HomeMy WebLinkAboutPacket 05-15-07
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RIGHT ELEV A nON
CLAY TERRACE, IN
MAY 3, 2007
4
RECEIVED
DOCS
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CLAY TERRACE, IN
MAY 3, 2007
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EXTERIOR FINISHES KEY:
ES-2: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH: SHERWIN WILLIAMS COLOR #SW2914 VERMILLIAN
ES-3: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH PAINTED CHROMA TONE #10101 SILVER
ES-4: PORTLAND CEMENT STUCCO SMOOTH TROWEL FINISH: SHERWIN WILLIAMS #SW0008 CAJUN RED
BR-l: BRICK: SIOUX CITY BRICK; DUNES GREY VELOUR; BRIXMENT MORTAR #B-133
ECS-l: EXTERIOR CULTURED STONE: CARMEL COUNTRY LEDGESTONE #CSV-20007 w/SILL #SWT-1375 (TAUPE)
EP-l: EXTERIOR PAINT: SHERWIN WILLIAMS #SW6122 CAMELBACK
EP-2: EXTERIOR PAINT: SHERWIN WILLIAMS #SW2914 VERMILLIAN
ESF: ALUMINUM STOREFRONT SYSTEM: 2u X 4 1I2u CLEAR ANODIZED I
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EC-l: PARAPET WALL COPING - SMOOTH RADIUS ROOF EDGE: PREFINISHED Tel) MATCH CHROMA TONE #10101 SILVER
EC-2: PARAPET WALL COPING - ARCHED & STANDARD: PREFINISHED TO MATC~I CHROMATONE #10101 SILVER
EC-3: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILLIAMS ,#SW6122 CAMELBACK
EC-4: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILLIAMS #SW2914 VERMILLIAN
EC-5: PARAPET WALL COPING: PREFINISHED TO MATCH SHERWIN WILLIAMS #SWOO08 CAJUN RED
MAY 3. 2007
CLAY TERRACE, IN
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BRICK
SIOUX art IlRICX. DUNE5 GREY VB.OIIR; IlRIXMeIT MORlAR .11-133
UF.S.
FREESTYlE TEXTURE fINISH (MONTEREY}
INTEGRAL FINISH COAT COLOR TO MATCH: SHERWIN WilLIAMS
#5W 6122. CAMELBACK
E.lF.S.
lYMESTONE FINISH
INTEGRAL FINISH COAT COLOR TO MATCH: SHERWIN WilLIAMS
#SW 2914. YERMllllAN
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LYMf5!ONE fINISH. COLOR PAIIllBl: CHROMATONE .10101 SILVER
SOURCE: 80).44.5-6810
E.LF.S.
INTEGRAL SAND PEBBLE FINE
COLOR TO MATCH: SHERWIN WillIAMS #sw ClIX6.
CAJUN RED
CULTURED STONE
CARMEL COUNTRY LEDGESTONE #CSY-=7
w/SILL #SWT-1375 (TAUPE) 'NWW.culturedstone.com
EXTERIOR PAINT FINISH:
SHERWIN WILLLAMS #SW 6122. CAMELBACK
SOURCE: 800-321-8194
EXTERIOR PAINT FINISH:
SHERWIN WILLLAMS #SW 2914, VERMn.LIAN
SOURCE: 800-321-8194
ALUMINUM STOREFRONT SYSTEM:
Z' x 4 1/2' CLEAR ANODIZED
PARAPET WALL COPING:
SMOOTH RADIUS ROOF EDGING;
CLEAR ANODIZED ALUMINUM FINISH
PARAPET WALL COPING:
ARCHED & STANDARD COPING;
CLEAR ANODIZED ALUMINUM FINISH
PARAPET WALL COPING:
PREFINISHED TO MATCH SHERWIN WILLLAMS #SW 6122,
CAMELBACK
PARAPET WALL COPING:
PREFtNlSHED TO MATCH SHERWIN WILLIAMS #SW 2914,
VERMILLIAN
PARAPET WALL COPING:
PREFINISHED TO MATCH SHERWIN WILLIAMS #SW CX>>3.
CAJUN RED
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EXTERIOR FINISH SCHEDULE
SCALe NONE
I. GC RESPONSl8LE fOlt FABRtCATlON OF 121 4'-O"x4'-O" TEST P-"NB.S fOR APPtlCAnON
OF E.I.F.5. FINISHES &. E.l.f.s.PROR..ES.
THESE PAN8.S SHALL BE MADE AVAILABLE FOIt REVEW &. APPROVAl. BY
REO ItOBI>I GOURMET BURGERS PROJECT MANAGER POOIt TO APPLICATION
TO BUilDING FACADE. FAA.URfTQ SECURE SUCH APPROVAL MAY
NECESSITATE COItRECTIVE ACTION BY G.C. AT HIS OWN EXPENSE.
2. FOOTI\IG DESIGN IS SHOWN ON THE STRUCTURAL DWGS. THE CONTR.A.CTOR
SHOULD COORDINATE THE STRUCTURAl.. AND CML DRAWINGS AND THE
SOILS REPORT AND NOTIFY THE ARCHITECT Of ANY DISCRfPANCES.
3. AlL SIGNAGE AND AWNINGS SHOWN ARE PROPOSED SIZES AND lOCAOONS.
EXACT SIZE, TYPE. LOCATION AND NUMBER Of SIGNS AND AWNINGS SHOULD
BE ACCEPTABLE TO THE OWNER AND SHOULD MEET ALL APPLICABLE CODes
AND ItEGULAOONS.
LOCATION & SIZE Of SIGNAGE TO BE RaD COORDINATED WITH SIGN
CONTRACTOIt FOR EXTENT Of EJ.F.s. TRIM DfTAl.S.
.4. UF.s. ACCENT BANDS & HOR'llONTAL MULLIONS MUST UNE UP.
RfFERTO 1IA2.1 & 1IA3.0 FOil: STOREfI!:ONT & UF.s. DIM&lSIONS
RESPEClN'B. Y.
5. ALL EXPOSED um..mes ON EXfEI!:IOR Of BUILDING ARE TO BE PAINTED EP_l.
6
GENERAL NOTES
SCALe NONE
7 I NOT USED
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1/.....1'4 2119107
Job07 -4652
SM.! No.
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ARCHITECTURAL SITE PLAN
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BANNER lOGO TO
BE PROVIDED BY
OWNER
ALl lETTERS RED
WI BlACK OUTUNE
EO.
3
PROJECT SIGN
SCAU:: 31~.1'.(l"
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146 STREET
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-0 LANDSCAPING - REfER TO lANDSCAPE owes.
<3> PRECAST CONCRETE WHEEl STOPS
<3> UMITS Of CONSTRucnoN
~ SERVICE RAMP. FINISH 0-1. SEE SHEET A2.1.
~ 10-00 SIGN
~ SEE DETAIL I7IAl.l
<S> PROPERTY UNf
A RETAINING WAll BY ANCHOR WAll
~ CONTACT; BRtAN BElASCO &47-89....2186
18 ~~~~~=~~C~~y2~~
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NORTH
1. 125 PARi(ING SPACES PREFERRED.
2. TWO-WAY CIRCULAnON REQUIRED. 2"'~ WIDTH MINIMUM (SUaJECT
TO LOCAL CODES & ZONING)
3. 9'-Q"x 18'-0" STANDARD PARIONG STALlSIZE (SUlJECTTOlOCAl
CODES & lONING)
... PROVIDE SECONDARY EXIT AS REQ'O BY CODE
5. SERVICE YARO TO BE OAR( GREY STAINED CONe.
6. PARKING lOT STRIPING SHOUlD BE.t' WIDE FlAT WHITE
7. HANDICAP SPACES SHOULD BE LOCATED TO PROVIDE
HANDICAP PATRONS OfRECT ACCESS TO PRIMARY
ENTRY WITHOUT CROSSlNG DRIVE AISlE.
8. PROVIDE ClfAR ACCESS FOR EMERGENCY VEHIClES. DEUVERY
TRUCKS AND WASTE HAUUNG VEHICLES.
6
SITE PLAN DESIGN CRITERIA
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I. ACCESS TO THE BUILDING SHALL BE PROVIDED AT PRIMARY
ENTRANCE(SI.
2. WALKS AND SIDEWALKS SHALL HAVE A CQNT. COMMON SURFACE
NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL
EXCEEDING 1 IT. AND SHALL BE A MINIMUM OF ~ IN WIDTH.
3. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHAU
BE AT LEAST AS SUP RESISTANT AS THAT DESCRIBED AS A MEDtUM
SALTED ANISH.
4. SURFACES WITH A SLOPE OF 6'; GRADIENT OR GREATER SHALL BE
SUP RESISTANT.
S. SURfACE CROSS SlOPES SHAll NOT exCEED 1/4' PER FOOT.
6. WALKS. SIDEWAlKS AND PEDESTRIAN WAYS SHALl BE FREE OF
GRATING WHENEVER POSSIBLE. FOR GRATlNGS lOCATED IN THE
SURFACE OF ANY OF THESf AREAS. GRtD OPENINGS IN THE GRATINGS
SHALL Sf LIMITED TO I rr IN THE DIRECTION OF TRAFfIC FLOW.
7. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL Of ANY WALK
EXCEEDS I VERTICAL TO 20 HORlZ" IT SHAll COMPLY WITH mE
PROVISIONS Of A I'EDESTRIAN 1lAMP.
8. WHe.! CHANGES IN LEVEL 00 OCCUR. THEY SHAlL BE BEVElED NO
GREATER THAN 1:2. EXCEPT THAT LEVEL CHANGES NOT EXCEED I/~
MAYBE VERTICAL WHEN CHANGES IN LEVELS GREATER THAN I IT.
THEY SHAlL COMPLY WfTH THE REQ'S. fOR CURB RAMPS.
9. mERE SHALL BE A LEVEL AND CLEAR FtboR OR LANDING ON
EACH SIDE OF A DOOR. THE LEVel AREA SHALL HAVE A LENGTH IN THE
DIRECTION OF DOOR SWING OF AT LEAST 6fT, AND THE LENGTH
OPPOSITE THE DtRECTION OF DOOR SWlHG OF 48" AS MEASURED AT
RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION.
10. ALL WALKS WITH CONTINUOUS GRAOIfNTSSHAll HAVE LfVB.
AREAS AT lEAST S FEET IN LENGTH AT tNTBNAlS OF AT LfAST EVERY
.00 fEET. I
11. ABRUPT CHANGES IN LEVEL exCEPT BETWEEN A WAlK OR
SIDEWAlK AND AN ADJACENT STREET OR. DRIVEWAY. exCEEDING 4M IN
A VERTICAL DIMENSION SHALL BE IDENTlRED BY CURBS PROJECTING
AT lEAST 6"IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO
WARN THE BUND OF A POTENTIAL DROP OFF. WHEN A GUARDRAIL OR
HANDRAIL IS PROVIDfD. NO CURB IS REQUIReD WHEN A GUIDE RAIL IS
PROVIDED CENTERED 3R (PLUS OR MtNUS 11. ABOVE THE SURFACE OF
THE WALK OR SIDEWALK.. THE WALK IS 5 "Oil: LESS GRADIENT OR NO
ADJACENT HAZARD EXfTS. 1
o CONCRETE SERVICE AREA. ANISH CS-l SEE Kl.1
o HANDICAP RAMP-SEE DETAIL 12/AI.1
<V STRIP ACCESS ROUl!'
O PROJECT SIGN lOCATION (TO PROVIDE
4 BEST V1S181UTYI SEE DETAIL 31AI.O. REFER
TO SPECS SECOON 01530.
<0 HANDICAP SIGN - SEE 6/AI.1
o PAINT HANDICAP SIGN PER 7/AU
0'- EXlSmNG LOCATION OF PAD MID.
'\./ TRANSFORMER
o ASPHAlT PAVING R SEE CMl DWGS,
~ CONC. WAlK PER DETAIL 10lAU
'V ICOORD. WI CIVIL)
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SITE ACCESSIBILITY NOTES
SITE PLAN NOTES
5
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