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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 508.3 FOR NONSEPARATED USES. PER SECTION 508.3 (NONSEPARATED USES) - FIRE SEPARATION IS NOT REQUIRED BETWEEN ALL OCCUPANCIES OF 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 ACCESSORY TO ANOTHER OCCUPANCY SHALL BE INCLUDED AS PART OF THAT OCCUPANCY. THE COMBINED OCCUPANCY OF THE BREAKROOM AND TRAINING ROOM COMPLIES WITH THE ALLOWANCE AND IS THEREFORE CLASSIFIED AS MERCANTILE. BUILDING OCCUPANCIES: M - MERCANTILE - WHOLESALE OR RETAIL STORE (MAIN USE) SECTION 309.1 S1 - 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 PROVIDED STRUCTURAL FRAME 0 HOURS 0 HOURS ROOF CONSTRUCTION 0 HOURS 0 HOURS EXTERIOR BEARING WALLS 0 HOURS 0 HOURS EXTERIOR NONBEARING WALLS 0 HOURS 0 HOURS INTERIOR BEARING WALLS 0 HOURS 0 HOURS INTERIOR NONBEARING WALLS AND PARTITIONS 0 HOURS 0 HOURS FLOOR CONSTRUCTION 0 HOURS 0 HOURS SHAFT 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 1016.1 250' 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 BUILDINGS 100' 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 1004.1.1 SALES (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 ON TWO 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 SLIDERS 104-MEN'S TOILET, 105-FAMILY TOILET, 132" 100B 1(12'-0") HINGED SLIDERS 126-ALCOVE, 998-FIRE RISER, 111-CORRIDOR 66" 100C 2(3'-0") HINGED 66" 100D 2(3'-0") HINGED 66" 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") HINGED 119-STOCKROOM 1,316 S.F. S.F./300 = 5 OCCUPANTS x0.20 = 1" 66" 119A 2(3'-0") HINGED 33" 119B 1(3'-0") HINGED 121-ELECTRICAL 291 S.F. S.F./300 = 1 OCCUPANTS x0.20 = 1" 33" 121A 1(3'-0") HINGED 33" 121B 1(3'-0") HINGED 122-MECHANICAL 173 S.F. S.F./300 = 1 OCCUPANTS x0.20 = 1" 33" 122A 1(3'-0") HINGED 999-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") HINGED 102-CASH 90 S.F. S.F./100 = 1 OCCUPANTS x0.20 = 1" 33" 102A 1(3'-0") HINGED 110-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") SLIDER 36" 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") HINGED 144-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") SLIDER 45" 1(4'-0") HINGED 148-BAKERY PREP 305 S.F. S.F./100 = 4 OCCUPANTS x0.20 = 1" 45" 148A 1(4'-0") HINGED 149-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") HINGED 107-MANAGER'S OFFICE 86 S.F. S.F./100 = 1 OCCUPANTS x0.20 = 1" 33" 107A 1(3'-0") HINGED 108-TRAINING 104 S.F. S.F./20 = 6 OCCUPANTS x0.20 = 2" 33" 108A 1(3'-0") HINGED 109-BREAK ROOM 321 S.F. S.F./15 = 22 OCCUPANTS x0.20 = 5" 33" 109A 1(3'-0") HINGED TOTAL NET FLOOR AREA PER 2010 OSSC = 61,802 S.F. 1,743 OCCUPANTS ACCESSORY EGRESS WIDTH CALCULATIONS ACCESSORY SPACES EXITING THROUGH THE PRIMARY SPACES EXITING COMPLIES WITH 2010 OSSC SECTION 1004.1 ACCESSORY OCCUPANT % EXITING SPACE LOAD THROUGH SALES 143-PRODUCE PREP 3 0% = 0 144-PRODUCE COOLER 2 0% = 0 148-BAKERY PREP 4 50% = 2 149-SERVICE DELI 5 100% = 5 123-DAIRY COOLER 2 50% = 1 124-FREEZER 2 50% = 1 147-MEAT COOLER 2 50% = 1 106-UPC 3 50% = 2 112 & 114-PHARMACY 8 100% = 8 109-BREAKROOM 22 50% = 11 108-TRAINING 6 50% = 3 107-MANAGER'S OFFICE 1 50% = 1 101-CUSTOMER SERVICE 3 100% = 3 102-CASH 1 50% = 1 110-SITE TO STORE 1 100% = 1 40 ACCESSORY LOAD EXITING THRU SALES 40 MAIN SALES OCCUPANT LOAD 1,650 TOTAL OCCUPANT LOAD THRU SALES 1,690 EGRESS WIDTH FACTOR x0.20 TOTAL 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 OF GROSS FLOOR AREA (OSSC 1002.1) GENERAL NOTES 1. BUILDING WILL BE FULLY SPRINKLERED AS REQUIRED BY CONTRACT DOCUMENTS. SUBMIT FIRE SPRINKLER SYSTEM DRAWINGS AND CALCULATIONS TO AUTHORITIES HAVING JURISDICTION (FIRE DEPARTMENT, FIRE MARSHAL, ETC). OBTAIN ALL APPROVALS PRIOR TO FABRICATION OR INSTALLATION. 2. OWNER WILL PROVIDE FIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA 10. AUTHORITY HAVING JURISDICTION WILL APPROVE FINAL FIRE EXTINGUISHER LOCATIONS. 3. WALMART'S ALARM CENTRAL ENGINEERING TEAM HAS CONTACTED THE AUTHORITY HAVING JURISDICTION FOR PRE-PLAN DATA ABOUT STATE AND LOCAL REQUIREMENTS THAT DIFFER FROM THE NATIONALLY PUBLISHED CODES AND STANDARDS. A COMPLETE SITE SPECIFIC SUBMITTAL IS BEING MADE DIRECTLY TO THE AUTHORITY HAVING JURISDICTION. QUESTIONS SHOULD BE DIRECTED TO 1-800-530-9924, OPTION 3. 4. THE MAXIMUM STORAGE HEIGHT IN STOCKROOM AND RECEIVING IS TWELVE FEET. 5. REFER TO SPECIFICATION SECTIONS 01600 - PRODUCT REQUIREMENTS AND SECTION 01640 - OWNER FURNISHED PRODUCTS. THESE SECTIONS INCLUDE SPECIFIC INFORMATION REGARDING ITEMS AND SERVICES TO BE FURNISHED AND INSTALLED BY INDIVIDUALS OTHER THAN THE GENERAL CONTRACTOR. PLUMBING FIXTURE COUNTS: TOTAL BUILDING OCCUPANT LOAD IS 1,743 LOAD DISTRIBUTION: 50% MALE AND 50% FEMALE DISTRIBUTION COUNT: 872 MALE AND 872 FEMALE PER 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 FOUNTAINS REQUIRED: 1,743/1000 = 2 (2 PROVIDED) FIRE PROTECTION WALLACE ENGINEERING STRUCTURAL CONSULTANTS, INC. CARRIE J. JOHNSON 200 EAST BRADY STREET TULSA, OKLAHOMA 74103 STRUCTURAL DARYL L. BRAY SGA ARCHITECTURE, P.C. 1437 SOUTH BOULDER AVENUE, SUITE 550 TULSA, OKLAHOMA 74119-3609 ARCHITECTURAL MECHANICAL ELECTRICAL HENDERSON ENGINEERING, INC. DAVID D. HAAKE 8345 LENEXA DRIVE, SUITE 300 LENEXA, KANSAS 66214 HENDERSON ENGINEERING, INC. DUANE S. HENDERSON 8345 LENEXA DRIVE, SUITE 300 LENEXA, KANSAS 66214 HENDERSON ENGINEERING, INC. DUANE S. HENDERSON 8345 LENEXA DRIVE, SUITE 300 LENEXA, KANSAS 66214 DEFERRED SUBMITTALS: RACKING EXTERIOR SIGNAGE FIRE SPRINKLER DRAWINGS FIRE ALARM DRAWINGS SHEET: CONSULTANTS STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT MILWAUKIE, OREGON CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 07/30/12 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. 1122210 JOB NUMBER: 3144 STORE NO. 64T PROTO: DOCUMENT DATE: PROTO SIZE: PROTO CYCLE: DRAWN BY: CHECKED BY: BID SET. NOT FOR CONSTRUCTION MILWAUKIE, OR 10/19/2012 4:42:25 PM C:\Users\benw\Documents\3144-01_MilwOR_Main-ARCH_Right_V13_benw.rvt C1 COVER SHEET 073012 042712 TRH 64T ELECTRICAL ED1 ELECTRICAL DEMOLITION PLAN E1 LIGHTING PLAN E1.1 ENLARGED LIGHTING PLANS E1.2 ENLARGED LIGHITING PLANS E1.3 LIGHTING DETAILS AND SITE LIGHTING E2 POWER PLAN E2.1 ENLARGED POWER PLANS E2.2 ENLARGED POWER PLANS E2.3 ENLARGED POWER PLANS E3 ELECTRICAL DETAILS, SYMBOLS, AND SCHEDULES E4 ONE-LINE DIAGRAM, DETAILS, AND SCHEDULES E4.1 PANELBOARD SCHEDULES E4.2 PANELBOARD SCHEDULES RE1 FRONT REFRIG ELECTRICAL PLAN RE1.1 REAR REFRIG ELECTRICAL PLAN MECHANICAL PD1 PLUMBING DEMOLITION PLAN P1 DWV PLAN P2 ENLARGED DWV PLANS AND DETAILS P3 WATER PLAN P4 DWV RISER P5 WATER RISER P6 PLUMBING DETAILS P7 PLUMBING SCHEDULES MD1 HVAC DEMOLITION PLAN M1 HVAC PLAN AND DETAILS M2 ENLARGED HVAC PLANS AND DETAILS M3 MECHANICAL SCHEDULES AND DETAILS M4 EXHAUST HOOD EM1 ENERGY MANAGEMENT PLAN EM2 SEQUENCES OF OPERATION REM 1 REFRIG ENERGY MANAGEMENT PLAN REM 2 REFRIG ENERGY MANAGEMENT SCHEDULES R1 FRONT REFRIG PLAN R2 REAR REFRIG PLAN R3 REFRIG SCHEDULES R4 REFRIG DETAILS R5 REFRIG SUBMITTALS R6 REFRIG SUBMITTALS SR1 SEISMIC RESTRAINT ARCHITECTURAL (CONT) A7 ROOM FINISH SCHEDULE AND DETAILS A8 DOOR SCHEDULE AND DETAILS A9 MISC DETAILS A9.1 MISC DETAILS A9.2 MILLWORK PH1 PHARMACY PH1.1 PHARMACY SECTIONS AND DETAILS STRUCTURAL S0 GENERAL STRUCTURAL INFORMATION S1 FOUNDATION PLAN S2 FOUNDATION DETAILS S2.1 FOUNDATION DETAILS S3 ROOF FRAMING PLAN S4 GENERAL SCHEDULES AND DIAGRAMS S5 FRAMING DETAILS S5.1 FRAMING DETAILS FIRE PROTECTION FP1 FIRE SITE UTILITY PLAN FP1.1 FIRE SPRINKLER DEMOLITION PLAN FP2 OVERALL FIRE SPRINKLER PLAN FP2.1 SYSTEM 1 FIRE SPRINKLER PLAN FP2.2 SYSTEM 2 FIRE SPRINKLER PLAN FP3 FIRE PROTECTION DETAILS GENERAL C1 COVER SHEET N1 GENERAL INFORMATION FX1 FIXTURE PLAN (NOT IN BID SET) LS1 LIFE SAFETY PLAN (NOT IN BID SET) D1 DEMOLITION PLAN ARCHITECTURAL SP1 SITE PLAN SP2 SITE DETAILS A1 FLOOR PLAN A1.1 GROCERY FIXTURE PLAN A1.2 FLOOR FINISH PLAN A2 EXTERIOR ELEVATIONS A2.1 EXTERIOR SIGNAGE AND MISC DETAILS A3 EXTERIOR WALL SECTIONS A4 ROOF PLAN A4.1 ROOF DETAILS A5 ENLARGED PLANS A5.1 ENLARGED PLANS A5.2 ENLARGED TOILET PLANS A5.3 TOILET ELEVATIONS AND DETAILS A6 INTERIOR ELEVATIONS A6.1 PARTITION TYPES AND DETAILS A6.2 INTERIOR WALL SECTIONS A6.3 INTERIOR WALL SECTIONS MILWAUKIE, OR STORE NO.: 3144 DATE: 07/30/12 PROTO: 64T LIGHTING PLANS 1 ISSUE BLOCK 1 REV#1 10.11.12

E Y C D E U N S A S N T I M S R T E A H S N E C R D U O I ... name of project: milwaukie, oregon street address: 15600 se mcloughlin blvd, milwaukie, or 97267 proposed use: retail

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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

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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

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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

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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

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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

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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:

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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

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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:

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D A

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MAY

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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

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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

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D F

OR

US

E O

N A

SP

ECIF

IC S

ITE

AT

MIL

WA

UK

IE, O

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GO

NC

ON

TEM

PO

RA

NE

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WIT

H IT

S IS

SU

ED

ATE

ON

07/

30/1

2 A

ND

IT IS

NO

TS

UIT

AB

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OR

US

E O

N A

DIF

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OR

AT

A L

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.U

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OF

THIS

DR

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FO

R R

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EO

R E

XA

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N A

NO

THE

R P

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EQ

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ES

TH

E S

ER

VIC

ES

OF

PR

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LY L

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NS

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ITE

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AN

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INE

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S.

RE

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UC

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N A

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THE

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T A

UTH

OR

IZE

D A

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MAY

BE

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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

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\Doc

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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

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GO

NC

ON

TEM

PO

RA

NE

OU

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WIT

H IT

S IS

SU

ED

ATE

ON

07/

30/1

2 A

ND

IT IS

NO

TS

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AB

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ER

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OF

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AN

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T IS

NO

T A

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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

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\Doc

umen

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144-

01_M

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_Rig

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13_b

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.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

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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

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WIN

G F

OR

RE

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N A

NO

THE

RP

RO

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T IS

NO

T A

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OR

IZE

D A

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BE

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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:

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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

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US

E O

N A

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AT

A L

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OF

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THE

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EQ

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TH

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ER

VIC

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OF

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LY L

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NS

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AN

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S.

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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

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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

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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

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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:

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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

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35 P

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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

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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

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41 P

MC

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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

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TSS

TIP

ULA

TIO

N F

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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

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144-

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_Rig

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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

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WA

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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

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.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

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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

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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

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AN

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WA

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ITE

AT

MIL

WA

UK

IE, O

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ON

TEM

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S IS

SU

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ON

07/

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2 A

ND

IT IS

NO

TS

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AB

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US

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T S

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OR

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A L

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OF

THIS

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OF

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NO

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OR

IZE

D A

ND

MAY

BE

CO

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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

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144-

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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

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THIS

DR

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WA

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ITE

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MIL

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OF

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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

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\Doc

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144-

01_M

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_Rig

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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

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THIS

DR

AW

ING

WA

S P

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US

E O

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ITE

AT

MIL

WA

UK

IE, O

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ON

TEM

PO

RA

NE

OU

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WIT

H IT

S IS

SU

ED

ATE

ON

07/

30/1

2 A

ND

IT IS

NO

TS

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AB

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OR

US

E O

N A

DIF

FER

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TP

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T S

ITE

OR

AT

A L

ATE

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IME

.U

SE

OF

THIS

DR

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FO

R R

EFE

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R E

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N A

NO

THE

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TR

EQ

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TH

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ER

VIC

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OF

PR

OP

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LY L

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AN

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INE

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S.

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N A

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T IS

NO

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OR

IZE

D A

ND

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BE

CO

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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

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144-

01_M

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_Rig

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.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

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RE

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THIS

DR

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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

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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

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TIP

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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

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45 P

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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

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AN

TSS

TIP

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DR

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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

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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

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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:

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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

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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:

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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

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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

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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:

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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

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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

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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

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OR

US

E O

N A

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ITE

AT

MIL

WA

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SU

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ON

07/

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ND

IT IS

NO

TS

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US

E O

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OR

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.U

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ER

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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

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T S

ITE

OR

AT

A L

ATE

R T

IME

.U

SE

OF

THIS

DR

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ING

FO

R R

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RE

NC

EO

R E

XA

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LE O

N A

NO

THE

R P

RO

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TR

EQ

UIR

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TH

E S

ER

VIC

ES

OF

PR

OP

ER

LY L

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NS

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CH

ITE

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AN

DE

NG

INE

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S.

RE

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OD

UC

TIO

N O

F TH

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N A

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THE

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T IS

NO

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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:

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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

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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:

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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

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\Doc

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01_M

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_Rig

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.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