 O 1/8"=i'-0" „
Y- V - Y" Yr I
SCOPE OOIK TRIX PROJECT TEAM PROJECT SUMMARY SHEET INDEX
•
ON CTO -NOTE:S=SUPPLIED,N INSTALLED OWNER MIKE'S DRIVE-IN RESTAURANTS SHEET# SHEET NAME
OWNER R KITCHEN
3961 BARRETT DRIVE PROJECT DESCRIPTION: 2,060 SF TENANT IMPROVEMENT WITHIN AN EXISTING SINGLE STORY
ITEM S I I S I I S I I REMARKS HOOD RIVER,OR 97031 BUILDING.WORK INCLUDES NEW RESTAURANT SPACE WITH
CABINETS&MILLWORK TEL:312.282.5452 KITCHEN,DINING,RESTROOM AND OFFICE. GENERAL S 1 E A
BANQUETTE BUTT-IN SEATING X X CONTACT:JASON TAYLOR
EMAIL:REALISRIGHT(9GMAIL.COMG0.01 GENERAL PROJECT INFORMATION
SODA BASE CABINETS X X EXTERIOR MODIFICATIONS INCLUDE NEW EXTERIOR STOREFRONT
TRANSACTION COUNTER X X SYSTEM,NEW WALK-UP WINDOW SYSTEM,NEW FREESTANDING G1.01 CODE SUMMARY SCOTT IEDWARD.ARCHITECTURE LLP.
CANOPY STRUCTURE,LIGHTING,AND NEW EXTERIOR FINISHES. 2�E Burnside Store,Portland,OR 97214
TRASH RECEPTICLES X X BUYOUT REM TO BE PURCHASED AND INSTALLED BY GC, ARCHITECT SCOTT EDWARDS ARCHITECTS,LLP
COORDINATE WITH WALL SURROUND 2525 E.BURNSIDE STREET BUILDING AREA:2,060 SF ARCHITECTURAL hone
PORTLAND,OREGON 97214 p (60�22E-3617 www.rtllp.00m
DOORS AND HARDWARE TEL:503226.3617 PROJECT ADDRESS: 11634 SW PACIFIC HIGHWAY A0.01 ARCHITECTURAL GENERAL NOTES AND DIAGRAMS
CONTACT:SARA RUZOMBERKA TIGARD,OR 97223 A0.02 ARCHITECTURAL SPECIIFATIONS
DOORS AND HARDWARE X X REFER TO DOOR SCHEDULE FOR UNIQUE CONDITIONS EMAIL SRUZOMBERKA4SEALLP.COM
FINAL KEYING X X TAX MAP: 1S136D802502 A0.03 ARCHITECTURAL SPECIFICATIONS
EXTERIOR A0.20 ASSEMBLIES I
STRUCTURAL VLMK ENGINEERING•DESIGN J,
m ACCESSIBILITY PARKING SIGNAGE X X ENGINEER 3933SKELLYAVENUE ZONING: C-G-GENERALCOMMERCIAL A1.01 SITE PLAN EIEH RIMM
CONC PARKING STOPS X X PORTLAND,OR 97239 F"]
a1 FENCING X X TEL 971.254.13278 AD.01 FIRST FLOOR DEMOLITION PLAN
mOUTDOOR FURNITURE x X CONTACT:KEVIN KAPLAN A2.11 FIRST FLOOR PLAN •
STORAGE SHED X X EMAIL:KEVINK�VLMK.COM A2.21 ROOF PLAN t , D'��� •
N UPDATED STRIPING FOR ACCESSIBILITY X X SEPARATE PERMITS AND DEFERRED SUBMITTAL A2.31 FIRST FLOOR REFLECTED CEILING PLAN �Y,�LICENSE'4 966 �'I
vl FINISHES KITCHEN ROSE'S EQUIPMENT&SUPPLY A3.01 EXTERIOR ELEVATIONS
rp EQUIPMENT 207SE CLAY ST BIDDER DESIGN ITEMS �FOR�
TILE X X I CONFIRM QUANTITY OF TILE WITH OWNER CONSULTANT PORTLAND,OR 97214 - A7.O1 EXTERIOR DETAILS
H UCRETE FLOORING X X TEL 503.233.7450 A3.01 INTERIOR ELEVATIONS Digitally signed by Peter Gdmm
El WAINSCOT&RUNNING TRIM X X CONTACT:LIBBY DAVIDSON,MB HANSEN CONTRACTOR SHALL PROVIDE DESIGN,ENGINEERING,FURNISHING AND INSTALLATION OFA Date:2021.10,1411:5229-0T00'
EMAIL:LIBBY@ROSESEQUIPMENT.COM, COMPLETE,FUNCTIONING SYSTEM(S)BASED ON THE SCHEMATIC LAYOUT SHOWN ON THE A9.01 TYPICAL LIGHT GAGE METAL FRAMING DETAILS
i WINDOW FILMS X X LOCATION AND EXTENT OF FILM TO BE COORDINATED WITH OWNER MB@ROSESEQUIPMENT.COM ARCHITECTURAL DRAWINGS,DESCRIBED HEREIN AND IN COMPLIANCE WITH PREVAILING
M AND OWNERS GRAPHIC CONSULTANT A9.02 TYPICAL LIGHT GAGE METAL FRAMING DETAILS
N CODE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL ORDERING OF ALL DEVICES
AND FIXTURES TO ENSURE PROPER OPTIONS,ACCESSORIES AND CONFIGURATIONS. I
FOOD SERVICE EQUIP CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS REQUIRED FOR A9.O3 TYPICAL CEILING DETAILS MIKE'S DRIVE-IN-
T.,
pALUMINUM CORNER GUARDS/END CAPS X X REFER TO PLANS FOR LOCATIONS. GENERAL PROJECT NOTES SUBMISSION TO,AND APPROVAL OF ARCHITECT,OWNER,AND GOVERNING BUILDING A9.11 INTERIOR DETAILS
ANCHORING FOR WALK-IN COOLER X X DEPARTMENT. A10.O1 DOOR SCHEDULE AND STOREFRONT ELEVATIONS TIGARD
-1I EXHAUST FANS(COOKING EQUIPMENT) X X RESTROOM EXHAUST OR OTHER CODE REQUIRED BY GC REFER TO OWNER-CONTRACTOR AGREEMENT FOR GENERAL CONDITIONS.WHERE UPON COMPLETION OF REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD,THE A10.21 FIRST FLOOR FINISH PLAN AND LEGEND
y- FIRE SUPPRESSION GAS SHUT OFF VALVE X X INDIVIDUAL SHUT OFF VALVES BY GC.SEE KEC DRAWINGS FOR THERE IS A CONFLICT BETWEEN THE CONTRACT AND NOTES HEREIN,THE CONTRACT CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING DOCUMENTS TO PERMIT AGENCY FOR Job Number: 21023
12 LOCATION. TAKES PRECEDENCE. PLANS REVIEW AND PAYING ANY PLANS CHECK AND PERMIT FEES.
▪ FIRE WRAP X X STRUCTURAL 11634 SW PACIFIC HIGHWAY
O FOOD SERVICE EQUIPMENT X X
S FOOD SERVICE SINKS AND FAUCETS X X 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FULL SET OF CONSTRUCTION SEPARATE PERMITS: SO.0 STRUCTURAL NOTES TIGARD,OR 97223
f GREASE DUCTS X X DOCUMENTS,INCLUDING BUT NOT LIMITED TO DRAWINGS,SPECIFICATIONS,AND SO.1 SPECIAL INSPECTIONS
Q ADDENDA 1. SIGNAGE PERMIT(BY GC SIGNAGE VENDER) $1.O STRUCTURAL PLANS
B, HEAT LAMPS X X 2. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO
W HOOD FAN X X ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING DEFERRED SUBMITTALS:
-J HOOD FIRE SUPPRESSION SYSTEM X X THOSE FURNISHED BY SUBCONTRACTORS. S2.0 STRUCTURAL ELEVATIONS
LL MAKE-UP AIR X X 3. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS:DO NOT SCALE DRAWINGS TO S3.0 STRUCTURAL DETAILS
DETERMINE ANY LOCATIONS.THE ARCHITECT SHALL BE NOTIFIED OF ANY 1. MECHANICAL
SST CORNER GUARDS,END CAPS& X X REFER TO PLANS FOR LOCATIONS. 2. ELECTRICAL/LIGHTING S3.1 STRUCTURAL DETAILS
CLOSURE PANELS DISC4. GENERAL CONTRACEPANCY PRIOR TO CONTINUING WITH WORK.
TOR SHALL KEEP THE CONSTRUCTION SITE IN A BROOM CLEAN 3. PLUMBING
SST COUNTERTOPS X X CONDITION AT ALL TIMES DURING THE PROJECT.
SST WALL FLASHING,&SHELVING X X 5. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS,INCONSISTENCIES BIDDER DESIGN KITCHEN EQUIPMENT
TYPE I&II COMMERCIAL HOODS X X STRUCTURAL MOUNTING&FINAL CONNECTIONS BY CONTR OR OMISSIONS HE OR SHE MAY DISCOVER.BRING UNFORESEEN CONDITIONS TO K-1 KITCHEN EQUIPMENT PLAN
WALK IN COMPRESSORS X X GC TO COORDINATE ELECTRICAL COMPONENTS WITH OWNERS ATTENTION OF ARCHITECT UPON DISCOVERY AT ANY POINT.THE MEANS OF 1. MECHANICAL
VENDOR. CORRECTING ANY ERROR OR UNFORESEEN CONDITION SHALL FIRST BE APPROVED BY 2. ELECTRICAL K-2 FOOD SERVICE MECH/PLUMB PLAN&DETAILS
WALK-IN COOLERS&EQUIPMENT X X GC TO COORDINATE WITH OWNERS VENDOR THE ARCHITECT. 3. PLUMBING
6. ALL REQUIRED CRY AND/OR COUNTY LICENSE SHALL BE ACQUIRED AND PAID FOR BY 4. WATER HEATER SEISMIC K-3 FOOD SERVICE ELECTRICAL PLAN&DETAILS
WALL OR CEILING SYSTEMS FOR X X COORDINATE WITH KITCHEN PLANS. THE INDIVIDUAL TRADE. 5. WALK-IN COOLER ANCHORAGE
SUSPENDED EQUIP 7. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE 6. STOREFRONT SYSTEMS
WITH THE DESIGN CONCEPT OF THE PROJECT.THE ARCHITECTS REVIEW OF A 7. FIRE ALARM
GENERAL REQUIREMENTS SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM 8. LOW VOLTAGE DESIGN(COORDINATE W/OWNER FOR FINAL SCOPE)
GENERAL CONDITIONS X X FUNCTIONS. 9. LIGHTING DESIGN
PERMITS AND FEES X X ALL PERMITS AND FEES PAID BY OWNER ALL TRADE PERMITS BY 8. FT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL 10.HANGERS AND SUPPORT FOR HVAC
GC. EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM 11.VIBRATION AND SEISMIC CONTROLS FOR HVAC
DAMAGE.THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR 12 LATERAL BRACING AND ANCHORAGE OF MECHANICAL AND ELECTRICAL EQUIPMENT
INTERIOR FURNISHINGS REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN WEIGHING MORE THAN 75 LBS(EXCEPTIONS PER ASCE 7,SECTION 13.1.4)
CONJUNCTION WITH THE EXECUTION OF THE WORK. 13.OUTDOOR STORAGE SHED
ARTVORK X X CONTRACTOR TO PROVIDE BLOCKING/BACKING AT LOCATIONS14.TRASH SCREENING REFRESH
9. CITY APPROVED S. PLANSECO SHALL BE KEPT L A SECURE SIBL E AND SHALL NOT BE USED
_ SHOWN. BY WORKERS.THECONTRACTORSHALL BE RESPONSIBLE THAT ALL 15.BUILDING AND FREESTANDING SIGNAGE AND GRAPHICS(DESIGN INTENT AS SHOWN)
CHAIRS&STOOLS X X SUBCONTRACTORS'CONSTRUCTION SETS REFLECT THE SAME INFORMATION.THE 16.EXTERIOR SUSP CEILING
LOCKERS X X CONTRACTOR SHALL ALSO MAINTAIN,IN GOOD CONDITION,ONE COMPLETE SET OF
OFFICE FURNITURE X X GC TO COORDINATE POWER LOCATIONS WITH OWNER STAMPED CITY APPROVED PLANS WITH ALL REVISIONS,ADDENDUMS,AND CHANGE
TABLE BASES X X ORDERS ON THE PREMISES AT ALL TIMES.THESE ARE TO BE UNDER THE CARE OF THE SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT LISTED HERE AND ADDITIONAL
TABLE TOPS X X JOB SUPERINTENDENT AND MUST BE MADE AVAILABLE TO BUILDING AND FIRE BIDDER DESIGN ITEMS.
INSPECTIONS FOR REFERENCE DURING CONSTRUCTION.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE
LIGHTING SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION.
DIMMING AND CONTROL SYSTEMS X X 11.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE
EXTERIOR LIGHTING X X BIDDER DESIGNED LIGHTING TO BE APPROVED BY OWNER AND SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. ALLOWANCES
ARCHITECT 12.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND
GENERAL LIGHT FIXTURES&LAMPS X X BIDDER DESIGNED LIGHTING TO BE APPROVED BY OWNER AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONSTRUCTION.
13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY CONTRACTOR SHALL PROVIDE ALLOWANCES FOR THE FOLLOWING.FINAL DESIGN AND
ARCHITECT FAULTY,IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL SCOPE TO BE CONFIRMED AND AGREED UPON BY OWNER AND ARCHITECT PRIOR TO
LIGHTING FOR INTERIOR SIGNAGE X X APPEAR WITHIN ONE(1)YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE CONSTRUCTION.
WORK UNDER THIS CONTRACT.
LOW VOLTAGE SYSTEMS 14.CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL 1. RECLADDING TRASH ENCLOSURE,REF A1.01
CONDUIT FOR ALL LOW VOLTAGE X X GC TO COORDINATE W/OWNERS VENDOR PRIOR TO CONDUIT WALL MOUNTED SHELVES,EQUIPMENT,ACCESSORIES,CABINETS,ETC. 2. NEW 144SF STORAGE SHED,EF A1.01
INSTALL. 15.CONTRACTOR TO PROTECT ALL TREES AND ROOTS DURING CONSTRUCTION.
KITCHEN SCREENS(1075 SYSTEM) X X FINAL LOCATIONS TO BE CONFIRMED ON SITE,GC TO COORDINATE. 18.GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF STAGING AREA AND TO
ENSURE THAT MATERIALS DELIVERY AND STORAGE DOES NOT INTERFERE WITH DAILY
PHONE SYSTEM X X FINAL LOCATIONS TO BE CONFIRMED ON SITE,GC TO COORDINATE. OPERATION OF ADJACENT PROPERTIES OR PUBLIC RIGHT OF WAY.
POS X X FINAL LOCATIONS TO BE CONFIRMED ON SITE,GC TO COORDINATE. 17.GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION STAKING. ALTERNATE
SATELLITE OR CABLE TV SYSTEM X X HIGH VOLT DAG,LV CONDUIT&BOX BY GC.
SECURITY ALARM X X CONTRACTOR TO COORD.W/OWNER'S VENDOR.FINAL LOCATIONS 1. RETAIN STONE VENEER AND PAINT
TO BE CONFIRMED ON SITE
SECURITY CAMERAS X X CONTRACTOR TO COORD.W/OWNER'S VENDOR.FINAL LOCATIONS
TO BE CONFIRMED ON SITE W/OWNER
SPEAKERS,MUSIC AND PA SYSTEM X X HIGH VOLT,LV CONDUIT&BOX BY GC.FINAL LOCATIONS TO BE
CONFIRMED ON SITE WITH OWNER'S VENDOR.GC TO COORDINATE.
MECHANICAL
DUCTWORK&VENTS X X REFER TO PLANS FOR LOCATIONS.
EXHAUST SYSTEM&ROUTING X X
FINAL ROOF TOP EQUIPMENT AND X X - I
O PALCEMENT ACCESSIBILITY UPGRADES PER ORS 447.241 VICINITY MAP
Q y PLUMBING
O FLOOR DRAINS&FLOOR SINKS X X PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS. j
Ix F- GAS METER •GC TO CONNECT TO EXISTING. ALL NEW OR ALTERED CONSTRUCTION WILL BE ACCESSIBLE. ¢
0 w GREASE'TRAP
X X GC TO COORDINATE FINAL LOCATION WITH OWNER I ACCESSIBLE I UPGRADE PER ORS I VALUATION
to LuLAVATORIES&FAUCETS AT RESTROOMS X X REUSE EXISTINGit
MOP SINK x X
-1 et V WATER HEATER PARKING YES UPGRADED PARKING $1,500 J 1 BID SET 10.13.21
:-./2' X X SIGNAGE AT EXISTING
Z W WCS X X REUSE EXISTING ACCESSIBLE WHEEL CHAIR _apd PERMIT SET 10.04.21
p I. SPECIAL BUILDING SYSTEMS AND VAN PARKING SPACES = Y'
ACCESSIBLE ENTRANCE YES W U. _ 1- t��
FIRE ALARM SYSTEMS X X ACCESSIBLE ROUTE TO YES r � ISSUE DATE
z I- HVAC CONTROLS X X ALTERED AREA _ `.�eP DraWID
Q'Z LU SPECIALTIES AT LEAST ONE YES RELOCATION OF EXISTING $1,000 y 9t
O r Z X X GC TO PROVIDE BACKING/BLOCKING. ACCESSIBLE RESTROOM SINKCCESBBLE ACCOMMODATE
GENERAL PROJECT
I-0 O CORNER GUARDS(FRONT OF HOUSE) X X •
REFER TO KITCHEN FOR BOH CORNER GUARDS.TO DRAWINGS CLEARANCE
WZZ EXTERIOR SIGNAGE,WALL MOUNTED AND X X GC/VENDOR TO PROVIDE ELECTRICAL CONNECTION FOR EXTERIOR ACCESSIBLE DRINKING N/A ; INFORMATION
lU FREESTANDING FOUNTAIN ¢ ¢
F~ SIGNS.VENDOR TO APPLY FOR SIGN PERMIT
yF-it-F FIRE�XTNGUISHERS X X ACCESSIBLE TELEPHONE YES li- S
0 W INTERIOR SIGNAGE X X COORDINATE FINAL LOCATIONS WITH OWNER r
Z F'W INTERIOR WALL GRAPHICS X X INCLUDES PAINTED&VINYL GRAPHICS.
3
0 U= RESTROOM ACCESSORIES X X 'SEE SCHEDULE ON A8.07&VERIFY W/OWNER.
at F SIGNAGE(CODE REQUIRED) X X
Q Sheet No:
H F-x SODA CHASES SLEEVES X X IU F- CONTRACTOR TO COORDINATE RUNS&VERIFY WITH OWNER'S NORTH /,/I��'
VENDOR PRIOR TO INSTALL ATLANTA STREET g&YLOR STREET v 0 M 0 1
�O 3 SODA SYSTEM X X CONTRACTOR TO PROVIDE OVERHEAD&IN-WALL CHASE,COORD.
W/OWNERS VENDOR
' GENERAL SHEET NOTES
A. ALL FINISHED CEILING HEIGHTS ARE FROM TOPS1E A
CONCRETE SUBFLOOR.
•
B. CEILING GRIDS ARE TO BE CENTERED IN ROOMS
AS SHOWN OR LOCATED PER INDICATED
DIMENSIONS. AVOID LAYOUTS THAT RESULT IN
•
CEILING TILES LESS THAN ONE HALF OF FULL TILE SCOTTIEDWARDS ARCHITECTURE LLP,
WIDTH.
C. CEILING MOUNTED DEVICES TO BE CENTERED IN 2525E Burnside Streit,Portlnld,OR 97214
CEILING GRIDS AND ALIGNED WITH OTHER
DEVICES. plums03Q3)2'23.5817 waw.eiVp,Oom
' D. CENTER LIGHTS IN ROOMS OR SPACES UNLESS
DIMENSIONED OTHERWISE.
O O E E. SEE MECHANICAL DRAWINGS FOR DIFFUSER �.,T
, 6. TYPES.CENTER INMECH.,ROOM RS,OR GRILLESPACE. AND ` -D AA...-
C ACCESS PANELS IN GRID,ROOM OR SPACE.ALIGN �, K�rIVY..�
_ WITH LIGHT FIXTURES WHERE APPLICABLE.
ACCESS PANEL LOCATIONS.PAINT MATCH TO
cr..____74:10,1.141t
E y 28-0 36'-6' , F. SEE MECHANICAL AND PLUMBING FOR REQUIRED
l l 1. ADJACENT CEILING COLOR.
N G. SEE SHEET A9.03 FOR TYPICAL SUSPENDED •
y CEILING GRID DETAILS. 1 •
o - H.
MATC EXISTING JACENT WALL OR CEILING COLLOR UIT TO �LC86E/4966
E I OF
IT LEGEND
0
2 /2' 6'/ EQ EQ / EQ / EQ / Digitally signed by Peter Grimm
Dale:ally signed Peter Grim 0'
cn •
- EXISTING GYPSUM BOARD
EQ Q PAINT P-2 UNLESS NOTED
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/, , OTHERWISE MIKE SDRIVE-IN-
y : TIGARD
'� O • >_ ----- • O Job Number. 21023
`-'., - • GYPSUM BOARD 34 SW PACIFIC HIGHWAY
U "' , \ ?�, PAINT P-2 UNLESS
116
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PENDANT
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/ ' / / / /< Q Q E C 4 / HEIGHT:6'-6'
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CC
O 1W f n FIXTURE.COORDINATE
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W O/-,
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SCONCE
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_i PROJECT
NORTH PERMIT SET 10.04.21
z o F O FIRST FLOOR REFLECTED CEILING PLAN \
114.=1-0.
Z m O ,. ISSUE DATE
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Drawing:
O>-Cl) KEYNOTES (07-02)
_.26 FIRST FLOOR
1-pZ 05-02 HSS FRAME W/WIRE MESH SCREEN MENU REFLECTED CEILING
QZz BOARD,POWDER COATED P-3.CONTRACTOR TO
U— COORDINATE MENU BOARD/DISPLAY
REQUIRMENTS WI OWNER'S VENDOR PLAN
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K 23-01 WALK-IN COOLER CEILING&LIGHTING PER MFR.
Z I—
SEE KITCHEN DRAWINGS
Q U w 23-02 KITCHEN HOOD,COORDINATE W/STRUCTURAL
y~ D KITCHEN DRAWINGS
O Q j 26-01 AN
K CENTER LIGHT FIXTURES OVER TRANSACTION
w COUNTER BELOW.
f/Wj== 26-02 COORDINATE LIGHT FIXURE PLACEMENT WRH Sheet No:
W~F- SODA MACHINE BELOW.
I--0
A2.31
I
LJ
NIB E }
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928 SODA MACHINE TO BE
SUPPLIED BY COCA COLA ;1 p28.1115 VACHINE
18.V I--- '
1 PH
18.3 AMPS I-,
UM®90•AFF !n
1 II i
Id
i r 1
I J X
E__,H39 WALK-IN FREEZER 01
'1) CONSENSOR:
I y 208.230 V
1 PH . .
32 AMPS
L _ _L _ J 811.1 DISH HOOD NW:LOC TBD BY INSTALLER
115V EVAPORATOR
1 PH 2O8-230 V
2.9 AMPS 1PH
1 oil AMPS
fY: TB BY N!>ji�.L NWLEF1 HhW:LOC TBD BY INSTALLER
Mt MEN HOOP: 1e��
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1208 1V ! I�4 a -- _. _
6.9 AMPS ' �'1 : . -- N
sEj _
.�. HAN:LOC TBD BY INSTALLER 'r:_. ..
D(HAUST FAN 82:
208V �L_ __ _-�.... _- 438 WALK-IN
' 0.9 AMPS -. .. _ ! CONDENSOR
208-230V
IVW:LOC TBD BY INSTALLER _ - 1PN
MUNSUPPLY FAN: -�_ P11 DISHWASH'R 15 AMPS
208 V 115 V - ' --- WW:LOC TBD BY INSTALLER
3 PH 1 PH EVAPORATOR
9.4 AMPS 20 AMPS -1 115V
' HIW:LOC TBD BY INSTALLER _-- HAW 1282•AFF
0 I T SLI • PIT WORKT•- 1 PH
-- 1 115 115V - 32 AMPS -
TEDS -M tPM� HAW:LOC TBO BY INSTALLER
tj V HEAT LAMP g.®ISI� ' N�
1 120 V �ti.•i.
p REF.GRIDDLE STANDS(2)- 40 AMPS 1 PH - 4--
115V - a24- 48.5 AMPS
PH ` Y
P PREP ___ NW:TBD INST I, I -
4.2 AMPS I
C/P II 24 AFF 1 I I of 115VWORKTOP REF. J 1 _
PS L 1 PH
24• - 2.46 AMPS
'VH 7 S CIP®24•AFr "'' 1 0% 8: 4�1,
11 .:�.' . W --
` F 1 V C4'ESGA TOP RE �1 ••••III y
4 PS
®PRE 24' O 1 PHAMPS '� '
• >6 FRYER I H -- I @ 24•AFF ..Sµ..PREP••• - 4C1 ICE CREAM C I':T
120V TABLE 120V
1PH AMPS R DRINK MIXER(2) 115V 823 •FT SERVE 1�
9 AMPS ®24' 120 V 1 PH MACHINES Q CONN 8 AMPS
GP®24•AFF 1 PH Z48 NAPS PER MACHINE) Gp®24•AFF
I 11 V PRE PBL Ilr IJ 51 AMPS WARMER c,6,2,666,pH V �/L
1:121111 ".'
CP®42AFF120V24 AMPS
( �• -g 4.2 AMPS
C/P®42 AFFH1YJ®57 AM068•AFF - I ICROWAVB Dt1I 120V �m0�Y30 REACH-IN FREEZE 1Gl115 /0 PS
1 PH _:�j:� 44 SODA MACHINE TO BE
7.5 AMPS 4�1- �- .fit- .1= SUPPLIED BY CCCA COLA
C/P�24'AFf 1I
_ 0.33 COFFEE RdEW R 029.1 ICE MACHINE0 CO
I 120V 115V r\I
1PH 1PH Z V V
11 AMPS 18 3 AMPS N
L_ _ _J CIP®42AFF HM!®60•AFF j
W U
O FOODSERVICE ELECTRICAL PLAN 0
CC
SCALE: 1/4" = 1'-0"
g 0
ELECTRICAL SCHEDULE Y CO Q -
ItemNo Quantity Category Voltage Phase Amps Cycle Hp Kw ConnectionType NEMA ElectricalConnectionHeight Electrical Remarks _ (3
3 2 Equipment Stand,Refrigerated Base 115 1 4.2 60 1/4 Cord&Plug T. 5-15P a 1-
5 1 Gas Fryer 120 1 9.0 60 Cord&Plug
6 3 Pizza Preparation Refrigerator 115 1 6.2 60 1/3 Cord&Plug 5-15P
7 2 Heated Shelf Food Warmer 120 1 4.2 60 .5 Cord&Plug
11 1 Dishwasher,Door Type 115 1 20 60 1-1/2 2.3 Direct
•
14 1 Mega Top Sandwich/Salad Preparation Refrigerator 115 1 2.46 60 1/5 Cord&Plug 5-15P
17 1 Refrigerated Work Top 115 1 2.46 60 1/5 Cord&Plug 5-15P Q(v`Q'(`
I 21 1 Ice Cream Dipping Cabinet 120 1 6.0 60 1/3 _ Cord&Plug 5-15P vvy
-. ! 22 1 Sandwich/Salad Preparation Refrigerator 115 1 2.46 60 1/5 Cord&Plug 5-15P -��!(•1l'�1,.»
23 2 Soft Serve Machine 208-230 1 24.0 60 (2)1-1/2 Direct Right f l/
2 208-230 1 28.0 60 Direct Left
24 2 Mixer,Drink/Bar 120 1 5.2 60 3/4 Cord&Plug SHEET NIUE
25 1 Microwave Oven 120 1 14 60 1 Cord&Plug _ 5-15P
28 1 Soda Ice&Beverage Dispenser 120 1 2.25 60 FOODSERVICE
28.1 1 Nugget Ice Maker 115 1 16.3 60 1 Direct ELECTRICAL
29 1 Soda Ice&Beverage Dispenser 120 1 2.25 60 PLAN & DETAILS
29.1 T. 1 Nugget Ice Maker 115 1 16.3 60 1 Direct -
30 1 Reach-In Freezer 115 1 7.5 60 3/4 Cord&Plug 5-15P 9wA r1: d1EG1 S.
32 1 Food Topping Warmer,Countertop 120 1 4.2 60 .5 Cord&Plug 5-15P L.DAVIDSON
SATE ARCH: _-
33 1 Coffee Brewer 120 1 11 60 1.37 Cord&Plug 5-15P 40CT2021
35 1 Refrigerated Work Top 115 1 2.46 60 1/5 Cord&Plug 5-15P
1/4"=1 LT
36 1 Heat Lamp 120 1 48.5 60 5.82 Direct
SHEET NUMBER
37 1 Food Slicer,Electric 115 1 2.5 60 1/2 Cord&Plug 5-15P
O FOODSERVICE ELECTRICAL SCHEDULE FI3
. ._.........„ ........„
.. ......_‘..„......,_
X I i S �'V i�� •
Portland General Electric Company
N. 11 i
/ ii.1.1!1.1::1,1!:.11.1
01/21/22 PGE
QV e r a ,L:6 CONTACT: Duston Shank
E= E C PHONE: 971-804-2445
CUSTOMER NAME: MDI Tigard LLC
ADDRESS: 11634 SW Pacific Hwy, Tigard, OR
1..1.i,Ii::...i.
SDPM/ENGR: Jim Krueger WR: M3144263
PHONE: 503 672 5464
3-PHASE SECONDARY LINE-LINE FAULT CURRENT (RMS) -,1.••;:"::•.1.0.
r
Csi CAN ,nCi"6f�
iiiiiii TRANSFORMER DATA PAD MOUNT? NO
XFMR Impedance (%): 1.5 % 3-PH SUBMERSI YES Ei I:
iliiiiii
TRANSFORMER SIZE: 225 KVA XFMR? NO -; ;
Secondary VOLTAGE (L to L): 208 v WYE OH BANK'? YES ;;s;i
ii:2E
EEI EEt.i.!i.1..1!.
VAULT--> VAULT ( or Pole --> Pole) SECONDARY
PANG ANeL.
Secondary Wire LENGTH: 0 Feet WIRE SIZE
!II:•:1.!1!:
Number of SECONDARY RUNS: 2 Run(s) of:
ria
Secondary WIRE Resistance R: 0.0180 Ohms/1000'
Secondary WIRE Reactance X: 0.0258 Ohms/1000'
VAULT ( or Pole) --> PANEL SECONDARY (or Svc Drop)
Service Wire LENGTH: 154 Feet WIRE SIZE
Number of Service RUNS: 2 Run(s)of: 4/0 QX fA -
Service WIRE Resistance R: 0.0820 Ohms/1000'
Service WIRE Reactance X: 0.0310 Ohms/1000'
MAXIMUM FAULT CURRENT*: 12,465 Amps
Maximum fault current based upon transformers/conductors sized for 100% of electrical panel rating.
Based on a panel size of: 400 Amps
To Print This Page: "Ctrl M"and choose "Print 3-Phase Data"
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