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AB ANCHOR BOLT HM HOLLOW METAL List O f Draw 'i n s
ACT ACOUSTIC CEIIJNG TILE HR HOUR
I AW AOJt1STABLE H-1 HEIGHT /� Project Manager Tenant's Consulting Architect W �h
AFF ABOVE FINISH FLOOR HVAC HEAP,NG, VENT, NR CONO. ARCHITECTURAL gCn
ALT ALTERNATE INSUL INSULAT01 --
ALUM ALUMINUM JH JUVCTiON BOX �' Bud Krueger Joseph Sidor - - ---- -
ARCH ARCHITECTURAL LF LINEAL FEET T-1 •,111a sheet
BJ BARJOIST LG LONG D-1 Demolition Floor Plan R.V.I. SidorCroup
9LK BLOCK LLh LONG LEG HORIZONTAL
BLK'G BLOCKING LLR LONG LEG VERTICAL
BM BEAM MASY MASONRY A-1 Floor Plan 4150 East Fifth Ave. 3768 Boydell Road
BRGBEARING MFR MANUFACTURER
BRK BRICK MEG" MASONRY O A-2 Plan Details & Schedules Columbus, Ohio 43219 Kent, Ohio 44240
BTM BOTTOM MO MASONRY OPENING
il
t
D
3 Plan aneas
CCENTER IU CENTER MTC METAL & Elevations
CJ GONIT�Oi JOINT NIG NOT IN COPITW�:T (614) 238- 5753 (330) 673-7748 �
CKT CIRCUIT NTS NOT TO SCALE
CLG CEILING O/C ON CENTER A-4 Wall & Fixture Details
COL COLUMN PL PLATE, PROPERTY LINE /� joesidor@sidorgroup.com
CoNC CONCRETE PR PAIR A-5 Schedules & Details
CONST CONSTRUCTION PT PRESERVATIVE TREATED
CONT CONTINUOUS RAD RADIUS Store Planner i
COWR CONTRACTOR PEINF REINFORCE (ED) (ING) A-6 Floor Finish Plans
CLCENTERLINE REP REPRESENTATIVE
CMU CONCRETE MASONRY UNIT REQo REQUIRED A-7 Reflected Ceiling Plan Denny Glassmire
CRS COURSE SF SQUARE FEET
DEM DEIr!!SING SPECS SPECIFICATIONS R.V•1•
DA DIAMETER STRUCT STRUCTURAL
DNI DIMENSION SSTEEL t Fifth A
DN DOWN SSS 4150 East Ave.
STAINLESS STEEL + i l
I oS DOWNSPOUT T/BM TOP of
t BEAD
DW DRYWALL TEMP TEMPERED FIXTURE PLANS Columbus, Ohio 4 219
DWGS DRAWINGS TG TRUSS GIRDER
EF EACH FACE T&G TONGUE AND GROOVE F-1 Fixture Plan �--
ELEC ELECTRICAL T/JST TOP Of' JOIST (614) 238- 5686 W
EW EACH WAY T/ST TOP OF STEEL
EXT EXTERIOR TOM TOP OF MASONRY
FIN FINISH TOS TOP OF SLAB
W
FM FACTORY MUTUAL TYP TYPK,AL 2
FR ARE RATED UNO UNLESS NOTED OTHERWISE In
FOOTING VT VINYL TILE z
GA GAUGE VCT VINYL COMPOSITION TILE 3
GALV GALVANIZED MMC VINYL WALL COVERING Vice President of Design Cr
GWB GYPSUM WALL BOARD W/ WITH
HC HANDICAPPED W/0 WITHOUT
& Construction _
.f
Scott Brownfield
R.V.1.
S-.
4150 East Fifth Ave.
SYMBOLS MATERAE Columbus, Ohio 43219
Q
{ EARTH FINISHED WOOD (614) 238- 5600 0 `
Pc>Rous Flu PLYWOOD W
Director of Store Asset Management DEFERIUn
POURED CONCRETE _`_" _ '-- RIGID INSULATION
L
Firc Sp �C
Ned! Berg Fire Alarm
CONCRCTE PCOCK BATT INSULATION R.V.l.
Mechanical
Plumbing
Eltetricat =-DBRIG Trui+Engineering' WD 41 0 East Fifth Ava
-Shop Drawing!
Columbus, Ohio 43219 CIJ,cr —
`' STEEL 'S 614 238- 5611
ROUGH WOOD •fie
Cwwract Ion Type d i C S
II
SECOON
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-1 �L_ DATE:
11 - 10- 05
1 JOB NUMBER:
ECF.VAI ION
riTy OF TIGAA4q , SG111_005
Approv
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For only the NONE
1 PERMIT NC r,,�v Q a.UOS-00(a 3
See Letter to
AarI ...... DWG. NUMBER:
RllM IDENTIFICATION
-1 SHEET WHERE ITEM IS CUI ' L
A10J 13I110
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DEMOLITION NOTES: II _
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1. GENERAL CONTRACTOR IS TO 8E RESPONS18LE FOR ALL DEMOLITION AND I I I1
REMOVAL OF EXISTING PARTITIONS, SOFFITS, DOORS, FRAMES, ANY MECHANICAL II I I i
AND ELECTRICAL EQUIPMENT, WALL TREATMENT, FLOOR COVERING, ETC., AS
NECESSARY FOR THE PROPER INSTALLATION OF THE STORE DESIGN. (UNLESS I I
STA'.ED OTHERWISE IN THE WORK SCHEDULE AND PER INDIVIDUAL '-EASE II
SITUATIONS). T( /- - - - I
2. THE GENERAL CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND II I I
SHALL NOTIFY THE ARCHITCCT OF DISCREPANCIES BEFORE PROCEEDING WITH I I I
DEMOLITION WORK. ALL WORK SHALL BE COORDINATED WITH THE DRAWINGS FOR I ��
NEW CONSTRUCTION. I I O
3. THE GENERAL CONTRACTOR SHALL BE RESPONS19LE FOR SHUTTING OFF �—
ELECTRIC-11Y. GAS, WATER, STEAM, SPRINKLERS, A qD OTHER SERVICES, INCLUDING I I l I I I
THE CAPPING OF PIPES AND CONDUITS IN ADVANCE OF DEMOLITION.
4. IN THE EVENT OF UNKNOWN CONSTRUCTION OR UNKNOWN CONDITIONS THAT AFFECT I !
DEMOLITION OR CONSTRUCTION, THE GENERAL CONTRACTOR SHALL IMMEDIATELY
NOTIFY THEARCHITECT, IN WRITING, DESCRIBING FULLY THE CONDITIONS
ENCOUN EE ED.
5. CAREFULLY REMOVE ALL MATERIAL DURING DEMOLITION. PROVIDE All
REQUIRED BRACING, SHORING, AND SUPPORTS TO MAINTAIN STRUCTURAL I
ADEQUACY OF EXISTING WORK DURING CONSTRUCTION. II I I I I z [
6. CONSTRUCT AND MA:NTA1N WEATHERPROOF PROTECTION AT ALL TEMPORARY I N [
OPENINGS IN BUILDING WHERE REQUIRED. II II tE
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7. AT THE CONCLUSION OF ALL DEMOLITION AND REMOVABLE WORK UNDER THIS I II 5C
CONTRACT, REMOVE ANY REMAINING DEBRIS, ALL EQUIPMENT USED FOR !I
DEMOLITION AND LEAVE THE AFFECTED AREA BROOM CLEAN. Fn- I
8. ALL SURFACES TO REMAIN (I.E. FLOOR, WALLS, CEILINGS) SHALL BE REPAIRED - _ _ _ — — —_ — J �—DASHED LINES DENOTE
FREE OF CRACKS, HOLES, ETC., FLUSH WITH AND TO MATCH ADIACENT SURFACE r ITEMS OF I I I II
TREATMENT. ALL SURFACES DAMAGED OR ALTERED DUE TO DEMOLITION OR NEW / CONSTRUCTION TO BE
INSTALLATION SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER. \ ? REMOVED J AS
/
SHOWN). I DEMO NOTE: DEMO NOTE:
9. WHERE EXISTING FIXTURES, FITTINGS, DEVICES, EQUIPMENT, ETC. ARE SHOWN TO 8E
REMOVED, Ill CONTRACTOR ALL EXISTING REMOVE ALL EXISTING
CONTRAC?OR SHALL ALSO BE RESPONSIB'_E TO REMOVE ANY LZ � �
-LA-BOXES, SUPPORTS, HIDDEN DEVICES, AND OTHER ASSOCIATED I - - -' - - - - - ", - - - - r- _-7-1 FIXTURES THROUGHOUT I CEILINGS THROUGHOUT
CONSTRUCTION ANY HOLES IN THE ROOF DECK OR SIMILAR SITUATION CAUSED BY IT - �- I , `- -J SALES AREA. REMOVE I EN 11RE STORE.
THE REMOVAL OF ITEMS IN THIS CONTRACT ARE TO BE PA'CHED -4D COVERED I I I I I I ALL DAVAGED DRYWALL, r I I w
PER LANDLORDS SPEC,,ICATIONS. -- ! I \ II IIS. �I I FLOOR FINISHES, WALL I I DASHED LINES DENOTE I I II
10. ALL DEBRIS REIIIIIJ 94'?IltA THE JOB SITE MUST BE CISPOSED OF IN AN —L / I J �I FINISHES, ETC. AND ITEMS OF Q
PREPA;.E EXISTING I I II CEJ
APPROPRIATE AND LAWFUI. .:�;NNER. L .T — J! C — 9 I ! SURFACES FOR NEW CONSTRUCTION TO BE I O 0
L�-1 F I� 1i �r I I FINISHES AS REQUIRED. I REMOVED STYP AS
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04,oo I JOB NUMBER:
SG111005
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ROOM NAME FLOOR ARSE aALI — CEILING -- 2'-6"
SALES AREA CT-1 V9-1 PAINT P-1 (SEW-MM FI MSH) TO- EXPOSED STRUCTURE PAINT P-2 - ' GENERAL NOTES:
CRT-i -0' AFF ol
ANT P-t (EGGSHELL FINISH) FROM
_\
-0' ro DECK. _ N 1. ALL WORK SHALL CONFORM WITH THESE DRAWINGS AND ANY PROJECT
VESTIBLAE MAT MAY Kao GLASS IN ALUMINUM FRAMING GYPSUM BOARD AT 14'-C' AFF PAW P-1
NOTES AND/OR SPECIFICATZNS.
V �-1 - — — ------- / m
LMJNCE VCT-1 118-1 PANT P-1 (SEW-GLOSS FINISH) AL-1-1 TIT e'-0' AFF. _' 2. THE CON'F.o .TOR SHALL FAMILIARILr AND CONFORM TO ALL GOVERNMENT
srocK 1411001111- P-S VB-1 PANT P-1 EGGSHf1l FINISH) EXPOSED sTRLJcn,RE PAINT P-2 N CODES, LANDLORD CRITERIA, AND ALI_ MANDATORY ADA REGULATIONS
111APEHNOusE _ _
RESTROOMS CT-3 — C8-1 cT-3 h rrc(, ACT-1 AT e'-c, AFT �-- , PERTAINING TO NEW CONSTRUCTION AND REMODELS.
--- -- - I JLJ
3. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN WORKMANSHIP
OFFICE cRr-1 VB-1 GYPSUM SCAM TO 4a' AST N/A / FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. ALL WORK TO
pAM P-1 (SEN-Gloss FIMSH) _
CORRIDORS VCT-1 VB-1 PANT P-1 (SEN-GLOSS FINISH) ACT-1 AT a'-(Y AFF. PAM P-1 AT SOFFITS I BE PERFORMED INA FIRST CLASS WORKMANLIKE MANNER.
�,W,V VCT_i V6_i PANT DRYWALL P_1 (SEN-GLOSS FINISH) DRwr�u AT 9'-0' AFF. _ I J 4. CONTRACTOR TO BE RESPONSIBLE FOR. OBTAININ; AND PAYING FOR ALL
L_._ FEES, PERMS fS, BONDS, INSPECTIONS AND APPROVALS TO MEET ALL.
APPLICABLE CODES, INSPECTIONS, AND GOVERNING AUTHORITIES.
MATERIAL SYMBOL MANUFACTURER— NUMBEF COLOR DEScRIPf10N
CARPET CRT-1 SHAM' 59359 CONCRETE INSTALL 1/4 TJRN 5. THE CONTRACTOR SHALL FURNISH A CERTIFICF.TE OF INSURANCE PRIOR
*GRAVEL TLE' #50781 - _ TO COMMENCING WORK. THE CONTRACTOR SHALT_ ALSO FURNISH ALL U fE
wm VCT--1 ARMSTRONG 51873 BRUSHED SAND EXCELON IMPERIAL TEXTURE 12` a 12-
WAIVERS OF LIENS AND CERTIFICATE OF OCCUPANCY PRIOR TO RECEIVING
- FLOOR ADHESIVE AS RECOMMENDED BY MANUFACTURERFINAL PAYMENT.
I `
TiLE ACRYLIC F"SH: SC JOHNSON WAX. COMPLETE „
WAX BEFORE Osw U . 0
_ FlXTNNGI � -�'"� 6. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND DIMENSIONS AT cn � •
FLOOR TS-T ARMSTRONG 75 DESERT SAND CARPET TO VC! rRRANsrrx7N ,�� THE JOB SITE AND SHALL TAKE ANY AND ALL MEASUREMENTS NECESSARY
uj
TRAWION TS-2 SCHLUTER SYSTEMS AETK_l eW T TO 61 c TILETRANSITIONAT VESTSULL �'x — TO VERIFY THE INTENT OF THE DRAWINGS AND PERFORM THE WORK U
STRIPS PROPERLY. ANY DISCREPANL ( HETWEEN THE DRAWINGS AND THE MEASURED ICV
vwY� �, „�� RI
75 DESERT S" 4' GA BASE (covin ar sTRAIGIIT) I DIMENSIONS OF EXISTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO Q M = E
BASE THE ATTENTION OF THE ARCHITECT. NO WORK SHALL PROCEED UNTIL SUCH
--- Ce-1 GAL T11E VILLAGE BLEND 6' INCH BASE (COVED)
PORCELAIN
-�— Lol
-
PANT P-1 _ SHERWIN WILLIAMS OCRE 0 MODERATE WHITE EC.SHELL i1M15H: REFER TU ROOM •`siSH SCFIEDULE DISCREPANCY HAS BEEN RECTIFIED. w = �
SEMIGLOSS FINISH LOUNGE. RESTROL%6. COLUMNS. / -� v J Lr_ o
CORRIDOR t OFFS 7. THE CONTRACTOR SPALL NOT DETAIL, ORDER, AND/OR FABRICATE ANY _
-__— _— _ ---- --- - 5'-f' 7" - -10" MATERIAL WITHOUT COORDINATING SAME WITH FIELD VERIFIED CONDITIONS. t/) 1_l._ -• Ur
P-2 SHERWIN WILLIAMS SWO053 PORCELAIN WHiTE FLAT - -- � THE CONTRACTOR ALONE IS RESPONSIBLE FOR THE PROPER FITTING .AND W CTI
P-3 PRATT & LAMBERT 1731 VIBRANT YELLOW SEN-CLASS FIWSH � CONNECTION OF NEW WORK TO EXISTING CONDITIONS.
P-4 SHERWIN WU AW SWO141 SOFTER TAN SEN-GLOSS FINISH - DOORS AND Fl AMES - -- --- (� J
—_ R 9. DO NOT SCALE DRAWINGS. DIMENSIONS GIVEN SHALL GOVERN. LARGE Q c z
P-5 OURASLOL OUR-SHIELD HIGH GLOSS PDLYURETHANE CONCRETE SEALER
C
_— SCALE DETAILS SHALI_ GOVERN OVER SMALL SCALE DETAILS. z uj
WALLCOVER WC-1 OLNEY M4420 MERIT COLLECTION VINYL MMLl1rOVERINC a �� I \ J
is 9. THE CONTRACTOR !S RESPONSIBLE FOR THE PREPARATION OF ANY AND
61. �� / I I ALL SHOP DRAWINGS NEEDED TO COMPLETE THE WORK OR TO OBTAIN Q a-
SU.iP' mXD AC7-1 ARMSTRONG WHITE' WWW F1s"EO COWEGA W"(:IARD /769 p. NECESSARY APPROVALS FROM THE OWNER AND/OR GOVERNMENT
ACOUSTICAL INDUSTRIES DNECnONAL 24' ■ 48' x 5/8', Sa1ARE CUT, (WHITE ON WFMTE)
TILE WITH 15/16• PRELUDE GRID AND LOCK-DOWN HIPS. / _ _ AUTHORITIES. ANY DRAWINGS NEEDED TO DETAIL WORK NOT SHOWN IN `n+O-
PORCF.AN CT-1 CROSSVILLE AV54 TUSCAN VILLA 12' x 12' — 4 THESE DRAWINGS BUT NEEDED TO OBTAIN SUCH APPROVALS ARE THE SOLE
TILE _--
-0" RESPONSIBILITY OF THE CONTRACTOR. F'-
PORCELAIN CT-2 CROSSVIILE— AV66 MINERAL BLACK 12' a 12'' SLGNBAND BACKGROUND TILE W
TIE \ I / C 10. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH THE V J
LANDLORD THROUGH HIS REPRESENTATIVE ALL WORK WHICH MAY CAUSE _
PORCELAIN CT_} au. TILE VO-07 VILLAGE BLEND a' x 12' BORDERS t CORNERS (FLOOR)
TILE OCRf 12' x 12' FIELD (FLOOR) Comg�" " INTERRUPTION TO THE EXISTING MECHANICAL, ELECTRICAL, OR BUIL DING
2- x e- DECORATIVE CRAW RAIL (WALL) ; 7" 11' S" SYSTEMS OR OPERATIONS. ADVANCED NOTICE MUST BE GI'/EN T( LANDLORDS
6' x 6' FIELD (WALL) REPRESENTATIVE FOR ANY WORK WHICH WILL INTERFERE WIT:4 TI,E FIRE
I i ALL WM MAPU GROUT IVOWYJ 39 - SAFETY AND SECURITY SYSTEMS WITHIN THE BUILDING.
FINISH SCHEDULES 11. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY DURING
THE ENTIRE 10THE
ADEQUATE PRECAUTIONS TO PREVENT DAMAGES INTTAKE
ANY WAY.
NO. VENDOR RESPONSIBILITYN0. VENDOR RESPONSIBILITY
� ��JJ 12. ALL FIREPROOFING THAT IS DAMAGED AS A RESULT OF THE NEW
I YVONNE WU.ER CARPE'6 AUL SRWE �u I CONSTRUCTION SHALL BE REPAIRED TO NEW AND SHALL MAINTAIN THE -IRE
SIGN CO. t MEDALLIONS INDUSTRIES
123 CYPRE7s ST. 395 SETTERLINE Dt6vF RATING AND INTEGRITY OF THE STRUCTURE.
0ON (61REYNOLDSBUK ON 4) M4-3924 3924 OH 43226 13. THE CONTRACTOR SHALL MAINTAIN THE EXISTING EXITS FREE OF v
q (740) 964-9559 67n w�-72-52 FAx —_ 10:1 -- — OBSTRUCTIONS AT ALL TIMES. THE CONTRACTOR SHALL AT ALL TIMES KEEP �Q
erROM�i MILL - — �7 ANF rArloR _ PORCELAIN TILE (cROSSVXIE) ;- THE JOB SITE CLEAR OF ALL RUBBISH AND BUILDING DEBRIS.
001 W00(MIRORKS SEE NOTE 1 BELOW IHAMILTON PJRXER I +
1063 LEO"'O AVENUE M 14. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL SUB TRADES. (J'�
439 DINNLAP STREET COLUMBUS, DH 43219 FL00 R P LAN � --J
I LAWARE, OH 43015 614) 358-7795 I 15, THE CONTRACTOR SHALL COORDINATE WITH THE LANDLORDS
740) M3-2525 614) &%-2315 FMREPRESENTATIVE ALL REQUIREMENTS FOR MATERIAL STORAGE ON SITE. Q
740) 343-4970 FAX --- I I OPALS ACCESS TO THE BUILDING SITE WILL BE REGULATED BY THE LANDLORDS
IT WILL MILLWORK 6 ADAM THOMAS PAME AND DATA ■ r—
ONE MAMUrACnxiWG 5 NOTF 1 BELOW AnETs SCALE: 1/4" =1'-0 I I REPRESENTATIVE.
EE j 1
' 4374 TLn1ER ROAD, X228 16. THE LANDLORD MAY REQUIRE THE CONTRACTOR TO POST A SECURITY
107 NSTTTUTE STREET OH A3017
ESTOWN, NY 14701 614 526-6506 BOND TO COVER CLEANING AND/OR MAINTENANCE WORK REQUIRED AS A
716) 664-2231 614) 761-3299 FAX RESULT OF CONSTRUCTION. PLEASE CONTACT LANDLORDS REPRESENTAT':VE
715) 664--1511 FAx
- I FOR MORE INFORMATION. Lij
Q U
-) — -
YVOME_ 17. ALL MATERIALS AND CONSTRUCTION METHODS USED IN THIS PROJECT Z _J
ALLELE FABRIC AWNINGS
NEE MOORS MUSIC ITEM
slaty co. (SUNELLA) MUZAK ARE INTENDED TO COMPLY WITH ALL APPLICABLE BUILDING, ELECTRICAL,
23 CYPRESS ST. 3318 LAKEMONT ROAD
RG. OH. . ALL. SC 297tS SAFETY, AND SANITARY LAWS IN THE STATE AND CITY WHERE THIS PROJECTRrYWXDSBU
43066 Floc) 731-3340 EXT IS LOCATED. BY BIDDING AND ACCEPTING THE CONTRACT FOR THIS PROJECT
140) 944-9550 301111 THE CONTRACTOR HEREBY ACCEPTS RESPONSIBILITY FOR CONFORMING HIS N
RO
Tw KEE'DGG FABRIC AWNWGS— 10 -HIiIS JONES -- -- FLOORPLAN ORNOTATt NO ADDTiONALQ CHARGE TO WHETHER
TOEOWN ON THESE DRAWINGS
OWNERc�
z
DL CITY #MR*#I ISUNBRELLA) ALARM SYSTEM
77 N. rOURTH STREFT 3480 W214TH ST 3
:OLUMBIA off 43215 AMRVKMI, OHIO 44126 44126 18. THE OWNER RESERVES THE RIGHT TO REJECT ITEMS INCORPORATED INTO o
` 614) 2:1-5404 440) 895-0229 2 THE WORK WHICH FAIL TO MEET THE SPECIFIED MINIMUM REQUIREMENTS.
814) 365-9420 FAX SCALE: 1/4' =1'-0" THE OWNER FURTHEF. LSERVES THE RIGHT AND WITHOUT PREJUDICE FOR
I OTHER RECOURSE TO MAKE ACCEPTABLE ANY NON-COMPLIANT ITEM SUBJECT
4 SIBIO UCHTING #0 ELECTRICAL 11 WVEY L.EUN MERIOR COLUMN COVERS TO AN ADJUSTMENT IN THE CONTRACT AMOUNT AS APPROVED BY THE
ELECTRIC LEUN AGENCY. AND BASES
15 WILLIAMS AVENUE OWNER.
UMF6.J5, OH 43212 20 MILL STREET
614) 421-3346 OH 43230 1 19. NO SUBSTITUTIONS FOR ITEMS SPEC;, IED WILL BE ACCEPTED WITHOUT
1 614) 294-7640 FAX 614) 478-5000 O PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. THE CONTRACTOR SHALL BE I
614) 478-51;5 FAX RESPONSIBLE FOR SUPPLYING ANY DATA OR INFORMATION REQUIRED BY THE
S INMAG 1 MARTIN �lOADNNG DOCK EQUIPMENT ARCHITECT IN ORDER TO MAKE A DETERMINATION OF ACCEPTABILITY. ANY
LL Y
AIsrRIEs I. M CORP sETRvtas I COSTS INCURRED IN OTHER TRADES AS A DIRECT OR INDIRECT RESULT OF
71% BROOKHAM AVENUE 175 NIII17 STONElow
CITYoff 43'21 R SUCH SUBSTITUTION SHALL BE AT THE CONTRACTORS EXPENSE. W
614) 811-2952 suITE 100 "
I c0. AT THE COMPLETION OF THE J09 PRIOR TO FINAL PAYMENT, CONTRACTOR � �-
614) 671-0854 FAX RMANTOWN, w 5=1
30'-0" SHALL PROVIDE ONE COMPLETE MARKED UP SET OF "AS BUILTS", AND ¢ �)
) 532- 9 — APPLICABLE WARRANTIES, OPERATIONS MANUALS, AND MAINTENANCE
INSTRUCTIONS.
APPROVED VENDORS LIST SEE DETAILS 2 & 3 5,1
ONSHEET A--3 FOR 21. PRIOR 10 COMPLETION OF WORK AND BEFORE TURNOVER TO OWNER, THE
NOTE: 1. "S) SLWPIAD BY OSW SEE RESPOWAWJTY SCHEDULE C.�fACT HEAL BERG 8' - 0" DETAILS. 3 -0" CONTRACTOR MUST THOROUGHLY CLEAN T,IF SPACE SO THAT IT IS READY
(614-258-5611) AT DSW TO COOROIATE PRODUCT DELIVERY. FOR—� FOR OCCUPANCY BY THE TENANT. ALL SURFACES MUST BE CLEAN ASD FREE
OF DUST, ALL WOOD POLISHED, FLOORS VACUUMED, GLASS CLEAN[ D, ETC. �
/ C/7
O O O � �� W
NO. VENDOR iT[M NOES O O
Id l
MIRROR — MOUNT AT }'-4' AFF 10 BOTTOM
1/4- POLISHED PLATE GLASS -- —_L - - U*
2 - ---- —.__. NANO DRYER #9-7W7 MDIUW CONTROLS AT 4F AiT TO BOTTOM l _
BEIGE
;fi" NIGH ADA v� _� O �
-` TOILETPAPER DISPENSER ----- MOUNT AT T=7r%Fs TQ cEtrTERUN[ o COMPLIANT COUNTER. �J C�-j
/e-2888 • 2'-a' FROM RFAN WALL
o PLASMA MONITORS BY C� d
Aw SOAP DO MC" -211 - MOUNT AT 3--4-=AFF--- TENANT.
cc�
AT 3'-0' A
&
GI
LEGEND
RAB %'% /OHO-34 W= BAR- MINT FF _
DLA Mac r FROM COW" _ _ — � -- ----- - o
1 ---- -- a ------- --
GtMB SARs /FF.:^.-42 SIO! BAR- MIOIJVi AT }'-0' AFT EXISTING CONSTRUCTION
WO
ON Hr L% 12' FROM CORNER TO REMAIN
�\ _=_3 EXISTING CONSTRUCTION SRN BY:
EFT __ moms rWIMICIL--�19 �1--- r____
TO BE REMOVED
JCS
AN i
:ygyy, POPKIIGNRVix -—-
� �� CONSTRUCTION
OODLES AP41RTiTC11S TO BE- o (� NEW DATE:
-
r PSA- MOIL W/ ss. HOWR
10- 2005
— Rp aTERs TO aE ---- —- - --- -- —
1- 1/0 ?Oak Rlwuy D — ---
E MOW NM10N DISPOSAL MOUNT AT 1'-7' ATT --
N LNa-270 coNT — -- -- WALL TYPE JOB NUMBER:
e — FLOOR DRIW - ---_�-— REFER 1n 1*tA1SING 1NMMI/OS C C�1110 0 0
01 DOOR NUMBER
—`
I _
9 —STJt1►OARET 1�." CLOW- MADEM 1 WHITE --" S7L1 H4EIGNT tb � 1'-4' ANT
a.L7sH .:�
SCALE:
' I I 1114 ROOM NUM3ER
_ N_O I E D
ro STAIIONIlO - WAs►NeRoaL68o+.olo MMINIT OHM
Fi A
M -i
IELEVATI N DWG. NUMBER: -- —
1 0
11 sUIaNO - S O- - IEC"m RYlf35- M1SI41 RY AT 7'-'0' ANT
W/ mm mcET- SEE wo s�Ecs FLOO k( LAN 1 SECTION
12 M/Y c11MMKii4G TA'11.f -�-__^ IbIMT Rel A. 2'-10'AFT
1� 3 DETAILS ---
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A-
18MrE CORAN SEEDLESS "ATT AHO RM'.
F1ar31Ff--- .-- AOA PANEL TO BE FORMA r'?04-56 WANIIS31FD RAZE MATTE nW-
I --
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S
xs
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t. SOME SYMBOLS MAY NOT 13E USED. - -- -
pT Geit� z. MOUNTING HEIGHTS ARE TO TOP. PLAM) COUNTERTOP
.:
/TN FLP DOORS ATO MARY IfErPAO
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--- PTA MOUNTED - --- I ( I I rl I NOTE: ALL KITCHEN CABINETS,
DUPLEX RECEPTACLE 20•
AND COUNTERS
�• �i DUPLEX RECEPTACLE. FLOOR
PC 701E7t -- 3,-a" 5 WAVER IDLIIABIF 1C QUADRUPLEX (DOU&f DUPLEX) RECEPTACLE. ISOLATED GROUND 2C' �/
— - PC 10 � FIf CAAIFT DATA OUTLET zo' = SHAH BE SUPPLIED BY GC.
I
COUNTER
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COLUMN MOUNTED 54' - o EFRIG.
I i Cm LIT
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VOICE/DATA OUTLET 20-
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TI6iL t1QTING I I I SH&L BE SUPPLIED 9Y TENANT Q cn Q
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Ho CASH OFFICE LAYOUT 3SOE
SCALE: I/4" 1 -0 A /4 =1 -C' -
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---- - _ Sam cow" I � I No SCALE
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41
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h i
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THE .Iu To Tlf wn OF Tw OFFICE B E I ON WALLS AS
--J p INDICATED. LAVI t TD1 CL
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t _ II N) I rz
ELEVATIONS & DETAILS
J _
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OIFEA W F I N VOL1AQ
9 MAW — n10 sEplwaE ca�outs 1 / / z
12'_x12' OFFICE ELECTRICAL.. PLAN 5'-a" 7" � -10" 6' CERAMIC TILE BASE 2'-B' � 3'-t• V-,' 1'-6Ctf
• Q
T ELEVATION A
4 I NO SCALE
PROTOTYPICAL
2 _MANAGERS OFFICE LAYOUT
i I
SCALE: 1/4' =1'-p" _
4'-fir CERMIIC TILE WALL
FT 4SH TO 4'-2' LTJ
Q A.F.F.- TYP. ALL
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NOTE: AWA
r C
TO BE REMOVED I - e HAVE A MINIMUM OF
r� CA
NEW CONSTRUCTION -- _� I i P � TO EACH
r SIDE OF THE SM DATE:LIE
" _ 11 - 10- 2005
_ _
A AS — JOB NUMBER:
ytiio WALL TYPE AOA REgUREIIFMTSR
2'-„j• 6• CERAM Tr<F HAM 6' CERA E 5 G 111005
DOOR NUMBER ELEVATION C TLE BAS
,F ELEVATION D
1 114 ROOM NUMBER No Sri�E SCALC:
N 0 '
t 1� ELFVA71ON� DWG. NUMBER:
t
SECTION RESTROOM RESTROOM
FLOORPLAN DETAILS 4 EI-EVATIONS & DETAILS
DETAIL/WNTIFICATION SCALE: 1/4' =1'-0” SCALE: 1/4" =i'-U"
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5
i
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20 GAUGE STEEL /
_
�. ;;• CHANNEL, BENT FOR � UNDERSIDE OF z '� STRUCTURE
URE ABOVE
TIGHT FIT TO LOOSE STRUCTURE " GYP. TO DECK
. 3-5/8' 25 GA. M.S.
SET METAL STUDS "° S/8 EFRAMING ® 8'-0" O.C. \T� // ACOUSTICAL TILE CEILING
SALES AREA SIDE. TO DECK ABOVE.
F----DRYWALL SCREWS L _
W OR 6" 20 SHALL NOT INTERFERE -
T
"4 �� 4 GAUGE TOP PLATE WITH ROOF AT FULL ✓ E . -- TT
HORIZ. BRACE BRING GYP. BD TC UNDERBID=
1. FLUOR & CI_ILING RUNNER NOT SHOWN) - 25 M_', (MIN) GALV STEE'_ 1 !N. HIGH, RETURN LEGS 3-5 8 DEFLECTION 8 8 -0" G.C. OF CEILING.
r ( ) A„OUST. TILE CLG. -� -
IN. WIDE ,4IIN), ATTACHED TO FLOOR AND CEILING Wlit, FASTENERS 16 IN. O.C. / 5/8" DRYWALL " " r 2" SOUND ATTENUATION r APPLY L" BEAD AND FINISH,
3-5/8 OR 6 METAL
(DO NOT SCREW TO ' + MAY OCCUR. "• ------ BLANKET =� I
i 2. STEEL STUDS- 3-5 8 WIDE (MIN), 1-1/4 IN EGS, 3/8 u: RETURN, FGRMED Or 25 MSC (MIN) GALV TOP STEEL CHANNEL) STUDS AT ?.�" o.c. 2" SOUND ATTENUATION BLA,IKET f
41. 0 16" O.C. -5/8", 25 GA. METAL STUDS
y STEEL MAX STUD S ACING 16 IN. O.C. / 6", 20 GA. METAL STUDS ��
s, 3. BATTS AND BLANKETS- (OPTIONAL) - MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILL- G, 5/8' GYP. 0 16" O.C. -
ING STUD CAVITY
SEE BATTS AND BLANKETS (BZJZ) CATEGCRY FOR NAMES OF CLASSIFIED COMPANIES. 5/8" GYP. BOTH SIDES
4" VINYL BASE
U
" " VINYL BASE
4. WALLBOARD, GYP:)UM- 5/8 IN. THICK, a FT WIDE, ATTACHED TO STEEL STUDS VID FLOOR AND CEILING / WALE TYPE 2 DETAIL BY TENANT) Z
TRACK WITH 1 .W. LONG, TYPE S SELF-TAPPING STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD 1 1 L. - ( )
AND 12 IN, O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSffE � FLOOR LU_
SIDES OF THE ASSEMBLY. TOPE PLATE DETAIL �— I FLOOR i w .z'
CANADIAN GYPSUM CO., LTD.- TYPES C. SCX, SHX, WRX. U l�
GEORGLA-PACIFIC CO`_' GYPSUM DIV TYPE GPFS-C.
> C`�I Q�
PABCO GYPSUM CO.- �� F.;-C. WALL TYPE [1 ,, (NON RATED PARTMIOW WALL TYPE [3] (TYPICAL INTERIOR PARTITION) �L co <
U.S. GYPSUM CO. - TY S C, FCV, 1 PX2, SCX, SHC, SHX, WRC, OR WRX. Of
5. JOINT TAPE AND COMPOUND- VINYL, DRY OR PRE6IIXED JOINT COMPOUND, APPLIED IN TWO COATS TO (U) u- T w
JOINTS ANG SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL �-�- d
JOINTS. AS AN ALTERNATE, NOMINAL 1� 32 IN. THICK GYPSUM VENEER PI ASTER MAY BE APPLIED TO THE CI'
ENTIRE SURF,%CE OF C14SSIFICD VENEEER PtcEBOARD. JOINTS REINFORCED.
*BEARING THE UL CLASSIFICATION MARKING NOTE: ALL WALL TYPES & DETAILS THIS PAGE ARE � Q CIO Z
DESIGNED FOR 5 PSF. F- <
---� _ w o
l 4
WALL_TYPL_ 2 DETAIL
> , 0 �
SCALE.
KNE � � � �
TYPICAL NONBEARING 1-HOUR O
WALL SECTION QESiGN No. U465 _
�STRUCTURE ABOVE -- CJS
,E
FIRE STOP 0 8'--4" O.C. �- STRUCTURE ABOVE
-� 5/8" GYP. BD. CLG. / N
0 9'-0" AFF / ACOUSTICAL TILE .EILi �G
^ra MAY OCCUR.
LL 3 1/2- SOUND ATTENUATION
B LAN K ET
._ 6", 20 GA. METAL STUDS
0 16" O.C. EXISTING CONSTRUCTION
5/8" TYPE "X" GYP. BD. Y L EXIST. 5/8" GYP, BD.
PATCH & REPAIR AS REOD. (�
C 4" VitJYL BASE / 4" VINYL BASE (f)
(BY TENANT)
FLOOR -
FLOOR L
SIDE PANELS
WA. 7062-60 WALL TYPE L CONE . DEMISING PARTITION) WALL TYPE L4 , MdTERIOR PARTITION
CONGO SPRUCE
pa liq 111111111::z::1:::F
— U.L. DESIGN NO. U 455
su+TWALL
FUSION MAPLE I z
WA. 7909-60 WITH PLATE GLASS
ALUMINUM INSERTS I MIRROR ON 3/4' PARTICLE
AT 6" O.C. BOARD V)
8 8'-0" _ 8'-0" 8'--0" 8" 3
STRUCTURE ABOVE
3--5/8" 25 GA. M.S.
FRAMING 0 8'-0" O.C. ACOUSTICAL TILE CEILING
TO DECK ABOVE.
2 HANDBAG DISPLAY DETAIL — �_IT-FIT II
BRING GYP. BD. TO UNDERSIDE
SCALE.: 1/4'= 11-0. OF CEILING.
APPLY "L` BEAD AND FINISH.
r� 2" SOUND ATTENUATION BLANKET
--- 6", 25 GA. METAL STUDS
0 16" C.C.
V
r--- 5/8" GYP. BD.
L -- 6" SASE (SEE FINISH
SCHEDULE).
FLOOR I -- C�
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WALL. TYPE ! (INTERIOR PARTITION)
BRUSHED ALUMINUM —
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SIDE. PANELS SIDE PANELS O
BRUSHED ALUMINUM r � L�
WA. 7062-60 VALANCE WA. 7062-60 1" X 6" OAK RIM CAP �
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/ DATE:
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EMBED IN CONC. SLAB
HANDBAG DISPLAY DETAIL
c J09 NUMBER 1
3-5/8", 25 GA. METAL STUDS SG 11005
SIATWALL DURON KICK PANEL I PLATE GLASS SCALE: 1/4"- 1'-0" ® 16 O.C.
FUSION MAPLE WITH P.L.WA 7062-60 1�'IRROR ON :S/4` PARTICLE I
BOARD
5/8" GYP. BOTH SIDES SCALE:
A WA 7909-60 WITH
NOTED
ALUMINUM INSERTS /- ---
AT 6" 0.C. _ HANDBAG DISPLAY DETAIL 4" VINYL BASE
7 ' (BY TENANT)
J — — FLOOR DWG. NUMBER:
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M FINISH SCHEDULE D O 0 R D E T A I L S i " '
RM ^NAME
FLOOR BASE - - WALLS %�E;LING — REMARKS
NORTH EAST SOUTH WEST MATERIAL HGT ��
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3 O1 SALES AREA _ • • • • • • • • • • ® • 12'-0" NOTE J1,2 U) uj
02 STOCK ROOM • • • • • • • • • 0 • • EXIST. _ NOTE #3 - - N.M. DOOR FRAME W �
03 HALLWAY - - • - O • Is • • • • - • • • • • • • 9'-0' NOTE #2 H.M. DOOR FRAME j Q C14 Of
- 5/8" GYP. 8D.
04 MENS ROOM • • • • • • • 0 • • • • • • • 8�-0" 5/8" GYP. BD. 3 5/8" STEEL STUDS
05 WOMENS ROOM • • • • • • • • • • • 010,40 • 8'-0" 3 5/8" STEEL STUDS 0 16" ON CENTER
06 CORRIDOR • • • • • • • • • • • 9'-0" 0 16" ON CENTER
07 JANITORS ROOM • • • • • • • • • • • 9-O"
tjj LTJ G 0
08 BREAK ROOM ----- • - • • • • • • O _ • • • 9 -0 - — -- Cly I0 z
09 - MANAGERS OFFICE • • • • • • • �+ • • • e'-p• _ JAM B 02 HEAD/JAMB 01 Z ;]s = z
Lu tU —�
ROOM FINISH NOTES: —' -d' v w '
- 2" 1/2" Q
1. ACOUSTICAL CEILING AT 12'-D" DR MAX. ALLOWABLE TO CLEAR STRUCTURE.
� LJJ
- WOOD BLOCKING 1 1/2 /4" fro
2. NEW 2X4 PARABOLIC LIGHT FIXTURES W/ ENERGY SAVINGS BALLAST.
R � `n /
3. PAINT DECK AND STRUCTURE. � r` -
rn
a
4. EXISTING WALLS TO BE UPGRADED TO 1-HR. RATED CONSTRUCTION. ,n
M �
OD —
Ln (i7
110
H.M. DOOR FRAME
4 — I TWO LAIERS ;F HARDWOOD
D 0 0 R A N D F R A M E S C H E D U L E TRIM - STAIN
5/8" GYP. BD. ON �
- — -- — 3 5/0" STEEL STUDS 5/8" GYP. BD. I ��
DOOR - FRAME 3 5/8" STEEL STUDS
® 16" ON CENTER
MAARRK FROM SIZE TYPE MATERIAL INSUL GIAZ!NG VB MATERIAL TYPE HEAD JAMB SILL LINTEL HDWR FIRE REMARKS AT 16" ON CENTER --J
SET RATING
W H T 2 HOUR RATED ASSEMBLY C ! I 1
001 SALES AREA TO EXIT 6'-0" 7'-0" 1-3/4" A ALUM N TP --- ALUM F2 H6 J6 ALUM STL - NO EXIST. DOOR & FRAME- NEW BEST HDWR.
001 SALES AREA TO EXIT 6'-0" 7'-0" 1-3/4" A ALUM N TP --- ALJU F1 H6 J6 ALUM STL - NO REMOVE EXT. HDWR.
003 SALES AREA TO EXIT 6'-0" T-0" 1-3/4" A ALUM N TP --- ALUM F1 H6 J6 ALUM STL - NO REMOVE M. HDWR. JAMB HEAD 04 HEAD JAMB 03
004 SALES AREA TO STOCK ROOM 6'-0' 7'-0" 1-3/4- F MFJ N --- --- STL F3 H1 J1 --- --- MFJ NO ELIASON IMPACT DOORS / _ _ / (f
005 STOCK ROOM TO EXIT 3'-0" 7'-0" 1-3/4" D HM Y --- --- HM F1 H6 J6 ALUM STL H-1 NO EXIST DOOR k FRAME- NEW HDWR.
006 STOCK ROOM TO EXIT 8'-0" 8'-0" 1-3/4" G HM N --- --- HM F1 H6 J6 --- STL EXIST NO EXIST DOOR do FRAME- NEW SUDEBOLTS 5/8• 7 5/8" 5/8" z
AM
007 MENS ROOM TO HALLWAY 3'-0" 7'-0" 1-3/4" C HM Y --- --- HM F2 H1 J1 --- --- H-5 NO ---
008 WOMENS ROOM TO HALLWAY 3'-0` 7'--0" 1--3/4- C HM Y --- --- HM F2 H1 J1 --- --- H-5 NO C.M.U. 1 1/2" 1/4" V)
- / _ _ --- WOOD BLOCKING S.C. WD. DOOR I c�
009 HALLWAY TO CORRIDOR 3'-p' 7'-p" 1-3/4' C HM N - --- HM F2 H1 J1 --- --- H-1 YES 20 MIN. RATED DOOR AND FRAME 5/8" TYPE "- 1/2" -STAIN
GYP. BD. — SEE STRUCT Q
010 JANITORS ROOM TO CORRIDOR 2'-0' 7'-0" 1-3/4" C HM N --- --- HM F2 H1 J1 --- --- H-6 YES 20 MIN. RATED DOOR AND FRAME FOR LINTEL cn
�
.x -- GLUED TO C.M.U. _
EAD
O11 BREAK ROOM TO CORRIDOR 3'-0" 7'-0" 1-3/4" C HM N --- --- HM F2 H1 J1 --- --- H-6 YES 20 MIN. RATED DOOR AND FRAME SEE FINISH SCHED. ® H --
--- --- - - --- s
012 MANAGERS OFFICE 10 CORRIDOR 3'-0' T-0' 1-3/4" C HM N HM F2 H1 J1 H-7 YES 20 MIN. FATED DOOR AND FRAME
— --- ---
013 CORRIDOR TO EXIT 3'-0' 7'-0" 1-3/4" D HM Y HM Ft H6 J6 ALUM STL H-1 NO NEW DOOR, FRAME do HDWR. MASONRY TIE N
p; "
04
1. CONTRACTOR iS TO COORDINATE ALL DOOR AND DOOR HARDWARE REQUIREMENTS. THE CONTRACTOR IS TO ESPECIALLY NOTE: ALL DOOR HARDWARE SETS INCLUDE SELF-CLOSING � Q. Q.
S . NOTE DOOR UNDERCUT REQUIREMENTS REGARDING THE SPECIFIED THRESHOLD HEIGHT. SEE SPECIFICATIONS FOR DOOR DEVISES. H.M. DOOR
AND HARDWARE REQUIREMENTS. FRAME 5 3/4" - HARDWOOD
TRIM - STAIN tI
I
ALL DOOR HARDWARE MUST ACCEPT BEST CORES -- 5/8" GYP. EL. N
( ) 3 5/8" STEEL. STUDS
REFER TO DOOR SCHEDULE FOR ADDITIONAL HARDWARE NOTES NOTE: PROVIDE BULLNOSE JAMB BLOCKS
SLT -- -- SET 0N' UNFINISHED SIDE OF C.M.U. WALL (TYPICAL) AT 16" ON CENTER
H--1 1 EXIT PANIC DEVICE WITH ALARM H-4 HARDWARE ALUMINUM DOOR MANUFACTURER: C7 � F-
(VON DUPRIN GUARD-X SERIES 2670) 1-1/2 Pit BUTTS, NONFERROUS NRP, U 26D
1-1/2 PR HEAVY DUTY BUTTS HAGER BB 1279 1 PUULL, KAWNEER CO-9, OFFSET PULL_, U 32D _—A_ ZZ C/ �
U� O
4.5 x 4.5, U 26D 1 PUSH, KAWNEER CP-1 1, PUSH BAR, U 32D HEAD/JAMB B �, HEAD JAMB 01
/ 'u / CY_
1 CLOSER, LCN SMOOTHEE 4040, ALUM. 1 CLOSER, LCNB 4040 SERIES, ALUM.
,. 1 SET WEATHERSTRIPPING HAGER 892SA V-84 �-
1 DRIP CAP: HAGER 810SA-3FT - -
i THRESHOLD, HAGER 520511 V-3FT H-5 1-1/2 PR BUTTS, HAGER BB 1279 4.5 x 4.5, U 26D
1 CLOSER, LCN SMOOTHEE 4040, ALUM. 3'-4" (R.O.) 3'-8"
1 DOOR SWEEP: HAGER 770SA N-3FT 1 KICKPLATE, ROCKWOOD 8" x 34" x .050", U 32D 40
1 DOOR VIEWER: TACO TA331OPC (MOUNT AT 5'-0- AFF 1 FLOOR STOP ROCKWOOD 422, U 32D 6'-0" 3'-0" 3'-0" 3'-4" -H.M. FRAME Cin 4
DOOR /003 ONLY) 1 EA. SIGN, RdCKWOOD MEN BF 687, BLACK, WITH 4" HEAD
ONE WAY VIEWER (=D
---
+. OR ROCKWOOD
W M N BF 88. BLACK
GREY ? I—
3SILENCERS, / \ (WHERE REQUIRED)
H-2 1 PADLOCK - BEST 11B SERIES 16" X 20" LOUVER
VERIFY SHACKLE LENGTH WITH PADLOCK HASP USED. " Cn
H-3 1 CYLINDER OUTER DOOR ONLY o o o j
C_G
REMAINDER OF HARDWARE BY DOOR MANUFACTURER: _ _ "` ^ ^
I-1 '2 PR BOLTS IE 66 H 181 U 26D H-6 1-1 2 PR BUTTS, HAGER BB 1279 4.5 x 4.5 U 26D DRN BY:
/ FRAME r_ ROFI_L__ES _
2 PULS, KAWNEER CO-9, OFFSET PUII., U 320 1 PASSAGE SET, SCHLAGE RHODES D 10 S, U 26D
2 PUSH, KAWNEER CP-11, PUSH BAR, U 32D 1 CLOSER LCN SMOOTHEE 4040, ALUM. --
JCS
1 THRESHOl.O, MANUFACTURER'S BUTT FLUNG, ALUM. 1 FLOOR tTOP ROCKWOOD 422 U 32D — - DATE
.-
2
SWEEP, REESE 323 C x WIDTH. ALUM 3 SILENCERS GLYNN-JOHNSON �GJ64 GREY OA Uq OC 0
1 WEATHERSTRIP,B 4040 MANUFACTRIES, ALUM.RER'S SEAL-AIR` TRILOGY 2 BY ALARM LOCKALDL2700, N26D ALL DOOR GLAZING TO BE ALL DOOR GLAZING TO BE N _ __.— - 11 -- 10- 2005 `{e
1 EXIT DEVICE, KAWNEER DON--O'-MAT;C 1990 #'17 TEMPERED GLASS TEMPERED GLASS — - - --- t1
W/CONCEALF0 ROD DOOR HOOD HOLLOW METAL JOB NUMBER:
H-7 1-1 2 PR BUTTS HAGER 88 1279 4.5 x 4.5, U 26D 47 1/2" 6'_0" g'_O" SUPPLIED BY FRAME
1 LOCK SET, SCHLAGE RHODES D 10 S, U 26D t- _ --t MANUFACTURER 2" 2" 2• 2" 2" ?" SG 11100 5 _
OUTSIDE F- ME r CLEAR OPENING - — - SCALE:
1 CLOSER LCN SMOOTHEE 4040 ALUM. DOOR
1 FLOOR §TOP, ROCKWOOD 422,E U 32D w HARDWARE. I STEEL CHANNEL nI T
.. 3 SILENCERS, GLYNN-JOHNSON GJ64, GREY I V O I �D
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GENERAL CEILING PLAN NOTES: ' •
2 X 4 ACOUSTICAL TILE -
CEILING. SEECEILING LEGEND CEILING TYPES:
I. ELECTRICAL CONTRtZTOR SHALL PROVIDE COMPLETE ELECTRICAL SERVICE SPECIFICATIONS FOR AI-] A A
AND DISTRIBUTION SYSTEMS IN ACCORDANCE WITH ALL CODES AND DETAILS.
GOVIRNING AGENCIES, AND AS OUTUNED IN THESE SPECIFCATIONS AND
DRAWINGS SYSTEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL PANELS,
BREMERS, CONDUIT, WIRE, LAhiPS, DEVICES, TRANSFORMERS, LIGHT ` 6 - A A I (
DSW STD. HI-BAY PENDANT HUNG UGHT NEW 2x4 ACOUSTICAL CEILINGS (SEE FINISH SCHEDULE).
FIXTURES, DROP SUPPORT AND CONTINUOUS STRUT CHANNEL SUPPORT AT I T I I ALL NEW GRID AND PADS THROUGHOUT ALL AREAS.
TJ'> OF ALL FIXTURES, LOW VOLTAGE WIRING, ETC. TD COMPLETE WORX AS -
SHOWN. A 9 _ rp� EXHAUST �AN
2. ALL EMERGENCY AND EXIT LIGHTING SHALL BE UNSWITCHE). 8 CENTER W THIN RESTROOM !i
- _
00
J. ELECTRICAL_ OUTLETS ARE TO BE LOCATED AT 16' AFF OR AS NOTED ON A i 5/8" GYP. BD. CEILINGS AND SOFFITS AS SHOWN.
PUN. ' CEILING OUNT EXIT SIGN.
EXPOSED METAL ROOF � I PAINT TO MATCH AD,;ACENT SURFACES AND FINISHES.
DECK. PAINT ALL —� (NOT SHOWN- INSTALL PER CODE)
4. TELEPHONE JACKS ARE LOCATED AT 16' AFF OR AS NOTED ON PLANS. A —
PHONE JACKS AND WIRE TO BE INSTALLED BY ELECTRICAL CONTRACTOR SURFACES SEE _
I -^
SPECIFICATIONS). I ! i 1� EMERGEN Y LIGHTS - BATTERY CEILING SYSTEM SHALL UL APPROVED CLASS A (,
5. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING CIRCUITS. LIQ (NOT SHOWN- INSTALL PER CODE) ONE HR FRE RATED IF REQUIRED BY LOCAL ~
COQ, UIT, VARiNG, IND ROUTING, WHICH MAv REQUIRE ADDITICNAL i -aOXF_S I I i CODES.
AND/OR SPECIAL FITTINGS I
gg RECESSE INCAND. FIXTURE. I (n w
6. ALL SALES AREA uGHTING SHALL BE COORDINATED WITH THE LAY0;1T OF I I LLQ
MECHANICAL. FIXTURES AND ARCHITECTURAL DRAWINGS. AD.,US' LAYOUT AS A I A � uj � �--
,WOUIRED TO ACCOMMODATE OTHER INSTALLATIONS. _ -- CN �
2'X4' FE�ESSED PARABOLIC =LUOR, FIXTURE �
7. VERIFY DEPTH OF ELECTRICAL FIXTURES WITH AVAILABLE CEILING PLENUM00
I - 2 X 4 ACOUSTICAL TILE � W/ ENERGY SAVING BALLAST. SEE USW SPECS. Q cn Q
A B O CEILING. SEE I L1J = f
SPACE ADJUST LAYOUT IF REQUIRED. I SPECIFICATIONS FOR F-• Z L J
8. ELECTRICAL CONTRACTOR SHALL PROVE ALL NIGHT JGHT NG AS DETAILS, DSW STD. PENDANT HUNG i � u- (o
REQUIRED BY LANDLORD ANC COOS WITH BREAKER LOCKS F REQUIRED. A A I --• -Y`-� 'RACK LIGHT AND HEADS. I U� -
ANY DEDICATE CIRCUITS ARE ALSJ ';0 BE PROVIDED WITH BREAKER LOCKS.
I 9. EACH CONTRACTOR IS TO PROVIDC ANY MID ALL PERMITS AND LICENSES
REQUIRED TO EXECUTE HIS PORTION THE WORK. ANY ADDITIONAL I _36 _ _ _ _ CHAIN HUNG 8' 2-TUBE _ _ _ _ _ _ _ _ c L
co
DRAWINGS AND/OR SHOP DRAWINGS R0UIRED FOR PERMITTING OR - - - - - - FLUOR. LIGHT FIXTURE
APPROVALS ARE TO BE PROVIDED BY THE CONTRACTOR. i A j W/ ENERGY SAVNG BALLAST.
LLJ
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10. GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHAL_ PROVIOE A _ � O Q_
ONE YEAR WARRANTY ON ALL WTERIA..S AND LABOR. _
Lij
11. ALL PENETRATIONS AND OPENINGS IN RATED WALLS SHALL RECEIVE - A 2 X 4 ACOUSTICAL TILE f =j
SEALANT AND FIREPROOFING AS REQUIRED BY CODE. - -4 CEILING. SEE
l O ib B B _0 A 'I SPECIFICATIONS FOR I I
I 12. ELECTRICAL. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DETAILS. ui
TEMPORARY POWER AND LIGHTING AS REQUIRED BY THE GENERAL I I _ U)
CONTRACTOR AND REQUIRED TO COMPLETE TAE WORK. THE COST OF ALr 00 ! 2 X 4 ACOUSTICAL TILE
UTILITIES USED DURING CONSTRUCTliN SHALL BE AT THE EXPENSE OF THE IA !A CEILING. SEE
GENERAL CONTRACTOR. 00
SPECIFICATIONS 0
00 DETAILS.
`30 VIDE SMOKE. DETECTORS AS REQUIRED BY FARE VARS•iALL ANDol 00
DE
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TILE WHERE NOTED ON PLANS.
O DECK I EIGHT VARIES THROUGHOUT SALES AREA. A A A A A A — A A A A A A A
INSTALL GRID 10 ALLOW HIGHEST POSSIBLE UNIFORM HEIGHT. A I I ! 1
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