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HomeMy WebLinkAboutB16-1164 000-000-000 (2)MATCH LINE oo SLOPED INDICATES "MD]ING ]IMM EL SHADED PORTION IS oI EXIST. GRADEOFFIC B OD APPLICABLE CODES THE 51DE CONSIDERED 0.0 FLAT INDICATES 2013 CALIFORNIA BUILDING CODE (VOL I&2) 2013 CALIFORNIA FIRE CODE BUILDING SECTION NEW GRADE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE SECTION IDENTIFICATION 2013 CALIFORNIA ELEGTRIGAL GODE i for 2013 CALIFORNIA MECHANICAL SHEET WHERE SECTION A 2013 GALIFORNIA PLUMBING GODE-% IS DRAWN 2013 CALIFORNIA EXISTING BUILDINGS CODE WALL SECTION 2013 CALIFORNIA ENERGY CODE /2013 ENERGY STANDARDS OROVILLE CEM TERY DISTRICT SECTION IDENTIFICATION '� COLUMN LINE ZONING_ ,BUTTE.GOUNTY - UNKNOWN 5646 LINCOLN BLVD. TOTAL BLDG AREA : EXISTING GROSS'FOOTPRINT= 1,535.2 SHEET WHERE SECTION / NEW GROSS BUILDING FOOTPRINT= 151.5 S.F. 15 DRAWN '� KEY NOTE J SHOP/BREAKROOM NET AREA= 718 S.F. - OROVAILIX, CALIFO 95966RESTROOMS NET AREA= 115.5 S FELEVATION IDENTIFICATION,WALL MARKEXISTING OFFICE NET AREA= 528.3 S.F. ��,� NEW LOBBY NET AREA= 12C -i.1 S.P. SHEET WHERE /1 ADOOR MARK, / ELEVATION 15 DRAWN WALLS 4 ENCLOSURES NET AREA= lab S.F. PERWr OCCUPANCY TYPE OFFICE = GROUP B BUSINESS LOBBY$ OFFICES - GBG 304 DETAIL A WINDOW MARK TEMPERED ` SHOP B BREAKROOM = STORAGE GROUP 5 - GBG 311.1 I NSUL GLR OL DETAIL IDENTIFICATION A JUY27942016 _FIRE PROTECTION BUSINESS AREA = UNPROTECTED SHEAR WALLPLAIN SL I GED (Eec5HEETNHERE DETAIL Z NARROW STILE SHOP/BREAKROOM = UNPROTEGTED B►RGH -STAIN 15 DRAWN BRONZEANOD REVISION WHITE -SEE OCCUPANT QTY BUSINESS AREA = 65'7 S.F. @ 100 SF/OCG = 7 OCG. CLOUD AROUND SPED Oq�i00 ALUM AREVISION. _ SHOP/BREAKROOM = 718 S.F. @ 300 5F/OCC= 3 OCG. � n SUBMIT RESTROOMS WALLS 311 S.F. ELEVATION IDENTIFICATION 1 , p B �� REVISION NUMBER CEMEMRY DISTRICrARCHITECTSAMPLES \ 1,672 S.F. 10 OCG. SHEET WHERE �, � , � ELEVATION 15 DRAWN WORK POINT, CONTROL + + O O EXITS REQUIRED I REQUIRED = 2 jF GREATER POINT, OR DATUM POINT ft -JAI. VA -t- ' `�J A R C A � �i M �i THAN 4a OCC - GBG T ABLEJOtS.I GGUPANGY SEPARATION : NONE REQUIRED - GBG TABLE 508.4 P mn (530) 53X2.920 Patrick Cole, Principal Architect CONSTRUCTION TYPE : TYPE V -B (UNPROTECTED) - GBG TABLE 601 SYMMLS 12 569 8" Phone (530) 538-2181 - -TEMPERED ALLOWABLE AREA: c[COO SF - GBG TABLE 503 NIS ry Uic r Y4" GLASS FOAM GORE AND HR. HOUR Orovft9S9i66 355 East 9th Street, \ - SAGE HALF LITE FO L ANGLE HOT. HEIGHT Chico California 95928 5TL FAD�DE ANALYSIS E 3 I.D. IN51DE DIAMETER FOAM© AT IN5UL. INSULATION INT. INTERIOR C=� ___: _ _.___ GORE I. ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH THE BUI DING LAND CENTER LINE JT. JOINT WITH .ALL OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THIS PROPERTY LINE K.J. KEYED GOLD JOINT Deferred submittals: Storefront window wall design and connections. �� BUILDING. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER DRAWINGS AND IT\/- �--� # POUND OR NUMBER KIT. KITCHEN G ��� O � SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIAL OR BOTH TO (E) EXISTING LAM. LAMINATE _ _ 1. Two (2) copies of each deferred submittal will first be submitted to the Architect/Engineer- /� BRING To THE ATTENTION of THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN LT. LIGHTTORY / of -Record, who will review them and forward them to the Building Department with G�I� THE REQUIREMENTS OF THE GODS AND THE DRAWINGS. DIAMETER MAX. MAXIMUM notations indicating that the submittals conform to the design of the building. (E) STL OVERHEAD 2. DIYEN51ONS ARE ROUGH AND TO FRAME LINE UNLESS OTHERWISE NOTED. ALL DIMENSIONS `��'1DOOR w/ 56X80 M.G. MEDICINE CABINET SHALL BE VERIFIED IN FIELD BEFORE COMMENCING WORK." DO NOT SCALE DRAWINGS. A.B. ANCHOR BOLT MEGH. MECHANICALREFERENCE TO ANY DETAILS OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT P g p PERSONNEL DOOR - ) LIMIT THE APPLICATION OF SUCH DRAWING OR DETAIL. ADB. ADJUSTABLE MEMB. MEMBRANE 2. The engineer(s)res responsible for the design of the deferred submittal items shall stamp and � wet -sign those drawings and calculations for which he/she 1s responsible. / 5.ALL I7EM5 AND SECTIONS OF WORK NOT SPECIFICALLY DETAILED IN THE DRAWING BUT AL. B. AGGREGATE BOLT MET. METALg p J (N),WEATHEIRSTRIP DEEMED NECESSARY TO COMPLETE THE PROJECT SHALL BE BID ON AN ALLOWANCE 5A515. AL. ALUMINUM MH. MANHOLE ^\�� p HEAD JAMBS THE CONTRACTOR AND SUBCONTRACTORS SHALL CHOOSE SUCH 'ON A THAT IN THEIR BES APPROX. APPROXIMATE MFR. MANUFACTURER \� \/ �/'�/����-�/ �/ / ARCH• ARCHITECTURAL MIN. MINIMUM ����/��� / T A5PH. ASPHALTMIR. MIRROR JUDGEMENT, ARE COMPATIBLE WITH THE QUALITY AND NATURE OF THE PROJECT AND SHALL BD. BOARD MISC. MISGELLANEOUS / L� I 6 \ SHOW CLEARLY THE QUALITY AND COST OF SUCH WORK IN THE BIDS. B.G.G. BY GENERAL CONTRACTOR M.O. MASONRY OPENING DOOR FRAME HARDWARE A-3 , 3. ANY WORK CHANGED FROM THESE DRAWINGS SHALL BE PAID ONLY BY WRITTEN CHANGE E31 TUM. BITUMINOUS MTD. MOUNTED / / ORDER AUTHORIZED PRIOR TO SUCH WORK. BLDG. BUILDING MTL. METAL J DETAIL REFERENCE BLK. BLOCK MUL. MULLION 4 z p )4. PROVIDE REQUIRED BACKING FOR THE FIXTURES, EQUIPMENT, AND ACCESSORIES. BLKG. BLOCKING N. NORTH HEAD JAMS SILL � = w O (N) DOOR BOTTOM SWEEPS 5. ALL UNSPECIFIED DETAILS, MATERIALS, AND EQUIPMENT SHALL BE AS APPROVED BY THE - BM. .O BEAM N.I.G. NOT IN CONTRACT UA W L j O -A � p p I- �(E)5OX80 DOOR IN (E) \O� RHEf�D \ ARCHITECT WORK DONE WITHOUT SAID APPROVAL MAY BE SUBJECT TO REPLACEMENT AT B.O. BY OTHERS/BY OWNER NO. NUMBER } Q m IY cJl -1 --1 --1 THE GONTRAGTOR'S EXPENSE. ( - }- [Y O V DOOR -ADD WEATHERSTRIP T-4 BOT. BOTTOM NOM. NOMINAL [Y x 4 W W H D -1 DY W 6. EACH CONTRACTOR SHALL INSPECT THE WORK OF THE OTHER TRADES AND NOTIFY THE GAB. GABINET N.T.S. NOT TO SCALE LLI (Y -1 D z = W D � I'D _ M w V W W W LL1TYPES PROJECT MANAGER OF ANY DEFECTIVE OR SUB -STANDARD WORK THAT WOULD AFFECT THE CEM. GEMENT O.A. OVERALL O w �j v O v - O = W DOOR 6 GER. GERAMIG OBS. OBSCURE � O � � � � a' ~ ~ ~ ~ � O � O O � O yY d[ � QUALITY OF THEIR WORK. FAILURE TO NOTIFY THE PROJECT MANAGER SHALL CONSTITUTE Q g W Q W W W z: z AGGEPTANGE G.J. CONSTRUCTION JOINT O.G. ON CENTER z Q lL 1L Q I- z 1- j D0 OF WORK OF OTHER TRADES. Q _ _ -1 v Q REMARKS 7. NO PORTION OF THE WORK REQUIRING SUBMITTALS SHALL BE COMMENCED UNTIL THE G.I. CAST IRON O.D. OUTSIDE DIAMETER GLC. CEILING O.F.L. OVERFLOW LEADER I B AL I 13/4" 56" 80"� AL AL }-!-1 1 PROJECT MANAGER HAS COMPLETED REVIEW OF THE SUBMITTALS. ALL SUCH WORK SHALL GLKG. CAULKING OPNG. OPENING L-1 G -I P -I 5-1 T-1 W -I NEW ALUM STOREFRONT BE IN STRICT ACCORDANCE WITH REVIEWED SUBMITTALS. CLO. CLOSET OFF. OFF051TE 2 B AL I 3 "j56 aO" AL AL (E) (E) (E) S -I (�) (E) NEW DOOR FRAME TO REMAIN 8• WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING, AND GLR. CLEAR PL. PLATE 1 �4 GMT CERAMIC MOSAIC TILE P.LAM. PLASTIC LAMINATE 3 „ CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE GMU CONCRETE MASONRY UNIT PLAS. PLASTER 5 A WD ( I /4 156 180 PMF MTL H -2I V2 L-2 5-2I WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNLESS OTHERWISE INDICATED IN THE DRAWINGS. COL. COLUMN PR. PLYWOOD A WD I 134" �(" 80" PMF MTL H-2 IY2 L-5 G-2 I S -2I T-2 W-2 q. EACH CONTRACTOR SHALL CONFINE OPERATIONS WITHIN THE AREAS DELINEATED BY THE GONG. CONCRETE PR. PAIR 4 CONN. CONNECTION PRC5T. PRE-GA57 PROJECT MANAGER. THE JOB SITE SHALL BE MAINTAINED IN A GLEAN, ORDERLY CONSTR. CONSTRUCTION P.M.F. PRESSED METAL FRAME STL� - i � (E) STL SAFE DOOR 4 FRAME TO REMAIN ) GONDIION. EAC -HI CONTRACTOR, IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, GOVT. CONTINUOUS P.T. PRESSURE TREATED PM GOTG. CLEANOUT TO GRADE PTS. PARTITION F SHALL REMOVE ALL TRASH AND DEBRIS RESULTING FROM HIS OPERATION. � G MTL � I 13/4" � 50 �� � 80" I= MTL H-� IY2 L-� ( S -IIT -5 W-2 � GOTH. CLEANOUT THRU WALL P.D.F. POWDER DRIVEN FASTENER ci.ALL WORK ON THIS PROJECT SHALL BE SO COORDINATED AND PHASED SUCH THAT GT5K. COUNTERSUNK R. R15ER 7 G IMTL I 11514" 50" ,50PMFMTL1 H-5 IY2 L-4 5-1 T-5 W-2 ) INTERFERENCE WITH OR INCONVENIENCE TO REPAIR HANGER OPERATIONS SHALL BE°KEPT GNTR. COUNTER RAD. RADIUS TO A MINIMUM. CONFIRM WITH OPERATOR SCHEDULING OF ALL DISRUPTIVE OR DISTURBING GTR. CENTER DBL. DOUBLE R.D. ROOF DRAIN 5 G MTL 13/4" 50" aO" PMF MTLI IEF. REFERENCE H-51 IY2 L -4I S-1 T-5 W-2 I WORK. PROVIDE TEMPORARY BARRICADES AND DUST RETARDING BARRIERS BET1�4EEN WORK AND OCCUPIED AREA. THE CONTRAGTOR'S EMPLOYEES, MATERIALS, AND EQUIPMENT DTA. DETAIL REFR. REFRIGERATOR j Q E XI T NCS TO RE AIN l /A5 T-4 W-5 ADD (N) WEATHER 5TRIP5 DOOR BOTTOM SEAL SHALL BE RESTRICTED TO THE IMMEDIATE AREA OF CONSTRUCTION. PREMISES SHALL BE DIA. DIAMETER RGTR. REGISTER ( DIM. DIMENSION REINF. REINFORCED TO OVERHEAD DOOR CONFIRM ANY GLEAN AND IN A SAFE CONDITION. CONFIRANY ADDITIONAL RESTRICTIVE ON. DOWN READ. REQUIRED CONDITIONS WITH THE OPERATOR PRIOR TO START OF WORK. DS DOWNSPOUT RRESILIENT DMR SCHEDULEDRAIN, WASTE ff VENT RROUND HEAD WOOD SCREW E. 5 GENERAL NOTES E. EAST RM.M. HNS ROOM2 EA. EACH R.O. ROUGH OPENING E.J. EXPANSION JOINT RWD. REDWOOD EL. ELEVATION R.W.L. RAIN WATER LEADER INS EASE GE IL I NO DOORS ACCESSORI E5 PA I NT TYPE. ELEG. ELECTRICAL S. SOUTH FLOOR WALLS � ELEV. ELE\/ATOR S.G. 50LID GORE ENCL. ENCLOSURE 5GHED. SCHEDULE A. EXTERIOR WALL METAL E.P. ELEGTRIGAL PANEL 5EGT. SECTION 8. INTERIOR WALL METAL EQ. EQUAL 5H. SHELF G. METAL F'AE3RIGATIONS - SHEET #: DESCRIPTION EQPT. EQUIPMENT SHR. SHOWER � � EXST. EXISTING SHT. SHEET > -1 D. EGGSHELL LATEX EXPO. EXPOSED SIM. 51MILAR U] < 0 ZE. ACRYLIC EPDXY A -I COVER, CODE ANALYSIS, ABBREVIATIONS, DOOR EXP. EXPANSION 5L 5LOPE W I I Li 1L1 K z ~ EXT. EXTERIOR SPEC. SPEGIFIGATION 111 z W J c11 I�✓ } j p/ (� Z OL F. WOOD CLEAR SEAL SCHEDULE, FINISH SCHEDULE, DRAWINGS INDEX F.A. FIRE ALARM N0. 5GUARE W z Q O O - O G. WOOD STAIN $ SEAL A-2 SITE DEVELOPMENT PLAN F.B. FLAT BAR 5.5TL. 5TAINLE55 STEEL F.D. FLOOR DRAIN 5.5K. SERVICE SINK z O 1- z -1 Q W O ® ® ~ H. CONGRETE STAIN � SEA FON. FOUNDATION STA. STATION p/ Q -t I- (k EL Q L v N. NO PAINT REO'D A-3 SITE DIMENSION PLAN F.E. FIRE EXTINGUISHER 5TO. STANDARD tu -1 W Iv LU W O �► v -i u.._I p Q P. PLAST G LAMINATE F.H.M.S. FLAT HEAD MACHINE 5GREW 5TL. STEEL 1- p v W LIA (l to z Q F.H.W.5. FLAT HEAD WOOD 5GREW STOR. STORAGE 0 Z ( W )� Z OL z 1(1 G- ® _► O �- Q 7 S. STONE TOP A-4 DEMOLITION � FLOOR PLANS PERMIT# FIN. FIN15H STRUGT. STRUCTURE OR 5TRUGTURAL < (� %' }- W Q J11 BUTTE COUNTY DEVELOPMENT SERVICES FL. FLOOR 5USP. 5U51FENDED ROOM NAME v } K K x 1L O A-5 ROOF CEILING PLANS REVIEWED FOR FLASH. FLASHING 5YM. 5YMME7RIGAL CODE COMPLIANCE FLUOR. FLUORESCENT TRD. TREAD F.O.G. FACE OF CONCRETE T.B. TOWEL BAR IOI LOBBY N NDATE fl� =,, � BY y� A-6 EXTERIOR BUILDING ELEVATIONS F.O.F. FACE OF FINISH T.G. TOP OF CURB i I F.O.5. FACE OF STUD TEL TELEPHONE FPRF. FIREPROOF TER. TERRAZZO 102 OUTER OFFICE N A-7 SECTIONS s INTERIOR FRMG. FRAMING THK. THICK ELE FR FIRE RATED T46 TONGUE AND GROOVE: j R . `'4:'VF.I� FOR C DF COMPLIANCE NATIONS F.5. FULL 51ZE T.J. TOOL JOINT A-8 STRUCTURAL PLANS USING THE FOLL )WING CODLS: � FT. FOOT OR FEET T.O.S. TOP OF SHEATHING 105 INNER OFFICE N ! I 1 ED FTG. FOOTING T.O.W. TOP OF WALL Q 201_ CALI! ORNIA REST ENT %L CODE "" ""r' r""' ' A -d STRUCTURAL NOTES 4 DETAILS F CSD!_ (� FURR. FURRING T.P. TOP OF PAVEMENT � _ �_ ,QMP FUT. FUTURE T.S. TUBE STEEL 04 VAUI-T N I ` 201. CALL ORNI RTIC �L CODE LIAI' i 201,. CALIFORNIA ELEG F �1 PLO.' 131NC CODE w GA. GAUGE TVP. TYPICAL . PLU �A";� r r, A-10 GENERAL DETAILS Z 2 GALV. GALVANIZED T.V. TELEV15ION "' 2016 G.B. GRAB BAR UNF. UNFIN15HED IGS RESTROOM N I 2012 CALI ORN1A ENERGY C )DE GLI GROUND FAULT INTERRUPTER U.O.N. UNLESS OTHERWISE NOTED ( 201. CALI ORNI GREEN BU LDING STANDARDS CODE I A-11 GENERAL DETAILS IN TRIM 'INSULTING V.R. VAPOR RETARDER . ' ^• •, !' ST GLB GLU LAM BEAM VERT. VERTICAL STRUCTURAL PROVISIO IS ONLY OND. GROUND VEST. VESTIBULE IOC RESTROOM N ( A-12 A.D.A. ACCESSIBILITY DETAILS $ NOTES GRUU� OR. GRADE V.T.R. VENT THROUGH ROOF 1+ �. GYP. GYPSUM W. WEST 201 CALI ORNI FIRE COD GWB GYPSUM WALL BOARD W/ WITH 107 SHOP/BREAK N I ` CO PLETI N OFT IIS RE 'IEW DOES NOT AUTHORIZE A-13 MECHANICAL PLAN SCHEDULES �`.n VVI H.B. HONE BIBB N. G. WATER CLOSET C NSTR CTION T GEED N VIOLATION OF ANY FEDERAL, TE ,LOC 6L REGULATIONS. A-14 ELECTRICAL PLAN ff SCHEDULES SEP 2 2 2,P11? H.G. HORLOW GORE NO. WOOD � O r �' HDGP. HANDIGAPPED W.F. WIDE FLANGE_6` { DATE:.. HDWD. HARDWOOD W/o WITHOUT ') ': i EST ON ULTING GROUP INTER ,IVEST HDWR. HARDWARE W.P. WATERPROOF CONSUl.i ING G ROUT H.M. HOLLOW METAL WSGT. WAINSCOTr7 I '� , HORZ. HORIZONTAL WT. WEIGHT ABBREVIATIONS 10 ROOM FINISH SCHEDULE 4 DRAWING INDEX 1 7 0ON p aC: qui Imo• N 0) U) 6i LnLfi W W W (.) W Q a� Q WM�ooCU ° LJL _(0 J `° � C G � m � UO .(z 0 ° o r- w�:;�,o o" .,r 0 • •- cz O� Q Q N Q .cn �. �- U I W r Z J J Q���m J 0j J �•�/LO h••�-I LO LLij i �o i _ fij�o I =o a a) o U fr j � Z 66!<i z1a O W W ISSUE: PERMIT PLANS DRAWN BY: PROJECT NO.: PC,AK,CW 1503 CHECKED BY: DATE: P. COLE 07/20/2016 w 0ON p aC: qui Imo• N 0) U) LnLfi W W W (.) W Q a� Q WM�ooCU ° LJL _(0 J `° � C G � m � UO .(z 0 ° o r- w�:;�,o o" .,r 0 • •- cz O� Q Q N Q .cn �. �- U W W • Z J J Q���m J 0j J �•�/LO h••�-I LO O i �o 0(0 _ fij�o CD } Co c :F; =o a a) o fr � w 0ON p aC: qui Imo• N 0) o .o LnLfi 0o -w W Q a� Q WM�ooCU C5 oz m� MCy) Lu w U)Q n .(z 0 ° o r- w�:;�,o .,r 0 • •- cz O� Q Q N Q .cn �. U U C) 5 0 E . • �Cr 3 Q a� T \ v O Q���m 0j 0 4. �•�/LO h••�-I LO 0 T- E ms' �15 � N co � 0 U > �Cj a a CD } Co c :F; a a) o K C � COVE. SHEET NO.: 1 AIIIIIIIIIIIIIIIIIII SITE PLAN SHEET NO.: co Q !✓ 0 W O 0) cy) U 0T 30 MU) Q N d- W Q�Q W o �+3U pz mtc Y 0 W 3 0 O `F= fn tz ♦♦�� Q N � .tA LU ' m �Q Q� Q U •U L 1 2 v O ui L U) (y) - ca 70 �: I- Z �m 00- cU Z a N II O f- I I > 1 ISSUE: PERMIT PLANS — DRAWN BY: Pr ROJECT NO.: PC,AK,CW 1503 CHECKED BY: DATE: P. COLE 07/20/2016 SITE PLAN SHEET NO.: co Q !✓ 0 W O 0) cy) U 0T 30 MU) d- W Q�Q W o �+3U pz mtc 0 W 3 0 O `F= fn tz ♦♦�� Q N � .tA ' m �Q Q� Q U •U L 1 73 v O ui L U) (y) - ca 70 �: I- �m 00- cU Q N SITE PLAN SHEET NO.: I '41 / w Q O x U z O a It aaaaaaa mom PERMIT PLANS omvm BY: PFIDJWT ND.: PC,AK,CW 1503 C*ECM , . DATE P. 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East . 9th Street Chico, California . 95928 'C\ 2016 ARCADEME A copyright is claimed by A R C A D E M E on the concept and ideas of this unpublished work. No publication, assignment, deviation or further distribution is allowed without the express written permission of A R C A D E M E. 11 <rn �c U -N 1 3M 211E >Z > Xl DFn M Fn rn0p UO n� z —r- D < p rn0 rnr rnrn �rn prn �rn rn C1� �X Orn U0 rn0 �Irn rn �� U�vx N� me me lP z z �L Fnrnz rn0 dr O CIl �® U' -ern �p �� O z rn- -� - r O �_ zz zo D� U,rn X1 O rn O 00 O- O F p H-11 �> zzrC c Fn z0 OIL -0� -i -Tj O U' n 0 O c NO r c 3 z 3 O c i UJ rnrtt ® rn z rn� > z rn> Q rn z = rn O Oi � c M �I rn 0 > > : < z < > Fn O 1-n-i �C O (D O X o � o I I I c O ---------- 20 K) O 'r I - w3' — ------ — — —- UJ O �N U �N PROJECT NAME: OROVILLE CEMETERY DISTRICT OFFICES 5646 LINCOLN BLVD OROVILLE, CA 95966 z Mr- TZ rn z z OM c r- < -i X O z-0 r<rn z c �rn� \ > r Or ziflr► rn rnr rn> rn 44 zO O O p Ern z rn �p�N i -i{U z >ra Oi Z: Oi c0� —z0 rn U'�M En r --iFn\ X r --A c p (zll 0 _Z1 OZ >p rn {> i �I 0 --jr 0 U' rn >�� rn > �rn 91 rn �z0 p d >X > 00� rn_ _ O 3 z rn c r -� > M> M rn U i ' X Z Z C�1 I I I I I I O -Q I I I I I I _ to REVISIONri,S: DATE: �T M (7Z m PERMIT PLAN CHECK 1 06/24/16 j1� r- m H D �� W 0 -- - - - rZL > O ->4 m o - y m I- U) O U7 z O o u � -- CD �- i D JJ n M 9 y 1>U) q o X � 0 �� H D �� W 24 GA GALV MTL FLASHING — EXHAUST FAN VTR w/ FLASH I Ne VTR w/ DRANBAND ROOF FLASHING (N) TERFOLYMER OLEFIN l I T MEMBRANE ROOF L NEW MBG I SLI MLI NE CONGEALED FASTENER METAL ROOF ..... _ SYSTEM-COLOR:SOLAR WHITE 30# FELT o/ F/8" GDX PLYWOOD o/3" EFS FOAM BOARD BETNEEN 2X4(g24" O.G. o/ EXIST ROOF DECK KITH ALL PREVIOUS ROOFING REMOVED SIDENALL ERFEGT TRONEL 'IDE SAMPLE W 0 CID IN C Q c W O N cy) U L LQ Ln 0Lu 0 0 C) I W Q Q 3U W_ c;cri r I I 0 W 0 Y J C�fl' W Q 0 .� VUQ� U 6 W • `n� o -j� +.a LO U) 0 c:� is vo U co LZQ (A � > X 2 Q 0 O E U Q co Z a Z O > W (r w. n. 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PROJECT NAME: OROVILLE CEMETERY DISTRICT OFFICES 5646 LINCOLN BLVD OROVILLE, CA 95966 °Z�L REVISIONS; DATE: M--- o n W 1 --. PERMIT PLAN CHECK 1 06/24/16 O C) r ---- C:) N CD M C:) w %� IX8" TSO CEDAR SEE AL50 Ot/A8 NOTE SEE I/A5 �l/A8 —IX SIDING BEY(�p��,� 5 U I NO BOTH 51 DES,y ° ° FOR SLAB SGOREL I NE5 M I TER CORNERS -ALION 7" EXPOSURE ° HTTS w/ 5TTB16 ALUM WINDOW SYSTEM °° -4 PLAGES ( 4" DUNG SLAB o/ 4" AB FASTEN PER MANUF %2" GDX FL`'WD w/ Iz THIGKEN EDGE 6" @ 1:4 5PEG5 -SEE 8/A8 aD @ 4" EDOES 12" o° %4" EJ w/ FOL -(SULFIDE \ MAXI 3/8" EJ GOVT AROUND OG FIELD 1 /2 NOTCH DONT SEALANT I N 4 OUT -4" GONG SLAB w/ DOLOR I/2" BLOGKOUT TAPERS — -�� / I O MIL POLY 5L I P 5HT #4 CONT --� 4 SGORE L I NES w/ 4"- I.4 THIS LINE TO CONFORM 4" GONG SLAB WIRE MESH o/ 2" SAND o/ w/ FLOOR @ DOOR 1 w/ &"-1.4 MESH '2' 12 " SMOOTH I OM I L VB o/ 4 AB `X � - � vn d b a a 4 0 d O a d d O d a 7- Q �� o d d dd d � v dl do ,(� Jam' t /I / n i . �/✓il ` � � � I I /I /���� /I L��3( �J-� i'f\�tJt d I d a d do d I d d dlI�L °I °d 4 d - ;a DIMENSION LINE -� y 4 #5 R7 -BAR w/ #5 STIRRUPS @ 16" Or, SEE ALSO 12/Aa it Y2"X 12" AB @ L 56" OG -6"± FROM EA END iI i A-6 DRIP EDGE SEE DIMENSION LINE #5 T$5 w/ STD HOOK - a INTO GRADE BEAM �� a REBAR \ d u' Li a - n, 1 a a a a d d a a I FOUNDA110N Q NEW WALL 10 GRADE BEAM LONG SECTION 8 REMOVE E NEW ROOF SLEEPERS m IWW JO I NT 6' M 5 A54 EA E1 A_a 6/Aq I BEAM T ` c INSTALL Y2' X I Z v SMOOTH DOWEL 10 TITEN T' Pw ,i TOP $ BOTTOM SGREWS D -EMBED 4" INTO END OVER A_g ��• (E) FTO I I I I I I A_g I I I I I I I I I I , I 8 L --- ----- ------------------ LEI -------- - Q A-8 A-8 JO I NT LAYOUT 12 A_g START A-8 POINT FOUNDATION FLAN NOTES: I . ALL GONGRETE TO HAVE GOMPRE55 VE STRENO TH OF j 2500 P.5.1. AT 28 DAYS. 2. ALL WOOD IN GONTAGT WITH CONCRETE SHALL BE F.T.D.F. 5. ALL HOLDOWN ANGHORS TO BE TIED IN PLAGE PRIOR TO FOUNDATION INSPEGTION. 4. GONNEGTORS TO BE 'SINfP50N' OR EQUAL. FOUNDATION PLAN -1 7 1 ANGLED AS SHOWN w/ EAVE TRIM _EPERS $ GL I PS o/ LOW N1 DOUBLE SLEEPER @ BREAK -SPIKE TOO ETHE �) 6" STAGGERED :AFTERS @ 48"± � DEGKING TYP SLEEPERS @ 24" OG w/ SIL TO DEGK @ 16" ED 4 A54 @ 48" OG -U RHWS TO DEGK 3LKO @ 48" OG w/ OG STAGGERED I %4" RHWS TO DEGK B SHTO -LONG �1 PERPENDIGULAR TO Po' �� Cpl CON. � lt� ROOF FRAMING PLAN I 1 � I F, � Lo � C'3U)0) o ,❑ W Q�Q +' W U oz 9cr p�4_0 ME w Q fV co o o W c a ❑ � _o • U) (Z (CS co / a a .—� L L o t 0 3 �oovoi — d a --- rn C) cno>a - - - Pc Y _c jroC.- Q o i c Q ro II d u' Li a - n, 1 a a a a d d a a I FOUNDA110N Q NEW WALL 10 GRADE BEAM LONG SECTION 8 REMOVE E NEW ROOF SLEEPERS m IWW JO I NT 6' M 5 A54 EA E1 A_a 6/Aq I BEAM T ` c INSTALL Y2' X I Z v SMOOTH DOWEL 10 TITEN T' Pw ,i TOP $ BOTTOM SGREWS D -EMBED 4" INTO END OVER A_g ��• (E) FTO I I I I I I A_g I I I I I I I I I I , I 8 L --- ----- ------------------ LEI -------- - Q A-8 A-8 JO I NT LAYOUT 12 A_g START A-8 POINT FOUNDATION FLAN NOTES: I . ALL GONGRETE TO HAVE GOMPRE55 VE STRENO TH OF j 2500 P.5.1. AT 28 DAYS. 2. ALL WOOD IN GONTAGT WITH CONCRETE SHALL BE F.T.D.F. 5. ALL HOLDOWN ANGHORS TO BE TIED IN PLAGE PRIOR TO FOUNDATION INSPEGTION. 4. GONNEGTORS TO BE 'SINfP50N' OR EQUAL. FOUNDATION PLAN -1 7 1 ANGLED AS SHOWN w/ EAVE TRIM _EPERS $ GL I PS o/ LOW N1 DOUBLE SLEEPER @ BREAK -SPIKE TOO ETHE �) 6" STAGGERED :AFTERS @ 48"± � DEGKING TYP SLEEPERS @ 24" OG w/ SIL TO DEGK @ 16" ED 4 A54 @ 48" OG -U RHWS TO DEGK 3LKO @ 48" OG w/ OG STAGGERED I %4" RHWS TO DEGK B SHTO -LONG �1 PERPENDIGULAR TO Po' �� Cpl CON. � lt� ROOF FRAMING PLAN I 1 W � I F, � Lo � C'3U)0) o ,❑ W Q�Q +' W U oz 9cr p�4_0 ME w Q fV co o o W c ❑ � _o • U) (Z (CS co uQ a In •— L•� .—� L L o t 0 3 �oovoi — 1 --- rn C) cno>a - - - Pc Y _c jroC.- Q o i c Q ro II W U z � o W W Iwl! SIT PLANS DRAWN BY: PROJECT NO.: PICAKM CHECKED BY: DATE: P. COLE 07/20/2016 W a) ., CC) � aC7�W F, � Lo C) Lij C'3U)0) o ,❑ W Q�Q +' W U oz 9cr p�4_0 ME w n h --I t • co o o W c ❑ � _o • U) (Z (CS o h o () v U) . n E uQ a In •— L•� .—� L L o t 0 3 �oovoi rn C) cno>a Pc _c jroC.- Q o c Q ro STRUCTURAL PLANS & DETAILS SHEET NO.: A78 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB CONNECTION NAILING ROOF o/ ROOF SHTO -SEE PLAN -7/A5 N O) Lo SITE PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF JOIST TO SILL OR GIRDER, TOE NAIL 5-8d \ Y2",X,5" SMOOTH ---(E) (AMU NALL -(N) ANY DISCREPANCIES WITH ANY WORK SHOWN. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATIONS. 2" BLOCKING TO JOIST, TOE NAIL EACH END 2-I6d EA. END 2X SLEEi�ERS 6' MIN E,4 SIDE DECK JOINT DOWELS @ 24 ��\ DOOR REC�'D TO 2, ALL WORK SHALL CONFORM TO THE MINIMUM STANDARD OF THE CALIFORNIA BUILDIN 1"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d I w/ 2 A34 EA END EA SLEEPER \ oLL LEVEL FLOOR CODE OR BETTER QUALITY AS SHOWN IN THESE DRAWINGS AND SPECIFICATIONS. L.Lm� JOINT 2X TSO DECKING o/ ) THICKEN EDGE TO —� Q 3. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WIDER THAN I" x 6" SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d i 4X w/ 2-I6d EA 8D INTO 4X � 6 w/ �4 CONT -1:4 �' �� (E) GONG STRUCTURE AND UNLESS SPECIFICALLY NOTED DO NOT INDICATE THE MEANS OR 2" SUBFLOOR TO JOIST OR GIRDER, BLIND 4 FACE NAIL 2-16d SLOPE MAX .-—LEVEL i FLOOR WITH ARDEX V� METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES C)_j; / / J NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER FER50N5 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL I6d 16" O.C. K-15 OR EQUIV J��o DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TOP PLATE TO STUD, END NAIL 2-I6d (N) 4" GONG (E) GONG � TO, BRACING, SHORING, SCHEDULING, COORDINATION AND SHARED GENERAL o� PLAZA SLAB o/ I FLOOR FTO I I U z o Q CD �0�o =o CONDITIONS AMONG VARIOUS TRADES. 4, OPENINGS, POCKETS, ETC,. SHALL NOT BE PLACED IN DECKS, BEAMS, JOISTS, STUD TO SOLE PLATE, TOE NAIL 4-8d DOUBLED STUDS, FADE NAIL I6d @ 24" O.G. W 0 Es 411 AB I I Ix COLUMNS, WALLS, ETC. UNLESS SPED I F I DALLY DETAILED ON I, THE STRUCTURAL � Q DRAWINGS. DOUBLED TOP PLATES, FACE NAIL I66 (g) 16" O.G. / 5. ALL ASTM SPECIFICATIONS NOTED ON THESE DRAWINGS SHALL BE OF THE LATEST TOP PLATES, LAPS 4 INTERSECTIONS, FACE NAIL 2-I6d L_J O \ -,....,,,.•..,;.;,,_, ° REVISION.44 ., ..gin ..,. , 6. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN CONTINUOUS HEADER, TWO PIEGES,FAGE NAIL ALONG EACH EDGE I6d @ 16" O.C:, ° �° °,� ° a °� W ON THE DRAWINGS OR GALLED FOR IN THE NOTES OR 5PEGIFIGATIONS, THEIR GEILINO JOISTS TO PLATE, TOE NAIL 5-8d I \ Q CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS T l:,:... r ° ° , • ••. , .. ° A THAT ARE SHOWN OR GALLED FOR AND SHALL BE APPROVED BY THE ARCHITECT, CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d \( J ; ;^ ` .:: . ; . ', ' ° ° CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL B-I6d CEILING JOISTS TO PARALLEL RAFTERS, FAGS NAIL 5-I6dJI " _� n iJ-����(J-'�t��1� /I�-eist�" 1�� •lI iy 1J� ( � ��1 � `<J FOUNDATION:�i�i}�'� �_ (R) 5AROE TRIM GUT \� (E) RAFTER OR 2X 1. ALL CONCRETE FORMWORK SHALL BE OF SUFFICIENT STRENGTH AND BRAGINO TO PROVIDE FINISHED EDOES THAT ARE SOUARE, STRAIGHT, AND TRUE. NO DEFLECTIONS EAVE DECK AGK TO TRIM AT ROOF �, 3� / J ,, �A - - ISSUE: IN A STRAIGHT EDGE SHALL EXCEED I/560 THE LENGTH OF THE EDGE. RAFTER TO PLATE, TOE NAIL 5-Bd (N) JOINT o/ 4X RAFTER PC,AK,CW 1503 - - -- CHECKED BY: ----.-_-------- DATE: 2. WATER SHALL NOT BE ALLOWED TO STAND IN TRENCHES BEFORE CONCRETE 15 1" BRAGE TO EACH STUD AND PLATE, FACE NAIL 2-06 —(E) WALL TRIM ABOVE CMU BEYOi�f PLACED, AND SHALL BE PUMPED OUT. IF BOTTOMS OF THE TRENCHES BECOME " \ 50 SOFTENED DUE TO RAIN OR OTHER WATER BEFORE FOOTINGS ARE CAST, THE I" x 8" SHEATHING OR LE55 TO EACH BEARING, FACE NAIL 2-8d CONTRACTOR AT HIS OWN EXPENSE SHALL EXCAVATE THE SOFTENED MATERIAL WIDER THAN I" x 8" SHEATHING TO EACH BEARING FACE NAIL AND REPLACE WITH CONCRETE. \ / AL- - 3, ALL COMPACTED NATURAL SOIL, FILL AND BACKFILL SHALL BE UNIFORMLYBUILT-UP G RNNER STUDS I d @ 24` 0 G�-� - �� -- COMPACTED WITH APPROVED COMPACTION EOUIPMENT AND/OR HAND POWER NOTE: ALL FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE TAMPERS. FILL UNDER SLABS AND BACKFILL SHALL BE COMPACTED TO QO% OF MAXIMUM DRY DENSITY. ASTM D-15557-70 T,C, TEST METHOD UNLESS OTHERWISE HOT DIPPED ZING COATED GALVANIZED STEEL OR 57AINLESS STEEL l I SPECIFIED. 4 ALL CONCRETE INSERTS SHALL BE SECURELY FASTENED INTO FINAL POSITION PRIOR TO FOUNDATION INSPECTION. �NAILIN C SCHEDULE �� / ROOF AT IS ROOF 6 SLAG EDGE FLOOR 3 CONCRETE: I Mom 1 1. PORTLAND GEMENT SHALL CONFORM TO ASTM G -I50 TYPE I OR II - LOW ALKALI UNLESS OTHERWISE SPECIFIED. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM G-55. 2, ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL KEYED JOINT ROUGH WHEN SPECIFIED BE WELL SECURED IN POSITION PRIOR TO PLACING GONGRETE. Ai IST POUR POUR 3, SURFACE SLAB5 ON GRADE SHALL HAVE AIR ENTRAINMENT. SUBMIT MIX DESIGN FOR +2ND EACH CONCRETE TYPE. 4, ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI UNLESS NOTED / a OTHERWISE. STRUCTURAL DESIGN INFORMATION AS REOUIRED BY GBG 1605.1 a j a G a a L 3 MIN._ D i REINFORCING STEEL: L REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615, I 3D MAX. GRADE 60 UNLESS OTHERWISE SPECIFIED. I. LIVE LOADS ROOF = 20 PSF FLOOR =N/A , - 2. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE A5) j 2. GROUND SNOW LOAD = B7 PSF < KEYED COLD JOINT - K.J. CONSTRUCTION JOINT - C.J. 3D �� - D/4 MAX. FOLLOWS: MAX. A. CONCRETE POURED DIRECTLY AGAINST EARTH CLEAR 5" (MINIMUM) B. BASIC WIND SPEED = 110 mph ) - B. FORMED CONCRETE AGAINST EARTH OR WEATHER 1-1/2" CLEAR. ( 2" CLEAR, o #6 BARE") OR LARGER). 4. SOIL 51TE GLASS = D SEISMIC, DESIGN GATEOORY = D D/5- /5 3, 3, REINFORCING STEEL SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH 5. FLOOD DESIGN DATA - N/A �- w AMERICAN CONCRETE INSTITUTE STANDARD 318. j 1 6. 501E LOAD BEARING = 1500 sf p -I. [z.tSY C�*� �`-G�o�-� 'ZI. Tr- l.0 �� �� � TOOL JOINT -TROWEL - 1 2 FIBER EXP. OR SAWCUT w BEVEL / " � CHASER -ONE/FIFTH JOINT MATERIAL I DEPTH OF SLAB _ -- JOIST OR BEAM D1 FRAMING: 1, FRAMING LUMBER SHALL BE DOUGLAS FIR WITH MOISTURE CONTENT NOT GREATER THAN lcl . ARRANGE ALL JOISTS AND BEAMS WITH GROWN UP. GRADES SHALL BE AS O0 ' ' J FOLLOWS EXCEPT AS NOTED OTHERWISE ON THE PLANS: SIZE GRADING $� Cn•S Sp$ = a• b2. Cg ' �. \ q/?, �" I / k z D = DEPTH OF JOIST OR BEAM A. PLATES > � a C o� & STUDS C❑NSTRUCTI❑N GRADE, 1 8 "°MIN. / D1 = WIDTH OF STUD B, REPETITIVE MEMBERS #2 GRADE - �> >, 1 4 'MAX.1v1AX CLEAR SPAN C, BEAMS AND STRINGERS #1 GRADE a Q D, POST AND TIMBLRS #1 GRADE % ri, a I D1/3 p MAX. 2, SILLS ON CONCRETE SHALL BE FOUNDATION GRADE REDWOOD OR APPROVED I PERMIT # STUD BUTTE COUNTY DEVELOPMENT SERVICES PRESSURE TREATED SILL. BOLTS TO CONCRETE SHALL BE 1/2" DIAM. X 10" @ 4'-0" O.0 EXPANSION JOINT - E.J. TOOL JOINT - T.J. REVIEWED FOR MINIMUM SIZE AND SPACING UNLESS OTHERWISE SHOWN. PROVIDE 2-5OLT5 MINIMUM I CODE COMPLIANCE PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF PIECE. ALL BOLTS S A k2 BY ( , SHALL HAVE STEEL WASHERS. ANCHOR BOLTS SHALL HAVE 7 MIN. EMBEDMENT. DATE_ RAMSET FASTENER MAY BE 5UB5717U7ED AT INTERIOR, NON -SHEAR WALLS. 3, BLOCKING AND FRAMING -PROVIDE THE FOLLOWING AS MINIMUM UNLESS OTHERWISE SHOWN: SamucTuFtIk-L"OESICN UATA E CONCRETE JOINTS 5 HOLES & NOTCHES IN WOOD 2 A. 2X FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORTS. B. 2X FULL DEPTH BETWEEN JOISTS ABOVE AND BELOW PARTITION WALL'S. INS G. CONTINUOUS 2X HORIZONTAL BLOCKING AT STUD WALLS. PROVIDE AT MID -HEIGHT AT cl'-O" O.G. MAXIMUM. MARK MATERIAL ALLOWABLE SHEAR #/FT EDGE NAIL (E.N.) INTERMEDIATE NAIL (I.N.) SILL- FDN CONN. JOIST BLK. NAILG. SILL NAILING LEDGER NAILING 4, BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT SEE NOTES 7 8 SEE NOTES 6 WALL AND PARTITION INTERSECTIONS. JOINTS IN UPPER AND LOWER MEMBERS OF DOUBLE TOP PLATES SHALL BE STAGGERED AT LEAST 4'-0". o NOTES: 1. FACE GRAIN ACROSS STUDS 2. ALL BOLT SIMPSON L /� 5, ALL NAILS SHALL BE COMMON WIRE NAILS GONFORMINO TO NDS STANDARDS AND Li DGSHALL WITH 2" ME INAL ODIFFERENTR WIDER FFRAMING / �- SHALL HAVE SUFFICIENT LENGTH TO PENETRATE THE MEMBER CONTAINING THE POINT NO PIPE SHALL PASS THRU z - 3. PANEL JO NTSNEL BEES OFFSET TO FAD ON MEMBERS OR FRAMING SHALL BE AS SHOWN IN NOTE 4. # BLOCK 41 THE REQUIRED DISTANCE SPECIFIED IN THE ND5 STANDARDS. TIMBER CONNECTORS SHOWN ON THE PLANS SHALL BE AS MANUFACTURED 1'-6" MIN. THIS PORTION OF FOOTING / / 4. APPLIED OVER 3" NOMINAL OR WIDER FRAMING WTIH NAILS STAGGERED. BY SIMPSON COMPANY OR EQUIVALENT UNLESS OTHERWISE NOTED. CONNECTORS SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURER. 6, OUTRIGGER BEAMS SHALL BE DOUGLAS FIR SELECT STRUCTURAL - DRY CONDITION V iI -- - 0 E Lli x w 5. STAGGER ALL SILL NAILS. 6. SIMPSON MANUFACTURED CLIPS. 7. 7" TYP. A.B. EMBEDMENT IN CONC. (TYP. U.O.N.) 8. SILL BOLTS SHALL HAVE 3/16" PLATE WASHERS (MIN. 2"X2") _ SAME OF USE ARCHITECTURAL GRADE APPEARANCE WHERE EXPOSED UNLESS OTHERWISE NOTED. REDWOOD F0575 AND COLLECTOR/DRAGS AT FRONT ENTRY SYSTEM SHALL 3 1/2 MIN. O 1/2" BOLT 2 SEE PLAN -� LAS 1/2" CDX PLYWD. 270 lbs./ft. 8d @ 6" O.C. 8d @ 12" O.C. A34 @ 19" O.C. 16d @ 4.5" O.C. 16d @ 4.5" O.C. BE APPEARANCE GRADE REDWOOD. FASTENERS AND FRAMING CLIPS SHALL BE / 1 - SEE NOTES 1,2,3 @ 3 -0" O.C. HIDDEN AS SHOWN. CONFIRM ANY CHANGE OF METHOD WITH ARCHITECT. 4 MIN. 1/2" BOLT 7. PL"WOOD SHEATHING SHALL BE DOUGLAS FIR (COAST REGION) WITH EXTERIOR GLUE, LB� 1/2" CDX PLYWD. SEE NOT __ ES 1,2,3 - - - 360 lbs./ft. 8d @ 4" O.C. 8d @ 12" O.C. @ 2'-3" O.C. A34 @ 14" O.C. 16d @ 3.5" O.C. 16d @ 3.5" O.C. THICKNESS AND PANEL INDEX A5 INDICATED ON PLYWOOD NAILING SCHEDULE. / 6" MIN PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS PER APA / " s SPECIFICATION AFO-01. PLYWOOD SHALL BE BLOCKED AT ALL EDGES. FOOTING SHALL 13E ---- SEE NOTES 1,4,5-- @ 4'-10" O.C. g, HOLES IN WOOD FOR LAG SCREWS SHALL BE FIRST BORED TO THE SAME 2'-0" MIN. STEPPED SO THAT CONC. FILL FILL DOES NOT EXCEED - " - L NOTES 1 4 5 s. @ 3'-5" O.C. U. DIAMETER AND DEPTH AS THE SHANK. HOLES FOR THE THREADED PORTION SHALL BE BORED WITH A BIT NO LARGER THAN THE BASE OF THREAD. TRENCH & SLEEVE BELOW 9, SCREWS SHALL NOT BE DRIVEN INTO PLACE. NO EXCAVATION BELOW FOOTING FOR PIPE. PLACE THIS LINE. CONNECTION NAILING JOIST TO SILL OR GIRDER, TOE NAIL 3-8d CONNECTION NAILING CONTINUOUS HEADER TWO PIECES, P0�16 A'@° LEAN CONC. FILL AROUND PIPE TRENCH SHALL BE 2 BLOCKING TO JOIST, TOE NAIL EACH END 2-16d EA. END , C' C., FACE NAIL ALONG EACH EDGE c0 , SLEEVE PRIOR TO POURING LOCATED SO THAT FOOTING FOOTING. MAKE SAME 1" x 6" SUBFLOOR OR LESS TO EACH JOIST, 2-8d FACE NAIL CEILING JOISTS TO PLATE, TOE NAIL 3-8d�EC0 CONTINUOUS HEADER Mph/, WIDTH AS FOOTING FOR WILL NOT BE UNDERMINED. WIDER THAN 1 " x 6" SUBFLOOR TO EACH JOIST, 3-8d TO STUD, TOE NAIL 4 �'�) CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL 3-1 6d Z� TRENCH. FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS, FACE NAI, /-16d �a,� Id? 2" SUBFLOOR TO JOIST OR GIRDER, 2-16d BLIND & FACE NAIL RAFTER TO PLATE, TOE NAIL oN `5 �FSj SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 16d @ 16" O.C.�G 1" BRACE TO EACH STUD AND PLATE, FACE NAIL �8� TOP PLATE TO STUD, END NAIL 2-16d 1' FACE NAIATHING OR LESS TO EACH BEARING, 2-8d GROlip STUD TO SOLE PLATE, TOE NAIL 4-8d DOUBLED STUDS, FACE NAIL 16d @ 24" O.C. WIDER THAN 1" x 8" SHEATHING TO EACH BEARING, 3-8d DOUBLED TOP PLATES, FACE NAIL 16d @ 16" O.C. FACE NAIL BUILT-UP CORNER STUDS 16d @ 24" O.C. TOP PLATES LAPS & INTERSECTIONS FACE NAIL 2-16d STRUCTURAL NOTES 10 TYPICAL PIPE THRU F001INGS 6 SHEAR & NAJUNG SOHEDULES 1 -WALL vC,6� ARCHITECT'S STAMP: G � v C13 V (P MARCH 1, 2017 EXPIRES 9T�OF CALF% STRUCTURNAL NOTES & SCHEDULES SHEET NO.: � LLI Q c :3LD N O) Lo I C6�� W w W(.) c LLJ w J, K oLL •c 2E L.Lm� O -0 � .o Q N 0Q " •WU CC :6 o \ V O Q�:tea V� W C)_j; Z J o J��o ��o iLo � o� I i I�� --- U o Q CD �0�o =o m W 0 Es U I, � Q z a O W W ---- ,_ - - ISSUE: PERMIT PLANS DRAWN BY: PROJECT NO.: PC,AK,CW 1503 - - -- CHECKED BY: ----.-_-------- DATE: P. COLE 07/20/2016 STRUCTURNAL NOTES & SCHEDULES SHEET NO.: cy) +-. co 00 C\l LLI Q c :3LD N O) Lo U) C6�� W w W(.) c LLJ w J, K oLL •c 2E L.Lm� O -0 � .o UOo (z 0Q " •WU CC :6 o \ V O Q�:tea V� W C)_j; Z J N :' J��o ��o iLo o� o Q CD �0�o =o m 0 Es STRUCTURNAL NOTES & SCHEDULES SHEET NO.: cy) +-. co 00 C\l LLI Q c :3LD N O) Lo 0 0 - 0 LU C6�� 0 c LLJ w J, K n H •c Y 0 Q w o o = O -0 � .o (z 0Q •WU CC :6 o \ V O Q�:tea , p Lo WcciU o 3 o'6° o N :' U N > Q U;Z70cX caa o Q CD m STRUCTURNAL NOTES & SCHEDULES SHEET NO.: W r Q C W N O (8) Q N MLu U)O oQ-3o �t uj a ° Q WM ccoocc •� w n �'1 LoO L :E c o ® W 3 ° p Y 05 0 0 �U) .W U Q U Q cs _0 �m o3 �Ln•—Lo cnMU w. �,°' Qm �� E o U � Q U N g Z a� o co c a < PERMT DRAWN BY: FQAKPW PROJECT NO.: low CHECKED BY: DATE: P. COLE 07/20/2016 W rn .--. oa Q C W N O (8) MLu U)O oQ-3o �t uj a ° Q WM ccoocc •� w n �'1 LoO L :E c o ® W 3 ° p 05 0 0 �U) .W U Q Q cs _0 �m o3 �Ln•—Lo cnMU �,°' Qm �� E o U � Q N VCE DETAILS SHEET NO.: ICE W N � WHITE GONG MIX EAD CONFORM TO PLAZA - Lo+ -+Ln C6 U) 0) U w °T 0 \ � LANTERN L I G HT BY OWNER I PART WHITE GEMENT, PA -ALLOW $500 EA OF 4 2 PARTS PEA GRAVEL, TRUNCATED DOME SURFACE E WHITE GONG GAP I TALS 4 5 PARTS DOLOMITE WHITE POOL SAND #3 BAR I N Lco QW3 EA -SEE q/A-II 3/4" ELEC RIGID $ EA NOSE Q APRON -SLOPE TO MATCH J -BOX -CONFIRM GROOVE TREADS I%2"� STL RAIL -GRIND - WHITE GONG TRIPLE -PAINT WHITE ALL WELDS SMOOTH � � - AST FORM WITH 4 TROWEL SLOPE 1:12 _ ° MTL ROOF I NC R DGE POWDER GOAT 1 _ 2" DIA PLASTIG #5 STIRRUPS 9 12" OG SWEAT' TROWEL TREADS ° I�" � i GAP w/ DONT FOAM Y PIPE -MITER 4 SLOPES 5/6" TO DRAIN CLOSER 57RIP C 8-3 8"X " CORNERS / 4 BOLTS FOR a _ (E) SONG ° 1 LIGHT - CONFIRM BOLT PATTERN / La a ! % GUTTER >, - - ` --ROOF SHT'O -EDGE NAIL � �' �-- BOTTOM APRON / a Iw/ ;' �� 8d � 6 OG /2" � z a d a a s a Cl d d I I° a a ° w/ 1�ETEGTIBLE ° �a ° 1�� \ TRUNCATED / �- 2X SLEEPERS -SPIKE TOGETHER - d _ Q di I a ° ° ° DOME SURFACE ( a �- #4 w/ 16d @ 6 STAGGERED -- -- ° ° BARS @ / �- A54 @ 24" TOP SLEEPERS m 12 OG EW ✓� w/ SCREWS —SEE PLAN - L---------------� m N I d I I a d Q = O d II II a 27" �! FTO 40" 50 X 8"-12" U d z ��a d a • I MIN BELOW GRADE w/ # @12_0GoW� BRI CK-- z l l I I d I ° I I STD GROUT FILL / ��%/ . i -GONG STEPS SEE 6/All \ STALL ESCUTCHEON BRACKET w/ EPDXY- - a4 #4 8AR5 w/-------------------------- HOOK IN FTC --------+, _��� ����. -------- ----J SCREWS w I I ° I I E\X� 50" MIN �/PIER FTG BEYOND T /�j a: 20/4 �- 6" CURB BE OND # ----- / Y w/ 4 DONT \�- IL T - a _L___ I]--- \� � 7 // �� —16X16X8" GMU COLUMN UNITS APRON -SLOPE HAND RAIL �/ - r I _ a --� I P�v PLAN DRAWN BY: PROJECT NO.: PCANA or , TO E GUTTER O ��� DATE: f 7j - all 1I a �- 4X RAFTERS SEE PLAN ENTRY -STEPS 12 BRICK PIERS ENTRY� 9 STEPS DETAIL 6 TYP ROOF RIDGE 3 mom 1 1r&oml%y v1% '' — (N) ROOF CONSTRUCTION � ----(N) ROOF CONSTRUCTION (N) ROOF CONSTRUCTION -SEE 5/A7 /Aa (N) ROOF CONSTRUCTION -SEE 5/A7 $ I/A8 —SEE 5/A-7 $ I/A8 -SEE 5/A-7 I/Aa 2 PLUS 2 !6d 2 -- 03 EA DECK BD 2 TO RAFTER BEAMS 51 MPSON TS'� EA SIDE EA — -- S I SON Sri EA SIDE EA AFTER T ER M BLK w/ 2� —16d @ 6" �� -- 51MPSON TScf EA SIDE EA I s --. �� ,� S%VAPsvr4 -h2jA �• �� s `'"' S1NIPSci l Ac3q- EA. k^ 1 BEAM TO RAFTER —4 REOD IX OR 2X TRIM 126 FINISH NAILS @ 6" � e TO MATCH EXIST Ll __ IX OR 2X TR11�1 s � TO MATCH EXIST \ � \ / --EDGE NAIL `� �Z'�1 � � � � - EDGE NAIL �.�. faR ��, / � EA SIDE -SET AV � � ZZ�l4 \ - SHTO ONTO BEAM w/ / \ EDGE NAILING \ BEAM CONT co RAFTER BEAMS NOTCH o/ __ BEAM -SEE PLAN /A54' � I -BEAM DONT - EDGE NAIL \` SMOOTH - STL DOWEL @ \� I � �— EDGE NAIL TO TOP PLATES - PLYWD SHTG w/ 8d @ 6" \�GENTER POST \ Or, EDGES $ 12'' FIELD BEAM w/ HANGER ON GMU ALUM STOREFRONT FRAMING -_ -- SPACERS AS RECD -SLK ALL EDGES WALL BEYOND -SEE 5/AII �- 51 MPSON STQ EA SIDE EA ----EDGE NAIL � 2-16d '--- EDGE NAIL PO'_�T TO BEAM-GONGEALED ------ --------- FROM STUD BEYOND - SHEAR WALL TOP CHORD BEAM SPAN TO CMU WALL 11 BEAM TO &TFUM 8 TRIM & BEAM @ SHEARWALL 5 TRIM & BEAMOVER SIDEWALL 2 IIyxm v ml%v rmw I 5X BOUNDARY_ I" EFS -ADHERED w/ STOREFRONT SYSTEM MEMBERS -- 2''X8"X18"STL HOTS PLASTER o/ MTL- I HEX NET o/ I" EPS AP'=ROVED BEND I" -DRILL FOR POLYMER MORTAR 8. #8 X I y4" RHWS STD M L -SUBMIT DATA / PLASTER ALL THREAD RAIL TIE 3/8" ALL THREAD / CORNER ✓- 545 WD TRIM 3 - THROUGH POST CONT w/ NUT �� I "X2/2" BAC KER -DAP FOR BOLT HEADS - /8 2 GOAT PLASTER SYSTEM 4X6" #1 RDWD TRANSOM RAiL -DAP INTO POST !/4" -- ALL THREAD UNDER ALUM STOREFRONT w/ BLUE SCREW 24 @ �� MIN \ --GMU WALL � REMOVED ,, RE ­777"T717,m 175WR 2f16,„ -------- ---- --- - -------------------------- ��-- FOR ��i� '�P ; ,��, 4X6” RDWD TRANSOM RAIL--------------- C yV� DB CON1P� I w/ SHEAR PANEL EDGES @ \ MTL WEEP SCREED a GENTER w/ EDGE NAILING SEP 212016 zl'j � (E) GMU S I MPSOM A55 EA SIDE ----------7- ------------r--------------------------T - I I INTE -----cod RET - iiVI EA COLUMN INSIDE SHEAR WALL w,'l S� MINN, IN PERMIT SRO k F (E) FTG WINDOW FRAME BOUNDARY MFMBER� !ALL BUTTEj T DEVELOPMENT IES 3/8"X8" ST!- PL - :WED FOR CONT EA SIDE —__— 6X6 #1 GLR RDWD P057 -- STOREFRONT 5 E --- Y STM CO DATE' - �%� JMPLIANCE Y2 BOLT THRU @ 16 BY/ I DAP EPS FOR BOLT HEADS "TYPICAL WEEP SCREED 101, POST TO DRAG MEMBER 7 - DRAG 4 CMU WALL TIE 1 mwm nuemn-T -ROD Wpm r=1%Q ICE W N � c) Lo+ -+Ln C6 U) 0) U w °T 0 d- . - 1112 Q U w2ui Q-� Lo0)•E Lco QW3 O - U CZ z- o o �- Q �Ut Q N _ :6 a u 4c CT ) � Lo cn cy) U U) Y �: — a o c Q LLI U z z O � w Lu a: -- P�v PLAN DRAWN BY: PROJECT NO.: PCANA or , CHECKED BY: DATE: P. COLE 07/20/2016 DETAILS SHEET NO.: N � c) Lo+ -+Ln C6 U) 0) U w °T 0 d- . - 1112 Q U w2ui Q-� Lo0)•E Lco QW3 O - U CZ z- o o �- Q �Ut .WC) _ :6 a u 4c CT � Lo cn cy) U U) UN a (na) X ) �: a o c Q DETAILS SHEET NO.: 4'�MIN— ADA TURNING CLEARANCE _ FER GBG 11155.5.1.1 -' m REDSTROOM SOX48"ADA GLEARANGE FER CBC 11155.4.5.5 ADA RESTROOM PLAN I 10 6" SION AND SYMBOLS - MATERIALS: 17" BLUE AND WHITE FIGURE OR LETTERS ON BLUF Oi BACKGROUND. SIGN LOCATIONS BUILDING AND PARKING: -� ALL AGGES5I5LE ENTRANCES IDENTIFIED W/ TYPE "A" MIN. OF ONE STANDARD SION. OR LICENSE PLATES BEADED TEXT OR EQUAL. SION AND SYMBOLS - MATERIALS: 711 b REFLEGTORIZED FOR ON STEEL WITH AWAY AT LVV11JE1Ls ADDITIONAL DIRECTIONAL SIGNS ALONG BEADED TEXT OR EQUAL. TOWED VEHICLES MAY BE ACCESSIBLE PATH OF TRAVEL AS REQUIRED 51ON LOCATIONS BUILDING AND PARKING: RECLAPOLICE AEDAT. DROVUZ TOR .OFF-STREET PARKING FACILITIES TO HAVE PoucE IMP7lAJD Lor DR FREE STANDING SIGNS LOCATED AT — INTERIOR END OF PARKING SPACE MOUNTED LESS THAN 17"X22" IN SIZE. MINIMUM OF 80" ABOVE FINISH ORADE. -' WALL MOUNTED SIGNS LOCATED AT INTERIOR TYPE D END OF PARKING SPACE MOUNTED MINIMUM TYPE "B" OF 36" ABOVE FINISH GRADE. I I SION AND SYMBOLS - MATERIALS: WHITE BACKGROUND WITH BLUE BORDER AND SYMBOL. SION LOCATIONS BUILDING AND PARKING: SURFACE IDENTIFICATION OF SPACES WITH INTERNATIONAL SYMBOL OF AGGESSIBILITY TYPE "G.. _ 17" I � A Oi -.-� Lo -"tz Loo (3)oQ PAAI®INED SIGN AND SYMBOLS - MATERIALS: N . SPACES ACCESSIBLE SPACES NOT DISPLAYING REFLEGTORIZED PORCELAIN ON STEEL WITH DO INDUIBrrJO PLACARDS a0 OR LICENSE PLATES BEADED TEXT OR EQUAL. _ ISSUED FOR DISABLED PERSONS WILL BE TOWED SIGN LOCATIONS BUILDING AND PARKING: N cVDiPENSE. AWAY AT LVV11JE1Ls ADDITIONAL DIRECTIONAL SIGNS ALONG �ooU oz 2 m TOWED VEHICLES MAY BE ACCESSIBLE PATH OF TRAVEL AS REQUIRED Mm,� RECLAPOLICE AEDAT. DROVUZ TOR .OFF-STREET PARKING FACILITIES TO HAVE PoucE IMP7lAJD Lor DR Q BY 11�11. 591 -MI SIGNS AT ALL STREET ENTRANCES NOT Q�°moo o c LESS THAN 17"X22" IN SIZE. +� O a :3o TYPE D SION AND SYMBOLS - MATERIALS: 1/4" THICK MATERIAL WITH FINISHED COLOR TO DISTINCTLY CONTRAST COLOR OF ENTRY DOOR. SION LOCATIONS BUILDING AND PARKING: 1.2 MEN TO I LET ROOM DOORS SHALL HAVE SYMBOLS CENTERED 60" UP ON ENTRY DOOR. TYPE "E" SION AND SYMBOLS - MATERIALS: 1/4" THICK MATERIAL WITH FINISHED COLOR TO N DISTINCTLY CONTRAST COLOR OF ENTRY DOOR. 0SION LOCATIONS BUILDING AND PARKING: WOMEN TOILET ROOM ROOF 5 SHALL HAVE TYPE "F" SYMBOLS CENTERED 60" OF ON ENTRY DOOR. z (o" TACTILE BRAILLE: USE CONTRASTED GRADE 2 BRAILLE. DOTS BE 0.1 INCH ON CENTER IN EACH CELL. 0.2 INCH SPACE BETWEEN CELLS. DOTS RAISED MINIMUM 0.025 INCH ABOVE -� BACKGROUND. TACTILE/BRAILLE SIGN SHOULD HAVE THE TYPE "O" FOLLOWING WORDING FOR EXITS: A. EXIT B. EXIT ROUTE G. TO EXIT GENERAL NOTES: ® !NTERNATIONAL SYMBOL OF ACCESS151LITY: 17 UNITS_ STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES E N BLUE BAGKOROUND 41) WHITE FIOUR 5 O COLOR NO. 15010 IN FEDERAL STANDARD 5152. WHEN ENFORC I NO AGENCY DETERMINES IT APPROPRIATE SPECIAL DESI ON AND COLORS MAY BE APPROVED. © LETTERS AND NUMBERS: WIDTH TO HEIGHT BETWEEN 3:5 AND 1:1. STROKE WIDTH TO HEIGHT BETWEEN 1:5 AND 1:10. CONTAST CHARACTERS AND SYMBOL WITH BACKGROUND. "SANS SERF" CHARACTERS. SYMBOL © RAISED $ RECESSED CHARACTERS $ 5YMBOLS: PROPORTIONS LETTERS AND NUMBERS MIN. 1/52" RAISED SYMBOLS MIN. 5/8" HIGH. "I" INT11 s`(MBOL RECESSED SYMBOLS MIN. 1/4" STROKE WIDTH. NOTE: FLUSH HANDLES ON STALL WIDE SIDE 56" MI y -�—y 12' MIN. fn � TO LAV. 52'� TO WALL gy I I FRONT ELE\/ATION 28" MIN. TO LAS/ y42" MIN.y 12" m �— �— 52" TO WALL NAFK I N = - -- 12 MAX D I SF05AL 60" M I N TOILET FAFER Ar -,GESS X�- ��' WHEN DOOR AT THE SIDE 48" MIN. = AGGEss 12 "MAX_ WHEN DOOR AT THE END SIDE ELE\.r'ATION FLAN ADA TACTILE/ WINDOW BRAILLE SI6NAGE� TITLE 24 TOILET ROOM F// SIGNAGE GIRDLE OR TRIANGLE / / \ SWITCHES THERMOSTATS r ALARM / I CONTROLS PULL CHORD WALL OUTLETS o � �_ WINDOW OPERATOR o Z X X ' N Q d) SWITCHES: o CENTER OF SWITCHES BETWEEN 5 AND 4 FEET OFF FLOOR REGEPTAGLE OUTLETS: oCENTER OF 15, 20, AND 50 AMP REGEPTAGLE (EXCEPT PERMANTLY IN5TALLED BASEBOARD HEATERS) NOT LESS THAN 12" ABOVE FINISHED FLOOR. <=>F1 -COR OUTLETS AGGEPTABLE NEXT TO SLIDING PANELS OR WALLS AND OTHER 5PEGIAL GONVE-NIENGE LCGATION5. oBASEBOARD OUTLETS AGGEPTABLE IN RELOGATABLE PARTITIONS AND WINDOW WALLS. GEN'L ADA CLEARANCES TOILET CODE CLEARANCES ! 8 I maml vo%r-r 17" MIN. % MIRROR/DISFENSER z m x\, ly � N 48" MIN. i SIDE ELE\/ATION L 50" MI_N.�_ ADASINKCODES 5 mmm 1—ur-ur-r �- F. LAM. GOUNTERTOF w/ 4" SFLASH $ BULLNOSE EDOE, "MI BENT METAL ANGLE w/ 4 SCREWS @ 8" or- MAX. / +32 MAX �2" BULLNOSE +27"MIN FLYWD FILLER FOR 57A51 L I TY F. LAM. FASCIA FANEL, T I OHT AOA I NST FLMG. FIXTURE FRO\/I DE SHAFED F. LAM. END FANEL @ EXPOSED ENDS ATTACH TO FASCIA FANEL W/ "L" ANCHOR GLIFS 2x4 LEDOER @ TOP 4 BACK EDOE5 W/ 2 16d EA STUD -- DOTTED LINE INDICATES REOD HDCF GLEARANGES, KEEF ALL \/ANITY GONSTRUGTION WITHIN THESE LIMITS FINISH FLOOR 7 � SINK CONSTRUCTION 1 4 mom I I NOTE: SIGN GENTERED AT THE INTERIOR END OF FARKINO SFAGE. AREA OF BION TO A MIN. OF 70 SO. INCHES. BOTTOM EDOE OF SION MUST STAND MIN. OF 80" H I OH i i BLUE I MAO E ON WHITE BACKGROUND REFLECTORIZED SIONS CONSTRUCTED OF PORCELAIN STEEL w/ BEADED TEXT VAN ACCESSIBLE $250 FINE FOR VIOLATION ACCESSIBLE PARKING SIGN 3 M= 5ENERAL DISABLED PARK I NO SFACE NOTES: 1) DISABLED FARK I NO SFACE MUST FERM I T USE OF EITHER GAR DOORS. 2) A FARKING BUMFER Is REQUIRED WHEN NO GURB OR BARRIER Is FRO\/IDED WHICH WILL FRE�/ENT ENGROAGHMENT OF GARS O\/ER THE ADJO I N I NO ROUTE. 5) WHEELCHAIR USERS MUST NOT TO BE FORGED TO 00 BEHIND PARKED GARS OTHER THAN THEIR OWN TO ACCESS AN ADJOININO ACCESSIBILITY ROUTE. 4) THE MAXIMUM SURFACE SLOFE W 1 TH I N THE DISABLED FARK I NO SFACE AND ADJOININO AGGEss AISLE MAY NOT EXCEED 2% IN ANY DIRECTION. 5) GURB RAMPS MAY NOT ENCROACH INTO THE REOU I RED DIMENSIONS OF DISABLED FARK I NO SFAGES OR ADJACENT AGGEss AISLES. 6) AGGEss AISLE (LOAD I NO/UNLOAD I NO AREA) MUST GONNEGT TO AN ACCESSIBLE PATH OF TRA\/EL TO THE FAG I L 1 TY. 7) THE WORDS "NO FARKINO" MUST BE FAINTED ON THE OROUND WITHIN EACH ACCESS AISLE. 8) EMBLEM MUST BE LOCATED IN STALL 50 THAT Is \/ISIBLE BY A TRAFFIC, ENFORCEMENT OFF I GER WHEN A \/EH I GLE 15 FROFERLY PARKED IN THE SFACE (CENTERED AR ENTRANCE TO STALL RECOMMENDED) DESIONATE FOR "\/AN ACCESSIBLE" WHERE AFFROFRIATE 10) HANDICAP PARKING BION TO BE AT +80" AND WHEN MOUNTED ON WALL THE SION TO BE AT +56" MIN. TO BOTTOM OF BION. ADA PARKING NOTES 2 _ Mae" NOTE: SURFACE OF ACGESS 1 BLE FARK I NO SFAGE(S) 4 AGGEss AISLE SHALL NOT EXCEED 1:50 GRADIENT (2 %) IN ANY DIRECTION - AGGESSIBLE ROUTE - O'z / HAND I GAF FARK 1 NO AND \/AN AGGESSI BLE -� BION TYF. (SEE , DTL X/XX) WHEEL STOP FEfM1T #_i�a WHEEL STOP BUTTE , COUNTY DEVELOMENT SERVICES 1 " REVIEWED OR AGGEssIBIL TY CODE COMP IANCE AISLE —� 4" STRIFES AT 56 oG 12" HIOH LETTERS /DATE 2 r�\ � NO 1 PARKING) z INTERNATIONAL SYMBOL OF = AGGE551BILITY ! � STALL EMBLEM (SIGN T1'FE Rv f FOR CODEC WED UaNCE V 2 2 2016 NR WE ST tING GR c1'-0" MIN. 8'-O" MIN. AT 1�'-O" MIN. \/AN ACGESSIBLE ACCESSIBLE VAN PARKING _ Pz I � A 50" MI_N.�_ ADASINKCODES 5 mmm 1—ur-ur-r �- F. LAM. GOUNTERTOF w/ 4" SFLASH $ BULLNOSE EDOE, "MI BENT METAL ANGLE w/ 4 SCREWS @ 8" or- MAX. / +32 MAX �2" BULLNOSE +27"MIN FLYWD FILLER FOR 57A51 L I TY F. LAM. FASCIA FANEL, T I OHT AOA I NST FLMG. FIXTURE FRO\/I DE SHAFED F. LAM. END FANEL @ EXPOSED ENDS ATTACH TO FASCIA FANEL W/ "L" ANCHOR GLIFS 2x4 LEDOER @ TOP 4 BACK EDOE5 W/ 2 16d EA STUD -- DOTTED LINE INDICATES REOD HDCF GLEARANGES, KEEF ALL \/ANITY GONSTRUGTION WITHIN THESE LIMITS FINISH FLOOR 7 � SINK CONSTRUCTION 1 4 mom I I NOTE: SIGN GENTERED AT THE INTERIOR END OF FARKINO SFAGE. AREA OF BION TO A MIN. OF 70 SO. INCHES. BOTTOM EDOE OF SION MUST STAND MIN. OF 80" H I OH i i BLUE I MAO E ON WHITE BACKGROUND REFLECTORIZED SIONS CONSTRUCTED OF PORCELAIN STEEL w/ BEADED TEXT VAN ACCESSIBLE $250 FINE FOR VIOLATION ACCESSIBLE PARKING SIGN 3 M= 5ENERAL DISABLED PARK I NO SFACE NOTES: 1) DISABLED FARK I NO SFACE MUST FERM I T USE OF EITHER GAR DOORS. 2) A FARKING BUMFER Is REQUIRED WHEN NO GURB OR BARRIER Is FRO\/IDED WHICH WILL FRE�/ENT ENGROAGHMENT OF GARS O\/ER THE ADJO I N I NO ROUTE. 5) WHEELCHAIR USERS MUST NOT TO BE FORGED TO 00 BEHIND PARKED GARS OTHER THAN THEIR OWN TO ACCESS AN ADJOININO ACCESSIBILITY ROUTE. 4) THE MAXIMUM SURFACE SLOFE W 1 TH I N THE DISABLED FARK I NO SFACE AND ADJOININO AGGEss AISLE MAY NOT EXCEED 2% IN ANY DIRECTION. 5) GURB RAMPS MAY NOT ENCROACH INTO THE REOU I RED DIMENSIONS OF DISABLED FARK I NO SFAGES OR ADJACENT AGGEss AISLES. 6) AGGEss AISLE (LOAD I NO/UNLOAD I NO AREA) MUST GONNEGT TO AN ACCESSIBLE PATH OF TRA\/EL TO THE FAG I L 1 TY. 7) THE WORDS "NO FARKINO" MUST BE FAINTED ON THE OROUND WITHIN EACH ACCESS AISLE. 8) EMBLEM MUST BE LOCATED IN STALL 50 THAT Is \/ISIBLE BY A TRAFFIC, ENFORCEMENT OFF I GER WHEN A \/EH I GLE 15 FROFERLY PARKED IN THE SFACE (CENTERED AR ENTRANCE TO STALL RECOMMENDED) DESIONATE FOR "\/AN ACCESSIBLE" WHERE AFFROFRIATE 10) HANDICAP PARKING BION TO BE AT +80" AND WHEN MOUNTED ON WALL THE SION TO BE AT +56" MIN. TO BOTTOM OF BION. ADA PARKING NOTES 2 _ Mae" NOTE: SURFACE OF ACGESS 1 BLE FARK I NO SFAGE(S) 4 AGGEss AISLE SHALL NOT EXCEED 1:50 GRADIENT (2 %) IN ANY DIRECTION - AGGESSIBLE ROUTE - O'z / HAND I GAF FARK 1 NO AND \/AN AGGESSI BLE -� BION TYF. (SEE , DTL X/XX) WHEEL STOP FEfM1T #_i�a WHEEL STOP BUTTE , COUNTY DEVELOMENT SERVICES 1 " REVIEWED OR AGGEssIBIL TY CODE COMP IANCE AISLE —� 4" STRIFES AT 56 oG 12" HIOH LETTERS /DATE 2 r�\ � NO 1 PARKING) z INTERNATIONAL SYMBOL OF = AGGE551BILITY ! � STALL EMBLEM (SIGN T1'FE Rv f FOR CODEC WED UaNCE V 2 2 2016 NR WE ST tING GR c1'-0" MIN. 8'-O" MIN. AT 1�'-O" MIN. \/AN ACGESSIBLE ACCESSIBLE VAN PARKING _ aI �w I � A Oi U�O7i 50" MI_N.�_ ADASINKCODES 5 mmm 1—ur-ur-r �- F. LAM. GOUNTERTOF w/ 4" SFLASH $ BULLNOSE EDOE, "MI BENT METAL ANGLE w/ 4 SCREWS @ 8" or- MAX. / +32 MAX �2" BULLNOSE +27"MIN FLYWD FILLER FOR 57A51 L I TY F. LAM. FASCIA FANEL, T I OHT AOA I NST FLMG. FIXTURE FRO\/I DE SHAFED F. LAM. END FANEL @ EXPOSED ENDS ATTACH TO FASCIA FANEL W/ "L" ANCHOR GLIFS 2x4 LEDOER @ TOP 4 BACK EDOE5 W/ 2 16d EA STUD -- DOTTED LINE INDICATES REOD HDCF GLEARANGES, KEEF ALL \/ANITY GONSTRUGTION WITHIN THESE LIMITS FINISH FLOOR 7 � SINK CONSTRUCTION 1 4 mom I I NOTE: SIGN GENTERED AT THE INTERIOR END OF FARKINO SFAGE. AREA OF BION TO A MIN. OF 70 SO. INCHES. BOTTOM EDOE OF SION MUST STAND MIN. OF 80" H I OH i i BLUE I MAO E ON WHITE BACKGROUND REFLECTORIZED SIONS CONSTRUCTED OF PORCELAIN STEEL w/ BEADED TEXT VAN ACCESSIBLE $250 FINE FOR VIOLATION ACCESSIBLE PARKING SIGN 3 M= 5ENERAL DISABLED PARK I NO SFACE NOTES: 1) DISABLED FARK I NO SFACE MUST FERM I T USE OF EITHER GAR DOORS. 2) A FARKING BUMFER Is REQUIRED WHEN NO GURB OR BARRIER Is FRO\/IDED WHICH WILL FRE�/ENT ENGROAGHMENT OF GARS O\/ER THE ADJO I N I NO ROUTE. 5) WHEELCHAIR USERS MUST NOT TO BE FORGED TO 00 BEHIND PARKED GARS OTHER THAN THEIR OWN TO ACCESS AN ADJOININO ACCESSIBILITY ROUTE. 4) THE MAXIMUM SURFACE SLOFE W 1 TH I N THE DISABLED FARK I NO SFACE AND ADJOININO AGGEss AISLE MAY NOT EXCEED 2% IN ANY DIRECTION. 5) GURB RAMPS MAY NOT ENCROACH INTO THE REOU I RED DIMENSIONS OF DISABLED FARK I NO SFAGES OR ADJACENT AGGEss AISLES. 6) AGGEss AISLE (LOAD I NO/UNLOAD I NO AREA) MUST GONNEGT TO AN ACCESSIBLE PATH OF TRA\/EL TO THE FAG I L 1 TY. 7) THE WORDS "NO FARKINO" MUST BE FAINTED ON THE OROUND WITHIN EACH ACCESS AISLE. 8) EMBLEM MUST BE LOCATED IN STALL 50 THAT Is \/ISIBLE BY A TRAFFIC, ENFORCEMENT OFF I GER WHEN A \/EH I GLE 15 FROFERLY PARKED IN THE SFACE (CENTERED AR ENTRANCE TO STALL RECOMMENDED) DESIONATE FOR "\/AN ACCESSIBLE" WHERE AFFROFRIATE 10) HANDICAP PARKING BION TO BE AT +80" AND WHEN MOUNTED ON WALL THE SION TO BE AT +56" MIN. TO BOTTOM OF BION. ADA PARKING NOTES 2 _ Mae" NOTE: SURFACE OF ACGESS 1 BLE FARK I NO SFAGE(S) 4 AGGEss AISLE SHALL NOT EXCEED 1:50 GRADIENT (2 %) IN ANY DIRECTION - AGGESSIBLE ROUTE - O'z / HAND I GAF FARK 1 NO AND \/AN AGGESSI BLE -� BION TYF. (SEE , DTL X/XX) WHEEL STOP FEfM1T #_i�a WHEEL STOP BUTTE , COUNTY DEVELOMENT SERVICES 1 " REVIEWED OR AGGEssIBIL TY CODE COMP IANCE AISLE —� 4" STRIFES AT 56 oG 12" HIOH LETTERS /DATE 2 r�\ � NO 1 PARKING) z INTERNATIONAL SYMBOL OF = AGGE551BILITY ! � STALL EMBLEM (SIGN T1'FE Rv f FOR CODEC WED UaNCE V 2 2 2016 NR WE ST tING GR c1'-0" MIN. 8'-O" MIN. AT 1�'-O" MIN. \/AN ACGESSIBLE ACCESSIBLE VAN PARKING ADA NOTES & DETAILS SHEET NO.: O�N aI �w Oi U�O7i Lo -"tz Loo (3)oQ U w N . M(/) a0 - W Qa)Q M �ooU oz 2 m Mm,� ww� �,Q Q • �- Q�°moo o c +� O a :3o < ID TLD - a � 1 O �� a `J p70 U �m503 :3 cncy)C °Oa) U mg Q � o x > x) �U,�u� - 0 U 4 Oa o Q m i (Z a' Og > w W "J < KNO DRAWN BY: PROJECT NO.: PCAKM CHECKED BY: DATE: P. COLE 07/20/2016 ADA NOTES & DETAILS SHEET NO.: O�N aI �w Oi U�O7i Lo -"tz Loo (3)oQ U w M(/) a0 - W Qa)Q M �ooU oz 2 m Mm,� ww� �,Q Q • �- Q�°moo o c +� O a :3o < ID TLD - a � 1 O �� a `J p70 U �m503 :3 cncy)C °Oa) U mg Q � o x > x) �U,�u� - 0 4 Oa o Q m ADA NOTES & DETAILS SHEET NO.: HVAG NOTES THERMOSTATS: HONEYWELL T 7200 MAIN DUGT FLENUMS SHALL BE REGTANO ULAR 26 GA. GAL\/. SHEET METAL BRANGH DUCTS: FLEXDUGT NITH R-4.2 MIN. I NSUL ATE SUFFLY ORILLES: SHOEMAKER SDD SERIES RETURN REGISTERS: SHOEMAKER FO SERIES FILTER GRILLES GERTIFY THAT SYSTEM INSTALLATION MEETS VENTILATION REaUIREMENTS. ANY AFFL I ANGE FOR NH I GH 15 A GAL I FORN I A STANDARD ESTABLISHED IN THE AFFL I ANGE EFF I C I ENGY STANDARDS MAY BE INSTALLED ONLY IF THE MANUFAGTURER HAS GERTIFIED TO THE COMMISSION, AS SFEGIFIED IN THOSE REGULATIONS, THAT THE AFFL I ANGE GOMFL I ES N 1 TH THE AFFL I GABLE STANDARD FOR THAT AFFL I ANGE. INCLUDED ARE ROOM AIR GONDITIONERS, GENTRAL AIR GOND I TI ON I NO HEAT FUMFS (REGARDLESS OF GAFAG I TY, EXGEFT THAT REOU I REMENTS FOR CENTRAL A I R GONDITIONINO HEAT FUMF5 NITH GOOLI NO CAFAGITY OF 155,000 BTU/HR OR MORE AFFL1' TO HEA71 NO FERFORMANCE BUT NOT COOL I NO FERFORMANCE), OTHER GENTRAL AIR GC)ND 1710NERS NITH COOL I NO GAFAG I TY LESS THAN 155,000 BTU/HR, FAN T -T -FE GENTRAL FURNAGE5 SHALL HAVE BEEN GERTIFIED TO THE GALIFORNIA ENERGY COMMISSION BY ITS MANUFAGTURER TO GOMFLY NITH THE AFFL I ANGE EFF I G I ENGY STANDARDS. HVAC -NOTES 12 IVO SCALE (E) GMU NALL -DRILL HOLE FER MANUF SFEG MOUNT FLATE BY MANUF w/ 7 AVAILABLE SGREN HOLES - INSTALL Y4"X5" TITEN SGRENS IN 4 HOLES MIN (E) GMU NALL -DRILL 2q/6" HOLE FER MANUF SFEG ELEC, REFRIGERANT � DRAIN FIFING -GAULK CLOSED WALL UNIT INSTALL OUTS 1 DE AIR CALCUL'A7JCNS��,---/v_�� F -I AREA = 247 5F VOLUME GF GEG = 247 X .15 = 57 GFM ASHRAE = 25�i6 X 2/60 = 87 GFM F-2 AREA = 219� SF VOLUME = 22110 GF GE C. = 218 X .15 = 55 GFM ASHRAE = 22Q0 X 2/60 = 76 GFM F-5 AREA = 130 SF VOLUME = 1257 GF GEG = 150 X .15 = 20 GFM A5HRAE = 1257 X 2/60 = 42 GFM \/ENT GOOLI NO = 6145 GF © 4 GHANOES PER HOUR = 500 GFM H\/AG EGU I FMENT FIG- I DA I K I N GTXS 12HVJU ;MALL MOUNT FAN GO I L UNIT - 208\/, 14), 0.4A FA' -2 DAIKIN CTX512H\/JU HALL MOUNT FAN COIL UNIT - 208\/, 4, 0.4A F/G-5 DAIKIN GTX512H\/JU NALL MOUNT FAN COIL UNIT - 208\/, I (P, 0.4A HF -I DAIKIN 4MXS520\/JU HEAT FUNfF OUTDOOR SECTION. 208\/, 4, MGA=18A, FUSE MAX =20A 17.2 SEER F- I DAYTON 500 GFM w/ DIFFERENTIAL THERMOSTAT SENSOR I IN OUTER OFF I GE NEAR GLO, SENSOR 2 OUTSIDE UNDER EAVE NEAR FIG -5 EF- I FANASON I G F\/- I I \/G2G5GE I L I NG EXHAUST FAN 100 GFM, 1 I5\/, MCA =I A HVAC EQUIPMENT 10 PROVIDE ALL MATERIAL AND EQUIPMENT AND FERFORM ALL OFERAT I ONS NEGESSARY TO GOMFLETE FLUMB I NO F I F I NO, FIXTURES AND TRIM INDIGATED IN THE DRANINOS, SFEGIFIED HEREIN, AND REaU I RED TO FROFERLY GOMFLETE THE NORK AND GOMFLY WITH LOGAL ORDINANGES. 2 THE GONTRAGTOR SHALL BE RESFONSIBLE FOR THE GOMFLETE TEGHNIGAL DESIGN OF THE FLUMBINO SYSTEM IN AGGORDANGE IN AGCORDANGE NITH THE DESIGN 5GHEMAT I G DRAW I NOS AND IN GONFORMANGE NITH ALL FERT I NENT REGULATIONS. 5 VERIFY LOGATIONS AND ELEVATIONS OF ALL EXIS71NO UTILITIES. NOTIFY ARCH I TELT OF ANY GONFL I GTS FREVEN71 NG, OR EF7EG71NO FROFER GO1IFLETION OF THIS NORK. 4 VERIFY EXAGT LOGATIONS AND MOUNTING HElOH75 OF NEN FIXTURES SHOWN ON ARGHITECTURAL FLANS. 5 SUBMIT MANUFACTURER'S DATA ON ALL NEW FIXTURES AND VALVES SHONINO LOGATION OF EAGH INSTALLATION. 6 NORKMANSH I F SHALL BE BY MEGHAN I GS 5K I LLED IN THE TRADE AND SHALL REFRESENT THE BEST MODERN FRAGTIGE OF THE TRADE. 7 UPON GOMFLETION OF THE FLUMBINO SYSTEM INSTALLATION, GHEGK, TEST AND REGULATE THE SYSTEM AS REGU I RED TO INSURE FROFER FERFORMANCE. GLEAN ALL FIXTURES. REPAIR OR REFLAGE ANY NORK OF OTHER TRADES DAMAOED BY THIS OFERAT I ON, AND FROMFTLY REMOVE FROM THE SITE ALL DEBRIS, HASTE AND SURFLUS MATERIAL OF THIS OPERATION. ,5 GOORD I NATE ALL TRENCHING NITH GENERAL GONTRAGTOR. ALL VENTS THRU ROOF SHALL BE GOMBINED TO LIMIT ROOF FENETRATIONS TO ONE ON EACH END OF THE ENTRANGE SIDE OF ROOF (SHOW GLEARLY ON SHOF DRANINOS). IF NOT, GONF I RM LOGATI ONS NITH ARCH I TELT. 10 FLUMB 1 NO FITTINGS I NGLUD I NO LAV. FAUGETS AND SINK FAUCETS SHALL BE GERTIFIED IN AGGORDANGE NITH G.E.G. 2-5514. 11 FRO\/IDE MATERIALS AND INSTALL IN AGGORDANGE NITH THE LATEST "GFG", LOCAL GODES AND REGULATIONS. 12 GONNEGT EAGH FIXTURE NITH THREADED STOF VALVE UNLESS OTHERWISE AFFRO\/ED. FROVIDE ESGUTGHEON AT EAGH FIFE FENETRATION OF NALL OR GEILINO. ALL EXFOSED FIFE TO BE GHROME FLATED. 5 ALL NATER SUFFLY FIFINO SHALL BE TYPE "L" COFFER ABOVE ORADE AND TYPE K BELON GRADE TO 6" ABOVE GRADE. 4 FROV I DE NATER HAMMER ATTENUATION AIR GHAMBERS FOR ALL FIXTURES. 15 ISOLATE ALL FI F I NG FROM STRUCTURE WITH "TRI SOLATORS" OR AFFROVED EQUIVALENT. 16 CONNECT OAS EQUIFMENT NITH SHUTOFF GOGK, 6" DIRT LEG AND UNION. WHERE UNIT 15 SUSFENDED, FRO\/I[DE SN I NO JOINT IN F I F I NO NHERE UNIT 15 VIBRATION ISOLATED, INSTALL AFFROVED ISOLATOR FLEX GONNEGTORS. PLUMBING NUTES S PAM wscra rgy] FIXTURE 5'7'M \/ENT NASTE GOLD WATER HOT WATER BRAND OUTLET BRANCH OUTLET BRANCH OUTLE NATERGLOSE7 NC 2" 511-411 "-4" 5" -4" 5/4" 1/2" WCL=o LAVATORY L 1 1/2" 2" 1 1/2" 5/4" 1/2" 5/4" 1/2" SINK S 1 1/2" 2" 1 1/2" 5/4" 1/2" 5/4" 1/2" HOSE BIBB HB -- z 5/4" 5/4" io Ca ROUGH IN SCHEDULE I 7 (N) REFR LINES NEAR GLO IN SHOP F/G-I (E) RC TR 0 ---(E) OAS DNH - TEE FOR HOT $ GOLD NATER FOR RESTROOM 106 O�'—(E) ATTIC ACCESS F -I � \/TW INTAKE THRU ROOF w/ DAMPER j (E) RC TR T 0 VTR --T (N)2 �� SS I LJ I % I (E) 4 " 55 GAF SINK BRANCH IN; 1lALL FLUO (E) HASTE F I FE 2" MIN BELOW 1 I FLOOR -GAP N1 GONG I F -I I I I I I I � I I\ CIO � N 8.9 8:12 L _ j Lo+ PERMIT #--Ul-t a BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ?SATE �� �P BY TO (E) SEPTI( TANK po N"�-�i je coo� c Sip 2 QMp�IgNC Z 2016 F svC 1/4i6 G T RpUp HVAC a PLUMBING PLAN IW-- Q CIO � N 8.9 8:12 Lo+ g.03w F-� C6 U) a) U Q a p 'a) et W:a) �: Y IUB M � C) oz �m WCL=o �w owl°o - �o <o��� CZ CZ = I •�-!U O �Q Q° Q �3 O �j .O U Lo� � .L E-03 w u)c�U z U c� L> ` (b N io Ca U) :5 o E U c Z 0 12 >� LU w PST PLANS DRAWN BY: PROJECT NO.: lea CHECKED BY: DATE: P. COLE 07/20/2016 W rn'-, co O N0) 8.9 8:12 Lo+ g.03w F-� C6 U) a) U Q a p 'a) et W:a) �: M � C) oz �m WCL=o Lo'L -� owl°o - �o <o��� CZ CZ 0�.�.�� •�-!U O �Q Q° Q �3 O �j .O U Lo� � .L E-03 w u)c�U U c� L> ` (b N io Ca c� o E U c Q .9 MECHANICAL SHEET NO. 4X4"F7 24"L SLOPE - TOF Z -PRIME @+6" �- GONG O FAVING WF BOX � L I t w/ CFI DUPLE TO SWITCH IN 'I BLDO w/ TIMER FHOTOEYE POWER TO TREES FANEL BOX TREE w/ 50 ® ELEGTRIGAL PANEL LED STRING DUFLEX OUTLET LIGHTS -6 SFL I T -W I RED DUFLEX OUTLET PLACES Jv �D DEDICATED CIRCUIT FLOOR RECEFTAGLE FL Fl DUFLEX GF 1 REGEFTAGLE 4 QUAD. RECEFTAGLE +-4 8 DUFLEX RECEFTACLE w/ MOUNT HEIGHT FROM FLR. 220 VOLT DUFLEX OUTLET 220V {}— SWITCH +36" A.F.F. U.O.N. -� 5 -WAY SWI TGH -� SWITCH W/ DIMMER O RECESSED L.E.D. LIGHT FIXTURE RECESSED L.E.D. WALL WASH FIXT TRACK LIGHT LIGHT FIXTURE WITH FAN FLUORESCENT LIGHT FIXTURE (L I THON I A 7LB440-120ES) 12 ® RECESSED FLUORESCENT FIXTURE (LITHONIA TLB440-120ES) Vi%v #p� FLUOR LIGHT FIXTURE FARABOL I G DIFFUSER I muDw::::l FLUOR.ESGENT STRI F LIGHTS —•—•— ROFE LIGHTS CIR NO. LIGHT FIXTURE CE I L I NO MOUNT NO LIGHT FIXTURE WALL MOUNT ITEM BULLET SFOTLIOHT 4Q/ 1 SURFACE MOUNT UFL I OHT H.I.D. SFOT LIGHT FIXTURE LIGHT FIXTURE WITH FAN GE I L I NO COUNT EXHAUST FAN -INSTALLED BY MECHAN I GAL-GONNEGTED BY ELECTR I GAL O JUNCTION BOX D I SGONNEGT SWITCH (FUSE SIZE PER MANUFAGTURER) ® EXIT SIGN O THERMOSTAT ❑� T.V. GABLE RECEPTACLE 14 TELEFHONE / DATA RECEFT. WIRE ALL e TELEPHONE RECEPTACLE w/ 4 FAIR CATEGORY 5 TWISTED FAIR GABLE � LIGHT SCHEDULE � 11 I LEGEND � 8 � ,r.-ro _. woa ans-,%a Parlrr.Boarn sr,xEDt.L PANTE A MOUNTING ❑ FLUSH X SURFACE 120/240 VOLTS 1PHASE 3W 125 AMP MAIN ❑LUGS Z BRKR BRANCH BREAKERS ITEM RAMP ATIN CIR NO. LOAIN WATTS NO AMP RATING ITEM SHOP--I�tELD� 4Q/ 1 6 U) a) �b co C) 2 301 --- SHOF WELDER N 3 . i L 2 bet..p 0� o 4 In SHOF LIGHTS 20 5 U°v . i u 6 20 SHOF/OFF I GE OUTLETS SHOP/OFF I GE OUTLETS 4 LIGHTS 20 7 cnc�U On cu)) i 8 20 SHOP OUTLETS pc: V co)- = Q c) Fn c g Z a PANEL •A• DIAGRAM FA F I I I I I I I I I_ - i 0 it I I I I I I I 1 I -1- I I I I I I I I I 1 I I TO FUTURE FOUNT TO 6 TREES - SEE 12/A14 \,"4 FIER LIGHTS -SEE �/A11 PANEL 'A' FED FROM MAIN IN ADJACENT BUILDING PERMIT # ,� BUTTE COUNTY DEVELOPMENT SERVICES RIEWD FR CODEC MEPL AONCE DATE_��0 BYa __ MOMS TO BE AL AND CONNECTED T SHALL BE ON IER PER GEG ELECTRICAL PLAN Nt: vrb vvE OR cnDS COMPLNCE SEP 2 2 2016 INTERWEST CONSULTING GROI :� W}�WQC ONO) 5W vo�2 6 4--a u.i � 6 U) a) �b co C) • i Wcf) l7i N . i L 2 bet..p 0� o In . W Q -c'- U°v . i u _ p 0 CI- <�>jm UI �� W,Lo cnc�U On cu)) i =1 pc: V co)- = Q c) Fn c g Z a cn w w •ut PSR PLS DRAWN BY: PROJECT NO.: MAKM CHECKED BY: DATE: P. COLE 07/20/2016 W}�WQC ONO) 5W vo�2 6 4--a c 0 r Lli t p 6 U) a) �b co C) • - a (11)Q Wcf) p� = o U Ozp �if . i L 2 bet..p 0� o In . W Q -c'- U°v . �1� �Q.CI-�, a u _ p 0 CI- <�>jm �� W,Lo cnc�U On cu)) <I`I' � Q X pc: co)- = Q c) Fn ELECTRICAL SHEET NO.: A - 14