PROJECT INFORMATION R BARNARD HALL - LOBBY … · vr vwc vapor barrier ... vinyl cove base vertical verify verify in field vapor retarder vinyl wall covering w w w/ wb wc wd wdw wf

MATE

RIAL

SYM

BOLS EARTH

GRAVEL

CONCRETE

METALRIGID

INSULATION

GYPSUM BOARD

OSBPLYWD

CENTER LINE

ELEVATION MARK

LOCATION100' - 0" ELEVATION MARK

NORTH

ROOF PITCH124

PARTITION TYPEAAA

ROOM NAME/NUMBER

DOOR NUMBER

WINDOW/GLAZING NUMBER

GRIDLINE

ELEVATION TAG

ROOM NAME#

#A

#

A

#A#.#DIRECTION OF ELEVATION

DRAWING NUMBER

SHEET WHERE SHOWN

BUILDING SECTION TAG

#A#.#

DRAWING NUMBER

SHEET WHERE SHOWN

WALL SECTION TAG

#A#.#

DRAWING NUMBER

SHEET WHERE SHOWN

DETAIL TAGS#A#.#

SHEET WHERE SHOWN

#A#.#

#A#.#

DRAWING NUMBER

REFE

RENC

E SY

MBOL

S

DATE

:

This drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a registered architect employed by Comma-Q Architeture, Inc. is affixed above.

PROJ

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CONSULTANTS

REVISIONS

ORIGINAL DRAWING SIZE: 30" x 42" A360

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MECHANICALMD 0.1 MECHANICAL DEMOLITION PLANSM 2.0 MECHANICAL RENOVATION PLANS

ELECTRICALE0.1 ELECTRICAL ABBREVIATIONS AND SYMBOLSE0.2 LIGHTING SCHEDULE AND DETAILSED 1.1 POWER & SYSTEMS DEMOLITION PLANSED 2.1 LIGHTING DEMOLITION PLANSE1.1 POWER AND SYSTEMS PLANSE2.1 ELECTRICAL LIGHTING PLANS

FIRE PROTECTIONFP1.0 FIRE PROTECTION PLANS

GENERALA 0.1 COVER SHEETA 0.2 CODE & STAGING PLANS

ARCHITECTURALAD 0.1 DEMOLITION PLANSA 2.1 FLOOR PLANSA 3.1 REFLECTED CEILING PLANS & CEILING DETAILSA 4.1 EXTERIOR ELEVATIONS & DETAILSA 5.1 ENLARGED PLANS, INTERIOR ELEVATIONS & INTERIOR DETAILSA 5.2 LOBBY STAIR DETAILSA 5.3 ENLARGED PLANS, INTERIOR ELEVATIONS & INTERIOR DETAILSA 5.4 ENLARGED PLANS, INTERIOR ELEVATIONS & INTERIOR DETAILSA 5.5 ENLARGED PLANS, INTERIOR ELEVATIONS & INTERIOR DETAILS

STRUCTURALS 2.1 FLOOR PLANSS 4.1 WINDOW ELEVATIONS AND DETAILSS 5.1 ENLARGED PLANS AND DETAILS

SHEET INDEX

MONTANA STATE UNIVERSITYBARNARD HALL - LOBBY REMODELCONSTRUCTION DOCUMENTSMarch 23, 2017

GENERAL NOTES:

1. THE CONTRACTOR SHALL SCHEDULE & COORDINATE ALL REQUIRED INSPECTIONS FROM THE APPROPRIATE REGULATORY AGENCIES.2. CONTRACTOR SHALL SUBMIT COPIES OF INSPECTION REPORTS FOR ALL REQUIRED INSPECTIONS TO THE OWNER & ARCHITECT.3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED BY LOCAL LAWS, ORDINANCES AND REGULATIONS PERTAINING TO

THIS WORK.4. EXISTING BURIED UTILITY LINES OTHER THAN THOSE INDICATED IN THE DRAWINGS MAY EXIST ON THE SITE. THE CONTRACTOR IS ADVISED TO

PROCEED WITH CAUTION DURING ALL EXCAVATION WORK. MAKE ALL POSSIBLE INVESTIGATIONS AS TO LOCATIONS OF UNMARKED LINES.5. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD COVERING OR AFFECTING THE WORK PRIOR TO SUBMITTING BID OR BEGINNING

WORK. OBTAIN AND VERIFY DIMENSIONS TO ENSURE PROPER LOCATION WITH RESPECT TO EXISTING BUILDINGS AND REPORT TO ARCHITECT ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT PROPER COMPLETION OF THE WORK.

6. THE CONTRACTOR SHALL COORDINATE WITH OWNER AND UNIVERSITY STAFF THE TEMPORARY RELOCATION OF ELEMENTS WHEN REQUIRED FOR CONSTRUCTION ACTIVITIES THROUGHOUT THE CONSTRUCTION PHASES, TYPICAL.

7. THE CONTRACTOR SHALL LAY OUT THE WORK FROM THE DIMENSIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR ALL MEASUREMENTS IN CONNECTION THEREWITH AND SHALL ADVISE THE ARCHITECT IN WRITING OF ANY AND ALL DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING THE ACTUAL WORK. ALL WORK SHALL BE CONSIDERED TO BE NEW WORK EXCEPT WHERE INDICATED TO BE EXISTING.

8. PROVIDE AND MAINTAIN NECESSARY COVERINGS AND BOARDING TO PROTECT EXISTING WORK AND FINISHES. UPON COMPLETION, REMOVE ALL PROTECTION, CLEAN ALL EXPOSED SURFACES AND LEAVE ALL SPACES IN A CLEAN, ORDERLY CONDITION AND BROOM SWEEP. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DAMAGE CAUSED BY IMPROPER PROTECTION AND SHALL REPAIR ANY DAMAGE CAUSED, WITHOUT EXTRA CHARGE TO THE OWNER.

9. PROVIDE TEMPORARY FENCING AND ENCLOSURES AROUND THE SITE FOR PROTECTION OF OCCUPANTS AND PUBLIC SAFETY.10. THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN SAFETY MEASURES AND PROVIDE ALL EQUIPMENT OR TEMPORARY CONSTRUCTION TO

SAFEGUARD ALL PERSONS AND PROPERTY AFFECTED BY ALL THE CONTRACTOR'S OPERATIONS.11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIRE SAFING AND JOINT SEALANTS OF BUILDING PENETRATIONS THAT OCCUR FROM

CONSTRUCTION ACTIVITIES, TYP.12. THESE CONSTRUCTION DRAWINGS SHALL NOT BE SCALED.

ABBREVIATIONS

ABACIACPACTADADAADDT’LADJAFFAHUALTALUMAPARCHASFASPHASSYASTM

ANCHOR BOLTAMERICAN CONCRETE INSTITUTEACOUSTIC CEILING PANELACOUSTIC CEILING TILEAREA DRAINAMERICANS WITH DISABILITIES ACTADDITIONAL ADJUSTABLEABOVE FINISHED FLOORAIR HANDLING UNITALTERNATEALUMINUMACCESS PANELARCHITECT, ARCHITECTURALABOVE SUBFLOORASPHALTASSEMBLYAMERICAN SOCIETY OF TESTING & MATERIALS

A

BBDBGBLDGBLKGBMB.O.BOTBRKBSMTB.SPLBTWN

BOARDBELOW GRADEBUILDINGBLOCKINGBEAMBOTTOM OFBOTTOMBRICKBASEMENTBACKSPLASHBETWEEN

CABTCGCIPCJC/L or CLCLGCLRCMUC.O.COLCOMMCONCCONFIGCONSTRCONTCONTRCOORDCORRCPTCUSTCTCTGCTOPCUHCWO

CABINETCORNER GUARDCAST-IN-PLACECONTROL JOINTCENTER LINECEILINGCLEARCONCRETE MASONRY UNITCLEANOUTCOLUMNCOMMUNICATIONSCONCRETECONFIGURATIONCONSTRUCTIONCONTINUOUSCONTRACTORCOORDINATECORRIDORCARPETCUSTODIALCERAMIC TILECLEAR TEMPERED GLASSCOUNTERTOPCABINET UNIT HEATERCOORDINATE W/ OWNER

C

DDBLDCSDNDETDFDIADIMDK.DPDRDSDTLDWDWG

DOUBLEDIAPER CHANGING STATIONDOWNDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDARKDAMPPROOFINGDOORDOWNSPOUTDETAILDISHWASHERDRAWING

EEAEFEIFSELECELEV or ELENCLEPSEQEQUIPEXIST or (E)EXT

EACHEXHAUST FANEXTERIOR INSULATION FINISH SYSTEMELECTRIC/ELECTRICALELEVATIONENCLOSUREEXPANDED POLYSTYRENE INSUL BDEQUALEQUIPMENTEXISTINGEXTERIORF

FCFDFDTNFEFECFFFHCFINF& IFL or FLRFLRGF.O.FOSFPSCFRFRMFRMGFRPFTFTGFTN

FIBER CEMENTFLOOR DRAINFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISHED FLOORFIRE HOSE CABINETFINISHEDFURNISH(ED) & INSTALLFLOORFLOORING FACE OF FACE OF STUDFIRE PROOF SELF CLOSINGFIRE RATEDFRAMEFRAMINGFIBERGLASS REINFORCED PLASTICFOOT/FEETFOOTINGFOUNTAIN

GGAGALV.GBGFCIGLGLBGLU LAMGLZGWBGWB-P

GAUGEGALVANIZEDGRAB BARGROUND FAULT CIRCUIT INTERRUPTERGLUE LAMINATEDGLU LAM BEAMGLUE LAMINATEDGLASS/GLAZINGGYPSUM WALL BOARDGYPSUM WALL BOARD PAINTED

HHBHDHDWREHDRHMH/HORIZHRHSHTHVACHVY

HOSE BIBHAND DRYER (ELECTRIC)HARDWAREHEADERHOLLOW METALHORIZONTALHANDRAILHOLLOW STEELHEIGHTHEATING, VENTILATION, & AIR CONDITIONINGHEAVYI

IGUINCLINDICINSULINT

INSULATED GLASS UNITINCLUDE, INCLUDINGINDICATE(D)INSULATIONINTERIOR

JJCJST

JANITOR CLOSETJOIST

LLAVLDR LPDLLOCLT

LAVATORYLADDERLOW-PRESSURE DECORATIVE LAMINATELOCATION/SLIGHT

MMASMAXMECHMEZZMICROMNFRMHMINMIRMISCMLWKMOMR MRKRMTDMTL

MASONRYMAXIMUMMECHANICALMEZZANINEMICROWAVEMANUFACTURERMANHOLEMINIMUMMIRROREDMISCELLANEOUSMILLWORKMASONRY OPENINGMIRRORMARKERMOUNTEDMETAL

N(N)NIKECNO or #NICNTS

NEWNOT IN KITCHEN EQUIPMENT CONTRACTNUMBERNOT IN CONTRACTNOT TO SCALE

OOCO.D.OFCIOFOIOFCOHOPOWSJ

ON CENTEROUTER DIMENSIONOWNER FURNISHED, CONTRACTOR INSTALLEDOWNER FURNISHED, OWNER INSTALLEDOFFICEOVERHEADOPERABLEOPEN WEB STEEL JOIST

PPART’NPCPERFPERPPLP-LAMPLYWDPMRPTG/PTDPNLPREFABPREFINPTPTDPTDISPPTDDPTR PVCPORC TILE

PARTITIONPRECASTPERFORATEDPERPENDICULARPLATE/PROPERTY LINEPLASTIC LAMINATEPLYWOODPER MNFR RECOMMENDATIONPAINTING / PAINTEDPANELPREFABRICATEDPREFINISHEDPRESSURE TREATEDPAINTEDPAPER TOWEL DISPENSERPAPER TOWEL DISP./DISPOSALPRINTERPOLYVINYL CHLORIDEPORCELAIN TILE

QQT QUARRY TILE

RRARADRBRDREFREFLREFRREINFRENOVREQDREQMTRESILRETREVRFGRIRMRO

RETURN AIRRADIUSRESILIENT BASEROOF DRAINREFERENCEREFLECTIVEREFRIGERATORREINFORCINGRENOVATE(D)REQUIREDREQUIREMENTRESILIENTRETAININGREVISIONROOFINGRIGID INSULATIONROOMROUGH OPENING

SSAMSCDSCHEDSCRSDSECTSEDSFSGSHLVSSHTSHWRSIMSPECSJSMSMDSQSSSSDSSGSTLSTDSTORSTRFRNTSTRSSTRUCTSURFSUSPSUBFLRSV

SELF ADHERING MEMBRANESEE CIVIL DRAWINGSSCHEDULESCREENSOAP DISPENSERSECTIONSEE ELECTRICAL DRAWINGSSQUARE FOOTSAFETY GLAZINGSHELVESSHEETSHOWERSIMILARSEISMIC JOINTSPECIFICATIONSHEET METALSEE MECHANICAL DRAWINGSSQUARESTAINLESS STEELSEE STRUCTURAL DRAWINGSSTRUCTURAL SILICONE GLAZEDSTEELSTANDARDSTORAGESTOREFRONTSTAIRSSTRUCTURE/STRUCTURALSURFACESUSPENDED, SUSPENSIONSUBFLOORSHEET VINYL

TT PARTT&GTBTELTERRTGTHKTKT.O.TPTRDTSTXTYP

TOILET PARTITIONSTONGUE & GROOVETACK BOARDTELEPHONETERRAZZOTEMPERED GLASSTHICKTACKTOP OFTOILET PAPER DISPENSERTREADTUBULAR STEELTEXTUREDTYPICAL

UNFINUNOURUSUTIL

UUNFINISHEDUNLESS NOTED OTHERWISEURINALUTILITY SINKUTILITY

VVBVCTVCBV/VERTVFYVIFVRVWC

VAPOR BARRIERVINYL COMPOSITION TILEVINYL COVE BASEVERTICALVERIFYVERIFY IN FIELDVAPOR RETARDERVINYL WALL COVERING

WWW/WBWCWDWDWWFWHWPWRBWSPWTWWF

WASTE RECEPTACLEWITHWEATHER BARRIER or WHITE BOARDWATER CLOSETWOODWINDOWWIDE FLANGEWATER HEATERWATERPROOF, WATER PROOFINGWEATHER-RESISTIVE BARRIER WET STANDPIPEWEIGHTWELDED WIRE FABRIC

YYD YARD

LEGEND

PROJECT INFORMATION

OWNERSTATE OF MONTANA1520 E. 6TH AVENUEP.O. BOX 200103HELENA, MT 599620-0103(406) 444 - 3104

RUSS KATHERMAN, CONTRACT [email protected]

USERMONTANA STATE UNIVERSITYBARNARD HALL 139BOZEMAN, MT 59715

WALT BANZIGER, DIRECTOR OF CPDC(406) [email protected] GUNNINK, DEAN OF COLLEGE OF ENGR(406) [email protected]

ARCHITECT:COMMA-Q ARCHITECTURE, INC.109 N. ROUSE AVE. #1BOZEMAN, MT 59715(406) 585 - 1112

BEN LLOYD, [email protected]

STRUCTURAL ENGINEERMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD W.BOZEMAN, MT 59718(406) 922 - 6841

JAY FISCHER, [email protected]

MECHANICAL ENGINEERMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD W.BOZEMAN, MT 59718(406) 922 - 6841

ERIK RENNA, [email protected]

ELECTRICAL ENGINEERMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD W.BOZEMAN, MT 59718(406) 922 - 6841

RYAN MARONEY, [email protected]

No.

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f34w529

Signature Block

f34w529

Stamp

UP

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DNUP

143

154

115

115A

111109

164 153

107B

107C107A

107

116

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113105

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118A

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104A

140

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139

157

129A123124

167

125

127126

128

128C

128M

128N

128O

128F

161

128A

128B

142

128D

128E

128H

128I

128G

138A

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160

128L

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128J

145

128K

134

129

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165

121

119A 119B

119

119D

119C

144166

130A

132A

132

158

136

136B 136A

137

132B

163

162130B

130

152

108

151

148

103B149

150

103

147

103A

101A

101

146

114

112155

xx

x

x

x

x

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114

155

112

143

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115A

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111

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107

105

147

104

113

118A

118

156

119D

119

119A 119B 119C

120

104A

121

103

103A

150

149103B

148

151

108

152

164

109

20

19

22

24

12 14

24 2424

23

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226 227 230

269

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237C 237A 238

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278

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266 267

291 250 251

292265

263A

259A263

262B

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262259

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273

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349357357B

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390357A

352 351

391392

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366366B 366C

346

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368

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371370

367

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367B

367C367D

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UP

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DNUP

143

154

115

115A

111109

164 153

107B

107C107A

107

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113105

156

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139

129A123124

167

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127126

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161

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142

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138A

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160

128L

159

128J

145

128K

134

129

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165

121

119A 119B

119

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166

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132

158

136

136B 136A

137

132B

163

162130B

130

152

108

151

148

103B149

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103

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101A

101

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x

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143

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115A

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107

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226 227 230

269

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237C 237A 238

219B

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278

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266 267

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292265

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262259

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231 284

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287

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323 324 326 327

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352 351

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366366B 366C

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371370

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367B

367C367D

393

218 FIXED SEATS

1355 / 20 = 68(CLASSROOM)

4350 / 100 = 44(LABS)

3800 / 100 = 38(LABS)

1900 / 100 = 19(LABS)

143

163

(E) AREA OF REFUGE COMMUNICATIONS TO

BE REMOVED


BE REMOVED


BE REMOVED

100 INDICATES EGRESS COUNT

440 / 20 = 22

ACTUAL SQ. FOOTAGELOAD FACTOR

OCCUPANT LOAD

EXISTING 1 HOUR SEPARATION

EXISTING 2 HOUR SEPARATION

STAGING AREA

CONSTRUCTION ACCESS PATH

6th

AVEN

UE

GRANT STREET

GENERAL AREA OF WORK



1. THE STAGING AND SCHEDULING INFORMATION SHOWN IS A SCHEMATIC. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION STAGING & SCHEDULING WITH OWNER PRIOR TO CONSTRUCTION.

2. REPRESENTS AREA THAT MUST REMAIN A PATH OF EMERGENCY EGRESS DURING CONSTRUCTION. COORDINATE ANY TIMES THAT THIS AREA WILL NOT BE ACCESSIBLE DUE TO CONSTRUCTION ACTIVITY WITH OWNER.

3. CONSTRUCTION DURATION IS FROM MAY 8, 2017 TO NOVEMBER 20, 2017.

4. ALL LEVEL ONE CONSTRUCTION SHALL BE SUBSTANTIALLY COMPLETED BY AUGUST 4, 2017

DATE

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CONSULTANTS

REVISIONS


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CODE & STAGING PLANS

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1/32" = 1'-0"1 Level 1 - Code Plan 1/32" = 1'-0"2 Level 2 - Code Plan

1/32" = 1'-0"3 Level 3 - Code Plan

CODE SUMMARY1. THIS CODE SUMMARY IS INTENDED TO ASSIST THE PERMIT REVIEWER(S) IN ASCERTAINING THE COMPLIANCE OF THE PROJECT AS DESCRIBED IN THESE DRAWINGS WITH APPLICABLE CODES AND REQUIREMENTS. IT IS NOT INTENDED AS A COMPREHENSIVE INVENTORY OF ALL APPLICABLE PROVISIONS. ADDITIONAL INFORMATION RELATING TO CODE-COMPLIANCE QUESTIONS MAY BE ELSEWHERE IN THIS SET OF DRAWINGS. ALL CONSTRUCTION SHALL COMPLY WITH ALL CURRENT AND APPLICABLE MUNICIPAL, STATE, AND FEDERAL BUILDING CODE REGULATIONS HAVING JURISDICTION INCLUDING ACCESSIBILITY CODE AND ADA REQUIREMENTS.

2. WORK INCLUDES LEVEL 2 ALTERATIONS OF A THREE STORY HIGHER EDUCATION CLASSROOM AND LAB BUILDING WITH A MECHANICAL PENTHOUSE AND BASEMENT. THE EXISTING BUILDING WAS CONSTRUCTED IN 1994.

3. THE EXISTING BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM AND A FIRE ALARM SYSTEM.

4. PROVIDE FIRE STOPS AT FLOOR, WALL, OR CEILING PENETRATIONS TO ACHIEVE THE MINIMUM RATING OF THE ITEM BEING PENETRATED. NOT ALL PENETRATIONS ARE INDICATED IN THE PLAN. CONTRACTOR TO PROVIDE FIRE STOPPING FOR ALL PENETRATIONS WHETHER INDICATED OR NOT.

5. THIS CONSTRUCTION PROJECT WILL BE COMPLETED IN ONE PHASE IN AN OCCUPIED BUILDING.

6. THE FOLLOWING IS A SUMMARY OF CODE-RELATED ISSUES FOR THIS PROJECT PER IEBC 2012 & IBC 2012

THE EXISTING FACILITY IS DIVIDED INTO TWO BUILDINGS WITH A 2HR FIRE WALL. BUILDINGS ARE IDENTIFIED AS NORTH AND SOUTH BUILDING

OCCUPANCY CLASSIFICATION: (EXISTING SEPARATED USES)B BUSINESS AT PORTIONS OF FLOORS B-3, NORTH AND SOUTH BUILDINGSA-3 ASSEMBLY AT PORTIONS OF FLOOR 1, NORTH BUILDINGSH-2 & H-4 AT PORTIONS OF FLOOR 1, NORTH AND SOUTH BUILDINGS

BUILDING AREA: NORTH BUILDING 78,450 SFSOUTH BUILDING 61,370 SF

CONSTRUCTION CLASSIFICATION: TYPE 2A

CHANGES TO EGRESS SYSTEM: DOORS REMOVED AT NORTH SIDE OF LOBBY AREA. REQUIRED EGRESS WIDTH: 32.6 INCHES (IBC 2012)

SMOKE DOORS REMOVED AT LOBBY ELEVATOR, FLOORS 1-3

EXISTING AREA OF REFUGE COMMUNICATIONS TO BE REMOVED ON LEVELS 2 AND 3. AREAS OF REFUGE ARE NOT REQUIRED PER THE IBC 2012- SECTION 1007.3 EXCEPTION 2.

OPEN STAIR ADDED AT FROM LEVEL 1-2 IN EXISTING OPENING IN FLOOR.

NOTE: THIS IS ONLY A SUMMARY -- APPLICABLE CODES HAVE ADDITIONAL REQUIREMENTS

CODE ANALYSIS LEGEND

1/32" = 1'-0"4 Level 1 - Staging Plan 1/32" = 1'-0"5 Level 2 - Staging Plan

1/32" = 1'-0"6 Level 3 - Staging Plan

STAGING AND SCHEDULE NOTES

No.

Des

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Dat

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UP

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DEMO WOOD PANEL SYSTEM INCLUDING SUPPORTS & ALL ACCESSORIES THIS WALL

ALTERNATE 1:DEMO PORTION OF PORTICO INCLUDING

CONC COLUMN, STEEL STRUCTURE, MASONRY VENEER, ROOFING, & ALL

ACCESSORIES

DEMO COL. COVER

DEMO COL. COVER

DEMO HM DOOR, FRAME, & ALL ACCESSORIES, PREP FOR INFILL

DEMO HM DOOR, FRAME, & ALL

ACCESSORIESDEMO ENTIRE

CEILING IN LOBBY AREA

REMOVE ALL ALUM FRAMED STOREFRONT AT ENTRY AREA,

U.N.O., CONTRACTOR OPTION: SALVAGE

GLASS UNITS FOR REUSE.

LIMIT OF WORK

DEMO BRICK VENEER BETWEEN DOORS

DEMO ALL RUBBER FLOOR & ACCESSORIES

IN LOBBY AREA

DEMO ALL RUBBER FLOOR & ACCESSORIES IN VESTIBULE AREA

DEMO COUNTERTOP

DEMO ROLL UP DOOR, & ALL ACCESSORIES

(E) STOREFRONT TO REMAIN

DEMO WALK OFF MATS, PREP FOR NEW WALK OFF MATS TO MATCH EXISTING. CAST IN PLACE FRAME TO REMAIN

DEMO HM DOOR, FRAME, & ALL ACCESSORIES, PREP FOR NEW HM DOOR & FRAME

FLOOR MOUNTED HOLD OPEN TO REMAIN

SALVAGE DOOR ACTUATORS FOR REUSE

REMOVE AND STORE BUILDING DIRECTORY & DONOR SIGNAGE.

DEMO TUBE STL RAILING & GLASS & WOOD PANEL SYSTEM AT ENTIRE FLOOR OPENING. 2x10 TUBE STEEL BASE TO REMAIN

DEMO 2x10 TUBE STEEL BASE TO ACCOMMODATE (N) STAIR

DEMO WOOD PANEL SYSTEM INCLUDING SUPPORTS & ALL ACCESSORIES THIS WALL

8' - 0"

5' - 0"

ALTERNATE 1:DEMO PORTION OF

EXTERIOR WALL AS REQ'D FOR NEW STOREFRONT

ALTERNATE 1:DEMO PORTION OF PORTICO INCLUDING CONC

COLUMN, STEEL STRUCTURE, MASONRY VENEER, ROOFING, & ALL ACCESSORIES

ALTERNATE 2:DEMO ARCHED SKYLIGHT, PREP FOR

NEW SKYLIGHT


ACCESSORIES

LIMIT OF WORKDEMO ALL CASEWORK ON THIS WALL

CLEAN VCT, PREP FOR (N) CPT

DEMO RUBBER BASE @ PERIMETER OF FLOOR OPENING

DEMO SUSPENDED ACOUSTICAL CLG ABOVE, SEE ELEC DWGS FOR LIGHTING TO REMAIN

DEMO ACOUSTICAL CLG TILES ABOVE, SUSPENSION SYSTEM TO REMAIN

DEMO SUSPENDED ACOUSTICAL CLG ABOVE

DEMO WALL BASE AT LOCATION OF NEW WALL

DEMO WALL BASE AT LOCATION OF NEW WALL

ALTERNATE 1:DEMO PORTION OF

EXTERIOR WALL AS REQ'D FOR NEW STOREFRONT


ACCESSORIESCLEAN VCT, PREP FOR (N) CPT

DEMO SUSPENDED ACOUSTICAL CLG ABOVE

DEMO WALL BASE AT LOCATION OF (N) WALL

DEMO WALL BASE AT LOCATION OF (N) WALL

DEMO WALL BASE AT THIS WALL

DATE

:


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DEMOLITION PLANS

Cons

truct

ion

Docu

men

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ZEMA

N, M

ONTA

NA

1/8" = 1'-0"1 Level 1 - Demolition Plan 1/8" = 1'-0"2 Level 2 - Demolition Plan

1/8" = 1'-0"3 Level 3 - Demolition Plan

DEMOLITION NOTES

No.

Des

crip

tion

Dat

e

UPUP

SD

F

SD

DN

SD

A 5.1

1

A 5.18

A 5.31

A 5.41

A 4.11

A 4.1

2

A 4.14

WORK CORNER102B

VESTIBULE101

LOBBY102A

A 5.1 10

ALTERNATE 1:RE-PAINT ALL PAINTED SURFACES IN STAIRWELL

(N) WOMMATCH (E)

(N) WOMMATCH (E)

(N) GWB RETURN @ DEMO'D DOOR

SEE DETAIL .

INFILL CMU

INFILL BRICK VENEER,KEY IN TO (E) VENEER

LIMIT OF WORK

(N) STUDY BAR

(N) STAIR & PLINTH

REPLACE (E) STOREFRONT SYSTEM AT LOBBY WITH (N) STOREFRONT SYSTEM (U.N.O.). MATCH SIZE & CONFIGURATION OF (E) FRAMING MEMBERS AS CLOSELY AS POSSIBLE, SEE SPECIFICATION.CONTRACTOR'S CHOICE: RE-USE (E) GLASS UNITS. INSTALLATION DETAILS TO MATCH (E), NOTIFY ARCHITECT IF CONFLICTS EXIST BETWEEN MANUFACTURER'S RECOMMENDED INSTALLATION DETAILS & EXISTING INSTALLATION METHODS.

(E) STOREFRONT TO REMAIN

STAIRWELL000

A 5.4 11

10

(n) CASEWORK, SEE ELEVATION

A 5.4

5

102Ae

102Aa

101a

101c

102Ac

102Ad

102Ab

101b

101d

(E) VCTRF-1

/4 A 2.1

(E) ELEV

ALTERNATE 1:PATCH CONCRETE @ DEMO'D COL. LOCATION

(E) AREA OF REFUGE COMMUNICATIONS TO BE REMOVED, PATCH BRICK

REINSTALL DONOR SIGNAGE & BUILDING DIRECTORY. MATCH ORIGINAL LOCATION & INSTALLATION

ALTERNATE 2:NEW SKYLIGHT

ALTERNATE 1:PATCH BRICK AT PORTION

OF REMOVED PORTICO

A 5.1

1 A 5.19

A 4.11

A 4.1

2

A 4.14

2 A 5.1

3

4

A 5.52A 5.5

3

LEVEL 2 STUDY AREA201A

LEVEL 2CIRCULATION

202A

OPEN TO BELOW

ALTERNATE 1:RE-PAINT ALL PAINTED

SURFACES IN STAIRWELL

CPT-1, TYPLIMIT OF WORK

A 5.4

12

STAIRWELL000

A 5.511

A 5.59

A 5.510 8

A 5.5

CASEWORK, SEE ELEVATION

CPT-2, TYP

A 5.5

4

A 5.5

1

(E) VCT

DN


SEE DETAIL ./4 A 2.1

(E) ELEV

(N) MTL FRAMING W/ GWB & WD-1 FINISH, SEE DETAILS

A 5.510

SIM

TYP

6

A 2.1


A 4.18

ALTERNATE 1:NEW STOREFRONT ASSEMBLY @ STAIRWELL

A 4.11

A 4.14

ALTERNATE 1:RE-PAINT ALL PAINTED SURFACES IN STAIRWELL



LEVEL 3 SEATINGAREA301

STAIRWELL000

LEVEL 3CIRCULATION AREA

302

CPT-1, TYP

CPT-2, TYP

A 5.56A 5.5

7

A 5.5

5

A 5.5

4 Sim

6' - 0"

(E) VCT


SEE DETAIL ./4 A 2.1

(E) ELEV

A 5.510

6

A 2.1

SIM

A 5.511

A 5.510SIM

A 5.59

SIM

PNT THIS WALL

(E) ELEVATOR DOOR JAMB

(E) CMU WALL

(E) FRAMED WALL W/ GWB, PNT

CORNER BEAD09 21 16

GWB RETURN09 21 16

J-TRIM09 21 16

SEALANT

6"

COVE FILLER STRIP09 65 00

ALUM. COVE CAP09 65 00

RESILIENT FLOOR TILE (RF-1)09 65 00

WELDED SEAM(e) VCT

(N) CARPETING, 09 68 00

RUBBER EDGE PROTECTOR, 09 65 00

DATE

:


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CD.

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03/23

/2017

A 2.1

16-1

2

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ANA

STAT

E UN

IVER

SITY

FLOOR PLANS

Cons

truct

ion

Docu

men

tsBO

ZEMA

N, M

ONTA

NA

1/8" = 1'-0"1 Level 1 - Floor Plan 1/8" = 1'-0"2 Level 2 - Floor Plan

1/8" = 1'-0"3 Level 3 - Floor Plan

FLOOR PLAN NOTESNO. ROOM NAME FLOOR FINISH BASE

WALL FINISHCEILING FINISH COMMENTSSOUTH NORTH EAST WEST

000 STAIRWELL N/A N/A (E) CMU/CONC PNT (E) CMU/CONC PNT (E) CMU/CONC PNT (E) CMU/CONC PNT (E) CMU/CONCPNT

REPAINT ALL PAINTEDSURFACES, ALTERNATE 1

101 VESTIBULE RF-1 FCB (E) BRICK / (E) GWB,PNT

(E) BRICK / (N) STRFRNT/ GWB, PNT

(N) STRFRNT (E) BRICK / (N) STRFRNT (E) GWB / PNT REPAINT ALL (E) PAINTEDSURFACES

102A LOBBY RF-1 FCB (E) STRFRNT, (E) GWB,PNT

(E) BRICK TO REMAIN (E) GWB, PNT (N) STOREFRONT/ (E) GWB,PNT

ACT-1, ACT-2, REPAINT ALL (E) PAINTEDSURFACES

102B WORK CORNER RF-1 FCB (E) STRFRNT (E) BRICK TO REMAIN N/A (N) STRFRNT ACT-1 REPAINT ALL (E) PAINTEDSURFACES

201A LEVEL 2 STUDY AREA CPT-1 / CPT-2 RWB-1 WD-1 WD-1 N/A (E) STRFRNT / (E) CMU (PNT WD-1 REPAINT ALL (E) PAINTEDSURFACES

202A LEVEL 2 CIRCULATION (E) VCT TOREMAIN

RWB-1 / (E) BASETO REMAIN

(E) GWB, PNT (E) BRICK TO REMAIN (E) GWB, PNT N/A ACT-1 REPAINT ALL (E) PAINTEDSURFACES

301 LEVEL 3 SEATING AREA CPT-1 / CPT-2 RWB-1 WD-1 WD-1 N/A (E) STRFRNT / (E) CMU (PNT WD-1 REPAINT ALL (E) PAINTEDSURFACES

302 LEVEL 3 CIRCULATION AREA (E) VCT TOREMAIN

(E) BASE TOREMAIN

(E) GWB, PNT (E) GWB, PNT (E) GWB, PNT N/A (E) CLG TOREMAIN

REPAINT ONLY SURFACESINDICATED ON DRAWINGS

ROOM FINISH SCHEDULE

3" = 1'-0"4 Detail @ Elevator Door Jamb 3" = 1'-0"5 Flash Cove Base @ Level 1

FLOOR FINISHESRF-1: RESILIENT TILE FLOORING, 09 65 19CPT-1: PLANK CARPET TILE, 09 68 00CPT-2: SQUARE CARPET TILE, 09 68 00(E) VCT: EXISTING VINYL COMPOSITE TILE

WALL BASEFCB: FLASH COVE BASE, 09 65 19

SEE DETAIL 5/A2.1RWB-1: RUBBER WALL BASE, 09 65 00

WALL FINISHES(E) GWB, PNT: EXISTING GWB, PAINT 09 91 00WD-1: WOOD WALL FINISH, 06 20 00

CEILING FINISHES(E) GWB, PNT: EXISTING GWB, PAINT 09 91 00WD-1: WOOD CEILING FINISH, 06 20 00ACT-1: 2X2 ACOUSTICAL CEILING TILE, 09 51 00ACT-2: ACOUSTICAL CEILING TILE W/ CONCEALED FASTENERS, 09 51 00

PAINT ALL ITEMS ABOVE CEILING

1. DIMENSIONS ARE TO F.O. FRAMING AT (N) WALLS AND F.O. WALL FINISH AT (E) WALLS, U.N.O.

3" = 1'-0"6 Carpet/ (e) VCT Transition @ Levels 1&2

DOOR SCHEDULEDOOR

NO. WIDTH HEIGHT Frame Type Comments

101a 3' - 0" 7' - 0" STOREFRONT, MATCH EXISTING101b 3' - 0" 7' - 0" STOREFRONT, MATCH EXISTING101c 3' - 0" 7' - 0" STOREFRONT, MATCH EXISTING101d 3' - 0" 7' - 0" STOREFRONT, MATCH EXISTING102Aa 3' - 0" 7' - 0" STOREFRONT, MATCH EXISTING102Ab 3' - 0" 7' - 0" STOREFRONT, MATCH EXISTING102Ac 3' - 0" 7' - 0" STOREFRONT, MATCH EXISTING102Ad 3' - 0" 7' - 0" STOREFRONT, MATCH EXISTING102Ae 6' - 0" 7' - 0" HM, 4" HEAD, SEE DETAILS (N) HM DOOR IN HM FRAME, 90 MIN

RATED

UP

PNT THIS WALL

PNT THIS WALL

PNT THIS WALL

PNT THIS WALL

No.

Des

crip

tion

Dat

e

T

OS

J

F

DD

D

PF

P

(E) GWBPAINT

(N) GWB SOFFIT

(E) GWB SOFFIT,PAINT

ACT-1

ACT-1

(N) GWB SOFFIT OPEN TO ABOVE

WD 1 @ UNDERSIDE OF STAIR

ALTERNATE 1:(N) SKYLIGHT

ACT-2

6

A 3.1

NOTE:AT ACT-2 LOCATION, REMOVE (E)

CEILING, INSTALL (N) MECHANICAL DUCTWORK, PAINT ALL ITEMS ABOVE

CEILING WHITE, EXCEPT THE FOLLOWING: FLEXIBLE DUCTS,

COORDINATE W/ MECH.

7

A 3.1

EQ

10' - 0"

10' - 0"

EQ

LOBBY102A

VESTIBULE101

WORK CORNER102B

MATCH ELEVATION OF (E) CEILING

MATCH ELEVATION OF (E) CEILING

EXISTING CEILING SUSPENSION SYSTEM TO REMAIN, MODIFY AS REQ'D FOR (N) WD CLG, PROVIDE NEW CEILING PANELS

(N) CEILING, ACT-1, MATCH ELEV OF (E)

CEILING

4

A 3.1

10' - 8"

(N) SOFFIT WALL,SEE DETAIL

(E) GWB TO REMAIN, PNT

GWB CEILING W/ WD-1 FINISH

5

A 3.1

WIRE SCULPTURE TO REMAIN IN PLACE DURING CONSTRUCTION, PROTECT FROM DAMAGE8

A 5.5

LEVEL 2 STUDY AREA201A

LEVEL 2CIRCULATION

202A

STAIRWELL000

GWB CEILING W/ WD-1 FINISH

(N) SOFFIT WALL,SEE DETAIL

(E) CLG TO REMAINMODIFY AS REQ'D FOR

(N) WD CLG

4

A 3.1SIM

LEVEL 3CIRCULATION AREA

302

LEVEL 3 SEATINGAREA

301

STAIRWELL000

3 5/8" MTL FRAMING09 21 16@ NEW SOFFIT WALL @CEILINGEXISTING SUSPENSION

SYSTEM TO REMAIN, NEW CLG PANELS, PROVIDE

NEW EDGE @ (N) SOFFIT WALL

6" M

IN

RETURN INTEGRAL TO PANEL

3 1/2"

INSTALL PANELS WITH Z-CLIPS @ EA END @ 24" O.C.

ALTERNATE BOARD ENDS, SEE ELEVATIONS

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE 24" PANELS,LENGTH VARIES, SEE RCP

GWB09 21 16

8"

INSTALL PANELS WITH Z-CLIPS @ EA END @ 24" O.C.

RETURN INTEGRAL TO PANEL

(E) CMU WALL


WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE 24" PANELS,LENGTH VARIES, SEE RCP

GWB09 21 16

09 21 16MTL CLG FRAMING

4"SUSPENSION GRID09 51 00

ACOUSTICAL CEILING PANEL (ACT-2)09 51 00

CEILING PANEL ATTACHMENT HARDWARE, VERIFY POSITION WITH MANUFACTURER

(E) MTL FRAMED SOFFIT W/ GWB @ ON EXTERIOR FACE AS SHOWN

1' - 8"

7 1/4"

4"SUSPENSION GRID09 51 00

ACOUSTICAL CEILING PANEL (ACT-2)09 51 00

CEILING PANEL ATTACHMENT HARDWARE, VERIFY POSITION WITH MANUFACTURER

(E) GWB CLG TO REMAIN

(E) MTL FRAMING & GWB TO REMAIN

ALUM STOREFRONT08 ## ##

SEALANT & BACKER RODEA SIDE

MTL FRAMED SOFFIT W/ GWB @ CLG & FACE AS SHOWN

DATE

:


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03/23

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REFLECTED CEILINGPLANS & CEILING

DETAILS

Cons

truct

ion

Docu

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ZEMA

N, M

ONTA

NA

1/8" = 1'-0"1 Level 1 RCP 1/8" = 1'-0"2 Level 2 RCP

1/8" = 1'-0"3 Level 3 RCP

3" = 1'-0"4 Detail 'A' @ WD-1 CLG 3" = 1'-0"5 Detail 'B' @ WD-1 CLG

3" = 1'-0"6 Ceiling Detail @ ACT-2 3" = 1'-0"7 Ceiling Detail @ ACT1

No.

Des

crip

tion

Dat

e

Level 1100' - 0"

PATCH BRICK IN DEMO'D PORTICO LOCATION, KEY-IN BRICKS TO MATCH ADJACENT

Level 1100' - 0"

Level 2114' - 8"

Level 3129' - 4"

PATCH BRICK IN DEMO'D PORTICO LOCATION, KEY-IN (N) BRICK TO MATCH ADJACENT

LIMESTONE SILL, MATCH EXISTING

SM TRIM,SEE DETAILS

KEY-IN BRICK AT EDGES OF NEW OPENING FOR FINISHED MASONRY OPENING, SEE DETAILS

Level 2114' - 8"

Level 3129' - 4"

122' - 0"

(e) LANDING

107' - 4"

(e) LANDING

3' - 0

" M

.O., V

.I.F.

11' -

0" M

.O., V

.I.F.

M.O.

1' - 0

"15

' - 0"

M.O

., V.I.F

.

T

2' - 8

"EQ

EQEQ

EQ

3

A 4.1

5

A 4.1

6

A 4.1

7

A 4.1

NOTE:

BOTTOM OF M.O. TO ALIGN W/ T.O. (E) COLORED BRICK BANDTOP OF M.O. TO ALIGN W/ B.O. (E) COLORED BRICK BAND,VERIFY DIMENSIONS IN FIELD.

4' - 4

" M.

O., V

.I.F.

8' - 0

" M.

O., V

.I.F.

AT LA

NDIN

G

6" (e

) COM

POSI

TE S

LAB

(E) STL ANGLE

(N) STL SUPPORT BEAM, SSD, PNT

ALUM STOREFRONT SILL08 43 13

ALUM STOREFRONT08 43 13

SM MULLION COVER.032 ALUM, 07 62 00

2" RIGID INSULATION07 21 00

STL BEAM END CAP/FACE PLATE, SSD

STL PLATE TRIM BEYOND, 05 50 00, BUTT INTO STL BEAM

END CAP/FACE PLATE

1/4" STL PLATE COVER, PNT

STL PLATE SUPPORTS, SSD

STL PLATE TRIM BEYOND, 05 50 00, BUTT INTO STL BEAM

END CAP/FACE PLATE

SEALANT & BACKER ROD

2"x 2" 18ga GALV STL ANGLES @ PERIMETER OF INSULATION

(N) BRICK VENEER RETURN BEYOND

SM SILL W/ DRIP EDGE,.032 ALUM, 07 62 00

5 3/4" +/-



(N) LIMESTONE SILL, 04 26 13; MATCH EXISTING

(N) RIGID INSULATION, FILL CAVITY

GROUT SOLID

S.S. DOWELS @ MIN 25" O.C. @ W/IN 8" OF EDGE OF SILL, W/ SEALANT AROUND PENETRATIONS IN THROUGH FLASHING. EPOXY INTO SILL

THROUGH-WALL FLASHING, SEAL TO DRIP EDGE

SS DRIP EDGESET IN CONT SEALANT

1/4" STL PLATE TRIM, PTD, W/ HEX HEAD ANCHOR SCREWS (2) @ 24"

O.C., 05 50 00SET IN CONT SEALANT

LOOSE LINTEL W/ CONT. 1 1/2" STL PLATE LEG, PNT'D; SSD05 50 00

STL ANGLE HEADER, PNT'D; SSD



AT JA

MBS

4"

1/4" STL PLATE TRIM, PTD, W/ HEX HEAD ANCHOR SCREWS (2) @ 24"

O.C., 05 50 00SET IN CONT SEALANT



EXISTING E XT ERIOR WA LL

(N) BRICK RETURN,KEY-IN TO (E) BRICK

VENEER; 04 26 13

SEALANT

CLIP ANGLE AND ANCHORPERIMETER FLASHING

(E) ROOF MEMBRANE(WRAPS 2X6 SILL)

(E) P.T. 2X6

3" MIN.3" MIN.

(E) TUBE STEEL

(E) 1/2" GWB

(E) METAL CLADDING

3" M

IN.

(N) SKYLIGHT FRAME

16'-9

" V.

I.F.

22'-8" V.I.F.

EQ EQ EQ EQ EQ EQ

RIDGE

2 1/

2" /

1'-0

"2

1/2"

/ 1'

-0"

9

A 4.1TYP

HIPHIP

HIPHIP

DATE

:


PROJ

ECT

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REVISIONS


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CD.

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HALL

LOB

BY R

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03/23

/2017

A 4.1

16-1

2

MONT

ANA

STAT

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IVER

SITY

EXTERIOR ELEVATIONS& DETAILS

Cons

truct

ion

Docu

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tsBO

ZEMA

N, M

ONTA

NA

1/8" = 1'-0"2 South Elevation @ Portico 1/8" = 1'-0"1 West Elevation @ New Stairwell Window

1/2" = 1'-0"4 S.F. ELEVATION @ STAIRWELL

3" = 1'-0"5

Intersection w/ (e) Stair Landing @ NewOpening

3" = 1'-0"6 Sill @ New Opening

3" = 1'-0"3 Head @ New Opening

3" = 1'-0"7 Jamb @ New Opening

NOTE:WORK ASSOCIATED WITH ALTERNATE 1; SEE PROJECT MANUAL, SECTION 01 23 00.

No.

Des

crip

tion

Dat

e

3" = 1'-0"9 Curb Detail @ Skylight

1/2" = 1'-0"8 Skylight Plan

NOTE:WORK ASSOCIATED WITH ALTERNATE 2; SEE PROJECT MANUAL, SECTION 01 23 00.

D

J

D

Level 1100' - 0"

Level 2114' - 8"

A 5.16

7

A 5.1

11

A 5.1

(E) BRICK, PATCH MORTAR AT DEMO'D STEEL ATTACHMENT POINTS

INFILL BRICKVENEER, KEY-IN TO ADJACENT

13

A 5.1

16

A 5.4

15

A 5.4

102Ae

FCB FCB

A 5.27

TYP

GLASS RAILING SYSTEM05 73 10

STAIR PLINTH:MTL FRAMING & COMPOSITE SLAB, SSDWD-1 FINISH WITH STL NOSING & TRIMSSEE DETAILS


(E) GWB, PAINT

(E) COVE, PAINT

OPEN

5' - 2"

GRL-

2

GRL-

1

(5) EQ PANELS

GRL-

2

GRL-

2

GRL-

2

GRL-

2

(E) GWB, PAINT


(E) COVE, PAINT

OPEN

GRL-

2

GRL-

2

GRL-

2

GRL-

2

GRL-

2

GRL-

2

(6) EQ PANELS5

A 5.1 6

A 5.1


(E) GWB, PAINT

(E) COVE, PAINT

OPEN

GRL-

1

2' - 0"

GRL-

2

GRL-

2

EQ EQ

03 41 00

PRECAST CONC. TREAD w/ CASTIRON NOSING

STL PLATE AT RISER, SSD, BLACKENED FINISH

5A 5.1

7

A 5.1

11

A 5.1

(4)T @ 11"

TREA

D W

IDTH

5' - 0

"

5' - 0"RETURN RAILING TO WALL

RETURN RAILING TO FLOOR

1' - 6

"8'

- 0"

1' - 6"

13

A 5.1


05 73 001 1/2" DIAMETER SS HANDRAIL05 73 001 1/2" DIAMETER SS HANDRAIL

A 5.1

1

2 A 5.1

3

4

5A 5.1

6

A 5.1

05 73 001 1/2" DIAMETER SS HANDRAILGLASS RAILING SYSTEM

05 73 00

OPEN TO BELOW


03 41 00GLASS RAILING SYSTEM

05 73 10

1 1/2" DIAMETER SS HANDRAIL05 73 00

TOP TREAD, FLUSH WITH (E) FINISH FLOOR

102' - 9 27/32" 114' - 8"

(20)T @ 11" 11"

(E) SLAB EDGE

RETURN HANDRAIL TO WALL

DN

Level 1100' - 0"

Level 2114' - 8"

A 5.21

A 5.25

7

A 5.1

A 5.26

STL STRINGER, SSD

1' - 0"

11"

FCB

A 5.16SIM

13

A 5.1

RETURN RAILING TO WALL

RETURN RAILING TO WALL


03 41 00


05 73 001 1/2" DIAMETER SS HANDRAIL

(E) BRICK, PATCH MORTAR AT DEMO'D STEEL ATTACHMENT POINTS

3' - 0

"

Level 2114' - 8"

3' - 8

"1'

- 8"



GLASS MOUNTED RAIL BRACKET05 73 10

(E) 2x10 TUBE STEEL WELDED CONTINUOUSLY TO BENT PLATE, PAINT

(E) BENT PLATE

(E) COMPOSITE SLAB

(E) MTL STUD W/ GWB EA. SIDE

STANDOFF FITTING W/ BACK PLATE05 73 10

Level 2114' - 8"Level 2

114' - 8"

RWB-109 65 00

3' - 6

"

CEILING AS SCHEDULED

GLASS MOUNTED RAIL BRACKET05 73 10


03 41 00



A 5.22

2"

SURFACE MOUNTED RAIL BRACKET05 73 10


1 1/2"

STL STRINGERS, SSD. BLACKENED FINISH WHERE EXPOSED

WD-1 FINISH @ UNDERSIDE OF STAIR, SEE DETAIL.

Level 1100' - 0"

INSET STEEL NOSING05 50 00

STEEL FRAMING; SSDPRECAST CONC. TREAD w/ CAST

IRON NOSING03 41 00


Level 1100' - 0"

A 5.23

Level 1100' - 0"

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00SEE DETAIL

2" COMPOSITE SLAB, SSD

W/ EXPOSED FASTENERS.BLACKENED FINISH

1 1/2"x1 1/2" STL ANGLE05 50 00

BLACKENED FINISH

Level 1100' - 0"

OPEN (E) GWB,

PNT(E) GWB,

PNT(E) GWB,

PNT

(N) GWB RETURN @ DEMO'D DOOR, SEE DETAIL

(E) ELEV DR

4

A 2.1

FCB FCB


100' - 0"Level 1

100' - 0"

INSET STEEL NOSING05 50 00BLACKENED FINISH

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00SEE DETAIL

1' - 6"


A 5.24

A 5.23

DATE

:


PROJ

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CONSULTANTS

REVISIONS


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03/23

/2017

A 5.1

16-1

2

MONT

ANA

STAT

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SITY

ENLARGED PLANS,INTERIOR ELEVATIONS &

INTERIOR DETAILS

Cons

truct

ion

Docu

men

tsBO

ZEMA

N, M

ONTA

NA

1/4" = 1'-0"1 Lobby - North

1/4" = 1'-0"2 Floor Opening - West

1/4" = 1'-0"3 Floor Opening - South 1/4" = 1'-0"4 Floor Opening - East

1/4" = 1'-0"8 Lobby Stair - L.1 Enlarged Floor Plan

1/4" = 1'-0"9 Lobby Stair - L.2 Enlarged Floor Plan

1/4" = 1'-0"5 Section 'A' @ Lobby Stair

3/4" = 1'-0"6 Glass Railing @ Floor Opening 3/4" = 1'-0"7 Section 'B' @ Lobby Stair Section

3/4" = 1'-0"11 Section C'' @ Lobby Stair

12 Interior Perspective @ Lobby Stair

1/4" = 1'-0"10 Lobby - East

3/4" = 1'-0"13 Section 'D' @ Lobby Stair

UP

TYP

TYP

No.

Des

crip

tion

Dat

e

Level 1100' - 0"


03 41 00

STL BRACKET, SSD, BLACKENED FINISH

STL STRINGER, SSD, BLACKENED FINISH WHERE EXPOSED

Level 1100' - 0"

1 1/2" X 1 1/2" STL ANGLE, BLACKENED

WD-1, FASTENED TO 3/4" PLYWD BACKING

1/8" BENT STEEL NOSING, W/ EXPOSED COUNTER-SUNK

FASTENERS, SET INTO WD-1BLACKENED FINISH, 05 50 00

1/2" PLYWOOD SHEATHING

WD-1, T&G, FASTENED TO 3/4" PLYWD BACKING

STL BRACKET; SSD

11" TYPICAL

1"CAST IRON NOSING

WD-1, FASTENED TO 3/4" PLYWD BACKING

1/8" BENT STEEL NOSING, W/ EXPOSED COUNTER-SUNK

FASTENERS, SET INTO WD-1, BLACKENED FINISH, 05 50 00

WD-1, T&G, FASTENED TO 3/4" PLYWD BACKING

Level 1100' - 0"

1 1/2"x1 1/2" STL ANGLE05 50 00

WITH EXPOSEDFASTENERS, BLACKENED

FINISH

GWB09 21 16

Z-CLIP06 20 00

CEMENT BOARD09 21 16

CEMENT BOARD09 21 16

STL BRACKET, SSD, EXPOSED AT RISERBLACKENED FINISH

STL STRINGER, SSDBLACKENED FINISH

WHERE EXPOSED


03 41 00

PRECAST CONC. LANDING 03 41 00


MTL FRAMING, SSD

1/8" SHIMS @ 16" O.C.

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE IN 24" PANELS

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00

1 1/2"x1 1/2" STL ANGLE05 50 00BLACKENED

GWB09 21 16

Z-CLIP06 20 00TOP & BOTTOM OF PANEL, @MAX 24" O.C.

TYP

11"1" TYP

TYP

2 1/2"


114' - 8"


STL STRINGER, SSDBLACKENED FINISH WHERE EXPOSED

CAST IRON NOSING 03 41 00

PRECAST CONC. LANDING03 41 00

SOFFIT WALL, CUT & PATCH AS REQUIRED

TOP TREAD TO BE FLUSH WITH (E) FLOOR FINISH

GWB09 21 16

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE IN 24" PANELS

Z-CLIP06 20 00TOP & BOTTOM OF PANEL, @24" O.C.

1" WD-1 CLOSURE STRIP, ADHERE IN PLACE W/ DABS OF SILICONE

1" TYP.

TYP

11"

TYP

2 1/2"

03 41 00



STL STRINGER, SSDBLACKENED FINISH WHERE EXPOSED

GWB09 21 16

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FARICATE IN 24" PANELS

END PIECE INTEGRAL TO PANEL,




100' - 0"

1 1/2" X 1 1/2" STL ANGLE, BLACKENED FINISH

1/8" BENT STEEL NOSING, W/ EXPOSED COUNTER-SUNK FASTENERS, SET INTO WD-1, BLACKENED FINISH, 05 50 00

1/8" SHIMS




1' - 6"

MATC

H ST

AIR

TREA

D HE

IGHT

MATC

H ST

AIR

TREA

D HE

IGHT

GWB09 21 16


WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE IN 8'-0" LONGPANELS

Z-CLIP06 20 00TOP & BOTTOM OF PANEL @ 24"O.C.

3 5/8" MTL FRAMING09 21 16

GWB09 21 16


100' - 0"Level 1

100' - 0"

1/8" SHIMS

1 1/2"x1 1/2" STL ANGLE05 50 00WITH EXPOSED FASTENERS,COORDINATE FASTENERS WITHMASONRY JOINTS, BLACKENEDFINISH



(E) BRICK VENEER

Level 1100' - 0"

11"


FLOOR MOUNT FLANGEWELD TO RAILING, PRM05 73 00

STL NOSING AT STAIR TREAD

COVER PLATE

3/8" ANCHOR BOLTS

DATE

:


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REVISIONS


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03/23

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A 5.2

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LOBBY STAIR DETAILS

Cons

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ion

Docu

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ZEMA

N, M

ONTA

NA

3" = 1'-0"6 Base of Stair @ Lobby Stair

3" = 1'-0"5 Detail @ Lobby Stair

3" = 1'-0"1 Top of Stair Detail @ Lobby Stair 3" = 1'-0"2 Edge Detail @ Lobby Stair

3" = 1'-0"3 Base Detail @ Lobby Stair Plinth 3" = 1'-0"4 Floor/Wall Detail @ Lobby Stair.

3" = 1'-0"7 Hand Railing Floor Base

No.

Des

crip

tion

Dat

e

J

A 5.3

5

A 5.3

4

A 5.3 3

6

A 5.3

1' - 1

1 1/8"

1' - 1

1/8"

26' - 10 1/4"3' - 11 3/4" 1' - 9 3/4"

06 60 00ACRYLIC PANEL

A 5.39

A 5.37

JOINT, SEE DETAIL

16

A 5.314

A 5.3

1' - 7 1/8"

ADHERED TO SUBSTRATE AT COUNTERTOP

EQ EQ EQ

Level 1100' - 0"

WD-106 20 00

STEEL ANGLE AT BASE, SEE DETAIL

VERTICAL JOINT @ WD-1 PANELS, TYP. SEE DETAIL 8/A5.3

6

A 5.3

WD-106 20 00

WD-106 20 00

OPEN06 60 00ACRYLIC PANEL


BENT STEEL NOSING, SEE DETAIL



17

A 5.3 TYP

ADHERED TO SUBSTRATE AT COUNTERTOP

MECHANICAL FASTENED AT TOP & SIDES


REVEAL, SEE DETAIL

Level 1100' - 0"

6

A 5.3

OPEN

06 20 00WD-1

06 20 00WD-1

17

A 5.3

ACRYLIC PANEL06 60 00


BENT STEEL NOSING, SEE DETAIL



ADHERED TO SUBSTRATE

MECHANICALLY FASTENED AT TOP & SIDES


REVEAL, SEE DETAIL

A 5.313

10' - 0"10' - 0"EQ EQ

Level 1100' - 0"

Level 2114' - 8"

3' - 6

1/2"


A 5.312

A 5.311


2' - 1

1"6"

A 5.310EXTEND WD-1 FINISH 6"

ABOVE B.O. ACT, TYP.

ACT-109 5100

15

A 5.3

Level 1100' - 0"

Level 2114' - 8"

16

A 5.3 ADHERED TO SUBSTRATE AT COUNTERTOP


MECHANICALLY FASTENED AT TOP & SIDES

LIGHT FIXTURE EMBEDDED IN ACRYLIC PANEL @ SIDES & TOP

8"

Level 1100' - 0"

(e) CONC SLAB

FLOORING AS SCHEDULED

2"

3"

6" MTL FRAMING

Level 1100' - 0"

1 1/2"x1 1/2" STL ANGLE05 50 00BLACKENED FINISH

1/2" PLYWOOD06 10 00


1/8" BENT STEEL NOSING, W/EXPOSED FASTENERS05 50 00SET INTO WD-1

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00WD-1, FASTENED TO 3/4"

PLYWD BACKING06 20 00FABRICATE IN 24"X 96" PANELS,U.N.O.

Z-CLIP06 20 00@ TOP & BOTTOM OF EACHPANEL @ 24" O.C.

GWB09 21 16

09 21 163 5/8" MTL FRAMING


Z-CLIP @ TOP AND BOTTOM OF EACH PANEL @ 24" O.C.


1/2" PLYWOOD06 10 00

09 21 163 5/8" MTL FRAMING


GWB09 21 16

09 21 163 5/8" MTL FRAMING

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE IN 24' x 96" PANELS

GWB09 21 16

1/8" CHAMFER ON BACK SIDE OF ACRYLIC PANEL, TYP U.NO.



LIGHT FIXTURE, INTEGRAL TO ACRYLIC PANEL

STAND-OFF MOUNTINGHARDWARE06 60 00

Z-CLIP06 20 00TOP & BOTTOM OF EACHPANEL @ 24" O.C.

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE IN 24"X 96" PANELS

GWB09 21 16

GWB09 21 16

T&G WD-1, FASTENEDDIRECTLY TO FRAMING06 20 00

3 5/8" MTL FRAMING09 21 1609 21 163 5/8" MTL FRAMING



WD-1, FASTENED TO 3/4"PLYWD BACKING

06 20 00FABRICATE 24" HIGH

CORNER PIECES, LENGTHOF EACH LEG VARIES,

SEE ELEVATIONS,INSTALL CORNER PIECESWITH Z-CLIPS @ TOP AND

BOTTOM @ 24" O.C.

3 5/8" MTL FRAMING09 21 16

GWB09 21 16

LIGHT FIXTURE EMBEDDED IN ACRYLIC MATERIAL 06 60 00


GWB09 21 16

09 21 163 5/8" MTL FRAMING

STAND-OFF MOUNTINGHARDWARE06 60 00

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE 24" HIGH CORNERPIECES, LENGTH OF EACH LEGVARIES, SEE ELEVATIONS,INSTALL CORNER PIECES WITHZ-CLIPS @ TOP AND BOTTOM@ 24" O.C.



1/4" 1/8" BENT STEEL ANGLE AT REVEAL, BLACKENED FINISH05 50 00


100' - 0"Level 1

100' - 0"

1 1/2"x1 1/2" STL ANGLE05 50 00BLACKENED

GWB09 21 16

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE IN 24"X 96" PANELS,U.N.O.

Z-CLIP06 20 00TOP & BOTTOM OF EACHPANEL @ 24" O.C.

1" WD-1 CLOSURE STRIP, ADHERE IN PLACE W/ DABS

OF SILICONE


STAND-OFF MOUNTINGHARDWARE

06 60 00

T&G WD-1, FASTENEDDIRECTLY TO FRAMING

06 20 00

Z-CLIP06 20 00

@ TOP & BOTTOM OFEACH PANEL @ 24" O.C.

GWB09 21 16

3 5/8" MTL FRAMING09 21 16

WD-1, FASTENED TO 3/4"PLYWD BACKING

06 20 00FABRICATE 24" HIGH

CORNER PIECES, LENGTHOF EACH LEG VARIES,

SEE ELEVATIONS


3 5/8" MTL FRAMING09 21 13

1/2" PLYWOOD06 10 00




06 60 00

WD-1, FASTENED TO 3/4" PLYWD BACKING, SHOP FABRICATE 24" HIGH

CORNER PIECES, LENGTH OF EACH LEG VARIES, SEE ELEVATIONS,

INSTALL CORNER PIECES WITH Z-CLIPS @ TOP AND BOTTOM @ 24" O.C.

GWB09 21 16

GWB09 21 16

ADHERED TO SUBSTRATE06 60 00ACRYLIC PANEL

IN-FIELD ADHERED SEAM, PER MANUFACTURER

1/2" PLYWOOD06 10 00


06 60 00

T&G WD-1, FASTENEDDIRECTLY TO FRAMING

06 20 00


GWB09 21 16

3 5/8" MTL FRAMING09 21 13

DATE

:


PROJ

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CONSULTANTS

REVISIONS


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U/20

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HALL

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BY R

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03/23

/2017

A 5.3

16-1

2

MONT

ANA

STAT

E UN

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SITY


INTERIOR DETAILS

Cons

truct

ion

Docu

men

tsBO

ZEMA

N, M

ONTA

NA

1/4" = 1'-0"1 Enlarged Floor Plan @ Study Bar

1/4" = 1'-0"3 Study Bar - End 1/4" = 1'-0"4 Study Bar - North Side

1/4" = 1'-0"5 Study Bar - South Side 3/4" = 1'-0"6 Section 'A' @ Study Bar

2 Study Bar Perspective View

3" = 1'-0"12 Base Detail @ Study Bar

3" = 1'-0"11 Counter Detail 'A' @ Study Bar

3" = 1'-0"10 Soffit Detail @ Study Bar

3" = 1'-0"9 Corner Detail 'A' @ Study Bar 3" = 1'-0"7 Corner Detail 'B' @ Study Bar

3" = 1'-0"8 Vertical Reveal @ Study Bar 3" = 1'-0"17 Base Detail 'B' @ Study Bar

3" = 1'-0"15 Corner Detail 'X' @ Study Bar

3" = 1'-0"16 Counter Detail 'B' @ Study Bar

3" = 1'-0"14 Acrylic Panel Joint @ Counter

3" = 1'-0"13 Acrylic Panel Joint @ Top

No.

Des

crip

tion

Dat

e

6

A 5.4

A 5.4

3

(E) CHASE

A 5.44


A 5.48


BENT STEEL NOSING BELOW


100' - 0"Level 1

100' - 0"

A 5.312

2' - 0"

2' - 1

1"

6"

A 5.311

A 5.47

Level 1100' - 0"

6

A 5.4

9

A 5.4

(E) CHASE TO REMAIN

COVE BASE AS SCHEDULED

06 20 00WD-1


BENT STEEL NOSING,05 50 00, SEE DETAIL

8

A 5.4

SM TRIM (ALUMINUM)07 62 00

08 43 13STOREFRONT SYSTEM

REMAIN(E) BRICK TO


GWB09 21 16

09 21 163 5/8" MTL FRAMING


1/2" PLYWOOD06 10 00


PROVIDE OPAQUE FILM ON EDGE OF PANEL WHERE PANEL ABUTS STOREFRONT


SEALANT

3 5/8" MTL FRAMING09 21 16

GWB09 21 16

PROTRUDING EDGE PROFILETRIM09 21 16


REMAIN(E) BRICK TO

SM TRIM (ALUMINUM)07 62 00


COVE BASE AS SCHEDULED


17

A 5.3SIM

4 1/2"

4 1/2"


BELOW

BENT STEEL NOSING BELOW, ALIGN WITH F.O. STOREFRONT

SM TRIM, 032 ALUM07 62 00, WRAP MULLION

SEALANT & BACKER ROD,EA SIDE, TYPICAL

MTL FRAMING W/ PLYWOOD WRAP




BENT STEEL NOSING BELOW, ALIGN WITH F.O. STOREFRONT


MTL FRAMING W/ PLYWOOD WRAP

ADHERE TO SUBSTRATE


GWB09 21 16

3 5/8" MTL FRAMING09 21 13

SEALANT

4 1/2"

4 1/2"

1/2" PLYWOOD06 10 00

GWB09 21 16

3 5/8" MTL FRAMING09 21 13

SEALANT & BACKER ROD,

9

A 5.4

TO

R.O.

3' - 5

1/2"

V.I.F

.

5' - 6

1/2"

R.O

.

ALIGN TOP AND CENTER MULLION W/ (E) MULLIONS ON ADJACENT STOREFRONT

FCB

7

A 5.4

GWB, PNT09 21 16

REMAIN(E) BRICK TO

EQEQEQ

PROTRUDING EDGE MOLDING, 09 21 16, WHERE GWB MEETS BRICK


100' - 0"Level 1

100' - 0"

PLAM COUNTERTOP

EQEQ

EQEQ

1' - 6"

3' - 0

"2'

- 10"

FIXED SHELF, TYP

10" WIDE DROP SLOT W/ NAME PLATE, (4)

PER DOOR

PROVIDE LOCK AT EA DOOR

STEEL COUNTERTOP

BRACKET

WHITE MELAMINE INTERIORS

1"


114' - 8"Level 2

114' - 8"

10" WIDE DROP SLOT W/ NAME

PLATE AT EA DOOR

PROVIDE LOCK AT EACH DOOR

5' - 0

"

2' - 2

1/2"

3 1/2"

BASE AS SCHEDULED

P. LAM. CABINET W/ PLYWOOD

CORE

1"

1' - 6"

WHITE MELAMINE INTERIORS Level 1

100' - 0"

CMU INFILL, PNT

(E) CMU, PNT

102Ae16

A 5.4

15

A 5.4

2' - 1

0"3'

- 0"

(10) EQUAL UNITS, SMALL TA MAILBOXES

13

A 5.4

(E) GWB

(E) WALL BASE

Level 2114' - 8"

(E) GWB, PNT'D

14

A 5.4

(13) EQUAL UNITS LARGE TA MAILBOXES

5' - 0

"

(E) GWB, PNT'D

(E) WALL BASE TO REMAIN

(E) WALL BASE TO REMAIN

HM DOOR FRAME JAMB08 11 1390 MIN RATED

SEALANT

2"

MATC

H W

IDTH

OF

WAL

L

(E) C

MU W

ALL W

/ BRI

CK V

ENEE

R

CONCEALED EXISTING OPENING ANCHOR FOR

(E) MASONRY WALL

BOLT & EXPANSION SHELL

PLASTIC PLUG

(E) CMU WALL W/ BRICK VENEER

(E) LINTEL

HM DOOR FRAME HEAD08 11 13

90 MIN RATED

SEALANT

4"

MATCH WIDTH OF WALL

CONCEALED EXISTING OPENING ANCHOR FOR

(E) MASONRY WALL

BOLT & EXPANSION SHELL

PLASTIC PLUG

DATE

:


PROJ

ECT

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CONSULTANTS

REVISIONS


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U/20

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03/23

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A 5.4

16-1

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STAT

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INTERIOR DETAILS

Cons

truct

ion

Docu

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tsBO

ZEMA

N, M

ONTA

NA

1/4" = 1'-0"1 Enlarged Floor Plan @ Work Corner2 Work Corner Perspective View

3/4" = 1'-0"6 Section 'A' @ Work Corner

1/4" = 1'-0"3 Work Corner - South

3" = 1'-0"7 Sill Detail @ Storefront

1/4" = 1'-0"4 Work Corner - East

3" = 1'-0"8 Corner Detail 'A' @ Storefront 3" = 1'-0"9 Corner Detail 'B' @ Storefront

1/4" = 1'-0"5 Vestibule North

3/4" = 1'-0"13 Caseowork Detail @ Small TA Mailboxes 3/4" = 1'-0"14 Casework Detail @ Large TA Mailboxes

1/4" = 1'-0"10 Elevation @ Door Infill 1/4" = 1'-0"11 Level 1 TA Mailboxes

1/4" = 1'-0"12 Level 2 TA Mailboxes

3" = 1'-0"16 Jamb @ HM Door 3" = 1'-0"15 Head @ HM Door

No.

Des

crip

tion

Dat

e

Level 2114' - 8"

8

A 5.5

8

A 5.5

WD-106 20 00

REMAIN(E) BRICK TO

9

A 5.5

10

A 5.5

RWB-109 65 00 (E) BASE TO REMAIN

VERTICAL REVEAL @ WD-1 FINISH, SEE DETAIL 8/A5.3

WD-106 20 00

OPEN REMAIN(E) BRICK TO

RWB-109 65 00

10

A 5.5SIM

11

A 5.5

8

A 5.5

8

A 5.5

VERTICAL REVEAL @ WD-1 FINISH, SEE DETAIL 8/A5.3

(E) CMU, PNT

(E) GWB COL WRAP, PNT

(E) GWB COL WRAP, PNT

RWB-109 65 00

(E) ALUM WINDOWS TO REMAIN



OPEN

09 21 16GWB, PNT

RWB-109 65 00

WD-1

11

A 5.5

Level 3129' - 4"

9

A 5.5

10

A 5.5SIM SIM

8

A 5.5SIM

REMAIN(E) BRICK TO

REMAIN(E) CMU TO

WD-106 20 00

RWB-109 65 00 (E) BASE TO REMAIN

(E) CMU, PNT

RWB-109 65 00




10

A 5.511

A 5.5

8

A 5.5

8

A 5.5

SIM

SIM

SIM

SIM

OPEN

RWB-109 65 00

WD-106 20 00

REMAIN(E) BRICK TO


114' - 8"Level 2

114' - 8"

(E) MASONRY WALL

CPT AS SCHEDULED

GWB09 21 16

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE 24" PANELS,LENGTH VARIES, SEEELEVATIONS, INSTALL PANELSWITH Z-CLIPS @ EA END @ 24"O.C.

GWB09 21 16WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE 24" PANELS,LENGTH VARIES, SEEELEVATIONS

Z-CLIP06 20 00@ TOP AND BOTTOM OF EACHPANEL @ 24" O.C.

09 21 16MTL CLG FRAMING

1 1/2"x1 1/2" STL ANGLE05 50 00BLACKENED FINISH

FABRICATE RETURN INTEGRAL TO PANEL


GWB09 21 16

WD-1, FASTENED TO 3/4"PLYWD BACKING06 20 00FABRICATE 24" HIGH PIECES,LENGTH OF LEG VARIES, SEEELEVATIONS, INSTALL PIECESWITH Z-CLIPS @ TOP & BOTTOM@ 24" O.C.

3 5/8" MTL FRAMING09 21 13

(E) MASONRY

3 5/8"" MTL FRAMING


(e) MASONRY

8"

EDGE OF (E) WINDOW SILL


GWB09 21 16



GWB09 21 16


(E) GWB

CONC COL.

2' 4 1/2" V.I.F.

3 5/8" MTL FRAMING09 21 13

GWB09 21 16


DATE

:


PROJ

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CONSULTANTS

REVISIONS


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U/20

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MSU

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STAT

E UN

IVER

SITY

BARN

ARD

HALL

LOB

BY R

EMOD

EL

03/23

/2017

A 5.5

16-1

2

MONT

ANA

STAT

E UN

IVER

SITY


INTERIOR DETAILS

Cons

truct

ion

Docu

men

tsBO

ZEMA

N, M

ONTA

NA

1/4" = 1'-0"1 Level 2 Study Rooms - North 1/4" = 1'-0"3 Level 2 Study Rooms - South

1/4" = 1'-0"2 Level 2 Study Rooms - West 1/4" = 1'-0"4 (N) Wall Elevation

1/4" = 1'-0"5 Level 3 Study Rooms - North 1/4" = 1'-0"6 Level 3 Study Rooms - West

1/4" = 1'-0"7 Level 3 Study Rooms - South

3" = 1'-0"8 Vertical Detail @ WD-1 Wall 3" = 1'-0"9 Return Detail 'A' @ WD-1 Wall

3" = 1'-0"10 Return Detail 'B' @ WD-1 Wall 3" = 1'-0"11 Return Detail 'C' @ WD-1 Wall

No.

Des

crip

tion

Dat

e

F

G

H

I

4 5 6

S4.1

WEST E

LEVATIO

N

S5.1

1

S5.1

3 SEATING AREA ENLARGED

STAIR PLAN

S4.1

5SIM

CMU INFILL

F

G

H

I

4 5 6

S4.1

WEST E

LEVATIO

N

S5.1

2STAIR PLAN

F

G

H

I

4 5 6

S4.1

WEST E

LEVATIO

N

FLOOR PLAN NOTES1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND

CONDITIONS. NOTIFY ARCHITECT/ENGINEER OF ANY AND ALL DISCREPANCIES

2. PROJECT GRIDS ARE BASED ON THE EXISTING BUILDING GRID SYSTEM, VERIFY LOCATION AND LAYOUT PRIOR TO CONSTRUCTION.

3. NON-BEARING WALLS, WINDOW AND DOOR OPENINGS, AND OTHER INTERIOR PARTITION WALLS ARE SHOWN FOR INFORMATION ONLY. SEE ARCHITECTURAL FOR DIMENSIONS, LOCATIONS, AND SIZES OF THESE ELEMENTS.

4. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.

1. 2012 INTERNATIONAL BUILDING CODE (IBC), 2012 INTERNATIONAL EXISTING BUILDING CODE (IEBC)2. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES3. A.I.S.C. 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, A.I.S.C. 341-05 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, INCLUDING SUPPLEMENT NO. 1 DATED 20064. AMERICAN WELDING SOCIETY (AWS) D1.1-04 "STRUCTURAL WELDING CODE"5. AMERICAN IRON AND STEEL INSTITUTE (AISI), S100-07/S2-10"NORTH AMERICAN SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS"6. STEEL DECK INSTITUTE (SDI), "DESIGN MANUAL FOR CONCRETE DECKS, FORMED DECKS AND ROOF DECKS"

DESIGN CODES AND

GENERAL STRUCTURAL NOTES:

1. DEAD LOADS: STAIRS = 35 PSF SEATING AREA = 30 PSFEXISTING STAIR LANDING = 60 PSF

2. LIVE LOADS: STAIRS = 100 PSF (ASCE 7-10)ASSEMBLY AREA PLATFORM SEATING = 100 PSF (ASCE 7-10)CONCENTRATED LIVE LOAD STAIRS = 300 LBS. (ASCE 7-10)

5. SEISMIC LOADS: SEISMIC DESIGN CATEGORY = D - RISK CATEGORY = III - SEISMIC IMPORTANCE FACTOR = 1.25

- MAPPED ACCELERATION PARAMETER: SS = 0.72, S1 = 0.21 - SOIL SITE CLASS = D - DESIGN SPECTRAL ACCELERATION PARAMETER, SDS = 0.59, SD1 = 0.28

DESIGN

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING AND CONSTRUCTION.

2. SEE ARCHITECTURAL DRAWINGS FOR NON-STRUCTURAL PARTITION WALL LOCATIONS AND ALL WINDOW AND DOOR OPENING LOCATIONS AND SIZES. STRUCTURAL DRAWINGS SHOW THIS INFORMATION FOR COORDINATION PURPOSES ONLY.

3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT.

4. EXISTING BUILDING/SITE DIMENSIONS AND ASSUMED CONDITIONS ARE TO BE VERIFIED IN THE FIELD AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ALL DISCREPANCIES WHICH REQUIRE A SIGNIFICANT CHANGE IN THE DESIGN AND/OR CONSTRUCTION FROM THAT SHOWN ON THE DRAWINGS.

5. THE CONTRACTOR SHALL CHECK AND COORDINATE WITH ELECTRICAL AND MECHANICAL CONTRACTOR FOR BLOCKOUTS, CONDUIT, PIPE SLEEVES, EMBEDDED ITEMS, ETC. TO BE EMBEDDED IN CONCRETE AND MASONRY, AS WELL AS OPENINGS IN STRUCTURE FOR MECHANICAL AND ELECTRICAL INSTALLATIONS. STRUCTURAL DRAWINGS SHOW THIS INFORMATION FOR COORDINATION PURPOSES ONLY.

6. ENGINEER SHALL REVIEW SHOP DRAWINGS ONLY FOR THE CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. DIMENSIONS AND QUANTITIES NOTED ON THE SHOP DRAWINGS ARE NOT GUARANTEED BY THE ENGINEER, AND THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR INFORMATION THAT PERTAINS TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION, AND FOR COORDINATION OF THE WORK OF ALL TRADES. SHOP DRAWINGS MUST BE REVIEWED, STAMPED, AND SIGNED BY THE CONTRACTOR PRIOR TO THE REVIEW BY THE ENGINEER.

9. THE STRUCTURE SHALL BE ADEQUATELY BRACED FOR SOIL, WIND, EARTHQUAKE AND CONSTRUCTION

MISCELLANEOUS

1. PROVIDE GALVANIZED LOOSE STEEL LINTELS AT MASONRY VENEER OPENINGS AS FOLLOWS (U.N.O.):

2. MASONRY VENEER HORIZONTAL JOINT REINFORCING SHALL CONSIST OF A SINGLE #9 GALVANIZED WIRE CONTINUOUS AT 16" MAX. VERTICAL SPACING. SEE DETAIL ?/S?? FOR VENEER SEISMIC TIES.

3. SEE ARCHITECTURAL FOR ALL JOINTING, FLASHING, WATER PROOFING AND OTHER RELATED DETAILING OF MASONRY VENEER.

4. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

MASONRY

CLEAR SPAN, L

L < 4'-0"

4'-0" < L < 8'-6"

LOOSE LINTEL

L4x4x3/8

L6x4x3/8"

1. DETAILING, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS AND AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

2. MATERIAL SPECIFICATIONS: - WIDE FLANGE "W" SHAPES: ASTM A992 - ANGLES, CHANNELS, PLATES: ASTM A36 (UNLESS NOTED AS "GR. 50" THEN PROVIDE ASTM A572, GR. 50) - STRUCTURAL STEEL TUBES: ASTM 500, GR. B - FRAMING BOLTS: ASTM A325-N, BEARING TYPE (UNLESS NOTED OTHERWISE) - ANCHOR BOLTS: ASTM F1554, Fy=36 ksi UNLESS NOTED OTHERWISE - WELDING: COMPLY W/ AWS D1.1 . USE E70xx ELECTRODES FOR SMAW WELDING PROCESS, E71TX WIRE FOR FCAW WELDING PROCESS.

3. ALL STEEL EXPOSED UPON COMPLETION OF CONSTRUCTION SHALL MEET THE STANDARDS FOR ARCHITECTURALLY EXPOSED STEEL (AES) AS SPECIFIED.

4. ERECTION AIDS ARE TO BE DETERMINED AND PROVIDED BY CONTRACTOR. THE CONTRACTOR'S ERECTOR AND FABRICATOR SHALL COORDINATE THE TYPE AND QUANTITY OF ERECTION AIDS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ERECTION SEQUENCING, TEMPORARY BRACING, SAFETY OF WORKERS, AND OVERALL COMPLIANCE WITH APPLICABLE OSHA REQUIREMENTS.


STRUCTURAL

1. FLOOR FORM DECKING SHALL BE 9/16" DEEP, "CSV" TYPE, 26 GAUGE, G60 GALVANIZED, CONTINUOUS OVER A MINIMUM OF THREE SPANS, WITH: SECTION MODULUS Sp = 0.043 IN 3/FT Sn = 0.043 IN 3/FT MOMENT OF INERTIA I = 0.015 IN 4/FT

2. ATTACH DECKING WITH #12 TEK SCREWS @ ALL SUPPORTS. MINIMUM ATTACHMENT SHALL BE THREE (3) SCREWS PER 36-INCH WIDE PANEL @ PERPENDICULAR SUPPORTS, AND @ 18-INCH O.C. @ PARALLEL SUPPORTS.

3. OVERLAP AND CONNECT SIDE LAPS WITH #10 TEK SCREWS AT 24" MAX. O.C., WITH 4 SCREWS PER SPAN.

4. SEE SPECIFICATIONS FOR ADDITIONAL METAL DECKING REQUIREMENTS.

METAL

1. COLD FORMED METAL FRAMING SHALL BE FABRICATED FROM STRUCTURAL QUALITY STEEL SHEET, IN ACCORDANCE WITH ASTM A446.

2. ALL COLD FORMED METAL FRAMING COMPONENTS SHALL BE GALVANIZED WITH A G-60 COATING PER ASTM A525.

3. TRACK, PLATES, STRAPS, AND LEDGERS SHALL BE THE SIZE AND GAUGE INDICATED (fy = 33ksi, U.N.O.). STUDS SHALL BE "C" SHAPED OF THE SIZE AND GAUGE INDICATED WITH 1-5/8" MIN. FLANGE AND 3/8" (MIN.) LIP MEETING THE FOLLOWING EFFECTIVE MINIMUM SECTION PROPERTIES AND YIELD STRENGTH.

4. PROVIDE AND INSTALL 1-1/2" COLD ROLLED CHANNEL STUD BRACING THROUGH STUD KNOCKOUTS AT 48" MAXIMUM VERT. O.C. CONNECT BRACING CHANNELS TO STUDS WITH 2"x2"x16 GAGE WELDED OR SCREW ATTACHED CLIPS.

5. PROVIDE SCREW ATTACHMENTS OF THE SIZE AND NUMBER INDICATED. LENGTH OF SCREWS SHALL BE 5/8" (OR 3/8" LONGER THAN THE TOTAL THICKNESS OF THE MATERIAL BEING CONNECTED), WHICHEVER IS GREATER. PROVIDE 3/4" MINIMUM SPACING BETWEEN SCREWS AND 3/4" MINIMUM EDGE AND END DISTANCE AT THE CONNECTED MEMBERS.

6. BUILT-UP POSTS AND STUDS COMPOSED OF TWO OR MORE MEMBERS SHALL BE SCREWED TOGETHER AS INDICATED IN THE PLANS TO CREATE A COMPOSITE MEMBER.

7. AXIAL LOAD BEARING MEMBERS, INCLUDING STUDS AND BUILT-UP POSTS, MUST BE INSTALLED SEATED SQUARELY AGAINST THE WEB PORTION OF THE TOP AND BOTTOM TRACKS. THE MAXIMUM GAP BETWEEN THE END OF THE STUD AND THE WEB OF THE TRACK IS 1/16". CONNECT AXIAL LOAD BEARING MEMBERS @ EACH TRACK FLANGE W/ 1/8"x1 1/2" LONG FILLET WELDS OR (2) #8 SCREWS.

8. BLOCK ALL EDGES OF SHEAR WALL SHEATHING WITH THE SAME GAGE MATERIAL AS STUDS IN THE WALL. 2"x18 GAGE STRAPPING MAY USED AS EDGE BLOCKING. FULL DEPTH STUD SECTIONS CLIP ATTACHED TO STUDS MAY BE USED AS STABILITY BLOCKING IN ADDITION TO EDGE BLOCKING FOR SHEATHING. SEE WOOD FRAMING NOTES AND/OR SPECIFICATIONS FOR ADDITIONAL SHEATHING REQUIREMENTS.

9. UNLESS NOTED OTHERWISE, PROVIDE MANUFACTURER-STANDARD PUNCHED WEBS. PROVIDE 10" MINIMUM SOLID WEB @ ENDS OF STUDS AND FROM BEARING/CONNECTION POINTS @ FRAMING STUDS.


COLD FORMED METAL

3.625" BEARING

MEMBE

3.625" x 20 GA.

SIZE

0.215

A(IN^2)

0.232

Sx(IN^

0.421

Ix(IN^4)

33

fy (ksi)

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ORIGINAL DRAWING SIZE: 30" x 42"

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FLOOR PLANS

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MM

I

1/8" = 1'-0"1

Level 1 FLOOR PLAN 1/8" = 1'-0"

2Level 2 FLOOR PLAN

1/8" = 1'-0"3

Level 3 FLOOR PLAN

No

.D

escri

pti

on

Date

Level 2114' - 8"

Level 3129' - 4"

Level 2114' - 8"

Level 3129' - 4"

107' - 4"

T.O.LANDIN

2' -

8"

4' -

8"

122' - 0"

T.O.LANDIN

4

S4.1

3

S4.1

2

S4.1

8' -

0"

5' - 0"

7' -

4"

EXISTING CMU

EXISTING CMU/BRICK

WINDOW AND WINDOW

WINDOW PER ARCH

WINDOW PER ARCH

HSS12x3x1/4"SUPPORT BM.

EXISTIGN CONC. SLAB

T.O.D.= 122' - 0"(E

VERIFY

EXISTIING LEDGER

3/16

PLATE TOANGLE

3/16

PLATE TOHSS

S4.1

7

3/8" STL PLATE @ 18:

4"

5 3/4"

HSS CONN.

EXISTING BRICKVENEER TO REMAIN

EXISTING CMUVENEER TO REMAIN

WINDOW PERARCH.

L6x4x3/8" LOOSE LINTELANGLE. INSTALL LOOSELINTEL PRIOR TO CUTTINGAND REMOVING BRICK VENEERBELOW, SEE GEN. STRUCT. NOTESFOR ADD'L INFO.

L8x4x7/16" HEADER ANGLE (LLH) EXTEND 6"

BEYOND OPENING EA. SIDE, PROVIDE (1) 3/4"x 5" EMBED EPOXY

ANCHOR EA SIDE MIN, THEN 12" O.CFIELD, INSTALL ANGLE PRIOR

TO DEMO OF CMU BELOW

3/8"xCONT. SUPPORTPLATE

1 3/4"

3/16 3-12

NOTES:1. USE EPOXY ANCHORS PER SHEET S1.0 CONCRETE NOTES. PROVIDE 6" MIN. EMBEDMENT WITH HOLE SIZE PER MFR. RECOMMENDATION.2. LAP REINFORCEMENT 16" MINIMUM.3. WHERE REQUIRED TO PLACE MASONRY INFILL & GROUT, IT IS ACCEPTABLE TO LEAVE A VOID SPACE AS SHOWN. UPON COMPLETION OF INFILL, FILL VOID SPACE WITH DRY-PACKED NON-SHRINK GROUT.

NOTE

EXIST. CMU OR CONC.

#4 @ TOP AND BOTTOM

#4 DRILLED &EPOXIED DOWEL@ EA. NEW REINF.BAR, SEE NOTES 1 &

NEW SOLID GROUTEDCMU INFILL WALL TOMATCH THICKNESSOF EXIST. CMU

T.O.SL.SEE PLAN

TYP.NOTE 1,

SEE PLAN

EXIST. OPNG. WIDTH,

3"

MA

X.

SE

E P

LA

N

EX

IST

. O

PN

G. H

EIG

HT

,

6"

MA

X.

4"

MIN

.

NOTE 2

NOTE:PROVIDE VENEER ANCHORS AT 16" O.C. VERICAL, 16" MAX HORIZONTAL. INSTALL 1ST ANDLAST ROW OF TIES ABOVE THE FIRST COURSE AND BELOW THE LAST COURSE

PLAN VIEW - CMU WALL

SNAP-ON INTERLOCKINGSYSTEM, HOHMANN BARNARD"SEISMICLIP" OR APPROVEDEQUIVALENT

AIR GAP,SEE ARCH.

TRUSS TYPE JT. REINF.W/ADJUSTABLE EYE-WIREAND RECTANGULAR

9 GA. CONT.WIRE REINF.

BRICK

WALL ISULATION,PER ARCH1

1/2

"

EXISTING CMU

HSS12x3x1/4"SUPPORT BM.

3/16

PLATE TOANGLE

3/16PLATE TO HSS

9"

1' -

0"

3/8" BEAM END CAP/FACE

1 1

/2"

9"

EXISTING CONC. SLAB

(2) 3/4" x 5" EMBEDEPOXY BOLTS

INTO

5 3/4"

SHEET PLAN NOTES1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND

CONDITIONS. NOTIFY ARCHITECT/ENGINEER OF ANY AND ALL DISCREPANCIES

2. NON-BEARING WALLS, WINDOW AND DOOR OPENINGS, AND OTHER INTERIOR PARTITION WALLS ARE SHOWN FOR INFORMATION ONLY. SEE ARCHITECTURAL FOR DIMENSIONS, LOCATIONS, AND SIZES OF THESE ELEMENTS.

3. INSTALL CMU/BRICK VENEER SUPPORTING ANGLES PRIOR TO CUTTING AND REMOVAL OF EXISTING CMU AND/OR BRICK VENEER

4. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.

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WINDOW ELEVATIONAND DETAILS

Co

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I

1/2" = 1'-0"1

WEST ELEVATION

3" = 1'-0"2

WINDOW DETAIL

3" = 1'-0"3

WINDOW DETAIL

3" = 1'-0"4

WINDOW DETAIL

1/2" = 1'-0"5

FDN. REINF. @ MASONRY OPNG. DETAIL 1" = 1'-0"

6BRICK VENEER ANCHOR DETAIL

3" = 1'-0"7

WINDOW DETAIL

NOTE:WORK ASSOCIATED WITH ALTERNATE 1 - NEW STAIRWELL WINDOW - SEE PROJECT MANUAL/SPECIFICATIONS FOR ADDITIONAL INFO

No

.D

escri

pti

on

Date

I

7

S5.1

4

S5.1

5 6

1' -

2 3

/4"

2' -

4 1

/2"

2' -

4 1

/2"

HSS12X3X5/16

HSS12X3X5/16

HSS12X3X5/16

CLSTRINGER

CLSTRINGER

CLSTRINGER

STAIR SITTING AREASEE ENLARGED SEATING AREA PLAN

I

4

S5.1

5

FIELD VERIFY

17' - 10 1/8"

1' -

2 3

/4"

2' -

4 1

/2"

2' -

4 1

/2"

HSS12X3X5/16

HSS12X3X5/16

HSS12X3X5/16

CL (E)

W21X

44

(E)

5' -

0"

I

5 6

8

S5.1

1' -

1"

8' -

0"

6 7/8"

10' - 11"

9.9

4°1

' -

6"

1' - 6

"

24' - 0" 6' - 11 5/8"2' - 2 1/4"

10' - 11"

1.5" CONCRETE SLAB ON 9/16"x26 GA. METAL DECK(2" TOTAL) W/ 6x6-W2.1xW2.1 WWF

1.5" CONCRETE SLAB ON 9/16"x26 GA. METAL DECK(2" TOTAL) W/ 6x6-W2.1xW2.1 WWF

2' - 1 7/8" 3' - 0" 3' - 0"1' - 10"

10 5/8" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 11 1/4"

1' - 6 5/8"

9 3/8"

3.625x20 GA. STL.STUD WALL @ 16" O.CSPACED AS INDICATED

3.625x20 GA. STL.STUD WALL @ 16" O.CSPACED AS INDICATED

3.625x20 GA STL.STUD WALL @

16" O.C.

T.O.C.= 100' - 5 1/4"

T.O.C.= 101' - 6 3/4"

T.O.C.= 101' - 6 3/4"

T.O.C.= 100' - 5 1/4"

CONT. CONC. SLABON METAL DECK FOR

1ST & 3RD STAIR

METAL DECK SPANDIRECTION, TYP.

5

S5.1

Level 1100' - 0"

Level 2114' - 8"

7

S5.1

5

AR

CH

.

SE

E

ARCH.

SEE

HSS12X3X5/16

HSS12X3X5/16

S5.1

6

S5.1

5

2' -

7 3

/8"

19' - 9 3/4"4' - 1 1/2"4' - 9"

8' - 10 1/2"

28' - 8 1/8"

CJP, TYP

PROVIDE (2) B.U.STUDS @ EA. STRINGER

SUPPORT CONN.

L 3x3x0'-3" ANGLE CLIPEA. SIDEEA. STRINGER

3/16

1/8

ANGLE TOTOP TRACK

Level 1100' - 0"

6"

4"

3/8" TREAD SUPPORT PLATEEA. STRINGER, TYP.

3/16PLATE TO HSS

3/16

ANGLE TOBASE PLATE

3/16

HSS TO BASEPLATE

3/16

TREAD TOPLATE/PLATE

TO PLATE

EXISTING CONC.SLAB ON GRADE

2' - 4 3/8"

3/8" x3" WIDE HSS CAP PLATE

L4x4x0'-6"x1/4"CONN. ANGLE W/(1) 5/8" x 3" EMBEDWEDGE ANCHOR

3"

5/8" x 3" EMBEDWEDGE ANCHOR

3"

2-1/2" PRE-CAST CONC.STAIR TREAD NOISING

PER ARCH.

1/4" TOE PLATE CONN.TO (3) TREAD SUPPORT

PLATES, TYP.

STL. EMBED PLATE PER PRECAST MANUF.

(2) PER SUPPORT (6) TOTAL

3/8" TREAD SUPPORT PLATEEA. STRINGER

WOOD STAIR TREADSEE ARCH A5.2

WOOD STAIR TREADSEE ARCH A5.2

10 3/4"CONT. CONC.SLABON METAL DECK @ FIRST

STAIR, SUPPORTEDON 3/8" STL. PLATES

CONT. CONC.SLABON METAL DECK @ 3RD

STAIR, SUPPORTEDON 3/8" STL. PLATES

10 3/4"


114' - 8"

CJP, TYP

EXISTING W21GIRDER VERIFY

EXISTING CONC. SLABON METAL DECK

FIELD VERIFY

10 1/8"

3/16

SADDLE TOBM

3/8" STEEL SUPPORTPLATE, EA. STRINGER

EA. TREAD

3/16

PLATE TOHSS

3/16

TREAD TOPLATE/PLATE

TO PLATE

3/16

BM TOSADDLE

9"

6"

1/4" STEEL BENT SADDLE W/ 1/4" BACK PLATE, W/ 3/4" DIA. ERECTION BOLTIN A LONG SLOTTED HOLEWELD STRINGER TO SADDLEONCE IN FINAL POSITION

4 1

/2"

2-1/2" PRE-CAST CONC.STAIR TREAD

1/4" TOE PLATE CONN.TO (3) TREAD SUPPORT

PLATES, TYP.

3"

STL. EMBEDPLATE PER PRECAST MANUF.(2) PER SUPPORT (6) TOTAL

II

HANDRAIL PERARCH

STAIR STRINGERSEE PLAN

3/16

PLATE TOSTRINGER

3/8" PLATE SUPPORT,FLUSH W/ OUTSIDEFACE OF STRINGER

2-1/2" PRECAST STAIR TREAD

3/16

EMBED TOPLATE

1' - 2 3/4" 2' - 4 1/2" 2' - 4 1/2"

STL. EMBEDPLATE PER PRECAST MANUF.(2) PER SUPPORT(6) TOTAL

1/4

PLATE TOSTRINGER

3/8" SUPPORTPLATE CENTERON STRINGER

3/8" SUPPORTPLATE CENTERON STRINGERLevel 1

100' - 0"

6 3

/4"

2"

2"

WOOD FINISHPER ARCH.

CONC. SLAB ONMETAL DECK, SEEPLAN

CONC. SLAB ON METAL DECK, SEEPLAN

3.625 STL. STUD @16" O.C.

STAIR STRINGER

3.625 CONT.BOTTOM TRACK

W/ (2) P.A.F. @ 12" O.C.

EXISTING CONC.SLAB ON GRADE

3.625 CONT. TOPTRACK

1' - 6"

5 1

/4"

1' -

1 1

/2"

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ENLARGED PLANS &DETAILS

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3/8" = 1'-0"1

FIRST LEVEL STAIR PLAN

3/8" = 1'-0"2

SECOND LEVEL STAIR PLAN

3/8" = 1'-0"3

ENLARGED SEATING ARA PLAN

1/2" = 1'-0"4

STAIR SECTION

1 1/2" = 1'-0"5

STAIR DETAIL 1 1/2" = 1'-0"

6STAIR DETAIL

1" = 1'-0"7

STAIR DETAIL 1" = 1'-0"

8SEATING AREA SECTION

No

.D

escri

pti

on

Date

T

T

T

LOBBY

102A

WORKCORNER

102BVR-110(E)

V-112(E)

24

"x14

"

60"x20"

12

"x12

"60

"x20

"

16

"ø1

8"ø

26"x12"

(TYP OF 5)SD-E

200

SD-E200

(TYP OF 5)

HCH-1(E)

HCH-2(E)

FD

SG-E

120

6"x6"

FDFD

16"x12"

16"x12"

24"x24"

REMOVE DIFFUSER, AND BRANCHSUPPLY DUCT AND TAKEOFF (TYP OF 5)

REMOVE DIFFUSER, BRANCHSUPPLY DUCT AND TAKEOFF.PATCH DUCT AS REQUIRED.

REMOVE DIFFUSER, AND BRANCHSUPPLY DUCT. TAKEOFF FITTINGTO REMAIN.

LEVEL2

CIRCULATION

202A

V-208(E)

56"x16"

62"x22"

56"x16"

62

"x22

"

44

"x20

"

12

"x12

"

18

"x12

"

18

"x12

"

V-208(E)

SD-E

222(TYP OF 9)

FD

SG-E

125

6"x6"

FD FD

FD

FD

V-214(E)

SD-E(TYP OF 3)


V-307(E)

16

"x18

"

16"x18"

60"x22"

60

"x22

"

S-2

268(TYP OF 7)

60"x22"

16"x18"

10"x18"

10"x12"

SG-E

125

6"x6"

V-307(E)

FD


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Mechanical Demolition

Plans

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1/8" = 1'-0"1Level 1 Mechanical Demolition Plan

N


N


No

.D

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Date

T

T

T

HCH-1(E)

HCH-2(E)

S-3

200

(TYP OF 5)

12

"x12

"

60

"x20

"

16

"ø

FD

FD

60"x20"

24

"x14

"

6"x6"

SG-E

FD

16"x12"26"x12"

16"x12"

16"x12"

VD

VD

VD

VD

VD

ø8"

ø8"

ø8"

ø8"

ø8"

S-3

200

60"x20"

18"ø

VD

8"ø

ø8"

ø8"

ø8"

ø8"

S-4

200

S-4

200

S-4

200

S-4

200

ø8"

V-208(E)

V-208(E)

FD

6"x6"

62"x22"

56"x16"

62

"x22

"

12

"x12

"

18

"x12

"

18"x12"

44

"x20

"

18

"x12

"

FD FD

FD

S-2

222(TYP OF 9)

8"ø

8"ø

8"ø

8"ø

8"ø

8"ø

8"ø

8"ø

8"ø

RE-INSTALL T-STAT ON FACE OF NEW WALL

VD

VD

VD

VD

VD

VD

VD

VD

VD

ELECTRONIC BALANCEDAMPER (TYP OF 9)

WALL BOX FOR ELECTRONICBALANCE DAMPERS - FIELD

COORDINATE MOUNTING HEIGHT

V-307(E)

FD

60"x22"

60

"x22

"

16"x18"

16

"x18

"

16"x18"

6"x6"

10"x18"

10"x12"

S-2

268(TYP OF 7)

8"x8"

V-307(E)

ø8"

ø8"

ø8"

8"ø

8"ø

8"ø

ø8"

VD

VD

VD

VD

VD

VD

VD

ELECTRONIC BLANACE DAMPER (TYP OF 7)

WALL BOX FOR ELECTRONICBALANCE DAMPERS - FIELD

COORDINATE MOUNTING HEIGHT

M

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REVISIONS


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S-4 KRUEGER 1240MODULAR CORE CEILING DIFFUSERWITH SURFACE MOUNTING FRAME

SUPPLY 200 20 13 0.08 6"X6" IN DUCT STEEL WHITE SEE NOTES

S-3 KRUEGER 1240MODULAR CORE CEILING DIFFUSER

WITH 24"X24" LAY-IN PANELSUPPLY 200 20 13 0.08 6"X6" IN DUCT STEEL WHITE SEE NOTES

S-2 KRUEGER 191024" LINEAR SLOT DIFFUSER WITH

PLENUM BOOT, QTY 1 2" SLOTSUPPLY 268 27 20 0.18 8" IN DUCT ALUMINUM WHITE SEE NOTES

S-1 NOT USED

MARK MFGR MODEL DESCRIPTION FUNCTION MAX CFM NC AT MAX CFMTHROW AT MAX

CFM (FT)

PRESSURE DROPAT MAX CFM (in.

W.C.)

NECKSIZE

(W"xH")DAMPER TYPE MATERIAL FINISH REMARKS

GRILLE, REGISTER AND DIFFUSER SCHEDULE

No

.D

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Date

ELECTRICAL PROJECT NOTESA. PRIOR TO BID CONTRACTOR SHALL VISIT THE SITE. NOT ALL WORK

REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THECONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORKREQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCALCONDITIONS AND INCLUDE SAID WORK IN THE BID.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OFALL ELECTRICAL SERVICE WORK WITH UTILITY. OWNER PAYS ALL FEES,CONTRACTOR DOES ALL SCHEDULING AND COORDINATION OF WORK. IT ISTHE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALLSCHEDULES ARE MET.

C. GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BEIN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOODWORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION ISAVAILABLE FROM NECA BY TELEPHONE AT 301-657-3110 OR ON-LINE ATWWW.NECANET.ORG.

D. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITHMECHANICAL FOR PLENUM SPACES AND PROVIDE PLENUM RATED CABLESWHERE REQUIRED FOR LIGHTING CONTROL, DATA, FIRE ALARM AND ALLOTHER L.V. SYSTEMS NOT INSTALLED IN CONDUIT. VERIFY CONDUITREQUIREMENTS ON DRAWINGS AND SPECIFICATIONS.

E. FIRE-RESISTANCE: PROVIDE A MINIMUM HORIZONTAL DISTANCE OF 24"BETWEEN OUTLET BOXES LOCATED ON OPPOSITE SIDES OFFIRE-RESISTANCE RATED WALLS. WHERE THIS IS NOT POSSIBLE INSTALL ULLISTED PUTTY PADS ON ALL OUTLET BOXES NOT MEETING THE 24"SEPARATION. PROVIDE A UL LISTED THROUGH -PENETRATION FIRESTOPFOR PENETRATIONS OF FIRE-RESISTANCE RATED ASSEMBLIES.

F. CONDUCTORS ARE SIZED PER THE 75 DEGREE C RATING COLUMN OF NECTABLE 310.16. IF THE TERMINAL USED FOR A TERMINATION OF A PARTICULARCONDUCTOR IS NOT MARKED, OR THE TERMINAL IS MARKED FOR 60 DEGREEC CONDUCTORS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOEITHER ADJUST THE AMPACITY OF THE CONDUCTOR TO MATCH THE 60DEGREE COLUMN OF TABLE 310.16, OR REPLACE THE TERMINAL WITH ONERATED FOR AT LEAST 75 DEGREES C

G. FOR 20A BRANCH CIRCUIT RUNS EXTENDING BEYOND 300 LINEAR FEET.CONDUCTOR SIZE SHALL BE A MINIMUM OF #10 CU.

H. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCHCIRCUIT.

I. DURING DEMOLITION, THE CONTRACTOR SHALL NOTE ALL EXISTINGRACEWAY (BOTH SURFACE AND CONCEALED) TO THE EXTENT POSSIBLE.THESE RACEWAYS SHALL BE REUSED TO THE GREATEST EXTENT POSSIBLETO INSURE A CLEAN FINISHED PRODUCT. WHERE PRACTICAL, AND ALLOWEDPER CODE, FISHING THROUGH WALLS WITH MC CABLE IS PREFERRED TOSURFACE-MOUNTED CONDUIT.

J. CONTRACTOR SHALL REMOVE, TRANSPORT, AND LEGALLY DISPOSE OFLAMPS AND BALLASTS OFF-SITE. IT IS ASSUMED THE THE BALLASTS DO NOTCONTAIN PCBs. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELYIF IT IS SUSPECTED THAT BALLASTS CONTAIN PCBs.

K. ALL POWER INTERRUPTIONS SHALL BE COORDINATED WITH OWNER. ANYDISRUPTION OF WORKERS IN THE SPACE SHALL BE KEPT TO A MINIMUM ANDBE COORDINATED WITH THE OWNER PRIOR TO WORK COMMENCING IN THATSPACE.

L. CONTRACTOR SHALL EXTEND UNSWITCHED HOT LEG FROM EXISTINGEMERGENCY FIXTURE LOCATION TO NEW EMERGENCY FIXTURES. ASNEEDED. SEE DEMO PLANS FOR AN APPROXIMATION OF EXISTINGEMERGENCY FIXTURE LOCATIONS. FIELD VERIFY EXACT LOCATION PRIORTO BID.

M. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANYEXISTING CIRCUITS THAT ARE INTENDED TO REMAIN THAT ARE SAW CUT ORINTERRUPTED AS PART OF THE DEMOLITION PROCESS. PROVISION FOR THISWORK SHALL BE INCLUDED IN THE BID. SUCH CIRCUITS INCLUDE BUT ARENOT LIMITED TO: INTERIOR RECEPTACLE CIRCUITS, INTERIOR LIGHTINGCIRCUITS, EXTERIOR BUILDING LIGHTING, SITE LIGHTING, ETC.

N. ELECTRICAL DRAWINGS SHOWING EXISTING BUILDING CONDITIONS,SUCH AS DEMOLITION DRAWINGS, EXISTING PANEL SCHEDULES, ETC AREBASED ON RECORD DRAWINGS AND SITE VISITS. IF ACTUAL EXISTINGCONDITIONS DIFFER FROM THOSE SHOWN ON DRAWINGS, PLEASE NOTIFYENGINEER.

A, AMP AMPERES

AC ALTERNATING CURRENT

A/C AIR CONDITIONING

AF AMP FUSE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

AL ALUMINUM

AS AMP SWITCH

ATS AUTOMATIC TRANSFER SWITCH

BAS BUILDING AUTOMATION SYSTEM

BKR BREAKER

C RACEWAY/CONDUIT

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CLG CEILING

C.O. RACEWAY/CONDUIT ONLY, WITH PULL STRING

CNTRL CONTROL

CU COPPER

DISC DISCONNECT

DIST DISTRIBUTION

DPDT DOUBLE POLE DOUBLE THROW

DWG DRAWING

EA EACH

EF EXHAUST FAN

ELEC ELECTRIC

EMT ELECTRICAL METALLIC TUBING

EQUIP EQUIPMENT

EX, EXIST EXISTING

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FATC FIRE ALARM TERMINAL CABINET

FD FUSED DISCONNECT

FLR FLOOR

FO FIBER OPTIC

FVNR FULL VOLTAGE NON-REVERSING

FVR FULL VOLTAGE REVERSING

GEC GROUNDED ELECTRODE CONDUCTOR

GFI GROUND FAULT INTERRUPTER

GND GROUND

GRC GALVANIZED RIGID CONDUIT

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HTR HEATER

HVAC HEATING, VENTILATING & AIR CONDITIONING

HZ HERTZ

J-BOX JUNCTION BOX

KVA KILOVOLT AMPERES

KW KILOWATTS

LTG LIGHTING

LPW LUMENS PER WATT

MAG MAGNETIC STARTER

MAN MANUAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MH METAL HALIDE

MIN MINIMUM

MSS MOTOR STARTER SWITCH

N NEUTRAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

NFD NON-FUSED DISCONNECT

NIC NOT IN CONTRACT

NO NORMALLY OPEN

# NUMBER

OAE OR APPROVED EQUAL

OC ON CENTER

OCPD OVERCURRENT PROTECTION DEVICE

OH OVERHEAD

P POLE

PB PUSHBUTTON

PNL PANEL

PVC POLYVINYL CHLORIDE CONDUIT

PWR POWER

RECEPT RECEPTACLE

RCPT RECEPTACLE

RGS RIGID GALVANIZED STEEL

RM ROOM

RVNR REDUCED VOLTAGE NON-REVERSING

RVR REDUCED VOLTAGE REVERSING

SP SINGLE POLE TOGGLE SWITCH

SPEC SPECIFICATION

SPST SINGLE POLE SINGLE THROW

SSPB START-STOP PUSHBUTTON

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TB TELEPHONE BOARD

TC TIME CLOCK

TD TIME DELAY

TEL TELEPHONE

TSP TWISTED SHIELDED PAIR

TTB TELEPHONE TERMINAL BOARD

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

V VOLT

VA VOLT AMPERES

VFD VARIABLE FREQUENCY DRIVE

W WATTS

WP WEATHERPROOF

W/O WITHOUT

XFMR TRANSFORMER

Y WYE CONNECTED

DELTA CONNECTED

PHASE

NOTE: THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT.

ELECTRICAL ABBREVIATIONS LEGEND

M

M

M

SPD

LA

PFC

M

Y

VFD

G

CB

LP100

208/120V

3#. 4W

CT AND CUSTOMER POWER METER

MOTOR SYMBOL

UTILITY ELECTRIC METER AND BASE (BASE BY CUSTOMER)

SURGE PROTECTION DEVICE

LIGHTNING ARRESTOR

STRESS RELIEF CONE

POWER FACTOR CORRECTION CAPACITOR

MOTOR STARTER SWITCH WITH THERMAL OVERLOADS

CONTACTOR NORMALLY OPEN, NORMALLY CLOSED

TRANSFORMER- 3-PHASE, 3-WIRE DELTA CONNECTION

TRANSFORMER- 3-PHASE, 4 WIRE GROUNDED WYE CONN.

AUTOMATIC TRANSFER SWITCH

VARIABLE FREQUENCY DRIVE

FIXED MOUNT LV BREAKER

FUSED SWITCH ("XXAS/XXAF" = SW AND FUSE AMP RATING)

GENERATOR

WALL MOUNTED BREAKER

THERMAL OVERLOAD ELEMENT

DISCONNECT SWITCH ("XXAS"= SWITCH AMP RATING)

FUSED DISCONNECT SWITCH ("XXAS/XXAF"=SW AND FUSEAMP RATING)

COMBINATION MOTOR STARTER (STR SIZE, TYPE, AS, AF, SEEMEP COORD. SCHEDULE)

SWITCH BOARD OR PANEL BOARD; NAME, VOLTAGE, PHASE,NUMBER OF WIRES WHEN INDICATED

ELECTRICAL ONE-LINE LEGEND

S S

FAA

FACP

D

F F

F

PS

FS

TS

H

SD

SDD

SS

S S

J

TELEPHONE OUTLET (MOUNT AT +18" AFF, UNO.) SEE NOTE 1

VOICE-DATA OUTLET (MOUNT AT +18" AFF, UNO.) SEE NOTE 1

DATA OUTLET (MOUNT AT +18" AFF, UNO.) SEE NOTE 1

CABLE TRAY OR BASKET TRAY, LENGTH & HEIGHT PER PLAN.

SPEAKER

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

DOOR HOLDER

STROBE WALL MOUNT (MOUNT AT +82" AFF, UNO.) ANDCEILING MOUNT

FIRE ALARM MANUAL STATION (MOUNT AT +46" AFF, UNO.)

SPRINKLER PRESSURE SWITCH

SPRINKLER FLOW SWITCH

SPRINKLER TAMPER SWITCH

HEAT DETECTOR

SMOKE DETECTOR - PHOTO-ELECTRIC

SMOKE DETECTOR ("D" INDICATES DUCT SMOKE DETECTOR).

SINGLE-STATION SMOKE DETECTOR. PROVIDE 120V ANDMONITOR AT FACP VIA RELAY

HORN/STROBE WALL MOUNT (MOUNT AT +82" AFF, UNO.) ANDCEILING MOUNT

SPEAKER STROBE WALL MOUNT (MOUNT AT +82" AFF, UNO.)AND CEILING MOUNT

WIRELESS ACCESS POINT (CEILING MOUNT). CABLE & DEVICEBY MSU.

ELECTRICAL SYSTEM LEGEND

NOTES:

1. PROVIDE ROUGH IN ONLY. 2-GANG BOX W/MUD RING & 1" STUBBED UP TO ACCESSIBLE CEILING SPACE.

WAP

CR

RE

DC

ES

EL

MD

GB

C

CARD READER

REQUEST TO EXIT MOTION DETECTOR

DOOR CONTACTS

ELECTRIC STRIKE

ELECTRIC LOCK

MOTION DETECTOR

GLASS BREAK DETECTOR

CEILING MOUNT CCTV CAMERA

ELECTRICAL SECURITY SYSTEM LEGEND

NOTES:

1. PROVIDE ROUGH IN ONLY. 2-GANG BOX W/MUD RING & 1" STUBBED UP TO ACCESSIBLE CEILING SPACE.

X

D-1

X X

X X

J

TV

X

X

X

OSOS

P

RECESSED FLUORESCENT FIXTURE- "a" & "b" DESIGNATESSWITCH

RECESSED EMERGENCY FLUORESCENT FIXTURE- "a"& "b"DESIGNATES SWITCH

SURFACE OR PENDANT FLUORESCENT FIXTURE- "x"DESIGNATES SWITCH LEG

SURFACE OR PENDANT EMERGENCY FLUORESCENTFIXTURE- "x" DESIGNATES SWITCH LEG

1X4 SURFACE WALL MOUNT FLUORESCENT

FLUORESCENT STRIP OR INDUSTRIAL, SURFACE ORCHAIN HUNG

POLE MOUNTED FIXTURE

LIGHTED BOLLARD

PENDANT FIXTURE; HIGH BAY, LOW BAY, DECORATIVE

EXIT SIGN - WALL MOUNT, CEILING MOUNT. ARROWINDICATES DIRECTION OF TRAVEL, SHADING INDICATESLIGHTED FACE.

EMERGENCY EGRESS BATTERY PACK, WALL MOUNT ORCEILING MOUNT

WALL MOUNTED SCONCE OR WALLPACK FIXTURE

SURFACE MOUNTED DOWNLIGHT

RECESSED CAN DOWNLIGHT

RECESSED CAN WALLWASHER

TRACK LIGHTING. SEE FIXTURE SCHEDULE AND LIGHTINGPLANS.

ELECTRICAL LIGHTING FIXTURE LEGEND

BRANCH CIRCUIT PANELBOARD

PANEL AND CIRCUIT DESIGNATION ARE SHOWN NEXT TOEACH DEVICE (PANEL NAME - CIRCUIT NUMBER). BRANCHCIRCUIT WIRE SIZE IS #12 UNLESS NOTED OTHERWISE. ASINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BEPROVIDED WITH EACH HOME RUN. PROVIDE A SEPARATENEUTRAL FOR EACH CIRCUIT. HOME RUNS SHALL HAVE NOMORE THAN THREE CIRCUITS. LINE VOLTAGE AND LOWVOLTAGE WIRING IS NOT SHOWN ON PLANS. FOR EQUIPMENTCIRCUITING, SEE MEP COORDINATION SCHEDULE.

DUPLEX, 4PLEX RECEPTACLE. (MOUNT AT +18" AFF. UNO.)X-GFI-GFCI RECEPTACLEWP-WEATHER PROOF WITH WHILE IN USE COVER

DUPLEX, 4PLEX ABOVE COUNTER RECEPTACLE MOUNTED 4"ABOVE BACKSPLASH

FLOOR OUTLET - HUBBEL MODEL #HBLCFB401CB, COVERMODEL #HBLTCGNTBKSW, OR EQUAL.

FLOOR BOX WITH COMBINATION 4PLEX RECEPTACLE & 2TELEPHONE/DATA OUTLETS- HUBBEL MODEL #HBLCFB401CB,COVER MODEL #HBLTCGNTBKSW, OR EQUAL.

JUNCTION BOX

FLATSCREEN TV BOX; 2-GANG, FLUSH IN WALL, HUBBELLRACO NSAV62M,H NSAV6C COVER. DUPLEX RECEPTACLE &SINGLE GANG DATA PORT. MOUNT AT +72" AFF. UNO.

SPECIAL PURPOSE OUTLET, MOUNT AT +18" AFF. UNO.LETTER INDICATES TYPE:TYPE A: NEMA 5-20R, TYPE B: NEMA 5-30R,TYPE C: NEMA 5-50R, TYPE D: NEMA 6-20R,TYPE E: NEMA 6-30R, TYPE F: NEMA 6-50RTYPE G: NEMA 14-20R, TYPE H: NEMA 14-30RTYPE I: NEMA 14-50R

PUSHBUTTON (MOUNT AT +54" AFF, UNO.). "X" DENOTES TYPE:"EPO" = EMERGENCY POWER OFF"ADA" = HANDICAP ACCESSIBLE DOOR (DEVICE BY OTHERS)"ODO" = OVERHEAD DOOR OPERATOR (DEVICE BY OTHERS)

SURFACE MOUNTED RACEWAY

RACEWAY CONCEALED IN WALL, FLOOR, OR CEILING INFINISHED SPACES, EXPOSED IN UNFINISHED SPACES.

RACEWAY BELOW FLOOR OR BELOW GRADE

RACEWAY STUB-OUT OR STUB-UP WITH CAPPED END

RACEWAY STUB-OUT OR STUB-UP WITH BUSHED END

GROUNDING BUS

ELECTRICAL POWER LEGEND

STANDARD LIGHTING CONTROLS:SWITCHES AND LINE VOLTAGE DIMMERS

TOGGLE SWITCH (MOUNT AT 46" AFF. UNO.)

SUBSCRIPTS:

NO SUBSCRIPT INDICATES SINGLE POLE

"3" INDICATES THREE-WAY

"4" INDICATES FOUR-WAY

"D" INDICATES DIMMER SWITCH - PHILIPS SUNRISE - ON/OFF

"K" INDICATES KEYED SWITCH

"T" INDICATES TIMER

"P" INDICATES PILOT LIGHT

"OS" INDICATES WALL SWITCH OCC SENSOR-

- WATTSTOPPER DW100 (SINGLE OR DUAL DW-200 SWITCH).

"OSD" INDICATES WALL SWITCH OCC SENSOR w/ 0-10V DIMMING

- WATTSTOPPER W-311

"a" INDICATES SINGLE POLE LIGHTING SWITCH FOR ZONE a

"b" INDICATES SINGLE POLE LIGHTING SWITCH FOR ZONE b

"ab" INDICATES LIGHTING SWITCHES w/ MULTIPLE ZONES

OCCUPANCY SENSOR - CEILING MOUNT, WALL MOUNT.WATTSTOPPER DT-300 DUAL TECHNOLOGY OR EQUAL WITHBZ-50 POWER PACKS AS NEEDED.

PHOTOCELL - CEILING MOUNT. WATTSTOPPER DLM LS-301 OREQUAL

ELECTRICAL LIGHTING CONTROL LEGEND

28342 PEBLOOMFIELD

ARIAN C.

A

S

NO

P

ISS

EF

OR

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REVISIONS


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ELECTRICAL

ABBREVIATIONS &

SYMBOLS

Co

nstr

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REF:

REF:

120/208V,3PH,4W,2000A BUSPANEL MDP1L

PANEL1N28CL

100 18003 3

1NDM1NDME

(R) 20AFEED FROMPANEL 1E1L

(R) SENSE WIRING FOR DETECTING LOSS OFNORMAL POWER. BYPASS MODULE WILLSIGNAL 1NDME LIGHTING TO OPERATE AT100% OUTPUT UPON POWER LOSS.

(R) (R) (R)

(R)

NOTE:(R) - EXISTING TO REMAIN

(R)

(R)

(R)

(EXISTING BREAKERS & FEEDERS)

(R) ETC UNISON DIMMER CONTROL PANELMODEL # DR 6-12-120 CMED-RS232-USI-I/O.

(R)

(R)(R)

PANEL1N4L

1003

(R)

(R)

(R)

PANEL2N1L

1003

(R)

(R)

(R)

PANEL3N1L

1003

(R)

(R)

(R)

XFMR 2T1500KVA

400 38003 3

(R)(EXISTING BREAKERS & FEEDERS) (R)(R)

1503

(R)

1503

(R)

7503

(R)

PANEL1N1H

(R)

PANEL2N1H

(R)

PANEL3N1H

(R)

277/480V,3PH,4W,4000A BUSPANEL MDP1H

(R)

703

(R)

PANEL1S1H

(R)

(R)

(R)(R)(R)(R)

HOT

HOT

HOT

VioGry

VioGry

Vio

Gry V

ioG

ry

CLASS 2 0-10 VOLTCONTROL WIRING

0-10VDC DIMMINGDRIVER REQUIRED.

LIGHTING LOAD(a)

LIGHTINGLOAD (b)

LIGHTINGLOAD (c)

NEUTRAL (WHITE)

TO 1NDM-2

TO 1NDM-1

TO 1NDM-8

'c''b''a'

Vio

Gry

VioGry

LUMINAIRE SCHEDULETYPE LAMPS DESCRIPTIONS MFR CATALOG NO. OR SERIES MOUNTING/ VOLTAGE NOTES

A# LEDCONTINUOUS LINEAR PENDANT, UP/DOWN LIGHT. THE NUMBER AFTER THE TYPE MARK 'A' DENOTES LENGTH OF RUN (6', 8',10', 12', 22', 32' - SEE PLANS). PROVIDE SEAMLESS JOINT SYSTEM WHERE RUN LENGTH EXCEEDS 12 FEET.

LUMINIITOVE T-SR-S#-5-F-3-F-835-1-D010-WH

PENDANT/ 120 1

B1 LED 8' LINEAR PENDANT, DOWN LIGHT LUMINIITOVE T-SR-S8-5-F-3-F-835-1-D010-WH

PENDANT/ 120 1

B1E LED SAME AS TYPE B1, EXCEPT CIRCUIT VIA EMERGENCY CIRCUIT AS SHOWN ON PLANS. LUMINIITOVE T-SR-S8-5-F-3-F-835-1-D010-WH

PENDANT/ 120 1

C1 LED 8' LINEAR CEILING MOUNT FIXTURE LUMINII TOVE T-C-8-7-835-F-D010-WH SURFACE/ 277 1

C2 LED 4' LINEAR CEILING MOUNT FIXTURE LUMINII TOVE T-C-4-7-835-F-D010-WH SURFACE/ 277 1

D1 23W LED 6" DOWNLIGHT GOTHAMEV0-35/20-6AR-MWD-LS-MVOLT-EZ1

RECESSED/ 277 1

D1E 23W LED SAME AS TYPE D1, EXCEPT CIRCUIT VIA EMERGENCY CIRCUIT AS SHOWN ON PLANS. GOTHAMEV0-35/20-6AR-MWD-LS-MVOLT-EZ1

RECESSED/ 277 1

D2 23W LED 6" DOWNLIGHT GOTHAMEV0-35/20-6AR-MWD-LS-MVOLT-EZ1

RECESSED/ 120 1

D2E 23W LED SAME AS TYPE D2, EXCEPT CIRCUIT VIA EMERGENCY CIRCUIT AS SHOWN ON PLANS. GOTHAMEV0-35/20-6AR-MWD-LS-MVOLT-EZ1

RECESSED/ 120 1

S1E LED4' LINEAR LED COMPACT SURFACE MOUNT FIXTURE, WITH INTEGRAL OCCUPANCY SENSOR & AUTO DIM TO 50% WHENUNOCCUPIED. CIRCUIT VIA EMERGENCY CIRCUIT AS SHOWN ON PLANS.

LITHONIAWL4-30L-EZ1-LP835-N80-NESPDT7-DIM50

SURFACE/ 277 1

S2E LED4' LINEAR LED COMPACT SURFACE MOUNT FIXTURE, WITH INTEGRAL OCCUPANCY SENSOR & AUTO DIM TO 50% WHENUNOCCUPIED. CIRCUIT VIA EMERGENCY CIRCUIT AS SHOWN ON PLANS.

LITHONIAWL4-30L-EZ1-LP835-N80-NESPDT7-DIM50

SURFACE/ 120 1

W1 LED 4' EXTERIOR WALL MOUNT COMPACT LINEAR SIGN LIGHT IGUZZINILINEALUCE I.LC MO-L4-4-B-R-UNV-15

SURFACE/ 277 1

W2 15W LED EXTERIOR ARCHITECTURAL WALLPACK, TYPE III DISTRIBUTION HUBBELL GEOPAK QSP1-12L-15-4K7-3-U-GR SURFACE/ 277 1

W2E 15W LED EXTERIOR ARCHITECTURAL WALLPACK, TYPE III DISTRIBUTION, INTEGRAL HEATER & BATTERY BACKUP HUBBELLGEOPAK QSP1-12L-15-4K7-3-4-GR-EH

SURFACE/ 277 1

X1 LED EXIT SIGN, DIE-CAST ALUMINUM HOUSING, RED LETTERS, WITH SELF-DIAGNOSTICS. LITHONIA LE-S-1-R UNIVERSAL/ 277 1

NOTES:

1. OR PRIOR APPROVED EQUAL.

2.

3.

GENERAL NOTE:

THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL CEILING TYPES AND PROVIDE ALL REQUIRED MOUNTING ACCESSORIES. FOR FIRE-RATED CEILING ASSEMBLIES, VERIFY ALL RECESSED LUMINAIRE HOUSINGS ARE FIRE-RATED OR PROVIDE

FIRE-RATED, DROP-OVER ENCLOSURES OR TENT LUMINAIRE. VERIFY THAT DROP-OVER ENCLOSURES OR TENTS ALLOW FOR AIR SPACE AROUND LUMINAIRE PER MANUFACTURER'S RECOMMENDATIONS.

1PARTIAL EXISTING ONE LINE DIAGRAMN.T.S.

2DIMMING DIAGRAMN.T.S.

DIMMERS 'a' 'b' AND 'c':

0-10V DIMMER,

PHILIPS SR1200ZTUNV,

OR EQUAL.

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ELECTRICAL

SCHEDULES & DETAILS

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A

Notes:

Total Est. Demand: 4 A

Total Conn.: 4 A

Total Est. Demand: 1440 VA

Total Conn. Load: 1440 VA

Receptacle 1440 VA 100.00% 1440 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

(R) - EXISTING CIRCUIT TO REMAIN

Legend:

Total Amps: 9 A 2 A 2 A

Total Load: 1080 VA 180 VA 180 VA

41 42

39 40

37 38

35 36

33 34

31 32

29 SPARE (EXISTING BREAKER) -- 20 A 1 0 VA 0 VA 30

27 SPARE (EXISTING BREAKER) -- 20 A 1 0 VA 0 VA 28

25 SPARE (EXISTING BREAKER) -- 20 A 1 0 VA 0 VA

3 40 A -- (R) DIMMING PANEL '1NDM'

26

23 SPARE (EXISTING BREAKER) -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE (EXISTING BREAKER) 24








7 SPARE (EXISTING BREAKER) -- 20 A 1 0 VA 360 VA 1 20 A Receptacle RCPT - STUDY BAR EAST 8

5 SPARE (EXISTING BREAKER) -- 20 A 1 0 VA 180 VA 1 20 A Receptacle RCPT - WORK CORNER 6

3 SPARE (EXISTING BREAKER) -- 20 A 1 0 VA 180 VA 1 20 A Receptacle RCPT - NORTH 4

1 RCPT - STUDY BAR WEST Receptacle 20 A 1 360 VA 360 VA 1 20 A Receptacle (R) RCPT - CLG 2

CKT Circuit DescriptionLoad

Classification Trip Poles A B C Poles TripLoad

Classification Circuit Description CKT

EXISTING PANEL TO REMAIN. RE-USE EXISTING BREAKERS FOR NEW CIRCUITS.Notes:

Enclosure: Type 1 MCB Rating:

Mounting: Surface Wires: 4 Mains Rating: 100 A

Supply From: Phases: 3 Mains Type: MLO

Location: Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: 1N28CL

12 SPARE

11 SPARE

10 SPARE

9 (R) DONOR WALL Y 1350 EXISTING CONTACTOR

8 WORK BAR LIGHT SEE DETAIL 2 Y 165 EXISTING CONTACTOR

7 D2 FIXTURES Y 368 EXISTING CONTACTOR

6 B1 FIXTURES Y 144 EXISTING CONTACTOR

5 (R) SCULPTURE LIGHT Y 100 EXISTING CONTACTOR

4 WORK CORNER Y 92 EXISTING CONTACTOR

3 (R) SCULPTURE LIGHT Y 100 EXISTING CONTACTOR

2 2ND FLR INNER PERIMETER SEE DETAIL 2 Y 364 EXISTING CONTACTOR

1 2ND FLR OUTER PERIMETER SEE DETAIL 2 Y 602 EXISTING CONTACTOR

CIRCUIT DESCRIPTION DIMMED SWITCHED LOAD (WATTS) NOTES

EXISTING LIGHTING CONTROL PANEL '1NDM'

NOTE: EXISTING LIGHTING CONTROL PANEL TO REMAIN. RE-USE ALL EXISTING CONTACTORS FOR NEW LIGHTING LOADS. EXISTING LIGHTING LOADS TO REMAINARE DENOTED WITH AN '(R)'.

12 SPARE

11 SPARE

10 SPARE

9 SPARE

8 SPARE

7 SPARE

6 SPARE

5 SPARE

4 SPARE

3 SPARE

2 SPARE

1 NIGHTLIGHTS Y 441EXISTING CONTACTOR, UTILIZE EXISTING EMERGENCY

BYPASS

CIRCUIT DESCRIPTION DIMMED SWITCHED LOAD (WATTS) NOTES

EXISTING LIGHTING CONTROL PANEL '1NDME'

NOTE: EXISTING LIGHTING CONTROL PANEL TO REMAIN. RE-USE ALL EXISTING CONTACTORS FOR NEW LIGHTING LOADS. EXISTING LIGHTING LOADS TO REMAINARE DENOTED WITH AN '(R)'.

MDP1L

128C EXISTING

No

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SD

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D

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D

F

F

SD

DN

F

SDD

LOBBY

102A

WORKCORNER

102B

VESTIBULE

101

ADA

ADAADA

ADA

OHD

FAA

DEMO AREA OF REFUGE MASTER STATION. PROVIDE BLANK

STAINLESS STEEL COVER OVER RESULTING OPENING.

DEMO OF AV EQUIPMENT BY MSU; CONTRACTOR TO DEMO ALL CABLE TRAY ON NORTH WALL & ASSOCIATED LOW VOLTAGE AV WIRING

DEMO ALL WIREMOLD ON NORTH WALL & ASSOCIATED 120V CIRCUITS

DEMO OF PHASED ARRAY SPEAKER & MICROWAVE SENSOR BY MSU; CONTRACTOR TO DEMO ASSOCIATED WIRING (TYP OF 5 IN LOBBY)

DEMO DATA & POWER CONNECTIONS / OUTLETS AT CASEWORK.

DEMO OVERHEAD DOOR CONNECTION & ASSOCIATED CONTROL SWITCH

SAVE CASEWORK POWER FEEDER(S) ABOVE CEILING

FOR RE-USE AT NEW STUDY BAR.

DEMO DATA & POWER CONNECTION TO PROJECTOR.

CLG

(R)

(D)

(R)

(R)

(R)

(R) (R)

(R)

(R) (R)

(R)

(D)(R)

(R)(R)

(R)

(R)

(R)

(R)

(R)

(D) (D) (D) (D) (D)

(D)

(D)

(D)(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

1

1

1

1

WAP

WAP

(R)

(R)2

2

(D)

(D)

(D)

SALVAGE WIRING FOR NEW DOOR HOLDER(S) IN THIS AREA, SEE E1.1

EXISTING DOOR OPERATORS TO BE DEMOLISHED. SALVAGE

CIRCUIT FOR NEW DOOR OPERATORS.

REMOVE ADA ACTUATORS FROM EXISTING STOREFRONT & RE-INSTALL IN NEW STOREFRONT.LEVEL

2STUDYAREA

201A

LEVEL2

CIRCULATION

202A

WPGFI

WPGFI

(D)

(R)

(R)

(R)

(R)

(R)

(R)

(R)

(R)

(R)

(R)

(D)

(R)

DEMO AREA OF REFUGE STATION

DEMO DOOR HOLDER

GENERAL ELECTRICAL NOTESA. ELECTRICAL DEVICES, LIGHTS, ETC SHOWN IN GREY & DENOTED WITH A

'(R)' ARE EXISTING TO REMAIN. DEVICES, LIGHTS, ETC SHOWN IN BLACK / DASHED & DENOTED WITH A '(D)' ARE TO BE DEMOLISHED.

B. COORDINATE DEMOLITION OF LIGHTS & OTHER DEVICES WITH MSU, AND SALVAGE ANY DESIRED ITEMS FOR MSU'S USE.

KEY NOTES:#

(R)(R)

(R)

(R)

(R)

(R)

(R)

(R)

(D)

(D)

DEMO AREA OF REFUGE STATION

DEMO DOOR HOLDER

3N3L

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POWER & SYSTEMS

DEMOLITION PLANS

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1/8" = 1'-0"1LEVEL 1 POWER & SYSTEMS DEMOLITION PLAN

N


1 SAVE HOME RUN (CONDUIT & WIRE) FROM PANEL '1N28CL' SERVING DEMOLISHED DEVICE FOR RE-USE OF CIRCUIT IN NEW RENOVATION.

EXISTING WIRELESS ACCESS POINT TO BE PULLED BY MSU FOR RE-INSTALLATION AFTER NEW CEILING IS COMPLETE. SAVE EXISTING WIRING TO DEVICE LOCATION FOR RE-USE.

2

N


No

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DEMO (7) WALL-MOUNT FIXTURES

DEMO RECESSED DOWNLIGHTS AS SHOWN

(7) FIXTURES TO REMAIN; REMOVE, STORE, & PROTECT DURING DEMOLITION. RE-INSTALL IN NEW ACOUSTICAL CEILING

EXIT SIGN(S) TO REMAIN; REMOVE, STORE, & PROTECT DURING

DEMOLITION AS REQUIRED

DEMO TRACK LIGHTING & ASSOCIATED DIMMER

1NDM-7

SAVE FEEDER FROM PANEL TO LOBBY FOR CKT 1NDM-7 & 1NDM-8 FOR RE-USE IN REMODEL1NDM-9

(D)

(R)

(D)

(D)(D)

(D)

(D)

(D)

(D)

(D) (D) (D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D) (D)

(D)

(D)

(D)

(D)(D) (D)

(D)

(D)

(D) (D)

(D) (D)

(D)

(D)

(D)

(D)

(D)(D)

(D)

(R)

(R)

(R)

(R)

(R)

(R)

(R)(R)

(R) (R)(R) (R)

(R) (R)(R) (R)

(R)

(R)(R)

(R)(R)

(R) (R)

(R)

(R)

(R)

(R)

(R) (R)

(R)

LTG CNTRL PNL 1NDME

LTG CNTRL PNL 1NDM

(R)(R) (R)

(R)

(R)

(R)

(R)

(R)

(R)

(D)(D)

(D)(D)

(D)

(D)(D)

(D)(D)

(D)

ALTERNATE 2: DEMO (10) WALL-MOUNT FIXTURES AS SHOWN. RE-PLACE W/

NEW FIXTURE(S) IN SAME LOCATION(S). RE-USE BOX, CONDUIT, WIRE, ETC.

BASE BID: DEMO ONLY (2) EASTERN-MOST FIXTURES. SEE SHEET E2.1 FOR

DETAILS.

1NDM-1

1NDM-2

1NDM-6(D) 1NDM-8

1NDM-8

(4) SUSPENDED FIXTURES TO REMAIN. REMOVE DURING

DEMOLITION & RE-INSTALL IN NEW ACOUSTICAL CEILING.

DEMO 2x2 FIXTURES AS SHOWN

DEMO (5) RECESSED DOWNLIGHTS

1NDM-4

SAVE FEEDER FROM PANEL TO LOBBY FOR CKT 1NDM-4

FOR RE-USE IN REMODEL

1NDM-3

1NDM-5

SAVE FEEDER FROM PANEL TO LOBBY FOR CKT 2N1H-6 FOR RE-USE IN REMODEL

(D) (D)

(D) (D)

(D)

(D)

(D) (D) (D)

(D) (D) (D)

(D) (D) (D) (D)

(D) (D)

(D)

(D)

(D)

(D)

(D)

(D)

(D)

(D) (D)

(D)

(D) (D)

(D) (D)

(D)

(D)

(D)

(D)

(D)

(R) (R)

(R)(R)

2N1H-6

(R)

(R)

(R)

DEMO (5) 2x2 FIXTURES

(D) (R)

(D) (R)

(D) (R)

(D) (R)

(D) (R)

(R)

(R)

(R)

(R)

(R)

(R)(R)

GENERAL ELECTRICAL NOTESA. ELECTRICAL DEVICES, LIGHTS, ETC SHOWN IN GREY & DENOTED WITH A

'(R)' ARE EXISTING TO REMAIN. DEVICES, LIGHTS, ETC SHOWN IN BLACK / DASHED & DENOTED WITH A '(D)' ARE TO BE DEMOLISHED.

B. COORDINATE DEMOLITION OF LIGHTS & OTHER DEVICES WITH MSU, AND SALVAGE ANY DESIRED ITEMS FOR MSU'S USE.

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LIGHTING DEMOLITION

PLANS

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1/8" = 1'-0"1LEVEL 1 LIGHTING DEMOLITION PLAN

N


N


No

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Date

UP

J

JJ

J

SD

SD

SD

J

J

F

F

D

D

J

J

UP

SD

F

F

SD

F

SD

ADA

ADA

ADAADA

FAA

1

2

LOBBY

102A

VESTIBULE

101

WORKCORNER

102B3

3

CLG

EXISTING LTG CNTRL PNL

1NDME

EXISTING LTG CNTRL PNL

1NDM

EXISTING POWER PANEL 1N28CL

4

EXISTING POWER PANEL 1N1H

EXISTING POWER PANEL 1N4L

EXISTING POWER PANEL

1E1H

1

1N28CL-1

1N28CL-1

1N28CL-8

1N28CL-8

1N28CL-6

1N28CL-4

1N28CL-2

1N4L-7

1N4L-7

1N4L-5

1N4L-5

1N4L-5

1N4L-3

1N4L-3

1N4L-3


1S1H

42"

42"

WAP

WAP

6

6

1N28CL-4

1N28CL-4

9

9

10

DOOR

DOOR

WPGFI

WPGFI

LEVEL2

CIRCULATION

202A

LEVEL2

STUDYAREA

201A

5

2N1L-7

2N1L-72N1L-7

2N1L-7

2N1L-7

2N1L-7

2N1L-7

2N1L-7


2N1L

EXISTING POWER PANEL 2E1L


2N1H

EXISTING POWER PANEL 2E1H

NEW RECEPTACLE. MOUNT AT +72" AFF.

2N1L-7

7

7

8

STAIRWELL

000

2N1L-33,35

GENERAL ELECTRICAL NOTESA. IT IS ABSOLUTELY NECESSARY FOR ALL TRADES INVOLVED TO

COORDINATE WITH EACH OTHER AND VERIFY THAT THERE ARE NO CONFLICTS IN LOCATION OF DUCTS, CONDUITS, DIFFUSERS, BOXES, AND OTHER ITEMS THROUGHOUT THIS PROJECT BEFORE FINAL PLACEMENT OF MATERIALS.

B. ELECTRICAL CONTRACTOR IS RESPONISBLE FOR ALL CUTTING OF FLOORS, WALLS, CEILINGS, AND ROOFS TO PERFORM THE REQUIRED WORK DEPICTED IN THESE DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF HOLES TO THE SATISFACTION OF THE ARCHITECT/ENGINEER.

5


3E1H



3N1H


3N3L-14

3N3L-14

3N3L-14

3N3L-14

7

7

LEVEL3

SEATINGAREA

301

STAIRWELL

000

3N1L-29,31

KEY NOTES:#

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POWER & SIGNAL PLANS

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1/8" = 1'-0"1LEVEL 1 POWER & SIGNAL PLAN

N


PROVIDE COUNTERTOP PEDESTAL: LEW ELECTRIC FDN-300-A WITH (2) DUPLEX RECEPTACLES. COORDINATE EXACT LOCATION WITH ARCHITECT. ROUTE POWER DOWN THRU NEW COLUMN WALL & THRU UNDERCOUNTER SPACE.

PROVIDE NEW RECEPTACLE IN NEW CMU WALL AS SHOWN.

NEW FLOOR PEDESTAL: LEW ELECTRIC FDN-300-A WITH (2) DUPLEX RECEPTACLES. INSTALL PER MANUFACTURER RECOMMENDATIONS. EXTEND CIRCUIT FROM EXISTING (DEMOLISHED) NORTH WALL RECEPTACLES TO NEW PEDESTAL RECEPTACLES. ROUTE FEEDER UNDER NEW RAISED WOODEN FLOOR.

PROVIDE COUNTERTOP PEDESTAL: LEW ELECTRIC FDN-300-A WITH (2) DUPLEX RECEPTACLES. COORDINATE EXACT LOCATION WITH ARCHITECT.

PROVIDE WIREMOLD 3000 SERIES, GREY COLOR, WITH A 20A DUPLEX RECEPTACLE EVERY 3'-0" O.C. MOUNT UNDER WINDOW ALONG ENTIRE LENGTH OF WEST WALL AS SHOWN. PROVIDE (2) 120V CIRCUITS; CIRCUIT EVERY OTHER RECEPTACLE TO SAME CIRCUIT. PROVIDE (2) NEW 20A 1P BREAKERS IN PANEL INDICATED. EXISTING PANEL IS SQUARE D TYPE NQOD.

RE-INSTALL EXISTING WIRELESS ACCESS POINT. COORDINATE INSTALLATION WITH MSU. RE-USE EXISTING WIRING TO DEVICE LOCATION.

REPLACE EXISTING RECEPTACLE IN THIS LOCATION. EXTEND BOX AS REQUIRED FOR FLUSH MOUNT IN NEW WOOD WALL.

PROVIDE ROUGH-IN ONLY FOR FUTURE DATA. PROVIDE J-BOX W/ BLANK COVER PLATE AT +72" AFF & CONDUIT TO ACCESSIBLE CEILING SPACE.

NEW DOOR OPERATOR; REWIRE VIA ADA PUSHBUTTON ACTUATOR(S) AS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. RE-USE EXISTING CIRCUIT.

RE-INSTALL ADA ACTUATOR IN NEW STOREFRONT AS SHOWN.

1

2

3

4

N


5

6

7

8

9

10

No

.D

escri

pti

on

Date

OS

J

DD

D

P

P

EXISTING LTG CNTRL PNL 1NDME

EXISTING LTG CNTRL PNL 1NDM

EXISTING POWER PANEL 1N28CL

1

1

2

B1

B1E

B1

B1E

B1

D2 D2

D2D2

D2

D2E

D2

D2

D2

D2E

D2

D2E

D2

D2

D2

D2E

D2

D2ED2

D2E D2

D2ED2

3

4

5

4

W1

W1

EXISTING LIGHTING CONTROL STATION

1

W1

7

1S1H-2 1S1H-21S1H-2 1S1H-2

1S1H-2 1S1H-21S1H-2 1S1H-2

1S1H-2

1S1H-2

1S1H-2

1S1H- 2

1S1H- 21S1H- 2

1S1H- 21S1H- 2

1S1H- 21S1H- 2

1S1H- 21S1H- 2

1S1H- 2

1S1H-2

1S1H-2

1S1H-2

1S1H-2

1S1H-2

1S1H-2

1S1H-2

1S1H-2

1S1H-2

1S1H- 2

1S1H- 2

1S1H- 2

W2W2

W2W2

W2E

W2W2

W2W2

W2E

1NDME- 1

1NDME- 1

1NDME- 1

1NDME- 1

1NDME- 1

1NDME- 1

1NDME- 1

1NDME- 1

1NDM-8

1NDM- 7

1NDM- 7

1NDM- 7

1NDM- 7

1NDM- 7

1NDM- 7

1NDM- 7

1NDM- 7

1NDME- 1 1NDM- 7

1NDM- 7

1NDM- 7 1NDM- 7

1NDM-9

1NDM- 4

1NDM- 4

1NDM- 4

1NDM- 4

1NDM- 6

1NDM- 6

1NDM- 6

VESTIBULE

101

LOBBY

102A

WORKCORNER

102B

12EXISTING

POWER PANEL

1S1H

15

15

EXISTING CONTACTOR E1

1E1H-1

1E1H-1

1E1H-1

1E1H-1

1N1H-31

1N1H-31

1N1H-31

16

a

b

c

16

a

ALTERNATE 2: REPLACE (10) EXISTING LIGHT FIXTURES WITH 'W2' & 'W2E' FIXTURES AS SHOWN. BASE BID: (8) EXISTING FIXTURES TO REMAIN. PROVIDE THE (2) 'W2E' FIXTURES ONLY.

S2E6

1NDME- 1D1E

D1

D1E

D1

D1E

D1

D1

D1E

D1

D1

D1E

D1

D1

D1

D1E

D1

D1

D1

D1E D1

D1

D1

D1E

C1

C1

C1

C1

C1

A6

A22

A22

S1E

S1E

X18


2N1H

EXISTING POWER PANEL 2E1H

9

9

2E1H- 3

2E1H- 3

2E1H- 3

2E1H- 3

2E1H- 3

2E1H- 3

2E1H- 3

2E1H- 3

2N1H- 6

2N1H- 6

2N1H- 62N1H- 6

2N1H- 6

2N1H- 62N1H- 6

2N1H- 6

2N1H- 62N1H- 6

2N1H- 6

2N1H- 6

2N1H- 6

2N1H- 6

2N1H- 6

2E1H- 3

4

2E1H-3

2N1H- 6

2N1H- 6

2N1H- 6

2N1H- 6

2N1H- 6

A6

A8

A8

A8

A32

A12

A14A8

A6

A10

2N1H- 6

2N1H- 6

C1

C1

1NDM- 21NDM- 1

1NDM- 11NDM- 2

1NDM- 2 1NDM- 2

1NDM- 2

1NDM- 1

1NDM- 1

1NDM- 1

1NDM- 1

1NDM- 1

1NDM-3

1NDM-3

1NDM-5

1NDM-5

1NDME- 1

13

STAIRWELL

000

LEVEL2

CIRCULATION

202A

2E1H-3

2E1H-3

LEVEL2

STUDYAREA

201A

b

b

b

b

b

b

c

b

c

c c

c16

16

ALTERNATE 1: PROVIDE (2) S1E FIXTURES AS SHOWN. BASE BID: NO ELECTRICAL

WORK IN STAIRWELL

S1E

S1E

C2

C2

C2

C2

C2


3E1H


3N1H

9

9

11

10

10

3E1H- 3

3E1H- 3

3E1H-33E1H-3

3N1H-8

3N1H-8

3N1H-8

3N1H-8

3N1H-8

3N1H-8

3N1H- 8

3N1H- 8

3N1H- 8

3N1H- 8

3N1H- 8

3N1H- 8

3N1H- 8

C2

C2

14

LEVEL3

CIRCULATIONAREA

302

LEVEL3

SEATINGAREA

301

STAIRWELL

0003E1H-3

3E1H-3

ALTERNATE 1: PROVIDE (2) S1E FIXTURES AS SHOWN. BASE BID: NO ELECTRICAL

WORK IN STAIRWELL

GENERAL ELECTRICAL NOTESA. IT IS ABSOLUTELY NECESSARY FOR ALL TRADES INVOLVED TO

COORDINATE WITH EACH OTHER AND VERIFY THAT THERE ARE NO CONFLICTS IN LOCATION OF DUCTS, CONDUITS, DIFFUSERS, BOXES, AND OTHER ITEMS THROUGHOUT THIS PROJECT BEFORE FINAL PLACEMENT OF MATERIALS.

B. ELECTRICAL CONTRACTOR IS RESPONISBLE FOR ALL CUTTING OF FLOORS, WALLS, CEILINGS, AND ROOFS TO PERFORM THE REQUIRED WORK DEPICTED IN THESE DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL PATCHING OF HOLES TO THE SATISFACTION OF THE ARCHITECT/ENGINEER.

KEY NOTES:#

28342 PEBLOOMFIELD

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PLANS

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1/8" = 1'-0"1LEVEL 1 LIGHTING PLAN

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CONNECT NEW EXTERIOR LIGHT FIXTURE TO EXISTING EXTERIOR LIGHTING CIRCUIT AND CONTROL. EXISTING CIRCUIT 1S1H-2 IS CONTROLLED BY CONTACTOR E1.

BUILT-IN LIGHTING IN STUDY BAR PROVIDED BY OTHERS - SEE ARCHITECTURAL FOR DETAILS. PROVIDE POWER AND CONTROL CONNECTION AS SHOWN.

REMOVE (7) FIXTURES FROM EXISTING CEILING DURING DEMOLITION & REUSE / REINSTALL IN SAME LOCATION IN NEW CEILING.

REMOVE EXIT SIGN FROM EXISTING CEILING DURING DEMOLITION & REUSE / REINSTALL IN SAME LOCATION IN NEW CEILING.

RELOCATE EXISTING EXIT SIGN FROM EXISTING LOCATION BETWEEN DOUBLE DOORS, TO NEW LOCATION CENTERED ABOVE WEST DOORWAY AS SHOWN.

MOUNT LIGHT ON UNDERSIDE OF STAIRS.

NEW LIGHTING IN LOBBY TO BE CIRCUITED & CONTROLLED VIA EXISTING 120V DIMMING LIGHTING CONTROL PANEL. REUSE EXISTING FEEDERS OUT TO LOBBY TO GREATEST EXTENT POSSIBLE. SEE SCHEDULES, SHEET E0.2.

EXISTING LIGHTING CONTACTORS 'C2B' (CKT 2N1H-6) & 'CE2A' (CKT 2E1H-3) TO BE RE-USED.

MOUNT AT 8'-0" ABOVE LANDING. CIRCUIT WITH EXISTING STAIRWELL FIXTURE(S).

RE-CIRCUIT FIXTURE TO CORRIDOR EMERGENCY LIGHTING / NIGHT LIGHT CIRCUIT AS SHOWN.

EXISTING LIGHTING CONTACTORS 'C3A' (CKT 3N1H-8) & 'CE3A' (CKT 3E1H-3) TO BE RE-USED.

TYPE D2 LUMINAIRES IN WORK CORNER SHALL BE CONTROLLED VIA OCCUPANCY SENSOR.

TYPE C1 LUMINAIRES IN THIS AREA SHALL BE CONTROLLED VIA 0-10V PHOTOCELL.

TYPE C2 LUMINAIRES IN THIS AREA SHALL BE CONTROLLED VIA 0-10V PHOTOCELL.

PROVIDE FIXTURE WITH INTEGRAL EMERGENCY BATTERY BACKUP AS SHOWN ON LUMINAIRE SCHEDULE. PROVIDE NEW UNSWITCHED HOT LEG TO FIXTURE EMERGENCY DRIVER FROM CIRCUIT 1S1H-2 AHEAD OF CONTACTOR E1.

SEE DIMMING DETAIL 2 / SHEET E0.2.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

C. UNLESS NOTED OTHERWISE, LIGHT FIXTURES DENOTED AS EMERGENCY (BLACK HATCH) ARE BACKED BY BUILDING GENERATOR VIA EMERGENCY PANEL & CIRCUIT SHOWN.

15

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A. THE INFORMATION CONTAINED WITHIN THESE DRAWINGS IS INTENDED TO BE USED AS A PERFOMANCE-BASED DESIGN ONLY. A NICET LEVEL III OR IV CERTIFIED DESIGNER SHALL PROVIDE A COMPLETE NFPA 13, HYDRAULIC-CALCULATED DESIGN AND SUBMIT TO THE ENGINEER FOR APPROVAL.

B. ALL BUILDING AREAS SHOWN ON THESE PLANS ARE TO BE FULLY SPRINKLED TO PROTECT THE OCCUPANTS AND THE STRUCTURES. A COMPLETE NFPA 13 DESIGN IS REQUIRED.

C. FIRE PROTECTION CONTRACTOR (FPC) SHALL SUBMIT ALL SHOP DRAWINGS AND CALCULATIONS TO LOCAL AUTHORITY HAVING JURISDICTION (AHJ) AND RECEIVE APPROVAL PRIOR TO STARTING CONSTRUCTION.

D. COORDINATE THE LAYOUT OF ALL PIPING WITH EXISTING CONDITIONS PRIOR TO THE COMPLETION OF THE SHOP DRAWINGS. FIELD VERIFICATION REQUIRED.

E. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL THE SYSTEM SO THAT NO INTERFERENCES EXIST BETWEEN THE FIRE PROTECTION PIPING AND EQUIPMENT AND SYSTEMS INSTALLED BY OTHER DISCIPLINES.

F. CONTRACTOR IS TO BE RESPONSIBLE FOR FEES AND PERMIT COSTS RELATED TO INSTALLING THE SYSTEM.

G. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR FIELD FITTING PIPING AS REQUIRED TO COMPLETE THE DESIGN. NOT ALL PIPING OFFSETS AND FITTINGS REQUIRED HAVE BEEN SHOWN. THE CONTRACTOR IS TO VERIFY EXACT PIPING CUT LENGTHS AND DROP HEIGHTS.

H. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INCIDENTAL DEVICES, VALVES, SWITCHES, PIPING, ETC., TO ACHIEVE A COMPLETELY OPERATIONAL, FULLY FUNCTIONING SYSTEM WHETHER INDICATED ON THE DRAWINGS OR NOT.

I. ALL MATERIALS & INSTALLATIONS OF THIS AUTOMATIC FIRE SPRINKLER SYSTEM MUST CONFORM TO THE CURRENT EDITION (APPROVED BY THE AHJ) OF NFPA 13.

J. ALL SYSTEM PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI OR AT 50 PSI ABOVE THE SYSTEM OPERATING PRESSURE, WHICHEVER IS GREATER.

K. CUTTING, PATCHING OF FLOORS, WALLS, AND CEILING TO BE DONE BY OTHERS, BUT PAYMENT SHALL BE BY FPC.

L. THE CONTRACTOR SHALL INTERFACE WITH THE BUILDING FIRE ALARM SYSTEM IN ACCORDANCE WITH CODE REQUIREMENTS.

M. ALL PIPING SHALL BE TESTED WITH A HYDROSTATIC TEST OF NOT LESS THAN 200 PSIG AND ANY LEAKS FOUND SHALL BE CORRECTED. AT VARIOUS STAGES AND UPON COMPLETION, THE SYSTEM SHALL BE TESTED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND FIRE DEPARTMENT IN STRICT ACCORDANCE WITH NFPA.

N. PROVIDE SPRINKLER SYSTEM TESTING AND CERTIFICATION DOCUMENTATION FOR INCLUSION INTO THE PROJECT 0 & M MANUAL.

O. ALL DIMENSIONS AND EXACT UNIT LOCATIONS ARE TO BE FIELD VERIFIED. THESE DRAWINGS REPRESENT SCHEMATIC SYSTEMS.

P. ALL PIPING IN COLD ATTICS SPACES MUST BE PROPERLY PROTECTED.Q. CONTRACTOR TO SPRINKLER ALL COMBUSTIBLE CONCEALED SPACED PER NFPA 13, 2013

EDITION.R. MECHANICAL CONTRACTOR SHALL FIRE SEAL ALL PIPING PASSING THROUGH RATED

CONSTRUCTION.S. PROVIDE SPRINKLER GUARDS ON HEADS WHERE SUBJECT TO DAMAGE.T. PROVIDE SPRINKLER DEFLECTOR SHIELDS WHERE REQUIRED.

GENERAL FIRE PROTECTION NOTESFIRE PROTECTION LEGEND

LIGHT HAZARD

ORDINARY HAZARD (GROUP 1)

ORDINARY HAZARD (GROUP 2)

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NOTE:ADDITIONAL SPRINKLERS NOT REQUIRED AT STUDY BAR - MEETS REQUIREMENTS OF NFPA 13 8.5.5.3.1

HYDRAULIC DESIGN AREA:LIGHT HAZARDDENSITY: 0.10 GPM/1500 SQ. FT.AREA: 2100 SQ. FT.SYSTEM TYPE: WET



NOTE:MODIFY OR EXTEND EXISTING FIRE SPRINKLER PIPING AS REQUIRED TO SERVE NEW SPRINKLER LAYOUT, TYPICAL

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PROJECT INFORMATION R BARNARD HALL - LOBBY … · vr vwc vapor barrier ... vinyl cove base vertical verify verify in field vapor retarder vinyl wall covering w w w/ wb wc wd wdw wf

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