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Home My WebLink About2488-t-1.tifSAN S EVAI N E PAR K HUNTER'S 1� PLATELINE DIAMETER ABBREVIATIONS A.C. ASPHALTIC CONCRETE ACOUS. ACOUSTICAL A.D. RIDGE ALUM. ALUMINUM APPROX. APPROXIMATE ARCH'L. ARCHITECTURAL BLDG. CITY OF F O N TA N A CAL.IFORNIA SEN ERAS NOTES OWNERSHIP OF DRAWINGS 1. STUDIO 7 ARCHITECTURE + PLANNING EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT OT STUDIO 7 ARCHITECTURE + PLANNING. IN THE EVENT OF UNAUTHORIZED RE --USE OF THESE DRAWINGS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD STUDIO 7 ARCHITECTURE + PLANNING HARMLESS. INSTRUCTIONS REGARDING DRAWINGS 1. GENERAL NOTES, NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. 2. THE ARCHITECTURAL, CIVIL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS SHALL BE READ AS AN INTEGRATED DOCUMENT AND ANY ITEM REQUIRED BY ONE SHALL BE INTERPRETED AS BEING REQUIRED BY ALL. 3. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. 4. DO NOT SCALE THE DRAWINGS, 5. ALL DIMENSIONS ARE TO FACE OF STUDS, CONCRETE OR MASONRY UNLESS OTHERWISE NOTED. 6. PROVIDE 6 --INCH OR 8 -INCH STUDS OR FURRING THE FULL LENGTH OF WALL WHERE REQUIRED TO ACCOMODATE PLUMBING AND/OR ELECTRICAL INSTALLATIONS. 7. UNLESS OTHERWISE NOTED, ALL VESTIBULES, CLOSETS, COLUMNS, PROJECTIONS, RECESSES OR OTHER ADJACENT AREAS WITHIN SCHEDULED AREAS SHALL HAVE FINISHES AS SCHEDULED FOR THE RESPECTIVE SPACES IN WHICH THEY OCCUR. RESPONSIBILITIES OF THE CONTRACTOR 1. ALL WORK AND ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE BUILDING CODES AND OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS IN ALL CASES. IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT/ENGINEER ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 2. CONTRACTOR HEREBY GUARANTEES TO THE OWNER THAT ALL MATERIALS, FIXTURES AND EQUIPMENT FURNISHED TO THE PROJECT ARE NEW UNLESS OTHERWISE SPECIFIED. CONTRACTOR ALSO WARRANTS THAT ALL WORK WILL BE OF GOOD QUALITY AND FREE FROM ANY FAULTS OR DEFECTS. 3. TEMPORARY BARRIERS AND/OR PROTECTIVE CONSTRUCTION FENCE SHALL BE PROVIDED WHERE REQUIRED BY THE BUILDING DEPARTMENT AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RULES, REGULATIONS AND ORDINANCES GOVERNING THE THE PLACE OF CONSTRUCTION. 4. SANITARY FACILITIES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION PER APPLICABLE REGULATIONS. 5. CONTRACTOR SHALL ARRANGE AND PAY FOR ALL TEMPORARY SERVICES AND CONNECTIONS DURING CONSTRUCTION. 6. CONTRACTOR MUST VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES BEFORE STARTING WORK. 7. ANY OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND/OR GENERAL NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. 8. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS, PIPING, VENTS, ETC. AS REQUIRED. ALL SUSPENDED EQUIPMENT IS TO BE PROVIDED WITH LATERAL BRACING. 9. IF EXISTING FACILITIES ARE RELATED TO THE WORK, THE CONTRACTOR SHALL NOT DISRUPT THE EXISTING SERVICES OR UTILITIES WITHOUT FIRST OBTAINING OWNER'S PRIOR APPROVAL AND INSTRUCTIONS. 10. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT BEFORE CONSTRUCTION OF ANY BASES OR PADS TO SUPPORT SUCH EQUIPMENT. 11. CONTRACTOR SHALL VERIFY ALL PLUMBING AND EQUIPMENT SIZES BEFORE BEGINNING CONSTRUCTION OF CABINETS. RESTROOM 12. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES AND PROCEDURES. OBSERVATION 'VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OF THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND/OR HIS ENGINEERS, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH DRAWINGS AND SPECIFICATIONS,- THEREFORE PECIFICATIONS;THEREFORE NO GUARANTEE OF CONTRACTOR'S PERFORMANCE IS IMPLIED AND FIELD VISITS SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 13. CONTRACTOR IS RESPONSIBLE FOR TOTAL COORDINATION BETWEEN ALL SUBCONTRACTORS AND TRADES. 14. ANYONE SUPPLYING LABOR AND/OR MATERIALS TO THE PROJECT SHALL CAREFULLY EXAMINE ALL SUBSURFACES TO RECEIVE WORK. ANY CONDITIONS DETRIMENTAL TO WORK SHALL BE REPORTED IN WRITING TO CONTRACTOR PRIOR TO BEGINNING. COMMENCEMENT OF WORK SHALL IMPLY ACCEPTANCE OF ALL SUBSURFACES. 15. TEMPORARY BRACING SHALL NOT BE REMOVED FROM ANY ELEMENT UNTIL THE ELEMENT IS CAPABLE OF SUPPORTING ITS DESIGN LOAD. 16. ANY MATERIALS STORED AT THE SITE SHALL BE SUPPORTED COMPLETELY FREE OF THE GROUND, COVERED AND OTHERWISE PROTECTED TO AVOID DAMAGE FROM THE ELEMENTS. 17. CONTRACTOR SHALL PROVIDE SPECIAL INSPECTIONS AS REQUIRED BY SECTION 1.701 OF THE U.B.C. FIRE PROTECTION REQUIREMENTS 1. THE ENTIRE STRUCTURE SHALL BE PROVIDED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH U.B.C. CHAPTER C1 AND ALL OTHER APPLICABLE CODES AND REGULATIONS GOVERNING THE PLACE OF THE CONSTRUCTION, THE FIRE -- SPRINKLER SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND PRODUCTION OF THE REQUIRED DRAWINGS AND SHALL OBTAIN ALL REQUIRED APPROVALS AND PERMITS FOR THE SYSTEM. 2. CONTRACTOR TO PROVIDE MINIMUM FIRE PROTECTION FOR BUILDINGS UNDER CONSTRUCTION PER U.B.C. SECTION 904-.6o T41c;, �TI?-U0-TUR-C- 5Hj,-N J., �? a �19 E Spp_ 1N4 _L5_K IV5fzl 1=v�,17tkH#h GI`T*' OP -PI WANG N,D. 116P-7, rI I, 5 SFT4' I N K_Lr=R PLAN 15HA.I, �3e s 0 9� M 1 TTS TV AOL) E5Y TNF God P 195- 71ej �OJ Or- 'THe 5?N+I E315F ~ PI 1 Q --- I'LI�M P II�E� NOTA p�ovl LeL AT -THE [I-DN`i• Or- aA<,-H NEW z51N6La 9AM I L.Y, MUt.TIPL. Ft\MIL.`(, SNL INPUc�;TF?-IAL PU1I W_-0 FINAL (OFZPI NANe;�e NDi 1101) - .��a . [01 & AND CABINET @ AT CATCH BASIN CENTERLINE 1� PLATELINE DIAMETER ABBREVIATIONS A.C. ASPHALTIC CONCRETE ACOUS. ACOUSTICAL A.D. AREA DRAIN ALUM. ALUMINUM APPROX. APPROXIMATE ARCH'L. ARCHITECTURAL BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM BOT. BOTTOM BTWN. BETWEEN CAB. CABINET C.B. CATCH BASIN CER. CERAMIC C.J. CONTROL JOINT DISP. OR CEILING JOIST CLG. CEILING CLO. CLOSET CLR. CLEAR COL. COLUMN COMB. COMBINATION CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CNTR. CENTER DBL. DOUBLE DET, DETAIL DIA. DIAMETER DIM. DIMENSION DISP. DISPENSER DN. DOWN DWG. DRAWING E. EAST EA. EACH E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL ENCL. ENCLOSURE EQ. EQUAL EQPT. EQUIPMENT EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR F.A. FIRE ALARM F.D. FLOOR DRAIN F.F. FINISH FLOOR FND. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET FIN. FINISH FLR. FLOOR FLASH. FLASHING FLUOR. FLUORESCENT F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FPRF. FIREPROOF F.S. FULL SIZE FT. FOOT OR FEET FTG. FOOTING GA. GAUGE GALV. GALVANIZED G.B. GRAB BAR GL. GLASS GND. GROUND GR. GRADE GYP. BD. GYPSUM BOARD HDWD. HARDWOOD HDWR. HARDWARE HGR. HANGER HT. HEIGHT H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR H/C HANDICAPPED I.D. INSIDE DIAMETER INCL. INCLUDING INSUL. INSULATION JT. JOINT JST. JOIST MAX. MAXIMUM MECH. MECHANICAL MEMS. MEMBRANE MET. METAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS MUL. MULLION N. NORTH N.I.C. NOT IN CONTRACT NO. OR # NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O.C. ON CENTER Q.D. OUTSIDE DIAMETER OPNG. OPENING OPP. OPPOSITE PLAS. PLASTER PR. PAIR PRCST. PRE -CAST PT. POINT R. RISER RAD. RADIUS REF. REFERENCE REFRIG. REFRIGERATOR REINF. REINFORCED REQ. REQUIRED RM. ROOM R.O. ROUGH OPENING S. SOUTH S.C. SOLID CORE SCHED. SCHEDULE SECT. SECTION SHT. SHEET SIM. SIMILAR SPEC. SPECIFICATION SQ. SQUARE STD. STANDARD STRUCT. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL STL. STEEL T. T.O.C. TEL. T&G. THK. T.O.P. TV. T.O.W. TYP. UNF. U.N.O. VERT. W. W/ W.C. WD. W/0 WP. W.R. WSCT. WT. PROJECT DESCRIPTION THE PROPOSED RESTROOM STRUCTURE IS TO BE OF CONCRETE BLOCK WITH A CONCRETE TILE ROOF SERVING SAN SEVAINE PARK IN FONTANA, CALIFORNIA. RESTROOM BUILDING DATA: AREA: 775 SQ. FT. OCCUPANCY: B OCCUPANCY TYPE OF CONSTRUCTION: TYPE V, SPRINKLERED LOCATION: PLANNING UNIT AREA NUMBER 4 (PUBLIC PARK) WITHIN THE HUNTER'S RIDGE SPECIFIC PLAN. ADDRESS: 5500 CHERRY AVE., FONTANA, CA APPLICABLE CODE. 1994 U.B.C. ANp CAI,IriOP�NIA AM*NPIv 55 17G BASIC WIND SPEED: 80 MPH EXPOSURE "C" SEISMIC ZONE: 4 SYMBOLS 8'-6 AFF AU O B A3 0 0 PLUMBING CHASE 101 B A3 B A3 1 4 <A4 2 3 B �A3 TREAD TOP OF CURB TELEPHONE TONGUE AND GROOVE THICK TOP OF PARAPET TELEVISION TOP OF WALL TYPICAL UNFINISHED UNLESS NOTED OTHERWISE VERTICAL WEST WITH WATER CLOSET WOOD WITHOUT WATERPROOF WATER RESISTANT WAINSCOT WEIGHT 011 CEILING HEIGHT WORK POINT CONSTRUCTION NATE # REVISION WALL SECTION REFERENCE PROPERTY LINE _� co0 8" 8" 16" CMU WALL WINDOW TAG DOOR TAG ROOM NAME & NUMBER BUILDING SECTION REFERENCE EXTERIOR ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE DETAIL REFERENCE COLOR REFERENCE 5EE e ff_:-F'T Underground Service Alert V BEF Obi � Call: TOLL FREE 1--540 422-4133 TWO WORKING DAYS BEFORE YOU DIG OT4C-P, A\PPLIG L.G 6,0pE:G I -11C14- U,H,61 ANL CAUrVF?-W� AMENLMSN'Tcv- °II+ U, p �, ?�N P aLIf 1A AMtNDH 15N`t* iia- Ui �-_ G, tAN P-C.YALIPiOkHIA- % MsNpM15N` ev _- q j N i k G, ANP - 1 � PROJECT DIRECTORY ARCHITECTURE STUDIO 7 ARCHITECTURE + PLANNING 701 W. GRAHAM AVE. STE. D LAKE ELSINORE, CA 92530 (909) 674-9800 CONTACT: KIM QUON STRUCTURAL KNAPP ARCHITECTURAL ENGINEERS 2105 N. ARROWHEAD SAN BERNARDINO, CA 92405 (10q) 883-4974 CONTACT: LEN KNAPP ELECTRICAL RWR PASCOE ENGINEERING, INC ONE VENTURE, SUITE 220 IRVINE, CA 92718 (714) 753-4777 CONTACT: LARRY TERRELL MECHANICAL DONN C. GILMORE AND ASSOCIATES 1200 N. JEFFERSON STREET, SUITE C ANAHEIM, CA 92807 (714) 632-6830 CONTACT: MIKE GILMORE SAN SEVAINE PARK AppA<Op P �RIVF Sq o� vP� F SUMMIT AVENUE A N VICINITY MAP No SCALE STUDIO __ARCHI'i ECTUR4+PLAN INN ENGINEERIY O + SURVEYING 701 W. GRAHAM AVE. STE. D LAKE EL SINORE, CA 92530 (909) 874-9800 9519\SAN--T1 SHEET INDEX 1. T-0 CONDITIONSF APPROVAL 2, T-1 TITLE SHEET/GENERAL NOTES 3. A-1 SITE PLAN -4: A-2 FLOOR PLAN � A-3 REFLECTED CEILING PLAN 6. A-4 ROOF PLAN 7. A-5 EXTERIOR ELEVATIONS 8, A-6 SCHEDULES/DETAILS 0 SAL LGENSRAL 11. 5-1 STRUCTUR NAOTES/DETAILS 12. S-2 FOUNDATION PLAN 13, S-3 FOUNDATION DETAILS 1+- S-4 ROOF FRAMING PLAN 15 S-5 FRAMING DETAILS �• P-1 PLUMBING/FIRE SPRINKLER PIAN 7• E-1 ELECTRICAL COVER SHEET z E-2 ELECTRICAL PLAN PROJECT DIRECTORY ARCHITECTURE STUDIO 7 ARCHITECTURE + PLANNING 701 W. GRAHAM AVE. STE. D LAKE ELSINORE, CA 92530 (909) 674-9800 CONTACT: KIM QUON STRUCTURAL KNAPP ARCHITECTURAL ENGINEERS 2105 N. ARROWHEAD SAN BERNARDINO, CA 92405 (10q) 883-4974 CONTACT: LEN KNAPP ELECTRICAL RWR PASCOE ENGINEERING, INC ONE VENTURE, SUITE 220 IRVINE, CA 92718 (714) 753-4777 CONTACT: LARRY TERRELL MECHANICAL DONN C. GILMORE AND ASSOCIATES 1200 N. JEFFERSON STREET, SUITE C ANAHEIM, CA 92807 (714) 632-6830 CONTACT: MIKE GILMORE SAN SEVAINE PARK AppA<Op P �RIVF Sq o� vP� F SUMMIT AVENUE A N VICINITY MAP No SCALE STUDIO __ARCHI'i ECTUR4+PLAN INN ENGINEERIY O + SURVEYING 701 W. GRAHAM AVE. STE. D LAKE EL SINORE, CA 92530 (909) 874-9800 9519\SAN--T1 DWG. NO. 2488 SHEET T_=1 2 OF115 SHTS SHEET 2 of 18 z F- 0 Q 0 �a 0 W Q i z`' N LO LiJ \`� Q O LLJ W . wLLA .- z D CK w 0 U) cn w > w V)L Cn L Z8 o �-- QD v z Q c C z U w o X U i � a Q U CD Q (� `C w Q 5 a DWG. NO. 2488 SHEET T_=1 2 OF115 SHTS SHEET 2 of 18