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AC. ACOUSTIC GA. 6AUGE P.5.F. POUNDS PER ADD, ADDENDUM G.I. GALVANIZED 5OUARE FOOT ADD'N.ADDITION IRON P.C. PLUMBING ABC AGGREGATE GL. 6LA55 CONTRACTOR BASE COURSE 61D. GRADE P.L. PROPERTY LINE A.F.F. ABOVE FINISH G. GRAM FLOOR 6RL. GRILLE R.A. RETURN AIR RED. RADIUS A.M.F. ABOVE MALL GRID. GRD. RE6. RE615TER FLOOR (5. GROUND OI AGO. AGGREGATE GYP. GYPSUM REV. REV15 ON A/C AIR G.B. GYPSUM BOARD REC. RECOMMENDATION CONDITIONING G.G. GENERAL R.D. ROOF DRAIN AL. ALUMINUM CONTRACTOR RFC- ROOFING ALT. ALTERNATE RM. ROOM A0MD AIR QUALITY H.R. HAND RAIL RGH. RND. ROUGH ROUND MANAGEMENT HDNR. HARDENER DISTRICT HDW. HARDWARE S.A. SUPPLY AIR A.B. ANCHOR BOLT HDWD. HARDWOOD 50R. 50REW ARCH. ARCHITECT HTR. HEATER SECT. SECTION ASP. ASPHALT HT. HEIGHT SEL. SELECT @ AT H.P. HIGH POINT 5HT. SHEET 4 AND H.M. HOLLOW METAL SD6. SLIDING HORIZ.HORIZONTAL SIM. SIMILAR 5M, BEAM H.B. HOSE 5185 5LD6. SLIDING B.M. BENCHMARK H.W. HOT WATER SM. SMOOTH 5LK6. BLOCKING SPEC. SPECIFICATION 5D. BOARD IN. INCH 5PL. SPLASH BOTT. BOTTOM I.D. INSIDE DIAMETER 50. 50UARE 5LD6. BUILDING IN5UL. INSULATION STD. STANDARD B.N. 'BOUNDARY INT. INTERIOR 5T.5TL5TAINLE55 NAILING I NV. I NVERT STEEL JAN. JANITOR 5/5 5TAINLE55 G.I.P. :AST IN PLACE JT. JOINT STEEL 5TRUC.5TRUCTURE C.B. CATCH BASIN JST. J015T 5USP. SUSPENDED CLG. CEILING GEM. CEMENT K.P. KICK PLATE T$B TOP $ BOTTOM ,C C6. CENTIGRAM T.O.C. TOP OF CURB CENTIMETER LAM. LAMINATED T.O.P. TOP OF GL. CENTER LINE LDG. LANDING PARAPET CER. CERAMIC LAV. LAVATORY T.5,D. TOP OF STEEL DECK C.T. CERAMIC TILE L6. LENGTH T.T.P. TOP OF GRAN. CHANNEL . L.O.R LANDLORD OF TAPERED C.O. CLEAN OUT L.W.G. RECORD L.W. CONCRETE TYP. PLYW00D TYPICAL COL. COLUMN LVR. LOUVER CONC. CONCRETE U.O.N. UNLESS CONN, CONNECTION M.B. MACHINE BOLT OTHERWISE .J. CONTROL JOINT M.C. MECHANICAL NOTED CONSTRUCTION CONTRACTOR U.T.R UP THROUGH JOINT M.C.B. METAL CORNER ROOF CONT. CONTINUOUS 5EAD V. VENT CTR, COUNTER M.O. MA50NRY VERT. VERTICAL CT5K. COUNTERSUNK OPENING V.G. VERTICAL &RAIN C.M.U. CONCRETE MAT'L..MATE:RIAL VEST. VESTIBULE MASONRY UNIT MFR. MANUFACTURER V.G.T. VINYL MAX. MAXIMUM COMPOSITION MEGH. MECHANICAL TILE D.P. DAMP PROOFING MET. METAL VGP VITREOUS CLAY DB. DECIBEL M.L. METAL LATH PIPE D.F. DOU6LA5 FIR MTR METER D.F.L. DOU6LAS FIR MIN. MINIMUM W W.M. WELDED WIRE LARCH MLDG. MOLDING MESH DIAL. DIAGONAL MULL, MULLION W.G. WATER CLOSET VIA. DIAMETER W.H. WATER HEATER DIM, DIMENSION N/A NOT APPLICABLE W.F. WIDE FLANGE DIM. V15P DIMENSION N.G. NATURAL GRADE N WITH DOWEL MOM. NOMINAL NO WITHOUT DN. DOWN N.I.G. NOT IN WD. WOOD D.S. DOWNSPOUT CONTRACT WDW. WINDOW DWG. DRAWING N.T.S. NOT TO SCALE W.R. WATER NO. NUMBER RE515TANT EA. EACH 055. OBSCURE W.P. WATER PROOF E.C. ELECTRICAL O.C. ON CENTER CONTRACTOR OPNG.OPENING EL, ELECTRIC O.A. OVERALL E,W,C. ELECTRIC WATER Q.D. OUTSIDE COOLER DIAMETER ELEV. ELEVATION O.F,5. OVERFLOW E.N. EDGE N,A I L I N6 SCUPPER E0. EQUAL 0.1'=.ID.0VERFLOY4 EG2UIP. EQUIPMENT DRAIN EXH. EXHAUST O.F.61OWNER FURNISHED E.J. EXPANSION JOINT GENERAL CONTRACTOR EXIST. EXISTING INSTALLED EXT. EXTERIOR PTV. PAINTED FT. FEET P6. PAGE FIN. FINISH PAIR F.N. FACE NAILIN6 PN L. PANEL FIXT. FIXTURE PTN. PARTITION FL. FLASHING PENNY FLR. FLOOR PL PLATE P.D. FLOOR DRAIN PLBG. PLUMBING FLUOR,FLUORE5GENT PLYWiDr'LYW00D FTC. FOOTI N6 PT. POINT FND. FOUNDATION P.O.G, POINT OF FR. FRAME CONNECTION F.H.G. FIRE HOSE P.T,D.FF''RESSURE CABINET TREATED DOUGLA5 FIR P.S.I. POUNDS PER 50UARE INCH I k::; I S Ab'o Food erm �-------- --SECTION A _ REFERENCE A5.0 ------SHEET' NUMBER NUMBER 5 DETAIL -- REFERENCE 4-_ _._._.._._._._ems NUMBER --------DETAIL NUMBER 28 DETAIL REFERENCE ( ALTERNATE ) I 51tEET NUMBER -INTERIOR ELEVATION 4 AbD REFERENCE 5 -- 511 T NUMBER -- &A' _ REFERENCE CONIREICE' (-- --- -ROOM NAME ROOM 208 REFERENCE ---- --ROOM NUMBER REFERENCE I �-- ---------�;INDOW REFERENCE e6MT REFERENCE 28 (---------KEY NOTE REFERENCE NOTE REFERENCE ( ALTERNATE) FIN'N 0L FIFLR_ �' --- i VATION ° 4w REFERB4GE 2520 South Birch Street - Sant -a Ana, California 92707 OWNER / TENANT A5EL FOOD SERVICE 2440 SOUTH PARK DRIVE SANTA ANA, CALIFORNIA 412-1O-7 PH: (ii4) 46g-2232 FAX: CONTACT: ABEL SALAZAR CONTRACTOR TO BE DETERMINED 5UIL.DIN6 DEPARTMENT CITY OF SANTA ANA PLANNING AND BUILDING AGENCY BUILDING SAFETY DIVISION 20 CIVIC CENTER PLAZA SANTA ANA, CALIFORNIA g2'702 PH: 014) 647-5540 FAX: (114) 66 7-2-115 r PERMITTYPE. BLDG ELECT PLBG {fig MECH GRADING OCC. G OUP? t '`.�_ CON 00, EDiTIGr,a J ) FLOOD ZONE CEI TIF REQ'D YES N0 MICROFILM NO RADIANTBARRIER @ ROOF YES iI ? RE ID NITLAL DE\, FEE YES NO COIL DISTRICT YES tO Malwaffalgo ARC44nwT JAME5 GARTNER AND A550CIATE-5 PRD,JEGT DESGRIP nON. ABEL FOOD SERVICE AR+ a1WTURAL StE'E:TS PROJECT COORDINATOR RENOVATION 2056 N. BROADINAY T5 SHEET INDEX / PROJECT INFORMATION / VICINITY MAP SANTA ANA, CALIF. Q2'746 PROJECT ADDRESS: 2520 SOUTH BIRCH STREET PROJECT CONSULTANTS / ABBREVIATIONS / PROJECT CONTACTS PH: (114) 560-Q21O SANTA ANA, CALIFORNIA 012107 SYMBOLS LEGEND / CODE SUMMARY / ABBREVIATIONS FAX: (714) 560 - 4212 CONTACT: JAMES GARTNER C 116I GT14N TYPE: TYPE -II GN f GENERAL CONSTRUCTION NOTES ENERGY CONSERVATION NOTES GENERAL NOTES S'fi2UGTURAL GANFIELD CONSULTANTlNG UGGJPANGY bROtIF': - DIVISION I AID SITE PLAN 205 NORTH MAIN STREET SANTA ANA, CALIF. g2701 PH: (114) W-g848 A1.4 ACCESSIBILITY REQUIREMENTS AND DETAILS PAX: (114) 641-4645 A2.0 PARTIAL SITE PLAN / FLOOR PLAN CONTACT: JEFF CANFIELD A2.1 HANDICAP RAMP AND PARKINS DETAILS BUILDING AREAS EXI5TINS BUILDING TO REMAIN 40,000 50. FT. A22 ROOF PLAN TOTAL 40,000 SQ. P% A2.5 EXTERIOR ELEVATIONS / SECTION CONSTRUCTION OF A STEEL FRAMED ROOF MOUNTED PLATTFORM FOR MECHANICAL EQUIPMENT CONSTRUCTION OF A MECHANICAL EQUIPMENT SCREEN i M � � MECHANICAL CODE FIRE SAFETY ENER�5Y r 2001 CALIFORNIA BUILVING CODE (TITLE 24, PART 2, VOL. 1) BASED ON THE lga? UNIFORM 5UILVIN6 CODE 2001 CALIFORNIA PLUMBING CODE (TITLE 24, PART 5) 2001 CALIFORNIA MECHAN I CAL CODE: (TITLE 24, PART 5) BASED ON THE 2000 UNIFORM MECHANICAL CODE 2001 NATIONAL ELECTRICAL CODE (TITLE 24, PART 3) BASED ON THE Iggg NATIONAL ELECTRIC CODE 2001 CALIFORNIA FIRE CODE (TITLE 24, PART g) 2001 CALIFORNIA ENERGY GORE (TITLE 24, PART 6) r W. WARNER AVE E. WA NER V E FLORA ST a � z E CE TRAL A(E 0 W.CENTRAL AVE Z w o F- U) E. ADAMS ST U. SITE ih C? STRUCTURAL 5HEE S 50 GENERAL NOTES 51 PARTIAL ROOF FRAMING PLANS AND DETAILS A ` V;s Ml ASTE R 11D, DISC Pam. Landscrpe PLMS 13..E d -S'(f) PL..AN ER_, DATE; -=. p U FINAL R,.., y , -0- CONTACT PHONE (I14) 667-270 SUBJECT TO CONDITION'S BELOW: rcx�s� p j - r In 111-0 2. -Ae JAFL L Q-t 1 1--'L+ e_ ITS C TUIA L 8 TP&:t 4 A ELECTRICAL, Lull:',,10 IL, r;:Hi,��p A1. 'LA'S T_ 0 myna and po gSftmns must he Wept OTI tho Ioh ,M all Y a I s L3 III 3 @9 ak - a'v"i � changes or Ira lori off` a without k�f3' en erml sI i� from I'1£ i I Sian1a Ati. The acceptance of Its plan nd specificMUMns 614ALL NOT he hold to parmut mo e an approvai of UT-10 violati0i € f r,a Woes of ANY Cillyr !<ean o or date Lai. opted By CITY 0 ROWLAND AVE �0��5� AC CL north W. DYER RD U E. DYER RQ O11�v F`aV~ ARRlAG DR E GARRY AVE 1 W.ALTON AVE NO 56ALE PROJECT MANAGEMENT 2036 NC)RTH BRC>ADVVAY SANTA ANA, CALIFORNIA �2706 TEL 714-560.9210 FAX 714.560.9212 PROJECT CONSULTANT W s eras 00 �i�! 4J (A R3 �V 0 °° e T U. \ \ sr� Ln N v) ISSUE DATES STAMP AND SIGNATURE c�Sto AR F OP CAV% SHEET TITLE TITLE SHEET DRAWING I.D. Project No: 2005 - abei food Plat Date: 06-20-05 THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALT. REMAIN THE PROPERTY OF THE ARCHITECT, NO PART TNEREOF 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 DRAIMNGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SHEET NO. TS i. GOLDES ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES. NOTHING SHORN IN THESE DRAWINGS SHALL BE CONSTRUED AS PERMISSION TO VIOLATE ANY OF THE FOLLOWING: A. CALIFORNIA BUILDING CODE, 2001 EDITION B. CALIFORNIA TITLE 24 ENERGY RE6ULATION5 C. CALIFORNIA TITLE 24 TYPE III AND TYPE V BUILDIWGS D. APPLICABLE FEDERAL, RAL, STATE, COUNTY AND LOCAL ORDINANCES AND STATUES E. REQUIREMENT5 OF THE CITY OF NEST COVINA F. REQUIRDMENT5 OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, DEPARTMENT OF OCCRATIONAL SAFETY AND HEALTH ADMINISTRATION, (CAL-05HA) 2. PERMITS A. THE OMER P41LL PAY FOR THE BUILDIN& PERMIT AND ANY 5ENER, KATER, OR OTHER LOCAL JURISDICTIONAL FfE5 OR A55E55MEW5. THE CONTRACTOR SHALL BE RESPON515LE FOR ALL CoOORDINATION Yin HIS 90-CONTRACTOR5 Nn RE6ARD TO PERMITS, FEES it TEMPORARYPERMANENT�WS-CONTRACTOR5 OBTAIN CITY LICENSE-5 AND 50MIT SAME TO THE J013 5LMINTBNDB4T BEFORE 5TARTIN& IAIORK. EACH �)Bm-CONTRACTOR514A" PAY FOR ALL FEES AND PERMITS REOUIRED FOR THEIR PORTION OF ♦• OTHER PERMITS SHALL M TAKEN OUT AW PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. 0. 5 THE PLAN CHECK FEE SHALL BE SECURED AND PAID FOR BY THE OIAINER. ALL CONTRACTOR SHALL OBTAIN PERMITS FROM THE STATE OF CALIFORNIA DIV15ION OF INDUSTRIAL SAFETY AS REWIRED AND SHALL COMPLY NITH ALL REOUIREIvIENT5 OF DIVISION. 3. CM1RX*n0N r♦ A. THE INTENTION OF THESE DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE NIDRK INDICATED ON THE DRAWIN65 OR REASONABLY INFERRED THERE FROM. THE ARCHITECT Al" IN NO WAY BE RE5PON515LE FOR HOW THE FIELD? WORK 15 PERFORMED, SAFETY IN OR ABOUT THE JOB SITE, METHODS OF PERFORMANCE OR TIMLELINE55 IN THE PERFORMANCE OF THE WORK. IF DISCREPANCY EXISTS BETWEEN PLANS OF DIFFERENT 5CALE5, THE L.AR6ER SCALE PLAN SHALL 6OVERN. 50ALE-5, THE LARGER SCALE PLAN SHALL GOVERN. NOTIFY ARCHITECT OF SUCH DISCREPANCY BEFORE PROCEEDING WITH THE WORK. B. DIMENSIONS 5HO141 ON PLANS AND DETAILS ARE TO FACE OF STUD (FO5), FACE OF MA50N>tFWY (FOM), FACE OF CONCRETE (FOC), UNLESS OneRWI5E NOTED. 4. BIDS A. BIDDERS PRIOR TO SUBMITTAL OF BIDS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECTS PLANS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY, OMISSION, CLARIFICATION, OR ANY INFORMATION NECEES5ARY FOR COMPLETION OF THEIR SCOPE OF WORK. B. ALL TRADES SMALL FURNI5H ALL LABOR, EQUIPMENT, MATE RIAL a AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED OR REASONABLY INFERRED OR REQUIRED BY ANY APPLICABLE CODE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED JOB. 0. CONTRACTORS PRIOR TO BIDDIN6 SHALL GUARANTEE THAT ALL. OTHER 51,1513IDDER5 OR SUBCONTRACTORS SHALL BE GIVEN COMPLETE FULL SETS OF PLANS TO ING.WRE THAT THEY HAVE INCLUDED ALL ITEMS NECE55ARY TO COMPLETE THEIR AORK. ANY ITEM M155ED BY THESE SUBCONTRACTORS IN THEIR BIDS SHALL BE ABSORBED BY THE GENERAL CONTRACTOR AT HE"15 OAN EXPEND AND IN NO WAY WILL EFFECT ANY ADDITIONAL C05T OVER AND ABOVE THE FINAL BID. D. ALL TRADES SHALL PROVIDE BIDS ACCORDING TO THE PLANS AND SPECIFICATIONS. ANY ALTERNATE SHALL BE SUBMITTED TO THE O01NER (IN WRITING) FOR APPROVAL PRIOR TO ACCEPTANCE OF BID. 5. CO TOR A. PRIOR TO COMMENCING, THE 6ENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEA ALL ORAWIN65 AND SPECIFICATIONS AND VERIFY CONDITIONS AT TIE SITE. ANY P15CREPANCII S SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEE12IN6 WITH THE WORK. CONTRACTOR SHALL VERIFY WITH THE PROPER UTILITY COMPANY THE LOCATIONS OF ALL EXI5TIN6 BELOA 6RADE UTILITIES AND THEIR SERVICE CONNECTION PRIOR TO THE COMMENCEMENT OF WORK. B. NO CONTRACTOR, SUBCONTRACTOR, OR SUB -SUBCONTRACTOR 15 TO START HIS WORK UNTIL HE / SHE HAS FIRST EXAMINED THE EXISTING CONDITIONS. IF FOR ANY REA50N A PERFECT JOB 15 iMP05515BLE, IT SHALL BE IMMEDIATELY REPORTED TO THE PROJECT SUPER INTENMT AND ARCHITECT BEFORE PROCEEDIN6.7 WITH THE JOB. 0. THE CONTRACTOR SMALL BE RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY FOR COORDINATION OF HIS WORK WITH THAT OF OTHER TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. D. CONTRACTOR TO VERIFY AND ENSURE AVAILABILITY AND TIMELY DELIVERY OF SPECIFIED OR SUBSTITUTED PRODUCTS PRIOR TO CONSTRUCTION. HE SHALL NOTIFY ARCHITECT OF P0551BLE CHANGE5 TO CONSTRUCTION DOCUMENTS OR ANY CONSTRUCTION DELAY DUE TO NON AVAILABILITY OR LATE DELIVERY OF MATERIALS. ARCHITECT 15 NOT RESPONSIBLE FOR NON AVAILABILITY OR LATE DELIVERY OF PRODUCTS DURING CONSTRUCTION. E. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY ARCHITECT OF PROBLEMS IF ANY. FAILURE TO DO 50 SHALL MEAN THAT ALL NECE55ARY CORRECTIVE MEASURE, DOCUMENTATION, M. SHALL BE DONE BY THAT CONTRACTOR AT HIS OM EXPENSE AND TIME. F. THE CONTRACTOR SHALL BE RE5FON51BLE FOR THE ACCURACY OF THE BUIL VIN6 LINES AND LEVELS THE CONTRACTOR SHALL COMPARE CAREFULLY THE LINES AND LEVELS 5HOWN ON THE MMIN65 WITH EXISTIN6 LEVELS FOR THE CONSTRUCTION OF THE WORK AND SHALL CALL THE ARCHITECTS ATTENTION TO ANY DISCREPANCIES BEFORE PROCEEDING AITH THE WORK, 6. PROVIDE ALL NECESSARY BACKIN6 AND FRAMING FOR ALL WALL MOUNTED ITEMS, LIGHT FIXTURES AND ALL OTHER ITEMS REQUIRED SAME. 6. LIABILITIES A. THE DM16N PROFE55IONAL OF) SHALL CONSULT WITH THE CLIENT REGARDING THE PROBABLE SERVICES MIRED TO COMPLY WITH AMERICAN DISABILITIES ACT (ADA). THE DP €5 NOT AN ATTORNEY NOR SHOULD THE DPS RENDERING AN OPINION OF PROBABLE SERVICES REQUIREMENTS BE CON51DERED EOU€VALENT TO A LEGAL INTERPRETATION OF ADA. THE CPS OPINION WILL BE 5A5ED SOLELY ON H15 OR HER OWN EXPERIENCE AND KNOWLE06E. TH15 REQUIRE5 THE DP TO MAKE A CERTAIN NUMBER OF ASSUMPTIONS AS TO THE TYPES OF DISABILITIES COVERED BY ADA, THE DECREE OF ACCESS THAT 15 READILY ACHIEVABLE' AND WHAT CONSTITUTES "READILY ACCESSIBLE AND USABLE". 61VEN THE ASSUMPTIONS WHICH MUST BE MADE, THE OP CANNOT AND DOES NOT 6UARENTiEE THE ACCURACY OF His OR HER OPINION AS TO FULL COMPLIANCE AND IN RECOGNITION OF THAT FACT, THE CLIENT WAIVES ANY CLAIM AGAINST THE DP RELATIVE TO THE ADEQUACY OF THE OPINION TO FULLY COMPLY WITH ADA REQUNREMENT5. B. THE ARCHITECT AHO 516N5 7HEE5E PLANS, SPECIFICATIONS AND INSTRUMENTS OF SERVICE SHALL NOT BE HELD RESPONSIBLE FOR DAMAGES RESULTING FROM CHANGES OR USES NOT AUTHORIZED OR APPROVED BY THE ARCHITECT. THE SIGNING OF THESE DOCUMENT5 AU NOT IMPOSE A LEGAL DUTY OR RESPONSIBILITY TO OBSERVE THE CONSTRUCTION OF THE FIXED WORKS SUBJECT TO THESE DOCUMENTS. C. ALL BRACIN6 NECESSARY FOR CONSTRUCTION PURPOSES BE THE SIDLE RESPON5151LITY OF THE CONTRACTOR. D. THE DESIGN ADEQUACY AND SAFETY OF THE ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE 51RUG'1M PRIOR TO THE APPLICATION OF ALL SHEARER KAL55, ROOF AND FLOOR DIAPHRAGMS AND FIN15H MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION V151TS TO THE 51TE BY THE ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 1. INTENTION: THE INTENTION OF THE DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS / EQUIPMENT AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK. S. VZSTITLMON: NO 51,1135TITUTION SMALL BE MADE WITHOUT THE OWNERS APPROVAL. a THE OWNER MAY ORDER EXTRA WORK OR MAKE CHAN6E5 BY ALTERING, ADDIN6 TO, OR DEDUCTING FROM THE NORK, THE CONTRACT 5UM BEING ADJUSTED ACCORDINGLY. 10. SCOPE: ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND PERFORM ALL WORK NECESSARY, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION, TO COMPLETE: THEIR SCOPE OF Y40RK FOR COMPLETE AND PROPERLY FINISHED JOB. It. CUTTING AM I'ATC.HI * ALL TRADES SHALL DO THEIR OW N CUTTIN6, FITTIN6, FATCHIN67, M. TO MAKE THE SEVERAL PARTS COME 'T06ETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY WORK Of OTHER TRADE5. 12. CLEANING THE CONTRACTOR SHALL CLEAN-UP, REMOVE AND DISPOSE IN A L.E6AL MANNER ALL PMRI5 AND WASTE ATTRIMTED TO THE JOB. 15. INS LAMON A. ROOF INe5UL.ATION SHALL BE RATED FISER&LA55 BATTS BETINEEEN BOTTOM CHORDS OF TRUSSES OR BE. i NCI ROOF J015T5 PER TITLE 24 RE OUIREME NT5. RATEDB. INSULATION PROVIDED ♦- STUD KALLS BET?aN STUDSPER 71TLE 24 REOUIREMENIT5. INSULATION NOTES C. REFER TO ENERSY CONSERVATION NOTES AND MANDATORY MEASURES FOR ADDITIONAL 1. ALL FIXTURES, (HEATIN6, VENTILATING, AIR CONDITION€N6, AND WATER HEATIN6 EQUIPMENT) SHALL MEET ALL REMIREMENT5 OF APPLIANCE EFFICIENCY STANDARDS AND BE CERTIFIED BY CALIFORNIA ENER6Y COMMI5510N. 2. FUTURE THERMOSTATS SHALL BE EQUIPPED WITH AUTOMATIC SETBACK, WHICH OCCUPANT CAN PROGRAM TO AUTOMATICALLY SET BACK THE THERM05TAT TWICE IN 24 HOURS. 3. EQUIPMENT H410H REQUIRE-5 PREVENTIVE MAINTENANCE TO MAINTAIN EFFICIENT OPERATION SHALL BE FAN1 WITH COMPLETE NECESSARY MAINTENANCE INFORMATION. 4. ALL FUTURE FAN SYSTEMS E.XHAU5TLN6 AIR TO OUT5IDE SHALL BE PROVIDED WITH BACKORAFT DAMPERS. 5. ALL FUTURE 11ZAN5VSR5E DUCT, PLENUM, AND FITTIN S JOINTS SHALL BE SEALED WITH FRE5WRE SENSITIVE TAPE OR MASTIC TO PREVENT AIR L055 AND SHALL 13E INSULATED. b. ALL MANUFACTURED ININDOWS AND SLIDING 6LA55 DOORS SHALL MEET THE ANSI AIR FILTRATION STANDARDS AND SHALL BE CERTIFIED AND LABELED. 1. ALL 5NIN61N6 DOOR;i AND WINDOWS LEADING TO UNCONDITIONED AREAS SHALL BE FULLY WEATHER-STRIPPED. S. FUTURE 5T0RA%6E TYPE YNATLR HEATERS SHALL BE EXTERNALLY WRAPPED WITH R-12 INSULATION OR 6REATER. q. THE FIVE FEE'H' OF PIPE CLOSEST TO THE WATER HEATER; OF ANY, IF OUTSIDE CONDITIONED SPACE, SHALL BE INSULATED WITH A MINIMUM OF R-3 STEAM AND STEAM CONDENSATION RETURN PIPI* AND RECIRCULATING HOT WATER PIPING OUTSIDE THE BUILDING ENVELOPE SHALL BE INSULATED. 10. LAMPS USED IN LUMINARIES FOR GENERAL. LIGHHTIN 6 IN FUTURE TOILET SHALL HAVE AN EFFICIENCY OF NOT LE55 THAN 25 LUMEN5 PER WATT. 11. FUTURE SHHOY ERHEAD AND FAUCETS SHALL BE EQUIPPED WITH FLOW RE5TRICTORS AS OUTLINED IN T-1E APPLIANCE EFFICIENCY STANDARDS AND SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION. 12. INSULATION USED SHALL COMPLY WITH CALIFORNIA QUALITY STANDARDS. 15. AFTER INSTALLING 1145UL.ATION, THE INSTALLER SHALL. P05T IN A CONSPICUOUS LOCATION IN THE BUW!% A CERTIFICATE 516NED BY THE INSTALLER ANDTHE BUILDER STATING THAT THE INSTALLATION CONFORM5 TO THE REQUIREMENT5 OF TITLE 24, PART 2, AND THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENT5 OF TITLE 20. THE CERTIFICATE SHALL STATE THE MAIN€FACITIRERS NAME AND MATERIAL IDENTIFICATION, THE INSTALLED "R" VALUE, AND (IN APPPLICATION;, OF L 005E FILL INSULATION,) THE MINIUMUM INSTALLED NE16HT PER SQUARE FOOT CON5€,5TENT WITH THE MANUFACTURER'S LABELED DENSITY FOR THE DDSI 'R' VALUE. 14. FOR INFILTRATION CONTROL ALL OPENIN65 AND PENETRATIONS MUST BE CAULKED AND SEALED, SUCH AS AROUND WINDOWS, AT SOLE PLATES AND OPENINGS FOR UTILITY PIPES AND WIRES. 15. THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARD SECTIONS OF TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE HAVE BEEN REVIENED AND THE DE516N SUBMITTED SUBSTANTIALLY CONFORMS TO THE ENERGY RE6ULAT10N5 FOR NON-RE-51DENTIAL AND RESIDENTIAL OUILDI11465. 1. THE TERM 'CONTRACTOR' AS USED HERE IN AND ON THE DRMIN65 SMALL. ALSO BE APPLICABLE TO EACH SUB- CONTRACTOR AS REQMREMENTS PERTAIN TO H15 TRADE. 2. THE CONTRACTOR 5HALL VERIFY ALL DIMENSIONS TO FLOOR PLANS AND ELEVATIONS PRIOR TO COMMENCEMENT OF ANY WORK. THE 6ENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY, IN 1AIRITIN6, OF ALL AND ANY DISCREPANCIES, OMMIS51ONS OR CONFLICTS BETWWEEN THE VARIOUS :ELEMENTS OF THE WORKIN6 DRAWINGS AND / OR SPECIFICATIONS AND SHALL BE BRCS 10 THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING AITH ANY WORK INVOLVED. 3. ALL WRITTEN DIMENSIONS SHALL HAVE PREFERENCE OVER SCALED DIMENSIONS. 4. ALL WALL. DIMENSION5 ARE FACE OF STUD (F.O.5) 5. NOTES AND DETAILS ON THE DRANNIN65 SHALL TAKE PRECEDENCE OVER 6ENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHHOM, CONSTRUCTION SHALL CONFORM TO 51MILAR WORK ON PROJECT. 6. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENT5 OF THE LATEST EDITION OF THE CALIFORNIA BUILDIN6 CODE (050) OR LOCAL CODE AS ADOPTED AND AMENDED BY LOCAL 60VERNIN6 AUTHORITIES. ?. THIS STRUCTURE IS DES16NED AS ASTABLE UNIT AFTER ALL COMPOM#ENT5 ARE IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE I ARY BRACIN6 AS REQUIRED TO AS5Un THE VERTICAL. AND LATERAL. STABILITY OF THE ENTIRE STRUCTURE OF PORTION THEREOF DURING CONSTRUCTION. 6. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNI ; 5EQUENC;ES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PR06RAM5 IN CONNECTION WITH THE WORK. q. NEITHER THE OANER NOR. THE ARCHITECT W1H ENFORCE SAFETY MEASURE5 OR. RE&ULATION5. THE CONTRACTOR SHALL DO516N, CON511RWT AND MAINTAIN ALL 5AFETY DEVICES, INCLUDING 5HORIN6 AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCA -, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATONS. IT 15 THE INTENT OF THESE CONSTRUCTION DOCUMENTS TO INCORPORATE THE SAFETY STANDARDS OF THE STATE OF CALIFORNIA DIV15ION OF INOU511AL SAFETY. 10. AHERE NO CON15TRUCTION DETAILS ARE 514OAN OR NOTED FOR ANY PART OF 114E WORK 51JGH DETAILS 5HALL BE THE SAME AS FOR. THE 51MILIAR WORK 51400IN ON THE DRAWINGS AND / OR SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. II. DETAILS ARE INTENDED TO SHOA METHOD AND MANNER OF ACCOM'LI51-111V6 YORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE .YOB DIMENSIONS OR CONDITIONS AND 50ALL BE INCLUDED AS PART OF THE WORK. 12. THE CONTRACTOR SHALL BE RE51PON515L..E FOR REPLACEMENT OR REPAIR, WITHOUT DAMAGE, FOR ANY DAMAGE CAUSED BY HIM OR H15 SUB -CONTRACTOR. 13. ALL 6LASS AND GLAZING SHALL COMPLY WITH STATE AND LOCAL CODES THE U.S. CONSUMER PRODUCTS SAFETY COMMI5510N, SAFETY STANDARDS FOR ARCHITECTURAL 6LAZI16a MATERIALS. 14. ALL INTERIOR WALL5 AND PARTITION5 SHALL 133E DESIGNED AND CONSTRUCTED TO RE515T ALL LOADS TO WHICH THEY ARE SUBJECTED TO, BUT NOT LE55 THAN A FORCE OF FIVE (5) POUNDS PER SQUARE FOOT APPLIED PERPENDICULAR TO THE WALLS. 15. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES AND 5UFPORTIW7 BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CA5EWORK, STAIR RAILINGS, TOILET ROOM ACCES50RIE5, PARTITIONS AND FOR ALL WALL -MOUNTED OR 51,15PENDED MECHANICAL, ELECTRICAL OR M15CELLANEOUS EQUIPMENT. 16. WREN SHOP DRAWINGS ARE REQUIRED, ALL DIMENSIONS ARE TO BE VERIFIED AT THE JOB 51TE PRIOR TO FABRICATION OF 1'T. VERIFY LOCATION AND 517E OF ALL OPENIN65 WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. 113. VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL DRAWIN65 AND MANUFACTURED ITEMS V44M APPLICABLE. M. THE CONTRACTOR SMALL. BE RESFON5I5L.E FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE TO OTHER WORK RESULTING THERFROM, WITHOUT C45T TO ONNER, YSIHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER TH15 CONTRACT. 20. THE CONTRACTOR SHALL SUBMIT COPIES OF MANUFACTURERS CATALOG SHEETS, BROCHERE5, 5HEE('5 OF COLOR 5AMPLE5, INSTALLATION IN5TRUCTION5, ETC. ON MANUFACTURED PRODUCTS, L15M OR INSTALLED IN THE PROJECT FOR OWNER'S ACCEPTANCE BEFORE PURCHASE OF DELIVERY TO THE SITE. NON-COMPLIANCE MAY RESULT IN REJECTION AND NON-ACCEPTAN.E. 21. MATERIALS AND PRODUCTS MUST BE DELIVERED TO THE BLDG. 51TE IN ORIGINAL PACKAGES. MATERIALS AND PRODUCTS SHALL BE STORED OFF THE GROUND ON WORD BLOCKING IN AN UPRIGHT POSITION, PROTECTED FROM THE ELEMENTS, IN A MANNER TO PREVENT DAMAGE OR MARRIN6 OF FINISH. 22. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DE516N WHICH FAILS TO BE CLEAR OR 15 AMBIGUOUS MUST BE REFERRED TO THE ARCHITECT OR HI5 EN61NEER FOR INTERPRETATION OR CLARIFICATIONS. 23. THE CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROTECT HIS PORTION OF THE WORK BEFORE, DURING, AND AFTER INSTALLATION, AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF OTHER TRADE-5. IN THE EVENT OF DAMAGE, THE CONTRACTOR SHALL MAKE ALL REFAIR5 AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARC 41TWT AND AT NO ADDITIONAL C05T TO THE OWNER. 24. WORKMANSHIP SHALL CONFORM TO THE BEST STANDARDS AND ACCEPTED PRACTICES OF THE TRADES INVOLVED, AND SHALL INCLUDE ALL ITEMS OF FABRICATION, CONSTRUCTION AND INSTALLATION REGULARLY FURNISHED OR REQUIRED FOR COMPLETION, INCLUDING ANY FINISH REQUIRED FOR SUCCESSFUL OPERATION AS INTENDED. WORK SHALL BE EXECUTED BY MECHANICS SKILLED IN THEIR RESPECTIVE LINES OF WORK. 25. THE ARCHITECT DOES NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE, AND NO PRCV1510N5 OF THE CONTRACT DOCi1MENT5 SHALL RELIEVE THE CONTRACTOR FROM ANY LIABILITY DUE TO IE6LIC-e CE, INCOMPETENCE, OR ERRORS OF OMI5510N5 OR COMMISSIONS OF THIE CONTRACTOR. 26. THE GENERAL CONTRACTOR AS WELL. AS MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS MUST VERIFY ALL EQUIPMENT REQUIREMENTS WITH THE EQUIPMENT SUPPLIER BEFORE ANY NOW IS DONE. EXISTING BUILDING AND STRUCTURES 1. WHEN A RENOVATION, STRUCTURAL. REPAIR, ALTERATION, OR ADDITION TO AN EXISTING BUILDING OCCURS, COMPLIANCE INCLUDES THE FOLLOWIN6: A. THE AREA OF RENOVATION, 5TRUCTURAL REPAIR, ALTERATION, OR ADDITION MUST FULLY COMPLY. B. A PRIMARY ENTRANCE TO THE BOWING OR FACILITY AND THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION, STRUCTURAL REPAIR, OR ADDITION MUST FULLY COMPLY. C. SANITARY FACILITIES, AND, WHEN PROVIDED, DRINKING FOUNTAINS AND PUBLIC TELEPHONES, SERVING THE AREA OF RENOVATION, STRUCTURAL REPAIR, ALTERATION, OR ADDITION MUST FULLY COMPLY. 2. BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC SANITARY FACILITIES AND / OR ELEVATIONS FOR PUBLIC USE THAT CONFORM TO TITLE 24 SHALL HAVE THIS INFORMATION POSTED IN THE BUILDIN6 LOBBY, PREFERABLY AS PART OF THE BUILDING DIRECTORY. 3. WELDING TO THE BASE BUILDIN6 15 NOT PERMITTED. 5UMMARY OF PORKARESPCINSIBILITEWCOMINATION 1. TH15 PROJECT 514A-L CONFORM TO THE CURRENT EDITIONS OF THE CALIFORNIA BUILDING CODE (CBG) AND OTT( AND COUNTY LAWS AND ORDINANCES. 2. CONSTRUCTION SMALL CONFORM WITH ALL APPLICABLE BUILDING CODES AND ALL OTHER APPLICABLE ORDINANCES, RE67UL.ATOIN5, DRMIN65, AND 6ENERAL NOTES CONTAINED HEREIN. 6.C, 15 RESPONSIBLE FOR READING THE TENANT CRITERIA BOOK PRIOR TO 5E6INNIN6 THE PROJECT. TIE BOOK INCLUDES INFORMATION AND DETAILS CRITICAL TO THE JOB. 3. THE DRAMN65 ARE NOT INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLI51-fMENT WORK. THE INTENTION OF THESE DOCUMENTS 15 ONLY TO SHOW MATERIALS, EQUIPMENT, AND THEIR FIN15HM CONDITION FOR THE PROPER COMPLETION OF THE WORK. MINOR NCDIFICATON5 MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK. 4. THESE CONTRACT DOCUMENTS ARE INTENDED TO BE COMPLEMENTARY. WORK REQUIRED TO BE DONE BY ONE DOCUMENT AND NOT BY OTHER5 SHALL BE DONE AS IF REQUIRED BY ALL. 5. AERE NO SPECIFIC DETAIL 15 SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR 51MILAR TO THAT INDICATED FOR LIKE CASES OF CON5TRUCTOIN OF TH15 PROJECT, 6. IN NO CASE SHALL AORKIN6 DIMEN51ON5 BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON DRAWINGS. 'i. WORK NOT INCL.U1XV IN CONTRACT- ITEMS DE516NATED AS 'FUTURE', OR BY OYVMER' SHALL BE EXCLUDED FROM THIS CONTRACT. ALL OTHER DOCUMENTS AND MATERIALS REQUIRED BY THESE CONTRACT DOCUMENT5 5HALL BE THE RESPONSIBILITY OF THE CONTRACTOR. E3. THE ARC 41TWT SHALL NOT BE RE5PON51BLE FOR JOB 517E CONDITIONS OR COMPLIANCE WITH SAFETY RE65ULATION5 GOVERNING WORK PERFORMED ON THIS PROJECT. ALL CONTRACTORS AND 51WONTRACTOR5 PERFORMIN6 WORK ON, OR RELATED TO THESE PLANS, SHALL CONDUCT THEIR OPERATIONS 50 THAT THE PUBLIC 15 PROTECTED - AND SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.5. DEPARTMENT OF LABOR, AND AITH ANY AND ALL OTHER APPLICABLE STATE AND / OR LOCAL SAFETY RE6ULATIONS. THE CONTRACTOR A6RED5 TO A55UW 50LE AND COMPLETE RESPONSIBILITY FOR JOB 51TE SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF T1415 PROJECT AND THAT THIS REQUIREMENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMS THE OYVaR AND THE ARCHITECT FROM ANY AND ALL LIABILITY, REAL. OR ALLE6M, IN CONNECTION WITH PERFORMANCE OF WORK ON TH15 PROJECT. q. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMEN51ON5 AND CONDITIONS AT THE JOB SITE AND TO CRO55 CHECK DIMENSIONS AND DETAILS 5HOWN ON THE ARCHITECTURAL DRMINC75 W1TH RELATED REOUIREM9ENT5 ON THE MECHANICAL, PLUMBING, ELECTRICAL # STRUCTURAL ROQUIREMENT5 MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES. 10. ALL OMI5510N5 AND I ALL CASES *En A CONFLICT MAY OCCUR, SUCH AS BETWEEN ITEMS COVERED IN THE 6ENERAL NOTES AND NOTES ON THE DRAWIN65, OR BETYM NOTES ON DRAWIN65 AND SPECIFIC, DETAILS, THE ARCHITECT SHALL BE NOTIFIED D BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ARCHITECT WILL INTERPRET THE INTENT OF THE CONTRACT DOCUM0175, AND THE RESULTING ADDITIONAL G05T5 OR CREDITS SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID. IN THE EVENT THAT THIS REQUIREMENT 15 NOT ADHERED TO, ADDITIONAL CHAR6E5 DIRIN6 THE CONSTRUCTION PHASE W1LL NOT BE CON51DERED BY THE OWNER AND THE ARCHITECT. THE SUBCONTRACTOR'S FAILURE MRIN6 THE BID PHASE TO BRING DISCREPANCIES OR UNAVAILABILITY OF PROPRIETARY PRODUCTS TO THE GENERAL. CONTRACTOR'S ATTENTION WILL NOT BE CONSIDERED BY THE OWNER AND THE ARCHITECT AS AN APPROPRIATE REASON FOR ADDITIONAL COMPENSATION. 11. THE CONTRACTOR SHALL BE RD5PON51BLE FOR MEANS, METHODS, TEGHNIQLE5, AND PROCEDURES REQUIRED FOR THE PERFORMANCE OF HIS OR HER SUBCONTRACTORS' WORK 1N, ON, OR ABOUT THE JOB SITE. 12. UNLE55 SPECIFICALLY 51-101MI N OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE OUT, NOTCHED, BORED, OR OTHM15E HEAKENED WITHOUT THE PMM1551ON OF THE ARCHITECT AND MALL MANA6EMENT. 15. PRIOR TO THE FINAL PAYMENT, THE CONTRACTOR SHALL DELIVER TO THE OIN ER ALL 6UARANTDD5, WARRANTIES, MAINTENANCE MANUALS, PARTS LISTS, OPERATING INSTRUCTIONS, AIR BALANCE REPORTS, AS BUILT DRAWINGS AND COMPLETION OF ALL ITEMS ON THE FINAL FLINCH L15T AND 516N1ED BY TENANT. 14. UNLESS SPECIFIED OR INDICATED ON DRAWINGS, THE CONTRACTOR 514ALL APPLY, INSTALL, CONNECT, ERECT, USE, CLEAN, AND CONDITION MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S CURRENT PRINTED RECOMMENDATIONS. CONTRACTOR SHALL AL50 BE RESPONSIBLE FOR THE 5UCCESSWL COORDINATION AND INSTALLATION OF OWMEIZ'5 EQUIPML-NT AND FIRE W9*RD5510N SYSTEM. VERIFY 51ZE5 OF THE EQUIPMENT BY THE ONER PRIOR TO THE START OF CONSTRUCTION. IT 15 THE GENERAL CONTRACTOR'S RESPONSIBILITY TO CHECK THE DIMEN51ON5 IN THE FIELD. PROVIDE ALL NECE55ARY BLOCKING, BACKING, FRAMIN6, HAN&ER5 OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY FURNISHINGS AND ALL OTHER ITEMS REQUIRING THE SAME. 15. NUMBER OF SPECIFIED ITEMS REQUIRED: WHENEVER IN THESE GENERAL NOTES AN ARTICLE, DEVICE OR PIECE OF EQUIPMENT 15 REFERENCED TO IN THE 51WLAR NUMBER, SUCH R82RENCE5 APPLY TO A5 MANY SUCH ARTICLES AS ARE SHOWN IN THE DRAAIN65 OR REQUIRED TO COMPLETE THE INSTALLATION. 16. CLEAN UP UPON COMPLETION: REMOVE ALL SURPLUS MATERIAL, EQUIPMENT AND DEBRIS INCIDENTAL TO TH15 WORK, AND LEAVE THE PREMISES IN A 'VACUUM' CONDITION. I"T. GUARANTEE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE TO OTHER WORK REWLTIi& THEREFROM, WITHOUT COSTS TO THE OWNER WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. EXE&TION CERTAIN TRADES AND / OR MATERIALS REQUIRE A GUARANTEE IN EXCESS OF THE ABOVE. SEE; THE REMAINDER OF THESE GENERAL NOTES / SPECIFICATIONS FOR EXCEPTIONS. 15. IF ANY CONTRACTOR CLAIMS THAT ANY INSTRUCTIONS FROM THE ARCHITECT OR OWNER INVOLVES EXTRA C05T UNDER TH15 CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO THE ARCHITECT AND OINNER THEREOF WITHIN A REASONABLE TIME AFTER THE RECEIPT OF SUCH INSTRUCTIONS, NOT LATER THAN 5 DAYS THEREFROM, AND, IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK, EXCEPT IN EMERGENCY ENDANGERING LIFE OR PROPERTY, AND THE PROCEDURE SHALL THEN BE AS PROVIDED FOR CHA*E5 IN THE WORK. NO SUCH CLAIM SHALL BE VALID UNE--55 50 MADE. Iq. THE OWNER 514ALL CONTRACT WITH 'MASTER PROTECTION / FIRE PROTECTION SYSTEM' FOR THE 1AN5UL' FIRE 5UH'PRE5510N SYSTEM. 20.. TENANT MUST MAKE A SEPARATE APPLICATTON AND PAY A PLAN CHECK FEE FOR ANY AND ALL STORE 516N5 TO THE BUILDING AND SAFETY DEPARTMENT. 21. NO HAZARDOUS WASTE TO BE STORED ON T1415 SITE. e PR©JECT MANAGEMENT 2036 NORTH BRCIADWAY SANTA ANA, CALIFORNIA �2706 TE L 714.560.9210 FAX 714.560.9212 PROJECT CONSULTANT PROJECT 4 t t � f rs • # i i ISSUE DATES STAMP AND SIGNATURE 15�p A)Rt 4 Tk Tk *� N007450 2• �'j, R81'i'F30-05 Q, F OF CAV,"'eO SHEET TITLE DRAWING I.D. Project . 00�1:�.��♦.. Plot Date: 06-20-05 THE ABOVE DRAWINGS, SPECIFICATIONS. IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RETRAIN THE PROPERTY OF THE ARCHITECT. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED, OR USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPE14SA71ON TO THE ARCHITECT. VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, SHEET NO, UN 1 %.►t L— SEE FLOOR PLAN, SHEET A2.0 I PARKING TABULATION TOTAL PARKING 5PACES PROVIDED: I 1 DISABLED AC4E5515LE SPACE$ PROVIDED: 165 5PACE5 6 5PACM IVAN ACCESSIBLE 5PACE5 PROVIDED: 2 SPACE5 1 BIRCH STREET SITE PLAN SCALE: Iu o .'V„Q:: PRC)JECT MANAGEMENT 2036 NORTH BROADWAY SANTA ANA, CALIFORNIA �2706 TEL 714.560.9210 FAX 714.560.9212 PROJECT CONSULTANT PROJECT 2: �N CIS L U� 0 0 c vi 4 U.. C ,I,,, N ton ISSUE DATES STAMP AND SIGNATURE ? to ARCy� w WORN � RMII.3005 Off. 4F CA10f SHEET TITLE SITE PLAN DRAWING I.D. Project No: Plot Date: 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, DISCLOSED, DISTRIBUTED. SOLO, 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. SHEET NO, Duo Q Portion Reim No. 9 par P.T.R. cn , o? ca tv O ado, 40 �c Cr a cs cY O�cn M. r- lot SO , 1a.24• <o tj CO cue wrn `` Walk End Curb Gutter & Wotk 978.1 'M, & Dd. i Fence . ! 1. utter � w Conc. & Dirt t� w Watervai 948f 19 M. .� COW area 0 Gonc.• � �. U rn . , .y4 . Monittsring Well, I etol Roa#t _ .. .. R .. _.. �. _ ... .. _ 3�r" �' 0.6 gym Sub Static)n Gate p • .,. _J -� Hax Drain _ Storage f' = Chain .ink Pence . /u eo wr.r .r.. srr .s. •ww .r.. Vr.. .ro ..... f • a.r ... v..r a.•n ..+.w r t Y / v,+e f. t ! ♦ +w/+r► i tD ti it u h x1U 5` Railsng� _8 Coin- i•,l'y�T1Ger— Gutter ' x Link' ence #i a !! ! Spur Track t! !t o Concrete Gate _.�-� Pfdnfed Ated ` 46tC.L. 0.28' 8.fl3 ►t �, tt t a Conc. Pavement ' _ > Fence, Water Meter i 1,04' � ,•Water Line $ Water Line & Post Indicator Valve 8"Water trine & Post Indicator Valve , e� ca 'i X I..y-� � 3 1/2, Gaord Post & Post Indicator Valve ` ' Y h Street 2520 So. Birch Streetf • - , r 6 - A 'I"Ul"XING PLANT A BEL �' I� SERVICE .,.,:........ .. " . �. „ter . • FT. 4Q,Q S. FCC.------�-� y •�,, `..." 6' kftah Chain link Pence : " C � t:w �--.Dock e YAY J , i LA i4 r , Q r , y - - A 1. � Nx }`i ':; ,, "., I�f\ \\ �\ \ \ \1 \\ �,`' \.il y •� \ �, "� t \� t;\ 5'1 \ \ \\\ ' \\ `\`Z \\\ �1\` \. 'l' V \ Y \\t ` Fir$\ , . y ' a may, 10 y E1 i „t , a ., r _......__.......... Z r Chain �'srik"" Feriae 6' ii h Conc Block Wa#I With N _ 1.'s nigh Alain " k Fence 'atop . ..:. .„...... • . • fm+• ♦ • ., Yr •. rt tYih► • • a•r• • • ae•.. w•► . • • «.Ir �M ••Y► • • r •A •' • ••M► • • •. � • • • • , d•ql ♦ 'iea•1 s • rw. 'j}`'' 111 a"kei �' Sewer M.H. +..olw.r•••.e•.. "e'^'cr V '�j wsr •«t•o•d•^+L•IM.• S :. .. ..r.,^�..+,p{..i, 1 Q VICINITY MAP: 30' 15, 4' 15' 30' 60' Fire Lane Symbol please note: The location of the under -ground fire water line with all. associated devices; such as valves, fire department connection, sprinkler' IRCH STREET GRAPHIC SCALE _ SCALE:�- col \. :4'" risers, monitors, the street connections can be found in the Alta Survey sheet, which has been submitted. , " , END CORRIDOR • 112' MAX IIX MAX 15" MIN. AT INTERIOR 24" MIN. AT EXTERIOR Push 50E i REQ'D. IF DOOR HAS BOTH LATCH AND OL05M FAR LEAF_ FLOOR SPACE Z 17 FRONT APPROACH 0 ---CLEAR LEVEL FLOOR SPACE EU,13�-�'p MIN. . Z- 11 O Push 5117E L-----�_ 54" MIN 1-TINGE SIDE APPROACH 48" IF DOOR HAS BOTH LATCH Ill CLOSER --CLEAR LEVEL FLOOR SPACE I � � Push SIDE 24" MIN. I I L_____J LATCH SIDE APPROACH 483" IF DOOR HAS BOTH LATCH Ill OL05M ACCESSIBILITY "'♦ i A!i ! + • i !' • r !• + i O• + it + !��' + i i 4r' it !• `'•' +"•!•t + •rw riR • x + 1 i• � '+ '•Ti i i is • a ♦ `! !� ! 4 + • �• + + "•! • • r r !'. + IF r am ,i • .•. riot + • I • + + • «' •• •r + itw '•t + •':« ' • i it + + ' :i • i a + :' + ! : ♦ +.tit r + : it + ! Tii! A ♦ ' i• ! • ', 4•'r A r � + ! • ! r +'■ a - A' + :' ! + a ♦ + i • • !' ' ic• ! as !• "� it! • + !' tit + + i : •�: i• ri ♦ + + T.• !' :` 'i ♦ Will Iff- AV a r r- + + r r + + + + • • i ! • + r :". of : ♦ • !' + " + • '- `' ♦ • tit • `iif * + • + ', ! i • • + '.' +' + '' ♦ i' : + + ' • / C'' +n + ! + : • Tit ! "" !!' it + i : • +t r ! + � •+ !' !* '+ + i•!• + ^ !!• ♦• a ! + • !• + ! w' + it • ! ! trw + �• y : » i i ♦ ! r • + r ♦ • • ir"'i tor` + • + + .'i ! a / + � r + • ►'` i t• + + it • r A • ' + • • + iw ♦ + "+ ! •+ w •"••+ i+! + w is i -''t ,:' i• +►• + STARWAYS 1. STA112WAYS SHALL HAVE WAND12AILS ON EACH SIDE EVERY STAIRWAY REQUIRED TO BE MORE THAN 88! IN WIDTH SHALL EIE PROVIDED WITH NOT LESS THAN ONE INTERME[NATE H"RAIL •' EA04• •INCHES OF ♦ • ••!WIDTH, INTERMEDIATE+ i • A + • +ter APPROXIMATELY E• + ENT112E WIDTHOF + • A PER APPROAC14 AND THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE MARKED BY A SWIPEOF CLEARLY t •+ • •• AT i AND RACED PARALI.EL TO, AND NOT M012E THAN I INCH FROM THE NOSE OF THE STEP 012 LANDING TO ALERT THE VISUALLY IMPAIRED. STRIPE + OF + MATERIAL TWATAT A AS e + AS THE TREADS ! OF + r 3, WHERE STAIRS OCCUR OUTSIDE OF A BUILDING, THE LIPPER APPIZOAC14 AND ALL TREADS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 7 WIDE AND PLACED PARALLEL TO, AND NOT M012E T14AN I INC14 FROM T14E NOSE OF THE STEP OF LANDING TO ALERT T14E VISUALLY IMPAIRED. THE STRIP 94ALL BE OF A MATERIAL T14AT IS AT LEAST AS SLIP -RESISTANT AS THE TREADSOF a • A PAINTED • • SHALL BE + tii` + t■ SECTION 4.4. ALL a • TREAD• SURFACES ♦LL BE SLIP-RESISTA 5. AREAS :•TICAL CLEARANCE OF + :• MUST HAVE + BAPPIE12 TO WA12N 13LIND OR VISUALLY IMPAIRED PMSONS. CBC SECTION • '! •' # + r • + + : • • • + • + "� + .� :� it + + in• + ' +' • • + i • A A NINO ! • • r + + lira + R`i<i n 'i + • + A (! + <i VA + + !try ••# ..•• + ♦ + a + +� • t ArA • —•! + r it + ♦ + it A + .. � + I! t'! + r • . ! t y I! + it + • •. !. • C * + w. i.• i • SAW • + ''i • + tit • • • + :` •'' To• +'' • + i + i + ! r • r �, •+ ■ •• • r • w• it ! + + + !• ! + • #• art +•■*#+ t t .• •At A Ai ♦ !• • • + * y ■ wr • � r ' � �• + A r a • ! ■ �, ♦ C• + li + ' tw' A t t!! i>! • i • a �. + :"♦ fir !•!' # Mi' + iii' ! ! +:+ :r ! • '+• i5 * + t �•i A it .* •: #: + + Cc• # i " + r iii A :' # } Wn C*+: :+* + •' + 5r • i � f + ! :+ # - + ! +:' Tor �►•+� tea• A r + « + 1 . # `'! � 'i • of : + r ' • Tii A I A tw • + A ' + t Hit + + ! »''* + : A •'• !,r } :'• • i i iw • + « :, a • �i A a • Am 4 • : PR<DJECT MANAUEMENT 2036 NC?RTH BR(DADWAY SANTA ANA, CALIFORNIA §2706 TE L 714.560.9210 FAX 714.560.9212 PROJECT CONSULTANT PROJECT 4 i w i 4 , 0 1 ISSUE DATES STAMP AND SIGNATURE lSoo ARC, �4t F ti CAV-l�Q SHEET TITLE ACCESSIBILITY DRAWING I.D. Plot ! • b •i 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, 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. SHEET NO. PROJECT MANAGEMENT 2036 NORTH BRC:)ADWAY SANTAANA, CALIFORNIA �2706 TEL 714.560.9210 FAX 714-560-9212 PROJECT CONSULTANT PROJECT rW 0CG 0 I.L. N O ISSUE DATES STAMP AND SIGNATURE ke �tt> Ait T SHEET TITLE DRAWING I.D. Project No: Plot Date: 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, 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. SHEET NO. UNAUTHORQED VEHICLES PARKED IN DESIGNATED f ACCESSIBLE SPACES t( DISPLAYING DISTINWISHI iG PLACARDS CR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAYBE TOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLES MAYBE RECLAIMED BY TELEPHONING THE SANTA ANA POLICE DEPARTMENT AT (714)245MM ACGES5151L(TY 0 SIGN, SEE Cr=T. A2.1 LCONC.' \\ WHEEL STOP �J V-0" MIN. AT TYP. AGCES5151.E PARKIN6 STALL V-0" MIN. AT VAN ACCESSIBLE PARKIN6 STALL LETTERING ON SIGN MUST $E A MINIMUM OF I" IN HE16HT 2 C d LEI RIC PARKING SIGN MINIRH DIMEN51OWo 1211H157. MIN. LETTERS 41['-011 MIN. 1/2" RADIUS REFLEGTORIZED 516N CONSTRUCTED OF PORCELAIN 5TEEEL WITH BEADED TEXT, AREA OF 516N TO $E A MIN. OF '70 SO. IN. WHITE GRAPHICS ut F�.'a Pkki7' i 'A Cat imul, 8k.Aw spew 0" 111 5�ce Fla.v-^ or I, of tea;e r �µ:, 441P�AE& s? l#'h9UP IN Tw' II+lIPF '7Pd4ACArrtLs ; &�TdX""..;�C iwkril*4 Www a � T+ Billcar r�AAw � � mc77 AMA t.��x BUILT --UP CURB ,A W CURS -GUT 1RIhMPS H.G. DETAILS MINIMUM D1MEN5I0W5 1:12 SLOPE MAXIMUM RISE OF 50" 5F—CiT 1 ON FLAN i155B.5.2.2: PRIMARY ENTRANCE AND SPECIAL OCCUPANCY. PEDESTRIAN RAMPS 5ERVIN6 PRIMARY ENTRANCES TO BUILDIN65 HAVING AN OCCUPANT LOAD OF 500 OR MORE SHALL HAVE A MINIMUM CLEAR WIDTH OF 60 INCHES. ALL OTHER PEDESTRIAN RAMPS SHALL HAVE A MINIMUM WITH OF 48 INCHES. II355.5.3 SLOPE. THE MAXIMUM SLOPE OF RAMP THAT SERVES ANY EXIT WAY PROVIDES ACCESS FOR PERSONS WITH PHYSICAL DISA51LITIE5 OR 15 IN THE PATH OF TRAVEL SHALL BE I FOOT R15E IN 1/2 FEET OF HORIZONTAL RUN (Pa.5% 6RADIEENT). I133B.5.4.Q HAZARDS. REQUIRED RAMPS SHALL HAVE A CURB ATLEAST 2 INCHES H16H, OR A WHEEL GUIDE RAIL 2 TO 4 INCHES HIGH ON EACH SIDE: OF THE RAMP LANDING THAT HAS A VERTICAL DROP EXCEEDING 4 INCHES AND THAT 15 NOT BOUNDED BY A WALL OR FENCE. i 13385.6.2 A YVHEEL GUIDE RAIL SHALL SE PROVIDED, CENTERED 5 1 NCHES PLUS OR M I NUS I I NCH ABOVE THE SURFACE OF THE RAMP. 11555.5.5.1 FOR DSA AC HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE ACCESS IF SLOPE EXCEEDS ( FOOT RISE IN 20 FEET OF HORIZONTAL RUN (5% 6RADIENT), EXCEPT THAT AT EXTERIOR DOOR SIDE OF EACH RAMP, SHALL BE CONTINOUS LANDIN65, HANDRAILS ARE NOT REQUIRED ON THE FULL LENGTH OF THE RAMP, SHALL BE 54 RAMPS LESS THAN 6 INCHES RISE OR '72 IN. TO 5S INCHES ABOVE THE RAMP SURFACE, SHALL IN LEN6HT. HANDRAILS SHALL BE PLACED ON EXTEND A MINUMUM OF I FOOT BEYOND THE TOP AND THE BOTTOM OF THE RAMP AND THE END5 SHALL BE RETURNED. HANDRAILS PROJECTIN6 FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A REGE55 IF THE RECESS 15 A MAXIMUM 3 INCHES DEEP EXTENDS AT LEAST 15 INCHES ABOVE THE TOP OF THE RAIL. THE 6RiP PORTION SHALL NOT BE LESS THAN 1 1/4 INCHES NOR MORE THAN 1 1/2 INCHES, OR THE SHAPE SHALL BE PROVIDED AN EQUIVALENT GRIPPING SURFACE AND ALL SURFACES SHALL $E SMOOTH WITH NO SHARP CORNERS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTIN65. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGE SHALL HAVE A MINIMUM RADIUS OF US INCH. A r # -0" HIGH WHEEL 6UIDE RAMP SECTION 0 I PRC?JECT MANAGEMENT 2036 N(DRTH BRC>ADWAY SANTA ANA, CALIFORNIA §2706 TEL 714.560.9210 FAX 714-560.9212 PROJECT CONSULTANT PROJECT 4 # 40 •s a� ISSUE DATES STAMP AND SIGNATURE c1S ED aR Cti� 4 A� OF CA4>1 fQ4 SHEET TITLE r DRAWING I.D. Project No: Plot Date: THE ABOVE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHTECT. NO PART THEREOF 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 MATH THE ABOVE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SHEET NO. ADJUSTS VERTICALLY AND HORIZONTALLY ELECTRICAL 4 PLUMBING PER EN61NEERIN(S, VY465. =-SEE DETAIL TP-10 FOR CURB NOMINAL CONSTRUCTION FLASHING SET BOLTS IN SEALANT NOTES- Hr=IC-+rr 1. NRCA 5U66C-ST5 PIPES AND CONDUITS NOT 5E PLACED ON ROOF5. HOWEVER, Y4HMP,E THEY ARE NECESSARY, A PIPE FtOLLER SUPPORT 15 RECOMMENDED. 2. THIS DETAIL 15 VE51&NED TO ELIMINATE ROOF DAMAGE DUE TO EXPANSION AND CONTRACTION OF PIPES. 5. SLIP SHEET MAY DE REOUIREIP 5ELOA MEMBRANE AHEN OVERLAYING SOME INSULATIONS OR SUBSTRATES. -B PIPE SUPPORT `--5TfWCTUKAL PPLAt-e SEE 5VA41.2 Ei SEALANT ---OPTIOXAL- CPAk*eANZ> -5r =ALANT (IF REOUIfPIW 5Y --T m SPECIFIC 5YSTEM) 'Ik �X N -THERMOPLASTIC ROOF MEMBRANE NX;0717 Ak- *Q, w -ZA-,—THERMAL INSULATION t 114 OZ--Roor- DECK W 6, FILL GAPS WITH INSULATION 50ARD TO PROVIDE EVEN SUBSTRATE A 111 A -'PLA1TF01 KfASUP-P0RT FLASHING M CUSTOMER PARKING t (D -7 29 4 FW1 '20 �'SOON 5 ERIC EPATION Z4 Rd] STRUICTURAL PAINT TO -EdVIPI�ENT -t!�H IOR MAI L + Z- CuarOMER AL --- PA KIN6 Vi YAA 'N� A23 C "u5T01 -Im :23'-0" RARK1146 FZ A::zg: CV 0 PROPERTY LINE I n. -1af-011 lu 9 CUSTOMER PARKING m Ice " I �' 174-, R]OOF PLAN =20'--O" north PR<DJECT MANAGEMENT 2036 NC:)PTH BP,<DADWAY SANTAANA, CALIFORNIA �2706 TEL 714,560.9210 FAX 714.560.9212 PROJECT CONSULTANT (3) Q 4J 0) C) 4-J .c 2U 0 tv C) C itc LL 0 10 c IN to ISSUE DATES STAMP AND SIGNATURE SHEET TITLE A DRAWING I.D. Proiect No: Plot Date: 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, 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 SHEET NO. P1107103501 -01- OP STREET —LINE OF 516HT EX15TIN6 6'H6. FENCE PARKING LOT A.C. PAVING B BUILDING SECTI-ON A EAST ELEVATION I &I 6EIRZATION EQUIPMENT METAL SCREEN, 5EE 57RUCMPAL PAINTED TO MATCH E31JILVIN6 EXTERIOR ILVIN& FIN15HEV FLOOP, PROJECT MANAGEMENT 2036 NORTH BRC:)ADWAY SANTAANA, CALIFORNIA �2706 TEL 714.560.9210 FAX 714-560.9212 PROJECT CONSULTANT I PROJECT ISSUE DATES STAMP AND SIGNATURE oo AR RINV3045 SHEET TITLE UZI DRAWING I.D. Project No: Plot Date: THE ABOVE DRAVANGS, SPECIFICATIONS, IDEAS. DESIGNS, AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. NO PART II-IEREOF SHALL BE REPRODUCED, COPIED. ADAPTED, DISCLOSED, DISTRIBUTED. SOLD. PUBLISHED, OR USED IMTHOUT 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. SHEET NO. m WOOD 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, VISUALLY GRADED OR MACHINE GRADED UNDER THE STANDARD GRADING RULES, NO. 17 OF THE WEST COAST LUMBER INSPECTION BUREAU. ALL FRAMING MEMBERS SHALL BE AS FOLLOWS: THICKNESS GRADE 3" NOM. AND SMALLER GRADE NO. 2 4 x OR LARGER BEAMS GRADE NO. 1 UNO 4 x 4 AND 3 x 6 POSTS GRADE NO. 2 UNO STUDS (2x4 AND 2x6) STUD GRADE 2. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE DOUGLAS FIR STANDARD GRADE STRUCTURAL I WITH EXTERIOR GLUE CONFORMING TO THE LATEST EDITION OF PS 1. ALL PANELS SHALL BEAR LEGIBLE DFPA STAMPS. 3. ALL SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING AND SHALL BE APPROVED BY THE BUILDING INSPECTOR BEFORE COVERING. 4. ALL NAILINGS SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND REGULATIONS. 5. UNLESS OTHERWISE NOTED, ALL WOOD SILL PLATE UNDER BEARING, EXTERIOR OR SHEAR WALLS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BOLTED TO CONCRETE OR MASONRY WITH 5/8" 0 ANCHOR BOLTS W/ 7" MIN CONCRETE/MASONRY EMBED AT 6'-0" OC BEGINNING AT 9" OC MAX FROM EACH END OF THE PLATES. "RAMSET" 7/32"0 POWDER DRIVEN PINS AT 2'-0" OC MAY BE SUBSTITUTED FOR ANCHOR BOLTS AT INTERIOR NON -SHEAR WALLS ONLY. 6. ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH METAL WASHERS. 7. ALL NAILS FOR CONNECTING WOOD MEMBERS SHALL BE COMMON NAILS. MINIMUM NAILING REQUIREMENTS OUTLINED IN TABLE 23-11-B-1 SHALL BE FOLLOWED UNLESS OTHERWISE NOTED. 8. RETIGHTEN BOLTS BEFORE CLOSING -IN. 9. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE ARCHITECT OR STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAILHEADS PENETRATE THE OUTER PLY MORE THEN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. 10. ALL WOOD HARDWARE CONNECTORS SHALL BE SIMPSON STRONG -TIE OR APPROVED EQUAL. SPECIAL INSPECTIONS THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL HAVE CONTINUOUS AND/OR PERIODIC INSPECTION IN A ACCORDANCE WITH SECTION 1701 OF THE CODE AND ANY ADDITIONAL REQUIREMENTS STATED IN THE DRAWINGS OR SPECIFICATIONS . THE INSPECTIONS SHALL BE PERFORMED BY A BUILDING INSP CC D BY THE CITY OF SANTA ANA. 1. STRUCTURAL WELDING 2. HIGH -STRENGTH BOLTING CONCRETE 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ! i 2. REINFORCED CONCRETE IS DESIGNED BY THE "ULTIMATE STRENGTH DESIGN METHOD". 3. CONCRETE MIXES SHALL BE DESIGNED BY THE APPROVED TESTING LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. THE COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE PROPORTIONED BASED ON SECTION 1905 OF THE CODE. 4. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES: LOCATION IN STRUCTURE STRENGTH DENSITY SLUMP (PSI) (PCF) (INS) ALL CONCRETE FOOTINGS 2500 150 4 ALL CONCRETE WALLS, TIE BEAMS SLAB ON GRADE, PILES, PILE CAPS 2500 150 4 NON-STRUCTURAL CONCRETE. 2500 150 4 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE 11. 6. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C-33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 7. AGGREGATE FOR LIGHT WEIGHT (11OPCF) CONCRETE SHALL BE EXPANDED SHALE CONFORMING TO ASTM A330 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 8. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C-94. 9. PLACEMENT OF CONCRETE SHALL CONFORM TO CODE SECTION 1905 AND PROJECT SPECIFICATIONS. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED. 10. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. STRUCTURAL STEEL 6-millollolvilmuslin GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: 1997 UBC & 2001 (CB C) CALIFORNIA AMENDMENTS AND LATEST REVISIONS REFERRED TO HERE AS "THE CODE", AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN 6. APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS (LATEST EDITION), AND WITH CHAPTER 22 OF THE CODE. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO): WF SHAPES, W14 & LARGER A572, GRADE 50 WF SHAPES W12 AND SMALLER, PLATES U.N.O., CONNECTION PLATES, AND MISC. A-36 7. PIPE COLUMNS A-53, GRADE B TUBE SECTIONS A-500, GRADE B BOLTS A-325 BOLTS IN CONCRETE/MASONRY A-307 ANGLES, CHANNELS, WT SHAPES A-36 8. 3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS TO THE ARCHITECT OF ALL STEEL FOR ARCHITECTS AND STRUCTURAL ENGINEERS REVIEW AND APPROVAL BEFORE FABRICATION. 4. BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED. 5. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, OR MASONRY, SPRAY ON FIREPROOFING, OR ARE ENCASED BY BUILDING FINISH, 9 SHALL BE LEFT UNPAINTED. 6. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). ALL WELDS SHALL BE IN CONFORMITY WITH THE PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDING 10. CONSTRUCTION (AWS D1.1 LATEST REVISION) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL INSPECTIONS SECTION FOR WELDING INSPECTION REQUIREMENTS. USE OF E70T-4 WIRE IS NOT PERMITTED. 11. 7. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED IN AISC MANUAL OF STEEL CONSTRUCTION 9TH EDITION, SECTION J2.2b 8. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE HOT 12. DIP GALVANIZED AFTER FABRICATION UNO. on SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON -BEARING PARTITIONS. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. FLOOR AND ROOF FINISHES. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW. PIPES LARGER THAN 1-1/2- DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECKING. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 2,10F 20 PSF REDUCED 14. WIND ANALYSIS PER CHAPTER 16 DIVISION III OF THE CODE EPDXY REMOVED FROM PROJECT Iw= 1.0 (STANDARD STRUCTURE) qs= 12.6 PSF (70 MPH) EXPOSURE= C 15. SEISMIC ANALYSIS PER CHAPTER 16 DIVISION IV OF THE CODE UTILIZING THE STATIC FORCE PROCEDURE. Z = 0.4 (ZONE 4) 1 = 1.0 (STANDARD STRUCTURE) f = 1.0 Na= 1.0 Ny = 1.0 R= 5.5 CV = .64 Ca= .44------------- no= 2.8 SHEET INDEX SO GENERAL NOTES S1 PARTIAL ROOF FRAMING P AILS S2 NOT USED ,., Z W/ 1/2.0 ROD Cat 24" OC SHEATHING I NOTE PLAN PLATE W/ (2) 3/4-0 A325 BOLTS STEEL BEAM TO BEAM CONNECTION i MECH UNIT �* "10 il:44w:iMTFoTT M� 1 1/2"=1=_c" j 7 1 EDGE BEAM DETAIL FACTORY CURB r ~ 1 PER MECHANICAL i i DRAWINGS SIMPSON SDS 1/4"x3" LAGS 0 12" OC ALL SIDES OF CURB �---- ROOF SHEATHING • '—"MECHANICAL '1 EQUIP ANCHORAGE al C TS4x4x 1/4' Al (N) 1/4" STI' TAPERED i , • MECHANICAL PLATFORM 1Or SUPPORT si■ • i SCREEN w WALL n►1 NAILER W/ 1/2"o READED ROD 0 24" OC YWOOD SHEATHING :R PLAN NOTE r DE FLANGE PER PLAN W/ WEB FILLERS EA SIDE n►1 NAILER W/ 1/2"o READED ROD 0 24" OC YWOOD SHEATHING :R PLAN NOTE ! 'LATE W/ 25 BOLTS &THING A 0 I 0 Ln PLAN NOTES 1. FOR GENERAL NOTES SEE SHEET SO.1 2. MECHANICAL PLATFORM SHEATHING SHALL BE: 5/8" CDX PLYWOOD W/ T&G EDGES 8d 6,6,12 SPAN RATING = 32/16. 3. VERIFY ELEVATIONS, DIMENSIONS, MECHANICAL EQUIPMENT SIZE AND LOCATION AND ADDITIONAL REQUIREMENTS WITH ARCHITECTURAL DRAWINGS AND MECHANICAL EQUIPMENT SPECIFICATIONS. I 40'-0" TYP 40'-0" TYP 1 in a- (E) 2x 0 _24" ac TYP ui ui ui w -- w II I (E) TAPERED STEEL I _ f GIRDER, TYP I ( �(N)sFREEZER-BELOW_-- I j _______________I - i r- I i i I ( -------- (iI i i i 10'--0" 10'-0" i TS4x4x 1/4" i 10 r IW12x22 TYP 0 4 LOCATIONS 4 Q i - - - - - - UNIT=500# i i- i 2x8 O 16, OC 2x8 16" i CV 4 i cV CV X i i t i (o � �' i UNIT=400# x 3 t t i i i i i i i LOCATIONS i t t # i i W'12x �- ` i �- ------ _— —- ---- _ — - — _----�� - - _ �_`--- _—___--_-- _ - - - - x _ - - 0 t 00 TS4x41/4" VERCO ROOF DECK 11/2" HSB-36 22 GAUGE OR EQUAL -.1450 SHOT PiNS CAD 12' OC TS4x41/4" 1/8=1"'_c" I 1 TYP 2A W12x22 48 4x8____ r- - ------------- - - -- -� i i MTL DECK SCREEN X) i X i x WALL TYPICAL ALL i UNIT 500# i 4 SIDES 2x8 0 16OC 2x8 0 16" OC k 4x8 i- — ——— — — — — —— 4x8------i j 3 4x8 TS4x4x �/4" ABV NEW PLATFORM -4x$ _ - - 4x8 FOR NEW SCREEN i i i i i i (4) LOCATION i i i i i i i UNn =400# i ► UN 400# ► UNIT=400# i PiN i SCRREE NG EN WALL i i i i i i FOR ACCESS i f i i i i i -- ----# t--- '7J L- - -- - -_J _W1 x2� _.. _....,._. r r - 6 lwi �®� / 4 r l � ■ ■ 1 r 1 1/4"=19_0.1 2