Plans (3) BUP2014 00159
ABBREVIATIONS PROJECT TEAM � � J�WNA , . u,r�
A E L R ;ti
< Angle E East L. Length R Riser `ASHINTON S UARE TOO
{RARt OREGON •e`
@ At EA Each LAB Laboratory R. Radius LANDLORD: MACERICH t t wv a 159 4
CONTACT:ERIC FONG � s$ �r
& And EF Each Face LAM Laminate f22A RetumAr
AB Anchor Bolt E.AGG Exposed Aggregate LAV Lavatory RB Rubber Base OF in
A/C Air Conditioning EJ Expansion Joint LB Lag Bolt RD Roof Drain
ACT Acoustical Ceiling Tile EL Elevation LDW Less Door Width REF Reference
ACOUS Acoustical ELEC Electrical L.I. Landscape island REFL Reflected Ph.360.699.5317
AD Area Drain ELEV Elevator LKR Locker REFR Refrigerator VANILLA SHELL IMPROVEMENTS ASSOCIATED ARCHITECT WESTERN DESIGN GROUP,INC fax.360.694.7818
ADD Addendum EAS. Edge of Slab LL Live Load REiNF Reinforced CONTACT:DAVID HARDISTER 2300 E.THIRD LOOP SUITE 110 U
ADJ Adjacent ENCL Enclosure LS Landscaping RESIIL Resilient VANCOUVER,WA 98661 W
ADJT Adjustable ENGR Engineer LT Light REQ'D Required F—
A.F.F. Above Finish Floor EP Electrical Panel LVR Louver REV Revise or Revision
AGG Aggregate EQ Equal RM Room ARCHITECT OF RECORD CONTACT: JONATHAN DUNN,ARCHITECT Ph.503.953.3134 U
ALS Area Light Standard EQUIP Equipment M R.O. Rough Opening IY
ALT Aluminum ES Each Side RWL Rain Water Leader JONATHAN DUNN 644 SE 52ND AVE. Q
ANDD Anodized EW Each Way MAIL Material RCP Reflected Ceitig tin PORTLAND,OR 97215
APPROX Approximate EDF Electric Drinking Fountain MAX Maximum Z
ARCH Architectural EXIST Existing MB Machine Biot
Ph.360.699.5317
AUTO Automatic EXP Expansion MC Mineral Core
A.F.C. Above Finish Ce�ir►g EXT Exterior MDo Medium Density Overlay CONTRACTOR: WESTERN CONSTRUCTION SERVICES
MECH Mechanical S ► fax.360.694.7818 0- ,Z�
2300 E.THIRD LOOP SUITE 110
B MED Medium SC solid Core VANCOUVER,WA 98661 = _
F MEMB Membrane SCHED Schedule Dispenser Z
SCD Seat Cover nser O
BC Bottom of Curb EZZ Mezzanine
BD Board FA Fire Alarm MFR Manufacturer SD Soap Dispenser
B.F.F. Below Finish Floor FAST Fastener MH Manhole SECT Section Z 00
BLDG Bituminous FB Flat Bar Mi Malleable Iron SH Semt doss Enamel GENERAL NOTES: PROJECT DATA
BLDG Building MIN Midmain 5H Shelf � i
S
BLK Block FBO Furnished b Others MIR Mirror #*V 0 ~
y SWiG Shea a
BLKG Blocking FD Floor Drain MISE s SHWR Shower
B.M. Bench Mark FDN Foundation� MO Masonry Opening SHT Sheet ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF TiGARD BUILDING LOCATION: 700 SE CLAY STREET Z Z
BM Beam MTD Mound Sim Similar THE CURRENT EDITIONS OF INTERNATIONAL BUILDING CODE,MECHANICAL, a- O
FEC Fre Extinguisher Cabinet >
B.O. Bottom of... MTL Metal sJ se�mtc Joint PORTLAND, OR 97214
FF Finish Floor s1 �� PLUMBING AND FIRE CODES.ANY BUILDING OFFICIAL,SUBCONTRACTOR W
BOT Bottom FHC Fire Hose Cabinet MULL Mutton
BRG Bearing FIN Finish MEDCAS Medicine Cabinet Sm Sheet Metal OR TRADESPERSON NOTING DISCREPANCIES SHALL NOTIFY THE DESIGNER
B.S. Both Sides d loo
SND Sanitary Napkin Dispenser IMMEDIATELY UPON DISCOVERY. A m
FL Floor R SCOPE OF WORK: DEMOLITION, DEMISING WALL & DRAWING INDEX s
BSMT Basement SNR Sanitary Napkin Receptacle, 3: a
BTWN Between FLASH Flashing N SPEC Specification 1. CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS BY STOREFRONT MOLLIFICATION
FLUOR Fluorescent e„
BUR Built-upePa Roof FO Face of --SS Square THE CITY OF TIGARD,AND ANY OTHER GOVERNING AUTHORITIES AS ® � g � Z_
BPW Bed Pan Washer FOC Face of Concrete N North SS Stainless Steel
FOF Face of Finish NA Not Applicable
S&V Stain&Varnish REQUIRED. N
C NAT Natural STA station AREA OF REMODEL: 2,550 SQ. FT. SHEET NUMBER SHEET TITLE
oM Face of Masonry STD Standard 2. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS
FOS Face of Stud NIC Not in Contract
I OR C Channel NO.OR# Number STK stock A0.0 COVER SHEET AND VICINITY MAP
Fors Face of rube section SHOWN OR IMPLIED ON DRAWINGS PRIOR TO THE START OF
CSBCatch Basin FRT Fire Retardant Treated NOM
Nominal STOR TL Storage CONSTRUCTION OR ORDERING MATERIALS,AND NOTIFY THE DESIGNER A1.0 SITE PLAN
CEM CR Contractor Furnished FTG Foot NTS Not to Scale OF ANY DISCREPANCIES. A2.0 DEMOLITION PLAN, CONSTRUCTION PLAN, Z 0
FT CONSTRUCTION TYPE: III-B SPRINKLERED
and Installed FURR Furring Nis Not"` ll SYS Symmetrical 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIES SUSP Suspended OCCUPANCY: A2 EXTERIOR ELEVATION & SCOPE OF WORK SUMMARY W
CG Comer Guard G INCLUDING ELECTRICITY NECESSARY FOR CONSTRUCTION. N W
C.B. Contractor installed only
Cl Cast Iron GA Gauge SPRINKLERED: YES
CLG Ceding 4. ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SiTE UNTIL !> W
CLOS Closet GALV Galvanized OA Overall T DISPOSAL.ALL DEBRIS IS TO BE DISPOSED OF IN A LEGAL MANNER AT A YEAR BUILT: 1985 O W
CLR Clear GB Gypsum Board OBS Obscure
CJ Contraction Joint GC General Contractor OC On Center TB Tread Bar LANDFILL OR RECYCLING CENTER.NO DEBRIS iS TO BE DISPOSED OF IN W CC
C.JT Control Joint
GI Galvanized Iron OD Outside Diameter TENANT WASTE CONTAINER.
T&B Top and Bottom �y
CMU Concrete Masonry Unit GL Glass O.F. Owner Furnished, TC Top of Curb h"""�
COL Column GL Glu Lam a.F.CJ. Owner Furnished. ,�( �y
COMP Composition GND Ground Contractor installed TEL Telephone 5. CONTRACTOR SHALL INFORM THE DESIGNER OF ANY AND ALL APPLICABLE CODE: 2010 OSSC n J yr
CONE Compostncrete GP Galvanized Pipe OFF. Office TEMP Tempered REQUESTED CHANGES.CONTRACTOR SHALL NOT PROCEED WITH v/
C.O. Concrete Opening GRD Grade OH over Head T&G Tongue and Groove REQUESTED CHANGES OR DIRECTIVES WiTHOUT PRIOR AUTHORIZATION (,�,) Z
CONN Connection GYP Gypsum veneer Piaster OPNG opening TJ Thick FROM THE DESIGNER AND A WRITTEN CHANGE ORDER. _ �•- O
CONST Construction GYP Gypsum Board aPP Opposite TJ Toon Joint
of Pavement 0 W
CONT Continuous os outside TPD ToTP �dett Pa Dispenser 6. CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN
CONTR Contractor H OR Owner Furnished TPD(S) Surface Mounted i"' < Z +
&Installed ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. _
CORR Corridor Toilet Paper Dispenser
CR Contractor Remov n HB Hose Bibb HC Hollow Core TV Television 7. ALL SUBSTITUTIONS MUST BE APPROVED BY DESIGNER,ALONG WITH z
Section
CRRR Contractor Removed, ,Q
Relocated&Reinste-ed HC Handicap Parking Stall P TW Top of Wall WRITTEN REQUESTS CONTRACTOR SHALL PROVIDE ALL INFORMATION
CS Countersunk HCWD Hollow Core Wood Door' TYp Typical REGARDING THE SUBSTITUTION IN QUESTION,INCLUDING COST. V
CS.J Construction Joint HDWD Hardwood PAR Para"
CSMT Casement HDWR Hardware PC Precast
PIP Poured in Place KI INSULATION, R OTHER FIRE STOP MATERIAL I d ® U
CT Ceramic Tde HM Hollow Metal U 8. SOLID WOOD BLOCKING, O S
CTR Center HORiZ Horizontal PJ Panel Joint TO BE PROVIDED,AS REQUIRED BY CODE.
Centerline HR Hour PL Property Line O
CW Cold Water H. Height P.LAM Plastic Laminate UNFIN Unfinished --1
MVAC Heating/Ventilati gl PLAS Piaster UR Urinal 9. CONTRACTOR SHALL PROVIDE SAMPLE OF FINISHES AND STAIN COLORS r
Air Conditioning PLYWD Plywood UNCUT Under Cut FOR APPROVAL BY DESIGNER.THIS INCLUDES INTERIOR AND EXTERIOR Z O
D HW Hot Water PR Pair U.W.O. Unless Noted Otherwise PAINT,AND GYP.BD.TEXTURES. Z t--
PREFIN Prefirnished
DBL Double 1 P.T. Pressure Treated V 10. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY
DEMO Demolish TD Paper Towel Dispenser VB Vapor Barrier OVER SCALE OF DRAWINGS.DO NOT MEASURE DRAWINGS TO DETERMINE
DEPT Department ID Inside Diameter(Din.) PTDR Combination Paper Towel VERT Vertical SHEET TITLE
DET Detail INSUL insulation Dk4mmser&Receptacle ANY DIMENSIONS.DRAWINGS ARE IN SCALE FOR PURPOSES OF DESIGN
DF Drinking Fountain
INT Interior PTN Partition VEST Vestibule AND INTENT ONLY.ALL DIMENSIONS SHOWN PLANS ARE FROM AND TO
DIA Diameter INV Invert PTR Paper rowel Receptacle vvFGY verity
Grath FACE OF FINISHES OR FROM AND TO CENTERLINE OF WALLS,UNLESS COVER SHEET
DIAG Diagonal IPS Iron Pipe Size PVC Poiyvihyl
DIM Dimension PVMT Pavement OTHERWISE NOTED.
DISP Dispenser J W
D.JT Deflection Joint 11. ALL FEATURES OF THE WORK NOT FULLY SHOWN SHALL BE OF THE SAME MY 017+LOAM
DL Dead JAN Janitor TYPE AND CHARACTER OF THAT SHOWN FOR SIMILAR CONDITIONS.IN THE
DMT Demounntable JT Joint W. West EVENT OF THAT ADDITIONAL WORK IS REQUIRED TO COMPLETE THE WORK AS VIR�b FOR CODE COMP ANC
DN Down JST Jost Q w west
DN Door nig K W/ with INTENDED OR REQUIRED BY GOVERNING CODES,YET NOT FULLY SHOWN OT(�,� t�,,.•-"
DP Door Opening
QT Quarry vie WC water Closet OR OMITTED BY IN THE DRAWINGS,CONTRACTOR(S)MUST STILL PROVIDE
W.D. Window Dimension FOUNDATION,CARPENTRY,MECHANICAL,ELECTRICAL AND OR/PLUMBING
DR Door KiT KitchenlDui WD Wood AS REQUIRED FOR CERTIFICATE OF OCCUPANCY,INCONSISTENCIES,OR Penult ; t
DS Downspout KD Kiln Dried tt
DSP Dry Standpipe WF wide Flange DISCREPANCIES.
DT Drain Tie WG w�egiass Adtisese; I � •C . REUSE OF DOCUMENTS
WH water Heater
DWG Drawing Suite I2 , This document,and the ideas
WOW window, 12. VERIFY ALL DIMENSIONS AND MFR.SPECIFICATIONS OF
0 Diameter or Rotund W/o without OWNER FURNISHED EQUIPMENT PRIOR TO CONSTRUCTION. "�` O3t and designs incorporated,as an
WP Waterproofing
instrument of professional
Ws Wainscot 13. CONTRACTOR RESPONSIBLE TO VERIFY LOCATION OF ALL PIPING,FIXTURES, service is the property of
WSCT Wainscot
WT weight WALLS ETC.NOTIFY TENANT OF ANY POTENTIAL PROBLEMS. Western Design Group, Inc.
WWF welded Wire Fabric OFFICE COPY and is not to be used, in whole
14. CONTRACTOR RESPONSIBLE TO ENSURE ALL FINISHES AND FIXTURES MEET ADA or in part,for any reason Without
CODES.
l� �I � �',,J the written authorization of
Western Design Group, Inc.
BIDDER DESIGN ELECTRICAL CRITERIA MECHANICAL, ELECTRICAL & PLUMBING
DATE ISSUE
a
DESIGN BUILD NOTES 7.15.14 PERMIT
1. ELECTRICAL DESIGN CONTRACTOR WiLL COORDINATE POWER,SIGNAL AND LIGHTING
��� �`�`_ � � SUBMITTAL
DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE ELECTRICAL 241
CODE, ENERGY CODE AND BUILDING CODE. 1. ALL MECHANICAL,ELECTRICAL AND PLUMBING WORK SHALL BE PROVIDED
UNDER A SEPARATE CONTRACT AND PERMIT.SUBMITTALS SHALL BE61:'°" '°�°� AIM
2. ELECTRICAL DESIGN CONTRACTOR WiLL REVIEW THE PROGRAM DRAWING DEFERRED. `' ju 'x' '� `r �' "
AND WILL MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCATIONS
AND REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE 2. IT IS THE DESIGN/BUILD CONTRACTOR'S RESPONSIBILITY TO CONFORM TO
REQUIRED AND MAINTENANCE RECEPTACLES. OWNER WILL DESIGN AND PROVIDE ALL APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION
FIRE ALARM SYSTEM AS REQUIRED,COORDINATE AND EXTEND FROM REQUIRED TO OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT.
BUILDING FIRE ALARM SYSTEM. OUTLETS SHOWN ON ARCHITECTURAL PLANS
(IF ANY)ARE MINIMUM REQUIRED AND MAY NOT INCLUDE ADDITIONAL OUTLETS 3. THE OWNER AND DESIGNER ARE NOT RESPONSIBLE FOR ADDITIONAL
REQUIRED BY CODE OR FOR MANTENANCE.OWNER TO SUPPLY ALL LOW VOLTAGE. COSTS INCURRED DUE TO DESIGN/BUILD CONTRACTOR'S ERROR,AND/OR =`
OMISSIONS.
3. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE
DESIGNER AND WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD 4. MECHANICAL CONTRACTOR RESPONSIBLE FOR ANY REQUIRED ENERGY 4k
CONTRACTORS. CALCULATIONS. r, f
4. ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO
j�
DETERMINE AND/OR CONFIRM THE LOCATION OF ALL DATA AND COMMUNICATION a ,
CONNECTIONS REQUIRED AND INCLUDE CONDUIT, BOX AND PULL STRING IN THE
REQUIRED LOCATIONS UNDER THE T.I.CONTRACT. " '
5. CONFIRM LIGHTING SWITCHING REQUIREMENTS WiTH OWNER ENERGY COMPLIANCE NOTES. a u£ ,. �`` '° ;, DRAWN BY DH
g ' {�'r s CHECKED BY JD
- ALL PENETRATIONS IN BUILDING ENVELOPE TO BE SEALED PER 502.4.3 OF THE OREGON ENERGY CODE.
6. CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ON ELECTRONIC
- ALL DOORS&WINDOWS ARE TO BE CAULKED,GASKETED OR WEATHERSTRIPPED.WINDOWS,DOORS AND STOREFRONT MUST MEET 502.4.1 AND
MEDIA,AUTOCAD RELEASE 14 OR LATER,TO THE DESIGNER FOR THE OWNER'Sk JOB # : 14-41 O�
RECORDS. 5.2.4.2 OF THE OREGON ENERGY CODE_
- NO CHANGE OR WORK TO THE EXISTING EXTERIOR INSULATION. ANY INSULATION DISTURBED DURING CONSTRUCTION TO BE REPLACED/REPAIRED `
7. ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY
TO EXISTING CONDITION.LABEL INSULATION PER 303.1.1,303.1.2 AND 303.1.4 OF THE OREGON ENERGY CODE. '"
ALL DEVICES, INCLUDING BUT NOT LIMITED 70:STROBES,ANNUNCIATERS AND
EGRESS LIGHTING, REQUIRED BY ALL APPLICABLE CODES.POWER AND - RECESSED LIGHTING ill THE BUILDING ENVELOPE MUST BE IC RATED MEET ASTM E 2$3. INSTALL PER 502.4.7 OF THE OREGON ENERGY CODE. SCALE: AS NOTE®
Sty
LIGHTING DRAWINGS INCLUDED IN THIS DOCUMENT ARE FOR DESIGN - EXISTING LIGHTS TO BE REUSED.
PURPOSES ONLY.ANY DEVICE REQUIRED BY CODE OR BY BUILDING OFFICIAL N
AND NOT INCLUDED IN ELECTRICAL DESIGN/BUILDERS BASE BID SHALL BE VICINITY MAP SHEET NUMBER
INSTALLED AT THE ELECTRICAL DESIGN CONTRACTOR'S EXPENSE. A080
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REUSE OF DOCUMENTS
�s *` This document,and the ideas
and designs incorporated,as an
instrument of professional
service is the property of
Western Design Group,Inc.
and is not to be used,in whole
or in part,for any reason without
the written authorization of
Western Design Group, Inc.
LAO
DATE ISSUE
7.15.14 PERMIT
,.. SUBMITTAL
10 `ir
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1
N
1 SITE PLAN
NOTE.THIS DRAWING IS FOR REFERENCE ONLY
DRAWN BY DH
CHECKED BY JD
JOB #: 14-4101
SCALE: AS NOTED
SHEET NUMBER
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DEMOLITION KEYNOTES
Q NOTE
1—
R M VEA EXI TING FL OR FINISHE U
W
REMOVE EXIS_TING ACT EIL1 U TIN D HAV RE ISTERS TIN F_
Z
1 3 EXISTINQ ELEQTRIGAL PANEL T REMAI W
7 R MOVE EXISTING DOOR.FRAME TO REMAIN Z
5 DEMO EXISTING GYP.BD.AND MTL FRAMING OL WRAP. Z
6 TIN MN WRAP TO REMAIN
1Q ® 7 EXISTING DEMISING WALL 0
a O 4 O �.
2 8 REMOVEMRTIO I R N W
9 EXISTING ACCESS PA L ND WATER ERIE HUT OFF VA T REMAIN Z 0
11 � � �
YP.BD.CEILjNQ FINISH.FftMIN TO REMAIN 0 x
11 DEMON NKING FOUNTAIN W
co
I ® 6" rQ 5 --------------_--------- Q _—_—,i i� n I 3 2 DEMO I LUM IN E AND ACCESSO IESZ
9 LU
m o
rL--- ,{ fn
_
LEGEND L Cn
U
_ _ -a, fJ W
g tiE
NEW STOREFRONT ,-� { , ' 9
MATCH(E)FINISH 1 e i �`�� EXISTING WALL TO REMAIN ® c Z
E== EXISTING WALL TO BE REMOVED '
II li
it t
I{ {i W
� EXISTING EXTERIORi i {
l'1 FINISHES TO REMAIN °I {i W Q
t I Ste„ O
O O
N w
__________
Q N
a INDICATES NEW NEW STOREFRONT t Q Q, 3 tV
TEMPERED GLASS PEYY OR. Cy
� J Z
)_ STOREFRONT ELEVATIONDEMOLITION PLAN N w O 0
r F-
0 CD
0 < _ ®
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CONSTRUCTION KEYNOTES `[ W W ~
Q NOTE
J r..
7 1 NEW DEMINNGWALLME'A'- 0 Z 0
NEW PAIR 14W0 S—TORIEFRORT DOOR.WATCH EXISTING BRONZE ANNOD.ALUM. --
FINISH.HARDWARE-OVERHEAD CONCEALED CLOSER,ADAMS RITE 3 POINT
NOPE OF WORK SUMMARY LOCESN,LOCK
®DIICTTOACTSTANDARD PUSH/PULL HANDLES,ADA
iIOM SWEEPSSHEET TITLE
1. STUB INTO PREMISES ONE 1.5" DOMESTIC COLD WATER LINE VIA COPPER PIPING TERMINATING IN U
3 EXISTINGNuscICALANEL AN PLAN DEMOLITION
i
A SHUTOFF VALVE IN THE PLENUM. TEST PRESSURE INSIDE PREMISES AND PROVIDE RESULTS a 5 NOT ED
SHOWING LINE HAS A MINIMUM OPERATING PRESSURE OF 50 PSI AND A MINIMUM OPERATING CONSTRUCTION
FLOW RATE OF 50 GPM. CO s NOT USEDPLAN
= 3 7 EXISTIN DEMISING WAL GCT N RM THAT CURRENT ALL MEETS 1 HOUR
2. STUB GAS SERVICE TO REAR OF PREMISES WITH SHUT OFF VALVE AND TEE. PIPING SIZE TO BE a P WALL ASSEMBLY PER DETAIL 4/A2.0. MODIFY WALLAS REQUIRED TO MEET 1 HOUR
BASED ON PRESSURE DISTRIBUTION AND LOCAL AVAILABILITY AND COORDINATED WITH TENANT'S Q w ® a
CONSTRUCTION MANAGER. GAS SERVICE MUST INCLUDE LOCAL UTILITY APPROVED PIPING WITH 1 --y--°—°--
A MANIFOLD SIZED AND READY TO RECEIVE GAS METER AND HAVE A MINIMUM OF 800,000 BUTS. 2 REUSE OF DOCUMENTS
3. CONSTRUCT NEW METAL STUD DEMISING WALLS FROM FLOOR TO UNDERSIDE OF ROOF DECK. 3
INSTALL 5/8" GYP. BD. ON BOTH SIDES FINISHED TO MEET THE FIRE RATING REQUIRED BY CODE A2-0 — — LEGEND This document,and the ideas
and designs incorporated,as an
AND IN PAINT READY CONDITION.
EXISTING WALL instrument of professional
4. IF NOT EXISTING, PROVIDE ONE-HOUR RATING FOR DEMISING WALL BETWEEN A06 & A05, _____. 17'-10 3/4* 6-10 1/2* 4 service is the property
NEW DEMISING WALL SEE WesternDesign Group,, Inc.
5. DEMO ALL OF THE PREVIOUS OCCUPANT'S IMPROVEMENTS IN THE ENTIRETY OF THE EXISTING ° and is not to be used,in whole
d or in park,for any reason without
SPACE A06 INCLUDING PARTITIONS, CEILINGS, FLOOR COVERINGS (INCLUDING ADHESIVE & the written authorization of
GROUT), ELECTRICAL CONDUIT, PLUMBING, MECHANICAL DUCTWORK, FIXTURES, AND EQUIPMENT. W Western Design Group, Inc.
BD
6. RAISE EXISTING DUCTWORK SERVING SPACE A07 TO ACCOMMODATE TENANT'S EQUIPMENT AND a
PROVIDE CLEAR CEILING HEIGHT OF 14'-0".
7. JET CLEAN SANITARY SEWER LINE SERVING THE PREMISES. DATE ISSUE
8. IF NOT EXISTING, PROVIDE ACCESSIBLE DOOR TO STORAGE ROOM. 7 7.15.14 PERMIT
9. INSTALL 2 X 4 FLUORESCENT FIXTURES IN STORAGE ROOM. SUBMITTAL
10. REWORK EXISTING SPRINKLERS AS NECESSARY FOR STORAGE ROOM.
11. CONFIRM EXISTING 200 AMP ELECTRICAL SERVICE IS CONNECTED TO PREMISES WITH 2" CONSTRUCTION PLAN
CONDUIT. IF NOT, INSTALL 2" CONDUIT WITH PULL STRING BACK TO BACK TO SWITCH GEAR. 2 N
CONNECT ADDITIONAL 200 AMP ELECTRICAL SERVICE IN ELECTRICAL ROOM TO SPACE WITH 2" 1/8"=1" --EwsrG ROOF DECK
CONDUIT WITH PULL STRING FROM ELECTRICAL ROOM TO PREMISES. —PREM 0-54 FOR DEFLECTION TRACK OR 54 MIL
PREMANUF.DEFLECTION TRACK
12. REMOVE EXISTING 7 'Ja TON HVAC UNIT ON THE ROOF. PURCHASE AND INSTALL THE SPECIFIED SCREW DEFLECTION TRACK TO BOT.OF ROOF DECK W/
TON HVAC UNIT, SEE ATTACHED SPEC. REMOVE THE EXISTING 4 TON SPLIT SYSTEM AND REPLACE (2) #8 SCREWS 916.O.C.
WITH A NEW 4 TON SPLIT SYSTEM LIKE FOR LIKE. CONFIRM THAT WEIGHTS OF THE NEW UNITS DO FIRE SEALANT
NOT EXCEED THE EXISTING UNITS BEING REPLACED. IF UNITS EXCEED WEIGHT OF EXISTING, BOTTOM OF EXISTING ROOF DECK
PROVIDE STRUCTURAL ENGINEERING AND FRAMING REQUIRED FOR NEW UNITS.
13. THE TELEPHONE CONDUIT RUNNING FROM THE DEMARC TO THE PREMISES MUST REMAIN - co = SCREW GYP BD TO DEFLECTION TRACK W/(2)#8 SCREWS
N
REMOVE THE WIRE AND INSTALL A PULL STRING.
14. INSTALL ONE PAIR OF STOREFRONT DOORS TO MATCH EXISTING DOORS AT SPACE A07. SCREW FIRST LAYER OF GYP BD TO STUDS ONLY.
--SOUND BATTS
6005162-33 METAL STUDS @ 16'O.C. DRAWN BY DH
--5/8"TYPE'X'GYP.BD.ON EA SIDE CHECKED BY JD
HILTi X-DNI POWDER-ACTUATED FASTENER W/ --------
WASHER AND 1"MIN EMBED 9 16"O.C.PLACE JOB # : 14-4101
FASTENER AS CLOSE TO STUD AS POSSIBLE
600T150-30 CONT.TRACK(UNO)W/#8 SCREWS(NS,FS)
SCALE: AS NOTED
--FIRE SEALANT
c DEMISING WALL SHEET NUMBER
UL#0305
4 WALL TYPE "A" A2 , 0