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HomeMy WebLinkAboutB16-1992 042-400-0473449 STATE HIGHWAY 32 NOTES THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS, GRADES ELEVATIONS AND DIMENSIONS OF THE VARIOUS FEATURES OF THE PROJECT SITE AND SHALL COMPARE THE DRAWINGS WITH THE EXISTING SITE CONDITIONS. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 2. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL REVIEW AND THOROUGHLY EXAMINE AND FAMILIARIZE THEMSELVES WITH ALL ELEMENTS AND CONDITIONS IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL VERIFY ALI. DIMENSIONS ON THE DRAWINGS. ANY DISCREPANCIES AND / OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 3. ALL CONSTRUCTION, FABRICATION AND INSTALLATIONS SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF THE C.B.C., C.M.C., C.P.C., C.E.C. & ANY FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND ORDINANCES OF THE GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT. SUCH APPLICABLE CODES, ETC., ARE THOSE WHICH ARE IN EFFECT AT THE TIME THE PERMIT APPLICATION FOR THE PROJECT IS RECORDED. 4. EACH TRADE SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER WHICH HE WILL BE EXPECTED TO PERFORM. 5. DUE TO REPROGRAPHIC PROCESSES, THESE PLANS MAY NOT BE ACCURATE AND TO SCALE. ALL DIMENSIONS SHALL. TAKE PRECEDENCE OVER SCALE SHOWN AND, IN NO CASE, SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, ELEVATIONS OR DETAILS. 6. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. SHOULD THERE BE ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSTALLATION OF SPECIAL MANUFACTURING EQUIPMENT NOT SHOWN IN THESE DRAWINGS. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST CLASS WORK; FOR THE TRADE INVOLVED, THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY, IN WRITING, OF ANY ALTERNATE NON-STANDARD OR UNTESTED METHOD(S) PROPOSED. 9. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED ON THESE PLANS BASED ON INFORMATION OF RECORD. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES. 10. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS AND REGULATIONS AND SHALL PERFORM ALL WORK ON THIS PROJECT IN COMPLIANCE WITH THE STATE OF CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT. 11. AS REQUIRED, THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL CLEAN, PATCH AND / OR REPAIR ALL SURFACES DAMAGED BY DEMOLITION OR ALTERATION OF WORK, AS ASSOCIATED WITH EACH TRADE. 12. THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE BUILDING PREMISES, AS ASSOCIATED WITH EACH TRADE. BUILDING TRASH RECEPTACLES ARE NOT TO BE USED FOR CONSTRUCTION DEBRIS. 13. FURNITURE & FIXTURES TO BE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. LEGEND ELEVATION KEY OR SECTION KEY SHEET NUMBER DETAIL NUMBER OR SECTION KEY SHEET NUMBER ANGLE ❑I NOTE NUMBER zi REVISION NUMBER (DELTA) A _ SHEET NUMBER D I-1 B ELEVATION LETTER ® di only used on one word abbreviations, if the abbreviation is a different word by itself; e.g. ARCH, BTT., and LAM. ABBREVIATIONS is ao Periods are usually used when abbreviating multiple words, unless they are very common without periods; e.g. AFF, HVAC, R/A, and WWM. AN FA FIRE ALARM PAR PARALLEL P Q F FAS FASTEN(ER) P.BD. PARTICLEBOARD C CENTERLINE FAU FORCED AIRUNIT P.B. PUSHBUTTON d PENNY F.H. FACE BRICK PC. CONC. PRECAST CONCRETE # POUND/NUMBER F.B.O. FURNISHED BY OTHERS PDR POWDER P PROPERTYLINE F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL 0 ROUND/DIAMETER F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) NON -CONDITIONED AREAS: STORAGE SHED F.F. FMSHFLOOR(LINE) PERI PERIMETER A.B. ANCHOR BOLTF.C. FIGRADE PRO PARKING A ABOVE FGL FIBERGLASS PL PLATF. (FRIGHT) AIC AIR CONDITIONINGP.LAM. FIN FINISH PLASTIC LAMINATE ACC ACCESS PLO FLOORING PIAS PLASTER A C.T. ACOUSTICAL TILE CLG ( ) FLRPNL PANEL AFF ABOVE FINISH FLOOR FL FLORESCENT (11GHT) PNC PAINT(ED) A.D. AREA DRAIN IN FENCE P.O.C. POINT OF CONNECTION ADD ADDENDUM END FOUNDATION PR PAIR (OF) ADH ADHESIVE F.O. FACEOF PREFAB PREFABRICATED ADJ ADJUSTABLE FAS. FACEOFSTUD PSF POUNDS PER SQUARE FOOT AGG AGGREGATE FP FIREPROOF PSI POUNDS PER SQUARE INCH A.H.U. AIRHANDLINGUNIT FPL FIREPLACE PIN PARTITION ALT ALTERNATE FR FRAME(DJBNG) P.T. PRESSURE TREATED(WOOD) ALUM ALUMINUM FS FULL SIZE PV PAVED)OR PAVING A.P. ACCESS PANEL FT FOOT/FEET PVC POLYVINYL CHLORIDE (PIPE) APX APPROXIMATE FTG FOOTING PVMT PAVEMENT ARCH. ARCHITECT(URAL) FUR FURRED(INC) PWD PLYWOOD AASPHALT FLIED GLASS _ A.T.FX T. ASPHALT TILE QQ.T. QUARRY TILE AUTO. AUTOMATIC i'I. GA GAUGE AVE AVERAGE AWNG AWNING GALV GALVANIZED GAR GARAGE R RISER(ONSTAIRS) R RAG RETURN AIR GRILL G.B. GYPSUM (WALL) BOARD R.B. RUBBER BASE D 6 3G'WIDEBASE CAB. H3 G.C. GENERAL CONTRACTOR RAD RADIUS LJ B3 BATHROOM GD GRADE OR GRADING RBL RUBBLE BD BOARD G.D.O. GARAGE DOOR OPENER RD. ROOF DRAIN BF BI-FOLD(DOOR) (DOOR) GFT GROUND FAULT INTERRUPTER REF REFERENCE B BIT. BITUMINOUS GL GLASS OR GLAZING REFR REFRIGERATOR BLKG BLOCKING CUBIC, GLASS BLOCK REG REGULAR BLDG BUILDING G.I. GALVANIZED IRON REQ REQUIRED BLK BLACK (CMGs) GSM GALVANIZED SHEET METAL RES RESILIENT BBLOCKING GT GROUT REV REVISION(S), REVISED BMM REAM GYP GYPSUM REINF REINFORCEDONG) B.M. BENCHMARK GYP BD GYPSUM BOARD RFG ROOFING BP BI -PASS (DOOR) RJ.B. REINFORCED JUNCTION BOX BRG BEARING 42"11 42"HIGH(WALL) RLG RAILING BRK BRICK H HB HOSEBEB R&M RANGEW/MICROWAVE B.S. BOTH SIDES H.C. HOLLOW CORE RM ROOM BSMT BASEMENT HD HEAD OR HARD R.O. ROUGHOPENING BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY R.O.W. RIGHTOFWAY BTWN BETWEEN HDR HEADER B.U.R. BUILT UP ROOF HDW HARDWARE S SOUTH BVL BEVELED HOT HEIGHT SC SOLID CORE (DOOR) B.W. BOTH WAYS H.M. HOLLOW METAL SCH SCHEDULE CAB CABINET HORZ HORIZONTAL SD SMOKE DETECTOR CC.B. CATCH BASIN H. HOUR SEC SECTION CEM CEMENT H.R. HALF ROUND (WINDOW) SERV SERVICE CER CERAMIC HS HORIZONTAL SLIDER S.F. S QUARE FEET CF CUBIC FOOT ERG HEATING . SAFETY GLASS CHAIN CHAMFER HVAC BEATIN'GNENTI,ATINGIAIR CONE. S.G.D. SLIDING GLASS DOOR C.I. COOT IRON IND HARDWOOD (FLOORS) SH SINGLE HUNG OR SHELF(VING) C.I.P. CONC. CAST -IN-PLACE CONC. T I.B. IRONING BOARD SHT (DRAWING) SHEET CIR CIRCLE 1 I.D. INSIDE DIAMETER SHTHG SHEATHING CIRC CIRCUMFERENCE I.L.O. IN LIEU OF SIN SIMILAR C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.M. INSULATED METAL SKL SKYLIGHT CK CALK(NG) CAULKING) INS OR INSUL INSULATED(TION) SL SLOPE / SLIDING CL CLOSET OR CENTER LINE TNT INTERIOR SNI SEALANT CLG CEILING S&P SHELF AND POLE CUR CLEAR(ANCE) JAN JANITOR SPC SPACER -_ CLS CLOSURE OR CLOSER (DOOR) J JST JOIST (FLOOR OR ROOF) SPEC SPECIFICATIONS CM CENTIMETER(S) IT JOINT SPK (AUDIO) SPEAKERS) CMU CONCRETE MASONRY UNTO S.ST. STAINLESSSTEEL C.D. CASED OPENINGa KD KNOCKDOWN (CEILING) K SID STANDARD ` COL COLUMN KIT KITCHEN STG OR STO STORAGE COMB COMBINATION KO KNOCKOUT STL STEEL CONIC CONCRETE KPL KICKPLATE(ON DOOR) SIR STRUCTURAL COND (AC)CONDENSER K/S KNEE SPACE SQ SQUARE CONST CONSTRUCTION Q SUS SUSPENDED CONT CONTINUOUS L LENGTH S.W. SHEAR WALL CONTR CONTRACTOR L LA LAUNDRY SYM SYMBOL S4S SMOOTH FOUR SIDES TORR CORRUGATED LAM. LA.MINATE(D) S&P SINGLE SHELF / SINGLE POLE CPR COPPER LAV LAVATORY(SINK) 2S&2P DOUBLE SHELF/ DOUBLE POLE COR CPT CARPET L.B.O. LOCATION BY OTHERS 2S&1P DOUBLE SHELF/ SINGLE POLE CRS COURSE(S) LN LIVING Ce CR CORROSION RESISTANT L.L. LIVE LOAD T TREAD (AT STAIRS) OR TILE CSMT CASEMENT L.P. LAMINATED PLASTIC T.B. TOWER BAR C.ST. CAST STONE LIGHT T.B.D. TO BE DETERMINED C.T. CERAMIC TILELT LT. LAUNDRY TOB TC TERRACOTTA CTR CENTER OR COUNTER LTL LINTEL T.C.J. TROWELED CONTROL ]DINT CX CONNECTION LUM LUMINOUS TEMP. TEMPERED (GLASS) CY CUBIC YARD LVL LAM VENEER LUMBER (BEAMS) T&G TONGUE&GROOVE 12"D 12" DEEP LVR LOUVER TEL TELEPHONE D TER THICK(NESS) D DRYER, ORDRAIN /I M METER(S) THR THRESHOLD DOUBLE DBL D OUBLEDECOR M MAX MAXIMUM T.O.C. TOPOFCURB DECO THE MAS MASONRY T.O.F. TOP OF FOUNDATION DEM DEMOLISH, DEMOLITION MATT, MATERIAL T.O.M. TOP OF MASONRY DEP DEPRESSED MBA MASTERBATH T.O.W. TOP OF WINDOW DET DETAIL MBD MASTERBEDROOM TR OR TRN TRANSOM (WAIDOW) D.F. DRINKING FOUNTAIN MC MEDICINE CABINET TP TOILET PAPER HOLDER DH DOUBLEHUNG METH MECHANICAL TV TELEVISION OUTLET OR LOCATION DIAM DIAMETER MED MEDIUM TYP TYPICAL DIAG DIAGONAL DIM DIMENSION NET METAL UC UNDERCUT(DOOR) DISP DISPOSAL MFR. MANUFACTURER IJNF UNFINISHED DN D NEI MANHOLE MIN MINIMUM U.N.O. UNLESS NOTED OTHERWISE D.L. DEADEAD LOA LOAD ON DOWNSTAIRS) MIR MIRROR � J. V. VANITYBASE D.P. DAMP -PROOFING MISC MISCELLANEOUS V V.B. VAPORBE DR DOOR MLD MOLDING VANITY VANITY BASE VER DRY DRYER MACHINE MM MILLIMETER VERTICAL VERT VERTICAL D/ DOWNSPOUT MMB MEMBRANE G VEST VESTIBULEL D/S DRAWER STACK (CABINET) M.O. MASONRY OPENING VIN (SHEET) VINYL D.T. DRAINTILE MOD MODULAR V.S. VEGETABLESINK DPL DETAIL MRB MARBLE V.T. VINYL TILE DW DISHWASHER MIL METAL V.T.R VENTTHRUROOF DWG DRAWING MT MOUNTED(ING) DWR DRAWER MULL MULLIONORMULLEDW3630 36"WX30"H WALL CAB W W WIDE / WASHING MACHINE / WEST E EAST NNORTH WC WATER CLOSET E EA EACH N N.I.C. NOT IN CONTRACT WE WOOD EB EYEBROW(FLATARCH) NL NAILABLE WOW WINDOW E.F. EACH FACE NG NATURAL GRADE WF WIDE FLANGE (STEEL BEAM) E.J. EXPANSIONJOINT NO NUMBER WH WATERHEATER ELEV ELEVATION NOM NOMINAL W.H. WALLHUNG ELEC ELECTRIC(AL) N.T.S. NOTTOSCALE WI WROUGHT IRON ENCL ENCLOSURE N.G.V.D. NAT. GEODETIC VERTICAL DATUM WIC WALK-INCLOSET E.P. ELECTRICAL PANEL W/ W/0 WITH OR WITHOUT EQ EQUAL 0CA OVERALL WP WATERPROOFING) EST ESTIMATE OHS OBSCURE(GLASS) W.R. WATER RESISTANT E.W.C. ELECTRIC WATER COOLER O.C. ON CENTER W.S. WATERSOFTENER EXG EXISTING O.CAB. OVERHEADCABINET WSCr WAINSCOT EXH EXHAUST O.D. OUTSIDEDIAMSTER W.T.W. WALL TO WALL EXT EXTERIOR O.G.D. OVERHEAD GARAGE DOOIL WWF WELDED WIRE FABRIC OR OVERHEAD WWM WELDEDWIREMFSH OPNG OPENING OPT OPTIONAL OSA OUTSIDE AIR s GREEN CODE SHEETS HAVE BEEN REMOVED. AS PER THE FOLLOWING SECTION: 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC] COUNTY ¢ The provisions of individual sections of Chapter 5 apply to newly constructed buildings, L building additions of 1 000 square feet or reater, and/or building alterations with a permit ( 9 Q 9 � 9 NOV 18 2016' valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only DEVELOPMENT 2 ,. apply to the portions of the building being added or altered within the scope of the SERVICES permitted work. X316-��aa, \.�d�..®*.,d*.,o^*✓\.,.d-„.�...,a+..�..,,f*.�A..✓*„„o.,,Pw„%".,,✓.,,,,/�..,.�'.,,,,6 6.,,n..✓,.,.,�....^aw^�.Fh,.,o.,,,?"..,d.,,,,o.,,,,�..,,,,,a.,,,�*.,,,®a.,,f NOTES THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS, GRADES ELEVATIONS AND DIMENSIONS OF THE VARIOUS FEATURES OF THE PROJECT SITE AND SHALL COMPARE THE DRAWINGS WITH THE EXISTING SITE CONDITIONS. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 2. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL REVIEW AND THOROUGHLY EXAMINE AND FAMILIARIZE THEMSELVES WITH ALL ELEMENTS AND CONDITIONS IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL VERIFY ALI. DIMENSIONS ON THE DRAWINGS. ANY DISCREPANCIES AND / OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 3. ALL CONSTRUCTION, FABRICATION AND INSTALLATIONS SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF THE C.B.C., C.M.C., C.P.C., C.E.C. & ANY FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND ORDINANCES OF THE GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT. SUCH APPLICABLE CODES, ETC., ARE THOSE WHICH ARE IN EFFECT AT THE TIME THE PERMIT APPLICATION FOR THE PROJECT IS RECORDED. 4. EACH TRADE SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER WHICH HE WILL BE EXPECTED TO PERFORM. 5. DUE TO REPROGRAPHIC PROCESSES, THESE PLANS MAY NOT BE ACCURATE AND TO SCALE. ALL DIMENSIONS SHALL. TAKE PRECEDENCE OVER SCALE SHOWN AND, IN NO CASE, SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, ELEVATIONS OR DETAILS. 6. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. SHOULD THERE BE ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSTALLATION OF SPECIAL MANUFACTURING EQUIPMENT NOT SHOWN IN THESE DRAWINGS. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST CLASS WORK; FOR THE TRADE INVOLVED, THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY, IN WRITING, OF ANY ALTERNATE NON-STANDARD OR UNTESTED METHOD(S) PROPOSED. 9. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED ON THESE PLANS BASED ON INFORMATION OF RECORD. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES. 10. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS AND REGULATIONS AND SHALL PERFORM ALL WORK ON THIS PROJECT IN COMPLIANCE WITH THE STATE OF CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT. 11. AS REQUIRED, THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL CLEAN, PATCH AND / OR REPAIR ALL SURFACES DAMAGED BY DEMOLITION OR ALTERATION OF WORK, AS ASSOCIATED WITH EACH TRADE. 12. THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE BUILDING PREMISES, AS ASSOCIATED WITH EACH TRADE. BUILDING TRASH RECEPTACLES ARE NOT TO BE USED FOR CONSTRUCTION DEBRIS. 13. FURNITURE & FIXTURES TO BE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. LEGEND ELEVATION KEY OR SECTION KEY SHEET NUMBER DETAIL NUMBER OR SECTION KEY SHEET NUMBER ANGLE ❑I NOTE NUMBER zi REVISION NUMBER (DELTA) A _ SHEET NUMBER D I-1 B ELEVATION LETTER ® EARTH 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 201YEDITION 2013 EDITION 201DEDITION SAND OR GRAVEL FEE 3449 HIGHWAY 32 2X4 WOOD STUD WALLS, U.N.O SQ.,FT,.�...... EXISTING WALLS, U.N.O. 1,452 2X6 WOOD STUD WALLS, U.N.O. ® BRICK, U.N.O. CONCRETE ® DIMENSIONAL LUMBER BLOCKING ® INSULATION SEE WALL SCHEDULE ON CONSTRUCTION DOCUMENTS FOR WALLS NOT LISTED ON THIS SCHEDULE. THE REGISTERED DESIGN PROFESSIONAL VERIFIES THAT HE HAS N REVIEWED THE TRUSS CALCULATIONS AND FOUND THEM TO BE IN CONFORMANCE WITH HIS DESIGN OF THE STRUCTU E. x N Imo_ 111[ is CHICO, CA 95973 PR0J C,T,,1NEO THE PROJECT SHALL COMPLY WITH THE FOLLOWING BUILDING CODES: i CALIFORNIA BUILDING CODE BASED ON 2012 IBC CALIFORNIA RESIDENTIAL (BASED ON 2012 IBC) CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA PLUMBING CODE (BASED ON 2012 UPC) CALIFORNIA MECHANICAL CODE (BASED ON 2012 UMC) CALIFORNIA ELECTRICAL CODE (BASED ON 2011 NEC) CALIFORNIA ENERGY STANDARDS, TITLE 24 ( , 985) CALIFORNIA FIRE CODE (BASED ON 2012 IFC) CALIFORNIA ENERGY STANDARDS (BASED ON 2013 EES) CALIFORNIA 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 201YEDITION 2013 EDITION 201DEDITION SQUARE FOOTAGES 3449 HIGHWAY 32 G0 _I� IONEA A....................<,,,.�..------ .... �. ... SQ.,FT,.�...... EXISTING 1,452 TOTAL EXISITING CONDITIONED AREAS: 1,452 ARCHITECT TIM, LEEFELDT, ARCHITECT (LIC. #C25851) REMODELED KENNEL 600 NEW ADDITION 208 TOTAL NEW CONDITIONED AREAS: 808 TOTAL CONDITIONED AREAS: 2,260 TIM LEEFELDT NON -CONDITIONED AREAS: STORAGE SHED 375 COVERED NON CONDITIONED AREAS: 12039 CENTERVILLE ROAD COVERED OUTDOOR KENNELS TO BE REMOVED 600 TOTAL LOT COVERAGE 2,635 a•...f.,NrvA..✓M,F..P..Nn,/'..Nr.N...F..a..pehn...9n./e.rv..G...P..,n..P...Po../../n../,.../..//r.P.../e.N...R+./+.,rv..Pe.P..,ro.%...P+,n../n..P.../e.//.../.../..N...%.../ed.,0ed.../x.//...hiA.M..A.✓..M.P.. h.M PROJECT DATA OCCUPANCY GROUP B CONSTRUCTION V -B NO FIRE SPRINKLERS ---------------- AREA TABULATION EVANS ELECTRIC (LIC. #869052) EXISTING 1,452 236 W. EAST AVE., STE. A ADDITION 808 TOTAL 2,260 email: evans.electric@comeast.net OCCUPANT LOAD FACTOR 100 OCCUPANT LOAD (O.L.) 23 EXITS REQUIRED 1 (TWO REQ. WHEN O.L. >= 50) EXIT WIDTH FACTOR .2 Chico, CA 95927 EXIT WIDTH REQUIRED 5" (O.L. *.2) EXITS PROVIDED (1) 36" DOORS MARK ASHCRAFT PROJECT TEAM BUILDING OWNER MATTHEW & WENDY BETTENCOURT GENERAL NOTES 3449 HIGHWAY 32 TITLE 24 ENERGY CALCULATIONS CHICO, CA 95973 TITLE 24 ENERGY CALCULATIONS (530)343-3516 TITLE 24 ENERGY CALCULATIONS email: mjb2u@gmaiLcom ARCHITECT TIM, LEEFELDT, ARCHITECT (LIC. #C25851) 236 W. EAST AVE., STE. A CHICO, CA 95926 (530) 774-5880 email: tim@leefeldtarchitecture.com TIM LEEFELDT GENERAL QUEVEDO CONSTRUCTION (LIC. #589377) CONTRACTOR 12039 CENTERVILLE ROAD Q CHICO, CA 95928 (530)342-3472 email: quevedo@digitalpath.net ARME QUEVEDO ELECTRICAL EVANS ELECTRIC (LIC. #869052) (n 236 W. EAST AVE., STE. A CHICO, CA 95926 (530) 966-4668 N N email: evans.electric@comeast.net ROBERT EVANS MECHANICAL ASHCRAFT AIR CONDITIONING (LIC.NC-2o-621291) P.O. Box 1780 wNw00Cf Chico, CA 95927 (530)343-2085 email: ashcraftac@gmail.com MARK ASHCRAFT TITLE 24 CALSTARR ENERGY �m8 2695 BECHELLI LANE REDDING, CA 96002 (530)246-7700 email: adrian@5starrenergy.com I- EL_W ADRIAN STARR SHEET INDEX Tl COVER SHEET GNI GENERAL NOTES ENl TITLE 24 ENERGY CALCULATIONS EN2 TITLE 24 ENERGY CALCULATIONS EN3 TITLE 24 ENERGY CALCULATIONS EN4 TITLE 24 ENERGY CALCULATIONS C0.1 EROSION CONTROL PLAN f .WnF.nh C0.2 PROPOSED SITE PLAN AT REMODEL AREA ARCHITECTURAL A0.0 EXISTING / DEMO PLAN A1.0 PROPOSED FLOOR PLAN .TION & BRACE WALL PLANS A1.2 DOOR AND WINDOW SCHEDULE A2.1 NEW ROOF PLAN A3.0 EXISTING EXTERIOR ELEVATIONS A3.1 PROPOSED EXTERIOR ELEVATIONS MECHANICAL / PLUMBING M1.0 HVAC PLAN ELECTRICAL I E1.0 LIGHTING & OUTLET PLAN - ONE LINE DIAGRAM & PANEL SCHEDULE E1.1 ONE LINE DIAGRAM & PANEL SCHEDULE DETAILS SDI CONSTRUCTION DETAILS ADA DETAILS HCl ADA DETAILS VICINITY MAP STATEMENT OF INTENT 1. THE TENANT INTENDS TO REMOVE THE EXISTING, INTERIOR AND EXTERIOR, DOG KENNELS. IN IT'S PLACE A NEW TREATMENT ROOM AND INDOOR KENNELS WILL BE CONSTRUCTED ALONG WITH A NEW OUTDOOR DOG RUN AREA. 2. THE EXISTING SWAMP COOLER SERVING THE INDOOR KENNEL AREA WILL BE REMOVED AND BE REPLACED WITH A NEW HEAT PUMP HVAC SYSTEM TO SERVE THE NEW TREATMENT ROOM. 3. ADD NEW LIGHTING AS REQUIRED. ELECTRICAL SYSTEMS TO COMPLY WITH CURRENT BUILDING CODES. 4. EXISTING ACCESSIBLE PARKING AREA WILL REMAIN UN-ALTERED.)TTEo JN�LOPMGN REVIEWED I 5. NO CHANGE TO GARBAGE SERVICE AND SCHEDULE. CoODE COI%. PLP DATE FYI 6. NEW ADDITION OF 208 SF HAS BEEN APPROVED BY BUTTE COUNTY PLANNING DEPARTMENT. THIS NEW ADDITION IS IN COMPLIANCE WITH CONDITIONAL USE PERMIT #UP -8758. LdO ll U W Q C) (n j N N wNw00Cf U J .- �m8 x H I- EL_W II W VrOrl W f- J LJJ bi ILI a H O = N I'7 Q Q Z QLd(���t\- = M i VJ TT Ce F- Q v U<U`C N Lij U N Oaf U rn U a U U Q ISSUE: 10-25-16 MR 11-03-16 MR SED A Cy,, `G v fF A �5, C 1 * EXP. 0 -31-17 kP�qTF OF CAItFD��\p DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 }}SHEET i L TI FIXTURE SCHEDULE O CONNECTION FASTENING',' LOCATION 1 JOIST TO SILL OR GIRDER 3 - 8d COMMON (2}" X 0.131 ") TOENAIL 3 - 3" x 0.131"NAILS 3 - 3" 14 GAGE STAPLES 2 BRIDGING TO JOIST 2 - Sd COMMON (2j" x 0.131") TOENAIL EACH END Ld 2 - 3" x 0.131"NAILS _ 2 - 3" 14 GAGE STAPLES U 3 1" X 6" SUBFLOOR OR LESS 2 - 8d COMMON (2}'x 0.131") FACE NAIL TO EACH JOIST N N 4 WIDER THAN 1"X 6" SUBFLOOR 3 - 8d COMMON (2}" x 0.131") FACE NAIL TO EACH JOIST 1 co 5 2" SUBFLOOR TO JOIST OR GIRDER 2 - Hid COMMON 3;" x 0.162" BLIND & FACE NAIL 6 SLOE PLATE TO JOIST OR BLOCKING 16d (3z" x 0.135") AT 16" O.C. TYPICAL FACE NAIL :2 3" x 0.131"NAILS AT 8" O.C. (D U ` 3C N U F- 3" 14 GAGE STAPLES 0 H LL W SLOE PLATE TO JOIST OR BLOCKING 3 -Bid (3a" x 0.135') AT 16" O.C. BRACED WALL PANELS Y 4-3" x 0.131"NAILS AT 16" O.C. 4 - 3" 14 GAGE STAPLES AT 16" O C. 7 TOP PLATE TO STUD 2 - 16d COMMON (3}'x 0.162") END NAIL 3 - 3" x 0.131" NAILS 3-3"14 GAGE STAPLES W 8 STUD TO SOLE PLATE 4 - 8d COMMON (tit" X 0.131") TOENAIL 4 - 3" x 0.131"NAILS O 3-3"14 GAGE STAPLES STUD TO SOLE PLATE 2 - Bid COMMON O3 'x 0.135") END NAIL 3 - 3" x 0.131" NAILS 3-3"14 GAGE STAPLES 9 DOUBLE STUDS 16d COMMON (3}" x 0.135") 24" O.C. FACE NAIL W 3" x 0.131"NAIL AT 12" O.C. 3" 14 GAGE STAPLES AT 8" O.C. 10 STUD TO SOLE PLATE 16d COMMON (3}" x 0.135") 24" O.C. TYPICAL FACE NAIL 3" x 0.131" NAIL AT 12" O.C. rz V 3" 14 GAGE STAPLES AT 8" O.C. STUD TO SOLE PLATE 8 - Bid COMMON (3}" x 0.162") LAP SPLICE 12 -3" x 0.131"NAILS J W 12-3"14 GAGE STAPLES 11 BLOCKING BETWEEN JOISTS OR 3 - 8d COMMON (2}" x 0.131") TOENAIL RAFTERS TO TOP PLATE 3-3"x0.131"NAILS 3-3" 14 GAGE STAPLES 12 RIM JOIST TO TOP PLATE 8d (2}" x 0.131 ") AT 6" O.C. TOENAIL W 3" x 0.131"NAIL AT 6" O.C. 3" 14 GAGE STAPLE AT 6" O.C. 13 TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3q" x 0.162") FACE NAIL 3 - 3" x 0.131" NAILS 3-3" 14 GAGE STAPLES 14 CEILING JOISTS TO PLATE, Did COMMON (3j" x 0.162") TOENAIL 15 CEILING JOISTS TO PLATE 3 - 8d COMMON (24" x 0.131") TOENAIL 5 - 3" x 0.131" NAILS O N 5 -3" 14 GAGE. STAPLES 16 CONTINUOUS HEADER TO STUD 4 - 8d COMMON (21FT X 0.131 ") TOENAIL 17 CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3}" x 0.162") FACE NAIL (SEE SECTION 2308.10.4.1, MIN. TABLE 2308.10.4.1 TABLE 2308.10.4.1) 4-3"x0.131"NAILS Y LLJ = 4-3"14 GAGE STAPLES 18 CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3}'x 0.162") FACE NAIL FL: (SEE SECTION 2308.10.4.1, MIN. TABLE 2308.10.4.1 TABLE 2308.10.4.1) 4-3"x0.131"NAILS 4-3" 14 GAGE STAPLES U_ 19 RAFTER TO PLATT. 3 - Rd COMMON (21" x 0.131 ") TOENAIL U (SEE SECTION 2308.10.1, TABLE 2308.10.1) 3 -3" x 0.131"NAILS ISSUE: 3-3"14 GAGE STAPLES 20 I" DIAGONAL BRACE TO EACH STUD 2 - 8d COMMON (2}'x 0.131") FACE NAIL 11-03-16 AND PLATE 2 - 3" x 0.131"NAILS 3 - 3" 14 GAGE STAPLES 21 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON C+" x 0.131'0 FACE NAIL 22 WIDER THAN I " X 8" SHEATHING TO 3 - Sol COMMON (2-}" x 0.131") FACE NAIL EACH BEARING C 1 23 BUILT-UP CORNER STUDS Did COMMON (4" x 0.162") 24" O.C. 3" x 0.131" NAILS 16" O.C. DF CAIiF\P 3" 14 GAGE STAPLES 16" O.C. 24 BUILT-UP GIRDER AND BEAMS 20d COMMON (4" x 0.192") 32" O.C. FACE NAIL AT TOP AND DRAWN: MMR 3" x 0.131"NAIL AT 24" O.C. BOTTOM STAGGERED 016-014 3" 14 GAGE STAPLE AT 24" O.C. ON OPPOSITE, SIDES 2 - 20d COMMON (4" x 0.192") FACE NAIL AT ENDS AND 3 - 3" x 0.131"NAILS AT EACH SPLICE 3 -3" 14 GAGE STAPLES 25 2" PLANKS 16d COMMON (31" x 0.162") AT EACH BEARING 26 COLLAR TIE TO RAFTER 3 - 10d COMMON (3" x 0.148') FACE NAIL 4 - 3" x 0.131" NAILS 4 - 3" 14 GAGE STAPLES 27 JACK RAFTER TO HIP 3-10d COMMON (3," x 0. 148") TOENAIL 4 -3" x 0.13)"NAILS 4-3"14 GAGE STAPLES 2 -16d COMMON (3}'x 0.162') .. FACE NAIL 3 - 3" x 0.131" NAILS 3 - 3" 14 GAGE STAPLES 28 ROOF RAFTER TO 2 -BY RIDGE BEAM 2 - 16d COMMON (3}'x 0.162") TOENAIL 3 - 3" x 0.131" NAILS 3-3" 14 GAGE„ STAPLES 2 -16d COMMON (3}'. 0.162") FACE NAIL 3 - 3" x 0. 13 1" NAILS 3 - 3" 14 GAGE STAPLES 29 JOIST TO BAND JOIST 3 - Did COMMON (34" x 0.162") FACE NAIL 4 - 3" x 0. 13 1 " NAILS 4-3"14 GAGE STAPLES 30 LEDGER STRIP 3 - 16d COMMON (3}" x 0.162") FACE NAIL AT 4-3"x0.131"NAILS EACHJOIST 4-3"14 GAGE STAPLES 31 WOOD STRUCTURAL PANELS AND 1/2" AND LESS 6d C,t PARTICLEBOARD x 2j" x 0.113" NAIL n SUBFLOOR, ROOF AND WALLo I" 16 GAGE SHEATHING (TO FRAMING) 19/32"TO3/4" 8d°OR6dC 2j" x 0.113" NAIL r 2" 16 GAGE" 7B" TO P Sit C 1k"TOI" lOd°028dc SINGLE FLOOR (COMBINATION 3/4" AND LESS 6d SUBFLOOR-UNDERLAYMENr 7/9" TO I" 9d TO FRAMING) 1j" TO 1j" 10d ° OR 8d C 32 PANEL SIDING (TO FRAMING) 1/2" OR LESS 6d" 5/8" 8d" 33 FIBERBOARD SHEATHING a 1/2" No. 11 GAGE! ROOFING NAIL u 6d COMMON NAIL (2" x 0.113") No. 11 GAGE, STAPLE;' 25/32" No. t 1 GAGE ROOFING NAIL n 8d COMMON NAIL (2i7"x0.131") No. 11 GAGE STAPLE' 34 INTERIOR PANELING 1/4" 4Dt 3/8" 6D x For SI: I" =25.4mm. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on cer ter at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d -2" x 0.113"; 8d - 21/2" x 0.131"; 10d - 3" x 0.148"). d. Common (6d - 2" x 0.113"; 8d -2}" x 0.131' ; IOd - 3" x 0.148"). e. Deformed shank (6d - 2" x 0.113"; 8d - 2}'x 0.131'; 10d - 3" x 0.148"). f. Corrosion -resistant siding (6d - 1 x 0.106", 8d - 2j" x 0.128") or casing (6d - 2" x 0.099"; 8d - 2}'x 0.113") nail on teeter on the edges and 12 inches on center at intermediate supports for nonstructural applications. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on the edges and 12 inches on center at intermediate supports For nonstructural applications h. Corrosion -resistant roofing nails with 7/16 -inch -diameter head and 11/ 2 -inch length for 1/2 -inch sheathing and 13/4 -inch length for 25/32 -inch sheathing, i. C.c osion-resistant staples with nominal 7/16 -inch crown or 1 -inch crown and 1} -inch length for 1/2 -inch sheathing and If inch length for 25/32 -inch sheathing. Panel supports at 16 inches (20 inches if smength axis in the long direction of the panel, unless otherwise marked). j. Casing (1j" x 0,080") or finish (1i" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel suffix is at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 1. For roof sheathing applications, 8d nails I:' 'x 0.113") are the minimum required for wood structural panels. an. Staples shall have a minimum crown width of 7/ 16 inch. m For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. m Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches nn center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. MACHINE APPLIED NAILING NOTE: USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. GENERAL NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL REVIEW THE PLANS FOR ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WITH APPLICABLE CODES PRIOR TO THE START OF CONSTRUCTION. SUBMITTED BIDS WILL BE ACCORDING TO THE REVIEW. 2. ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND MECHANICAL WILL COMPLY TO THE CURRENT CALIFORNIA BUILDING CODE, AS WELL AS COUNTY AND MUNICIPAL CODES. 3. CONSTRUCTION SHALL COMPLY TO ANY AND ALL COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AGAINST THE LAND. 4. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, AND COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS IS, AND SHALL BE, THE CONTRACTORS' AND ALL SUB -CONTRACTORS' RESPONSIBILITY. 5. GLAZING PLACED WITHIN A 24" ARC OF DOORS, WITHIN 60" OF A TUB OR SHOWER DRAIN OR WITHIN 18" OF A WALKING SURFACE AND GREATER THAN 9 SQ. FT. SHALL BE TEMPERED, WIRED, OR SAFETY GLASS. 6. PROVIDE APPROVED LANDING AT ALL EXTERIOR DOORS. LANDINGS SHALL BE AS WIDE AS DOOR OPENING AND 36" MIN. OUT FROM DOOR @ NON ADA DOORS. SEE ADA DETAILS FOR HANDICAP ACCESSIBILITY REQUIREMENTS. 7, INSULATION IN ATTIC NEEDS TO HAVE A MINIMUM OF 1 INCH OF AIR SPACE BETWEEN THE INSULATION AND ROOF SHEATHING AS PER CBC. CONCRETE 1. THE MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE: FOUNDATIONS/PAD FOOTINGS......... 2500 PSI SLABS ON GRADE ...................... 2500?SI 2. THE MAXIMUM SLUMP SHALL BE 4 INCHES. 3. THE MINIMUM CEMENT CONTENT SHALL BE 500 LBS/CY. 4. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II. 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 6. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. 7. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. 8. MINIMUM CONCRETE COVER FOR REINFORCING STEEL FOR NON PRE -STRESSED CONCRETE: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER: #6 AND LARGER - 2" #5 AND SMALLER - 1 1/2" 9. CONSTRUCTION JOINTS SHALL BE ADEQUATELY KEYED. THEIR LOCATIONS AND DETAILS, WHEN NOT SHOWN ON THE DRAWINGS, SHALL BE SUBJECT TO THE APPRO`rAL OF THE DESIGNER. 10. CONCRETE PLACEMENTS SHALL BE CONTINUOUS BETWEEN CONSTRUCTION JOINTS. ll. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SLABS ON GRADE SHALL BE CAST IN SQUARE OR RECTANGULAR PATTERNS NOT EXCEEDING 400 SQUARE FEET, WITH A MAXIMUM DIMENSION OF 20 FEET BETWEEN CONSTRUCTION, WEAKENED PLANE, OR CONSTRUCTION JOINTS. REINFORCING / STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615, ALL REINFORCING STEEL TO BE GRADE 40 (40 KSI) MIN. 2. DETAILS FOR REINFORCING SHALL CONFORM WITH THE AMERICAN CONCRETE INSTITUTE. UNLESS NOTED OTHERWISE. 3. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL BE CLASS A OR B CONFORMING TO THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE. 4. LAPS IN BAR SPLICES FOR MASONRY CONSTRUCTION SHALL BE 40 BAR DIAMETERS BUT NOT LESS THAN T-0" 5. VERTICAL BARS IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS NOTED OTHERWISE. 6. VERTICAL BARS IN MASONRY CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS NOTED OTHERWISE. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al 85. LAPS IN WELDED WIRE FABRIC AT SPLICES SHALL NOT BE LESS THAN 8 INCHES. 8. WALLS, PILASTERS, AND COLUMNS SHALL BE DOWELED TO THE SUPPORTING FOOTINGS WITH REINFORCING OF THE SAME SIZE AND AND SPACING AS THE VERTICAL REINFORCING. 9. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF STANDARD PRACTICE" ISSUED BY THE CONCRETE REINFORCING STEEL INSTITUTE. 10. ALL REINFORCING SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE OR GROUT. 11. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCING SHALL NOT BE PERMITTED. WOOD NOTES 1. SAWN WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH, 34S, AND SHALL BE GRADE MARKED BY A GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBG). WOOD GRADES, UNLESS NOTED, SHALL BE AS FOLLOWS: LIGHT FRAMING (2" TO 4" THICK & 2" TO 4" WIDE) ... NO.2 JOISTS & HEADERS (2" TO 4" THICK, 6" & WIDER)....NO.2 BEAMS & STRINGERS (6X & LARGER) ................ NO. 1 POST & TIMBERS (6X & LARGER) .................... NO. 1 2. PLYWOOD SHALL BE APA RATED SHEATHING AND CONFORM TO THE REQUIREMENTS CONTAINED IN CHAPTER 23 OF THE 2007 CBC AND SHALL BE OF THICKNESS AND GRADE AS SHOWN ON THE DRAWINGS, AND BE STAMPED WITH THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 3. FRAMING ANCHORS, STRAPS, JOIST HANGERS, ETC., SHALL BE AS MANUFACTURED BY THE "SIMPSON COMPANY" OR AN ICBO APPROVED EQUAL. 4. BOLTS SHALL CONFORM TO ASTM A307. NUTS SHALL CONFORM TO ASTM A563, HEX GRADE A. 5, ALL BOLT HEADS, NUTS, AND LAG SCREWS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNLESS NOTED OTHERWISE. 6. BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32" LARGER THAN THE NOMINAL BOLT DIAMETER EXCEPT FOR PILOT HOLES TO RECEIVE LAG BOLT THREADS. 7. NAILING OF SAWN WOOD MEMBERS, UNLESS OTHERWISE NOTED, SHALL BE DONE WITH COMMON WIRE NAILS AND CONFORM TO TABLE 2304.9.1 OF THE CBC. 8. DIAPHRAGM NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE CBC WITH NOMENCLATURE DEFINED AS FOLLOWS: BN = BOUNDARY NAILING AT DIAPHRAGM BOUNDARIES, CONTINUOUS PANEL EDGES, AND AT EDGES OF OPENINGS. EN = EDGE NAILING, PANEL EDGES FN = FIELD NAILING, INTERMEDIATE SUPPORTS 9. WOOD MEMBERS SHALL BE ERECTED WITH POSITIVE CAMBER UPWARDS, AND NEGATIVE CAMBER WHERE INDICATED DOWNWARD. 10, ALL NAILS LARGER THAN 16d, AND ALL NAILING TENDING TO CAUSE SPLITTING OF WOOD MEMBERS, SHALL BE INSTALLED IN PREDRILLED HOLES. IL CUTTING, DRILLING, OR NOTCHING OF BEAMS/JOISTS/ POSTS SHALL BE PERMITTED ONLY AS SHOWN ON THE DRAWINGS OR AS PER CBC 12. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN DIRECT CONTACT WITH THE EARTH SHALL BE PRESSURE TREATED DOUGLAS FIR, TYP., U.N.O. 13. MOISTURE CONTENT OF WOOD AT THE TIME OF PLACING SHALL NOT EXCEED 19 PERCENT. FOUNDATION I. MUD SILL TO BE FOUNDATION GRADE REDWOOD OR PRESSURE TREATED. 2. MUD SILL ANCHORS TO BE NOT LESS THAN 1/2" X 10" ANCHOR BOLTS PLACED 6' O.C. AND MAX. 12" FROM ENDS AND SPLICES, MINIMUM 2 BOLTS PER PIECE. UNLESS NOTED OTHERWISE. 3. DECKS 30" OR MORE ABOVE FINISHED GRADE REQUIRE A BUILDING PERMIT AND SHALL HAVE POURED IN PLACE FOOTINGS AND COLUMNS WITH WET POST ANCHORS. 4. STEEL REINFORCING BARS IN THE FOOTING TO BE PLACED NOT CLOSER THAN 3" TO EARTH. 5. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FOUNDATION, PRIOR TO FINAL INSPECTION. MIN. 2% SLOPE OUT AT LEAST 5' FROM FOUNDATION. THIS SHALL ALSO APPLY TO ALL LANDINGS. FRAMING I. PROVIDE (2) LAYERS OR GRADE "D" BUILDING PAPER BETWEEN STUDS AND EXTERIOR SIDING. 2. ALL FRAMING CLIPS, ANCHORS, TIES, STRAPS AND CONNECTORS SHALL BE I.C.B.O. APPROVED. NO MODIFICATIONS OF PROPRIETARY FASTENERS ARE PERMITTED WITHOUT APPROVAL FROM MANUFACTURER. METAL 1. FLASHING SHALL BE 24 GA. G.I. METAL GRAVEL STOPS AND BEAM CAPS TO BE 22 GA. G.I. METAL. 2. FRAMING CONNECTIONS TO BE SIMPSON CO. OR EQUAL MISCELLANEOUS 1. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FOUNDATION, PRIOR TO FINAL INSPECTION. MIN. 5% SLOPE OUT AT LEAST 10 FT FROM FOUNDATION. THIS SHALL ALSO APPLY TO ALL LANDINGS. 2, ANY CHANGE FROM THE APPROVED PLANS SHALL BE APPROVED PRIOR TO CONSTRUCTION. CONFIRM SITE CONDITIONS PRIOR TO CONSTRUCTION. SLOPES AND SOIL CONDITIONS SHALL BE ADDRESSED ON APPROVED PLANS. 3. ALL SPREAD FOOTINGS SHALL BE PLACED 12" MIN. INTO UNDISTURBED NATIVE SOIL. ELECTRICAL 1. NOT USED 2. ALL 125 VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS (RECEPTICLES) SHALL BE LISTED TAMPER RESISTANT AS PER CEC 406.11 3. ARC -FAULT CIRCUIT INTERRUPTER: ALL 120 -VOLT, SINGLE PHASE, 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 4. ALL 110 V, 15 AND 20 AMP. RECEPTACLES LOCATED IN GARAGES, BATHROOMS, AND WITHIN C OF KITCHEN SINK OR OUTSIDE AND ACCESSIBLE WITHIN 6'-6" OF GRADE SHALL HAVE G.F.I. PROTECTION. 5. PROVIDE KITCHEN RECEPTACLE AT EACH COUNTER SPACE 12" OR WIDER. RECEPTACLES ABOVE COUNTER TO BE INSTALLED SO THERE IS NO SPACE GREATER THAN 48" BETWEEN RECEPTACLES. RECEPTACLES SHALL BE PLACED WITHIN 24" OF WALL OR CHANGE IN COUNTER, IE: OVEN, SINK, ETC. 6. 15 AND 20 AMP. BRANCH CIRCUITS SHALL HAVE NOT MORE THAN 15 OUTLETS. 7. EXTERIOR RECPTICLES SHALL BE WP/GFCI PROTECETD & WATER PROOF 8. GENERAL RECEPTACLES REQUIRE 20 AMP. CIRCUIT WITH 12 GA. COPPER WIRE. 9. OUTLETS IN KITCHENS, BATHROOMS, LAUNDRY, GARAGE AND EXTERIOR TO BE PROTECTED BY GROUND FAULT CIRCUIT INTERRUPT OUTLETS OR BREAKERS. ALL EXTERIOR OUTLETS TO ALSO BE WATER RESISTANT IN USE. 10. RECESSED CAN LIGHTS SHALL BE RATED FOR ZERO CLEARANCE FROM COMBUSTIBLE SURFACES AND INSULATION, SEALED FOR AIR TIGHT CONSTRUCTION, AND SHALL HAVE A GASKET OR CAULKING BETWEEN THE HOUSING AND CEILING SURFACE. 11. ALL EXTERIOR LIGHT FIXTURES SHALL BE LABELED "SUITABLE FOR DAMP LOCATION" 12. PROVIDE STEEL ELECTRICAL BOX IN FIRE RESISTIVE CEILINGS AND WALLS. SEPARATE ELECTRICAL BOXES BACK TO BACK IN FIRE RESISTIVE WALLS BY A MINIMUM OF 24 INCHES HORIZONTALLY. BOX AREA SHALL NOT EXCEED 16 SQ. IN. AS PER CBC. 13. PROVIDE DISCONNECTING MEANS FOR ALL AIR CONDITIONING EQUIPMENT AS PER CEC 14. VENT ALL FANS TO THE OUTSIDE, EITHER THE ROOF OR THE EXTERIOR WALL. 15. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHS IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS. -5z T# -UTE COUNTY OVELO PMENT SERVICES 2 REVIEWED FOR WRLIANCE 8 Ld Q _ � U U U) rn j N N 1 co _r .P j :2 M :2 (D U ` 3C N U F- a- 0 H LL W Y W O z W rz V W J F- F -- J W 2 W V O N Q Z Q Y LLJ = �� Qg FL: U < U Lij OV)pN U_ rn U_ U U Q ISSUE: Q10-25-16 MR Q 11-03-16 MR G SCD A Cy7TF C 1 * EXP. 0 -31-17 # DF CAIiF\P DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET GNI A. PROJECT GENERAL INFORMATION 1st Indoor Fans: Check envelope and mechanical § 140.1 B column 4) I L. ,v - -- 111* 2nd Indoor Lighting: Check lighting 1. 1 Project Location (city) Chico 7. # of dwelling units 0 2. CA Zip Code 95973 8. Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 1 of 18 11 9. Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 2 of 18 808 ft' 10. Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-OS-E Calculation Date/Time: Page 3 of 18 10:52, Wed, Nov 09, 2016 0ft1 11. Project Address: 3449 State Highway 32 Chico 95993 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 1 12 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Indoor Lighting 30.0 Project Address: 3449 State Highway 32 Chico 95973 40.0% COMPLIANCE TOTAL 188.5 185.2 Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml 193.4 0.0 rr,rnouaore Selo. NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml Process ❑ Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml Commercial Refrigeration A. PROJECT GENERAL INFORMATION 1st Indoor Fans: Check envelope and mechanical § 140.1 B column 4) I L. ,v - -- 111* 2nd Indoor Lighting: Check lighting 1. 1 Project Location (city) Chico 7. # of dwelling units 0 2. CA Zip Code 95973 8. Standards Version Compliance2015 3. Climate Zone 11 9. Compliance Software (version) EnergyPro 6.7 4. Total Conditioned Floor Area 808 ft' 10. Building Orientation (deg) (S) 180 deg 5. Total Unconditioned Floor Area 0ft1 11. Permitted Scope of Work NewComplete 6. # of Stories (Habitable Above Grade) 1 12 Building Type(s) Nonresidential B. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2 -yr) 1st Indoor Fans: Check envelope and mechanical § 140.1 B column 4) I L. ,v - -- 111* 2nd Indoor Lighting: Check lighting BUILDING COMPLIES 4th Heat Rejection: Check envelope and mechanical 5th Pumps & Misc.: Check mechanical 1. Energy Component 2. Standard Design (TDV) 3. Proposed Design (TDV) 4. Compliance Margin (TDV) S. Percent Better than Standard Space Heating 3.9 28.0 -24.1 -617.9% Space Cooling 83.4 83.3 0.1 0.1% Indoor Fans 71.2 55.9 15.3 21.5% Heat Rejection - - AE] Covered Process: Computer Rooms Performance S3 (section of the NRCC-PRF-01-E) Pumps & Misc. -- -- -- Performance S4 (section of the NRCC-PRF-01-E) Domestic Hot Water -" -- '- - Indoor Lighting 30.0 18.0 12.0 40.0% COMPLIANCE TOTAL 188.5 185.2 3.3 1.8% Receptacle 193.4 193.4 0.0 0.0% Process ❑ 1:1N Commercial Refrigeration NRCC-PRC-05-E Process Ltg - NRCC-5TH-01-E -- Warehouse Refrigeration TOTAL 381.9 378.6 3.3 0.9% C. PRIORITY PLAN CHECK/ INSPECTION ITEMS (in order of highest to lowest TDV energy savings) - 1st Indoor Fans: Check envelope and mechanical Compliance Margin By Energy Component (from Table Indoor Fans Indoor Lighting Space Cooling Heat Rejection Pumps & Misc. Domestic Hot Water Space Heating _ ® B column 4) I L. ,v - -- 111* 2nd Indoor Lighting: Check lighting Bid Space Cooling: Check envelope and mechanical 4th Heat Rejection: Check envelope and mechanical 5th Pumps & Misc.: Check mechanical 6th Domestic Hot Water: Check mechanical 7th Space Heating: Check envelope and mechanical D. EXCEPTIONAL CONDITIONS The building does not include service water heating. Verify that service water heating is not required and is not included in the design. E. HERS VERIFICATION [This Section Does Not Apply F. ADDITIONAL REMARKS None Provided G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY Identify which building components use the performance or prescriptive path for compliance. "NA"= not in project For components that utilize the performance path, indicate the sheet number that includes mandatory notes on plans. Building Component Compliance Path Compliance Forms (required for submittal) Location of Mandatory Notes on Plans Envelope N Performance NRCC-PRF-ENV-DETAILS (section of the NRCC-PRF-01-E) which ore relevant to the project. ❑ Prescriptive NRCC-ENV-01 / 02 / 03 / 04 / 05 / 06-E ❑ NA Mechanical ® Performance NRCC-PRF-MCH-DETAILS (section of the NRCC-PRF-OS-E) Mandatory Requirement ❑ Prescriptive I NRCC-MCH-01/02/03/04/05/06/07-E ❑ NA Domestic Hot Water ❑ Performance NRCC-PRF-PUB-DETAILS(section of the NRCC-PRF-OS-E) ❑ NRCI-PLB-22-E-HERS verified single dwelling unit systems in high-rise residential,hotel/motel application. ❑ Prescriptive NRCC-PLB-01-E ® NA Lighting (indoor Conditioned) ® Performance NRCC-PRF-LTI-DETAILS (section of the NRCC-PRF-01-E) NRCC-LTI-01/02/03/04/05-E ❑ Prescriptive NRCC-LTI-01/02/03/04/05-E ❑ NA Covered Process: Commercial KitchensPrescriptive Performance S2 (section of the NRCC-PRF-OS-E) Unconditioned) §140.6 NRCC-PRC-01/03-E NA AE] Covered Process: Computer Rooms Performance S3 (section of the NRCC-PRF-01-E) N ❑ Prescriptive NRCC-PRC-01/04-E NA Covered Process: Laboratory Exhaust Performance S4 (section of the NRCC-PRF-01-E) NRCC-ELC-01-E Prescriptive NRCC-PRC-Ol/09-E NA CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-09 10:53:07 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance Report Version: NRC&PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:07 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:07 Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 4 of 18 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 G. COMPI IANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY The following building components are only eligible for prescriptive Compliance. Indicate which are The following building components may have mandatory requirements per Part 6. Indicate relevant to the project. which ore relevant to the project. Yes NA Prescriptive Requirement Compliance Forms Yes NA Mandatory Requirement Compliance Forms Compliance Forms(requiredforsubmittal) Pass Fail ❑ NRCI-PLB-22-E-HERS verified single dwelling unit systems in high-rise residential,hotel/motel application. Commissioning: §120.8 ❑ 13 N Lighting (Indoor NRCC-LTI-01/02/03/04/05-E ❑ N Simple Systems NRCC-CXR-01 / 02 / 03 / 05-E N NRCI-MCH-01-E - For all buildings with Mechanical Systems Unconditioned) §140.6 ❑ ❑ ® Complex Systems NRCC-CXR-01/02/04/05-E N ❑ Lighting(Outdoor)§140.7 N RCC -LTO -01 / 02 / 03-E N ❑ Electrical: 6130.5 NRCC-ELC-01-E ❑ N Lighting (Sign) §140.8 NRCC-LTS-01-E ❑ N Solar Ready: §110.10 NRCC-SRA-01 /02-E ❑ ❑ ❑ ❑ NRCA-MCH-06-A- Demand Control Ventilation ❑ Covered Process:§120.6 NRCC-PRC-01-E ❑ NRCA-MCH-07-A- Supply Fan Variable Flow Controls ❑ ❑ ❑ N Parking Garage NRCC-PRC-02-E ❑ NRCA-MCH-09-A- Supply Water Temp Reset Controls Solar Thermal Water ❑ 1:1N Commercial Refrigeration NRCC-PRC-05-E El 131 Heating: §140.5 NRCC-5TH-01-E ❑ N Warehouse Refrigeration NRCC-PRC-06/07/08-E ❑ NRCA-MCH-12-A- Packaged Direct Expansion Units ❑ ❑ ❑ N Compressed Air NRCC-PRC-10-E ❑ 01"1 ❑ NRCA-MCH-14-A- Distributed Energy Storage ❑ N Process Boilers NRCC-PRC-11-E Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 5 of 18 Confirmed Project Name: LnILo LreeK Vet Hospital Ammon - -1 1. aa= ,- .- Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Pass Fail 3449 State Highway 32 Chico 95973 Compliance Scope: NewComplete Input File Name: 1 1608-036 Chico Creek Animal Hospital Remodei.xml ❑ ❑ Compliance Scope: ❑ NRCI-PLB-02-E - required on central systems in high-rise residential, hotel/motel application. Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xmt H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed ❑ ❑ Building Component Compliance Forms(requiredforsubmittal) Pass Fail ❑ NRCI-PLB-22-E-HERS verified single dwelling unit systems in high-rise residential,hotel/motel application. N NRCI-ENV-01-E- For all buildings ❑ ❑ Envelope ❑ NRCA-ENV-02-F-NERC label verification for fenestration ❑ ❑ ❑ N NRCI-MCH-01-E - For all buildings with Mechanical Systems ❑ ❑ NNRCI-LTI-01-E- For all buildings N NRCA-MCH-02-A-Outdoor Air ❑ ❑ ❑ ❑ N NRCA-MCH-03-A- Constant Volume Single Zone HVAC ❑ ❑ ❑ ❑ NRCA-MCH-04-H-Air Distribution Duct Leakage ❑ ❑ ❑ NRCI-LTI-OS-E -Lighting Control Credit Power Adjustment Factor (PAF) ❑ NRCA-MCH-05-A- Air Economizer Controls ❑ ❑ ❑ ❑ ❑ NRCA-MCH-06-A- Demand Control Ventilation ❑ ❑ ❑ ❑ NRCA-MCH-07-A- Supply Fan Variable Flow Controls ❑ ❑ ❑ NRCA-MCH-08-A- Valve Leakage Test ❑ ❑ 03.4% ❑ NRCA-MCH-09-A- Supply Water Temp Reset Controls ❑ ❑ Mechanical ❑ NRCA-MCH-10-A- Hydronic System Variable Flow Controls ❑ ❑ ❑ ❑ ❑ NRCA-MCH-1I-A-Auto Demand Shed Controls ❑ ❑ Electrical ❑ NRCA-MCH-12-A- Packaged Direct Expansion Units ❑ ❑ ❑ NRCI-SPV-01-E Photovoltaic Systems ❑ NRCA-MCH-13-A-Air Handling Units and Zone Terminal Units ❑ ❑ 01"1 ❑ NRCA-MCH-14-A- Distributed Energy Storage ❑ ❑ ConstantVolume ❑ NRCA-MCH-15-A-Thermal Energy Storage ❑ ❑ AFUE/14 SS ❑ NRCA-MCH-16-A- Supply Air Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-17-A-Condensate Water Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-38-A- Energy Management Controls Systems ❑ ❑ ❑ NRCV-MCH-04-H- Duct Leakage Test ❑ ❑ H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Project Name: LnILo LreeK Vet Hospital Ammon - -1 1. aa= ,- .- Compliance Forms (requiredfor submittal Pass Fail 3449 State Highway 32 Chico 95973 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 ❑ ❑ Compliance Scope: ❑ NRCI-PLB-02-E - required on central systems in high-rise residential, hotel/motel application. Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xmt 1608-036 Chico Creek Animal Hospital Remodel.xml H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Building Component Compliance Forms (requiredfor submittal Pass Fail 3449 State Highway 32 Chico 95973 ❑ NRCI-PLB-01-E - For all buildings with Plumbing Systems ❑ ❑ Compliance Scope: ❑ NRCI-PLB-02-E - required on central systems in high-rise residential, hotel/motel application. ❑ ❑ 1608-036 Chico Creek Animal Hospital Remodel.xml ❑ NRCI-PLB-03-E - Single dwelling unit systems in high-rise residential, hotel/motel application. ❑ ❑ ❑ ❑ NRCI-PLB-21-E- HERS verified central systems in high-rise residential, hotel/motel applical ion. ❑ ❑ Plumbing ❑ NRCI-PLB-22-E-HERS verified single dwelling unit systems in high-rise residential,hotel/motel application. ❑ ❑ ❑ NRCA-PRC-03-F-Garage Exhaust ❑ NRCV-PLB-2I-H-HERS verified central systems in high-rise residential, hotel/motel application. ❑ ❑ Covered Process ❑ NRCV-PLB-22-H - HERS verified single dwelling unit systems in high-rise residential, hotelfmotel application. ❑ ❑ ❑ ❑ NRCI-STH-01-E- Any solar water heating ❑ ❑ ❑ NNRCI-LTI-01-E- For all buildings ❑ ❑ ❑ NRCA-PRC-06-F- Refrigerated Warehouse- Air Cooled Condenser Controls ❑ NRCI-LTI-02-E -Lighting control system, or for an Energy Management Control System (EMCS) ❑ ❑ 10. Window to Wall Ratio ❑ NRCI-LTI-03-E-Line-voltage track lighting integral currentlimiter, or for a supplementary overcurrent protection panel used to energize only line -voltage track lighting ❑ ❑ ❑ ❑ NRCI-LTI-04-E -Two interlocked systemsserving an auditorium, a convention center, a conference room, or a theater ❑ ❑ Indoor Lighting ❑ NRCI-LTI-OS-E -Lighting Control Credit Power Adjustment Factor (PAF) ❑ ❑ ❑ ❑ NRCI-LTI-06-E-Additional wattage installed in a video conferencing studio ❑ ❑ 162 ft1 ❑ NRCA-LTI-02-A- Occupancy sensors and automatic time switch controls. ❑ ❑ ❑ ❑ NRCA-LTI-03-A- Automatic daylighting controls ❑ ❑ 0.50 ❑ NRCA-LTI-04-A- Demand responsive lighting controls ❑ ❑ 03.4% 0NRCI-LTO-01-E- Outdoor Lighting ❑ ❑ Outdoor Lighting ❑ NRCI-LTO-02-E- EMCS Lighting Control System ❑ ❑ 0ft1 ❑ NRCA-LTO-02-A- Outdoor Lighting Control ❑ ❑ Sign Lighting ❑ NRCI-LTS-01-E-Sign Lighting ❑ ❑ Electrical NNRCI-ELC-01-E- Electrical Power Distribution ❑ ❑ Photovoltaic ❑ NRCI-SPV-01-E Photovoltaic Systems ❑ ❑ CA Building Energy Efficiency Standards -2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:07 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at. 2016-11-0910:53:07 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:07 Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 7 of 18 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and JI Details Sections for Acceptance Tests and forms by equipment. Confirmed Page 8 of 18 Building Component Compliance Forms(requiredfor submittal) Pass Fail S. Number of Floors Above Grade ❑ NRCI-PRC-01-E Refrigerated Warehouse ❑ ❑ 2. Total Unconditioned Floor Area ❑ NRCA-PRC-01-F- Compressed Air Systems ❑ ❑ Framing Type ❑ NRCA-PRC-02-F- Kitchen Exhaust ❑ ❑ Oft, ❑ NRCA-PRC-03-F-Garage Exhaust ❑ ❑ Covered Process ❑ NRCA-PRC-04-F-Refrigerated Warehouse -Evaporator Fan Motor Controls ❑ ❑ 4. ❑ NRCA-PRC-05-F- Refrigerated Warehouse- Evaporative Condenser Controls ❑ ❑ S. ❑ NRCA-PRC-06-F- Refrigerated Warehouse- Air Cooled Condenser Controls ❑ ❑ 10. Window to Wall Ratio ❑ NRCA-PRC-07F- Refrigerated Warehouse- Variable Speed Compressor ❑ ❑ Area ft z ❑ NRCA-PRC-08-F- Electrical Resistance Undersiab Heating System ❑ 1 ❑ 1. ENVELOPE GENERAL INFORMATION (See NRCC-PRF-ENV-DETAILS for more information) NRCC-PRF-01-E Page 8 of 18 1, 2. 1. Total Conditioned Floor Area 808 ft, S. Number of Floors Above Grade 1 7. Confirmed 2. Total Unconditioned Floor Area Oft, 6. Number of Floors Below Grade 0 Framing Type Cavity R -Value Continuous R -Value 3. Addition Conditioned Floor Area Oft, w _ § 110.6 ExteriorWall Confirmed 1. 4. Addition Unconditioned Floor Area Oft, 4. S. 6. va S. 7. Opaque Surfaces & Orientation NA 8. Total Gross Surface Area 9. Total Fenestration Area 10. Window to Wall Ratio Fenestration Type Certification Method' North Wait Area ft z 320f2 Oft, 00.0% ❑ ❑ East Wall Milgard Classic Low -E2 Vinyl 162 ft1 0 ft° 00.0% ❑ ❑ South Wall 0.50 320W 11 ft1 03.4% ❑ ❑ -- West Wall SZAC (Packaged 3 Phase) Oft1 0ft1 00.0% ❑ 15 Total Total SEER -14.0 802 ft' 11 ft2 01.4% ❑ ❑ Roof 0.95 808 `t2 01"1 00.0% ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Repel t Version: N RCC -PRF -01-E-06212016-760 Report Generated at: 2016-11-0910:53:07 Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 8 of 18 1, 2. Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 6. 7. Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml Surface Type z Area (ft) Framing Type Cavity R -Value Continuous R -Value J. FENESTRATION ASSEMBLY SUMMARY v N w _ § 110.6 ExteriorWall Confirmed 1. 2. 3. 4. S. 6. 7. S. 9. NA 0 Fenestration Assembly Name/ Tag or I.D. Fenestration Type Certification Method' Assembly Method Area ft z Overall U -factor Overall SHGC Overall VT g N N U -Factor: 0.033 Milgard Classic Low -E2 Vinyl VerticalFenestration NFRCRated Manufactured 11 0.32 0.27 0.50 N ❑ ❑ 'Newly installed fenestration shall hove o certified NFRCLabel Certificate or use the CEC default tables found in Table 110.6-A and Table 110.6-a. Cytherea, Gas. (cold waves arelar the glass-omg oetermmeo by"I manumurith, ono me snuw,yuravae of verification. Site built fenestration values are calculated per Nonresidential Appendix NA6 and are used in the analysis. 2 Status: N -Need A -Alteretl, E -Existing Taking compliance credit for fenestration shading devices? (if "Yes", see NRCC-PRF-ENV-DETAILS for more information) K. OPAQUE SURFACE ASSEMBLY SUMMARY § 120.7/ § 140.3 Confirmed 1, 2. 3. 4. S. 6. 7. 8. d T Surface Name Surface Type z Area (ft) Framing Type Cavity R -Value Continuous R -Value 5T -Factor -fa / C -Factor v N w _ R-21 Walla ExteriorWall 802 Wood 21 NA U -Factor: 0.065 N ❑ ❑ R -O Interior Wa1113 Interior Wall 162 NA 0 NA U -Factor: 0.488 N ❑ ❑ R-38 Roof Attic w/Radiant17 Roof 808 Wood 38 NA U -Factor: 0.033 N ❑ ❑ Slab On Grade19 I UndergroundFloor 0 NA 0 NA F -Factor: 0.730 N ❑ rEll Status: N- New, A-A'tered, E - Existing L. ROOFING PRODUCT SUMMARY § 140.3 Confirmed 1. 2. 3. 4. S. 6. 7. 110:52, Wed, Nov 09, 2016 Product Type Product e25 lb ft, Aged Solar Thermal SRI Cool Roof Credit CRRC Product ID Number m = - M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information) Reflectance Emittance § 110.1 / § 110.2 Dry System Equipment' (Fan & Economizer info included below in Table N) R-38 Roof Attic w/Radiantl7 No 0.08 0.75 NA No NA ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-09 10:53:07 Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page9 of 18 2. 3. Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 110:52, Wed, Nov 09, 2016 (kBtu/h) Value Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml LLJ Air M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information) v N = § 110.1 / § 110.2 Dry System Equipment' (Fan & Economizer info included below in Table N) I Confirmed 1. 2. 3. 4. 5. 6. 7. 8. 9. 10, 11. HP BHP Equip Name Equip Type System Type (Simple a or Complex 4) Qty Total Heating Output (kBtu/h) Supp Heat Source (V/N) Supp Heat Output (ketuh) Total Cooling Output (kBtu/h) Efficiency Acceptance Testing Required? (Y/N) q s I- v, = Cooling Heating Pig System 0.80 SZAC (Packaged 3 Phase) Simple 1 60 No 0 29 SEER -14.0 AFUE-80.0 Yes N El E]AFUE/1451 Wet System Equipment) Pumps I J Confirmed 12. 13. 14. 1 15. 16. 17. 18. 1 19. 1 20. 1 21. 1 22. 123. 24. 2. 3. Equip Name Equip Type K Rated Capacity Tank VSD v Qty Vol(gal) Efficiency Standby Loss I EXL.R Qty GPM HP I (Y/N) 9 N = (kBtu/h) Value Supply Fan Return Fan ' Dry System Equipment includes furnaces, air handling units, heat pumps, etc. 2 Wet system Equipment Includes boilers, chillers, cwling towers, water heaters, etc. a Simple Systems must complete NRCC dial commissioning design revlew form 4 complex Systems must complete NRCC-CXR-04-E commissioning design reviewform s A surrmary of which acceptance tests are applicable is provided in NRCOPRF-MCH-DETAILS 6 Status: N - New, A -Altered, E -Existing Discrepancy between modeled and designed equipment sizing? (if "Yes", see Table F. "Additional Remarks" for an explanation) No N. ECONOMIZER & FAN SYSTEMS SUMMARY' § 140.4 Confirmed 1. 2. 3. 4. 5. O Outside Supply Fan Return Fan LLJ Air Economizer Type v N = Equip Name TSP O r TSP (if present) CFM CFM HP BHP (inch Control CFM HP BHP (inch Control 01 I- Q 8 r U O <U'1- to WC) O VIC) U U Q ISSUE: Pkg System 0.80 4661000 0.300 0.300 0.95 ConstantVolume 1000 0.300 0.300 1.14 ConstantVolume NoEconomizer El El AFUE/14 SS 1 Mechanical ventilation calculations and exhadetfans are included in the NRCC- Par -MCH DETAILS section CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance PERMIT#-�� ITy� ZZ Report Version: NRCC-PRF-01-E-06212016-760 Report GprteimtTT1dQP.`�bi6-3f09 6M W J H- DATE: August30, 2016 SCALE: PER PLAN' DRAWN: MMR JOB NAME: 016-014 SHEET ENi It I I� SII �I��Ii J LLJ 0 O G LLJ V) O r N cQ G Z Q Y=9p Ld 01 I- Q 8 r U O <U'1- to C N O 0- U U Q ISSUE: 10 2 -1 5 6 MR A11-03-16 MR DATE: August30, 2016 SCALE: PER PLAN' DRAWN: MMR JOB NAME: 016-014 SHEET ENi It I I� SII �I��Ii �� LI..._I ill _.. Ili- 1.. -_-- -._-__ -_ --_ -_ 1---- -- - __ _... _. - _ _ _. __ _ _ __ _ _ _ - -_ __-.:. --- -... __ - - -- ----- .. - --- -_ --_ - - ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV -MM Project Name Chico Creek Vet Hospital Addition Date 11/9/2016 DESCRIPTION Building Envelope Measures: §110.8(a): installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3. §110.8(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §110.8(f): The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-13 between framing members. _ §110.7(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 efir a of §110.6(a): window area, 0.3 cfm/ft.a of door area for residential doors, 0.3 Cfm/ft.2 of door area for nonresidential single doors (swinging and sliding), and 1.0 cfm/ft.a for nonresidential double doors (swinging). §I10.6(a): Fenestration U -factor shall be rated in accordance with NFRC 100, or the applicable default U -factor. §110.6(a) : Fenestration SHGC shall be rated in accordance with NFRC 200, or NERC 100 for site -built fenestration, or the applicable default SHGC. §110.6(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). H Eneargrylano 6.7 by Ener Soy User Number. 3695 RunCode: 2016-11-09T10:53:37 ID: 1608-036 Chico Cre Page 21 of 32 STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO-01-E ilseacrod 05/15 CALIFORNIA ENERGY COMMISSION w CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting (Page 1 of 1 P,oeaNamei Chico Creek Vet Hospital Addition cau-saved: 11/9/2016 Project Address: 3449 State Highway 32 Chico, CA 95973 Total Illuminated landscape Area 0 General Information Phase of Construction: ❑ New Construction 0 Addition ❑ Alteration Outdoor Lighting Zone (OLZ) ❑ OLZ-1 ❑ OLZ-2 m OLZ-3 ❑ OLZ-4 I have confirmed with the AHJ which OLZ applies to this site. For default lighting zone designations, see Title 24 Part 6, §10-114 LIGHTING COMPLIANCE DOCUMENTS (check box for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. M NRCC-LTO-01-E Certificate of Compliance m NRCC.LTO-02-E Outdoor Lighting Controls Certificate of Compliance m NRCC-LTO-03-E Outdoor Lighting Power Allowance Certificate of Compliance Summary of Allowed Outdoor Lighting Power Watts 1. Sum Total ALLOWED Outdoor Lighting Wattage from NRCC-LTO-03-E, page 1 = 42 Complies ONLY if Installed <Allowed 2. Sum Total INSTALLED Outdoor lighting Wattage from NRCC-LTO-01-E, page 3 42 Declaration of Required Installation Certificates- Declare by checking all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) ❑ NRCI-LTO-01-E - Must be submitted for all buildings ❑ Field Inspector NRCI-LTO-02-E - Must be submitted for a lighting control system, or for an ❑ Field Inspector Energy Management Control System (EMCS), to be recognized for Compliance. g Declaration of Required Certificates of Acceptance - Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) IRI NRCA-LTO-02-A - Must be submitted for outdoor lighting controls. ❑Field Inspector CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO-01-E Revised 05/15 CALIFORNIA ENERGY COMMISSION 15, CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting (Page 2 of 4) ar°leg Na,ne Chico Creek Vet Hospital Addition oaoprepared 11/9/2016 Schedule of luminaires exempt from the outdoor lighting power requirements in §140.7 - - -- - Name or Symbol Description of exempt luminaire in accordance with the exemptions Schedule of luminaires exempt from the cutoff requirements in §130.2(b) uminaire in acco rdance with the exemptions ri tion of exem t I Name or Symbol �Desc p p Schedule of luminaires exempt from the outdoor lighting control requirements in §130.2(c) Name cr Symbol Description of exempt luminaire in accordance with the exemptions May 2015 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May ZU15 STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-LTO.01-E Revisea 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-01-E Outdoor Lighting (Page 3 of 4) rn;eat RName: Chico Creek Vet Hospital Addition a=te empdfea 11/9/2016 A. OUTDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts Location Cutoff Field Inspector A g C D E F G H I Name or Item Tag Complete Luminaire Description 3 m 3 = Gm °' How wattage was determined z 3 , v v rc N o ca -, n - '-' , ' � m s M d v m nso or PrimaryFunction area in which these luminaires are installed m c m - - .. ^ R o n as ^o 3 0 o a a w o L-2 (1) Lithonia Mini Wall Pack OWP342F 4: 42.0 91 CI1 Type/ Description of Ligi.e.motion 42 Other Entrance/Exit ❑ ❑ ❑ ❑ sensor, photor ❑ ❑ ;4' wwww-, ❑ ❑ ,��„Location ❑ ❑ and Application of time -sof ❑ ❑ 0 0 0 0 N ❑ ❑ wastronomical ❑ ❑ time-bas UnitsN ❑ ❑ w`o ;,,contro ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -- ❑ ❑ ❑ ❑ ❑ ❑ ❑10311❑ 13 ❑ ❑ ❑ ❑ INSTALLED WATTS PAGE TOTAL: 42 Enter sum total of all pages (Sum Total INSTALLED Outdoor lighting wattage)into NRCC-LTO-01-E; Page 1 42 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA OUTDOOR LIGHTING Revleea osna OF COMPLIANCE Outdoor Lighting I CALIFORNIA ENERGY COMMISSION ,.,- NRCC-LTO-01-E (Page 4 of 4) -11/9/2016 STATE OF CALIFORNIA OUTDOOR LIGHTING CONTROLS CEC-NRCC-1_T&02(Revised 05/15 CERTIFICATE OF COMPLIANCE l(Page praettName. Chico Creek Vat Hospital Addition MISSION 0OUTDOOR CALIFORNIA ENERGY COM-ECCER�AOCOMPLIANCE 1 of 3) 0aI'llepardi 11/9/2016 STATE OF CALIFORNIA LIGHTING CONTROLS s' CALIFORNIA ENERGY COMMISSION Address: 2809 Bechelil Lane CEA certification Identification(if applicablep. NRCC-LTO O2-Ecec-NRcc-Lro-ot-E Price. 530-275-3350 RESPONSIBLE PERSON'S DECLARATION STATEMENT OutControls (Page 2 of 3)CERTIFICATE 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identifiedon this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufacturec devices for the building design or system design identified on this Certificate of Compliance Chico Creek Vet Hospital Addition pare' 11/9/2016 worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. o t P, a,ed- responsible Designer Signature: �-�-- cempanv: Evans Electric Date signed: 11-09-16 Aaare:,: 236 W. East Ave. STE A Pmie=t Name: Chico Creek Vet Hospital Addition ` ' P The NRCC-LTO-02-E shall be used to document all mandatory outdoor lighting controls that are applicable to the project. DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Adrian Starr Documentation Author Signatu re: Company: A 5 Starr Energy Corporation signamreDate: 11/9/2016 Address: 2809 Bechelil Lane CEA certification Identification(if applicablep. city/state/zip: Redding, CA 96002 Price. 530-275-3350 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identifiedon this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufacturec devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Robert Evans responsible Designer Signature: �-�-- cempanv: Evans Electric Date signed: 11-09-16 Aaare:,: 236 W. East Ave. STE A License: 869052 city/snare/zip: Chico, CA 95926 Phone: 530-966-4668 Mandatory Outdoor Lighting Control Declaration Statements Check all that apply: ❑ Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance Efficiency Regulations in accordance with §110.9(a). ❑ Lighting shall be controlled by a lighting control system or energy management control system in accordance with §110.9. An Installation Certificate shall be submitted in accordance with §130.4(b). El All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's instructions in accordance with §130.1 ❑ Part -Night Outdoor Lighting Controls, as defined in Section 100.1(b), shall meet the requirements in Section 110.9(b)5 ❑ All outdoor incandescent luminaires rated over 100 watts, determined in accordance with Section 130.0(c), shall be controlled by a motion sensor. ❑ All outdoor luminaires rated for use with lamps greater than 150 lamp watts, determined in accordance with Section 130.0(c), shall comply with Backlight, Uplight, and Glare (collectively referred to as "BUG") in accordance with Section 130.2(b) ❑ All installed outdoor lighting shall be controlled by a photocontrol or outdoor astronomical time -switch control in accordance with Section 130.2(c)1 F1 All installed outdoor lighting shall be circuited and independently controlled from other electrical loads by an automatic scheduling control in accordance with Section 130.2(c)2 ❑ All installed outdoor lighting, where the bottom of the luminaire is mounted 24 feet or less above the ground, shall be controlled with automatic lighting controls in accordance with Section 130.2(c)3 ❑ For Outdoor Sales Frontage, Outdoor Sales Lots, and Outdoor Sales Canopies lighting, an automatic lighting control in accordance with Section 130.2(c)4 ❑ For Building Facade, Ornamental Hardscape and Outdoor Dining lighting, an automatic lighting control in accordance with Section 130.2(c)5 El Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in accordance with §130.4.(a). Outdoor lighting controls shall comply with the applicable requirements of Section 130.2(c) and Reference Nonresidential Appendix NA7.8 MANDATORY OUTDOOR LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST m � m Standards Complying With D n 5 Outdoor Lighting Control Schedulea (✓all that apply, or enter 'E' if Exempted) m v - to v m to a � A g7(i.e. C D E F G H 1 N O Type/ Description of Ligi.e.motion sensor, photor # ;4' wwww-, ,��„Location and Application of time -sof o 0 0 0 0 N ow ryLuminaires wastronomical being controlledcentralized time-bas UnitsN w`o ;,,contro -- ❑ ❑ ❑ ❑ 13 13 ❑ ❑ ❑ ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance May 2015 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance May 2015 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance lune 2013 I I- PEWNIff'" UTIECCUNTYDE ELOPMENTSEf JI0c8 REVIEW 1, �" d ' C,0DE CO DATE_ I I� Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 10 of 18 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Compliance Scope: NewComplete Input File Name 11608-036 Chico Creek Animal Hospital Remodel.xml f18 1- § 130,0 Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 11 of 18 Confirmed 1- 2. Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 12 o Complete Luminaire Description (i.e., 3 -lamp fluorescent troffer, F32T8, one dimmable electronic ballast) }r.. How Wattage is Determined Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Compliance Scope: NewCompleteInput File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml 0. EQUIPMENT CONTROLS § 130,0 I § 120.2 Confirmed 1- 2. 3. Complete Luminaire Description (i.e., 3 -lamp fluorescent troffer, F32T8, one dimmable electronic ballast) Watts per luminaire How Wattage is Determined Equip Name EquipType ControlsNo Pass Fail CEC Default from NAS Accordin to g §730.0(c) DCV Controls ( 2 ) Uthonia LP 840 #2GTL LED 17w 34 E00 Pug System 0.80 AFUE/14 Sl SZAC No Economizer 340 ❑ Professions Code to sign this document as the person responsible for its preparation; and that I am No Supply Air Temp. Control licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. ExteriorWall 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its P. SYSTEM DISTRIBUTION SUMMARY § 120.4/ § 140.4(i) R. INDOOR CONDITIONED LIGHTING SCHEDULE (Adapted from NRCC-LTI-01-E)1 § 130,0 Luminaire Schedule (includes all permanent installed lighting in conditioned space, and portable lighting over 0.3 w/ft' in offices) Installed Watts (Conditioned) Confirmed Name or Item lag Complete Luminaire Description (i.e., 3 -lamp fluorescent troffer, F32T8, one dimmable electronic ballast) Watts per luminaire How Wattage is Determined Total Number Luminaires Installed Watts Pass Fail CEC Default from NAS Accordin to g §730.0(c) L-1 ( 2 ) Uthonia LP 840 #2GTL LED 17w 34 Yes No 10 340 ❑ 1 ❑ This Section Does Not Apply I 1lflighting power densities were used in the compliance model Building Departments will need to checkprescriptive farms for Luminaire Schedule details Sl. COVERED PROCESS SUMMARY- ENCLOSED PARKING GARAGES 4140.8 Does the Project Include Zonal Systems? (if "Yes", see NRCCGPRF-MCH-DETAILS for system information) No - Does the Project Include a Solar Hot Water System? (if "Yes", see NRCC-PRF-MCH-DETAILS for system information) No This Section Does Not Apply Multifamily or Hotel/ Motel Occupancy? (if "Yes', see NRCC-PRF-MCH-DETAILS for DHW system information) No S2. COVERED PROCESS SUMMARY- COMMERCIAL KITCHENS § 140.9 Q. INDOOR CONDITIONED LIGHTING GENERAL INFO (see NRCC-PRF-LTI-DETAILS for more info)' § 140.6 U. ENERGY USE SUMMARY Confirmed 1. 2. 3. 4. S. Signature: Company: A 5 Starr Energy Lorporation- Occupancy Type Conditioned Floor Area' Installed Lighting Power Lighting Control Credits Additional (Custom) Allowance a Door Type RESPONSIBLE PERSON'S DECLARATION STATEMENT (ftt) (Watts) (Watts) Vapor permeable felt -1/8 im I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am ❑ licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. ExteriorWall 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its Area Category Footnotes Tailored Method (Watts) ❑ ❑ this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. ❑ ❑ (Watts) Envelope Designer Name: Tim Leefeldt Archtecture _ Stucco - 7/8 in. Electrical, Mechanical, 808 340 0 0 i 0 ❑ ❑ Telephone Rooms m X O3 �^ Responsible Lighting Designer Name: Robert Evans Zone 1 -Vet Clinic ? Signature: -� Company: Evans Electric Building Totals: 808 340 City/State/Zip: Chico CA 95926 0 Phone: 530-966-4668 Title: License #:869052 // This Section Does Not Apply S3. COVERED PROCESS SUMMARY - COMPUTER ROOMS § 140.9 - This Section Does Not Apply S4. COVERED PROCESS SUMMARY -LABORATORY EXHAUSTS § 140.9 This Section Does Not Apply T. UNMET LOAD HOURS This Section Does Not Apply `See Table 140.6{ 2 See NRCC-m-of-Efar unconditioned spaces -- 3Lighting information for existing spaces modeled is not included In the table Chico Creek Vet Hospital Addition U. ENERGY USE SUMMARY 1 certify that this Certificate of Compliance documentation is accurate and complete. Project Address: Electric Natural Gas (kWh/yr) (therms/yr) Total Annual Baseline 11136.1 16.6744 Total Annual Proposed 9946.64 121.795 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Chico Creek Vet Hospital Addition 410-103 1 certify that this Certificate of Compliance documentation is accurate and complete. Project Address: oo/�io /aaiioxa ///aaia/asia/.�o/a�/iiiimiaia�' ///.�iimniiaxas/ //�/ioiia/aa .a�//amvoi om/000//mo am/oo omooi //m000iwvo Documentation Author Name: Adrian Starr 10:52, Wed, Nov 09, 2016 Compliance Scope: Signature: Company: A 5 Starr Energy Lorporation- (.Cts Address: 2809 Bechelli Lane SignatureDate: 11-9.2016 City/State/Zip: Redding CA 96002 CEA Identification (If applicable): Phone: 530-275-3350 Door Type RESPONSIBLE PERSON'S DECLARATION STATEMENT Operation I certify the following under penalty of perjury, under the laws of the State of California: z Vapor permeable felt -1/8 im I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am ❑ licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. ExteriorWall 1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its P preparation; and that I am a licensed contractor performing this work. WoodGreaterThanOrEquaiTol.75inThickDoor 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. ❑ ❑ //O///// ///esponsble Envelope Designer Name: Tim Leefeldt Archtecture _ Stucco - 7/8 in. Signature: d i Company: Tim Leefeldt Archtecture gHP Address: 236 W. East Ave., Ste.A Date Signed 11-09-16 City/State/Zip: Chico CA 95926 Declaration Statement Type: Phone: 530474-5880 Title: License #: PMB 212 m X O3 �^ Responsible Lighting Designer Name: Robert Evans Zone 1 -Vet Clinic ? Signature: -� Company: Evans Electric na Address: 236 W East Ave. STE A Date Signed: 11-09-16 City/State/Zip: Chico CA 95926 Declaration Statement Type: Phone: 530-966-4668 Title: License #:869052 // / // /////////// //////////////�Y/L4�A//////////////H/////LkY//LAS➢/tel//////// Responsible Mechanical Designer Name: Mark Ashcroft R-38 Roof Attic ignature: Company: Ashcraft Air Conditioning n Ado. ess: P.O. Box 1780 Date Signed: 11-09-16 City/State/Zip: Chico CA 95927 Declaration Statement Type: Phone: 530-343-2085 Title: License #: Ld p U 2 U v Q _ � U U 0) -fit i- >> N N 1W 00 Li Q Nw W � M c g L 1= 0_ N U F- LL_ W I CA Building Energy Efficiency Standards -2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:07 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:0) CA Building Energy Efficiency Standards -2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:07 Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 13 of 18 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml NRCC-PRF-ENV-DETAILS -SECTION START - A. OPAQUE SURFACE ASSEMBLY DETAILS Confirmed 1. 2. 3. 4. i v Surface Name Surface Type Description of Assembly Layers Notes 3y 3 Rated Capacity Fail Hardboard - HOF - 50 lb/ft3 -1/2 in. Door Type Certification Method Operation Overall U -factor z Vapor permeable felt -1/8 im or I.D. ❑ ❑ R-21 WaIM ExteriorWall Wood framed wall, 161n. OC, 5.51n., R-21 Z Wood Door10 WoodGreaterThanOrEquaiTol.75inThickDoor Default Performance Swinging Gypsum Board - 5/8 in. ❑ ❑ 2 D N Stucco - 7/8 in. Min. Min. Ratio gHP R -O Interior Wa1113 InteriorWall Vapor permeable felt- 1/8 in. TvI ❑ ❑ m X O3 �^ Gypsum Board -1/2 in. Zone 1 -Vet Clinic ? 1 ? na Asphalt shingles -1/4 in. m 1000 NA NA NA Vapor permeable felt - 1/8 in. ❑ ❑ ❑ R-38 Roof Attic Roof Plywood - 1/2 in. n ❑ ❑ w/Rad iari +nim Air - Cavity - Wall Roof Ceiling - 4 in. or more a a a Wood framed roof, 241n. OC, 3.5in., R-38 00 " D O D 9 Gypsum Board - 1/2 in. ? 3 y 3 Slab Type = UnheatedSlabOnGrade D I Z z Slab On Grade19 Underground Floor Insulation Orientation = None ZONE NAME ❑ ❑ z Insulation R -Value = RO n a B. OVERHANG DETAILS (Adapted from NRCC-ENV-02-E) This Section Does Not Apply C. OPAQUE DOOR SUMMARY Confirmed 1, 2. 3- 4. 5. 10:52, Wed, Nov 09, 2016 Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital RemodeLxml 3y 3 Rated Capacity Fail Opaque Door Assembly Name /TagPass Door Type Certification Method Operation Overall U -factor z NA NA or I.D. lEconomizer n -t v, v1 Z Wood Door10 WoodGreaterThanOrEquaiTol.75inThickDoor Default Performance Swinging 0.500 ❑ ❑ 1 Status: N- New, A - Altered, E -Existing CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 14 of 18 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital RemodeLxml NRCC-PRF-MCH-DETAILS -SECTION START - A. MECHANICAL VENTILATION AND REHEAT (Adapted from 2013-NRCC-MCH-03-E) Confirmed 1. DESIGN AIR FLOWS 2. VENTILATION (§ 120.1) 3. 4. 5. 6. mJD at, 3 3 3y 3 Rated Capacity ^O 3 Airflow (cfm) 3 A in z NA NA n lEconomizer n -t v, v1 Z D System ID O Qty Z 3 W 2 D N Z Min. Min. Ratio gHP Cycles ECM Motor Z TvI p3 m3 m X O3 �^ m Zone 1 -Vet Clinic ? 1 ? na Z m 1000 NA NA NA NA ❑ ❑ ❑ Addit3-TRM a > n a n n +nim a a a a CONDITIONED 00 " D O D 9 ? 3 y 3 v v D I Z z sh _ ZONE NAME o r- 3< z n a ' z 3 Equipme.at o w m T ° 3 -^„ D or 3 D N ^' O z rt' N D < n 2 rZ,l It Of 3 3 (1 9 3 Z C) Z 'G < M n D 9 M rr,i E -9 m rC m o p a z t 0 z 0 z o z x `4 'o ° o X ro o n» m 3 W S n n D n, -• ? s a m O n �+ ,Q„ n o 3 o 3 A A A ., ,z m Z 3 < m 3 a p F 1 n - ¢= a m z to N R Pkg System Pkg System Plcg System 0.80 1 X %M 1 -Zone 1 -Vet 1-VAil 0.80 AFUE/14 1,000 NA NA NA NA N O.SOAFUE/14 808 0.15 6 19.5 121 466 NA N ❑ ❑ Clinic 51 51 TOTAL 808 6 121 466 NA ❑ ❑ B. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY § 140.4 1. 2. 3. 4. 5. 6. 7. 8. Confirmed 1608-036 Chico Creek Animal Hospital RemodeLxml 3 3 Rated Capacity 3 3 Airflow (cfm) Fan 3 3 Test Required NA NA n lEconomizer n n n n n n System ID System Type Qty n Zone Name to m n n Design Min. Min. Ratio gHP Cycles ECM Motor x x x x x ? x Zone 1 -Vet Clinic Uncontrolled 1 ? T NA 1 -Zone l - Vet Clinic Addit 1000 NA NA NA NA ❑ ❑ ❑ Addit3-TRM a > n a n n a a a a a a AL1ST FAN SUMMARY -tion Does Not Apply D. DHW EQUIPMENT SUMMARY- (Adaptedfrom NRCC-PLB-01) This Section Does Not Apply Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-Ol-E Page 15 of 18 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital RemodeLxml E. MULTI -FAMILY CENTRAL DHW SYSTEM DETAILS This Section Does Not Apply F- SOLAR HOT WATER HEATING SUMMARY (Adapted from NRCC-STH-01) This Section Does Not Apply G. MECHANICAL HVAC ACCEPTANCE TESTS & FORMS (Adapted from 2013-NRCC-MCH-01-E) § RA4 Declaration of Required Acceptance Certificates (NRCA) -Acceptance Certificates that may be submitted. (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). Page 16 of 18 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Test Required NA NA n n n n n n n n n n n n n n n n n Confirmed Test Description s x x x x x x x x ? x ? ? ? ? x x O N 6 W O b n O n O n O a O a a > n a n n a a a a a a a N Equipme.at o w m v O ° 3 v o < n d n o 0 o rt' N ~ N < n to ^ m Requiring It Of o N o o < p an d p -. c,3 O O S o O Xaa m o Testing or units ° o p x `4 'o 'o o X ro o n» m 3 Verification n, -• ? 5' n w �+ ,Q„ n o „ o o w ., ,z ° < m 3 a p F 1 n - ¢= a m z to N R Pkg System 0.80 1 X %M _- -_ __ -. __ __ -- ❑ ❑ Al 51 H. EVAPORATIVE COOLER SUMMARY This Section Does Not Apply Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:07. CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-0621201&760 Report Generated at: 2016-11-0910:53:07 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:07 Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 16 of 18 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Compliance Scope: NewComplete input File Name: 1608-036 Chico Creek Animal Hospital RemodeLxml NRCC-PRF-LTI-DETAILS -SECTION START - A. INDOOR CONDITIONED LIGHTING CONTROL CREDITS (Adapted from NRCC-LTI-02-E) § 140.6 Lighting Control Credits Schedule (includes all lighting controls installed in conditioned space for Control Credit Calculation Room Cavity Ratio (Table G) Confirmed compliance credit per §340.6(a)2 and Table 140.6-A) Allowed Watts Confirmed Pass Fail NA NA NA V if Acceptance NA Location in Occupancy Type (must meet Type/Descriptionof Lighting ❑ El❑ Watts of Power Control Credit Test Required NA NA NA NA ❑ ❑ Non -Rectangular Spaces 0 Control (i.e., partial on occupancy #of Units Controlled Adjustment Watts Responsive 0 El El 11 Building requirements of Table 140.6-A) sensor, manual dimming, etc.) I Lighting Factor ❑ Pass Fail S-1-Zonel-Vet Electrical, Mechanical, Telephone -none specified- 1 340 0.00 0 ❑ ❑ Clinic Addit Rooms F_ n 8. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROLS (Adapted from NRCC-LTI-02-E) This Section Does Not Apply §330.1(0) = Manual area controls; §330.0(6) = Multi Leveh §130.1h) =Auto Shat-Off,§130.1(it)=Mandatory Daylight §130.1(e)= Demand Ros,ansrve C. TAILORED METHOD LIGHTING POWER ALLOWANCE SUMMARY AND CHECKLIST (Adapted from NRCC-LTIA4-E) § 140.6 General lighting power (see Table D) 0 General lighting power from special function areas (see Table E) NA Additional "use it or lose it" (See Table G) 0 Total watts 0 D. GENERAL LIGHTING POWER (Adapted from NRCC-LTI-04-E) :§14:0.6:-D This Section Does Not Apply E. GENERAL LIGHTING FROM SPECIAL FUNCTION AREAS (Adapted from NRCC-LTI-04-E) § 140.6(c) 3H Room Number Primary Function Area Illuminance Value (LUX) Room Cavity Ratio (Table G) Allowed LPD 1 Floor Area (ft) Allowed Watts Confirmed Pass Fail NA NA NA NA NA NA NA ❑ ❑ Note;ia,mrea Meenootor 3penol runaionareasrsnm cm,ena..mp..... -- CA Building Energy Efficiency Standards -2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:07 Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-01-E Page 17 of 18 Project Address: 13449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Compliance Scope: INewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel.xml Combined Ornamental and Special Very Valuable Merchandise Allowed Watts F. ROOM CAVITY RATIO (Adapted from NRCC-LTI-04-E) e Outdoor ControlsOccupant Lighting Rectangular Spaces ❑ El❑ Room Number Task/Activity Description Room Length (ft) Room Width (ft) Confirmed Room Cavity Height (it) RCR Pass Fail NA NA NA NA NA NA ❑ ❑ Non -Rectangular Spaces 0 ❑ This Section Does Not Apply 1:1❑Demand nate,Nnappncuuaspace.,ur........ --- G. ADDITIONAL "USE IT OR LOSE IT" (Adapted from NRCC-LTI-04-E) G. 1 2, 3. 4. 3449 State Highway 32 Chico 95973 Confirmed Wall Display Combined Floor Display and Task Combined Ornamental and Special Very Valuable Merchandise Allowed Watts N e Outdoor ControlsOccupant Lighting Effects Lighting ❑ El❑ ❑Automatic 0 0 0 0 0 ❑ ❑ 5- Wall Display This Section Does Not Apply 6. Floor Display and Task Lighting This Section Does Not Apply 7. Combined Ornamental and Special Effects Lighting This Section Does Not Apply 8. Very Valuable Merchandise This Section Does Not Apply CA Building Energy Efficiency Standards -2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06212016-760 Report Generated at: 2016-11-0910:53:07 Project Name: Chico Creek Vet Hospital Addition NRCC-PRF-03-E Page 18 of 18 Project Address: 3449 State Highway 32 Chico 95973 Calculation Date/Time: 10:52, Wed, Nov 09, 2016 Compliance Scope: NewComplete Input File Name: 1608-036 Chico Creek Animal Hospital Remodel xml H. INDOOR & OUTDOOR LIGHTING ACCEPTANCE TESTS & FORMS (Adapted from NRCC-LTI-01-E and NRCC-LTO-01-E) I § 130.4 Declaration of Required Acceptance Certificates (NRCA)-Acceptance Certificates that must be verified in the field. (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). Test Description Indoor NRCA-LTI-02-A NRCA-LTI-03-A NRCA-LTI-04-A Outdoor Confirmed NBCA -LTO -02-A �-1 Equipment Requiring 'jesting or Verification # of units Occ Sensors /Auto Time Switch Auto Daylight Demand Responsive Outdoor ControlsOccupant Bl Sensors 0 ❑ El❑ ❑Automatic Time Switch 0El El El ElAutomatic JE Daylighting 0 ❑ L1 1:1❑Demand Responsive 0 El El 11 13 ElOutdoor Controls o 1:1 1:1❑ El ❑ CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance Report Version: 0kz-9�2 PERMIT # i rFTP nr)I IPJTY DI VEL06'PAENT SERVICES U r\ Y= � LLJ F-- I_ U < C) LLJ O(f)ON D U_ Ci) U_ 11 � U U Q ISSUE: 10-25-16 MR Q 11-03-16 MR G,pED A CF/7TSr. C 1 EXP. 0 -31-17 ��qlf QF- CAL tF��`P DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JO B N AM E: 016-014 SHEET EN2 I Nll �-1 �1 W J F- J LI--( O LIJ F_ n CO O cV _J Q U r\ Y= � LLJ F-- I_ U < C) LLJ O(f)ON D U_ Ci) U_ 11 � U U Q ISSUE: 10-25-16 MR Q 11-03-16 MR G,pED A CF/7TSr. C 1 EXP. 0 -31-17 ��qlf QF- CAL tF��`P DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JO B N AM E: 016-014 SHEET EN2 _ L 1L1_ -1l I -- 1 Documentation Author Name: Adrian Starr Documentatl°n Author Signature: Ii�JV'•LG•L•Ls ff�/ Company: A 5 Starr Energy Corporation STATE OF CALIFORNIA OUTDOOR LIGHTING CONTROLS CEC-NRCC-LTO-02-E Revised 05115 CALIFORNIA ENERGY COMMISSION CEA Certification dentlecadon(if a pprcatde). STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCC.LTO-03-E Revised 05115 CALIFORNIA ENERGY COMMISSION RESPONSIBLE PERSON'S DECLARATION STATEMENT STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCC-LTO-03-E (Revised! 051151 CERTIFICATE OF COMPLIANCE NRCC-LTO-02-E 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). CERTIFICATE OF COMPLIANCE NRCC-LTO-03-E 4. The building design features or system design features Identified on this Certificate of Compliance ante are consistent with the information provided on other aPP Ii cable compliance Outdoor Lighting Controls (Page 3 of 3) enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. CERTIFICATE OF COMPLIANCE Responsible Deeigner Signature: Outdoor Lighting Power Allowances (Page 1 of 4) Address: 236 W. East Ave. STE A "°'°""ame: Chico Creek Vet Hospital Addition p Date areparea: 11/9/2016 'bone: 530-966-4668 U 0 Outdoor Lighting Power Allowances Protect Name Chico Creek Vet Hospital Addition oa.°P,epa,aa:11/9/2016 _ 0 Sum total allowance for ornamental lighting on the site:. 10 Pr°'°"N'm°' Chico Creek Vet Hospital Addition DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Adrian Starr Documentatl°n Author Signature: Ii�JV'•LG•L•Ls ff�/ Company: A 5 Starr Energy Corporation Signature Date: 11/912016 Addrea: 2809 Beehelli Lane CEA Certification dentlecadon(if a pprcatde). city/state/zip: Redding, CA 96002 Phone: 530-275-3350 RESPONSIBLE PERSON'S DECLARATION STATEMENT certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided Compliance p on this Certificate of Comp ante is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24 part 1 and Part 6 of the California Code of Regulations. ulations. 4. The building design features or system design features Identified on this Certificate of Compliance ante are consistent with the information provided on other aPP Ii cable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permlds) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Robert Evans Responsible Deeigner Signature: Company' Evans Electric Date signed: 11-09-16 Address: 236 W. East Ave. STE A License: 869052 city/state/Zip: Chico, CA 95926 'bone: 530-966-4668 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 A. OUTDOOR LIGHTING POWER ALLOWANCE SUMMARY Area Wattage Allowance AWA) 1. General Hardscape Lighting Power Allowance (Site Total from Section 8 of NRCC-LTO-03-E) 1. 0 2, Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed watts C determined in Section C-1 to CA of NRCC-LTO-03-E. E F PER APPLICATION PER UNIT LENGTH PER HARDSCAPE AREA PER SPECIFIC AREA I from Section C-1 (SALES FRONTAGE) (ORNAMENTAL LIGHTING) from Section C-4. AWA Per Square Foot from Section C-2 from Section C-3 Length of LPA per General Hardsca a Linear Foot p 4112+ 0 + I + 0 = 2. 42 3. Sum Total ALLOWED Outdoor Lighting Wattage (add rows 1 and 2) 3 42 B. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A Area Wattage Allowance AWA) Initial Wattagea Linear Wattage ) Total General Hardsca e tiAwnceAllowance A B C D E F G H I Nameofarea Illuminated Hardscape Area AWA Per Square Foot AW7(8.C)Perimeter Length of LPA per General Hardsca a Linear Foot p LWA IWA (Ex F) (Watts) D+G+H Wattage Number of Allowance per Allotted qualifying qualifying Watts locations location (BxC) Luminaire Code o r Lumin 'r ale Watts er Design Watts P g Symbol Luminaire Description Quantity I luminaire (GxH) Allowed Watts (smallerofDorl) Front Entry 1 90 90 L-2 (1) Lithonia Mini Wall Pack OV 1 142.0 42 42 Responsible Detigneisignature: Compan": Evans Electric Data signed: 11-U9-16 Address: 236 W. East Ave. STE A °C,imp, 869052 City/site/zip: Chico, CA 95926 Phone: 530-966-4668 U 0 j(0 0 N 0 Sum total allowance for ornamental lighting on the site:. 10 Sum total allowance per application on this site: 42 C-2. WATTAGE ALLOWANCE PER UNIT LENGTH (Sales Frontage) from Table 140.7-B ❑ If more than one luminaire type is used per location, use multiple rows for that location A B I C D E F G H I J LU a U ALLOTTED WATTS DESIGN WATTS Name of Location for which allowance is claimed Wattage Allotted Linear feet of Allowance per Watts Sales Frontage linear foot (BxC) Luminaire Code or Luminaire Watts per Symbol - Luminaire Description p Quantity luminaire Design Watts Allowed Watts (GxH) (smallerofDorl) GNU •X I� I�w Sum total allowance for sales frontage on the site:. 0 0 N I W F—i W F --I J F- J W 0 O TOTAL 0 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEO-NRCC-LTO-03-E (Revised 05115) CERTIFICATE OF COMPLIANCE Outdoor Lighting Power Allowances PfojP"NIM,. Chico Creek Vet Hospital Addition NRCC-LTO-03-E (Page 2 of 4) 11/9/2016 C. ADDITIONAL "USE IT OR LOSE IT" OUTDOOR LIGHTING POWER ALLOWANCES FOR SPECIFIC APPLICATIONS ❑ The additional specific outdoor lighting power allowance shall be the smaller of the allowed lighting power or the actual lighting power used. D Use Outdoor Lighting Zone (OLZ) that is documented on page 1 of NRCC-LTO-01-E to calculate the specific wattage allowances. C-1. WATTAGE ALLOWANCE PER APPLICATION—Table 140.7-8 ❑ Available only for qualifying locations, which include Building Entrances or Exits; Primary Entrances to Senior Care Facilities, Police Stations, Hospitals, Fire Stations, and Emergency Vehicle Facilities; Drive Up Windows; Vehicle Service Station Uncovered Fuel Dispenser ❑ If more than one luminaire type is used per location, use multiple rows for that location A B C D E F G H 1 J DESIGN WATTS ALLOTTED WATTS DESIGN WATTS Squarefeetof Hardscape Name of i Loca n to for which allowance is claimed Wattage Number of Allowance per Allotted qualifying qualifying Watts locations location (BxC) Luminaire Code o r Lumin 'r ale Watts er Design Watts P g Symbol Luminaire Description Quantity I luminaire (GxH) Allowed Watts (smallerofDorl) Front Entry 1 90 90 L-2 (1) Lithonia Mini Wall Pack OV 1 142.0 42 42 Responsible Detigneisignature: Compan": Evans Electric Data signed: 11-U9-16 Address: 236 W. East Ave. STE A °C,imp, 869052 City/site/zip: Chico, CA 95926 Phone: 530-966-4668 U 0 j(0 0 N 0 Sum total allowance for ornamental lighting on the site:. 10 Sum total allowance per application on this site: 42 C-2. WATTAGE ALLOWANCE PER UNIT LENGTH (Sales Frontage) from Table 140.7-B ❑ If more than one luminaire type is used per location, use multiple rows for that location A B I C D E F G H I J LU a U ALLOTTED WATTS DESIGN WATTS Name of Location for which allowance is claimed Wattage Allotted Linear feet of Allowance per Watts Sales Frontage linear foot (BxC) Luminaire Code or Luminaire Watts per Symbol - Luminaire Description p Quantity luminaire Design Watts Allowed Watts (GxH) (smallerofDorl) GNU •X I� I�w Sum total allowance for sales frontage on the site:. 0 May 2015 1 CA Building Energy Efficiency Standards- 2013 Nonresidential STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CALIFORNIA ENERGY COMMISSION Ae'CEC-NRCC.LTO-03-E(Revised 05115 NRCC-LTO-03-E FCFRTIFICATE OF COMPLIANCE (Page 3 of 4) Outdoor Lighting Power Allowances 11/9/2016 11111"NameChico Creek Vet Hospital Addition C-3. WATTAGE ALLOWANCE PER SQUARE FOOT OF HARDSCAPE AREA (Ornamental Lighting) —Table 140.7-B ❑ Allowance for the total site illuminated hardscape area. Luminaires qualifying for this allowance shall berated for 100 watts or less as determined in accordance with Section 130.0(c), and shall be post -top luminaires, lanterns, pendant luminaires, or chandeliers. ❑ If more than one luminaire type is used per location, use multiple rows for that location A B I C D E F G H I J PhD°e' 530-275-3350 ALLOTTED WATTS DESIGN WATTS 1. The information provided on this Certificate of Compliance is true and correct. Name of area for which ornamental allowance is claimed Squarefeetof Hardscape Wattage Allotted Allowanceper Watts square foot (BxC) Luminaire Code or luminaire Watts per Symbol Luminaire Description Quantity luminaire Design Watts (GxH) Allowed Watts (smallerofDorl) 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permits) Issued for the building, and made available to the enforcement agency for all applicable Inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. aesponsib@Designer Name: RobertEvans Responsible Detigneisignature: Compan": Evans Electric Data signed: 11-U9-16 Address: 236 W. East Ave. STE A °C,imp, 869052 City/site/zip: Chico, CA 95926 Phone: 530-966-4668 U 0 j(0 0 N 0 Sum total allowance for ornamental lighting on the site:. 10 C-4. WATTAGE ALLOWANCE PER SQUARE FOOT OF SPECIFIC AREA -Table 140.7-B ❑ Allowances for Building Facades; Outdoor Sales Lots; Vehicle Service Station Hardscape; Vehicle Service Station Canopies; Sales Canopies; Non -sales Canopies; Guard Stations; Student Pick-up/Drop-off zone: Outdoor Dining; Special Security Lighting for Retail Parking and Pedestrian Hardscape. ❑ If more than one luminaire type is used per location, use multiple rows for that location A B C D E F G H I 1 ALLOTTED WATTS DESIGN WATTS LU a U Name of Location for Wattage Allotted Luminaire which allowance is Illuminated Area Allowance per Watts Code or Luminaire Watts per Design Watts claimed of Application square foot (BxC) Symbol Luminaire Description Quantity luminaire (GxH) Allowed Watts (smaller ofDorl) GNU •X I� I�w Sum total allowance for specific area on the site: 0 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 NRCC-LTO-03-E ( Page 4 of 4) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Adrian Starr Documentation Author ranamre� ,/ �/ tY Gi'iLLCLN� company` A 5 Starr Energy Corporation sgnatnra Date:11/9/2016 Address: 2809 Bechelli Lane CEA Certification identification (if applicable): City/State/Zip; Redding, CA 96002 PhD°e' 530-275-3350 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permits) Issued for the building, and made available to the enforcement agency for all applicable Inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. aesponsib@Designer Name: RobertEvans Responsible Detigneisignature: Compan": Evans Electric Data signed: 11-U9-16 Address: 236 W. East Ave. STE A °C,imp, 869052 City/site/zip: Chico, CA 95926 Phone: 530-966-4668 May 2015 CA Building Energy Efficiency Standards- 2013 Nonresidential Compliance May 2015 PERNIIT#k 13UTTE COUNTY DEVEI-Glal RENT SERVICES RE 1h 11...'ED FOR C 8Ld'. Q L U U 0 j(0 0 N 0 Q ai JM LU -1-i 00 W N N LU a U GNU •X I� I�w N I W F—i W F --I J F- J W 0 O L W a - O 2 N M Q Q W Lill ILLJ Q V 1- U F_ Cin p N O O U I U Q ISSUE: 10-25-16 MR Q 11-03-16 MR GX�SED A Cyi C'! fF c 1 EXP. 0 -31-17 P ��4TP OF CALlFO��` DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET EN4 r` ORIGINAL PROPERTY LINE —M d CENTERLINE OF MUIR AVE. AND ORIGINAL PROPERTY LINE 50ftLE N V N - SIGN MONUMENT SAFE DISPERSAL AREA 115 SF MIN. 50 ft RADIUS FROM NW CORNER OF BUILDING EXIT DISCHARGE" PATH. SEE SHEET A1.0 FOR INTERIOR ACCESSIBLE PATH OF TRAVEL (E) EXTERIOR ACCESSIBLE ' PATH OF TRAVEL i (E) PARKING iu� Q 12 v� p v� (E)SEPTIC TANK (WEST)_ FOR BATHROOM i ,4 i I ' ELEC. METER & PANEL i IRRIGATION CONTROLPANEL ACH LINE i i I (E) 6 SITE PLAN NOTES 1. ALL UTILITIES ARE EXISTING AND WILL NOT BE ALTERED. 2. ENTIRE EXISTING BUILDING WAS INTERIORLY REMODELED AROUND JUNE, 2014 TO MEET CURRENT ADA AND BUILDING CODES 3. AROUND JUNE, 2014 ALL PARKING WAS UPGRADED TO MEET CURRENT ADA AND BUILDING CODES 4. DOMESTIC WATER WILL BE PROVIDED BY PRIVATE WATER WELL. 5. FINISH GRADE AROUND THE STRUCTURE/ADDITION SHALL SLOPE AWAY FROM THE FOUNDATION A MINIMUM OF 5% FOR A MINIMUM DISTANCE OF 10 FEET. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6INCHES (152 MM) OF FALL WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. � CENTERLINE OF HWY 32 AND A PARKING ORIGINAL PROPERTY LINE 4 e3 3 � z � L � � Ndsc 1 AS METER (E) VET. BUILDING 1 - i - **' AREA OF REMODEL (E) INDOOR KENNELS S.S.)CLEAN OUT � o m , FIRE DEPT. WATER HOOK-UP'2,„ -WATER WELL L_ OUTDOOR KENNELS ALL CONCRETE TO BE RE-MOVEDII -SEPTIC TANK (E) FENCE (E) FENCE ON PROPERTY LINE (E) FENCE ON PROPERTY LINE 30.00' 218.50' _11 I' III I � I I'iI ` ORIGINAL PROPERTY LINE LOT COVERAGE AREAS � SF PROJECT LOT: �� 1.54 ACRES 66,890.60 ALLOWED TO CENTERLINE OF ROAD @ CORNER LOTS ALLOWED COVERAGE @ 40%: 66,890.60 x40% 26,756.24 PROJECT COVERAGE: A.) EXISTING: 2,427 B.) NEW: 208 TOTAL LOT COVERAGE: LESS THAN 26,756.24 SF) 2,635 PERCENTAGE OF LOT COVERED: 2,635 / 26,756.24 10% PARKING NOTES AS PER BUTTE COUNTY MUNICIPAL CODE, TABLE 24-93-1, ANIMAL SERVICES TOTAL CONDITIONED AREA: 2,635 SF SPACES PARKING SPACES REQUIRED: 1 PER 350 SF OF FLOOR AREA 8 PARKING SPACES PROVIDED , 14 NOTE: ADDITIONAL PARKING SPACES ARE NOT REQUIRED EXISTING PROPERTY LINE AFTER DEEDING LAND FOR HIGHWAY 32 AND MUIR AVE., TYP., U.N.O. ARROWS DENOTE DRAINAGE DIRECTION, TYP. a F- a w a. 0 x o z w w v N EXISTING SITE I' PERM11T REVIEWED FOR CODE COMPLAIN CE DATBY 0 w � U U v H U O) N N 00 W N W U LLJ F m(D U`•� X �:� tr)-I-Z a> v 1 -0 -NU 1-- LL. W I _ ISI Q J CL w I- � II X W W J H i �I J W LLJ IIII � I IZ V) O N 2 M Q �a z = Q o LLJ Y= �Q<Lij S U OU)ON U rn U 2 2 n U U Q ISSUE: - ----- --- L L 10-25-16 MR 11-03-16 MR c.E 500 APC/,,, c 1 EXP. 0 —31-17 e a Sgrf CF CAL DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 i SHEET c®.® IA, \ I `\ 1 ORIGINAL PROPERTY LINE -� v i I57 0 �= SIGN -MONUMENT \ CENTERLINE OF MUIR AVE. AND, \ ORIGINAL PROPERTY LINE �y \ IS6��o �d A CENTERLINE OF HWY 32 AND ORIGINAL PROPERTY LINE I9 (E)PARKING 12 (yy - I %' AREA OF REMODEL 13 A 14 \�� AREA OF CONSTRUCTION \ '. % �'•.o.. � err_ rn n ORIGINAL PROPERTY LINE o I SOLID WASTE PAINT & CONCRETE WASH OUT >< DUMPSTER COVER ANY BARE SOILS W/ STRAW & BARLEY, TYP. —7 STRAW ROLLS, TYP.— � I I I Ise I I II (E) FENCE _ ARROWS DENOTE DRAINAGE DIRECTION, TYP. (E) SLOPE @ f 2% I i I ISI Y ISS 156 IS2 (E) FENCE ON PROPERTY LINE oe (E) FENCE ON PROPERTY LINE w ARROWS DENOTE DRAINAGE DIRECTION, TYP. EROSION CONTROL PLAN 111= 201-01, EPUFFI r, w.,,.. i ..w REVENED FOR CODE COMPIANCE- DATC L11.�pf0'-- - -DY C) Q o w Of U WwU^0^0 N (n -� W F— Q +� � L N (o k.— • C) Q Q `^' Nb- N-- WwU^0^0 N (n bi N J m (o k.— • �i GNU H Li- UJ; I z Q CZ CC O z O LdW J F— I— J W Ld CY N O = N r� Q � Z Q = C 7 � p Ld Ld = Lij DU_rnU O (n p N � _ U A = d U Q ISSUE: 10-25-16 MR 11-03-16 MR D ARCA, Fcr vG'�S �f F + EXP. c 1 0 -31-17 a i FBF CAL `F� I � DATE: August30, 2016 SCALE: PER PLAN (DRAWN: MMR JOB NAME: 016-014 SHEET i I coo I SITE PLAN AT REMODEL AREA �SCM L=CO�UN� DEV,p c.ES� CODE COMPLIANCE' I Of 8 Ld F-- Q -17L U U) rn j N N co 00 Ld04W N � J � Om ve— co Y, I( - z� �Q w J H W- J Ld r) O LJ n V) O 2 N c Q � Z 2 Y LLI 2 L.Lj�ag LLJ U OU)ON U O U_ 0) U a- U U Q ISSUE: 10-25-16 MR 11-03-16 MR USED A Cy7T gEA.F. fcr c 1 EXP. 0 -31-17 P AgrF OF CAL1E��` DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET C002 E~ H/C PARKING 1 7 .a 3 I w a ( O Grass Area e ® SEE SHEET C0.0 FOR "EXIT DISCHARGE" AREA 3/8.5x1/11.5 (E) CONCRETE CURB, TYP. AREA OF NEW CONSTRUCTION �/j, G/O/� //Oa O/6. Y/OlJ ///�. %m ✓�JG Y6/O. 39i2 Yp0/� %//L{ 'O///! Y/i Yom. e Y4 &Y/v, Y/iA YO/s %///9 F�. tS'�. RY/b �/G /il �/a m/w W//6 Oi//& WA W. YOM . . . .. . . . YOB ✓. ✓. . 40'-0" (DEMO) Ilk 2/1x1/11.5 2/lxl/11.5L OA � Bench Seatin .- °�' � SURGERY (E) ACCESSIBLE w 009 " E g o DEMO PATH OF TRAVEL Grass Area 7 0. -c. Panel & Meter QG U ¢ FENCE AS 22"00" REQUIRED N Table WAITING a. —0 ---- SURGERY PREP , u��®��I ��������I�� ����.��� --- 0-011 010 ---- -- ---�- 0 � � u I • mi.. Woz. „/a: 'Wo/a 00 INDOORN y Desk RECEPTION `�'O KENNEL AREA 08 1 Pet 0II Scale I LO 111; Bench Seating (E) ACCESSIBLEAs, *" 1 I PATH OF TRAVEL L 2 1 EXISTING L 22"xHALL I I Q Tablea/ LJ -------------------- (E) water heater I I 1 22"x44" WH o* \ to be relocated 1 Table ,M '.... . . � �/M � WA . LAB AREA R — —, in approx. same 1 II 1 ® I location in new 1 EXAM RM. #1 011 3 1 building. �'�� \ 002" li BATHROOM 003 x L xJ 22"x44" EXAM RM. #2 C Table 004 Work a Desk Desk OFFICE rr� 005 i REAR ENTRY 006 3/8.5x1/1 (E) CONCRETE WALKWAY, TYP. CD Copy U 0 Q N x Cab. w/ N Top X-RAY 013 22"x60" Table �orr.I�LJ I f ' S U � I R U k (E) Washer & Dryer (N) Washer & Dryer to be installed in same location. 11 1 1 U Iw— Q ... .:.:as. 3 U -� (E) CONCRETE WALKWAY, TYP. ell' Y////. Y//// %////. %//// '//////. O/// •//O/ %/// %//// '/////%////. %///Q '////2 %////. %//M %///L L U E _jp 6 j N N00 ami 3838 �^ WNL' wN a -!U 3/8.5x1/11.5 (E) CONCRETE CURB, TYP. AREA OF NEW CONSTRUCTION �/j, G/O/� //Oa O/6. Y/OlJ ///�. %m ✓�JG Y6/O. 39i2 Yp0/� %//L{ 'O///! Y/i Yom. e Y4 &Y/v, Y/iA YO/s %///9 F�. tS'�. RY/b �/G /il �/a m/w W//6 Oi//& WA W. YOM . . . .. . . . YOB ✓. ✓. . 40'-0" (DEMO) Ilk 2/1x1/11.5 2/lxl/11.5L OA � Bench Seatin .- °�' � SURGERY (E) ACCESSIBLE w 009 " E g o DEMO PATH OF TRAVEL Grass Area 7 0. -c. Panel & Meter QG U ¢ FENCE AS 22"00" REQUIRED N Table WAITING a. —0 ---- SURGERY PREP , u��®��I ��������I�� ����.��� --- 0-011 010 ---- -- ---�- 0 � � u I • mi.. Woz. „/a: 'Wo/a 00 INDOORN y Desk RECEPTION `�'O KENNEL AREA 08 1 Pet 0II Scale I LO 111; Bench Seating (E) ACCESSIBLEAs, *" 1 I PATH OF TRAVEL L 2 1 EXISTING L 22"xHALL I I Q Tablea/ LJ -------------------- (E) water heater I I 1 22"x44" WH o* \ to be relocated 1 Table ,M '.... . . � �/M � WA . LAB AREA R — —, in approx. same 1 II 1 ® I location in new 1 EXAM RM. #1 011 3 1 building. �'�� \ 002" li BATHROOM 003 x L xJ 22"x44" EXAM RM. #2 C Table 004 Work a Desk Desk OFFICE rr� 005 i REAR ENTRY 006 3/8.5x1/1 (E) CONCRETE WALKWAY, TYP. CD Copy U 0 Q N x Cab. w/ N Top X-RAY 013 22"x60" Table Cabinets w/ Counter Tops L' II 1 ^ f d I I 1 IF ----------I—L------------------ � 71121 3668 7/9.5x1/10 L L b� HIPoAW, ff// W//A W WEE YyM W1, Ya/a Y///O VIM Y////e '//r/6 Y////A W///. 'G//A MA v/% W///� W// u///M WH I"i, M6 Y///@ M •O" r— — — — — — — — — — — — — - — — — — — -r — — — -r — — — -r — — — -r — — — -r — — — — 1'_ — — — — — — — — — — -- — — = N I I I I I I I o I I I I I I 4'x15' I I I I I I I Floor Drain I CONCRETE AND FENCING AT I I 1 1 ---- OUTDOOR KENNELS TO BE REMOVED II 1 r----------- I I I I I I I I I I I I 1 I 1 1 Chain Link Fencing 4'x15' Typ., U.N.O. —� I I 1 1 1 1 1 OUTDOOR KENNELS L -------------------J 3'x20' 1 3'x20' I 3'x20' I 3'x20' I 4'x20' I 019 14'x20' 1 Outdoor Kennels 1 1 1 1 1 1 I15I I I I I I 4'x' I I I I I I I -- -----� I I I I I I I I I I I I II I I I I I I 4'x15' II L----- —i _j--�---�---_j-----L---------------- T---------- ----------------------------------------- 11 jl 11 1 11 2x4 Wood fencing, typ., u.n.o. 2x4 Wood fencing, typ., u.n.o. 1 Septic line clean out Fire Dept. Hook-up I DEMO WALL SCHEDULE EXISTING WALLS TO REMAIN, TYP.,, U.N.O. EXISTING 8"x8"x16" CMU WALLS TO REMAIN, TYP.,, U.N.O. EXISTING, LOAD BREARING, FULL HEIGHT WALLS TO REMAIN, TYP., U.N.O. ( _ _ _ _ _ _ _ _ J EXISTING WALLS AND STRUCTURES TO BE REMOVED, TYP., U.N.O. DEMO NOTES 1. PATCH AS REQUIRED AT ALL DEMO LOCATIONS 2. REMOVE ALL NON CEC APPROVED WIRING AND REPLACE AS PER CEC 3. REMOVE ALL NON CPC APPROVED PLUMBING AND REPLACE AS PER CEC 4. REMOVE AND REPLACE GYPSUM BOARD AS REQUIRED 5. ALL NEW GYPSUM BOARD SHALL BE 5/8" MIN., INSTALL AS PER CBC 6. ALL EXISTING GLAZING TO REMAIN, U.N.O. 7. REMOVE ANY DAMAGED OR ROTTEN WALL STUDS, OR ANY OTHER DAMAGED WOOD AND REPLACE WITH NEW DF #2 WOOD, TYP. U.N.O. 8. WHEN RELOCATING LIGHTS, PATCH CEILING AS REQUIRED. 9. ALL EXISTING WINDOWS TO BE REPLACED WITH NEW LOW -E, NON-METALIC FRAMED WINDOWS. NEW WINDOWS TO MATCH EXISTING SIZES AS MUCH AS POSSIBLE.. DIMENSION NOTES I. EXISTING DIMENSIONS ARE FINISHED DIMENSIONS, FROM FACE OF STUCCO & FACE OF GYP., BRD., TYP., U.N.O. 2. NEW CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD, TYP., U.N.O. KEYNOTESCHEDULE © (E) AS PER STATE FIRE MARSHALL / 2013 CFC SECTION 1008.1.9.3, SIGN OVER DOOR, WITH LETTERS NOT LESS THAN ONE INCH HIGH ON A CONTRASTING BACKGROUND, SHALL READ: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" ALL OTHER EXTERIOR DOORS SHALL OPEN WITH ONE OPERATION OF THE HAND. ® (E) INTERNATIONAL SYMBOL OF ACCESSIBILITY AT FRONT DOOR. SEE DETAIL 5 / HC 1. MOUNT AT A HEIGHT OF 60" FROM FLOOR TO CENTER OF SIGN. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. .,N*.o'.,n,•n.,a„o,.•ra..,o.,,�..a„.o„�„N,„o,.n,•n�„m.•n„m„e„w,m„o,N».n,�.,o.,,no..M.•n..m„nno+.rw.nnrw.mv„+w..ron.a..n,N © FLOOR DRAIN WITH A TRAP PRIMER W/ 2” ASB DRAIN LINE OD (E) 2-A:10-B:C U.L LISTED, STATE FIRE MARSHALL APPROVED PORTABLE FIRE EXTINGUISHERS, CONSPICUOUS PLACED, READILY ACCESSIBLE. NO POINT IN BUILDING FURTHER THAN 75 FT AND 30 FT RESPECTIVELY FROM ANY FIRE EXTINGUISHER. © (E) TACTILE EXIT SIGNAGE IN COMPLIANCE W/ CURRENT CBC CODE 1. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT." 2. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 3. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "TO EXIT. " (E) ADA BATHROOM WALL SIGNAGE O EXIT DOORS SHALL BE ABLE TO BE OPENED WITHOUT KEY OR SPECIAL KNOWLEDGE AND WITH ONE OPERATION OF THE HAND, SEE DETAIL 3/HC1 O (E) TEMPERED GLAZING, WITHIN 24" OF ANY DOOR, TYP. (D(E) KEY BOX AS PER BUTTE COUNTY FIRE MARSHAL. O DRYER VENT 29° 0 U EXISTING / DEMO FLOOR PLAN vi z ]s�,� ic(AUNTYDEVELG'f^EN ERVIC^ �orr.I�LJ I w S U � R U k (E) Washer & Dryer (N) Washer & Dryer to be installed in same location. 11 1 1 U Cabinets w/ Counter Tops L' II 1 ^ f d I I 1 IF ----------I—L------------------ � 71121 3668 7/9.5x1/10 L L b� HIPoAW, ff// W//A W WEE YyM W1, Ya/a Y///O VIM Y////e '//r/6 Y////A W///. 'G//A MA v/% W///� W// u///M WH I"i, M6 Y///@ M •O" r— — — — — — — — — — — — — - — — — — — -r — — — -r — — — -r — — — -r — — — -r — — — — 1'_ — — — — — — — — — — -- — — = N I I I I I I I o I I I I I I 4'x15' I I I I I I I Floor Drain I CONCRETE AND FENCING AT I I 1 1 ---- OUTDOOR KENNELS TO BE REMOVED II 1 r----------- I I I I I I I I I I I I 1 I 1 1 Chain Link Fencing 4'x15' Typ., U.N.O. —� I I 1 1 1 1 1 OUTDOOR KENNELS L -------------------J 3'x20' 1 3'x20' I 3'x20' I 3'x20' I 4'x20' I 019 14'x20' 1 Outdoor Kennels 1 1 1 1 1 1 I15I I I I I I 4'x' I I I I I I I -- -----� I I I I I I I I I I I I II I I I I I I 4'x15' II L----- —i _j--�---�---_j-----L---------------- T---------- ----------------------------------------- 11 jl 11 1 11 2x4 Wood fencing, typ., u.n.o. 2x4 Wood fencing, typ., u.n.o. 1 Septic line clean out Fire Dept. Hook-up I DEMO WALL SCHEDULE EXISTING WALLS TO REMAIN, TYP.,, U.N.O. EXISTING 8"x8"x16" CMU WALLS TO REMAIN, TYP.,, U.N.O. EXISTING, LOAD BREARING, FULL HEIGHT WALLS TO REMAIN, TYP., U.N.O. ( _ _ _ _ _ _ _ _ J EXISTING WALLS AND STRUCTURES TO BE REMOVED, TYP., U.N.O. DEMO NOTES 1. PATCH AS REQUIRED AT ALL DEMO LOCATIONS 2. REMOVE ALL NON CEC APPROVED WIRING AND REPLACE AS PER CEC 3. REMOVE ALL NON CPC APPROVED PLUMBING AND REPLACE AS PER CEC 4. REMOVE AND REPLACE GYPSUM BOARD AS REQUIRED 5. ALL NEW GYPSUM BOARD SHALL BE 5/8" MIN., INSTALL AS PER CBC 6. ALL EXISTING GLAZING TO REMAIN, U.N.O. 7. REMOVE ANY DAMAGED OR ROTTEN WALL STUDS, OR ANY OTHER DAMAGED WOOD AND REPLACE WITH NEW DF #2 WOOD, TYP. U.N.O. 8. WHEN RELOCATING LIGHTS, PATCH CEILING AS REQUIRED. 9. ALL EXISTING WINDOWS TO BE REPLACED WITH NEW LOW -E, NON-METALIC FRAMED WINDOWS. NEW WINDOWS TO MATCH EXISTING SIZES AS MUCH AS POSSIBLE.. DIMENSION NOTES I. EXISTING DIMENSIONS ARE FINISHED DIMENSIONS, FROM FACE OF STUCCO & FACE OF GYP., BRD., TYP., U.N.O. 2. NEW CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD, TYP., U.N.O. KEYNOTESCHEDULE © (E) AS PER STATE FIRE MARSHALL / 2013 CFC SECTION 1008.1.9.3, SIGN OVER DOOR, WITH LETTERS NOT LESS THAN ONE INCH HIGH ON A CONTRASTING BACKGROUND, SHALL READ: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" ALL OTHER EXTERIOR DOORS SHALL OPEN WITH ONE OPERATION OF THE HAND. ® (E) INTERNATIONAL SYMBOL OF ACCESSIBILITY AT FRONT DOOR. SEE DETAIL 5 / HC 1. MOUNT AT A HEIGHT OF 60" FROM FLOOR TO CENTER OF SIGN. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. .,N*.o'.,n,•n.,a„o,.•ra..,o.,,�..a„.o„�„N,„o,.n,•n�„m.•n„m„e„w,m„o,N».n,�.,o.,,no..M.•n..m„nno+.rw.nnrw.mv„+w..ron.a..n,N © FLOOR DRAIN WITH A TRAP PRIMER W/ 2” ASB DRAIN LINE OD (E) 2-A:10-B:C U.L LISTED, STATE FIRE MARSHALL APPROVED PORTABLE FIRE EXTINGUISHERS, CONSPICUOUS PLACED, READILY ACCESSIBLE. NO POINT IN BUILDING FURTHER THAN 75 FT AND 30 FT RESPECTIVELY FROM ANY FIRE EXTINGUISHER. © (E) TACTILE EXIT SIGNAGE IN COMPLIANCE W/ CURRENT CBC CODE 1. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT." 2. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 3. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "TO EXIT. " (E) ADA BATHROOM WALL SIGNAGE O EXIT DOORS SHALL BE ABLE TO BE OPENED WITHOUT KEY OR SPECIAL KNOWLEDGE AND WITH ONE OPERATION OF THE HAND, SEE DETAIL 3/HC1 O (E) TEMPERED GLAZING, WITHIN 24" OF ANY DOOR, TYP. (D(E) KEY BOX AS PER BUTTE COUNTY FIRE MARSHAL. O DRYER VENT 29° 0 U EXISTING / DEMO FLOOR PLAN vi z ]s�,� ic(AUNTYDEVELG'f^EN ERVIC^ w U � U U Iw— Q U -� U rn _jp j N N00 ami �^ WNL' wN -!U L- W Kr H Z Con W W J 1— J w n W ry a - L7 O N Q z Q(��� = M Y W = U ~ UN � OVO U_ U O W U � U Q ISSUE: 10-25-16 MR 11-03-16 MR tD A %TF C 1 * EXP. 0 -31-17 # ��qrF Oil DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JO B N AM E: 016-014 SHEET A0.0 Vd I IL oil7,�.. I Lw„_,,,,,,,,,,,,,,,"„R 5 I H a 1 H/C PARKING 3 7 Q 3 r F W Wz L Grass Area o SI1 I ;..U...d...U..y.gyrynd...U'e/...,/,.U'W"t/*x✓rY�y„ti'e/Y.M'.yn.U..µ,.,, I SEE SHEET C0.0 FOR "EXIT DISCHARGE" AREA 7 3 I I 1 V"1C0 May. ....... ........n. c I I (E) CONCRETE WALKWAY, TYP. 1 i I Bench Seatin (E) ACCESSIBLE g a SURGERY o Q :::. PATH OF TRAVEL J o 009 a o Grass Area 7 w :c. Panel & Meter "U U n 22"x60" 83 Table a WAITING AREA SURGERY PREP ool olo � — 06 I U W �ioii oil oaa Iola oil loll oil ooe ioaa lar mil, sxri oan /. osj L— J �O LSPe oos Desk RECEPTION %/,Bench Seating (E) ACCESSIBLE OR PATH OF TRAVEL °,.N,day//,,.O..,h,,,n.,a..w..,hmuh„No..,+.✓,7Table 3068 22"x44"Table .aa / ./a ///h //a /a//a//a////a.. LAB AREA EXAM RM #1 011002 Desk Desk OFFICE R` 005 Work REAR ENTRY 006 3068 1 (E) CONCRETE WALKWAY, TYP. Copy Cab. w/ X-RAY 013 22"x60" Table W Cabinets w/ Counter Tops Floor Drain NEW Workstation Cabinets d, (N) SUB PANEL „C” O O o CONNECT TO MAIN PANEL,' Q SEE ONE -LINE, SHEET E1.l� r - I I % (N) ACCESSIBLE 1068U I v t PATH OF TRAVEL L <J N FROM REMODEL/ADDITION ¢/e oi. oil loll Iola oa // oa o/a oo %a2 iiaa ioa =A oia aff/ Ira¢ %i/,/�a OC % Q 9c . ROOM 014 D Portable wet/dry TREATMENT Table 24x60 ROOM U Cabinets Cages L. I 1II 'i`ill' it it _._T. ..:III .,dill , _ III ! I NOT A PUBLIC ENTRANCE FOR EMPLOYEES ONLY (N) LANDING NEW DOG RUN AREA SEE SHEET CO.] 7 STORAGE Couch ROOM 016 LANDING Septic line clean out _J \_ Fire Dept. Hook-up Ref 7 58 REAK ry ROOM 2_4 017 HC2 I P. I le 0 (N) WALK -WAY, SEE SHEET CO.1 & IND. PLAN ADA Side Q Clearance ADA Sink (6.5" max. depth) w/ ADA Faucet Base Cabinets @ 34" Max. Height NEW CONSTRUCTION WALL SCHEDULE EXISTING WALLS TO REMAIN, TYP.,, U.N.O. NEW FULL HEIGHT WALLS OR INFILL, 2x6 WOOD STUDS @ 16" O.C., WITH R-21 INSULATION, TYP., U.N.O. EXISTING, LOAD BREARING, FULL HEIGHT WALLS TO REMAIN, TYP., U.N.O. NEW FULL HEIGHT WALLS OR INFILL, 2x4 WOOD STUDS @ 16” O.C., WITH R-13 SOUND BATTS, TYP., U.N.O. REMODEL NOTES I. ALL DOOR HARDWARE SHALL BE ADA COMPLIANT. 2. EGRESS DOORS: A. LOCKABLE FROM THE INSIDE W/ BUTTON OR FROM THE OUTSIDE W/ KEY, UN -LOCKABLE FROM THE OUTSIDE W/ KEY, ALWAYS UN -LOCKABLE FROM THE INSIDE. B. EGRESS DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. C. ALL DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 3. SEE DETAIL SHEETS HCI & HC2 FOR INTERIOR ADA DETAILS. 4. ALL GROUND MECHANICAL AND ROOF MOUNTED EQUIPMENT TO BE SCREENED. ROOF TOP MECHANICAL EQUIPMENT SHALL BE SHIELDED FROM VIEW AT GROUND LEVEL AND STREET VIEW. ANY ADDITIONAL GROUND MECHANICAL EQUIPMENT TO BE SCREENED FROM VIEW. 5. NOT USED 6. NOT USED 7. GYPSUM BOARD: CEILINGS: 5/8" GYP. BRD. OR 1/2" CEILING BOARD, TYP. U.N.O. WALLS: 5/8" GYP. ERE., TYP., U.N.O. 8. ALL DOORS OR WALL OPENINGS SHALL BE INSTALLED @ CENTER OF WALL OR 3" MIN. FROM NEAREST INTERSECTING WALL, TYP., U.N.O. DIMENSION NOTES 1. EXISTING DIMENSIONS ARE FINISHED DIMENSIONS, FROM FACE OF STUCCO & FACE OF GYP., BRD., TYP., U.N.O. 2. NEW CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD, TYP., U.N.O. ADA NOTES 1. THIS FACILITY SHALL BE IN COMPLIANCE WITH 2013 CBC CHAPTER 1 IB ACCESSIBILITY TO PUBLIC BUILDINGS 2. SEE SHEETS HCl, FOR ADA REQUIREMENTS KEYNOTE SCHEDULE w^wwr+w*.hv^'er a v,.rv�,i,d,,.md,,.d„.d„h„d,.d,�„>/,,.d•*d,y. O (E) AS PER STATE FIRE MARSHALL / 2013 CFC SECTION 1008.1.9.3, SIGN OVER DOOR, WITH LETTERS NOT LESS THAN ONE INCH HIGH Q , ON A CONTRASTING BACKGROUND, SHALL READ: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIE ALL OTHER EXTERIOR DOORS SHALL OPEN WITH ONE OPERATION OF THE HAND. .wbNnd..PWwU,.hNwAw�,hU,hmh�.efe.M.d,dwM.A,.P A+A..h..U,.Pw/,W.h..”h„U..✓/..”h,N,d,.R.,h,%.,H../„O...R../'..U,.h @ (E) INTERNATIONAL SYMBOL OF ACCESSIBILITY AT FRONT DOOR. SEE DETAIL 5 / HCl. MOUNT AT A HEIGHT OF 60” FROM FLOOR TO CENTER OF SIGN. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MINIMUM OF 6” IN HEIGHT. y d„n,r"d,,.,/•.y,r,,.r„a,,.U"d-.rd„d,r.*r',ra•.a„e•,or„r^.�w^, a+a-.o'^r+� © FLOOR DRAIN WITH A TRAP PRIMER W/ 2” ASB DRAIN LINE �`,,, ,✓»,i,.aa h,a...a,,,n„✓„a,.a„h..,h.,,a„o„m„a-„a„✓„a,,,h„h.,,h.,,a„m„,�,,,na,,,n.,,h.,,h.,,a.,n,h, @ (E) 2-A:10-B:C UL LISTED, STATE FIRE MARSHALL APPROVED PORTABLE FIRE EXTINGUISHERS, CONSPICUOUS PLACED, READILY ACCESSIBLE. NO POINT IN BUILDING FURTHER THAN 75 FT AND 30 FT RESPECTIVELY FROM ANY FIRE EXTINGUISHER. @ (E) TACTILE EXIT SIGNAGE IN COMPLIANCE W/ CURRENT CBC CODE 1. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT.” 2. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 3. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "TO EXIT. " O (E) ADA BATHROOM WALL SIGNAGE A`( O EXIT DOORS SHALL BE ABLE TO BE OPENED WITHOUT KEY OR SPECIAL KNOWLEDGE AND WITH ONE OPERATION OF THE HAND. SEE DETAIL 3/HCl @ (E) TEMPERED GLAZING, WITHIN 24" OF ANY DOOR, TYP. @ (E) KEY BOX AS PER BUTTE COUNTY FIRE MARSHAL. AµU..ycU.W..d„U".d-y,..d.,hyr.,, I O DRYER VENT OVERALL PROPOSED FLOOR PLAN f N/05 T 808 sf @ Remodel & Addition PE0i=1=0 _b_��R BUTiECOUNTYDEVELOPMEi7TSc REVIEWED FOR CODE COMPLIANCE -el E W U BATHROOM 0 o �+ 003 F U - Q F� 3068 x B U CL 0) -9 E ma N ro U -`; 3068 r W00 �NWQ^�— W � U L xJ 22"x44" EXAM RM. 92 F�NU M Table 004 Desk Desk OFFICE R` 005 Work REAR ENTRY 006 3068 1 (E) CONCRETE WALKWAY, TYP. Copy Cab. w/ X-RAY 013 22"x60" Table W Cabinets w/ Counter Tops Floor Drain NEW Workstation Cabinets d, (N) SUB PANEL „C” O O o CONNECT TO MAIN PANEL,' Q SEE ONE -LINE, SHEET E1.l� r - I I % (N) ACCESSIBLE 1068U I v t PATH OF TRAVEL L <J N FROM REMODEL/ADDITION ¢/e oi. oil loll Iola oa // oa o/a oo %a2 iiaa ioa =A oia aff/ Ira¢ %i/,/�a OC % Q 9c . ROOM 014 D Portable wet/dry TREATMENT Table 24x60 ROOM U Cabinets Cages L. I 1II 'i`ill' it it _._T. ..:III .,dill , _ III ! I NOT A PUBLIC ENTRANCE FOR EMPLOYEES ONLY (N) LANDING NEW DOG RUN AREA SEE SHEET CO.] 7 STORAGE Couch ROOM 016 LANDING Septic line clean out _J \_ Fire Dept. Hook-up Ref 7 58 REAK ry ROOM 2_4 017 HC2 I P. I le 0 (N) WALK -WAY, SEE SHEET CO.1 & IND. PLAN ADA Side Q Clearance ADA Sink (6.5" max. depth) w/ ADA Faucet Base Cabinets @ 34" Max. Height NEW CONSTRUCTION WALL SCHEDULE EXISTING WALLS TO REMAIN, TYP.,, U.N.O. NEW FULL HEIGHT WALLS OR INFILL, 2x6 WOOD STUDS @ 16" O.C., WITH R-21 INSULATION, TYP., U.N.O. EXISTING, LOAD BREARING, FULL HEIGHT WALLS TO REMAIN, TYP., U.N.O. NEW FULL HEIGHT WALLS OR INFILL, 2x4 WOOD STUDS @ 16” O.C., WITH R-13 SOUND BATTS, TYP., U.N.O. REMODEL NOTES I. ALL DOOR HARDWARE SHALL BE ADA COMPLIANT. 2. EGRESS DOORS: A. LOCKABLE FROM THE INSIDE W/ BUTTON OR FROM THE OUTSIDE W/ KEY, UN -LOCKABLE FROM THE OUTSIDE W/ KEY, ALWAYS UN -LOCKABLE FROM THE INSIDE. B. EGRESS DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. C. ALL DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 3. SEE DETAIL SHEETS HCI & HC2 FOR INTERIOR ADA DETAILS. 4. ALL GROUND MECHANICAL AND ROOF MOUNTED EQUIPMENT TO BE SCREENED. ROOF TOP MECHANICAL EQUIPMENT SHALL BE SHIELDED FROM VIEW AT GROUND LEVEL AND STREET VIEW. ANY ADDITIONAL GROUND MECHANICAL EQUIPMENT TO BE SCREENED FROM VIEW. 5. NOT USED 6. NOT USED 7. GYPSUM BOARD: CEILINGS: 5/8" GYP. BRD. OR 1/2" CEILING BOARD, TYP. U.N.O. WALLS: 5/8" GYP. ERE., TYP., U.N.O. 8. ALL DOORS OR WALL OPENINGS SHALL BE INSTALLED @ CENTER OF WALL OR 3" MIN. FROM NEAREST INTERSECTING WALL, TYP., U.N.O. DIMENSION NOTES 1. EXISTING DIMENSIONS ARE FINISHED DIMENSIONS, FROM FACE OF STUCCO & FACE OF GYP., BRD., TYP., U.N.O. 2. NEW CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD, TYP., U.N.O. ADA NOTES 1. THIS FACILITY SHALL BE IN COMPLIANCE WITH 2013 CBC CHAPTER 1 IB ACCESSIBILITY TO PUBLIC BUILDINGS 2. SEE SHEETS HCl, FOR ADA REQUIREMENTS KEYNOTE SCHEDULE w^wwr+w*.hv^'er a v,.rv�,i,d,,.md,,.d„.d„h„d,.d,�„>/,,.d•*d,y. O (E) AS PER STATE FIRE MARSHALL / 2013 CFC SECTION 1008.1.9.3, SIGN OVER DOOR, WITH LETTERS NOT LESS THAN ONE INCH HIGH Q , ON A CONTRASTING BACKGROUND, SHALL READ: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIE ALL OTHER EXTERIOR DOORS SHALL OPEN WITH ONE OPERATION OF THE HAND. .wbNnd..PWwU,.hNwAw�,hU,hmh�.efe.M.d,dwM.A,.P A+A..h..U,.Pw/,W.h..”h„U..✓/..”h,N,d,.R.,h,%.,H../„O...R../'..U,.h @ (E) INTERNATIONAL SYMBOL OF ACCESSIBILITY AT FRONT DOOR. SEE DETAIL 5 / HCl. MOUNT AT A HEIGHT OF 60” FROM FLOOR TO CENTER OF SIGN. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MINIMUM OF 6” IN HEIGHT. y d„n,r"d,,.,/•.y,r,,.r„a,,.U"d-.rd„d,r.*r',ra•.a„e•,or„r^.�w^, a+a-.o'^r+� © FLOOR DRAIN WITH A TRAP PRIMER W/ 2” ASB DRAIN LINE �`,,, ,✓»,i,.aa h,a...a,,,n„✓„a,.a„h..,h.,,a„o„m„a-„a„✓„a,,,h„h.,,h.,,a„m„,�,,,na,,,n.,,h.,,h.,,a.,n,h, @ (E) 2-A:10-B:C UL LISTED, STATE FIRE MARSHALL APPROVED PORTABLE FIRE EXTINGUISHERS, CONSPICUOUS PLACED, READILY ACCESSIBLE. NO POINT IN BUILDING FURTHER THAN 75 FT AND 30 FT RESPECTIVELY FROM ANY FIRE EXTINGUISHER. @ (E) TACTILE EXIT SIGNAGE IN COMPLIANCE W/ CURRENT CBC CODE 1. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT.” 2. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 3. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "TO EXIT. " O (E) ADA BATHROOM WALL SIGNAGE A`( O EXIT DOORS SHALL BE ABLE TO BE OPENED WITHOUT KEY OR SPECIAL KNOWLEDGE AND WITH ONE OPERATION OF THE HAND. SEE DETAIL 3/HCl @ (E) TEMPERED GLAZING, WITHIN 24" OF ANY DOOR, TYP. @ (E) KEY BOX AS PER BUTTE COUNTY FIRE MARSHAL. AµU..ycU.W..d„U".d-y,..d.,hyr.,, I O DRYER VENT OVERALL PROPOSED FLOOR PLAN f N/05 T 808 sf @ Remodel & Addition PE0i=1=0 _b_��R BUTiECOUNTYDEVELOPMEi7TSc REVIEWED FOR CODE COMPLIANCE E W 8 - Q F� U CL 0) -9 N W00 �NWQ^�— W � U F�NU M H l� Y _ O O Q W J W 0 LEI Of n G7 O 2 N � Q Z Q = LILI Y = R^x ELI fY LLJ F—Q v (�<U`t N LU O (n p U rn U QQ ISSUE: Q 10-25-16 MR 2 11-03-16 MR G�SED A Cy�TF C 1 • EXP. 0 —31-17 ,r lgr�OF P CAL\fD��\ DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET Al 00 EXISTING f0" -TOR OF SLAB NEW 2" 22'-10Y4" 40'-0" 1'-0" BRACE WALL PLAN 1/4" = 1'-0" 16'-IY4" — — — — — — — — — — — — — — — — — — — STORAGE ROOM I I I I I I I I I I I I I I I I I I I I 2 j I I SDI SEE FOUNDATION I I NOTE #3 f0' I I TYP. I TOP OF SLAB I I SD 1 I I I I REAK TREATMENT 3 ROM I ROOM I I SD1 FLOOR DRAIN I I I MECH. ROOM <_ — — — — — — - — — — — — — — — — — — — — — — — — — — — — J L — — — — — — — — — — — — — — — ALIGN (N) FOUNDATION SUCH (N) LANDING NOT TO I I 0.25" THAT THE NEW EXTERIOR FINISH EXCEED 2/" SLOPE - OWN ALIGNS WITH THE (E) EXTERIOR FINISH @ PATH OF TRAVEL AND I I TOP OF MAX. DS OPE @ 5% 2% CROSS SLOPE., TYP., U.N.O. LANDING 6-0„ I 8'-22" I, -a„1 115'-1 0 v a I o I 18'_22,. FOUNDATION PLAN 1/4" =1'-0" SEE FOUNDATION NOTE #4 BRACED WALL SCHEDULE A1 1) 3/8" CDX OR OSB OR 5/8" T1-11 NAILED W/ 8d @ 6" O.C. EDGES, 12" O.C. FIELD, W/ A -35F CLIPS @ BOCK/JOIST TO TOP PLATE @ 42" O.C.(2) MIN., 2) MUD SILL @ EXTERIOR FOUNDATION ATTACHED W/ 1/2" MIN. ANCHOR BOLTS @ 48" O.C., 12" MAX FROM ENDS OR SPLICES (2) PER PANEL MIN. 1/2" GYPSUM BOARD, U.N.O., NAILED W/ 5d @ 7" O.C. EDGE & FIELD BOTTOM SILL 2 ATTACHED TO CONCRETE FLOORS W/ SIMPSON RFB #4x10 BOLT, WITH SIMPSON SET EPDXY, INSTALL AS PER MFG. OR 5/8" ANCHOR BOLTS W/ 7" MIN. EMBEDMENT SPACED @ 48" MAX. O.C., 12" MAX., 4" MIN. FROM ENDS OR SPLICES, (2) PER PANEL MIN., TYP., U.N.O. (SLAB @ INTERIOR) A3 1) 3/8" CDX OR OSB OR 5/8" T1-11 NAILED W/ 8d @ 6" O.C. EDGES, 12" O.C. FIELD, W/ A -35F CLIPS @ BLOCK/JOIST TO TOP PLATE @ 42" O.C.(2) MIN., 2) MUD SILL @ EXTERIOR FOUNDATION ATTACHED WITH HDU2 AT EACH END W/ 5/8" SSTB 16 ANCHOR BOLTS, PLUS (2) 1/2" X 10" A.B.'S PLACED AT ONE QUARTER POINTS. AB A 3/8" CDX OR OSB OR 5/8" T-1-11 NAILED W/ 8d @ 4" O.C. EDGES, 12" O.C. FIELD WITH HDU2 AT EACH END W/ 5/8" SSTB16 ANCHOR BOLTS, PLUS (2) 1/2" X 10" A.B.'S PLACED AT ONE QUARTER POINTS AND A -35F CLIPS @ BLOCK/JOIST TO TOP PLATE @ 18" O.C. (2) MIN. NOTES: 1. ALL PLYWOOD AND OSB SHALL BE APA STRUCTURALLY RATED FOR THE PROPOSED APPLICATION. 2. ALL BRACED WALL PANEL EDGES MUST OCCUR OVER FRAMING FOUNDATION NOTES 1. ALL CONCRETE USED SHALL BE (2500 PSI IN 28 DAYS) 2. SEE GENERAL NOTES SUB SECTIONS, CONCRETF AND REINFORCING/STEEL 3. CONCRETE @ CONDITIONED AREAS: 4" CONCRETE SLAB (2500 PSI AT 30 DAYS) W/ #4 BAR @ 24" O.C. EACH WAY @ MID DEPTH - OVER 6 MIL. VISQUEEN - OVER 4" MIN. WELL DRAINING 1/2" TO 3/4" ROCK FILL, TYPICAL U.N.O. 4. CONCRETE @ NON -CONDITIONED AREAS: 4" CONCRETE SLAB (2500 PSI IN 28 DAYS) W/ #4 BAR @ 24" O.C. EACH WAY (3" CLEAR OF BOTTOM) - OVER 4" MIN. WELL DRAINING 1/2" TO 3/4" ROCK FILL, TYPICAL U.N.O. 5. NOT USED HOLD DOWN / ANCHOR BOLT LEGEND CA� SIMPSON HDU2 ON (2) 2X OR 4X, W/ SDS 1/4" X 3" SCREWS W/ 51'8" 0 SSTB16 ANCHOR BOLT (SSTB20 @ TWO POUR) DIMENSIONED WALL FRAMING PLAN 1/4",= 1'-0" '/ 1 PER4A T BUTTE COUNTY DEVELOPMENTSERVICES r REVIEWED FOR CODE COMPLIANCE �a..----- �I V 2 U Lu I— Q U j NN N Q9 Wco Ld NwC¢j^� F i m � OU F (.0.. X N tl U I l Ll_I I w�aa � �Qw w w _ U Q 0 � w J W O W ry F_ F_ CL O O N 2 M Q Z = M Q U t r Y W ELI ELI Q I- U < U `-I- N 1 O � O U_ 0) U_ U U Q ISSUE: Q 10-25-16 MR Q 11-03-16 MR G gED A cy/T� cr .` Nkg. fP C 1 EXP. 0 -31-17 # f P 14TH OF CAI.\fC��` DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET Alel CEILING 18"x6" MIN. (108 sq.in.) TO COMMENCE WITHIN 12" FROM CEILING 10"x10" MIN. (100 sq. in.), TO COMMENCE WITHIN 12" ABOVE FINISH FLOOR FINISH FLOOR SWING PER SCH, TYP. r N VENT DOORS #1,3,5 DOOR #2 DOOR #4 DOOR ELEVATIONS I DOOR #4 VETILATION ELEVATION MECH. ROOM A I/41= 1'-0" I I O M 3632 SLD, LOW -E VINYL WINDOW ELEVATION NEW DOOR SCHEDULE NUM SIZE TYPE SWING LOCKS LOCK SET HARDWARE TEMPERED GLAZING NOTES 1 3068 METAL RIGHT STOREROOM AL80PD A -------- ----- 02 3068 FULL LITE LEFT PASSAGE AL10S A YES ALL DOOR PANELS TO BE 1-3/8" MIN., 16 GA HOLLOW METAL, TYP., U.N.O. 3Q 3068 SOLID CORE RIGHT STOREROOM AL80PD A WITH A RETURN TO WITHIN 1/2" INCH OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS ® 3068 SOLID CORE RIGHT PASSAGE AL10S A -------- VENTED 05 3068 SOLID CORE LEFT PASSAGE AL10S :2 :2 X © I- W N U 12 t -L_ W ------ REVIEWED FOR CODE COMPLIANCE DATE __.,.,,._.I� /��. nY-Iv" SUGGESTED DOOR HARDWARE (OR EQUAL) HARDWARE MFG. SERIES DESIGN FINISH COMMENTS � A SCHLAGE AL SAT 619 SATIN NICKEL DOOR NOTES: 1. ALL DOOR GRADES & MATERIALS SHALL BE APPROVED BY OWNER. 2. ALL HARDWARE, LOCK SETS, STYLES, AND FINISH SHALL BE APPROVED BY OWNER. 3. ALL DOOR HEADERS AT k 6'-10" (AS PER DOOR MPR.) OFF FINISH FLOOR, TYP., U.N.O. 4. ACCESSIBLE DOOR HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 5. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH SURFACE KICK PLATE. 6. ALL DOOR PANELS TO BE 1-3/8" MIN., 16 GA HOLLOW METAL, TYP., U.N.O. 7. ALL DOOR FRAMES TO BE TIMELY 16 GA HOLLOW METAL FRAMES, (OR EQUAL) TYP., U.N.O. 8. STANLEY FBB 199 4 1/2" x 4 1/2" OR EQUAL HINGES WITH APPROPRIATE STOPS TO ALL DOORS. 9. LEVER HANDLE DOOR HARDWARE. THE LEVER OF LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED N WITH A RETURN TO WITHIN 1/2" INCH OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS. 2013 CBC SECTION 1008.9.1 & 2013 CALIFORNIA REFERENCE STANDARD CODE SECTION 12-10-202(1). REVIEWED FOR CODE COMPLIANCE DATE __.,.,,._.I� /��. nY-Iv" p W � U U H Q U U U) rn N W 00 WNWU^.�. Lu v� :2 :2 X I- W N U 12 t -L_ W I Q U Q Z "G 0 0 W /'1 f— F- J LJ O W H Cl V) O = N M Q Q Z Q = M C7 LY IY1--Qo r- U<U`rt In p N LLJ O U 0)(-) O 0- U aa U Q ISSUE: 10-25-16 MR Q 11-03-16 MR SO A C/j/ C 1 It EXP. 0 -31-17 T9TF OF CAL\F���P DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET Al 02 THREE TAB ASPHALT SHINGLES - - �T71---1-'7j DOWNSPOUT 290 Z 0 U Z,2 0z EXISTING / DEMO ROOF PLAN a 1/4" = 1'-0" PERMIT# -916 lI-Z2 - 3L,TTE d5L NT`1 0EVFL,6PNAEN I SEA JKM a biE 8 ry H U -� Iw— Q -� j N N 2 o Q Aa) W 00 W UJI bi Ld < 1-WNU Li- Lu r, �z w� Qa zo cooO w � Lij J I— F J W r-) O w n U) O = N r� JQ >- z = � Y LIJ = Ltj~ag UQU.� N Lij O (n0 U_ 0)_U � _ U = d U Q ISSUE: 10-25-16 MR 11-03-16 MR G�g6D A CA,,,r� �c'. fF Cit C 1 * EXP. 0 -31-17 P T9rF OFCAO DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET A200 � i.._... P/� EXISTING ROOFS TO REMAIN U4 ziud LUR94 A,^,r'S,16y>iEJ„A i Ad1$ ON' W,,i?l A Mnlw Noll SKwi Ile RAN ,e VI"RU lk ., ESS i W €W1, f"Irw, A 'AAT£7vF5 p+h5:3?dtrM CS}£vx3{^ H. w, 4, , 1'S:B PF2MiNT DMAAPTO p,,; Od';0 £1..385 5 y, AND ?3h -K PU SEWS bE'L= Ax4 fiS1.M/AV5 AVE. CWY rAWAW20 comer urm TO b.2sa. uS ct Typ 'tiTT e3s'wi, �E, 'Tq+ F i,. CL°R8 CC"t51fi:C4;:Ylt,Td :' C.A 2:I aA dAQFO SIFC1 PAlY'NUMP €Asrs At J tv ,...... € >dAxW AA U, F DATA A VU 'x'.'351: IC -P T(= A. F1'..2 P,Ti >t $k A ' , PRODUCT {i', MSiV PI DS UNI -PRODUCTS, INC 3315 Elkhorn Blvd DATE 1 mas North Highlands, CA 95660 alis cq1"Ea!A ( WND; m moo E%P C, ROOF1�,tw<wft w - to AifE i "c.5C6'; (916348-3800 SE]SWC. ss=313 1-1$ www.adaptnurb.com OOOE 2013033 Ma€1€@?adaptacurb.com NEW ROOF ROOF NOTES 1. 1/2" CDX APA RATED PLYWOOD OR OSB EQUIVALENT. APPLY FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL W/ 8d @ 6" O.C. EDGE AND 12" O.C. FIELD. EDGE NAIL AT GABLE END TRUSSES, DRAG TRUSSES, FRIEZE BLOCKING, AND ALL SUPPORTED EDGES. 2. ROOF SHALL BE CONSTRUCTED WITH MANUFACTURED TRUSSES @ 24" O.C., TYP., U.N.O. 3. ALL TRUSSES SHALL BEAR A STAMP IDENTIFYING THE MANUFACTURER, LOADING CRITERIA & SPACING. PROVIDE A COPY OF THE TRUSS CALCS. @ JOB SITE. 4. ALL PLYWOOD AND OSB SHALL BE APA STRUCTURALLY RATED FOR THE PROPOSED APPLICATION. 5.. RADIANT BARRIER ROOF SHEATHING SHALL ALSO BE INSTALLED AT ALL NEW GABLE ENDS AS PER ENERGY CALCULATIONS. 6. ATTIC INSULATION @ R-44 7. HEADERS: 6x10 DF #I, ON 2x6 WALLS, TYP., U.N.O. ON PLAN 4x12 DF #1, ON 2x4 WALLS, TYP., U.N.O.ON PLAN 8. CONTRACTOR SHALL VERIFYALL DIMENSIONS, CEILING CONFIGURATIONAND ROOF SLOPES PRIOR TO THE ORDERING OF TRUSSES. HVAC unit HVAC unit VENTILATION SCHEDULE basepan 4 [X]ATTIC [ ]UNDERFLOOR 4 \ Sealing VENTED AREA IN SQ FT Gasket SQ. FT. OF NET VENTILATION AREA REQUIRED / Roofcurb Anchor screw/ - Wood nailer' Flashing field supplied ( AREA VENTED -150 ) Insulation 808 5.4 U field supplied Cant strip field supplied SYMBOLS LO WIDTH ROOF CURB DETAIL HEIGHT NET AREA QUANTITY AREA IN TYPE OF IN LjNbi Jm� IN w 1 J IN SQ. FT. SQ FT FF- VENT INCHES INCHES EACH PROVIDED 4 GABLE ROOF VENT _ GABLE ROOF VENT 18 X 24 = 2.3 X 1 = 2.3 <m FRIEZE VENTS FRIEZE VENT 21 X 3.5 = 0.35 X 10 = 3.5 TOTAL VENT AREA PROVIDED: (MUST EQUAL OR EXCEED NET AREA REQUIRED) = 5.8 EXISTING ROOFS TO REMAIN U4 ziud LUR94 A,^,r'S,16y>iEJ„A i Ad1$ ON' W,,i?l A Mnlw Noll SKwi Ile RAN ,e VI"RU lk ., ESS i W €W1, f"Irw, A 'AAT£7vF5 p+h5:3?dtrM CS}£vx3{^ H. w, 4, , 1'S:B PF2MiNT DMAAPTO p,,; Od';0 £1..385 5 y, AND ?3h -K PU SEWS bE'L= Ax4 fiS1.M/AV5 AVE. CWY rAWAW20 comer urm TO b.2sa. uS ct Typ 'tiTT e3s'wi, �E, 'Tq+ F i,. CL°R8 CC"t51fi:C4;:Ylt,Td :' C.A 2:I aA dAQFO SIFC1 PAlY'NUMP €Asrs At J tv ,...... € >dAxW AA U, F DATA A VU 'x'.'351: IC -P T(= A. F1'..2 P,Ti >t $k A ' , PRODUCT {i', MSiV PI DS UNI -PRODUCTS, INC 3315 Elkhorn Blvd DATE 1 mas North Highlands, CA 95660 alis cq1"Ea!A ( WND; m moo E%P C, ROOF1�,tw<wft w - to AifE i "c.5C6'; (916348-3800 SE]SWC. ss=313 1-1$ www.adaptnurb.com OOOE 2013033 Ma€1€@?adaptacurb.com NEW ROOF ROOF NOTES 1. 1/2" CDX APA RATED PLYWOOD OR OSB EQUIVALENT. APPLY FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL W/ 8d @ 6" O.C. EDGE AND 12" O.C. FIELD. EDGE NAIL AT GABLE END TRUSSES, DRAG TRUSSES, FRIEZE BLOCKING, AND ALL SUPPORTED EDGES. 2. ROOF SHALL BE CONSTRUCTED WITH MANUFACTURED TRUSSES @ 24" O.C., TYP., U.N.O. 3. ALL TRUSSES SHALL BEAR A STAMP IDENTIFYING THE MANUFACTURER, LOADING CRITERIA & SPACING. PROVIDE A COPY OF THE TRUSS CALCS. @ JOB SITE. 4. ALL PLYWOOD AND OSB SHALL BE APA STRUCTURALLY RATED FOR THE PROPOSED APPLICATION. 5.. RADIANT BARRIER ROOF SHEATHING SHALL ALSO BE INSTALLED AT ALL NEW GABLE ENDS AS PER ENERGY CALCULATIONS. 6. ATTIC INSULATION @ R-44 7. HEADERS: 6x10 DF #I, ON 2x6 WALLS, TYP., U.N.O. ON PLAN 4x12 DF #1, ON 2x4 WALLS, TYP., U.N.O.ON PLAN 8. CONTRACTOR SHALL VERIFYALL DIMENSIONS, CEILING CONFIGURATIONAND ROOF SLOPES PRIOR TO THE ORDERING OF TRUSSES. HVAC unit HVAC unit base rails basepan 4 # 4 \ Sealing Gasket / Roofcurb Anchor screw/ - Wood nailer' Flashing field supplied Roofcurb' Insulation (field supplied) Roofing material U field supplied Cant strip field supplied *Provided an roofcurb LO A09090 ROOF CURB DETAIL MATCH NEW ROOF SLOPE AND EAVES TO EXISTING ROOF VERIFY EXISTING ROOF SLOPES PRIOR TO ORDERING NEW TRUSSES. SEE ROOF CURB DETAIL g AND CURB CUT SHEET I i f HVAC A NEW HVAC ROOF MOUNT SEE SHEET M1.0 � Not M TYP. SDI M 9TYP. NEW ROOF PLAN' 1/411 = 11-011 0 29 0 39'-10" 4 # 4 4 MATCH NEW ROOF SLOPE AND EAVES TO EXISTING ROOF VERIFY EXISTING ROOF SLOPES PRIOR TO ORDERING NEW TRUSSES. SEE ROOF CURB DETAIL g AND CURB CUT SHEET I i f HVAC A NEW HVAC ROOF MOUNT SEE SHEET M1.0 � Not M TYP. SDI M 9TYP. NEW ROOF PLAN' 1/411 = 11-011 0 29 0 V F— 0 _;9 Q U LO a N N jUj00 LjNbi Jm� w 1 J FF- LL -W Y I _ h� O w ILl J F— J W O W ry H W V) O = N I) Q >- Z Q = � LLJY2 S Li 0:�F-Q8 LLJ U < U `i- 1 O N O N O U 0)U U n U Q ISSUE: 10-25-16 MR 11-03-16 MR G�gED A Cy/T� 0 1 EXP. 0 —31-17 P lgrF CF CAL \ED��` DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET A201 WEST ELEVATION 3/16 = 1'-0" ONmI EAST ELEVATION 3/16 = 1'-0" I (E) ELEVATION KEYNOTE SCHEDULE EEXISTING LAMINATED DIMENSIONAL COMP. SHINGLES TO REMAIN., TYP., U.N.O. EXISTING ASPI IAULT ROLLED ROOFING TO REMAIN., TYP., U.N.O. EXISTING BATTEN & BOARD SIDING TO REMAIN, TYP., U.N.O. EXISTING HORIZONTAL EXTERIOR SIDING, TO REMAIN, TYP., U.N.O. El NOT USED �9 (E) 5% SLOPE AWAY FROM STRUCTURE, FIRST 10 FT., TYP., U.N.O. 10 EXISTING ATTIC VENT OPENINGS, W/ 1/4" MAX. SCREEN E MESH COVERING, TYP., U.N.O. PE EXISTING ELECTRIC METER AND MAIN PANEL. 12 EXISTING GAS METER. 13 EXISTING IRRIGATION CONTROL PANEL. 14 EXISTING EXTERIOR LIGHTING. IS EXISTING WEATHER HEAD, OVERHEAD WIRING TO POWER POLE ON WEST SIDE OF MUIR AVE. 16 EXISTING CMU WALL. IF EXISTING 2x4 FENCE WITH PLYWOOD SHEATHING. SOUTH ELEVATION 3/16 = 1'-0" NORTH ELEVATION 3/16 = 1'-0" PERIM IT# -if �'/&-::-l-2Z__.. BUTTE COUNTY DEIIELCPMENT SEFi'JIGES REVIEWS FOS CODE COMPLIANCE DATE ---J 14 ,& BY-&.- V C U Ld I--- Q U _i U U s` H >� N J W00 Lu Lu N � Ld m co F- a1 N C) F- L- W W 0 wz �o w� c7 � �w a �w w CJ J F- J W O w Elf, H In O 2 cV � Q � Z Q = U r Y Ld = ryF- Q 8 U�U`t Ld OU)pN 2 U 2 n U Q ISSUE: 10-25-16 MR Q11-03-16 MR \G�5E0 A Cy�F�P C 1 EXP. 0 -31-17 P �rgFP OF CAL\i0��\ DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET A300 Frl EAST ELEVATION 1/4 = 1'-0" (N) ELEVATION KEYNOTE SCHEDULE EXISTING LAMINATED DIMENSIONAL COMP. SHINGLES TO REMAIN., TYP., U.N.O. EKINEW 25 YEAR CLASS "A" LAMINATED DIMENSIONAL COMP. SHINGLES, TYP. ❑3 EXISTING BATTEN & BOARD SIDING TO REMAIN, TYP., U.N.O EXISTING HORIZONTAL EXTERIOR SIDING, TO REMAIN, TYP., U.N.O. (N) 5/8" T-1-11 EXTERIOR SIDING, COLOR TO MATCH EXISTING BUILDING, TYP., U.N.O. ❑9 EXISTING 2% SLOPE AWAY FROM STRUCTURE, FIRST 5 FT., TYP., U.N.O. 10 EXISTING ATTIC VENT OPENINGS, W/ 1/4" MAX. SCREEN E MESH COVERING, TYP., U.N.O. 11 EXISTING ELECTRIC METER AND MAIN PANEL. 12 EXISTING GAS METER. 13 EXISTING IRRIGATION CONTROL PANEL. 14 EXISTING EXTERIOR LIGHTING. 15 EXISTING WEATHER HEAD, OVERHEAD WIRING TO POWER POLE ON WEST SIDE OF MUIR AVE. 16 NEW T-1-11 SIDING, COLOR TO MATCH EXISTING, TYP., U.N.O. 17 EXISTING 2x4 FENCE WITH PLYWOOD SHEATHING. 18 NEW ATTIC VENT OPENINGS.; W/ 1/4" MAX. SCREEN MESH COVERING, TYP., U.N.O. 19 (N) A/C UNIT, SEER AS PER ENERGY CALCS. 20 (N) FENCING TO REPLACE REMOVED (E) FENCING, STYLE AS PER OWNER, COLOR TO MATCH EXISTING, TYP., U.N.O. SUUI'H ELHVA'I'IUN 1/4 = 1'-0" 92Z DEVEWNOENT SERVICES NORTH ELEVATION RE IEWEC) FOR TT T-7 CODE DATE �I 2g�0"NIPLIANC b13Y-45a-- it i — — rr- �, �I �� I �� d �� Ld QE T i V � U Lu Q Av, ++ L U V) _� _,g j N N I^� wNwU w [p m �QLLJ (D I— a- N U 1— LL_ W Y _ I W O H W� W H Q W W OW O P4 a w J W O W Iz H (n O DE N r� Q z Q = M C 7 Ld Ld = �� ag U Q U vr (n N Li O U O U O ISSUE: 10-25-16 MR I1-03-16 MR Seo A C&I C 1 EXP. 0 -31-17 �Tgrf CF CALIF���`p DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET - A3 it i — — rr- �, �I �� I �� d �� T i I � i i �� III i�� ILII � _....___._—____-- __._ _ _ ____... :_..__._____ _____ _. _— —--.a__.--__L— _-___ _.._.—_ _ <.__i J -1,:L _... ..._ ( 1'.p. 1:. _II__._..._ ..I _... rM LittlecXU LPM d� 9SN CID -GPM e 8 , iiidn .' PPS2V2o z° 1 7� , 513612 PPS2V31) T 3 533613 ' ': PP$3 R., 3 _ _3"_ '.. 513614 PPSW21) 3 _ 2 _ Note: Pump and switch assembly not included. ECM GAS PIPING SCHEMATIC TO (E) HVAC UNIT 44 FT 14 FT (E) GAS (E) WATER (N) HVAC METER HEATER UNIT 50,000 BTU 60,000 BTU PER TABLE 1216.2.1 - 2013 CALIFORNIA PLUMBING CODE 3/4" PIPE LENGTH UP TO 80 FT IS GOOD FOR UP TO 117 CUBIC FEET PER HOUR PROJECT INFORMATION: CUBIC FT PER HOUR = 110,000 / 1100 = 100 TOTAL LENGTH OF PIPE = 59 FT SIZE REQUIRED = 3/4" •.o",.A^'P•,,, EX]ST1NG NEW E) GAS METER 0 FA "U5K P_� ,...iP r I TIE TO (,j,P LINES, SEE YNOTE ((8, SHEET E1.0,TYP. "4 (E) 3/4" GAS LME ,*� :, H/� "� E (� LINES �Alas— oa —c—�e 3, [� i 1/2" PEX LINES, OVERHEAD, e --tee --te (E) water Supply Bqx 7_ . t, CONNECT TO EXISTING, TYP. „ , (N) Water SuPPIsrIWp j re Into (E) Water Suppl}%'fi'ax FE11 E Waste Drain For Washer (N) Waste Drain For Washer Tic into (E) Drain D (E) 1 1/2" Washer Vent, `a ss—as—ss mss—ss mss—ss—s ss—ss—ss s Vents Though Roof i (N) 1 1/2" Washer Vent, Tie into water line with ss a N Troup Primer (N) 2" SS LTNE TO / sn Tie Into (E) Washer Vent ( ) P (N) SS PUMP ss n " I lY2Drain Vent ss � (N� (N) 2" Clean Out ss mss /ss lss/ss (E) Floor Drain To Septic Tank (West) ss � ,s �� ss f sg (N) 2" SS LINE Connect (N)2" SS Line NZEW GRASS AILEA ® This Location .,o.,�,.,o,.s..,o..,,.,..�..,,., OUTLET/SWITCH SCHEDULE & DUPLEX OUTLET/ III / WPP GFI GROUND FAULT /WATERPROOF 220 DISCONNECT SWITCH / 220 V./ OUTDOOR RATED Q NATURAL GAS OR LPG (N) CHAIN LINK FENCE, TYP., U.N.O. (E) GAS METER aw—�—"It N ` —c—g—c—c—c lI "— , (N) 2" SINK DRAIN LINE 1 ss — ss ss , ss ;A (N) 2" CLEAN OUT 1 1/2 SINK VENT THOUGH ROOF ` (N) 2" SS LINE TO'°"a 1 (N,` SS PUMP (N) LITTLE GIANT MODEL #IOSF2V2D PLASTIC PIT W/ SEWERPUMP (E) SEPTIC TANK CLEAN OUT LINE _\0 (E) FIRE DEPT. HOOK—UP EXISTING NEW r rn1 I�WI� L U N # II N RELOCATED WATER HEATER W/ NES{{ % f FLUE. SEE KEYNOTE #8 SHEET El. P & T DRAIN LINE, IT SHALL SLOPE DOWNWARD, MINIMUM 1/4" PER FOOT TO TH@ ` ( l_(�;i. EXTERIOR. DRAIN LINE SHALL TERMINAT i BETWEEN 6" —24" ABOVE GRADE POINTINCw ROOM DOWNWARD (NO THREAD FITTING ALLOWED) 1,�`1" 1 _. — ..-�I FS (N) ROOF MOUNTED J HVAC UNIT #1 CONNECT TO (E) GAS LINE IN (E) ATTIC W/ 3/4" SCH. 40 STEEL PIPE PLUMBING PLAN a v C9 220 4 C2,04 1/4" = 11-0" Irl) E A s.ra a c,_ PROVIDE A DISCONNECT SWITCH AND A 110V SERVICE OUTLET PANEL & CIRCUIT No., TYP. PLUMBING LEGEND — ss — ss — SEWER LINES & DRAIN LINES, ABS, PIPE DIAMETER AS PER PLAN — H — H'— HOT WATER LINE, PEX TUBING, DIAMETER AS PER PLAN —c—c—c—c—c— COLD WATER LINE, PEX TUBING, DIAMETER AS PER PLAN GAS— ens— STEEL PIPE RATED FOR GAS LINE USAGE, MATCH (E) PIPE DIAMETER COMBUSTION AIR REQUIREMENTS FOR INDOOR WATER HEATER BTU VOLUME @ VOLUME IMIN. 50 CU FT / 1,000 BTU PROVIDED 65,000 1 3,250 cu ft 5.75*7.25*8.0 = 1,918 cu ft VENTING FROM INSIDE BUILDING: Required Min. Openings @ Required Min. Openings to 1 sq in / 1,000 BTU be Installed 65 sq in ( xx (2) @ 100 sq in, Top & Btri of interior surface HVAC EQUIPMENT SCHEDULE NEW UNIT #1 2 1/2 - TON - DAY & NIGHT - MODEL # PGR530 GAS/ELEC PACKAGE UNIT 29,000 BTU COOLING CAPACITY 60,000 BTU HEATING CAPACITY 208/230 VOLT 3 PHASE, 45 AMPS MAX. 15 SEER, 12 EER NET WEIGHT LBS: 376 EACH OUTSIDE AIR CALCULATIONS NEW UNIT #1 CEC: 808 x 0.15 =121 CFM V 800/100 x 15 = 1.21 CFM MECHANICAL LEGEND RETURN AIR REGISTER, TYP., U.N.O. SUPPLY AIR REGISTER, TYP., U.N.O. PERNAIT0— BUTTECOUNTY OEVEI_QPMENT SEWVICES REVIEWED FOR CODE- r MPL1AN E DATE _///�FOLEi, 6Y_.P.R! HVAC PLAN 1/4" = 11-0" V U � Ld I— Q U U 0) � H CO N > # 00 W l w Ld N U I— a_ N U H Li LU I E E z _ja V a- 0 m� W giy LJ� i W J I � J W 0 O w CL U) O 2 N � Q � Y LLJ = LLI LL] F— Q U<C)r' Lij O (n p N U_ rn U_ ilin ISSUE: 10-25-16 MR Q11-03-16 MR EDA CH�T�P v fig. fo C 1 * EXP. 0 -31-17 P �rgTf OF CAL 11D��\ DATE: August30, 2016 SCALE: PER PLAN,' DRAWN: MMR JOB NAME: 016-014 SHEET M160 (E) Panel "A" O (E) Pane] "B" EXISTING WAITING AREA 001 0 EXAM RM. #1 002 BATHROOM 003 EXAM RM. #2 004 OFFICE 005 F ,� Io�l 1301 L xJ REAR ,ENTRY 006 RECEPTION _�� 008 EXISTING w Zs X-RAY F_ 013 SURGERY 009 EXISTING SURGERY PREP 010 r - I�wl I¢VI L QJ LAB AREA 011 C7 NEW aFCC 1 �w 1 JU2HIL �{— N',/EXTV C1 � I € € L -------J NEW LIGHTING PLAN 1/4” = 1'-0” KEYNOTE SCHEDULE ELECTRICAL FIXTURE SCHEDULE C -i �^wr-.ryw•�^+r-a•-w v^✓w• r�o-ww,r„.a...rr•«�a•-ovr���v^yw-.r•a`*r�w.a••.a„,v.,e•.o„v,,,v.,i,vd„y, i,„y,,.mv,,.a,,,,i”vy�y„mv,..a•-w-a^.aw--„na,.a,y,,.,,,my^y„vy,.,r-,vi„y„a..i,„n.,.oy,,.e•-o•,ry r«. '�' 10 S"I uRAG1_, A. THE WATER HEATER SHALL BE LOCATED NOT LESS THAN 18 R00..t„'.. r EXISTING MAIN ELECTRICAL PANEL W/ METER (A), AND SUB PANEL. (B). C3 (� U VAPOR IGNITION RESISTANT. PROVIDE APPROVED SEISMIC �;a,-:;;; I: �CI ,•1c� C� FI I T R IN C6 — — — IJ 1 I � C3 I 1 I NOT USED lfi 19�� / / � C3 C 1 PANEL &CIRCUIT No., TYP. / 1 U r� � Switch on / �� ( s;itl "K �� Sl Portebla]utt' a v l;w Cl/ a)r I CI fii t / �_„,Il C6 PROVIDE A 120V OUTLET WITHIN 3 FT OF WATER HEATER. C. - C6 F]/ T C] O4 PROVIDE AN OPENING NOT LESS THAN 100 SQUARE INCHES FOR { / Cl PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE I )ivi THE WATER HEATER IS INSTALLED 3 D. PROVIDE A CONDENSATE PAN WITH DRAIN SLOPED TO OUTSIDE. OCLOTHES aFCC 1 �w 1 JU2HIL �{— N',/EXTV C1 � I € € L -------J NEW LIGHTING PLAN 1/4” = 1'-0” EXISTING NEW T 1 1n r III 1111' 11 u�ll� II NEW OUTLET PLAN 1/4" = 1'-0" SYM I.D. KEYNOTE SCHEDULE ELECTRICAL FIXTURE SCHEDULE C O ATTIC ACCESS, 22"X30" MIN. WITH ELEC. SWITCH & LIGHT, TYP., U.N.O. gO WATER HEATER: 10 A. THE WATER HEATER SHALL BE LOCATED NOT LESS THAN 18 I EXISTING MAIN ELECTRICAL PANEL W/ METER (A), AND SUB PANEL. (B). INCHES ABOVE THE FLOORS UNLESS LISTED AS FLAMMABLE (� U VAPOR IGNITION RESISTANT. PROVIDE APPROVED SEISMIC 2 FW— MOUNTING TO WALL AT LOCATIONS EQUAL TO THE TOP & BOTTOM 0 NOT USED ONE THIRD OF ITS VERTICAL DIMENSION. THE STRAP SHALL BE A MINIMUM OF 4INCHES ABOVE THE CONTROLS. 1 U B. PROVIDE A 120V OUTLET WITHIN 3 FT OF WATER HEATER. C. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT O4 PROVIDE AN OPENING NOT LESS THAN 100 SQUARE INCHES FOR PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE MAKEUP AIR IN THE DOOR. SEE DOOR SCHEDULE SHEET AL2 THE WATER HEATER IS INSTALLED LL_ D. PROVIDE A CONDENSATE PAN WITH DRAIN SLOPED TO OUTSIDE. OCLOTHES DRYERMOISTURE EXHAUST DUCT LENGTH SHALL BE E. PROVIDE INSULATION ON FIRST 5 FT OF OUTLET PIPE. 14 FEET MAXIMUM WITH TWO 90 DEGREE ELBOWS. F. NOT USED O NEW 100 AMP SUB PANEL "C” WATER HEATER NOTES: I— LL_W 1. THE WATER HEATER IS BEING MOVED f 8” TO THE EAST FROM IT'S Y, ORIGINAL LOCATION. O LANDINGS: 2. IT WILL CONNECT TO THE EXISTING GAS LINE WITH AN APPROVED MINIMUM WIDTH =WIDTH OF DOOR, GAS LINE EXTENSION. DEPTH @ PATH OF TRAVEL = 36” MIN. 3 IT WILL CONNECT TO THE EXISTING COLD WATER LINE WITH AN WITH 2% MIN. SLOPE AWAY FROM STRUCTURE APPROVED WATER LINE EXTENSION. @ EXTERIOR, TYP.. U.N.O. 4. THE HOT WATER SIDE SHALL HAVE A "TEE” INSTALLED TO PROVIDE HOT WATER TO THE EXISTING SIDE AND TO THE SINK IN THE NEW BREAK ROOM. 5. WATER HAMMER ARRESTERS TO WASHER ARE EXISTING EXISTING NEW T 1 1n r III 1111' 11 u�ll� II NEW OUTLET PLAN 1/4" = 1'-0" SYM I.D. QTY ELECTRICAL FIXTURE SCHEDULE C Li 12” x 48" LED LIGHT FIXTURES, (2) TUBES WALL MOUNTED FLUORESCENT LAMP, RATED FOR EXTERIOR USE. EMERGENCY EXIT SIGN/LIGHT - LIGHTED I SIDE W/ BATTERY BACK UP, INTERIOR USE, 15 WATTS EMERGENCY EXIT LIGHT, RATED FOR EXTERIOR ucHz USE, W/ BATTERY BACK UP, 15 WATTS, EXEMPT FROM TITLE 24 CALCULATIONS. F] EXHAUST FAN, VENTED TO OUTSIDE 100 CFM, MIN. Sl PORTABLE EXAM LIGHT, EXEMPT FROM TITLE 24 CALCULATIONS. Al 10 A2 I E I I U E2 2 FW— MI 2 _ S1 1 U ELECTRICAL NOTES 1. PROVIDE AND INSTALL EMERGENCY EXIT SIGNS, AND EMERGENCY LIGHTING AS PER CODE. 2. VERIFY ALL LIGHT TYPES AND LOCATIONS WITH OWNER. 3. LIGHTING IN WORK TASK AREAS OVER 100 SF WILL HAVE SWITCHING SUCH THAT HALF THE LIGHTING (MINIMUM) WILL BE ABLE TO BE TURNED OFF. 4. LOCATE TELEPHONE OUTLETS AND COMPUTER NETWORK OUTLETS AS PER OWNER. I OUTLET/ SWITCH SCHEDULE "cam DUPLEX WALL RECEPTACLE, W/ GFI GFI CONVENIENCE TYPE. DUPLEX WALL RECEPTACLE CONVENIENCE TYPE. 220 VOLT SINGLE PHASE WALL RECEPTACLE 220 DUPLEX OUTLET / 110 V. / WE GFI GROUND FAULT / WATERPROOF F2-2'01 DISCONNECT SWITCH / 220 V./ OUTDOOR RATED © DATA PORTS, RUN (2) CATEGORY 6, AT 18" AFF, TYP., U.N.O. b PHONE / FAX OUTLET, RUN 4 STRAND TELEPHONE WIRE, TYP., U.N.O. b SWITCH / SINGLE Mg SWITCH/THREE WAY Q NATURAL GAS OR LPG NOTES: BELOW COUNTER OUTLETS: ,•^av-.v.-w+aronv-.,^v-,mw-ayry,a,.,9 THE TOP OF ALL ELECTRICAL, PHONE AND COMMUNICATION OUTLET BOXES TO BE MOUNTED L@ A MINIMUM HEIGHT OF 15" TO THE BOTTOM OF THE BOX ABOVE FINISH FLOOR, TYP., U.N.O. ABOVE COUNTER OUTLETS: THE BOTTOM OF ALL ELECTRICAL, PHONE, AND COMMUNICATION OUTLET BOXES TO BE MOUNTED @ 2" ABOVE BACK SPLASH OR COUNTER TOPS, TYP., U.N.O. LIGHT SWITCHES: THE TOP OF ALL LIGHT SWITCH BOXES TO BE I MOUNTED 48" MAX. ABOVE FINISH FLOOR, )p MEASURED TO THE TOP OF THE BOX, TYP., U.N.O.9 Y.M.N...Nn✓r.,n../MP.../+.P,.R.✓..,M..P.../,.O,.O..NrvN,.HN.,A,./b./"NwP,M.../.,Ou.F.../...On.P...RN,.G.N..,f TITLE 24 LIGHTING DESIGN GUIDE AT NEW CONSTRUCTION MECHANICAL, BREAK & STORAGE ROOMS: ALL HIGH EFFICACY AND OR VACANCY SENSOR. (MANUAL -ON, AUTO OFF, SENSOR) OUTDOOR LIGHTING ATTACHED TO BUILDINGS: HIGH -EFFICACY; OR HAVE ALL OF THE FOLLOWING CONTROLS: MOTION SENSOR; PLUS PHOTOCONTROL, ASTRONOMICAL TIME CLOCK OR FMCS; PLUS A MANUAL ON/OFF SWITCH THAT DOES NOT OVERRIDE TO "ON" THE AUTOMATIC CONTROLS P C Li Q V U FW— Q U -� _ U U C/) 0-) o WCO LL_ N C'4 W U Q^Q J LSC )) m� GNU U�! I— LL_W ter. -moi._ Y, Z z aQ U � zW -J O J W z z w J 1- J W O W H (Z U) O = N rD a z aoEd�,� = Ed = W' F—Q U � C) 0 000 � = d OAU Q ISSUE: Q10-25-16 MR 11-03-16 MR SEB A CN/T �C'T C 1 EXP. 0 -31-17 r4TE CF CAL\EC��P DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JO B N AM E: 016-014 SHEET E 100 ILi-_.�- .III IIIININIIIII I,L_'I - - 1_r._.!.. '.'I I 0 TI I �i[7 llll�jI 1LII �IIF 1I� Ll 1 �l.1�,k 11j ],1"71" 17 11 11 11 1 1 I I PERM1Tn_ __X1,0 - / 922 BUTTE COUNTY DEVELOWENT SERVICES REVEE-NE FOP, )LU PANEL BOARD SCHEDULE - CUTTLER HAMMER PANEL B 120/240 VOLTS 1 PH 3W [Y XI LUGS U ❑ BREAKER MOUNTING: ❑X FLUSH TYPE N1 AMP MAIN: FEED W/ IOOA U AD ❑ SURFACE � U BREAKER FROM PANEL -A � � Left phase load Right phase loa N ITEM AMP POLE CIR. # A B C A B C CIR. # AMP POLE ITEM PLUGS, SURGERY 20 1 1 1 1200 900 1 2 LIGHTS, EAST PLUGS, LAB 20 1 1 3 1200 900 4 20 2 LIGHTS, WEST PLUGS, RECEPTION 20 1 5 1200 170 6 20 2 SIGN PLUGS, WEST 20 1 7 1200 8 50 2 SPARE W.H.F. 20 1 9 600 10 50 2 SPARE SPARE ---- ---- 11 1 1 12 30 2 SPARE 3000 2400 11070 900 ---- LOAD = 7,370 / 240 = 31 AMPS C:)= 4070 3300 -- 125%=39AMPS TI I �i[7 llll�jI 1LII �IIF 1I� Ll 1 �l.1�,k 11j ],1"71" 17 11 11 11 1 1 I I PERM1Tn_ __X1,0 - / 922 BUTTE COUNTY DEVELOWENT SERVICES REVEE-NE FOP, )LU O [Y U U Iw- Q U AD _ � U U � � N I— > N _j1 w00 bi Qbi • U ,� J m v :2 .O X N U H n r _ Q J ry Qw C:)= w� zJ Jw wz zQ O w J f- F- J W 0 O w d N O N Q z Q = � U rc-F) r-, LL] ]E- }^1� U < C) Li OU)pN U_ 0)U_ U n U Q ISSUE: Q10-25-16 MR 11-03-16 MR ED A Cy2T� c 1 * EXP. 0 -31-17 qrF OF CAL1F���`p DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET EIA ---_ _ J[I -- ---—.__-.-_--- --- _ -.._ _. — _.-_ _. I u I --- - -- -- — -_ -- ---� —_ _ --- ------ .—_ _ ---- - - ----- �I ��-ij����T� �I � i� 1 :I� -�� ._..� _ __ ,. _�_.j- - - _� �Id�� ' - I' ' II III � I I I I i IiII SII I 6 T-8" MIN. CENTERLINE OF LOWER PLATE SPLICE ry —CONTINUTOP CENTERLINE OF UPPER PLATE SPLICE �I V PINTOUS ES, TYP. 2X PT MUD SILL ATTACHED TO CONCRETE FLOORS 1/2" DIA., MIN. A.B.'S W/ 3"0"x.229" PLATE 12-16d EACH SIDE OF UPPERW/ 4'-0" MIN LAP Q WASHERS, W/ 7" MIN. EMBEDMENT OR W/ SIMPSON PLATE SPLICE AND LOWER PLATE = RFB #4x10 BOLT, WITH SIMPSON SET EPDXY, SPLICE (STAGGER NAILS) U DBL. 2x STUDS INSTALL AS PER MFG. OR 5/8" ANCHOR BOLTS rn _jp OR 4x4 POST, TYP. SPACED @ 48" O.C., TYP. (2) PER PIECE 4" MIN. & 2xWALL N ¢ 12" MAX. FROM ENDS & SPLICES, TYP., U.N.O. AT TOP PLATES NON BRACED WALL LOCATIONS, SEE BRACED WALL C? CONCRETE SLAB SCHEDULE FOR BRACED WALL ATTACHMENT REQUIREMENTS. ILL_ WN' 1/2" DIA., MIN. A.B.'S W/ PER PLAN - ^ w � � :>: F— w 3"x3"x .229" PLATE 2X STUD SIMPSON HDU2 ON 4X, OR BDL. I WASHERS, EMBED 7" MIN. 2x STUDS W/ SDS 1/4" X 2 1/2" :"' ' " 6 MIL VISQUEEN TYP. 2x STUD 16" O.C., TY INTO STEMWALL, 2 PER SCREWS W/ SSTB16 ANCHOR . 4 d 1�I BRACE WALL, BOLT (MONO POUR)cd N.G. J-A 12" MAX., 4" MIN. ! w J F- FROM ENDS & . A J L€J 0 SPLICES, TYP., U.N.O. _ _ '. I -I I I—I I I I—I f`�'NATIVE L€J 1. SPLICE . SPLICE UPPER AND LOWER PLATES @ CENTELINE OF STUDS If 2x PT SILL PLATE, TYP., U.N.O. -_ I - III _ _` _ III—III—I I i —i #4 BAR TOP &BTM. & 2. 16d @ 12" OC IS TYPICAL BETWEEN SPLICES 4. '' - 3" MIN. CLR. FROM SOIL FTG., NOTE THAT THIS FOOTING TYP. U.N.O. WILL BE DEEPER TO d ACCOMMODATE THE LONGER U 4 ANCHOR BOLT, INSTALL AS PER 12" MIN. U) 3 k ' SIMPSON STRONG TIE O = M A, - INSTRUCTIONS, TYP., U.N.O. WALL TOP PLATE SPLICE (NAILED) 12 NOT USED ALTERNATE BRACE WALL, TYP. 6 INTERIOR FOOTING 3 Not to Scale Not to Scale Not to Scale = Not to Scale CCX SHT'G. SHT'G. = PER PLAN Ld i— Q Q v 3-16d's (n p N LLJ O E.N. SHT'G. EA. END 0,)C) lL U NEW CONSTRUCTION EXISTING BUILDING ISSUE: FASCIA 2-16d's 2" (E) STUD WALL W/ PLY. SHEATHING ON 2x6 DF #1 c�NsSo A Cy�rF 5/8" GYP. BD. OVER EXTERIOR SIDE TO REMAIN, TYP. j * EXP. 0 -31-17 3/8" OSB SHEATHING, S l9rF 2x4 ON EDGE OUTRIGGERS 2x BLK' OF CAL1F��� DATE: SEE BRACE WALL PLAN 2X STUD WALL @ 16" OC. W/ SCALE: @ 2'-0"o.c• DRAWN: MMR FACE NAILED JOB NAME: 016-014 SHEET 2X PT MUD SILL W/ { THRU TRUSS w/ PROVIDE GALV. FLASHING WHERE 1/2" DIA., MIN. A.B.'S W/ 2x DIAD. BRACING 3-16d's EA. END CONCRETE CAN CONTACT 3"x3"x .229" PLATE WASHERS, PER TRUSS MFG'R. NON -TREATED LUMBER, TYP. BE 7" MIN. TO YTPE @ MAX O.C.U N ALL MFG'RD TRUSSES (N) CONCRETE SLAB, (2) PER PIECE MIN., & 12" MAX., 4" MIN. SEE PLAN PER PLAN, TYP. FROM ENDS & SPLICES, TYP., U.N.O. NOTE: V GAP FROM FACE OF NEW STUD 6 MIL TO FACE OF (E) SHEATHING, TYP. GABLE END STUDS VISQUEEN PER TRUSS MFG'R. A35's @ 24"o.c. N.G. ! <s w — E.N. SHT'G., TYP. I _8 ill FACE NAIL THRU � I TRUSS w/2-16d's #4 BAR @ EA. END TOP &BTM. EXTERIOR WALL 3" MIN. CLR. SHEATHING, PER PLAN NOTE: FROM SOIL TYP. U.N.O. SEE TRUSS CALCS. FOR MORE INFO. NOT USED 1 GABLES NOT USED 5 NEW FOOTINGS TO EXISTING 2 Not to Scale Not to Scale Not to Scale Not to Scale 4'-0" MIN. CONTINUOUS DOUBLE TOP PLATES, TYP. ROOF SHEATHING, PER PLAN TRUSSES, BRACE WALL PER PLAN SEE BRACE WALL PLAN FOR PER PLAN SHEATHING REQUIREMENTS A35 @ 24" O.C, TYP. EXTERIOR FINISH, PER PLAN EDGE NAIL 2" MIN. AT CONCRETE SOLID BLOCKING AND 8" MIN. AT SOIL CONCRETE SLAB, PER PLAN � CONCRETE OR 1/2" DIA., MIN. A.B.'S W/ SOIL, PER PLAN 3"x3"x .229" PLATE\— A -a SIMPSON Hl WASHERS, EMBED 7" MIN. / O METAL GUTTER, J TYP. @ EA. TRUSS INTO STEMWALL, O PER 2 IF COMBO. � � BRACE WALL, l 2XSTDD FASCIA/GUTTER IS 5/8" TYPE "X" GYP. BD., @ 12" MAX., 4" MIN. FROM ENDS & / g 1 i" G ' I I USED THEN OMIT FASCIA BOARD TYP @ CEILING SPLICES, TYP, U.N.O. a 3 1 E €• € i £ SIMPSON TITAN HD MAY BE 3,3„€f,„,'„„'„,„,E -': �, - I--µ".' ; a €,,,,;,,:,,, ' USED AS AN ALTERNATE. - EXTERIOR FINISH, INSTALL AS PER MFR. PER ELEVATIONS, TYP. < E 2x PT SILL PLATE, TYP., U.N.O. 6 MIL VISQUEEN, TYP. r , 12” U.N.O. 7 ' arm-rg m •. ON PLAN PERMIT f BUTIECOUNTYDEVELOPMENT SERICEC v RE AMIPD zF-"a�R m % , 7 , CODE COMPLIANCE 4� DATE NOT USED 10 EAVES BRACE WALL, TYP. EXTERIOR FOOTING 1 Not to Scale Not to Scale Not to Scale Not to Scale - -- -- — -_ -- ---� —_ _ --- ------ .—_ _ ---- - - ----- �I ��-ij����T� �I � i� 1 :I� -�� ._..� _ __ ,. _�_.j- - - _� �Id�� ' - I' ' II III � I I I I i IiII SII I 6 ry V w � Q = U U rn _jp >00 N ILL_ WN' ^ w � � :>: F— w I 1�I ^W H w J F- F- J L€J 0 L€J i— U) O = N M Q� Z Q = Ld Ld = ELI n, Ld i— Q Q v (n p N LLJ O O U_ 0,)C) lL U 0- U Q ISSUE: c�NsSo A Cy�rF .c 1 * EXP. 0 -31-17 S l9rF �P OF CAL1F��� DATE: August30, 2b16 SCALE: PER PLAN DRAWN: MMR JOB NAME: 016-014 SHEET SDI -- RT[fFT�f�i�, 17111I�m �1f 11T--- Ld p � U U � Ld Q U C j N N am W 0< 00 LdNwU^- W =P r I� Li W • Q' �� < SIGN, AT MAIN ENTRANCE ONLY, STATING:THIS DOOR REMAIN D t 7 'r, `o � WHENEVER TAE BUILDING IS OCCUPIED" W Q SEE NOTES 54"MW� SEE Q J Zti X=12" IF DOOR HAS BOTH J W $ o a C A LATCH AND CLOSER IB MMOVV O -' M 5� USE THESE CLEARANCES iA"MPJ FOR ANY DOOR IN AN ALCOVE. Ki W 25a H SMOOTH UNINTERRUPTED SURFACE OR m� SMOOTH PANEL ON PUSH SIDE OF DOOR '!Z V NOTES: O 2 N � Q � Q 1) MAIN ENTRY DOOR MAY HAVE A LOCKING MECHANISM THAT SHALL REMAIN UN -LOCKED X .2 Qm z Q ,� WHENEVER THE BUILDING IS OCCUPIED. = y4•y F— Q S Ld U<U'1- O 2) ALL EXIT DOORS, OTHER THAN THE MAIN ENTRY, CANNOT HE LOCKED FROM THE OUTSIDE ' p X U_ 01)U_ � 2 U A 3) ALL EXIT DOORS SHALL RE EQUIPPED WITH SINGLE EFFORT LEVER TYPE HARDWARE, X=36" MIN IF Y=60" ISSUE: 10-25-16 MR Q 11-03-16 PANIC BAR, OR PUSH-PULL HARDWARE, SHALL BE OPERABLE FROM THE INSIDE, X=42" MIN IF Y=54" REQUIRING NO SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE OPERABLE ptl�4rF WITH ONE HAND. HINGE APPROACH X1=48" IF DOOR HAS A CLOSER x2=54" IF DOOR HAS A CLOSER FRONT APPROACH CF CAL If 4) MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR AND August30, 2016 SCALE: PER PLAN DRAWN: MMR JO B N AM E: 016-014 'l INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO L, HINGED DOORS PER 2013 CHC SECTION S 113 404.2.9 SHEET LATCH APPROACH HC1 +r�Mm0.i/bP..dw✓...O..W..�/e.Po.P.../'..No.%.e/'..,n..P..,din..A...N.d...A.W..N+9.mN.,/wP..An/'..iioP..W.i/e.A.../.d...%..P...h9�.,P.�.P��e/r.NnO� NOT USED 9 NOT USED 8 DOOR CLEARANCES 3 Not to Scale Not to Scale Not to Scale 48" MIN. CLEAR FLOOR SPACE 19" MIN. CLEAR * 19" GRID ,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�....... _.... ...... .,....I._ ..... .... ........ ,,,,,,,,,,,,,,,,,,,,�— BACKGROUND' FLOOR SPACE ,........._ ,........ },. .,,__ ,,, ,,,_,. ,,,._ ..._.....,,...,i ' BLUE, COLOR NO. 15090, 4—, FEDERAL STANDARD 595a r �.l � UVJ 'r-' � � 1.,..¢ ...{......,�.......L......�.....,i,......ij Z 1W„ z O - a ,,, 1„ s o E o I, �,,,, WHITE SYMBOL T -Ori MIN. o 1'-0” MIN. o -v WALL, PEDESTAL, OR SUPPORT LANDING --\LANDING * EXCEPTION: FLOOR CLEARANCE IS NOT REQUIRED AT CHECKOUT OR SERVICE COUNTERS. (� 7�T OUT DOUR SWING OlJ DOOR SWING IN 1 .4,ei/'..F'..N'nde4,.✓...dn.O...N'.d'e0^.N^wed'y'ndW'^W*/"'9"W'*/'^9^,O^✓".4^Y/'./"W"W'vYWw/1n'./^N'..M*/„`G�3�:��.w,.,."".%,".yyy„'✓"'TW'+Yn9't.*"^✓"W\Y'+NMM..W'N...9.eN..✓...H...Ny...de�r..yo/.ei/..ym /.oi/..�b..Y.ep+y�� CLEARANCE REQUIREMENTS @ COUNTERS 7 SYMBOL PROPORTIONS 5 � EXTERIOR LANDINGS 2 Not to Scale Not to Scale t Not to Scale 1 ` COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD FINISH FLOOR 4'-O" 2'-6" x (EVEN HEIGHT) X 0" max. 1 30°THRESHOLD 1111111 RT 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 IIIIIIIIIIIII N INTERIOR DOOR / y I X m Z 4'_6„ I � O1/2 MAX 1/4" MAX. AT 1:2 SLOPE z MAXIMUM REACH FORWARD OVER OBSTRUCTION MAXIMUM SIDE REACH OVER OBSTRUCTION X - SHALL BE LESS THAN, OR EQUAL TO 25" Z - SHALL BE GREATER THAN, OR EQUAL X WHEN X < 2011, THEN Y SHALL BE 48" MAXIMUM, WHEN X IS 20" TO 25" THEN Y SHALL BE 44" MAXIMUM. trz2 PERMIT #_,J EXTERIOR W = 27" MINIMUM WHEN X < 20" — LAIN1�'I�3OIJNTY OEVrLOPMENT SF.RVI W = 30" MINIMUM WHEN X > 20" HIGH AND LOW - SIDE REACH LIMITS H EIIEVV ED FO€ CODE OMPLIAN! CLEARANCE OVER OBSTRUCTIONS 6 REACH LIMITS THRESHOLDS 1 Not to Scale Not to Scale -- RT[fFT�f�i�, 17111I�m �1f 11T--- Ld p � U U � Ld Q U C j N N am W 0< 00 LdNwU^- W =P I� Li W Q' W Q Q J J W C O W H '!Z V O 2 N � Q � Q .2 2 z Q ,� Lu W = F— Q S Ld U<U'1- O to p N U_ 01)U_ � 2 U A 2 D- U Q ISSUE: 10-25-16 MR Q 11-03-16 MR ptl�4rF CF CAL If DATE: August30, 2016 SCALE: PER PLAN DRAWN: MMR JO B N AM E: 016-014 SHEET HC1 i /�' y! I � i r