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SPIX <br />4th & Main <br />05/01/2024 <br />WE <br />L <br />L <br />S <br /> <br />F <br />A <br />R <br />G <br />O <br /> <br />B <br />A <br />N <br />K <br />4T <br />H <br /> <br />& <br /> <br />M <br />A <br />I <br />N <br />10 <br />1 <br /> <br />W <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />B <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />6 <br />A12/06/24 <br />B03/19/25 <br />C05/15/25 <br />WELLS FARGO BANK NEW ATM - 4TH & MAIN <br />SHEET SCHEDULEVICINITY MAP <br />PROJECT TEAM <br />PARCEL MAP PROPOSED RENDERING <br />ABBREVIATIONS <br />SYMBOL LEGEND <br />N <br />N <br />PROJECT OVERVIEW <br />INSTALL ATM WITH NEW ATM ENCLOSURE AND ASSOCIATED WORK. <br />SQ SQUARE <br />CLR CLEAR <br />HDR HEADER <br />H.S.B. <br />INT, INTR <br />HORIZ, (H) <br />LONGIT <br />JST(S) <br />LB, # <br />COL <br />CONC <br />CONN. <br />CONST <br />DIA, Ø <br />DIAG <br />DLT <br />DBL <br />CSK <br />CONT <br />DWG <br />HGT <br />JNT <br />MAX <br />M.B. <br />LG <br />DIAMETER <br />DIAGONAL <br />DEEP LEG TRAC <br />CONCRETE <br />CONNECTION <br />COLUMN <br />CONSTRUCTION <br />DOUBLE <br />CONTINUOUS <br />COUNTERSINK <br />DRAWING <br />STGRD <br />STIFF <br />STRUC <br />STL <br />STRUCT, STR <br />T.O.C. <br />T.O.F. <br />T.O.S. <br />T.O. <br />T&B <br />THD <br />LONGITUDINAL <br />MAXIMUM <br />MACHINE BOLT <br />HIGH STRENGTH BOLTS <br />HORIZONTAL <br />INTERIOR <br />HEIGHT <br />JOIST(S) <br />LONG <br />POUND <br />JOINT <br />TOP OF CONCRETE <br />TOP OF FOOTING <br />TOP OF STEEL <br />TOP OF <br />STIFFENER <br />STEEL <br />STRUCTURAL <br />STAGGERED <br />STRUCTURE <br />THREAD <br />TOP & BOTTOM <br />(E), EXIST <br />EMBED <br />EL, ELEV <br />EXT, EXTR <br />F.O.C. <br />FRMG <br />GALV <br />EA <br />A.B.ANCHOR BOLT <br />BLW, BEL <br />BTWN, BET <br />BLDG <br />A.F.F. <br />ALT <br />AGL <br />ABV <br />BLK'G <br />BLKD <br />B.O. <br />B.O.W. <br />BM <br />BRG <br />BOT. <br />C.I.P. <br />C.J. <br />C= <br />C/L <br />E.W. <br />E.S. <br />E.F. <br />BUILDING <br />ABOVE FINISHED FLOOR <br />ALTERNATE <br />ANGLE <br />ABOVE FIN <br />FLG <br />FLR <br />FND <br />F.O. <br />F.P. <br />GA <br />FTG <br />GRD <br />BLOCKING <br />BELOW <br />BLOCKED <br />CONSTRUCTION JOINT <br />BEARING <br />BETWEEN <br />BOTTOM OF <br />BOTTOM <br />BOTTOM OF WALL <br />CAMBER <br />CAST IN PLACE <br />BEAM <br />CENTER LINE <br />@ <br />& <br />DWL <br />AT <br />AND <br />NEW(N) <br />EACH <br />O.H. <br />O.C. <br />OPEN'G <br />SPCG <br />SCHED <br />S.O.G. <br />SMS <br />SIM <br />EACH WAY <br />ELEVATION (DATUM) <br />EACH SIDE <br />EMBEDMENT <br />EACH FACE <br />FACE OF CONCRETE <br />FULL PENETRATION <br />EXTERIOR <br />FINISH <br />FLANGE <br />FOUNDATION <br />FACE OF <br />GALVANIZED <br />FLOOR <br />FRAMING <br />GAGE <br />FOOTING <br />GRADE <br />REMOVE <br />PLATE <br />OPENING <br />PIECE <br />OPPOSITE HAND <br />ON CENTER <br />RELOCATED <br />REFER TO <br />REMOVE & RELOCATE <br />SPACING <br />ROOF <br />SCHEDULE <br />SIMILAR <br />REQUIRED <br />REQUIREMENTS <br />SHEET METAL SCREW <br />SLAB ON GRADE <br />REINFORCING <br />(R) <br />PC <br />P/L, PLT <br />(RE) <br />RE: <br />REQM'TS <br />REQ'D <br />REINF <br />RF <br />(R/R) <br />NIC <br />MIN <br />EXISTING <br />DOWEL <br />NOT IN CONTRACT <br />MINIMUM <br />STRUCTURAL TUBING,TS <br />UNLESS NOTED OTHERWISE <br />WITHOUT <br />WITH <br />TYPICAL <br />VERTICAL <br />(TUBE STEEL) <br />W/O <br />VERT, (V) <br />U.N.O. <br />W/ <br />TYP <br />WEIGHT <br />WORK POINT <br />WELDED HEADED STUD <br />WATER RESISTANT <br />WELDED WIRE <br />FABRIC <br />WOOD SCREW <br />W.P. <br />WHS <br />W/R <br />W.W.F. <br />WT, WGT <br />W.S. <br />TRANSVERSETRANS <br />T.O.W. TOP OF WALL <br />P.T.PRESSURE TREATED <br />OVEROVR, O/ <br />FINISH FACEF.F., F/F <br />FINISH FACE OFF.F.O. <br />PROJECT DATA <br />SCOPE OF WORK <br />A0.0 <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />GE <br />N <br />E <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />N <br /> <br />JOB: <br />DRAWN: <br />SCALE: <br />DATE: <br />REV <br />OF <br />NOTED <br />Im <br />p <br />l <br />e <br />m <br />e <br />n <br />t <br />a <br />t <br />i <br />o <br />n <br /> <br />S <br />o <br />l <br />u <br />t <br />i <br />o <br />n <br /> <br />S <br />e <br />r <br />v <br />i <br />c <br />e <br />s <br /> <br />I <br />n <br />c <br />. <br />59 <br />0 <br /> <br />W <br /> <br />C <br />e <br />n <br />t <br />r <br />a <br />l <br /> <br />A <br />v <br />e <br />, <br />S <br />u <br />i <br />t <br />e <br /> <br />C <br />Br <br />e <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />2 <br />1 <br />71 <br />4 <br />. <br />7 <br />3 <br />8 <br />. <br />7 <br />9 <br />3 <br />5 <br />SACRAMENTO, CA 95820 <br />3701 BUSINESS DR, SUITE 100 <br />POINT 2 STRUCTURAL ENGINEERS <br />STRUCTURAL ENGINEER <br />c/o BRAD J. ROLLINS <br />916.452.8200 <br />No. 2837 <br />SANTA ANA, CA 92701 <br />JOHN ADGER <br />OWNER <br />101 W 4TH STREET <br />714.928.1000 <br />c/o O.C. MANAGEMENT <br />attn: GEORGE <br />SCOPE OF WORK: <br />·REMOVE EXISTING NIGHT DEPOSITORY. <br />·FRAME NEW INTERIOR 2x4 FRAMED WALL. <br />·INSTALL NEW DN430 ATM. <br />·INSTALL NEW WF9200 ATM SURROUND. <br />·INSTALL NEW CARD ACCESS LOCK & READER. <br />NOTE: <br />·NO ELECTRICAL WORK TO BE DONE. USE EXISTING <br />OUTLETS. <br />EXISTING RENDERING <br />21ST FLOOR <br />SAN FRANCISCO, CA 94105 <br />525 MARKET STREET <br />WELLS FARGO BANK <br />PROJECT PROPONENT <br />BREA, CA 92821 <br />c/o MICHAEL JOHNSON <br />590 W CENTRAL AVE, SUITE C <br />ISSI INC. <br />PROJECT COORDINATOR <br />714.956.2827 x204 <br />IMOCMNGT@GMAIL.COM <br />SITE ADDRESS: <br />101 W FOURTH ST UNIT B <br />SANTA ANA, CA 92701-4645 <br />PARCEL: <br />398-258-08 <br />LEGAL DESCRIPTION: <br />SANTA ANA CITY LOT 1 BLK 14 E <br />46.83 FT THEREOF LOT4 BLK 14 E <br />46.83 FT -INC WLY .37 FT ELY <br />LOT / BLOCK / TRACK <br />POR 1, POR 4 / 14 / TOWN OF <br />SANTA ANA <br />GENERAL PLAN: <br />DC-3 3.0 <br />ZONING: <br />TRANSIT ZONING CODE SD 84 <br />YEAR BUILT: <br />1986 <br />OCCUPANCY TYPE: <br />GROUP U - UNOCCUPIED ATM <br />CONSTRUCTION TYPE: <br />IIB <br />TOTAL AREA AND AGGREGATE <br />AREAS: <br />3975 SQ FT <br />NUMBER OF STORIES: <br />4 <br />OCCUPANCY LOAD(s): <br />0 <br />FIRE SPRINKLER - TYPE: <br />RECESSED PENDENT <br />OCCUPANCY TYPE: <br />B <br />CODES: <br />·2022 CALIFORNIA BUILDING <br />CODE (CBC) <br />·2022 CALIFORNIA ENERGY <br />CODE <br />·2022 CALIFORNIA ELECTRICAL <br />CODE <br />A <br />IRVING, TX 75062 <br />580 DECKER DRIVE, SUITE 170 <br />JAMES M. HAMILL <br />ARCHITECT <br />IRVING, TX 75062 <br />580 DECKER DRIVE SUITE 170 <br />JAMES M. HAMILL <br />ARCHITECT <br />p: 972.714.0420 <br />f: 972.714.0282