Upload
phungkien
View
215
Download
1
Embed Size (px)
Citation preview
29/C010-CODE
NAME OF PROJECT: MILWAUKIE, OREGON
STREET ADDRESS: 15600 SE MCLOUGHLIN BLVD, MILWAUKIE, OR 97267
PROPOSED USE: RETAIL
CODES: BUILDING CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC)MECHANICAL CODE: 2010 OREGON MECHANICAL SPECIALTY CODE (OMSC)PLUMBING CODE: 2008 OREGON PLUMBING SPECIALTY CODE (OPSC)ELECTRICAL CODE: 2008 OREGON ELECTRICAL SPECIALTY CODE (OESC)FIRE CODE: 2010 OREGON FIRE CODE (OFC)ACCESSIBILITY CODE: 2010 OREGON STRUCTURAL SPECIALTY CODE CH. 11 (OSSC)ENERGY CODE: 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)
MIXED OCCUPANCIES: THIS BUILDING HAS BEEN DESIGNED PER 2010 OSSC SECTION 508.1 FOR MIXED OCCUPANCY AND SECTION 508.3FOR NONSEPARATED USES.
PER SECTION 508.3 (NONSEPARATED USES) - FIRE SEPARATION IS NOT REQUIRED BETWEEN ALL OCCUPANCIESOF THE BUILDING EXCEPT AS REQUIRED BY OTHER PROVISIONS.
SECTION 303.1(2) A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES BY LESS THAN 50 PERSONS AND ACCESSORYTO ANOTHER OCCUPANCY SHALL BE INCLUDED AS PART OF THAT OCCUPANCY. THE COMBINED OCCUPANCY OF THEBREAKROOM AND TRAINING ROOM COMPLIES WITH THE ALLOWANCE AND IS THEREFORE CLASSIFIED AS MERCANTILE.
BUILDING OCCUPANCIES: M - MERCANTILE - WHOLESALE OR RETAIL STORE (MAIN USE) SECTION 309.1S1 - RECEIVING AND STOCKROOMS - STORAGE AREAS (MIXED USE) SECTION 311.2
BUILDING CODE SUMMARY
TYPE OF CONSTRUCTION: TYPE 3B PER SECTION 602.3 AND TABLES 601 AND 602 (2010 OSSC)
FIRE PROTECTION: HOURLY FIRE-RESISTANCE RATING REQUIREMENT PER TABLE 601 REQUIRED PROVIDEDSTRUCTURAL FRAME 0 HOURS 0 HOURSROOF CONSTRUCTION 0 HOURS 0 HOURSEXTERIOR BEARING WALLS 0 HOURS 0 HOURSEXTERIOR NONBEARING WALLS 0 HOURS 0 HOURSINTERIOR BEARING WALLS 0 HOURS 0 HOURSINTERIOR NONBEARING WALLS AND PARTITIONS 0 HOURS 0 HOURSFLOOR CONSTRUCTION 0 HOURS 0 HOURSSHAFT ENCLOSURES 0 HOURS 0 HOURS
NUMBER OF EXITS OR THIS BUILDING COMPLIES WITH TABLE 1015.1 (2010 OSSC)EXIT ACCESS DOORS REQUIRED: TWO (2) EXITS ARE REQUIRED WHEN THE FOLLOWING OCCUPANT LOADS ARE EXCEEDED:
FOR MERCANTILE OCCUPANCIES GREATER THAN 49, TWO (2) EXITS ARE REQUIRED.NOTE: MERCANTILE OCCUPANT LOAD IS OVER 1000, FOUR (4) EXITS PROVIDED PER TABLE 1019.1
EXIT ACCESS TRAVEL DISTANCE: 250' FOR M OCCUPANCY PER TABLE 1016.1250' FOR "M" OCCUPANCIES PER 2010 OFC (FIRE CODE) TABLE 1016.1 FOR SPRINKLERED BUILDINGS.NOTE: THE DISTANCE FROM ANYWHERE IN THE BUILDING TO AN EXIT DISCHARGE IS LESS THAN 250'.
COMMON PATH OF TRAVEL: 75' FOR M OCCUPANCY (MERCANTILE) PER 2010 OSSC SECTION 1014.3 FOR SPRINKLERED BUILDINGS100' FOR S OCCUPANCY (STORAGE) PER 2010 OSSC AND OFC SECTION 1014.3 EXCEPTION #2.
OCCUPANCY LOAD FACTORS: MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT PER 2010 OSSC TABLE 1004.1.1SALES (MERCANTILE - GRADE FLOOR AREAS) 30 (GROSS)STORAGE (MERCANTILE - STORAGE, STOCK, SHIPPING AREAS) 300 (GROSS)BREAK AND DINING ROOMS (ASSEMBLY WITHOUT FIXED SEATING) 15 (NET)TRAINING (EDUCATIONAL) 20 (GROSS)BAKERY AND MEAT PREP AREAS (COMMERCIAL KITCHEN) 200 (GROSS)OFFICE, PHARMACY, INVOICING AND MANAGEMENT (BUSINESS AREAS) 100 (GROSS)
ALLOWABLE AREA: THIS BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM AND IS SURROUNDED ONTWO SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3 (2010 OSSC),EXCEPT AT THE EAST AND SOUTH WALLS WHERE THERE IS LESS THAN 60 FEET SEPARATION.
OCCUPANCY LOAD CALCULATIONS: 2010 OREGON STATE STRUCTURAL SPECIALTY CODE REQUIRED EGRESS WIDTH CALCULATIONS:
OCCUPANCY LOAD = (SQUARE FOOTAGE) / (OCCUPANCY LOAD FACTOR) REQUIRED EGRESS WIDTH = (OCCUPANCY LOAD) x (EGRESS WIDTH FACTOR)OCCUPANCY LOAD FACTOR = REFER TO OCCUPANCY LOAD FACTOR TABLE EGRESS WIDTH FACTOR = 0.20 INCHES
AREA AREA (S.F.) OCCUPANCY LOAD WIDTH FACTOR REQUIRED WIDTH WIDTH PROVIDED DOORS NUMBERS AND SIZES
MAIN SALES AREA: 49,480 S.F. S.F./30 = 1650 OCCUPANTS x0.20 = 330" TOTAL = 550"INCLUDES:100-SALES, 103-WOMEN'S TOILET, 132" 100A 1(12'-0") HINGED SLIDERS104-MEN'S TOILET, 105-FAMILY TOILET, 132" 100B 1(12'-0") HINGED SLIDERS126-ALCOVE, 998-FIRE RISER, 111-CORRIDOR 66" 100C 2(3'-0") HINGED
66" 100D 2(3'-0") HINGED66" 111A 2(3'-0") HINGED
STORAGE:120-RECEIVING 5,417 S.F. S.F./300 = 19 OCCUPANTS x0.20 = 4" 66" 120A 2(3'-0") HINGED
33" 120B 1(3'-0") HINGED119-STOCKROOM 1,316 S.F. S.F./300 = 5 OCCUPANTS x0.20 = 1" 66" 119A 2(3'-0") HINGED
33" 119B 1(3'-0") HINGED121-ELECTRICAL 291 S.F. S.F./300 = 1 OCCUPANTS x0.20 = 1" 33" 121A 1(3'-0") HINGED
33" 121B 1(3'-0") HINGED122-MECHANICAL 173 S.F. S.F./300 = 1 OCCUPANTS x0.20 = 1" 33" 122A 1(3'-0") HINGED999-REFRIGERATION 481 S.F. S.F./300 = 2 OCCUPANTS x0.20 = 1" 66" 122A 2(3'-0") HINGED
ANCILLARY:101-CUSTOMER SERVICE 221 S.F. S.F./100 = 3 OCCUPANTS x0.20 = 1" 38" 101A 1(3'-6") HINGED102-CASH 90 S.F. S.F./100 = 1 OCCUPANTS x0.20 = 1" 33" 102A 1(3'-0") HINGED110-SITE TO STORE 164 S.F. S.F./300 = 1 OCCUPANTS x0.20 = 1" 45" 110A 1(4'-0") HINGED
112-PHARMACY 737S.F. S.F./100 = 8 OCCUPANTS x0.20 = 2" 33" 112A 1(3'-0") HINGED(114-PHARMACY TOILET)
123-DAIRY COOLER 454 S.F. S.F./300 = 2 OCCUPANTS x0.20 = 1" 60" 1(5'-0") SLIDER36" 1(3'-0") HINGED
124-FREEZER 491 S.F. S.F./300 = 2 OCCUPANTS x0.20 = 1" 60" 1(5'-0") SLIDER
143-PRODUCE PREP 270 S.F. S.F./100 = 3 OCCUPANTS x0.20 = 1" 66" 143A 2(3'-0") HINGED144-PRODUCE COOLER 319 S.F. S.F./300 = 2 OCCUPANTS x0.20 = 1" 60" 1(5'-0") SLIDER
147-MEAT COOLER 355 S.F. S.F./300 = 2 OCCUPANTS x0.20 = 1" 60" 1(5'-0") SLIDER45" 1(4'-0") HINGED
148-BAKERY PREP 305 S.F. S.F./100 = 4 OCCUPANTS x0.20 = 1" 45" 148A 1(4'-0") HINGED149-SERVICE DELI 437 S.F. S.F./100 = 5 OCCUPANTS x0.20 = 1" 33" 149A 1(3'-0") HINGED
106-UPC 290 S.F. S.F./100 = 3 OCCUPANTS x0.20 = 1" 33" 106A 1(3'-0") HINGED107-MANAGER'S OFFICE 86 S.F. S.F./100 = 1 OCCUPANTS x0.20 = 1" 33" 107A 1(3'-0") HINGED108-TRAINING 104 S.F. S.F./20 = 6 OCCUPANTS x0.20 = 2" 33" 108A 1(3'-0") HINGED109-BREAK ROOM 321 S.F. S.F./15 = 22 OCCUPANTS x0.20 = 5" 33" 109A 1(3'-0") HINGED
TOTAL NET FLOOR AREAPER 2010 OSSC = 61,802 S.F. 1,743 OCCUPANTS
ACCESSORY EGRESS WIDTH CALCULATIONSACCESSORY SPACES EXITING THROUGH THE PRIMARY SPACESEXITING COMPLIES WITH 2010 OSSC SECTION 1004.1
ACCESSORY OCCUPANT % EXITINGSPACE LOAD THROUGH SALES
143-PRODUCE PREP 3 0% = 0144-PRODUCE COOLER 2 0% = 0148-BAKERY PREP 4 50% = 2149-SERVICE DELI 5 100% = 5123-DAIRY COOLER 2 50% = 1124-FREEZER 2 50% = 1147-MEAT COOLER 2 50% = 1106-UPC 3 50% = 2112 & 114-PHARMACY 8 100% = 8109-BREAKROOM 22 50% = 11108-TRAINING 6 50% = 3107-MANAGER'S OFFICE 1 50% = 1101-CUSTOMER SERVICE 3 100% = 3102-CASH 1 50% = 1110-SITE TO STORE 1 100% = 1
40
ACCESSORY LOAD EXITING THRU SALES 40MAIN SALES OCCUPANT LOAD 1,650TOTAL OCCUPANT LOAD THRU SALES 1,690EGRESS WIDTH FACTOR x0.20TOTAL REQUIRED EGRESS WIDTH THRU SALES 338"
TOTAL EGRESS WIDTH PROVIDED:MAIN SALES = 462"MAIN ENTRANCES = 264"FRONT WALL = 264"
BUILDING SQUARE FOOTAGE
TOTAL GROSS SQUARE FOOTAGE IS 62,459 PER DEFINITION OFGROSS FLOOR AREA (OSSC 1002.1)
GENERAL NOTES1. BUILDING WILL BE FULLY SPRINKLERED AS
REQUIRED BY CONTRACT DOCUMENTS.SUBMIT FIRE SPRINKLER SYSTEM DRAWINGSAND CALCULATIONS TO AUTHORITIES HAVINGJURISDICTION (FIRE DEPARTMENT, FIREMARSHAL, ETC). OBTAIN ALL APPROVALSPRIOR TO FABRICATION OR INSTALLATION.
2. OWNER WILL PROVIDE FIRE EXTINGUISHERSIN ACCORDANCE WITH NFPA 10. AUTHORITYHAVING JURISDICTION WILL APPROVE FINALFIRE EXTINGUISHER LOCATIONS.
3. WALMART'S ALARM CENTRAL ENGINEERINGTEAM HAS CONTACTED THE AUTHORITYHAVING JURISDICTION FOR PRE-PLAN DATAABOUT STATE AND LOCAL REQUIREMENTSTHAT DIFFER FROM THE NATIONALLYPUBLISHED CODES AND STANDARDS. ACOMPLETE SITE SPECIFIC SUBMITTAL ISBEING MADE DIRECTLY TO THE AUTHORITYHAVING JURISDICTION. QUESTIONS SHOULDBE DIRECTED TO 1-800-530-9924, OPTION 3.
4. THE MAXIMUM STORAGE HEIGHT INSTOCKROOM AND RECEIVING IS TWELVEFEET.
5. REFER TO SPECIFICATION SECTIONS 01600 -PRODUCT REQUIREMENTS AND SECTION01640 - OWNER FURNISHED PRODUCTS.THESE SECTIONS INCLUDE SPECIFICINFORMATION REGARDING ITEMS ANDSERVICES TO BE FURNISHED AND INSTALLEDBY INDIVIDUALS OTHER THAN THE GENERALCONTRACTOR.
PLUMBING FIXTURE COUNTS:TOTAL BUILDING OCCUPANT LOAD IS 1,743
LOAD DISTRIBUTION: 50% MALE AND 50% FEMALEDISTRIBUTION COUNT: 872 MALE AND 872 FEMALEPER TABLE 29-A (2010 OSSC)
LAVATORIES REQUIRED:MALE LAVATORIES: 872/750 = 2 (2 PROVIDED)FEMALE LAVATORIES: 872/750 = 2 (2 PROVIDED)
WATER CLOSETS REQUIRED:MALE WATER CLOSETS: 872/500 = 2 (3 PROVIDED)FEMALE WATER CLOSETS: 872/750 = 2 (3 PROVIDED)
DRINKING FOUNTAINSREQUIRED: 1,743/1000 = 2 (2 PROVIDED)
FIRE PROTECTIONWALLACE ENGINEERING STRUCTURAL CONSULTANTS, INC.CARRIE J. JOHNSON200 EAST BRADY STREETTULSA, OKLAHOMA 74103
STRUCTURALDARYL L. BRAYSGA ARCHITECTURE, P.C.1437 SOUTH BOULDER AVENUE, SUITE 550TULSA, OKLAHOMA 74119-3609
ARCHITECTURAL MECHANICAL ELECTRICALHENDERSON ENGINEERING, INC.DAVID D. HAAKE8345 LENEXA DRIVE, SUITE 300LENEXA, KANSAS 66214
HENDERSON ENGINEERING, INC.DUANE S. HENDERSON8345 LENEXA DRIVE, SUITE 300LENEXA, KANSAS 66214
HENDERSON ENGINEERING, INC.DUANE S. HENDERSON8345 LENEXA DRIVE, SUITE 300LENEXA, KANSAS 66214
DEFERRED SUBMITTALS:RACKINGEXTERIOR SIGNAGEFIRE SPRINKLER DRAWINGSFIRE ALARM DRAWINGS
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:42:
25 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
C1
COVERSHEET
073012
042712
TRH
64T
ELECTRICALED1 ELECTRICAL DEMOLITION PLANE1 LIGHTING PLANE1.1 ENLARGED LIGHTING PLANSE1.2 ENLARGED LIGHITING PLANSE1.3 LIGHTING DETAILS AND SITE LIGHTINGE2 POWER PLANE2.1 ENLARGED POWER PLANSE2.2 ENLARGED POWER PLANSE2.3 ENLARGED POWER PLANSE3 ELECTRICAL DETAILS, SYMBOLS, AND SCHEDULESE4 ONE-LINE DIAGRAM, DETAILS, AND SCHEDULESE4.1 PANELBOARD SCHEDULESE4.2 PANELBOARD SCHEDULESRE1 FRONT REFRIG ELECTRICAL PLANRE1.1 REAR REFRIG ELECTRICAL PLAN
MECHANICALPD1 PLUMBING DEMOLITION PLANP1 DWV PLANP2 ENLARGED DWV PLANS AND DETAILSP3 WATER PLANP4 DWV RISERP5 WATER RISERP6 PLUMBING DETAILSP7 PLUMBING SCHEDULESMD1 HVAC DEMOLITION PLANM1 HVAC PLAN AND DETAILSM2 ENLARGED HVAC PLANS AND DETAILSM3 MECHANICAL SCHEDULES AND DETAILSM4 EXHAUST HOODEM1 ENERGY MANAGEMENT PLANEM2 SEQUENCES OF OPERATIONREM 1 REFRIG ENERGY MANAGEMENT PLANREM 2 REFRIG ENERGY MANAGEMENT SCHEDULESR1 FRONT REFRIG PLANR2 REAR REFRIG PLANR3 REFRIG SCHEDULESR4 REFRIG DETAILSR5 REFRIG SUBMITTALSR6 REFRIG SUBMITTALSSR1 SEISMIC RESTRAINT
ARCHITECTURAL (CONT)A7 ROOM FINISH SCHEDULE AND DETAILSA8 DOOR SCHEDULE AND DETAILSA9 MISC DETAILSA9.1 MISC DETAILSA9.2 MILLWORKPH1 PHARMACYPH1.1 PHARMACY SECTIONS AND DETAILS
STRUCTURALS0 GENERAL STRUCTURAL INFORMATIONS1 FOUNDATION PLANS2 FOUNDATION DETAILSS2.1 FOUNDATION DETAILSS3 ROOF FRAMING PLANS4 GENERAL SCHEDULES AND DIAGRAMSS5 FRAMING DETAILSS5.1 FRAMING DETAILS
FIRE PROTECTIONFP1 FIRE SITE UTILITY PLANFP1.1 FIRE SPRINKLER DEMOLITION PLANFP2 OVERALL FIRE SPRINKLER PLANFP2.1 SYSTEM 1 FIRE SPRINKLER PLANFP2.2 SYSTEM 2 FIRE SPRINKLER PLANFP3 FIRE PROTECTION DETAILS
GENERALC1 COVER SHEETN1 GENERAL INFORMATIONFX1 FIXTURE PLAN (NOT IN BID SET)LS1 LIFE SAFETY PLAN (NOT IN BID SET)D1 DEMOLITION PLAN
ARCHITECTURALSP1 SITE PLANSP2 SITE DETAILSA1 FLOOR PLANA1.1 GROCERY FIXTURE PLANA1.2 FLOOR FINISH PLANA2 EXTERIOR ELEVATIONSA2.1 EXTERIOR SIGNAGE AND MISC DETAILSA3 EXTERIOR WALL SECTIONSA4 ROOF PLANA4.1 ROOF DETAILSA5 ENLARGED PLANSA5.1 ENLARGED PLANSA5.2 ENLARGED TOILET PLANSA5.3 TOILET ELEVATIONS AND DETAILSA6 INTERIOR ELEVATIONSA6.1 PARTITION TYPES AND DETAILSA6.2 INTERIOR WALL SECTIONSA6.3 INTERIOR WALL SECTIONS
MILWAUKIE, ORSTORE NO.: 3144
DATE: 07/30/12PROTO: 64T
LIGHTING PLANS
1
ISSUE BLOCK
1 REV#1 10.11.12
A B C
CEBEAE
GENERAL ABBREVIATIONS
ABBR DEFINITION@ ATAB ANCHOR BOLTABBR ABBREVIATIONACI AMERICAN CONCRETE INSTITUTEAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONARCH ARCHITECTURALASTM AMERICAN SOCIETY OF TESTING AND MATERIALSAWS AMERICAN WELDING SOCIETYBD BOARDBFF BELOW FINISHED FLOORBL BLOCK LINTELBLDG BUILDINGBO BOTTOM OFBOD BOTTOM OF ROOF DECKBOS BOTTOM OF STEEL (OR STUD OR STRUCTURE)BTM BOTTOMBRG BEARINGCD CASH DRAWERCJ CONTROL JOINTCL CENTERLINECLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSDIA DIAMETERDS DOWNSPOUTEAS EMERGENCY ACCESS SYSTEMECT EXISTING CERAMIC TILEEDC ELECTRICAL DISTRIBUTION CENTEREEC EXPOSED EXISTING CONCRETEEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALEQ EQUALES EQUIPMENT SUPPLIERETR EXISTING TO REMAINEW EACH WAYEXT EXTERIORFDN FOUNDATIONFF FINISHED FLOORFS FAR SIDEFTG FOOTINGFV FIELD VERIFYGA GAUGEGC GENERAL CONTRACTORGM GENERAL MERCHANDISEGR GROCERYGYP BD GYPSUM BOARDH HEIGHTHMR HOME MEAL REPLACEMENTHORIZ HORIZONTALHSA HEADED STUD ANCHORHSS HOLLOW STRUCTURAL SECTIONINFO INFORMATIONISO ISOLATIONJBE JOIST BEARING ELEVATIONJST JOISTJT JOINTKSI KIPS PER SQUARE INCHL LENGTHLB POUNDSLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLONG LONGITUDINALMAX MAXIMUMMDF MEDIUM DENSITY FIBERBOARDMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTL METALNIC NOT IN CONTRACTNRP NON-FIBERGLASS REINFORCED PLASTICNO NUMBERNS NEAR SIDENTS NOT TO SCALEOC ON CENTEROCH ON CENTER HORIZONTALLYOCV ON CENTER VERTICALLYOD OUTSIDE DIAMETEROH OPPOSITE HANDPAF POWDER ACTUATED FASTNERPCF POUNDS PER CUBIC FOOTPLAM PLASTIC LAMINATEPL PLATEPLF POUNDS PER LINEAR FOOTPMEJ PREMOLDED EXPANSION JOINTPT PRESSURE TREATEDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPS PROTECTIVE SURFACINGPVC POLYVINYL CHLORIDEQTY QUANTITYREF REFER TOREINF REINFORCINGREQD REQUIREDREV REVERSEREV REVISED OR REVISIONRI REACH-INRO ROUGH OPENINGRTU ROOF TOP UNITSCHED SCHEDULESDI STEEL DECK INSTITUTESIM SIMILARSJI STEEL JOIST INSTITUTESP SPACESSPEC(S) SPECIFICATION(S)SS STAINLESS STEELSTRUCT STRUCTURALT&B TO AND BOTTOMTHK THICKNESSTO TOP OFTOC/TC TOP OF CONCRETETOF TOP OF FOOTINGTOGB TOP OF GRADE BEAMTOM TOP OF MASONRYTOP/TP TOP OF PAVINGTOS TOP OF STEEL (OR STUD OR STRUCTURE)TRANS TRANSVERSETYP TYPICALUNO UNLESS NOTED OTHERWISEVERT VERTICALVTR VENT THROUGH ROOFW WIDTHWD WOOD
ABBREVIATIONLEGEND
MEN
MEN
SIGNS & IDENTIFICATION
1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT AREACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLYREQUIRED IN THIS SECTION.
2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THEBLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B.
3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKEWIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10.
4. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARETO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE CHARACTER. LOWER CASE CHARACTERS AREPERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE, THE MINIMUMCHARACTER HEIGHT SHALL BE 3".
5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND.6. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING:
A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-SERIF UPPERCASECHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE.
B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH.C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION
PLACEDDIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN
HEIGHT.7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER
PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEENCELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND.
8. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE ACCOMPANIEDBY BRAILLE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE ISNO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEARESTADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THECENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3"OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.
CORRESPONDINGGRADE 2 BRAILLE
WALL MOUNTED SIGNAGE TO BELOCATED ON LATCH SIDE OFDOOR, CLEAR OF DOOR-SWING.MOUNT AT 60" TO CENTERLINEOF SIGN FROM FLOOR.
60".LE
TTERING
RAISED 1/
32"
UPPERCASE
MIN
. TO
2" M
AX
.
HE
IGH
T O
FLE
TTE
RIN
G 5
/8"
OR
RA
ISE
D S
UR
FAC
E
3/8"
MIN
. SP
AC
ING
FR
OM
BR
AIL
LETO
AN
Y T
AC
TILE
CH
AR
AC
TER
RESTROOM SYMBOLS
FINISHED FLOOR
SIGNAGE LEGEND
1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OFACCESSIBILITY AT THE FOLLOWING LOCATIONS- ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE- ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION- ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION- UNISEX TOILET AND BATHING ROOMS- ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE
2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENTSHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALLINCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY- AT EACH SEPARATE-SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET
3. TACTILE SIGNAGE SHALL BE LOCATED ON THE WALL TO THE DOOR'S LATCH SIDE AT A HEIGHTOF 60" AFF MAX TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER. SIGNS MAY BEPLACED ON THE NEAREST ADJACENT WALL WHEN THERE IS NO WALL SPACE ON THE LATCHSIDE
4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND ANDSHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE MATERIALS OR FINISHES
5. ACCESSIBLE SIGNAGE SHALL USE GRADE 2 BRAILLE AND MUST COMPLY WITH ANSI A117.1SECTION 703.4
DO
OR
FFHANDICAP SIGNAGEMOUNTED WITHIN 8" OFJAMB ON STRIKE SIDE
SIGN
NO
TE 3
RE
F
MAX8"
MAXIMUM8"
TACTILE SIGN REQUIREMENTS
1. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ANSI A117.1SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EXITPASSAGEWAY AND THE EXIT DISCHARGE. REF DOOR SCHEDULE FORLOCATIONS.
2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHTRATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHTRATIO BETWEEN 1:5 AND 1:10.
3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIRBACKGROUND.
4. CHARACTERS SHALL CONFORM TO THE FOLLOWING:A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM
AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE.
B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2"
5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 1/10"ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTSSHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND.
6. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCHSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCHSIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ONTHE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT.MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THECENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BEDETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF THESIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS ORSTANDING WITHIN THE SWING OF A DOOR.
SIGNS CONTAINING TACTILECHARACTERS SHALL BELOCATED SO THAT THEREIS AN 18" CLEAR FLOORAREA CENTERED ON THETACTILE CHARACTERS
9"
5'-0
" MIN
1'-6
"
MIN
1'-6"
TACTILE EXIT SIGN
EXIT
SYMBOLS LEGEND
CODE1 DETAIL NAME
10.1
X-XX
P3
100
A6
101A
M
100'-0"FF EL
100'-0"
SCALE CODE
X.XX100
X.XXX.XX X.XXX.XX X.XX
X.XXX.XXX.XX
5A2
5A2
KEYNOTE INDICATOR
FULL AND PARTIAL SECTION INDICATOR
ROOM NAME AND NUMBER
COLUMN LINE INDICATOR
HEIGHT ELEVATION INDICATOR
PLAN ELEVATION INDICATOR
ENLARGED DETAIL INDICATOR
PARTITION TYPE INDICATOR
COLOR INDICATOR
DOOR INDICATOR
WINDOW INDICATOR
INTERNAL INFORMATION ONLY
DETAIL INDICATOR
REFERENCE AT KEYNOTE INDICATOR
A KEYNOTE OR BLOCK OF KEYNOTESWITH A LEADER ATTACHED APPLYSPECIFICALLY TO THE ITEM, AREA, ORSURFACE TO WHICH THE LEADER ISPOINTING
IN ADDITION TO THE ROOM FINISHSCHEDULE, A KEYNOTE OR BLOCK OFKEYNOTES ATTACHED TO THE ROOMNAME TAG APPLY TO THE ENTIRE ROOM
SALES
A
SALES
1A1
A1
1
EXTERIOR/ INTERIOR ELEVATIONINDICATOR
STRIPING CONDITIONS
STRIPING AT BALER
WALL LOCATIONMAY VARY
ELECTRICAL
11'-0
1/4
"
5'-0
"
9'-7"
7'-1" 2'-6"
BALER
5'-0"
3'-4
"
4'-0"
3'-0
"
STRIPING AT COMPACTOR STRIPING AT EYEWASH
WALL LOCATIONMAY VARY
WALL LOCATIONMAY VARY
PARTITION LEGEND
1 HOUR RATED GYPSUM BOARD (NEW)UL #U415, U420 OR U465,1 HOUR RATED CMU (NEW) UL #U905
SOUND ATTENUATION INSULATIONFULL WALL THICKNESS (NEW)
CHAIN LINK FENCE (NEW)
NON-RATED GYPSUM BOARD WALL (NEW)
INDICATES (NEW) 48" HIGH PLASTICLAMINATE WAINSCOT UNO REF 7-A3
COOLER/FREEZER WALL (NEW)
CMU WALL (NEW)
EXISTING PARTITION OR WALL TO REMAIN
EXISTING WALL TO BE DEMOLISHED
INDICATES (NEW) 48" HIGHPLYWOOD WAINSCOT WITH 2x8WOOD BASE AND DB5 BASEUNO REF 2-A3
EXISTING 1 HOUR RATED GYPSUMBOARD TO REMAIN
EXISTING CHAIN LINK FENCE
EXISTING 48" HIGH PLYWOODWAINSCOT WITH 2x8 WOOD BASE
CHAIR RAIL FURNISHED BYWALMART, INSTALLED BY G.C.
NON-RATED GYPSUM BOARD WALL(NEW) (GROCERY PREP AREAS)WITH SILL SEALER
DETAIL:
PLAN:
A3
12
XX
NUMBER INDICATES STUDHEIGHT. NO NUMBERINDICATES STUD HEIGHTTO BOTTOM OF ROOFDECK (TYP).
NUMBER INDICATES STUD SIZEAS FOLLOWS:1 - 1 5/8" METAL 6 - 6" METAL2 - 2 1/2" METAL 8 - 8" CMU3 - 3 5/8" METAL 12 - 12" CMU
OPPOSITE SIDE
REFERENCE SIDE
LETTER INDICATESPARTITION TYPE.REF PLANS ANDSHEET A6.1
FIXTURES FURNISHED BY WALMART,INSTALLED BY G.C.
X DETAILSHEET
BASED ON NUMBER OF UNITS RECEIVED, QUANTITYINDICATES IF STORE IS ON THE STANDARD ORENHANCED INSECT CONTROL PROGRAM
NOTES:1. GC TO INSTALL TOP OF UNITS 60" ABOVE
FLOOR UNLESS NOTED OTHERWISE2. PLUG UNITS FOR TYPE A, AE, B, AND BE
UNITS INTO RECEPTACLE3. TYPE C AND CE UNITS ARE TO BE
INSTALLED TO COVER ELECTRICALRECEPTACLE
INSECT CONTROLUNIT LEGEND
GENERAL CONSTRUCTION REQUIREMENTS1. ALL WORK SHALL BE DONE IN A SAFE ANDWORKMANLIKE MANNER AND IN STRICT ACCORDANCEWITH ALL LOCAL GOVERNING BUILDING CODE,OREGON ELECTRICAL SPECIALTY CODE, AND ALLAPPLICABLE REGULATIONS AND ORDINANCES HAVINGJURISDICTION.
2. THE CONTRACTOR SHALL THOROUGHLY EXAMINEALL FACTORS REASONABLY AVAILABLE TO HIM,INCLUDING BUT NOT LIMITED TO THE DRAWINGS,PROJECT MANUAL INCLUDING SPECIFICATIONS, SOILSREPORT, SITE SURVEY WITH BOUNDARY ANDTOPOGRAPHY, ACTUAL SITE CONDITIONS, LOCALINFORMATION REGARDING SITE HISTORY ANDSEASONAL WEATHER CONDITIONS. SOILS REPORT DATAMAY NOT BE ALL INCLUSIVE AND IS THE CONTRACTORSRESPONSIBILITY FOR FURTHER INVESTIGATING SITECONDITIONS AS HE DETERMINES NECESSARY. ANYCONSTRUCTION PERFORMED BY THE CONTRACTOR ONAN EXISTING BUILDING PAD PREPARED BY OTHERS WILLCONSTITUTE ACCEPTANCE OF THE PAD.
3. EACH SUBCONTRACTOR IS RESPONSIBLE FORHAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGSAND SPECIFICATIONS IN THEIR RELATED FIELD. THEFAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGEDOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FORPERFORMING HIS WORK PROPERLY. NO ADDITIONALCOMPENSATION SHALL BE ALLOWED BECAUSE OFCONDITIONS THAT OCCUR DUE TO FAILURE TOFAMILIARIZE WORKERS WITH THIS KNOWLEDGE.
4. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITYOF THE EXISTING BUILDING SECURITY AT ALL TIMES.THIS INCLUDES KEEPING THE BUILDING SECURE FROMPERSONS, ENVIRONMENTAL ELEMENTS, OR HAZARDS.THE CONTRACTOR SHALL BE RESPONSIBLE TOMAINTAIN THE INTEGRITY OF ALL EXISTING SECURITYSYSTEMS. PROVIDE A BONDED SECURITY GUARD ATCONTRACTOR'S EXPENSE TO MAINTAIN SECURITY OFTHE STORE.
5. THE CONTRACTOR SHALL KEEP THECONSTRUCTION AREA FREE AND CLEAR OF DEBRIS,REMOVE TRASH AND DEBRIS FROM CONSTRUCTIONAREA, AND DO NOT ALLOW TO ACCUMULATE. NOFLAMMABLE MATERIALS/ LIQUIDS MAY BE STORED INTHE EXISTING BUILDING DURING CONSTRUCTION.PROVIDE EXTINGUISHERS AS REQUIRED BY LOCAL ANDSTATE AUTHORITIES, UL LISTED 2A;20BC DRY CHEMICALFIRE EXTINGUISHERS, ACCESSIBLE AT ALL TIMESWITHIN ALL CONSTRUCTION AREAS.
6. AT TIME OF POSSESSION, OWNER WILL PROVIDEFIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA 10.ONE 2A:10 B/C RATED EXTINGUISHER WILL BEPROVIDED FOR EACH 3000 SF AND LOCATED SO THATTRAVEL DISTANCE TO THE CLOSEST FIREEXTINGUISHER IS NO MORE THAN 75 FEET FINAL FIREEXTINGUISHER LOCATIONS ARE TO BE APPROVED BYTHE FIRE MARSHAL.
7. THE CONTRACTOR SHALL MAINTAIN THE REQUIREDNUMBER OF EXITS FROM THE STORE, MAINTAIN EXITS,EXIT SIGNS AND EMERGENCY LIGHTING AT ALL TIMES ASREQUIRED BY THE GOVERNING AUTHORITIES.
8. REMOVE ANY EXISTING ITEMS, SERVICES,FINISHES/OR SURFACES AS REQUIRED FOR THEINSTALLATION OF NEW CONSTRUCTION. PROVIDEFURRING FOR NEW CONDUITS AND PIPING, SHOWN ORNOT, AND FINISH OUT FURRING TO MATCH ADJACENTEXISTING FINISHES.
9. REPAIR, RE-ROUTE AND EXTEND ALL SERVICES,PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENTAS REQUIRED DURING THE CONSTRUCTION PROCESSFOR THE COMPLETE INSTALLATION AND OPERATIONSOF NEW EQUIPMENT. THIS INCLUDES ALL ITEMSSHOWN OR NOT SHOWN ON THE DRAWINGS. RESETEXISTING EQUIPMENT OR RELATED ITEMS AS REQUIREDFOR PROPER OPERATION.
10. PATCH, REPAIR, AND REFINISH CONSTRUCTION ATINTERFACE OF NEW AND EXISTING FINISHES. FINISHNEW SURFACES AT INTERFACE TO MATCH EXISTING.
11. COMPLETE PLANS AND SPECIFICATIONS FOR FIREALARM, FIRE SPRINKLER, OTHER SPECIAL TYPES OFAUTOMATIC FIRE PROTECTION SYSTEMS ANDAPPURTENANCES THERETO, AND WET AND DRYSTANDPIPES, SHALL BE SUBMITTED TO FIRE FORREVIEW AND APPROVAL PRIOR TO INSTALLATION
GENERAL DEMOLITION REQUIREMENTS
1. ALL DEMOLITION SHALL BE CARRIED OUT IN ASAFE MANNER AND IN STRICT ACCORDANCE WITHOSHA REGULATIONS.
2. THE CONTRACTOR SHALL FIELD VERIFY THEEXTENT OF DEMOLITION. THE WORK INCLUDES,BUT IS NOT LIMITED TO, THE DEMOLITION ANDREMOVAL OF WALLS, DOORS, FIXTURES,PLUMBING, MECHANICAL AND ELECTRICAL ITEMSINCLUDING CONDUITS AND DUCTWORK AS SHOWNON DRAWINGS OR AS REQUIRED FOR THEINSTALLATION OF THE NEW WORK FOR ACOMPLETE JOB. THE CONTRACTOR SHALLREPLACE ANY/ALL FLOOR, WALL, OR CEILINGFINISHES DAMAGED AS A RESULT OF DEMOLITION,MATCHING EXISTING ADJACENT FINISHES.
3. WHEN UTILITIES ARE REMOVED, CAP AND SEALA MINIMUM OF 8" BELOW FINISH FLOOR OR AMINIMUM OF 6" ABOVE FINISH CEILING.
4. IT IS THE CONTRACTOR'S RESPONSIBILITY TOPROVIDE ADEQUATE SHORING, BRACING ANDSUPPORT SYSTEMS FOR EXISTING STRUCTUREAND TO KEEP THE EXISTING STRUCTURE INTACTAND IN A SAFE CONDITION DURING DEMOLITIONAND NEW CONSTRUCTION. THE CONTRACTORSHALL RETAIN A REGISTERED PROFESSIONALENGINEER TO DESIGN THE SHORING OR BRACINGAND SPECIFY DEMOLITION PROCEDURES. IT ISTHE CONTRACTOR'S RESPONSIBILITY FOR MEANSAND METHODS OF DEMOLITION AND NEWCONSTRUCTION.
5. PRIOR TO THE EXCAVATION OF FOUNDATIONS,ADJACENT TO THE EXISTING STRUCTURE,PROVIDE ADEQUATE SUPPORT FOR THE SUB-BASETO PREVENT UNDERMINING OF EXISTING BUILDING.
6. DURING DEMOLITION AND RECONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THEOWNER'S CONSTRUCTION MANAGER ANYREQUIRED SAFETY BARRIERS OR BARRICADES.PROVIDE BARRICADES TO PREVENT ANYINTRUSION BY THE PUBLIC INTO CONSTRUCTIONAREAS.
7. ALL DEMOLITION MATERIALS NOT SALVAGEDBY OWNER SHALL BE REMOVED BY THECONTRACTOR. COORDINATE WITH OWNER'SCONSTRUCTION MANAGER REGARDING MATERIALSTO BE SALVAGED BY OWNER. REFER ALSO TOSPECIFICATIONS FOR SALVAGED ITEMS.
8. REFER TO DEMOLITION DRAWINGS FORNECESSARY FLOOR SLAB DEMOLITION FOR THEINSTALLATION OF NEW FOUNDATIONS, PIPING, ORCONDUITS.
9. THE CONTRACTOR SHALL USE A WET SAW FORSLAB SAWING. NO JACK HAMMERS WILL BEALLOWED WITHOUT PRIOR APPROVAL FROMOWNER'S CONSTRUCTION MANAGER.
10. PROTECT ALL WATER PIPING AT AREAS WHEREEXISTING PIPING IS SUBJECT TO FREEZING,PROTECT PIPING SO AS NOT TO FREEZE.
REF TO SHEET D1GENERAL SITE VERIFICATION REQUIREMENTS1. EXISTING CONDITIONS SHOWN IN THESE PLANS AREFROM LIMITED FIELD OBSERVATIONS BY THE ARCHITECTAND LIMITED DESIGN DRAWINGS. ALL EXISTING MATERIAL,DIMENSIONS, ELEVATIONS, AND GENERAL CONDITIONS OFTHE BUILDING SHALL BE VERIFIED BEFORE PURCHASE OFMATERIAL AND CONSTRUCTION. NOTIFY OWNER'SCONSTRUCTION MANAGER OF ANY DISCREPANCIESBETWEEN PLANS AND FIELD CONDITIONS IMMEDIATELY.
2. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE.THE CONTRACTOR SHALL FIELD VERIFY THE EXACTLOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWNOR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THECOMMENCEMENT OF CONSTRUCTION. THE CONTRACTORSHALL NOTIFY THE OWNER'S CONSTRUCTION MANAGEROF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWNOR NOTED ON THE DRAWINGS. THE CONTRACTOR SHALLVERIFY EXACT LOCATIONS AND DEPTHS OFUNDERGROUND UTILITY SERVICES PRIOR TO ANYEXCAVATION.
3. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISHFLOOR ELEVATION AT ALL NEW OPENINGS OF THEEXISTING BUILDING PRIOR TO ESTABLISHING THE FINISHFLOOR ELEVATION. THE CONTRACTOR SHALL VERIFYEXISTING FOUNDATION DEPTHS TO INSURE PROPERBLOCK COURSING. ANY DISCREPANCY SHALL BEREPORTED TO THE OWNER'S CONSTRUCTION MANAGERAND THE ARCHITECT OF RECORD PRIOR TOCONSTRUCTION.
GENERAL FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO FACE OF CMU OR STUDUNLESS NOTED OTHERWISE.
2. ALL INTERIOR DIMENSIONS ARE CRITICAL FORMERCHANDISE PLANNING.
3. THE CONTRACTOR SHALL PROVIDE A SMOOTHTRANSITION BETWEEN THE EXISTING AND NEWFLOOR SLAB ELEVATIONS. VERIFICATION OFEXISTING ELEVATIONS IS CRITICAL PRIOR TO THEPLACEMENT OF THE NEW SLAB.
4. CLEAN, PATCH AND REPAIR EXISTING WALLSURFACES SCHEDULED TO BE REFINISHED.INSPECT ALL INTERIOR AND EXTERIOR BRICKWALLS FOR DAMAGE AND CLEAN AND REPOINT. ALLEXISTING GYPSUM BOARD SURFACES, WHICH AREDAMAGED IN ANY WAY SHALL BE REPAIRED PRIORTO THE APPLICATION OF SCHEDULED WALL FINISH.REMOVE WALL STANDARDS PRIOR TO REFINISHINGEXISTING WALLS. FILL ANCHOR HOLES IN EXISTINGWALLS WHERE STORE FIXTURES AND STANDARDSARE REMOVED. COORDINATE REPAIR ANDREFINISHING WALLS WITH THE OWNERCONSTRUCTION MANAGER/STORE MANAGER. WORKAT EXISTING WALLS SHALL BE DONE IN PHASES.PHASING AS DIRECTED BY OWNER'S CONSTRUCTIONMANAGER.
5. PROVIDE VERTICAL, GYPSUM BOARD CONTROLJOINTS (USC #093) IN ALL PARTITIONS AT 30'-0" OC(MAXIMUM) AND AT EACH DOOR JAMB OPENING.
6. PAINT ALL NEW AND EXISTING EXPOSEDCOLUMNS AS SCHEDULED (EXCEPT ATSTOCKROOMS). CONTRACTOR SHALL INSTALL NEWWOOD BASE AROUND GYPSUM BOARD FURREDCOLUMNS (IF APPLICABLE). REFER TO SHEET A7 FORINTERIOR PAINT SCHEDULE.
7. OWNER WILL PROVIDE RESILIENT FLOORING,FEATURE TILE AND ADHESIVE FOR INSTALLATIONBY CONTRACTOR. REVIEW WITH OWNERCARPET/TILE PLAN PRIOR TO INSTALLATION.
A. INSTALL RESILIENT FLOORING AT NEW ANDEXISTING BUILDING SLAB.B. REMOVE EXISTING CERAMIC TILE AND CARPETAT AREAS TO RECEIVE NEW RESILIENT FLOORING.C. CONTRACTOR SHALL PREPARE SUBSTRATE FORINSTALLATION OF NEW RESILIENT FLOORING ANDFEATURE TILE.D. CONTRACTOR SHALL DETERMINE QUANTITY OFVCT FLOORING, FEATURE TILE AND ADHESIVE.NOTIFY OWNER OF QUANTITY REQUIRED. SUBMITTILE ORDER FORM. REFER TO RESILIENT FLOORINGSPECIFICATIONS.
12. THE CONTRACTOR SHALL CLEAN AND WAX NEWRESILIENT FLOORING LOCATED WITHIN THEPROJECT. ALL NEW FLOOR SHALL BE PROTECTEDFROM SCRATCHING, MARKING, STAINING, ETC.DURING CONSTRUCTION. ANY TILE THAT ISDAMAGED BY CONSTRUCTION AND DOES NOTAPPEAR IN NEW CONDITION AT THE TIME OFPOSSESSION WILL BE REPLACED BY THE GENERALCONTRACTOR AT HIS EXPENSE. INSTALL RESILIENTTRANSITION STRIP WHERE FLOOR TILE ABUTSEXPOSED CONCRETE FLOOR OR CARPET.
13. THE CARPET WILL BE FURNISHED BY OWNERAND INSTALLED BY CONTRACTOR UNLESSOTHERWISE NOTED. THE CONTRACTOR ISRESPONSIBLE FOR ALL AREAS UNDER CARPET TOBE LEVEL AND PREPARED FOR CARPET.CONTRACTOR SHALL REMOVE EXISTING CARPET.
14. INSTALL SEALANT IN NEW EXPOSED INTERIORCONCRETE FLOOR CONTROL JOINTS. REFER TOSPECIFICATIONS.
15. ALL INTERIOR PARTITIONS SHALL BE METALSTUDS AT 24" OC UNLESS NOTED OTHERWISE.PROVIDE FIRESTOPS IN STUD WALLS AS REQUIRED.
16. EXTEND AND PROVIDE FIRE SPRINKLER SYSTEMIN ALL AREAS OF THE STORE. REFER TO FIRESUPPRESSION SPECIFICATIONS.
REF TO SHEET A1
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:42:
53 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
N1
GENERALINFORMATION
073012
042712
TRH
64T
TYPE TOTALA 3B 4C 2Grand total 9
1
ISSUE BLOCK
1 REV#1 10.11.12
1
1
2
2
2.5
2.5
3
3
4
4
5
5
6
6
7
7
8
8
9
9
A A
B B
C C
D D
E E
F F
G G
H H
TRANS
ELEC
ELEC
EXISTING CONCRETEPAD
EXISTINGLOADINGDOCK
STAIRS
FENCEAREA
SECURITY
1.5
1.5
3.5
3.5
4.5
4.5
5.5
5.5
6.5
6.5
7.5
7.5
8.5
8.5
A.5 A.5
B.5 B.5
C.5 C.5
E.5 E.5
D.5 D.5
F.5 F.5
G.5 G.5
4'-6" 56'-7" 3'-0" 10'-9" 3'-0" 91'-3" 18'-0"49' - 1 1/8" 14' - 7 5/8" 25' - 0 7/8"
26' - 11 1/2" 4' - 2" 29'-0" 3'-0" 27'-6" 3'-0" 8'-2"11' - 7 5/8" 28' - 4 7/8"
13' - 0"
16'-0"
23'-7" 92'-8" 3'-0" 20'-5 1/2" 17'-3 1/2" 11'-1 1/2" 4'-1" 24'-6 1/2" 21'-9 1/2" 27'-0 1/2"
6'-11 1/2"
13'-3" 5' - 2 1/8" 6' - 4 1/8"
13' - 4 1/2"
3' - 0" 10' - 3" 11' - 6 1/4"14' - 3 1/2" 3' - 0"
8'-2
"31
'-11
1/2"
62'-4
1/2
"3'
-0"
39'-2
"25
'-11
1/2"
5'-0
"3'
-9"
19'-3
"2'
- 0
7/8"
25'-0
"4'
-5"
24'-6
1/2
"
2' - 8 3/8"2' - 8 3/8"
2' - 8 3/8"
17' - 8 3/8"
37' -
11
5/8"
3'-0
"13
'-8 1
/2"
9'-1
1"16
'-4 1
/2"
22' -
11
5/8"
38'-0
"
6'-8
"4'
-2"
11'-8
1/2
"
5'-0
"21
'-10
1/8"
5'-0
"13
2'-8
"29
'-9 1
/2"
3'-0
"8'
-11"
131'
-7"
30'-1
0 1/
2"
7' -
2 7/
8"3'
-0"
11' -
7 5
/8"
3'-0
"
47'-0
1/2
"3'
-0"
21'-1
0 1/
2"
18.001
18.003
18.003
18.004
18.00518.024
18.004
18.003
18.02118.022 18.021 18.02218.008
18.022
18.022
TYP18.022
18.004
18.022
18.00418.004
18.00218.002 18.01218.00418.004
18.00418.004
18.004
18.02018.020
18.00418.004
18.004
18.00418.004
18.02018.020
18.00918.009ABOVE
18.020TYP
18.02018.019
18.00918.009ABOVE
18.01918.020TYP
18.020
18.01818.01818.018
18.01818.01818.018
18.01518.015
18.01318.01318.013
18.01318.01318.013
18.014
18.017
18.006
18.006
18.01118.011
18.01018.010
18.00418.00418.004
B.2 B.2
18.006
18.01518.015
18.01518.01518.01518.015
18.01518.015
EXISTINGCANOPY TOREMAIN
EXISTINGCANOPYTOREMAIN
EXISTINGCANOPYTOREMAIN
18.01518.015
SHEET NOTES1. CONTRACTOR SHALL VERIFY THE FULL EXTENTOF SLAB DEMOLITION. COORDINATE WITHSTRUCTURAL AND UNDERSLAB UTILITIES.
2. REF SHEET N1 FOR ADDITIONAL FOR ADDITIONALNOTES PERTAINING TO GENERAL REQUIREMENTS.
3. REFER TO STRUCTURAL, MECHANICAL, ANDELECTRICAL DRAWINGS FOR NECESSARYDEMOLITION FOR THE INSTALLATION OF NEWFOUNDATIONS, PIPING, AND CONDUIT. FOR EASPEDESTAL CONDUIT REF ELEC AND REPAIR SLAB ASREQD AFTER INSTALLATION.
4. PROTECT ANY INTERNAL ROOF DRAINS ANDUTILITIES TO REMAIN.
5. REFER TO SPECIFICATIONS FOR LEVELINGCOMPOUND TO BE USED AT AREAS WHERE FLOORSLOPES AND TILE FLOORING ARE REMOVED.
6. REFER TO CIVIL DRAWINGS UNDER SEPARATEPACKAGE FOR DEMOLITION AND IMPROVEMENTS OFEXISTING SITE FEATURES AND FOR BUILDING PADPREPARATION.
7. REFER TO PLUMBING FOR LOCATIONS OFCAPPED LINED AND NEW SANITARY SEWER DRAINLOCATIONS.
8. DIMENSIONS ARE APPROXIMATE FOR BIDDINGPURPOSES ONLY. COORDINATE WITH OTHERDISCIPLINES' SHEETS IN FIELD.
DEMOLITION LEGEND
REMOVE EXISTING FIXTURES
CMU WALLS TO REMAIN
AREA OF FLOOR SLAB TOBE REMOVED
REMOVE EXISTING WALL
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:42:
30 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
D1
DEMOLITIONPLAN
073012
042712
TRH
64T
1" = 10'-0"1 DEMOLITION PLAN
DEMO KEYNOTES18.001 REMOVE EXISTING STAIR ASSEMBLY.
REMOVE EXISTING MEZZANINE IN ITSENTIRETY - ALL STRUCTURAL FRAMING,COLUMNS, STAIRS, WALLS, CEILING,MILLWORK, DOORS, HARDWARE, FIXTURES,UTILITIES, AND FINISH DOWN TO EXTERIORSTRUCTURAL SHELL. PATCH AND REPAIRSUBSTRATE SHELL FOR NEWCONSTRUCTION. REF ELECTRICAL FOREXTENTS OF DEMOLITION.
18.002 REMOVE EXISTING TOILET ROOMS. REMOVEFLOORING, PLUMBING FIXTURES,ACCESSORIES, PARTITIONS, WALLS,FINISHES, DOORS, FRAMES, HARDWARE ANDALL ELCTRICAL FIXTURES. CAP ANDABANDON UTILITIES, PATCH AND REPAIR ANYSUBSTRATE TO REMAIN FOR NEW FINISHES.REF PLUMBING FOR UTILITY INFORMATION.
18.003 REMOVE EXISTING DOOR AND DOORHARDWARE. PREPARE FRAME TO RECEIVENEW DOOR, REF A8.
18.004 REMOVE EXISTING INTERIOR WALLASSEMBLY AND ASSOCIATED DOORS ANDWINDOWS.
18.005 EXISTING AUTO-SLIDER DOORS TO REMAIN,UNLESS REPAIR IS DEEMED NECESSARY.COORDINATE ANY REPAIRS WITH WALMARTCONSTRUCTION MANAGER.
18.006 REMOVE EXISTING TRANSFORMER ANDELECTRICAL EQUIPMENT, REF ELEC.
18.008 EXISTING FIRE RISER TO BE REMOVED. REFFIRE PROTECTION.
18.009 REMOVE EXISTING CEILING TILES, CEILINGGRID AND SUPPORT WIRES. CLEAN EXISTINGSTRUCTURE.
18.010 REMOVE EXISTING CABINETS ANDFURNITURE.
18.011 REMOVE EXISTING LIGHT FIXTURES ANDMECHANICAL EQUIPMENT.
18.012 REMOVE EXISTING UTILITY SINK AND WATERHEATER. CAP AND ABANDON UTILITIES,PATCH AND REPAIR ANY SUBSTRATE TOREMAIN FOR NEW FINISHES. REF PLUMBINGFOR UTILITY INFORMATION.
18.013 REMOVE EXISTING CMU WALL, AND ROOFASSEMBLY AND ASSOCIATED COLUMNS ANDBEAMS IN THIS AREA. REF STRUCTURE FOREXTENTS.
18.014 REMOVE EXISTING CONCRETE STAIRS ANDRAILING.
18.015 REMOVE EXISTING CONCRETE SLAB. REFSTRUCTURE FOR EXTENTS. REF CIVIL FORNEW GRADING INFORMATION IN THIS AREA.
18.017 REMOVE EXISTING CONCRETE PAD.18.018 EXISTING FENCED AREA TO BE REMOVED.
REMOVE EXISTING WOOD BEAMS, WOODFRAMING, LOW ROOF AND SUPPORTING TSCOLUMNS ALONG BUILDING WALL ANDASSOCIATED LIGHT FIXTURES. PREPAREEXTERIOR CMU WALL TO RECEIVE NEWPAINT PER SHEET A2. REMOVE OVERHEADSPRINKLER PIPING. REF PLUMB.
18.020 REPAIR CRACKS ON EXISTING CONCRETESLAB AS REQUIRED PRIOR TO INSTALLATIONOF NEW FINISH.
18.021 REMOVE EXISTING WALL ASSEMBLY USED INFURRING OUT WALL. PREPARE INTERIORFACE OF CMU WALL TO RECEIVE NEW PAINTFINISH PER PAINT MANUFACTURERSRECOMMENDATIONS.
18.022 REMOVE EXISITNG GYPSUM BOARD ANDSHELVING. PREPARE INTERIOR FACE OF CMUWALL TO RECEIVE NEW PAINT FINISH PERPAINT MANUFACTURERSRECOMMENDATIONS.
18.024 EXISTING STOREFRONT WINDOWS TOREMAIN.
ISSUE BLOCK
UP
SITE AMENITIES
SLEEVE PIPE BOLLARDREF SPECIFICATIONS
SYMBOL QTY. DESCRIPTION SUPPLIEDBY
INSTALLEDBY
WM20 GC
TRASH CANREF SPECIFICATIONS
WM1
GC
BIKE RACK WM6 GC
SHEET NOTES1. ALL CONCRETE STOOPS SLOPE 2% AWAY
FROM BUILDING. SLOPE SURROUNDING GRADE5.0% MAXIMUM TO MEET FLUSH WITH FRONTAND SIDE EDGES OF EACH CONCRETE STOOP.
2. ALL EXTERIOR SIDEWALK JOINTS TO BE FILLEDREF SPECS.
3. REF SHEET A7 FOR SCHEDULE FINISH KEY.4. REF CIVIL AND MEP FOR LOCATION OF GREASE
INTERCEPTOR.5. ANCHOR TRASHCANS AND BENCHES IN PLACE
PER MFR RECOMMENDATIONS.6. PROVIDE BOLLARD PROTECTION AT ALL
EXTERIOR PROPANE STORAGE LOCATIONS. 9MAXIMUM, REF 8-SP2. COORDINATE FINALBOLLARD COUNT AND LOCATIONS WITH STORESET-UP MANAGER PRIOR TO POSSESSION.39
' - 2
"
SP221
REDBOX
SOFT DRINKVENDING TYP
(2) E
Q S
PA
CE
S
10' -
1"
(15)
EQ
UA
L S
PA
CE
S
91' -
6"
8' -
10"
110'
- 5"
(7) E
QU
AL
SP
ACE
S
41' -
5"
8' -
4"
(17)
EQ
UA
L S
PA
CE
S
105'
- 6"
8' -
4"
(3) E
Q S
PA
CE
S
19' -
3"
(2) E
Q S
PA
CE
S10
' - 1
"
R 2' - 2
" R 1' - 11"
R 10' - 11"
100' - 0"
4SP2
4SP2
10SP2
7SP2 7
SP2
100' - 0"100' - 0"
100' - 0"
100' - 0"
BIKE RACK
EXISTING CANOPY ABOVE
SP224
NOTE:ARCHITECTURAL FINISH FLOOR = 100'-0"CIVIL FINISH FLOOR = 203.36'ALL EXTERIOR DOORS = 100'-0" UNO
SP21
3.01
SP212
REF 10-SP248"
(3) E
Q S
PA
CE
S
18' -
0".
SP212
SP212
SP212
5' - 0"
3.06
R 2' -
9"
26' -
2"
16' - 8" 9' - 0"
12' -
0"
LANDSCAPEDAREA, REF CIVIL
TRASH CANREF SHEET NOTES FORANCHORAGE
(9) EQ SPACES
48' - 6 1/4" 5' - 6 1/2"2' - 2 1/4"
50' - 8" 19 EQ. SPACES 2' - 2 1/4"
2' - 8"
ALIGN CONTROLJOINT WITHEXISTING WALL
5.313.07
5' - 0"
TYP
5SP2
3.16P5
3.01
3.01
3.01
BIKE RACK BIKE RACK
SP2 18
SP2
19
RECYCLING VENDINGMACHINES
8' - 6" 10' - 2"
(4) EQUAL SPACES
31' - 11" 9' - 8"
(2) EQUAL SPACES
15' - 6"
(3) EQUAL SPACES
23' - 10"
(3) EQUAL SPACES
24' - 11"
(2) EQUAL SPACES
15' - 6" 5' - 0"
(9) EQUAL SPACES
94' - 5"
BIKE RACK
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:43:
14 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
SP1
SITE PLAN
073012
042712
TRH
64T
1" = 10'-0"1 SITE PLAN
KEYNOTES3.01 CONCRETE STOOP, REF STRUC3.06 CONCRETE TRANSFORMER PAD. REF CIVILS
FOR LOCATION. COORDINATE SIZE,REINFORCING, AND THICKNESS WITH LOCALUTILITY
3.07 PATTERNED CONCRETE AREA3.16 CONCRETE CURB - PAINT ON FACE AND 6" ON
TOP5.31 6" PIPE BOLLARD WITH GREEN PLASTIC
SLEEVE (COLOR TO MATCH PMS 368C)(HEIGHT OF SLEEVE NOTED BESIDE KEYNOTE)
1
11
1
1
NORTH
1
ISSUE BLOCK
1 REV#1 10.11.12
UP
1/4"
BASE MATERIALREF SPECIFICATIONS
1/4
SLA
B T
HIC
KN
ES
S
CONTRACTION JOINTFOR METHODREF SPECIFICATIONS
NOTE:FILL ALL EXTERIOR CONTRACTION JOINTSREF SPECIFICATIONS
1/4" DEEP SEALANT AND BACKERROD OR DEPTH AS RECOMMENDEDBY MANUFACTURER1/
4"
SUBBASE/SUBGRADEREF STRUCTURAL
18" DIAMETER CONCRETE FOOTING
6" DIAMETER STEEL PIPEBOLLARD FILL WITH CONCWITH ROUNDED TOPPAINT P5
WALL
CURB
PAVING OR CONCRETE SLAB
PLAN AT WALL
1/2" PREMOLDED EXPANSIONJOINT AND SEALANT, TYP
UNO
1'-0"
3"4'
-0"
FOR ALL REINFORCEMENT REQUIREMENTSREF STRUCTURAL
BASE MATERIALREF STRUCTURAL
SUBBASE/SUBGRADEREF STRUCTURAL
4'-0
"
OUTSIDE CORNER OREDGE OF DOOROPENING
CONCRETE CURBWHERE SHOWNON PLAN
CMU WALL LINE
6"x8" CONCRETECURB WHERE SHOWNON PLAN
#4x8" DOWELSEMBED WITH EPOXYADHESIVE AT 24" OC
EXTERIOR FACEOF WALL
CMU WALL LINE
MATCH EXPANSIONAND CONTROL JOINTLOCATIONS IN SIDEWALK
CONCRETE CURBWHERE SHOWNON PLAN
CONCRETE CURBWHERE SHOWNON PLAN
CMU WALL LINE
MATCH EXPANSIONAND CONTROL JOINTLOCATIONS IN SIDEWALK
PLAN
SECTION PLAN AT INSIDE CORNER
PLAN AT OUTSIDE CORNER
1/2" PRE MOLDEDEXPANSION JOINTAND SEALANT
1/2" PRE MOLDEDEXPANSION JOINTAND SEALANT
1/2" PRE MOLDEDEXPANSION JOINTAND SEALANT
1/2" PRE MOLDEDEXPANSION JOINTAND SEALANT
4"4"
4"2"
6"2"
6"
BASE MATERIALREF STRUCTURAL
PAVING
1'-0"
10"
3/4" TOOLED RADIUS EDGE
SUBBASE/SUBGRADEREF STRUCTURAL
4"
6"
CONCRETE SLABBROOM FINISH, TYP
EXTERIOR FACE OFWALL
CONT 1/2" PREMOLDEDEXPANSION JOINT ANDSEALANT, TYP
CROSS SLOPE NOT TO EXCEED 2%
PAINT ON FACE AND 6" ON TOP AS INDICATEDREF SP1
SLOPE
ASPHALT OR CONCRETE PAVINGREF CIVIL3/4" TOOLED RADIUS EDGECONCRETE CURB PAINTON FACE AND 6" ON TOP ASINDICATED REF SP1
6"1'-0"
LANDSCAPINGREF CIVIL
P5
6" DIAMETER STEEL PIPE BOLLARDFILL WITH CONCRETE
PLACE FINISHED SURFACETIGHT TO BOLLARD
PLASTIC BOLLARD SLEEVEREF SPECIFICATIONS
BOLLARD MUST BE SETPRIOR TO PLACING OFPAVING OR SIDEWALK
CONCRETE SLABBROOM FINISH, TYP
SLOPE
6"
1'-0"
3'-0"REF PLAN
PAVING
PATTERNED CONCRETE AREAFOR LENGTH REF SP1
CONT 1/4" PREMOLDEDEXPANSION JOINT ANDSEALANT, TYP AROUNDPATTERNED CONCRETEAREA
4"
3'-6
"
BASE MATERIALREF STRUCTURAL
18" DIAMETER FOOTINGSUBBASE/SUBGRADEREF STRUCTURAL
REINFORCINGREF STRUCTURALHOLD TOP OFFOOTING DOWN 16"FROM FINISHEDSURFACE ELEVATION
CONT 1/2" PREMOLDEDEXPANSION JOINT ANDSEALANT, TYP
UN
O
4'-0
"
1'-4" 1'-4"
UN
O
4'-0
"
1'-2" 1'-2"
NOTE:SPOT ELEVATIONS AND DIMENSIONSINDICATED ARE TYPICAL UNLESS NOTEDOTHERWISE ON SP1
NOTE:REF STRUCTURAL FOR SECTION
SINGLE DOOR DOUBLE DOOR
100.00'
99.92'
SHEET NOTES1. REF SHEET A7 FOR SCHEDULE FINISH KEY.
OPENING AT COMPACTOR CHUTE
PRECAST CONCRETE SILL
#4x6" DOWELS INSERTED IN EPOXYADHESIVE WITH 2" EMBEDMENT INTOSILL. SET DOWELS PRIOR TOINSTALLING INTO BOND BEAM. SET(2) DOWELS PER SILL
FOR BLOCK TYPEREF BUILDING ELEVATIONS
106'-8"BOM
103'-4"TOM
17SP2
SP28
TYP
3' -
2"
3' -
2"
MO
8' -
0"4'
- 0"
MO
8' -
0"3'
- 4"
5' -
7 1/
2"
REF STRUCTURAL 66' - 0"
1' -
6"27
' - 3
1/2
"
2.02
SELF CONTAINEDCOMPACTOR/BIN
23' - 0" 3' - 4"
3' -
0"
42"
100.00
100.00
98.64
98.51
95.67
98.57
100.00
95.68
95.68
6' -
6"7'
- 0"
98.64
4' - 0"
.REF CIVIL
3.02
37' - 9" 9' - 5"
95.98
95.4899.98
98.64
REF STRUCTURALFOR CONTRACTIONJOINT SPACING
REF STRUCTURALFOR CONTRACTIONJOINT SPACING
CATCH BASINREF CIVIL
RAMP DN
SLO
PE
DN
3SP2
2SP2
98.41
3.05
3.05
5' -
0"
7' - 6"
SP211
TYP
5.02
100.00 99.91
98.41
98.41
98.41
SLO
PE
SLO
PE
CROSS SLOPE NOTTO EXCEED 2%
100.00 99.91
98.1398.36
98.41
1
1
1
1
95.6795.83AT WALL
AT DRAIN
8' -
0"
8"
DOCK LEVELER PITREF STRUC FOR CONCRETEBLOCK-OUT
MANUAL SAFETY GATE INSTALLEDPER MFR RECOMMENDATIONSREF SPECIFICATIONS
GATE MOUNTING PLATE AND ACTIVATIONTO PROVIDE 96" MIN CLEARANCE
REF PLAN AND ELEVATIONS FOR WALLTYPE AND THICKNESS
TRUCK DOCK SLAB96' - 8"
9' - 0"
CHAIN LINK FENCE WITH POSTS AT 9'-0" OCMAXIMUM. SLEEVE AND GROUT INTO CONCRETERETAINING WALL. FENCE EXTENDS FROMBUILDING TO A POINT WHERE THE TOP OFRETAINING WALL IS 2'-3" ABOVE THE SLOPEDPAVING
4' - 0"66' - 0"REF CIVIL
PAVING
3.72%
TYP4.04
CONCRETE CURBREF STRUC
PAINTED 6" PIPE BOLLARD
6' - 0" 6' - 0"
EXISTING CANOPY
16' - 0" +/-
EX
ISTI
NG
CA
NO
PY
AB
OV
E
4' -
5"
38" WIDE BIKE RACKCENTERED UNDEREXISTING CANOPY
EXTERIORBUILDING WALL
16' - 0" .
1:12
3'-6
"
TYP
4' - 0" O.C.
2"
1 1/2" OD PIPE RAILS AND POSTS. 3" SLEEVE.EMBED POSTS 5", PACK WITH NON-SHRINKGROUT. INSTALL SEALANT AT TOP.
SLOPE MAX
1' -
6"
1'-0"
3'-6
"
2"
1 1/2" OD PIPE RAILS ANDPOSTS. 3" SLEEVE. EMBEDPOSTS 5", PACK WITH NON-SHRINK GROUT. INSTALLSEALANT ON TOP.
5'-1 1/2"2'-11 1/2"
CONCRETE SLAB WITHHEAVY BROOM FINISH.MATCH FINISH FLOOR ANDSLOPE SLAB AWAY FROMBUILDING AT 2% MAXIMUM
1/2" PMEJAND SEALANTCONT
REF STRUCTURAL FORFOOTING INFORMATION
6"
6' -
0"
6' - 0" 6' - 0" 6' - 0"
DETECTABLE WARNING AREA, REF SPECS
EQ EQ
3" 11' - 8 1/2"
3' -
6"
2"
100' - 0"
CONCRETE SLAB WITHHEAVY BROOM FINISH.MATCH FINISH FLOOR ANDSLOPE SLAB AWAY FROMBUILDING AT 2% MAXIMUM
1 1/2" OD PIPERAILS AND POSTS.3" SLEEVE. EMBEDPOSTS 5", PACKWITH NON-SHRINKGROUT. INSTALLSEALANT AT TOP.
100' - 0"
CONCRETE SLAB WITHHEAVY BROOM FINISH.MATCH FINISH FLOOR ANDSLOPE SLAB AWAY FROMBUILDING AT 2% MAXIMUM
1 1/2" OD PIPERAILS AND POSTS.3" SLEEVE. EMBEDPOSTS 5", PACKWITH NON-SHRINKGROUT. INSTALLSEALANT AT TOP.
3"4' - 8"
1"
3' -
6"
2"
BUILDINGEDGE
1/2" = 1'-0"7
EXTERIOR SIDEWALK /PAVING CONTRACTIONJOINT
1/2" = 1'-0"11 BOLLARD DETAIL 3/4" = 1'-0"9 CART CURB
1/2" = 1'-0"4 SIDEWALK SECTION 1/2" = 1'-0"5 SIDEWALK SECTION
1/2" = 1'-0"10 BOLLARD DETAIL
1/8" = 1'-0"12 TYPICAL STOOP PLANS
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:43:
23 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
SP2
SITE DETAILS
073012
042712
TRH
64T
3/4" = 1'-0"23OPENING ATCOMPACTOR CHUTE
1/8" = 1'-0"21 TRUCKWELL PLAN
1/2" = 1'-0"8 ENLARGED DOCK PLAN
1/8" = 1'-0"17 TRUCKWELL SECTION
1/4" = 1'-0"24 BICYCLE RACK PLAN
1/2" = 1'-0"3 RAMP SECTION 1/2" = 1'-0"2 STAIR SECTION
1/4" = 1'-0"1 ADA SIDEWALK RAMP
SLOPE SLOPE
SLO
PE
1/8" = 1'-0"13 NOT USED 1/8" = 1'-0"15 NOT USED
3/8" = 1'-0"16 NOT USED
1/2" = 1'-0"22 NOT USED
1/2" = 1'-0"6 NOT USED
KEYNOTES2.02 CHAIN LINK FENCING (HEIGHT NOTED BESIDE
KEYNOTE)3.02 CONCRETE PAVING3.05 CONCRETE CURB4.04 CONTROL JOINT, TYP, REF STRUCTURAL5.02 PAINTED 6" PIPE BOLLARD
1/2" = 1'-0"18 RAMP SECTION 1/2" = 1'-0"19 RAMP SECTION
1/4" = 1'-0"14 NOT USED
1" = 1'-0"20 NOT USED
1
1
1 1
1
1
ISSUE BLOCK
1 REV#1 10.11.12
BALER
C
UP
A22
A2
A2
A2
3
4
1
1
1
2
2
2.5
2.5
3
3
4
4
5
5
6
6
7
7
8
8
9
9
A A
B B
C C
D D
E E
F F
G G
H H
A53
A52
A54
A5.11
A5.12
A5.13
A5.14
A5.21
A6
2
PH11
DAIRY COOLER
FREEZER
SITE TO STORE
CASH
ELECTRICAL MECHANICAL
PRODUCECOOLER PRODUCE PREP
BAKERY PREPMEAT COOLER
REFRIGERATION999
BREAK ROOM UPC
TRAININGMANAGER'S
OFFICE
CUSTOMERSERVICE
ALCOVE
STOCKROOM119
RECEIVING120
SERVICE DELI
SALES100
FIRE RISER998
100B
100A
111A
100C
100D
998A
119A
120C
999A
120A
120E
120D
FIELD VERIFY
40' - 11 3/4"
FIELD VERIFY
64' - 3 1/4"
105'-3"
FIE
LD V
ER
IFY
39' -
1 3
/4"
MO
3' -
4"2'
- 0"
MO
6' -
0"
6 1/
2"
9.10
A7
3
A9.111
8'-5"
8' -
8 1/
2"
REFFOR SLAB
120B
1.5
1.5
3.5
3.5
4.5
4.5
5.5
5.5
6.5
6.5
7.5
7.5
8.5
8.5
A.5 A.5
B.5 B.5
C.5 C.5
E.5 E.5
D.5 D.5
F.5 F.5
G.5 G.5
FAMILY TOILETPHARMACYTOILET
PHARMACY
-1 A5
119B
B.2 B.2
5.24
5.24
5.24
5.24
5.24
5.24 5.24 5.24 5.24 5.24 5.24
5.24 5.24 5.24
5.24 5.24
5.24 5.24
5.24 5.24 5.24 5.24 5.24 5.24
9.60
9.60 9.60
9.60
9.609.60
9.60 9.60 9.60
9.60
MO
3' - 4" 14' - 7 3/4"
1' - 3 1/4"
MO
3' - 4"
8' - 0" 8' - 9 1/8"
MG0051.07
EXACT LOCATION OF TEENCLOSURE TO BE DETERMINEDBY WALMART ISD
EXACT LOCATION OF TEENCLOSURE TO BE DETERMINEDBY WALMART ISD
9.10 MG0041.07
RECESSEDMOP SINKREF -11 A9.1
9.13
WOMEN'S TOILET
MEN'S TOILET
7' -
4"
MO
3' -
4"
G68G6
G6
BOS
A7
5
CORRIDOR111
TYP6.03
TYP6.03
TYP6.03
TYP6.03
TYP6.03
3' - 0"
2' - 0" 2' - 0"6.17 6.17
4' - 0" 4' - 0"TYP6.17
3' - 11 1/2"
3' -
11 1
/2"
TYP6.03
TYP6.03
TYP6.03
TYP6.03
9.60
5.11
5A6.2
6A6.2
1' - 8 7/8"
3/8"
4' -
4 1/
8"
1' - 8 7/8"1' - 8"
3' -
7 1/
8"
4' -
10 1
/2"
1' - 2 3/4"9"
1A3
2A3
3A3
4A3
5A3
2A3
1
43
2A3
SIM
121A
6.04 6.04
6.05
6.04
6.05
24X36
18X48
18X48
12"X15'
12"
26'
4' -
10 1
/2"
6.04
6.04
6.0518X18
18X36
12"X15'
GENERAL NOTES1. PROPER INSTALLATION OF JOINT SEALANTS ISCRITICAL TO MEETING WALMART QUALITYASSURANCE STANDARDS. PROVIDE SEALANTS INACCORDANCE WITH DRAWINGS ANDSPECIFICATIONS. REFERENCE SECTION 07900 FORSEALANT SCHEDULE.
2. ALL JOINTS BETWEEN DISSIMILAR MATERIALSSHALL BE SEALED AS REQUIRED FOR A COMPLETEAND PROPER INSTALLATION, REGARDLESS OFWHETHER SHOWN ON THE DRAWINGS ORINDICATED IN THE SPECIFICATIONS. SUCH JOINTSNOT SHOWN OR SCHEDULED SHALL BE SEALEDWITH SEALANTS CONSISTENT WITH SPECIFIEDMATERIALS OR AS RECOMMENDED BY THEMANUFACTURER FOR THE SPECIFIC APPLICATION.
3. INTERIOR SEALANTS USED IN FOODPREPARATION AREAS SHALL MEET THEREQUIREMENTS FOR USE IN USDA REGULATEDFACILITIES.
SHEET NOTES1. ALL EXPOSED BUILDING INTERIOR CMUSURFACES TO BE SMOOTH FACE UNO REFER TOSECTIONS AND DETAILS FOR ADDITIONALINFORMATION.
2. ALL INTERIOR AND EXTERIOR PLANDIMENSIONS ARE TO FACE OF STUD/CMUUNLESS INDICATED OTHERWISE.
3. THE GROSS LEASABLE AREA: 62,459 SF
4. ROUTE ALL UTILITY SERVICE LINES (PIPESAND CONDUIT) WITHIN STUD WALLS WHEREVERPOSSIBLE. ON COOLER/FREEZER PANELS INFOOD PREP AREAS WHERE UTILITIES MUST BEEXPOSED, CONTRACTOR TO HAVE THE OPTIONOF THE FOLLOWING:A. SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OFPIPE/CONDUIT TO PANEL CONTINUOUSLY WITHSEALANT.B. INSTALL UTILITIES 1/2" OFF FACE OF PANELTO ALLOW FOR CLEANING; USE ONLY NON-CORROSIVE MATERIALS FOR SPACERS ANDANCHORS.C. COVER UTILITIES WITH 20 GAUGE STAINLESSSTEEL BENT PLATES MOUNTED TO WALL WITHNON-CORROSIVE ANCHORS; APPLY CONTINUOUSSEALANT ALONG EDGES AND JOINTS.
5. INSTALL CONTINUOUS USDA APPROVEDSEALANT AT ALL JOINTS BETWEEN MATERIALSON WALLS AND FLOORS IN FOOD PREPARATION,COOLER AND FREEZER AREAS.
6. PROVIDE STAINLESS STEEL TRIM TO CLOSEANY GAPS THAT ARE LEFT BETWEEN THE ENDCASES AND LONG CASE RUNS AFTER THE CASESARE SET IN THEIR FINAL POSITION.
7. REF A7 FOR SCHEDULE FINISH KEY.
8. REF CIVIL AND MECHANICAL FOR LOCATIONOF GREASE INTERCEPTOR.
9. SALES FLOOR TO HAVE POSITIVE AIRPRESSURIZATION: DASHED LINE INDICATESLIMITS OF AREA SEPARATION WALL BETWEENSALES FLOOR AND STOCKROOM/SERVICEAREAS. CONTRACTOR TO NEUTRALIZE SALESFLOOR AREA BY PROVIDING AN AIR TIGHT SEALAT THE DEMISING PARTITION WALLS ANDAROUND ALL PENETRATIONS BETWEEN SALESAND SERVICE AREAS. NEUTRALIZATION WALLSHOWN AS:
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:40:
01 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A1
FLOOR PLAN
073012
042712
TRH
64T
1" = 10'-0"1 FLOOR PLAN
KEYNOTES1.07 BALER/COMPACTOR; REF GA2 FOR
EQUIPMENT LEGENDS5.11 STEEL LADDER5.24 WRAP COLUMN UP TO 48" WITH STAINLESS
STEEL6.03 48" HIGH PLYWOOD WAINSCOT BEHIND 2x8
WOOD BASE6.04 PREFABRICATED FIBERGLASS
REFRIGERATION PIT REF 10-A9.16.05 SCHEDULE 40 PVC PIPE. PIPE SIZE NOTED
BESIDE KEYNOTE AND APPROXIMATE PIPELENGTH NOTED BELOW KEYNOTE REF 9-A9.1
6.17 PROTECTIVE SURFACING WITH INSIDE ANDOUTSIDE CORNER TRIM
9.10 PAINT 4" WIDE FLOOR STRIPES COLOR P5 AT12"OC, REF N1 FOR SIZE
9.13 PROVIDE 8'-0" HIGH x 4'-0" WIDE NRP PANELSBEHIND AND TO THE SIDE OF MOP SINK REFA7
9.60 PAINT COLUMN WITHIN FIXTURES REF 1-A7
A1.1
1
1
1
1
1
ISSUE BLOCK
1 REV#1 10.11.12
B
B
B
A
B
A
A
C
BALER
C
UP
1
1
2
2
2.5
2.5
3
3
4
4
5
5
6
6
7
7
8
8
9
9
A A
B B
C C
D D
E E
F F
G G
H H
SALES
CASH
ALCOVE
ELECTRICAL MECHANICALSTOCKROOM
RECEIVING
FREEZER
PRODUCECOOLER
PRODUCE PREPDAIRY COOLER
BAKERY PREPMEAT COOLER
SERVICE DELI
REFRIGERATION
BREAK ROOM
UPC
TRAINING
16.05
16.05
16.05
16.05 16.05
MG020MG011
1.111.11
TYP5.42
20'-6
3/4
"
CWDRD MC
CS
SD SD SD RB
WHEELCHAIR
20' -
5 1
/4"
19' - 9 1/2"8"
20' -
6 3
/4"
SS043D061
SS032
SS043
D009A
D009A
D037
D089A
D007
OF
SIN
K
18'-1
0"
SS004RL
D089B
D089A
D030
SANITIZERSTATION
DRY WEDGE
4' - 7 5/8"
10' -
7"
14' -
4 7
/8"
4' -
6 7/
8"8'
- 6
5/8"
2' -
2 7/
8"
9' - 6 3/8"
1/8"
3' -
8 1/
2"
9' - 6 3/8"
13' -
6 3
/8"
13' - 8"
1' - 8"
D089
5.42
5.425.42WITH NOSE LIGHT (DAIRY)
24'-0" MD MERCHANDISER
R146 R146R146R146
R11
8R
118
R11
8R
118
R11
8
R118
R146
R14
6R
146
R14
6R
146
R14
6
R146
R015GE
R015G
R015GE
R015GE
R015G
R015GE
R015G
R015GE
R015GE
R14
6R
146
R14
6R
146
R14
6R
146
R14
6R
146
R14
6R
146
R14
6R
146
R146R146R146R145R145R145R145R145R145
24'-0" MD DAIRY
REF NOTE #2TYP
1' -
1 5/
8"
7' - 6 3/8"
WIT
H N
OS
E L
IGH
T (D
ELI
)
24'-0
" MD
ME
RC
HA
ND
ISE
R36
'-0" M
D D
AIR
Y
TYP5.43
(2) WIDE ISLANDCOFFIN END WITHGLASS (DUAL TEMP)
GLA
SS
(DU
AL
TEM
P)
8'-0
" WID
E IS
LAN
DC
OFF
IN C
EN
TER
WIT
H
(4) WIDE ISLANDCOFFIN END WITHGLASS (DUAL TEMP)
GLA
SS
(DU
AL
TEM
P)
8'-0
" WID
E IS
LAN
DC
OFF
IN C
EN
TER
WIT
H
TYP5.43
GLA
SS
(DU
AL
TEM
P)
8'-0
" WID
E IS
LAN
DC
OFF
IN C
EN
TER
WIT
H
TYP5.43
5.42
NOSE LIGHT (DELI)
8'-0" MDMERCHANDISER WITH
52'-0
" MD
DE
LI
5.42
REF NOTE #2TYP
REF NOTE #2TYP
REF NOTE #2TYP
REF NOTE #2TYP
NOSE LIGHT (CAKE)
8'-0" MDMERCHANDISER WITH
TYP5.42
5.42
5.42
56'-0
" MD
DE
LI
WIT
H N
OS
E L
IGH
T (D
AIR
Y)
24'-0
" MD
ME
RC
HA
ND
ISE
R
36'-0" MD DELI
R145R145
92'-0" MD PRODUCE
16.05
MG003C
MG019: 9 GRAVITY SHELVING
MG012: 9 GLASS DOORS
B058
B019B019B019B019
SS021
B059BB059
D043
MOP SINKMG003C
SANITIZERSTATION
OF SINK
7'-6"
SS004RL
SS062SS043
B059BB059BB059B
B009AB009AB009A
B063G
1 15
/64"
16' -
9 3
/4"
50'-0
" MD
FR
ESH
ME
AT
SS062
P005
P019AMG003C
MOP SINKSANITIZERSTATION
SS022P019 P019A
OF SINK
4'-9"SS004RL
CART STORAGE RAILINGREF
16.05
16.05
REF NOTE #2TYP
REF NOTE #2TYP
B007B
D004
20' -
7 3
/4"
FRESH MEAT
8' - 0" MD
P004
24' -
0 3
/4"
R031R031R031
23' -
11
1/4"
24' -
0 3
/4"
ICE CREAM
2 DRSNARROW RI
ICE CREAM
2 DRS NARROW RI
TYP5.42
3' -
10 1
/4"
R03
1R
031
R03
1R
031
R03
1
R031R031R031
R031 R031 R031
21 D
RS
RI F
RE
EZE
R-F
RZ
FOO
DS
5' - 6"
3' -
10 1
/4"
21 D
RS
RI I
CE
CR
EA
M
R03
1R
031
R03
1R
031
R03
1
4' - 4 3/4"
UNO
EQUAL TYPAT END CASES
ICE CREAM
2 DRSNARROW RI
UNO
EQUAL TYPAT END CASES
TYP5.42
3' -
8 3/
4"
R03
6R
036
R03
6R
036
R03
6
42 D
RS
NA
RR
OW
BA
CK
TO
BA
CK
RE
AC
H IN
FR
EE
ZER
-FR
Z FD
S
R03
1R
031
R03
1R
031
R03
6R
036
R03
6R
036
R031 R031R031
R03
1R
031
R03
1R
031
19' -
8 3
/4"
6' - 2"
4' - 8 7/8"
8' - 10 1/2"ICE CREAM
2 DRSNARROW RI
FRZ FDS
2 DRSNARROW RI
FRZ FDS
2 DRSNARROW RI
TYP5.42
TYP5.42 TYP
5.42
ICE CREAM
3 DRSNARROW RI
TYP5.42
2' -
11 1
/4"
ICE CREAM
3 DRSNARROW RI
TYP5.42
4' - 6"
19 D
RS
RI I
CE
CR
EA
M
FRZ FDS
2 DRSNARROW RI
UNO
EQUAL TYPAT END CASES
UNO
EQUAL TYPAT END CASES
FRZ FDS
2 DRSNARROW RI
38 D
RS
NA
RR
OW
BA
CK
TO
BA
CK
RE
AC
H IN
FR
EE
ZER
-FR
Z FD
S
16' -
2"
19' -
8 3
/4"
5.42
FRZ FDS
2 DRSNARROW RI
8"8' - 10 1/2"
2' -
11 1
/4"
2' -
11 1
/4"
TYP5.42
FRZ FDS
2 DRSNARROW RI
19 D
RS
RI F
RE
EZE
R-F
RZ
FOO
DS
16' -
2"
19' -
8 3
/4"
1.5
1.5
3.5
3.5
4.5
4.5
5.5
5.5
6.5
6.5
7.5
7.5
8.5
8.5
A.5 A.5
B.5 B.5
C.5 C.5
E.5 E.5
D.5 D.5
F.5 F.5
G.5 G.5
REF NOTE #2TYP
REF NOTE #2TYP
48' -
0" M
D M
ER
CH
AN
DIS
ER
WIT
H N
OS
E L
IGH
T (B
EE
R)
15' -
10
1/4"
R14
6R
146
R14
6R
146
REF NOTE #2TYP
REF NOTE #2TYP
REF NOTE #2TYP
TYP5.42
HOT DELI CASE8'-0" MD
SELF SERVICE
R124
R047
SERVICE DELI
8' - 0"
A57
A58
A59
A510
SS021
D007D007A
D004
B.2 B.2
P007
MEN'S TOILET
PHARMACY
7 1/4"
9' -
8 1/
2"
4' - 7 5/8"
6' -
7 5/
8"
SITE TOSTORE
WOMEN'STOILET
PHARMACYTOILET
FAMILYTOILET
CUSTOMERSERVICE
FIRE RISER
MANAGER'SOFFICE
MG003C
MG005
MG004
MG010
GLASS CAN PET
-1 A5.1
GENERAL EQUIPMENT NOTESALL EQUIPMENT IS SUPPLIED BY WALMART, INSTALLED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTORTO MAKE FINAL UTILITY CONNECTIONS, UNLESS NOTED OTHERWISE.REFERENCE SPECIFICATIONS FOR REFRIGERATED AND HOT DISPLAY CASES FOR SUPPLIED BY, INSTALLED BY,AND FINAL CONNECT BY.OWNER TO SUPPLY SS FIXTURES BY UNIVERSAL STAINLESS IN THE FOLLOWING STATES: CO, IA, ID, IL, IN, KS, KY,MO, MI, MN, MT, ND, NE, NV, OH, OR, SD, UT, WA, WI, WY.REFERENCE SPEC SECTION 01645 FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENTLEGENDS.
EQUIPMENT NOTES1. REFERENCE SHEET A1 FOR EQUIPMENT LOCATION2. 3-COMPARTMENT, PREP SINKS AND MOP SINKS TO BE FURNISHED WITH FAUCETS WITH INTEGRAL CHECK
VALVES3. NOT USED4. QUANTITY AND TYPE BY WALMART. RACKS SHOWN ARE FOR POSSIBLE STORAGE AND PREP LOCATIONS5. EQUIPMENT SUPPLIED TO HAVE CLEAR COATED GALVANIZED EXTERIOR, WITH BLACK INTERIOR AND COLOR
BANDS6. WALMART TO SUPPLY SLICERS BY HOBART IN THE FOLLOWING STATES: AK, AL, AR, AZ, CO, CA, HI, IA, ID, IL,
IN, KS, KY, LA, MI, MN, MO, MS, MT, ND, NE, NM, NV, OH, OK, OR, SD, TN, TX, UT, WA, WI, WY7. NOT USED8. GENERAL CONTRACTOR TO INSTALL WALMART FURNISHED SOAP AND PAPER TOWEL DISPENSER. REF 6-A5
FOR MOUNTING LOCATION9. WALMART TO SUPPLY COMPACTORS AND BALERS BY JV MFG (CRAM-A-LOT), MARATHON EQUIPMENT CO, OR
PHILADELPHIA TRAMRAIL. REFERENCE GROCERY EQUIPMENT MANUAL FOR MODEL INFORMATION10. EQUIPMENT SUPPLIED BY WALMART11. EQUIPMENT INSTALLED BY EQUIPMENT SUPPLIER.12. EQUIPMENT INSTALLED BY WALMART
SHEET NOTES1. DIMENSIONS OF REFRIGERATED CASES ARE TO
THE OUTERMOST POINTS OF THE CASES;ENDCAPS AND BUMPERS ARE CONSIDEREDPART OF THE CASE, WHERE THEY OCCUR.DIMENSIONS ON THE FIXTURE PLANS ARE FORLAYOUT OF OWNER-FURNISHED ITEMS ONLYAND ARE NOT TO BE USED FOR LOCATION OFWALLS AND OTHER CONTRACTOR-BUILT ITEMS.
2. PROVIDE STEEL CLOSURE PANELS AT ALLVERTICAL GAPS AND HORIZONTAL GAPS 52" ORLOWER BETWEEN REFRIGERATED CASES,WALLS, AND/OR EQUIPMENT REF 13-A9.1 FORSTEEL CLOSURE PANEL DETAILS.
3. ALL FIXED (NON-MOVEABLE) EQUIPMENTINCLUDING SINKS, OVENS, AND REFRIGERATEDEQUIPMENT SHALL BE SEALED TO THE WALLS.BASE OR LEGS SHALL BE SET IN A BED OFSEALANT WITH EXCESS REMOVED. MOVEABLEEQUIPMENT SHALL NOT BE SEALED.
ABBREVIATION KEYCS COINSTAR
CWD CHECK WRITING DESK
MC MONEY CENTER EXPRESS
RB REDBOX
RD RUG DOCTOR
SD SOFT DRINK VENDING
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:40:
10 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A1.1
GROCERYFIXTURE
PLAN
073012
042712
TRH
64T
3/32" = 1'-0"1GROCERY FIXTUREPLAN
KEYNOTES1.11 ELECTRIC HANDICAP CARTS5.42 REFRIGERATED CASE CORNER PROTECTION
SUPPLIED BY WALMART, INSTALLED BYREFRIGERATION CONTRACTOR
5.43 REFRIGERATED CASE FLOOR MOUNTEDRAILING SUPPLIED BY WALMART, INSTALLEDBY REFRIGERATION CONTRACTOR
16.05 INSECT CONTROL UNIT TYPE NOTED BESIDEUNIT, REF N1 FOR LEGEND AND NOTES
GROCERY EQUIPMENT LEGENDSNO. QTY. DESCRIPTION NOTES
BAKERY EQUIPMENT LEGENDB007B 1 TABLETOP FRONT-LOAD BREAD SLICER ---B009A 3 WIRE STORAGE RACK (18X36IN) 4,12B019 4 BAKERY MOBILE RACKS 4,12B058 1 MOBILE CABINET ---B059 1 WALL MOUNTED WIRE SHELVING (18X48IN) ---B059B 4 WALL MOUNTED WIRE SHELVING (18X36IN) ---B063G 1 MINI ROTATING RACK OVEN (GAS) 11MISC. GROCERY EQUIPMENT LEGENDMG003C 4 WALK-IN COOLERS AND FREEZERS 10,11MG004 1 BALER 9,11MG005 1 SELF CONTAINED COMPACTOR 9,11MG010 1 RO WATER FILTRATION SYSTEM 11MG011 1 R/O WATER DISPENSER 11MG012 9 GLASS MERCHANDISE DOORS 10,11MG019 9 DEEP GRAVITY FLOW SHELVING 10MG020 1 ICE BAGGING MACHINE SYSTEM 11PRODUCE EQUIPMENT LEGENDP004 1 SCALE/LABLER ---P005 1 WRAPPER ----P007 1 PRODUCE MISTING SYSTEM ---P019 1 WALL MOUNTED WIRE SHELVING (18x48IN) ---P019A 2 WALL MOUNTED WIRE SHELVING (18x54IN) ---SERVICE DELI EQUIPMENT LEGENDD004 2 SCALE\LABLER ---D007 2 SLICER OR AUTO SLICER 6D007A 1 MOBILE STAND ---D009A 2 WIRE STORAGE RACKS (18x36IN) 4,12D030 1 MOBILE ROTISSERIE CART ---D037 1 WARMING CABINET ---D043 1 WORKTOP REFRIGERATOR ---D061 1 STACKED COMBI OVEN ---D089 1 WALL MOUNTED WIRE SHELVING (18X48IN) ---D089A 2 WALL MOUNTED WIRE SHELVING (18X54IN) ---D089B 1 WALL MOUNTED WIRE SHELVING (18X36IN) ---STAINLESS STEEL EQUIPMENT LEGENDSS004RL 3 HAND SINK 16X14 (14X10) WALL MOUNTED W/RHLH SPLASH 8SS021 2 3-COMPARTMENT 30X94 (18X24) WITH 18IN DB 2SS022 1 3-COMPARTMENT 30X106 (18X24) WITH 24IN DB 2SS032 1 TABLE 36X30 FLAT TOP WITH UNDERSHELF WITH CASTERS ---SS043 3 TABLE 48X30 WITH BACKSPLASH WITH UNDERSHELF ---SS062 2 TABLE 72X30 WITH BACKSPLASH WITH UNDERSHELF ---
GROCERY REFRIGERATED EQUIPMENT LEGENDNO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL NO. NOTES
REFRIGERATED AND HOT CASE LEGENDR015G 24' WIDE ISLAND COFFIN CENTER WITH GLASS HILL PHOENIX OWIZV 5R015GE 6 WIDE ISLAND COFFIN END WITH GLASS HILL PHOENIX OWEZV 5R031 106 NARROW REACH-IN FREEZER OR ICE CREAM HUSSMANN NSF 5R036 80 NARROW REACH-IN BACK TO BACK FREEZER OR ICE CREAM HUSSMANN RLNI 5R047 340' HIGH VOLUME SERVICE DELI HUSSMANN ESBDHV 5R118 58' MD FRESH MEAT HILL PHOENIX O5M-NRG5-E20 5R124 8' MD SELF SERVICE HOT DELI CASE CUSTOM DELI DILW-SS 5R145 92' MD PRODUCE OR CAKE OR BEER HILL PHOENIX O5DM-NRG 5R146 340' MD MERCHANDISER WITH NOSE LIGHT HILL PHOENIX O5DM-NRG 5
1
1
1
11
1
1
1
11
1
11
1
1
ISSUE BLOCK
1 REV#1 10.11.12
CERAMIC TILE (CT11)
CARPET (C1)
EXPOSED CONCRETE (EC-MEASUREDGLOSS)
FLOOR FINISHLEGEND
EXPOSED CONCRETE (EC)
NON-SLIP VINYL COMPOSITION TILE (VCT19)
VINYL COMPOSITION TILE (VCT9)
SHEET NOTES1. REFER TO SPEC SECTIONS 03310, 03312, 03361,AND 03362 FOR CONCRETE FLOOR REQUIREMENTS.
2. REFER TO A7 FOR SPECIFIED TILE COLORS BYROOM.
VCT/CARPET FLOORING
2"x1/8" ALUMINUMTRANSITION STRIP
FLAT HEAD COUNTER-SUNKANCHORS AT 12" 0C
CONCRETE FLOORING
DAIRY COOLERBAKERY PREP MEAT COOLER
FREEZER
PRODUCE PREPPRODUCECOOLER
RECEIVING
STOCKROOMMECHANICAL
ELECTRICAL
SERVICE DELI
REFRIGERATION
TRAINING
UPCBREAK ROOM
PHARMACY
ALCOVE
WOMEN'S TOILET
MEN'S TOILET
CASH
C1
CT11
VCT19
CT11
CT11
VCT19
VCT9
SALES
VCT19
VCT19
68' - 5 1/2"
6' -
4 3/
8"
85' - 8" 53' - 0"
14' -
0"
24' -
5"
135'
- 0"
45' - 0"
4' - 5"
53' - 4" 53' - 0"
TRANSITION STRIPREF SPECS
NO CARPETBENEATHCABINETS
FOR LOCATIONOF TRANSITIONREF
2A1.2
2A1.2
2A1.2
2A1.2
2A1.2
2A1.2
2A1.2
-2 A5.3
FOR LOCATIONOF TRANSITIONREF -2 A5.3
CORRIDOR
VCT9
EC
EC
VCT9
VCT9
EC
EC
EC
ECEC
EC
ECEC
EC
EC
EC
ECEC
EC
ECEC
EC
VCT9
PHARMACYTOILET
FAMILYTOILET
SITETO
STORE
CUSTOMERSERVICE
FIRERISER
MANAGER'SOFFICE
12" = 1'-0"2TRANSITION STRIP ATVCT/CARPET FLOORING
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:40:
17 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A1.2
FLOORFINISH PLAN
073012
042712
TRH
64T
1" = 10'-0"1 FLOOR FINISH PLAN
1
1
1
ISSUE BLOCK
1 REV#1 10.11.12
1 2 2.5 3 4 5 6 7 8 91.5 3.5 4.5 5.5 6.5 7.5 8.5
7.06 7.04
EXISTING ACCENTBAND SIDING,PAINT P101
EXISTING
EXISTINGCORRUGATEDMETAL PANELSTO BE REMOVED
7.62P15
1.017.06
EXISTINGCORRUGATEDMETAL PANELSTO BE REMOVED
EXISTING
7.62P15
EXISTING PLASTERFINISH, PAINT P101
7.04
EXISTINGACCENT BANDSIDING, PAINT
P101
EXISTING PLASTERFINISH, PAINT P101
P124P124 P124
NEW BIKERACKS, REF SP1
7.061.01P83
4.07EXISTING
P101
P1244.07
EXISTING
P101
REDBOXSOFT DRINKVENDING TYP
8.05EXISTING
8.05
EXISTING PLASTERFINISH, PAINT P101
8.048.04EXISTING
7.62EXISTING
P15
1A3
2A3
SLOPEDSIDEWALKBEYOND
125' - 0 3/32"TO PARAPET125'-0" +/- FV
132' - 0"TO PARAPET132'-0" +/- FV
125' - 0"TO PARAPET125'-0" +/- FV
100' - 0"FF EL 100'-0"
9A2
8A2
TYP
8A2
TYP
2A3
EQ EQ EQ
REF
REF
EQ31' - 10"EQ
NEW BIKERACKS, REF SP1
NEW BIKERACKS, REF SP1 NEW
RECYCLINGVENDINGMACHINES
120' - 0"BO SIGNAGE
-1 A2.1
SIGNAGE
22' - 3 1/2"
A2.13
119' - 6"BO SIGNAGE
-2 A2.1
4.09
EXIST
4.09
EXISTING
EXISTING ACCENTBAND SIDING,PAINT P101
4.07EXISTING
7.62P15
EXISTING
EXISTINGCORRUGATEDMETAL PANELSTO BE REMOVED
7.06
7.04 TYP7.06
EXISTING WOODVENEER TO BEREMOVED, TYP.
P101
EXISTING PLASTERFINISH, PAINT
P101 7.047.04P101
8.02P101
7.62
7.072A3
16.0416.04
SLOPEDSIDEWALKBEYOND
P101
ESTIMATED LINE OFEXISTING GRADE (FV)
P124P124
RAISEDPARAPETBEYOND7.04
P101
P124
P124SIM
124' - 0"TO PARAPET124'-0" +/- FV
100' - 0"FF EL
SHEET NOTES1. DOOR HOODS, HOLLOW METAL STEELDOORS, FRAMES, EXPOSED METAL FLASHING,AND EXPOSED MISCELLANEOUS STEEL SHALLMATCH ADJACENT BUILDING COLOR UN0. IFTHERE ARE TWO ADJACENT COLORS AT DOORSUSE THE BOTTOM COLOR FOR THE ENTIREDOOR.
2. CONTRACTOR TO PROVIDE PLYWOODBACKING FOR SIGNAGE AS SHOWN. PLYWOODBACKING TO EXTEND 1'-0" MIN BEYOND EDGESOF SIGN.
3. SAND ALL RUSTED EXTERIOR METALFRAMES AND RAILING. PREPARE SURFACE TORECEIVE NEW PAINT.
4. PRUNE BACK ALL LANDSCAPE AS NEEDEDFOR PAINTING ENTIRE WALLS.
5. REPAIR AND REPAINT TO MATCH EXISTINGAS REQUIRED; PATCH AND REPAIR ALL WALLJOINTS AND TUCK POINT ALL CMU AS REQUIREDPRIOR TO PAINTING.
6. REPAIR HAIRLINE CRACKS AS REQUIRED.REVIEW ALL CONTROL JOINTS AND REPLACESEALANT AS REQUIRED TO FILL VOIDS ORELIMINATE CRACK
7. PAINT TRANSITIONS THAT OCCUR ATCONTROL JOINTS.
4.09
EXISTING
4.09P101
EXISTING DOORAND FRAME TO BEREMOVED ANDREPLACED WITHNEW CMU INFILL.PAINT
P1014.09
P101EXISTING
2.02 42" 8.02P101
16.0416.04 4.35NEW CONCRETERETAINING WALL.REF STRUC
P101 4.09P101
P101
4A3
ESTIMATED LINE OFEXISTING GRADE (FV)
124' - 0"TO PARAPET124'-0" +/- FV
7.04 7.04P101
7.04
7.04P101
126' - 3"TO PARAPET126'-3" +/- FV
100' - 0"FF EL
7A2
A26
4.07P101
EXISTING
EXISTINGCORRUGATEDMETAL PANELS TOBE REMOVED
7.06
7.62P15
EXISTING7.62
8.02P101
8.02P101
4.09
EXISTING
NEWTRANSFORMER,REF ELEC.
8.02P101
EXISTING WINDOWAND FRAME TO BEREMOVED ANDREPLACED WITHNEW CMU INFILL.PAINT P101
EXISTING WOODVENEER TO BEREMOVED, TYP.
TYP7.06
EXISTING PLASTERFINISH, PAINT
P101TYP7.04TYP7.04
2.0242"
8.01
8.01
42"
NEW ELEVATEDCONCRETEWALK ANDRAMP AT TRUCKWELL, REF SP1.
16.0416.0416.0416.04
16.0416.04 7.0116.04
NEW CONCRETERETAINING WALL.REF STRUC
4.09P101
4.09
EXISTING4.21
2.022.02 3.06
7.07
3A3
5A3
124' - 0"TO PARAPET124'-0" +/- FV
126' - 3"TO PARAPET126'-3" +/- FV
P1017.04
P101
P101
7.04P101
P124P124P124
P101
TO MASONRY125' - 0"TO PARAPET125'-0" +/- FV
100' - 0"FF EL
2.16BEYOND
CONTINUOUS TOOLED SEALANTBEAD AT PERIMETER OF HOOD
18 GAUGE SHEETMETAL HOODCOVER WITHCLOSED ENDS
2"x2" DRAIN TROUGH
PROVIDE 18 GAUGE HOODSTIFFENER AT 2'-10" OCMAXIMUM. PROVIDE (3)3/16"x1 1/4" TAPCONANCHORS PER STIFFENER
3/16"x1 1/4"TAPCON ANCHORS.LOCATE 3" FROMEACH CORNER AND12" OC BETWEEN
1' - 0"
MASONRY
OPENING1' - 0
"
1' -
3"
8"
2"
3"
.
10' -
0"
AFF
SMOOTH FACE CMU
100'-0"FF EL
DOCK SEAL
SECTIONALOVERHEAD DOOR TYP
DOCK BUMPERS
SHEET METAL DOORHOOD PAINTED
MO
8'-8
"
A25
5A3
ACONTROL JOINT WITH BACKER RODAND SEALANT, TYP
CMU CONTROL JOINTS LOCATEDON STRUCTURAL DRAWINGS
PREFORMED CONTROL JOINT FILLER
B
VERIFY WITH SEALANT MANUFACTURERFOR CORRECT DEPTH
SEALANT TOOLED SMOOTH
BACKER ROD DIAMETER = 1.5xW
W
TYPICAL JOINT SEALANT DETAIL
CONTROL JOINT WITH BACKER RODAND SEALANT, TYP
1 1/2" WATER DRAINAGE EIFS
5/8" EXTERIOR GYPSUM SHEATHING
3/4"
3/4"
1 1/2" WATER DRAINAGE EIFS
5/8" EXTERIOR GYPSUMSHEATHINGUNLESS NOTEDOTHERWISE
3/4"
REF MANUFACTURER
NOTE:MODIFY DETAIL AS REQUIREDBY MANUFACTURER FOR WATERDRAINAGE EIFS
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:40:
30 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A2
EXTERIORELEVATIONS
073012
042712
TRH
64T
1" = 10'-0"1 FRONT ELEVATION
1" = 10'-0"2 SIDE ELEVATION
1" = 10'-0"3 REAR ELEVATION
1" = 10'-0"4 SIDE ELEVATION
KEYNOTES1.01 SIGNAGE2.02 CHAIN LINK FENCING (HEIGHT NOTED BESIDE
KEYNOTE)2.163.06 CONCRETE TRANSFORMER PAD. REF CIVILS FOR
LOCATION. COORDINATE SIZE, REINFORCING, ANDTHICKNESS WITH LOCAL UTILITY
4.07 BRICK VENEER4.09 SMOOTH FACE CMU4.21 24"X24" MASONRY OPENING AT GENERATOR CABLE
RACEWAY, BOTTOM AT 8" AFF4.35 40"x38" OPENING AT TRASH COMPACTOR, AT BOTTOM
OF OPENING IS 42" AFF7.01 SHEET METAL DOOR HOOD PAINTED. REF 5-A27.04 METAL PARAPET COPING7.06 WATER DRAINAGE EXTERIOR INSULATION AND FINISH
SYSTEM7.07 ROOF LINE BEYOND7.62 METAL AWNING8.01 SECTIONAL OVERHEAD DOOR TYP8.02 HOLLOW METAL DOOR AND FRAME8.04 AUTOMATIC ENTRANCE DOORS8.05 ALUMINUM STOREFRONT16.04 EXTERIOR LIGHT FIXTURE
FINISH LEGENDP15 SUMMIT GRAY SW#7669P83 COBBLE BROWN SW#6082P101 EXTERIOR DROMEDARY CAMEL SW#7694P124 MEADOWLARK SW#7522
3/4" = 1'-0"5 DOOR HOOD
1/8" = 1'-0"6 DOCK DOOR ELEVATION
1 1/2" = 1'-0"7 CONTROL JOINT
6" = 1'-0"8 EIFS GROOVE
6" = 1'-0"9 EIFS DRIP EDGE
1
1
1
ISSUE BLOCK
1 REV#1 10.11.12
SIGNAGE SCHEDULE
TOTAL AREAQTY COLOR INDIVIDUALAREA
53.63
1
Pharmacy
Walmart
241.89
241.89
TOTAL FRONT SIGNAGE
TOTAL BUILDING SIGNAGE
SF SF
SF
1
GREEN
WHITE
SF
SIGNAGE LOCATION
FRONT SIGNAGE
53.63
Spark 1
188.26 SF 188.26 SF
YELLOWNeighborhood Market
1 WHITE
PHARMACY SIGNAGE
188.26 S.F.INTERNALLY ILLUMINATED
23' - 11 3/8"
18' - 4 7/8" 11 1/2" 4' - 6 7/8"
7' -
10 3
/8"
9 5/
8"3'
- 6"
8"2'
- 10
3/4
"
1' -
6 7/
8"
TYP60°
5A2.1
53.63 SQ.FT.
15' - 3 7/8"
3' -
6"
2' -
6"
5A2.1
SIM
ELECTRICAL PENETRATION (TYP)FIELD VERIFY EXACT LOCATIONS
SIGN MOUNTING LOCATION (TYP)FIELD VERIFY EXACT LOCATIONS
ALTERNATE SIGN MOUNTINGLOCATION (TYP)FIELD VERIFY EXACT LOCATIONS
NOTE TO SIGN INSTALLER:ALL PRIMARY MOUNTING HOLES MUST BE UTILIZED. IF MOUNTING THROUGH PRIMARY HOLE IS OBSTRUCTED BYREBAR, METAL STUDS, CHANNELS, OR OTHER MISC METAL, SEAL PRIMARY HOLE IN SIGN CAN AND MOUNTTHROUGH THE NEAREST ALTERNATE MOUNTING HOLE. PRIMARY HOLES ARE INDICATED WITH PREDRILLED HOLESTHROUGH WASHERS. ALTERNATE HOLES ARE INDICATED WITH WASHERS ONLY OR ARE OTHERWISE MARKED.
ROOF LINE
JOIST BEARING ELEVATION LINE
REF BLDG ELEVATIONSBO SIGN
5A2.1
TYP
GROMMETS PLACED IN EACH CORNER, AND AS INDICATED ABOVEEYEBOLTS FOR ATTACHMENT PROVIDED AND LOCATED BY SIGNAGE INSTALLER
OPENING!GRAND
10' -
6"
1' -
6"5'
- 0"
1' -
6"
2' -
6"2'
- 6"
1' - 6" 10' - 0" 1' - 6"
3' - 2" 3' - 8" 3' - 2"
4' -
0"4'
- 0"
3' - 6" 6' - 0" 3' - 6"
1/2" FLEX CONDUIT 20' LONGSUPPLIED IN SIGN CAN-CONTINUOUS THROUGHPARAPET BY SIGN CONTRACTOR
FULL BED OF MULTI-COMPONENTSEALANT AT PERIMETER OFCONDUIT BY SIGN CONTRACTOR
TO JUNCTION BOX REFELECTRICAL BYBUILDING GENERALCONTRACTOR
3/8" X 4" LAG BOLT LOCATE PER SIGNLAYOUT BY SIGN CONTRACTOR
SIGN CAN WITH .080 ALUMINUMBACKING BY WALMART
1" NEOPRENE/SS BONDED WASHERAND NUT PROVIDED IN BED OFCONTINUOUS MULTI-COMPONENTSEALANT PROVIDED BY WALMARTINSTALLED BY SIGN CONTRACTOR
REF BLDG ELBO SIGNAGE
2 X 10 WOOD BLOCKINGBY GENERAL BUILDINGCONTRACTORCOORDINATE LOCATIONWITH SIGN CONTRACTOR
1 1/2" WATER DRAINAGE EIFS ON5/8" EXTERIOR GRADE PLYWOODSHEATHING BY BUILDING GENERALCONTRACTOR
1/4"
EXISTING FRAMING
PVC SPACER TO PREVENTCOMPRESSION OF EIFS, 3/4" OUTERDIAMETER AND 5/8" INSIDE DIAMETERBY SIGN CONTRACTOR
1/4"
1/2" FLEX CONDUIT 20' LONGSUPPLIED IN SIGN CAN-CONTINUOUS THROUGHPARAPET BY SIGN CONTRACTOR
FULL BED OF MULTI-COMPONENTSEALANT AT PERIMETER OFCONDUIT BY SIGN CONTRACTOR
3/8" X 4" LAG BOLT LOCATE PER SIGNLAYOUT BY SIGN CONTRACTOR
PILL CABINET WITH .080 ALUMINUMBACKING BY WALMART
1" NEOPRENE/SS BONDED WASHERAND NUT PROVIDED IN BED OFCONTINUOUS MULTI-COMPONENTSEALANT PROVIDED BY WALMARTINSTALLED BY SIGN CONTRACTOR
PVC SPACER TO PREVENTCOMPRESSION OF EIFS, 3/4" OUTERDIAMETER AND 5/8" INSIDE DIAMETERBY SIGN CONTRACTOR
NOTE: SIGNAGENOT ILLUMINATEDAT SIM CONDITION
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:40:
35 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A2.1
EXTERIORSIGNAGEAND MISCDETAILS
073012
042712
TRH
64T
1/4" = 1'-0"13'-6" NEIGHBORHOODMARKET SIGN
1/4" = 1'-0"2 2'-6" PHARMACY
1
1/4" = 1'-0"3
NEIGHBORHOODMARKET SIGNMOUNTING DIAGRAM
1/4" = 1'-0"4GRAND OPENINGBANNER
1 1/2" = 1'-0"5 SIGN ATTACHMENT
ISSUE BLOCK
1 REV#1 10.11.12
SHEET NOTES1. REF STRUCTURAL FOR ORIENTATION AND
MEMBER TYPE.2. REF STRUCTURAL FOR GIRT LOCATIONS.3. REF STRUCTURAL FOR FOUNDATION DESIGN
INFORMATION.4. REF STRUCTURAL FOR GROUT FILL
REQUIREMENTS IN MASONRY AT STRUCTURALCONNECTIONS.
5. REF SHEET A7 FOR FINISH SCHEDULE AND FINISHKEY.
H
NEW CONCRETE SIDEWALKREF SP1
1/2" PMEJ WITH SEALANT
EXISTING CONCRETE FLOORSLAB WITH NEW VCT FLOORINGREF A1.2
EXISTING AUTOMATICENTRANCE DOORS
EXISTING METAL CANOPYREF A2 FOR FINISH
+/- FIELD VERIFY
EXISTING WOOD STRUCTURE
NEW ROOFINGSYSTEM
EXISTING MASONRYWALL BEYOND
EXISTING CMU WALL
NEW 1 1/2" WATERDRAINAGE EIFS ON5/8" GYPSUM BOARD
NEW SIGNAGEREF ELEVATIONS
PATCH AND REPAIREXISTING FRAMINGAS NEEDED FORINSTALLATION OFNEW EIFS
TO EXISTING PARAPET
100' - 0"FF EL
EXISTING BOS114' - 0"
132' - 0"
A29
EXISTING FRAMING
WATERPROOFINGMEMBRANE
A4.115
A4.12
OH
REF BLDG EL
120' - 0"BO SIGNAGEREF BLDG EL
A2.15
4" X 4" JUNCTION BOX. ATTACHEDTO UNISTRUT BY BUILDINGGENERAL CONTRACTOR
CONTINUOUS UNISTRUT. ATTACHAT 48" OC WITH 6x6 STEEL PLATEWITH (4) 1/2" MASONRYEXPANSION ANCHORS. SET PLATEIN FULL BED OF SEALANT. NOTE,UNISTRUT MAY BE ABOVE ORBELOW WIRE PENETRATION BYBUILDING GENERAL CONTRACTOR
3/4" CONDUIT TO PANELBOARD REF ELECTRICAL
4" X 4" JUNCTION BOX. ATTACHEDTO WALL BY BUILDING GENERALCONTRACTOR
H
EXISTING CMU WALL
NOTE:SIM CONDITION ATSIDE WALL WHERETHERE IS NO CANOPY
EXISTING METAL CANOPYREF A2 FOR FINISH
EXISTING WOODSTRUCTURE
NEW ROOFINGSYSTEM
NEW 1 1/2" WATERDRAINAGE EIFS ON5/8" GYPSUM BOARD
PATCH AND REPAIREXISTING FRAMINGAS NEEDED FORINSTALLATION OFNEW EIFS
EXISTING CMU WALL
116' - 0"BO PANEL
+/- FIELD VERIFY
EXISTING WOOD VENEERREF A2 FOR FINISH
100' - 0"FF EL
A29
EXISTING FRAMING
WATERPROOFINGMEMBRANE
A4.12
OH
NEW CONCRETE SIDEWALKREF SP1
1/2" PMEJ WITH SEALANT
EXISTING CONCRETEFLOOR SLAB WITHNEW VCT FLOORINGREF A1.2
A4.114
125' - 0"REF BLDG ELTO EXISTING PARAPET
1
EXISTING CMU WALL
EXISTING WOODSTRUCTURE
NEW ROOFINGSYSTEM
NEW 1 1/2" WATERDRAINAGE EIFS ON5/8" GYPSUM BOARD
PATCH AND REPAIREXISTING FRAMINGAS NEEDED FORINSTALLATION OFNEW EIFS
EXISTING CMU WALL
BO PANEL
+/- FIELD VERIFY
FF EL
EXISTING FRAMING
WATERPROOFINGMEMBRANE
116' - 0"
A4.114
A4.12
OH
A29
100' - 0"
NEW CONCRETE SIDEWALKREF SP1
1/2" PMEJ WITHSEALANT
EXISTING CONCRETEFLOOR SLAB
NEW CONCRETEFLOOR SLAB REF D1
125' - 0"REF BLDG ELTO EXISTING PARAPET
B
100' - 0"FF EL
98' - 7 11/16"FF EL
FINISHGRADE VARIES
NEW 8" SMOOTHFACE CMU
NEW CONCRETESIDEWALKREF SP1
1/2" PMEJ WITHSEALANT
NEW CONCRETEFLOOR SLAB
A99
1/2" GYPSUMBOARD ON 6"METAL STUDSAT 16" OC
EXISTINGWOODSTRUCTURE
NEWROOFINGSYSTEM
A4.12
OH
A4.113
126' - 0"REF BLDG ELTOM
BATTINSULATIONREF SPECS
OH
4
95' - 8 1/32"TO SLAB
VARIES REF SP2
TRUCK DOCK SLABREF STRUCTURAL
1/2" PMEJ WITH SEALANT
DOCK BUMPERS
DOCK LEVELER AND PITREF STRUCTURAL FORCONC BLOCK OUT
MANUAL SAFETY GATEAND WALL BRACEINSTALLED BEYOND PERMFR RECOMMENDATIONS.REF SPECIFICATIONS
DOCK SEAL
RECEIVING
1A8
A82
108' - 8"MO
LIGHT FIXTUREBEYONDREF ELECTRICAL
CONTINUOUSSEALANT AROUNDLIGHT FIXTURE BASE
6" METAL STUDS AT 16" OC
BATT INSULATIONREF SPECS
8" SMOOTH FACE CMU
NEW ROOFING SYSTEM
EXISTING WOODSTRUCTURE BEYOND
TOMA4.1
2OH
TRUCK LIGHTS MOUNTEDBETWEEN DOORS. REFELECTRICAL FOR SPECIFICMOUNTING HEIGHT ANDLOCATION. REF 6-A3 FORMOUNTING DETAIL
SECTIONAL DOORTRACK AND ASSEMBLY
100' - 0"FF EL
FACE OF BUILDING
SECTIONAL OVERHEADDOOR
SMOOTH FACE CMU JAMBRETURN
MANUAL SAFETY GATE INOPEN POSITION BEYOND
123' - 11 5/8"REF BLDG EL
A4.113
4"
(4) 3/8" DIAMETER THREADED RODSSET IN EPOXY ADHESIVE WITH 4 1/2"EMBEDMENT INTO GROUT FILLEDCMU MATCH HOLE PATTERN ONLIGHT FIXTURE MOUNTING PLATE
CMU CELLS TO BE FILLED SOLID WITHGROUT
EXTERIOR WALL
SWING ARM LIGHT FIXTUREAND MOUNTING BRACKET
EXTERIOR INTERIOR
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:40:
41 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A3
EXTERIORWALL
SECTIONS
073012
042712
TRH
64T
3/4" = 1'-0"1 FRONT WALL SECTION 3/4" = 1'-0"2 FRONT WALL SECTION
3/4" = 1'-0"3 SIDE WALL SECTION 3/4" = 1'-0"4 REAR WALL SECTION
3/4" = 1'-0"5WALL SECTION AT DOCKLEVELER
1 1/2" = 1'-0"6
TRUCK DOCK LIGHTFIXTURE MOUNTINGBRACKET
1
1
1
1
ISSUE BLOCK
1 REV#1 10.11.12
ROOF LEGENDEXHAUST FAN
RTU
EXISTING RTU
AHU
CONDENSER
SHEET NOTES1. REFER MECHANICAL DRAWINGS FOR VENTS ANDFLUE LOCATIONS. REF 3,4-A4.1
2. PROVIDE CRICKET AT ALL MECHANICALEQUIPMENT, RTU'S, ETC. INSTALL TAPERED
INSULATION TO ACHIEVE MIN 1/4 INCH PER FOOTSLOPE TO PROVIDE POSITIVE DRAINAGE AROUNDUNITS
3. PROVIDE BLOCKING AS REQUIRED TO MAINTAIN 8"OF THE CURB ABOVE ROOF AT CRICKETS
4. REFER TO SHEET A7 FOR SCHEDULE FINISH KEY
5. REFER TO MECHANICAL DRAWINGS FOR ROOFTOP EQUIPMENT DEMOLITION
6. PATCH AND REPAIR ALL ROOF TOPPENETRATIONS IN ACCORDANCE WITH ROOFINGIMPROVEMENTS
7. PROVIDE WALK PADS AT ALL ROOFTOPEQUIPMENT
8. ALL DIMENSIONS ARE TO BE FIELD VERIFIED.NOTIFY ARCHITECT OF ANY MAJOR CHANGES.
ROOF IMPROVEMENTS
1. RE-COVER THE EXISTING ROOF SYSTEM WITH AMECHANICALLY FASTENED 60-MIL TPO MEMBRANEOVER 1.0-INCHES OF ISO INSULATION USING AMAXIMUM SHEET WIDTH OF EIGHT FEETINSTALLED TO MEET THE INTENT OF FM I-90RECOMMENDATIONS.
2. REMOVE WET INSULATION AND REPLACE ANYROTTED WOOD PLANKS. INSTALL APPROPRIATEFIRE BARRIER AND SPECIFIED INSULATION.MECHANICALLY ATTACH PER THEMANUFACTURER'S RECOMMENDATIONS.
3. REMOVE ALL LOOSE WATERPROOFINGMEMBRANE. REMOVE METAL CAP AND METALPANELS. REMOVE THE CANT AT THE BASE OF THEPARAPET WALLS. PROVIDE NEWWATERPROOFING AS SPECIFIED, FULLY ADHEREDTO WALL ON ¼-INCH DENSDECK PRIME WHEREASPHALT BASED FLASHINGS WERE PRESENT.INSTALL NEW METAL PANELS AND METAL COPING
4. REMOVE EXISTING COUNTERFLASHINGS.PROVIDE NEW COUNTERFLASHINGS ASSPECIFIED.
5. EXPOSED TREATED LUMBER NAILERS SHALL BEINSPECTED AND REPLACED AS NECESSARY ASDIRECTED BY OWNER.
6. REMOVE EXISTING SCUPPERS. PROVIDE NEWSCUPPERS TO MATCH EXISTING. INSTALL PRE-FINISHED METAL COMPATIBLE TO WELD TO THEMEMBRANE.
7. PROVIDE NEW BLOCKING UNDER GAS ANDCONDUIT LINES. PROVIDE STRAPS AS SPECIFIED.PROVIDE PROTECTION PADS AS SPECIFIED.MAXIMUM BLOCK SPACING SHALL BE 10 FT FORLINES 3" AND SMALLER AND 7 FT. FOR LINESLARGER THAN 3". BLOCKING SHALL BE PLACEDWITHIN 12" OF EACH ELBOW ON EACH SIDE OFTHE ELBOW AND WITHIN 12" OF EACH UNIT.FASTEN MEMBRANE PADS TO BLOCKING.
8. CONTRACTOR SHALL VERIFY SQUARE FOOTAGEOF THE ROOF AND ALL FIELD CONDITIONS.
9. CONTRACTOR SHALL PROVIDE A SF COST TOREPLACE DAMAGED WOOD DECKING.
10. CONTRACTOR TO REMOVE THE ABANDONEDROOF CURBS, CONDUIT PENETRATIONS AND SOILSTACKS. VOID TO BE FILLED WITH NEW DECKINGTO MATCH EXISTING AND INSULATION TO MATCHDEPTH OF ADJACENT INSULATION. TOP OF NEWINFILL INSULATION SHOULD BE FLUSH WITHEXISTING INSULATION ON ALL SIDES INPREPARATION FOR NEW ROOF SYSTEM.
11. A MOISTURE SURVEY MUST BE CONDUCTEDPRIOR TO INSTALLATION OF NEW ROOF SYSTEM
1
1
2
2
2.5
2.5
3
3
4
4
5
5
6
6
7
7
8
8
9
9
A A
B B
C C
D D
E E
F F
G G
H H
1.5
1.5
3.5
3.5
4.5
4.5
5.5
5.5
6.5
6.5
7.5
7.5
8.5
8.5
A.5 A.5
B.5 B.5
C.5 C.5
E.5 E.5
D.5 D.5
F.5 F.5
G.5 G.5
B.2 B.2
A4.19
TYP
PROVIDE WALK PADS ATALL RTU AND AHULOCATIONS. REF 9-A4.1
ROOF HATCHREF 9 - A4.1FOR WALKWAYPADS
NEW INTERNAL JIBCRANE REF
14A4.1
13A4.1
14A4.1
14A4.1
14A4.1
13A4.1
SIM
13A4.1
SIM
13A4.1
SIM
13A4.1
SIM
13A4.1
13A4.1
13A4.1
SIM
15A4.1
61' - 0"
24' -
0"
12' -
0"
58' - 6"
EXISTING CANOPIESTO REMAINTYP
P15
SATELLITE DISHREF 5-A4.1
MIN
8'-0
"
MIN
8'-0"
EXISTING ACCENTBAND SIDINGBELOW, TYP
ENHANCED ROOF MEMBRANEFASTENERS AT PERIMETERPER FM I-90, TYP
5A6.2
A4.116
OH
-10 A4.1
6A4.1
TYP
7A4.1
TYP
8A4.1
TYP
EX
ISTI
NG
RO
OF
SLO
PE
MIN
1/4
" PE
R F
OO
T
SLOPE
+5.00"
NEWTAPERED
INSULATION
ABOVE BASEINSULATION
+4.00"
NEWTAPERED
INSULATION
ABOVE BASEINSULATION
+4.00"
NEWTAPERED
INSULATION
ABOVE BASEINSULATION
+4.00"
NEWTAPERED
INSULATION
ABOVE BASEINSULATION
SLOPESLOPE
SLOPESLOPESLOPE
SLOPE
SLOPE
TAPERED INSULATIONREFTYP
-3 A4
A42
TYP
FM I-90
FM I-90
FM I-90
FM I-90
FM I-90
EXISTING INTERNALROOF DRAIN SYSTEMTO REMAIN
EXISTING INTERNALROOF DRAIN SYSTEMTO REMAIN
EXISTING INTERNALROOF DRAIN SYSTEMTO REMAIN
EXISTING INTERNALROOF DRAIN SYSTEMTO REMAIN
ENHANCED ROOF MEMBRANEFASTENERS AT PERIMETERPER FM I-90, TYP
ENHANCED ROOF MEMBRANEFASTENERS AT PERIMETERPER FM I-90, TYP
ENHANCED ROOF MEMBRANEFASTENERS AT PERIMETERPER FM I-90, TYP
14' - 0"
12' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT60" MIN13' - 0"
11' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT48" MIN
19' - 0"
13' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT72" MIN
19' - 0"
ECLIPSE SCREENSYSTEM; HEIGHT72" MIN
13' -
0"
13' - 0"
11' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT48" MIN
14' - 0"
12' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT60" MIN
13' - 0"
11' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT48" MIN
14' - 0"
12' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT60" MIN
13' - 0"
11' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT48" MIN
14' - 0"
11' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT60" MIN
13' - 0"
11' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT48" MIN
13' - 0"
11' -
0"
ECLIPSE SCREENSYSTEM; HEIGHT48" MIN
16' - 0"
13' -
0"
ECLIPSE SCREEN SYSTEM; PROVIDE 3'-0" MIN CLEARSPACE AROUND RTU PER MANUFACTURER'SRECOMMENDATION (TYPICAL AT SCREENS); HEIGHT60" MIN. FACTORY FINISH COLOR TO MATCH
21' - 0"
13' -
0"
P124
17' - 0"
13' -
0"
22' - 0"
13' -
0"
+5.00"
NEWTAPERED
INSULATION
ABOVE BASEINSULATION
NOTE: THEPERIMETER ISREQUIRED TO HAVEENHANCEDFASTENING. THEPERIMETERMUST BE ATTACHEDWITH HALF SHEETSAND INTERMEDIATEBATTEN STRIPS.THE INSIDE ANDOUTSIDE CORNERATTACHMENTS MUSTBE FURTHERENHANCED.REFER TOREQUIREMENTS FORFM 1-90 ROOFS ANDMANUFACTURERSSPECIFICREQUIREMENTS.
HALFSHEETS
FULLSHEET
PARAPETWALL
ENHANCED FASTENERSARE REQUIRED AT ALLINSIDE AND OUTSIDECORNERS
BATTENANDCOVERSTRIPS
8'-0" MIN
8'-0
" MIN
2"Fill
2"Fill
2"Fill2"Fill
BASE INSULATION / PER SPECS4'-0"TYP
SURFACE OFTAPEREDINSULATIONSLOPE 1/4" PERFOOT TOWARDVALLEY
SURFACE OF BASEINSULATION SLOPEWITH STRUCTURE AT1/4" PER FOOT
2"2"
2"V
AR
IES
+0.5"
+2.5"
+4.5"
+6.5"
+8.5"
VALLEY
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:40:
46 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A4
ROOF PLAN
073012
042712
TRH
64T
1" = 10'-0"1 ROOF PLAN 1/8" = 1'-0"2 FM 1-90 UPLIFT DETAIL
1 1/2" = 1'-0"3TAPERED INSULATIONDETAIL
1
1
ISSUE BLOCK
1 REV#1 10.11.12
FASTENER AND PLATE
FACE OF WALL
STRUCTURE (VARIES)INSULATION
1" CONTINUOUS TERMINATION BARWITH DRIVE PIN OR SCREWANCHORS AT 12" OC
FULLY ADHERED WATERPROOFINGMEMBRANE
HEAT WELD OR ADHESIVE ATTACH TO ROOF
ROOF MEMBRANE
CONTINUOUS EDGE SEALANT IF REQUIREDBY MANUFACTURER
PLYWOOD AND TREATED 2X4BLOCKING (AT STUD CONNECTIONONLY)
SIM
2 1/
2" T
YP
3 1/
2" A
T
RTU
GASKET AS REQUIRED BYRTU MANUFACTURER
FULLY ADHEREDFLASHING MEMBRANEEXTEND UP AND OVERTOP OF CURB
CONT EDGE SEALANT ASREQUIRED BY MANUFACTURER
ROOF MEMBRANE
INSULATION
MANUFACTUREDMETAL CURB
INSULATION
FASTENER ANDPLATE
PROVIDE 14 GAUGEDECK SUPPORTCLIP
MUNTERS UNITS
#12x1-1/2" SS SCREWSWITH NEOPRENE/SSBONDED WASHER AT12" OC
FULLY ADHEREDFLASHING MEMBRANEEXTEND UP AND BEHINDMETAL COUNTER FLASHINGCONT EDGE SEALANT ASREQUIRED BY MANUFACTURERROOF MEMBRANE
INSULATION
MANUFACTUREDMETAL CURB
INSULATION
FASTENER ANDPLATE
PROVIDE 14 GAUGEDECK SUPPORTCLIP
NEOPRENE TAPEGASKET
COUNTER FLASHINGLOCATE WALKWAYPADS WITHIN 3"OF STEEL FRAMING
WALKWAY PADSSPACED 3" APARTLOCATED ON ALL 4SIDES OF AHU ANDREFRIGERATION HOUSE
PROVIDE CRICKET AT ALL MECHANICALEQUIPMENT, RTU'S, ETC. INSTALLTAPERED INSULATION TO ACHIEVE MIN 1/4 INCHPER FOOT SLOPE TO PROVIDE POSITIVE DRAINAGEAROUND UNITS.
LOCATEWALKWAY PADSWITHIN 3" OFSTEEL FRAMING
WALKWAY PADSSPACED 3"APART LOCATEDON ALL 4 SIDESOF CONDENSERRACKS
STEEL FRAMINGREF STRUCTURAL
NOTE: CUT WALKWAY PAD SECTIONSAT 10' MAX LENGTH. REF MFR FORADDITIONAL INFORMATION.
NOTE: FOR ROOF PENETRATIONSLOCATED WHERE WALKWAY PADSARE INSTALLED, TRIM WALKWAYPADS 4" FROM EDGE OF ROOFPENETRATION FLASHING BEFOREPAD INSTALLATION.
NOTE: DO NOT INSTALL WALKWAYPADS UNTIL ROOF PENETRATIONFLASHINGS ARE COMPLETE.
WALKWAY PADS SPACED3" APART LOCATED ONALL 4 SIDES OF RTU,PROVIDE DOUBLE ROWON ACCESS SIDE OFUNIT AS SHOWN, VERIFYLOCATIONS IN FIELD
WALKWAY PADSSPACED 3"APARTADJACENT TOROOF HATCH
WALKPAD
ROOF HATCH RTU AHU AND REFRIGERATION EQUIPMENT CONDENSOR RACKS
VARIES
5'-0
"M
IN T
YP
WHERE APPROVED BY LOCALJURISDICTION WRAP PIPE WITHMEMBRANE
STANLESS STEEL DRAWBAND
PLACE CONT SEALANT UNDERPIPE FLASHING NEAR BANDAND PIPEMOLDED PIPE FLASHING
HEAT WELD OR ADHESIVEATTACH TO ROOF
GLASS FIBER INSULATION
NOTE: FOR ELECTRICALPENETRATIONS USEURETHANE RUBBER SEALSYSTEM.
NOTE: WHEN PENETRATIONIS LARGER THEN 6"REF MANUFACTURERSPECIFICATIONS.
STORM COLLARREF MECHANICAL
FLASHINGREF MECHANICAL
ROOF MEMBRANE
ROOFINSULATION
GLASS FIBERINSULATION
FLUEREF MECHANICAL
FASTENERTYPICAL
NOTE: PROVIDE ROOFPENETRATION INACCORDANCE WITHMANUFACTURER'SINSTRUCTIONS.
8" M
INIM
UM
1" MINIMUM
GRID
GLASS FIBERINSULATION
COLUMNREF STRUC
STEEL COLUMNREF STRUC
MOLDED PIPEFLASHINGREF 3-A4.1
EXISTINGROOFMEMBRANE
STEEL PLATEREF STRUC
EXISTINGCOLUMNREF STRUC
1'-0"
6 5/8"
1 1/2" 1 1/2"
EXISTINGSTRUCTUREREF STRUC
STEEL PIPE SUPPORTREF STRUCTURAL
CONTINUOUS SEALANT
DRAW BAND
FLASHING MEMBRANE
STEEL ANGLEREF STRUCTURAL
MIN
IMU
M
10"
SHEET NOTES1. ROOF DETAILS ARE DESIGNATED TO PROVIDETYPICAL CONDITIONS AS CALLED OUT ON PLAN ORTO PROVIDE INFORMATION, AS APPLICABLE TOCONSTRUCTION AS REQUIRED FOR NEW ROOFPENETRATIONS OR EXISTING REPAIRS.
2. GC TO COORDINATE WITH ROOF SYSTEM/ROOFCOMPONENT MANUFACTURER TO COORDINATEAND APPLY THE APPLICABLE MATERIALS FOR NEWPENETRATIONS, FLASHING AND REPAIR ASREQUIRED. MATERIALS AND CONSTRUCTION TOMEET ROOF MATERIAL MANUFACTURER'SRECOMMENDATIONS.
PREMANUFACTURED ALUMINUMROOF HATCH AND CURB
4' - 0"
REFER TO STRUCTURALFOR REINFORCING ATNEW OPENING
NEW ROOF MEMBRANE OVER1" MECHANICALLY ATTACHEDRIGID INSULATION OVEREXISTING ROOF
3' - 0"
4' -
6"
2' -
6"
5' - 0"
11' - 0"
PRE-MANUFACTUREDJIB CRANE
ROOF ACCESS CURB
ROOF
7' - 0"
3' - 6"
11' -
0"
6' -
0"5'
- 0"
2' -
0"2'
- 0"
PRE-MANUFACTURED JIBCRANE
4' - 0" x 4' - 0" ALUMINUM ROOFHATCH
1'-0" x 2'-8" x 3/8" EQUIPMENTPADS, FULL LENGTH OFSUPPORT, ATTACH TO ROOFWITH DOUBLE SIDED SEAM TAPE
30" x 30" x 3/8" EQUIPMENTPADS FOR ROOF PROTECTION
12A4.1
A4.111
METAL PARAPETCOPING
5/8" EXTERIORPLYWOOD SHEATHING
EXTEND MEMBRANEBELOWNAILER AND SECURE
TREATED 2x WOODNAILER
GASKETEDFASTENERSSEESPECIFICATIONSFOR SPACING
CONTINUOUSMETAL CLEAT
WATERPROOFINGMEMBRANE
EXISTINGFRAMINGS
EXISTING CMU WALL
5/8" EXTERIORPLYWOOD SHEATHING
NEW 1 1/2" WATERDRAINAGE EIFS
METAL PARAPETCOPING
WOOD FIBER TAPEREDEDGE STRIP
EXTEND MEMBRANE BELOWNAILER AND SECURE
TREATED 2x WOODNAILER
GASKETED FASTENERSSEE SPECIFICATIONSFOR SPACING
1/4"x4" MASONRY SCREWANCHOR AT 12" OC STAGGERD
CONTINUOUS METAL CLEAT
WATERPROOFING MEMBRANE
6"
4"
NOTE:SIM AT EXISTINGCMU WALL
EXISTING CMU WALL
NEW 1 1/2" WATERDRAINAGE EIFS ON5/8" GYPSUM BOARD
PATCH AND REPAIREXISTING FRAMINGAS NEEDED FORINSTALLATION OFNEW EIFS
METAL PARAPETCOPING
EXTEND MEMBRANEBELOW NAILER ANDSECURE
TREATED 2x WOODNAILER GASKETED
FASTENERSSEE SPECIFICATIONSFOR SPACING
CONTINUOUSMETAL CLEAT
WATERPROOFINGMEMBRANE
5/8" EXTERIORPLYWOODSHEATHING
ROUT 1/8" CHAMFERIN PLYWOODSLOPE 1/4" PER 1'-0"
METAL PARAPETCOPING
SMOOTH FACE CMU
SPLIT FACE CMU
CONTROL JOINT
WATERPROOFINGMEMBRANE
CORNER WATER PROOFINGMEMBRANE
CONTINUOUS TOOLEDSEALANT BETWEENPARPAET COPING ATJOINT
1 1/2" = 1'-0"2 FLASHING MEMBRANE
1 1/2" = 1'-0"7 ROOF TOP UNIT CURB 1 1/2" = 1'-0"8 MUNTERS UNIT CURB
12" = 1'-0"9PAD LAYOUT(TYP ALL UNITS)
1" = 1'-0"3 PENETRATION 1" = 1'-0"4 FLUE PENETRATION
1" = 1'-0"5SATELLITE DISHPENETRATION
1" = 1'-0"6PENETRATION ATCONDENSER SUPPORT SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:40:
52 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A4.1
ROOFDETAILS
073012
042712
TRH
64T
1 1/2" = 1'-0"12 JIB CRANE SECTION 1/2" = 1'-0"11JIB CRANE SIDEELEVATION
1/2" = 1'-0"10 JIB CRANE PLAN
1 1/2" = 1'-0"14 PAPRAPET SECTION 3" = 1'-0"13 PARAPET SECTION
1 1/2" = 1'-0"15 PARAPET SECTION
1 1/2" = 1'-0"16 PARAPET STEP
1/4" = 1'-0"1 NOT USED
ISSUE BLOCK
SHEET NOTES1. STUD WALL DIMENSIONS ARE TO FACE OFSTUD CMU UNO
2. ROUTE ALL UTILITY SERVICE LINES (PIPES ANDCONDUIT) WITHIN STUD WALLS WHEREVERPOSSIBLE. ON COOLER/FREEZER PANELS INFOOD PREP AREAS WHERE UTILITIES MUST BEEXPOSED, CONTRACTOR TO HAVE THE OPTIONOF THE FOLLOWING:A. SURFACE MOUNT UTILITIES WITH NON-
CORROSIVE ANCHORS; SEAL BOTH SIDES OFPIPE/CONDUIT TO PANEL CONTINUOUSLYWITH SEALANT.
B. INSTALL UTILITIES 1/2" OFF FACE OF PANELTO ALLOW FOR CLEANING; USE ONLY NON-CORROSIVE MATERIALS FOR SPACERS ANDANCHORS.
C. COVER UTILITIES WITH 20 GAUGE STAINLESSSTEEL BENT PLATES MOUNTED TO WALLWITH NON-CORROSIVE ANCHORS; APPLYCONTINUOUS SEALANT ALONG EDGES ANDJOINTS
3. INSTALL CONT USDA APPROVED SEALANT ATALL JOINTS BETWEEN MATERIALS ON WALLS ANDFLOORS IN FOOD PREPARATION COOLER ANDFREEZER AREAS
4. PROVIDE FIRE-RETARDANT TREATEDPLYWOOD BACKBOARD(S) FOR ENERGYMANAGEMENT REFRIGERATED CASE INPUTMODULE MOUNTING. COORDINATE EXACTLOCATION OF BACKBOARD PRIOR TOINSTALLATIONREF SHEET EM1
5. REF D1 AND MEP SHEETS FOR ALL SLOPEDFLOOR TO DRAIN LOCATIONS.
GENERAL NOTES1. PROPER INSTALLATION OF JOINT SEALANTS ISCRITICAL TO MEETING OWNER'S QUALITYASSURANCE STANDARDS. PROVIDE SEALANTSIN ACCORDANCE WITH DRAWINGS ANDSPECIFICATIONS. REFERENCE SECTION 07900FOR SEALANT SCHEDULE
2. ALL JOINTS BETWEEN DISSIMILAR MATERIALSSHALL BE SEALED AS REQUIRED FOR ACOMPLETE AND PROPER INSTALLATION,REGARDLESS OF WHETHER SHOWN ON THEDRAWINGS OR INDICATED IN THESPECIFICATIONS. SUCH JOINTS NOT SHOWN ORSCHEDULED SHALL BE SEALED WITH SEALANTSCONSISTENT WITH SPECIFIED MATERIALS OR ASRECOMMENDED BY THE MANUFACTURER FORTHE SPECIFIC APPLICATION.
3. INTERIOR SEALANTS USED IN FOODPREPARATION AREAS SHALL MEET THEREQUIREMENTS FOR USE IN USDA REGULATEDFACILITIES
4. REF SHEET N1 FOR FLY TRAP LEGEND ANDSCHEDULE.
5. WM FURNISHED AND INSTALLED ITEMSSHOWN AS DASHED UNO.
8 9
B
C
8.5
B.5
149A
B.2MEAT COOLER
147
SERVICE DELI149
6.03
A96
SIM
A95
A9.11
ABOVEWALK-IN
6.033.13
G3
BOS
G3
BOS
TYP5.54
9.349.34
4A6.3
A6 BOS
G6
BOSG6
BOS
T6
BOS
GC TO FURNISH ANDINSTALL SS CLOSUREPANEL BETWEENCOOLER AND WALLAND PROVIDECONTINUOUSSEALANT AT JOINTREF -13 A9.1
9.33
9.33
15.07
6' - 4 3/4"
A5
5
T6
BOS
V3
10
8' - 3 7/8" 11' - 3 1/8"
1' - 2"
- 4A
94
3/4"
34' -
1"
RE
F
18' -
10"
3' - 1
3/4"
8' -
3 7/
8"
U610
U610
G6BOS
G6BOS 6.17
4' -
5 1/
2"
6.17
ABOVEWALK-IN
SIM
A9.12
SIM
6 7
B
6.5
B.5
148A
B.2
6' -
0"4'
- 10
"
FREEZER124
DAIRY COOLER123
BAKERY PREP148
3.13
A9.11
G3
BOSABOVEWALK-IN
G3
BOS
G3
BOSABOVEWALK-IN
ABOVEWALK-IN
GC TO FURNISH ANDINSTALL SS CLOSUREPANEL BETWEEN COOLERAND PROVIDECONTINUOUS SEALANT ATJOINT REF -13 A9.1
TYP5.54
3.133.13
TYP3.13
G3
BOSABOVEWALK-IN
G3BOS
ABOVEWALK-IN
A9.11
5.54
5.54
6.03 A6
GC TO FURNISH ANDINSTALL SS CLOSUREPANEL BETWEENCOOLER AND WALLAND PROVIDECONTINUOUSSEALANT AT JOINTREF -13 A9.1
15.09 15.09
6.17 6.17
3A6.3
2' -
6 1/
2"
3' - 2" MOP SINK
V3 10
9.33
9.33
9.13-4 A9REF
7' - 5 1/2"U6
10
T6BOS
2A6.3
20' - 11"
4' -
2 1/
4"
A6
TYP6.03
4' - 7 3/4"
15.07
A9.12
SIM
5
B
4.5 5.5
B.5
143A
B.2
7' -
0"3'
- 10
"
3.13
PRODUCECOOLER
144PRODUCE PREP
143
3.133.13
A95
A95 OH
REF
4' - 9"
-4 A9
5' -
8"
T6T6
1A6.3
3' - 1 7/8"
2' -
1"V3 10
MOP SINK
4A6.3
G3
BOSABOVEWALK-IN
G3BOS
ABOVEWALK-IN
TYP5.54
9.349.34
A9.13
TYP9.33
SOAPDISPENSER
PAPERTOWELDISPENSER
HANDSINK
TYPICAL (WALL MOUNTED)
SEAL TOWALL
WO
RK
ING
HE
IGH
T
2'-8
"2" MIN 3'-6
"
3'-1
0"
NOTE:REFFOR BLOCKING AT WALLMOUNTED HAND SINK
-4 A9
7
B
FREEZER
6.5
7.30
6' - 9"
15' -
1"
9 1/
8"
4' -
0"4'
- 5"
10A9
10A9
10A9
10A9
BOLLARDMOUNTING PLATEREF -6 A9.1
PLASTIC TRANSITIONSTRIP AT PERIMETEROF FREEZER SLABREF -10 A9
7
B
6.5
FREEZER10' H
34' - 4"
15' -
6"
5 1/
8"
6' - 10"
6' -
6"
60X90 SLIDING DOORW/ STRIP CURTAIN
6
B
6.5
B.5
1' - 2 3/4"
CLEAR OPENING
23' - 1 5/8" 1' - 2 5/8"
25' - 7"
1' - 8"
6' -
6"
9 3/
8"19
' - 2
"
DAIRY COOLER10' H
4' -
0"
3' -
11 7
/8"
12'-6" HIGHWALK-IN PANEL
12'-6" HIGHWALK-IN PANEL
60X90 SLIDINGDOOR W/ STRIPCURTAIN
6' - 7"
3 1/
2"6"
6' -
8"36X90 DOOR W/STRIP CURTAIN
B.2
8
B
8.5
B.5
25' - 7" 2' - 0"
MEAT COOLER10' H
8 5/
8"15
' - 2
"4
5/8"
4 3/
4"
6' -
2"
48X90 DOOR W/STRIP CURTAIN
60X90 SLIDINGDOOR W/ STRIPCURTAIN
B.2
6' -
6"5
B
4.5
B.5
7 3/
8"
15' -
4"
8 5/
8"
22' - 10"
4' - 11"
PRODUCECOOLER
10' H
72X90DOUBLEACTINGDOOR
B.2
4' -
8"
SCB79'
- 4"
6"
4' - 0" 4' - 0"
END CAP
A B
STAINLESS STEEL BACKSPLASH SIZE
PANEL LENGTH HEIGHTA 4'-0" 9'-4"B 4'-0" 9'-4"
DESCRIPTION
STAINLESS STEEL BACKSPLASHACCESSORIES
QUANTITYEND CAPS (7') 3DIVIDERS (7') 2CLOSURE ANGLE (7') 3
EXHAUSTHOOD
CEILING ASSCHEDULED
DIVIDER BAR
TOP OF SANITARYCOVE BASE
END CAP
BOTTOM OF STAINLESSSTEEL BACKSPLASH TOSTART 6" AFF
SS BACKSPLASH AND TRIM FURNISHEDBY EXHAUST HOOD SUPPLIER ANDINSTALLED BY GC PER MFRRECOMMENDATIONS
SS CLOSUREANGLE TYP
NRP1REF FINISHSCHEDULE
ANSUL
NOTE:GC TO FIELD MODIFY BACKSPLASH TRIM.ACCESSORY TRIM PIECES TO STOP AT TOPOF SANITARY COVE BASE AND BOTTOM OFCLOSURE ANGLES
1' - 6"
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:40:
59 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A5
ENLARGEDPLANS
073012
042712
TRH
64T
KEYNOTES3.13 6" WIDE x6" HIGH CONTINUOUS CONCRETE
CURB WITH SMOOTH HAND TROWEL FINISHAT BASE OF COOLER/FREEZER BOX. REF4-A9.1
5.54 32" GALVANIZED STEEL BOLLARD, 4" ODFURNISHED BY OWNER, INSTALLED BY GC
6.03 48" HIGH PLYWOOD WAINSCOT BEHIND 2x8WOOD BASE
6.17 PROTECTIVE SURFACING WITH INSIDE ANDOUTSIDE CORNER TRIM
7.30 HATCHED AREA INDICATES EXTENT OFINSULATED FREEZER FLOOR
9.13 PROVIDE 8'-0" HIGH x 4'-0" WIDE NRP PANELSBEHIND AND TO THE SIDE OF MOP SINK REFA7
9.33 BUILDING TAPE INSTALLED PRIOR TOINSTALLATION OF SANITARY COVE BASE
9.34 1/2" GYPSUM BOARD INSTALLED TO FACE OFWALK-IN AS INDICATED ON PLANS.FASTENERS NOT TO EXCEED 1 1/2" INLENGTH
15.07 EXHAUST HOOD REF MECHANICAL15.09 EXPOSED WALK-IN PANEL
1/4" = 1'-0"2 ENLARGED FLOOR PLAN 1/4" = 1'-0"3 ENLARGED FLOOR PLAN
1/4" = 1'-0"4 ENLARGED FLOOR PLAN 1/2" = 1'-0"6 HAND SINK ELEVATION
1/8" = 1'-0"1 UNDERSLAB PLAN
1/8" = 1'-0"8ENLARGED WALK-INPLAN AT FREEZER
1/8" = 1'-0"9ENLARGED WALK-INPLAN AT DAIRY COOLER
1" = 10'-0"10ENLARGED WALK-INPLAN AT MEAT COOLER
1/8" = 1'-0"7
ENLARGED WALK-INPLAN AT PRODUCECOOLER
1/4" = 1'-0"5BACKSPLASH ATEXHAUST HOOD
1
1
ISSUE BLOCK
1 REV#1 10.11.12
B
SHEET NOTES1. STUD WALL DIMENSIONS ARE TO FACE OFSTUD CMU UNO
2. ROUTE ALL UTILITY SERVICE LINES (PIPES ANDCONDUIT) WITHIN STUD WALLS WHEREVERPOSSIBLE. ON COOLER/FREEZER PANELS INFOOD PREP AREAS WHERE UTILITIES MUST BEEXPOSED, CONTRACTOR TO HAVE THE OPTIONOF THE FOLLOWING:A. SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS; SEAL BOTH SIDES OFPIPE/CONDUIT TO PANEL CONTINUOUSLY WITHSEALANT.B. INSTALL UTILITIES 1/2" OFF FACE OF PANEL TOALLOW FOR CLEANING; USE ONLY NON-CORROSIVE MATERIALS FOR SPACERS ANDANCHORS.C. COVER UTILITIES WITH 20 GAUGE STAINLESSSTEEL BENT PLATES MOUNTED TO WALL WITHNON-CORROSIVE ANCHORS; APPLY CONTINUOUSSEALANT ALONG EDGES AND JOINTS
3. INSTALL CONT USDA APPROVED SEALANT ATALL JOINTS BETWEEN MATERIALS ON WALLS ANDFLOORS IN FOOD PREPARATION COOLER ANDFREEZER AREAS
4. PROVIDE FIRE-RETARDANT TREATEDPLYWOOD BACKBOARD(S) FOR ENERGYMANAGEMENT REFRIGERATED CASE INPUTMODULE MOUNTING. COORDINATE EXACTLOCATION OF BACKBOARD PRIOR TOINSTALLATION, REF SHEET EM1
5. REF D1 AND MEP SHEETS FOR ALL SLOPEDFLOOR TO DRAIN LOCATIONS.
GENERAL NOTES1. PROPER INSTALLATION OF JOINT SEALANTS ISCRITICAL TO MEETING OWNER'S QUALITYASSURANCE STANDARDS. PROVIDE SEALANTSIN ACCORDANCE WITH DRAWINGS ANDSPECIFICATIONS. REFERENCE SECTION 07900FOR SEALANT SCHEDULE
2. ALL JOINTS BETWEEN DISSIMILAR MATERIALSSHALL BE SEALED AS REQUIRED FOR ACOMPLETE AND PROPER INSTALLATION,REGARDLESS OF WHETHER SHOWN ON THEDRAWINGS OR INDICATED IN THESPECIFICATIONS. SUCH JOINTS NOT SHOWN ORSCHEDULED SHALL BE SEALED WITH SEALANTSCONSISTENT WITH SPECIFIED MATERIALS OR ASRECOMMENDED BY THE MANUFACTURER FORTHE SPECIFIC APPLICATION.
3. INTERIOR SEALANTS USED IN FOODPREPARATION AREAS SHALL MEET THEREQUIREMENTS FOR USE IN USDA REGULATEDFACILITIES
4. REF SHEET N1 FOR FLY TRAP LEGEND ANDSCHEDULE.
5. WM FURNISHED AND INSTALLED ITEMSSHOWN AS DASHED UNO.
3 4 5
H
3.5 4.5
G.5
SD SD SD
HC CART HC CART
1.11TYP OF (2)
MG020REF -1 A1.1
MG011-1 A1.1REF
COINSTAR
REDBOX
WHEELCHAIR EQ 6' - 1 1/2" EQ EQ 6' - 1 1/2" EQ
TYP
OF
(4)
3' -
0 1/
4" TYP
OF
(4)
1' -
6"
EAS PEDESTAL(TYP)
TYP5.57
CART STORAGE RAILING
4' -
1"
11' - 11" 16' - 0" 6' - 9"
16' -
3"
12' -
3"
1 2 2.5
H
1.5
G.5110A
102A
A5.1
6
A5.1
7
CHECK WRITINGDESK FURNISHEDBY WALMARTINSTALLED BY GC
RUG DOCTORFURNISHED BYWALMARTINSTALLED BY GC
MONEYCENTEREXPRESS
19' -
3"
101A
SITE TO STORE110
CASH102
CUSTOMERSERVICE
101
8' - 8 1/2"
9 5/8"
7' -
4 1/
2"
SAFEBY WM
8' -
6" 12A9.2
A5.1
5 A6
9TYP6.11
6.11
A6A6
A613
2' -
7"
GC PROVIDEDMILLWORKREF -9 A9.2
EQUIPMENT PROVIDEDBY WALMART
ELECTRICALPANELS
KEYMACHINEGC PROVIDEDMILLWORKREF -1 A9.2
PAYMENTTERMINAL
PAYMENTTERMINAL
PRINTER
PHONE
MONITOR
HAND-HELDSCANNER
SCANNER
SCANNER
PRINTERMONITOR
HAND-HELDSCANNER
SCANNER
TYP6.03
TYP6.03
C613
FINISHEDEND
C6
11
C3 11
TYP7.05
6.11
6.176.17
1A6.2
2A6.2
3A6.2
101A
G3
8 9
A
8.5
A.5
109A
106A
108A
107A
A9.2
14 UPC RACKSYSTEM
UPC106
BREAK ROOM109
TRAINING108
MANAGER'SOFFICE
107
24' - 8" 20' - 3"
13' -
10
3/4"
9' -
10"
11' - 2 5/8" 9' - 4"
H6
9
2' -
1" FILES BYWALMART
PRINTER
A9.2
11
C3
9
D3
9
7' -
11 3
/4"
7' -
4"
7' - 0"
9"
5.525.52
TELXON RACKBY WALMART
REFRIGERATORBY WALMART
LOCKERS BYWALMART
COAT RACKBY WALMART
G3
9
PAYSTUB KIOSKBY WALMART
TIME CLOCKBY WALMART
A6
BOS
A6
BOS
A6
BOSA6 BOS
C3BOS
C3BOS
TYP6.11
TYP6.11
12A9.2
12A9.2
D3 9
D3
9
FILES BY WALMART
PHARMACY LOCKBOX TOBE LOCATED ABOVELIGHT SWITCH AT 60" AFF
C6
BOS
C6
BOS
TYP6.11
TYP7.05
TYP7.05
2' -
9"
9"
PRINTERSTORAGECABINET
5.52
TYP6.03
TYP6.03
TYP6.03
H39
H39
A5.13A
DO NOT INSTALLLAMINATE WAINSCOTBEHIND MILLWORK
1 2
B
1.5
B.5
122A
121B
B.2ELECTRICAL
121MECHANICAL
122
1' -
2"
6"
A914
5' -
6 1/
2"
MO
3' -
4"7'
- 4"
19' - 10" 19' - 4 1/2"
5' -
11 3
/4"
G3
A6
A6
A69
A6
A6
A6
A6
6.126.12
TYP6.03
TYP6.03
5.52
7A6.2
121A
3' - 7"
3' -
6"
5' - 6"
A7
4
B6
PL213/16
SECTION A1/2" = 1'-0"
SECTION B3" = 1'-0"
6" METAL STUD AT EACH SIDEOF TUBE ATTACHED WITH #5SELF-TAPPING SCREWS AT 12"OC
1/2"x6"x10" BASE PLATESECURED TO CONCRETE WITH(4) 3/8" DIAMETER EXPANSIONANCHORS WITH MINEMBEDMENT OF 2 1/2".
4"x4"x3/16"x8'-6" HSS WALL BRACE
1/2" GYP BOARD
PLASTIC LAMINATE
6" METAL STUD TRACK
4"x4"x3/16"x8'-6"HSS WALL BRACE
1/2" GYPSUM BOARD
CONTINUOUS SEALANT ATTOP OF BASE
1x WOOD BLOCKING
1/2" GYPSUM BOARD
SE
CTI
ON
A
PL21
B6
SECTION B
HSS HSS
ELEVATION1/2" = 1'-0"
HSS WALL BRACE
PLASTIC LAMINATE
ATTACH LAST STUDTO ADJACENT WALLWITH (2) #10 TEKSCREWS AT 24" OCVERTICALLY ANDCONTINUE TOPTRACK OVER LASTSTUD
FACE OFADJACENT WALL
4"x4"x3/16"x8'-6"HSS WALL BRACE
REF PLAN
4' - 6" 5"
9' -
0"
4' -
0"
6".
1". 4".
1".
1".
4".
4".
1".
10".
FASTEN MILLWORK TOCMU NEAR THETOP-CENTER OF EACHTRASH BIN AREA WITH(1) 1/4" X 2" SLEEVEANCHOR
OMIT WALL BASEBEHIND TRASH BINPORTION OF MILLWORK
SMOOTH FACE CMU
FASTEN RUGDOCTORTO CMU WITH (2)1/4" X 2" SLEEVEANCHORS
9
A.5
3 5/8" METAL STUDS
1/2" PLYWOOD
EXISTING PILASTERTO REMAIN
EXISTING EXTERIORWALL TO REMAIN
FIELD VERIFY
7 5/8"
1/2" PLYWOOD
3 5/8" METAL STUDS
1/2" GYPSUMBOARD
1/2" GYPSUMBOARD
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:41:
07 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A5.1
ENLARGEDPLANS
073012
042712
TRH
64T
KEYNOTES1.11 ELECTRIC HANDICAP CARTS5.52 32" CORE DRILLED GALVANIZED STEEL
BOLLARD 4" OD REF 8-A9.15.57 32" STAINLESS STEEL BOLLARD, 4" OD
FURNISHED BY OWNER, INSTALLED BY GC6.03 48" HIGH PLYWOOD WAINSCOT BEHIND 2x8
WOOD BASE6.11 48" HIGH PLASTIC LAMINATE WITH ALUMINUM
METAL EDGE TRIM AT EXPOSED EDGES6.12 96" HIGH PLYWOOD WAINSCOT6.17 PROTECTIVE SURFACING WITH INSIDE AND
OUTSIDE CORNER TRIM7.05 BATT INSULATION
1/4" = 1'-0"1ENLARGED VESTIBULEFLOOR PLAN
1/4" = 1'-0"2CUSTOMER SERVICEPLAN
1/4" = 1'-0"3ENLARGED BREAKROOM/UPC PLAN
1/4" = 1'-0"4
ENLARGEDELECTRICAL/MECHANICALFLOOR PLAN
1/2" = 1'-0"5 PRIVACY WALL 1/4" = 1'-0"6CHECK WRITING DESKELEVATION
1/4" = 1'-0"7RUG DOCTORELEVATIONS
1 1/2" = 1'-0"3A PILASTER FURRING1
ISSUE BLOCK
1 REV#1 10.11.12
SHEET NOTES1. INTERIOR PLAN DIMENSIONS SHALL BE TOFACE OF STUD/CMU UNO
2. PROVIDE BATT INSULATION FOR SOUNDPROOFING IN TOILET ROOM PARTITIONS
3. REF SHEET A5.3 FOR FIXTURE HEIGHTS ANDCLEARANCES
4. SEAL PERIMETER OF ALL TOILETS ANDURINALS TO WALLS AND FLOORS. SEALPERIMETER OF SINKS TO WALLS. SEAL ALLTOILET ACCESSORIES AT FINISH WALL
5. COORDINATE SURFACE MOUNTED ORRECESSED HAND DRYER WITH BATHROOMPRODUCTS SUPPLIER
6. REF SHEET A7 FOR FINISH LEGEND
1
F
G
1.5
F.5
A5.3 15
16
17
18
4A5.2
A5.3
7
8
9
10
A5.3
11
12
13
14
105A
103A
104A
1"16
"-18
" CLE
AR
12' -
5"
12' -
1"
1' -
6"2'
- 11
"3'
- 1"
1' -
7"16
"-18
" CLE
AR
4' -
1"7'
- 10
1/2
"
4' - 0"
5' -
5 1/
4"5'
- 5"
MEN'S TOILET104
WOMEN'S TOILET103
ALCOVE126
PHARMACYTOILET
FAMILY TOILET105
3' - 3"
3' - 3"
EQ
EQ
TYP7.05
A5.2
5
REF -1 PH1
11 1/2" 9' - 0"
1' -
4"10
' - 1
0 5/
8"5'
- 0
3/8"
25' -
0"
TOP OF OPENINGAT 8'-0" AFF
6.236.23
6.236.23
6.236.23
TYP6.17
60" X 60" CLEARAND LEVEL FLOORSPACE
30" X 48" CLEAR ANDLEVEL FLOOR SPACE
U3
9 HC
T6 11
T6T6
9
G6
4"
TYP6.17
30" X 48" CLEAR ANDLEVEL FLOOR SPACE
TYP6.17
16"-18" CLEAR 1"
1"
1' - 5"
1' - 1 5/8"
A72HC
G6 9
9.449.44
1' - 3 5/8" 19' - 8"
20' - 11 5/8"
20' - 11 5/8"
TYP6.17
TYP6.17
TYP6.17
TYP
HC
HC
HC
HC
HC
30" X 48" CLEAR ANDLEVEL FLOOR SPACE
30" X 48" CLEAR ANDLEVEL FLOOR SPACE
TYP7.05
60" X 60" CLEARAND LEVEL FLOORSPACE
60" X 60" CLEAR ANDLEVEL FLOOR SPACE
A5.2
5
T6
9
T6
A6
T6
9
T6
9
V6
9
U3 9
T6
9
T6
9
U3 9
T6
9
T6
A6
4A6.2
G611
TOP OF OPENINGAT 8'-0" AFF
1
F
G
1.5
F.5
A5.33
SIM
A5.33
SIM
A5.34
TYP
A5.36B
TYP
A5.36B
TYP
2A5.3
2A5.3
2A5.3
TRANSITION STRIP
COVE BASE
FACE OF WALL FINISH
START FIRSTCOURSE OF TILEAT EDGE OF STRIP
CUT TILE AT WALL
6AA5.3
TYP
COVE BASE
FACE OF WALL FINISH
START FIRSTCOURSE OF TILEAT EDGE OF STRIP
CUT TILE AT WALL
COVE BASE
FACE OF WALL FINISH
START FIRSTCOURSE OF TILEAT EDGE OF STRIP
6AA5.3
TYP
A5.34
TYP
A5.34
TYP
VCT 19
VCT9
F
G
1.5
F.5
10.0410.10
10.22
10.2310.2610.12
10.06
10.13
10.03
2' -
11 5
/8"
2' -
10"
4 1/
4"
1' - 6" 1' - 2" 2' - 4" 2' - 8"
1' -
3"
1" 1' - 0"
6"
16"-
18" C
lear
1"
4' -
7"1'
- 6"
2' -
11"
3' -
1"1'
- 7"
4' -
7"1'
- 0
3/8"
16"-
18" C
LEA
R
6"
3' - 3"
3' - 3"
8"
2' -
5 1/
4"3'
- 2
3/4"
3' -
0"
5"
2' - 10"
3' - 3"
10.04
10.10
10.2210.2310.26
10.03
10.27
1' - 6" 1' - 2" 2' - 4" 2' - 8"5' - 1 5/8"
1' - 1"
10.24
10.10
10.06
10.04
10.12
10.22
10.26
1' -
5"2'
- 2"
1' -
9"1"
2' - 3"
3' -
4"1"
16"-18" CLEAR1"
3' - 5 1/2"
1" 1' - 5"
PHARMACYTOILET
FAMILY TOILET
WOMEN'S TOILET
MEN'S TOILET
A5.26
HC
VERTICAL GRAB BAR
36" GRAB BAR
ROUGH-INREF -5 A5.3
10.31
1' -
0"
1' -
3"
10.12
HC
HC
VERTICALGRAB BAR36" GRAB BAR
TYP10.06
TYP10.07
1' -
0"
10.31FACE OF WALLFINISH, TYP
FACE OF WALLFINISH, TYP
HC
10.31
10.03
REF
HC
-1 PH1
ROUGH-INREF -5 A5.3
RO
UG
H-IN
RE
F- 5A
5.3
1' -
1"
10.23
24" AFF
42" GRAB BAR
42" GRAB BAR
36" GRAB BAR 6"
INSTALL PLYWOODBLOCKING AT GRABBARS, TYP
1' -
0"
1"42" GRAB BAR
VERTICAL GRAB
NOTE: DIMENSIONS SHOWN TOFINISHED FACE OF WALL FINISH TOFACE OF STUDS 1" AS INDICATED
2' - 0"
7' - 6"
STEEL STUDSAT 16" OC MAX
STEEL STUDSAT 16" OC MAX
1/2"
PLY
WO
OD
BA
CK
ING
BY
WID
TH O
F S
INK
S
4' -
0"
METAL STUDFRAMING
RE
F TO
ILE
TTI
LE E
L
NOTE: LAVATORY PROFILE VARIES AT SIM
MIRROR
PORCELAIN TILE ON 1/2" GLASSMAT BACKER MATERIAL
SOLID SURFACE LAVATORY
STAINLESS STEEL APRON
SANITARY FLOOR MOLDING
FLOOR TILE
3' -
3"
TOIL
ET
PA
PER
18" M
IN
1"2' -0" MIN
7"-9" 3"
MIN
3' - 6"
MAX
1' - 0"
3' - 6" MAX
TOP
OF
SE
AT
1' -
6"
2' -
10"
GRAB BARS (INSTALL PLYWOODBACKING IN WALLS)
TOILET PAPER HOLDER
SANITARY NAPKIN DISPOSAL
18"
GRAB BARS (INSTALL PLYWOODBACKING IN WALLS)
42"
6"6"
ACCESSIBLE STALL
1 1/
2" M
IN C
LEAR
CO
AT
HO
OK
IN H
C S
TALL
4' -
0" T
OP
OF
COAT HOOK
NOTE: NO NAPKINDISPOSAL AT MEN'STOILET
NOTE: NO STALLPARTITION ATFAMILY TOILET3' - 3"
1"
1' - 6" 1' - 6 3/4"
1"
1' - 6" 4' - 1 1/4"
TOP
OF
SE
AT
1' -
4"
RIM
1' -
3"
TOP
OF
SE
AT
1' -
6"
RIM
1' -
5"1
1/2"
MIN
MIN
3' - 0"
6"
MIN
1' - 0"
TOILET SEAT COVER DISPENSER
STAINLESS STEEL TOILETCOMPARTMENTS
CHILD SAFETY SEAT
TOILET PAPER HOLDER
GRAB BARS (INSTALL PLYWOODBACKING IN WALLS)
GR
AB
BA
R
2' -
10"
GRAB BARS (INSTALL PLYWOODBACKING IN WALLS)
18"
36"
NOTE: WHERE AN ADMINISTRATIVE AUTHORITYREQUIRES FLUSH CONTROLS FOR FLUSH VALVES TOBE LOCATED IN A POSITION THAT CONFLICTS WITHTHE LOCATION OF THE REAR GRAB BAR, THEN THEREAR GRAB BAR SHALL BE PERMITTED TO BE SPLITOR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA.
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:41:
17 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A5.2
ENLARGEDTOILETPLANS
073012
042712
TRH
64T
KEYNOTES6.17 PROTECTIVE SURFACING WITH INSIDE AND
OUTSIDE CORNER TRIM6.23 PROVIDE 2X4 CONTINUOUS HORIZONTAL
WOOD BLOCKING AT 6'-0" AFF FULL LENGTHOF INDICATED WALL
7.05 BATT INSULATION9.44 1/2" WATER RESISTANT GYPSUM BOARD10.03 ELECTRIC HAND DRYER (RECESSED)10.04 PAPER TOWEL DISPENSER10.06 TOILET PAPER HOLDER10.07 SANITARY NAPKIN DISPOSAL10.10 DIAPER CHANGING STATION10.12 TOILET SEAT COVER DISPENSER10.13 STAINLESS STEEL TOILET COMPARTMENTS10.14 GRAB BARS (INSTALL PLYWOOD BACKING IN
WALLS)10.22 DIAPER DISPENSER10.23 DIAPER PAD/LINER DISPENSER10.24 WALL MOUNTED FLOWER VASE10.26 COAT HOOK (INSTALL PLYWOOD BACKING)10.27 CHILD SAFETY SEAT10.31 DIAPER DISPOSER
3/8" = 1'-0"1 ENLARGED TOILET PLAN 3/8" = 1'-0"2TOILET FLOOR FINISHPLAN
3/8" = 1'-0"3TOILET EQUIPMENTPLAN
1 1/2" = 1'-0"4 SECTION AT LAVATORY 1/2" = 1'-0"5TYPICAL ENLARGEDSTALL ELEVATION
1/2" = 1'-0"6TYPICAL ENLARGEDSTALL ELEVATION
1
ISSUE BLOCK
1 REV#1 10.11.12
3/8" STAINLESS STEELMETAL CORNER
1/16" GROUT
MASTICADHESIVE TYP
TYP AT ALL OUTSIDE CORNERS
SANITARY FLOOR MOLDING
3/8" STAINLESS STEELMETAL CORNER
1/2" GLASS-MAT BACKER MATERIAL
MASTIC
1/16" GROUT JOINT
PORCELAINWALL TILE
6" METAL STUD
PORCELAIN TILE ON1/2" GLASS MATERIALBACKER MATERIAL
METAL STUD HEADERREF 1-A6.1
CONT SEALANT ATPERIMETER
DIAPER CHANGER
PORCELAIN TILE ON1/2" GLASS-MATBACKER MATERIAL
2x6 BLOCKING
2x6 BLOCKING
METAL STUDFRAMING
2'-9"AFF MAX
2'-4"AFF
G4
G3
WALL TILE
1/2" GLASS-MATBACKER MATERIAL TO6'-6" AFF. PROVIDE1/2" WATER RESISTANTGYPSUM BOARD TOCEILING
ACCENT TILE
SOUND ATTENUATIONBATT
METAL STUDS AT 16"OC
GROUT
SANITARY FLOORMOLDING
FLOOR TILE
SEALANT
3/8" STAINLESSSTEEL METALTRIM
INSTALL FLOOR LEVELINGCOMPOUND PRIOR TO
INSTALATION OF SANITARYFLOOR MOLDING AND FLOORTILE. VARIATION IN SLOPE OFFLOOR SHALL NOT EXCEED
1/8" IN 1'-0"
1/16" GROUT JOINT
1/2" GLASS-MAT BACKERMATERIAL TO 6'-6" AFF.PROVIDE 1/2" WATER RESISTANTGYPSUM BOARD TO CEILING
WALL TILE
1/16" GROUT JOINT
VERTICAL STAINLESS STEELINSIDE CORNER TRIM
1/16" GROUT JOINT
WALL TILE
FIXTURE HEIGHTS AND CLEARANCESCOMPLY WITH THIS CHART, ANSI A117.1, AND ADA STANDARDS FOR ACCESSIBLE DESIGN - REGULATION REFERENCE IN PARENTHESIS
DIAPER PADDISPENSER
BABYCHANGER
DIAPERDISPENSER/DISPOSER
ELECTRICHAND DRYER
PAPER TOWELDISPENSER
SANITARY NAPKINDISPENSER
SEAT DISPENSER COAT HOOK SANITARY NAPKINDISPOSAL
HOSE BIBB(RECESSED)
CHILD SAFTEYSEAT
INSTALL PLYWOODBACKING
INSTALL PLYWOODBACKING
DRESSING MIRROR ELECTRIC WATERCOLERS
COMBINATIONSINGLEACCESSIBLE
TURNING RADIUSTYP
CLEAR AND LEVELFLOOR SPACETYP
CLEAR ANDLEVEL FLOORSPACE
HCHC
AFF
2'-3
"
2'-0
" AFF
4'-0
" MA
X
AFF
2'-1
0" AFF
4'-0
"
AFF
15" M
IN
AFF
1'-1
0"
AFF
1'-2
"
4'-0"
2'-6
"
17"-25"
6'-2
"
38"-
43"
MIN
IMU
M
2'-3
"
OR
IFIC
E H
EIG
HT
36" M
AX
5'-0"TURNAROUND
4'-0
"
4'-0
"
AFF
4'-0
"
AFF
4'-0
"
FLOWER VASE STANDARDURINAL
ACCESSIBLEURINAL
ACCESSIBLELAVATORY
MULTIPLE-STATION LAVATORY
INSTALL PLYWOOD BACKING ATTACH TONEAREST STUD EITHER SIDE OF SINK
SOAPDISPENSER
CENTERMIRROR OVERLAVATORY
SOAP DISPENSER
14"ELONGATEDLIP
URINALSCREENS
5'-0
"
7"
4'-0
"1'
-0"
AFF
2'-0
" RIM
AFF
15" R
IM
RIM
2'-1
0"
CLE
AR
2'-5
"
BO
GLA
SS
3'-4
"
BO
GLA
SS
2'-6
"
RIM
2'-0
" RIM
2'-1
0"
AFF
3'-4
"
HC
SHEET NOTES
1. INTERIOR PLAN DIMENSIONS ARE TO FACEOF STUD/CMU UNO
2. PROVIDE BATT INSULATION FOR SOUNDPROOFING IN TOILET ROOM PARTITIONS
3. SEAL PERIMETER OF ALL TOILET ANDURINALS TO WALLS AND FLOORS. SEALPERIMETER OF SINKS TO WALLS. SEAL ALLTOILET ACCESSORIES AT FINISHED WALL
4. COORDINATE SURFACE MOUNTED ORRECESSED HAND DRYER WITH BATHROOMPRODUCTS SUPPLIER
5. REFER TO SHEET A7 FOR FINISH LEGEND
10.1010.1410.14 10.06
19A5.3
TYP ATCORNER
6BA5.3
TYP
10.23
5A5.3
10.22
10.31 8.02
19A5.3
TYP ATCORNER
6BA5.3
TYP
10.0410.0310.26
19A5.3
TYP ATCORNER
6BA5.3
TYP
6AA5.3
TYP
10.11 10.09 10.1410.12
2' -
0"
19A5.3
TYP ATCORNER
6BA5.3
TYP
DOOR JAMB
NOTE:REF SHEET A8 FOR DOORAND FRAME TYPE
VCT FLOORING
ALIGN CENTER OFTHRESHOLD WITHCENTER OF DOOR JAMB
PORCELAIN TILE
DOOR TRANSITION STRIP; INSTALLWITH MASONRY SCREWANCHOR AT 12" OC ANDSEAL TO FLOOR
CL
1/2"
MA
X
TRANSITION STRIP;INSTALL WITH MASONRYSCREW ANCHOR AT 12"OC AND SEAL TO FLOOR
DOOR JAMB
ALCOVE
TOILET
START FULL TILE ATTRANSITION STRIP
COVE BASE MOLDED CORNERCOVE BASE
PORCELAIN TILE
NOTE:REF FLOOR PLAN ANDSECTIONS FOR PARTITION TYPE
STAINLESS STEELINSIDE CORNERTRIM
1/16" GROUT JOINT
STAINLESS STEEL TRIM
GYPSUM BOARDFIELD TILE
CT18 G4
CT19 G3
CT20 G3
CT19 G3
P33
CT11A G4
TOILET TILE ELEVATION
NOTE: PROVIDE 1/2" GLASS-MAT BACKERMATERIAL TO 6'-6" AFF. PROVIDE 1/2" WATERRESISTANT GYPSUM BOARD TO CEILING.
1 1/2" HIGHCOVE
FIELD TILE
ACCENT TILE
FIELD TILE
SS TRIM
GLASS-MATBACKERMATERIAL TO6'-6" AFF
FIELD TILE
6"2
TILE
S1
1/2"
1 TI
LE
10.03
OPEN TOBEYOND
19A5.3
TYP ATCORNER
6BA5.3
TYP
10.24 10.24 10.13
10.06
10.07
19A5.3
TYP ATCORNER
6BA5.3
TYP
6AA5.3
TYP
10.0810.2510.25
TYP10.12
10.06
10.1310.13 10.1410.14 10.27
19A5.3
TYP ATCORNER
6BA5.3
TYP
10.0410.10
10.1610.31
10.2210.2310.2610.1410.14
10.13
19A5.3
TYP ATCORNER
6BA5.3
TYP
5A5.310.13
10.03
OPEN TOBEYOND
19A5.3
TYP ATCORNER
6BA5.3
TYP
10.04 10.10
10.16
10.22
10.31
10.23 10.26
10.06
10.1410.1410.14
10.13
5A5.3
19A5.3
TYP ATCORNER
6BA5.3
TYP
10.1510.13
10.1410.1410.14
10.06
19A5.3
TYP ATCORNER
6BA5.3
TYP
10.27 10.15 10.1110.11
19A5.3
TYP ATCORNER
6BA5.3
TYP
6AA5.3
TYP
10.2510.25
3" = 1'-0"3OUTSIDE CORNERDETAIL
1" = 1'-0"5WALL AT DIAPERSTATION
3" = 1'-0"6A ENLARGED SECTION 6" = 1'-0"6BVERTICAL INSIDECORNER TRIM SECTION
1/4" = 1'-0"1FIXTURE HEIGHTS ANDCLEARANCES SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:41:
31 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A5.3
TOILETELEVATIONSAND DETAILS
073012
042712
TRH
64T
KEYNOTES8.02 HOLLOW METAL DOOR AND FRAME10.03 ELECTRIC HAND DRYER (RECESSED)10.04 PAPER TOWEL DISPENSER10.06 TOILET PAPER HOLDER10.07 SANITARY NAPKIN DISPOSAL10.08 SANITARY NAPKIN DISPENSER10.09 SOAP DISPENSER MOUNTED TO MIRROR, IF
NO MIRROR, MOUNT AS SHOWN IN PLANWITH BOTTOM OF DISPENSER 40" AFF
10.10 DIAPER CHANGING STATION10.11 MIRROR10.12 TOILET SEAT COVER DISPENSER10.13 STAINLESS STEEL TOILET COMPARTMENTS10.14 GRAB BARS (INSTALL PLYWOOD BACKING IN
WALLS)10.15 STAINLESS STEEL URINAL SCREEN WITH
FULL LENGTH ANGLE MOUNTING BRACKETS10.16 HOSE BIBB10.22 DIAPER DISPENSER10.23 DIAPER PAD/LINER DISPENSER10.24 WALL MOUNTED FLOWER VASE10.25 WALL MOUNTED SOAP DISPENSER10.26 COAT HOOK (INSTALL PLYWOOD BACKING)10.27 CHILD SAFETY SEAT10.31 DIAPER DISPOSER
3/8" = 1'-0"15 TOILET ELEVATION 3/8" = 1'-0"16 TOILET ELEVATION
3/8" = 1'-0"17 TOILET ELEVATION 3/8" = 1'-0"18 TOILET ELEVATION
3" = 1'-0"2TRANSITION AT TOILETDOOR
3" = 1'-0"4TRANSITION AT TOILETTILE
3" = 1'-0"19 CORNER DETAIL
3/8" = 1'-0"14 TOILET ELEVATION 3/8" = 1'-0"13 TOILET ELEVATION
3/8" = 1'-0"12 TOILET ELEVATION 3/8" = 1'-0"11 TOILET ELEVATION
3/8" = 1'-0"10 TOILET ELEVATION 3/8" = 1'-0"9 TOILET ELEVATION
3/8" = 1'-0"8 TOILET ELEVATION 3/8" = 1'-0"7 TOILET ELEVATION
ISSUE BLOCK
SHEET NOTES1. INSULATED PIPES NEXT TO EXTERIOR WALLSSHOULD BE PAINTED TO MATCH WALLS.
2. REFER TO SHEET A7 FOR FINISH SCHEDULE
1 2 2.5 3 4 5 6 7 8 91.5 3.5 4.5 5.5 6.5 7.5 8.56
A6.27
A6.2
DRYGONDOLAS
WAREHOUSERACKS
WAREHOUSERACKS
DRYGONDOLAS
TYP9.96 9.06
P1138.10
9.18 9.18B6 B6
6.17 6.17PS3 PS3
TYP9.029.02
EXTENT OFWALK-INBEYOND
4A6.3
DRYGONDOLAS
9.029.34 9.06 9.96P113
1A6.3
5A6.2
9.06P113
9.94 9.949.06BEYOND
15.09
3A6.3
6.17 6.17B11
15.06PS3 PS3
REFRIGERATEDCASES
REFRIGERATEDCASES
2A6.3
9.96 9.06P113
8.10
6.176.17 9.18 9.18
9.02 9.02
B6 B6 PS3PS3
EXTENT OFWALK-INBEYOND
4A6.3
9.349.029.96
9.06P113
9.969.069.06
P113
SERVICEDELI
BEYOND
8.16 6.17B6 PS3
SIM
122.53456789 1.53.54.55.56.57.58.5
DRYGONDOLAS
9.06P113 TYP
9.96
6.116.17B6PL21PS3
BEYOND
6.11
B6
PL21BEYOND
BEYOND
9.02 9.06
2A6.2
CHECKWRITINGDESK
RUGDOCTOR
MONEYCENTEREXPRESS
COINSTAR
WATER DISPENSERB6
B6
ICEMACHINE
HC CARTS8.098.09
EXISTING
EXISTING
8.05 8.05EXISTING
8.058.05EXISTING EXISTING
16.0516.05
9.06P113
B6B6
REFRIGERATED CASESREFRIGERATED CASESREFRIGERATEDCASES 8.02
P113B6 B6
4.094.09P113
EXISTING CMUPILASTER TO REMAIN,PAINT P113
4.09 EXISTINGEXISTINGP113
EXISTING CMUPILASTER TOREMAIN, PAINTTYP
EXISTING CMUPILASTER TOREMAIN, PAINTTYP
4.094.09 4.09
P113
EXISTINGEXISTINGEXISTING
P113 P113
P113P1139.069.06
P113 TYP TYP TYP
9.96
TYP9.96 BEYOND
BCDEFGH B.5C.5E.5 D.5F.5G.5 B.2
DRYGONDOLAS
WAREHOUSERACKSDRY
GONDOLAS TYP9.18B6
PH12
9.029.02 4.098.02P113P113
EXISTING
EXISTING CMUPILASTER TOREMAIN, PAINTTYP
P113
EXISTING CMUPILASTER TOREMAIN, PAINTTYP
P113
TYP
9.069.06
8.02P59
5.52
4.09EXISTING
TYPP113
9.02TYP9.96
OPEN TOBEYOND
9.029.029.029.02TYP9.96 9.069.069.06
TYP9.96
P113 P113
DRYGONDOLAS
6.176.176.176.176.178.028.02P113
BEYOND
PS3PS3PS3PS3PS3
BEYOND BEYOND
4.09
EXISTINGBEYONDP113
B6 B68.16 6.119.06
P113 PL21
MILLWORKPROVIDEDBY GC
1A6.2
1.011.01
C D E F G HB.5 C.5 E.5D.5 F.5 G.5
6.17
9.069.02
PS3
P113
9.18
4.09P113
B6REFRIGERATEDCASES
TYP9.96
EXISTING CMUPILASTER TOREMAIN, PAINTTYP
EXISTING CMUPILASTER TOREMAIN, PAINTTYP
EXISTING CMUPILASTER TOREMAIN, PAINTTYP
EXISTING
TYP
4.09 4.09P113 P113
P113 P113P113
EXISTING
TYP
EXISTING
TYP
REFRIGERATEDCASES
REFRIGERATEDCASES
REFRIGERATEDCASES
8.02 9.18B6 P113 B6
9.069.06TYP9.96
8.02
P113
P113B6 B6
SERVICEDELI
BEYOND
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:41:
40 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A6
INTERIORELEVATIONS
073012
042712
TRH
64T
KEYNOTES1.01 SIGNAGE4.09 SMOOTH FACE CMU5.52 32" CORE DRILLED GALVANIZED STEEL
BOLLARD 4" OD REF 8-A9.15.54 32" GALVANIZED STEEL BOLLARD, 4" OD
FURNISHED BY OWNER, INSTALLED BY GC6.11 48" HIGH PLASTIC LAMINATE WITH ALUMINUM
METAL EDGE TRIM AT EXPOSED EDGES6.17 PROTECTIVE SURFACING WITH INSIDE AND
OUTSIDE CORNER TRIM8.02 HOLLOW METAL DOOR AND FRAME8.05 ALUMINUM STOREFRONT8.09 AUTOMATIC SLIDING ENTRANCE DOORS8.10 FLEXIBLE PLASTIC TRAFFIC DOOR8.16 CAFÉ TRAFFIC DOOR9.02 GYPSUM BOARD CONTROL JOINT 30'-0" OC
MAXIMUM9.06 1/2" GYPSUM BOARD9.18 EXTEND PLASTIC BASE 2'-0" BEHIND
REFRIGERATED CASE OR FIXTURE UNO9.34 1/2" GYPSUM BOARD INSTALLED TO FACE OF
WALK-IN AS INDICATED ON PLANS.FASTENERS NOT TO EXCEED 1 1/2" INLENGTH
9.94 GYPSUM BOARD VERTICAL SLIP JOINT9.96 GYPSUM BOARD HORIZONTAL SLIP JOINT15.06 WALK-IN DOOR15.09 EXPOSED WALK-IN PANEL16.05 INSECT CONTROL UNIT TYPE NOTED BESIDE
UNIT, REF N1 FOR LEGEND AND NOTES
1" = 10'-0"2 REAR WALL ELEVATION
1" = 10'-0"1 FRONT WALL ELEVATION
1" = 10'-0"3 SIDE ELEVATION
1" = 10'-0"4 SIDE WALL ELEVATION
1
ISSUE BLOCK
1 REV#1 10.11.12
INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE
SECTION ASECTION BMETAL STUD HEADERPC 18 GAUGE TRACK WITH (3) #10TEK SCREWS EACH SIDE TOHEADER AND (6) #10 TEK SCREWSTO JAMBMETAL STUD JAMB
HEADERMEMBERS(2) 6" x 18 GAUGE(2) 6" x 16 GAUGE(2) 6" x 14 GAUGE(2) 8" x 18 GAUGE(2) 8" x 16 GAUGE(2) 8" x 14 GAUGE(2) 10" x 14 GAUGE(2) 12" x 16 GAUGE
2' 6'6' TO 8'8' TO 10'10' TO 12'12' TO 14'14' TO 16'16' TO 18'18' TO 26'
HEADERLENGTH
MINIMUM EFFECTIVEPROPERTIES PER STUD
METAL STUD
BOTTOMTRACK
TOP TRACK
2 STUDHEADERS
FINISH ASINDICATED
BOTTOMTRACK
BOX BEAM
PC 18 GATRACK
DOUBLE METALSTUD AT JAMBS
Ix = 2.042 Sx = 0.670Ix = 2.518 Sx = 0.839Ix = 3.094 Sx = 1.031Ix = 4.134 Sx = 1.033Ix = 5.110 Sx = 1.277Ix = 6.303 Sx = 1.576Ix = 12.325 Sx = 2.456Ix = 15.730 Sx = 2.334
TO
VARIES
SECTION
B
SE
CTI
ON
A
T
WHERE NO CEILING ISINDICATED AND AT RATEDWALLS, CONTINUEGYPSUM BOARD TO DECKUNO
GYPSUM BOARD
1/2" GLASS-MAT BACKERMATERIAL PROVIDE 5/8"TYPE X GLASS-MATBACKER MATERIAL ATRATED CONDITIONS
METAL STUDS AT 16" OC
U
WHERE NO CEILING ISINDICATED AND ATRATED WALLS, CONTINUEGYPSUM BOARD TO DECKUNO
1/2" GLASS-MAT BACKERMATERIAL PROVIDE 5/8"TYPE X GLASS-MATBACKER MATERIAL ATRATED CONDITIONS
FOR FURRINGATTACHMENT REF 5-A6.1
FACE OF WALL ASOCCURS
METAL STUDS SET 1/2"OFF FACE OF EXTERNALWALL UNO
METAL STUDS AT 16" OC
BATT INSULATION ATEXTERIOR WALL OR ASNOTED ON PLANS
V
METAL STUDS AT 16" OC
1/2" GLASS-MATBACKER MATERIAL
PARTITION LEGEND
1 HOUR RATED UL#U465 GYPSUMBOARD AND GLASS-MAT BACKER.2 HOUR RATED UL#905 CMU
SOUND ATTENUATION INSULATIONFULL WALL THICKNESS
CHAIN LINK FENCE
NON-RATED WALL
INDICATES 48" HIGH PLASTICLAMINATE WAINSCOT UNO
COOLER/FREEZER WALL
CMU WALL
INDICATES 48" HIGH PLYWOODWAINSCOT WITH 2x8 WOOD BASE UNO
DETAIL:
PLAN:
A3
12
XX
NUMBER INDICATES STUDHEIGHT. NO NUMBERINDICATES STUD HEIGHTTO BOTTOM OF ROOFDECK (TYP).
NUMBER INDICATES STUD SIZEAS FOLLOWS:1 - 1 5/8" METAL 6 - 6" METAL2 - 2 1/2" METAL 8 - 8" METAL3 - 3 5/8" METAL F8 -8" CMU
F12 - 12" CMU
OPPOSITE SIDE
REFERENCE SIDE
LETTER INDICATESPARTITION TYPE.REF PLANS ANDSHEET A6.
X DETAILSHEET
INDICATES 24" HIGH PLYWOODWAINSCOT WITH 2x8 WOOD BASE UNO
INDICATES WALL COVERING UNO
A
METAL STUDS
WHERE NO CEILINGIS INDICATED ANDAT RATED WALLS,CONTINUE GYPSUMBOARD TO DECKUNO
USE WATERRESISTANTGYPSUM BOARDAT WET AREAS
C1/2" PLYWOOD
METAL STUDS
WHERE NO CEILINGIS INDICATEDCONTINUE GYPSUMBOARD ANDPLYWOOD TO DECKUNO
1/2" GYPSUMBOARD. USEMOISTURERESISTANTGYPSUM AT WETAREAS
WHERE NO CEILINGIS INDICATEDCONTINUE GYPSUMBOARD ANDPLYWOOD TO DECKUNO
GYPSUM BOARD
METAL STUDS
1/2" PLYWOOD
D
G
BATT INSULATION ATEXTERIOR WALLS ONLYGYPSUM BOARDUSE 1/2" WATERRESISTANT GYPSUMBOARD AT WET AREAS
FOR FURRING ATTACHMENTREF 5-A6.1
FACE OF WALL
METAL STUDS SET 1/2" OFFFACE OF EXTERIOR WALLUNO
H
BATT INSULATION ATEXTERIOR WALLS ONLY
FOR FURRINGATTACHMENT REF 5-A6.1METAL STUDS SET 1/2" OFFFACE OF WALL
FACE OF WALLAS OCCURS
1/2" PLYWOODGYPSUM BOARD
USE 1/2" GLASS-MATBACKER MATERIAL BEHINDCERAMIC TILE OR NRP INGROCERY AREAS UNO
5/8" TYPE-XGYPSUM BOARD
5/8" GAP
5/8" TYPE-XGYPSUM BOARD
B
1 5/8" DRYWALLSCREWS AT 24" OC
VERTICAL GYPSUMBOARD CONTROL JOINTREF SPECIFICATIONS
GYPSUM BOARD VERTICAL GYPSUMBOARD CONTROL JOINTREF SPECIFICATIONS
A
1/2"
1/2"
SCREW STUD
CRIPPLE STUDCLEARANCE1/4" - 3/8"
STUD CAPTURETRACK
GYPSUM BOARD
CAPTURETRACK
METAL STUDS
PARTITIONFLOOR TRACK
INSTALL CONTROL JOINTAT LATCH SIDE ONLY ONSINGLE DOORS
ZINC CONTROLJOINT STRIP
STUD
CEILING PER SCHEDULE
METAL STUDS SET 1/2" OFFFACE OF WALL
CLIPPED AND BENT METALRUNNER AT 48" OC
FACE OF WALL
METAL RUNNER
EXTEND METAL STUD 4" MINIMUMABOVE CEILING FRAMING
4"
2" x 20 GAUGE CONTINUOUSMETAL STRAP
ATTACH 16 GAUGE 6" DEEPDEFLECTION TRACK WITH #10TEK SCREWS FOR (2) ROWSAT 24" OC TO WOOD DECK
EXISTING WOOD DECK
ATTACH GYPSUMBOARD AT TOPONLY
J-MOLD EDGEWALL FINISHREF PARTITION TYPES
CUT GYP BOARD TO FITWITHIN 3/8" OFBOTTOM OF ROOF DECK
3"3"
3"
CONT SEALANT
EXISTING ROOF SYSTEM1"1"
1" NEW ISO INSULATION
NEW TPO MEMBRANE
CEILING PERSCHEDULE
CEILINGJOIST
METAL STUD.REF PLAN FORPARTITION TYPE
ATTACH CEILINGJOIST AT EACHSTUD WITH (4) #10 TEK SCREWS
2" x 20 GAUGECONTINUOUSMETAL STRAP
ATTACH 16 GAUGE 6" DEEPLEG TRACK WITH #10x1"SCREWS FOR (2) ROWS AT 24"OC TO WOOD DECK
SEAL AIR SPACE WITHEXPANDING FOAM
EXISTING WOOD DECK
ATTACHGYPSUM BOARDAT TOP ONLY
J-MOLD EDGEWALL FINISH - REFPARTITION TYPES
CUT GYP BOARD TO FITWITHIN 3/8" OFBOTTOM OF WOOD DECK
1"1"
3"3"
3"
EXISTING ROOF SYSTEM
NEW ISO INSULATION
NEW TPO MEMBRANE
1. STUDS CONTINUE TO DECK UNO. REF DEFLECTION TRACKDETAILS FOR DEFLECTION REQUIREMENTS.
2. USE 1/2" GYPSUM BOARD ON NON-RATED PARTITIONS UNO.3. USE 5/8" TYPE X GYPSUM BOARD ON FIRE RATED
PARTITIONS.4. REF ROOM FINISH SCHEDULE FOR ROOMS THAT RECEIVE
NRP.5. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE
SUSPENDED CEILING SYSTEMS UNO.6. REF PARTITION KEY SYMBOL FOR STUD THICKNESSES.7. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK
UNO. MAINTAIN CLEARANCE BELOW STRUCTURE PERDEFLECTION TRACK DETAILS.
8. STUD PARTITIONS REQUIRING A FIRE RATING OF ONE HOURSHALL COMPLY WITH UL#U465 OR UL #U442. MASONRYPARTITIONS REQUIRING TWO HOUR FIRE RATING SHALLCOMPLY WITH UL#U905.
9. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE ORHEAVIER.
10. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVEHEADER TO BE 20'-0".
11. REF SPECIFICATIONS FOR LATERAL BRACING OF STUDPARTITIONS.
12. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACINGABOVE THE CEILING FOR INTERIOR WALL STUDS THAT DONOT GO TO DECK REF 6-A6.1 .
13. USE WATER RESISTANT GYPSUM BOARD BEHIND NRPEXCEPT IN GROCERY AREAS.
14. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS,CONCEALED SPACES BETWEEN STAIRWAY STRINGERS,PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHERLOCATIONS AS REQUIRED BY CODE.
15. ROOMS THAT HAVE 5/8" IMPACT RESISTANT GYPSUM BOARDTO 48" AFF NEED 5/8" GYPSUM BOARD ABOVE 48" AFF. REFA7 FOR LOCATIONS.
16. ON RESTROOMS WALLS RECEIVING PORCELAIN TILE THEUPPER (PAINTED) PORTION IS TO BE WATER RESISTANTGYPSUM BOARD IN LIEU OF GLASS-MAT BACKER MATERIAL.
17. FIRE RATED EGRESS CORRIDORS ARE TO BE SEALED WITHINTUMESCENT SEALING SYSTEMS. RATED WALLS ARE TO BESEALED TO DECK. VERTICAL JOINTS AT CMU/GYPSUMBOARD WALLS ARE TO BE SEALED BOTH SIDES. WALLPENETRATIONS SUCH AS BAR JOISTS, PIPING, CONDUIT,DUCTWORK, ETC. ARE TO BE SEALED PER FIRE STOPMANUFACTURER'S RECOMMENDATIONS.
18. FOR FURRED WALLS PROVIDE METAL STUD BRACING AT 32"OC VERTICAL FOR EACH STUD AND 32" OC HORIZONTAL.
19. REF SHEET A7 FOR SCHEDULE, FINISH KEY.
GENERAL NOTES
PROVIDE 12 GAUGE BENT PLATEBRACKET AT WALL IN FOREGROUNDAND ATTACH WITH 4 HILTI MASONRYEXPANSION ANCHORS. FRAME INTOMETAL STUD WALL BEYOND.
3 5/8" X 20 GA METALSTUDS AT 16" OC
1/2" GYPSUM BOARD
REF HEADER SCHEDULEREF
1/2" GYPSUM BOARD
3" 3"
CORNER BEAD
-1 A6.1
2" x 20 GAUGE CONTMETAL STRAP
ATTACH 16 GAUGE 6"DEFLECTION TRACKWITH #10 TEK SCREWSFOR (2) ROWS AT 24" OC
ATTACHGYPSUMBOARD ATBOTTOMONLY
J-MOLDEDGE
CONTSEALANT
WALK-IN PANEL
1" 1"
3"3"
3"3"
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:41:
45 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A6.1
PARTITIONTYPES AND
DETAILS
073012
042712
TRH
64T
1 1/2" = 1'-0"1HEADER CONNECTIONDETAIL
1 1/2" = 1'-0"2GYPSUM BOARDCONTROL JOINT
12" = 1'-0"3CONTROL JOINT ATDOOR
1 1/2" = 1'-0"5FURRING ATTACHMENTTO WALL
1 1/2" = 1'-0"7NONRATED DEFLECTIONTRACK
1 1/2" = 1'-0"8CEILING JOISTATTACHMENT
1 1/2" = 1'-0"4NON-RATED CAPTURETRACK
REFERENCE SIDE OPPOSITE SIDE
REFERENCE SIDE OPPOSITE SIDE
1 1/2" = 1'-0"9HEADER AT CUSTOMERSERVICE
1 1/2" = 1'-0"10NON-RATEDDEFLECTION TRACK
1" = 1'-0"6 NOT USED
ISSUE BLOCK
1. REF SHEET A7 FOR SCHEDULE FINISH KEY
SHEET NOTES
3"x3"x1/4"x3" CLIP ANGLE AT EACHSTRINGER BOLTED TO FLOORSLAB WITH 3/4" EXPANSION BOLT
SLOTTED HOLE FOR FIELDADJUSTMENT
3/4" DIAMETER x24" LONG METALRUNG AT 12" OC. WELD TO 1/2"FLAT BAR STRINGER
3 1/2" x 1/2" STEEL BAR STRINGER
2 1/2" x 3/8" BENT STEEL BAR WELDEDTO LADDER IN FIELD OR BOLTED TOLADDER WITH 3/4" BOLTS ALIGNEDBETWEEN VERTICAL SLOT IN LADDERAND HORIZONTAL SLOT IN BAR
ATTACH BENT STEEL BAR TO WOODBLOCK WITH 1/2" LAG BOLT
2 x 6 BLOCKING AT ALL LADDERSUPPORTS TYPICAL
1/2" GYPSUM BOARD ON 6" x 20GAUGE METAL STUDS AT 16" OC
ROOF HATCH LADDER CAGE
BASE FLASHING
ROOF HATCHREF SPECS
INSTALL HATCHGRIPLADDER SAFETYEXTENSION
2' - 4 1/2"
RECEIVING120
SALES100
A6.14
OH
A99
P5
NEWROOFINGSYSTEM
ANGLE FRAME
111' - 0"
SALES100
MECHANICAL122
1/2" GYPSUM BOARD ON6" x 20 GAUGE METALSTUDS AT 16" OC
A6.14
OH
A99
NEW ROOFING SYSTEM
STOCKROOM119
SALES100
1/2" GYPSUM BOARD ON6" x 20 GAUGE METALSTUDS AT 16" OC
1/2" PROTECTIVESURFACE
6" HIGH PLASTICBASE
1/2" GYPSUM BOARD ON6" x 20 GAUGE METALSTUDS AT 16" OC
A6.14
OHNEW ROOFING SYSTEM
A99
SALES100
CUSTOMERSERVICE
101
9' -
0"
CEILING AS SCHEDULED
1/2" GYPSUM BOARD ON 3 5/8"x 20 GAUGE METAL STUDS AT16" OC
REF HEADER SCHEDULEREFFOR CONNECTION AT CMUWALL
MILLWORKPROVIDED BY GC
A6.17
-1 A6.1-9 A6.1
4"
NEW ROOFING SYSTEM
1/2" GYPSUM BOARD ON 6"x 20 GAUGE METAL STUDSAT 16" OC
SALES100
CUSTOMERSERVICE
101
PROTECTIVE SURFACING WITHINSIDE AND OUTSIDE CORNER TRIM
CEILING AS SCHEDULED
NEW ROOFING SYSTEMA6.1
4OH
CASH102
SITE TO STORE110
CEILING AS SCHEDULED
1/2" GYPSUM BOARD ON6" x 20 GAUGE METALSTUDS AT 16" OC
1/2" GYPSUM BOARDON 1/2" PLYWOOD
4" HIGH PLASTIC BASE
13' -
0"
A99
NEW ROOFING SYSTEM
4"
1/2" GYPSUM BOARD ON6" X 20 GAUGE METALSTUDS AT 16" OC
3/4" PLYWOOD
(4) # 10 TEK SCREWSMIN STUD TO STUDCONNECTION TYP UNO
REFFOR CEILING JOISTATTACHMENT AT TOILETS
-8 A6.1
SIM
MEN'S TOILET104
WOMEN'S TOILET103
1/2" GYPSUM BOARD ON6" x 18 GAUGE METALSTUDS AT 24" OC
1/2" GYPSUM BOARD ON6" x 18 GAUGE METALSTUDS AT 24" OC
WALL TILEREFWALL TILEREF
FLOOR TILE REF A7FLOOR TILE REF A7
1/2" WATER RESISTANTGYPSUM BOARD1/2" WATER RESISTANTGYPSUM BOARD
NEW ROOFING SYSTEM
-6A A5.3
1/2" GLASS-MAT BACKERMATERIAL TO 6'-6" AFFON 6" X 20 GAUGE METALSTUDS AT 16" OC
(4) # 10 TEK SCREWSMIN STUD TO STUDCONNECTION TYP UNO
REFFOR CEILING JOISTATTACHMENTS ATTOILETS
-8 A6.1
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:41:
51 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A6.2
INTERIORWALL
SECTIONS
073012
042712
TRH
64T
1/2" = 1'-0"5SECTION AT ROOFLADDER
1/2" = 1'-0"7SECTION ATMECHANICAL
1/2" = 1'-0"6SECTION ATSTOCKROOM
1/2" = 1'-0"1SECTION AT CUSTOMERSERVICE
1/2" = 1'-0"2SECTION AT CUSTOMERSERVICE
1/2" = 1'-0"3SECTION AT CASHOFFICE
1/2" = 1'-0"4 SECTION AT TOILETS
1
1
1
ISSUE BLOCK
1 REV#1 10.11.12
1/2" GYPSUM BOARD ON6" x 20 GAUGE METALSTUDS AT 16" OC
1/2" GLASS-MATBACKER MATERIAL
CEILING ASSCHEDULED
4"
SALES100
PRODUCE PREP143
A92
A6.14
OH
NEW ROOFING SYSTEM
PRODUCECOOLER
144
SALES100
1/2" GYPSUM BOARDFASTENED TO FACE OFWALK-IN BOX
NEW ROOFING SYSTEMA6.14
OH
NOTE:FASTENERS ATTACHING TRACKAND GYPSUM BOARD TO WALK-INBOX NOT TO EXCEED 1 1/2"
WALK-IN PANEL BY OWNER
NOTCH TRACK ATWALK-IN PANEL BOLTS
INSTALL STUDS FLUSHWITH FACE OF WALK-IN
1/2" GYPSUM BOARD ON3 5/8" X 20 GAUGEMETAL STUDS AT 16" OC
MEATCOOLER#147 @
SIM
A98
OH
10"
DAIRY COOLER123
SALES100
A97
OH
WALK-IN COX MFR TOCOORDINATE SIZE OFOPENING WITH GLASSDOOR MFR
WALK-IN PANEL BY OWNER
12' -
6"
NEW ROOFING SYSTEM
1/2" GYPSUM BOARDON 3 5/8" X 20 GAUGEMETAL STUDS AT 16"OC
ATTACH 20 GAUGE TOPTRACK WITH #10X1"SCREWS FOR 2 ROWSAT 24" OC TO EXISTINGWOOD DECK
A6.110
BAKERY PREP148
SALES100
CEILING ASSCHEDULED
1/2" GYPSUM BOARD ON6" x 20 GAUGE METALSTUDS AT 16" OC
1/2" GLASS-MATBACKER MATERIAL
A92
4"
NEW ROOFING SYSTEMA6.1
4OH
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:41:
55 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A6.3
INTERIORWALL
SECTIONS
073012
042712
TRH
64T
1/2" = 1'-0"1SECTION AT PRODUCEPREP
1/2" = 1'-0"4 SECTION AT COOLER 1/2" = 1'-0"3SECTION AT DAIRYCOOLER
1/2" = 1'-0"2SECTION AT BAKERYPREP
1
1
1
ISSUE BLOCK
1 REV#1 10.11.12
SCHEDULE NOTES:1. INSTALL 1/2" PLYWOOD WAINSCOT WITH TOP EDGE EASED 48" HIGH BEHIND 2x8 WOOD BASE AT GYPSUM WALLS ONLY, REF PLANS FOR LOCATIONS2. INSTALL 4'-0" HIGH PROTECTIVE SURFACING WAINSCOT; REF INTERIOR ELEVATIONS AND PLANS FOR LOCATIONS3. FLOOR FINISH INSTALLED OVER EXPOSED CONCRETE4. NOT USED5. DO NOT PAINT WALLS; REFER TO SPECIFICATIONS FOR FINISHING6. REFER TO DETAIL 1-A7 FOR COLUMN PAINT7. REFERENCE ARCHITECTURAL DRAWINGS FOR CONCRETE CURB LOCATIONS8. INSTALL 4'-0" HIGH PLASTIC LAMINATE WAINSCOT WITH EDGE TRIM AT ALL EXPOSED EDGES; REF INTERIOR ELEVATIONS AND PLANS FOR LOCATIONS9. PAINT SALES FLOOR SUPPLY AND RETURN AIR GRILLES IN GYPSUM BOARD WALLS TO MATCH ADJACENT WALLS10. NOT USED11. NOT USED12. NOT USED13. NOT USED14. INSTALL 1/2" PLYWOOD WAINSCOT WITH TOP EDGE EASED 96" HIGH BEHIND 2x8 WOOD BASE AT GYPSUM WALLS ONLY; REF PLANS FOR LOCATION15. REFER TO INTERIOR ELEVATIONS AND FLOOR FINISH PLAN FOR AREAS WITH DECORATIVE FINISHES16. REFER TO DETAIL 3, 4 AND 5-A7 FOR NRP17. INSTALL 6" SOUND ATTENUATION BATT ABOVE CEILING18. NOT USED19. CARPET AND TRANSITION STRIP FURNISHED BY WALMART, INSTALLED BY GC20. REFER TO SHEET A9 FOR COVE BASE INSTALLATION DETAILS21. PROVIDE CONTINUOUS SILICONE CAULK BEAD WITH FINGER COVE AT FLOOR/WALL JUNCTURE22. DO NOT PAINT STRUCTURE ABOVE23. NOT USED24. NOT USED25. CEILING HEIGHT INDICATED IS TO THE TOP OF WALK-IN COOLER/FREEZER BOX (SUBTRACT 5" FOR INTERIOR HEIGHT)
SCHEDULE FINISH KEY REF SPECIFICATIONS FOR EXACT COLORS REQUIRED
MARK FINISH COLOR DESCRIPTIONACT1 ACOUSTICAL CEILING SYSTEM WHITE 24"x48"x5/8"ACT2 ACOUSTICAL CEILING SYSTEM WHITE 24"x48"x5/8" VINYL FACED ALUMINUM UNPERFORATEDB6 PLASTIC BASE BLACK 6"x1/4"B9 PLASTIC BASE BLACK 4"x1/4"B11 PLASTIC BASE BLACK 10"x5/8"C1 CUSHION BACK CARPET TILE WALMART WALMART FURNISHED; CONTRACTOR INSTALLEDCC 6" CONCRETE CURB CT11 PORCELAIN FLOOR TILE BROWN 12"x24"x3/8"CT11A PORCELAIN WALL TILE BROWN 12"x6"x3/8"CT18 PORCELAIN COVE BASE BROWN 12"x 1 1/2"x3/8"CT19 PORCELAIN WALL TILE IVORY 12"x24"x3/8"CT20 ACCENT TILE BROWN 1 1/2"x24"x3/8"EC NATURAL COLORED CONCRETEG2 GROUT DARK GRAYG3 GROUT LIGHT TANG4 GROUT BROWNNRP1 NON-FIBERGLASS REINFORCED PLASTIC WHITE NRP WALL PANELP5 PAINT "SAFETY YELLOW" OSHA STANDARDP10 PAINT "TAN BARK" SW #6061P15 PAINT "SUMMIT GRAY" SW #7669P33 PAINT "DOVER WHITE" SW #6385P36 PAINT "DOMINO" SW #6989P40 PAINT "GARDENIA" SW #6665P57 PAINT "ROYCROFT PEWTER" SW #2848P59 PAINT "CLASSIC FRENCH GRAY" SW#0077P83 PAINT "COBBLE BROWN" SW #6082P94 PAINT "TRICORN BLACK" SW #6258P98 PAINT "OAK CREEK" SW #7718P101 PAINT "EXTERIOR DROMEDARY CAMEL" SW #7694(EXT)P105 PAINT "ICELANDIC" SW #6526P113 PAINT "JONQUIL" SW #6674P123 PAINT "HUMBLE GOLD" SW# 6380P124 PAINT "MEADOWLARK" SW #7522PL7 PLASTIC LAMINATE DARK GRAYPL21 PLASTIC LAMINATE FONTHILL PEARPS3 PROTECTIVE SURFACING BRUSHED SILVERSCB7 SANITARY COVE BASE TAN ANTIMICROBIAL PLASTICSS STAINLESS STEELSST4 SOLID SURFACE COUNTERTOP TUSCANY CANYON POLISHEDVCT9 VINYL COMPOSITION TILE WHITEVCT19 VINYL COMPOSITION TILE WHITE SLIP RESISTANTWB 2x8 WOOD BASE
GENERAL NOTESA EXTERIOR PIPE BOLLARDS P5; UNOB ROOF HATCH P5C PAINT ALL METAL DOOR FRAMES VISIBLE TO CUSTOMER
(EXCEPT DOORS IN EXTERIOR WALLS) WITH EPOXY PAINT.PAINT ALL METAL DOORS AND METAL FRAMES TO MATCHADJACENT WALLS UNO. WHERE ADJACENT WALLS AREUNFINISHED PAINT METAL DOORS AND METAL FRAMESP59 UNO.
D REFER TO SPECIFICATIONS FOR ALTERNATE PRODUCTSE PAINT MASONRY WALLS BEHIND ALL FURRING P113F ALL PLYWOOD TYPE 1; UNOG DO NOT PAINT STRUCTURE ABOVE
SCHEDULE MATERIAL KEY
A CONCRETEB GLASS AND ALUMINUM FRAMEC SMOOTH FACE CMUD SPLIT FACE CMUE CHAINLINKF EXPOSED STRUCTUREG GYPSUM BOARDL PLYWOODN COOLER/FREEZER PANELS WATER DRAINAGE EIFST GLASS-MAT BACKER MATERIAL
MARK DESCRIPTION
NRP1
SCB7
APPLY WITH ADHESIVEAND ANCHOR WITHSMOOTH HEADANCHORS AS SHOWN
COMPACTORDOOR OPENING
CONT SEALANTAROUND FRAME
TRIM TOP AND SIDEEDGES WITH NRP J-TRIM
SEALANT AT ALL EDGESOF NRP
(2) 4' x 10' PANELS
2' - 4" 2' - 4"
10' -
0"
8' - 0"
4' - 0"
SCB7SCB7
RECESSEDMOP SINK
BASE ASSCHEDULED
SEAL MOPSINK ATFLOOR LINE ANDADJACENT TOWALLS
4'x8' SHEET OFNRP1 WITH J-MOLDON ALL EDGES
NOTE:PROVIDE MIN 4-0" WIDE NRP1PANELS AT WALLS/WALK-IN PANELSADJACENT TO MOP SINKREF PLANS
PARTITION4' - 0"
8' -
0"
NRP11' - 8" 3' - 0"
EYE WASHSTATION
TYP PERIMETERCOLUMNS
SALES FLOORCOLUMNS
MA
TCH
WA
LL C
OLO
R
TO B
OTT
OM
OF
GIR
DE
R
4'-0
"
LATE
X
TO B
OTT
OM
OF
GIR
DE
R
P11
3
SEALANT, ALL SIDES
18 GA BRUSHED STAINLESSSTEEL COLUMN WRAP. VERTICALSEAMS TO BE WELDED ORRIVETED SO THAT THEY ARENEAT, SMOOTH AND FREE OFBURRS. FOR LOCATIONSREF
DE-BURR EDGES, SEAL WITH CAULK
-1 A1
NRP1NRP1 SCB7SCB7
10' -
0"
APPLY WITH ADHESIVEAND ANCHOR WITHSMOOTH HEAD ANCHORS
BALER
6' - 0" 6' - 0"
CONT SEALANT. DO NOTSEAL ACCESS PANEL, TYP
SEE PLANS FOR COUNT ANDCONFIGURATION OFDRINKING FOUNTAINS
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:41:
59 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A7
ROOM FINISHSCHEDULE
AND DETAILS
073012
042712
TRH
64T
1/4" = 1'-0"4COMPACTOR CHUTEELEVATION
1/4" = 1'-0"5 ELEVATION AT MOP SINK
PLAN REFERENCEORIENTATION
AD
BC
1/4" = 1'-0"1 COLUMN COLORS
ROOM FINISH SCHEDULE
RM # ROOM NAME
FLOOR WALL CEILING
NOTES RM #FINISHA B C D
MAT FINISH HEIGHTBASE MAT FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH
100 SALES VCT9,VCT19 B6 C,G REF 1-A6 B6,B11 G,N P113,PS3 B6 C P113 B6,B9 C,G REF 4-A6 F --- VARIES 2,6,9,15,22 100101 CUSTOMER SERVICE VCT9 B6 C P113 B6 G P113,PL21 B6 G P113 --- G P113 ACT1 --- 10'-0" 8 101102 CASH EC B9 G P123 B9 G P123 B9 G P123 B9 G P123 G P33 8'-0" --- 102103 WOMEN'S TOILET CT11 CT18,G4 G,T REF A5.3 CT18,G4 G,T REF A5.3 CT18,G4 G,T REF A5.3 CT18,G4 G,T REF A5.3 G P33 8'-0" 3,15 103104 MEN'S TOILET CT11 CT18,G4 G,T REF A5.3 CT18,G4 G,T REF A5.3 CT18,G4 G,T REF A5.3 CT18,G4 G,T REF A5.3 G P33 8'-0" 3,15 104105 FAMILY TOILET CT11 CT18,G4 G,T REF A5.3 CT18,G4 G,T REF A5.3 CT18,G4 G,T REF A5.3 CT18,G4 G,T REF A5.3 G P33 8'-0" 3,15 105106 UPC EC B9 G P123 B9 G P123 B9 G P123 B9 G P123 ACT1 --- 8'-0" --- 106107 MANAGER'S OFFICE EC B9 G P123,PL22 B9 G P123,PL22 B9 G P123,PL22 B9 G P123,PL22 ACT1 --- 8'-0" 8,17 107108 TRAINING EC B9 G P123,PL22 B9 G P123,PL22 B9 G P123,PL22 B9 G P123,PL22 ACT1 --- 8'-0" 8,17 108109 BREAK ROOM EC B9 G P123,PL22 B9 G P123,PL22 B9 G P123,PL22 B9 G P123,PL22 ACT1 --- 8'-0" 8 109110 SITE TO STORE EC --- C --- WB G,L --- --- C --- WB G,L --- ACT1 --- 12'-0" 1,5 110111 CORRIDOR VCT9 B6 G P113,PS3 B6 G P113,PS3 B6 C P113 --- --- --- G P33 8'-0" 2 111112 PHARMACY C1 B9 G P40 B9 G P40 B9 G P40 B9 G P40 ACT1 --- 9'-0" 3,19 112114 PHARMACY TOILET EC B9 G NRP1 B9 G NRP1 B9 G NRP1 B9 G NRP1 G P33 10'-0" --- 114119 STOCKROOM EC WB G,L --- WB C,G,L NRP1 WB G,L --- CC N --- F --- VARIES 1,5,16,20,21,22 119120 RECEIVING EC WB,CC G,N,L --- WB C,G,L NRP1 WB G,L --- WB,CC G,N,L NRP1 F --- VARIES 1,5,16,20,21,22 120121 ELECTRICAL EC WB G --- WB G --- --- C --- WB G --- F --- VARIES 22 121122 MECHANICAL EC WB G,L --- WB G --- WB G --- WB G,L --- F --- VARIES 14,22 122123 DAIRY COOLER EC --- N --- --- N --- --- N --- --- N --- N --- 10'-0" 21,25 123124 FREEZER EC --- N --- --- N --- --- N --- CC N --- N --- 10'-0" 7,21,25 124126 ALCOVE VCT19 B6 G P113,PS3 B6 G P113,PS3 B6 G P113,PS3 --- --- --- G P33 8'-0" 2 126143 PRODUCE PREP EC SCB7 T NRP1 SCB7 T NRP1 SCB7 N --- SCB7 T NRP1 ACT2 --- 9'-10" 20,21 143144 PRODUCE COOLER EC --- N --- --- N --- CC N --- --- N --- N --- 10'-0" 7,21,25 144147 MEAT COOLER EC --- N --- --- N --- --- N --- --- N --- N --- 10'-0" 21,25 147148 BAKERY PREP EC SCB7 T NRP1 SCB7, SS T NRP1 SCB7 N --- SCB7 T NRP1 ACT2 --- 9'-10" 20,21 148149 SERVICE DELI EC SCB7 T NRP1 SCB7 T NRP1 SCB7 N --- SCB7 T NRP1 ACT2 --- 9'-10" 20,21 149998 FIRE RISER EC --- C --- --- G --- --- G --- --- C --- F --- VARIES 5,22 998999 REFRIGERATION EC B9 G --- B9 G --- B9 G --- B9 C --- F --- VARIES 5,22 999
1/4" = 1'-0"3 BALER ELEVATION 1/4" = 1'-0"2DRINKING FOUNTAINELEVATION
1
1
ISSUE BLOCK
1 REV#1 10.11.12
MATERIAL KEY
ALUMINUM LINKAL
STEEL PIPESP
HOLLOW METAL-STEELHM-STLOM ORNAMENTAL METAL
HOLLOW METALHMCHAIN LINKCLALUMINUMALUM
DESCRIPTIONMARK
PAIRPR
UNEVEN PAIRUPR
SCHEDULE NOTES1 SCHEDULED WIDTH AND HEIGHT ARE ROUGH OPENING SIZE2 REPLACEMENT DOOR. FIELD VERIFY EXISTING CONDITIONS3 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND , TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED DURING
BUSINESS HOURS". SIGNAGE FURNISHED BY WALMART AND INSTALLED BY GENERAL CONTRACTOR.
4 UNDERCUT DOOR 1 1/2"5 INSTALL LIFT CLEARANCE TRACK TO MAXIMUM HEIGHT ALLOWABLE TO STRUCTURE PER MANUFACTURER SPECIFICATIONS6 EXIT DEVICE AS SPECIFIED7 PROVIDE TACTILE "EXIT" SIGN, REF N18 EXISTING DOOR INFORMATION PROVIDED FOR REFERENCE ONLY91011 FULLY GASKETED FOR NEUTRALIZATION
PROVIDE VENDOR WITH FIELD DIMENSION OF CLEAR WIDTH BETWEEN MILLWORK AND WALL AFTER MILLWORK IS INSTALLED.12
1514
16NOT USED17
SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN".
METAL DOOR FRAMES VISIBLE TO CUSTOMER NOT IN EXTERIOR WALLS TO RECEIVE EPOXY PAINT1918
PROVIDE FLEXIBLE STRIP DOOR
REF A2 FOR EXTERIOR DOOR AND FRAME COLOR
13
PAINT DOOR ON INTERIOR OF TOILETS P33
PROVIDE 11"X2" MAIL SLOT CENTERED ON DOOR AT 2'-0" AFF; HINGED COVER TO BE ON ALCOVE SIDE
PROVIDE STAINLESS STEEL KICKPLATE FOR DOORDOOR TO BE FACTORY FINISH; DO NOT PAINT
NARROW LITE
NFULL HEIGHT
TRAFFIC
E
5"x18" STEELJAMB GUARDS
CLEAR VIEWVISION PANEL
2'-0" HIGH IMPACTBUMPER ON EACHSIDE OF DOOR
FLUSH
FHALF GLASS
G
S2SECTIONAL OVERHEAD
U1COILING CAFE
TRAFFIC
Y Y1CAFE
TRAFFIC
6"6"3'
-0"
MA
X
3'-6
" A
FF6"5"
1'-8
"
MA
X
3'-7
" A
FF
3'-7
"
USE SINGLE LEAF WHEREINDICATED ON PLAN
MOUNT TO MILLWORK
HOLLOW METAL2
HOLLOW METAL1
2" 4"
2" 2" 2" 2"
PAINT FRAME TOMATCH "A" WALLCOLOR
PAINT DOOR TOMATCH "B" WALLCOLOR
A
B
PAINT DOOR TOMATCH "A" WALLCOLOR
PAINT FRAME TOMATCH "B" WALLCOLOR
INTERIOREXTERIOR
4"x4"x1/4" ANGLE
OVERHEAD DOOR
SMOOTH FACE MASONRYFILLET SEALANT JOINT EACH SIDE
CONT SEALANT
6"x3/8" DIAMETER HEADED STUD ANCHORSAT 16" OC
DOCK SEAL AT TRUCK DOCK ONLYINSTALL PER MANUFACTURER'SINSTRUCTIONS
OVERHEAD DOOR TRACKMASONRY LINTEL
6"x3/8" DIAMETER HEADED STUD ANCHORSAT 16" OC
4"x4"x1/4" ANGLEVINYL WEATHER STRIPSECTIONAL OVERHEAD DOOR
CONT SEALANT
FILLET SEALANT JOINT
DOCK SEAL AT TRUCK DOCK ONLYINSTALL PER MANUFACTURER'SINSTRUCTIONS
INTERIOREXTERIOR
OVERHEAD DOOR
6"x3/8" DIAMETER HEADED STUD ANCHORSAT 16" OC
INTERIOREXTERIOR
3 1/2"x4"x1/4" ANGLEFULL HEIGHT
CONT SEALANT ALL EDGES
3 1/2"x4"x1/4" ANGLE TO 5'-0" AFF
6"x3/8" DIAMETER HEADEDSTUD ANCHORS AT 16" OCSTAGGERED FROM ADJACENTANCHORS
MASONRY LINTELREF STRUCTURALBRUSH WITH ALUMINUM HOLDER ON BONDBREAKER, REF DOOR SCHEDULE FORLOCATIONS
INSIDE FLEXIBLE STRIP DOOR MOUNT.EXTEND 1'-0" BEYOND DOOR. RETURN TO WALLAT ENDS, REF DOOR SCHEDULE FORLOCATIONSFLEXIBLE STRIP DOORSREF DOOR SCHEDULE FOR LOCATIONSOVERHEAD DOOR TRACK6" X 3/8" DIAMETER HEADED STUD ANCHORS AT 16" OCVINYL WEATHER STRIP4"x4"x1/4" ANGLEOVERHEAD DOOR
CONT SEALANT
INTERIOREXTERIOR
VARIES
6"
DOOR
NO STOP AT CASED OPENING
TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLYUNLESS NOTED OTHERWISE
CONT SEALANT BOTH SIDESDOUBLE STUDS
WALL TYPEREF PARTITION TYPES
VARIESFOR PARTITION TYPEREF PLANSCONT SEALANT EACH SIDE
NO STOP AT CASED OPENINGDOOR
JAMB WEATHERSTRIPPING
HOLLOW METAL DOOR
DOOR BOTTOM WEATHERSTRIPPINGDOOR SHOETHRESHOLD SET IN FULL BED OF MASTIC
COUNTER SUNK 1/4"x2" EXPANSION ANCHORS AT 12" OC
CONT SEALANT BED AT ALL EDGES OF THRESHOLD
INTERIOREXTERIOR
EXTERIOR
WEATHERSTRIPPINGDOOR AND FRAMEREF DOOR SCHEDULE4"x4"x1" STYROFOAM BLOCKMASTIC IN PLACE AT 3'-3" AFFTO CENTER OF BLOCKEXTERIOR DOORS ONLY
CONT SEALANT EACH SIDEDOORS AT FURRING CONDITIONRETURN GYPSUM BOARD TO DOOR JAMB
GYPSUM BOARD AND J-MOLD SET INCONSTRUCTION ADHESIVEREF PLAN FOR PARTITION TYPECMUREF PLAN AND ELEVATIONSGROUT FILL
MASONRY LINTELREF STRUCTURAL
FOR PARTITION TYPEREF PLANS
SEALANT EACH SIDEGROUT FILLHEAD WEATHERSTRIPPINGDOOR AND FRAMEREF DOOR SCHEDULE
1"
EXTERIOR
CONT SEALANT
DRIP CAP AT EXTERIOR DOOR ONLYSEAL TOP
2 1/
2"
6"
DOOR1/4" STEEL PLATE CHANNELPROVIDE COUNTER SUNK HOLESFOR 3/8" SCREWS AT 18" OC
2 1/2"x1/4"x4'-0" HIGH STEEL PLATEWELDED TO FACE OF JAMB(STOCKROOM SIDE ONLY)GRIND SMOOTH AND PAINT
6"x12"x3/16"x4" WIDE BENT STEEL PLATEANGLE AT BASE OF JAMBSWELD TO 1/4" STEEL PLATE CHANNEL AT JAMBSAND BOLT TO FLOOR WITH (3) 3/8" DIAMETER ANCHOR BOLTSSEALANT BOTH SIDESTRIPLE STUD AT JAMBSFOR PARTITION TYPEREF PLANS
2 1/
2"
DOOR
1/4" STEEL PLATE CHANNELWELD AND GRIND SMOOTHPROVIDE COUNTER SUNK HOLESFOR 3/8" SCREWS AT 18" OC
SEALANT BOTH SIDES
(3) J6x16 METAL HEADER STUDS WITH SPACERSCONT TRACK AT BOTTOM
FOR PARTITION TYPEREF PLANS
VARIES
DOORWELD CONT 5/16" STEEL PLATETO JAMB CHANNEL AT FLOORWELD TO 3"x3"x5/16" STEEL ANGLEBOLTED TO FLOOR WITH EXPANSION ANCHOR
1/4" STEEL PLATE CHANNEL WELD TOCHANNEL ABOVE AND GRIND SMOOTHPROVIDE COUNTER SUNK HOLES FOR3/8" SCREWS AT 18" OCSEALANT BOTH SIDES
DOUBLE STUDS AT JAMBSFOR PARTITION TYPEREF PLANS
VARIES
2 1/
2"
FOR PARTITION TYPEREF PLANS
SEALANT BOTH SIDES
1/4" STEEL PLATE CHANNELPROVIDED WITH COUNTER SUNK HOLESFOR 3/8" SCREWS AT 18" OC
WELD CONT 5/16" STEEL PLATE TO CHANNELDOOR
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:42:
06 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A8
DOORSCHEDULE
AND DETAILS
073012
042712
TRH
64T
1/4" = 1'-0"18 NOT USED
3/16" = 1'-0"22 DOOR TYPES
3/16" = 1'-0"24 FRAME TYPES
1/4" = 1'-0"19DOOR AND FRAME PAINTTRANSITIONS
DOOR AND FRAME SCHEDULEDETAIL REFERENCES ARE TO SHEET A8 UNO
MARK ROOM NAME
DOOR FRAME FIRERATING
(MIN) NOTESMAR
KTYPE MATERIAL COLOR QTYNOMINAL SIZE
GLASS TYPE MATERIAL COLORDETAIL
W H T HEAD JAMB THRESHOLD100 A SALES ETR ALUM --- 1 12' - 0" 12' - 0" --- --- --- --- --- --- --- --- --- 3,7,8,9 100 A100 B SALES ETR ALUM --- 1 12' - 0" 12' - 0" --- --- --- --- --- --- --- --- --- 3,7,8,9 100 B100 C SALES F HM-STL P113 2 2' - 8" 7' - 0" 1 3/4" --- EX HM P113 EX EX 13 --- 2,6,7,15 100 C100 D SALES F HM-STL P113 2 2' - 10" 7' - 0" 1 3/4" --- EX HM P113 EX EX 13 90 MIN 2,6,7,15 100 D101 A CUSTOMER SERVICE Y1 PLASTIC BLACK 1 2' - 11" 2' - 8" --- --- --- --- --- --- --- --- --- 12,14 101 A102 A CASH F HM-STL REF 19-A8 1 3' - 0" 7' - 0" 1 3/4" --- 1 HM REF 19-A8 11 10 --- --- 10,18 102 A103 A WOMEN F HM-STL REF 19-A8 1 3' - 0" 7' - 0" 1 3/4" --- 1 HM REF 19-A8 11 10 REF 2-A5.3 --- 4,13,16,18 103 A104 A MEN F HM-STL REF 19-A8 1 3' - 0" 7' - 0" 1 3/4" --- 1 HM REF 19-A8 11 10 REF 2-A5.3 --- 4,13,16,18 104 A105 A FAMILY TOILET F HM-STL REF 19-A8 1 3' - 0" 7' - 0" 1 3/4" --- 1 HM REF 19-A8 11 10 REF 2-A5.3 --- 4,13,16,18 105 A106 A UPC G HM-STL P59 1 3' - 0" 7' - 0" 1 3/4" TEMPERED 1 HM P59 11 10 --- --- --- 106 A107 A MANAGER'S OFFICE N HM-STL P123 1 3' - 0" 7' - 0" 1 3/4" TEMPERED 1 HM P123 11 10 --- --- --- 107 A108 A TRAINING N HM-STL REF 19-A8 1 3' - 0" 7' - 0" 1 3/4" TEMPERED 1 HM REF 19-A8 11 10 --- --- --- 108 A109 A BREAKROOM N HM-STL REF 19-A8 1 3' - 0" 7' - 0" 1 3/4" TEMPERED 1 HM REF 19-A8 11 10 --- --- --- 109 A110 A SITE TO STORE F HM-STL P113 1 4' - 0" 7' - 0" 1 3/4" --- --- HM P113 11 10 --- --- 18 110 A111 A CORRIDOR F HM-STL P113 2 2' - 8" 7' - 0" 1 3/4" --- EX HM P113 EX EX 13 --- 2,6,7,15 111 A112 A PHARMACY G HM-STL REF 19-A8 1 3' - 0" 7' - 0" 1 3/4" --- 1 HM REF 19-A8 11 10 --- --- 18 112 A112 B PHARMACY U1 ALUM --- 1 23' - 7" 10' - 0" --- --- --- --- --- 5-PH1 7-PH1.1 --- --- --- 112 B114 A PHARMACY TOILET F HM-STL P40 1 3' - 0" 7' - 0" 1 3/4" --- 1 HM P40 11 10 REF 2-A5.3 --- 4,13,16,18 114 A119 A STOCKROOM E PLASTIC BLACK PR 3' - 0" 9' - 0" --- ACRYLIC --- STEEL P94 17 16 --- --- 11,18 119 A119 B STOCKROOM F HM-STL P59 1 3' - 0" 7' - 0" 1 3/4" --- 2 HM P59 15 14 13 --- 6,7,15 119 B120 A RECEIVING E PLASTIC BLACK PR 3' - 0" 9' - 0" --- ACRYLIC --- STEEL P94 17 16 --- --- 11,18 120 A120 B RECEIVING F HM-STL P59 1 3' - 0" 7' - 0" 1 3/4" --- 2 HM P59 15 14 13 --- 6,7,15 120 B120 C RECEIVING S2 STEEL --- 1 6' - 0" 8' - 8" --- ACRYLIC --- --- --- 8 9 --- --- 1,5,19 120 C120 D RECEIVING S2 STEEL --- 1 8' - 0" 8' - 8" --- ACRYLIC --- --- --- 2 1 --- --- 1,5 120 D120 E RECEIVING S2 STEEL --- 1 8' - 0" 8' - 8" --- ACRYLIC --- --- --- 2 1 --- --- 1,5 120 E120 I (none) 5' - 0" 7' - 0" 120 I121 A ELECTRICAL F HM-STL P59 1 3' - 0" 7' - 0" 1 3/4" --- EX HM P59 EX EX 13 --- 6,15 121 A121 B ELECTRICAL F HM-STL P59 1 3' - 0" 7' - 0" 1 3/4" --- 1 HM P59 11 10 --- --- 6 121 B122 A MECHANICAL F HM-STL P59 1 3' - 0" 7' - 0" 1 3/4" --- 1 HM P59 11 10 --- --- 6 122 A143 A PRODUCE PREP E PLASTIC BLACK PR 3' - 0" 9' - 0" --- ACRYLIC --- STEEL P94 17 16 --- --- 11 143 A148 A BAKERY PREP E PLASTIC BLACK 1 4' - 0" 7' - 0" --- ACRYLIC --- STEEL P94 21 20 --- --- --- 148 A149 A SERVICE DELI Y PLASTIC BLACK 1 3' - 6" 4' - 0" --- --- --- STEEL P94 --- --- --- --- 14,18 149 A998 A FIRE RISER F HM-STL REF 19-A8 1 3' - 0" 7' - 0" 1 3/4" --- 1 HM REF 19-A8 11 10 REF 2-A5.3 --- 4,18 998 A999 A REFRIGERATION F HM-STL REF 19-A8 PR 3' - 0" 7' - 0" 1 3/4" --- 1 HM REF 19-A8 11 10 --- --- 13 999 A
1 1/2" = 1'-0"1 JAMB
1 1/2" = 1'-0"2 HEAD
1 1/2" = 1'-0"9 JAMB
1 1/2" = 1'-0"8 HEAD
1 1/2" = 1'-0"6 NOT USED 1 1/2" = 1'-0"10 JAMB
1 1/2" = 1'-0"11 HEAD
1 1/2" = 1'-0"13 THRESHOLD
1 1/2" = 1'-0"14 JAMB
1 1/2" = 1'-0"15 HEAD
1 1/2" = 1'-0"16 JAMB
1 1/2" = 1'-0"17 HEAD
1 1/2" = 1'-0"20 JAMB
1 1/2" = 1'-0"21 HEAD
3/16" = 1'-0"23 NOT USED
1/4" = 1'-0"7 NOT USED
1/4" = 1'-0"3 NOT USED
1" = 1'-0"4 NOT USED
1/4" = 1'-0"5 NOT USED
1
ISSUE BLOCK
1 REV#1 10.11.12
1. PROPER INSTALLATION OF JOINT SEALANTS ISCRITICAL TO MEETING OWNER QUALITY ASSURANCESTANDARDS. PROVIDE SEALANTS IN ACCORDANCEWITH DRAWINGS AND SPECIFICATIONS.REFERENCE SECTION 07900 FOR SEALANTSCHEDULE
2. ALL JOINTS BETWEEN DISSIMILAR MATERIALSSHALL BE SEALED AS REQUIRED FOR A COMPLETEAND PROPER INSTALLATION, REGARDLESS OFWHETHER SHOWN ON THE DRAWINGS OR INDICATEDIN THE SPECIFICATIONS. SUCH JOINTS NOT SHOWNOR SCHEDULED SHALL BE SEALED WITH SEALANTSCONSISTENT WITH SPECIFIED MATERIALS OR ASRECOMMENDED BY THE MANUFACTURER FOR THESPECIFIC APPLICATION
3. INTERIOR SEALANTS USED IN FOOD PREPARATIONAREAS SHALL MEET THE REQUIREMENTS FOR USE INUSDA REGULATED FACILITIES
4. REF A7 FOR SCHEDULE FINISH KEY
SHEET NOTES
SET BASE IN CONTINUOUS SEALANT
2x8 WOOD BASE
CONTINUOUS SEALANT
3/8" DIAMETER EXPANSION ANCHORSWITH 2 1/2" MINIMUM EMBEDMENT AT36" OC AT METAL STUD RUNNER
SET PLYWOOD WAINSCOT ON SEALANT BED
1/2" PLYWOOD WAINSCOT ON1/2" GYPSUM BOARD
WAINSCOT LOCATION AND HEIGHTSREF PLANS
WALL PARTITION
CHAMFERED SMOOTH
VARIES
SPLICERREF SPECS
END CAPREF SPECS
PREFABRICATED INSIDE ANDOUTSIDE CORNERS; REF SPECS
SANITARY COVE BASEREF SPECS TYP
TAB (TYP)
NOTE:REF INSTALLATIONINSTRUCTIONS FORMECHANICAL FASTNERS
NOTES:1. CONDITIONS SHOWN ARE FOR NEW CONSTRUCTION. PARTITION AND SUBSTRATE ABOVE 12" AFF MAY VARY AT EXISTING PARTITIONS.2. TRIM EXCESS BUILDING TAPE FROM PROJECTING HORIZONTAL FLAP PRIOR TO INSTALLATION OF BASE.3. REF 3-A9 FOR ADDITIONAL INFORMATION AT INSIDE AND OUTSIDE CORNERS.4. USE FASTENERS AND ACCESSORIES PROVIDED AND INSTALL SANITARY COVE BASE PER MANUFACTURERS INSTRUCTIONS.
WALL FINISH AS SCHEDULED
7 1/2" H SANITARY COVE BASEREF SPECIFICATIONS
METAL STUDBOTTOM TRACK
1/2" GLASS-MAT BACKER MATERIAL
BUILDING TAPE (4")REF SPEC SECTION 09655
3" M
IN
3" M
IN
CONCRETE FLOORREF PLANS FOR LOCATIONS
SANITARY COVE BASE OVER WALK-IN PANELSANITARY COVE BASE OVER NRP/STAINLESS STEEL
WALK-IN PANEL
BU
ILD
ING
TAP
E
SANITARY COVE BASE
TRIM HORIZONTAL EXTENDED FLANGEOF BUILDING TAPE TO 1" WIDE
STEEL TRACK
SECTION
INSIDE CORNER OUTSIDE CORNER
WALL TILEAS SCHEDULED
CONTINUOUSSEALANT
BASEREF FINISH SCHEDULE
1/2" GYPSUM BOARDUNO
SEALANT
NON PREP AREA
4" H GLASS-MATBACKER MATERIAL
1/2" GLASS-MATBACKER MATERIAL
BUILDING TAPEREF SPECS
PREP AREA
2" SELF-ADHESIVE FIBERGLASSMESH TAPE OVER BUILDING TAPE
7" HIGH 1/2" GLASS-MATBACKER MATERIAL AT TILECONDITION ONLY
2" VERTICAL MESH TAPEFULL HEIGHT OVER BUILDINGTAPE WITH 1" OVERLAP
2" HORIZONTAL MESHTAPE OVER BUILDINGTAPE WITH 1" OVERLAP
BUILDING TAPEOVER GLASS-MATBACKER MATERIAL
GLASS-MATBACKERMATERIAL
7"H GLASS-MATBACKER MATERIAL ATTILE CONDITION ONLY
1/2" OVERLAP 1/2" OVERLAP
2" VERTICAL MESH TAPEOVER 4" VERTICALBUILDING TAPE ON ALLVERTICAL CORNERS2" VERTICAL MESH TAPEFULL HEIGHT OVERBUILDING TAPE WITH 1"OVERLAP
2" VERTICAL MESHTAPE OVER 4" VERTICALBUILDING TAPE ON ALLVERTICAL CORNERS
8"1"
OV
ER
LAP
OF SINKREF A1.1 FOR SINKLOCATIONS
WALL STUDS
2x6x48" TREATEDWOOD BLOCKINGSTARTING AT 12" AFF
2x6x48" TREATEDWOOD BLOCKINGSTARTING AT 12" AFF
OF BLOCKING
OF BLOCKING
LOCATE DRAININSIDE WALL
7"7" 6
A5
WALL PARTITIONREF A5 FORPARTITION TYPE
1/2" SUBSTRATE FASTENED TOFACE OF WALK-IN BOXREF A5 FOR WALL PARTITION
INSTALL EDGE OF STUD FLUSHWITH FACE OF WALK-INPANEL
WALK-INPANELS BY OWNER
VERTICAL GYPSUM BOARDCONTROL JOINTREF SPECIFICATIONS
NOTE:FASTENERS ATTACHING STUDTRACK, METAL STUDS, ANDGYPSUM BOARD TO COOLERPANELS NOT TO EXCEED 1 1/2"
CONTINUOUS SEALANTBETWEEN FINAL FINISHAND WALK-IN PANEL
BACKER ROD
NOTE:ANGLED WALLS AT SIMREF PLAN
1/2"
WALL PARTITIONREF A5 FORPARTITION TYPE
FINAL WALL FINISH TO BE FLUSHWITH FACE OF WALK-INPANELS INSTALL STUDSACCORDINGLY
WALK-INPANELS BY OWNER
NOTE:FASTENERS ATTACHING STUDTRACK, METAL STUDS, ANDGYPSUM BOARD TO COOLERPANELS NOT TO EXCEED 1 1/2"
NOTE:ANGLED WALLS AT SIMREF PLAN
J-MOLD CONTINUOUS SEALANTBETWEEN FINAL FINISHAND WALK-IN PANEL
CONTINUOUS SEALANTBETWEEN FINAL FINISHAND WALK-IN PANEL
PLASTIC BASECUT TO FITREF A6 FOR TYPE
WALK-IN PANELBY OWNER
METAL FLASHING ANDCONTINUOUS SEALANT
GROCERY SALES
COOLER DOORBY OWNER
DOOR FRAMEHOLD FRAME 1/2" FROMFACE OF COOLER PANELPROVIDE WOOD SPACERBEHIND BOTTOM OF FRAME
DAIRY COOLER
1/2" GYPSUM BOARD
WALK-IN PANELBY OWNER
METAL FLASHING ANDCONTINUOUS SEALANT
GROCERY SALES
COOLER DOORBY OWNER
DOOR FRAMEHOLD FRAME 1/2" FROMFACE OF COOLER PANELFOR INSTALLATION OFGYPSUM BOARD
DAIRY COOLER
OUTSIDE FACEOF FREEZER
REF FOUNDATION PLANFOR SLAB AND REINFORCING
INSTALL (2) BEADS OF CONTSEALANT PER PANEL MFRRECOMMENDATIONS3/4" X 3" PLASTIC (KORLYTE)TRANSITION STRIPS. ATTACH WITH#12x3" ZINC COATED WOODSCREWS AT 18" OC STAGGEREDAND CONSTRUCTION ADHESIVE
EXTRUDED POLYSTYRENERIGID INSULATIONREF SPECS FOR DENSITY
SUB-SLABREF STRUCTURAL DRAWINGS
(2) 2x12 PRESSURE TREATEDBLOCKING AT PERIMETER
INSIDE FACE OF FREEZER
POLYETHYLENE VAPORRETARDER WITH TAPED JOINTSREF SPECS
CONT LOW TEMPERATURE SEALANTEACH SIDE BY OWNER
REF FINISH SCHEDULEFOR SANITARY COVEBASE REQUIREMENTS
1"
6"
4"6"
6"
1'-4
"
NO SANITARYCOVE BASE AT SIM
A912
POLYETHYLENE VAPOR RETARDERWITH TAPED JOINTS; REF SPECS
INSTALL (2) BEADS OF CONT SEALANTPER PANEL MFR RECOMMENDATIONS
(2) 3/4" X 3" PLASTIC (KORLYTE)TRANSITION STRIPS . ATTACH WITH #12x3"ZINC COATED WOOD SCREWS AT 18" OCSTAGGERED AND CONSTRUCTIONADHESIVE
(4) 2x12 PRESSURE TREATED BLOCKINGAT PERIMETER
EXTRUDED POLYSTYRENE RIGIDINSULATION; REF SPECS FOR DENSITY
FACE OF FREEZER
CONT LOW TEMPERATURE SEALANT BYOWNER
2 7/8"
A913 4"
6"6"
1' -
4"
FRE
EZE
RW
ALL
INTERIOREXTERIOR
L2"x2"x3/16"TYP
TYP3/16
2'-2"
1'-1"
1'-2
"1'
-2"
2'-4
"
2'-4"
15A9
(3) L2"x2"x3/16"BETWEEN FRAMES
3/4" PLYWOOD, SCREW TOFRAME WITH TAP SCREWS AT6" OC, PROVIDE CUT-OUTAROUND ANGLE SUPPORTSAT ENDS
(2) L2"x2"x3/16" FRAMES
TYP3/16
3/8" DIA A307 THREADEDROD SET IN HILTI HY-20EPOXY ADHESIVE WITH3 5/8" MINIMUMEMBEDMENT (TYP)
TYP
TYP
8'-0
"C
LEA
RA
FF
2'-6
"
2'-4"
2"2"
14A9
FRE
EZE
RW
ALL
INTERIOREXTERIORLINE OFEXTERIORWALL
1 1/2" = 1'-0"9 WAINSCOT SECTION
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:42:
11 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A9
MISCDETAILS
073012
042712
TRH
64T
3" = 1'-0"1SANITARY COVE BASEACCESSORY DETAILS
3" = 1'-0"2SANITARY COVE BASEDETAILS
1 1/2" = 1'-0"3 WALL DETAIL
1 1/2" = 1'-0"4BLOCKING AT WALLMOUNTED HAND SINK 1 1/2" = 1'-0"5
VERTICAL GYPSUMBOARD JOINT ATWALK-IN CORNERS
1 1/2" = 1'-0"6WALL JOINT AT WALK-INCORNERS
3" = 1'-0"8DETAIL AT BOTTOM OFDAIRY COOLER
3" = 1'-0"7DETAIL AT DAIRYCOOLER HEAD
3/4" = 1'-0"10INSULATED FREEZERSLAB
3/4" = 1'-0"11
INSULATED FREEZERSLAB AT EXTERIORWALL
1 1/2" = 1'-0"12
ENLARGED DETAIL ATPLASTIC TRANSITIONSTRIP
1" = 1'-0"14
EXPANSION TANKSUPPORT PLATFORMPLAN
1" = 1'-0"15
EXPANSION TANKSUPPORT PLATFORMSECTION
1 1/2" = 1'-0"13
ENLARGED DETAIL ATPLASTIC TRANSITIONSTRIP
NOTE:DUE TO THE NATURAL CURING OF CONCRETE, GAPS MAY APPEAR BETWEENTHE PLASTIC TRANSITION STRIP AND SLAB. FILL GAPS WITH CONT SEALANTAS SHOWN BELOW
INSTALL CONT JOINT FILLER (PY1) MIN 28 DAYSAFTER SLAB HAS BEEN POURED AND BEFORESTARTUP OF FREEZER BETWEEN PLASTICSTRIP AND SLAB, BOTH SIDES
INSTALL CONT JOINT FILLER (PY1) MIN 28 DAYSAFTER SLAB HAS BEEN POURED AND BEFORESTARTUP OF FREEZER BETWEEN PLASTICSTRIP AND SLAB, BOTH SIDES
INSTALL CONT JOINT FILLER (PY1) MIN 28 DAYSAFTER SLAB HAS BEEN POURED AND BEFORESTARTUP OF FREEZER BETWEEN PLASTICSTRIP AND SLAB, BOTH SIDES
ISSUE BLOCK
1. PROPER INSTALLATION OF JOINT SEALANTS ISCRITICAL TO MEETING OWNER QUALITY ASSURANCESTANDARDS. PROVIDE SEALANTS IN ACCORDANCEWITH DRAWINGS AND SPECIFICATIONS.REFERENCE SECTION 07900 FORSEALANT SCHEDULE
2. ALL JOINTS BETWEEN DISSIMILAR MATERIALSSHALL BE SEALED AS REQUIRED FOR A COMPLETEAND PROPER INSTALLATION, REGARDLESS OFWHETHER SHOWN ON THE DRAWINGS OR INDICATEDIN THE SPECIFICATIONS. SUCH JOINTS NOT SHOWNOR SCHEDULED SHALL BE SEALED WITH SEALANTSCONSISTENT WITH SPECIFIED MATERIALS OR ASRECOMMENDED BY THE MANUFACTURER FOR THESPECIFIC APPLICATION
3. INTERIOR SEALANTS USED IN FOOD PREPARATIONAREAS SHALL MEET THE REQUIREMENTS FOR USE INUSDA REGULATED FACILITIES
4. REF A7 FOR SCHEDULE FINISH KEY
GENERAL NOTES
3/4"x3" (KORLYTE) PLASTIC TRANSITIONSTRIP AT PERIMETER OF FREEZER WITHJOINT FILLER BOTH SIDES REF 12-A9 STEEL BOLLARD
STANDARD MOUNT AT COOLERSPLATE MOUNTED AT FREEZERS
6"x6" CONCRETE CURBSREF 4-A9.1 AND FLOORPLANS FOR EXACTLOCATION
NOTE: SEALED CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, COOLERS, ETCARE IN PLACE, USING FACE OF WALL OR WALK-IN PANEL AS SIDE FORM. REF 4-A9.1FOR WATERPROOFING. REF PLAN FOR BOLLARD AND MOUNTING PLATE LOCATIONS.
WALK-IN PANELS AND DOORBY OWNER
STEEL BOLLARDREF PLANS FORTYPE AND SIZE
FREEZEREXTERIOR
FREEZERINTERIOR
1'-0"
1'-0
"6"
EQEQ
6"
OPENING
DOOR
WIDTH + 1'-4"
DOOR OPENING
TYP
6"
TYP2"
1'-0"
6A9.1
6"x6" SEALED CONCRETECURBREF 4-A9.1 AND FLOOR PLANSFOR EXACT LOCATION
STEEL BOLLARD STANDARDMOUNT AT COOLER PLATEMOUNTED AT FREEZERS
3/4"x3" (KORLYTE) PLASTIC TRANSITIONSTRIP AT PERIMETER OF FREEZERWITH JOINT FILLER BOTH SIDESREF 12-A9
WALK-IN PANELS ANDDOOR BY OWNER
STEEL BOLLARDREF PLANS FORTYPE AND SIZE
10"
1'-0"
TYP
6"
TYP
10"
TYP
6"
TYP3"
1'-0"
NOTE: SEALED CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, COOLERS, ETCARE IN PLACE, USING FACE OF WALL OR WALK-IN PANEL AS SIDE FORM. REF 4-A9.1FOR WATERPROOFING. REF PLAN FOR BOLLARD AND MOUNTING PLATE LOCATIONS.
6A9.1
NO CURBS ATSIM CONDITION
WHEREAPPLICABLE
HUB DRAIN (BEYOND)WHERE APPLICABLEREF PLUMBING AND5-A9.1
WALK-IN PANELCONTINUOUSSEALANT
6"x6" SEALED CONCRETECURB WITH A SMOOTHHAND TROWEL FINISH
#4 x6" AT 24" OC
15 MIL VAPOR BARRIERAT WALL AND FLOOR
CONTINUOUSSEALANT
SLO
PE
9/16
"
5A9.1
6"x6" SEALEDCONCRETE CURBREF 4-A9.1LEAVE GAP AT DRAIN
HUB DRAIN WHENREQUIREDREF PLUMBING
WALK-IN PANEL
WALK-INSTOCKROOM
2"
2"10
" EQ
EQ
16"x16" SQUARE BOLLARD BASEPLATE, POSITION LOWER PLATEWITH POSITIONING TABS AGAINSTWOOD BLOCKING. REF SPECS
OUTSIDE FACEOF FREEZER
STEEL BOLLARDREF PLANS FOR LOCATION
NOTE:BOLLARD MOUNTING PLATES USEDFOR INTERIOR OF FREEZERS ONLY
FREEZER FLOOR
WELD BOLLARD BASE TO TOP OFBOLLARD MOUNTING PLATE WITH5/16" CIRCULAR WELD
4"6"
6"
1"
A9.17
2" X 3 1/2" POSITIONING TABS
2" x 3/8" STEEL SUPPORT FRAME
BASE SUPPORT
16" x 16" x 1/2" STEEL TOP PLATE
3/8" x 4" HEADED ANCHOR
1 1/4" x 1 1/4" x 1/8" STEEL ANGLE
16" x 16" x 1/2" STEEL TOP PLATE
POSITIONING TABS(SEE BASE SUPPORT DETAIL)
1 1/4" x 1 1/4" x 1/8" STEEL ANGLE
A - PLAN VIEW - BASE SUPPORT
B - SIDE VIEW - MOUNTING PLATE AND BASE
#4 REBAR (TYP)
C - TOP VIEW - MOUNTING PLATE
3/8" x 4" HEADED ANCHOR ATTACHEDTO UNDERSIDE OF MOUNTING PLATE
NOTE: ENTIRE MOUNTING PLATE ASSEMBLY ISFABRICATED BY THE VENDOR PRIOR TO DELIVERY.
9"
7"
1"
8"
6"
4 1/
2"
3 1/2" 1'-0"
TYP
OF
32"
1'-0
"
7BA9.1
NOTES:1. PROVIDE GALVANIZED CLOSURE PANELS AT ALL VERTICAL GAPS AND AT ALL HORIZONTAL
GAPS 52" OR LOWER AFF BETWEEN REFRIGERATED CASE, WALLS, AND/OR EQUIPMENT.2. PROVIDE STAINLESS STEEL CLOSURE PANELS LOCATED IN PREP AREAS.3. REF A1 AND A5 FOR ALL PARTITION TYPES AND LOCATIONS.
PLAN AT FRONT OFCASE AND WALL
REFRIGERATEDCASE
PLAN AT FRONT OFCASE AND END OF WALL
1" MAXFASTENERAT PARTITION
1/2" MAXFASTENERAT CASE
PLAN AT CASES
REFRIGERATEDCASE
FRONT
FRO
NTREFRIGERATED
CASE
FRONT
1/2" MAXFASTENER TYP
PLAN AT REAR OF CASEAND WALL
REFRIGERATEDCASE
FRO
NT
PARTITION ORWALL
1" MAXFASTENERAT PARTITION
1/2" MAXFASTENERAT CASE
PARTITION ORWALL
PLAN AT WALK-IN
PARTITIONOR WALL
1/2" MAXFASTENERTYP
WALK-IN PANELPARTITIONOR WALL
REFRIGERATEDCASE
FRONT1/2" MAXFASTENER
1/2" MAXFASTENER
(PLAN VIEW)
SECTION AT TOP OFCASE AND WALL
REFRIGERATEDCASECLOSURE
PANEL
1/2" MAXFASTENER
PARTITIONOR WALL
CLOSUREPANEL
CLOSUREPANEL
CLOSUREPANEL
CLOSUREPANEL
CLOSURE PANEL
TYP
1" O
VE
RLA
P
TYP1" OVERLAP
TYP1" OVERLAP
TYP1" OVERLAP
TYP
1" O
VE
RLA
P
TYP1" OVERLAP
100'-0"FF EL
SILICONE SEALANTALL SIDES
AR
EA
OF
RIM
TO
BE
FLU
SH
WIT
H F
F
CONTINUOUS SEALANTALONG FACE OF WALL
STAINLESS STEELCAP ON MOP SINK
THICKEN SLAB TO 6"
A - SECTION
B - PLAN
CONTINUOUS SEALANTALONG WALL
NON-FIBERGLASSREINFORCED PLASTICREF 2-A7
6" 3'-0" 6"
6"
3'-0"
11AA9.1
3"2'
-0"
2'-8
"
SECTION
ROUND OFF CONCRETE TOP
4" DIAMETER CORE DRILLED PIPEBOLLARD, FILL WITH CONCRETE
CONCRETE FLOOR SLAB(THICKNESS OR PROFILEMAY VARY DEPENDINGON LOCATION)
8" DIAMETER CORE DRILL
CONCRETE FILL
NOTE: FOR CMU/CONCRETEWALL MOUNTS, USE (6) 3/16"DIAMETER TAPCON ANCHORSWITH 1 1/4" EMBEDMENT WITHSTANDARD MONITOR WALLBRACKET
DUPLEX OUTLET MOUNTEDAT 90" AFF
DOUBLE BACK TO BACKMETAL STUDS IN WALL
CEILING AS SCHEDULED
(2) 2x10 BLOCKINGIN STUD WALL CAVITY
BO
BLO
CK
ING
8'-3
" AFF
TO
PREFAB FIBERGLASSACCESS PIT FORM ANDANCHORING ASSEMBLYREF SPECIFICATIONSECTION 03312
SCHEDULE 40 PVCREFRIG TUNNELS; SETTOP OF PVC AT 6"BELOW FF AND SLOPEDOWNWARD MIN 1" PER20' TOWARDS RISERS
REF FOUNDATION DETAILS FORSLAB AND REINFORCING
SPOT ELEVATIONSPROVIDED ONGROCERY UNDERSLAB PLANS ARE TOBOTTOM OF PVCTUNNEL
CONTINUOUS SEALANT ATPERIMETER OF ALL TUNNELPENETRATIONS
2"2'
-0"
MIN6"
REF FLOOR PLAN
1'-0"
4"4"
CONC FLOOR SLAB
TRENCH SUBSURFACE TO 2"BELOW BOTTOM OF PVC; FILLWITH GRANULAR MATERIAL
EMS CONDUIT (REFGROCERY ELECTRICAL)
SCHEDULE 40 PVC REFRIGERATIONTUNNELS; SLOPE DOWN 1" PER 20'TOWARDS RISERS; REF SPOTELEVATIONS GROCERY UNDERSLABPLANS
SUBSURFACE; REF FOUNDATIONSUBSURFACE PREP NOTE
ELECTRICAL CONDUITFOR REFRIGERATEDCASES, TYP
VA
RIE
S
1"
2"
STEEL BOLLARDREF PLANS FORSIZE, TYPE ANDLOCATIONS
WALK-IN BOXAND DOOR BYOWNER
TYP6"
TYP
4"
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:42:
15 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A9.1
MISCDETAILS
073012
042712
TRH
64T
1/2" = 1'-0"1SLIDINGCOOLER/FREEZER DOOR
1/2" = 1'-0"2SINGLE ACTINGCOOLER/FREEZER DOOR
1" = 1'-0"4 CURB 1" = 1'-0"5 CURB/ FUNNEL DRAIN
1" = 1'-0"6PLATE MOUNTEDBOLLARD
3/4" = 1'-0"7BOLLARD MOUNTINGPLATE
3/4" = 1'-0"13 CLOSURE PANEL DETAIL
3/4" = 1'-0"11 RECESSED MOP SINK 1" = 1'-0"8 CORE DRILLED BOLLARD
1" = 1'-0"12 NOT USED 1/2" = 1'-0"14LP MONITOR BLOCKINGELEVATION
1" = 1'-0"10 REFRIGERATION PIT 3/4" = 1'-0"9REFRIGERATIONTRENCH
1/2" = 1'-0"3DOUBLE ACTING DOORAT WALK-IN
1
1
ISSUE BLOCK
1 REV#1 10.11.12
SST4 WITHEASED EDGE
3/4"
1. ALL EXPOSED COUNTERTOP CORNERS ARE TOBE EASED
2. ALL MELAMINE TO BE BLACK
3. PROVIDE CONTINUOUS SEALANT AT ALL SOLIDSURFACE JOINTS
4. REFER TO SHEET A7 FOR SCHEDULE FINISH KEY
5. REF ELECTRICAL FOR COVER PLATE MATERIALAND FINISH
SHEET NOTESB - BUTT JOINT
CAB - BUTTS TALLER MILLWORK
FE - FINISHED END (REF 20-A9.2)
W - BUTTS WALL
ABBREVIATION LEGENDPLASTIC BASE - APPLY TIGHT TO FLOORAFTER MILLWORK IS INSTALLED LEVELAND PLUMB SET IN CONTINUOUS BEADOF SEALANT AND ANCHOR WITHSCREWS AT 16" OC
CONTINUOUSSEALANT
BASE SET IN FULLBED OF MASTIC
2x BASE FRAME
NOTE: B9 BASE ATTACHED TO 2x6BLOCKING AT SIM CONDITION
4"
3"
1/4" CHAMFER AT PLASTICLAMINATE AND HARDWOODEDGE
PLASTIC LAMINATE ON3/4" SUBSTRATE
SEALED HARDWOODEDGE TRIM (TYP)
1 1/
2"
1"
3/4"
NOTE: PROVIDEPLASTIC LAMINATEON FINISHED ENDS
COUNTER TOP ONCONTINUOUSWOOD BLOCKINGSST4
PLASTIC LAMINATEON 3/4" SUBSTRATEEXTERIOR ANDEXPOSED SIDESTYP PL21
BLACK WALL GUARD
ALL INTERIORCOMPONENTSMELAMINE ON 3/4"SUBSTRATE (UNO)
1x4 WOODBLOCKING (TYP)
2"W X 4"H WIRE CHASE
1' -
1"
1 1/2"
2' - 6"
10"
2' -
10"
4"
B9 TYPOH
3/4"
A9.219
OH
A9.219
OH
3/4"
10"
2' -
10"
2' - 6"
1 1/2"
4"
COUNTER TOP ONCONTINUOUSWOOD BLOCKINGSST4
PLASTIC LAMINATEON 3/4" SUBSTRATEEXTERIOR ANDEXPOSED SIDESTYP PL21
BLACK WALL GUARD
ALL INTERIORCOMPONENTSMELAMINE ON 3/4"SUBSTRATE (UNO)
1x4 WOODBLOCKING (TYP)
2"W X 4"H WIRE CHASE
B9 TYPOH
6"
DRILL FORADJUSTABLESHELVING
A9.219
OH
A9.219
OH
1 1/2" DRAWERSTOP
CASH DRAWER
REGISTERCOMPUTER
JUNCTION BOX
4"
COUNTER TOP ONCONTINUOUSWOOD BLOCKINGSST4
PLASTIC LAMINATEON 3/4" SUBSTRATEEXTERIOR ANDEXPOSED SIDESTYP PL21
BLACK WALL GUARD
ALL INTERIORCOMPONENTSMELAMINE ON 3/4"SUBSTRATE (UNO)
1x4 WOODBLOCKING (TYP)
2"W X 4"H WIRE CHASE
B9 TYPOH
1 1/2" 1/2"
3/4"
10"
2' -
10"
2' - 6"
6 3/
4"6
3/4"
1' - 7"
1' -
6"
A9.219
OH
A9.219
OH
DRILL FORADJUSTABLESHELVING
4"
COUNTER TOPREF TYPSST4
PLASTIC LAMINATEON 3/4" SUBSTRATEEXTERIOR ANDEXPOSED SIDESTYP PL21
BLACK WALL GUARD
ALL INTERIORCOMPONENTSMELAMINE ON 3/4"SUBSTRATE (UNO)
1x4 WOODBLOCKING (TYP)
2"W X 4"H WIRE CHASE
B9 TYPOH
3/4"
2' -
10"
10"
A9.219
OH
A9.219
OH
2' - 6"
1 1/2" 1/2"-20 A9.2
B9
PL7
2" OPENING IN COUNTERTYP (3) PLACES
P10 1 1/4" PIPE LEGS
1/2" IMPACT RESISTANTGYPSUM BOARD TO 48" AFF
PRINTER
12A9.2
6' - 0"3' - 7 1/2" FILE CABINETSNIC
2' -
8"
FE
FE
PLASTIC LAMINATE PL7ON 3/4" SUBSTRATE TOPAND BACKSPLASH
1 1/4" OD STEEL PIPEAT 4'-0" OC MAXIMUMPAINT P10 UNO
FLANGE ATTACHMENTSCREW AT COUNTERAND TO FLOOR
SEALED HARDWOODEDGE
CONTINUOUS2x4 BLOCKING
CONTINUOUS SEALANT
2" DIAMETEROPENING FORCORDS
2' -
8" U
NO
1 1/
2"
2' - 6" UNO
4"
A9.213
B9
DRAWER
1x4 WOOD BLOCKING TYP
CONTINUOUS SEALANT
PLASTIC LAMINATE ON 3/4"SUBSTRATE EXTERIOR ANDEXPOSED SIDES PL7
PLASTIC LAMINATE ON 3/4"SUBSTRATE EXTERIOR ANDEXPOSED SIDES PL7
CONTINUOUS SEALANT
CONTINUOUS SEALANT
COLOR TO MATCH PL7
ALL INTERIOR COMPONENTSMELAMINE ON 3/4"SUBSTRATE (UNO)
DRILL FOR ADJUSTABLE SHELVES
COLOR TO MATCH PL7
DRILL FOR ADJUSTABLE SHELVES
SST4 COUNTER TOP ONCONTINUOUS WOOD BLOCKINGWITH EASED EDGE REF
SST4 1/2" BACKSPLASH
ALL INTERIOR COMPONENTSMELAMINE ON 3/4"SUBSTRATE (UNO)
1' - 0"
2' -
2"2'
- 0"
2' - 3"
1/8"
6 3/
8"
1/4"
3/4"6"
MA
XIM
UM
HE
IGH
T A
FF
2' -
10"
2' - 0"
1' - 10"
1/2"
1x4 WOOD BLOCKING TYP
A9.219
OH
-20 A9.2
SINK BEYOND - REF PLUMBING
1x4 WOOD BLOCKING TYPCONTINUOUS SEALANT
PLASTIC LAMINATE ON 3/4"SUBSTRATE EXTERIOR ANDEXPOSED SIDES PL7
PLASTIC LAMINATE ON 3/4"SUBSTRATE EXTERIOR ANDEXPOSED SIDES PL7
CONTINUOUS SEALANT
CONTINUOUS SEALANT
COLOR TO MATCH PL7
DRILL FOR ADJUSTABLE SHELVES
SST4 COUNTER TOP ONCONTINUOUS WOOD BLOCKINGWITH EASED EDGE REF
SST4 1/2" BACKSPLASH
ALL INTERIOR COMPONENTSMELAMINE ON 3/4"SUBSTRATE (UNO)
2' -
4 3/
8"4
5/8"
1/4"
3/4"6"
MA
XIM
UM
HE
IGH
T A
FF
2' -
10"
2' - 3"
1' -
6"2'
- 8"
1x4 WOOD BLOCKING TYP
-20 A9.2
B9
DRAWERS
1x4 WOOD BLOCKING TYP
CONTINUOUS SEALANT
PLASTIC LAMINATE ON 3/4"SUBSTRATE EXTERIOR ANDEXPOSED SIDES PL7
PLASTIC LAMINATE ON 3/4"SUBSTRATE EXTERIOR ANDEXPOSED SIDES PL7
CONTINUOUS SEALANT
COLOR TO MATCH PL7
DRILL FOR ADJUSTABLE SHELVES
SST4 COUNTER TOP ONCONTINUOUS WOOD BLOCKINGWITH EASED EDGE REF
ALL INTERIOR COMPONENTSMELAMINE ON 3/4"SUBSTRATE (UNO)
1' - 0"
MA
XIM
UM
HE
IGH
T A
FF
2' -
10"
4' -
2"
7 1/
2" 1/8"
7 1/
2" 1/8"
7 1/
4" 1/8"
6 3/
8" 1/4"
3/4"
2' - 0"
1x4 WOOD BLOCKING TYP
1' - 3"
A9.219
OH
-20 A9.2
FE
WFE
W
OF
SIN
K
NOTE:SOLID SURFACEPENETRATIONS TOBE CUT ON SITE
BFE CAB
FE
EXCESS LENGTH CUT IN FIELD
BACKSPLASH
2' -
3"
3' - 5"
6"
7' - 1 1/2"
6' - 0"
B9
PL7
NOTE: INSTALL BASEAFTER INSTALLATIONOF CABINETS
PLASTIC LAMINATE ON3/4" SUBSTRATE FRONTSAND EXPOSED ENDSTYP
OPEN
OPENADJ
2' -
10"
4' -
2"
2' - 2" 3' - 0" 1' - 10" FILLER1"
2' -
10"
2' -
2"2'
- 0"
2' - 2" 3' - 0" 1' - 10" FILLER1"
7' - 1"
6"
5' - 2 1/2"
SINK
16A9.2
15A9.2
17A9.2
NOTE:INSTALL BASE MOULDINGAND LAMINATE BELOW SINKAFTER INSTALLATION OFCABINET. LAMINATE SHALLNOT BE EXPOSED ABOVESINK CABINET
NOTE:INSULATE ALL EXPOSED PIPINGAT SINK. SINK, FAUCET ANDDRAIN PROVIDED BY GC
B9
PL21
NOTE: INSTALL BASE AFTERINSTALLATION OF CABINETS
PLASTIC LAMINATE ON3/4" SUBSTRATE FRONTSAND EXPOSED ENDSTYP
JUNCTION BOXBEYOND
3' - 0"
5' -
6"
10A9.2
B9
PL21
NOTE: INSTALL BASEAFTER INSTALLATIONOF CABINETS
PLASTIC LAMINATEON 3/4" SUBSTRATEFRONTS ANDEXPOSED ENDSTYP
CONTINUOUSSEALANT
1 x 4 WOODBLOCKINGEQUALLYSPACEDTYP
ALL INTERIOR COMPONENTSMELAMINE ON 3/4"SUBSTRATE (UNO)
1x4 WOODBLOCKING (TYP)
JUNCTION BOX
DRILL FORADJUSTABLESHELVING
A9.219
OH
EQ
1/8"
EQ
4"
2' - 0"
3' -
4"
2"
NOTE:REF ELEVATIONS ANDSECTIONS FOR UNDERCOUNTER FIXTURES
CAFE TRAFFIC GATEREF PLAN AND DOORSCHEDULE
2' - 4"
3' -
5"15
' - 4
"
2' -
4 5/
8"2'
- 0"
2' -
0"2'
- 4
1/2"
2' -
0"2'
- 0"
2' -
5 7/
8"1"
8A9.2
7A9.2
6A9.2
5A9.2
7A9.2
8A9.2
8A9.2
3A9.2
4A9.2
15' -
4 1
/2"
2' - 6"
NOTE:SOLID SURFACEPENETRATIONS TOBE CUT ON SITE
FE
W
FE
FE
B9
SST4
NOTE: INSTALL BASEAFTER INSTALLATIONOF CABINETS
PLASTIC LAMINATE ON3/4" SUBSTRATE FRONTSAND EXPOSED ENDS TYP
NOTE:REF PLAN FOR WALLPARTITION
CAFE TRAFFIC GATEREF PLAN AND DOOR SCHEDULE
COUNTERTOP
BLACK WALL GUARD
2' -
10"
15' - 4"3' - 5"
PL21
5A9.2
6A9.2
7A9.2
8A9.2
7A9.2
8A9.2
8A9.2
B9
PL21
NOTE: INSTALL BASEAFTER INSTALLATIONOF CABINETS
ADJUSTABLESHELVING
FIXEDSHELVING
NOTE:REF PLAN FOR WALLPARTITION
ADJUSTABLESHELVING
FIXEDSHELVING
ADJUSTABLESHELVING
JUNCTIONBOXES TYP
PLASTICLAMINATE ON3/4" SUBSTRATEFRONTS ANDEXPOSED ENDSTYP
SST4COUNTERTOP
8A9.2
7A9.2
6A9.2
5A9.2
7A9.2
8A9.2
8A9.2
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:42:
21 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
A9.2
MILLWORK
073012
042712
TRH
64T
6" = 1'-0"20 COUNTERTOP EDGE 6" = 1'-0"19 TOE SPACE
3" = 1'-0"13 COUNTERTOP EDGE
1" = 1'-0"5CUSTOMER SERVICESECTION
1" = 1'-0"6CUSTOMER SERVICESECTION
1" = 1'-0"7CUSTOMER SERVICESECTION
1" = 1'-0"8CUSTOMER SERVICESECTION
1/2" = 1'-0"11 DESK ELEVATION 1" = 1'-0"12 COUNTER SECTION
1" = 1'-0"15UPPER & LOWERCABINET SECTION
1" = 1'-0"16UPPER & LOWERCABINET SECTION
1" = 1'-0"17 CABINET SECTION 1/2" = 1'-0"18BREAKROOMCOUNTERTOP PLAN
1/2" = 1'-0"14CABINET ELEVATION ATBREAKROOM
1/2" = 1'-0"9CABINET ELEVATION ATCUSTOMER SERVICE
1/2" = 1'-0"10CABINET SECTION ATCUSTOMER SERVICE
1/2" = 1'-0"1
CUSTOMER SERVICEMILLWORK PLANSECTION
1/2" = 1'-0"2CUSTOMER SERVICECOUNTERTOP PLAN
1/2" = 1'-0"3CUSTOMER SERVICEFRONT ELEVATION
1/2" = 1'-0"4CUSTOMER SERVICEREAR ELEVATION
1
1
1
ISSUE BLOCK
1 REV#1 10.11.12
SHEET NOTES1. INTERIOR PLAN DIMENSIONS SHALL BE TO
FACE OF STUD/CMU UNLESS NOTEDOTHERWISE.
2. SUPPORT COUNTERTOPS WITH TEMPORARY2x4 LEGS UNTIL BASE CABINETS AREINSTALLED. THEN INSTALL PERMANENT 1 1/4"DIAMETER PIPE SUPPORT LEGS AT OPENSPANS.
3. PROVIDE SOUND ATTENUATION IN ALL TOILETROOM PARTITIONS.
4. INSTALL MIRRORS PER MANUFACTURERSSPECIFICATIONS.
5. PAINT ALL EXPOSED CONDUIT TO MATCHADJACENT WALLS.
6. REF A7 FOR SCHEDULE FINISH KEY.7. OWNER FURNISHED AND INSTALLED ITEMS
SHOWN DASHED UNO.8. PERIMETER WALLS OF PHARMACY SHALL HAVE
1/2" GYPSUM BOARD TO DECK.
1
E
F
4PH1
PH12
PH1 3
PH1.11
PH1.1
9
1.5
E.5
PHARMACY112
22' - 0 7/8"
4' - 0"
6.11PL216.23
ELECTRICAL PANELREF ELECTRICAL
2' - 0"112A
10' - 4"
32' -
0"
RO
UG
H O
PE
NIN
G
23' -
9 1
/2"
1' -
2"6'
- 0
3/4"
6' -
0"12
' - 7
1/2
"5'
- 2"
4' - 3"
3'-11 3/4"
10" 3' - 3" 2' - 0"
MIN
4' - 2"
C6
D611
DO NOT INSTALL PLASTICBASE BEHIND FIXTURESTYP
6' -
0 1/
8"1'
- 6"
4' -
1"1'
- 6"
4' -
1"1'
- 6"
11' -
11"
13' -
3 7
/8"
5' - 6"
14' -
0"
5' -
6"
WILL CALL
WILL CALL
WILL CALL
WILL CALL
10.05
10.25
SINK CABINET
SINK AND FAUCETGC FURNISHED GCINSTALLED
2' -
3"
C3
PHARMACYTOILET
114 FAMILY TOILET105
4' - 0" 4' - 2 1/2" 2' - 3"
4"
H3
11
6PH1.1
OH
6PH1.1
OH
6PH1
OHLPMONITOR
EQUIPMENTRISER WITHLOCK BOXREF -13 PH1.1
DROP-OFF
PRIVACY WALLREF
PICK UP
HEADERABOVE
PRIVACY WALLREF
EQUIPMENTRISERREFSIM
-13 PH1.1
-3 PH1.1
-3 PH1.1
COUNSELING
112B
OVERHEADROLLINGCLOSURE
114A
4'-0 3/4"
PH1.17
OHA
PH1.17
OHB
CABINET
4PH1.1
OH
4PH1.1
OH
5PH1.1
OH
10PH1.1
10PH1.1
10PH1.1
CLR
1' - 6" 1' - 4"
8' - 6"
PH1.114
15
T6
10HC
7.05 TYP
8A6.1
8A6.1
30"x48" CLEAR ANDLEVEL FLOOR SPACE
60"x56" CLEAR ANDLEVEL FLOOR SPACE
PH1.1 2
CONTINUE GYPSUMBOARD TO DECK
H3 11
G3 10
1' - 5" 2' - 0"
A72
105A
PHARMACY SIDE
CONTINUE STUDSAND GYPSUM BOARDTO DECK
2 1/2"x1 3/4" METALTRACK BEYOND
CEILING ASSCHEDULED
WALL BEYOND
TO 4'-0" AFF BOTH SIDESOF TRACK TYP
PH15
A6.17
B9
B9
B6
PL21
P113
NEWROOFINGSYSTEM
109'-0"BOS
COIL
CEILING AS SCHEDULED
MOTOR ASSEMBLYSIDE MOUNTED
GYPSUM BOARD P113
OVERHEAD ROLLINGCLOSURE
HSS BEYOND
PLACE CEILING SUPPORTS ASCLOSE AS POSSIBLE TO ROLLINGCLOSURE WITHOUT OBSTRUCTINGOPERATION
C6x1 5/8x20 GA AT 24" OC
1/2" GYPSUM BOARD ON 1/2"PLYWOOD SUBSTRATE P113
1/2" GYPSUMBOARD P113
(2) C12x1 5/8x14 GA LINTELWITH CONTINUOUS 14 GATRACK TOP AND BOTTOMATTACH TRACK TO LINTELWITH #12 SCREWS AT 16" OC
CURTAIN
BOTTOM BAR
J MOLD
L TRIM
THUMB TURNLOCKINGMECHANISM
STOP PLYWOOD SUBSTRATEAT 12'-0" AFF (2) LAYERS 1/2"GYPSUM BOARD TO DECK
L2x2x16 GA CLIP ANGLE ATTACHTO STUD WITH (2) #10 TEKSCREWS AND TO HSS COLUMNWITH (2) #12-24 TRAXX/5FASTENERS
1'-8
"6"
1'-8"
3" 5 7/8"
8 7/8"
1'-6
"
112'-0"AFF
FOR REFERENCE ONLYEQUIPMENT FURNISHED AND
INSTALLED BY WALMART
REFRIGERATORAND SHREDDER
BELOW
DROP-OFF MONITOR,CPU, KEYBOARD,
MOUSE, AND AVISIONSCANNER.
ZEBRAPRINTER
ZEBRAPRINTER
ZEBRAPRINTER
PAPERTOWEL
AND SOAPDISPENSERS
REFRIGERATORAND TRASH
BELOW
LASER PRINTERAND TRASH BELOW
RX PC FLAT MONITOR,CPU, KEYBOARD, MOUSE,
ZEBRA PRINTER, HANDSCANNER, AND PHONE
RX PC FLATMONITOR, CPU,
KEYBOARD, MOUSE, AND PHONE
VISUAL VERIFYRACK
CII AND5 DRAWER
FILES BELOW
WALLMOUNTED
PHONE
CO
UN
SE
LIN
G
COUNSELINGMONITOR, KEYBOARD,
SCANNER, AND MOUSE.
COUNSELINGCPU BELOW
DR
OP
-OFF
PICK-UP MONITOR,MOUSE, SCANNERAND KEYBOARD,SENSORMATIC
CASH DRAWER,PICK-UP CPU,
REGISTER CPU,ZEBRA PRINTER
BELOW
CASHDRAWER,PICK-UP
CPU,REGISTERCPU, AND
ZEBRAPRINTERBELOW
LASERPRINTER
ANDDROP
OFF CPUBELOW
DEBIT CARD READER,SIGNATURE CAPTURE DEVICE
SURE VISION SCREEN,REGISTER KEYPAD MONITOR,
REGISTER PRINTER, SCANNER,
SENSOR-MATICCPU
BELOW
PIC
K-U
P
PHONE
DROP-OFFMONITOR, KEYBOARD,
MOUSE, SCANNER,AND AVISION SCANNER
DEBIT CARD READER,SIGNATURE CAPTURE DEVICE
SURE VISION SCREEN,REGISTER KEYPAD MONITOR,
REGISTER PRINTER, SCANNER,
109' - 0"
104' - 0"
B68.02
3/4" BLACK VINYLCORNER GUARDS
6.11
4' -
6"
P40
OPEN TOBEYOND
BLACK VINYL WALL GUARDREF SPECIFICATIONSPL21B9
P113P113
NOTE:EXTERIOR OFPHARMACY TO BESEMI-GLOSS PAINTREF SPECIFICATIONS
6.11
PL21 P113
100' - 0"2' -
10"
8.02 B93/4" BLACK VINYLCORNER GUARDS
REFRIGERATORB9
3' -
5" 4' -
6"
P363/4" BLACK VINYLCORNER GUARDS
OVERHEAD ROLLINGCLOSURE
TYP
EMERGENCY RELEASE BOXCOORDINATE PLACEMENTWITH CLOSURE INSTALLER
REF -14 A9.1
BOS
P113
P113
P113
109'-0"
6" METAL STUDS AT24" OC TO 11'-0" AFF
EQ EQ
CEILING ASSCHEDULED
LIGHTREF ELECTRICAL
6" METAL STUDS AT24" OC SPACED TO
CENTER LIGHT
C6"x 1 5/8"x 20 GAAT 24" OC
1/2" GYPSUM BOARD ON1/2" PLYWOOD SUBSTRATE
HEADERREF 1-A6.1
1/2" GYPSUMBOARD ON 1/2"
PLYWOOD SUBSTRATE
1/2" GYPSUM BOARD
EQ EQ
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:43:
01 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
PH1
PHARMACY
073012
042712
TRH
64T
KEYNOTES6.11 48" HIGH PLASTIC LAMINATE WITH ALUMINUM
METAL EDGE TRIM AT EXPOSED EDGES6.23 PROVIDE 2X4 CONTINUOUS HORIZONTAL
WOOD BLOCKING AT 6'-0" AFF FULL LENGTHOF INDICATED WALL
7.05 BATT INSULATION8.02 HOLLOW METAL DOOR AND FRAME10.05 PAPER TOWEL DISPENSER, SURFACE
MOUNTED; NIC10.25 WALL MOUNTED SOAP DISPENSER
1/4" = 1'-0"1 PHARMACY FLOOR PLAN
3/4" = 1'-0"4WALL SECTION ATROLLING CLOSURE
1 1/2" = 1'-0"5 COILING DOOR SECTION
1/4" = 1'-0"1A EQUIPMENT PLAN 1/4" = 1'-0"2PHARMACY EXTERIORELEVATION
1/4" = 1'-0"3PHARMACY INTERIORELEVATION
1 1/2" = 1'-0"6 SOFFIT AT DOOR
ISSUE BLOCK
3" 3"
2'-1"
2'-3"
1 1/2" 1/2"
10"
2'-0
"
2'-1
0"
4"B9
PL21
3"
4"
1'-11"
B9
ALL INTERIORCOMPONENTS MELAMINEON 3/4" SUBSTRATE UNO.COLOR TO BE BLACK
DRILL FOR ADJUSTABLESHELVES
COUNTER TOP REFSST4
3"x4" CUT OUTFOR ELECTRICAL
BLACK VINYL WALLGUARDREF SPECIFICATIONS
OH
-11 PH1.1
A9.219
OH
A9.219
OH
3/4" OVERHANGTYP
OPENING IN CAPFOR GLASS
SST4
2x4 WOOD BLOCKING ATTOP OF WALL EACH SIDEOF GLASS ATTACH TOPLYWOOD ABOVEPLASTIC LAMINATE1"x1" ALUMINUM "L"EACH SIDE OF GLASSATTACHED AT 12" OC
2x WOOD BLOCKING3'-0" AFFWET GLAZE
PH1.111
1/2" CHAMFERAT EACH CORNER
PLAN
6"
ELEVATION1/2" = 1'-0"
6" RADIUS
1/2" CLEARTEMPERED GLASS WITHSMOOTHED CURVEDEDGES AT EXPOSEDAREAS
SALES PHARMACY
2' - 0"
7' -
0"
4' -
0"
2' -
10"
8"6
1/4"
6"
SST4
B9
3APH1.1
3BPH1.1
3"
EASED EDGE
5/8" PLYWOOD SUBSTRATE WITH20 DEGREE ANGLE CUT
5/8"
3/4"
1"
SST4
1'-9
"1'
-2"
6 3/
4"
2'-8"
6"
3/4"
5"
10"
1'-9"
1'-2
"
6 3/
4"
1"
HINGE TERRY:HINGE CP2-2203S,NICKEL/CHROME OREQUIVALENT
SECTION
LOCK BOX FRONT ELEVATION
DRAWER LOCKREF SPECS
ALL SURFACES
RISER FRONT ELEVATION
RISER PLAN
3/4" PLYWOOD,TYPICAL
ALL SURFACESALL SURFACES
ALL SURFACES
PL21PL21
PL21
PL21
SE
C
4'-0
"
1/2" CLEAR TEMPEREDGLASS WITH SMOOTHCURVED EDGES ATEXPOSED AREAS
PLASTIC LAMINATE
1/2" PLYWOOD
PL21
SECTION A1/2" = 1'-0"
PH1.18
3 5/8".
1/2".
(1) 3 5/8" STUDSEACH END 4'-0" TALL
2X WOOD BLOCKINGEACH SIDE OF GLASS
1/2" PLYWOOD
1/2" CLEARTEMPERED GLASS
3/4" BLACK VINYLCORNER GUARDS
SECTION BNTS
SST4 WITHEASED EDGE
3/4"
SHEET NOTES1. REF A7 FOR SCHEDULE FINISH KEY.2. ALL EXPOSED COUNTERTOP CORNERS AND
ENDS ARE TO BE EASED.
3'-1
1"
3'-5
"
8 3/4"
SST41x6 WOOD BLOCKING
SST4
5/8" PLYWOOD SUBSTRATEPAINT P40
CONTINUOUS 2x4 WOODBLOCKINGPAINT
1/2" GYPSUM BOARD ON1/2" PLYWOOD
6" x 20 GAUGE METALSTUDS AT 24" OC
P40
B9
CONTINUOUS SEALANTAT TOP OF BASE
CONTINUOUSSEALANT FILLETAT WALL TYP
PH1.111
PH1.112
OH
P40
7"
4'-6
"
3'-5
"
P40
B9
P40
SST4
1x WOOD BLOCKING
CONTINUOUS SEALANTFILLET AT WALL TYP
COUNTERTOPSST4
DRILL 2 1/2" HOLES IN COUNTERTOP AND PLYWOOD FOR CABLINGWHERE INDICATED ON PLAN
1"
2'-3"
5/8" PLYWOOD SUBSTRATEP40
CONTINUOUS 2x4BLOCKINGPAINT P40
1 1/4" OD STEEL PIPE AT4'-0" OC MAXPAINT UNO P36
1/2" GYPSUM BOARD
1/2" PLYWOOD
DO NOT INSTALL BASEBEHIND FIXTURESINSTALL BASE TO FIXTURESAFTER FIXTURES ARE SET
CONTINUOUS SEALANT ATTOP OF BASE
PH1.111
PH1.112
OHOH
1'-2
"
1/4"x1 3/4" WOODSCREWS
2x4 WOOD BLOCKINGTOP OF BLOCKING TOBE AT 10'-0" AFFREF FLOOR PLAN FORLOCATION
REF PLAN FORPARTITION TYPE
CEILING ASSCHEDULED
FF EL100' - 0"
8.02
MIRRORREF -6 PH1.1
P40
4' - 0"6' - 4" REFRIGERATOR
3' -
5"
B9
10.05
10.25
B6 B9
1' - 6" 1' - 6"
10.2510.05
2' - 3"
CONTINUOUS SEALANTFILLET AT WALL
SINK AND FAUCETREF PLUMBING
SST4
COUNTERTOPREF -11 PH1.1
B9
WATER FILTRATIONSYSTEMREF PLUMBING
FULL OVERLAYSLAB DOORS
16PH1.1
17PH1.1
3/164 SIDES
3/164 SIDES
1/2" GYPSUMBOARD ON 1/2"
PLYWOOD SUBSTRATE
1/2" GYPSUM BOARD ON1/2" PLYWOOD SUBSTRATE
1/2" GYPSUMBOARD ON 1/2"
PLYWOOD SUBSTRATE
1/2" GYPSUMBOARD ON 1/2"
PLYWOOD SUBSTRATE
A
1/2" GYPSUM BOARDON 1/2" PLYWOOD
B
BY OVERHEADROLLING CLOSURE
INSTALLER
BY OVERHEADROLLING CLOSURE
INSTALLER
TO 4'-0"AFF
TO 4'-0"AFF
TO 4'-0"AFF
(3) 6"x 18 GAUGEMETAL STUDS
4"x4"x3/16"x12'-0" HSSCOLUMN BY OVERHEAD
ROLLING CLOSURE INSTALLER
11"x8"x5/8" BASE PLATE WITH(4) 5/8"x2 5/8" EMBEDDED
THREADED RODS IN EPOXYADHESIVE BY OVERHEAD ROLLING
CLOSURE INSTALLER, TYP
4"x4"x3/16"x12'-0" HSSCOLUMN BY OVERHEAD
ROLLING CLOSURE INSTALLER
TO 4'-0"AFF
TO 4'-0"AFF
1/2" GYPSUM BOARDON 1/2" PLYWOOD
(3) 6"x 18 GAUGEMETAL STUDS
STOP STUDS 4" ABOVESCHEDULED CEILING HEIGHT
STOP STUDS 4" ABOVESCHEDULED CEILING HEIGHT
PL21
11 3
/4"
P113
TYP
1"
TYP1"
5 1/2"P40
5"
1 1/
4"P113
PL21
2' - 6"
11 7/8" 1' - 6 1/8"TO 4'-0"
AFF
P113
PL21
1' - 11"
11 7/8" 11 1/8"
P113
PL21
P113
PL21
11 3
/4"
PL21
P113
TYP1"
TYP
1"
5 1/2"
1 1/
4"5"
P40
1x4 WOOD BLOCKING
2x4 WOOD BLOCKING
COUNTERTOP FURNISHEDAND INSTALLED BYGENERAL CONTRACTORSST4 REF
OPEN TO FLOOR
CONTINUOUS SEALANT
1x4 WOOD BLOCKING
1x WOOD BLOCKING
INTERIOR OF CABINETMELAMINE ON 3/4" SUBSTRATEUNO. COLOR TO BE BLACK
PLASTIC LAMINATEON 3/4" SUBSTRATE,EXTERIOR ANDEXPOSED SIDESPL21
2'-0"
4"M
AX
HE
IGH
T AF
F
2'-1
0"
A9.219
OH 3" 1' - 9"
-11 PH1.1
3/4" SUBSTRATE SIDEPANEL
A9.219
OH
B9
SST4REF 11-PH1.1
3/4" SUBSTRATEADJUSTABLESHELVES
4" PLASTIC BASE
CABINET FURNISHEDAND INSTALLED BYCONTRACTOR
CONTINUOUS SEALANTFILLET AT WALL
ALL INTERIORCOMPONENTSMELAMINE ON3/4" SUBSTRATEUNO. COLOR TOBE BLACK
DRILL FOR ADJUSTABLESHELVES
DRILL 2 1/2" HOLES INCOUNTER TOP FOR CABLINGREF 1-PH1 FOR LOCATION
2' - 3"
2' - 0 1/4"
2' - 0 1/4"
3' -
5"
4"
2' - 3"
3"
OH
PLASTIC LAMINATEON 3/4" SUBSTRATE,EXTERIOR ANDEXPOSED SIDESPL21
MAX
1' - 0"
MIN
3' - 6"
3' - 3"
3'-6" MAX
2'-0" MIN
10.1410.14
7" - 9"3"
10.07
MIN
CLR
1 1/
2"
3' -
3"
2' -
10"
TOIL
ET
PA
PER
18" M
IN
10.06
4' -
0"
6"
MIN
3' - 0"
2' -
6"
10.05
10.09
10.11
10.12
2' -
10" MIN
1 1/
2"
10.1410.1410.14
SST4
PRIVACY WALLREF
NOTE:ALL DIMENSIONS ARETO FACE OF FINISH.
PRIVACY WALLREF
ADJUSTABLESHELVES
REF PLAN4 5/8"
REF PLAN4 5/8"
REF PLAN
10PH1.1
EQ EQ EQ EQ EQ EQ EQ EQ
-3 PH1.1 -3 PH1.1
1" = 1'-0"10 BASE CABINET SECTION
1" = 1'-0"8PRIVACY WALL CAPSECTION
1/2" = 1'-0"3 PRIVACY WALL
6" = 1'-0"12 COUNTERTOP EDGE
1 1/2" = 1'-0"13 EQUIPMENT RISER
6" = 1'-0"11 COUNTERTOP EDGE
SHEET:
CO
NS
ULT
AN
TSS
TIP
ULA
TIO
N F
OR
RE
US
E
THIS
DR
AW
ING
WA
S P
RE
PA
RE
D F
OR
US
E O
N A
SP
ECIF
IC S
ITE
AT
MIL
WA
UK
IE, O
RE
GO
NC
ON
TEM
PO
RA
NE
OU
SLY
WIT
H IT
S IS
SU
ED
ATE
ON
07/
30/1
2 A
ND
IT IS
NO
TS
UIT
AB
LE F
OR
US
E O
N A
DIF
FER
EN
TP
RO
JEC
T S
ITE
OR
AT
A L
ATE
R T
IME
.U
SE
OF
THIS
DR
AW
ING
FO
R R
EFE
RE
NC
EO
R E
XA
MP
LE O
N A
NO
THE
R P
RO
JEC
TR
EQ
UIR
ES
TH
E S
ER
VIC
ES
OF
PR
OP
ER
LY L
ICE
NS
ED
AR
CH
ITE
CTS
AN
DE
NG
INE
ER
S.
RE
PR
OD
UC
TIO
N O
F TH
ISD
RA
WIN
G F
OR
RE
US
E O
N A
NO
THE
RP
RO
JEC
T IS
NO
T A
UTH
OR
IZE
D A
ND
MAY
BE
CO
NTR
AR
Y T
O T
HE
LA
W.
1122210
JOB NUMBER:
3144
STORE NO.
64T
PROTO:
DOCUMENT DATE:
PROTO SIZE:
PROTO CYCLE:
DRAWN BY:
CHECKED BY:
BID SET.NOT FORCONSTRUCTION
MILWAUKIE, OR
10/1
9/20
12 4
:43:
09 P
MC
:\Use
rs\b
enw
\Doc
umen
ts\3
144-
01_M
ilwO
R_M
ain-
AR
CH
_Rig
ht_V
13_b
enw
.rvt
PH1.1
PHARMACYSECTIONS
AND DETAILS
073012
042712
TRH
64T
1 1/2" = 1'-0"4 SECTION AT KNEEWALL 1 1/2" = 1'-0"5 SECTION AT KNEEWALL
1 1/2" = 1'-0"6WALL MOUNTED MIRRORSECTION
1/4" = 1'-0"9PHARMACY INTERIORELEVATION
1/2" = 1'-0"1SINK CABINETELEVATION
KEYNOTES8.02 HOLLOW METAL DOOR AND FRAME10.05 PAPER TOWEL DISPENSER, SURFACE
MOUNTED; NIC10.06 TOILET PAPER HOLDER10.07 SANITARY NAPKIN DISPOSAL10.09 SOAP DISPENSER MOUNTED TO MIRROR, IF
NO MIRROR, MOUNT AS SHOWN IN PLANWITH BOTTOM OF DISPENSER 40" AFF
10.11 MIRROR10.12 TOILET SEAT COVER DISPENSER10.14 GRAB BARS (INSTALL PLYWOOD BACKING IN
WALLS)10.25 WALL MOUNTED SOAP DISPENSER
1 1/2" = 1'-0"7ROLLING DOOR GUIDEAND COLUMN
1/2" = 1'-0"16 SINK CABINET SECTION
1" = 1'-0"17 CABINET SECTION 1/2" = 1'-0"14 TOILET ELEVATION 1/2" = 1'-0"15 TOILET ELEVATION
3/8" = 1'-0"2CHECKOUT COUNTERREAR ELEVATION
1
1
ISSUE BLOCK
1 REV#1 10.11.12