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DRAWING INDEX ABBREVIATIONS GENERAL REQUIREMENTS SITE VERIFICATION REQUIREMENTS z
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GENERAL GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL 1. THE ARCHITECT HAS MADE A SCOPE VISIT WITH MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS AND THE ARCHITECTURAL DRAWINGS , z
ABBR DEFINITION ABBR DEFINITION ABBR DEFINITION AND/OR STATE IF APPLICABLE BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAG AND OTHER ADOPTED INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD. IT, HOWEVER, REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING 0
C1 COVER SHEET AB ANCHOR BOLT FV FIELD VERIFY PCF POUNDS PER CUBIC FOOT ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES CONDITIONS PRIOR TO THE SUBMISSION OF A BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE
ACI AMERICAN CONCRETE INSTITUTE GA GAUGE PLAM PLASTIC LAMINATE HAVING JURISDICTION (AHJ). CONTRACTOR'S FAILURE TO VERIFY EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT OF PAVING, OR UTILITIES.
AFF ABOVE FINISHED FLOOR GC GENERAL CONTRACTOR PL PLATE 2. PROVISIONS REGARDING THE USE OF GAS AND DIESEL EQUIPMENT WITHIN AN ENCLOSED BUILDING, FORMERLY 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR
ARCHITECTURAL AHU AIR HANDLING UNIT GM GENERAL MERCHANDISE PLF POUNDS PER LINEAR FOOT INCLUDED IN THIS PARAGRAPH, ARE NOW INCLUDED IN SECTION 01351 -REGULATORY COMPLIANCE CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS
SP1 SITE PLAN AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION GR GROCERY PMEJ PREMOLDED EXPANSION JOINT 3. PROVISIONS REGARDING CORDS FOR ELECTRICAL EQUIPMENT AND ROUTING OF EQUIPMENT CORDS AND HOSES, MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL O
ARCH ARCHITECTURAL GYP BD GYPSUMBOARD PT PRESSURE TREATED FORMERLY INCLUDED IN THIS PARAGRAPH, ARE NOW INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING
SP1.1 SITE DETAILS ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS H HEIGHT PSF POUNDS PER SQUARE FOOT 4. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND PARAPETS, SCUPPERS AND ROOF DRAINS), AND JOIST BEARING ELEVATIONS PRIOR TO THE FABRICATION OF ANY STRUCTURAL ITEMS. IF DISCREPANCIES O O
Al FLOOR PLANS AND DETAILS AWS AMERICAN WELDING SOCIETY HMR HOME MEAL REPLACEMENT PSI POUNDS PER SQUARE INCH SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO REVIEW THESE DOCUMENTS DOES NOT RELIEVE THE ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WALMART CONSTRUCTION MANAGER AND THE C=:)
BD BOARD HORIZ HORIZONTAL PS PROTECTIVE SURFACING SUBCONTRACTOR OF ANY RESPONSIBILITY FOR PERFORMING WORK PROPERLY. NO ADDITIONAL COMPENSATION ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. THE BEGINNING OF STRUCTURAL STEEL
A2 EXTERIOR ELEVATION BFF BELOW FINISHED FLOOR HSA HEADED STUD ANCHOR PVC POLYVINYL CHLORIDE SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS FABRICATION BY THE GENERAL CONTRACTOR, STEEL FABRICATOR, OR JOIST MANUFACTURER MEANS ACCEPTANCE OF THE EXISTING CONDITIONS. O O
BL BLOCK LINTEL HSS HOLLOW STRUCTURAL SECTION QTY QUANTITY KNOWLEDGE. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES(WHETHER J1
A4 ROOF PLAN AND DETAILS BLDG BUILDING INFO INFORMATION REF REFER TO 5. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR SHOWN OR NOT) PRIOR TO THE SUBMISSION OF A BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WALMART
OS1 OWNER SUPPLIED ITEMS (NOT FOR PERMIT) BO BOTTOM OF ISO ISOLATION REINF REINFORCING DRAPES AS REQUIRED AND/OR AS DIRECTED BY WALMART CONSTRUCTION MANAGER TO KEEP DUST AND CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. O j
BOS BOTTOM OF STEEL OR BOTTOM OF STUD JBE JOIST BEARING ELEVATION REQD REQUIRED MOISTURE FROM THE OPERATING AREAS OF THE STORE. 4. THE CONTRACTOR SHALL VERIFY AND MAINTAIN (REPAIR IF DAMAGED) EXISTING IRRIGATION SYSTEMS AFFECTED BY THE CONSTRUCTION OF THIS Lo
BTM BOTTOMJST JOIST REV REVERSE 6. ANY DAMAGE TO WALMART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE PROJECT. M O
STRUCTURAL
BRG BEARING JT JOINT RI REACH-IN REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR 5. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL PROPERTY LINES, EASEMENTS, SETBACKS AND RESTRICTIONS. A REGISTERED SURVEYOR SHALL Q 0) a
ESTABLISH ALL PROPERTY LINES AND
CD CASH DRAWER KSI KIPS PER SQUARE INCH RO ROUGH OPENING SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE. L A SETBACKS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND CLEARLY FLAG PROPERTY LINES AND SETBACKS.
S1 FRAMING PLAN GENERAL NOTES AND CJ CONTROL JOINT L LENGTH RTU ROOF TOP UNIT 7. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS IT REMAINS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE EXACT LOCATION OF ALL SAID BOUNDARIES. Z
DETAILS CL CENTERLINE LB POUNDS SCHED SCHEDULE INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE 6. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. uJ
CLR CLEAR LLH LONG LEG HORIZONTAL SDI STEEL DECK INSTITUTE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. THE 7. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS, STAIRS, SIDEWALKS, FLATWORK OR PAVING ARE
CMU CONCRETE MASONRY UNIT LLV LONG LEG VERTICAL SIM SIMILAR CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY INSTALLED, VERIFY FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, LIMITS OF PAVING, ETC., TO
FIRE PROTECTION COL COLUMN LONG LONGITUDINAL SJI STEEL JOIST INSTITUTE EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION)OF ANY EXTERIOR WALL, ACCOMMODATE THE REQUIRED RAMP SLOPE, RISER HEIGHTS OR PAVING AREAS. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED
CONC CONCRETE LVT LUXURY VINYL TILE SP SPACES 8. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WALMART CONSTRUCTION MANAGER AND THE
FP1 FIRE PROTECTION PLANS AND DETAILS CONST CONSTRUCTION MAX MAXIMUM SPECS SPECIFICATIONS DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS.
CONT CONTINUOUS MDF MEDIUM DENSITY FIBERBOARD SS I STAINLESS STEEL EXISTING BUILDING OR IN ANY NEW ADDITION. 8. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL NEW OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING THE
DIA DIAMETER MECH MECHANICAL STRUC ISTRUCTURAL 9. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS,ACCESSORIES, SERVICES, FINISHES OR SURFACES FINISH FLOOR ELEVATION. TO VERIFY FLOOR ELEVATION,THE CONTRACTOR SHALL REMOVE A SMALL PORTION OF THE BLOCK WALL AT THE PROPOSED
MECHANICAL DS DOWNSPOUT MFR IMANUFACTURER T&B I TOP AND BOTTOM AS REQUIRED SHOWN OR NOT SHOWN, FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR OPENING BETWEEN THE EXISTING STORE AND THE ADDITION.
EAS EMERGENCY ACCESS SYSTEM MIN MINIMUM THK THICKNESS CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 9. THE CONTRACTOR SHALL VERIFY EXISTING FOOTING DEPTHS AND MATCH AT NEW ADDITION TO INSURE PROPER BLOCK COURSING. ANY DISCREPANCY
MP1 MECHANICAL AND PLUMBING PLANS EDC ELECTRICAL DISTRIBUTION CENTER MISC MISCELLANEOUS TO TOP OF 10. NOT USED. SHALL BE REPORTED TO THE WALMART CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION. Lu
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R1 REFRIGERATION PLAN EIFS EXTERIOR INSULATION A SH SYSTEM MO MASONRY OPENING TOC/TC TOP OF CONCRETE 11.WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE 10.THE CONTRACTOR SHALL CORE THE ROOF INSULATION TO DETERMINE ITS THICKNESS AFTER CONTRACT AWARD. IT IS THE CONTRACTOR'S co
EJ EXPANSION JOINT MTL METAL TOF TOP OF FOOTING TEMPORARILY REMOVED OR RELOCATED IN ORDER TO PERFORM WORK, THE CONTRACTOR IS RESPONSIBLE FOR RESPONSIBILITY TO MATCH EXISTING ROOF INSULATION THICKNESS ON THE ADDITION UNLESS DIRECTED OTHERWISE TO INSTALL 3-INCH INSULATION IN
R2 REFRIG SCHEDULES AND SUBMITTLAS EL ELEVATION NIC NOT IN CONTRACT TOGB TOP OF GRADE BEAM RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION OF SERVICES AND APPROPRIATE MEANS OF SEPARATED AND ISOLATED ROOF CONDITIONS. REFER TO ROOFING SPECIFICATION SECTION. m
ELEC ELECTRICAL NRP NON-FIBERGLASS REINFORCED PLASTIC TOM TOP OF MASONRY ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE. 11. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS NLINE GROCERY PICKUP O'
EQ EQUAL NO NUMBER TOP/TP TOP OF PAVING 12.WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN OR ORDERING OF ANY MATERIALS.
ELECTRICAL ES EQUIPMENT SUPPLIER NS NEAR SIDE TOS TOP OF STEEL OR TOP OF STUD WITH ADJACENT WORK. COORDINATE WITH WALMART CONSTRUCTION MANAGER.
E1 ELECTRICAL PLAN ETR EXISTING TO REMAIN NTS NOT TO SCALE TRANS TRANSVERSE 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF DEMOLITION NOTES EW EACH WAY OC ON CENTER TYP TYPICAL THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ISSUE BLOCK
EXT EXTERIOR OCH ON CENTER HORIZONTALLY LINO UNLESS NOTED OTHERWISE COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER.
FDNFOUNDATION OCV ON CENTER VERTICALLY VERT VERTICAL 14. IT IS IMPERATIVE THAT THE ROOF FRAMING, DECKING AND ROOFING SYSTEM BE COMPLETED IMMEDIATELY UPON 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS.
RACKING STRUCTURAL FF FINISHED FLOOR OD OUTSIDE DIAMETER VTR VENT THROUGH ROOF THE DEMOLITION OF THE EXTERIOR WALL TO ELIMINATE POTENTIAL WATER DAMAGE OR MOISTURE INFILTRATION. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO,THE DEMOLITION AND REMOVAL OF
FS FAR SIDE OH OPPOSITE HAND W WIDTH THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES.
FXS1 FIXTURE ANCHORAGE PLAN DETAILS AND FTG FOOTING PAF POWDER ACTUATED FASTENER WD WOOD 15.THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE STRUCTURAL ENGINEER/ARCHITECT WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS
NOTES FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. '
16. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6"ABOVE FINISH CEILING.
SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL 4. NOT USED
PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. 5. NOT USED.
6. NOT USED
17. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY.
18. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO 7. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL
PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK.
1 2 3 4 5 6 7 8 9
BUILDING CODE SUMMARY VICINITY MAP
CHECKED BY: DTB
NAME OF PROJECT: TIGARD, OR
STREET ADDRESS: 17600 SW DARTMOUTH ST I I I DRAWN BY: ZMK, EG
f BUIILLD NG CODE: 2018A1NTERNATIONAL BUILDING CODE ❑
CODES
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MECHANICAL CODE: 2018 INTERNATIONAL MECHANICAL CODE H - - - - DOCUMENT DATE: 01/28/20
PLUMBING CODE: 2015 OREGON PLUMBING SPECIALTY CODE ' I ( I I L
ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE .100-0
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FIRE CODE: 2015 FLORIDA FIRE PREVENTION CODE,6TH EDITION -
ACCESSIBILITY CODE: 2017 OREGON STRUCTURAL SPECIALTY CODE, CHAPTER 11
ENERGY CODE: tASHRAE STANDARD 90.1 8 L(
OCCUPANCY "'
M-MERCANTILE;WHOLESALE OR RETAIL STORE(MAIN USE) -SECTION 309.1
S1 -STORAGE AREA; MOTOR VEHICLE SERVICE STATION AND -SECTION 311.2 Ir M4I
RECEIVING AND STOCK ROOMS(MIXED USE) -
A2-ASSEMBLY USE; BREAKROOM AND FOOD TENANT(ACCESSORY -SECTION 303.1
TO MAIN USE)
IMPORTANT NOTICE:
B-BUSINESS;NON FOOD TENANT(ACCESSORY TO MAIN USE) -SECTION 304.1 THIS DRAWING SHALL
TYPE OF CONSTRUCTION r NOT BE USED FOR
V-B UNPROTECTED (SPRINKLERED) PER SECT 602.5 AND TABLES 601 AND 602 _ CONSTRUCTION
ALLOWABLE AREA
UNLESS SEALED,
UNLIMITED SECTION 507.3
FIRE PROTECTION: - - - - - -
LOFFICE COPY SIGNED AND DATED BY
BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED ON ALL E O �I I - - - RESPONSIBLE CHARGE
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SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3. UNLIMITED TI
AREA CRITERIA IS APPLICABLE I I REVIEWCIp FOR CllDli COMPLIANCE (AOR/EOR).
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p 345 RIVERVIEW, SUITE 200 123 MARTIN LUTHER KING JR. BLVD 110 W 7TH ST 110 W 7TH ST 345 RIVERVIEW ST, SUITE 200 345 RIVERVIEW ST, SUITE 200 13125 SW HALL BLVD.
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CONDENSING UNIT REFRIGERATION KEYNOTES GENERAL NOTES
GENERAL NOTES 01.31.18 O
EPA CLEAN AIR ACT 1. PLANS INDICATE GENERAL ROUTING OF U y =6
1. THE REFRIGERATION MANUFACTURER SHALL C
11.02.15 MOUNT THE TEMPERATURE SENSOR, FOR THE 15.601 SLOPE REFRIGERANT LINES BACK TO REFRIGERANT LINES,WITH A SINGLE LINE — Y
COMPLY WITH CLEAN AIR ACT, TITLE VI, SECTION 608
MEDIUM TEMPERATURE AND LOW TEMPERATURE COMPRESSORS AT 1" PER 20'OF RUN. LOCATE SHOWN INDICATING BOTH SUCTION AND LIQUID
AND CODE OF FEDERAL REGULATION TITLE 40, PART 82 CASES, IN THE DISCHARGE AIR PLENUM AT THE HIGHEST POINT OF REFRIGERATION LINES JUST LINE ROUTING FOR EACH SYSTEM. w V LL
WHEN ADDING OR REMOVING REFRIGERATED CENTER OF THE CASE. BELOW BOTTOM CHORD OF JOIST OR BEAM. U
EQUIPMENT. RECORD ALL EQUIPMENT IDENTIFICATION COORDINATE ELEVATION TO AVOID CONFLICTS 2. REFRIGERATION SYSTEM INSTALLATION SHALL 0 c
NUMBERS, MODEL AND SERIAL NUMBERS,THE AMOUNT 2. THERMOSTATS AND TIME CLOCKS, FOR ALL WITH DUCTWORK, LIGHTING,SKYLIGHTS, ETC. BE IN COMPLETE CONFORMANCE WITH : Lu
3 eo
EQUIPMENT,TO BE SUPPLIED BY THE 15.602 SUPPORT HORIZONTAL RUNS OF REFRIGERANT SPECIFICATIONS,AND WITH ALL REQUIREMENTS ` o
OF REFRIGERANT RECOVERED FROM EACH UNIT,THE REFRIGERATION CONDENSING UNIT LINES ON 1-5/8"X 1-5/8"UNISTRUT CHANNELS ON OF REFRIGERATION EQUIPMENT a a0
DATE OF DECOMMISSIONING, COMPANY NAME AND MANUFACTURER. w Ir
SIGNATURE OF ON-SITE SUPERVISOR. MANUFACTURER. MAXIMUM OF 6 FOOT CENTERS. J 2!
15.603 AT ALL POINTS WHERE SUCTION LINES RISE, m3. MOUNT THE THERMOSTAT BULBS, FOR THE LOW PROVIDE A SUCTION LINE TRAP AT THE BASE OF 3. REFRIGERATION DRAWINGS ARE PROVIDED AS a F
TEMPERATURE AND MEDIUM TEMPERATURE THE RISER. AN AID TO BIDDERS AND TO INDICATE DESIRED cq
ALL WORK ON THIS SHEET IS TO BE COMPLETED BY A CASES, IN THE DISCHARGE AIR PLENUM IN THE ROUTING OF REFRIGERATION LINES;
WALMART APPROVED CONTRACTOR. CENTER OF THE CASES. 15.609 PROVIDE PVC DRAIN LINE FROM EACH CASE CONTRACTOR SHALL ASSUME FULL
DRAIN CONNECTION SAME SIZE AS CASE RESPONSIBILITY FOR CORRECT INSTALLATION
OUTLET,AND END OVER FLOOR RECEPTOR OF PIPING AND ACCESSORIES TO PROVIDE A
REFRIGERATION CONTRACTOR IS RESPONSIBLE FOR ALL W/AIR GAP; PITCH DRAINS 1"PER 10'. PROVIDE COMPLETE AND FULLY OPERATING SYSTEM.
INVERTED SUCTION FINAL REFRIGERATION ELECTRICAL TERMINATIONS TO DRAIN COVER GRATE TO MATCH EXISTING.
TRAP AT TOP OF REFRIGERATION EQUIPMENT. CONTRACTOR SHALL ENSURE RECEPTOR(S)AND 4. REFER TO SPECIFICATION 15600 FOR
DRAIN LINE(S)SERVING CASE LINE-UP ARE FREE
RISER. (TYP.) INSULATION THICKNESS. INSIDE DIAMETER OF rn ° z w w a
OF OBSTRUCTIONS AND FUNCTION PROPERLY. INSULATION SHALL MATCH PIPE DIAMETER TO w v rc ?
PROJECT COORDINATED WITH REFRIGERATION VENDOR WHERE EXTENSIVE DAMAGE EXISTS AND/OR MINIMIZE AIR GAPS BETWEEN PIPING AND tY F =o LL W LL°o o g w
LIQUID LINE PROPER DRAINAGE CANNOT BE OBTAINED t
(TYP-) (OEM)AS INDICATED ON REFRIGERATION SCHEDULE(S). COORDINATE WITH WALMART MECHANICAL INSULATION. PROVIDE FACTORY PRE- 0 a 3 a a g a w a w 2 m
MANUFACTURED FITTINGS AT ALL TRAPS AND LL a z z a rc w Q t2-a>
CONSTRUCTION MANAGER. ELBOWS. WHERE PRE-MANUFACTURED z `� 'a m o w w o mw
SUCTION LINE w w° t o
15.610 PROVIDE 0.020"PVC JACKET ON ALL FITTINGS ARE UNAVAILABLE MITER CUT ALL v 3 5°z<w z o o
,*(TYP.) REFRIGERATION LINES EXTERIOR TO BUILDING. FITTINGS TO ENSURE PROPER SEAL BETWEEN g ;wm O�o m o <G a w
15.612 PROVIDE INTERMEDIATE SUCTION LINE TRAP IN INSULATION SEGMENTS. Dzc
LL opy wOmw-a_m OwO
WALL OR VOID SPACE. INTERMEDIATE TRAP mZ w$q2 z t 3 F 'o w a w
PIPING SCHEDULE RCU1 SHOULD BE PLACED AT THE MIDPOINT OF ANY 5. PIPE INSULATION SHALL MATCH EXISTING U)) Fml uag ylO a mw QH
SUCTION LINE RISE WHICH EXCEEDS 16 FEET. COLOR UNLESS NOTED OTHERWISE ON PLANS
VERTICAL ESTIMATED 15.617 COORDINATE REFRIGERATION LINE OR SPECIFICATIONS.
PIPE HORIZONTAL SUCTION RISER TOTAL PENETRATIONS THROUGH ROOF. REINFORCE 6. COORDINATE REFRIGERATION DEMOLITION
DESIGNATION SUCTION AS REQUIRED LIQUID LENGTH AA ROOF STRUCTURE AS NECESSARY. CUT ROOF ISSUES WITH THE ARCHITECTURAL DRAWINGS.
OPENING FOR THE REFRIGERATION PIPE '
RCU1 1 3/8 7/8 1/2 53 PENETRATION AND SUPPLY ROOF CURB WITH REFER TO ARCHITECTURAL PLANS FOR
REFRIGERATION EQUIPMENT DEMOLITION AND
WEATHERTIGHT SHEETMETAL COVER.
ARISER SIZE IS SHOWN EVEN WHERE A RISER IS NOT EXPECTED.THIS IS FOR PROPERLY FLASH, PATCH,AND REPAIR ROOF AS COOLER REPAIR AND REMODELING. L6�$
REFRIGERANT SUCTION REFERENCE ONLY AND TO BE USED IN THE EVENT THAT A PIPING CONFLICT REQUIRED FOR NEW PENETRATION.
LINES SPACED 8"O.C. COORDINATE EXACT SIZE AND LOCATION OF 7. REFRIGERATION SYSTEM SHALL REMAIN
MOUNTED ON UNISTRUT CAUSES THE NEED FOR A RISER. IF RISER LENGTH EXCEEDS 4 FEET, IT MUST BE ROOF PENETRATIONS WITH STRUCTURAL OPERATIONAL DURING REMODELING. DURING Z �P
(TYP) APPROVED BY ENGINEER OF RECORD. DRAWINGS. THE PHASING OF OLD TO NEW SYSTEMS, BOTH Z w W v
NEW AND OLD REFRIGERATION SYSTEMS MAY 3 vi
AA ESTIMATED TOTAL LENGTH INCLUDES HORIZONTAL AND VERTICAL PIPE SECTIONS. 15.619 CONTRACTOR SHALL INSTALL REFRIGERATION BE REQUIRED TO OPERATE AT THE SAME TIME
MANUFACTURER FURNISHED LIQUID LINE FOR A SHORT PERIOD. k=
THIS IS ONLY AN ESTIMATE AND ACTUAL LENGTH WILL VARY. z 3
SOLENOID VALVE AT CASE/EVAPORATOR.
PROVIDE CONTROL WIRING FROM SOLENOIDg WHERE NEW REFRIGERATED EQUIPMENT IS VO
INTERMEDIATE SUCTION LINE VALVE BACK TO THE ROOF MOUNTED INDICATED ON THE DRAWINGS, PROVIDE
TRAP IN WALL,VOID SPACE,
CONDENSING UNIT. DEMOLITION, REMOVAL,AND TEMPORARY
OR HIDDEN FROM VIEW. 15.624 ROUTE REFRIGERATION LINES ON TOP OF CASE STORAGE OF OLD EQUIPMENT PER WALMART a.
INTERMEDIATE TRAP SHOULD FOR ALL TOP FED CONNECTED CASES. SLOPE MECHANICAL SERVICES CONSTRUCTION 0
BE PLACED AT THE MIDPOINT BACK TO COMPRESSOR AT 1"PER 20'-0"OF RUN. MANAGER'S INSTRUCTIONS,AND O
OF ANY SUCTION LINE RISE PIPING SCHEDULE RCU2 REFER TO TOP FED PIPING DETAIL. REFRIGERATION DEMO NOTES. 0 O
WHICH EXCEEDS 16 FEET. VERTICAL ESTIMATED 9. COORDINATE REMOVAL AND DISPOSAL OF
PIPE HORIZONTAL SUCTION RISER TOTAL EXISTING EVAPORATORS, REFRIGERATED (--D C�:::)
DESIGNATION SUCTION AS REQUIRED LIQUID LENGTH" CASES,AND CONDENSING UNITS, WITH O O
RCU2 7/8 1/2 1/2 67 WALMART MECHANICAL SERVICES
CONSTRUCTION MANAGER.
ARISER SIZE IS SHOWN EVEN WHERE A RISER IS NOT EXPECTED.THIS IS FOR O N0
10. REMOVE COPPER LINES, EVAPORATORS,AND
REFERENCE ONLY AND TO BE USED IN THE EVENT THAT A PIPING CONFLICT CONDENSATE LINES FROM COOLERS/ Lo it
CAUSES THE NEED FOR A RISER. IF RISER LENGTH EXCEEDS 4 FEET, IT MUST BE FREEZERS BEING REMOVED FROM SITE. rn a
Li APPROVED BY ENGINEER OF RECORD. COORDINATE WITH WALK-IN PANEL VENDOR Gig Lo N
FOR TIME LINE OF REPLACEMENT. REFERENCE W
AA ESTIMATED TOTAL LENGTH INCLUDES HORIZONTAL AND VERTICAL PIPE SECTIONS. SPECIFICATION FOR CONTACT INFORMATION. )+ W z
THIS IS ONLY AN ESTIMATE AND ACTUAL LENGTH WILL VARY. 11. WALK-IN PANEL VENDOR SHALL PROPERLY 0_
SUCTION LINE TRAP AT THE BASE
PREPARE ALL COOLER/FREEZER PANELS, CD
OF THERISER AT ALL POINTS F-
GLASS DOORS, SLIDER OR SWING DOORS, U)
WHERE SUCTION LINES RISES. PALLETIZE,AND PREPARE THE EQUIPMENT TO
SHIP OFF SITE.
INTERMEDIATE SUCTION LINE TRAP DETAIL 12. COORDINATE WITH FIRE PROTECTION
7 CONTRACTOR FOR THE REMOVAL OF w
NTS 07/07/17 LIQUID LINE SPRINKLERS FOR ALL REMOVED co
COOLERIFREEZER BOXES.
SUCTION LINE z
ADJUST LOCATION OF DROPS AS REQUIRED. (TYP) 13. COORDINATE WITH ELECTRICAL CONTRACTOR 0
FOR THE REMOVAL OF ALL REMOVED NLINE GROCERY PICKUP �
PROVIDE TRAP AT BASE. (TYP) COOLER/FREEZER BOXES ELECTRICAL WIRING
DEVICES.
MANUFACTURED METAL ___— WHERE APPLICABLE, INSTALL LIQUID LINE SOLENOID, EVAPORATOR PRESSURE ISSUE BLOCK
CURB, INSULATION AND �- REGULATOR,AND FULL PORT ISOLATION BALL VALVES ON TOP OF CASE. PROVIDE VALVE 14. COORDINATE WITH EMS CONTRACTOR FOR THE
SHEET METAL ENCLOSURE. �� LOCATION IDENTIFICATION TAG OF ENGRAVED PLASTIC. REFER TO SPECIFICATIONS. REMOVAL OF ALL REMOVED COOLER/FREEZER
REF ARCHITECTURAL PLANS RUN CONDUIT ON PROVIDE 26 GAUGE SHEET METAL ROUTE SUPPLY AND RETURN BOXES EMS WIRING AND DEVICES.
UNISTRUT AS CUSH-A-CLAMP FIRMLY HEADERS ON TOP OF CASES
NEEDED CLAMPED TO PIPE (TYP) DRIP PAN WITH MASTIC COATING WHERE POSSIBLE. 15. EXISTING REFRIGERATION PIPING MAY BE RE-
WHERE APPLICABLE: USED UNLESS OTHERWISE NOTED ON PLANS.
SUPPORT PIPING ON REFRIGERATION PIPING REFER TO SCHEDULES FOR PIPE SIZE
ROOF FOR ADEQUATE UNISTRUT (TYP) REAR HALF OFH F
REQUIREMENTS.
SLOPE AND SPACING. P-1000(TYP.) REFRIGERATED CASE REFRIGERATED CASE
DURA-BLOK DB6-SERIES OR DESIGNATED FORMANUFACTURER TO PROVIDED 16. BUILDING COMPONENTS ABANDONED BY THE
EQUIVALENT CHANNEL PIPING AND VALVES. TOP CONNECTED CASES. SCOPE OF WORK SHALL BE SECURED TO
ROOF OPENING TO SUPPORT. (TYP) PREVENT FALLING, LOOSENING, OR CREATING
— — — — — — — — — — — — — — — — — — — — — — — —
— — — — — DAMAGE OFA Y KIND IN THE FUTURE.
Jill
ACCOMMODATE BOTH FRONT HALF OF
REFRIGERATION PIPING SUPPORT PIPING AT 6'-0" REFRIGERATED CASE 17. IF ANY RACK SYSTEMS WILL BE OPENED TO ADD
AND ELECTRICAL ° MAXIMUM ON CENTERS, 2'-0" DESIGNATED FOR
CONDUIT FROM ANY ELBOW. DO NOT ELECTRICAL AND EMS (TOP OF CASE) SPACE AT 4' INTERVALS. (TYP.) OR REPLACE CASES, EVAPORATORS, ETC.THEN
p ATTACH BLOCK TO ROOF COMPONENTS24 TO 48 HOURS AFTER THE WORK IS
.
PIPE SUPPORT REF COMPLETED AND ALL FINAL ADJUSTMENTS
HORIZONTAL REFRIGERANT HAVE BEEN MADE, PROVIDE AND CHANGE
ROOF MEMBRANE FRONT OF REFRIGERATED CASE. LIQUID LINE FILTER CORES, OIL SYSTEM FILTER
LINE SUPPORT DETAIL 1"EXPANDED POLYSTYRENE
2'-0"MAX. OR EQUAL. 6" MINIMUM WIDTH. VALANCE FURNISHED BY CASE USING SPORLAN OF STYLE FILTER,AND
LENGTH AS REQUIRED. MANUFACTURER, INSTALLED BY REPLACE SUCTION FILTERS. FILTERS ARE TO BE
REFRIGERATION CONTRACTOR. RATED FOR WAX REMOVAL. CONTRACTOR TO
SIDE VIEW SECTION VIEW PROPERLY DISPOSE OF OIL AND COMPONENTS
REPLACED. REFER TO SPECIFICATION 15600.
ROOFPENETRATION REFRIGERATION PIPING SUPPORT ON ROOF REFRIGERATION PIPE ROUTING FOR TOP FED CASES 18. REFER TO GROCERY ARCHITECTURAL CHECKED BY: MJT
DRAWINGS FOR ADDITIONAL WORK BY
NTS 03/07/18 NTS 03/07/18 NTS 07/26/17
REFRIGERATION CONTRACTOR. DRAWN BY: DWB
PROTO CYCLE: 12/20/19
REFRIGERATION SYMBOLS DOCUMENT DATE: 1/28/20
TYPICAL INSULATION TYPICAL SUCTION LINE
10.12.17
LIQUID
LINE ® CIRCUIT NUMBER
XXX MODEL NUMBER (CIRCUIT INFO) IMPORTANT NOTICE:
INSULATION
coli CLEANOUTS (CO) THIS DRAWING SHALL
I I I I CONDENSATE DRAIN LINE (CD)
NOT BE USED FOR
I I I I I CONSTRUCTION
CONNECT TO EXISTING UNLESS SEALED,
CONTINUATION SIGNED AND DATED BY
X DETAIL NUMBER
I I I i I I I xx SHEET NUMBER THE LICENSEE IN
(DETAIL REFERENCE) RESPONSIBLE CHARGE
I I I I I I I TOP CHORD OF JOIST (AOR/EOR).
I I I I I I UNISTRUT I
I
3" TOP BEAM ROOF 3"
I I I I I
MA; CLAMP (TYP.) MAX ® EVAPORATOR COIL
0
ISOLATION VALVE
I I II I
>— ELBOW-TURNED DOWN
I I I I I I I I —a ELBOW TURNED UP
XX.XXX REFRIGERATION KEYNOTE REFERENCE
I I I I LOADS MUST BE
REFRIGERATION PIPING (ABOVE)
I I I I HUNG WITHIN 3" THREADED
OF PANEL POINTS ROD TYP REFRIGERATION PIPING (BELOW)
ETR EXISTING TO REMAIN
APPLY EXPANDING FOAM TO BOTTOM OF
CLAMPS AND COVER WITH STRUCTURE (TYP) TYPICAL
INSULATION IN A CLEAN AND
ELEVATION WORKMAN LIKE MANNER. INSUGUARD OR COOPER B-LINE
SNAP N'SHIELD PIPE SADDLE '
SECURED TO UNISTRUT. MATCH R1 R1 = c
.020"THICK PVC JACKET FOR ALL COLOR OF INSULATION. (TYP) /'
REFRIGERATION LINES EXTERIOR #022 CUSH-A-CLAMP RCW RCU1 15.610
RCU2 IDD SU `
TO BUILDING (TYPICAL) FIRMLY CLAMPED TO RL
PIPING INSULATION PIPE (TYPICAL) (NEW) (NEW)
(BEYOND)
1/2"RETAINING PIPING
SUCTION LINE LIQUID NUT, UNSISTRUT INSULATION L__RCU1 RCU2
LINE P401 OT
SCOTT C. WEBB
BOLT O O O O TMP R1 DR115.603 15.601 2 15.6109 4 1 TYP
15.612 15.602 R1 15.624 R1 R2 REFRIGERATION
------ ---------- ------------- ---------- ---
1/2"CHANNEL PLAN
WALL OR BUILDING STRUCTURE 1 5/8"x1 5/8"GALVANIZED NUT WITH NOTE: FOR OVERHEAD LINES, UNISTRUT HORIZONTAL, TRAPEZE HUNG REFRIGERATION PLAN
qi SPRING,
> UNISTRUT P-1000, 10'-0"
d PLAN MAXIMUM ON CENTERS UNISTRUT P1010 1 5/8"x1 5/8" GALVANIZED
UNISTRUT P-1000, 6'-0"MAXIMUM
ON CENTERS, 2'-0"MAXIMUM
NOTE: MAINTAIN TIGHT SPACING BETWEEN PIPING FROM ANY ELBOW.
EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING
VERTICAL REFRIGERANT LINE SUPPORT HORIZONTA�LR�EFR�IGE�IIAN�TINE SUPPORT ORIGINAL DRAWINGS AND MAY NOT REFLECT ATHOROUGO SINTHDGRELATE FIELD. HE FAD
EXACT"AS-BUILT"CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD.THE FAILURE
SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES
NTS 11/17/17 NTS 07/07/1
PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING
SHALL CAREFULLY COORDINATE NEW WORK AND THE WORK PROPERLY. NO ADDITIONAL SHEET:
DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF R 1
EXISTING CONDITIONS. CONDITIONS THAT OCCUR DUE TO FAILURE TO
u FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.
o �
U � N
U o
� Y N
REFRIGERATION SCHEDULE SYSTEM RCU1 a
Estimated Refrigerant Charge R407A Rating.OEM: HUSSMANN Condenser Type: Air HIR Media: WA SGi Refrig.Liquid Temp °F: - SG2 Refdg.Liquid Temp °F: WA SG3 Rating.Liquid Temp °F: WA EXTERIOR DRY BULB(DB)T: 101.7 i+>
+_+ U LL
Format: Grocery Store#: 5935 System Type: CONDENSING UNIT Estimated Refrigerant Charge(lbs) - Ref ig.EMS: SEE PLAN Sat.Cond.Temp°F: - HIR Use: WA SGt Comp RGT°F: WA SG2 Camp RGT°F: WA SG3 Camp RGT°F: WA Based on Syr Extreme DB-ASHRAE Pub.: Year 2017 QUj 3
0
Preto Size: Remodel City/State: Tigard,OR Consultant: MPW Rack and Condenser Charge(Ibs): - System Elec: 208/220V 313h SOHz Cond Design TO°F: - H/R Water GPM: WA EXTERIOR WET BULB(WB)OF: 76.2 U o
lY 00
U rot
ProtoCyGe Date: -/-/- Elevation: 204 ft. Prepared by: Dalton Brooks Fixture and Field Piping(lbs): - Defrost Elm: 208V 60Hz 1 or 3 Ph Est.Summer THR MBH: WA Evap.Superheat: - Based an 0.4%Monthly Max WB-ASHRAE Pub.: Year 2017 J
Ln'
Date Prepared 122/2020 Design DB°F I WB°F: 102°F I 76°F Interior Design DB°F/RH%: 75°F 155% Sys.Pilot Elec: - Cond.Elea - Est.Winter THR MBH: WA ASHRAE Design Conditions Weather Station M 726986 ~
CIRCUIT INFORMATION
FIXTURE ELECTRICAL INFORMATION MISC INFORMATION
Case Fixture Length/Quantity WaAaln Box Size LSHX Y or N9 Unit Coder Case/ Lights Anti-Sweat
&Model# Expansion Device I Sub-Circuit Load Circuit Evap Wali Circuit Control Valves Defrost Defrost Heaters Fans Amps Amps
CKT# FT 1#of Doors 2 DrM' 3 DNS' 4 DrAr 5 Dd17 L W H Case/Coil Model Case/Coil Manuf. Application WI Evi ps Distributor Nozzle (MBH) Load(MBH) SST Air Temp EPR LLSV Type Amps Voltage Amps V011age (120v) (120v) Comments Equipment Number CKT#
RCU1 7 DRS 1 1 RL HUSSMANN OGP Reach-lin - - 7.74 -19 -12 E3S140 EL 23.5 208/1 15.2 120/1 FAN LOAD INCLUDES/LLL 120V LOADS RD3033.145-A 02/09/17 RCU1
SUCTION GROUP#1 REQUIRED CAPCITY(MBH) 7.74 -22 (°F)Suction Temperature w III >vi e: o
General Notes: J) no �Wo
0O Z w w wa w w o w
r�
1.) Owner designated refrigeration equipment manufacturer.HUSSMANN u. o z 2 w 0 k7 z H
W I= w,W-3w w QUO
2J Furnish w th time cod for defrost control,installed inside condensing unit. E�LL w LL o °R w°
3.) Furnish with thermostat and solenoid for temperature control p 3 o a g z a w w or m
J ZQCKUN OW
4.) Defrost load to be powered from the remote condensing unit factory installed circuit breaker. LL `� o m °o w o i g
5.) RL case has a single 120V connection. See electrical plans for breaker location. _O 3:6 r D o z z w i z�z
O Zm Qw O
a.K K'�'O=QZF��QO
Tiw O'u.Wwo QUZw
7 q¢ic z Wk'iww¢"°'Oo05
EL ooygyq °aw?cyLLcyszrcm°xg
JF °0 5u.OWC7wwa�
REFRIGERATION SCHEDULE SYSTEM RCU2 Estimated Refrigerant Charge R407A Rating.OEM: HUSSMANN Condenser Type: Air HIR Media: WA SG1 Ruling.Liquid Temp °F: SG2 Rerrig.Liquid Temp °F: WA SG3 Rating.Liquid Temp °F: WA EXTERIOR DRY BULB(DB)OF: 101.7
Format: Grocery Store#: 5935 System Type: CONDENSING UNIT Estimated Refrigerant Charge(lbs) - Refrig.EMS: SEE PLAN Sat Cond.Temp°F: - HIR Use: WA SG1 Camp RGT°F: WA SG2 Camp RGT°F: WA SG3 Comp RGT°F: WA Based on Syr Extreme DB-ASHRAE Pub.: Year 2017 5
Prato Size: Remodel City/State: Tigard,OR Consultant: MPW Rack and Condenser Charge(lbs): - System Eli 208220V 3Ph 60Hz Cond Design TO°F: - HIR Water GPM: WA EXTERIOR WET BULB(WB)OF: 76.2 U o
ProtoCyGe Date: -/-I- Elevation: 204 R Prepared by Dalton Brooks Fixture and Field Piping(lbs): - Defrost Eli OFF TIME Est.Summer THR MBH: WA Evap.Superheat: - Based on 0.4%Monthly Max WB-ASHRAE Pub.: Year 2017 Z ie
w $g
Date Prepared 1/222020 Design DB OF/WB°F: 102-F / 76-F Interior Design DB OF I RH%: 75°F 155% C/)Elec: - Cond.Else: - Est Winter THR MBH: WA ASHRAE Design Conditions Weather Station M 726986 F_ UT
a
CIRCUIT INFORMATION FIXTURE ELECTRICAL INFORMATION
MISCINFORMATION Q w w
Case Fixture Length/Quantity We1k4n Box Size LSHX Y or N? Unit Cooler Case) Lights Anti-Sweet 3 B
&Model# Expansion Device I SulaCkcufl Load Circuit Evap Walk-In Circuit Control Valves Defrost Defrost Heaters Fans Amps Amps f k P
CKT# FT#t of Doors 2 Dr/4' 3 Or/6' 4 Dr/8' 5 Dr/17 L W H Case/Coil Model Case/Coil Mai Application WI Evaps Distributor Nozzle BH Load BH SST Air Temp EPR LLSV Z 3
(M ) (MBH) Type Amps Voltage Amps Voltage (120v) (120v) Comments Equipment CKT#
RCU2 32 FT 1 2 ID05SLJ-VCT HUSSMANN OGP Reech-in - - 8.48 33 37 E3S140 OT - 8.3 120/1 FAN LOAD INCLUDES CONDENSATE PUMP RD3032.045-A 02/09/17 RCU2 U r
SUCTION GROUP#1 REQUIRED CAPCITY(MBH) 8.48 31 (°F)Suction Temperature
General Notes:
1.) Owner designated refrigeration equipment manufacturer.HUSSMANN a
O
2.) Fumish with time dock for defrost control,installed inside condensing unit. O
3.) Furnish with thermostat and solenoid for temperature control
4.) IDD5SU-VCT was has a single 120V connection. See electrical plans for breaker location. O 0
5.) _ 0
O O
�J OCC, O
tC) �
�
CL.
o
Qz
LU
Of
H U S S 111 A n n CUSTOMER WALMART 5935 P: o
STORE: WALMART 5935 CONTACT
LOCATION: Tigard OR SALESMAN DAN SULLENTRUP
QUOTE/JOB M CRMI 10332 ENGINEER JAN TRACHTA 2
C REFRIGERATORIUNIT COOLER DIS REQ'D UNIT SIZES DESIGN CONDITIONS CONDENSING UN IT DATA Z)
Z
O SYS AIR CAP EVP DEF DEF WEIGHT SPEC MID POINT COND REF CONDENSING UNIT CAP COMP MID POINT UNIT UNIT UNIT m
O
nj 0
D # SIZE MODEL DESCRIPTION TMP (MBH) TMP TYPE TER LBS SHEET SST DEG F TYPE MODEL# MBH kW COND T VOLT MCA MOPD ONLINE GROCERY PICKUP
LIQUID LINE SOLENOID VALVE (LLSV) FOR HEATCRAFT/HILL PHOENIX RTU'S, SIZE ISSUE BLOCK
WIRE ADDITIONAL CASES SERVED WITH 2O8V COIL IN THEA' CASE. REF WIRE PER NEC BASED ON RCU OCP SIZE.
7(3+4) RL OGP -12 7.74 -19 EL Y BY THE RCU THE SAME AS CASE'B' REFRIGERATION PLANS FOR LOCATION. FOR HUSSMANN RCU'S, USE#14 AWG WIRE.
RCU1 7.74 400 41.75"Lx32.32"WJN24.47"H -22 101.7AMBIENT R407A HTSZ-030OLQK-AB-A 8.5 2.3 115 208-3-60 34.0 35
DEFR AMPS 10.08+13.56 208-1 INSTALL N/O THERMOSTAT WIRE CASE THERMOSTATS IN PARALLEL WIRE LLSV AND THERMOSTAT TO
120V CASE FANS AND LIGHTS NOT POWERED IN EACH CASE, TYP. REF SUCH THAT ANY THERMOSTAT CAN LLSV L2 TERMINAL STRIP IN THE RCU.
SHIP LOOSE TEEMS INCLUDE: FROM THE UNIT REFRIGERATION PLANS CLOSE THE CIRCUIT TO OPERATE THE SR REFER TO RCU MANUFACTURER'S
FOR LOCATIONS. LLSV TO RUN THE REFRIGERATION. WIRING INSTRUCTIONS.
SOLENOID
T'STAT
L1 WIRE TO RCU DEFROST HEATER CIRCUIT
TERMINALS, REFER TO RCU
32 IDD5SU OGP 37 8.48 33 OT N L2 MANUFACTURER'S WIRING INSTRUCTIONS.
RCU2 8.48 400 41.75"LX32.32"WX24.47"H 31 101.7 AMBIENT R407A HTSE-0050MQK-AB-A 11.6 1.2 114 208-3-60 12.7 15
L1 L1
CASE FANS, LIGHTS, CONDENSATE PAN HTR AND L2 L2 REFER TO ELECTRICAL
PLANS FOR WIRE SIZES.
SHIP LOOSE ITEMS INCLUDE: PUMP NOT POWERED FROM THE UNIT, ONLY WIRE TO CASE DEFROST HEATER
SOLENOID DEFROST HEATER POWERED CIRCUIT TERMINALS, TYP.
SINGLE POLE RIB I I
T'STAT FACTORY INSTALLED C
INSIDE CASE WITH C DEFROST INPUT RIB'S IN EACH §
CASE FACTORY WIRED SUCH THAT
208V COIL, WIRE TO .14, A 208V SIGNAL FROM THE RCU
SMALL SIZE N/O RIB OUTPUT, TYP. SHALL OPERATE BOTH RIB'S.
CHECKED BY: MJT
OUTDOOR UNIT
DRAWN BY: DWB
STANDARD BASE 16 17 18 19 2° 2' 22 23 24 16 17 18119120121122 23 24
PROTO CYCLE: 12/20/19
JrHTSX-xxxxxxx-xx-Air / @MSM XR75CD @bM XR75CD DOCUMENT DATE: 1/28/20
' 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 1 2 3 4 5 6 7 8 00000
WEIGHT: 400 LBS- IMPORTANT NOTICE:
CASE'B' CASEW RCU THIS DRAWING SHALL
NOT BE USED FOR
ELECTRIC DEFROST CASE WIRING CONSTRUCTION
UNLESS SEALED,
- -' SIGNED AND DATED BY
THE LICENSEE IN
RESPONSIBLE CHARGE
LIQUID LINE SOLENOID VALVE (LLSV)WITH (AOR/EOR).
WIRE ADDITIONAL CASES SERVED 208V COIL IN THEA' CASE. REF
BY THE RCU THE SAME AS CASE'B' REFRIGERATION PLANS FOR LOCATION.
INSTALL N/O THERMOSTAT WIRE CASE THERMOSTATS IN PARALLELSR WIRE LLSV AND THERMOSTAT TO
IN EACH CASE, TYP. REF SUCH THAT ANY THERMOSTAT CAN TERMINAL STRIP IN THE RCU.
REFRIGERATION PLANS CLOSE THE CIRCUIT TO OPERATE THE LLSV L2 REFER TO RCU
a- -- - - - - FOR LOCATIONS. LLSV TO RUN THE REFRIGERATION. MANUFACTURER'S WIRING
INSTRUCTIONS.
' : i. - -
l7 ElE:.TFI•�.4L
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4
N/O TERMINALS IN THE RCU. REFER TO
Ltr I SILT VIEW t(ziUn; I VILA, CONNECT TO LEADS LABELED 208V RCU MANUFACTURER'S WIRING
DEFROST SYNC INPUT LOCATED IN INSTRUCTIONS.
osataloNsua N w+- "usemR 1111 A JUNCTION BOX ON TOP OF CASE.
NOTES DA11,GRmN 2011-01- REFER TO CASE MANUFACTURER'S FOR HEATCRAFT/HILL PHOENIX
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IT ,<, THE RE FIIIISEL'TY ^F THE IfE,T.ALLER TO ENSLFE THAT THE FINAL EQUIPMENT NSTALLA.TION MEET'S ALL APPLICABLE CCCE REO_IRELENT'S rHra OUTDOOR STD BNSL SINGLE POLE RIB I I ON RCU OCP SIZE. FOR HUSSMANN
"c FERAL FEPRENTAT1�4 CNLY A!_T!IAL Ffb36Ll:T WLi `i,ARE CEPEFJCEt•JT LF]F!AFPLI�A.TP]N Afu6 FACTORY INSTALLED RCU'S, USE#14 AWG WIRE.
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208V COIL, WIRE TO
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SHALL OPERATE BOTH RIB'S.
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CASE'B' CASE'A' RCU REFRIGERATION
SCHEDULES
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a
EXISTING CONDITIONS WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING
ORIGINAL DRAWINGS AND MAY NOT REFLECT ATHOROUGH KNOWLEDGE OF ALL DRAWINGS AND
EXACT"AS-BUILT' CONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE
m SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ACQUAINT THEMSELF WITH THIS KNOWLEDGE DOES
PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING
w SHALL CAREFULLY COORDINATE NEW WORK AND THE WORK PROPERLY. NO ADDITIONAL SHEET:
DEMOLITION WITH ALL OTHER DISCIPLINES AND COMPENSATION SHALL BE ALLOWED BECAUSE OF
EXISTING CONDITIONS. CONDITIONS THAT OCCUR DUE TO FAILURE TO
N FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.
? U
DESIGN LOADS
1. BUILDING CODE
A. BUILDING CODE 2019 OSSC(2018 IBC)
2.GRAVITY LOADS
A. ROOF LIVE LOAD 20 PSF(OR SNOW LOAD)
B. GROUND SNOW LOADS(Pg) 25 PSF
3. LATERAL LOADS
A. WIND LOADS
1. BASIC WIND SPEED(3-SECOND GUST)
-ULTIMATE DESIGN WIND SPEED 97 MPH
-BASIC DESIGN WIND SPEED(SERVICE) 75 MPH
2. WIND EXPOSURE CATEGORY C
3. RISK CATEGORY II
B. SEISMIC LOADS(SERVICE)
1. 5%DAMPED MAPPED ACCELERATION PARAMETER(Ss) 86.5%
2. 1 SEC PERIOD MAPPED ACCELERATION PARAMETER(Sl) 39.5% U) o "`-' zw'l" wZOnoU
wlw2z'o5zw
3. 5% DAMPED SPECTRAL RESPONSE COEFF. (Sds) 0.692g wir
w t z LL rc�w a W 3 z
4. 1-SEC PERIOD SPECTRAL RESPONSE COEFF.(Sd1) 0.5028ofwa ;tog�ayzoo�
a
5. SITE CLASS D 0 w
6. RISK CATEGORY II z 3LL wR0 00. ozo
7. IMPORTANCE FACTOR Ile) 1.0 0 ew3aw�oi�a
8. SEISMIC DESIGN CATEGORY D g ;Ngg'�h�o��a`�'aw
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GENERAL NOTES
GENERAL , 0
1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DRAWINGS.
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING
WORK. Jim
2. EXISTING CONDITIONS SHOWN MAY NOT REFLECT EXACT"AS-BUILT'CONDITIONS. BIDDERS SHALL FIELD VERIFY EXISTING CONDITIONS y
PRIOR TO SUBMITTING FINAL BID. WITHIN ONE WEEK FROM THE START OF CONSTRUCTION DATE GENERAL CONTRACTOR SHALL FIELD z
VERIFY ALL EXISTING MATERIAL, MEASUREMENTS,AND ELEVATIONS AND SHALL NOTIFY THE ARCHITECT, STRUCTURAL ENGINEER OF
RECORD AND THE OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR FORESEEN PROBLEMS. GENERAL CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD MEASUREMENTS, EXISTING CONDITIONS,AND KNOWN COMPLICATIONS WITH
THE MATERIAL SUPPLIERS. z "
3. GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION AND NEW CONSTRUCTION WITH ALL OTHER DISCIPLINES AND O
U
EXISTING CONDITIONS.
4. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC DURING CONSTRUCTION.RESTORE ALL
ITEMS DAMAGED,AS REQUIRED BY OWNER'S REPRESENTATIVE,TO THE OWNER'S SATISFACTION AT NO COST TO OWNER OR WITHOUT a
EXTENSION OF CONTRACT TIME. 0
O
5. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING,LOOSENING OR CREATING
DAMAGE OF ANY KIND IN THE FUTURE.
6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND MAINTAINING STABLITY OF EXISTING
NOTE: STRUCTURE DURING ALL PHASES OF CONSTRUCTION.
ANGLE SUPPORT FRAMING IS REQUIRED AT ALL EXHAUST FANS CAPPED CURB, 7. BEFORE OR CONCURRENT WITH ANY EXCAVATIONS ADJACENT TO THE EXISTING BUILDING FOUNDATION OR SLAB,GENERAL
AND ROOF DRAIN PENETRATIONS, REGARDLESS OF SIZE. REF ARCH &MEP CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT FOR THE BASE AND SUBGRADE OF THE EXISTING SLAB AND O O
ATTACH CURB TO FOUNDATIONS TO PREVENT UNDERMINING.
CHANNEL WITH 8. GENERAL CONTRACTOR SHALL PROVIDE FIRE PROTECTION FOR THE EXISTING STRUCTURE AND BUILDING CONTENTS DURING
NOTE: ATTACH CURB TO #12 TEK SCREWS AT WELDING OR ANY OTHER CONSTRUCTION ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT. O O
REF ARCH/MECH FOR ANGLES WITH#12 TEK 12"OC,TYP 2 SIDES 9. GENERAL CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE N
STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. �'�J'� �
EXACT LOCATIONS OF SCREWS AT 6"OC C6x8.2 CONT _
STRUCTURAL STEEL CJ 0 O �! b
ROOF PENETRATIONS. NOW INSTALLED OVER 1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS. FABRICATION AND ERECTION co cr
STRUCTURAL EXISTING ROOF DECK
NOW ATTACH METAL DECK 4 SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE"AISC CODE OF STANDARD PRACTICE". rn a.
STRUCTURAL TO ANGLE WITH#12 ROOF CURB EXISTING MTL ROOF 1/8 1 TYP EACH
STRUCTURAL STEEL YIELD ASTM SPECIFICATION
ROOF CURB TEK SCREWS AT 6"OC DECK TO REMAIN 1/B 1 JOIST o c O
FIELD - A. PLATES,CHANNELS,ANGLES, &ANCHOR BOLTS: 36 KSI A 36, UNO Z a
-- ------
ATTACH CURB EXISTING � W B. ROUND BARS FOR JOIST REINFORCEMENT: 50 KSI A 529
VERIFY
----- ======--------------- --- ------- -
CL OF. _ EXISTING ROOF DECK TO ANGLE WITH ROOF DECK C. WIDE FLANGE STEEL SHAPES: 50 KSI A 992 O
EXISTING JOIST #12 TEK SCREWS D. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SHAPES: 50 KSI A 500 GRADE C I,., F-
__ ---------
_______ AT 6"OC E. ROUND HOLLOW STRUCTURAL SHAPES: 46 KSI A 500 GRADE C V co
> > B ---------_ F. HEADED STUD ANCHORS: 50 KSI A 108(GRADE DESIGNATIONS 1010 TO 1020,
--------
w LL L6 oe LL INCLUSIVE)
� w LL j EXISTING JOIST REF 2-S1 FOR JOIST 2. ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF RUST INHIBITOR PRIMER PAINT CONFORMING TO THE SPECIFICATIONS. REF
EXISTING JOIST L5x3x1/4(LLH),TYP TO REMAIN REINFORCING AT SPECS FOR PROTECTIVE FINISH FOR EXTERIOR STEEL. FIELD TOUCH UP ALL UNPAINTED, NICKED AND WELDED AREAS. PAINT ALL
TOP CHORD CHANNEL LOCATIONS STEEL EXPOSED TO VIEW TO MATCH EXISTING.
_ CL OF- _ L5x3x1/4(LLH), 3/18 3. WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN.
EXISTING JOIST TYP CL OF JOIST 4. PROVIDE L5x3x1/4(LLH)FIELD-FABRICATED FRAME BETWEEN JOISTS AT OPENINGS IN ROOF GREATER THAN 10"x10",UNO, (INCLUDING
A 3/16 ROOF DRAIN AND EXHAUST FAN OPENINGS REGARDLESS OF OPENING SIZE), REF 4-S1 FOR DETAIL.
3/16 1/8 1 w
3/16 1/8 1 TYP m
z
PLAN VIEW SECTION A SECTION B STATEMENT OF SPECIAL g
SECTION A SECTION B INSPECTIONS
OPENING IN ROOF LARGER THAN 10"x10" REMOTE CONDENSER ROOF CURB SUPPORTISSUE BLOCK
SPECIAL INSPECTIONS ARE REQUIRED. REFER TO APPENDIX B OF THE
1 :6 6.0-2 3/4"= 1'-0" 6.2-4 PROJECT SPECIFICATIONS FOR THE FOLLOWING INFORMATION
REGARDING THE REQUIREMENTS OF SPECIAL INSPECTIONS:
1. THE MATERIALS,SYSTEMS, COMPONENTS AND WORK REQUIRED
TO HAVE SPECIAL INSPECTIONS.
2. THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.
3. THE TYPE AND EXTENT OF EACH TEST.
4. ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR WIND OR
SEISMIC RESISTANCE(WHEN APPLICABLE).
5. THE FREQUENCY OF SPECIAL INSPECTIONS AND TESTING.
THE SPECIAL INSPECTION REQUIREMENTS ARE BASED ON CHAPTER 17
OF THE IBC. THE EXEMPTIONS ALLOWED FOR CONCRETE
CONSTRUCTION HAVE BEEN UTILIZED WHERE APPLICABLE.
DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY
THAT GENERATES SPARKS OR INTENSE HEAT, THE CONTRACTOR
SHALL PROVIDE ADEQUATE FIRE PROTECTION TO THE EXISTING
STRUCTURE AND CONTENTS.AS A MINIMUM:
-REMOVE COMBUSTIBLE MATERIALS FROM
CHECKED BY: BFlTJ
AREAS OF WELDING AND SPARKS.
-PROVIDE FIRE PROOF BLANKETS AND SHIELDS
DRAWN BY: HH
TO CONTAIN SPARKS WHERE COMBUSTIBLE
MATERIALS CANNOT BE REMOVED. I PROTO CYCLE: 12/20/19
-PROVIDE A FIRE SAFETY OBSERVER WITH A
FIRE EXTINGUISHER ON BOTH THE ROOF AND DOCUMENT DATE: 01/28/20
BELOW THE ROOF DURING WELDING NEAR THE
ROOF STRUCTURE.
2020.01.23 08:44:52-06'00'
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RTU i
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ROOF PLAN NOTES + '
co �_ it 1. REFER TO THIS SHEET FOR GENERAL NOTES AND 4. ALL EXISTING JOIST AND BEAM SIZES AND LOCATIONS
U)
~ 0 0 DESIGN CRITERIA. ARE FROM ORIGINAL DRAWINGS AND SHALL BE FIELD
u!
a O N U) VERIFIED.
GENERAL CONTRACTOR TO PROVIDE AND INSTALL °f' cn a O O 2. NOTE TO GENERAL CONTRACTOR: REFER TO SECTION
05120 OF THE CONTRACT SPECIFICATIONS FOR OWNER 5. IF ANY NEW MECHANICAL EQUIPMENT OR PIPING
TOP CHORD PANEL FIELD STRUT L2x2x3/16 EACH SIDE OF JOIST AT ALL N a Y 0 0
( ) < o z z PROVIDED ITEMS.ALL OTHER STRUCTURAL AND EXCEEDING 100 LBS NEEDS UI BE ATTACHED TO THE
LOCATIONS WHERE CONCENTRATED LOAD DOES ON N_ MISCELLANEOUS STEEL NOT PROVIDED UNDER EXISTING STRUCTURE,AND THOSE ITEMS ARE NOT
3"OR NOT OCCUR WITHIN 3"OF A PANEL POINT. INSTALL 4 z X SECTION 05120 SHALL BE PROVIDED BY THE GENERAL SHOWN ON THESE DRAWINGS,THE CONTRACTOR
�REATER ANGLE WITH ONE END AT LOCATION OF LOAD AND w CONTRACTOR AS NOTED IN SECTION 05500 OF THE SHALL CONTACT THE STRUCTURAL ENGINEER FOR
OTHER END AT A PANEL POINT ON THE OPPOSITE X10'-6"± 22'-5 1/2"± SPECIFICATIONS. DIRECTION PRIOR TO INSTALLATION.
CONCENTRATED CHORD,TYP.ANGLES SHALL BE INSTALLED PRIOR w
LOAD, REF NOTE TO NEW LOAD BEING APPLIED TO THE JOIST 3. THE DIMENSION LOCATING THE RTU'S IS APPROXIMATE 6. PROVIDE FIELD-FABRICATED FRAME BETWEEN
1 (±). CONTRACTOR TO LOCATE ALL RCU'S CURBS AT EXISTING JOISTS AT ALL OPENINGS IN EXISTING ROOF
NEW RCU 1 NEW RCU 2 NEAREST STEEL JOIST PANEL POINTS. IF CURB GREATER THAN 10"x10", UNO(INCLUDING EXHAUST
(400 LBS MAX) (400 LBS MAX) CANNOT BE LOCATED WITHIN 3"OF STEEL JOIST PANEL FANS REGARDLESS OF OPENING SIZE)REF 4-S1.
JOIST TOP POINT,REINFORCE STEEL JOIST PER DETAIL 2-S1 .
CHORD N
Lu
U
Q
JOIST BOTTOM O1 REF 3-S1 FOR
CHORD 4 SUPPORT FRAMING
N
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LL (CONCENTRATED i
LOAD, REF NOTE
w 1/8 1 TYP EACH I REF STRUCTURAL STEEL
�� 1/8 1 END EACH NOTE 4 FOR PIPING
PENETRATION FRAMING,
FRAMING
�I NOTE: ANGLE GREATER I EXACT SIZE AND PLAN
LOCATION WILL NEED TO
Lu
PROVIDE JOIST REINF IN ACCORDANCE WITH THIS DETAIL BOTTOM CHORD PANEL BE FIELD COORDINATED
I FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 LBS. GENERAL
K
O WHERE MORE THAN ONE CONCENTRATED LOAD EXISTS I 55'-8" 20'-0'
NOTES AND
o WITHIN A CHORD PANEL AND THE SUM OF THOSE LOADS
G EXCEEDS 100 LBS,PROVIDE JOIST REINFORCEMENT AS DETAILS
DETAILED SUCH THAT THE SUM OF THE LOADS WITHIN
�i THE REMAINING UNSUPPORTED CHORD LENGTH DOES 1 2 3
r� NOT EXCEED 100 LBS.
a �
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DOOR AND FRAME SCHEDULE - A5 DOOR SCHEDULE NOTES INSECT CONTROL PARTITION NOTES SHEET NOTES
DETAIL REFERENCES ARE TO SHEET A5 UNIT LEGEND c
DOOR FRAME 37 METAL DOOR FRAMES VISIBLE TO CUSTOMER NOT IN FINAL NUMBER OF UNITS RECEIVED IS DETERMINED BY THE 1. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK DETAILS. 1. ALL EQUIPMENT SHOWN DASHED TO BE FURNISHED BY 8. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT)WITHIN Y N
NOMINAL SIZE DETAIL EXTERIOR WALLS TO RECEIVE EPDXY PAINT. WALMART FOOD SAFETY&HEALTH, PEST MANAGEMENT AND 2. USE 1/2" GYPSUM BOARD ON NON-RATED PARTITIONS UNO. WALMART UNO. STUD WALLS WHEREVER POSSIBLE. ON COOLER/FREEZER PANELS IN F
PREFINISHED DOOR AND HARDWARE FURNISHED AND PEST ELIMINATION SERVICES PROVIDER. 3. USE 5/8"TYPE X GYPSUM BOARD ON FIRE RATED PARTITIONS. 2, ALL STEEL RACKS TO BE FURNISHED BY WALMART AND FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, _ "
MARK ROOM NAME TYPE MATERIAL COLOR QTY WIDTH HEIGHT GLASS TYPE MATERIAL COLOR HEAD JAMB THRESHOLD NOTES 38 INSTALLED BY VENDOR. 4. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4"ABOVE ANCHORED BY CONTRACTOR. REFER TO RACK CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING: U v a
946A PICKUP STORAGE N HM-STL P162 1 4'-0' 8'-0- TEMPERED 1 HM-STL P162 7 6 - 37, 39,42 TYPE TOTAL SUSPENDED CEILING SYSTEMS UNO. 3
DOOR AND HARDWARE FURNISHED, INSTALLED,AND ANCHORAGE PLAN FOR STEEL RACK AND/OR GONDOLA A. SURFACE MOUNT UTILITIES WITH NON-CORROSIVE ANCHORS; �.
39 D 5. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK UNO. SHELVING FIXTURE ANCHORING REQUIREMENTS. SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL t 3 m
PAINTED BY G.C. MAINTAIN CLEARANCE BELOW STRUCTURE PER CAPTURE TRACK w N
OWNER FURNISHED AND INSTALLED DOOR AND FRAME SCHEDULE D 1 3. REPAIR BOLT HOLES AND SPALLS RESULTING FROM CONTINUOUSLY WITH SEALANT. � � o
DETAILS MERCHANDISE FIXTURE AND OR STORAGE RACK B. INSTALL UTILITIES 1/2"OFF FACE OF PANEL TO ALLOW FOR W
DETAIL REFERENCES ARE TO SHEET A5 LINO 40 AUTOMATIC OPENER INSTALLED BY VENDOR, REF SPEC. NOTES: 6. STUD PARTITIONS REQUIRING A FIRE RATING OF ONE HOUR SHALL RELOCATION OR REMOVAL. REF SPEC 03905. FILL ALL CLEANING; USE ONLY NON-CORROSIVE ANCHORS;APPLY w r
COMPLY WITH UL#U419, UL#U465 OR UL#U442. MASONRY BOLT HOLES AND SPALLS RESULTING FROM FIXTURE CONTINUOUS SEALANT ALONG EDGES AND JOINTS. J
DOOR FRAME 41 CARDREADER INSTALLED BY VENDOR, REF SPEC. 1. ALL UNITS TO BE INSTALLED BY THE PEST ELIMINATION PARTITIONS REQUIRING ONE HOUR FIRE RATING SHALL COMPLY AND/OR STORAGE RACK RELOCATION OR REMOVAL IN C. COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT a F
NOMINAL SIZE DETAIL SERVICES PROVIDER. WITH UL#U905. NON CUSTOMER ACCESSIBLE AREAS WITH NON SHRINK PLATES MOUNTED TO WALL WITH NON-CORROSIVE C9
2. UNITS ARE NOT TO BE INSTALLED ABOVE ANY FOOD 7. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE OR GROUT. ANCHORS;APPLY CONTINUOUS SEALANT ALONG EDGES AND
MARK ROOM NAME TYPE MATERIAL COLOR QTY WIDTH HEIGHT GLASS TYPE MATERIAL COLOR HEAD JAMB ITHRESHOLD NOTES 42 INSTALL STOREROOM LOCK, REF SPEC. SERVICE/PREP EQUIPMENT. HEAVIER. 4. STUD WALL DIMENSIONS ARE TO THE FACE OF THE JOINTS.
3. UNITS ARE TO BE INSTALLED (INDICATED WITH BROWN 8. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER
9468 PICKUP STORAGE G HM-STL P126U 1 3'-0" 7'-0" TEMPERED ETR HM-STL P126U -- -- -- 38, 40,41 STUDS. 9. RELOCATION AND SETUP OF GONDOLA AND/OR RACKING AS
RECEPTACLES AND COVERS)AS INSTRUCTED WITHIN THE TO BE 20'-0". 5. WALLS AND INFILL OF EXISTING OPENINGS ARE TO INDICATED ON THIS SHEET WILL BE PERFORMED BY G.C.
REFRIGERATED CASE LEGEND MATERIAL KEY CONSTRUCTION DOCUMENTS. REFERENCE 9. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD MATCH THE CONSTRUCTION AND FINISHES OF 10. REMOVAL OF GONDOLAS AND/OR RACKING AS INDICATED ON THIS
ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR PARTITIONS. ADJACENT EXISTING WALLS. SHEET WILL BE PERFORMED BY G.C.
CASE PROPER LOCATION. 10. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING ABOVE 6. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL 11. LOCATE ALL 44" DEEP RACKS 6" FROM WALLS AND COLUMNS LINO.
THE CEILING AT 48"OC FOR INTERIOR WALL STUDS THAT DO NOT w
LENGTH/ TO MEETING WALMART QUALITY ASSURANCE 12. LOCATE ALL RACKS LESS THAN 44"DEEP 3" FROM ALL WALLS AND a w o rc
WDS NUMBER QTY. DOOR NO. DESCRIPTION MFR OR SUPPLIER MODEL NO. NOTES HM-STL HOLLOW METAL-STEEL GO TO DECK AND FOR ALL WALLS LESS THAN 6"WIDE. REF 9-A1.2. STANDARDS. PROVIDE SEALANTS IN ACCORDANCE COLUMNS UNO. j o g w t WITH Dy
RC0043 2 CONDENSING UNIT HUSSMANN TEMP TEMPERED � -
LEGEND 11. USE GYPSUM BOARD BEHIND ALL FRP BOARD UNO. w w i w w a 3 r zo
DRAWINGS AND SPECIFICATIONS. REFERENCE 13. INSTALL ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS ,_ �w'o
12. WHERE NO CEILING IS SCHEDULED, STOP 1/2"PLYWOOD SECTION 07900 FOR SEALANT SCHEDULE. WITH WAINSCOT. LOCATIONS SHOWN IN PLAN AND ELEVATION ARE 2' a a ;N t o S w�o i o
RD3032.045-A 1 8FT REACH-IN WITH CONDENSATE PUMP(FRENCH DOORS) HUSSMANN CORPORATION IDD5SU 5 SUBSTRATE AT 10'-0"AFF. 7. ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE NOT INDICATIVE OF ALL LOCATIONS WHERE CORNER GUARDS ARE
O rc �o i a rc v w i a i
RD3032.045-A 2 12FT REACH-IN WITH CONDENSATE PUMP(FRENCH DOORS) HUSSMANN CORPORATION IDD5SU 5 13. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, SEALED AS REQUIRED FOR A COMPLETE AND PROPER TO BE INSTALLED. Z 00,
w
RD3033.145-A 1 3DR REACH-IN WITH CONDENSATE PUMP HUSSMANN CORPORATION RL 5 CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, INSTALLATION, REGARDLESS OF WHETHER SHOWN ON O 3 u ow a o z a w t=o 0
5l8"TYPE X 1" VERTICAL GYPSUM BOARD EXISTING PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER ~ i m�o'=° o <O<w
RD3033.145-A 1 4DR REACH-IN WITH CONDENSATE PUMP HUSSMANN CORPORATION RL 5 _ THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS,
GYPSUM BOARD CONTROL JOINT LOCATIONS AS REQUIRED BY CODE. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE g 3<°u z a w w w o o�;
RE0229 1 EVAPORATOR C BOHN WK-130 REF SPECIFICATIONS NEW 14. ROOMS THAT HAVE 5/8" IMPACT RESISTANT GYP BD TO 48"AFF SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED 7a n Ow 1110 a M w m�z°0 w i 5
NEED 5/8"GYP BD ABOVE 48"AFF. REF A7 FOR LOCATIONS. MATERIALS ORAS RECOMMENDED BY THE i m R o a O��ow cwi w'w S w
5. FINISHES FOR OWNER SUPPLIED EQUIPMENT ARE SPECIFIED PER BID ALIGNMENT BETWEEN OWNER AND OEM "' DEMO 15. ON RESTROOMS WALLS RECEIVING PORCELAIN TILE THE UPPER MANUFACTURER FOR THE SPECIFIC APPLICATION. ��o o w a o w w�W T a
RELOCATE (PAINTED) PORTION IS TO BE WATER RESISTANT GYPSUM BOARD
IN LIEU OF GLASS-MAT BACKER MATERIAL.
16. WHEN MODIFYING
, ENSUREALLPBUILDING ANY
ATIONS NDJOIRE T PARTITION TYPES PARTITION LEGEND
AREA OF DEMOLITION PARTITIONS, ENSURE ALL PENETRATIONS AND JOINTS ARE
SEALED IN ACCORDANCE WITH THE SPECIFICATIONS.
5/8" GAP 15/8' DRYWALL 17. PROPERLY SEAL ALL EXISTING PENETRATIONS IN EXISTING
SCREWS AT 24"O.C. FIREWALLS TO ACHIEVE 1 HOUR RATING.
REFERENCE SIDE OPPOSITE SIDE DETAIL:
5/8"TYPE X
GYPSUM BOARD 1111 DOOR CARDREADER
F
B XXX
PLACEMENT
WHERE NO CEILING IS PLAN: NUMBER INDICATES STUD
INDICATED AND AT HEIGHT z
0 CARD READER, PRIMARY LOCATION RATED WALLS, LETTER NUMBER INDICATES O
ST
01.
0 CARD READER, ALTERNATE LOCATION CONTINUE GYPSUM INDICATES / STUD HEIGHTBOTTOM
GYPSUM BOARD BOARD TO DECK LINO PARTITION TYPE 12 OF ROOF DECK
T YP
VERTICAL GYPSUM BOARD
CONTROL JOINT NOTE TO G.C.: REF PLANS
REF SPECIFICATIONS G.C. SHALL METAL STUDS NUMBER INDICATES
ENSURE THAT GYPSUM BOARD REFERENCE SIDE STUD SIZE AS FOLLOWS: % 49 D O
CARD READER
PLACEMENT DOES OPPOSITE SIDE
NOT INTERFERE U 1 - 1 5/8" METAL 6-6"METAL
WITH EXISTING 2-2 1/2" METAL 8-8"CMU O %
TACTILE EXIT 3-3 5/8" METAL 12- 12"CMU
SIGNAGE. REF
TACTILE SIGNAGE NON-RATED GYPSUM BOARD WALL(NEW)
A SCHART HEET. FINISH THIS FINISH KEY O
Lei
M O
NOTE: cr
GYPSUMBOARD CONTROL JOINT THE INTERIOR AND EXTERIOR CARD READER SHOULD P126U PICKUP ORANGE Q Lo 0.
9BE PLACED ON THE STRIKE SIDE OF THE DOOR. P162 PEPPERCORN SW#7674 0 N
SINGLE HM DOOR CARDREADER PLACEMENT � °'
--------------------- N.T.S. O
INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE i U)
HEADER HEADER HEADER JAMB � I
LENGTH MEMBERS TRACKS STUDS ETAIL
(1)#10 TEK + + + + I
SCREW EACH � I I
UP TO 4'-0" 2 C3 5/8x1 1/4"x20 GA 2 C3 5/8x20 GA 2 C3 5/8x1 1/4"x20 GA + + I + + I
UP TO 10'-0" 2 C6x1 5/8"x18 GA 2 C6x18 GA 2 C6x1 5/8"x18 GA SIDE. SPACE I
Lu
OVER 10'-0"&UP TO 14'-0" 2 C8x1 5/8"x18 GA 2 C6x18 GA 2 C6x1 5/8"x18 GA AT 24"O.C. -)
OVER 14' 0"&UP TO 18'-0" 2 C8x1 5GA 2 C6x16 GA 2 C6x1 5/8"x16 GA (2)#10 TEK SCREWS ------i-k4----
"815OVER 18' 0"&UP TO 20'-0" 2 C10x1 5/8x16 GA 2 C6x16 GA 2 C6x1 5/8"x16 GA EACH SIDE AT JAMBS Z
OVER 20'-0"&UP TO 24'-0" (2)C12x1 5/8"x16 GA (2)C6x16 GA (2)C6x1 5/8"x16 GA 16 GA DEEP LEG ¢ ' p
KUP
DEFLECTION TRACK. REF z NLINE GROCERY PIC
NOTES: PARTITION DETAILS Z 3
1. MAX WALL HEIGHT ABOVE HEADER ASSEMBLY IS 14'-9". C6"x 1 5/8"x 18 GAUGE EACH w
2. SPLICING OF HEADER AND JAMB MEMBERS IS NOT PERMITTED. SIDE OF JAMB. FASTEN TO ISSUE BLOCK
3. MAX SPAN FOR OPENINGS TO RECEIVE INFILL BELOW THE HEADER IS 19'-0". TRACK WITH (2)#10 TEK
4. JAMBS NOT TO DECK ARE TO BE BRACED IN ACCORDANCE WITH THE PARTITION SCREWS EACH SIDE. DO
BRACING DETAILS. 3 5/8"JAMBS BEYOND 13'-4"ARE TO BE BRACED ABOVE THE NOT ATTACH TO JAMB + i NEW PRINTER
OPENING AND SUCH THAT THE MAXIMUM UNBRACED LENGTH IS NOT EXCEEDED. DETAIL-C + AND STAND
5. FRAMING MEMBERS ARE NOT SIZED FOR VERTICAL LOAD OTHER THAN THAT OF SECTION B
NEW MANAGERS rL2'-4"CL T-5"
THE PORTION OF WALL ABOVE THE OPENING. in� �- -
i i DOUBLE MTL STUD + I
METAL STUD REF I I AT JAMBS REF SCHED I 6 STATION
PLANS AND SECTIONS i W W
#10 TEK SCREWS AT '
(1)#10 TEK SCREW AT I 16"O.C.VERT. + I F F 7
EACH VERTICAL STUD I i F F F 7 F 946A
20 GA BOTTOM TRACK I 16 GA TRACK WITH (3)#10 i \
TEK SCREWS EACH SIDE METAL STUD I
TOP TRACK REF I I TO HEADER AND (6)#10 HEADER REF SCHED JI
SCHED I TEK SCREWS TO JAMB +
ATTACH TO SLAB 20 GAUGE I
STUD HEADERS REF I WITH (2)0.145 DIA. CONT. STUD 16 GA TRACK WITH (3)#10 TEK
SCHED I I PAPS AT BASE OF TRACK SCREWS EACH SIDE TO HEADER i EPICKUP 9
JAMB AND(6)#10 TEK SCREWS TO JAMB STORAGE Al
FINISH AS INDICATED I I ' A EXISTING � -\.. INFILL
METAL STUD JAMB I ELECTRICAL PANEL 946 OGP DOLLIES,TYP. OPENING
BOTTOM TRACK REF i TO REMAIN
SCHED ;' ' ' -' ' • .a 't' - • REF SCHED
HEADER ;, °. ' °• . 16 GA TRACK TO TOP r
- - - l
FASTEN HEADER ASSEMBLY ASSEMBLY OF HEADER ----------- -I- ----� 9'-0"
WITH (1)#10 TEK SCREW AT VARIES REF SCHED (1)#10 TEK SCREW (2)0.145 DIA. � i A6
EACH FLANGE AND 12"O.C. (2)#10 TEK SCREWS EACH FLANGE OF PAF'S AT 24" i CHECKED BY: DTB
FOR THE LENGTH OF THE AT 24"O.C.VERT EACH STUD O.C. ETAIL 1 ° 1
HEADER p I 9 Go DRAWN BY: ZMK, EG
& MERCHANDISER
SECTION-A SECTION-B DETAIL-D I ° .� I g,�" 4DR MERCHANDISER 3DR MERCHANDISER 12' MERCHANDISER 12' MERCHANDISER RD3032.045-A i Al PROTO CYCLE: 12/20/19
--�) RD3033.145-A RD.033.145-A RD3032.045-A RD3032.045-A
-------------- �� - ❑ ❑ DOCUMENT DATE: 01/28/20
HEADER CONNECTION DETAIL
8 1 1/2"= NEW OGP DOOR LEAF
AND HARDWARE. REF.5/A5
PICKUP STORAGE FLOOR PLAN
2 3/16" = 1'-0"
DOOR 946 PICKUP STORAGE
IMPORTANT NOTICE:
VARIES�'--� NO STOP AT CASED OPENING WALL FINISH
THIS DRAWING
TYPICAL DISTANCE TO EXISTING WALLS ETR. PATCH AND REPAIR ANY HOLES IN r� NOT BE USED FOR
WALL AT HINGE SIDE ONLY EXISTING WALLS. Z 3 CONSTRUCTION
UNO NEW WALLS DO NOT PAINT. REF SPECIFICATIONS FOR FINISH. UNLESS SEALED,
CONTINUOUS SEALANT, SIGNED AND DATED BY
EACH SIDE io FLOOR REMOVE
CONTINUOUS SEALANT, THE LICENSEE IN
EC ETR. EXISTING MOP
NO STOP AT EACH SIDE.
_ _ _ SINK AND RESPONSIBLE CHARGE
CASED OPENING REMOVE EXISTING CERAMIC TILE TO SLAB. SCRAPE AND WATER HEATER REMOVE EXISTING (AOR/EOR).
DOOR CLEAN THE SLAB TO REMOVE ADHESIVE AND DIRT. PATCH RACKING REMOVE EXISTING
AND REPAIR CONCRETE IN ACCORDANCE WITH DOOR AND FRAME
WALL SPECIFICATION SECTION 03905.
VARIES
CEILING
REMOVE LAY IN CEILING / rr - - - - ter- - - - �r - - - - - �� _ __ DEMO EXISTING
HEAD JAMB OPEN TO STRUCTURE ETR. = I PORTION OF WALL
- O DEMO DUCT. REF MECH. � � � ,��-,rn
N �i17
- - - - -
- - - - _ �� - - � - - /� �� /�. - - - - - �7 - - - - - _ r - - r _
II II // II II VN/ / II // II IXy I I IXI Q
6-0"x8-0"oH II II / II II II II - ----�- - 1 - - - - - - - J J
SURFACE SURFACE MOUNTED DOOR TO REMAIN LL
/ / / / _
AUTO DOOR - - - - (� - - �� - - - - - - �� - - - - - - WKWA. #00
MOUNTED J.BOX, BY GC. REF DEMO SINK, - �f
CONTINUOUS ELECTRICAL REMOVE EXISTING \ III DEMO EXISTING SD AND PT �\ 9lEn
GEARED HINGE DOOR ALARM RACKING AND STORAGE \ III COUNTER WITH V f
5" P126U \ I I BULKHEAD
(D-1
2" 2" 6" " "
1I STAND ALONE !l I P126U I - - PROCESSING _ �I I __ JAN 2 a 2020
CARD SWIPE f 1 J 1 - - - / \
DEMO CERAMIC TILEFF
f f 1 f PREFINISHED - / / / _ _ _ _ _ _ \ III RECYCLING CENTER
BY VENDOR - - - / - - -
_ FLOOR
NEW HM-STL"G" ¢ ¢ / j - _ �/ ��/ / - �� PLANS AND
to TYPE DOOR. o o PANIC HARDWARE \/
ILL PREFINISHED DOOR AND STORE DEMO STANLEY DETAILS
a v DEMO ACT
BY VENDOR. REMOVE EXISTING RACKING 10'-6"AFF FRONT SYSTEM.
ARMORPLATE - AND STORAGE
1 r+ N FOR SPECIAL PROJECTS, G.C.TO PAINT EXISTING DOOR REMOVE EXISTING DOOR LEAF
HALFlG7LASS NARROW LITE AND FRAME P126U. IN REMODEL PROJECTS THE NEW AND HARDWARE. FRAME IS
HOLLOW METAL EXTERIOR VIEW INTERIOR VIEW DOOR COMES PREFINISHED AS P126U. G.C. TO PAINT EXISTING TO REMAIN.
EXISTING DOOR LEAF AND ENTIRE FRAME P126U
FRAME TYPEDOOR TYPES OGP DOOR TYPE OPTION VENDOR WILL FURNISH AND INSTALL DOOR, PROCESSING DEMO PLAN
a 3/16" = 1'-0"
4 3/16"_ -0" 1/4" = 1'-0" AUTOMATIC DOOR OPERATOR, HARDWARE 4
3/16" = 1'-0"
SHEET:
AND MAKE FINAL CONNECTIONS AND TEST
THE OPERATOR TO ANSI 156.10
STANDARDS
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INSTALLATION NOTES:
1. THE ROOF PENETRATION CURB, HOOD AND CLOSURE PLATES ARE FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR
2. ALL HOOD PENETRATIONS SHALL BE THROUGH THE VERTICAL CLOSURE PLATES ONLY.PIPING AND CONDUIT SHALL BE INSTALLED BY O
THE TRADE CONTRACTORS WITH THE PIPE AND CONDUIT CENTERLINES 5"ABOVE THE TOP OF THE ROOF CURB WITH A MINIMUM OF 1" v
BETWEEN THE PIPE AND CONDUIT EXTERNAL SURFACE
3. THE GENERAL CONTRACTOR SHALL CUT AND INSTALL THE VERTICAL CLOSURE PLATES AFTER ALL PIPING AND CONDUITS ARE
INSTALLED AND SEAL ALL PENETRATIONS AS NOTED IN THE DETAIL AND PROVIDE CONTINUOUS SEALANT AT THE PERIMETER JOINT a
BETWEEN THE CLOSURE PLATES AND HOOD AND CURB AND WHERE THE CLOSURE PLATES OVERLAP. REF SEALANT SPECIFICATION. 0
0
EXPANDING FOAM SEALANT SHALL NOT BE USED WHERE SEALANT IS EXPOSED TO THE EXTERIOR.
4. EXTEND EXTERIOR REFRIGERANT AND WATER LINE EXTERNAL PVC INSULATION JACKET 1"INSIDE HOOD METAL CLOSURE PLATES.
C=) c=
TAPER HOOD
0 %
SLOPE 1/4"PER FT. F
GALVANIZED METAL CAP O �
N (:i
W/HOOD AT PIPE 12"CLEAR
PENETRATIONS —
2 PIECE GALVANIZED METAL VERTICAL 0 Lo m
CLOSURE PLATES, INSTALLED BY GC. O N
FIELD CUT TO FIT AROUND CONDUIT AND Z r,
INSULATED REFRIGERATION PIPE INSULATION(1/8"MAX.GAP
LINES AND CONDUIT MOUNTED i`~ 11NBETWEENBETWEEN PIPE/CONDUIT AND PLATE), REF PLAN w
TO UNISTRUT;UNISTRUT TO FASTEN TO HOOD AND CURB WITH SHEET CLEAR INSIDE OPENING O
= BE ATTACHED TO CURB j L _ METAL SCREWS W/NEOPRENE WASHERS �"�'1 1-
- 4 EA SIDE AND 6"OC TOP AND BOTTOM — — — INSTALL UPPER to
#12x2"SS SCREWS (� — — PLATE TO OVERLAP
WITH NEOPRENE/SS I� I' - BOTTOM PLATE ON Q
BONDED WASHER AT 8"OC I I TO REFRIGERATION Ln I I 1 ( EXTERIOR SIDE WITH
III III EQUIPMENT REF 1"MIN PLATE
04 PLAN til III REFRIGERATION DRAWINGS ( 1 1 1 1 1 1 OVERLAP
FASTENER AND PLATE II III VIEW FOR SIZE OF PIPESSEALANT A
CONTINUOUS w
II 111 "T''- FULLY ADHERED FLASHING SIDES AND LL I ( ( ( 1 1 PLATE TO OVERLAP ao
CONT EDGE SEALANT II II MEMBRANE EXTEND UP AND CURB 1"MIN M
0 1F REQUIRED BY MFR I I I I OVER TOP OF CURB PENETRATIONS ( 1 1 I I 11 1 1 1
II II PERIMETER TYP I 1 1 I 11 ROOF SYSTEM AND
ROOF MEMBRANE I MANUFACTURED CURB 1 1 1 1 1 1 1 STEEL DECKING NLINE GROCERY PICKUP 0
1/8" . 2"
11 II ISSUE BLOCK
II \� FT-T� EF�p FT-T-1
3"x3"x1/4"ANGLE.WELD TO (U I INSULATION(TYP) EXIST JOIST
TOP CHORD OF JOIST WITH BATT INSULATIONI ( I I I I I WHERE APPROVED BY LOCAL
1/8"x2"FILLET WELD 1/8 2 1 l 1 1 1 1 1 JURISDICTION WRAP PIPE WITH
TYP.BOTH ENDS 2" INSULATION BOARD b�►, r Li Li MEMBRANE
VERTICAL PIPING AND STAINLESS STEEL DRAW BAND
CONDUIT TO BE ATTACHED OPENING FOR
TO ANGLE.REFER TO REFRIGERATION LINES AND
3"x3"x114" PLACE CONTINUOUS
PIPING/CONDUIT SUPPORT CONDUIT.COORDINATE ANGLE SEALANT UNDER PIPE
DRAWINGS FOR CLAMP LOCATION W/ I I FLASHING
PIPE STRAPS TYP
REQUIREMENTS. REFRIGERATION EQUIPMENT. MOLDED PIPE FLASHING
EACH PIPE OR HEAT WELD OR ADHESIVE
INSULATION BOARD �-' �` ��' OPENING FOR CONDUIT
REFRIGERATION LINES AND ATTACH TO ROOF
MAINTAIN 1/2" CONDUIT 111111111114L� GLASS FIBER INSULATION
CLEARANCE FROM PIPE PAINT TO MATCH
AND INSULATION BOARD PLAN VIEW ADJACENT STRUCTURE
-1c Ll
REFRIGERATION LINE ROOF PENETRATION ROOF PENETRATION
5 1"= 1'-0" 4 1»= 1'_p» CHECKED BY: DTB
DRAWN BY: ZMK
PROTO CYCLE: 12/20/19
2 3 3.4
DOCUMENT DATE: 01/28/20
I I I
i I
IMPORTANT NOTICE:
THIS DRAWING SHALL
NOT BE USED FOR
{ I CONSTRUCTION
UNLESS SEALED,
SIGNED AND DATED BY
THE LICENSEE IN
I ( I
RESPONSIBLEAOR/EOR).CHARGE
2" to
�Lo
Lo
2x4 TREATED
LU co WOOD NAILER I J
W
INSULATION BY
w3" GENERAL
CONTRACTOR
DECK
f I l
RCU 1 AND RCU 2
ANGLE FRAME REQD FOR REF ELECTRICAL DAvirt
OPENINGS IN ROOF DECK AND STRUCTURAL Q 1
GREATER THAN 10"X10" (
REF STRUCTURAL
NONSTRUCTURAL CURB ;-----------------------; r--_ T-o" 2W-8112"
�!�WICFifT�l rAy .
1 1 r OF
2" 2" Rp f I I I I
1L I
� � 1 L I I
1 J L J
IN-4
I - L----; I I I AN 2 8 201/3 w vi �9:Lf f
2x4 TREATED O Ea. to
2x4 TREATED 1 ROOF CURB
4�WOOD NAILER v WOOD NAILER ti i OUTLINE { — —
A I 1 i ROOF PLA
LU w INSULATION BY a w INSULATION BY O
� " GENERAL c ¢ " GENERAL i AND DETAILS
w > 3 CONTRACTOR > 3 CONTRACTOR 1 1
w 1 1
DECK DECK 1 1
L ------- ---------- J
I Y- ��� CONSTRUCT CRICKET I I I
OF TAPERED ROOF ( I
STRUCTURAL CURB (AHU) STRUCTURAL CURB INSULATION SLOPE
1/2"PER FOOT LINO
CURB CRICKET ROOF PLAN
3 1 112"=1'-0" 2 112"=r-0' 1/8"= 1'-0*
cn
SHEET:
0A4N
m