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Plans SIT2014 00010 BUP2014- 00088 ABBREVIATIONS PROJECT TEAM RECEIVED A E L R GREEN WAY TOWN CENTER OWNERAPR 2 3 2014 ATLAS INVESTMENTS < Ante E East L Lerch R Frwr 333 NW 9TH AVE., SUITE 1009 cgoF riGA + At EF �Face � RA Air FACADE REMODEL PORTLAND, OR 97204 BUILDINGoi�!isi0�l AB Anchor Boa EAGG Exposed Appropab LAV Lavatory RB Rubber Base A/C Air Cordflonig EJ Bpanslon Joht LB Lap Bolt RD Rod Drain ACT Acoustical C``'p'h R �.� lam"" Less DOOr ' T� RVIOnSINCO 1210 0 1219 6 SCROLLS FERRY R D DESIGNER 6E2 NE MINNEH HA SOUP AD Area Drain HEC Elevator I Landscape Wand REFS Reflected VANCOUVER, WA 98661 AD Area Drain BEV Elevator LKR Locker RffR Refrigerator ADD Addendun FOB. Edea d Slab LL Uve Load FEW Amiorced AW AdAcent SNCL &=be" LS Lan ecapinp REBL Resient 360-6995317 E LT Equal RE° TIGARD , OREGON 97223 CONTACT: FAX A.F.F. Above Fitch Floor EP Electrical Panel LVR Lower REV Revise,or Rwlalon CONTACT: DAVID HARDISTER Rooll ALS Area Lit Standard EOtlp Equprnent M Rough Opel ntg ALT AAntYian ES Each Ode RML Ren Water Leader ANDD Anodl and EW Each Way MATL Material RCP Reflected Ceitp Ren STRUCTURAL ENGINEER T.M. RIPPEY CONSULTING ENGINEERS A 'OX Approximate � Dr1 Fanal, MAX '"°�'""' PROJECT DESCRIPTION 7650 SW BEVELAND ST., SUITE 100 ARCH ArdiledW EMT Eads g MB �'ne Biot TIGARD, OR 97223 L AUiO Ai1onitl� °Q' E"p'"d01 iDo �core S THIS PROJECT CONSISTS OF EXTERIOR REPAIRS OF DRY ROTTED BEAMS, FACADE PAINTING PHONE: (503) 443-3900 r p A.F.C. Above Fli Calling EXT Exterior S South CONTACT: TIM RIPPEY B r® Mechanical SC sold Core AND REPLACEMENT OF SHEET METAL ROOFING Mae Membrane SCD Seat Cover Dispenser W � O BC Bottom d Curb F MM Mezzanine ®SCFSchedule BD Board FA Fie Alarm MFRMandackrer SD SmP Dkpwww C BFF. Below Fsish Floor MH MaNwb SECT Section I_ � BRUM sknnnons � Rat ear MI Makable ton SG Enamel BLDG Builft 1930 Furriethed Minimum a BLK Block FD �wDth , MW 14scallarmmus 81 Shower� aiMTD Mounted SIMr a PROJECT DATA: w o N FE Fire Extinguisher srtr 9hsd ' ' I 04 BD. Bottom d- FE Finish� Cabinether � Metal SJ seismic JoltW D ('7 BOT Bottom RHC Fie Hose Cabinet MEDCWILL AcOm SM �� BUILDING LOCATION: 12100 - 12196 SW SCHOLLS FERRY RD. Z 07 L0 gq Both a Finial � MsdCM Cabinet 8!D Sanitary Napkin Diperwer TIGARD, OR 97223 W � �+ Poor tg N � a n"° '° GENERAL NOTES: BIDDER DESIGN ELECTRICAL CRITERIA GOVERNING CODES: 20100REGONSTRUCTURALSPECIALTYCODE Z_ O Bl1R Bust-up Roof on FO �Ofent �"af° SPRINKLED: NO Q Z BPW Bed Pas Washer FDC Face d Concrete N North s) stainless a" 1. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF 1. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE POWER, SIGNAL AND LIGHTING CONSTRUCTION TYPE: VB (ASSUMED) L D O NA Not Applicable S+V Stan+Vertah DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE ELECTRICAL C FOF FaceSTA Station TIGARD. THE CURRENT EDITIONS OF OREGON STRUCTURAL SPECIALTY CODE. FOM Face d Magary NAT Natural BTD Standard ANY BUILDING OFFICIAL, SUBCONTRACTOR OR TRADES PERSON CODE, ENERGY CODE AND BUILDING CODE. NIC Not in Q I OR ABC Chantal Fog Face d Tub NO.OR I NumberCantrad STK Stock NOTING DISCREPANCIES SHALL NOTIFY THE DESIGNER IMMEDIATELY OCCUPANCY: M and B Q Q CAB Cabinet FOTB Fro et Tube t Treat STL SteN 2. ELECTRICAL DESIGN CONTRACTOR WILL REVIEW THE PROGRAM DRAWING C13 Catch Basin FRT Fre Retardant Treated NOM Nomad S OR UPON DISCOVERY. CEM Cament FT Foot or Feet NB Nelson std etorep° AND WILL MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCATIONS Z CR Contractor Fvnhad FM Foof<g NTS Not to Scale s� Suspended 2. CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY THE AND REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE ly and Mamma FURi Fun NS Not In set retia SYM Symmetrical CITY OF TIGARD,AND ANY OTHER GOVERNING AUTHORITIES AS REQUIRED AND MAINTENANCE RECEPTACLES. DESIGN WILL INCLUDE INDEX OF D RAW I N G S Q ty) O � CG Caner Guard SYST System REQUIRED. FIRE ALARM SYSTEM IF REQUIRED,COORDINATED AND EXTENDED FROM M L C1 OontracbInstalled ated Only G O BUILDING FIRE ALARM SYSTEM. OUTLETS, PHONE AND DATA JACKS SHOWN A0.00 COVER SHEET C Cad Iron GA Gauge 3. CONTRACTORS SHALL VERIFY AND CONFIRM EXISTING CONDITIONS ON ARCHITECTURAL PLANS (IF ANY)ARE MINIMUM REQUIRED AND MAY NOT CLo Ceig GALV CitsNzed OA Overall T INCLUDE ADDITIONAL OUTLETS REQUIRED BY CODE OR FOR MANTENANCE. A1.00 SITE DEMO PLAN CLOS Closet Ciao Bar C)f3B Obscure SHOWN OR IMPLIED ON DRAWINGS PRIOR TO THE START OF A1.01 PROPOSED SITE PLAN CXR Ober T Tread CONSTRUCTION OR ORDERING MATERIALS,AND NOTIFY THE DESIGNER A1.20 SITE DETAILS C"1 control JO Joint C11 General d kron or OC On Center 3. ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE Cif control Joie tl Odvenaed ton OD Outside Oiannsisr � Towel� OF ANY DISCREPANCIES. A1.21 TRASH ENCLOSURE DETAILS CMu iinil OL Claw oF. Owner Frrhhad, T+B Top and Bottom ARCHITECT AND WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD A2.01 BUILDING"A"FLOOR PLAN AND EXTERIOR ELEVATIONS TC Top d Curb CONTRACTORS. COL CoAcr a OL Ch L r oF.Ct Furnt�s TC T 4elephone . CONTRACTORS SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIES A2.02 BUILDING"B"FLOOR PLAN AND EXTERIOR ELEVATIONS COAD Composition TEP Teed INCLUDING ELECTRICITY NECESSARY FOR CONSTRUCTION. A2.03 BUILDING"C"FLOOR PLAN AND EXTERIOR ELEVATIONS CONC Co trete 0 Gralle zed a OFF' Oeics 4. ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO 7+G Tagus and troovs A2.04 PARTIAL ENLARGED EXTERIOR ELEVATION &DETAILS C.O. Conoco OPerig CVD GYade OH Over Heed THC Thick DETERMINE AND/OR CONFIRM THE LOCATION OF ALL DATA AND COMMUNICATION CONN Connection tliP (lipaun Varaser Reeler OPNLi OPeriug 5. ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL GYP pypaum Board OPP oppods TJ Tod Jots DISPOSAL.ALL DEBRIS IS TO BE DISPOSED OF IN LEGAL MANNER AT A CONNECTIONS REQUIRED AND INCLUDE CONDUIT TO 6"ABOVE FIN CLG. BOX AND 0 CONST Continuous, TP Top d Pavement PULL STRING IN THE REQUIRED LOCATIONS UNDER THE T.I. CONTRACT. CONT Continuous, � � TPD T�P�Dy LANDFILL OR RECYCLING CENTER. NO DEBRIS IS TO BE DISPOSED OF IN COMB Contractor H peneer +Yrfaled TPVS) Surface Mounted LOCAL WASTE COLLECTION FACILITIES. M.t CCXii Corridor Toast Paper Disperser CnYOp 1 (;A= CR Oordrwbr F4LQ" t FB Hoes Bbb TS Tube Section 5. CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER aPR Contactor Removed FIC Fbbal Cas 6. CONTRACTOR SHALL INFORM THE DESIGNER OF ANY AND ALL REVIEWED FOR 110011113COMMOXR. Rebcaad+Reiwhled HC Handicap Parkip Stell P TV Top oil n REQUESTED CHANGES. CONTRACTOR SHALL NOT PROCEED WITH CS l„'ouriervilk HDWD Hardwood TW Top d Wal REQUESTED CHANGES OR DIRECTIVES WITHOUT PRIOR AUTHORIZATION Approve& I TYP Typical FROM THE DESIGNER AND A WRITTEN CHANGE ORDER. 6. CONSTRUCTION AND EASE 4 DRAWINGS TO BE PROVIDED ON ELECTRONIC OTCs CSMT Cu JoM HA �d pC Parallel U MEDIA,AUTOCAD RELEASE 14 OR LATER,TO THE ARCHITECT FOR THE U W CT Cerudc Tile HDR¢ Hwkorrtel PP Pared in Place OWNER'S RECORDS. permit$h t� �) W CTR Censor HR Har PJ Panel Joint 7. CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN Uj t Carderble K Haipd PL Pry Lille UR id � ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 7. ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY Address: � CW Cold Wear MACP.LAM Pluk LamYxa 0/Cvr Udder Cut ALL DEVICES, INCLUDING BUT NOT LIMITED TO: STROBES,ANNUNCIATERS AND •tt Z U) At Condlbnig PL.A8 Plaster uA0. Lnbw Noted O lfwaalm 8. ALL SUBSTITUTIONS MUST BE APPROVED BY DESIGNER,ALONG WITH EGRESS LIGHTING, REQUIRED BY ALL APPLICABLE CODES. POWER AND y j HW Hot Waller R_YWD Plywood l D PR Pat V WRITTEN REQUESTS CONTRACTOR SHALL PROVIDE ALL INFORMATION LIGHTING DRAWINGS INCLUDED IN THIS DOCUMENT ARE FOR DESIGN PREF1 Prainwhed REGARDING THE SUBSTITUTION IN QUESTION, INCLUDING COST. PURPOSES ONLY.ANY DEVICE REQUIRED BY CODE OR BY BUILDING OFFICIAL DBL Double I P.T Prow"Treated vB Vapor Barrier AND NOT INCLUDED IN ELECTRICAL DESIGN/BUILDERS BASE BID SHALL BE �. O N DEMO Demolish PTD Paper Tonal Disperser VERT Verecel 9. SOLID WOOD BLOCKING, INSULATION,OR OTHER FIRE STOP MATERIALS IS INSTALLED AT THE ELECTRICAL DESIGN CONTRACTOR'S EXPENSE. l ( (/ Ulm O � Detail ID � 01m) �lion DC ietion VEST vasoxie TO BE PROVIDED, BETWEEN TOP STORY AND ROOF FACE. ispenser+Receptacle V DF Dritkinp Fountain M Interior FTN Partition o Verily PTR Vertical tr°n 10. CONTRACTOR SHALL PROVIDE SAMPLE OF FINISHES AND STAIN COLORS DIA Diameter IINVRS Invert Paper Towel Receptacle � r ) � z pWG piny PS tan pipe sive, PVC Polyvinyl W FOR APPROVAL BY DESIGNER.THIS INCLUDES INTERIOR AND EXTERIOR V/ DMI Di soon J PVMT Pavement PAINT,AND SHEET ROCK TEXTURES. W DEP °`p"w°r W. IMA wed OREGON 2010 ENERGY CODE : C DL Deflection JAN w/ With CITY OF TIGARD Q � O G Joint 11. WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY oAfr a jr,1ST Job1 WC ater Closet NO CHANGE TO BUILDING ENVELOPE REVIEWED FOR CODS COMPLIANC$ CD DN Down Q W.D. Window Dnsrwion OVER SCALE OF DRAWINGS. DO NOT MEASURE DRAWINGS TO DETERMINE DO Door Openig K WD Wood ANY DIMENSIONS. DRAWINGS ARE IN SCALE FOR PURPOSES OF DESIGN Approved: L� CU W (n vi DP oenproo" OT Ouarry Tie WFde Fla14e AND INTENT ONLY.ALL DIMENSIONS SHOWN PLANS ARE FROM AND TO EXISTING EXTERIOR WALLS NOT TO BE EXPOSED UNDER THIS PERMIT. 0/ DR Dow KR Kin Dried WG Water He FACE OF FRAMING OR FROM AND TO CENTERLINE OF WALLS,UNLESS NO CHANGE TO EXISTING ROOF INSULATION AND EXISTING ROOFING TO REMAIN. oTr'"' I3: LL DS Dry Stand KD Kin Dried WH Water Floater �( Z r O DSP pry 3lendp4e WDW wM1ndosr OTHERWISE NOTED. Pcrrnit#t � ZC�t'--� � N DT Drain Tae W/o Without NO CHANGE TO EXISTING GLAZING Address 12(DoS-� ' t ' Z s DWG Drawing WP Walerproo" 12. ALL FEATURES OF THE WORK NOT FULLY SHOWN SHALL BE OF THE SAME 'i. W + Dmeler or Round W Wa�°loP TYPE AND CHARACTER OF THAT SHOWN FOR SIMILAR CONDITIONS. IN THE NO CHANGE TO EXISTING LIGHTING Suite # Q WSCT Wainscotr EVENT OF THAT ADDITIONAL WORK IS REQUIRED TO COMPLETE THE WORK AS B . Data `7 H WWFC) Waded Wine Fabric INTENDED OR REQUIRED BY GOVERNING CODES,YET NOT FULLY SHOWN �y ) OR OMITTED BY IN THE DRAWINGS, CONTRACTOR'S)MUST STILL PROVIDE V L7 ( � O FOUNDATION, CARPENTRY, MECHANICAL, ELECTRICAL AND OR/PLUMBING AS REQUIRED FOR CERTIFICATE OF OCCUPANCY, INCONSISTENCIES,OR OFFICE COPY r n (V DISCREPANCIES. V 13. VERIFY ALL DIMENSIONS AND MFR. SPECIFICATIONS OF OWNER FURNISHED EQUIPMENT PRIOR TO CONSTRUCTION. 14. DO NOT SCALE DRAWINGS. MARK DATE SITE me wo wa rd 4,15.14 P. CHECK DATE: 04-01-14 JOB: 131000 MECHANICAL, ELECTRICAL, PLUMBING i i FILE: DESIGN BUILD NOTES DRAWN: 1. ALL MECHANICAL, ELECTRICAL,AND PLUMBING WORK SHALL BE PROVIDED CHECKED: UNDER A SEPARATE CONTRACT AND PERMIT. SUBMITTALS SHALL BE DEFERRED. 2. IT IS THE DESIGN/BUILD CONTRACTOR'S RESPONSIBILITY TO CONFORM TO COPYRIGHT ALL APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION ATLAS INVESTMENTS REQUIRED TO OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT. 3. THE OWNER AND DESIGNER ARE NOT RESPONSIBLE FOR ADDITIONAL COSTS COVER SHEET INCURRED DUE TO DESIGN/BUILD CONTRACTOR'S ERROR AND OMISSIONS. NORTH VICINITY MAP A0 . 00 i '- i - i �- I I I RRY ROA° �� / 65-20'25-E SpHp�Ls F Ap" 348) o N 24.76 ' N0058'59'E W Rp 12. 5 _S_ (CpUNTy + _ I -WAY CIRIT _— 1 T DGEMENT$0. N 11 y CL S11 55'03" I ' I o EXCEPTION k12 C PTI O.tjO' i 30.Op' \ I TEMPORARY SIGN EASEMENT i \%\ SLOPE EASEMENT t I I j i W 07 N8550'26'E Q i 5 BUILDING 'A' � 1 4 2 SINGLE .i i D c/) STORY '^ r ' AREA 5,729 -1_ 'G i i + i V, N P t � W 1 i ] y TEMPORA W MO SLOPE / Z EASEMEN � � I ! i � � n/ �(') Z ] �� I I I I I Q �_ Q PLAN KEYNOTES: Q Q I 1 l i I 1 O NOT USED Z a I a , O3MM QREN RIO DEMO EXISTING POLE LIGHT SM ] 3 DEMO EXISTING CONC. CURB. ] I 1 ] w I i SEE A1.01 FOR SCOPE OF 12 ; I t ; REPLACEMENT. 5 ii 4O EXISTING CONC. VAULT Q 3 W Q i 1 l i Lc) i I i io 17 i I i p ; 5O EXISTING CATCH BASIN O I I 1 1 i i N ; © NOT USED I 2 i BUILDING 'B' 12 I i ] EXISTING LIGHT POLE TO I I SINGLE STORY 1 i tY O REMAIN W I AREA 3,803 S.F. NOT USED U W I 1 I z 1 LL 17 ' 90 NOT USED I I U I U) I , I � LLJ w � 1 10 NOT USED Orl N w ' N NOT USED = (n �— Urn S I 12 STOP NEW CURB U) z z ci BUILDING 'C' i N O O W SINGLE STORY 9 I 13 NOT USED AREA 14,406 S.F. I 20 5 I i ; 14 EXISTING LIGHT POLE TO Q U) V �• I i 1 ; O REMAIN CD W U) z i 1 15 NOT USED �/ W 16 NOT USED ZNO > I ] w r - z 12 Q 10 iw ' U) N01'460-6 I _. 3 ' ! O SAW CUT LINE FOR RECESSED Ldp Q J aos I 18 �.__.__----- � GV , i 17 8952'2TW, 0 - 1. -� DRIP LINE- CONNECT TO r EXISTING SPRINKLER LINES. ' wV ( FIELD VERIFY ALL EXISTING r UTILITIES) I 4 I i i MARK DATE ' I 18 _ SAW CUT FOR NEW ADA RAMP I ; 1_5.14 P. CHECK I .dasl ! I o o I• ' ! I 1 5 a I I N8919'27*W ; 3 3 X4.6 I 0.40' 30 0 ' DATE: 04-01-14 (S8952-2•;,-N 270.98)D ' w JOB: 131000 _GV_ (S895227"W 210.74') S '41'551WV�j ------ - --------- --- ---------- ------ ___ '_� 80.13' I FILE: DRAWN: 4.00')D N --------- •- i - - -- o - - - - - - - - - - - - - - - - - - - - - - - + 1- - — i---------- CHECKED: w � o SW SPRINGWOOD DRIVE N Z Z K' I n N \ i COPYRIGHT L O C) 3 i , ATLAS INVESTMENTS i g i I SITE DEMO Z i PLAN (N8954'50-E 1077.94)D _ I I I N SITE DEMO PLAN A1 . 00 A1.10 SCALE: 1"= 40'-0" f # BIKE RACKS 27.7' 7b 27*7' 17.1' 5.3 2' 12" I-Ij 9L BUILDING 'A' x r3B i SINGLE kt-20 STORY P oy-) I oAREA 5,729 6�0 V NEW CURB EXISTING S.F. Z W ADA RAMP xP U) CD 6 It ' z c:) w55Q0' w 101 45.2 12" Is w • — / - ( '� EXISTING 34.2' 0 w RETAIL t CARLS JR M.0• , SINGLE STORY V RESTAURANT EXISTING CD ci LIGHT POLE z U-) w 0 I AREA 3,308 S.F. z 0 C/) EXISTING TRASH 34-8' —E—N - z 38.5' CLOSURE STOP ze U) z NEW CU Q Q C�IC+ %: Z CL Lj 3B 1.20 r2 (2) NEW EXISTING DRIVE • EXISZT�N \,�1.20/ BIKE RACKS APPROACH 3BPkRKNb� '\A .�21 Q STOP A BUILDINGB' NEW CURB -Q) '0 1 13 SINGLE STORY DEMO (E) LT. m `� FIXTURE. PATC AREA 3,803 S.F. ( � �'""' CONCRETE I 7� /�� • 95.1, 3B 1.20 (_ El - u STOP NEW CURB HERE I C) W �/ TYP. EA. SIDE Q) EXISTING ----------- C� w LIGHT POLE L EXISTING LLJ 20.0 Q �—E EXISTING x X' RETAIL ADA CURB y I J 2 CUT AM j m (3 X1 co A CIOcf) z BUILDING 'C' NZ w SINGLE STORY 00 0 AREA 14,406 S.F. < (D J, CONC. WHEEL-STOPS w Z C.0 @ PLANTER QCAI-ION X 3� m W va W ( BLDG 'C' ONLY) - 0 0 EXISTING 70EL LU cD U) LIGHT POLE 120.0' STOP .J - NEW H.C. SIGNS NEW CURB 0 T PER DR. IIA1.20 f r% w < 3. GV EXISTING .2 BIKE ---------- - EXISTING DRIVEWA IX RACKS M APPROACH MARK DATE / 4-15-14 P-CHECK EXISTING BUILDING -01 f ( I WHOLE FOODS N A r3B �A \�AF;�<IN STALL 14 , .�2O STRIPING1.20 STOP NEW CURB 8VD T EXISTING ;RNt 9 1 DATE: 04-01-14 3 PARKING SPAC S JOB: 131000 FILE: - DRAWN: STOP NEW 1.z1 CHECKED: A9 RA TR f T NE%CL-0SjURE 3B CURB HERE \ � - j \ I-EN 1.20 COPYRIGHT STOP EXISTINGATLAS INVESTMENTS CURB HERE 12'A 10 PROPOSED C3 '0 A V A 12 /V SITE PLAN 26"-0" VERIFY PROPOSED SITE PLAN N CITY OF IG RD Approved by Planning A 1 . 01 SCALE: 1"= 40'-0" Date: LA. 23 -H Initials: A-\z-- 6 PLANT LIST PER POT: SOIL MIXTURE: BLUE & GREEN LETTERS 7001 16.5* 1/2- RADI LANDSCAPE 1/3 POTTING SOI 1. (3) LITTLE GEM CANDYTUFF 2. (3) SILVERY SUNPROOF URIOPE & SYMBOLS ON WHITE -.1 us� 1/3 PELT MOSS 36" k BACKGROUND (STATE OF 1/3 PERLITE 3. (3) THRIFT 60w Ow WASHINGTON) 2 4. (3) GOLD CHILD IVY 1# RESERVED _,-,2.375" STEEL W/ HOT DIPPED A.C. PAVING ON-A V. WHITE LETTERS & GALVANIZED FINISHED - PAINTED GRAVEL BASE F I AL. MP 1. BLACK I PLANTER POT R- STONEYCREST SYMBOLS ON BLUE 20 BACKGROUND (STATE 1 012.375 OR PER SPECIFIED BIKE RACK MFR. I E —I I I IMPORTS STANDARD FINISHES. 011milhill"lli'l, - - 04 OF OREGON) STYLE: V-SHAPE - PT746 A 31"W x 20"H COLOR: MATTE BLACK 1- HIGH LETTER, W/ -862.5824 u STANDARD WORDING PER N99sdWff 5RIPREMMI1154 SIGN ADA CODE REQMTS. CAST CURB (1) GALLON / HOUR EMITTER EPE (ELEVATION B 0 LANDSCAPE R PLANTER POT C) LOWER SIGN TO READ: GRAVEL BASE Z DRIP TUBING UP THROUGH *VN ACC ESASIBLE" �MTING SOIL w AT SPACE TO LEFT OF 1.5 FACE OF SAWCUT 0 EXISTING COLUM PERMEABLE DRAIN CLOTH ACCESSIBLE AISLE CURB w -'-6 (VERIFY) 74—BARRIERs! O METAL SIGN FASTENED TO 1/2- RADIU PE WALK 1/4-/FT. U.O.N. 2"-3" PEA GRAVEL (3) 2-X2- METAL POST (POWDER -N kL2 EDGE OF COLUMN/ BUILDING WALL NO Dro V-: COAT- #P4 49/70220 TIGER . - < - 1 . - - WHERE OCCURS 2 U) 4 r DRYLAC) . :It ALL TO POT GENT CD .0 A < ---;r-—DRILL 1" 0 w c II-IC0 I J I I =I I I I \ NEW CONC. SIDEWALK CENTER OF POT"&II 2" SQUARE CAPPED STL DRAINAGE HOLE IN > Z POST CENTERED ON EACH SURFACE MOUNTED STEEL PLATE 4 EPDXY 1" 0 x 3" R=24" W Lo 4v z HANDICAP PARKING SPACE (4)-3/8-0 ANCHORS EXISTING CONC. SIDEWALxl KCW6V%IDEWALK > cb i I , III=I I=III=I IN LANDSCAPING 4 -a < NOTE: A - A - CORE DRILL HOLE IN CONC. V.-I 1 1-11 I. EXPANSION JOINT FILLER 0 20*-0" WALKWAY FOR DRAINAGE AND 0 Lj' . FIN. SIDEWALK _j 1% IRRIGATION TUBING CONNECTION z O.C. MAX. W/- (1) #4 X 2'-0- =12" REBAR COATED TO PREVENT BOND 9" CONC. SIDEWALK GRANULAR DRAIN ROCK TO SURFACE 2 < < e- UNDISTURBED/ COMPACTED BASE _j UNDER PLANTER MIN. 12" BELOW THICKEN CONC. SIDEWALK CAST CURB %QtL PAVING ON GRAVEL BASE 1/4- LATERAL DRIP NE BOTTOM OF CONC. SIDEWALK. DIG Z CL TO ENCASE POST BOTTOM OUT CURB DETAILS POT DETAIL WITH PLARTNtS AS REQ'D. Cr) Of 2 '0� M0 1 4 N n ACCESSIBLE PARKING SIGN /*002� BIKE RACK DETAIL r3 PAVING ARROWS ce) LL \IA1.20,1 3/4w=1'-0w 02DSIT27 \IA1.20j 1 1f2"m1 0_0 tis PAM MTAL \IA1.20/ 1 1/2"=131-0 " Curb-Detoils �_20 1 1/2"=is-Opp TYP. (33) PLACES SEE POMP FqTIAN /V� -�2O 1/4"=1'-0" Aea TOOLED JOINT MIN. 1/4- ' A SLAB DEPTH REINFORCING DRIP LINE INTO d.CONCRETE SLAB PLANTER POT CROWN TOP ry o GRAVEL BASE CONTRACTION JOINT AT 4'-0" O.C. MAX. SEALANT JOINT .4 uj 6" 0 GALVANIZED 0 3/4- DEEP TOOLED JOINT I PIPE FILLED W1 DRIP NE IRRIGATION ED CONCRETE STP E . 1/2- PRE-MOLDED I -------- 0 OJRINF OINT EXPANSION JOINT FILLER LIZ (1) #4 X 2'-0- REBAR W a = COATED TO PREVENT BOND CONCRETE PAVING —AT .—,--7 REINFORCING STEEL DOWEL, FILL H U w CONCRETE SLAB W/ NON-SHRINK GROU Q 4 ' LL GRAVEL BASE . .1 . . . ! PROPORTIONS _EXPANSION JOINT AT 20'-0" O.C. MAX. V .. 0- EXISTING CONC. SLAB I I ""�00° ........................... CONC. WHEELSTOP 5�o�E o�So 0y 0 0 0 0 0 < 0 CN NEW CONC. SLAB 1/21' 1 . 4 X 12 = N 1 W/ BOND COAT - - - 0 (1) #4 X 2'-0- REBAR RADIUS 21' . 4 0 4'-0" O.C. CONC. SLAB A d' REINFORCING LTHICKENED EDGE SAWCUT 1" WIDE x 2" EEP EXISTING w `III, DISPLAY CONDITIONS a - - - CONCRETE SLAB a 4 CONC. SIDEWALK 0 A , . I (VERIFY) 12 0 CONCRETE 0 NOTE: CHARACTERS SHALL CONTRAST W/ THOR GRAVEL BASE 4" MIN. 0 FILLS HOLES < 0CP'o ocyo�c'0CP'o oo"o UNDISTURBED/ COMPACTED 0 0 0 0 C14 rv.`��J' 0 0600 .060 0 0 . 00 .0600 .0600 .0600 . 0 0 o .06 00 .06 o BACKGROUNDS LIGHT ON DARK SURFACES/ DARK ON BASE 00 (.0 wv u) LIGHT BACKGROUND PER ANSI STANDARD A117.1 1998 a 0 0 0 0 0 0 - - - - - - - - - - - - W e;Z'\ CONSTRUCTION JOINT • (BETWEEN POURS) L "' 'j ,� ('� lo� w z t N 6 ACCESSIBILITY SYMBOLS i�7� CONCRETE JOINTS 8 WHEELSTOP DETAIL r9 I DRIP IRRIGATION DETAIL 10 TYP . STEEL BOLLARD w U) �A1.201 NOT TO SCALE 02DSIT01 %A1.20 02DSIT03 \,Al-20-1 NOT TO SCALE 02DSIT25 . 0 1 = 1'_O PlanterPo�tDripl ine A1.20 I lIrmll-Cr an Now ry CD ADA RAMP P 0 < DETAIL 11/A1.20 CCESSIBLE PARKING PER WHEELSTOP DETAIL 1/A1.20 PLACE SIGN IN MARK DATE FINISH LANDSCAPING SLIP RESISTANT SST. ANTI SKATE CL 1:12 MAXIMUM SLOPE PRECAST CONC. T ivIF FlOssiatE —4-15-14 P.CHECK (SEE NOTE 1) 771 1:10 MAXIMUM SLOPE 4 SPLIT FACE 0 120 '��2 12" FACE OF CU EA SIDE W/ CONC. INFILL .0 4" PAINTED-----m- 1" 0 WE HOL tD STRIPES 000 @ 12" O.C. 00 00 00 00 P. 000000� 0 EW 4" CONC. 0 00 00 0A.C. PAVING 0 WALKWAY b 0 '0 o' C�o.0.0.0 0,00 0 0 00 0 0 0 GRAVEL BASE C4 0 0 0 SLOPE 1 FT. o o00000 0 /8 00000 0 00 00,000 0 0 NEW CAST CONC. 000 00 4 0 0 CURB 4 00 DATE: 04-01-14 JOB: 131000 FILE: TRUNCATED DOME DRAWN: DETECTABLE WARN OVER SURFACE co o (COLOR: BLACK) 4 L 9'-0' 8'-0" g-on CHECKED: 'I *NOTE: 0 _L (6'-0- 1) IF WIDTH OF SIDEWALK BEYOND CURB CUT IS LESS "VAN ACCESSIBLE'STANDARD)%I � A COPYRIGHT THAN 4'-0", SLOPE OF FLARED SIDES NOT TO EXCEED INTERNATIONAL ACCESSIBILITY ATLAS INVESTMENTS 1:12. NC. FOOTING 29-0m SYMBOL 0 EACH SPA 2) THE DETECTABLE WARNING SHALL BE OF A NOTE: CHARACTERS SHALL CONTRAST W/ THEIR CONTRASTING COLOR TO THE NORMAL SIDEWALK/ BACKGROUNDS LIGHT ON DARK SURFACES/ DARK ON SITE DETAILS PAVING SURFACE. LIGHT BACKGROUND PER ANSI STANDARD A117.1 1998 MATCH EXISTING 11 CURB CUT 1 CMU WALL DETAIL 13 14 ACCESSIBLE PARKING STALL \,A1.20,1 3/8"=1'-0- ADA RAMP \,AI.20J 3/4"=l I-0111 CMU WALL DETA\ A11.20 \,AI.20,/ 1_1/2-=1-_0- 02DSIT24 A '1 . 20 3 A1.21 23'-0" 5'-71/2" 11 5'-7 1/2" 5'-71/2" 5'-71/2' —Tr 77 ' - - - '-0" HIGH CHAIN LINK 3"0 FENCE POSTS °-"'" f �� - ( FENCE W/BLACK (GALVANIZED) 1 a " os ;o VINYL SLATS-TYP. PRECAST CONC BUMPE TYP. • °• •• °a I A1.21 BLOCKS EPDXY TO SLAB z_ a IM' 4. z °° C TYP. ° a: v ° e :- ° I �5"CONC SLAB OVER 6" v r - I u, 6'-0" HIGH CHAIN LINK O °0 a- COMPACTED GRAVEL-TYP. a d I v " " FENCE W/BLACK VINYL O O a a. .-4 ° - O I 5'-71/2" 5'-71/2" 5'-71/2" 5'-71/2" 4-8 4-8 4'-S" SLATS-TYP. U) RECAST CONC w W O CANE BOLT SLEEVE----, a Q d BUMPER BLOCKS (SLATS NOT SHOWN) �� I_ IE) a ° EPDXY TO SLAB 3"0 GALV. FENCE POST 3"0 GALV. FENCE POST � M a (1) PER GATE a a a °' :a a" TYP. NP TYP. 6"0 GALVANIZED I d co 6'-0"HIGH CHAIN LINK GALV STEEL STEEL BOLLARD- e a : 4 d 1.20 . I V-21/2' FENCE W/BLACK VINYL BOLLARDS O ° 'a 3" DIA. FENCE o N N TYP (2) PLAC v , d I SLATS-TYP. I ( CONCRETE SLAB W W a ,v ° ' a• ' a POSTS (SLATS NOT SHOWN) 9 I I BEYOND � di-a; ► d o----- -o (GALVANIZED) Z'' ( I > Zr O7 110 2'-2" 1/ ILo GRADE z `Wr,,"' GRADE LA 11!.20 VER) RI N 4 i i i °i i_ a i h i O YL RD �' 5"CONC. APRON , c I , �� a�• a�� a i� .rr.,. Q z = a i• a i� i� +�� y►. 3"O POST BASE ' . 1+. .� 0 FLUSH W/AC PAVING ENCASED IN CONC- }I} + 9'-0" 2'-4" 9'„0" i'-4" CONCRETE DEPTH 1.20 Z A121 PAIR GALV. CHAIN LINK cn GATES W/BLACK VINYL M 1 TRASH ENCLOSURE PLAN SLATS-TYP- 3 TRASH ENCLOSURE ELEVATION 5 TRASH ENCLOSURE ELEVATION A1.21 1/4'-1`0* TRASH-ENCLOSURE A1.21 1/4'=1'-0" TRASH-ENCLOSURE A1.21 1/4"=1'-0" TRASH-ENCLOSURE O - LJJ SPRING LOCKING PIN U. CHAIN LINK GATES W/BLACK VINYL Z _ SLATS-TYP. (SLATS NOT SHOWN} J M - GALV STEEL BOLLARD-TYP.ALIGN O N = TOP 4F ALL BOLLARDS (PAINT) N co 3"0 GALV. FENCE POST-TYP. 0 M CONCRETE SLAB Z z = W GRADE . p 3" POST BASE ENCASED - IN CONC.-VERIFY DEPTH t� C3? N vW� 10"LONG FOOT/CANE BOLT N O &SLEEVE W � w z WOry U) 6 TRASH ENCLOSURE ELEVATION C) Q A1.21 1/4"=1'-0" TRASH-ENCLOSURE +rte MARK DATE 4,15-14 P-CHEC DATE: 04-01-14 JOB: 131000 FILE: - DRAWN: CHECKED: COPYRIGHT ATLAS INVESTMENTS TRASH ENCLOSURE DETAILS A1 . 21 = --HARDIPLANK SIDING (PAINT) NEW METAL COPING ..- - - - - - - - - .., NEW STANDING SEA PROVIDE AT ALL RETURN ' [ % I METAL ROOF WALLS TYPICAL EXISTING TILE ROOF TO REMAIN - EXISTING Tltf ROOF TO REMAIN � t � I NEW METAL GUTTERgom s NEW METAL GUTTERS MATCH ROOF COLOR MATCH ROOF COLOR ' I t I j HARDIPLANKHARDIPLANK SIDING t SIDING.PAINT I ; (2) NEW BIKE RACKS EXISTING CMU COLUMN EXISTING CMU COLUMN I t {PAINT} 3 3 (PAINT) i •04 .04 OPEN t I i TY . AL FITS TY AL 3,OLS. TY . L COLS. I t I i OPEN r� EXISTING CMU WAL EXISTING CMU WALL (PAINT) (PAINT) 0 Z 57"N - W SOUTH ELEVATION W r 6, r2 I '"2-011SCALE: 1/8"= 1'-0" Z M I , TENANT r 7-11 E N NEW STANDING SEAM E P►- M t EXISTING FLAT METAL PANELS METAL ROOF NEW METAL COPING Z (3) L r� i PAINT TO MATCH NEW METAL fi ROOFING HARDIPLANK SIDING {PAINT} z `j I EXISTING TILE ROOF (J} TO REMAIN < Z I t NEW METAL GUTTERS E L7 O I i MATCH ROOF COLOR z U) EXISTING CMU WALL WOOD SIDING �� i'� (PAINT) J Q EXISTING CMU COLUMN x - EXISTING CMU COLUMN �•..� LL' (PAINT) (PAINT) rc M O G OPEN °� " M CLlid 11 `7 t EXISTING CMU WALL I (PAINT) I � t t EXISTING CMU WAL EXISTING BUILDING 'A' (PAINT) (PAINT)T) CMU COLUMNry WEST ELEVATION W _ I , 3 *\ I ; A2.01 •• SCALE: 1/8 — 1 0 t t I � I � ` www NEW METAL COPING i LL I t { EXISTING FLAT METAL PANELS Zrr�� PAINT TO MATCH NEW METAL V) I ; I ROOFING E TENANT E SCOTTY'S PUB Cy - EXISTING CMU COLUMN0 0) I ; (PAINT) )r� t - OPEN V QI ; (4) EXISTING BOLLARDS �"ry - TO REMAIN `�-� EXISTING CMU WALL--/ C.0 W cl) _ (PAINT) 1 tr 1 I � I EAST ELEVATION Z ",,,,,, L.L.. O I i I A2.01 •_ •� � z i , I SCALE: 1/8 = 1 0 1.2 I I « I NEW METAL COPING 0 I r I � I i NEW STANDING SE SAWCUT LINE OF I METAL ROOF I RECESSED DRIP I NEW METAL GUTTER IRRIGATION ( MATCH ROOF COLOR MARK DATE I � I HARDIPLANK - - - - - - - - - - - - - - - ._. - __ - - - - - - - -- - - - - - - - - � SIDING.PAINT 4SCOPE 4 NEW PLANTER POTS EXISTING CMU COLUMN K 1.2 W/PLANTINGS-TYP. PAINT SOFFITS (PAINT) (6) PLACES OPEN RELAMP EXISTING SOFFIT LIGHTS (SEE LIGHT FIXTURE SCHEDULE) Q to"i'4N' BUILDING 'A' FLOOR P LAN EXISTING CMU WALL EXISTING CMU WALL A2A1 �_ (PAINT) 5 NORTH E L EVAT i O N (PAIN,, SCALE. 1/8 n_= 1 0� 310 0000 PLAN NOTES. APPLICABLE FOR ALL BUILDINGS A, B & C A2.0, SCALE: 1/$••= 1•-0'• DATE: 0 JOB: 1 13 1. REPAIR ALL DRYROT & FRAMING PROBLEMS IN 6. ALL FASCIAS AT BUILDINGS A, B & C TO BE RESIDED WITH 12.REMOVE EXISTING ROOFTOP HVAC UNITS, DUCTWORK& 19. AT AREA OF REPLACED DRY ROTTED FILE: - BUILDINGS A, B & C PER ATTACHED INSPECTION REPORT. NEW HARDIPLANK SIDING (6" EXPOSURE) OVER EXISTING CURBS ON BUILDINGS A, B & C. PER WESTERN'S MVAC GLU-LAM BEAMS PROVIDE DRAWN: PROVIDE ADDITIONAL ALLOWANCE FOR HIDDEN BEAM AND FRAMING. AT HARDIPLANK INSTALL BUILDING SCHED. REINSTALL NEW CURBS & HVAC UNITS. ANY TEMPORARY SHORING AS REQUIRED. CHECKED: REPAIRS. PAPER BEHIND ALL SIDING, REMOVE EXISTING TRIM ADDITIONAL STRUCTURAL ENGINEERING TO BE BY OWNER. 20 POWER WASH EXISTING TILE ROOF 2. REPLACE BUILT- UP ROOFING AT BUILDING A& C ONLY. PIECES AND INSTALL NEW SIDING ALONG SIDES OF AREAS. LIGHTING FIXTURE SCHEDULE INSPECT BUILDING 'B' FOR MAINTENANCE REPAIRS. EXISTING ROOF BEAMS. 13. CONTRACTOR TO REMOVE ALL TENANT SIGNAGE AND COPYRIGHT PER ATTACHED SCOPE LETTER. 7. PATCH AND REPAIR ALL SOFFITS AT BUILDINGS A, B & REINSTALL SIGNAGE. TYPE MANUFACTURER LAMP NOTES QTY ATLAS INVESTMENTS 3. REMOVE ALL METAL ROOFING AT BUILDINGS A, B & C C. PAINT SOFFITS. 14. ALL EXISTING UTILITIES TO REMAIN, INCLUDING , REPLACE WITH NEW STANDING SEAM METAL ROOFING 8. NOT USED D UT CONNECTS. B EXISTING SOFFIT LIGHTS RELAMP CLEAN. REPLACE/REPAIRANY 98 BUILDING A (STANDARD COLOR). INSTALL ROOFING FELT, PROVIDE ALL A& DAMAGED SOFFIT LIGHTS FLOOR PLAN & EDGE, END & CAP FLASHING AS REQUIRED FOR WEATHER 15. NOT USED TIGHT INSTALLATION. PROVIDE SHOP DRAWINGS DETAILS 9. PROVIDE ALLOWANCE FOR NEW LANDSCAPING & 16. NOT USED ® C WALL PACK REPLACEMENT- METAL HALIDE W/DESIGNER 22 ELEVATIONS FOR FLASHING. IRRIGATION FOR PLANTER POTS PER PLANS LSI INDIUSTRIES- EG2 100W - . I LANK SIDING TO SIDES OF ALL 4. INSTALL ALL NEW PRE-FINISHED METAL GUTTERS & 10.PROVIDE ALLOWANCE FOR (6) NEW SITE TRASH EXPOSED ROOF JOIST. DOWNSPOUTS AT BUILDINGS A, B & C. ATTACH TO EXISTING RECEPTACLES MATCH ATLAS STANDARDS FROM PREVIOUS 18. REMOVE SOFFIT AT AREAS OF STRUCTURAL LOCATIONS AND MATCH METAL ROOFING COLOR. PROJECTS. REPAIRS AS REQUIRED TO PERFORM THE WORK. WHILE UNDER CONSTRUCTION - PROVIDE PROTECTION & A2 , 01 5. REPAIR ANY DAMAGED CONC. BLOCK COLUMNS AT 11.TEMP. TENANT SIGNAGE INDICATING ENTRANCES AT ANY REPLACE SOFFITS TO MATCH AT THESE AREAS AND BUILDINGS A, B & C PER ALLOWANCE SIDEWALK CLOSURES OR OVERHEAD SIDING & ROOFING INSTALL NEW SOFFIT VENTING AS NEEDED TO REPAIRS ACCOMODATE NEW WORK. - - - - - - - -- - - -- - - - - - - - - - - - -- - - -- --- - - - - - - -- - - - — ' � II f NEW METAL COPING (2) NEW BIKE RACKS EXISTING TILE ROOF TO REMAIN NEW METAL GUTTERS NEW METAL GUTTER MATCH ROOF COLOR TENANT MATCH ROOF COLOR HARDIPLANK SIDING SUBWAY TENANT BARBERS 0 EXISTING CMU COLUMN EXISTING CMU COLUMN Z c) 11E (PAINT) I I (PAINT) F w w 11 Ij OPEN TY AL zFITS BUILDIN r.3%_. �-_- I 1Bv cy) OPEN U) 1 1 177r: __ (37 EXISTING CMU WALL U) Q N (PAINT) W cq w t > w Lo r2*%\ WESTELEVATION z TENANT TENANT A2.02SCALE:SCALE: 1/8"= V-0-- > 0 BERRY FARM YOGURT EDWARD JONES z 0 U) :s z co < NEW METAL COPING a. 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(10) PLACES 4111111 1 Z EXISTING CMU WALL LEXISTING CMU WALL W (PAINT) (PAINT) C) BUILDING "B" FLOOR PLAN_ EAST ELEVATION U. \Z-02/ SCALE: 1/8n= V-0" kA2-02,1 SCALE: 1/8"= V-0" Z co .0 j J cy) 0 N HARDIPLANK SIDING (PAINT) NEW METAL COPING U) NEW METAL COPING NEW STANDING SEAM METAL PROVIDE AT ALL RETURN F� L) (m ROOF WALLS .,—EXISTING TILE ROOF V J z EXISTING TILE ROO TO REMAIN Z w TO REMAIN NEW METAL GUTTERS 0 NEW METAL GUTTERS MATCH ROOF COLOR U) (3 MATCH ROOF COLOR HARDIPLANK SIDING w HARDIPLANKVJ . . . L . w SIDING 1 1 1 1 1 t I I I I I I I I EXISTING CMU COLUMN o > EXISTING CMU COLUMN (PAINT) z (PAINT) OPEN z WQ 1••1- U) L EXISTING CMU WALL L EXISTING CMU WALL (PAINT) (PAINT) f r% 4 NORTH ELEVATION \A2-02 SCALE: 1/8"= 1'-0" MARK DATE 4.15.14 P. CHECK HARDIPLANK SIDING (PAINT) NEW METAL COPING NEW METAL COPING NEW STANDING SEAM METAL PROVIDE AT ALL RETURN ROOF WALLS EXISTING TILE ROOF EXISTING TILE ROO TO REMAIN TO REMAIN NEW METAL GUTTERS NEW METAL GUTTERS MATCH ROOF COLOR MATCH ROOF COLOR HARDIPLANK SIDING HARDIPLANK - - - - - DATE: 04-01-14 SIDING I I I I F EXISTING CMU COLUMN JOB: 131000 EXISTING CMU COLUMN (PAINT) (PAINT) OPEN OPEN FILE: - DRAWN: CHECKED: EXISTING CMU WALL EXISTING CMU WALL COPYRIGHT (PAINT) (PAINT) ATLAS INVESTMENTS SOUTH ELEVATION BUILDING 'B, V2-02-1 SCALE: 1/8"= 1,-0" FLOOR PLAN & ELEVATIONS A2 . 02 y �________ �_________ �____________�_________ NEW STANDING SEAM METAL EXISTING TILE ROOF HARDIPLANK EXTERIOR ROOF TO REMAIN SIDING (PAINT) .PROVIDE AT NEW METAL COPING NEW METAL COPING -- . HARDIPLANK EXTERIOR NEW STANDING SEAM METAL ALL RETURN WALLS,TYP. SIDING (PAINT) ROOF EXISTING TILE ROOF f EXISTING TILE ROO TO REMAIN TO REMAIN NEW METAL GUTTERS ' NEW METAL GUTTERS MATCH ROOF COLOR MATCH ROOF COLOR HARDIPLANK SIDING WOOD SIDING ❑ EXISTING CMU COLUMN '^ TENANT 1-1`1^ GAME HAVEN i EXISTING CMU COLUMN 2 (PAINT) .04 LSLFLJ z .r. j (PAINT) TYP.@ ALL S OPEN TENANT i P f p WU'S OPEN KITCHEN ; o EN ■ ' , r Iry,STING CMU WALL HARD'PLANK SIDING. EXISTING CMU WALL W w cy) (PAINT) PAINT,TYP. (PAINT) O M r co S OUTH ELEVATION F- TENANT K2 d' d' j B U I L D I G "C' STUDIO 121A2.o3 SCALE: 118"= 1'-0" a CV ww . c ' t 1 ENLARGED �^j O •04ELEVATION > z In z > tc� v� r i 7 (STING TELE ROOF Q C} HARDIPLANK EXTERIOR ROOF TO MAIN SIDING (PAINT) .PROVIDE AT NEW METAL COPING O NEW TANDING SEAM METAL ALL RETURN WALLS,TYP. d TENANT NEW METAL COPT HARDIPLANK EXTERIOR ++ TENANT HOME INSTEAD `;�% SIDING (PAINT) ROOF EXISTING TILE ROOF � MOONSTAR DANCE STUDIO � EXISTING TILER TO REMAIN Q TO REMAIN - -_ NEW METAL GUTTERS 7` F U-I NEW METAL GU R MATCH ROOF COLOR r MATCH ROOF COLOR HARDIPLANK SIDING � (�} O HARDIPLANK SIDIN 13 M CL —� ❑ a EXISTING CMU COLUMN EXISTING CMU CO UMN (PAINT) _ (PAINT) TENANT ' OPEN OPEN GREENWAY PET CLINIC Ind' Q I i EXISTING CMU WALL HARDIPLANK EXISTING CMU WALL L EXISTING CMU WALL W (PAINT) SIDING (PAINT) (PAINT)Al O (0%�---------------- =a--- ----- ------- ---------------- a-------- -- -�� WEST ELEVATION Z PAINT SOFFITS RELAMP SAWCUT LINE OF ` � '4 3 (� SOFFIT RECESSED DRIPW LIGHTS IRRIGATION A2.03 SCALE: 1/8"= V-0" (SEE LIGHT FIXTURE SCHEDULE) NEW PLANTER POT � W W/PLANTINGS-TYP. 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HARDIPLANK EXTERIOR NEW STANDING SEAM METAL ALL RETURN WALLS,TYP. SIDING (PAINT) ROOF EXISTING TILE ROOF EXISTING TILE ROO TO REMAIN TO REMAIN NEW METAL GUTTERS NEW METAL GUTTERS — MATCH ROOF COLOR MATCH ROOF COLOR HARDIPLANK SIDING HARDIPLANK SIDING ❑ ❑ Li EXISTING CMU COLUMN EXISTING CMU COLUMN _ (PAINT) (PAINT) OPEN OPEN DATE: 04-01-14 JOB: 131000 EXISTING CMU WALL HARDIPLANK L EXISTING CMU WALL EXISTING CMU WALL FILE: - ( (PAINT) SIDING (PAINT) (PAINT) DRAWN: 5 EAST ELEVATION CHECKED: A2.03 SCALE: 1/8"= V-0" COPYRIGHT ATLAS INVESTMENTS BUILDING 'C' FLOOR PLAN & a ELEVATIONS A2 . 03 PROVIDE NEW%L MTL. FLASHING.TYP.LAP BLDG. NEW MTL.COPING, PAPER OVER 4"LEG TYP AT ALL SLOPED PARAPET WALLS&SIDEWALLS EXISTING NEW METAL COPINGS FLASHING AT STANDING SEAM,TYP. TO REMAIN ILE ROOF TYP HARDIPLANK HARDIPLANK SIDING. PAINT. PROVIDE AT STANDING SEAM ROOFS SIDING EXISTING TILE ROOF SIDEWALLS © (CHARCOAL GREY) TO REMAIN PON pot� I'm# elN eN eN eN e14 e e-N METAL GUTTERS---�- v) (CHARCOAL GREY) ellWON le O 0) NEW HARDIPLANK z O LAP SIDING r' W OVERLAP BUILDING PAPER I I I I TI I I I I I I I IO @ CORNERS j ' EXTERIOR SOFFITS PAINT COLOR: TYP. L COLS. TYP.@ ALL SOFFITS MILLER-#8663 - A W N CV "RUGGED TRAIL' L31 I E F CMU WALLS)COLUMNS I ' O Lt's PAINT COLOR: z MILLER#8654 Q cj) "ELKHORN CACTUS" U) z U) CMU WALLS./COLUMNS z I"" CL PAINT COLOR: I--� M MILLER-#8654 CO Q o "ELKHORN CACTUS" M IL PARTIAL ENLARGED ELEVATION W/ COL ISHES SCALE: 1/4"= 1'-0" BUILDING 'B' & 'C' BUILDING 'A' SIMILAR W Q O Z - EXISTING TILE ROOF PRE-FINISHED MTL. EXISTING TILE ROOF W DRIP EDGE U. NEW METAL GUTTER r^� _ NEW METAL GUTTER--\ NEW 5/4x6 PTD. 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