10042_Southside_LUR 3 Vapor Plans-Approval 20140121

1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone: [phone] \ Internet: http://portal.ncdenr.org/web/wm
An Equal Opportunity \ Affirmative Action Employer – 50% Recycled \ 10% Post Consumer Paper

North Carolina Department of Environment and Natural Resources
Division of Waste Management
Pat McCrory Dexter R. Matthews
Governor Director
John E. Skvarla, III
Secretary

January 21, 2014

Sent Via E-mail

Chris Grenier
STILES
2125 SouthEnd Drive, Suite 351
Charlotte, NC 28203
[e-mail]

Subject: Mechanical Ventilation Approval
2208-2222 South Blvd.
Charlotte, Mecklenburg County
Brownfields Project Number 10042-06-60

Dear Mr. Grenier:

On January 10, 2014, the North Carolina Brownfields Program (NCBP) received an electronic
version of the Proposed Mechanical Ventilation System and related construction drawings. This
document was submitted in accordance with Land Use Restriction Number 3 in the Notice of
Brownfields Property:

3. With the exception of buildings that are not enclosed (for example, an open parking garage),
no building may be constructed on the Brownfields Property until DENR has been consulted regarding
the proximity of the planned building to any volatile contaminant plume reflected in the most recent
sampling results reasonably available to DENR. If DENR determines that the footprint of a building
proposed to be constructed on the Brownfields Property would fall within one hundred (100) feet of such
a plume, it may not be constructed until the proponent of the building:
a. installs a vapor barrier system and/or mechanical or passive vapor mitigation system
based on the sampling results referenced above and approved in writing by DENR; or
b. prepares an assessment of the risk posed by plume-related soil gas that demonstrates
to DENR’s written satisfaction that neither a vapor barrier nor mitigation system is required. Within
thirty 30 days following installation of any vapor barrier system and/or mechanical or passive vapor
mitigation system required by this subparagraph, DENR shall be provided certification of proper
installation under seal of a professional engineer licensed in North Carolina, as well as photographs
illustrating the installation and a brief narrative describing it, only after which may the building be used.

Telephone:[phone]
[e-mail]
2125 SouthEnd Dr.–Suite 351
Charlotte, NC 28203
www.stiles.com
January 10, 2014
Attn: Carolyn Minnich, Brownfields Project Mgr.
NCDENR – Division of Waste Management (Brownfields Program)
1646 Mail Service Center
Raleigh, NC 27699-1646
RE: Proposed Mech. Ventilation System Submittal - Brownfields Project # 10042-06-60
Shops at Southline Publix (aka Carolina Metals/Southside Properties)
2208-2222 South Blvd - Charlotte, NC (Mecklenburg County)
Dear Carolyn:
Please let this letter and attached documentation serve as South End Partners, LLC’s request for
approval by NCDENR for its mechanical ventilation system being utilized in the construction of
the new commercial/retail building and 2-story underground parking garage at the above
referenced site.
1.The parking garage will utilize a mechanical ventilation system as required by code.
2.The lower level of the parking garage will utilize continuous running 3,500 CFM exhaust
fan along with a 50,000 CFM exhaust fan which will run when carbon monoxide (CO)
sensors throughout the garage trigger. See attached Sheet M-101.
3.The upper level of the parking garage will utilize continuous running 3,500 CFM exhaust
fan along with a 50,000 CFM exhaust fan which will run when carbon monoxide (CO)
sensors throughout the garage trigger. See attached Sheet M-102.
4.Please note that the attached retail shops fronting South Blvd will not have the parking
garage below it. This attached structure will have a concrete slab-on-grade. See
attached Building Cross Section A1 on the attached Sheet A-301. Although the retail
shop bldg. is +/- 200 linear feet from any volatile contaminant plumes, a 10 mil poly
vapor barrier is being installed under the floor slab system – See attached Sheet S-104.
5.A site plan (Sheet CV3.0) is also attached for reference and orientation.
Please let me know if you have any questions or concerns regarding this submittal.
Sincerely,
Chris N. Grenier
Vice President Construction & Development – NC Operations
Cc: Steve Hart, PG – Hart & Hickman, LLP
The NCBP has reviewed documents and the ventilation system in the parking garage is
acceptable for brownfields purposes. In paragraph 4 of the proposal, a liner under the Retail
Shops is included. This liner is not required, therefore detailed specification and constructions
details have not been reviewed by NCBP.

Be advised that this approval from the Brownfields Program does not waive any
applicable requirement to obtain any necessary permits, licenses or certifications for the above
listed activities nor does it waive any requirement to comply with applicable law for such
activities. If you have any questions or comments, please contact me at 704/661-0330.

Sincerely,

Carolyn Minnich
Carolyn Minnich
Brownfields Project Manager
Division of Waste Management

ec: Bruce Nicholson, NCDENR
Steve Hart, Hart & Hickman, [e-mail]

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Shaping the Environment
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CV3.0
STAKING AND
MATERIALS PLAN
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1"=20'P:\SDSKPROJ\4162\PLANS\Production Drawings\3-Staking.dwg, CV3.0, 10/22/2013 10:54:07 AM, dallgood, 1:1MECHANICAL
VENTILATION
SYSTEM &SHAFT
FRESH AIR
ENTRANCE
FRESH AIR
ENTRANCE
FRESH AIR
ENTRANCE
PUBLIX ABOVE
PARKING GARAGE
RETAIL SHOP
BLDG.
(SLAB ON GRADE)
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0"8' - 0"LB36x55/84, Do=20.25, S=28.5 (106) [1.5"]5' - 1"5' - 1"S1061S4021SOUTHELEVATIONS4023WESTELEVATIONS4022NORTHELEVATIONS4025LOADINGDOCKELEVATION6S3072S3103S3044S3042S1043S1045S1044S3075S303HSS12X4X5/8HSS12X4X5/82S3033S303-0' - 8"-0' - 8"W21X44 (8)3S106-1' - 4"-1' - 4"-1' - 4"2'-0" WIDE X1'-0" DEEPCONT FTG WITH(2)-#5 CONT2'-0" WIDE X1'-0" DEEPCONT FTG WITH(2)-#5 CONT2'-0" WIDE X1'-0" DEEPCONT FTG WITH(2)-#5 CONT(0'-0")4" SLAB ON GRADE99S3091S309AT DOOR99S30999S309S4031EASTELEVATIONS4026ELEVATORELEVATIONW12X30 (20)W12X30 (20)W12X30 (20)W12X30 (20)W12X30 (20)W12X30 (20)W12X30 (20)W12X30 (20)W12X30 (20)W12X30 (20)W12X45 (40)W12X45 (40)W12X45 (40)W12X45 (40)W12X45 (40)1' - 4"7' - 8"W12X26 (16)W12X14 (4)W12X14 (4)W12X26 (16)W12X26 (16)W12X14 (8)W12X26 (16)W12X14 (8)W12X30 (30)W12X14 (8)A.2A.22' - 0"2' - 0"W18X35 (8)W18X35 (8)W18X35 (8)W18X35 (8)12' - 1"8' - 9"45' - 2"11' - 3"45' - 2"5' - 3 3/8"6S303TOW0'-0"TOW+3'-4"TOW+0'-8"W12X30 (16)W12X30 (16)12' - 9 1/4"7' - 10"9' - 2"8' - 6"9' - 0"9' - 8"8' - 4"9' - 0"9' - 8"8' - 4"9' - 0"9' - 8"8' - 4"5' - 6"3' - 6"3' - 10"W16X26 (20)3' - 6"BWO110' - 3"BWO213' - 6"BWO1BWO1BWO19' - 0"4' - 6"FLOOR FRAMING NOTES1. FLOOR IS LIGHT WEIGHT CONCRETE (UNIT WEIGHT=115pcf) TOPPING ON 3" - 20 GAGE COMPOSITE FLOOR DECK WITH #4 @ 12" TOP,PERPENDICULAR TO DECK FLUTES, 1 1/2" CLEAR FROM TOP OF SLAB, AND #4 @ 12" BOTTOM, TIED TO UNDERSIDE OF TOP BARS. SEE TYPICALCOMPOSITE FLOOR CONSTRUCTION DETAIL. DURING PLACEMENT OF CONCRETE, CONTRACTOR SHALL ENSURE THICKNESS OF FLOOR SYSTEM,NOT ATTEMPT TO LEVEL TOP OF FLOOR.HATCH AREAS INDICATED ON 1S105: 4 7/8" CONCRETE TOPPING (TOTAL FLOOR THICKNESS 7 7/8")TYPICAL FLOOR: 4 1/4" CONCRETE TOPPING (TOTAL FLOOR THICKNESS 7 1/4")2. REFERENCE FINISHED FLOOR ELEVATION IS 0'-0" (761.0'). TYPICAL TOP OF CONCRETE SLAB ELEVATION IS 0'-5/8" BELOW FINISHED FLOORELEVATION. TOP OF CONCRETE SLAB IN HATCHED AREAS IS 0'-0". THEREFORE TOP OF STEEL IS -7 7/8" BELOW FINISHED FLOOR, UNLESS NOTEDOTHERWISE, SUCH AS AT THE TRUCK DOCK AND VEHICLE RAMP AREAS.3. HATCHED AREAS SHALL BE POURED FIRST, USING CONSTRUCTION JOINTS TO DEFINE PERIMETER. SLAB REINFORCEMENT SHALL RUN THROUGHCONSTRUCTION JOINT.4. THE NUMBER OF 3/4" DIA HEADED SHEAR STUDS x 5" LONG IS SHOWN ON PLAN AS (##). FOR ALL BEAMS WHERE NUMBER OF STUDS IS NOTSPECIFIED, PLACE STUDS AT 24" SPACING ALONG FULL LENGTH OF BEAM.5. PROVIDE CONTINUOUS ANGLE OR BENT PLATE (1/4" THICK MINIMUM) AT EDGE OF DECK. SEE PLANS AND DETAILS FOR ADDITIONALINFORMATION.6. CONTRACTOR SHALL VERIFY AND COORDINATE MECHANICAL OPENING SIZES AND LOCATIONS, THEN INCORPORATE INTO STRUCTURAL STEELAND DECK SUBMITTALS. FLOOR PENETRATIONS GREATER THAN 8" SHALL BE COORDINATED WITH THE STRUCTURAL ENGINEER. PROVIDE FRAMINGFOR SUPPORT AT OPENINGS IN ACCORDANCE WITH TYPICAL OPENING FRAMING DETAIL.7. PROVIDE LOOSE LINTELS FOR SUPPORT OF MASONRY VENEER IN ACCORDANCE WITH LOOSE LINTEL SCHEDULE.8. BEAMS SHALL BE EQUALLY SPACED BETWEEN GRID LINES UNLESS NOTED OTHERWISE.9. PROVIDE L2x2x3/16 FOR DECK SUPPORT AT COLUMNS.10. BEAM REACTIONS ARE PROVIDED AS FACTORED LOADS FOR LRFD CONNECTION DESIGN AND ARE SHOWN ON PLAN AS "##k". FOR REACTIONSNOT SHOWN, PROVIDE 12k MINIMUM CONNECTION CAPACITY.11. OPENINGS THROUGH THE WEBS OF W-SHAPE BEAMS ARE REQUIRED IN SEVERAL LOCATIONS (BEAM WEB OPENING). THESE OPENINGS SHALLBE CUT IN THE SHOP, NOT IN THE FIELD. SEE LOCATIONS AND LABELS ON PLAN.BWO1: 8" DIAMETER HOLE, CENTERLINE OF HOLE 17" FROM TOP OF BEAMBWO2: 8" DIAMETER HOLE, CENTERLINE OF HOLE 15" FROM TOP OF BEAM12. FOR ADDITIONAL REQUIREMENTS, SEE GENERAL NOTES.FOUNDATION NOTES1. REFERENCE TOP OF SLAB ON GRADE ELEVATION IS 0'-0" (761.00'). ALL ELEVATIONS SHOWN ARE RELATIVE TO THE REFERENCE TOP OFSLAB ELEVATION.2. FLOOR IS 4" SLAB ON GRADE WITH ONE LAYER OF 6x6 W1.4xW1.4 WWF CENTERED IN SLAB. PROVIDE 10 MIL VAPOR RETARDER ON TOPOF 4" OF PROPERLY PREPARED AGGREGATE BASE. SEE GEOTECHNICAL REPORT.3. COLUMN BLOCKOUTS SHALL BE USED AT ALL COLUMN LOCATIONS AND BE CONSTRUCTED PER THE TYPICAL ISOLATION JOINT DETAIL.4. CONTROL JOINTS SHALL BE EXTENDED ALONG ALL COLUMN CENTERLINES AND SPACED NO GREATER THAN 12'-0" ON CENTERTHEREAFTER IN EACH DIRECTION. SEE SLAB ON GRADE DETAILS.5. F# DENOTES FOOTING TYPE, SEE FOUNDATION SCHEDULE.6. DENOTES TOP OF FOOTING ELEVATION.7. SF DENOTES STEPPED FOOTING, SEE STEPPED FOOTING DETAIL.8. # DENOTES RETAINING WALL TYPE, SEE CONCRETE RETAINING WALL SCHEDULE.9. BASE PLATE SIZES SHALL BE AS FOLLOWS:HSS8 COLUMNS 16"x16"x1"HSS6 COLUMNS 14"x14"x1"SPECIAL BASE PLATES ARE MARKED ON PLANS AS BP#, SEE DETAIL #/S###. DIMENSIONS OF PLATES AT BRACED FRAMES SHALL BEINCREASED AS REQUIRED TO ACCOMMODATE BRACE CONNECTION.10. ALL COLUMN BASE PLATES SHALL HAVE FOUR (4) ANCHOR RODS UNLESS NOTED OTHERWISE. ANCHOR RODS SHALL BE LOCATED ATEACH CORNER 2" FROM EACH SIDE UNLESS NOTED OTHERWISE. SEE COLUMN FOOTING DETAIL FOR ANCHOR ROD SIZE, GRADE,EMBEDMENT, AND ADDITIONAL INFORMATION.11. FOR ADDITIONAL REQUIREMENTS, SEE GENERAL NOTES.(+/- #'-##")(+/- #'-##")#'-##"#'-##"03 - FIRST FLOOR0' - 0"3/4" CAP PLATE FLUSHWITH TOP OF STEEL3/4" BASE PLATEWITH (4)3/4" DIA A325 BOLTSTHROUGH CAP PLATE15S20103 - FIRST FLOOR0' - 0"4S1043/4" BASE PLATEWITH (4) 3/4" DIAA325 BOLTS THROUGH BEAMFLANGE AND/OR CAP PLATE3S1043/4" BASE PLATEWITH (4) 3/4" DIAA325 BOLTS THROUGH BEAMFLANGE AND/OR CAP PLATE03 - FIRST FLOOR0' - 0"CMU VERTICAL REBAR HILTIHY150 MAX EPOXY SYSTEM5" EMBEDMENTMASONRY WALL CONSTRUCTION SCHEDULEREQUIREMENTVERTICAL REINFORCING BARCMU JOINT REINFORCINGBOND BEAMCONTROL JOINTVENEER REINFORCINGSIZESPACINGSIZESPACINGSIZESPACINGSPACINGSIZESPACINGTIE SPACING#6 (CENTERED)32"(2) W1.7 (9 GAGE) WIRES16"AS NOTED IN SECTIONSTOP OF WALL ANDJOIST BEARING25'-0" MAXIMUMNOT REQUIREDNOT REQUIRED24" HORIZONTALx 16" VERTICALSDC A, B, OR CREFERENCE DETAILCMU WALL REINFORCINGREQUIREMENTSHORIZONTAL MASONRYREINFORCINGCMU WALL REINFORCINGREQUIREMENTSCMU CONTROL JOINTHORIZONTAL MASONRYREINFORCINGFOR ADDITIONAL REQUIREMENTS, SEE GENERAL NOTESWALLS ABOVE FLOOR1. TOP OF ALL CMU WALLS SHALL HAVE AN 8" DEEP BOND BEAM WITH (2) #5 CONTINUOUS, UNLESS NOTED OTHERWISE. Moore Lindner Engineering, Inc. All rights reserved.All reports, plans, specifications, computer files, field data,notes and other documents and instruments prepared byMoore Lindner (ML) as instruments of service shall remain theproperty of ML. ML shall retain all commom law, statutory andother reserved rights, including the copyright thereto.250 N. Trade StreetSuite 206Matthews, NC 28105P: 704-321-1266F: 704-321-1366Moore Lindner Project #Moore LindnerEngineering, IncNC Firm #C-2410SOLUTIONS THROUGH LISTENINGCHECKED BY:DRAWN BY:DATE:PROJECT:REVISIONS:MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS1A23456BCDESERVICE BY DESIGN12-025© 2013BID SET - OCT 21, 2013WWW.LS3P.COMTEL. 704.333.6686 FAX [phone]CHARLOTTE, NORTH CAROLINA 28202227 WEST TRADE STREET SUITE 7009103-124410OCT 21, 2013FIRST FLOORFRAMING PLANS104SHOPS ATSOUTHLINE 1/16" = 1'-0"S1041FIRST FLOOR FRAMING PLAN 3/4" = 1'-0"S1042Section 72 3/4" = 1'-0"S1043Section 17 3/4" = 1'-0"S1044Section 73 3/4" = 1'-0"S1045Section 75 12" = 1'-0"S1046MASONRY WALL CONST SCHEDULE ABCNo.DescriptionDateRETAILSHOPS
DNDNUPUP1.02.03.04.0A.0B.0D.0E.0F.0G.0H.0J.0K.0L.0M.0N.0P.0Q.05.04.54.8E.9G.1G.9K.1K.8F.1C.0M.2M.34.86P.14.3E.312C3A.2EXHAUST FAN EF3(50,000 CFM) IN AREAWAY.FAN TO RUN WHENACTIVATED BY CARBONMONOXIDE (CO) SENSORS.EXHAUST FAN EF4(3,500 CFM) IN AREAWAY.FAN TO RUN CONTINUOUSLY.ELECTRIC WALL HEATEREH3 IN FIRE RISER ROOMHEAT PUMP HP1.MOUNT CONDENSER8'-0" ABOVE FLOORCONDENSER TO BEWALL MOUNTED.3/4" COND. DRAININTO DECK DRAIN.AIR CONDITIONERAC1WIRELESST'STATTCARBON MONOXIDE CONTROLPANEL FOR 2ND LEVEL PARKINGDECK.CCCCCCCCCCCCCCCCARBON MONOXIDEDETECTOR. (TYPICAL)CCCNOTE: PROVIDE CARBON MONOXIDEDETECTOR SYSTEM EQUAL TOHONEYWELL E3POINT. CENTRALCONTROL PANEL SHALL MONITORCO CENSORS LOCATED ON THISLEVEL. IF CO LEVELS EXCEED25FPM FAN EF3 SHALL ENERGIZELOCAL AUDIBLE ALARM SHALLSOUND, AND LOCAL VISUAL ALARMWILL DISPLAY. CONTACT INCONTROL PANEL WILL BE WIRED TOCENTRAL FIRE ALARM SYSTEM BYFIRE ALARM INSTALLER.AREA TO BEUPFITTED BYTENANTSTAIR 1P202ELECP205MECH RMP211ELEV RMP207GEN ROOM (PUBLIX)P213GEN ROOM(SHOPS/DECK)P212STAIR 2P203RISERP204ELEV RMP206HONEYWELL301C CENTRALCONTROL PANELCARBONMONOXIDEEXHAUST FANMODBUS COMMUNICATION MODBUS COMMUNICATIONE3POINTDETECTORNOTE:1. DAISY-CHAIN UP TO 96 DETECTORS ON SERIAL BUS.2. PROVIDED RELAY OUTPUT IN CONTROL PANEL TO ACTIVATE CARBON MONOXIDE FAN.3. CONTROLLER SHALL BE AUXILIARY CONTACT TO INTERFACE WITH BUILDING'S FIRE ALARM PANEL4. ALL WIRING WITHIN PARKING DECK TO BE RUN WITHIN METALLIC CONDUIT.5. SYSTEM EQUAL TO HONEYWELL E3POINT OR APPROVED EQUAL6. DETECTORS SHALL SERVE UP TO 5000SF EACH.E3POINTDETECTORE3POINTDETECTORE3POINTDETECTORE3POINTDETECTORNOTE: PROVIDE SAME CONTROL SCHEME FOR EXHAUST FAN EF1 AND EF3.CHECKED BY:DRAWN BY:DATE:PROJECT:REVISIONS:WWW.LS3P.COMTEL. 704.333.6686 FAX [phone]CHARLOTTE, NORTH CAROLINA 28202MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS1A23456BCDECOPYRIGHT 2013 ALL RIGHTS RESERVEDPRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM LS3P ASSOCIATES LTD.227 WEST TRADE STREET SUITE 700BID SET - OCT 21, 201310/16/2013 11:31:58 AMR:\Morrison&Associates\Publix_IversonPlace_Plumb_Mech_Fire.rvt9103-1244102013_10-21MCWBMMSECONDPARKINGMECHANICALPLANM102SHOPS ATSOUTHLINEProject Status 1/16" = 1'-0"M1021SECOND PARKING MECHANICAL PLANNTSM1022CARBON MONOXIDE DETECTION SYSTEM CONTROL DIAGRAMFRESHAIRENTRANCEFRESHAIRENTRANCEVENTILATIONSHAFT
UPUP1.02.03.04.0A.0B.0D.0E.0F.0G.0H.0J.0K.0L.0M.0N.0P.0Q.05.04.54.8E.9G.1G.9K.1K.8F.1C.0M.2M.34.86P.14.3E.3B.95.86%11.73%A.2EXHAUST FAN EF1(50,000 CFM) IN AREAWAY.FAN TO RUN WHENACTIVATED BY CARBONMONOXIDE (CO) SENSORS.EXHAUST FAN EF2(3,500 CFM) IN AREAWAY.FAN TO RUNCONTINUOUSLY.ELECTRIC WALLHEATER EH2ELECTRIC WALLHEATER EH2ELECTRIC HEATEREH3 IN FIRE PUMPROOM.CCONTROL PANEL FORCARBON MONOXIDE SYSTEM.1ST LEVEL PARKING DECK.CCCCCCCCCCCCCCCCARBON MONOXIDEDETECTOR. (TYPICAL)CNOTE: PROVIDE CARBON MONOXIDEDETECTOR SYSTEM EQUAL TOHONEYWELL E3POINT. CENTRALCONTROL PANEL SHALL MONITORCO CENSORS LOCATED ON THISLEVEL. IF CO LEVELS EXCEED25FPM FAN EF1 SHALL ENERGIZELOCAL AUDIBLE ALARM SHALLSOUND, AND LOCAL VISUAL ALARMWILL DISPLAY. CONTACT INCONTROL PANEL WILL BE WIRED TOCENTRAL FIRE ALARM SYSTEM BYFIRE ALARM INSTALLER.AREA TO BEUPFITTED BYTENANTEF5VESTIBULEP110STAIR 2P103STAIR 1P102FIRE PUMP120DESIGNER STATEMENT:MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENTMETHOD OF COMPLIANCEThermal Zone 3AExterior design conditions winter dry bulb summer dry bulbInterior design conditions summer dry bulb winter dry bulb relative humidityBuilding heating loadBuilding cooling loadList equipment efficiencies:To the best of my knowledge and belief, the design ofthis building complies with the mechanical systems, servicesystems and equipment requirements of the 2012 NorthCarolina State Energy Code. SIGNED: NAME: TITLE:unit tagcooling output of unit (mbh)heat output of unit (mbh)description of unitheating efficiency (HSPF)cooling efficiency (SEER)Mechanical Spacing Conditioning System18.018°F91°F75°F72°F50%10mbh1.5tonsPrescriptive Energy Cost BudgetBobby M. MorrisonProfessional Engineersplt syst hp13.015.3AC1/HP19.5EF1Full Load Minimum Efficiencies of Polyphase Motorsminimum efficiency (%)motor horsepowerunit tag10EF21087.5 87.5GRAVITY TYPE WALL SHUTTERMOTORSIDEWALL EXHAUST FANEXTERIOR WALLEXTERIOR WALLSAFETY GUARDAIRFLOWSIDEWALLEXHAUSTFANMOTORPROVIDE MINIMUM 2X2X1/4ANGLE FRAME AROUND FAN.ATTACH TO FAN AND WALL.GRAVITY TYPEWALL SHUTTERBEYOND.EXTERIOR WALLEXTERIOR WALLSAFETYGUARDPROVIDE MINIMUM 2X2X1/4ANGLE FRAME AROUND FAN.ATTACH TO FAN AND WALL.CARBONMONOXIDEEXHAUST FANEF1 ABOVE.CONTINOUSVENTILATIONEXHAUSTFAN EF2BELOW.JOCKEYPUMPCONTROLPANEL.AREAWAYFIRE PUMPROOMVENTILATIONFAN EF524"X24"DISCHARGEDAMPERS.3,000CFM3,000CFMELEC WALLHEATEREF3.FIRE DAMPERCARBON MONOXIDECONTROL PANEL.MOTOROPERATEDMOTOROPERATEDDAMPER TOOPEN WHENEF5 ISENERGIZEDTROOMTHERMOSTATTO ENERGIZEEF5.FIRE PUMPBY OTHERSMM5M1014M101CONTINUOUSVENTILATIONEXHAUST FANEF2 BELOWCARBONMONOXIDEEXHAUST FANEF1 ABOVE.CARBON MONOXIDECONTROL PANEL.AREAWAYAREAWAYDISCHARGEDAMPERS3,000CFM3,000CFMELEC. WALLHEATER.EH3.INTERLOCKDAMPER ONDISCHARGE TOOPEN WHENEF5 OPERATES.FIRE PUMPROOMVENTILATIONFAN EF5.MTMCHECKED BY:DRAWN BY:DATE:PROJECT:REVISIONS:WWW.LS3P.COMTEL. 704.333.6686 FAX [phone]CHARLOTTE, NORTH CAROLINA 28202MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS1A23456BCDECOPYRIGHT 2013 ALL RIGHTS RESERVEDPRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM LS3P ASSOCIATES LTD.227 WEST TRADE STREET SUITE 700BID SET - OCT 21, 201310/16/2013 11:31:51 AMR:\Morrison&Associates\Publix_IversonPlace_Plumb_Mech_Fire.rvt9103-1244102013_10-21MCWBMMFIRST PARKINGMECHANICALPLANM101SHOPS ATSOUTHLINEProject Status 1/16" = 1'-0"M1011FIRST PARKING MECHANICAL PLANNTSM1012SIDEWALL FAN DETAILNTSM1013MECHANICAL PLAN FOR FIRE PUMP ROOMNTSM1014SECTION #1NTSM1015SECTION #2VENTILATIONSHAFTFRESHAIRENTRANCEVENTILATIONSHAFT
1ST FLR0' - 0"ROOF24' - 0"T.O. FTG.-26' - 0"A.0B.0D.0E.0F.0G.0H.0J.0K.0L.0M.0N.0P.0Q.0PARKING 2-12' - 0"PARKING 1-24' - 0"RETAILPARKING 2PARKING 1LOADINGRETAILRAMPC.04I-13I-1B.9Level 10' - 0"Level 210' - 0"T.O. FTG.-26' - 0"PARKING 1-24' - 0"PARKING 2-12' - 0"1ST FLOOR0' - 0"ROOF24' - 0"3RD FLOOR35' - 4"A.2CHECKED BY:DRAWN BY:DATE:PROJECT:REVISIONS:WWW.LS3P.COMTEL. 704.333.6686 FAX [phone]CHARLOTTE, NORTH CAROLINA 28202MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS1A23456BCDECOPYRIGHT 2013 ALL RIGHTS RESERVEDPRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM LS3P ASSOCIATES LTD.227 WEST TRADE STREET SUITE 700BID SET - OCT 21, 201310/17/2013 5:05:59 PMC:\Users\scottferguson\Documents\Arch_Shops at Southline_2013_scottferguson.rvt9103-1244102013_10-21SFDLIMAGESA-800SHOPS ATSOUTHLINE 1/16" = 1'-0"3Option 4 SectionNo. Description Date
1ST FLR0' - 0"3RD FLOOR35' - 4"ROOF24' - 0"T.O. FTG.-26' - 0"A.0B.0D.0E.0F.0G.0H.0J.0K.0L.0M.0N.0P.0B1A-301D1A-301PARKING 2-12' - 0"PARKING 1-24' - 0"C1A-301A-353A5A-351A2A1A-412C.0A.5E.3C4A-421A-424A4A.223'-1 1/2"1ST FLR0' - 0"3RD FLOOR35' - 4"ROOF24' - 0"T.O. FTG.-26' - 0"1.02.03.04.05.03A-800A1A-301PARKING 2-12' - 0"PARKING 1-24' - 0"A-351A3A-351A4A2A-4214.521'-1 1/2"4.32G-102A-421A17'-0"1ST FLR0' - 0"3RD FLOOR35' - 4"ROOF24' - 0"T.O. FTG.-26' - 0"1.02.03.04.05.0A1A-301PARKING 2-12' - 0"PARKING 1-24' - 0"A-411A4A-351A6A1A-3524.54.8A-554A1LINE OF WALL BEYONDPARKING ENTRANCEBEYONDA-601B1A1A-6011ST FLR0' - 0"3RD FLOOR35' - 4"ROOF24' - 0"T.O. FTG.-26' - 0"1.02.03.04.05.0A1A-301PARKING 2-12' - 0"PARKING 1-24' - 0"A-351A5A1A-3524.54.82G-102A-553A4CHECKED BY:DRAWN BY:DATE:PROJECT:REVISIONS:WWW.LS3P.COMTEL. 704.333.6686 FAX [phone]CHARLOTTE, NORTH CAROLINA 28202MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS1A23456BCDECOPYRIGHT 2013 ALL RIGHTS RESERVEDPRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM LS3P ASSOCIATES LTD.227 WEST TRADE STREET SUITE 700BID SET - OCT 21, 20139103-1244102013_10-21SFDLBUILDINGSECTIONSA-301SHOPS ATSOUTHLINE 1/16" = 1'-0"A1Building Section Thru Pop-up 1/16" = 1'-0"B1Building Section Thru Pop-up Elev 1/16" = 1'-0"D1Building Section Thru Loading Dock 1/16" = 1'-0"C1Building Section Thru Secondary RampNo. Description DateSLABONGRADEW/10MILVAOPRBARRIERPUBLIXSUPERMARKET2LVLPARKINGGARAGE(MECHANICALLYVENTILATED)RETAILSHOPSSOUTHBLVD.LIGHTRAILLINE