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HomeMy WebLinkAbout10145612.pdf6H 161UN GENERAL NOTES GRAPHIC SYMBOLS PROJECT DATA PROJECT TEAM SHEETI E /4\ 1, All construction shall comply in all respects with the City of SANTA ANA GENERAL Planning, Zoning, and Building Regulations, 2001 California Building . Code, and all PROJECT ADDRESS: DEVELOPER/TENANT: - - NORTHGATE MARKETS CS COVER SHEET, GENERAL NOTES other applicable codes, regulations and governing authorities including RDA, NOTE REFERENCE R199ERIUCE NUMBER SURFACE CEILING MOUNT NORTHGATE MARKET15 SHEET INDEX, VICINITY MAP, PROJECT DATA California Title 24, Energy Conservation and Handicap Accessibility. ccessibility. 0 1010 S. MAIN ST. 522 EAST VERMONT AVENUE 2. The Contractor shall notify the Architect, Keller & Barre`- Associates, DETAIL NUMBER ANAHEIM, CA 92805 CS2 HEALTH DEPARTMENT NOTES otherwise hereinafter known as KBA and hence where KBA is used "Architect" is DETAIL REFERENCE WALL MOUNTED LIGHT SANTA RNA, CA 92701-5724 SHEET NUMBER K> 714-778-3784 CIVIL implied, Immediately of any suspected or real errors, omissions or discrepancies in SECTION LETTER 714-542-3322 CONTACT: CARL and/or actual field conditions. BUILDING SECTION 3. It is the intent of the construction documents that a complete, first class job be REFERENCE SHEET NUMBER HANGING LIGHT C11 SURVEY performed, ready for occupancy. The Owner reserves the right to occupy the space DOOR REFRENCE DOOR NUMBER 0 RECESSED CAN LIGHT SUPER 'A' FOODS, INC. ARCHITECT: ARCHITECTURAL or a portion thereof without implying final acceptance thereof. Contractor to include Keller & Barre' Associates 0 all costs, materials and labor necessary to render the job complete, operational and WINDOW REFERENCEHO WINDOW LETTER 17891 SKYPARK CIRCLE D-1 DEMOLITION PLAN habitable, including all backing, blocking furring, connections, stripping, and A INTERIOR WALL LETTERS" SQUARE• SUITE A miscellaneous work. OCEY TO ELEVATION OR SP1.1 SITE PLAN 0 INTERIOR ELEVATION ROOM FINISH SCHEDULE) 4. The Contractor shall be held responsible to furnish all work as specified, except as REFERENCE D A-9 B SHEET NUMBER STRIP FLUORESCENT IRVINE, CA. 92614 SP1.2 SITE DETAILS 9 modified by Addenda, Field Clarification or Change Order. Substitutions may be allowed C REVISION NUMBER 949.752.9222. only by written approval from KBA after submittal of specifications, samples and date REVISION REFERENCE A KWTION BOX 949.752.0033 FAX AO.1 CODE ANALYSIS, EGRESS PLAN & FIRE DEPT. NOTES by the Contractor for the requested item to be substituted. Where the Contractor is DETAIL NUMBER CODE AND SITE DATA mark@kbaarch.com A11.0 NEW FLOOR PLAN & ENLARGED FLOOR PLANS allowed to substitute ,the equal" work or materials, the Contractor shall bear the WALL SECTION EXHAUST FAN CONTACT: MARK KELLER, AIA 9 liability of proving and/or testing, etc., to KBA's satisfaction that the proposed REFERENCE SHEET NUMBER BUILDING CODE: (WITH LOCAL AMENDMENTS) change is equal or better than that originally required. KBA shall be the sole judge SHEAR PAWL A OR WALL NUMBER HEAT AND LIGHT 2001 CALIFORNIA BUILDING CODE A2.0 NEW REFLECTED CEILING PLAN & ENLARGED RCP 0 of quality. NUMBER OF SIDES 2001 CALIFORNIA ELECTRICAL CODE STRUCTURAL ENGINEER: A2.1 CEILING DETAILS 0 5. The Contractor shall be responsible for verifications, coordination and scheduling CEILING HEIGHT FAN AND LIGHT OR BARRY LEVIN ASSOCIATES with other trades and their work to ensure compliance with the drawings, DROP CEILING 0AS NOTED HEAT, LIGHT AMD FAN 2001 CALIFORNIA PLUMB ING CODE A4.0 BUILDING SECTIONS AND INTERIOR ELEVATIONS 0 specifications, applicable codes and completeness. He shall also verify sizes and 2001 CALIFORNIA MECHANICAL CODE 3822 CAMPUS DRIVE A4.1 NEW WALL DETAILS 0 FLOO location of all openings for mechanical, electrical and plumbing equipment. ROOF RPMNG SIZE, SPACING NEWPORT BEACH. CA 92660 A4.2 BAKERY DETAILS 6. Contractor shall review all shop drawings prior to submittal to KBA. Shop drawings RFFRPAING AND DIRECTION A TELEPHONE JACK 2001 CALIFORNIA FIRE CODE 949-833-9470 9 will be returned without review unless Contractor has reviewed and stamped shop CANTILEVER MECHANICAL /PLUMBING ENGINEER: drawings prior to submittal to KBA.. Items not in conformance with the Construction SIM SPACING IT V< TELEVISION JACK A5.0 PARTIAL ROOF PLAN • Documents must be brought to Architect's attention in writing prior to review. SECONDARY FRAMING AM DIRECTION ZONING C.S.M. BASHAR MANDANI, P.E. A5.1 ROOF DETAILS • 7. All work shall be carefully executed by mechanics skilled in the trade(s) involved and THERMOSTAT GENERAL PLAN DESIGNATION: G.C. 0.5 > G.P. 732 ALDERWOOD shall be plumb, straight, rigid, well -secured, true to line, level and installed as per NEWPORT BEACH, CA 92660 A7.0 FINISH SCHEDULE manufacturer's recommendations. COLUMN REFERENCE GRIDS & SMOKE DETECTOR TYPE OF CONSTRUCTION: 714-227-9400 CONTACT: BASHAR MANDANI 0 8. Each trade shall have a competent foreman in charge of the work on the job at all TYPE V A8.0 DOOR & WINDOW SCHEDULE times that work is being performed. ELECTRICAL ENGINEER: 0 9. The Contractor shall provide and properly maintain necessary temporary utilities and HOSE BIBB FULLY SPRINKLERED MRC ENGINEERING INC. A8.1 DOOR & WINDOW DETAILS sanitary facilities as required. DASH DOT LINE CENTER LINES, FLOOR LINES IN 17744 SKY PARK CIRCLE #260 10. The Contractor shall be responsible with all Sub -contractors for the continuous EXTERIOR ELEVATIONS, PROJECTED Ll?�IES HOSE BIBS WITH SHUTOFF OCCUPANCY TYPE: M clean-up of the site of all debris. HB IRVINE, CA 92614 11. The Contractor shall properly protect all work and promptly correct any improper DASH AND DOUBLE DOT LINE PROPERTY LINES, BOUNDARY LINES 949-756-0807 CONTACT: RANDAL MOSS work or work deviating from the Contract documents. The Contractor shall be SHUT OFF VALVE HEIGHT RESTRICTION: STRUCTRUAL responsible for any penalties or delays created by improper work. DOTTED'- 40 FEET S11.0 GENERAL NOTES, PARTIAL ROOF PLAN & DETAILS 12. The Contractor shall be responsible for contacting and obtaining inspection and approval by Building Inspector(s) for all concealed work before closing up such BREAK LINE TO BREAK OFF PARTS OF DRAWINGS ALLOWABLE AREAS work. The Contractor shall allow adequate time for all inspections. No delays shall BASIC 8,000 S.F. PROPOSED SCOPE OF WORK: KITCHEN be granted as a result of having to wait for inspections. �+FG FUEL GAS N NORTH MINT X3 FIRE SPRINLKERED 24,000 S.F. REMODEL BAKERY, & MEAT SERVICE LINE 13. The Contractor shall be required to supervise all cutting and patching or finished KT� TO BE PLRCM ON EACH FS1.0 EQUIPMENT FLOOR PLAN, SCHEDULE & NOTES• FLOR PLAN, GENERALLY - REFINISH PUBLIC FLOOR AREAS. REMODEL FS-2.0 EQUIPMENT PLUMBING & ELECTRICAL PLANS & NOTES • work already installed and all replacement work to adjoining surfaces caused by hl� SUPPLY AIR GRILL UP T'R MMVWW�90 CEILING FINISHES OVER PRODUCE DISPLAY AREA. changes, errors or other reasons. 11" T STAIR DIRECTION SITE: 59,109 SQ.FT. EXISTING MECHANCIAL/PLUM BIN 14. There shall be no exposed pipe, conduits, ducts, vents, unfinished materials, etc., in any RETURN AIR GRILL REMODEL EXTERIORANC., .E,A.,JAA DG-­ENT BAKERY. ] designated finished spaces unless noted to be exposed construction on the Plans and/or FIFO-2ROOM SPACE NUMBER SITE COVERAGE: Finish Schedule. DUPLEX OUTLET EQUIPMENT NUMBER M-1.0 MECHANICAL, NOTES, LEGEND, SCHEDULES, TITLE 24 15. The Contractor shall verify and obtain KBA's approval of sizes of mechanical 33% EXISTING FOURPL.EX OUTLET NEW OR REOUIRM POINT ELEVATION equipment, bases, roof openings, duct sizes, fans, electrical switchgear, plumbing, f ire OCCUPANCY M-1.1 MECHANICAL SPECIFICATION SHEET BUILDING SQUARE FOOTAGE M2.0 MECHANICAL FLOOR PLAN protection equipment and other related equipment and their locations prior to work =0= DUPLEX OUTLET (CONCEALED) -368.0 EXISTING POW F1 FVATION 19,591 SQ.FT. EXISTING M -3.0 M MECHANICAL ROOF PLAN being installed. EXISTING MffOURS B M-4.0 MECHANICAL DETAILS 16. The Contractor shall be responsible for all fire rated spaces to be built as drawn 9an--o 220V OUTLET ELEVATION NOTED ON HIGH SIDE 300 SQ.FT. NEW OFFICE and to all applicable codes and standards. Contractor shall provide fire dampers, access panels and other approved rated opening for ducts, flues, conduit, pipes and NEW CONTOURS 1/2 HOT OUTLET ELEVATION NOTED ON HIGH SIDE other equipment which passes through these fire rated spaces, and to provide rated P7 enclosures and separations where required. T6-1 MST BORING WEATHERPROOF OUTLET -@w P-1.0 PLUMBING, NOTES, LEGEND, SCHEDULES, 17. Provide galvanic insulation between dissimilar metals. :p 18. All work and materials shall conform to local, county, state and federal pollution LEVEL LINE GRND FAULT INTERRUPT CURRENT P-1.1 PLUMBING SPECIFICATION SHEET control regulations. OCCUPANT %FIC 19. Adequate shoring, bracing and guard rails shall be maintained at all times. & AND 14,000 SQ.FT. STORE AT 30 SQ.FT./PERSON = 467 PERSONS P2.0 PLUMBING FLOOR PLAN 20. All wood contiguous to concrete or masonry shall be pressure treated. FLOOR OUTLET L ANGLE 5591 SQ.FT. STORAGE AT 300 SQ.FT/PERSON 19 PERSONS P2.1 ENLARGED PLUMBING PLAN BAKERY AREA 300 SQ.FT. NEW OFFICE AT 50 SQ.FT./PERSON = 6 PERSONS 21. Fire treat all wood as required or as indicated on the drawings and specifications. a AT P3.0 PLUMBING ROOF PLAN SINGLE POLE SWITCH 22. All dimensions on floor plans are to centerline of columns and walls or face of stud, CENTERL-ZE TOTAL =492 PERSONS P4.0 PLUMBING DETAILS unless otherwise noted or detailed. Dimensions on large scale drawings and details 3 WAY SWITCH 0 DIAMETER OR ROLM shall take precedence over smaller scale drawings. Contractor shall be responsible POUND OR NUMBER for all dimensions and shall verify dimensions in the field. PARKING REQUIREMENTS: (E) EXISTING E 4 WAY SWITCH : 23. All glazing adjacent to a door, walk or within 18" of finish floor shall be tempered. (N) 5 PER 1000 SQ.FT. !"DESI(j'N/-'B-UI'L'D"''OR""*""I"NCilCATES THAT THE CONSULTANT IS NEW 24. Unless otherwise noted on the drawings, factory primed items such as grilles, WEATHERPROOF SWITCH 19591 + 300 19891 /1000 X 5 99 SPACES NOT XPART OF­KELLER-'1&-BARRE­`-ASSOCIATES CONTRACTED twp - diffusers, metal trim, plates and accessories etc., shall be painted to match the DIMMER SWITCH scopE"bF WORK.' ELECTRICAL adjacent surfaces or as directed by KBA. 25. Refer to drawings and specifications for finishes (color, 'materials, etc.). Contractor tK KEYED SWITCH shall identify miscellaneous items not on Finish Schedule to KBA for finish selection. CHIMES APB PUSH BUTTON E-1.0 ELECTRICAL SYMBOLS LIST 26. Field surveying for construction and the spacing and layout of the building and the site TOTAL SPACES PROVIDED= 85 E-1.1 ELECTRICAL FIXTURE SCHEDULE & TITLE 24 T are the responsibility of the Contractor, and shall be included in the Scope of the Construction Contract. The Contractor shall be held responsible for the location of 0 WOOD STUD WALL GYPSUM WALLBOARD E-2.0 ELECTRICAL POWER PLAN the building, walls, curbs, fences, drives, etc., as indicated on the Plans. ON MASRY @go FINISHED WOOD LEGAL DESCRIPTION -2.1 ELECTRICAL LIGHTING PLAN E 27. Contractor agrees to dispose of all construction materials by its own means and E-2.2 ELECTRICAL ROOF PLAN CONCRETE ® ROUGH WOOD PARCEL 1 -LOTS 1 TO 8 INCLUSIVE OF BLOCK 11 OF THE SOUTH SIDE (CONTINUOUS MEMBER) E-3.0 SINGLE LINE DIAGRAM agrees not to use Owner's (or any other tenant's or other Contractor's) trash ADDITION TO THE CITY OF SANTA ANA, AS PER MAP RECORDED IN ZM INSULATION (LOOSE OR BATT) ROUGH WOOD -3.1 ELECTRICAL PANEL SCHEDULE containers. If Contractor brings its own trash bin, it will be located in an area WN-CONTINLIOUS) BOOK 3 PAGE 44 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE E __7 designated by Owner and will be removed when full or immediately upon completion of EPLYWOOD E-4.0 ELECTRICAL SPECIFICATIONS COUNTY RECORDER OF SAID COUNTY. 7, ARN REQ construction, whichever occurs first. 5RND PLASTER MORTAR TILE (CERAMIC) )F ['1­11 X Contractor agrees to coordinate all deliveries and parking requirements with Owner 28. ASSESSOR'S PARCEL NUMBER and agrees to comply with all of Owner's rules and regulations. ASPHALT- R= FILL A ". P1 V., e Owner a copy 010-234-05 1 1 i IJ 29. Upon completion of construction, Contractor agrees to deliver to th ® METAL LARGE SCALE) ® (sHEEn METAL of the Approved Plans by the City, a copy of the Construction Permit, and a copy of R, 4 the Inspection Card "signed off" by the City Inspectors. Contractor shall also deliver to the Owner, upon completion, all warranties, guarantees, manuals, etc., for all #1 11 t4" L4i equipment installed and/or delivered to the project. -30. T E %E,4% VICIN AP The Contractor will be solely responsible for all site surveying, including the staking DETAIL FLA` SYMBOL P L A IN' C;tk H E C K of the building. Should the Contractor choose to use the surveyor or civil engineer APPROVE of record, he does so independent of the contract documents and no liability shall be assumed by KBA and/or the Owner. All costs for site surveying shall be included in the Contractor's bid. Contractor shall advise Architect when building pad is staked. LIGHT & VENTILATION PER CBC SECTION 1202. Uk. Contractor shall be responsible for verifying required yard setbacks. MINIMUM OF 15 CFM OF OUTSIDE AIR PER OCCUPANT IS REQUIRED azl DIVIISION 31. The Contractor shall be responsible for the coordination of all utilities to the FOR VENTILATION. building. The Contractor shall make all necessary applications and, when necessary, A COLUMN GRID LINES DAIrE L SAN*rA ANA -7 -RLDz____,o�, obtain the Owner's signature, in a timely manner, so no delays occur. The Contractor IT E T. 151 POLICE 0 P shall include in his bid all necessary costs for complete utility systems. The Owner �ar EN-,,- , TO shall pay all necessary governmental agency fees. Contractor to provide 'as built" site A' OHD OR plan indicating actual utility locations. City of Santa Ana ARGER Yt DISCR. 1�C117,W)l J 1ST STREET B E C-ECU D t I A-1 BARROS. 32. The subcontractor shall furnish all work, labor, tools, equipment, materials and DETAIL NUMBER AT ti r, � supervision for its portion of the work. UJ W W W 0 1-4 A9 DETAIL SHEET LOCATION W W W W J Undmqne PJ;�, 33. The subcontractor's fee shall include supervision of the subcontractor's employees. a: cr 1-J 4 co co 0 34. The contractor is exclusively responsible for loss or expense resulting from injury R, C1111 Ili N 0'10N Pi"I CUBBON STREE BEVERLY PLACE -ANNER; on the project site. 35. The Contractor assumes all risks in the performance of the work. WINDOW TYPE NUMBER C DATE: 36. The contractor shall thoroughly review the soils report and comply with all PWACT LOCATION 'n C.11* 17> \_/ recommendations and requirements of report. L8DETAIL SHEET LOCATION 37. The Contractor is responsible for supervision, safety, administation 0 UJ MCFADDEN and all phases of its contract. AVENUE co 38. The Contractor is responsible for scheduling, coordination, W SECTION NUMBER �A o _J I management and administration of all subcontracts. U_ A . PLAN t- 39. The Contractor shall establish a safety program for the site and A5 DETAIL SHEET LOCATION CONTAC shall comply with U. S. Labor Dept. OSHA standards and comply 4 T with The "Manual of Accident Prevention in Construction" and all EDINGER AVENUE v"") 7 CONTACT PHf0NE (71,'I61,67-2 4 other safety and sanitary laws including those established during SUBJEC, C, bidding by the Owner. WALL TYPE NUMBER C, A 40. The Contractor shall protect all persons near or on the site from J unreasonable risks of injury and shall provide any warning signs THOMAS GUIDE: PAGE 829 GRID F-5 NOT TO SCALE y lights, barriers, railings and other safeguards which ma be C?) prudent. -ewj's 4k, 41. The Design Professional's inspections for compliance with the plans REVISION NUMBER IN and specifications shall not be deemed supervision or control of ot nm ve 0 0W yw­ t c v rD D t urt- zAUM1';,;` construction means or methods employed by the Contractor or any W, V&P OCT 2 6 2004 C41, C- Subcontractor. 1�1� A." 42. The Painting Sub -Contractor shall paint all exposed, unfinished BLDG SECTION NUMBER a n v A I N CT!01'�4S AND TES materials as per specifications and/or paint manufacturer's - C*ty Of Santa Ana 0 1 IZOT��_3 Paint a minimum of two (2) coats (minimum A5 SECTION SHEET LOCATION Amon, 72 U R S- 1 A D VA.N C E OCT 2 A recommendations. wvza three(3) coats for white) or as required to completely cover.-- P U1W RE 7 % T4 7 A Irmo 12�0*0% 49�� I" "Moak 31P V" 91 rn C) CD 0 LO LO cy CZ CZ ,Ke er Associates arre IB REVISIONS CONSUL TAINT I ARCHITECT < (D tf U Gl 0 .0 CN (a X P_ CL U_ 0 M 0 i C\1 cr) rb Q_ 0 :�� *_� C\1 C) 0 L_ w c) NC)CZU_2"Fz Lr) , LC0\J CZ C U 00 0) 0-) \000, < > E 1J REGIS TRA TION PROJECT NORTHGATE #15 1010 S. MAIN ST. SANTA RNA, CALIF. ISHEET TITLE COVER SHEET SCALE N/A DRAWN BY CHECKED ti JOB NUMBER _J 4 24072 DATE 10-15-04 N1_ ""`'� o SHEET NUMBER ti O r. ANN- FIELD QQNSTRUCTION INSPECTIONS A. PRELIMINARY CONSTRUCTION INSPECTION When construction is approximately 75% to 80% c.ompleted, with pity mbirig, rough and rough equipment installed, you must call the Plan Checker assigned to 0. Canopy -Type Hoods,, The lower lip of canopy -type hoods shall not be more ventilation, review your plans for a RreliminaEy nstructgLjp�i�. Requests should be rnade than seven (7) feet above the floor and shall not be more than four (4) feet above the cooking surface. The hood shall overhang or extend a horizontal at least two (2) woting days in advance. The preliminary inspection shouid be distance not less than six (6) inches beyond the outer edges of the oJoking scheduled at least two weeks p do r to the proposed opening of the food facility_ surfaces, on all open sides. It shall have grease troughs and drip pans that are 6, F=INAL CON STRUc-ION INSPECTION easily cleanable,. Upon completion of 100% of the construction, including all finishing work, you must call f- Noncanopy-Type Hoods-, Noncanopy-type hoods- will be approved providing the Plan Checker assigned to reviov%t your plans to arrange for a final construction they are constructed to be, easily cleanable and they cornpfy with the mininium insgg2ticn. You will not be issued a Heafth Permit until the facility passes a final exhaust air velocity requirements. Sig ieldinq at the ends of the hood may be inspection- Contact you r PI an C h coke r at le ast two (2) wo rki ng days i n advan ce for a n necessary to prevent interference from cross drafts, appointment for the final inspection, Final construction rnust be approved by this Ageno p rio r to opening for business or use of remodeled areas. 91 Make -Up Ai:r- �Jlake-up air shall be provided at least equal to that amount wNch is mechanically exhausted, Windows and doors shall not be used for the GENERAL CONSTRUCTION AND EQUIPMENT REQUIREMENTS purpose of providing make-up air, The plans shalf show and specify in detail the foilowing: h. Fire Extinguishing Systems, Fire extinguishing systems may be required by local fire department codes. They -shall be installed so as to allow easy 1- FLOORS: cleanability of the hood and duct systems, and whenever possible, shall not be installed above food OT utensil handling areas. a, Floors in food facilities (oustomer area floor requiremenis are less stringent) shall be smooth and impervious to water, grease and acid, and of easily cleanable construction. Floor surfaces in all areas whare food is prepared, packaged, or stored, where any utensil is washed, where refuse or garbage is stored, where janiitarial facilities are located, in all toilet and handwashing areas and in ernployee change and storage areas, shall be an approved type that continues up the wall or toe -kicks, at least four (4) inches, in a searniess manner, with a 318 inch minimum radius cove.. An approved slim foot ceramic, quarry or metal topset base is generally acceptable. (Vinyl Or TUbber tops et base is not acceptable, except in dining areas and areas where food is stored in its original shipping container, such as -in a supermarket warehouse.) b. Floor drains are required in floors that are water -flushed for cleaning, where pressure spray methods for cleaning equipment are used, where slip resistant agents are used on floors and where excessive moisture may accurnulate, such as in food processing plants- Where floor drains are utilized, the floor surface shall be sloped 1 -.50 to the floor drains, C. High pressure hot water cleaning systems are required in addfti.:)n to floor drains it the degree of roughness of the slip resistant agent is deerned excessive upon evaivation by this Agency- d. Flooring under equipment and on the caved bases shall be completely smooth. Floor surfaces, which contain slip resistant agents, shall be rest rioted to traffic areas only. 2. WALLS I CEILINGS: a, Walls and ceilings in all roorns., except as provided in (b) shall be smooth and nonabsorbent, with a light colored, easily cleanable finish. (Note. light colored is defined as having a ligbi reflectance value of 70'31b or greater) b. Wall and ceiling surface requirements in areas such as dining, sales, exhibition food handling and customer areas are less stringent. Alternative finish oolors; will be evaluated on a case -by -case basis. A copy of this Division's policy memorandum dealing with afternative finish colors is available upon request. C, Wall materials other tian smooth plaster or putty coal plaster, drpvall with sealed and taped joints or plywood with properly sealed joints require submission of a sampi . d. All wall surfaces shall be sealed with a gloss or semigloss enamel, epoxy, vamish, or other approved sealer, e. Other wall and oeiling surface materials are subject to evaluation and corn pl i a nee with the sam e o r similar req u irem eras prior to in staliati mi. f . Acoustical coiling ale may be approved if it complies with the preceding requirements and if -a sample is submitted and approved by this Agen 91 Acoustical plaster is not an acceptable ceiling finish in the food and utensil handling areas. 1199_1111� All plumbing, electrical and gas lines shall be concealed within the building structure to as great an extent as possible. Where this is not possible, all runs shall be at least 11-2 inch away from the walls or ceiling and six (6) inches off the floor. b, Where conduit or pipelines enter a wall, coiling or floor, the opening around the line shall be tightly sealed. C. Conduit or pipelines shall not be installed across any aisie, traffic area or door opening. d. Multiple runs or clusters of conduit or pipelines shall be furred in, ericased in an app roved ru nway or oth er sealed e riclosu re app roved key th is Age ncy- EXHAUST HOODS AND DUCTS: a. Mechanical exhaust ventilation shall be required at or above all cooking equipment such as ranges, griddles, ovens, deep tat fryers, barbecues and rotisseries to effectively ramove crooking odors, smoke, steam, grease and vapors. b. All hoods, ducts, and exhaust outlets shall be installed in; ac;cardance with the cijrrent edition of the Uniform Mechanical Code as adopted by the local building department. C. All joints and seams shall be tight or soldered for ease of cleaning. Riveted seams are not acceptable. d- Food heating or warmling devices, cheese rnelters., etc., 1hat are installed above ether equipment beneath an exhaust hood, may create an air flow obstruction to proper ventilation of the equipment for which the hood ventilation system is designed. The design, construction and installation of such warming devioes under a hood are subject to evaluation and approval by this Agency prior to installation. 'Kellerl ASSOCIATES Barre LU CZ 0 C) 0 U) C/) 0) < C= C: EL CZ X Cn (D CZ fc—Z < 7a7) ft— CL 0 LL = N V) CZ C\j C') CD C\1 0 @) cp 0 C\1 & OC) LO LO CZ 00 CZ 0 ,.tip ..:..:�� \ ti%�� BAFIU' 7 L DA E 0 OF C PROJECT Northgate Supermarket #13 1010 S. Main Santa Ana, Calif SHEET TITLE Health Department Notes SCALE 1,111411= 1 ?4' DRAWN BY CHECKED JOB NUBER DATE SHEET NUMBER CS-2 GRAPHIC SCALE 20 10 20 40 80 ( IN FEET ) I inch = 20 ft. AB = AGGREGATE BASE TRW = TOP OF RETAINING WALL oD, FIRE HYDRANT AC = ASPHALT CONCRETE TW = TOP OF WALL BLK = CONCRETE BLOCK UG = UNDERGROUND o---() STREET LIGHT BFP = BACK FLOW PREVENTER UP = UTILITY POLE BS = BACK OF SIDEWALK VAR = VARIABLE 0< TRAFFIC SIGNAL CB = CATCH BASIN W = WASHER CF = CURB FACE WDF = WOOD FENCE TRAFFIC SIGNAL ARM & POLE CL = CENTERLINE WM = WATER METER LIGHT STANDARD CLF = CHAIN LINK FENCE WV = WATER VALVE CO = CLEANOUT ==O=== UTILITY POLE DCV = DETECTOR CHECK VALVE N. = NORTH DS = ROOF DOWNSPOUT S. = SOUTH C GUY WIRE & ANCHOR EG = EDGE OF GUTTER E. = EAST EP = EDGE OF PAVEMENT W. = WEST 0 WATER METER FD = FOUND N'LY = NORTHERLY FDC = FIRE DEPT. CONNECTION S'LY = SOUTHERLY 0 GAS METER FF = FINISHED FLOOR CLY = EASTERLY FG = FINISHED GRADE W'LY = WESTERLY ® WATER VALVE FH = FIRE HYDRANT N/0 = NORTH OF FL = FLOW LINE S/0 = SOUTH OF p A GAS VALVE FS = FINISHED SURFACE E/O = EAST OF W/O = WEST OF Pg 171 PULL BOX GB = GRADE BREAK GM = GAS METER = PROPERTY LINE ® GATE INLET GR = TOP OF GRATE = CENTERLINE GV = GAS VALVE R/W = RIGHT OF WAY q SIGN HP = HIGH POINT A = DELTA HT = HEIGHT R = RADIUS ® VALVE ICV = IRRIGATION CONTROL VALVE L = LENGTH V IP = IRON PIPE T = TANGENT O VENT LS = LIGHT STANDARD M = MEASURED DATA SEWER MANHOLE L&T = LEAD & TAG C = CALCULATED DATA MH = MANHOLE (RAD)= RADIAL BEARING t JD STORM DRAIN MANHOLE NG = NATURAL GROUND PRO = PROPORTIONATE MEASUREMENT TELEPHONE MANHOLE N&T = NAIL & TAG (210.00' R) = RECORD DATA OHW = OVERHEAD WIRE 210•00' M. = MEASURED DATA MH MANHOLE PB = PULL BOX 210.06 PRO. = PRORATED DATA o PCC = CONCRETE 210,00' C. = CALCULATED DATA SEWER CLEANOUT PIV = POST INDICATOR VALVE (427.00) TC = EXISTING ELEVATION f='., HANDICAP PARKING STALL PL = PROPERTY LINE 427.00 TC = DESIGN ELEVATION RE = REDWOOD HEADER © LANDSCAPED AREA SCB = SIGNAL CONTROL BOX CAN = CABLE TV LINE SMH = SEWER MANHOLE E = ELECTRICAL LINE © PROTECT IN PLACE SPK = SPIKE G = GAS LINE ® REMOVE AND DISPOSE OFFSITE SW = SIDEWALK OR —GB — _ GRADE LINE TC = TOP OF CURB R R — = RIDGE LINE ® RELOCATE TE = TRASH ENCLOSURE S = SEWER LINE O PLOTABLE EASEMENT ITEM TP = TELEPHONE POLE SD = STORM DRAIN LINE No. PER TITLE REPORT TRAM = TRANSITION T = TELEPHONE LINE O NUMBER OF STRIPED PARKING STALLS TRANS= TRANSFORMER W = WATER UNE —(427A EXIST. CONTOUR 427.0—�---- DESIGN CONTOUR TREE, SPECIES UNKNOWN THE BEARING NORTH 00'20'00" EAST FOR THE CENTERLINE OF MAIN STREET AS SHOWN ON RECORD OF SURVEY, BOOK 1 PAGE 54 OF RECORDS OF SURVEY, COUNTY OF ORANGE, STATE OF CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. R = MAP OF SOUTHSIDE ADDITION, M.M. 3/44 R1 = RECORD OF SURVEY, R.S.B. 1 PAGE 54. R2 = MISCELLANEOUS CITY OF SANTA ANA INTERSECTION TIES. ZONE X (NO SPECIAL FLOOD HAZARD AREA, AREAS OF 500—YEAR FLOOD; AREAS OF 100 YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN ONE FOOT OR WITH DRAINAGE AREAS LESS THAN ONE SQUARE MILE; AREAS PROTECTED BY LEVEES FROM 100 YEAR FLOOD; OR AREAS DETERMINED TO BE OUTSIDE 500— YEAR FLOOD PLAIN. FLOOD INSURANCE AVAILABLE BUT NOT REQUIRED. COMMUNITY PANEL NUMBER 060232 027611 REV, EFFECTIVE DATE 2/18/04 INFORMATION OBTAINED FROM CERTIFIED FLOOD SYSTEMS, INC. ON 3/9/04. 1. IT IS NOT WITHIN THE PURVIEW OF THIS SURVEYOR TO MAKE DETERMINATIONS OF OWNERSHIP. AS TO "ENCROACHMENTS" SPECIFICALLY, NO INFERENCE TO SUCH DETERMINATION IS INTENDED OR IMPLIED. 2. LOCATIONS OF UNDERGROUND UTILITIES / STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY EXIST. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES. THE LOCATIONS OF UNDERGROUND FEATURES SHOWN HEREON ARE PLOTTED FROM AVAILABLE RECORD INFORMATION AND VISIBLE SURFACE INDICATIONS. BEFORE ANY EXCAVATIONS ARE PERFORMED, UTILITY PURVEYORS SHOULD BE CONTACTED FOR VERIFICATION OF UTILITY TYPE AND FIELD LOCATIONS. 3. SUBJECT SITE IS AN EXISTING MARKET AND ADJACENT PARKING. GROSS = 59,109.91 SQUARE FEET NET = 57,916.27 SQUARE FEET (GROSS PROPERTY MINUS RIGHT OF WAY DEDICATIONS) 3 S, '/ ,�„'/ /'•�; !'• �/, r ,! ANA :;"lam•. E. "R2 , ,-a'•;I I a I I FOUND AS- CITY C"" RE >, ., -r /'. .;r' f: l: ,: :,: ; 1ST STREET ' ;r; uj W W W J ,, ,,,,, CUBBON STREET BEVERLY PLACE ><, . , N+ ,. a c M FADDEN AVENUEEn Z PH ui I.t. F - % %<%..:,J ,:: J , %' . ,,. ,...,., . , ,r. .... : : ....... EDINGER AVENUE %., w' ,,, THOMAS GUIDE:NOT TO SCALE r r ! " ` " y r PAGE 829 GRID F-5 :.. � % i, < r- J J r THE LAND REFERRED TO IN THIS COMMITMENT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF ORANGE, AND DESCRIBED AS FOLLOWS: PARCEL 1 LOTS 1 TO 8 INCLUSIVE OF BLOCK 11 OF THE SOUTH SIDE ADDITION TO THE CITY OF SANTA ANA, AS PER MAP RECORDED IN BOOK 3 PAGE 44 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 010-234-16 PARCEL 2 LOT 10 IN BLOCK 11 OF THE SOUTH SIDE ADDITION TO THE CITY OF SANTA ANA, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 3 PAGE 44 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 010-234-05 THIS SURVEY AND EASEMENTS SHOWN HEREON ARE BASED ON INFORMATION CONTAINED IN THE PRELIMINARY TITLE REPORT PREPARED BY: FIRST AMERICAN TITLE INSURANCE COMPANY 1 FIRST AMERICAN WAY SANTA ANA, CA 92707 (714) 800-4733 COMMITMENT NUMBER: NCS-76188—SA1 DATED: MARCH 3, 2004 TITLE OFFICER: ERIC BOWEN REFER TO TITLE REPORT FOR ADDITIONAL INFORMATION AND DETAILS: 5 COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS IN THE DOCUMENT RECORDED: IN BOOK 271, PAGE 243 OF DEEDS. (AFFECTS PARCEL 2) '% 6 AN EASEMENT FOR: ROAD AND INCIDENTAL PURPOSES RECORDED: BOOK 2865, PAGE 578 OF OFFICIAL RECORDS (AFFECTS PARCEL 1) 8 AN EASEMENT ' FOR: POLE LINES AND CONDUITS AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED: AS BOOK 6232 PAGE 211 OF OFFICIAL RECORDS (AFFECTS PARCEL 2) `r9 AN EASEMENT FOR: POLE LINES AND CONDUITS AND INCIDENTAL PURPOSES RECORDED: BOOK 6232, PAGE 212 OF OFFICIAL RECORDS (AFFECTS PARCEL 1) 10 AN EASEMENT SHOWN OR DEDICATED ON THE MAP AS REFERRED TO IN THE LEGAL DESCRIPTION FOR: AERIAL PURPOSES AND INCIDENTAL PURPOSES (AFFECTS PARCEL 1) 1 % AN EASEMENT ' FOR: PUBLIC STREET AND INCIDENTAL PURPOSES RECORDED: JUNE 26, 1984 AS INSTRUMENT NO. 84-263513 OF OFFICIAL RECORDS IN FAVOR OF: CITY OF SANTA ANA, A MUNICIPAL CORPORATION (AFFECTS PARCEL 1) TO: GON—REY 11, L.P. AND FIRST AMERICAN TITLE INSURANCE COMPANY. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM, AND NSPS IN 1999, AND INCLUDES ITEMS 2, 3, 4, 7(a)(b1), 8, 9, 10, & 11 b OF TABLE 'A' THEREOF, PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFECT ON THE DATE OF THIS CERTIFICATION. THE UNDERSIGNED FURTHER CERTIFIES THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL TOLERANCE. THIS CERTIFICATION IS SUBMITTED PURSUANT TO SECTION 8770.6 OF THE PROFESSIONAL LAND SURVEYORS ACT, BUSINESS AND PROFESSIONS CODE, STATE OF CALIFORNIA. GLADSTONE DAVID HILL, PLS 3975 a a� 4 O Q coo N -., l 101 .> ! J, N 0 `� ISSUE DA TE F DRA WN BY ... CHECKED BY N JOB NO. N SHEET NO. c c o ut SHEETS Ul=M0LlbH ([=) WINUMV & LJUUR,5 PROVIDE BUILDING SECURITY FR DURING NON -CONSTRUCTION AC .i F_ DEMO (E) VINYL FLOOR TILE ENTIRE STORE NO CONSTRUCTION OR DEMOLITION ACTIVITIES DURING BUSINESS HOURS DEMO (E) SOFFIT DEMO (E CEILING & LIGHT FIXTURES & LIGHT FIXTURES & FLOOR FINISHES & FLOOR FINISHES DEMO DOOR DEMO MEAT SERVICE PROVIDE WALL (E) WALL FINISHES OPENING FROM :)R DEMOLITION BUSINESS HOURS� (E) BASES SHALL REMAIN DEMO (E) END EAT SERVICE M5 MO(E)WINDOW_ FOOD DISPLAY Am SOME= EMO (E) DOOR 90 41 (E) PRODUCE (E) MEAT C06LER (E) HOT DELI (E) MEAT CUTTING E N L A A BAKER"y"DEM0 PLAN SCALF 1/411 = 11.011 ENLARGED MEAT DEMO PLAN Rm V SCALE 1/4 DEMO FLOOR PLAN NORTH SCALE 1/16" 1 1-011 z cl- w 0 0 1 U- z 0 0 z cu co =3 cu co GL uj uj U) to w A REVISIONS 10-15-04 RESUBMIT CONSUL TAN T ARCHITECT cf) C W (1) .0) cl) 4.4 c/) cu a) w� 00 U) 0 W C;) (o (D cu 72 u- E 0 C ca E CL o N N m co o CD cu cu Ile lc� lc� (D 4-a _Ile co 0) co i> E IREGIS TRA TION NORTHGATE SUPERMARKET REMODEL STORE #15 1010 S. MAIN ST SANTA ANA, CALIF ISHEET TITLE SCALE 1 1/4" & 1/16" = 1 1-011 DRAWN BY DH CHECKED I KB JOB NUMBER 1 24072 DATE 08/05/2004 SHEET NUMBER L0 CY) t6 C) CD CV C\jC) CD "r— U) Q- LO L6 C\1 C) ,qt C\j CIO -CP 0 Cz Keller Associates B a rre I REVISIONS CONSUL TA NT I ARCHITECT U) r) 00 (0 • 7Z3 < C) E ro CZ Cz C\j ce) E a- 0 >1 It= C\j a) C) C) Cz C\1 'u • 00 m 0') "M < E REGIS TRA TION u RRE' • 9474 R AL DATE: i U NE 30, 2005 0 PROJECT SHEET TITLE Site plan SCALE E1 11=301-011 DRAWN BY F I CHECKED E: JOB NUMBER E 24072 DA TE El 0- 15-04 SHEET NUMBER i R NEW AUTOMATIC PAIR OF DOORS 80 WIDE/0.2 PERSON INCH = 400 PERSON CAPACITY VS 239 PERSONS ACTUAL = O.K. 0 RE —CENTER (E) 'EXIT' SIGN OVER NEW DOOR ENTRY 100 MAX. 33 OCCUPANTS rr,• r . r F r� r'r- •� EMERGENCY EXIT ONLY ADDED EXIT DOOR & EXIT SIGNS 1 104 MAX 113 OCCUPANTS I f I I ( II II II II I! I ( I I ( ( II I I{ I II I (E) PRODUCE MAX. 2 OCCUPANTS (E) MEAT CUTTING MAX. 7 OCCUPANTS TWO (ESWING DOORS EA. 46 WIDE 0.2 PERSON INCH _ = EA. 240 PERSON CAPACITY VS - 10 PERSONS TOTAL MAX = O.K. TRUCK DOCK L I it Is_L_ J L L IJ I J l__L I L .I J L I J II __I (E) CHECK OU T i MAX 48 OCCUPANTS i ( ( I I I F 7 I I I C I I I I I f I I I I I I i I I I I I I I I I I I I C I I I I I I I I I I I I I I I I I I I I I I I I I I! I I I I I f E) ALES I I AREAI I I I 1 1 AX 197 OCCUPANTS I I I I I I I l 1 1 3 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F. E. u (E) (E) 40BC FIRE BREAK EXTINGUISHER ROOM (E) MEAT COOLER (E) HOT DELI MAX. MAX. 2 OCC. 3 in OCC. (E) WAREHOUSE MAX. 4 OCCUPANTS [ t BREAK —AWAY DOOR 60" WINE/0.2 PERSON INCH 300 ;OCCUPANT CAPACITY VS 239 PERSONS ACTUAL = O.K. m* (E) ACCESSIBLE MENS ---- - -- -- B 1 7 -- EXTERIOR ADDRESS # (E) ACCESSIBLE 1010 SHALL BE woMENS PAIN TED IN 8" HIGH LETTERS MIN. 10'-0" A.F.F. IN CONTRAST `E) OFFICE COLOR VS WALL MAC. 2 OCCUPANT VISIBLE FROM MAIN ST. r. r ( I; I I I I : I I I I ( I: I I.I I. I I I I L_ _ ._._1 I I I I I i H 1 J REVISIONS CONSUL TAN ARCHITECT • -t r� 1 i e � � 1 IREGISTRATION NORTHGATE SUPERMARKET REMODEL STORE #15 1010 S. MAIN ST SANTA ANA, CALIF ISHEET TITLE : ........... d is -cwkonly. j16 V A ft , \ , NjW-1 =2010n$ OJT In0diffliCationS, L----- ------------------ j ENTRYffM F r r f—, --i r —,I --,-�RY STOM, I )I I 102 CCESSIS— L EN F�j I E ACCESSI E NEW qy J L L!J J J L l J L L J I I I (E) CHECK OUT (E) OFFICE PRO AREA I f I I I I W r -x� 'E) �ALES 4REA' 4 I A L L I L I ",j Z 0 L 47,77 "77 j-, y 0 L zurl. 0 MEAT SE M ICErlM 63 L G (E) (E) MEAT COULER BREA (E) PRODUCE (E) HOT DELI (E) MEAT CUT77NG ROOM j 3 (E) H OFFICE TF Arl JA R (E) PRODUCE COOLER (E) WAREHOUSE (E) COOLER TRUCK DOCK (E) WAREHOUSE FLOOR PLAN SCALE 1/1 6ff 1 1.011 FVISIONS )NS"UL TAN T ARCHITECT cn c- uJ CD cl) W U) • cn c CC= (o cl, cl) CL cu cu E ci- o ol CN m co ci C> 21. i w Cc co co -c m m CD a) REGISTRATION PROJECT NORTHGATE SUPERMARKET REMODEL STORE #15 1010 S. MAIN ST SANTA ANA, CALIF SHEET TITLE I W K 10 9 RE- ENTER (E) E 0 ECENTER OF H N w L,AI W� m Tim" V� AND WALL DEMID (E) WIND14 8�--Low PROVOE TEr-..J� ................ .�NCWSURE .... ...... -SIM ............ ....... ........... .......... ................... ...... ...... ......... ...... ....... . .......... ...... ..................... ................ .......... ................ .............. .............. ......... ...... ...... ....... .......... ...... .......... ............ ............ . ........... .......... ............ ...... ..................... ............. .................. 9TM. (E) SOFFilr . . . . . . . . . . . . . . . ....................... ............ ........ ------------------ - ---------- ---------------------------- .............. WAY ---------- -------------- NE!W SOFFIT O - --------- ---- ----- -------------- ------------------- ---------- rm - - — ----- - -------- - --- z a_ 0 0 u- w z 0 Lo w (E) EXIT SIGN z (E) ACCESSIBLE MENS A C> cn 0 (E) ACCESSIBLE WOMENS EC co (E) OFFICE REFLECTED CElLl'N'G PLAN SCALE 1/1611 — 1 1-011 REVISIONS CON-53UL TANT ARCHITECT cl) 0 c/) U) c E W (o • • co • m N cu E 0- 0 N IN (m cn C> 0 co cu cf) Lo u) • CC) 01 (D c: i> m(m Ei REGISTRATION PROJECT NORITHGATE SUPERMARKET) REMODEL STORE #15 1010 S. MAIN ST SANTA ANA, CALIF SHEET TITLE SCALE I 114tv & 1/1611 = it-Ofl DR4WNBY DH CHECKED KB JOB NUMBER 24072.3 DATE 01/12/2005 SHEET NUMBER ------ ---- ------ cvec+-� tAa�-°► �-rcciC�P'l�� on` n r11 v 25 GA FUD BRACE 13 VS@12OC N� t'Suu i 15U-46 8" X 18 GA. CONT.FLANGE SPLICED AT TRUSSES ONLY (E) ROOF SHEATHING i s li �• s'� �• I!: .low i w ao (E) STEEL BEAM 1/4 X41' BOTH SIDES 3/8" X 2" X 4" STEEL CHANNEL @ 8'-011 O.C. MAX. ~ ♦ ■ w 1� UL w ca w c� W I /2"-1 SCALE: 3/4"=1'-On r� THIN WALL ELECTRICAL CONDUIT 'TI PER HEIGHT: 3/41" „ @ 4'-11 °" H. I",, @ 7'-7" H. 1 1I4'" „ @ 11 "-1 pea �,-o,1 1 1 /2" „ @181-011 STRUT TO BE WITHIN 210 „ @ 19'-01' 8'-0" OF WALL 4, 12 GA. GALV. & ANNEALED INSTALL COMPRESSION STRUT WIRE HANGERS @ 12'-0" o.c. @ 12'-0" o.c. EACH DIRECTION ANCHOR WIRE HANGERS TO OR EVERY 144 SF OF CEILING AREA STRUCT'L BEAM OR PURLIN ONLY. NOTE: MTL. 'T' MAIN RUNNER ALL 24"x48" CLG LIGHT @ 4'-0R1 O.C. FIXTURES & 24"x24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF 2 HANGERS @ OPP. CORNERS. #12 GA. WIRE, SPLAYED CLG SYSTEM SHALL NOT IN PLANE OF EACH RUNNER SUPPORT OTHER ITEMS. @ 45 DEG, TYP 4(T1dp t�. ) DRILL 5/32" HOLE & INSTALL 1/8" BOLT W/ LOCKING NUT MTL'T' SECONDARY RUNNER @ 21-011 O.C. STRUT DIA. + 1 /4" ACOUSTICAL TILE AXONOMETRIC NOTE: INSTALL CEILING IN ACCORDANCE W/ UBC STD NO. 25-2. I I F Tu ITA""L #9 GALVANIZED &ANNEALED WIRE HANGERS @EACH CORNER OF 2x4 FIXTURE. ANCHOR HANGERS TO STRUCT BM OR PURLIN ONLY, TYP ��-- AC TILE • e-Off Aw `poo�L T o'r% U P IF "j" 0 " ', r Km"% T S 2X HA GER W/3-10d @ 4X &2-10d @ 2X X X X X (E) ROOF DECK W/ (E) 2 X4 RAFTERS r@ 24" O.C. X X X X X X 2X4 HANGER @24110.C. j gc x x -(E) 4 X PURLINS @84-011 O.C. I I'' A. 5/8" GYP. BD. WALL " PAINTED 1 01-011 91-611 P1 A.F.F. 1 it 11 tl TRACKLIGHT It's ii It 11 11 It ii 11 Ii 11 It 11 it SIGNAGE 11 If BY OWNER 14 HANGER WIRE SETS EXISTING 4X PURLIN METAL STUD BRACE 2-350S 162-43 = METAL STUD BRACE BAKERY OVEN WALL N 0 a WMA Sol 1 14 AT, tyk, A 10 k Lou 00 law 04 T_ 1 4 C) to M I REVISIONS cd �t7 Lo I I i M A q. • f M • e 1 • tA4�'��Iliiii��� R 1 i f � ,t 1 A ♦ L BRA I3Y 0®u a �f�IEC/C (oy 620 20 GA MTL STUDS 1 2-60OT 125-33 _ JOB (2) 6" X 20 GA. MTL STUDS 24072 2-60OS162-33 HEADER t t I t t t r♦ ° t Di4 TE � 1 8 ♦ �t 1 1 t t t �<♦� 1 t 10-15-04 UN V W t1 T-641 A.F.F."I EW I P"LAN' V Fw,", A M I'L "'0"% 3/411 If= 1 1-011 'EN "FFIT FKA NU BAKErom"Y UV rAd (E) ROOF A/C UNIT gyp{ ie EXISTING SOFFIT (E) ----------- WALL BEYOND ------- NEW W/H VENTS Z I A L Now— I Al (1,10 .(E) ROOF MAU A/C UNIT "A MENS ROOM INT. ELEVATION Scale: 1/4" = 11-011 (4&5� NEW 2 TILE (y IMIIIIIIIIIIII relmim (E) GIRDER. I r9& 1-01 � ACCESSIBLE COUNTERTOP 00 N (E) ROOF NEW NEW DISPLAY OVEN DISPLAY EQUIP. Ai INT. ELEV Scale: 1/4" = 1€-0" -6 A2.1 (E) -ROOF I �7 "� SECTION I ( 3 )1 V A4_. _1 Scale: 1/4 If= 1 1-011 IV I a am am Scale: 1/41f = 1 1-0#1 w ON EXISTING CEILING - NEW FALSE TRUSS An NEW SLIDIN DOOR as ® I . M.N.M. w Scale: 1/4" = 1 1-011 .(E) ROOF "A 13 PARTIAL jft-L EXT. ELEV 1% V-01f 10 i Ass0114IS oCIOLV M Alstook mLdm mum Adulk REVISIONS CONSUL TANT HITECT Cl) r W (D 0) CO (D 0 Cn U) C to (D CC (D N u- E CU 01 Co L cu E N ZY5 =1 (L o 4;-- N o) o 211 cf C� IN • @ (D do m m '-CT REGIS TR4 TION PROJECT NORTHGATE GONZALEZ SUPERMARKETS STORE #15 1010 S. MAIN ST. SANTA ANA, CA I ISHEET TITLE WALL SECTIONS & EXTERIOR & INTERIOR ELEVATIONS S ,,CALE 1/411 = 1 1-011 DRAWN BY • 02/01/2005 m CY) C) C) CV CV fiS CtS LO 0) 0) C- C\l (-- C:) "t C\l Cn CIO CU fCS cz Q CU CU 555 B-A CU QC1 C\1 (n x U-� CZ u- c 'E CV CO C\j co CV C) >1 tL-: M 0 Lo Lo o . IS M 0*) ;> I'll 'Tt ,GISTRA TION mm A mi rOJECT b iII11.11 ILI11 , fECKED IS NUMBER 24072 4 TE 10-15-04 Alv— [$IVA: 1011 �3/xE!<ORATIVE W\ TRIM PROVIDED & INSTAL BY GEN. CONTR. PAINT /PC\ LINE OF SOFFIT LINE OF SOFFIT — --------- 71 1% 1% FOOD DISPLAY CASES Ell - -------- ---- ----- BRICK VENEER PROVIDED AND INSTALLED FROM BY GC. LINE OF SOFFIT FRAMED GYP. BOARD SHELF BY GEN. CONTRACTOR rC� BRICK VENEER FINISH PROVIDED AND INSTALLED BY G.C. REFER TO COLOR AND MATERIAL SHEET 7.0 FOR SPECIFICATION. FOOD DISPLAY CASE Q.T. CURVED BASE SCALE 112- l'-O 17 BRICK VENEER FINISH PROVIDED BRICK FINISH FURTHEST POINT/EDGE OF CHIMNEY FRAMED GYP. BOARD SHELF BY GEN. CONTRACTOR SMALLEST EDGE OF CHIMNEY SCALE 1127=1'_0" 5/8" TYPE X GYF 3 5/8" METAL ST SHEATH W/ BRICK VENEER PROVIDE PI BUMBER R/ SEE. m 'A ft L Fm4 0 :391F.1111LID A low, s I;g I AV M MR swAl blq • .11 ilk 1:3 0 aTfff" w A ADD BRICK VENEER TO BOTH SIDES & WALL END CAPS. DISPLAY CASES =-NEER FINISH PROVIDED PALLED BY G.C. 0 COLOR AND MATERIAL SHEET 7.0 FOR SPECIFICATION. SCALE 112`1�-O"1 3/4" CDX PLYWOOD i� MARINE GRADE SCREW 3 3/4" S.S. JOINT COVER CONT. DEPRESS SLAB 1 1/2 FOR Qi QUARRY TILE z 1"ftft SCALE: 1"=1'-0" 3 REVISIONS CONSUL TANT ARCHITECT • • • REGIS TP,4 TION A LA S BARRE' REG. NO. C9474 RENEWAL DATE: JUNE 30,2005 PROJECT SHEET TITLE SCALE 1/2 if 1 1-011 DRAWN BY DH CHECKED KB JOB NUMBER 24072 DATE 10/15/2004 SHEETNUMBER REVISIONS %k1 1113 1419172 CONSUL TANT ARCHITECT CO W i r 72 s co Co CL s N • ,. • s • 1 1 •• � •• i • REGISTRATION PROJECT 1010 S. MAIN ST SANTA ANA, CALIF SHEET TITLE NAAAL SCALE 1 /4" & 1 /16" = 1'-0" DRAWN BY DH CHECKED KB JOB NUMBER 24072.3 DATE 10/15/2004 SHEETNUMBER 00 N 66 d' AIR-CONDITIONING UNIT o 1 2" BOLT 3"\j / O.C.O C MAX. N d' UNION CONNECTION & WITHIN 12" OF EACH CORNER W/WASHER ON (TYP. OF 2) T BOTH ENDS OF BOLT W/ VENT MTL. EQUIPMENT CURB i NUT AT ENDS PROVIDED BY MFR. �� - GASKET W/ CAULKING z SLOPE DRAINLINE MIN. LINE OF EQUIPMENT LO 1 /4" PER FOOT DOWN i ( T — GALV. SHT. METAL TO ROOF DRAIN A/C CURB EXTENDS 1- - _ COUNTER FLASHING � AROUND ENTIRE WOOD NAILER L6 r `O PERIMETER OF UNIT 8 MIN. RIGID INSULATION aI N ROOFING CANT o z B ILT-UP ROOFIN N SHIM CURB LEVEL U G Cz N (D 1/2" x 10" LONG LAG EXIST'G. PLYWD. ROOF SCREW TO ROOF SUB SHEATHING uil PURLIN. MIN. 3-0" O.C. Cz P-TRAP AROUND CURB STRUCTURAL SUPPORTS, COORDINATE W/ STRUC. _ �I Cz dt14 021 III, NEW Amr,3` 'UNIT Cu"INDE,10"NISATIO"N LINE :ENOSCALE EQUIPMENT PLATFURIVI DETAIL 17 14 1 5/8" PLYWD. � LINE OF EQUIPMEN11 T SEE ROOF PLAN FT VENT STACK - SIZE VARIES I I --- I 26 GA. GALV. COVER DRAW BAND SEALANT --- SLEEVE FLASHING 26 GA. GALV. SOLVENT WELDS 5" MEMBRANE SLEEVE COUNTER FLASHING GAL. MTL. FLASH I 2 x 8 PERIMETER EXT. PLYWOOD SINGLE PLY ROOF I &SLIP SHEET I I CURB -SET TOP OF - MTL. COLLAR i PLATFORM LEVEL N .. r '- -- 3" CANT STRIP NOTE: ALL FLASHING cv BUILT-UP ROOFING �7a ROOF PENETRATIONS TO BE PROVIDED BY PER SPECS OVER ROOFING CONTRACTOR PLYWOOD ROOF ---- APPROVED VENT CAP SHEATHING PER PLAN ........................................................ NOTE: 1. FOR W.H. ROOM ROOF JOISTS VENTILATION SEE ARCH. z FLOOR PLAN --- (2) 'A35' CLIPS EA. N STORM COLLAR SIDE OF CURB -- FLASHING ROOFING TOP CHORD OF TRUSS SEE STRUCT. DRWG'S. —=-- FLASHING BLOCKING 5" 0 FLUE (TYPE B) _ 2" CLEAR ALL AROUND It wo MENT PLATFORM F Eo"`UIP10 OFFSET FLUE T%`PICAL RuuVENT� CEILING LEVEL ESCUTCHEON — 3/4" H.W. OUTLET 3/4" C.W. INLET 0 5" Q(FLUE (TYPE B) 2 PART URETHANE 4„ 22 GA. GALV. FLASHING SEALANT SLOPE 10 FULLY SOLDERED, SET SOV (lYP.) TO EDGE ON ROOF DECK IN �,I], APPROVED MASTIC UNION TEMP. & PRESSURE GROUT OR APPROVED RELIEF VALVE FILLER HEM EDGE DIELECTRIC (ASME RATED) CONNECTION -- — 4„ 8" MIN. 1" GAS LINE SPACEMAKER #E-100 _ SEISMIC RESTRAINT STRAPS IN EXT. WALL TYP 2 W 4 1/4n DIA. X 2nA.B. EA, UO It- G T T t/3 1" DRAIN PIPING -e 340 QC / TO OUTSIDE OF COCK BUILDING & TURN i i 1•. 6" DIRT = UO DOWN TO 6" ABOVE It EXIST'G. PLYWD. I P.D. ��� MEMBRANE FLASHING LEG s FINISHED GRADE 4-11 = DRAIN VALVE o LINE OF WALL = i i �- METAL SLEEVE BUILT-UP ROOFING SEE FINISH SPECS GRADE = PVC PIPING 4 FIN. FLOOR SERVICE LINES NOTE: N USE SIMILAR DETAIL (+) FOR OTHER ROOF O PENETRATIONS N Z 0 WAT2! H EA T KP"`0UA`F P"ENETRATIO 0 REVISIONS CONSULTANT ARCHITECT Q C: lid � d- _ C: faQ Cll N x CL u' E v ._.. m Cz N CO � IL O N O i � 0 t� t �-' 00 0-) 0) • 'u (� Ne Q v- i Chi C) E REGISTRA TION PROJECT NORTHGATE MARKET #15 1010 S. MAIN ST. SANTA ANA, CA SHEET TITLE ROOF PETAILS SCALE DRAWN BY CHECKED JOB NUMBER 24072 DATE 10-15-04 Keller Associates Barre REVISIONS CONSULTANT ARCHITECT Q 4 —J U O V) Cz � .2 Nrn Q 0 m (� cz LL o CU z ." N CO � C\j co Q0NO Cz .� O3 O CZ w N CnUNN U') to �y += N r- V/ U 000 �CY?m, ctS r,, i Q d. d. r- _ Cil 0 E REGISTRATION ARC&l�F ��SED v� C,. RRE' 0.. C9474 NEWAL DATE: JUNE 30, 2005 F 0 C P, PROJECT NORTHGATE MARKETS STORE #15 11072 MAGNOLIA GARDEN GROVE, CALIFORNIA SHEET TITLE FiNTERIOR ELEVATIONS AND SECTIONS SCALE SCALE: 1 /4" = 1'-0" DRAWN BY MAK CHECKED MAK JOB NUMBER 23072 DATE OCTOBER 20, 2004 SHEET NUMBER r CA ! c) CD N ,w- ....-... m -. ._. WALL OR cv PARTITION 1 /2'° MARLITE MARLITE PANELS PANELS �? 1 1/2 " DIA. rl 4211 czl s . MIRROR �...� C -05 2}-n1! !Q1.1D1 OR 'E' AS 3}"®'} t6 co 24 Lo REQUIRED T-- CONTROL MIN. MAX. ON WIDE C L ' $" SIDE 18}! L6 0000 MIN. Z ---- 4 'l, 0) cv ao co 0 ey)cy) M "co � co � � � ��ti JJ n ti.t/ CL S SEE PLUMBING PLAN REQUIRED CLEAR � FOR FIXTURE TYPE cz AREA rff� i S A N I T A R% "y' P A P E r R TOILET SEATMIRROR i U R I -� LAVATO I DBF. cz 6 mm 1 %101 5"' u` E L L A E 0"t 0 % um'' to"o "i' A U U ES' A t`; 1 rt"." I L I T ky'ff L E A R 'Am &I MR A 0 P& E DISPENSER DISPENSER DISPENSER 'I MIN I CEILING 31-411 SIGNAGE OR OTHER � SPEAKER OBSTRUCTION IGN MARLITE �" , -WHER REQUIRED PANELS 5/8" WATER RESISTANT r -" _ — SIGNAGE GYP. BD. TYP. I # SEAT COMER 1i SEE PLAN DISPENSER 30 D I S P -..--36"W S.C. DOOR HOLDER FLUSH CONTROL, STRODE __. MAXIMUM PROJECTION GRAB BAR ROLL PAPER ❑ ANY EQUIPMENT 250# CAPACITY WITHOUT STOP l.eF.E. CABINETS OR W ELEC. PANELS) �_� pG � 4" FROM WALL, TYP, 18 24 _ W 0 , T 36`�� �. U ` ` ' _ '_ f r DOOR FRAME 00 MANUAL � PAINT TO MATCH _ 18" �r ® PULL a WALL U.N.O. ( it FIRE -f , 1 - ¢ - ca STATION O�� . OR CONTROL 0 =' c, f r CO ® 00 z 00 -01MAX _ _ c � SECTION PLA x 0 Imo— O UJ APPROVED LEVER HDWRE ay COMPLY Wl CALIFORNIA PLUMBING CODE �co W W N � 11 SEE DOOR SCHEDULE r- T � U �- � p OUTLETS � Q> 1---4 N Lo Lo L - J O T NOTE: COMPLY WITH CBC 1998 AND AMERICANS W/ DISABILITIES ACT EXIT SIGN 4" TOPSET BASE COMPLY W/ CA, PLUMBING CODE (CPC), CHAPTER 15. WHEN REQ'D UNLESS NOTED OTHERWISE ACCESSIBLE TOILET ACCESSIBLE 2 MISCELLANEOUS 114 THICK 114 THICK ' CONTRAS TING COLOR ry ry ! I 1 1/2" S STL GRAB ; . MIN. (3) #0 TACK SCREWS w _... - _ _ N_ BAR W/CONCEALED BLKG TO EACH STUD I ANCHORAGE -- # ! (2) 4" X 20 GA. BLOCKING co z # ! _ — 3" FLAT E HEAD SCREW c�c 01 . a: CLEAR/LE L { GYP BOARD m z m ; 114" THICK y CONTRAS TING COLOR +� STUD BEYOND 60 1 1/2`° MINIMUM MINIMUM �C # NOTE: # NOTE` MR Y W1 CHAPT. 11, CDC & ADA SEE SECTION 11158.5 ca 16 DOOR CLEARANCES 13 UNIVERSAL10 DISABLEDGRAB BAR 7 a c� IREVISIONS ARCHITECT � f • • • to < . sco • .. • r, • «. REGISTRATION I PROJECT ISHEET TITLE JOB NUA6ER 24072 ' �J DATE 10-i 5-04 SHEET NUABE? FINISH Locations Floor O '� 0 ® Walls Ceilings = O a� W Remarks L O® im m E E ix Room Name O O North East South West O W 2 N °_ iz •CD _ O to '_ Q� cn 'E ii Q� a tta °E ii O M a °E U. STORE 100 ENTRY 7 12/16 2%6 %6 101 BAKERY PREP 6 16 GWB 24 GWB 24 GWB 24 GWB 24 39 102 BAKERY STORAGE 6 16 GWB PC-8 GWB PC-8 GWB PC-8 GWB PC-8 GWB 104 PRODUCE AREA 4 12/16 GWB PC-1 GWB PC-1 GWB PC-1 41/12C- - 105 MEAT SALES 6 16 - - 27/26 - - 39 EXISTING CEILING 107 WOMEN'S CHANGE ROOM 6 16 GWB PC-1 GWB PC-1 GWB PC-3 GWB PC-1 GWB PC-1 PAINT SHALL BE ENAMEL FINISH 106 MEN'S CHANGE ROOM 6 16 GWB PC-3 GWB PC-1 GWB PC-1 GWB PC-1 GWB PAINT SHALL BE ENAMEL FINISH 108 JANITOR 1 13 GWB PC-8 GWB PC-8 GWB PC-8 GWB PC-8 38 PC-8 PAINT SHALL BE ENAMEL FINISH PAINT �#— MANUFACTURER NUMBER COLOR SUPPLED INSTALLED BY c � BENJAMIN MOORS HC-36 HEPPELWHITE IVORY GEN. CONTRACTOR 2C BENJAMIN MOORE HC-70 VAN BUREN BROWN GEN. CONTRACTOR BENJAMIN MOORE 2155-50 SUNTAN YELLOW GEN. CONTRACTOR 8C PC BENJAMIN MOORE EXTERIOR- SEMIGLOSS ENAMEL ESSEX GREEN GEN. CONTRACTOR 4 BENJAMIN MOORE AC-8 BUTTROCK GEN. CONTRACTOR b e BENJAMIN MOORE 2156-40 AUGUST MORNING GEN. CONTRACTOR PC BENJAMIN MOORE HC-75 MARYVILLE BROWN GEN. CONTRACTOR 7 5 PC s BENJAMIN MOORE BRILLIANT WHITE GEN. CONTRACTOR PC 9 BENJAMIN MOORE AC-4 YOSEMITE SAND GEN. CONTRACTOR NOTE 1. ALL WALL PAINT TO BE EGGSHELL FINISH UNLESS NOTED OTHERWISE OR REGULATED OTHERWISE BY LOCAL HEALTH DEPARTMENT rAM WALL FINISH DETAIL • MEAT NTS. MATERIAL SCHEDULE E O M = Z M E � °°—�' Material Size Description Remarks 1 CONCRETE AS DESIGNED RAW CONCRETE - NATURAL SEALED - LIGHT BROOM FINISH 2 CONCRETE AS DESIGNED RAW CONCRETE - NATURAL SEALS - STEEL TROWEL FINISH RUSTOLEUM 6500 CLEAR EPDXY OR APPROVED EQUAL 3 CONCRETE AS DESIGNED SINAK- RELAY, FLOOR RESURFACING - COLOR RUST ARCHITECT 41 FINISH N 4 CONCRETE AS DESIGNED SINAK- RELAY, FLOOR RESURFACING - COLOR MI AEA IA MIX ARCHITECT SHALL APPROVE FINAL COLOR L. O 5 O 6 QUARRY TILE 6"X6'• VERIFY QUARRY TILE SPECS PRIOR TO PURCHASE RED E Y R NET 144 BRICK R T 7 VINYL TILE 1'x1' ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE SEE FLOOR COVERING SCHEDULE & FINISH PLAN A7.1 FOR COLOR LOCATIONS 8 CERAMIC TILE 2"x2" MOFINTH ED MEDIUM BROWN ABRASIVE D 9 CONCRETE 1 1/2 THICK RAW CONCRETE- LIGHTWEIGHT 10 CARPET SEE PLAN AMBRIDGE - LEN COE 111 #35902 ARTISAN 26 oz FORCE WEIGHT ARCHITECT TO REVIEW SEAMING PRIOR 11 TOPSET BASE- COVED 4" TOP SET 12 TOPSET BASE- COVED 4" ALLSTATE BLACK TOP SET 13 CERAMIC COVE 4"x4" W/ COVE DALTILE- K 185- ALMOND - O O 14 WOOD BASE 4"x8"98VALftS FIR WOOD BASE W/ ANCHER BOLTS M 15 16 QUARRY TILE 5"x6"x W 3/8" RED VERIFY QUARRY TILE SPECS PRIOR TO —PURCHASE 17 STANLESS STEEL AS DESIGNED 1/2"R COVED S.S. 26 GA O/ CONCNCRETE CURB EXTEND S.S. BASES 2" UP WALL PAST CURB INTERIOR & EXTERIOR 18 CERAMIC TILE 4"X 4" LACE/BR TALAVERA (RUST-PATTERENED) MEXICAN HAND CRAFTED TILE INC. - SANDIEGO CA. 858-689-9596 19 CERAMIC TILE 2"x2" TERRA COTTA TALAVERA (RUST) MEXICAN HAND CRAFTED TILE INC. - SANDIEGO CA. 20 CERAMIC TILE 2"x2" VERDE TALAVERA (GREEN) MEXICAN HAND CRAFTED TILE INC. - SANDIEGO CA. 21 CERAMIC TILE 4"x4" PANRELO BLANCO TALAVERA (PATTERNED) MEXICAN HAND CRAFTED TILE INC. - SANDIEGO CA. 858-689-9596 22 CERAMIC TILE 4"x4" SUPREMA- NEWYORK WHITE MEXICAN HAND CRAFTED TILE INC. - SANDIEGO CA. 858-689-9596 N 23 CERAMIC TILE 4"x4" & 2" X 2" AZUL TALAVERA (COBALT BLUE) MEXICAN HAND CRAFTED TILE INC. - SANDIEGO CA. 858-689-9596 24 MARLIGHT LAMINATE 48"x120" WHITE INSTALL W/ COLOUR INTEGRAL TRIM MOULDING IN MATCHING COLOR 25 BRICK VEENEER 5/8"x2 1/4" x CASTAIC BRICK - SAN RAFEAL UNGLAZED-W/ EZ M81/4" 200 SERIES,TYPES COLOR 26 STANLESS STEEL SEE PLANS STAINLESS STEEL 26 GA. OVER SUBSTRATE 27 CERAMIC TILE 4'•x41• DALTILE- # K185-ALMOND- SEMI 28 GLASS STORE FRONT WINDOW WALL & DOORS 29 EXTERIOR STUCCO SEE EXTERIOR LAHABRA #X-53 PURE IVORY (BASE 100) APPLIED OVER CMU PER MANUFACTURE RECOMMENDATION 30 CERAMIC TILE 4"x4" DALTILE- #K165-ALMOND- SEMI GLOSS- REFER TO INTERIOR 31 32 MARLITE LAMINATE 48"x120" "ITE FRP- #P-199 - BRIGHT INSTALL W/ COLOR INTEGRAL TRIM MOULDINGS IN MATCHING OR v 33 GYPSUM BOARD .�AFF 34 STAINLESS STEEL 5" TO 3'-6" STAINLESS STEEL 26GA• OVER SUBSTRATE SEE DETAIL 3/- THIS SHEET 35 36 37 CANTERA STONE AS DESIGNED PINON REFER TO INTERIOR & EXTERIOR ELEVATION FOR LOCATION 38 LAY -IN ACOUSTIC CEILING ARMSTRONG- MINBOARD-CORTEGA #769 INSTALL W/ EXPOSED TEE GRID SYSTEM- TILE 2'x4' WHITE WHITE 39 LAY -IN WASHABLE C CEILI ACOUSTI2'x4' ARMSTRONG- CLEAN ROOM VL NONPERFORATED- INSTALL W/ PRELUDE 15/16 EXPOSED TEEGRID SYSTEM - TILE WHITE WHITE GYPSUM WALLBOARD SEE PLANS PAINTED -SEMI GLOSS LATEX EGG SHELL REFER TO REFLECTED CEILING PLAN & FINISH SCHEDULE 40 FINISH FOR COLOR & LOCATION PAINT ALL STRUCTURE, EXPOSED DUCT 0) 41 EXPOSED STRUCTURE SEE PLANS BENJAMIN MOORE #HC- 70- VAN BUREN WORK & INSULATION & ROOFING SUPPORT COMMON O BROWN COLOR BRUSHED FINISH STAINLESS REFER TO FINISH PLAN - INTSTALL V 42 STAINLESS STEEL STEEL W/ S.S,TRIM GYPSUM WALLBOARD SEE PLANS OR BRA - #X-53 PURE 43 W/ STUCCO FINISH (BASE 100) LAHABRA - #X-53 PURE 44 EXTERIOR SOFFIT SEE PLANS IVORY (BASE 100) 45 EXTERIOR TRIM SEE PLANS LAHABRA - #X-71 MIAMI PEACH (BASE 100) 45a EXTERIOR TRIM SEE PLANS LAHABRA - #X-475 VIEGO (BASE 200) 46 PLYWOOD 1/2" THICK 47 STAIR NOSING FULL TREADVULCANIZED RUBBER- BLACK 90 NOSING USE W7 MATCHING RUBBER RISER & RUBBER I: ANDING TILE C 48 CMU WALLS PAINTED WHITE- OIL BASED ENAMEL PC-8 y 49 CMU WALLS WALL BUMPER 50 PLASTIC LAM MILLWORK AS DESIGNED NEVMAR-BURGUNDY, TEXTURED #S1015T ARMORED PROTECTION T CUSTOMERSERVICE—CERAMIC TILE APPLY FULL HEIGHT 51 DURA ROCK 52 CANTERA STONE AS DESIGNED PINON 2"X 2" AZUL TALAVERA (BLUE) ..� � ♦ � .� +mot NOTE: W W] ILI MANUFACTURER Buttercream- • -Contr. Cayenne Red Gen. Contr. v' •.Gentian Blue Gen.Contr. v • =- Green Gen. Contr. A I` A 1 All Tiles to Be 12" X 12" Unless Otherwise Noted. 2 Tile Grain to Run Front to Back of Store Unless Otherwised Noted. 3 ere Two Tile Thickness borne - Provide Transition Required to Pro uce Flusjoint, 4 All Exposed Wall Areas to Have Coved Topset Base. 5 Verify all Floor Finishes With Local Health Department Before Proceeding. 6 Verify all Tile Alignment Per Plan With Fixture Locations & Dimensions Prior to Startong Work. 7 Written Dimensions Have Precedence Over Scale. g Any Discrepancies With Job Site Conditions Contact Keller & Barre' Associates Before Proceeding. 9 Samples of All Material Specified Herein Avalible from Keller& Barre' Associates Upon Request. 10 Gen. Sales Floors to Carry Underneath the Cases Carry Continuous to Perimeter Shelving & Fixtures, Interior /Bldg Walls, Unless Otherwise Noted. Verify Extent With Keller & Barre' Associates. - , GENERAL SALES FLOOR (TYP.)- M UCE, ,AKERY d- 66 1 0 N d- co C3 r.I CZ -i3 Cd r i SvL L6 T 0) Cr CVI Imo• CO N CZ (D CA CZ N N 4—I CZ U Cn REVISIONS CONSUL TANT ARCHITECT i • • • • • ro •• \ CZ C\l co CL • • • • •• • • w ' • • REGISTRA TION BARRE' G. NO. C9474 R NEWAL DATE: JUNE 30, 2005 F OF CA��C� PROJECT NORTHGATE MARKET #15 1010 S. MAIN ST. SANTA ANA, CA SHEET TITLE SCALE DRAWN BY C CHECK JOB I1K/A�ER 24072 DATE 10-15-04 Sir NUMBER k-ul 1 V4 11 . 1 - vi If• s.- �. I , III 1� 11 i i , K WORM � ' REV1S10NS I CONSUL TAN ARCHITECT aC }� T fo . o w V U p c: Y o � m CZ � CV V ) o N co " CD cz w U) U Lo Lo i W Ci'� t3� tCi Q t- m m E REGISTRA TION ��SED A RC&/T RE' C9V4 . R AL D JUN 30 5 F OF CA��FQ� PROJECT ISHEET TITLE SCALE AS SHOWN DRAWN BY DH CHECKED DH JOB NUMBER 24072 DATE 28 JAN 05 SHOT NUMBER - <;eller Associates --,drre 1— 12-05 OWN R. R Im IftA JrAftm " ar A A Raw • IV low %of %V 9 IT frol-I I I wir v NORTHGATE MARKET #15 1010 S. MAIN ST. SANTA ANA, CA r_-If-HT--Jl-L JOB NUMBER 1 24072 DA 7*E 1 10-15-04 ^Aff a of it's � � 1 4 3/4" o d t-- NOTE: 44 (E} ROOF BEAM ENTRT by A rKr E or ANT LO Keller BLD STANDARD LEVER HARDWARE T tP BE SCHLA E L 03P1 5 C) BRONZE, "A"WROUGHT ROSE, FINISH °°613°° OIL RUBBED BRONZE(Yc*©[�� ASSC)IatS OR OTHER APPROVED EQUAL. /" GYPa6.✓D. BOTH � � SIDES Ol 4" MTLa STUDS ���r1yj ��}a�jg /�� 1 as !ai s \i/ a co 1-* 1 ri K. E T-111 PAINT ENTRY SIDE ONLYZ 00, SIDING R IS/oNS i �I ��Illlll�fff IIIIII�lllllllllllllllllll11111 . i i cz TILE FINISH WNER REV.01-01-05 MTL DRIP (E) T-BAR CEILING I GOAT NOOK BL. STUD JAMB,HEAD c SILL >i . � . i I ANCHOR - 3 PER JAMB i a��� CONTa CAUL (TYP.) cr, H.M. FRAME , a CONSULTANT I I I I I I 1/4" CLEAR. ____ GLASS � C*5/CONT. METAL TRIM SCREWED TO FRAME @a P O.C. .� cz LEVER KICK PLATE @ PUSH/PULL PANIC BAR a� PUSH SIDE, TYP " x 4 1 /2" EXCEPT PRIVATE KICK PLATE Cia 1 3/415/16 � I441 CLEAR GLASS CAULK ALL EDGES OFFICES BOTH SIDES, TYP. . STOREFRONT � NOTE: BRONZE, TYP. ALUM DOORS SHALL BE OPERABLE W/ A SINGLE EFFORT STAIN. STL @ 5 3/4- WITHOUT SPECIAL KNOWLEDGE. GROUND LEVEL 3 EXIT DOORS SHALL BE OPERABLE W/O A KEY. ARCHITECT A A ko A NO SCALE SCALE: 3" = V-0" INTERIOR WINDOW FRAME " C C" E P"' T A rb"% L E D 0' 'U"R F 1' A KUWARE Q CD ...a,�a cn -� • � try V IN I uA' K E X T E 0 Kwo' 104 F 1 0 ---- COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD ^1 ,-- A 4 0) x FIN. FLOOR FLUSH AND EVEN p Q �" A 6 l a s m Ct"I .E C J co ALUMINUM AND � n � I�.. � c THRESHOLD WHERE REQUIRED TEMPv c� �. a o a (E} PLASTER O/ V ,� ca cv cv 'D GLASS DR a a Q o `°_'' >,, � m C3 co (E) CONC.WALL _.._, 112" MAX. � a d ° Q Y 00 m 0-) 'ct� PILE %}L�Iti7tll 4i p �o d p SEALANT - a-) cs> E — — -- — HOLLOW METAL FRAME REGISTRA TION 1/4" TEMPERED r — _ — p ARc` — 1 /2"o X 6"CONC JAMB E.B. ��s� yl� TRANSITION BETWEEN FLQQR, FIRISBa GLASS AT 24" O.C. MAX. NI/ c� MATERIAL TRANSITIONS TO OCCUR �7a C/L OF CLOSED DOOR U.N.O. R GROUT FRAME SOLID 74 ( TYP.} JU 3�0, 2Q 5E: ALUMINUM 1 15/16"1 15/16 ° H.M. DOOR OF CA1-1�0� _ CONCRETE SLAB THRESHOLD PROJECT a 1 /2" MAX. 5 3/41 6 '°•°°••" 2 NORTHGATE MARKET #15 1 v 1010 S. MAIN ST. a x a d SANTA ANA, CA N a SECTION @ STOREFRONT 8 5 HM DOOR HEADER @ (E) CONC. WALL SCALE: 3" = 1'-0' SHEET TI TLE T 4 ' 3/4" MAX. LEVEL CHANGE ®G®R W/O SLOPE TRANSITION mE T S`A L E MEAT u"nuITTING DETAILS s / Pt GYP.BD. BOTH 4 d Q a G SIDES ON STUD ALL r ' / 2x4's @ 16°° a o t a � a' O SCALE Aw PAINTEDabQ°� ©� � � °�°�°�- p o P Q o (E}GONG. VERIFY 2:1 SLOPE �7a 1/2" MAX. BEVEL o O a d o a Ip I b �, _ DBL. 2x4 JAMB ., B 4 A Q yJ 4 ( A SEALANT 1- DRA WN BY A CH R - PE J MB _ _ — _ HOLLOW METAL FRAME W C NT. CAULK (TYP.) � __ __ _ — __ __ � CHECKED �-- ---- - MASONRY JAMB ANCHOR AT 24" O.C. MAX. N H. . FR ME --- GROUT FRAME SOLID Q JOB NUMBER ( TYP.} ''� �E HA 24072 Q 15/16' 1 15/16' 1/4" CLEAR GLASS MATE NOTES: 3/4'' S 3/41110-15-04 1. REFER TO ACCESSIBILITY NOTES SECTION "N" DOOR ® SHEE UMBER MEN So u IL AV t'V 1` 9 FLUUM LEVEL UHANU00%EFULL SCALETYPICAL9 t,� --__��-______�___-____-_--_-__�____'_______-_-______--- __'_-____--_-_-_____'__-___-_'-'-_-�________-- --____'_-____'_�_-_-__-_____�-�____ __--_-_-'_-___'_-_-.- r � A. The following otoo ore oppDooble to all drawings in oddiUun nr to the pro 'e�t spet[�ocdiono. -he 0�nmno| Notes -take � precedence over the specifications. B. A p)icob| Bt��oturm( Cod� - California Building Code | test Edition' C. The Contractor shall use nnoterio|a and mrnp|oy construction methods in order to comply with the drawings cind speoiflootion��, VVhere to conflict occurs, the strictest design shall govarn. Engineer's review of Shop Drawings, product data, etc. doea not relieve the Contractor from rnee-t\ng the Contract Docurnwnts' The Contractor oho|| inform the Engineer in writing of' any opeo7fic deviations and obtain Engineer I written oppr�vo| for the specific deviation., D. The Structural Drawings oho|} be used in conjunction with Civil, ArohitmCtura). Mechanical, Fire Sprinkler, and E[eotricoi Drawings. The Controctor is responsible for coordination oi- oil requirements into the Shop Drawings and construction, E. The structure shown on these, drawings is atruCturo||y sound only in its cornp|eted form. The Contractor shall temporarily shore and izwoce all morth, forrna, cunorete, steel, wood, rnosonry, to resist gravity, earth, wlnd, eeiarnio. thermal, construction and miscellaneous loads during construction. The Contractor 5hoi| hire and pay c Professional Structural Engineer re imt d in the State of California to design and inspect (o|| ternpurury shoring and bracing. F. |t is the Controotor'o sole responsibility to follow o\| applicable o�fe-` codes and regulations during all phases of conatruction^- Wind: 70 M.P.H., Exposure `C' Seismic: Zone 4. N =1.0 I Structural Stee: A. Steel ohoU conform to the following grades: VVF Sections A892 ( OR A572 (Fv=50) Channels, Angles, Plates, ETC. /UNO\ A572 (F»=�O) . OR AJ6 Structural Tube A500 (Fv=46' Steel Pipe A501 OR A53 Anchor BCdtn A307 Bolts A325 Welding Electrodes E70XX B. All structural, smym| aho|| be detoDed, fabricated and erected in accordance with the A|SC code of etondnrd practice /1��2). except oa modified in these notes and the project mpeo�iuotiono. 41- A. All structural steel welding oho|| conform to American Welding Society Standard D1.1, latest edition. B. Reinforcing,ot!�e| welding aho|| conform to /ANS D1.4. Reinforcing shall conform 'Co ASTIVI A-706, C. All structural stee{ ond reinforcing steel welding e|eeofrodes shall conform to AWS A5.1 or A5.5 E-70XX. '^ 5� Wood Framin g: , A. Conform to N-otional Oeoiqn Specifications for Wood Construction, published by the National Forest Products Association. ` B. Unless noted, use Douglas Fir - Larch, 19% rnoxirnurn M.C. as follows: S, uhpur|ina` plates and blocking- No.2 Jo[stm, puHins' .baarnu and headers: No. 1 ' MetalC. ��o| con shoU be fastened ir, 000mndonom with the ' rnonufnotunar o instructions to develop the rnaxinnunn pub|iohed ~ `~ capacity. D. Unless noted,� oU nails shall be common nails in oCoondonoe with Federal Specifications FF N1O5B Where eoti are not with nailing schedule on 'the � shown drav}n - ' - -' g'compls. Al, inoils "n , ' air—conditioned ' 'heotad oneoa ohoU ~ be galvanized, ~ E. For wood tm _­mw0od connections, -spoc7ng of the noOo shall not be less than the �wood or the ��om� oV� member thickneso. Edge or end distance ahoU be rnininnurn 2 the nail spocing, F. Toe naUs ahQJ| be driven at an angle of 30 degrees to the piece ond be started at the nail length from the end of the piece. Q. All bolts shall be AETIVI A307, furnished mth standard nut and washer. H` Log screws qnd wood aonawa shall oornp|v with AXSJ. E318. A. Special |napo(�.Von is required for the following activities, ?. All field welding shall be continuously inspected. 2. All epoxy anchoring syoterns. B' Failure to notify the Special Inspector may result in Contractor.hoving to r«�nve work for the purpose of inspection at Contractor's expense,. E. Premature no-tification for inspections will result in on additional in5pection with all expenses and fees poid by the Contractor. P L A IN' F?11T H P1 A B J 11 L D I C K F 1�d (0 �" D� ' ^ . '...`' (� 4x^� TYP '"° ~ ~ _ ~ ^ 8-10d MIN ALL SIDES ' ALT: 8-410 (M|N)x1'/" LQ SCREWS EA SIDES B/4x6 EA END OF vr'.s .', 3HTG EX|SVG 2x HALF BASES EQUALLY' SUBPURL|N, TYP L-EX|ST'G Jr ATTACH END | `` 4 ------/ LJ \4x, Typ OF NBW 4x6 T0 ' EX|ST'G 4x PURL|N, TYP-/ NEW OPNG --------~7 EQEQ ! 3 c,-r J�--'--~--� ---- EX|SVG PLYWD SHT-3 5/ \2�1' U E.Sz- 4x Ex}SVG vvr ' THRU BOLTS GIRDER _<wP 16 C_,"T 10 1 NEW 4x6 3-5\MPSON 'BC40` CONNECTORS TO NEW 4x EX|'G ' PLYWD SHTG pz /7 NBN MAU W7=18O LBS ��LAN h��[]11H F-}���[� F) A R T I A' L R 0 0 F F R ��,Af' G P L KIN' NEW DPNG 2 PS,ON 'LSTA18` Od 0 4x & 5-#12 SCREWS @ CURB------__ r., _` T 10 NEW 4x EX|ST'G VVF B&4 NEW A/C WT=1O0O LB3 UNITS SUCH THAT NEW FRMG IS LOCATED �J LL AT EXISTG CONC WALL EX|ST'Q 4x12 PURL|NS @ B'-O" O.C. 7-N 4x14 EX|SST 'G PLYWD SHTC 5T/ NAILER BOLTS WALL NEW 4x B/G LB USE HIJI HIT HY-150 ANCHORING SYSTEM — E C-3' T 10 ARC§*'T.FCT m� ILL tit REMODEL STORE A16 1010 S. MAIN ST SANTA MA, CALF 8NEETTMILE GENERAL NOTES, PARlh, ROOF, RMV Pz PLM, SETIONS-D) VILEEMILS