08-07-19 Metsovas Plaza - 2091-2097 N. Tustin St. (DRC 4979-19)AGENDA DATE: To: THRU: FROM: SUBJECT: SUMMARY DESIGN REVIEW COMMITTEE AGENDA ITEM AUGUST 7, 2019 Anna 4979-19, 2091- 7 othCty'usiStrt/Ausomppj.RECOMMENDED ACTION Saffrethgnmmtt()pjtubjoitofthrtanyohtrmnriurtthqug.BACKGROUND INFORMATION Alit/Own:Own:ortyLo:Ggn:Znigc:Exgp:prtySz:AA:usRCj:uEtm:AnoanIC/JhnLozGganKalpM2091-2097 .uStG(G)LBu-upmjAr(CR)4,840 quaro12,219 quar(0.28 )MStlanR0981-19 oumultftht.
Design Review Committee Staff Report August 7, 2019 Page2 of8 PUBLIC NOTICE ENVIRONMENTAL REVIEW PROJECT DESCRIPTION uraptumrthStrMvu.artPrtygrhrtywn'n/rmdbnwinasnnfrmingpmgawfrfacadewifrpfymmfri484qartw3,982qargthvfrtwfruStran trnlfrMfacade frm6 Thurfrthmuwmhxurfkkppjwi14 kix krn prty -ormnkiqdmPOMd(OM) 746(B2kiqaihitthm2 thirt.
Design, Review Committee Staff Report August 7, 2019 Page 3 o/8 nfi,adddgarTStrfr,thrnprththTdvariyzhrugrunvtrihrvarian.TanptuvaffExrigurkEXISTING SITE vea-ry4,840qmmEXISTING AREA CONTEXT pjctrEAvutrOrty rthy ai(z-R)Tf thprtye(z-TR)hiturtyurrun, ary rr
Design Review Committee Staff Report August 7, 2019 Page 4 o/8 EVALUATION CRITERIA Architectural Features. 2. Landscape. Signage. Secondary Functional and Accessory Features. ANALYSIS/STATEMENT OF THE ISSUES iNTtrEMpammcthai,mmo986SDgn'rtmTtrPjArTuRpPAr-RzniriARcyTDgndwTStrPjArThorDtri#3TStrDgnthangntur"MO,"aVlOnum"orbn Mc
Design Review Committee Staff Report August 7, 2019 Page 5 of8 facade, aryrignAytharturtyimgVpjffrtynGarrytyygndars,siniaff.Is-L:-gnpjnfiurjpdrtrfigurdpjydsapigalogtNgrnrtyrtbudTtudrurirnpviw by tram-ARTam (MART)Tdrsthe landapin,ffmmCN6qtprpprrijw ppvby Cmmunity artmaff qmmttpsfe pjADVISORY BOARD RECOMMENDATION Oy2909 y29Cty'am rmpjetscqpThtyam mmddtpjgn Rw mmwif pssd Attahmf rt mmannimm
Design Review Committee Staff Report August 7, 2019 Page 6 o/8 STAFF RECOMMENDATION AND REQUIRED FINDINGS yfIt'nguili(MC7.0.07F.2).3pjgnuputyahuhufannnlly,grgnhddifiplans,ppignaa,qufiM07F.3)esgnuunityTuStrgnSTtri#3alfhh,anxtylhealyItrwugrfacade,ignifirfabtwhrtnStr4fipifityfgfilldnGuhuu()itpithal,msng,ii,uinfuuivillpervonncxihh(C707.F.4)hfinfial.
Design Review Committee Staff Report August 7, 2019 Page 7 o/8 RECOMMENDED CONDITIONS turtruwqtyfOan,otyDartm'BDFuruwifthip4.Itz,jaltw-urEngrwiOMS1708060TPannixunlBParwthiarrial5Anarkig a rt tyartBwqtyFPwunty DDgn.Sufiwvgn w6PrifharrarhirrijwOMC1650OMS1718160walrunitySrvDartm7Garw, orff jng rtriunrty llumttrix05 -Prirtfify,OPPvBstm-g urOMar.Sarhiw DSmfifiD
Design Review Committee Staff Report August 7, 2019 Page 8 of8 ATTACHMENTS tt:JhnLz15NLah,A9807jwb@ahN:\CDD\PLNG\Applications\Design Review\DRC 4979-19 Metsovas Plaza\DRC\DRC Staff Report_ 08.07 .19
Taft Vicinity Map Metsovas Plaza 2091-2097 N. Tustin Street Design Review No. 4979-19 C..TR N s CITY OF ORANGE COMMUNITY DEVELOPMENT DEPARTMENT M-H ATTACHMENT NO. 1 DRC NO. 4979-19; METSOVAS PLAZA VICINITY MAP August 7, 2019 DRC Meeting
1) WORK SHALL COMPLY WITH THESE SPECIFICATIONS, NOTES, AND DRAWINGS TOGETHER WITH ASSOCIATED SPECIFICATIONS, NOTES AND DRAWINGS-- COLLECTIVELY REFERRED TO AS THE CONSTRUCTION DOCUMENTS.2) DESIGN SHALL COMPLY WITH THE 2016 CBC, CMC, CPC AND CEC AS AMENDED BY CITY ORDINANCE. DESIGN IS TO3) WORK SHALL COMPLY WITH APPLICABLE FEDERAL LAWS, STATE STATUES, LOCAL ORDANCES, AND THE REGULATIONS OF AGENCIES HAVING JURISTICTION. THE CONCTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR COMPLYING WITH THE CONSTRUCTION SAFETY ORDERS AND THE GENERAL INDUSTRIAL SAFETY ORDERS OF THE STATE DIVISION OF INDUSTRIAL SAFETY,THE REGULATIONS OF THE FEDERAL AND STATE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS, AND SUCH OTHERAGENCIES GOVERNING THE CONTRACTOR'S ACTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND HOLD HARMLESS THE STRUCTURAL ENGINEER AND ARCHITECT FOR ANY DAMAGES AND OR PENALTIES RESULTING FROM HIS FAILURE TO COMPLY COMPLY WITH SAID LAWS, STATUTES, ORDINANCES, AND REGULATIONS.4) THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER OR ARCHITECT.THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL STABILITY PRIOR TO COMPLETION AND PRIOR TO THE CEMENTAOUS MATERIAL REACHING THEIR DESIGN STRENGTHS FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO COMPLETION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR ARCHITECTURAL DESIGNER OR THEIR DESIGNEE SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.ALTERNATIVES AND DESCREPANCES1) NO ALTERNATIVE METHODS OF CONSTRUCTION OR SUBSTITUTES SHALL BE ALLOWED WITHOUT APPROVAL OF THE OWNER, AND STRUCTURAL ENGINEER AND ARCHITECTURAL DESIGNER..2) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE CONSTRUCTION DOCUMENTS AND AT THE SITE AND SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND PRIOR TO COMMENCING WORK. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS, DETAILED DRAWING AND SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGSAND SPECIFICATIONS, DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS.5) ALL MATERIALS AND FIXTURES ARE TO BE LISTED BY AN APPROVED TESTING AGENCY.6) ROOFING MATERIALS TO BE RATED CLASS "B" MINIMUM. MINIMUM PITCH OF A ROOF IS 1/4" INCH PER FOOT.2.5) WORKING HOURS ARE 7AM-6PM, M-F; 9AM-6PM, SATURDAY; NO WORK ALLOWED ON SUNDAY OR LEGAL HOLIDAYS. ALSO COMPLY WITH THE CALIFORNIA 2016 TITLE 24 ENERGY REGULATIONS. N New C Cap Existing R Relocate Existing R/R Remove & Replace existing w/new DC Dedicated Circuit SC Separate Circuit E Existing to RemainD Remove & Haul AwayGFCI Ground Fault Circuit Interrupter2.331 Keynote Tag Room Tag Revision Identification Room Tag Door TagACPOC Point of ConnectionUG UndergroundVTR Vent to RoofVIF Verify in the FieldFD Floor Drain CO CleanoutBFP Back Flow Preventer Appliance/Fixture TagTR Tamper ResistantAFCI Arc Fault Circuit InteruptorH Hot/Cold Water Supply Path of Travel DirectionFE Fire Extinguisher Wall Type TagC# Circuit Number 4 12 Roof PitchGR Grounding RodMESP Main Electrical Service PanelESP Electrical SubpanelDWN Turns DownUP Turns Up Emergency Exit Sign Starting PointAngle stopsSCS Light Switch Combo Smoke/carbon Alarm Smoke Alarm Exhaust Fan, 50 CFM Surface Mounted Light Fixture Recessed Light FixtureH.B.Hose Bibb W/antisiphon valve A AlteredTYP Typical ConditionEXIT Exit Sign in Braille Receptacle Arc Fault protected GFCI Receptacle Phone & Internet PortAFF Above Finish FloorBLKG BlockingCAB CabinetCLG CeilingCOL ColumnDIA DiameterDIM DimensionEQ EqualINT InteriorEXT ExteriorFF Finish FloorFTG FootingGA GuagePLYWD PlywoodPL Property LineNTS Not to ScaleOC On CenterSTL SteelWP Water ProofOC On CenterTOS Top of SlabTOD Top of DeckTOP Top of PlateTOG Top of GradeTOC Top of CounterTOG Top of Grade Sign on a Post Whole Area/roomCFM Cubic Feet Per Minute Wall Mounted SignD112D112MATCH LINESHADED PORTION ISSIDE CONSIDEREDDETAIL NUMBERSHEET NUMBERAREA OF DETAILTHICKENED LINESHOWSAREA OF SECTIONDETAILWALL SECTION KEYDETAIL NUMBERSHEET NUMBERVIEW DIRECTIONINTERIOR ELEVATIONDETAIL NUMBERSHEET NUMBERVIEW(S) SHOWND112KEYNOTESALIGN SURFACES1Metsovas Plaza Renovation2091, 2093, 2095, 2097 N. Tustin St. Orange, CA 92865SITE INFORMATIONLOT DESCRIPTION372-131-0112,219 S.F.EXISTING STRUCTUREAREA4,840 S.F.BUILDING AREAMODIFIED2,178 S.F.CONTSTRUCTION TYPEII-BNO FIRE SPRINKLERSZONINGCTROCCUPANCYB, M# OF STORIES1MAX BUILDING HEIGHT32'-0"COVER SHEETCSTABLE OF CONTENTSSHT DESCRIPTIONCS COVER SHEETGN NACG1 NACG2 NACG3 NAA-1 EXISTING SITE PLANA-2 PROPOSED SITE PLANA-2.1 LANDSCAPE CONCEPT PLANA-3 NAA-4 DEMO/PROPOSED FLOOR PLANA-5 EXISTING ELEVATIONSA-5.1 PROPOSED ELEVATIONSA-6 NAA-7 ROOF PLANACC3 ADA/ACCESSIBLE DETAILSPROPTERY OWNER INFORMATIONPROPERTY OWNERGEORGE & KALLIOPIMETSOVAS(714) 399-5179CONSULTANTSJOHN L0PEZPROJECT MANAGER(714) 351-9809jwlbus@yahoo.comTBDSTRUCTURAL ENGINEERTBDTBDELECTRICAL ENGINEERTBDTBDMECHANICAL ENGINEERTBDTBDTITLE 24 ENGINEERTBDCORE SHELL RENOVATION OF BUILDING AND PROPERTY DUE TO ADJUSTMENT OF PROPERTYLINES. REMOVE APPROXIMATELY 8 FT. X FULL LENGTH OF BUILDING FRONTAGE, BUILD NEWBUILDING FRONTAGE AND FACADE W/ 2 NEW STORE FRONT WINDOW ASSEMBLIES, ALTER NORTHSIDE OF BUILDING AND FACADE & ADD STORE FRONT WINDOWS, REMOVE INTERIOR DIVIDINGWALLS & COMPENSATE STRUCTURAL AT EXTERIOR WALLS/MOMENT FRAMES, RECONFIGUREGENERAL POWER & LIGHTING INTERIOR AND EXTERIOR, RECONFIGURE HVAC SYSTEM FOR 2SPACES, RELOCATE TRASH ENCLOSURE, RECONFIGURE PARKING/PLANTERS/HARDSCAPE, ADAPARKING, LANDSCAPE, NEW ROOFING AT AFFECTED AREAS, PAINT ALL EXTERIOR/INTERIOR.VICINITY MAPPROJECT:Project:ADDRESS:5/8/19JWLJWLDATE:DRAWN:SCALE:PROJECT NO:REVIEWED:SHEET NO:ISSUE DATESNo.DATEDESCRIPTIONBYCONSULTANTS:SEAL AND STAMP:SHEET TITLE:PLANNING SUBMITTAL #1JWLPLANNING SUBMITTAL #2JWLJWLMetzovas Plaza2091, 2093, 2095, 2097N. Tustin St., Orange CACA 928655/10/19ANCHOR TENANTIMPROVEMENTCONCEPTSC.S.L.B.# 783521125 North Tiana LaneAnaheim, CA 92807OWNERSHIP AND USE OF DOCUMENTS These drawings and specifications are protected by FederalCopyright laws. Any use or reproduction of these documentswithout the consent of the above contractor is prohibited. Uponacquiring the building permit for this scope of work, the generalcontractor listed above agrees to assume responsibility forverifying in the field the accuracy of the information and buildingcode compliance detailed on these plans and hold harmless theproducer of these plans.6/30/19127/25/19PLANNING SUBMITTAL #3GENERAL NOTESSCOPE OF WORKABBREVIATION LEGENDSYMBOLS LEGENDNAVIGATION SYMBOL LEGENDCITY NOTES-A SEPARATE PERMIT FOR TENANT IMPROVEMENT DESIGN SHALL BE OBTAINED FROM THE CITY OFORANGE BEFORE ANY SPACE IN THIS BUILDING WILL BE CONSIDERED FOR OCCUPANCY BY THE CITY.PARKING, PLANTER, LANDSCAPE, SIGNS, ETC. SHOWNARE FOR DEPICTION OF THE BUILDING ONLY.FOR HALF SIZE PLANS, USE THEFOLLOWING SCALE CONVERSION:LISTED SCALE USE HALF SCALE1/2"=1'-0" 1/4"=1'-0"1/4"=1'-0" 1/8"=1'-0"1/8"=1'-0" 1/16"=1'-0"
NSEW8 STANDARD PARKING SPACES11 STANDARD PARKING + 1 ADA SPACESVANPARKINGNOEXITENTRANCE EXITPLTRENTRANCETRASHPLTRLPLPLPLPLPPLTRPLTRROOF OVERHANG
4,840 S.F.BUILDING(E)WM(E)GMGMGMGMSSSTREET SIGNWATER VALVEWVFHFIRE HYDRANTBWBACK OF SIDEWALKTOP OF TOP STEPTTSLSLIGHT STANDARDLEGEND :WATER METERINVERTBOTTOM OF DRIVEWAY "X"CENTER LINEFINISH FLOORTOP OF WALLTOP OF CURBWATER METERPROPERTY LINEWOODEN FENCEEXISTING GRADE ELEVATIONWROUGHT IRON FENCECHAIN LINK FENCECEMENT CONCRETENATURAL GROUNDCONCRETE BLOCK WALLTOP OF DRIVEWAY "X"DRIVEWAYFLOWLINEINVWMORORORORORCLFWIFPLLCWDFTWBXDWYNGCBWFLWMTXFFCCTC100.00ACASPHALT CONCRETESMHSEWER MANHOLEPOWER POLEPPEXISTING CONTOUR ELEVATION(100.00)EXISTING WATER LINEEXISTING TELEPHONE LINEEXISTING SEWER LINEEXISTING GAS LINEEXISTING UTILITY LINE (ABANDONED)OREXISTINGSITE PLANA-1LEGENDPROJECT:Project:ADDRESS:5/8/19JWLJWLDATE:DRAWN:SCALE:PROJECT NO:REVIEWED:SHEET NO:ISSUE DATESNo.DATEDESCRIPTIONBYCONSULTANTS:SEAL AND STAMP:SHEET TITLE:PLANNING SUBMITTAL #1JWLPLANNING SUBMITTAL #2JWLJWLMetzovas Plaza2091, 2093, 2095, 2097N. Tustin St., Orange CACA 928655/10/19ANCHOR TENANTIMPROVEMENTCONCEPTSC.S.L.B.# 783521125 North Tiana LaneAnaheim, CA 92807OWNERSHIP AND USE OF DOCUMENTS These drawings and specifications are protected by FederalCopyright laws. Any use or reproduction of these documentswithout the consent of the above contractor is prohibited. Uponacquiring the building permit for this scope of work, the generalcontractor listed above agrees to assume responsibility forverifying in the field the accuracy of the information and buildingcode compliance detailed on these plans and hold harmless theproducer of these plans.6/30/19127/25/19PLANNING SUBMITTAL #3KEY NOTESSCALE: 1/8"=1'-0"1EXISTING SITE PLAN
NSEW6 NONCOMFORMING PARKING SPACES
8 STANDARD PARKING + 1 ADA SPACES
VANPARKINGNONO EXITEXITENTRANCELPOLD PROPERTY LINE
LPU.P.U.P.MEATS AVE. CENTERLINETUSTIN ST. CENTERLINEU.P.CCCCOLD STREET CURBLINEOLD PROPERTY LINEOLD STREET CURBLINEP
LLPU.P.(N)(N)U.P.(E)(E)U.P.(E)(N)OLD BUILDING LINE
(N)(N)(N)(N)(N)(N)CURBLINE(N)CURBLINE
WHOLE BUILDING3,828 S.F. I.D.3,982 O.D.1.1SLPSLPLNDG1:121:12ROW SIDEWALKROW SIDEWALK
1.41.5 1.5
1.61.51.8 (N)(N)(N)(N)1.91.2(N)1.2(N)1.31.31.01.0(N)1.0(N)1.0(N)1.0(N)1.0(N)5A-5.12.12.2TRC3 YD3 YD2 YDBINBINBIN2.3(R)LP2.4 GM(E)IWR2.5 GMGMGM2.6
(E)(E)3 C.Y.UNCOMPACTED RECYCLING3 C.Y.ORGANICS.05 C.Y.2.7DWRB.F.D.1.72.9(N)2.9(N)3.0(N)3.0(N)Addresses for all new tenant spaces must beassigned by Public Works Subdivision prior toissuance of building permits for this project.ACC36ACC36ACC37ACC37ACC37ACC373.1(R)ACC319ACC333.2(N)SLPACC33,16ACC3ACC311,13MAXMAXLNDG11,13SLP1:12MAXSLP1:12MAX1.5
3.33.4CLRCLR
CLRWM3.33.3CLRACC318ACC318(N)3.5(N)2.0(E)3.6(N)3.7(N)2.83.8(N)1.0KEY NOTESSYMBOL DESCRIPTIONPlanter area1.1Low profile monument sign1.2Trash enclosure. Smaller dumpster bin sizes and higherfrequency of trash pickup shall be used as needed tocomply with trash enclosure related building codes andcity ordinances as needed.1.3Approach design & dimensions TBD by public works.1.4Existing asphalt concrete pavement to be slurried& striped. Whole parking lot.1.5PCC walkway. Max. slope 1:20 in direction oftravel and 2% max cross slope.1.6PCC walkway.1.7ADA ramp w/curb & railing per accessible code.2% max cross slope to prevent pooling.1.8Portland concrete walkway pavement w/valleygutter sloped toward street 2%.1.95ft tall cinder block fence2.06 ft tall chain link fence full depth of property.2.1ROW street corner design TBD by public works.2.2No alterations proposed at east setback.2.3Electric meter service equipment-Plans submitted for Building Plan Review shall comply with theCalifornia Fire Code as amended by the City and as frequentlyamended and in affect at the time of application for Building Permit.NOTES2.4All openings on walls within 5'-0" of the property lineshall be 1 hour rated protection.2.5Flow line on the east side of building shall remain intact for the culver pipe for drainage purposes.2.6Valley gutter.2.7Domestic water service riser. Provide UL listedBackflow device. See A-2.1 for specifications.2.8Relocated irrigation water service riser. Provide ULlisted backflow device at location approved by publicworks. See A-2.1 for specifications.2.98 ft. tall ornamental metal parking lot light standardmounted on top of a 20"x20"x24" tall concrete pilasterbase w/footing.3.0Wrought iron gate with knox box.3.1Water main domestic & irrigation services S.O.V.handhole new location to be determined by PublicWorks.3.2ADA ramp without railing.3.3Landing @ top of ramp w/ 2% max cross slope.48" long x full width of ramp aisle.3.4Landing @ bottom of ramp w/ 2% max cross slope.72" long x full width of ramp aisle.3.5Dual purpose tire stop & planter curb. Front vehicleoverhang is landscaped to maximize planter area. Lengthof parking stalls are 6" less than a standard parking stall.Planter w/concrete curb perimeter also servingas parking stall vehicle overhang.3.6"NO EXIT" sign.3.7Automatic irrigation system equipment inside lockablehandhole.3.81-25126-50251-7531 in every 8 accessible spaces provided, not less than 1, shall bevan accessible with an 8'-0" wide access aisle.SSSTREET SIGNWATER VALVEWVFHFIRE HYDRANTBWBACK OF SIDEWALKTOP OF TOP STEPTTSLSLIGHT STANDARDLEGEND :WATER METERINVERTBOTTOM OF DRIVEWAY "X"CENTER LINEFINISH FLOORTOP OF WALLTOP OF CURBWATER METERPROPERTY LINEWOODEN FENCEEXISTING GRADE ELEVATIONWROUGHT IRON FENCECHAIN LINK FENCECEMENT CONCRETENATURAL GROUNDCONCRETE BLOCK WALLTOP OF DRIVEWAY "X"DRIVEWAYFLOWLINEINVWMORORORORORCLFWIFPLLCWDFTWBXDWYNGCBWFLWMTXFFCCTC100.00ACASPHALT CONCRETESMHSEWER MANHOLEPOWER POLEPPEXISTING CONTOUR ELEVATION(100.00)EXISTING WATER LINEEXISTING TELEPHONE LINEEXISTING SEWER LINEEXISTING GAS LINEEXISTING UTILITY LINE (ABANDONED)ORPROPOSEDSITE PLANA-2LEGENDPROJECT:Project:ADDRESS:5/8/19JWLJWLDATE:DRAWN:SCALE:PROJECT NO:REVIEWED:SHEET NO:ISSUE DATESNo.DATEDESCRIPTIONBYCONSULTANTS:SEAL AND STAMP:SHEET TITLE:PLANNING SUBMITTAL #1JWLPLANNING SUBMITTAL #2JWLJWLMetzovas Plaza2091, 2093, 2095, 2097N. Tustin St., Orange CACA 928655/10/19ANCHOR TENANTIMPROVEMENTCONCEPTSC.S.L.B.# 783521125 North Tiana LaneAnaheim, CA 92807OWNERSHIP AND USE OF DOCUMENTS These drawings and specifications are protected by FederalCopyright laws. Any use or reproduction of these documentswithout the consent of the above contractor is prohibited. Uponacquiring the building permit for this scope of work, the generalcontractor listed above agrees to assume responsibility forverifying in the field the accuracy of the information and buildingcode compliance detailed on these plans and hold harmless theproducer of these plans.6/30/19127/25/19PLANNING SUBMITTAL #3PARKING INFO1SCALE: 1/8"=1'-0"1PROPOSED SITE PLANEXISTG WALLWALL & FINISHES TO REMAIN INTACTDEMO WALLSHORE CEILING W/EQUAL SUPPORT @BOTH SIDES OF WALL TO BE REMOVEDNEW WALLEXSTG PONY WALLDEMO WALL STUCCO ORDRYWLL ONLYONE SIDE, FLOOR TO CEILINGKEY NOTES11111111111111111111111111111111111111222222222222
NSEWVANPARKINGNOADARAMPLLPPLP(N)CURBLINE(N)CURBLINE
ROW SIDEWALKROW SIDEWALK
1.0(N)1.0(N)1.0(N)COMPACT1.0(N)LP7777777777777777777777777777726262777771.0(N)1.0(N)1022677771.0(N)767777710222911111111111111111111111111111111111.1952105552610675555888221.2(N)1.2(N)1.3(N)1117777777777777710109101022111166666NO EXIT10255555555PLANTING LEGENDDESCRIPTIONTBD climbing vine plant123456785 gal. White Wheelers Dwarf Pittosporum shrub or similarDeleted5 gal. white green spire Euonymus Shrub or similar @ 24"O.C. layout.5 gal. Karo Red Mirror Plant shrub or similar5 gal. Sago Palm or similar24" box Queen Palm or Indian Silver Date Palm or similar#91 gal Blue Fescue ground cover or similar @ 30" O.C. layout5 gal dwarf Palm Tree or similar105 gal. Petite Butterfly or Pink Ballerina Indian Hawthorneshrub or similar1.0Medium brown color medium bark soil cover over weedblocker barrier.1.1Recessed grade 4" below top of curb @ planter areas infront of parking.1.29 ft tall rott iron trellis mounted to wall 6" away from wall.6"x6" square grid pattern.-NOTES-IRRIGATION PLAN: Notify community services department, (714)532-6464, for irrigation main line pressure test and coverage test. 48hours notice required.-PLANDING PLAN: Notify community services department, (714)532-6464, for landscape inspection prior to excavation of planting forplant materials, city street trees, and setback requirements. 48 hoursnotice required.-See Civil Engineering plans for more information.KEYNOTES1.3Rott iron trellis mounted to wall 6" away from wall over 18"wide planter.-Prior to the issuance of building permits, the applicant shall haveprepared by a licensed professional landscape architect a finallandscaping & irrigation plan for the project, in compliance with OMC,Chapter 16.50 & OMC Section 17.18.160 for the review and finalapproval by the Community Services Department.111 gal fescue ground cover or similar @ 30" O.C. layoutSSSTREET SIGNWATER VALVEWVFHFIRE HYDRANTBWBACK OF SIDEWALKTOP OF TOP STEPTTSLSLIGHT STANDARDLEGEND :WATER METERINVERTBOTTOM OF DRIVEWAY "X"CENTER LINEFINISH FLOORTOP OF WALLTOP OF CURBWATER METERPROPERTY LINEWOODEN FENCEEXISTING GRADE ELEVATIONWROUGHT IRON FENCECHAIN LINK FENCECEMENT CONCRETENATURAL GROUNDCONCRETE BLOCK WALLTOP OF DRIVEWAY "X"DRIVEWAYFLOWLINEINVWMORORORORORCLFWIFPLLCWDFTWBXDWYNGCBWFLWMTXFFCCTC100.00ACASPHALT CONCRETESMHSEWER MANHOLEPOWER POLEPPEXISTING CONTOUR ELEVATION(100.00)EXISTING WATER LINEEXISTING TELEPHONE LINEEXISTING SEWER LINEEXISTING GAS LINEEXISTING UTILITY LINE (ABANDONED)ORPROPOSEDLANDSCAPE CONCEPTA-2.1LEGENDPROJECT:Project:ADDRESS:5/8/19JWLJWLDATE:DRAWN:SCALE:PROJECT NO:REVIEWED:SHEET NO:ISSUE DATESNo.DATEDESCRIPTIONBYCONSULTANTS:SEAL AND STAMP:SHEET TITLE:PLANNING SUBMITTAL #1JWLPLANNING SUBMITTAL #2JWLJWLMetzovas Plaza2091, 2093, 2095, 2097N. Tustin St., Orange CACA 928655/10/19ANCHOR TENANTIMPROVEMENTCONCEPTSC.S.L.B.# 783521125 North Tiana LaneAnaheim, CA 92807OWNERSHIP AND USE OF DOCUMENTS These drawings and specifications are protected by FederalCopyright laws. Any use or reproduction of these documentswithout the consent of the above contractor is prohibited. Uponacquiring the building permit for this scope of work, the generalcontractor listed above agrees to assume responsibility forverifying in the field the accuracy of the information and buildingcode compliance detailed on these plans and hold harmless theproducer of these plans.6/30/19127/25/19PLANNING SUBMITTAL #3KEY NOTESSCALE: 1/8"=1'-0"1PROPOSED LANDSCAPE PLAN2222222
WALL ASSEMBLY SCHEDULE8" CMU STRUCTURALWALLREBAR REINFORCED, GROUTEDCELLSXXEXTER 2X6 D.F. STUDWALL2X6 D.F., 16" O.C., W/FIRE BLCKG@ 48" A.F.F.. 2X6 P.T. SILL PLTE,DBL TOP PLTEEXTER: 7/8" STUCCO OVER STUCCO WIRENAIL'D W/FURED NAILS @ 6" O.C.. SEE WALLFINISHES (1)INTER PARTITION WALL,1 HR FIRE RATEDNON-STRUCTURAL2X6 D.F., 16" O.C., W/FIRE BLCKG@ 48" A.F.F..BOTTOM 4" WALL PANEL TO BE 5/8"HARDIBACKER OR CDX PLYWD. FASTENPANELS WITH 1 5/8" DRYWLL SCREWS @ 12"O.C.A1A2A3E/NN9'-8" X 9'-6" STORE FRONTWINDOW ASSEMBLYDUAL PANE HIGHREFLECTIVE GLASSTEMPEREDSTORE FRONTMTL FRAMEXXNA0" A.F.F.N9'-8" X 9'-6" STORE FRONTWINDOW ASSEMBLYDUAL PANE HIGHREFLECTIVE GLASSTEMPEREDSTORE FRONTMTL FRAMEXXNA0" A.F.F.E18'-0" X 9'-6" STORE FRONTWINDOW ASSEMBLYDUAL PANE HIGHREFLECTIVE GLASSTEMPEREDSTORE FRONTMTL FRAMEXXNA36" A.F.F.E/N1EXTER DBL MTL/GLASSSTORE FRONTDOOR/WINDOW ASSEMBLY2 ACTIVE 36" DOORSE17'-4"x9'-6"SELF CLOSING, W/NO LATCHOUTSWING 90 DEG., 10" TALL SMOOTHKICKPLATE @ BOTT OF DR'S BOTH SIDES,5 LB. MAX OPENING FORCE, SEE ADADETAILS FOR ADDITIONAL SPEC'SFACTORYTEMPEREDGLAZING2EXTER DBL MTL/GLASSSTORE FRONTDOOR/WINDOW ASSEMBLY2 ACTIVE 36" DOORSE12'-0"x15'-0"SELF CLOSING, W/NO LATCHOUTSWING 90 DEG., 10" TALL SMOOTHKICKPLATE @ BOTT OF DR'S BOTH SIDES,5 LB. MAX OPENING FORCE, SEE ADADETAILS FOR ADDITIONAL SPEC'SFACTORYTEMPEREDGLAZING3EXTER STL SOLID COREEMERGENCY EXIT DOORE3'-0"x6'-8"SELF CLOSING, W/LATCH & PANICHARDWAREOUTSWING, 10" TALL SMOOTH KICKPLATE@ BOTT OF DR'S BOTH SIDES, 5 LB. MAXOPENING FORCE, NO ENTRY MECHANISMFROM OUTSIDE. V.I.F.PAINTGRADE4EXTER STL SOLID COREEMERGENCY EXIT DOORE3'-0"x6'-8"SELF CLOSING, W/LATCH & PANICHARDWAREOUTSWING, 10" TALL SMOOTH KICKPLATE@ BOTT OF DR'S BOTH SIDES, 5 LB. MAXOPENING FORCE, NO ENTRY MECHANISMFROM OUTSIDE. V.I.F.PAINTGRADE5EXTER STL SOLID COREEMERGENCY EXIT DOORE3'-0"x6'-8"SELF CLOSING, W/LATCH & PANICHARDWAREOUTSWING, 10" TALL SMOOTH KICKPLATE@ BOTT OF DR'S BOTH SIDES, 5 LB. MAXOPENING FORCE, NO ENTRY MECHANISMFROM OUTSIDE. V.I.F.PAINTGRADE6EXTER STL SOLID COREEMERGENCY EXIT DOORE3'-0"x6'-8"SELF CLOSING, W/LATCH & PANICHARDWAREOUTSWING, 10" TALL SMOOTH KICKPLATE@ BOTT OF DR'S BOTH SIDES, 5 LB. MAXOPENING FORCE, NO ENTRY MECHANISMFROM OUTSIDE. V.I.F.PAINTGRADE#A2A2A2A2A1
A1A11.01.01.01.21.21.21.21.31.31.3(N)(N)(N)(N)(N)(N)(N)(N)(E)(E)11111222221121.1(R)GM(E)3456121.41.41.41.43334444333331.5441.61.6BBAANSEW-All sewer piping to have min. 1/4" per ft slope & laid in a 4" bed of washed sandunder & over pipe.-All wtr supply to be type l copper pipe-no flat venting allowed-All pipe and fittings to be approved by listed building codes.-Welded copper pipe connections underground to be brazed.-All underground copper piping to be continuously wrapped in poly pipe sleeveto 4" aff..-No sanitary fittings below flood rim of highest fixt in system.-All hot wtr supply pipes above grnd to be wrapped with self sealing poly foampipe insulation sleeves.-All water closets to be < or = 1.28 gal/flush per Cal Green Code. See CalGreen mandatory measures sht for additional fixture requirements.-All faucets to be low flow and approved by energy commision.PLUMBING NOTESFENESTRATION NOTESper 2016 cec 150.2(b)1-b replacement fenestration. replacement of fenestration,where existing fenestration area in an existing wall or roof is replaced with a newmanufactured fenestration product and up to the total fenestration area removedin the existing wall or roof, the replaced fenestration shall meet the u-factor andsolar heat gain coefficient requirements of sections 150.1(c)3a, and 150.1(c)4.per 150.1(c)4: shading. where table 150.1-a requires a maximum solar heat gaincoefficient (shgc), the requirements shall be met by one of the following: a.complying with the required shgc pursuant to section 150.1(c)3a; or b. anexterior operable shading louver or other exterior shading device that meets therequired shgc; or c. a combination of items a and b to achieve the sameperformance as achieved in section 150.1(c)3a. section 150.1 – performanceand prescriptive compliance approaches for low-rise residential buildings page250 2016 building energy efficiency standardsd. for south-facing glazing only, optimal overhangs shall be installed so that thesouth-facing glazing is fully shaded at solar noon on august 21 and substantiallyexposed to direct sunlight at solar noon on december 21. e. exterior shadingdevices must be permanently secured with attachments or fasteners that are notintended for removal. exception to section 150.1(c)4e: where the californiabuilding code (cbc) requires emergency egress or where compliance wouldconflict with health and safety regulations.per 150.1(c)3-a: fenestration: installed fenestration products shall have an areaweighted average u-factor and shgc no greater than the applicable value intable 150.1-a and shall be determined in accordance with sections 110.6(a)2and 110.6(a)3.ELECTRICAL NOTES-All branch circuits that supply 125 volt, single phase, 15 and 20 ampere outletsinstalled in dwelling units shall be protected by an arc-fault circuit interruptor(s).This requirements for the entire circuit, not just the outlets. (cec 210.12)-All receptacles shall be labeled tamper resistant.-Minimum (2) 20A small appliance outlet circuits are required for kitchen.Dedicated outlet circuits are required for all major kitchen appliances.-Provide switch and receptacle heights per state of Calif accessible requirements.-Receptacle Heights-Electrical receptacle outlets on branch circuits of 30 amperesor less and communication system receptacles shall be located no more that 48inches and communication system receptacles shall be located no more that 48inches measured from the top of the receptacle outlet box or receptacle housingnor less than 15 inches measured from the bottom of the receptacle housing tothe level of the finished floor or working platform. If the reach is over anobstruction ( for example, a kitchen base cabinet) between 20 and 25 inches indepth, the maximum height measued at the box is reduced to 44 inches forforward approach, or 46 inches from side approached, provided the obstruction isno more that 24 inches in depth. Obstruction shall not extend more than 25inches from the wall beneath the receptacle. (CBC1117B.6.5.2, CBC1136A.1)-all appliances to be compliant to california energy star, energycommision,current irc/cmc code, & local energy efficient & buildg requirements.-all approved ducting in attic to be r-8 min. insulated flex ducting of appropriatesize; all approved connectors to be air tight & insulated by contractor with r-8.all conn to be dbl banded so that conn & duct is secured with band clamp with3 wire duct rings protruding beyond clamp; & insulation is pulled over & passedfirst band & secured with 2nd band clamp.-ridgid mtl ducting to be sealed with ul-181 tape & insulated with r-8 fiberglassjacket.-ducts penetrating wall or ceiling separations between a garage and thedwelling unit shall be constructed of minimum 26 gauge sheet metal and shallhave no openings into the garage. (r302.5.2)-all ducting to be run through attic space unless access does not allow. ductingin crawlspace to be rigid.-see title 24 mandatory measures for additional requirements.MECHANICAL NOTES-Provide governing power company written notice of the extent and nature of anymaterial change in the size, character, or extent of the utilitzating equipment oroperations for which GPC is supplying electric service before making any such change.-The underground and grounded conductors of each multiwire branch circuit shall begrouped by wire ties or similar means in at least one location within the panelboard orother point of origination. (210.4(d))-Each multiwire branch circuit shall be provided with a means that will simultaneouslydisconnect all ungrounded conductors at the point where the branch circuit originates.-All installed materials and equipment shall be listed U.L., NRTL or listed and approvedby a Whittier approved testing laboratory.-Provide arc flash labeling as required per (110.16)-All new overcurrent devices installed in existing panels/switchboards shall match themake, model, and interrupting capacity of the existing overcurrent devices.-Raceway Seals- Conduits or raceways through which moisture may contact live partsshall be sealed or plugged at either or both ends.Smooth stucco: 7/8" stucco over stucco wire nail'dw/fured nails @ 6" o.c.. For weather proofing understucco, provide one layer of No. 15 asphalt felt, freefrom holes and breaks, complying with ASTM D226 forType 1 felt or other approved water-resistive barriershall be applied over studs or sheathing of all exteriorwalls. Such felt or material shall be applied horizontally,with the upper layer lapped over the lower layer notless than 2 inches (51 mm). Where joints occur, feltshall be lapped not less than 6 inches (152 mm). Thefelt or other approved material shall be continuous tothe top of walls and terminated at penetrations andbuilding appendages in a manner to meet therequirements of the exterior wall envelope as describedin Section R703.1. 2 staggered layers are requiredover plywood sheathing.1WALL FINISHESSYMBOL DESCRIPTION2Smooth stucco finish over existing CMU. Prepare wallto bond to new stucco finish.35/8" gypsum panel taped & sanded smooth.4CMU wall unfinished.NSEW1.11.21.21.0typ1.0typ1.0typ1.01.01.01.01.21.21.2 1.01.41.41.4 1.31.71.71.71.71.81.61.91.71.61.71.61.71.61.71.62.02.12.02.02.02.11.31.81.91.31.81.91.31.81.91.62.12.12.42.52.52.5 2.5TO REMAINDEMOGM(E)2.61.01.1DEMOLITION KEY NOTESSYMBOL DESCRIPTIONProvide adequate braced shoring to support adjacentwalls & roof, & demo masonry and steel column complete.1.3Demo & haul away existing non-structural partition walls,furred walls, doors, t-bar/hard lid ceilings complete.Temporarily cap off existing electrical wire circuits forfuture modification. All circuits in demolition areas are tobe turned off at service panel before work commences.1.4Full height wall and associated elements to remain in tact.Protect in place.Provide adequate braced shoring to support adjacentwalls & roof, & demo CMU complete level to foundation.1.2Demo & haul away storefront frame, doors, glass, etc.complete.1.5Structural roof to remain in tact. Shore up, brace, &protect in place.1.6Demo and haul away all millwork.1.7Demo and haul plumbing fixtures. Cap all plumbing andsewer 6" above ground & secure a cover over toiletflange.1.8-Demo & haul away all interior light fixtures at ceilings,including all branches except main electrical home runcircuits to be repurposed, all associated anchors/hangers.-Wire nut cap remaining power leads inside approvedj-boxes.-Demo & haul away receptacles, conduit, wire, j-boxesattached to walls or ceiling to be demolished.-Provide 20 amp hot receptacles inside j-boxes as neededfor construction power.1.9Demo & haul away all flooring materials down to bareconcrete foundation.2.0Provide adequate braced shoring to support adjacentwalls, steel I-beam, & roof. Demo CMU wall completelevel to foundation. Steel post to remain in tact untilreplacement support system is installed.2.1Steel structural post supporting roof.2.2Demo & haul away all HVAC/mehanical ducting &equipment.2.3Steel I-beam @ roof structure.2.4Electrical equipment to be relocated approximately 8 fteast along same wall.2.5Demo & haul away roof overhang complete. Flat roofrafters are to be cut back as needed for new roof design.See structural plans.2.6Gas meter to be relocated further away from street. Seefloor plan & mechanical engineering sheets.FLOORPLAN KEYNOTESSYMBOL DESCRIPTION1.01.11.21.3Emergency exit. Contractor to verify in field thatexisting door, panic bar, door handles, self closer,threshold, etc. are in good working condition, andverify a maximum of 5 lb. of force is needed toopen door to it's fully open position. Contractor toprovide maintenance to existing entrance asneeded to make fully accessible and buildingcode compliant.1.4Relocated main electrical service equipment.Beam support column. See structural plans.Store front windows. Bronze metal frame.Tempered glazing.Steel I-beam supporting roof. See structural plans.Gas meter.1.5No modifications on this entire side of buildingwall below roof joist line.1.6A-4DEMO PLAN FLOOR PLANLEGENDPROJECT:Project:ADDRESS:5/8/19JWLJWLDATE:DRAWN:SCALE:PROJECT NO:REVIEWED:SHEET NO:ISSUE DATESNo.DATEDESCRIPTIONBYCONSULTANTS:SEAL AND STAMP:SHEET TITLE:PLANNING SUBMITTAL #1JWLPLANNING SUBMITTAL #2JWLJWLMetzovas Plaza2091, 2093, 2095, 2097N. Tustin St., Orange CACA 928655/10/19ANCHOR TENANTIMPROVEMENTCONCEPTSC.S.L.B.# 783521125 North Tiana LaneAnaheim, CA 92807OWNERSHIP AND USE OF DOCUMENTS These drawings and specifications are protected by FederalCopyright laws. Any use or reproduction of these documentswithout the consent of the above contractor is prohibited. Uponacquiring the building permit for this scope of work, the generalcontractor listed above agrees to assume responsibility forverifying in the field the accuracy of the information and buildingcode compliance detailed on these plans and hold harmless theproducer of these plans.6/30/19127/25/19PLANNING SUBMITTAL #3SCALE: 1/8"=1'-0"1DEMO PLANNOTESSCHEDULESSCALE: 1/8"=1'-0"2PROPOSED FLOOR PLANKEYNOTESKEYNOTESWALL FINISHESEXISTG WALLWALL & FINISHES TO REMAIN INTACTDEMO WALLSHORE CEILING W/EQUAL SUPPORT @BOTH SIDES OF WALL TO BE REMOVEDNEW WALLEXSTG PONY WALLDEMO WALL STUCCO ORDRYWLL ONLYONE SIDE, FLOOR TO CEILING1
T.O.F.F.GRADET.O.F.R.T.O.P.W.T.O.R.SIGNSIGNSIGNSIGN1.6typ1.6typ1.1typ1.0T.O.F.F.GRADET.O.F.R.T.O.P.W.T.O.R.1.01.11.21.31.41.41.5typT.O.F.F.GRADET.O.F.R.T.O.P.W.T.O.R.GM1.3typ1.0T.O.F.F.GRADET.O.F.R.T.O.P.W.T.O.R.1.3typ1.21.41.11.0Textured stucco.KEY NOTESSYMBOL DESCRIPTIONHVAC equipmentRed clay spanish style roof tile.1.21.3brick columnWood fascia1.4Parapet wall1.5Store front windows & door.1.6SSSTREET SIGNWATER VALVEWVFHFIRE HYDRANTBWBACK OF SIDEWALKTOP OF TOP STEPTTSLSLIGHT STANDARDLEGEND :WATER METERINVERTBOTTOM OF DRIVEWAY "X"CENTER LINEFINISH FLOORTOP OF WALLTOP OF CURBWATER METERPROPERTY LINEWOODEN FENCEEXISTING GRADE ELEVATIONWROUGHT IRON FENCECHAIN LINK FENCECEMENT CONCRETENATURAL GROUNDCONCRETE BLOCK WALLTOP OF DRIVEWAY "X"DRIVEWAYFLOWLINEINVWMORORORORORCLFWIFPLLCWDFTWBXDWYNGCBWFLWMTXFFCCTC100.00ACASPHALT CONCRETESMHSEWER MANHOLEPOWER POLEPPEXISTING CONTOUR ELEVATION(100.00)EXISTING WATER LINEEXISTING TELEPHONE LINEEXISTING SEWER LINEEXISTING GAS LINEEXISTING UTILITY LINE (ABANDONED)OREXISTINGELEVATIONSA-5LEGENDPROJECT:Project:ADDRESS:5/8/19JWLJWLDATE:DRAWN:SCALE:PROJECT NO:REVIEWED:SHEET NO:ISSUE DATESNo.DATEDESCRIPTIONBYCONSULTANTS:SEAL AND STAMP:SHEET TITLE:PLANNING SUBMITTAL #1JWLPLANNING SUBMITTAL #2JWLJWLMetzovas Plaza2091, 2093, 2095, 2097N. Tustin St., Orange CACA 928655/10/19ANCHOR TENANTIMPROVEMENTCONCEPTSC.S.L.B.# 783521125 North Tiana LaneAnaheim, CA 92807OWNERSHIP AND USE OF DOCUMENTS These drawings and specifications are protected by FederalCopyright laws. Any use or reproduction of these documentswithout the consent of the above contractor is prohibited. Uponacquiring the building permit for this scope of work, the generalcontractor listed above agrees to assume responsibility forverifying in the field the accuracy of the information and buildingcode compliance detailed on these plans and hold harmless theproducer of these plans.6/30/19127/25/19PLANNING SUBMITTAL #3KEY NOTESSCALE: 1/8"=1'-0"1WEST ELEVATIONSCALE: 1/8"=1'-0"4SOUTH ELEVATIONSCALE: 1/8"=1'-0"3EAST ELEVATIONSCALE: 1/8"=1'-0"2NORTH ELEVATION
12461T.O.F.F.GRADET.O.F.R.TOP OF ROOF TILE1241.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.21.2typtyp1.1typ1.1typ1.4typ1.4typTOP OF ROOF TILET.O.P.1.5(N)typ1.6typ1.61.61.6(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)1.3(N)typ1.3(N)typ1.7typ(N)1.7typ(N)20911.8(N)STORE SIGNSTORESIGN1.9(N)1.9(N)BB
CC
T.O.F.F.GRADET.O.F.R.TOP OF ROOF TILE.T.O.P.W.1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.1typ1.7typ1.4typ1.3typ1.2typT.O.P.W.T.O.P.T.O.P.W.1.6(N)(N)(N)(N)1.7typ(N)1.7typ(N)1.6(N)STORE SIGNLOCATION1.9(N)OPTIONAL124124T.O.F.F.GRADET.O.F.R.T.O.R.T.O.P.W.1.2typ1.2typ1.1typ1.1typ1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.0(N)1.4typ1.4typGM(E)1.3typ(R/R)(R/R)(R/R)(R/R)(N)(N)(N)(N)(N)(N)GM(E)GM(E)GM(E)(E)(E)(E)(E)1.2typ(N)T.O.F.F.GRADET.O.F.R.T.O.P.W.1.0(N)1.0(N)1.1typ1.7typ1.2typ1.3typ1.01.3typ1.2typ1.2typ1.4typTOP OF ROOF TILE.1.6(N)(N)(N)(N)(N)(N)(N)(N)(N)1.7typ(N)(N)(N)(N)2.0(R)(R)AAGENERAL NOTES2.1.Contractor shall review and become familiar with all plans, sections,elevations, details, etc., and V.I.F. PRIOR to beginning the snap-linephase of the project.4.All dimensions and alignment notes to finish face of gypsum wallboard unless noted otherwise.Contractor to inform architect via email or written document of anyconflicting information for resolution, or requests for information.1.11.01.3Smooth finish stucco painted Sherman Williams cottage white.KEY NOTESSYMBOL DESCRIPTIONS style Eagle cement tile & trim over 30 lb. felt. Faded red color.1.2Smooth finish stucco coated architectural crown foam core.Painted Sherman Williams cottage whiteSmooth finish stucco coated architectural foam core faux corbelbeam. Painted Sherman Williams burnt umber1.426 guage water tight galvanealed sheet metal wall cap panw/2" down bends w/pressure bend @ drip edge. paint to be aclose match to corbel paint color.1.5Rot iron trellis mounted onto wall.1.6Canvas awning on metal frame. Color: Lime green1.73"x16" precast cement wall base.1.8New and existing buildings shall be provided with approvedaddress identification. The address identification shall belegible and placed in a position that is visible from the street orroad fronting the property. Address identification charactersshall contrast with their background. Address numbers shall beArabic numbers or alphabetical letters. Numbers shall not bespelled out. Each character shall be a minimum of 4 inches(102 mm) high with a minimum stroke width of 1/2 inch (12.7mm). Mount address numbers 8'-0" A.F.F. to center line ofcharacters.1.9Store sign. Deferred submittal by others.2.0Electric meter service equipment.TOP OF R.O.W. STREET CURBTOP OF STREET PAVEMENTTOP OF PLANTER CURBMONUMENT SIGNTOP OF SIGNMONUMENT SIGNDEFERRED ON SEPARATEPERMIT BY OTHERS.MONUMENT SIGN DOESNOT ENCROACH INTO THECORNER CUT-OFF AREA.SSSTREET SIGNWATER VALVEWVFHFIRE HYDRANTBWBACK OF SIDEWALKTOP OF TOP STEPTTSLSLIGHT STANDARDLEGEND :WATER METERINVERTBOTTOM OF DRIVEWAY "X"CENTER LINEFINISH FLOORTOP OF WALLTOP OF CURBWATER METERPROPERTY LINEWOODEN FENCEEXISTING GRADE ELEVATIONWROUGHT IRON FENCECHAIN LINK FENCECEMENT CONCRETENATURAL GROUNDCONCRETE BLOCK WALLTOP OF DRIVEWAY "X"DRIVEWAYFLOWLINEINVWMORORORORORCLFWIFPLLCWDFTWBXDWYNGCBWFLWMTXFFCCTC100.00ACASPHALT CONCRETESMHSEWER MANHOLEPOWER POLEPPEXISTING CONTOUR ELEVATION(100.00)EXISTING WATER LINEEXISTING TELEPHONE LINEEXISTING SEWER LINEEXISTING GAS LINEEXISTING UTILITY LINE (ABANDONED)ORPROPOSEDELEVATIONSA-5.1LEGENDPROJECT:Project:ADDRESS:5/8/19JWLJWLDATE:DRAWN:SCALE:PROJECT NO:REVIEWED:SHEET NO:ISSUE DATESNo.DATEDESCRIPTIONBYCONSULTANTS:SEAL AND STAMP:SHEET TITLE:PLANNING SUBMITTAL #1JWLPLANNING SUBMITTAL #2JWLJWLMetzovas Plaza2091, 2093, 2095, 2097N. Tustin St., Orange CACA 928655/10/19ANCHOR TENANTIMPROVEMENTCONCEPTSC.S.L.B.# 783521125 North Tiana LaneAnaheim, CA 92807OWNERSHIP AND USE OF DOCUMENTS These drawings and specifications are protected by FederalCopyright laws. Any use or reproduction of these documentswithout the consent of the above contractor is prohibited. Uponacquiring the building permit for this scope of work, the generalcontractor listed above agrees to assume responsibility forverifying in the field the accuracy of the information and buildingcode compliance detailed on these plans and hold harmless theproducer of these plans.6/30/19127/25/19PLANNING SUBMITTAL #3KEY NOTESSCALE: 1/8"=1'-0"1WEST ELEVATIONSCALE: 1/8"=1'-0"4SOUTH ELEVATIONSCALE: 1/8"=1'-0"3EAST ELEVATIONSCALE: 1/8"=1'-0"2NORTH ELEVATION1SCALE: 1/2"=1'-0"5MONUMENT SIGN ELEVATION1111111111
1.21.21.01.01.01.01.11.11.1 1.1
1.026 gauge sht mtl roof jack @ all pipe penetrations through roofwhere occurs.KEY NOTESSYMBOL DESCRIPTION1.01.11.2HVAC equpment on curb platform to remain in tact.Demo & haul away roof overhang complete. Flat roof rafters areto be cut back as needed for new roof design. See structuralplans.1.3HVAC equipment on curb platform to be removed & salvaged forrelocation. Demo & haul away curb platform & infill roof deck tomatch adjacent roof.6" tall curb platform for HVAC equipment.1.4Kitchen exhaust equipment is to remain in tact.1.5Uncovered HVAC equipment enclosure.1.6Equipment access openning @ wall. 42"wx60"t1.7Class B, Built-up asphalt roof w/granulated top. Listed ASTME108 or UL 790.1.8Low profile parapet wall1.9Medium profile parapet wall2.0High profile parapet wall2.1Smooth stucco coated architectural foam core crown trim.2.2S style cement tile & trim. Faded red color.2.3NSEW1.31.31.01.01.01.41.51.51.61.61.7(N)1.7(N)(E)(E)(E)(E)(R)(N)(N)(N)(N)(N)1.9(N)1.8(N)1.8(N)1.8(N)1.8(N)1.8(N)2.0(N)2.0(N)2.0(N)2.0(N)2.0(N)2.0(N)1.8(N)2.1(N)typ2.1(N)typ2.1(N)typ2.2(N)typ2.2(N)typ2.2(N)typRIDGELINEHIPHIPHIPHIP4:12PITCH4:12PITCH28" OVRHNG28" OVRHNG24" OVRHNG TYP.
24" OVRHNG TYP.
24" OVRHNG TYP.4:12PITCH1/4:12PITCH1/4:12PITCH1/4:12PITCH1.01/4:12PITCH1/4:12PITCH2.32.31.7(N)2.3ROOF PLANA-7PROJECT:Project:ADDRESS:5/8/19JWLJWLDATE:DRAWN:SCALE:PROJECT NO:REVIEWED:SHEET NO:ISSUE DATESNo.DATEDESCRIPTIONBYCONSULTANTS:SEAL AND STAMP:SHEET TITLE:PLANNING SUBMITTAL #1JWLPLANNING SUBMITTAL #2JWLJWLMetzovas Plaza2091, 2093, 2095, 2097N. Tustin St., Orange CACA 928655/10/19ANCHOR TENANTIMPROVEMENTCONCEPTSC.S.L.B.# 783521125 North Tiana LaneAnaheim, CA 92807OWNERSHIP AND USE OF DOCUMENTS These drawings and specifications are protected by FederalCopyright laws. Any use or reproduction of these documentswithout the consent of the above contractor is prohibited. Uponacquiring the building permit for this scope of work, the generalcontractor listed above agrees to assume responsibility forverifying in the field the accuracy of the information and buildingcode compliance detailed on these plans and hold harmless theproducer of these plans.6/30/19127/25/19PLANNING SUBMITTAL #3LEGENDKEY NOTESSCALE: 1/8"=1'-0"1PROPOSED ROOF PLANSCALE: 1/8"=1'-0"1ROOF DEMO PLANEXISTG WALLWALL & FINISHES TO REMAIN INTACTDEMO WALLSHORE CEILING W/EQUAL SUPPORT @BOTH SIDES OF WALL TO BE REMOVEDNEW WALLEXSTG PONY WALLDEMO WALL STUCCO ORDRYWLL ONLYONE SIDE, FLOOR TO CEILING
TRUNCATED DOMESACCESSIBLE VALLEY GUTTER CROSSING4 1/2"FEDERAL STANDARD SYMBOL OF ACCESSIBILITYHANDICAP PARKING SIGN @ BUILDING SIDEWALKHANDICAP PARKING SIGN @ PLANTER AREAACCESSIBLE ROUTE OF TRAVEL SIGNHANDICAP ENTRANCE IDENTIFICATION SIGN3'-0"3'-0"3" TYP.17" (MIN.)22" (MIN.)NOTES: VANACCESSIBLE1'-6" DIA.3"
3'-0"
1'-6"8"6'-8" MIN.1'-0"NOTE:VAN ACCESSIBLE1'-6" DIA.3"
1'-10"1'-0"NOTE:1'-6" DIA.3"
3'-0"6'-8" TO BOTTOM
OF SIGN, TYP.
4 1/2"
8'-6" FOR SHOPPING
CART CORRAL SIGH
NOTES:1'-0"1/2"TYP.1'-6"
1/2"
TYP.
'Unauthorized vehiclesparkedin designated accessiblespaces not displayingdistinguishing placards orlicense plates issued forpersons with disabilities Willbe towed away at owner'sexpense.Towed vehiclesmay be reclaimed at:(REFER TO NOTE #4)or by telephoning:(REFER TO NOTE #4)NOTES:69TRAFFIC AND ACCISSIBLE ENTRANCE SIGN @PLANTER (AND OR @ SIDEWALK)9-5-14-5SCALENTSSECTIONBAA-ELEVATIONCONCRETE WHEEL STOPSCALENTS7SCALENTSSCALENTSNOPARKINGGROOVED WARNING DETAILNEW ACCESSIBLE STALL DETAILACCESSAISLEACCESSIBLE RAMP SECTION4.5" TALL MIN (OFF RAMPFIN FLR) X 6" WIDE CONCRGUIDE CURB @ BOTH SIDESOF RAMP.ALL RAMPS TO BE LESS THAN6" RISE FROM TOP TO BOTTOF RAMP FIN FLR. & 1:12SLOPE OR LESS STEEP.RAMP/WALKWAY SURFACE TOBE MEDIUM FINISHADJACENT PAVEMENT LEVELNO RAILG REQUIREDFOR RAMP RISES LESSTHAN 6" TALL.COUNTER SLOPE DETAIL4816"X6" GUIDE CURBMAX.ROW SIDEWALKRAMP/LANDINGFLUSHACCESSIBLE PARKING SIGNS VANACCESSIBLE$250 FINE$250 FINE10SCALENTS1520SCALENTSSCALENTS19SCALENTS14SCALENTS13SCALENTS12SCALENTS11SCALENTS16SCALENTS17SCALENTS18SCALENTS8432114A-2-4-1:48 MAX CROSS SLOPE.(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)(PER CBC 2016 CHAPTER 11B)80" AFF$250 FINE8"$250 FINE VANACCESSIBLE$250 FINE1'-6"8"6'-8" MIN.8"ORPARKINGONLYPARKINGONLY120201MAX. SLP(PER CBC 2016 CHAPTER 11B)CMAX. SLP1:20 MAX. SLP
B1:20 MAX. SLPBVALLEY GUTTER SECTIONAACCESSIBLE VALLEY GUTTER CROSSINGCLSTANDARD VALLEY GUTTER SECTIONLNEW CURB RAMP DETAIL4'-0"MIN.6'-0" TYP.U.O.S.CENTER RAMP & FLARED SIDESTO BE 1:12 SLOPE MAX.. ALLSURFACES TO BE MEDIUMFINISH.18-BOTT OF RAMP TO BE FLUSHWITH PARKG LOT PAVEMENT.TYP.5" TO 6" TALL CURBCENTER RAMP TO BE 1:12 MAX.SLOPE & FLARED SIDES TO BE1:10 MAX. SLOPE. ALL SURFACESTO BE MEDIUM FINISH.OPTION 1OPTION 2ALL SLOPES/RAMPS ARE TOMAINTAIN A 5'-0" MIN. DEEPCLEAR LEVEL LNDG AT TOP FORCROSS TRAFFIC AND TURNING.LANDING/PATHOF TRAVELNEW 36"DPX48"WAPPROVED TRUNCATEDDOMES DSA-AC MAT.5'-0"MIN. 3-(PER CBC 2016 CHAPTER 11B)1213" RAD BNDS6"WX6"TALL CONCR CURB@ BASE OF ALL RAILING &BOTH SIDES OF RAMPFROM TOP TO BOTT.1:12 MAX SLOPE@ RAMPTYP. HANDRAIL WITH CURB DETAILRAILG VERT POSTS TO BE EMBED'D 10" MIN. INTO CONCR WITH HIGH STRGTH GROUT.PROVIDE 12" DEEP X 6" DIAM. CONCR CORE HOLES WHERE RAILING POSTS AREANCHORED.NEW MTL PIPE RAILING (1.25" OR 1.5" O.D.) TO BE BTWN 34" &38" TO TOP OF RAIL W/GUIDE RAIL 3" O.C. AFF (+-1/2"). ALLCONNECTIONS ARE TO BE WELDED & ALL BENDS TO BE 3"RADIUS O.C.. HAND RAILG TO BE CONTINUOUS FOR THE FULLLENGTH OF THE RAMP & FREE OF SHARP EDGES ANDCORNERS.12-RAMPWHERE 6"CURB OCCURSMTL RAILG TO RESISTVERT & LATERAL FORCEOF 200 LB.'S EXERTED @ANY POINT ON RAILG.FINISH ON ALL CONCRWALKING SURFACES TOBE EQUIV TO MEDIUMSALT FINISH; TYP.END GRAB BARS NOT TOENCROACH INTO TRAFFICOR PUBLIC SIDEWALK. MAYBE TURNED 90 DEG'SOUTWARD @ 3" RADIUSO.C..(PER CBC 2016 CHAPTER 11B)HANDRAIL DETAIL(PER CBC 2016 CHAPTER 11B)ACCESS. RAMP & RAILING.18"-.22" DOME HEIGHTWHERE EXPOSEDTAPERED EDGE(PER CBC 2016 CHAPTER 11B)BASE DIAM.0.9"-.92" TOP DIAM.0.45"-.47"2.3"-2.4".65"MINVANWITHOUT CURBGUARD RAILHANDRAIL AT RAMPSADJACENT HAZARD4" MINIMUM TO30" MAXIMUM12GUARD RAILG 3" O.C.+- 1/2" AFF PARALLELWITH RAMPWHERE 6"CURB OCCURSRAMPHANDRAIL MOUNT CAPFLATTENED PIPE ENDWELDED HANDRAIL MOUNT1.5" O.D. STL RAIL TYP.OPTION 1OPTION 2(PER CBC 2016 CHAPTER 11B)WHERE 6"CURB OCCURSRAMPADJACENT SURFACECLEARANCE(PER CBC 2016 CHAPTER 11B)ABVANBAPROJECT:Project:ADDRESS:5/8/19JWLJWLDATE:DRAWN:SCALE:PROJECT NO:REVIEWED:SHEET NO:ISSUE DATESNo.DATEDESCRIPTIONBYCONSULTANTS:SEAL AND STAMP:SHEET TITLE:PLANNING SUBMITTAL #1JWLPLANNING SUBMITTAL #2JWLJWLMetzovas Plaza2091, 2093, 2095, 2097N. Tustin St., Orange CACA 928655/10/19ANCHOR TENANTIMPROVEMENTCONCEPTSC.S.L.B.# 783521125 North Tiana LaneAnaheim, CA 92807OWNERSHIP AND USE OF DOCUMENTS These drawings and specifications are protected by FederalCopyright laws. Any use or reproduction of these documentswithout the consent of the above contractor is prohibited. Uponacquiring the building permit for this scope of work, the generalcontractor listed above agrees to assume responsibility forverifying in the field the accuracy of the information and buildingcode compliance detailed on these plans and hold harmless theproducer of these plans.6/30/19127/25/19PLANNING SUBMITTAL #3ACC3GENERAL NOTES
Site Photos Metsovas Plaza 2091-2097 N. Tustin Street West Elevation ATIACHMENT NO. 3 DRC NO. 4979-19; METSOVAS PLAZA SITE PHOTOGRAPHS August 7, 2019 DRC Meeting
Site Photos North Side of Property
Site Photos South Side of Property