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AC. ACOUSTIC &A. 6AU&E P.5.F. POUNDS PER ADD, ADDENDUM G.1. 6ALVANIZED SQUARE FOOT ADD'N.ADDITION IRON P.G. PLUMBING ABC AGGREGATE 6L. 6LA55 CONTRACTOR BASE COURSE &V . 6RADE P.L. PROPERTY LINE A.F.F. ABOVE FINISH 6. GRAM FLOOR GRL. GRILLE R.A. RETURN AIR RAD. RADIUS A.M.F. ABOVE MALL 6RD. &RD. RE6. REGISTER. FLOOR G. GROUND REG2D. REG2u1RED A66. A6GRE6ATE GYP. 6YP5UM REV. REVISION A/C AIR 6B. 6YP5UM BOARD REC. RECOMMENDATION CONDITIONING G.G. 6ENERAL R.D. ROOF DRAIN AL. ALUMINUM CONTRACTOR RF6, ROOFING ALT. ALTERNATE R.M. ROOM AOMD AI'R G2UALITY H.R. HAND RAIL RGH. RND. ROUGH ROUND MANA6EMENT HDNR. HARDENER DISTRICT HDIN. HARDWARE S.A. SUPPLY AIR A.B. ANCHOR BOLT HDWD. HARDWOOD SCR. 50REW ARCH. ARCHITECT HTR. HEATER SECT. SECTION ASP. ASPHALT HT. HE16HT 5EL. SELECT a AT H.P. HI&H POINT 5HT. SHEET 4 AND H.M. HOLLOW METAL 5DG. 5LIDING HORIZ.HORIZONTAL SIM. SIMILAR BM. BEAM H.B. H05E BIBB SLD6. SLIDING B.M. BENCHMARK H.W. HOT WATER SM. SMOOTH 5LK6. BLOCKING 5PEC. 5PEGIFICATION BD. BOARD IN. INCH 5PL. SPLASH BOTT. BOTTOM I.D. INSIDE DIAMETER 50. SQUARE BLD6, BUILDIN6 IN5UL. INSULATION STD. STANDARD B.N. BOUNDARY INT. INTERIOR 5T.5TLSTAINLE55 NAILING INV. INVERT STEEL JAN. JANITOR 5/5 STAINLESS STEEL C.I.P. CAST IN PLACE JT. JOINT 5TRUG.STRUCTURE G.B. CATCH BASIN J5T. JOIST SUSP. 5U5PENDED CL6. CO L I N& GEM. CEMENT K.P. KICK PLATE T45 TOP 4 BOTTOM 06. CENTIGRAM T.O.C. TOP OF CURB CM. CENTIMETER LAM. LAMINATED T.O.P. TOP OF CL. CENTER LINE LD6. LAND{N& PARAPET CER. CERAMIC LAY, LAVATORY T.5.D. TOP OF STEEL G.T. CERAMIC TILE L6. LENGTH T.T.P. DECK TOP OF CHAN. CHANNEL L.O.R. ... LANDLORD OF TAPERED G.O. CLEAN OUT L.W.G. RECORD L.N. CONCRETE TYP. PLYW00D TYPICAL COL. COLUMN LVR. LOUVER GONG. CONCRETE U.O.N. UNLESS GONN. CONNECTION M.B. MACHINE BOLT OTHERWISE G.J. CONTROL JOINT M.C. MECHANICAL NOTED CONSTRUCTION CONTRACTOR U.T.R UP THROU6H JOINT M.G.B. METAL CORNER ROOF CONT. CONTINUOU5 BEAD V. VENT CTR. COUNTER M.O. MA50NRY VERT. VERTICAL CT5K. COUNTERSUNK OPENING V.6. VERTICAL &RAIN G.M.U. CONCRETE MAT'L MATERIAL VE5T. VESTIBULE MASONRY UNIT MFR, MANUFACTURER Y G.T. VINYL MAX. MAXIMUM COMP051TION D.P. DAMP PROOFING MECH. MECHANICAL TILE DB. DECIBELT'TAL M.L. METAL LATH VCP VITREOUS CLAY PIPE D.F. DOU6LA5 FIR METER D.F.L. DOU&LA5 FIR MMTR WM. WELDED WIRE .W. LARCH MLD&. MOLDING MESH DIA6. DIA60NAL MULL. MULLION W,G. WATER CLOSET DIAL DIAMETER DI AMETN.H.WATER HEATER DIM. DIMENSION N/A NOT APPLICABLE W.F. WIDE FLANGE DIM. DISPENSER N.G. NATURAL 6RADE W/ WITH DWL. DOWEL NOM. NOMINAL W/O WITHOUT DN, DOWN N.I.G. NOT IN WD. WOOD D.S. DOWN5POUT CONTRACT WDW. WINDOW DWG. DRAWIN& N,T.5. NOT TO SCALE W.R. WATER NO, NUMBER RESISTANT EA. EACH OBS. OBSCURE N.P. WATER PROOF E.C. ELECTRICAL O.C. ON CENTER CONTRACTOR OPNG.OPENIN& EL. ELECTRIC O.A. OVERALL E.W.G. ELECTRIC WATER O.D. OUTSIDE COOLER DIAMETER ELEV. ELEVATION O.F.S. OVERFLOW E.N. EDGE NAILING SCUPPER CO. EQUAL O.F.D. OVERFLOW EQUIP, EQUIPMENT DRAIN EXH. EXHAUST O.F.6.1.0WNER FURNISHED E.J. EXPANSION JOINT 6ENERAL CONTRACTOR EXIST. EXISTING INSTALLED EXT. EXTERIOR PTO. PAINTED FT, FEET P&. PACE FIN. FINISH PR. PAIR F.N. FACE NA{LIN6 PNL. PANEL FIXT. FIXTURE PTN. PARTITION FL. FLA5HIN& d PENNY FLR. FLOOR PL PLATE F,D. FLOOR DRAIN PLB6. PLUMBING FLUORPLUORE50ENT PLYWS:PLYWOOD FT6. FOOTI N6 PT. POINT FND. FOUNDATION P.O.C. POINT OF FR. FRAME CONNECTION F.H.G. FIRE HOSE P.T.D.FPRE55URE CABINET TREATED DOU&LA5 FIR P.5.1. POUNDS PER SQUARE I NCH PROJECT CONSULTANTS ARCHITECT JAMES &ARTNER 4 ASSOCIATES, ARCHITEGT5 PROJECT COORDINATOR / ARCHITECT 2056 N. BROAd3WAY SANTA ANA, CALIF. 112706 PH: ('714) 560-g210 FAX: (714) 560-g212 CONTACT: JOR&E PENA AIA MECHANICAL / PLUMBINI5 ELECTRICAL GENERAL NOTES 6LP EN6INEERIN6, INC. CONSULTING ELECTRICAL EN6INEERIN65 1151 E. 6ARRY AVENUE SANTA ANA, CAL I FORN I A 4T2105 PH: (41441) 428-8800 FAX: M41q) 428-8805 CONTACT: &AIRY PETRAK LIGHT AND VENTILATION A. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN MN65 SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OF 5UPPLYING A MINIMUM OF 15 OU51C FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT DIJRIN6 SUCH TIME A5 THE BUILDING 15 OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE RE&15TER, SHALL BE PLACED MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH. CBC SECTION 1202.2.1 B. "TOILET ROOMS S4ALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE'. OF PROVIDING A COMPLETE GHAN6E OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE: POINT OF D I SCHAR6E SHALL BE AT LEAST 5 FEET FROM ANY OPENIN6 WHICH ALLOW5 AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. C50 SECTION 1202.2.1 (5ECOND PARAGRAPH)." SACRAI- N O AUTO INSURANCE CENTER REQUIRES? PARKING ( CITY OF 5A SEC. 41-1542 ) REQUIRED PARKIN& (1200 S.F. 5/1000 = 5.6 SPACES REQUIRED) REQUIRED HG PARKING (CITY OFSA SEC. 41-1306) TOTAL PARKIN& REQUIRED FOR INSURANCE OFFICE REMAINDER OF BUILDING REQUIRED PARKIN& (5125 5.F. * 5/1000 = 25 SPACES REWIRED) REQUIRED HC PARKING (CITY OF SA SEC. 41-1506) TOTAL PARKINS REQUIRED FOR REMAINDER OF BUILDING TOTAL "PROJECT" PARKIN6 SPACES REQUIRED TOTAL "HANDICAP" PARKIN& SPACES PROVIDED TOTAL "PROJECT" PARKING SPACES PROVIDED SYMBOLS LEGEND A SECTION NUMBER A5.O SHEET NUMBER 5 - DETAIL NUMBER A5.0 SHEET NUMBER A/A2.0 SHEET NUMBER ELEVATION NUMBER RWH ROOM NAME 20E#] ----- ROOM NUMBER 20Ei- ------DOOR NUMBER CEILING HE16HT 25] KE*r NOTE NUMBER 4-. ( 3 PER 1000 50. FT. ) 4 SPACES I FOR UP TO 25 4 SPACES (5 PER 1000 50. FT.) 25 SPACES I FOR UP TO 25 25.5 SPACES 2g SPACE5 2 5PACE5 35 SPACES PROJECT DESCRIPTION: TENANT IMPROVEMENT FOR SACRAMENTO AUTO INSURANCE CENTER APPLI (CONTACT) JAMES 6ARTNER 8 ASSOCIATES, ARCHITEC115 NAME AND TP.LEI:4 E 2056 NORTH BROADWAY AVE. SANTA ANA, CALIFORNIA 412106 PH: 114560.g210 CONTACT: JORSEE P&, AIA OPM (CONTACT) JOHN D. PIERCE, GOURAC-E045 KAUAI, FETE BEAUCHAMP NAIL AND TSLMWW 16500 VON KARMAN AVE, SUITE 150 IRVINE, CALIFORNIA g2612 PH: g441263,5310 CONTACT: JOHN D. PIERCE LEGAL DESSICIRIPTION PARCEL #1 ON PARCEL MAP #Tg-MS IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, CA ACC PARCEL N A43ER 3g8-5'TI-0a R 1/ELOPI-W PROJECT AREA: NOT APPLICABLE - NOT A PART OF 600t& PLAN USE DM16NA71ON: PM16NATION ALLOWABLE FLOOR AREA RATIO 0.3% ACTUAL FLOOR AREA RATIO 0.21% CURRM ZONING DISTRICT: DE516NATION "C-I' LOT SIZE TOTALS: PARCEL 51TE AREA (ACRE5) 036 ACRE PARCEL 517E AREA (50J'T) 24,615 50. FT, FLOOR PLAN SQUARE f O TA66 PROP05M SACRAMENTO AUTO 1,200 INSURANCE CENTER TENANT SPACE: REMAINING OF FACILITY 3 g I I TOTAL PROJECT (BLD6. FOOTPRINT): 5, 1 1 1 EXISTING PARKIN&: (E) HANDICAP PARKIN& 2 9PACE5 REFER TO PARKIN& (E) 8'-6" x W-O" SPACES, 26 SPACES CALCULATIONS ON TH15 SHEET TOTAL PARKING PROVIDED: 35 5PACE5 OCCUP Y 6R4w 'B° HUILDIN6 CCwRUGTION V-N NON RATED , BUILDINS CODE SIDE YARDS NO AREA INCREASE5 REQUIRED NOR U5ED SMALLEST 51DE YARD = 4T-I" THEREFORE NOT REQUIRED CBC TABLE 5-5 ALLOWS 5000 5 i=. TYPE V-N BLD& 1186 TABLE 5-A REOUIR04WS START AT 20'-0' 51DE YARDS VV PROTECTED OPENINGS REQUIRED WHERE SIDE YARDS ARE FIVE FEET OR LESS. a'5 nil n xx IS '. , 0..::_ SHEET INDEX WIrEr AO ABBREVIATIONS, SYMBOLS, CONTACT5, 5HEET INDEX HN I ACCESSIBILITY REOUIREMENT5 A1,0 SITE PLAN A2.0 FLOOR PLAN A5.0 REFLECTED CE I L I N& PLAN A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS A5.0 RESTROOM PLAN, INT. ELEVATIONS, DOOR / FIN15H SCHEDULES A"7.0 ARCHITECTURAL DETAILS A"7,1 ARCHITECTURAL DETAILS MECHANICAL SHEETS M I ,O SYMBOL LIST, AND GENERAL NOTES M2.0 MECHANICAL DEMOLITION FLOOR PLAN M5.0 MECHANICAL RENOVATION FLOOR PLAN M4.0 MECHANICAL ROOF PLAN M5.0 MECHANICAL SPECIFICATIONS AND DETAILS E,O S1N6LE LINE DIAGRAM, PANELS, 4 CALCULATIONS ELI ELECTRICAL 51TE PLAN E2.0 LI61-ITIN6 FLOOR PLAN E5.0 POWER DEMOLITION FLOOR PLAN E4.0 SPECIFICATIONS E'.5,0 L16HTIN6 COMPLIANCE TITLE 24 PLUMBING SHEETS P1.0 SYMBOL LIST, FIXTURE SCHEDULE, AND GENERAL NOTES P1.1 PLUMBIN6 51TE PLAN BUILDING CODES P2.4 PLUMBING FLOOR PLAN SUIL.DIN& GODS 2001 CALIFORNIA BUILDING CODE (TITLE 24, PART 2, VOL. 1) BASED_ON_THE__ 15411 UNIFORM EU{LDIN6 CG3DE PLUMBINGb COVE 41 2001 CALIFORNIA PLUMBING CODE i (TITLE 24, PART 5) MECHANICAL CODE F 2001 CALIFORNIA MECHANICAL,.GODB_ (TITLE 24, PART 5) BASED "ON THE 2000 UNIFORM MECHANICAL_ ,(:,�OVF_.__ ELECTIRUCAL CODE 2001 NATIONAL ELECTRICAL CODE (TITLE 24, PART 5) BASED ON THE lggq NATIONAL ELECTRIC CODE FIRE SAFELY 2001 CALIFORNIA FIRE CODE ` (TITLE 24, PART q) ENERGY 2001 CALIFORNIA ENER6Y CODE ' (TITLE 24, PART 6) VICINITY MAP IP90111 I1 3 NITE 1 AR 1,,E "' � }t ,, n % amro '�. .....*` .w I Fa I " T sl ;a' ✓4�,..�.`v L .,a �s ,. `v_z r 'TF%" w" is «. & , J „ dhda ux4 T # d t4 €#8 On o{#4`=." i§ &aw434 :44R$ Em d. Ix1 aw 34.w-i :+ from the City ot Suda Anz &ASRs �yy"i5z.� fit d to of%'xu�`r riu i .r w n y �,a2rodtJ of ' � £3 a3:o..;$"di4t of 4' ily isions Al,4 ,,` 5uJ$$ 4kd 1p aSs.,e&c.,65' £i �b%Sia S 4rs u@`. ccep / . „� Uses Date Issued THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAI.I RFhWN THE PROPERTY OF THE ARCHITECT, NO PART TiFRrOF SHALL BE RFPRODI CFD, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TOTHE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE O° THESE RESTRICTIONS. Issuance / Revisions No. Date Description A8-2cI-05 BUILDING DEPT. CORRECTIONS Project • ,(PfitAtnTo + fluTo insupfin t "nTtp 702 WBT 17T"n STPtff AN finfit 0 92706 Consultants Mechanical / Electrical / Plumbing Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California 92705 Ph 949.428.8800 Fax 949.428.8805 Contact Gary Petrak &G- C f te lam.4 e x ¢V T 3'oct 10&va p DATI t�•L;tl�'1"I'E.e:.t tt�[^a;v4 Wit "tUIAA Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 S D Ak e Ph 714.560,9210 q g , l� Fax 714.560.92124 WWW.JGAP,TNER.COM to *s, NO C-17450 4 R2EN. 11-30-05 OF C A�1�0 Drawing Description TITLE SHEET Project No. Sheet No. AO I Date + + + ACCESSIBILITY IE U I R E M E N T S, SPECIFICATIONS. IDEAS. DESIGNS. AND A. EMENTS REPRESENTED THEREBY ARE AND I F-- --DOOR MOUNTED _=-� ' INTERNATIONAL 3 I HANDICAP SIGNAfFGIECATION .``p o• X 34° KICKPLATE EA. SIDE WHERE OCCURS WiSH sir Re TOILET STALL 2 SCALD 1/7 - I'-9 MEN ... IiATRI I T 8 30` PLAN VIEW LAVATORY 3 SCALE IIZ - r-a t MEN 0 ZM N O 2 � C= #& CENTER LiNE OF DOOR z u- WOMEN zo ���_ milC THICK #-IAI`DiCAPPED DOOR SIGNAGE TO TOILET ROOMS TO BE DISTICTLY `° W DIET FROM TI-E p UNISEX 0 2 DOOR IN COLOR AND � aZ CONTRAST, TYPICAL CENTER LiNE OF DOOR z u— RESTRpOMS DOOR MOUNTED SiGNAGE NO SCALE NOTE PICTOGRAMS AND / OR LETTERING ARE NOT REQUiRM ON DOOR WALL SIGNAGE MOUNTED SiGNAGE a:=i� •• r• - r • G • AT VAN ACCESSW SPACES OWY PARKING SPACE SIGNAGE 4 SCALE Ile • r-a 0-5 CR co T c+7 Cc) SiX 82VAT9ON MW S.EVATION SIDE B.EVA nm WATER CLOSET ELEVATION CLEARANCES 6 SCALE i/7 - r-9 MIRROR I b e X •�,� GtIItET� "�' '� -- —' •�i Gym, e iMR7MMA�X..Wt� CiWAC CMS, ON CONMASTM BACKGROl.M FEXTT 1=:iFt=-r - t- o EXIT SiGNAGE 5 SCALE NODE m SIDE B.EVATION LAVATORY ELEVATION CLEARANCES 7 SCALE VT ■ r-a :+•' Cam•! !• a • a • a • A a ej i•' «+ •a �I /:� a �•/ • r:r + !r • «r jam. ! . A it 4 .... • + ! •:«r li• •- i •«! « * A � #• r+ ♦ r•i• A. a • 1 � a • •il 4 i 4• r • 1••" + • A + i + ! i r••*, + �LEIit :' «« + it ` « «! + #" • • + :- •* • i-:•+ r••• � i a i««r # •• 4 «• •• r#i• +'••i + r i + . • r • A ' + •`•�+ a -• r • 1 ♦ it • '�• • + r • a «� • / a + ♦ A • 1•it : r a 1 •' A j # ♦ + ♦ r A lilt • r ♦ + •I«` + � • :n kal t r•. r A! y a : •• • 1 « ♦ a art « ti • + +r + eta + • ,� • , • r ♦ jr♦ a• + i r«r • •+ . « y it •ririi ! A rrA "� a Al '► •' • • + a j * ♦ •y ♦ •'i « Ir a • ♦ A t Cti + it n• a r� + • + i' tit «r + .ii + !r A - a • w ♦. � ♦ 1 • " C• + «• + • •'—r + r•i• ♦ ♦ j • ♦ aw a ♦ ♦ • • a 1 •' • •• + it ••«• 4 ♦ + y + •i«r 4' # • ♦ • ' • • • "*• r • •' "•i •r r• • + lie• i* • • +! + r + r ♦ «r A • / ♦ ♦ #■ • a it •+ ♦ij a••••a 4i +�.,r ♦ a! • •r • • +w+ M + : a i + r i • ! C i + •..«■+: '+• ! •'• + ,• ,ter# ••• • + ! 'i• 1riR• + • •• •« n• •• + i• • "«• • • tit a. �aM ♦ :• • + :' -*• .«! • -+r JAMES GARTNER & ASSOCIATES ; ` � •� i A a rill Ir •''«` !••:• 1 a a «• ♦ iy + •# • • +• '+•+ + �, __ � ! F ( ..� 11-9 Al .� ♦ Ay �i•t + • et` + C' ♦ • '+• it r••• � •'�«t '# r.r a . • t- c � a * '•1 a � •s - -1- SITE PLAN KEY NOTES RI EXISTIN& ADJACENT "SIZZOV' RESTAURANT BUILDIN6 TO REMAIN [i] EXISTING ASPHALT PAVING TO REMAIN REXISTIN6 FIRE HYDRANT LOCATED WITHIN LOW LAYING LANDSCAPING TO REMAIN PROPERTY LINE Fil EXISTING CONCRETE DELIVERY DOORWAY LANDING EXISTING ROLL -UP DELIVERY DOOR TO REMAIN EXISTING LANDSCAPING PER SANTA ANA MUNICIPAL CODE LANDSCAPING REQUIREMENTS TO REMAIN QEXISTING CONCRETE CURB AT PARKING AREA TO REMAIN Q EXISTING CONCRETE DRIVEWAY APRON AND ASPHALT DRIVEWAY 10 EXI5TIN6 CONCRETE WALKWAY/51DEWALK - TO REMAIN II EXISTIN& CONCRETE CURS AND GUTTER 12 EXISTING 51DEWALK PUBLIC ELECTRICAL UTILITIES VAULT COVER 13 EXISTIN& PARKING SPACE AT 9'-0" WIDE BY 20'-0" IN LEN&TH W/ 4" WIDE PAINTED STRIPING 14 EXISTING PARKING SPACE AT V4" WIDE x IS'-O" IN LENGTH, STRIPED PER SANTA ANA PARKING STANDARDS 15 EXISTING HANDICAP PARKIN& STALLS AND 516NA&E PER CBC AND ADA REQUIREMENTS Ib EXISTIN& GRA55 LANDSCAPING AREA TO REMAIN 1-T EXISTING LANDSCAPING TO REMAIN, REPLACE ANY DEAD OR MISSING PLANT MATERIALS IS EXISTIN& 2'x2' CONCRETE PAD W/ PRE -CAST STONE CONCRETE LANDSCAPE TRASH CAN ENCLOSURE / CONTAINER TO REMAIN lq EXISTING LIGHT STANDARD TO REMAIN, VERIFY THAT COMPLIES WITH A MIN. OF ONE (1) FOOTCANDLE FOR SIXTY (60) FEET HORIZONTALLY IN ALL DIRECTIONS 20 EXISTIN& AC-CE551BL.E PATH OF TRAVEL ( 42'-O" LINEAL FEET OF TRAVEL TO FRONT ENTRY) 21 THREE FEET DEEP SOUTHERN CALIFORNIA ED15ON (SCE) EASEMENT AT ALLEY QEXISTING ELECTRICAL TRANSFORMER AND CONCRETE PAD- W/ LANDSGAPIN& SCREEN 25 EXISTING CITY OF SANTA ANA STANDARD MA50NRY TRASH ENCLOSURE, TO REMAIN 24 EXISTING 10x10' CONCRETE TRASH DUMPSTER DRIVE PAD TO REMAIN EXISTING FIRE LANE ACCESS (25'-0" MIN, CLEAR) DRIVE 26 EXISTING CONCRETE PARKING CURB STOP 21 EXISTING HANDICAP PARKING 51GNA6E, SEE DETAIL 4 / HN I 28 EXISTIN& ALUMINUM STOREFRONT ENTRY DOOR 2a EXISTING ALUMINUM STOREFRONT EXIT DOOR TO BE RELOCATED PER PLANS 30 NEW ALUMINUM STOREFRONT ENTRY DOOR, ADA LANDING AND THRESHOLD BY NEW TENANT 3l EXISTIN& AWNING CANOPY STRUCTURE AND ILLUMINATED SOFFIT SYSTEM TO REMAIN 32 EXISTING 10'x25LOADING ZONE 33 EXISTING 51X t WH DIA. CONCRETE FILLED PIPE BOLLARD (PAINTED HWY. YELLOW) TO REMAIN OEXISTING HOLLOW METAL DELIVERY/EXIT DOORS W/ CITY OF SANTA ANA SECURITY ORDINANCE - MANDATED SECURITY LATCH GUARDS (114,647.5640) TO REMAIN EXISTING EXTERIOR SURFACE MOUNTED SECURITY 51TE LIGHTING FIXTURE AT +/- W-O" A.F.F. Q EXISTING EXTERIOR SURFACE MOUNTED DELIVERY DOOR LIGHT FIXTURE AT +/- 13'-0" A.F.F. 3't EXISTING 14" TALL REVERSE CHANNEL BLDG. ADDRE55 STREET ADDRESS NUMBERS ATTACHED TO 51DE OF STRUCTURE AT PLUS FOURTEEN FEET ABOVE ADJACENT GRADE -TO REMAIN 38 EXISTING U.S. P05TAL SERVICE STREET LETTER DROP BOX TO REMAIN 3Q EXISTING CITY OF SANTA ANA STREET LAMP P05T W/ OVERHEAD LIGHT FIXTURE TO REMAIN Q EXISTING COMMERCIAL AUTO BODY FACILITY (NEIGHBOR 151.151NE55) 41 EXISTING bxb CONC. PAD YV (E) BYCYCLE RACK 42 EX15T1NG WATER METER AND POINT OF CONNECTION 43 EXI5TIN& ELECTRIC POVER POINT OF CONNECTION NEW CONC. 51DEWALK TO NEW ENTRY NEW 5-0' x 6-0" CONC. LEVEL FLOOR LANDING a 8'-O" NIDE VAN ACCESSIBLE ACCESS AISLE, WITH DE516NATION WITH THE WORDS "NO PARKING" PAINTED ON THE GROUND WITHIN EIGHT -FOOT LOADING AND UNLOADING AISLE, THIS NOTICE SHALL BE PAINTED IN A41TE LETTERS NO LE55 THAN 12 INCHES HIGH AND LOCATED 50 THAT IT 15 VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS, AS PER GBG SECTION I I2aB.4 ITEM 2 4T WALL MOUNTED, HANDICAP 516N, NOT LE-55 THAN I"T INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN ONE INCH IN HEIGHT, WITH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZW VEHICLES PARKED IN DESIGNATE ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY T-EPHONING THE SANTA ANA POLICE DEPARTMENT AT ('714) 245-5665. CVC 22655a." Q EXIST. 6-0" x V-0" CONC. LEVEL FLOOR L.ANDIN& OEX15T. HANDICAP CONC. CURB CUT RAMP QNEW LIGHT STANDARD, MIN. OF ONE (1) FOOTCANDLE FOR 51XTY (60) FEET HORIZONTALLY IN ALL DIRECTIONS SITE PLAN NOTES PROJECT SHALL COMPLY WITH GLAZING, INTERIOR LIGHTING, V15151LITY, PUBLIC PHONES, PUBLIC RESTROOMS AND SERVICE CORRIDOR AGCE55, LOIT I'ERING SIGNACGEE AND EXTERIOR PARKING ILLUMINATION REQUIREMENTS OF THE CITY OF SANTA ANA PROJECT SHALL INCORPORATE CONSTRUCTION OF PROPOSED "51TE DE51GN" BEST MANAGEMENT PRACTICES (BIVIPS) SUCH AS WALKWAYS WITH OPEN JOINTS, SIDEAALKS AND PARKING LOT AISLES WITH MINIMUM WIDTHS, DRAINING 51DEAALK5 INTO ADJACENT LANDSCAPING, INCORPORATING THE LANDSCAPE AREA INTO THE DRAINAGE SYSTEM, ETC) TO MINIMIZE THE IMPERVIOUS AREAS AND TO MAXIMIZE PERMEABILITY AND NATURAL AREAS. REFERENCE THE ORANGE COUNTY DRAINAGE AREA MANAGEMENT PLAN (DAMP) AND THE CITY OF SANTA ANA LOCAL IMPLEMENTATION PLAN (LIP). PROJECT SHALL INCORPORATE CONSTRUCTION OF ANY PROPOSED "TREATMENT CONTROL" BMPS USING THE BEST AVAILABLE TECHNOLOGY (SUCH AS BlOFILTERS, DRY OR NET DETENTION BASINS, LANDSCAPE DETENTIONS, WET PONDS OR WETLANDS, DRAINAGE IN5ERT5, FILTRATION BASINS, ETC.) -I- If ( V \\ 1 ; 1111 11WWy111 AND RECOMMENDED SIZING CALCULATIONS NEAR THE POLLUTANT SOURCE, 50 AS TO INFILTRATE AND FILTER THE POLLUTANTS OP CONCERN IN POST DEVELOPMENT RUNOFF FLOW PRIOR TO IT5 D15CHAR6,E INTO ANY RECEIVING BODY OF WATER. REFERENCE= THE OPAN6rCOUNTY DRAINAGE AREA MANAGEMENT PLAN (DAMP) AND THE CITY OF SANTA ANA LOCAL IMPLEMENTATION PLAN (LIP). NOTE: ALL. NEW DEVELOPMENTS AND 51GNIFICANT REDEVELOPMENTS REOUIRE PREPARATION OF AN WOES POST -CONSTRUCTION STORM WATER MANAGEMENT PLAN IN ACCORDANCE W1TH THE ORANGE COUNTY DRAINAGE AREA MANAGEMENT PLAN (DAMP) AND THE CITY OF SANTA ANA LOCAL IMPLEMENTATION PLAN (LIP) THAT INCLUDES ALL APPLICABLE "BEST MANAGEMENT PRACTICES" FOR THIS "PRIORITY PROJECT. THE BEST MANAGEMENT PRACTICES (BMPS) SHOWN ON THE APPROVED 51TE PLAN ARE ONLY PR£:LIMINARY AND WILL BE REVISED OR MODIFIM AS NECESSARY UPON COMPLETION OF THE WATER OUALITY MANAGEMENT PLAN (WOIVIP). PRIOR TO THE 155UANCE OF A GRADING PERMIT, THE APPROVED GRADING/UTILITY PLAN SHALL INCORPORATE ALL REGUIRED STRUG'TURAt BMPS. -r WEST 17TH STREET ERN - Tn II 11 II 11 II Il 1 II + y w t IIE� � +W016AP ACCOS NOTES I. PLUMBING FACILITY SHALL BE PROVIDED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC) SECTON 415.0 AND GPO TABLE 4-1. PARKING NOTES I. ALL PARKIN& STALLS SHALL BE V-b" WIDE AND 15'-O" IN LENGTH. ALL PARKIN& STALLS SHALL BE DOUBLE STRIPED AND SHALL NOT ENCROACH INTO REQUIRED LANDSCAPE AREAS. 2. EXISTING STRUCTURE AND PARKIN& LOT LIGHTING SHALL COMPLY WITH CITY OF SANTA ANA BUIDLIN& SECURITY ORDINANCE 6IENSRAL NOTE I. EXISTIN&/NEW ROOF EQUIPMENT WILL. BE SCR MNED FROM VIEW. 2. EXISTING CLA55 "B" (BUILT-UP) ROOFIN& TO REMAIN 3. Fx! T1t~K MASONR*-TYPE V-N BUILDING TO REMAIN vV IL 12 161.411 11 NNUM ii 4W --#� W GIG 2:21 0 31 , CL f i T 50ALE: 1116" = 1'-4" �J 1\ THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND Swill REMAIN THE PROPERTY OF THE ARCHITECT. NO PAR( '.HEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description I 5-21q-05 BUILDING DEPT. CORRECTIONS Consultants Mechanical / Electrical / Plumbing Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California 92705 Ph 949.428.8800 Fax 949.428.8805 Contact Gary Petrak Architect -I- ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 V,�D ARC Ph 714.560.9210 Fax 714.560.9212 4 WWW.JGARTNER.C©M a ti a D. 450 4 7 J,, RFM 11-30-05 O G�11 Drawing Description SITE PLAN Project No. Sheet No. E A1*0 Date t 4 fN I. EXISTIN&AIM ROOF EQUIPMENT WILL BE 5CREENED FROM VIEW. 2. EXISTING CLASS "B" (BUILT-UP) ROOFING 5. EXI5TING MA50NRY TYPE V-N BUILDING 4. FINIAL 51TE PLAN TO DEPICT CONSTRUCTION WATER QUALITY INLET(5) FOR T HE E SITE, T 0 PREVENT DISCHARGE OF POLLUTANTS AND CHEMICALS INTO THE ST SYSTEM. 5. ALTHOUGH PROPERTY LINE BE'.ARiNG5 ARE BELIEVED TO BE ACCURATE, ANGULAR D ARE PROVIDED FOR REFERENCE ONLY. ALL PROPERTY LINE BEARIN65-5 AND DIMENE BE VERIFIED BY LICENSED CIVIL ENGINEER PRIOR TO LAYOUT AND, OR COMMENCE Iv OF ANY NEW CONSTRUCTION 6 INTERIOR LIGHTING MUST BE APPROVED BY THE POLICE DEPARTMENT. THE MINIMUM SHALL BE ONE (1) FOOT CANDLE AS PER SANTA ANA MUNICIPAL CODE DRAIN P10N5 SHALL '1. I NEW 'TENANT DEMIN5INC WALL,, SEE DETAIL IN5TALL NEW ALUMINUM AND GLASS DOOR IN EXIST. STOREFRONT, MATCH EXISTING EXISTING GYP. BRO. FUIRR-0UT ON GMU WALL, TO REMAIN EXISTING PARTITION TO REMAIN EXISTING AWNING CANOPY STRUCTURE AND ILLUMINATED SOFFIT SYSTEM TO REMAIN EXISTING ROLL -UP DELIVERY DOOR TO REMAIN EX15TIN6 STOREFRONT GLAZING TO REMAIN EXISTING ALUMINUM STOREFRONT ENTRY DOOR TO REMAIN E:X15TIN6 C.M.U. EXTERIOR WALL TO REMAIN (&6xlb PAINTED SPLIT FACE G.M.U. ) EXISTING HOLLOW METAL DELIVERY / EXIT DOORS WITH CITY OF SANTA ANA SECURITY ORDINANCE MANDATED SECURITY LATCH GUARDS (114.b4l-W40) TO REMAIN NEW WALL ADA AND CBC REQUIRED CLEAR FLOOR SPACE NOT USED NOT U5ED WA RE5TROOM - ACCE5IBILITY / HANDICAP ACCESS EQUIPMENT PER GBC AND ADA RE'QUIRE`.tvIENT5 2 5 4 5 6 7 8 4 10 11 12 15 14 15 Ib NOT USED I? EXISTING CITY OF SANTA ANA STANDARD MASONRY ( SINGLE DUMPSTER) TRASH ENCLOSURE TO REMAIN I6 TEMPERED GLA55 IN ALUMINUM FRAME PARTITION Ill CEILING MOUNTED ILLUMINATED 'EXIT' SIGN. 12' 41GH FROM FIN. FLR HARD WIRED INTERNAL ILLIUMINATION W1TH BATTERY BACKUP WALL LEGEND THE ABOVE DRAWNGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART ?HEREOF SHALL BE REPROD),CFD, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT, VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description I S-2a-05 5U I L V I N& DEPT. CORRECTIONS 702 WEST 1 7M AR[if AN M, CA" 92706 Consultants Mechanical / Electrical / Plumbing Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California 92705 Ph 949.428.8800 Fox 949.428.8805 Contact Gary Petrak Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT EXISTING C.M.0 EXTERIOR WALL TO REMAIN 2036 North Broadway Santa Ana, California 92706D EXI5TING FURRED WALL AT C.M.U. WALL Ph 714.560.9210 Gq,� � g . a� el� Fax 714.560.9212 WWW.JGARTNER.COMtn NEW METAL STUD WALL 450 RET.11-30-05 OF AT EXISTING STUD WALL TO REMAIN 1 Drawing Description FLU} R PLAN Project No. Sheet No. A2,00 Date 5U5PEKVW GYPSUM 50ARD CEILIII EXISTING 2'-O'X 4'-0* SJSPENDW ACOUSTICAL PANEL SYSTEM, REPAIR AS REWIRED, SEE DETAILS ( '5 14 FOR REPAIR / INSTALLATION A EII.O f-msTiNe 5mc0 wFFIT TO REMAIN 4 1 EXISTING SURFACE MOUNTED FLUORESCENT L16HT 5 1 EXISTING RECE55M LIGHT FIXTURE TO REMAIN, MIN. I FOOT-CANDLE OF LIC-AiT AT FLOOR LEVEL THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED -HEREBY ARE AND SHALL REMAIN THE PROPERTY Of THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBUSHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TOTHE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALT CONSTITUTE CONCWSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description A5-2cl-05 E3UILr.>IN& DEPT. 00PFMOTIONS Project Name WTI- FIM • �01 Consultants Mechanical / Electrical / Plumbing Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California 92705 Ph 949.428.8800 Fax 949,428.8805 Contact Gary Petrak Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT D AR �r fir tn NOIC-17450 REN. 11-30-05 Op CAL Drawing Description REFLECT- ED" CEILING PLAN Project No. Sheet No. A34,0 Date 4- 4- THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SNAIL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODLCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TOTHE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. (E) TOP OF 220 (E) FIN15H 1 000' 0 TOP OF PART 22A' 0 FINISH FLOOR 0,00' I ' J EXI5TIN& PAINTED 6ALVANIZED METAL COPING 571"0 STOP AT PARAPET El NOT USED F-51U NEW ALUMINUM AND &LASS STOREFRONT' DOOR, SEE 5Cf MLE U PROVIDE INTERNATIONAL SYMBOL OF ACCE5515ILITY STICKER APPLIED TO STOREFRONT EXISTING CONCRETE ( DELIVL;RRY DOOR ) LANDIN6. EX15TIN67 ROLL UP DELIVERY DOOR TO REMAIN. !_.1 EX15TIN& LANDSCAPING PER SANTA ANA MUNICIPAL CODE LAND%APIN& REQUIREMENTS TO REMAIN FaJ EXISTING CONCRETE CURB AT PARKIN& AREA TO REMAIN Q NOT USED 10 EXISTING CONCRETE WALKWAY/51DEWALK - TO REMAIN II NOT USED 12 NOT USED I3 NOT USED 14 EXISTIN& PARKING SPACE AT V-6' WIDE x IS'-0" IN LENGTH, STRIPED PER SANTA ANA PARKIN& STANDARDS 15 NOT USED 16 EXI5TIN6 &RA55 LANDSCAPIN& AREA TO REMAIN 11 EXI5TIN& LANDSCAPING TREES) TO REMAIN IS EXISTIN& 2'x2' CONCRETE PAD W/ PRE-CA5T STONE CONCRETE LANDSCAPE TRASH CAN ENCL05LIRE / CONTAINER TO REMAIN Rq EXI5TIN6 PARKING LOT L16W STANDARD CONSISTING OF 52' VIA. BY 30' TALL CONC. BASE W/ MED-DARK BRONZE ALUMINUM 5WARE TUBE P05T5 AND CANT. LIGHT FIXTURES OVERHEAD, TO REMAIN 20 NOT USED 21 EXISTING THREE FEET DEEP SOUTHERN CALIFORNIA EDISON (5GE) EASEMENT AT ALLEY EXI5TING ELECTRICAL TRAN5FORMM AND CONCRETE PAD- W/ LANDSCAPING 50REEN SURROUND 23 EXISTING CITY OF SANTA ANA STANDARD M (SINGLE DUMP51% TRASH ML09M TO REMAIN 24 EX1511N6 10'AO' CONCRETE TRASH DUMPSTE'R DRIVE PAD TO REMAIN 25 NOT USED 26 EXI5TIN6 CONCRETE PARKING CURB STOP 2" t NOT USED 28 EX15T1N& ALUMINUM STOREFRONT ENTRY DOOR 2q NOT USED a NEW ALUMINUM STOREFRONT ENTRY DOOR, ADA LANDIN& AND THRESHOLD BY NEW TENANT 31 EXISTING AWNING CANOPY STRUCTURE AND ILLUMINATED SOFFIT SYSTEM TO REMAIN 32 NOT USED 33 EXISTING SIX INCH VIA. CONCRETE FILLED PIPE BOLLARD (PAINTED HAY. YELLOW) TO REMAIN a EXI5TIN6 HOLLOW METAL VELIVERY/EXIT DOORS W/ CITY OF SANTA ANA SECURITY ORDINANCE - MANDATED SECURITY LATCH 6UARDS ("114.64"13840) TO REMAIN 35 EXI5TIN6 EXTERIOR SURFACE MOUNTED SECURITY 51TE LI6HT1N6 FIXTURE AT +/- 16'-0" ABVOVE ADJACENT 6RAV vvca l cLcvn 11%JN MAIN ENTRY SCALE: 1/4" = 1'-0' EAST ELEVATION C EXISTING TO REMAIN PATRON STREET SCALE: 1/4" = 1'-0' Q EXI5TIN6 EXTERIOR SURFACE MOUNTED DELIVERY DOOR LIGHT FIXTURE AT +/- 15'-0* ABV. ADJ. GRADE 3-11 EXISTING 14" TALL REVERSE CHANNEL BI D&. ADDRE55 STREET ADDRE55 NUMBERS ATTACHED TO 51DE OF STRUCTURE AT PLUS FOURTEEN FEET ABOVE ADJACENT 6RADE TO REMAIN D EX15TiN6 U.S. POSTAL SERVICE STREET LETTER DROP BOX TO REMAIN O EXISTING CITY OF SANTA ANA STREET LAMP POST W,/ OVERHEAD L16HT FIXTURE TO REMAIN QEXISTIN6 COMMERCIAL AUTO BODY FACILITY (NEI6 15OR BJ51NE55) 41 EXISTING 6xb CONC. PAD W/ (E) BYCYCLE RACK (CYCLOOP MODEL 02110-15, REGAL BLUE) 42 EXI5TIN6 LIGHT GREY, SPLIT FACE CONCRETE BLOCK - SEALED AND PAINTED TO REMAIN. EXISTIN& GALVANIZED METAL PARAPET CAP. Q EX51TIN6 ALUMINUM STOREFRONT 6LAZIN& SYSTEM, TINT MUST NOT EXCEED 10% NOT USE REXISTING DARK GREY, SPLIT FACE CONCRETE BLOCK -F- Issuance / Revisions No. Date Description Project Name mil iri I ARM Consultants Mechanical / Electrical / Plumbing Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California 92705 Ph 949.428.8800 Fax 949.428.8805 Contact Gary Petrok Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM sn a' -17450 REX 1 i-30-05 4, op CAO Drawing Description Project No. Sheet No. A440 Date -f- z + -{_ THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED 'HEREBY ARE AND SHALL REMAN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODL;CED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VWAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. (E) TOP OF PARAPET — 11.01 _ (E) FINISH FLOOR — 0.00' AIN (E) TOP OF PARAPET — 22.01 — (E) FINISH FLOOR 0.00, NUK I h CLtVA I IVN k tAl.) I INU I V KCI'VIAIN ) IM14 STREET SCALE: 1/4" = 1'-0" 35 � f�...�.--Sys... zz--L e _ ..... _ — - i _ z_. - - —� zz - •' - .LT j I _ - - :.. 23 24 'T 5 34 33 b 33 5 34 D(TERIOR ELEVATION KEY NOTES Q EXISTING PAINTED &ALVANIZED METAL COPING STUCCO STOP AT PARAPET Q NOT USED C3 1EW ALUMINUM AND &LA55 STOREFRONT DOOR, SEE 5CHWULE PROVIDE INTERNATIONAL SYMBOL OF AGCE551BILITY STICKER APPLIED TO STOREFRONT QEXISTIN& CONCRETE ( DELIVERY DOOR) LANDING. Fol EXISTIN& ROLL UP DELIVERY DOOR TO REMAIN, EXISTING LAN1 5CAPIN& PER SANTA ANA MUNICIPAL GODS LANDSCAPING REISVIREMENT5 TO REMAIN R EXISTING CONCRETE CURB AT PARKING AREA TO REMAIN M NOT USED IO EXISTING CONCRETE WALKWAY/5IDEWAL.K - TO REMAIN 11 NOT USED 12 NOT USED j3 NOT USED 14 EXISTING PARKING SPACE AT $'-b" WIVE x I$'-0" IN LENGTH, STRIPED PER SANTA ANA PARKINS STANDARDS 15 NOT USED 16 EXI5TINS7 6RA55 LAND50APIN6 AREA TO REMAIN -1 EXI5TIN(5 LANDSCAPING TREE(S) TO REMAIN 1$ EXISTING 2'x2' CONCRETE PAD vv PRE-GA5T ST•ON1r CONCRETE LANDSCAPE TRASH CAN ENCLOSURE / CONTAINER TO REMAIN 14 EXISTING PARKIN& LOT LIGHT STANDARD C.ON515TING OF 32" VIA. BY 30" TALL CONC. BASE W/ MED-DARK BRONZE ALUMINUM 50UARE TUBE POSTS AND CANT. LIGHT FIXTURES OVERHEAD, TO REMAIN 20 NOT USED 21 EXISTIN& THREE FEET DEEP SOVI)f RN CALIFORNIA ED15ON (50E) EASEMENT AT ALLEY D EXISTING ELECTRICAL TRANSFORMER AND CONCRETE PAD- W/ LANDSCAPIN& SCREEN SURROUND 23 EXISTING CITY OF SANTA ANA STANDARD MASONRY (SIN&LE DUMPSTER) TRASH ENCLOSURE TO REMAIN 24 EXI5TINIS IO'xl0' CONCRETE TRASH DUMP57ER DRIVE PAD TO REMAIN O NOT USED 26 EXISTING CONCRETE PARKING CURB STOP 2-T NOT USED 2$ EXISTING ALUMINUM STOREFRONT ENTRY DOOR NOT USED R NEY4 ALUMINUM STOREFRONT ENTRY DOOR, ADA LANDING AND THRESHOLD BY NEW TENANT -31 EXISTIN& AMIN&CANOPY STRUCTURE AND ILLUMINATED SOFFIT SYSTEM TO REMAIN 32 NOT USED 33 EXISTIN& 51X INCH VIA. CONCRETE FILLED PIPE BOLLARD (PAINTED HWY. YELLOW) TO REMAIN R EXISTING HOLLOW METAL DELIVERVEXIT DOORS A/ CITY OF SANTA ANA SECURITY ORDINANCE - MANDATED SECURITY LATCH 6UARD5 (1I4.64775$40) TO REMAIN Q EXISTIN& EXTERIOR SURFACE MOUNTED SECURITY SITE L16HIIN& FIXTURE AT +/- 16'-0' A3V0VE ADJACENT GRADE -i- " ♦ �. 4 1 I I VIM,I QEXISTING EXTERIOR SURFACE MOUNTED DELIVERY DOOR LIGHT FIXTURE AT +/- 13'-0" A$V. ADJ. GRADE 31 EXISTIN& 14" TALL REVERSE CHANNEL BLDG. ADDRESS 57ZET ADDRE55 NUMBERS ATTACHED TO SIDE OF STRUCTURE AT PLUS FOURTEEN FEET ABOVE ADJACENT &RAVE -TO REMAIN E:X15T1NG U.S. POSTAL SERVICE STREET LETTER DROP BOX TO REMAIN Q EXISTING CITY OF SANTA ANA STREET LAMP POST W/ OVERHEAD LIGHT FIXTURE TO REMAIN EX1511NC7 COMMERCIAL AUTO BODY FACILITY (NEI&HBOR BUSINESS) EXISTIN& bxb CONC. PAD W/ (E) SYCYGLE RACK (GYCLOOP MODEL #2110-3; REGAL BLUE) 42 EX15T1N& LIGHT &R.EY, SPLIT FACE CONCRETE BLOCK - SEALED AND PAINTED TO REMAIN. O EXISTIN& GALVANIZED METAL PARAPET GAP. Q EX5111NG ALUMINUM STOREFRONT (5LAZING SYSTEM, TINT MUST NOT EXCEED 10% Q NOT USED Q EXI5TIN& DARK GREY, SPLIT FACE CONCRETE BLOCK Issuance / Revisions No. Date Description Project Name fluTo Insupflo* � (tnTtp Consultants Mechanical / Electrical / Plumbing Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California 92705 Ph 949.428.8800 Fax 949.428.8805 Contact Gary Petrak Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT Sip A.R cal A No,-T7A5f7 9�y Ri.11-30-05 �F CA I - Drawing Description DGERIOR ELEVATIONS Project No. Sheet No. A491 Date DOOR SCHEDULE DR. NC, Door Size Type Door Thk. Door Mat. Door Finish Frame Mat. Frame Finish Detoll DDemtoll Dlatoll REMARKS 12 101 V-O" x T-O" A 1-5/4" ALUM. 4 6LA55 MATCH EXIST. ALUM. MATCH EXIST. 6 AS.O D f02 5'-0" x 7'-011 B 1-5/4" 5.0. WOOD DOOR PAINT 6RADE H.M. MATCH EXIST. 5'-0" x 7'-0" A I-5/4" EXISTING ALUM. 4 GLASS EXISTIN6 MATCH EXIST. EXISTING ALUM. EXISTING MATCH EXIST. D iO3 5.0 5'-0" X 7'-O" X I-J" W/ MAIL SLOT. k TEMPERED CLEAR GLASS IN MEDIUM STILE ANODIZED ALUMINUM FRAME, CONCEALED OVERHEAD CLOSER 4 HOLDER. I FLOOR HIN6E, PH26105 I LOCKSET, ADAMS RITE HOOKBOLT M54045 X M54002-111, 121 2 CYLINDERS, BEST IE84 ITHRESHOLD ASSEMBLY I SET DOOR PULL, STANDARD I FLUSH BOLT 2 VINYL FIN6ER GUARDS AT DOOR JAM55 516N "THIS DOOR TO REMAIN UNLOCKED OURIN6 BUSINESS HOURS" MOUNTED ABOVE DOOR. ALL DOORS AND HARDWARE SHALL MATCH EXl5TING FOR COLOR, FINISH, ETC. ALL FIRE -RATED DOORS SHALL BE SELF-CL051N6 AND 5ELF-LATCHIN6. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNONLED6E OR EFFORT. DOOR OPENIN6 HARDWARE SHALL BE CENTERED BETWEEN 50"-44" ABOVE FINISH FLOOR, DOOR OPENING HARDWARE SHALL BE OPERABLE A1TH A SINGLE EFFORT AND SHALL NOT REQUIRE TIGHT 6RA5PIN6 OR TAI5TIN6 OF THE AR15T. GENERAL CONTRACTOR TO PROVIDE DOOR FABRICATOR WITH HARDWARE TEMPLATES FOR SHOP PREPARATION OF ROOD DOORS DOOR CLOSERS SHALL BE ADJUSTED SUCH THAT THE FORCE REQUIRED TO OPEN THE DOOR SHALL NOT EXCEED THE FOLLOWING: INTERIOR DOORS: 5 L55. EXTERIOR DOORS: 5 L55. FIRE DOORS: 15 L55. DOOR HARDWARE AT ALL 'EXIT' DOORS SHALL ALLOW DOORS TO BE OPENED FROM THE INSIDE AITHOUT A KEY, SPECIAL KNOALA6E OR EFFORT. ( UBC 1004. 5 ) DOOR 6LAZIN6 REQU I REMENT5 (CBC SECT. 2406) a. 6LAZIN6 WITHIN 24" OF EITHER SIDE OF ANY DOOR SHALL BE TEMPERED (5AFET`►' 6LA55) b. 6LAZIN6 GREATER THAN at 5QUARE FEET IN AREA AITH BOTTOM ED6E LE55 THAN fell B. ABOVE AND WITHIN 56" HORIZONTAL OF A WALKiN6 SURFACE SHALL BE TEMPERED ( 5AFTE`r 6LAZED ) 5'-0" X 7'-O" X I-J", PAINT GRADE, FLUSH SOLID CORE WOOD DOOR, INSTALL IN le 6A. METAL FRAME, ENAMEL. \ 1-�" PAIR 5UTT5, 5TANLEY FB5I7a 4-�" X 4", U5P \ I LOGK5ET, BEST 6K6A5Cc1C, U5105 I DOOR STOP, BUILDERS BRASS AORKS 50(o1 x I KICK PLATE, BUILDER 5RA55 AORK5 57, 10" H16H. 5 SILENCERS, BUILDERS 5RA55 A0RK5 AO-1 (H.M. FRAMES), GRAY. I DOOR CLOSER, L.N.G. 4040 I DOOR HOLDER, BUILDER BRASS NORKS 872 B 10. THE SWEEP PERIOD OF ALL DOORS WITH AUTOMATIC CLOSER DEVICE SHALL BE ADJUSTED SUCH THAT FROM AN OPEN POSITION OF 70 DE6REES THE DOOR WILL TAKE A MINIMUM OF 5 SECONDS TO MOVE TO A POINT 5 THREE INCHES FROM DOOR LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR GBG SECTION 11555. 2. 5. 1 ) 11. INTERIOR AND EXTERIOR DOORS TENANT 6ENERAL CONTRACTOR SHALL CONTRACT PHI CERTIFIED DOOR HARDWARE CONSULTANT TO PROVIDE COMPLETE HARDWARE SPECIFICATIONS TO OWNER AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORPERING AND INSTALLATION OF DOORS AND WINDOWS. REQUISITE GEOMETRIC SYMBOL (5) DEFINED UNDER CBC SECTION 11155.5 12. INTERIOR WOOD FLUSH DOORS AND FRAMES HOLLOW AND 50LID GORE: WOOD DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE! LATEST NATIONAL WOODWORK MANUFACTURERS ASSOCIATION INDUSTRY STANDARD, PREFITTED FOR METAL FRAMES. T.M. COBS OR EQUAL. SEE DOORS CHEDULE FOR SIZE, A. 6LAZIN6 AITHIN 24" OF EITHER SIDE OF ANY POOR SHALL BE TEMPERED (5AFETY 6LA55) 15. KEYING GENERAL CONTRACTOR SHALL PROVIDE NEA KEYING AND KEYS TO OWNER PRIOR TO OCCUPANCY. 14. FIN15H HARDWARE FURNISH AND INSTALL ALL FINISH HARDWARE REQUIRED TO COMPLETE THE WORK AS 5HOWN OR NOTED IN THE DRANI N65. PROVIDE ALL TRIM, ATTACHMENTS, AND FASTENINGS SPECIFIED FOR PROPER AND COMPLETE INSTALLATION. EXIT E> CON WAL ALUM. AND GLASS STOREFRONT DOOR AS PER SCHEDULE ALUM. THRESHOLD EXIST. VGT TILE FLOORING .---- EXIST. CONC. SLAB p##. THRESHOLD SECURITY ORDINANCE REQUIREMENTS i SECTION REQUIREMENT 8-211 (al) EXTERIOR DOORS - HOLLON METAL CONSTRUCTED OF 16-6AU6E STEEL 8-211 (b) ALL SAIN61N6 EXTERIOR DOORS EXCEPT ALUMINUM DOORS RILL BE EQUIPPED AS FOLLOAS: APPROVED DEADBOLT WITH ONE INCH SOLID THROW AND CYLINDER GUARD. 5-211 (b2) EXTERIOR HIN6E PINS MUST BE NON -REMOVABLE 6-211 (b5) MAIL SLOTS REQUIRE INTERIOR HOODS. 6-211 (b4) INSTALL 54 INCH STRIKE PLATES. 6-211 (d-I) ALUMINUM FRAME DOORS - INSTALL ARMOR STRIKE PLATE 5-211 (d-2) ALUMINUM FRAME DOORS - INSTALL 1-1 SAIN6 OR HOOK BOLT CYLINDER 61JARD 6-211 (e1,2) PANIC HARDWARE = INSTALL 51NISLE-POINT (RIM) PANIC AITH EXTERIOR 12-INCH A5TRA6AL OR TWO -POINT VERTICAL ROD. 6-211 (9) ENTRANCE DOORS TO SUITES MUST MEET SAME SPECIFICATIONS AS EXTERIOR DOORS INTERIOR FINISH SCHEDULE ROOM # ROOM NAME FLOOR SASE NORTH EAST HALL SOUTH WALL AESTWALL HALL CEILING CI-6. HEIGHT REMARKS 101 LEASE SPACE VGT RUBBER GYP. BRD. GYP. BRD. GYP. BRD. 6YtI . BRD. 'X4' AGGOUSTICAL EXISTING EXIST. CEILING TO REMAIN, PATCH $ SUSPENDED PANELS REPAIR AS REQUIRED 102 RESTROOM VGT RUBBER GYP. BRD. GYP. BRD. GYP. BRD. GYP. BRD, YP. BRP. FRP PANELS FRP PANEL FRP PANELS FRP PANELSat-oil 105 EXIST. LEASE SPACE EXISTING EXI5TIN6 EXISTIN6 EXI5TIN6 EXI5TIN6 EX15TING EXl5TlN6 EXI5TIN6 TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN 104 EXI5TIN6 5TORA6E EXISTING EXI5TIN6 EXI5TIN6 EXI5TIN6 EXISTIN6 EXISTIN6 EXISTING EXI5TIN6 TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN 105 EXI5TIN6 RESTROOM EXISTNG EXISTIN6 EXISTING EXI5TIN6 EXISTING EXISTING EX15TIN6 EXISTING TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN 106 ELECTRICAL ROOM EXISTIN6 EXISTING EXISTING EXISTIN6 EXISTING EXI5TIN6 EXISTING EXISTING TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN * RESTROOM FLOOR SHALL HAVE A SMOOTH, HARP, NON -ABSORBENT VGT TILE SURFACE NHICH EXTENDS UPAARD ONTO HALLS BY MEANS OF RUBBER COVED BASE AT LEAST 5 INCHES, HALLS AITHIN 2 FEET OF THE FRONT AND SIDES OF HATER CLOSETS SHALL BE FINISHED TO A HEIGHT OF 4 FEET WITH F.R.P. PANELS 0 INT. ELEVATION SCALE: 1/4"-- I'-0" i c INT. ELEVATION 56ALE: 1/4" = I'-0" I PAINTED GYPSUM BOARD HALL FIN15H PER SCHEDULE. 2 RECESSED COMBINATION TOILET TISSUE, SEAT COVER DISPENSER. BOBRICK 5-5474 5 AATER GL05ET, REFER TO PLUMBING DRAWINGS. 4 1 1/4" DIAMETER STAINLESS STEEL 6RA5 BAR. MOUNTED TO HALL. PROVIDE BACKING AS REQUIRED. LAVATORY, REFER TO PLUMBING DRAAING5, PROVIDE BACKING AS REQUIRED. AS REQUIRED. 6 P-6" X V-0" X i/6" 6LA55 MIRROR IN STAINLESS STEEL FRAME i AALL MOUNTED 50AP DISPENSER. BOBRICK MODEL NO, 5-2111 8 LAVATORY PIPE COVER 4 RECESSED PAPER TOWEL DISPENSER. BOBRICK MODEL B-554105 10 DOOR KICK PLATE PER DOOR SCHEDULE 11 F.R.P. PANELS WAINSCOT AITH EDGE TRIM 12 DOOR MOUNTED COAT HOOK, BOBRICK MODEL 5-671 15 NEA POOR AND FRAME PER DOOR SCHEDULE 14 FIN15H FLOOR PER FIN15H SCHEDULE 15 FIN15H FLOOR TRANSITION PER FINISH SCHEDULE. 16 FIBER6LA55 REINFORCED PANELS (FRP) NAINSCOAT, PROVIDE TOP EP6E MOULDIN6 REFER TO ARCHITECTURAL FLOOR PLAN FOR ADDITIONAL DIMENSIONS. ALL DIMENSIONS ARE REFERENCED TO FACE OF FINISH. UNLESS OTHERWISE NOTED PROVIDE HALL BACKIN6 REINFORCEMENT AS REQUIRED. ALL PLUM5IN6, ELECTRICAL, AND GAS LINES SHALL BE CONCEALED AITHIN THE 5UILDIN6 STRUCTURE WHERE STRUCTURAL LIMITATIONS OR RESTRICTIONS EXIST 50 THAT IT IS NOT POSSIBLE TO INSTALL CONDUIT BEHIND HALLS, CONDUIT RUNS SHALL BE LOCATED AT LEAST 5/4" INCH FROM AALL5 OR CEILIN65, AND A MINIMUM OF 6" ABOVE FINISH FLOOR AND IS TO BE INSTALLED SECURELY. ALL GYPSUM BOARD ON YVALLS IN TOILET ROOMS SHALL BE MOISTURE AND RATER RESISTANT TYPE ( VERTICAL SURFACES ONLY ). REFER TO "ACGE551511-17Y NOTES AND DETAILS" SHEETS FOR FIXTURE AND ACCESSORIES MOUNTING HIE61-IT5 AND CLEARANCE REQUIREMENTS NOT SHORN HERE RESTROOM FLOOR PLAN FOR ACCESSIBILITY DIMENSIONS AND REQUIREMENTS ONLY. REFER TO ARCHITECTURAL FLOOR PLAN FOR ADDITIONAL NOTES AND INFORMATION. NOTE ACGE55ORY ITEMS SHALL BE THE STANDARD PRODUCTS OF 'BOBRiCK WASHROOM EQUIPMENT COMPANY', 'AMERICAN STANDARD' OR APPROVED EQUAL CATALOGUE NUMBER AS AS LISTED. ITEMS ESTABLISH MINIMUM APPEARANCE, FUNCTION AND QUAD TY STANDARDS AS ACCEPTABLE. R g Q INT. ELEVATION SCALE: 1/4" = 1'-0" C I 3 INT. ELEVATION 56ALE: 1/4" » I'-0" north RESTROOM PLAN FLUSH ACTIVATOR ON APPROACH SIDE THE FORGE TO ACTIVATE THE FLUSH VALVE SHALL BE NO MORE THAN 5 LB. FORGE WATER CLOSET SHALL HAVE FLUSH ACTIVATION DEVICE MOUNTED ON THE APPROACH SIDE. FLUSH CONTROLS FOR WATER CLOSETS SHALL BE OPERABLE AITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPIN6, PINCHING OR T161I5TIN6 OF THE WR15T TOILETS TO BE ULTRA LON FLUSH FAUCET CONTROLS MUST BE OPERABLE AITH ONE HAND AND NOT REQUIRE GRASPING PINCHING OR T104I5TIN6 OF ARIST ALL LAVATORIES / HANP6INKS WILL HAVE A COMBINATION FAUCET OR PRE -MIXING FAUCET CAPABLE OF 5UPPLYIN6 HARM WATER FOR A MINIMUM OF TEN SECONDS LAVATORY AND ALL SINKS SHALL BE SELF-GLOSIN6. FAUCETS TO BE 2.2 G.P.M. MAX. HOT WATER AND DRAIN PIPES UNDER LAV5 SHALL BE INSULATED OR OTHERA15E COVERED THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 6RAB BARS SHALL BE MOUNTED TO 50LID BLOCKING IN HALL AND SHALL BE 1-1/2" CLEAR TO HALL PROVIDE CEILING MOUNTED FAN TO ACHIEVE 12 AIR CHAN6E5 PER HOUR, ROUTE RI61D EXHAUST DUCT TO OUTSIDE AIR. THE FAN 15 TO BE ACTIVATED $Y THE 1-16HT SNITCH. REFER TO ELECTRICAL DRAAIN65 FOR SPECIFICATIONS. 5UCH MECHANICALLY OPERATED EXHAUST 5Y5TEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SHALL BE AT LEAST 5 FEET FROM ANY OPENING NHICH ALLOA5 AIR ENTRY INTO OCCUPIED PORTIONS OF THE 5UILDIN6. CBG SECTION 1202.2.1 ` THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY THE ARCHITECT. TTHEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHAH CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance I Revisions No. Date Description 1 6-241-05 BUILDING DEPT. CORRECTIONS Project Name IrAlil IF i Consultants Mechanical / Electrical / Plumbing Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California 92705 Ph 949,428.8800 Fax 949.428.8805 Contact Gary Petrok r Architect 2036 North Broadway ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT Santa Ana, California 92706 SD AR CAS Ph 714.560.9210 r > Fax 714.560.9212 WWW.JGARTNER.COM N a �k �r RFN.1 -30 05 � QF CA�1 fC) Drawing INTc ELEV, Spo / RESTROOM DOOR / FINISH SCHEDULES MTL. CHANNEL ATTACHED TO UNDER51DE OF DECKING 16-6 .oK TOP OF DECK 6" MTL. 5TU05 1 WITH 5 / 8" GYP. BRD. 1 EA. SIDE FOR SECURITY If SCREWS 16 GA BLK, ATTACHED TO IN SLOTTED EX15T JOISTS W/ (5) HOLES #10 WOOD 5CREW5 — DO NOT ATTACH BRACT; TO DECK 16 GA CLIP L W! (5) #10 SM5 TO BRACE AND (5) #10 5M5 TO METAL BLOCK 20 GA X 5-5/6 STUD BRACE 41-0" O.C. CENTER OVER STUD BELOW I6 6A. CLIP L IN/ #10 5M5 EA. LEG :o -_-�-�- MATCH EXISTING WWI TYPE "X" GYP. BRD. FIRE BLOCK SUSPENDED T-BAR GEILIN6 SYSTEM 16 GA. TRACK W/ (2) #8 SCREWS @ EA. STUD TYP, METAL STUDS, SEE DET. 5 FOR 6AU&E E '"X" GYP. BRD. 7E WITH J-MOULDIN(9 :)F WALL R6LA5S INSULATION !PUNCHED TRACK V HILTI 0.145 DN DRIVEN SHOT PINS C. SAGE TO MATCH 7U5 ACOUSTICAL CAULKING PE OF WALL FLOOR 5LA13 7 TYP. PARTITION S AI Lam' 6" i ll_/1" 0 MTL 51ZE STUD SPACIN6 STUD H6T 5625525 16" I6'-0" 5625520 16" 20'-0" 5625518 16" 24'-0" 6005S20 ib" 1 50"-O° MTL SIZE STUD 5PACING STUD H6T 5625525 24" 15'-0" 5625520 24" 18'-O" 56255181 24" 20'-0" 6005520 24" 25'-O" (5) #10 TEK SCREWS TO EACH STUD --�- � TYPE STUD 1. ALL METAL STUDS SHALL BE 'GEMCO METAL' TYPE OR APPROVED EQUAL 2. THE BRIDGING, BLOCKING OR END BEARING STIFFENERS SHALL BE AS REQUIRED BY THE MANUFACTURER UNLE55 NOTED OTHERWISE ON THE DRAWINGS. 5. ALL THE STUDS SHALL CONFORM TO I.C.B.O. APPROVAL #2274 / REPORT #255411 4. UNLESS OTHERWISE NOTED ON THE PLANS USE THE FOLLOWING GUIDELINES FOR STUD SIZE AND SPACING FOR INTERIOR PARTITIONS. (DRYWALL FINISH ON BOTH SIDES I OR 2 LAYERS S. ALL PARTITION WALLS HAVE BEEN DESIGNED FOR 5 P.S.F. LATERAL PER 2001 C.B.C. 6. SCREWS SPECIFIED ARE MIN / BUILDEX SELF DRIVERS PER I.G.B.O. #5056 ?. SHOT PW5 SPECIFIED ARE HILTI-SHOT PINS, PER I.C.B.O. #2588 6. CONTINUOUS TRACK / CHANNEL RUNNER AT METAL STUD 15 TO BE 'GEMCO METAL' #562TI6 41. ALL METAL STUD BRACE5 TO BE 'GEMCO METAL' #5621ofI Lam (5) #10 TEK SCREWS 6 x 112 x 14 6A SCREWS K (Fq = 50 KSI) METAL LITE FLUSH MOUNT BACKING lP EY TEK (OR EQUAL) SCREWS 05HP17 R-O{�t2----- (5) #10 TEK BREWS 6x112x16&A (Fy = 55 K51) METAL LITE NOTCH TITS BACKS, PLATE (09 EQUAL) OSHPD R-01412 TYPE SPLICE PIECE SHALL BE SAME AND 6A AS STUDS TOP TRACK `— #8 5CREW5 If 3 TYP. TOP TRACK SPLICE SCALE I"■ 1'-O" 6" x I" x 16 6A TRACK 4" x 1 15" x 16 6A FNOTCH FLANGES AT EACH a STUD BETWEEN WALL STUD FOR FACE MOUNTIN6 STUDS - . -------------------- ..............................1.4..........-----------....---11:1� .11 ....._............---- •; ,, . ,,.._. (SCREW5 TT EACH STU STUD WALL STUD 2 2" AT MIDSPAN 4 (! 2 2" AT EACH END Ci 1Y1°E CLIP FLANGES 4 BEND 2" OF WEB FLUSH TO STUD - E TEN17 INEB1^S1/Or- DS 5TUD--�--\ #T N5 4 F5 (2) #S SCRs DOUBLE EACH TUD 1TYP -\ �---- #S 5M5 N5 ffi FS TRACK (2) #8 5MS N5 8 F5 CRIPPLE FOR ALL SILLS AND HEADERS FOR ALL SILLS AND HEADERS AT OPN6 WIDTHS GREATER THAN AT OPN6. WIDTHS W-O" 4 LESS 4'-0" TO 12'-0" MAX SECTION . i jj ff a 5EE FOR TOP CONNECTION 3 SEE FOR BOTTOM CONNECTION R WALL ELEVATION 4 TYPICAL INTERIOR STUD WALL DETAILS SCALE 1"#l'-G"-- STEEL DECK 116 v 1-48 STL. STUDS — 0 Q U -a C N LP-TRK'• L LITE 6" WIDE x 166A. 6ALV. STL. PLATE a 4'-0" A` O.G., SECURE TO MET. DECK W/2- #10-16 TEKS SCREWS A N, #8 5M5 ® 24"OC STUD TO STUD TYP. METAL STUD TYP. TRACK — TRACK - ti15 @ 24"OC TO STUD -- STUD OR TRACK 25 6A. MINIMUM TYP. STUD OR TRACK T1rP. METAL 5TUD I 01/16„ TYP. TRACK TYP. TRACK 2 TYP. METAL STUD FRAMING TYP TRACK SIM 4' OPN< #8 SCREWS 16" OC EACH STUD TYPICAL #Pa SCREWS 0 TRACK EACH 51 DE AT OPENIN6 WIDTHS AT OPENING WIDTHS GREATER THAN 4'-0" 4'-0" AND LESS TO 12'-0" MAX. SECTION 5TU05-FA5TEN TO TOP 4 50TT TRACK W/ #S SGRE0 5 EACH FLANGE EA SIDE =—#6 SM5 a 121,00 ALTERNATE SECTION 4 THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, i DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Issuance / Revisions No. Date Description =a-201-05 BUILDING, DEPT. 00RREGTI0N5 Project Name Sfi(ffk4)fiAtnT0 flUTO InSUPfln(t Ar-1. "0'11111111111' 702 WtST 17T11 RM AN finfit (fl 92706 Consultants Mechanical / Electrical / Plumbing Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California 92705 Ph 949.428.8800 Fax 949.428.8805 Contact Gary Petrak 1D5 Architect ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT 2036 North Broadway Santa Ana, California 92706 �D ARC j Ph714.560.9210 Fax 714.560.9212 tiQ ' ) WWW.JGARTNER.COM------------ No. 7454 �~ 11-30-05 O CAC LI Drawing Description DETAILS X � E Project No. Sheet No. A760 Date SUSPENDED CEILING SYSTEMS THE A30VE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED -HEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALT, BF REPRODLCFD, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPENSATION TOTHE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHAD CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE 0; THESE RESTRICTIONS, 1/2 GRiD DISTANCE MAX. TYP. TO BRACE WIRES a &A. HANGER WIRES a PERIM. -1/8" FURRING CHANNELS w 24" O.G. 8 6A. VERTICAL HANGER W1R -5 @ 5'-0" O.G. MAX. (TYP.) 1-1/2" CR CHANNELS (RUNNER'S) @ 4611 4 DIAGONAL BRACE WIRES ® 8' x 12' GRID ,MAX. - SEE DETAIL 8" MAX. OR 1/4 OF LENGTH OF CHANNEL - (SEE NOTE 2) =� I AISIRAMMATI C 67*10F. 5=I . GL.67. SYSTEM 8 &A. HANGER WIRES 0 51-0" SADDLE TIE (TYP) CR055 FURRING ' #5 x 5/4" SELF-TAPPIN(5 SGREW5 ® SPLAY WIRES PARALLEL TO RUNNER — i-16&A.OR2-1126A.HIRES WITH SADDLE TIE 8 2 TWISTS OR APPROVED FURRING CLIP 0 E. INTERSECTION PROVIDE MIN. 6" CLEARANCE BETWEEN WIRES AND UNBRACED DUCTS, PIPES, CONDUITS, ETC. 12 GA. SPLAY WIRE 0 8' x 12' 6RiD PATTERN (MAX.) MAIN RUNNER SEE NOTE #6 HANGER SPACING 5'-0" D.G. MAX. 6ALV. WIRE METAL FURRI 6 #12 SPLAY WIRES \FF CLI a 8' x 12' MAX, &RiD S) PATTERN 8" MAX. AL F 6 4" O. /—APPRO IVED EQUAL. 16 &A. LEDGER ANGLE CONT. YV #12 SCREWS 0 — — — 52" O.G. 5EG TO FRAMING (SEE NOTE 04) __..__,1-1/2" x 16 &A. SUSPENDED 1-1/4" Hl-LO TYPE "S" BULGE STEEL CHANNEL a 4"-0" 04. HEAD SCREWS 0 12" O.G. MIN. 47 5/8" FROM (5YP. BD. EDGE. 5/8" TYPE "X"i GYP. BD. GEILIN6 z SUSFEONI;)*=� C SECTION IN u- ...6 8 &A. (MIN) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 5'-0" x 5'-O" GRID SPACING ALONG MAIN RUNNERS. SPLICES W1LL NOT BE PERMITTED IN ANY HANGER WIRES. 2. PROVIDE 8 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER 15 LEAST, FOR THE PERIMETER OF THE CEILING AREA. 5. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HAN6ER WIRES THAT ARE MORE THAN I IN 6 OUT OF PLUMB SHALL HAVE COUNTER -SLOPING WIRES. 4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALL5. CEILING GRID MEMBERS SHOULD BE AT LEAST 1/2 INCH FREE OF OTHER Wob"5. iF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND GROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 1/2" CLEAR OF WALL. 5. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. AT METAL STRUT OR A 16 &A. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL. RUNNER 15 12" OR LESS, THIS INTERLOCK 15 NOT REQUIRED. 6. PROVIDE SETS OF FOUR 12 &A. SPLAYED BRACING WIRES ORIENTED 410 DE6 REE5 FROM EACH OTHER AT NOT MORE THAN a FEE T BY 12 FEET ON CENTER. PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 OF THE ABOVE SPACINGS FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS, THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE TAUTWITHOUT GAUSIN6 THE CEILING To LIFT. '7. FASTEN HANGER WIRES W1TH NOT LESS THAN 5 TIGHT TURNS. FASTEN BRACING SPLAY WIRES W1TH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 101.2 INCHES. HANGER OR BRAGIN& W1RE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS 0LO5ELY A5 P05515LE WITH THE DIRECTION OF THE FORGES ACTING ON THE WIRE. 6. SEPARATE ALL CEILING HANGING AND SRAGIN6 WIRES AT LEAST 6 INCHE5 FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC, IT IS ACCEPTABLE TO ATTACH 1_1644TWEIISHT ITEMS, SUCH AS 51N&LE ELECTRICAL CONDUIT NOT EX�//M� C��jEEDING 5/4",,"" NOMINAALj �DIAMETER, TO HANiG(E�R HIRES USING, CONNECTORS. F. V/�y DOUBLE LOOPS 16 &A, WIRE5 TYP. NEAR ENDS I-1/2" MAIN RUNNER CHANNELS FIN15H GEILIN6 y/8" FURRING CHANNELS NESTED 1-1/2" MAIN RUNNERS NESTED DOUBLE LOOPS 16 GA. WIRE5 TYP. NEAR ENDS 1/6" CROS5 FURRING SCREWS 6' O.G. FINISH GEILIN& — MAIN RUNNEOR SPL. I GEO /O I MIN. OVERLAP HANGER WIRE &A. W1RE5 TYP. SCREW EA. SIDE Suspended ceilings which are designed and constructed to support telling panels or tiles, With or Without lighting fixtures, ceiling -mounted air terminals or other celling-mounted services shall comply with the requirements of this standard. EXCEPTION: 1. Gelling area of 144 square feet or less surrounded by Walls Which connect directly to the structure above are exempt from the lateral load design requirements of this standard. 2. Ceiling constructed of lath and plaster or gypsum board, screw or nail attached to suspended members that support a ceiling on one level extending from Wall to Wall are exempt from this standard. INSTALLATION Vertical Hangers. Suspension wires shall not be smaller than No. 12 gage spaced at 4 feet on center or No. 10 gage at 5 feet on center along each main runner unless calculations justifying the increased spacing are provided. Each vertical Wire shall be attached to the celling suspension member and to the support above with a minimum of three turns. Connection device at the supporting construction shall be capable of carrying not less than 100 pounds. Suspension wires shall not hang more than I in 6 out -of -plumb unless countersioping wires are provided. Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shol i be used where obstructions preclude direct suspension. Trapeze suspensions shall be a minimum of back-to-back 14-inch cold -rolled channels for spans exceeding 45 inches. Perimeter Hangers. The terminal ends of each Gross runner and main runner shall be supported independently a maximum of 5 inches from each Wall Or ceiling discontinuity With No. 12 gage wire or approved Wail support. Lateral Force Bracing. Where substantiating design calculations are not provided, horizontal restraints shall be effected by four No. 12 gauge wires secured to the main runner Within 2 inch of the cross runner Intersection and splayed aO degrees from each other at on angle not exceeding 45 degrees from the plane of the telling. A strut fastened to the main runner shall be extended to and fastened to the structural members supporting the roof or floor above. The strut sho I I be adequate to resist the vertical component induced by the bracing Wires. These horizontal restraint points shall be placed not more than 12 feet on center in both directions with the first point within 6 feet from each Wall. Attachment of the restraint Wires to the structure above shall be adequate for the load imposed. Lateral force bracing members shall be spaced a minimum of 6 inches from ail horizontal piping or duct Work that is not provided With bracing restraints for horizontal forces. Bracing wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, whichever is greater, With a safety factor of 2. Perimeter Members. Unless perimeter members are a structural part of the approved system, Wall angles or channels shall be considered as aesthetic closures and with no structural value. Ends of main runners and cross members shall be tied together to prevent their spreading. Attachment of Members to the Perimeter. To faci I itate installation, main runners and cross runners may be attached to the perimeter member at two adjacent Walls with clearance between the wall and the runners maintained at the other two Walls or as otherwise shown or described for the approved system. LIGHTING FIXTURES Intermediate and heavy-duty ceiling systems shall be used for the support of lighting fixtures. All lighting fixtures shall be positively attached to the suspended celling system. The attachment device shall have a capacity of 100 percent of the lighting fixture Weight acting in any direction. When Intermediate systems are used, No. 12 gage hangers shall be attached to the grid members W Ithin 5 Inches of each corner of each fixture. Tandem fixtures may utilize common wires. Where heavy-duty systems are used, supplemental hangers are not required if a 45-inch modular hanger pattern is followed. When cross runners are used without supplemental hangers to support lighting fixtures, these cross runners shall provide the some carrying capacity as the main runner. Lighting fixtures weighing less than 56 pounds shall have, in addition to the requirements outlined above, two No. 12 gage hangers connected from the fixture housing to the structure above. These wires may be slack. Lighting fixtures Weighing 56 pounds or more shall be supported directly from the structure above by approved hangers. Pendant -hung lighting fixtures shall be supported directly from the structure above using No. a gage wire or approved alternate support without using the ceiling suspension system for direct support. MECHANICAL SERVICES Gelling -mounted air terminals or services Weighing less than 20 pounds shall be positively attached to the celling suspension main runners or to cross runners with the some carrying capacity as the main runners. Terminals or services weighing 20 pounds but not more than 56 pounds, in addition to the above, shall have two No. 12 gage hangers connected from the terminal or service to the celling system hangers or to the structure above. These Wires may be slack. Terminals or services Weighing more than 56 pounds shall be supported directly from the structure above by approved hangers. Issuance / Revisions No. Date Description I S-241-05 5UiLDIN6 DEPT. CORRECTIONS 2 LIGHT FIXTURE PER FIXTURE SCHEDULE (LESS THAN 56 LBS) T-BAR CLiP AT EACH END ALL SUSPENDED LIGHT FIXTURS AND HVAG RE615TER5 SHALL BE SUPPORTED WITH HANGERS AT EACH CORNER FASTENED TO CEILING FRAMING MEMBERS. VERTICAL #12 HANGER WIRE 6" Project Name MAXIMUM FROM EACH CORNER OF FIXTURE. ATTACH WIRE DIRECTLY TO CORNER OF FIXTURE. AAtnTO n4 REFER TO DETAIL A 7 A 7 A 7 FOR ADDITIONAL INFORMATION. n5 SUSPENDED GEILIN6 GRID PER REFLECTED GEILIN(5 PLAN 4- fluTo insupfinct 4 CE I L. I N6 6R i OL"O) I L.16HT fIXTURE '6"FMnTtP ND TD SCALE Qt 702 WEST 17Tt1 SRO` AM flnfl, Cfl 92706 NOTES: l ' 1 1. CEILING SYSTEM I.G.B.O. # 14T414. 2. ALL WIRES (VERTICAL AND SPLAYED) SHALL BE #12 GAUGE GALVANIZED STEEL WIRE 5. EACH END OF ALL W1RE5 SHALL HAVE THREE TIGHT TURNS WITHIN 1 1/2 INCH OF ATTACHMENT. 4. VERTICAL HANGER WIRES SHALL OCCUR AT 48" 3 MAXIMUM ALONG ALL MAIN RUNNERS. VERTICAL HANGER WIRES SHALL AL50 OCCUR AT ALL MAiN RUNNERS WITHIN 8" MAXIMUM OF ALL WALLS AND CEILING DISCONTINUITIES. VERTICAL HANGER � WIRES SHALL NOT BE MORE THAN I IN 6 OUT OF — 44 PLUMB. 5. SPLAY WIRES (4 AT aO4 FROM EAC40THM INSTALL COMPRESSION STRUT AT 12'-0" SHALL BE PROVIDED AT 12' ON CENTER IN BOTH O.G. EACH DIRECTION OR EVERY 144 DIRECTIONS AND NOT MORE THAN 6' FROM ANY SQUARE FEET OF GEILIN6 AREA PER WALL. WHEN REQUIRED BY LOCAL / STATE CODESI U.B,C. STD5 25 - 2 6. ALL CEILING LIGHT FIXTURES AND HVAC AIR F2 #12 WIRE SPLAYED IN THE PLANE OF RE&I5TERS SHALL BE SUPPORTED BY A MINIMUM EACH RUNNER AT 45 DEG, OF (2) HANGERS AT OPPOSITE CORNERS GEILIN6 SYSTEM SHALL NOT SUPPORT OTHER ITEMS. �3 GR055 RUNNER 7. ALL INTERIOR CEILING AND HALL FINISHES SHALL t 4 # MAIN RUNNER BE IN5TAL.LED IN ACCORDANCE WiTH U.B.G. SEC. 4205 AND SHALL BE FLAME SPREAD GLASS 111. 3 USPN.,. L'� C""ILINIS, SUPPORT SE NO TO SCALE Consultants Mechanical / Electrical / Plumbing Engineer GLP Engineering, Inc. 1751 Garry Avenue Santa Ana, California 92705 Ph 949.428,8800 Fax 949.428.8805 Contact Gary Petrok ---- a" x 1/4" DIAMETER CLOSED EYE SCREW WITH i" MINIMUM PENETRATION INTO WOOD BANGLE BRACKET� OTM OF EXISTING STRUCTURE i SEE STRUCTURAL DRAWINGS 2 GAUGE HANGER WIRE AT 45" O.G. AND WITHIN 6" OF END OF CHANNEL NOTE: DETAIL BASED ON CADDY FASTENERS MANUFAGTURIN6, FOR FURTHER INFORMATION CONTACT ERICA PRODUCTS, INC. (216) 248-0100 SUS ' N I� CL 6. A I RE CONNECT ION + No TO SCALE HANG FROM EXIST. BEAMS 4 PURLINS- ONLY SUSS' NO TO SC AL LATERAL FORCE BRACING NOT To EXCEED 12'-0" O.G. IN BOTH DIRECTIONS W/ THE FIRST SET OF SPLAY WIRES ATTACHED WITHIN 6'-0" FROM EACH WALL ~-HANGER WIRES — .,SPLAY BRACE WIRES a" MAX. r+i3Al yprZ J.i.ic; a ALE TRIM OR MAIN RUNNER ANGLE CEILING PANEL "/ FACE OF WALL PROVIDE #16 GA. TIES OR METAL STRUTS SECURELY ATTACHED To PREVENT SPREADING OF RUNNERS cl -C7. at AL.L. Architect 2036 North Broadway Santa Ana, California 92706 Ph 714.560.9210 Fax 714.560.9212 WWW.JGARTNER.COM Drawing Description ARCHITECTURE PLANNING / INTERIORS PROJECT MANAGEMENT �o Al C, 1 h No. G17450 9 f REN, 11-30-fly QP CAL DETAILS CEILING Project No. Sheet No. A701 Date +