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HomeMy WebLinkAboutB17-0793 000-000-000REVISIONS BY 355'± 960'f 06-02-17 RK 06-21-17 GL 07-10-17 RK D APN 024-100-095 4 07-31-17 GL Q O11---66'R/W ry PARCEL A W E z LLA. DOC#2014-0041024 iI DETENTION POND s � I � ! 60'R/W APN ID24Ij 1 0 , 0�6 CONC EX. _ BLDG A c e SCALE. 1tt—100t -HNORTHERLY PROPERTY LINE I L 0# 0 4 (0 1 24 U-)' BL G ca CONC EX. BLDG tLiI I I I I I I + W I III I I I I Q I 240 tCONI I >_ �, 1111111 W Q M � II 128'± I I t-� I J ry IL � I ICD APN 024-100-089 cfl PROPOSED I ILiu I -H 1 20000 SF _ I N.A.P.O. I AG BLDG N PARCEL 2 `a -�,- I I 111 MAPS 49 1 - 240 f d - co — N — --C— Lff LQ — I OVERALL SITE 1 =100' C3 Lo - Z _J Q � Q U 8 RM SUR S NO WATER RUN INTO DRAIN GE AREA 4 S E D AIL A ON SHEET 4 J N - O EX BUILDING EX BUI ING 310 NOTESL j J EX BUILDING Ai i 1. ACCESSIBLE PARKING STALLS SHALL BE PROVIDED W/ IDENTIFICATION SIGNS PER CBC Z 118-502.6. SIGN SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, IN WHITE Q ON BLUE BACKGROUND. SIGN SHALL BE 60" MIN. ABOVE THE FINISH FLOOR. SIGN SHALL to Lo BE A MIN. OF 70 SQ. INCHES. AN ADDITIONAL SIGN SHALL BE INSTALLED THAT STATES a lo� 17.4' 162.3' /—TREE R0S ( P) "MINIMUM FINE $250.00" PER CBC 11B-502.6.2. 0 U LL Q 2. A SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT THE ENTRANCE. SIGN SHALL _ Q ` BE 17 WIDE BY 22 HIGH. SHALL STATE THE FOLLOWING: UNAUTHORIZED VEHICLES :........ :. ;.. PARKED IN I W D DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED ..:-: `:;: `:'... •-'..' �. .:::: �:... }, ...,::..}',,. , .. ::..,:.. ;• :.: -:~.: : -.:.� ,: -=; n I AWAY AT THE OWNER'S NER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: r n :... I 8 GRAVE)`' EYP OR BY TELEPHONING ." (BLANK SPACES TO BE FILLED IN WITH APPROPRIATE O Z ..: . ; t, Y �LflUI DING _ INFORMATION AS A PERMANENT PART OF THE SIGN. :.: ) SCALE 1 40 a � / A BLUE PAIN 3. ACCESS AISLES SHALL BE MARKED W Q ' TED BORDERLINE AROUND THEIR ' ..r.... .:..._ ..., :....'. I LOAD NG DOCK � J PERIMETER. EX BUILDING E ETER. THE AREA WITHIN THE BLUE BORDERLINE SHALL BE MARKED W/ HATCHED " o M S 0 LINES A MAX. OF 36" O.C. I A COLOR CONTRASTING W THAT OF THE AISLE SURFACE P / c0 f •.:,.::. PREFERABLE . ,:~�'�I�<�..:.--•....,.�.... ,..� :. }� � o t. BLE BLUE OR WHITE. THE NO PARKING SHALL BE PAINTED ON THE O SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTER A MIN. 12" IN HEIGHT LOCATED TO N. ... .. .:....:..... .. ..,.-:..:....:.' .:� °PCAL A Eit AIS E TO r ` BE VISIBLE FROM THE ADJACENT VEHI LAR WAY. SAFE 01 PERS AR - - - - DRAINAGE M r_- t'eI 7�0 _ Wo�dr A. SUMP PU P ilI' f- Q 4. SEE SHEET ADA1 FOR FLOOR & GROUND SURFACES, CHANGES IN LEVEL, & PARKING i a - °. I /� vim' Q �/ ��M f SPACES &SHEET ADA2 FOR SIGNS ACCESSIBILITY DETAILS. . .. L1 X B ILDIN 6 COJ�ETCJW�R ~ PICAL MIN. 5' X LANING MAN D00EX COC #�. R ®a4° 1M4Y �: I ::=;, ' 1. o a 29' a e �NSPWS 2'X2. ' IN AFE DOoiv I J : ' .. ,::: 36" CON RETE ALK ROU D EN RE S RUCTU E aDISP SAL° AEA T a 8" . VC PI E: a ,�". ; '. ~' ; :.: CR SS S OPE q MA Y.. .,. e : .a a ':•..., .j,. .:c:.r 8' GRA EX. DOMES IC WELL EX. AG WELL .: :. r +r . ee _ — " -:.�:. a - „,�::-> :: .: ,.. -:• ::.,...::.:. AYLIG T 8 RAIN GE ENGINEERS STAMP TR E RO S TO 8E R MOVE ( ) O� R S �Nq OR KI - e T F Q- 8 GRAVEL TYP D ( 4 �- w 50 rnz Q oi� C`• 'I.•.I i u rn 4 cn I V ��•.':�".• �,� , _� t PERMIT # DRAINAGE DEVELOPMENT ENT SERVICES D REVIEWED FOR LANE SCAPE BURM CODE COMPLIANCE *' BY 1C " ATE $—S PROPOSED 1-1 /2 �, $ w vv 4 -6 f� SCH 80 WATER LINE c� / " 1 _ :'.....,.. 251' -4- kilt", �{ 8% " PI X P�tr 00 , y N o / q •,-•- '�:, � DAYLIGHT 8" DRAT AG v7 o rn Q u) co fY J W Q r O W OD U 1 BURM ENSUI; ESN WAT•R RU S IN D NAGE AREA z o /SEE D AIL ON HEET C4 o ' I w ave_ LANDSCAPE BURM v m 00 (.0 A APROACH ROW COUNTY STD S-31 ROAD CENTERLINE Da �n a PHYSICAL CENTERLINE N — DATE: -04-17 — SCALE: — AS SHOWN — — DRAWN: I— GC JOB: SITE DETAIL 17-5060 SHEET 2 1 =40 cl OF 15 SHEETS - ----- --- -- 7r7-- 7 .. REVISIONS BY , , 06-02-17 RK EXISTING UCTURE 17.4� 6 2.3 06-21-17 GL °e 5� CROSS SLOPE CONCRETE 8" GRAVEL EXISTING DRYING TUN ELS �p0' PI'S � 07-10-17 RK BETWEEN 1 % TO 1.67% O• FLOWLINE 8' VALLEY GUTTER �p #4 REBAR 0 24" OC 4 07-31-17 GL' h�a CARRIED INTO ADJACENT SLAB N 00n . d — d a d n d d d e P � Q0d 96" h Z !� 8 FT VALLEY GUTTER A -� FILE: 17-5060 SCALE: 1 "=1'-0" Q. 1p� EXISTING CONCRETE �F� ��F Opp �� O° �C, n _ _ _ p1� G 8' VALLEY GUTTER --S=0.003 - �00.32f/ DRAINAGE AREA Op 77 7 21 C — 10° • �A CROSS SLOPE = 1.67% 90 ZO ROSSSLOPE = 1.09%(NOT TO EXCEED 2% MAX) NOT TO EXCEED 2% MAX) 4 NEW CONCRETE b\ ^� 29' z co OG OC' o �G cih 01h p'�h w Np�^� 00 So'` �r N po' d - Ln r �. c� 10 AsoG� L s PP 1•SG �G 1� c5l 00 oJ g� g� � gQ� J Q 0,x'1 1 p,\'I �o F QpF Q / 1 1 1 N P gg • G Q � J Ui " �e p W po m Z 0 o CD2 a o CC0 Q LL o C3 Q FFW 102.00 0 o FP= 101.33Cn F— w o o 9 z O O`� O Z - a � �p DRAINAGE AREA —i- Q 2 cm) Q0 C� C� PERMIT #Q II BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR r o loopA sf CODE COMPLIANCE 6' I 64r� BY -- S D T Q Gk. - 251' o� 2 0 p,,. 3 • p'� • ��Ldgo goo g°�'�G o IpEN �, ° � •, A M ENGINEERS STAMP SOA•58sub Sub FES 0 on 36" GRADED SWALE S=0.002 Cf/ —_ SCALE. 1 n20' 60 50 m w m QG •�'.O p`` r C v o- w OQ Q •�� F o � �` TBM: 600 NAIL = 100.29 �^ o ca�-�F e , pie 00 3 p0 4 ppti —ANTr-tUN—Vl-BERbf— 'ye Qc>L 10 Opp o U, mQr Z W 04 e � co TBM: PK NAIL = 100.50 TBM: PK NAIL = 100.42 w a c� o (mow — — DATE: 04-04-17 SCALE: - AS SHOWN DRAWN: GC JOB: SITE DETAIL -5060 SHEET 3 )) 1 407 C2 OF 15 SHEETS Boa. o 50 RAVE ARFA .06 C 0 00 N D �O 0 /off 00-5 o �`---------V--} ao.2o10 0 PRE DEVELOPED PRE DEVELOPED POST DEVELOPED POST DEVELOPED ZONE 1 = 3.34 AC ZONE 2 = 0.45 AC ZONE -1 = 3.34 AC ZONE 2 = 0.45 AC ZONE 1 drains to ORCHARD ZONE 2 drains to ORCHARD ZONE 1 drains to ORCHARD ZONE 2 drains to ORCHARD TOTAL AREA = 145,656sf = 3.34 AC ORCHARD = 19430SF = 0.45 AC TOTAL AREA = 145,656sf = 3.34 AC TOTAL AREA = 19,430sf = 0.45 AC GRAVEL = 3507sf = 0.08AC BUILDING = 10,000 SF = 0.229 AC BUILDING = 10,000 SF = 0.229 AC ORCHARD = 145,656-3,507=142,149SF = 3.26 AC EXISTING C = ? CONCRETE = 14731 SF= 0.338 AC CONCRETE = 1969 SF= 0.045AC EXISTING ORCHARD C = ? LOW SLOPE _ .05 GRAVEL = 22,077 SF = 0.506 AC ORCHARD = 145,656-22,077-14,731-10,000 = 98,848 SF GRAVEL = 19430-1969-10000= 7461 SF = 0.171 AC LOW SLOPE _ .05 ODERATE PERMIABILITY = .10 LITTLE VEGITATION = =2.27 AC Weighted C 9 = ? MODERATE PERMITATIOY =,.10 LITTLE VEGITATION = .10 ROUGH SURFACE _ .10 Weighted C = g [(0.229/0.45)(.95)+(.045/.45)(.90)+ (.171 45)(.80)=0.39 /• .10 ROUGH SURFACE = EXISTING C = .35 (0.229/3.34)(.95)+(0.338/3.34)(.90)+(.506/3.34)(.80) + Weighted C =0.87 .10 EXISTING C = .35 (2.27/3.34)(.35) _ Weighted C = Weighted C =0.51 [(0.08/3.34)(.80)+(3.26/3.34)(.35)= 0.36 tc= 15 minutes minimum Weighted C =0.36 tc= 15 mnutes minimum tc= 15 mnutes minimum tc= 15 mnutes minimum Total Q100/24hr runoff for Zone 1, EQUALS POST DEVELOPMENT -0 = i=0.21, CIA = (0.51)(0.21)(3.34) = 0.358CFS x 86400 SECONDS = 30,906 CF T t I Q 100 24h ff f Z ' BURM 0-6" ORCHARD GRI C yr CAS-" I D cq rn Q X jMU) J Z W U o oda Z d U c) W J � m .I V � � H r - CJ E o a / r runo or one 21 EQUALS POST DEVELOPMENT -0 - I=0.21, CIA =(0.87)(0.21)(0.45)=0.082CFS x 86400 SECONDS = 7,103 CF DATE: Total Q100/24hr runoff for projecT\t 38,009 CF 04-04-17 ORCHARD TREE BURM BREAK SCALE:ASSHOWN USING AREA INDICATED ON NEXT SHEET, 97,849 SF. -- 38,009/ 97,849 = .39 OR 4.7" OVER AREA © FILE: XX.dwg SCALE: NTS GC A DRAWN: JOB: 17-5060 PROVIDE BURM AROUND DRAINAGE AREA TO EXCLUDE UNINTENDED RUN-ON FROM ENTERING THE DRAINAGE AREA SHEET 4 ALL IMPROVEMENTS ARE TO REMAIN INDEFINITELY . C3 OF 15 SHEETS 101.5j$I REVISIONS 06-02-17 06-21-17 07-10-17 4 07-31-17 BY RK GL RK GL 12"+ FREEBOARD w t;cU 100.42 0 V) 99.9 5.2" MAX WATER HEIGHT FOR 100 YEAR STORM Y COMPACTED AVERAGE IS 2.5" LL - BURM NATIVE MATERIAL OK 0 Z w z W z CALE: NTS 0 0 U Z W Li D W Jm U) w O x w LLI O z Q Z - 00 �r o w 0� CD LID 0 cnw "J Q w Q U cr— J O o m z LLI o ���c� ICE � ao� Q o W `t O w En� Oz 13.. Q m - O 2 Qo J Z � a CD w CL PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES O REVIEWED FOR CODE COMPLIANCE o DATE g d �% BY (�� Q ..] ENGINEF,RS STAMP Z Q ROES/yq Z 0 F� C60 0 M w I m sp CIVIC. �P qTF OF CA1 �F� Z Lu I w JDSCAPE BERM a � rn Lool LoJ — f Z Ci 4 _ 1,-J J O — o O�o Q a Q� (n I I_ I i—III—I I —III—I = `m J CL LLI DATE m I NOTES REVISIONS BY SIGNAGE LEGEND 06-02-17 RK 1. ENSURE THE STREET ADDRESS IS POSTED AT THE STREET MAIN ENTRANCE & ON THE MAIN OR FIRST BUILDING ENCOUNTERED. ADDRESS NUMBERS SHALL BE A MIN OF 4" HIGH & 1/2" STROKE ON A CONTRASTING BACKGROUND AT A 06-21-17 GL EXIT EXIT SIGNAGE MAIN ENTRANCE, OR LARGE ENOUGH TO SEE FORM THE STREET/HIGHWAY. ADDRESS SIGN SHALL BE ALL WEATHER. 07-10-17 RK 2. ENSURE THAT BUILDING IS IDENTIFIED WITH SAME STANDARD ADDRESS. BUILDINGS CAN BE NUMBERED, LETTERED, OR 4Q NAMED, BUT MUST BE SAME LABEL AS STAFF ON SITE USES. 4 07-31-17 GL INTERNATIONAL SIGN OF ACCESSIBILITY 3. PROVIDE ONE 2A10BC FIRE EXTINGUISHER FOR EVERY 3000 SQ. FT. 7 TOTAL TRAVEL DISTANCE TO ANY EXTINGUISHER SHALL NOT EXCEED 75'. EXTINGUISHERS SHALL BE MOUNTED NO HIGHER THAN 5' FROM FINISHED FLOOR ALONG NORMAL PATHS OF TRAVEL, SHALL BE READILY AVAILABLE & EASILY ACCESSIBLE. WOMENS RESTROOM 4. DOOR HARDWARE - UNIVERSAL HARDWARE, MODEL #UH40045, ADA COMPLIANT, COMMERCIAL, HEAVY DUTY, CLASSROOM LEVER OR EQUIVALENT ® A HEIGHT OF 34" MIN. TO 48" MAX. TO NOT REQUIRE TIGHT GRASPING, PINCHING, MENS RESTROOM OR TWISTING. 5. EXIT DOORS ARE TO SPACED NO GREATER THAN 50' APART AT BOTH SIDES OF THE LONG SIDE OF THE BUILDING IN LIEU OF FIRE SPRINKLERS PER 2016 CBC 903.2.11.1 6. EXITS SHALL BE DISTINGUISHED & ILLUMINATED PER 2016 CBC. 7. DOORS NOT TO EXCEED OPENING FORCE OF 5 LBS. Z 8. THRESHOLD TO BE 1/2" MAX. HEIGHT Q 9. SLOPE IN THE DOOR LANDING NOT TO EXCEED 2% IN ANY DIRECTION. 10. EXIT SIGNS TO BE INTERNALLY OR EXTERNALLY ILLUMINATED. n 11. TACTILE CHARACTERS ON SIGNS TO BE LOCATED 48" MIN. ABOVE FINISHED FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS & 60" MAX. ABOVE THE FINISHED FLOOR. TACTILE SIGNS SHALL BE ALONGSIDE THE Z DOOR AT THE LATCH SIDE. 12. SEE SHEET ADA2 FOR SIGNS ACCESSIBILITY DETAILS. x W PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES TO 20'X20' MIN TO 20'X20' MIN SAFE DISPERSAL AREA SAFE DISPERSAL AREA REVIEWED FOR SEE SHEET Cl SEE SHEET C1 CODE COMPLIANCE DATE 8-/%. BY 3070 3070 3070 TRUCK DOCK 3070 DOOR DOOR DOOR DOOR �E—E--F—F— ���F—��F—E—� � L F—F—F—F—E—� �F—•E—�E— it 14' ROLL -UP DOOR I 14' ROLL -UP DOOR 00 FE FE FE moi' EXIT EXIT EXIT --� E— F— Lo I MAINTAIN 3 CLEAR IN FRONT I � E�fiT � � � OF ELECTRICAL SERVICES PAINT T z SURFACE OF FLOOR W/ DIAGNAL LINES ® 3' O.C. WITHIN BORDER I OF CLEAR SPACE T T T T T X W ir O r-0 �Ma / ~¢w a ww mo ir L CCL L F— F— -E--> -< >- -< > -<> < > -E—>- < > < > -< )o < > f->- -�>- �E--} -E-} � -fes- -E—� � �—� -E—� -E—} -F—} -�� -�>- -E—} <—} �—>- -E—} �—} �} -E—> -�� �-->- FE N— w ~ m Q O W H- Z O W Xw w� W W LONGEST TRAVEL I DISTANCE 150' i< W cr O 'r M o / SEE SHEET A2 FOR W I � RESTROOMS W TYPICAL FIRE ENGINEERS STAMP W REVISED SIGNAGE LOCATIONS, PATH OF TRAVEL & ELECTRICAL FESSioN9 WSERVICE LOCATION T o a JT 'U C6 250 rn w rn T IVIS-' OSP F aF J o a O T T cr1 O `I'Ci So > O WO / O W --� Q r- U Jr Z J T T w J_ to tm J Lu to 67 DATE: J m Zo T T V�n T TLLo TYPICAL BIN GROUPING 10X10 STACKED 2 HIGH 00 5' FIN Q Q L13 Q I I W En cl� O Z Z CL Q < T T O 2 Q J 1 C.0 O T T T T a ww mo ir L CCL L F— F— -E--> -< >- -< > -<> < > -E—>- < > < > -< )o < > f->- -�>- �E--} -E-} � -fes- -E—� � �—� -E—� -E—} -F—} -�� -�>- -E—} <—} �—>- -E—} �—} �} -E—> -�� �-->- FE N— w ~ m Q O W H- Z O W Xw w� W W LONGEST TRAVEL I DISTANCE 150' i< W cr O 'r M o / SEE SHEET A2 FOR W I � RESTROOMS W TYPICAL FIRE EXTINGUISHER04-04-17 17' � EXIT I EXIT EXIT I � SCALE: �V �r EXIT E-� FE FE FE F= lis 1-0 DRAWN: • 'GL E— < < E— F— E— F E— E— F—< E— F --E— F— F— \ H —� � —� � � X06: 17-5060 3070 3070 3070 3070 SHEET 6 DOOR DOOR DOOR DOOR OF 15 S E S ENGINEERS STAMP W REVISED SIGNAGE LOCATIONS, PATH OF TRAVEL & ELECTRICAL FESSioN9 WSERVICE LOCATION � Nj�_ F2 C6 250 rn w rn T IVIS-' OSP F aF CALSF a O cr1 O `I'Ci So > O WO / O W --� Q r- U Jr Z J Q _ O Z Ov ch w a Q t0 J_ to tm J Lu to 67 DATE: EXTINGUISHER04-04-17 17' � EXIT I EXIT EXIT I � SCALE: �V �r EXIT E-� FE FE FE F= lis 1-0 DRAWN: • 'GL E— < < E— F— E— F E— E— F—< E— F --E— F— F— \ H —� � —� � � X06: 17-5060 3070 3070 3070 3070 SHEET 6 DOOR DOOR DOOR DOOR OF 15 S E S LEGEND Ss SS SANITARY SEWER LINE — - SEWER VENT LINE w w COLD WATER LINE HW HW HOT WATER LINE HW H cad 0 0 0 3 1 1/2- SCH 80 PVC I MAIN FROM EXISTING W W WW W DOMESTIC WELL 3 I N0 %1 WATER PLUM6ING PLAN FILE: 17-5060\dwg\PLAN.dwg 4" C/0 SS 4 SS cn cn *cm N 4" SEWER LINE TO LEACH FIELD BY OTHERS "1 SEWER PLUMBING PLAN ■ • v FILE: 17-5060\dwg\PLAN.dwg NOTES REVISIONS BY 06-02-17 RK 1. ALL WORK SHALL COMPLY WITH THE 2016 CBC & CPC. 06-21-17 GL' 2. LOCATE ALL VTR'S A MINIMUM OF 10'-0" FROM ALL FRESH AIR INTAKES. 07-10-17 RK 3. ROUTE ALL PIPING AS REQUIRED TO MISS STRUCTURAL MEMBERS & FOOTINGS. 4 07-31-17 GL 4. SEWER LINES TO BE 1/4" PER FOOT SLOPE MIN. 5. ALL PUBLIC LAVATORY FAUCETS SHALL HAVE 1/2 GPM RESTRICTORS. 6. VERIFY ALL PLUMBING FIXTURE COLORS & FINISH WITH OWNER. 7. INSULATE ALL WATER & DRAIN PIPING EXPOSED BELOW ACCESSIBLE LAVATORIES WITH "TRUEBRO" OR EQUAL INSULATING DEVICE. 8. ALL HOT WATER & HOT WATER RETURN PIPING SHALL BE INSULATED PER THE SPECIFICATIONS WITH R4 (.25 K FACTOR) MIN. LEVEL TO COMPLY WITH NON-RESIDENTIAL BUILDING STANDARDS. Z 9. PROVIDE WATER HAMMER ARRESTERS AT ALL QUICK CLOSING VALVES. a J CL 0 00 ac m w -� oc W --� HW HW HW HW \ M " \ o \ 3 4 \ 0® \ " \ \ 3 W 34 \ p " 1 1 /2" HW W W W W 1 1 /2" W W co 3 Lo Z N O Q U Lu J o o im Zo a - Q cc c� LL - o Q PERMIT # W 0n/ BUTTE COUNTY DEVELOPMENT SERVICES w REVIEWED FOR — CODE COMPLIANCE � z Z Z — DATE -`g /1 gY �st� a Q w O � � SCALE: 1/2" = 1'-0" ccJ Cfl O NOTE: SEE SHEETS ADA1 & ADA2 FOR FIXTURE ACCESSIBILITY SPECIFICATIONS ACCESSIBLE WATER 30 FOUNTAIN WITH BARRIER PROTECTION 00 � a �f ..a. 18" 3068 3068 DOOR DOOR r--------- I r-------- -1 I ENGINf ERS STAMP 00 I ` I \ r NW FE o I \\� o I n�\� LLI 3 W 0 0 I \ o 48„�\ \ 0 48„ I— — �\ \ _ _ C 250 rn 59„ I I\ 59'. UTILITY SINK sgTF FICA �Fo`,•P I\ 6o»I I � I I I I I l I 6 i I I I I a \ ( 48"I � / t 48"I � I � o M > `° i Lo �` I �� ( I �� I / I z w �;t --t' 1 I —t' I (9 oda w ave Jco ca Uv. co> -N 17'-2" TO ADJ. WALL `" 8'-4" 8'-4" DATE: 04-04-17 VERIFY COLUMN LOCATION SCALE: MUST MAINTAIN PROPER 1/8" = 1'-0" CLEARANCES DRAWN: GL JOB: 17-5060 RESTROOM PLAN SHEET 7 . N /\ SCALE: 1/2" = 1'-0" FILE: 17-5060\dwg\PLAN.dw9 SCALE: 1/2" = 1'-0" 4 OF 15 SH TS -- 17 - ----ter -- - � r � i, ONE LINE DIAGRAM ELECTRICAL CALCULATIONS ELECTRICAL LEGEND NOTES: REVISIONS BY 9 - EXTERIOR WALL PACKS 14' A.F.F. ® 87 WATTS EACH 0.75 AMP ® 120V 1. ELECTRICAL OUTLETS & SWITCHES TO MEET REACH RANGES PER 06-02-17 RK (CONTROLLED BY TIME CLOCK OR PHOTOCELL) LED LOW BAY 96 WATT FlXTURE CBC 118-308. 15" MIN. MEASURED TO THE BOTTOM OF THE BOX 06-21-17 GL & 48" MAX. MEASURED TO THE TOP OF THE BOX. O 8 -LED LOW BAYS 20 A.F.F. ®96 WATTS EACH 0.93 AMP ®120V 07-10-17 RK 2. EMERGENCY LIGHTS &EXIT SIGNS SHALL NOT BE SWITCHED. IN 1 - DOCK SUMP PUMP 3/4 HP 30 1.6 AMPS ® 480V = 1.96 KVA ® 2 BULB T5 ® 25W SURFACE MOUNTED THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL 4 07-31-17 GL MAIN SWITCHBOARD ® 240V = 3.92 KVA SYSTEM SHALL AUTOMATICALLY SUPPLY POWER. THE EMERGENCY 800 AMP 30 ® 120V = 7.84 KVA POWER SYSTEM SHALL, PROVIDE POWER FOR A DURATION OF NOT 277/480V 87 WATT WALL PACK W/ LESS . THAN 90 MINUTES & SHALL CONSIST OF STORAGE BATTERIES, / 200 AMP 3� MSB 800 AMPS 480V EXISTING MAIN SWITCH BOARD INSTALLED AUGUST 2016 ® TIME CLOCK/PHOTOCELL CONTROL UNIT EQUIPMENT OR AN ON-SITE GERERATOR. FUSIBLE 120/208V DISCONNECT IN USE NOW 180 HP ® DRYER = 220 AMPS FEEDER TO STORAGE BUILDING 200 AMPS ®480V EMERGENCY EXIT SIGN & LIGHTING 3 - 3/0COPPER A B C 1 - YO COPPER N 1 - COPPER GRD EMERGENCY EXIT LIGHTING Z Q (3) 3/0 COPPER, TRANSFORMER BREAK DOWN TO FEED 120/208 TRANSFORMER FOR LIGHTS & PLUGS (1) 3/0 COPPER N (1) #4 GRD 277V/480V - 120V/208V L___j 80 CFM EXHAUST FAN � J PANEL SCHEDULE Q. 3KVA - 1 15 AMP 3 POLE SUMP PUMP 1 KVA - 1 20 AMP 1 POLE EXTERIOR LIGHTS J 1 KVA - 1 20 AMP 1 POLE INTERIOR LIGHTS DUPLEX RECEPTACLE 3 KVA - 3120 AMP 1 POLE RECEPTACLES THROUGHOUT BUILDING 1 KVA - 1 20 AMP 1 POLE SCALE POWER V 1 KVA - 1 20 AMP 1 POLE SECURITY POWER/CAMERAS GR GROUND FAULT INTERRUPT A cc 1 KVA ill 20 AMP 1 POLE RESTROOM LIGHTS, FANS, & RECEPTACLES DUPLEX RECEPTACLE IE: 1 KVA = 8.3 AMPS ® 120V V GRD ROD 220 RECEPTACLE FOR DOCK SUMP PUMP ADDED LOAD. 11 KVA = 220 91.3 AMPS ®120/240V & W NOTE: WITH ADDED LOAD MSB ® 50% OF POTENTIAL J W rEl FUSIBLE DISCONNECT 277V/480V - 120V/208V TRANSFORMER ® 200A ELECTRICAL SUB PANEL TO EXISTING 800AMP 480V MSB \ • 00 N Lo /� _. I m • l` : Z I\ - \ — J cn o c� w i \ LO a • � ac � SCALE I \ Q o 1-20 AMP _ CIRCUIT \ \ TYPICAL SECURITY EQUIPMENT Q CONDUITS UNDER SLAB 0 • F - i \ to z i 0 z - \ CL Y \ PERMIT # O ' \ BUTTE COUNTY DEVELOPMENT SERVICES � _I REVIEWED FOR \ CODE COMPLIANCE Q_ cfl \ DAT - - _. BY c:) ES 8 /%-. I \ � I - \ \ ENGINEERS \ STAMP \ e ss/oN 9 IG \ w m I \ ' ELECTRICAL DESIGN \ PAT BECK ELECTRIC M \ \ 1243 NORTHWOODS DRIVE rn YUBA CITY, CA 95991 Q j rn � \ -o W< \ \ (530)713-9640 oho w LIC# 690126 J a- \ _ co I �a • DATE: VNIJ \ 04-04-17 SCALE: 1/8 -_ 1-0 - - DRAWN: GL JOB: JOB: 17-5060 SHEET_ OF 15 S E TS FLOOR OR GROUND SURFACES (11B-302) HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE .OF THE PARKING SPACES FIXTURE. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR IN ANY REVISIONS BY GENERAL SHALL BE STABLE, FIRM, & SLIP RESISTANT & SHALL COMPLY „ POSITION, MAY ENCROACH INTO THE TURNING SPACE BY 12 MAX. 06-02-17 RK CARPET: CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED & SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE,' LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2" MAX. EXPOSED EDGES OF n in x n6 ' 60 (5) MIN. IDENTIFICATION SIGN -°- �� BLUE ACCESS _ EXCEPTION: WHERE THE TOILET ROOM IS FOR INDIVIDUAL USE & A CLEAR FLOOR SPACE COMPLYING WITH 11 B-305 SIZE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED 06-21-17 GL CARPET SHALL BE FASTENED TO FLOOR SURFACES & SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE x AISLE w FOR ANY FIXTURE BORDER c� �.4IE; 1:48 (2.08%) z �' MIRRORS: MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION IIB -303 I I w Q MAX. SLOPE IN ANY WITH THE BOTTOM EDGE -07-10-17 RK a- VAN CAR N DIRECTION OF. THE REFLECTING SURFACE 40" MAX. ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE 4 07-31-17 GL CARPET — _ — — — — - a LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35" I I n � z MAX. ABOVE THE FINISH FLOOR OR GROUND �/2" FiIIIIIIIIIIIIIIIIII4 60 MIN. L HATCHED LINES D COAT HOOKS, SHELVES & MEDICINE CABINETS: COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH JIIIIIIIIII MAX. — —, — — 36 MIN. PARALLEL ® 36 O.C. w Q cr a RANGES SPECIFIED IN 118-308. SHELVES SHALL BE LOCATED 40 MIN. & 48 MAX. ABOVE THE FINISH FLOOR. MAX. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44" MAX. ABOVE THE FINISH PAD FORWARD wo INTERNATIONAL AR KING ® FLOOR ACCESSORIES: WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE OPENINGS: OPENINGS IN FLOOR OR GROUND SHALL NOT ALLOW PASSAGE OF A SPHERE MORE - KNEE &TOE CLEARANCE (11B-306) SYMBOL OF PROVIDED IN TOILET FACILITIES AT LEA N F H ST ONE 0 EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. .SURFACES THAN 1/2" DIAMETER. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS GENERAL WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE ACCESSIBILITY WHITE LETTERING ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40 MAX. ABOVE THE FINISH FLOOR OR TURNING SPACE, THE SPACE SHALL COMPLY WITH 11B-306. ADDITIONAL SPACE SHALL NOT BE 36"x36" MIN. 12" MIN. HEIGHT EXCEPTION: BABY CHANGING TABLES ARE NOT REQUIRED TO COMPLY PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR FLOOR OR PERPENDICULAR PARKING WATER CLOSETS (118-604) DOMINANT DIRECTION OF TRAVEL GROUND SPACE OR TURNING SPACE TOE CLEARANCE: 60" ( 5' MIN. IDENTIFICATION SIGN GENERAL WATER CLOSETS & TOILET COMPARTMENTS SHALL COMPLY WITH 118-604 LOCATION THROUGH 118-604 TOILET COMPARTMENTS GENERAL: SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND & 9" ABOVE THE� EXCEPTION: WATER CLOSETS & TOILET COMPARTMENTS FOR CHILDREN'S USE SHALL BE PERMITTED TO FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE & SHALL COMPLY COMPLY WITH 1113-604 WATER CLOSETS & TOILET COMPARTMENTS FOR CHILDREN'S USE MAXIMUM DEPTH: TOE CLEARANCE SHALL EXTEND 25"y MAX. UNDER AN ELEMENT. BLUE o< LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR & TO ONE SIDE. EXCEPTION: TOE CLEARANCE SHALL EXTEND 19 MAX. UNDER LAVATORIES REQUIRED TO BE BORDER ,o_p, THE CENTERLINE OF THE WATER CLOSET SHALL BE 17" MIN. TO 18" MAX. FROM THE SIDE WALL OR PARTITION, LONG DIMENSION PERPENDICULAR ACCESSIBLE BY SECTION 116-213 LAVATORIES ACCESS 9 pG ��ri WATER CLOSETS SHALL BE ARRANGED FOR ALEFT -HAND OR RIGHT-HAND APPROACH TO DOMINANT DIRECTION OF TRAVEL MINIMUM REQUIRED DEPTH: WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR / AISLE FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17" MIN. UNDER THE ELEMENT. - HATCHED LINES EXCEPTIONS: THE TOE CLEARANCE SHALL EXTEND 19" MIN. UNDER SINKS REQUIRED TO BE 0 36" O.C. CAR so <,, J ACCESSIBLE BY SECTION 11B-212 SINKS. THE TOE CLEARANCE SHALL EXTEND 19 MIN. G MAX. 9nyo� NOTE: 1:48 (2.08%) << F In UNDER BUILT-IN DINING & WORK SURFACES REQUIRED TO BE ACCESSIBLE BY SECTION O VAN y MAX, SLOPE IN ANY 1 2" / Mme' 11 B-226 GENERAL ADDITIONAL CLEARANCE: SPACE EXTENDING GREATER THAN 6" BEYOND THE AVAILABLE KNEE CLEARANCE �o�F DIRECTION OG ® AT 9" ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCES Z� �0 „ - cn _ CHANGES IN LEVEL (118 303) WIDTH: TOE CLEARANCE SHALL BE 30" WIDE MIN. 0\�� `l� OPTIONAL EXTENSION OF 17" MIN. W Q kP, c,` Q 18 MAX. GENERAL WHERE CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR GROUND SURFACES, THEY SHALL COMPLY yo2�` ACCESS AISLE MARKING V WITH 118-303 �� VERTICAL- CHANGES IN LEVEL OF 1 /4 HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL &WITHOUT EDGE :TREATMENT - - - - - - - _ - - - - (- � • I z I z F y INTERNATIONAL SYMBOL OF CLEARANCE: CLEARANCES AROUND WATER CLOSETS & IN TOILET COMPARTMENTS SHALL COMPLY " SIZE: CLEARANCE AROUND A WATER CLOSET SHALL BE 60 MIN. MEASURED PERPENDICULAR FROM THE SIDE " w n WALL & 56 MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. A MIN. 60 WIDE & 48 DEEP V W Q 0 1/4" ( I 2 ACCESSIBILITY WHITE LETTERING MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET MAX. I I M 36 x36 MIN. 12 MIN. HEIGHT ANGLED PARKING 56 MIN. _ _ rn rn �- L - - - - - - - - - - FLOOR OR GROUND SURFACES: PARKING SPACES & ACCESS AISLES SERVING THEM SHALL COMPLY WITH 118-302. BEVELED: CHANGES IN LEVEL BETWEEN 1/4" HIGH MIN. & 1/2" HIGH MAX. SHALL BE BEVELED WITH A SLOPE 6" MAX. 17"-25" 6" MAX. 19" MAX. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT STEEPER THAN 1:2 1 2" ELEVATION PLAN ELEVATION PLAN ELEMENT LAVATORIES NOT PERMITTED EXCEPTION: SLOPES NOT STEEPER THAN 1:48 (2.08%) SHALL BE PERMITTED VERTICAL CLEARANCE: PARKING SPACES, ACCESS AISLES & VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A CLEARANCE VERTICAL CLEARANCE OF 98" MIN. KNEE CLEARANCE: ----- IDENTIFICATION: PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY = DOOR PERMITTED GENERAL: SPACE UNDER AN ELEMENT BETWEEN 9" & 27" ABOVE THE FINISH FLOOR OR GROUND SHALL COMPLYING WITH 118-703 SYMBOLS OF ACCESSIBILITY, FINISH &CONTRAST. SIGNS IDENTIFYING VAN PARKING TO SWING OVER RAMPS: CHANGES IN LEVEL GREATER THAN 1/2" HIGH SHALL BE RAMPED, & SHALL COMPLY WITH 11B-405 BE CONSIDERED KNEE CLEARANCE &SHALL COMPLY SPACES SHALL CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH THE DESIGNATION "VAN HATCHED PORTION OR 118-406 EXCEPTION: LAVATORIES REQUIRED TO BE ACCESSIBLE SECTION 11 LAVATORIES, ACCESSIBLE." SIGNS SHALL BE 60" MIN. ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE OF MANEUVERING - WARNING CURBS: ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN A VERTICAL DIMENSION BETWEEN WALKS, SPACE BET ABOVE THE FINISH FLOOR ORR CONSIDERED BETWEEN 9 & 29 GROUND, SHAALLLL BE B BOTTOM OF THE SIGN I SPACE SIDEWALKS OR OTHER PEDESTRIAN WAYS & ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY . EXCEPTION: SIGNS LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE A MIN. OF 80" ABOVE THE FINISH n WARNING CURBS AT LEAST 6 IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE KNEE CLEARANCE MAXIMUM DEPTH. KNEE CLEARANCE SHALL EXTEND 25 MAX. UNDER AN ELEMENT AT 9 ABOVE THE FLOOR FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN — — — — — l� — — „ 48 MIN. EXCEPTIONS: A WARNING CURB IS NOT REQUIRED BETWEEN A WALK OR SIDEWALK & AN ADJACENT & SIZE: PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MIN. AREA OF 70 SQUARE 0 STREET OR DRIVEWAY. A WARNING CURB IS NOT REQUIRED WHEN A GUARD OR HANDRAIL IS n n FINISH FLOOR OR GROUND MINIMUM REQUIRED DEPTH: WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A INCHES MINIMUM FINE: ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF OVERLAP: THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE PROVIDED WITH A GUIDE RAIL CENTERED 2 MIN. & 4 MAX. ABOVE THE SURFACE OF THE WALK n n CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 DEEP MIN. AT 9 ABOVE THE FINISH ACCESSIBILITY SHALL STATE MINIMUM FINE $250 WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, Lf') OR SIDEWALK n n FLOOR OR GROUND, & 8 DEEP MIN. AT 27 ABOVE THE FINISH FLOOR OR GROUND LOCATION: A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE &CLEARANCES REQUIRED AT OTHER FIXTURES, & Oi TURNING SPACE (118-304) EXCEPTIONS: AT LAVATORIES REQUIRED TO BE ACCESSIBLE BY 11B-213 LAVATORIES, THE KNEE SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED Z GENERAL SHALL COMPLY FLOOR OR GROUND SURFACES: FLOOR OR GROUND SURFACES OF A SPACE SHALL COMPLY WITH CLEARANCE SHALL BE 27" HIGH MIN. ABOVE THE FINISH FLOOR OR GROUND AT A DEPTH OF 8" MIN. INCREASING TO 29" HIGH MIN. ABOVE THE FINISH FLOOR OR GROUND AT THE FRONT PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END THE PARKING WATER CLOSET CLEARANCE" MIN. & 19 " MAX. SEATS: THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 J Q O Q V .TURNING OF SPACE MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. SEATS�� 118-302. CHANGES IN LEVEL ARE NOT PERMITTED EDGE OF A COUNTER WITH ABUILT-IN LAVATORY OR AT THE FRONT EDGE OF A WALL- MARKING: EACH ACCESSIBLE CAR &VAN SPACE SHALL HAVE SURFACE IDENTIFICATION COMPLYING WITH SHALL BE 2 HIGH MAX. N . J EXCEPTION: SLOPES NOT STEEPER THAN 1:48 2.08% ( ) SHALL BE PERMITTED MOUNTED LAVATORY FIXTURE. AT DINING & WORK SURFACES REQUIRED TO BE ACCESSIBLE BY EITHER OPTION BELOW GRAB BARS: GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 118-609. GRAB BARS SHALL 8E PROVIDED ON O SIZE: TURNING SPACE SHALL COMPLY WITH CIRCULAR SPACE OR T -SHAPED SPACE 11B-226 GENERAL, KNEE CLEARANCE SHALL EXTEND 19" DEEP MIN. AT 27" ABOVE THE -THE PARKING SPACE SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY TO THE SIDE WALL CLOSEST THE WATER CLOSET ON THE REAR WALL. WHERE SEPARATE GRAB BARS ARE ui CIRCULAR SPACE: THE TURNING SPACE SHALL BE A SPACE OF 60" DIAMETER MIN. THE SPACE SHALL FINISH FLOOR OR GROUND COMPLYING WITH 118-703 SYMBOLS OF ACCESSIBILITY, SYMBOLS, INTERNATIONAL SYMBOL OF _ REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, AN L SHAPED GRAB BAR MEETING THE M J BE PERMITTED TO INCLUDE KNEE &TOE CLEARANCE COMPLYING WITH 118-306. CLEARANCE REDUCTION: BETWEEN 9" & 27" ABOVE THE FINISH FLOOR OR GROUND, THE KNEE ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND A MIN. 36" WIDE BY 36" HIGH. THE CENTERLINE DIMENSIONAL REQUIREMENTS OF SECTIONS 118-604 GRAB BARS, SIDE WALL & 11B-604 GRAB BARS, REAR W Z c)OF T -SHAPED SPACE: THE TURNING SPACE SHALL BE A T -SHAPED SPACE WITHIN A 60" SQUARE MIN. CLEARANCE SHALL BE PERMITTED TO REDUCE AT A RATE OF 1" IN DEPTH FOR EACH 6" IN HEIGHT THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A MAX. OF 6" FROM THE CENTERLINE WALL SHALL BE PERMITTED Q WITH ARMS & BASE 36 WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12" " EXCEPTION: THE KNEE CLEARANCE SHALL NOT BE REDUCED AT BUILT-IN DINING & WORK OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE & ITS LOWER n n SIDE WALL: THE SIDE WALL GRAB BAR SHALL BE 42 LONG MIN. LOCATED 12 MAX. FROM THE REAR WALL MIN. IN EACH DIRECTION &THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 MIN. THE SPACE SURFACES REQUIRED TO BE ACCESSIBLE BY 11 B-226 GENERAL CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH n „ &EXTENDING 54 MIN. FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 MIN. IN FRONT OF w C� SHALL BE PERMITTED TO INCLUDE KNEE &TOE CLEARANCE COMPLYING WITH 118-306 ONLY AT THE WIDTH: KNEE CLEARANCE SHALL BE 30" WIDE MINIMUM -THE PARKING SPACE SHALL BE OUTLINED OR PAINTED BLUE & SHALL BE MARKED WITH AN THE WATER CLOSET �� a O END OF EITHER THE BASE OR 1 ARM INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 118-703 SYMBOLS OF ACCESSIBILITY, 54 MIN. U-Q Q 8" MIN. 8" MIN. SYMBOLS, INTERNATIONAL SYMBOL OF ACCESSIBILITY A MINIMUM 36" WIDE BY 36" HIGH IN WHITE _ Q 60" MIN. OR A SUITABLE CONTRASTING COLOR. THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF 12 MAX. 42�� MIN. Q - - - - - - - -7 - _ - _ _ _ _ _ - - - _ ACCESSIBILITY SHALL BE A MAX. OF 6" FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE & ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE RELATIONSHIP TO ACCESSIBLE ROUTES: PARKING SPACES & ACCESS AISLES SHALL BE DESIGNED SO THAT CARS & M " 24 MIN. z It Q W �/ En Z ? I _ I VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES O o Q, �' N I M Z a, ARRANGEMENT: PARKING SPACES & ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM 011) _ a z M J - - - - _ J L - - - - ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING M M C3 7.. 11" MIN. 25" MAX. 11" MIN. 19" MAX. SPACE IN WHICH THEY PARKED Q o WHEEL STOPS: A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES cc J coLE z EVATION PLANLE EVATION PLAN ADDITIONAL SIGNAGE: AN ADDITIONAL SIGN SHALL BE POSTED EITHER; REAR WALL: THE REAR WA GRAB BAR SHALL BE 36" LONG MIN. &EXTEND FROM THE CENTERLINE OF THE ELEMENT LAVATORIES IN A CONSPICUOUS PLACE AT EACH �� n WATER CLOSET 12 MIN. ON ONE SIDE & 24 MIN. ON THE OTHER SIDE ENTRANCE TO AN OFF-STREET PARKING FACILITY OR IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING EXCEPTIONS: THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 LONG MINIMUM, CENTERED ON p N BASE L_ PARKING SPACES (118-502) GENERAL CAR & VAN PARKING SPACES SHALL COMPLY. WHERE PARKING SPACES ARE MARKED WITH LINES, WIDTH & VISIBLE FROM EACH PARKING SPACE " n SIZE: THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 WIDE BY 22 HIGH THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36" MIN. DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET. WHERE AN ADMINISTRATIVE _ - MEASUREMENTS OF PARKING SPACES &ACCESS AISLES SHALL BE MADE FROM THE CENTERLINE OF THE LETTERING: THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MIN. HEIGHT OF 1" THE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT 12" MIN. 36" MIN. 12" MIN. MARKINGS FOLLOWING: CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE EXCEPTION: WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLE, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE " UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA DOOR SWING: DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES DEFINING THE PARKING SPACE OR ACCESS AISLE DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR 36" MIN. CLEAR FLOOR OR GROUND SPACE VEHICLE SPACES: CAR & VAN PARKING SPACES SHALL BE 216" (18') LONG MIN. CAR PARKING SPACES SHALL BE PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. CE ,(118-305) GENERAL- SHALL COMPLY 108" (9') WIDE MIN. & VAN PARKING SPACES SHALL BE 144" (12') WIDE MIN., SHALL BE MARKED TO DEFINE TOWED VEHICLES MAY BE RECLAIMED AT: " 24" MIN. 12" MIN. FLOOR OR GROUND SURFACES: FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL THE WIDTH, & SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH 11 B-502 ACCESS AISLE OR BY TELEPHONING PERMIT # COMPLY WITH 118-302. CHANGES IN LEVEL ARE NOT PERMITTED EXCEPTION: VAN PARKING SPACES SHALL BE PERMITTED TO BE 108" (9') WIDE MIN. WHERE THE ACCESS AISLE IS 96" (8') WIDE MIN.BUTTE BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART F 0 COUNTY DEVELOPMENT SERVI _S EXCEPTION: SLOPES NOT STEEPER THAN 1:48 (2.08%) SHALL BE PERMITTED THE SIGN Z ¢ TRANSFER REVIEWED FOR • SIZE. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 MIN. BY 48 MIN. SIDE CODE COMPLIANCE 48" MIN. DRINKING FOUNTAINS (11B-602 GENERAL DRINKING FOUNTAINS SHALL COMPLY WITH 11 B-307 & 11 B-602 DATE v v ,60" X96" (5) MIN. (8) MIN. CLEAR FLOOR SPACE: UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 118-305 to to POSITIONED FOR A FORWARD APPROACH & CENTERED ON THE UNIT. KNEE &TOE CLEARANCE COMPLYING WITH ENGINEERS STAMP VAN CAR o VAN CAR 118-306 SHALL BE PROVIDED_ z I I - v EXCEPTION: A PARALLEL APPROACH COMPLYING WITH 11 B 305 SHALL BE PERMITTED AT UNITS FOR FLUSH CONTROLS: FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS ES S/ N 144" 108" i� 108" 108" CHILDREN'S USE WHERE THE SPOUT IS 30 MAX. ABOVE THE FINISH FLOOR OR GROUND & IS 3-1/2 " SHALL COMPLY WITH 118-309 EXCEPT THEY SHALL BE LOCATED 44" MAX. ABOVE THE FLOOR. FLUSH CONTROLS R W� p110, M 12 MIN. 9 MIN. (9) MIN. (9) MIN. MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET L - - - - - -J 0 OPERABLE PARTS: OPERABLE PARTS SHALL COMPLY WITH 11B-309. THE FLOW OF WATER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT MOUNTED OR SIDE MOUNTED & LOCATED WITHIN 6 OF THE DISPENSERS: TOILET PAPER DISPENSERS SHALL COMPLY WITH 118-309 OPERATION & SHALL BE 7" MIN. & 9" MAX. IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE Co 250 a ARKING NO PARKING FRONT EDGE OF THE FOUNTAIN OR AN AUTOMATIC ELECTRONICALLY CONTROLLED DEVICE DISPENSER SHALL BE BELOW THE GRAB BAR 19" MIN. ABOVE THE FINISH FLOOR & SHALL NOTA BE LOCATED KNEE AND TOE CLEARANCE: UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERPENDICULAR PARKING PERPENDICULAR PARKING (EXCEPTION) SPOUT HEIGHT: SPOUT OUTLETS SHALL BE 36" MAX. ABOVE THE FINISH FLOOR OR GROUND BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT s PERMITTED TO INCLUDE KNEE &TOE CLEARANCE COMPLYING WITH 118-306 n n SPOUT LOCATION: THE SPOUT SHALL BE LOCATED 15 MIN. FROM THE VERTICAL SUPPORT & 5 MAX. FROM THE ALLOW CONTINUOUS PAPER FLOW 7" MIN. CIv�L \P. POSITION: UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT FRONT EDGE OF THE UNIT, INCLUDING BUMPERS 9" MAX. of 5 MAX. 15" MIN. �s des J CAR �� CAR �y ® 19 MIN. TO OUTLET o M VAN �j�s VAN .0 Q co 10 Lo ? -- ----I w Q " L 48 MIN. L I I �, 216" (18') /�, J WATER FLOW: THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. & SHALL BE LOCATED 5" MAX. FROM THE FRONT THE LAVATORIES & SINKS (11B-606) m , o w vt w -� o L _ - - p g 1, `�\��' \� a,\�• ��(,\��' \�\�' ? Q� OF UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" OF THE FRONT OF THE UNIT, THE GENERAL LAVATORIES & SINKS SHALL COMPLY CLEAR FLOOR SPACE: A CLEAR FLOOR SPACE COMPLYING WITH 118-305, POSITIONED FOR A FORWARD APPROACH, o o w d V n " 30 MIN. / 191 /� p QP `91 '��`\�' a ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE LOCATED BETWEEN 3" & 5" &KNEE &TOE CLEARANCE COMPLYING WITH 1113-306 SHALL BE PROVIDED _' co m \0$ \�. g6 '1 MAX. FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX. DRINKING EXCEPTIONS: A PARALLEL APPROACH COMPLYING WITH 11B-305 SHALL BE PERMITTED TO A KITCHEN SINK w RWAR ARA FO D P LLEL `�ti ,60 l9 �1 FOUNTAINS FOR STANDING PERSONS: SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS IN A SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED & TO WET BARS. THE DIP (5) MIN. SHALL BE 38" MIN. & 43" MAX. ABOVE THE FINISH FLOOR OR GROUND DEPTH: WALL- & POST -MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE 18" MIN. & 19" MAX. IN DEPTH OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE & TOE CLEARANCES. NO MORE THAN ONE BOWL OF A MULTI -BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE & TOE CLEARANCE �d APPROACH: ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN ANGLED PARKING ANGLED PARKING (EXCEPTION) ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CLEAR FLOOR OR GROUND ACCESS AISLE: ACCESS AISLES SERVING PARKING SPACES SHALL COMPLY WITH 1113-502 ACCESS AISLE. ACCESS PEDESTRIAN PROTECTION: ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO COMPLYING WITH 1113-306 HEIGHT: LAVATORIES & SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER °' SPACE MAY OVERLAP AN ACCESSIBLE ROUTE, UNLESS SPECIFICALLY PROHIBITED ELSEWHERE IN THIS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON PEDESTRIAN WAYS. THE PROTECTED AREA WITHIN WHICH A DRINKING FOUNTAIN IS LOCATED SHALL BE 32" WIDE SURFACE 34" MAX. ABOVE THE FINISH FLOOR OR GROUND DATE: 04-04-17 CHAPTER ACCESS AISLE MIN. & 18" DEEP MIN., & SHALL COMPLY WITH 118-305 MANEUVERING CLEARANCE. WHEN USED, WING WALLS FAUCETS: CONTROLS FOR FAUCETS SHALL COMPLY WITH 11B-309. HAND -OPERATED METERING FAUCETS SHALL SCALE: MANEUVERING CLEARANCE: WHERE A CLEAR FLOOR OR GROUND SPACE IS LOCATED IN AN ALCOVE OR WIDTH: ACCESS AISLES SERVING CAR & VAN PARKING SPACES SHALL BE 60" (5') WIDE MIN. OR BARRIERS SHALL PROJECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN & TO WITHIN 6" REMAIN OPEN FOR 10 SECONDS MIN. NONE OTHERWISE CONFINED ON ALL OR PART OF 3 SIDES, ADDITIONAL MANEUVERING CLEARANCE SHALL BE LENGTH: ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE VERTICALLY FROM THE FLOOR OR GROUND SURFACE EXPOSED PIPES & SURFACES: WATER SUPPLY & DRAIN PIPES UNDER LAVATORIES & SINKS SHALL BE INSULATED DRAWN: G. LUJAN PROVIDED IN ACCORDANCE WITH FORWARD & PARALLEL APPROACH MARKING: ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER. _ TOILET ROOMS (1113 603) OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE FORWARD APPROACH: ALCOVES SHALL BE 36" WIDE MIN. WHERE THE DEPTH EXCEEDS 24" THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAX. OF 36" ON GENERALSINKS TOILET ROOMS SHALL COMPLY GENERA SURFACES UNDER LAVATORIES & PARALLEL APPROACH: ALCOVES SHALL BE 60" WIDE MIN. WHERE THE DEPTH EXCEEDS 15" CENTER IN A COLOR "CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE. THE CLEARANCES: CLEARANCES SHALL COMPLY ADJACENT SIDE WALL OR PARTITION: LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL JOB: 17-5060 WORDS NO PARKING SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS TURNING SPACE: TURNING SPACE COMPLYING WITH 118-304 SHALL BE PROVIDED WITHIN THE ROOM n BE A MIN. OF 18 TO THE CENTERLINE OF THE FIXTURE S E A MIN. OF 12" IN HEIGHT & LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY. ACCESS AISLE OVERLAP: REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES. &TURNING SPACE SHALL BE SINK DEPTH: WHERE A FORWARD APPROACH IS REQUIRED AT A SINK, KNEE &TOE CLEARANCE SHALL BE PRO- MARKINGS MAY EXTEND BEYOND THE MIN. REQUIRED LENGTH PERMITTED TO OVERLAP VIDEO IN COMPLIANCE WITH 118-306 4 Al (SEE DIAGRAMS ON NEXT COLUMN) LOCATION: ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED DOOR SWING: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY CONTINUED ON SHEET ADA2 TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH SHALL O 15 S ETS —T . _ ,. _ _,rrT _r-_ .T . � -- - - - - -- -- - ---- -- , - --- - - - - - - - - - -- -- GRAB BARS (11 B-609) GENERAL GRAB BARS IN TOILET FACILITIES SHALL COMPLY CROSS SEC11ON: GRAB BARS SHALL HAVE A CROSS SECTION COMPLYING WITH 11 B-609 CIRCULAR CROSS SECTION OR 118-609 NON -CIRCULAR CROSS SECTION CIRCULAR CROSS SECTION: GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/4- MIN. & 2" MAX. NON -CIRCULAR CROSS SECTION: GRAB BARS WITH NON -CIRCULAR CROSS SECTIONS SHALL HAVE A CROSS SECTION DIMENSION OF 2" MAX. & A PERIMETER DIMENSION OF 4" MIN. & 4.8" MAX. 4" MIN. - 4.8" MAX. PERIMETER 2" MAX. 2" MAX. SPACING: THE SPACE BETWEEN THE WALL & THE GRAB BAR SHALL BE 1-1/2w. THE SPACE BETWEEN THE GRAB BAR & PROJECTING OBJECTS BELOW & AT THE ENDS SHALL BE 1-1/2" MIN. THE SPACE BETWEEN THE GRAB BAR & PROJECTING OBJECTS ABOVE SHALL BE 12" MIN. EXCEPTIONS: FOR L -SHAPED OR U -SHAPED GRAB BARS COMPLYING WITH 118-609 ALTERNATE CONFIGURATION THE SPACE BETWEEN THE WALLS & THE GRAB BAR SHALL BE 1-1/2" MIN. FOR A DISTANCE OF 6" ON EITHER SIDE OF THE INSIDE CORNER BETWEEN TWO ADJACENT WALL SURFACES z 1 1/2" MIN. 1 1/2" MIN. PROJECTING OBJECTS RECESSED OBJECTS POSITION OF GRAB BARS: GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33" MIN. & 36" MAX. ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE SURFACE HAZARDS: GRAB BARS & ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS & SHALL HAVE ROUNDED EDGES FITTINGS: GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE SPECIFIED LOCATIONS & THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR SPACE STRUCTURAL STRENGTH: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE ALTERNATE CONFIGURATION: L -SHAPED OR U -SHAPED GRAB BARS SHALL BE PERMITTED SIGNS (11 B-703) GENERAL: SIGNS SHALL COMPLY. WHERE BOTH VISUAL & TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL & TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, & ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED PLAN REVIEW & INSPECTION: SIGNS AS SPECIFIED IN THIS SECTION, OR IN OTHER SECTIONS OF THIS CODE, WHEN INCLUDED IN THE CONSTRUCTION OF NEW BUILDINGS OR FACILITIES, OR WHEN INCLUDED, ALTERED OR REPLACED DUE TO ADDITIONS, ALTERATIONS OR RENOVATIONS TO EXISTING BUILDINGS OR FACILITIES, & WHEN A PERMIT IS REQUIRED, SHALL COMPLY WITH 118-703 PLAN REVIEW & 118-703 INSPECTION PLAN REVIEW: PLANS, SPECIFICATIONS OR OTHER INFORMATION INDICATING COMPLIANCE WITH THESE REGULATIONS SHALL BE SUBMITTED TO THE ENFORCING AGENCY FOR REVIEW & APPROVAL INSPECTION: SIGNS & IDENTIFICATION DEVICES SHALL BE FIELD INSPECTED AFTER INSTALLATION & APPROVED BY THE ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY PER CHAPTER 1, DIVISION 11, SECTION 111, OR FINAL APPROVAL WHERE NO CERTIFICATE OF OCCUPANCY IS ISSUED. THE INSPECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFICATION THAT BRAILLE DOTS & CELLS ARE PROPERLY SPACED & THE SIZE, PROPORTION & TYPE OF RAISED CHARACTERS ARE IN COMPLIANCE WITH THESE REGULATIONS RAISED_ CHARACTERS: RAISED CHARACTERS SHALL COMPLY & SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH 118703 703 BRAILLE. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 116-703 INSTALLATION HEIGHT & LOCATION DEPTH: RAISED CHARACTERS SHALL BE 1/32n MIN. ABOVE THEIR BACKGROUND CASE: CHARACTERS SHALL BE UPPERCASE STYLE: CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS CHARACTER PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 60% MIN. & 1109 MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "I" CHARACTER HEIGHT: CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASE UNE OF THE CHARACTER SHALL BE 5/8" MIN. & 2" MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I" RA!5/�8" MIN. AX. STROKE THICKNESS: STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15% MAX. OF THE HEIGHT OF THE CHARACTER CHARACTER SPACING: CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8" MIN. & 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAX. WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16" MIN. & 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAX. AT THE BASE OF THE CROSS SECTIONS, & 1/8" MIN. & 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAX. AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS & DECORATIVE ELEMENTS 3/8" MIN. UNE SPACING: SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135% MIN. & 170% MAX. OF THE RAISED CHARACTER HEIGHT FORMAT: TEXT SHALL BE IN A HORIZONTAL FORMAT BRAILLE: BRAILLE SHALL BE CONTRACTED (GRADE 2) & SHALL COMPLY WITH THIS SECTION & 11B-703 INSTALLATION HEIGHT & LOCATION DIMENSIONS & CAPITALIZATION: BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE & SHALL COMPLY WITH THE TABLE BELOW. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS & NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, & ACRONYMS BRAILLE DIMENSIONS MEASUREMENT RANGE MIN. IN INCHES MAX. IN INCHES DOT BASE DIAMETER 0.059 TO 0.063 DISTANCE BETWEEN TWO DOTS IN THE SAME CELL1 0.100 DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLSI 0.300 DOT HEIGHT 0.025 TO 0.037 DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOWI 0.395 TO 0.400 1. MEASURED CENTER TO CENTER DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS DISTANCE BETWEEN DOTS IN THE SAME CELL 58" MIN. & 60" MAX. ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FROM THE REVISIONS BY AREA OF CENTERLINE OF THE SYMBOL. WHERE A DOOR IS PROVIDED THE SYMBOL SHALL BE MOUNTED R U E WITHIN 1" OF THE VERTICAL CENTERLINE OF THE DOOR 06-02-1 ra%-c MEN'S TOILET FACILITIES: MEN'S TOILET FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL 7 RK 3/8" MIN. TRIANGLE, 1/4" THICK WITH EDGES 12" LONG & A VERTEX POINTING UPWARD. THE TRIANGLE 1/2" MAX. SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK 06-21-17 GL u ON A LIGHT BACKGROUND 07-10-17 RK 3/8" MIN O 4 07-31-17 GL INSTALLATION HEIGHT & LOCATION: SIGNS WITH TACTILE CHARACTERS SHALL COMPLY HEIGHT ABOVE FINISH FLOOR OR GROUND: TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MIN. ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS & 60" MAX. ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS WOMEN'S TOILET FACILITIES: WOMEN'S TOILET FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THICK & 12" IN DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND REFUGE AREA OF REFUGE D z � a oc) co ( V - UNISEX TOILET FACILITIES.• UNISEX TOILET FACIU11ES SHALL BE IDENTIFIED BY A CIRCLE, 1/4" THICK & 12" IN DIAMETER WITH A 1/4" THICK TRIANGLE WITH A VERTEX POINTING UPWARD SUPERIMPOSED ON THE CIRCLE & WITHIN THE 12" DIAMETER. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON LOCATION: WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT m DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND N LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT N HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING W Q TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. BY 18" MIN„ U CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION & 45. OPEN POSITION. WHERE PROVIDED, SIGNS IDENTIFYING PERMANENT ROOMS & U W SPACES SHALL BE LOCATED AT THE ENTRANCE TO, & OUTSIDE OF THE ROOM OR SPACE. WHERE PRO- VIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE ' O DIRECTION OF EGRESS TRAVEL EDGES & CORNERS: EDGES OF SIGNS SHALLBE ROUNDED, CHAMFERED OR EASED. CORNERS EXCEPTION: IN ALTERATIONS WHERE SIGN INSTALLATION LOCATIONS IDENTIFIED IN 11B-703 INSTALLA- OF SIGNS SHALL HAVE A MIN. RADIUS OF 1/8" TION HEIGHT & LOCATION, LOCATION ARE OBSTRUCTED OR OTHERWISE UNAVAILABLE FOR SIGN INSTALLATION, SIGNS WITH TACTILE CHARACTERS SHALL BEPERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS & WITHOUT HOLD -OPEN DEVICES. I 118" MIN. 18" MIN. CENTERED ON TACTILE CHARACTERS VISUAL CHARACTERS: VISUAL CHARACTERS SHALL COMPLY EXCEPTION: WHERE VISUAL CHARACTERS COMPLY WITH 11B-703 RAISED CHARACTERS & ARE ACCOMPANIED BY BRAILLE COMPLYING WITH 118-703 BRAILLE, THEY SHALL NOT BE REQUIRED TO COMPLY WITH 00 11B-703 VISUAL CHARACTERS,A - CASE THROUGH 11 B 703 VISUAL CHARACTERS, HEIGHT FROM FINISH .�. FLOOR OR GROUND, 1113-703 VISUAL CHARACTERS, CHARACTER SPACING & 11B-703 VISUAL CHARACTERS, LINE SPACING FINISH &CONTRAST: CHARACTERS &THEIR BACKGROUND SHALL HAVE ANON -GLARE FINISH. CHARACTERSar Lo - � SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR Z DARK CHARACTERS ON A LIGHT BACKGROUND JQ CASE: CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH Q V STYLE: CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC UE OBU Q SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS Q co CHARACTER PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE W UPPERCASE LETTER "0" IS 60% MIN. & 110 MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "I" J CHARACTER HEIGHT: MIN. CHARACTER HEIGHT SHALL COMPLY WITH THE TABLE BELOW. VIEWING DISTANCE Z SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE .CHARACTER & AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE Q UPPERCASE LETTER "I" EXCEPTION: WHERE PROVIDED, FLOOR PLANS PROVIDING EMERGENCY PROCEDURES INFORMATION IN ACCORDANCE WITH TITLE 19 SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 1113-703 VISUAL Q O CHARACTERS, CHARACTER HEIGHT LL Q Q HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT 40" LESS THAN 72" 5/8" TO LESS THAN OR EQUAL TO „ 5/8", PLUS 1/8" PER FOOT 70" 72 &GREATER OF VIEWING DISTANCE ABOVE 72" GREATER THAN 70" LESS THAN 180" 2" TO LESS THAN OR EQUAL TO 180 „ 2", PLUS 1/8" PER FOOT 120„ &GREATER OF VIEWING DISTANCE ABOVE 1800 O LESS THAN 21' 3” GREATER THAN 120"3", 2 PLUS 1/8- PER FOOT ON A LIGHT FIELD 21 &GREATER OF VIEWING DISTANCE ABOVE 21' HEIGHT FROM FINISH FLOOR OR GROUND: VISUAL CHARACTERS SHALL BE 40" MIN. ABOVE THE FINISH FLOOR OR GROUND EXCEPTIONS: FLOOR -LEVEL EXIT SIGNS COMPLYING WITH CHAPTER 10, SECTION 1011 FLOOR -LEVEL EXIT SIGNS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-703 VISUAL CHARACTERS, HEIGHT FROM FINISH FLOOR OR GROUND. WHERE PROVIDED, FLOOR PLANS PROVIDING EMERGENCY PROCEDURES INFORMATION IN ACCORDANCE WITH TITLE 19 SHALL NOT BE REQUIRED TO COMPLY WITH 11 B-703 VISUAL CHARACTERS, HEIGHT FROM FINISH FLOOR OR GROUND STROKE THICKNESS: STROKE THICKNESS OF THE UPPERCASE LETTER 01" SHALL BE 10% MIN. & 20% MAX. OF THE HEIGHT OF THE CHARACTER CHARACTER SPACING: CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10% MIN. & 35% MAX. OF CHARACTER HEIGHT LINE SPACING: SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135% MIN. & 170% MAX. OF THE CHARACTER HEIGHT PERMIT # SERVICES FORMAT: TEXT SHALL BE IN A HORIZONTAL FORMAT BUTTE COUNTY DEVELOPMENT SER ENGINEERS STAMP PICTOGRAMS: PICTOGRAMS SHALL COMPLY REVIEWED FOR PICTOGRAM FIELD: PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MIN. CHARACTERS & BRAILLE SHALL NOT CODE COMPLIANCE Q FE �oN BE LOCATED IN THE PICTOGRAM FIELD DATE O C6 50 Lu m Z io T C►ViL r,�P F OF cAL1E�� MEN NOT IN - PICTOGRAM FIELD a W It Q 0 SINGLE BRAILLE CELL FINISH & CONTRAST: PICTOGRAMS & THEIR FIELD SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL En 1�— 0� DISTANCE BETWEEN DOTS 0 9 _Z CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM Q IN THE SAME CELL O O O O 2 01 ON A LIGHT FIELD ccQ , rn � J TEXT DESCRIPTORS: PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM >rn T O O O O O O r HEIGHT FROM FINISH FLOOR OR GROUND: VISUAL CHARACTERS SHALL BE 40" MIN. ABOVE THE FINISH FLOOR OR GROUND EXCEPTIONS: FLOOR -LEVEL EXIT SIGNS COMPLYING WITH CHAPTER 10, SECTION 1011 FLOOR -LEVEL EXIT SIGNS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-703 VISUAL CHARACTERS, HEIGHT FROM FINISH FLOOR OR GROUND. WHERE PROVIDED, FLOOR PLANS PROVIDING EMERGENCY PROCEDURES INFORMATION IN ACCORDANCE WITH TITLE 19 SHALL NOT BE REQUIRED TO COMPLY WITH 11 B-703 VISUAL CHARACTERS, HEIGHT FROM FINISH FLOOR OR GROUND STROKE THICKNESS: STROKE THICKNESS OF THE UPPERCASE LETTER 01" SHALL BE 10% MIN. & 20% MAX. OF THE HEIGHT OF THE CHARACTER CHARACTER SPACING: CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10% MIN. & 35% MAX. OF CHARACTER HEIGHT LINE SPACING: SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135% MIN. & 170% MAX. OF THE CHARACTER HEIGHT PERMIT # SERVICES FORMAT: TEXT SHALL BE IN A HORIZONTAL FORMAT BUTTE COUNTY DEVELOPMENT SER ENGINEERS STAMP PICTOGRAMS: PICTOGRAMS SHALL COMPLY REVIEWED FOR PICTOGRAM FIELD: PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MIN. CHARACTERS & BRAILLE SHALL NOT CODE COMPLIANCE Q FE �oN BE LOCATED IN THE PICTOGRAM FIELD DATE O C6 50 Lu m Z io T C►ViL r,�P F OF cAL1E�� MEN NOT IN - PICTOGRAM FIELD a BRAILLE MEASUREMENT POSITION: BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTILINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8" MIN. & 1/2" MAX. FROM ANY OTHER TACTILE CHARACTERS & 3/8" MIN. FROM RAISED BORDERS & DECORATIVE ELEMENTS SCALE: NONE DRAWN: G. LUJAN JOB: 17-5060 S E SEE DIAGRAM ON NEXT COLUMN TOILET FACILITIES GEOMETRIC SYMBOLS: DOORWAYS LEADING TO TOILET ROOMS SHALL BE IDENTIFIEDA A ( ) BY A GEOMETRIC SYMBOL COMPLYING AS SPECIFIED BELOW. THE SYMBOL SHALL BE MOUNTED AT 4 O 15 S ETS L SINGLE BRAILLE CELL FINISH & CONTRAST: PICTOGRAMS & THEIR FIELD SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL o DISTANCE BETWEEN DOTS / — CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM co IN THE SAME CELL O O O O I O 01 ON A LIGHT FIELD 09 cn , rn � TEXT DESCRIPTORS: PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM >rn O O O O O 0 FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH SECTIONS 11B-703 RAISED CHARACTERS, 118-703 w o w m Q v O O 0 0 0 O BLANK CELL SPACE BRAILLE & 118-703 INSTALLATION HEIGHT & LOCATION z o uj SYMBOLS OF ACCESSIBILITY: SYMBOLS OF ACCESSIBILITY SHALL COMPLY a DISTANCE BETWEEN CORRESPONDING DOTS BETWEEN WORDS RAISED DOT FINISH & CONTRAST: SYMBOLS OF ACCESSIBILITY & THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL ON w a V o v m ; FROM ONE CELL DIRECTLY BELOW �0 (OY� A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND v } w O O O� O `/ BASE DIAMETER SYMBOLS: ----- O O O O O O INTERNATIONAL SYMBOL OF ACCESSIBILITY: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL COMPLY WITH THE FIGURE BELOW. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE 67 O O 1_ O `— 0 1 O (O � BACKGROUND. THE COLOR BLUE SHALL APPROXIMATE FS 15090 IN FEDERAL STANDARD 595C DATE: — ` / `J�NO RAISED DOT EXCEPTION: THE APPROPRIATE ENFORCEMENT AGENCY MAY APPROVE OTHER COLORS PROVIDED THE SYMBOL CONTRAST IS LIGHT ON DARK OR DARK ON LIGHT 04-04-17 BRAILLE MEASUREMENT POSITION: BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTILINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8" MIN. & 1/2" MAX. FROM ANY OTHER TACTILE CHARACTERS & 3/8" MIN. FROM RAISED BORDERS & DECORATIVE ELEMENTS SCALE: NONE DRAWN: G. LUJAN JOB: 17-5060 S E SEE DIAGRAM ON NEXT COLUMN TOILET FACILITIES GEOMETRIC SYMBOLS: DOORWAYS LEADING TO TOILET ROOMS SHALL BE IDENTIFIEDA A ( ) BY A GEOMETRIC SYMBOL COMPLYING AS SPECIFIED BELOW. THE SYMBOL SHALL BE MOUNTED AT 4 O 15 S ETS L -TIT- T,, SECTION 5.106 SITE DEVELOPMENT 5.106.1 $to irmwater p oil luitio n p r went io n. Newl�:,congtrucled projeets: which disturb less than one acre of landsh all prevent the pollution of stormwater runofrfrom the 'Construction activities through one or more of the following measures: SA 06. 1.1 L 6 cal o rdii n EI'll ce. .Comply,with a lawful ly enacted stormwater management andfor erosion control ordinance. 5.106 ' 1.2 6 est man agiement 0 ract ices (113 rd P). Prevent the! loss of soil throu gh Wind or water erosion by implementing a n effective c arnblination of e r rosion and sediment -co ntro I and,good housekeeping BMP. 11.i Soil loss BMIP that should be conside'redfor implementation ai:sappropriiate for each project Include, but'are not limited to, the following: a. Scheduling construction activit�. b. Preservation of n'aturalfeatu I res, v egetation'and soil - c . Draina ge swa Ise or line d ditches to c ontrol srto rrrwater flow. d. Mulching or hydroseeding to stablitze disturbed solls., 0., Erosio n c ontrol to prote ct slope 9. f. Protec tion of storm drain inlets (g r@V el bags or c atc h basin 1 nee rts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. I. Stabilized construction exits. J., '.VVihd erosion control. k. Othersoil loss 13MP acceptabletathe enfoming agency. Good housekeeping 9M,P to manage I construction equipment, materials andwastesthat should be considered for implementation as I appr opCiate for each projec t inc: lu de, but are not limited to, the fol lowing: a. Material handlin g.and waste man agerrient. Building materials; stockpile management. c. Management ofwashout areas (concrete, paints, stucco,.etc.). d. Control of veh iclefecluipment fu el in g to contr actor's stag in g area. e. Vehi cl e and equipment cl ean in g performed off site. f. Spill prevention and c ontrol. gi. Ot her hou sekee!pi ng 9 M P ac ceptable to the enforc ing agen cy. 6.406-4 91loyelle paFklniq %f or buildings within the authority,of California Building Standards Commission as:specified in Secti 103, mply yvith Section 5.106. 4.1.,For buildings within the authority of the Division of the State A rchit t U u6ntl� 0 Section 105, complywith Section 5.106.4.2- 5. 6.4.10 i cycle p arking. 113 S C Co ly.with Seclions5.106.4.1.1 and 5.106.4.1.2; ormeet the applicable local ordinan e,Whicheyer 5.10 .1. 1 Sh orl-term bil-cycle parking. [13SC] If the n projecl or an addition or alteration is anticipated to generate v isit Iraffic, provide permahe ly anc hored bicycle rac ks within 200 feet of the visitors' entranc readily visible'to passers-by, or 5 percent of new visitor motoriz ed vehicle pa rkin g space eing added, with a minimum of e 1wo-b ike ca pac ity rac: k. Exception: c1clitions oralterations which, add nine orle visitor vehicular parking spaces. '5406.4A.21-ong-term licycle, parking. F. or new buildings with o r 10 tenant -o ccupants or for addli * hs or alt erations that ad d 10 or more tenant vehic ular parking s ces, prov ide secure bicy cle p king far 5 percent of the! tenant v ehic ular p arki ng spac es be added, with a minimum one I spaic e. Acc e0tab le p ar ki ng fac: ilities shall. beco nvenient from the ot and tha 11 meet the Ilowing: 1. Covered .lockable enclos es with perman tly anchored racks for bicycles; 2.� Lock -able bicycle rooms with rmainen anchored racks; or 3. Lockable, permanently anchored cis lockers. Note �Aclditloinal Infonation on co ended bicycl e accom m oclations m ay b e obta Ined from Sac rarne nto Ar Bicycle clyoc=51 5.106.4.2 Bicycle' 1) 1 arking [DSA -SS ,f orpublicschools and co;munity c eges, comp I IV vvith ct I o ns 6. 10 6. 4.2,1 a n d 5.10 6, C2.2. 5.1106.42.11IShort-term1blicy eparking. P.Tovide permanently anch ed bicycle rackswithin 260fee fthe student entrance, readily visible to passers-by, for 5 pe rc �of the student population based the total occupant load of the campuswith a minirnu f one 1wo-bike capacity rac k. S. 106.4.2.2 Long-te n hilcycle parkil ng. Provide secure bic cle parking for 5 percent of employees, based on e total n umbe r of ,motorized ve hic I parking cap acity I n th e st aff pa Wing lot, with a minim m of, on e spa ce. A ccept able bic le parki ng facilities shall be c o rw e nient from the street o staff,parkin g area and shall meet o of the f ol [owing: C ered. lockable enclosures: with permanently anchored racks for bi cles; 2. ockable bicycle rooms with permanently anchored racks; or Lockable, Permanently anchored bicycle lockers_ 5.1 .5.2 Designated p-awking. I n eW projects o r ad dilions or alterations th at add 10 o r more Wehi cular parking spac I es, prov id signated parking for any combination of low -emitting, fuel-efficient and carpool/van pool vehlel as ollows, TABLE 5.106.5.2 JOT AL NUF48ER NUMBER �AC OF P ING'SPACES OF REQUIRE ACES E S .5.301.1 Scope. 10-25 26-50 9 51-75 �6 T6-1 00 8 .Separate submeters ormetering devices shall be Installed1for the uses described in Sections 5303.1.1 and 151-200 16 9 pe rc ent of total 5.1016. Parking stal I marking. t, in the pa lnl used for stall striping, the following characters suc h that the I edge ofthe last Word alig ns W1 e hit last word aligns with the end of the stall striping and is visible:beneath a parkadvehic CLEAN Al R] VAN P 0 OUEV Note: Vehicles- bear,ing Clean Air Velhicle stickers from expired HOY lane program5 m I ay be considered eligible for designated parking spaces., 5.106.8 Light poillifftion redtiction. [N] Outdoorlighting systems shall be designed and installed to comply withthe following, 1. The minimum requirements in the Cafifornia EnergyCode for Lighting Zones 1-4 as defined in Chapte r 10 of t he Californi a Administrative Cod e, and 2. Backlight,'Uplight and Glare (9UG) ratingsas defined in IES TIVI-11 5-11; and a Allowa ble BUG r a ting s; n . ot excee din g t hos e sh o wn in Table 1 6.106.9, a'r Comply with a loc: all ordinance lawfully enacted pu rsuant t o Section 101.7, whichever is more stringent. Exq'eptions; EN] Luminairesthat qualify as exceptions in Section 147 of the Cafffornj:e Energy Code - Emergency lighting. Note: [N] Sea.also Gaffror*a Buildng QocL-, Chapter 12, Section 1205.6forc ' ollege camp us 11gling requirennents- for parking fa ci litles and walkways. TABLE 5.10&8 [NJ WAXIFAU10 ALLOWABLE BACKLIG HToUPLIG HTAINID GLARE (13UG)'RATINGS1o2 LIGHTING LIGHTING LIGHTING LIGHTING BASELINE FLOWRATE DURATION USES ZONIE zor4l= ZO"E ALLOWABLE RATING 1 2 3 4 .. . . ... .... X 11111 In �Ml�iwa,ibi e" B Ackligli�t,, 1 X LW atory faueets, Lu minalre greater, than 2 mounting heights (N H) from propeqy line No Limit . No Limit No Limit No Limit Lu rninaire bac k hernisphere is 1 - 2 M H from Replacement aerators Property line! 02 e3 B4 B4 Lu minaire bac k hemisphere is 0. 5 - 1 N H from Washfountains property line el E32 93 D3 �Luminalre back hemisphere isless than 0.5 MH X M eterin g faucets for wash from nrope!V line B0 90 el 'A 11114WW&� UpIl 111'111 J n X ra*q y ta n k-ty p e 'wat e r . 4 , 1 1 male X closets Fdr area lia htinci For all otheroutdoor lighting. including U0 U0 U0 U0, decorative luminaires U11 U2 U3 U 4 7 ,, " :7 7, 1-1 , lv'�Iz 1.-�, � , - "k- 77, 7 7 7 ��, 4' Ak i W416, - are,kiM 3 fernale 7 77777 p FLuminaiLej p a line 2j 01 02 Q� Q 4 Lu m i na ire fro nt h emisp h e re is 1 - 2 M H, ft om 3 female Electromechanical hydraulic property line 00 Gi 0. 1 G2 Luminaire Triont hemisphere is 0.5 -1 MH from 9 female Urinals 0. 5 9AI lo ns/flush 1 flush X Fixture!'VVdterUze"=Flowrde x Durationx Coccupard:sxl)ailly=�T property line! GO GO G1 G1 Luminalre back hemisphere I* le5s than 0.5 10 H I Use WorksheeiVVSA to calculate bas'ellne vMer use. TABLE 5.303.2.3 WA TER RE DU C TI ON FIXTURE F L OW RA TES FIXTURE TYPE from'properLy line GO I GO Wash fountains 1,8 [rim space (in.)120 gprn 60 psi] 1 . I E SPJ A L ighting Zonee0andS are notapplicable; referto Lighting lones aseletned int1he Cigifarpia Energy,Code andChapterlOofthe Caftrnh? A dmh,?istrat�ve, Code., 2, For propetty linesthat abLA public volk %-%ays, bikevoys, plazas and parking lotsthe pmperty line maybe, considered to be:5 feet lboyondtho actual property lina for purpose of claterm ining com plianca Wth this section. For property lines that abuit public road voys and public transit cord clorsi the proped y I ine may be -considered to be the centerline of the public road" y or public transit corridor br ihe purpose of determining com 'liance Wth ihi s P sedion. 3. 1 f the nearest property li no is lass than or,equal to t%,Ao mo unting heights from the back hemi sphare of the �l urninaire distributio n, the appl icable reduced Backli ght rating shall be rn et. 4, General ligHing lum inaires in areas SU ch as autdoor parkin'g, :mles ordorage I otS S'hall Meet ihese recluced reilings. Deco refti Yejum ina ires locate d in ihese areas shall meet U -value liMIRS -br, 11 all other aWdoor ligHing." S. If the nearest property line is less t1han or equal to tm m16untinq heights frorn the front hem isp I here of the furn i na ire di strii buiti on. th e ap pli ca ble re d uced G la re rati n g shal I be m et. 5.106.10 Grading and pming. Construction plains -shall imclicate how site grading or a drainage systern will rnanage all surface waterflows to like elp wate r fro rn e nte r in g b ui Id in gs. Exa rn pi es; of metho ds t o m ana ge s urface wal e r include,: but are not I! rnit e d t o, Ih f o Ilowin g: Swales. .2. Water collection and disposal systems., I French drains. 4. Water retention gardens. 5. Othi?'rwater measuresvvhi I ch keeps I urface water I away from bui Idin gs an I d a I I d in gro , un dwater recharge. Exception: Additions and alterations not alterling the drainage path. Division 5.2 - ERERGY EFFICIERCY SECTION 5.201 GENERAL 5.201.1 Sc'ope [BSCJ.,CalifotnIa Energy Code IDSA -SS]. Forthe purposes.of mandatory energy efficiency standard:sin this code, the California Energy Commission will continueto adopt mandatory building standards. Division 5.3 - WATER EFFICIEMCYAND CONSERVATION SECTION 5.3011, GENERAL .5.301.1 Scope. The proyisions of this chapter shall establish the means of conservingwaler used indoors, outdoors and in wa steyvat ar c o nv ey a n c e. SECTION 5.303 INDOORWATER USE .Separate submeters ormetering devices shall be Installed1for the uses described in Sections 5303.1.1 and 5303.1,2. 5.303.1.1 New buildings or additions in excess of 50�000 stitiarefeet. Separate submeters'shall be installed as follows,. 1, For each individual leased, rented, or othertenant space within the building projected to, c onsume more than', 100 ga Ilday (380 L/day), inc lu ding, but not linnit ed to, s pac es used for 120 ndry or cl ean ers, restaurant o -r foo d se rvice. rinedi cal or d ental off ic e, lab oratory, o r he autV salon or barber shop., .2. Where separate submeters for individual buildingtenants are unfeasible, forwater suppliedto the following subsystems: a. Makeup water for cooling towers where flow through i:s greaterthan 500 gpm(30 Us). ,b. Makeup waterforevapora9fe coolers greaterthan 6 gpm (0.04 Lis), c;. Steam and hot-water boilers with anergy input more than 500,000 Btu/ h (147 kvv). 5.303. 12 Excess con sumptil on. A separate submeter or metering device shall be provided for any tanant within a newbuilding or within an additio'n that is projected to co nsu me more than 1, , 000 gaVday. 5.303.2 V%Wer Feduction. Plumbing ftKtures shall meet the maximum flow rate values shown in Table 5.303.2.3. Exception: Buildings that demonstrate 20-percerTt overall water.use reduction. In this case, a calculation dernon*trating a 2C�-percent recluction in. the building "water use basellne,"as e statili she d in �Tabl e 5.3 03.2.2, s hall be p rovid ed. TABLE 5.303.2.2 WATERUSE 13ASELINE3 DAILY 2 FIXTURE TYPE BASELINE FLOWRATE DURATION USES OCCUPANTS 2a 6 h owe rh e'a d s 2. 0 gpm 8 0 p -,,i 5 min. 1 X LW atory faueets, 2b Kitchen faucets 2-2 gpm 60 psi 4 min. Replacement aerators 2.2 gpm 60 psi X 2.2 frimspace (in.)Y20 gpm @ Washfountains 61D psi] X Meteringfaucets 0-25 gaillon9cycle .25 min. X M eterin g faucets for wash .25 [rim space (in.)Y20 gpm @ fo untains 60 psi] .25 min. X ra*q y ta n k-ty p e 'wat e r 1.29 gallonstflush 1 flush , 1 1 male X closets 3 female Flusho meter ta nkvvate!r 1.20 g2lIbns1flush 1 flush 1 male X closets 3 fernale Flushometerv2lve water 1.28 gallonstrlush 1 flush . 1 male 1 closets 3 female Electromechanical hydraulic 1.29 gallon&fflush 1 fl ush 1 ,male X water closets 9 female Urinals 0. 5 9AI lo ns/flush 1 flush X Fixture!'VVdterUze"=Flowrde x Durationx Coccupard:sxl)ailly=�T 1. Tho clailyuse number'shall be increasocito three if urinalsare not installed inthe room. 2. Refer to Table A- Chapter 4, Ceffornia Plum&.*g Code. for occupam load faciors. a. Shover use by occuparAs depends on the type of use of a building or portion of a building, e.g., total oocupar� land 1br a health club, W only a froation of the in an office building as determined by the 6 ntici pated num ber of u sers. lb. N onre sidentia I k itche n fauc et u so Is clete rm ine d by the occup ant I oad o f the area serve d by the fxture. I Use WorksheeiVVSA to calculate bas'ellne vMer use. TABLE 5.303.2.3 WA TER RE DU C TI ON FIXTURE F L OW RA TES FIXTURE TYPE MAXIMUM FLOWRATE Xitchen faucets 1.8 opm Q 60 psi Wash fountains 1,8 [rim space (in.)120 gprn 60 psi] Metering faucets 0.20 gallonsicycle Metering faucets .20frim spar, -e (in. )120 gpm @ 60 psi] for wash fountains 5.303.2.1 Areas of addition or �alleiration. Forthose occ:upancies withinthe authority ofthe California Building Standards Commission as specified in Section 103, the prQyl*!Qn$ of S ection 5.303.2 and Section 5203.� shallapply to nevv f ixtures in addit ions or ar eas of alterat ion to the bull ding. 5.303.3 Wateir conserving plumbing fixtures and fittings. Plumbing fixtures (Water closets and urinals) and fittings (faucets and shovverheads) shall comply with the following: 5.303.3.1 Wader closets. The effective flus:h volurne,of all water closets shall not exceed 1.28 gallons per flush. Tank -type water' closets sha'll be c:ertified to the performance criteria of the U.S. EPA WaterS ense Specific ation for Tank -Type Toilets. Note: TFF-e--ffective flushvolume.of dualflush toilets is defined as the composite, average flush volume of two reduced flushes and one,full flush. 5303.3.2 Urinals. The effeclive flush volurne of urinals shall.not exceed 0.5 gallons; perflush. 5303.3.3 Showedjeaft 5.303.3.3.1 Single showerhead. h oweh8a d s sh a" owerh " ad S 5ha " ghowerheads shall have a maximumflow rate of not more than 2.0 gallons per minute at Si. owerheads shall be certified to the performance criteria of the U.S. EPA Vv�fter:Sens lioi n fo r Sh Spe cation for Showerheads. t! 1; 5.303.3.312 v tilpile showeib eads servi lig One Shower. L ow r I owrate of all Whena showeri- erved loy morethan'one showerhead, thecornblne!2!�,� showerneads andfor-qher shower oullets controlled by a singlevalv a ll n011 2X cee d 2.0 g ­a -R -ons per minute at 90 psi, or shovve!r shal be designed to allow o one sh ovver outlet to be in operation at a time. Note. A hand -he Id 5 hower 5 be consid a 5howerhead. 5.303.4 M, stewater Feducti on. IN] Each building shall reduce by 20 percent waste er by o of the following methods: 1. [GS 0. DSA -S 81 Th e in stallatio water -c onse rving fixlu r water closets, urinals) meeting the criteria established in Secti .303.2 or5.303.3. 2.,, [BSCI Utilting non able water systems [captured rainwater, graywa and municipally treated wastewater (re ed water) comply in g with the! current edition of the Ca ja PWWng Code or other meth o described inSection A5.304.8]. 5.303.6 Sta ards for plumbing "tires an d Mings. Plumb! ixtures and fittings shall be installed in ac cordance with the CalffioryVaPlumbhg Code, a sh all rne e applicable standards referenced in Table 1401.1 of the Callornia PfunaNng Code and in Cha f this code. SECTIO" 5.304 ,OUTDO OR WATER USE 5.304.1 Waler buidget. A water budget shall be developed for landscape irrigation use that Installed in conjunction with a new building or an addition or alteration conforms to the local water efficient landsc ape ordinanc e orto the Califo mia Department of Wate r Resources N odel Water Efficient Landsc a pe 0 rdinance wh ere no I ocall ordinance i*applicable. N ote., Prescriptive m easures to as si st in com pliance with the water. b udget are listed. in IS ect ons, 49 2. 5 through 492.8, 492.10 and 492.11 of the ordinanc e. Which may be found at, http:fbvww.vvater.ca.goy/waterusoeffiG!ency/docsNVater0rdSeo492.cfm. 5.304.2 ould 00 r 1) otoi) le Wwater (I se. 'For newwaterservice orfor addition or alteration requiring upgimded water service for landscaped areas of at least: 1,000 square feet but not more than 5,000 square feet (the level at which'Water Cook? §535 applies), separate submetsrs or metering devices shall be installed for outdoor potable water use. 5.304.3, Irrigation design. In nevv nonresidential construction or building addition or alteration with at least'1,000 but not more than 2,500 square feet of cumulative landscaped area (the! level alwhichthe M VVELO applies), install irrigation controllers and sensorswhich include the following criteria, and meet manufacturer's recommendations. 5.304.3 1 Irrigation controllers. following: 1- Controllers shall be weather- orsoil maisture-based conlrollersthat automatically adjust irrigation in response to cha nges in plants' nee ds as weathe r c o ndit ions c hange. 2, Weather -based c; o ntro liars without integral rain sensors or communication systems that account for local rainfall shall have aseparate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input, Note: More information regard! ng irrigation controller function and specifications is available from the I rdg ab on Associ ation. Division 6.4 - IWATERAL CONSERVATION AND RESOURCE EFFJCIENCY SECTION 5 .401 GENERAL 5.401.1 Scope. The provisions of this chapter shall outline means of achieving material conservation and I resou rc e eff ic ie ncy through protectio n of b uildingslf rom exteri or moistu re, constr uc tion waste & e rsio n, em ploy m ent of techniq ues to re du ce pollution throu gh recy cling of materia Is. and building c ommiss lo ning or te sting an d adjusting. SECTION 5.407 PERMIT WATER RESISTANCE AND BUTrE COUNlY DEVELOPMENT SER% MOISTURE MANAGEMENT REVIEWED FOR ODE COMPLIANCE 5.407.1 Mwither protecti an. DATE 13y- Proy ide a weather -resistant exterior wall a n d fo u n dati o n e ny el o p e a s re q u ii re! d by Caffrornja .8 viffing Code Section 1403. 2 ONeath er Protection) and Cafflomb Energy Code 69 ct !on 150. (Mandatory F eatu re s:and Devices), manufacturer's installation instruction's or local ordinance, whichev er Is more stringent. 5.407.2 1410 listu re contiro, 1. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigationsysterris to prevent spray on structures. 6.407.2.2 F ntri es an (I openin gs. Desig n exteri or,,e nt ries a ndfor ope nings subje ct to f oot traffic or vvind-drive n ra in to prev ent water in-trus ion into buildings as follows: 5.407.2.7-1 Exteflor (11-oor protection. Primary, exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor andwallfinishes within atleast 2feet around and perpendicularto such openings plusat leastone of the following: .1. An installed awning at least 4 feet in depth. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. �4. Other methods which provide equivalent protection. 5.407.2.2.2 F lWilkillfJ. I ristall f lashings 1 ntegrated with a drainage plan e, CONTINUED ON SHEET G2 SECTION5.408 CONSTRUCTI ON WASTE REDUCTION DISPOSAL AND RECYCLING 5.408.1 constructio n waste management. �Recycle andfor salvage forreuse a minimum of 50 percent of the no nha7airdo us construction and demolition waste in accordance vVithiSection 5.409.1.1, 5.409.1.2 or 5.409,1.9; or meet a local con*uction and demolition waste management ordinanc:e, whichever ismore stringent, 5.408.1.1 Constiruclion waste'linanageineit plan. VVhere,a local jurisdiction doesnothave a construction and dernolitionwaste management ordinance that,is more stringent, submit a.constructionwaste management planthat :1 Identifiesthe coiristruction and demoliti on wa st e mater lals to be diverted from dispos I al by effi c i ent usa g e, re cy c I in g, reu se! on the project or salvage for future use or sale. 2. Dete rmine s if constructi on an d demo lition wa ste mate ri ai I s vvil I b e so a e d on-site (source-sepanated) or bulkmixed (single streah). 3. Ide ntifi es div ersi on fac: ilities where co nsir uction and dernol iti on wast e mat eria I colle ct ed will be ta k en. 4,. Specifies that the amount of construction and demolition wmAe materials diverted shall be c al culated by weight or volume, but not by both. 5.408.12Waste management company. Utilize a waste management company that can provide verifiable documentation that the percentage! of cons1ruction and demolftion waste material diverted from the landfill complies''with this s I ecli on. Note: The owner or contractor shall makethe determination ir the con5truction, and demolition waste material will be diverted by a waste ma nagement company. Exceptionsto Sections 5AO8.1.1 andBAD8.1.2: A . Excavated soil and land -clearing debris. 2. A It ornate waste red uction math ods d ev e loped by working with I oc: al agenci es if cliv orsi on or re cyc le facilities c a pab le of c ompliance with this item do not ex ist.. Demolition waste'rneet! ng local o rdin anc e or c alculate d in c onsideration of lo ca[ re cy cl in g f acililies and markets. aste stream reduction aHernative. 5.408.1.3 VV, The tombined weight of new construction disposalthat diaes not,exceed two pounds per square foot of buildingarea may be deemed torneelthe 50 percent minimum requirement as approved by the enforcing agency. 5.408.1.4 D o cu merillati o n. Documentation shall be provided t o the enforcing agency which demonstrates compliancewith Sections 5.408. 1.1 through 5.408.1.3. The waste management plan shall be updateda s nec es sary and shall be accessible during c onstruclion for exa minti on by the e nforci ng agency. Notes: I . 9a, mple forms found in "A Guide io the California Green Building Standards Code (Nonresidential) " I oc ale d at http,/Ayww.bsic.ic;a.gaVM ome/CALGreen.as px may be used to assist i n documenting compliance with the waste management plan. 2.1 construction and demolition debris (C&D proc kso rs c an b e- located at the Ca lifornia Dep artrinant of Resources Recycling a nd Recov ery (Ca IR ec'y cle). 5.409.3 Excavated soil and land cl ealing (lei) ds. [8SC I 100 percent of tree s, stumps, roc ks and a ssociate- d vegetatio n and soi Is resultin g prima rily f rom land clearing shall be roused or recycled. For a phased project, such material may be stockpiled on 0' e until the storage site is.developed. Exception: Reuse, either on -or off-sibe, of vegetation or soil contaminated by di sease or pest Infestation. N otes: 11., If c o nta min at io n by dise a s e o r p e si infe stat io n, is susp e ct e d, co n ta ct th 8 0 ou nty A g ric ultu'ral 0 omml ssioner an d foil ow its; d ire c ti on for re cy cl in g o r d isp Q sa I of t h e ma t e rial. NoAwx dfa. ca. g oviox ec/ c ounty/ cou nty_conta cts. htm D 2.1 F or a ma p of k nown 'pest an d! or d I sease quara ntlin I e zones, consult with the California Department of Food andAgricullure. (wvvw.cd(ac;a.gov) SECTION5.4110, BUILDING MAINTENANCE AND OPERATION 5.410.1 Recycl in g hy occupants. Provide readily accessible areas that serve the entire building and are Identified forthe depositing, storage and cell ection of non -h azard ous materials for recycling. inc luding (;at a minimum) pa per, c orrug ated cardb oard,,glass, pla stics an d met als or me et'a lavvf6i Ily enacted lo cal re cy clin g ordinance, if more 5.4 10. 1.1 A d d Ri on s. [A I All ad ditions conducted wthin a 1 2-monM p erio d und or sin gle or mu Itiplepe rmit s, resulting in an in crease of 30 percent , o r more- i n, floor area, shall provi de recy cling areas on site. E xception: Additions vv ithin a tenant space result ng in les s th a n- a ercent increase in the tena nt s pace fl oor a rl�a. 10.1.2 S ampi e e rdii nan c e. Space allocation foe recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Pudic Reaources Code. Chapter 1 Ois known asthe California Solid Waste Reuse.and Recycling Access A ct of 1991 (Act). Notes A sample ordinance for use by lo ca[ agencies m W be foun d in Append ix A of the, d ocum ent at the C al R ecycle'5 web'site. 5.410.2 Commissioning. IN] For new buildings 110,0 00 square feet and ove rf bull ding c ommi ssioning sh al I be in c luded- in the des ign and construction processes of the building project to verify that the building systems and components meet the owner!;: orown or re,p rese ntat ive's project requirement!;, Commissioning shall be ine rformed in ac corda nce with this section by trai ned p erson nel with expe rien ce on projects of c omp arable siz e and c omplexity. Commissioning r'ecl�ulrements shall indude:, i Owner's or owner represe M ative's projec t requirements. Z. tiasisoldesign. Commissioning me@sures,shown in the c onstruclion documents. 4. Commissioning plan. ,5- F unctional performa nc;e testing. 6. Documentation and training, 7. Commissioning report. Exceptions: 1. Dry -storage warehouses of any size. 2. Areas under 10,000, square feetusedfor officasor other conditioned accessorV spaces within elry storage warehouses. 3, Tenant improv ements u nder 10 10 00 sq uare feet asde scribed in S ecti on 30 3. 1. 1,. 4. Commissioning requirements for energy systems covered by the 2013 Califbriia Energy Code. All building operating systems covered by Title 24, Part 5, as well as process equipmentand controls, and renewable -energy systems shall be included in the the commisslo I ining I requirements. 5.410.2.1 Owner's or 0 wner rep resentative's Project Requirements (01311). IN] Theexpectation�sand requirements of the building.appropriate to its phase shall be doc:umente!d before the design'ph ase of the project begins. This documentation s;hall include the foil ovving.., 1 Environmental and sustainability goals. 2. Energy efficiency,goals [Refer to 2013 Csffomia E niergy Code, 8 ig c ti o n 12 0. 8 (b)]. 3. Indoor. environmental quality requirements. 4. Project program, including f2cility functionsand hours of operation, and need for after hours .operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (OW) personnel expectations. 5.410.2.2 Basis of Design (1130D). [NJ A written explanation of howthe design of the,building sy!gtorns meets the 0 PR shall be completed at the design phase of the building project, The, Basis of Design document shall cover the following sy Ste ms: 1. , He ati n g, ve n ti I at io n, a ir to nditio nin U [HVAC) sy st ems an d c o ntr ol s. (R efe r t o 2 013 C8#16.rnia En.�rgy Code, 8 e c ti o n 1 12 0. e (01 .2.1 Indoor lighting,syMem and controls [Refer to 2013 Callornia Energy.CodeSection 120.8(c)]. 3., Water heating system [Referto 2013 California Ener_WCode Section 120.9(01. 4. Renewable energy sy sterns. 5. Landscape irrigation sy:�tems_ 6. Water reuse.sVMems. 5.410.2.3.Cominissioning plan. IN] Prior to permit issuance a commissioning plan shall be completed to document how the! project will be commissi one d. The c'o rnmission in g pf an shall include! thefoll owing: I - General proje(Ltinformation. 2. Commissioning goals. 3. !3yStems to be commissioned. Plansto test systems and Components shall include: a. An explanation of the original design intent. b. Equipment andsystems to be tested, Inc:luding the extent of tests. c Functions to be tested. d. ConditiO hS Under which the tes;t shall be pe rformed. 9. Weasurable criteria for acceptable performanc I e. 4. Commissioning team information. 6. Co mim issioning pr oc: ess; a ctivities, sc hedules a nd resp on I sibilit ies. P la ns; f I orthe completion of .commissioning sh;all be included. 5.4 10.2.4 F u inction a I perfe irmance testin U. [N I Functional perrormiance lesis shall demonstrate the correct installation and operation of each component, systern and 'systerrF.to-systern interface in accor dance With the approved plans,and specifications. Functional perform;a'nce testing reports shall c ohlain information addr I essi n g each of 4he building c OmPonents tested,_the testing methods utill;!ad, and include any readings and adjustments made. 5.410.2.5 Do curinerillation and traininu. IN] A systemis manual and systems operations training are required, including Occupational Safety and Health Act (OSHA) requirement -s in.California Code of ReguJaV�n-5 (OCR), Title 8, Section:51 42, and other related regulations. 5.4 10.2.5. 1 Sy st ems iinanitil al. I N Documentation of1he operational aspec I ts of the building shall be completed within, the systems m ' anual - an d delK, e red, to the bui Id ing own er o r representative. The systems manua-I shall incl ude the folhowing 1 9 It 91 Information, 1 ne lu di n g f a cilily d e sc rip ti o n, hist o ry, an d current requirements. 91te contact informatilon. 3. easic operations and,maintenance, intluding general site opeFating procedures, basic troubleshooting, recornmended maintenance requirements, site events log - 4. M ajo r 5yste ms. - 5. 8 It e equipment inv e ntory and rna intenance notes. 8. A copy of verifications required:by the enforcing agency or this code. 7. Other resources and documentation, if applica ble. 5.410.2.5.2 S.�ystems operatio"s triaining. [NJ A p rogram for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commi3sioning report and shall include the following� I 6ysternfequipment overview (what It ls.'whatit does and with what other systems andf or equipment it Interfaces). 2. -Revievv and dehrionstration of servicingipreventiye maintenance. 3, Review of the information in the systems manual. 4. Review of the rec ord drawings on the sy stem/eq ui pment. 5.410.2.6 Commissioniiing report. [NJ A report of commissioning process actiyities undertaken through the design and construction -phases of the b uilding project sh al I be complete d , and p rov ided to t he owner or r epresentative. Note: G ui dance on i miplem entatio n and enforce m ent of commissioning requirements, including sample 'compliance form 5 and templates, may lie round in Appendix A6, Division AG.11 'of this code. 5.410'4, Testiriiq ani'd a'djusting. Tesling'and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systemsto selve anaddition or alter ation subject to 9ection 303.1. 5.410.4.2 Systems. Develop a written plan,of procedures for testing and adjus I fing systems. Systems to be included fo, testing and adjusting shall include,' as applicable to the project: I . HVAC systems and controls. 2. Indoorand'outdoor'lighting and controls. 3. Water heating systerns. 4. Renewable energy systems. 5. Landscape! irrigation systems. 6. Water reuse systems. 5.410.4.3 Procedures. PefformtestInU and adjusting procedures in accordancewith manufacturer's specifications and applicable standards on each system. 5.410.4.11 HVAC Malanoing. In addition to'testing and adjusting, before a new spa ce-co nditioning sy stem servi ng a bu ilding or space is operated for normal use, balance the system in accordance vvith the procedures defined Py the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Asso GI ated Air Balan c e Cou nGil National Standards or as approved by the enforcing agency. 5.4 10.4.4 R ep o rt ini g. Afte r co mpl etio n of testing, adj usting and loalancing', pro'v id e I a final. repot I t of testing signed by the in & idu al.respon sible for performing these se ry ices. 5.4 10.4.5 0 p enct lio n and rnai Int en an ce (0 & ryl) 1111.11 U al. Provide the b uilding ownerlo r representative wit h detailed operating an d maintenance instructions and copie* of guarantieslw:arranties for each Rstem. 0, & M instrudiQns shall be! consistent with OSHA re quirements in CCR , Title 8,� Sact io n 514 2, a nd othe r rel at ed regu lation's. 5.410.4.a I Inspections and reports. Include a copy of all inspection verifications and reportsrequired by the enforcing agency. Division 6.5 -.ENORONMEUTAL QUALITY SECTION 5.150 1 GENERAL 5.501.1 Scope. The provisions Of this chapter shall outline! means of reducing the! quantity of air contaminants that are odorous, irritating, andiorharmfulto the comfort andwell-being of a buildin 's installers, occupants and 9 neighbors. .POLLUTANT CONTROL 5.504.1.3 Ternporaryveriviation. The p eirmane nt HVA C systern sha 11 only be use d during co nstruction V n ece ssary to c ond it! on t he building o r areas of a dditio n or a Iteration wit hin th e re q ulred temperature range for material and .equipment installation. If the HVAC system is used during construction, use return air filterswith a Minimum Efficiency Reportin g V;alUe! (M ERV) of 9, ha sed o n A9HRA E 52.2- 1999, �or an averag e eff ic:,iency of 30 per cent based on AS HRA E 52.1-19192. R eplac e all fi Iters immediately prior L lo occup.ancy,.or, if 1he.building is occupied during alteration, at the con C, usion of construction. 5.504.3 C overing of duct ope nings and protection of mechanical equiprinent (furing construicti on' At the time of rough insiallation and during storage 0 n the constr' ctio n site unt il f inal startup f the! he ti ng, u 0 a co ol in g and ventil atin g equ ip ment, all du ct a nd othe r rel at ed air d istributi on component openings:shall be covered with tape, plastic, shoetmetal oroth or methods a cc @ ptable to the eff orcing age ncy to redu ce t he arnount of d ust, water an d deb ris'wh ich may enter the systern.L 5.504.4 Finish inatteriall I)OIllitwit control.,L Finish materials shall comply with Sections 5.50 4. 4. L 1 through 5.504.4.4. 5.504.4 1 Adhesives s&ill ant s and CaU IkS. Adhesiyes,,seailants,'and caulks used L onthe projett shall meetthe requirernent8 of the following standards: 1., Adhesives, adhesive bonding prinners,- adhesive primers,'sealan1s, sealant primers and ca UlkSL ,shall Comply with local or regional air pollution Co ntrol or al r qu al ity management distric t rules where applicable or 9 CAQ M D Rule 1169 VO C Ii mits, as shown in Ta bles 5.504.4.1 and 8 uc h produ cts also shall c omp ly with the Ru le 1168 pro hibitio n I on the use of certain toxic compounds (chloroform, ethy,lene dichloride, methylone chloride, perchloroethylene and trichlorcethylene), except for aerosol products as specified in subsection 2, 2. A e rosol adhesives, and smaller unit sizes of adhesives and sealant or caulking compounds (in unit s� of pro d u Ct"16SS packaging, which do not weigh I more than one pound and do not consist of more than 16 fluid ounces) sha 11 comply with statewide VOC standards and othe r requirements, including prohibitions on use of certain toxic C 0 MP o u n d s� of Caffomia Code ot Reg�AWforn, Title 17,tarnmencing With Section 9460T 11 T 11 T i I _ 1. 1 1 TABLE 5.504.4.1 REVISIONS BY ADHESIVE VOC Ll rylIT1,2 - LeSsMater and LessExemiA Coin pounds iin Granis Per Liter, 06-02-17 RK 06-21-17 GL ARCHITECTURAL A 1517,1_11CATIONS CURRENTVOC LIMIT Indoor carpet adhesives 50 07-10-17 RK ,Carpet pad adhesi�r e s 60 Outdoorcarpet adhesives 150 07-31-17 GL Wood floor! np adhesive 100 < Rubber floYr -adhesives 60 Sub -floor adhesives 150 Ceramic tile adhesives 65 VCTandosphalt tile adhesives 60 < Drywall and panel adhesives 5101 UJ Cove base adhesives Multipurpose construction adhesives 70 Structural glazing adhesives 100 cn u- Single -ply roof mernbrane adhesives 260 Other adhesive not specific:ally li:3ted SPECIALTY APPLICATIONS UJ PVC weld in g 510 2 Z: CPVO vvelding______. �490 i UJ ABS welding 325 0 >_ Plastic cement weldincil A� 250 0 CC Adhes!jt��pLkstic 5 5 U 0 Cordact adhesive 20 Seecial Rurpose contact adhesive 276" Z Structural wood member adhesKi e 140 C3 0) Top and trim adhesive 250 Uj Z SUBSTRATE SPECIFIC APPLICATIONS UJ Metal to metal :30 Plastic foams W Porous materia I (ex c ept woo d) dd.- Wood :30 Fiberglass 1. Van adhesive is used to bond dissitnilar sulostratestogelher the adhesive Wh the highest VOC contentshall be allove d. 2.t For edditbnal infQrrndion regarding methQldato meavire the VOC Qonte!rTt:specitedinthi:stel*le, we SoLith it . oast Air Quality Management Distdct Rulo 1168, hftp:fAwmv-arb.ca.govADRDBfSCJCURNTMLJR11 68.PDF_ TABLE 5.504.4.2 SEALANT VOC Llryll T Less Water and Less Sxempt Compounds in Grams per Liter SEALANTS RRENTV01CLIMIT 'Architectural 250 Marine dock 760 Nonmembrane roof 300 Roadway 250 Singile-ply roof membrane 450 Other 420 SEALANT PRIMERS Architectural Nonporous 250 Porous 7T5 Modified bituminous 600 1 -Marine deck 760 750 Note: Foradditionall inforrnation regarding methods:to measure the VOC content specified in thesetables, see South Coast Ar Quality Managem entDistdd Rule 1168. 5.504.4.3 Paints contiligs. Archtectural paintsand coatings shall c omply'yvith VOC limits in Table 1 of the ARB Architectural C oatings 8 ugg ested C ontrol M easu re,, as shown in Table 5.50 4.4.3, u nless more string ent loc al lima s apply. Th e VO C content limit for' c oatings that do not meet the defi nitions for the spec ia Ity c oatings .categories listed in Table 5 . 504.4.3 shall loe determined by classrying the coating as a Flat. Nonfial or Nonflat-High Gloss: coating, based on.its gloss, asdefined in Subsections 4.21, 4.36 and 4.37 ofthe .2007 CaliforniaAlr Resources Board Suggested Control M easure, andthe corresponding Flat, Nonflat or Nonflat-High G loss IVOC I imit in Table 5.50 4. 4.3 sha 11 apply. I TABLE 5.504.4.3 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2l 3 113 ranis of VOC Per Liter of Co3ing, Less Wxteir and Less Exempt Compounds COATING CATEGORY CURENT UrAIT Flat coatings 50 Nofflat coatings 100 Nonflat high gloss coatings- 150 Sp ed alty C o ati ng s Aluminum roof coatings 4 00 Basement gec:ialt� coat inqs :400 Biturn in ous roof coating�,- -PERMIT# 50 Bituminous roof primers 13UTTE COUNW-5-E-VELOPMENT _SCR�FIC_Es' r�% 11 r-1 A 1�� 350 I 1L_V11_VV Bond breakers r. r ANCE 350 00 CD LO (S) Z 0') fu .J < C3 < 0 �J co 0 >: 0 LLJ _J UJ M Z 0 U_ < C3 to 0 UJ LU E: En 0 LU CL C3 2 < cc _J Z < 0 X ILI 7 IL ENGINEERS STAMP ES Z -A- - C6 50 ID �b LU 10- 112, /-,-OF C CV) 0) C/) Lo Lo > C) (0 Lo LLI C-aJ < -. LLI L) Z LLI 0 d 0 Z 0 CV) Z IL < LO Q) CO :j 4- LU co Lou Z _T a CL DATE: 04-04-17 -U SCALE: N.11E DRAWN: GL JOB: 17-5060 S ,HEF=T V� CONTINUED ON SHEET G3 ra 2 I OF 15 SHEETS T SpecWt� prinners, sealers and undercoaters 100 Stains 250 Stone consolidants 450 con st ruct ed to provide a n interior nois;e env ir on ment attri butab le to exterior sources: that do es not Swimming pool coatings 340 Traff c marking coatings 100 Tub and tile refinish coatings 5.5 07.4. 1 S Re fe-LA ure% Waterproofing membranes 250 Wood coat ings: 275. Wood preservati.)GS: 360 Zinc.rich primers 340 �G rams of VOC per liter of coat ing, including v%ter a nd Including exempt com pound s. 2. Thespecified firnitsrernalnin effect unless re%.Awd limits; are listed in subsequeft columns in the table. . 3. Values I n thi stable are derived from those specifed lbythe Cali forni a Air R eso urc I es Board. Architectural Coatings Suggested Control Measure , February 1, 2008. A ore information it ava ilabi a from the Air Resources Boa rd. 5.504.4.3.1 Aerosol paints and coatings. 'paints A ero'soil and coatings, shall meet,the PW M I R Limits fo r ROC in Se I ction 9 4522Ca) 1 (3) and o1her,requirements,' including,prohibitions on,use Of cerlaintoxic; compounds and ozone depleting substantes, ln:gections 94522(c)(2) and (d)(2) OdCafiforNa Cc& of Roolation's. Title 179 commencingwith Section'94520; and In areas under the jurisdiction ofthe Bay Area Air Quality .Management District additionally comply *11-ithe percent VOC by vve,ight of product limits of Regulation 8 Rule 5.504.4.3.2 Verification. V erificati on of c omplia nce with this sectio n sha 11 be! provided at the request of the! e nforc ing a gen cy. Doc umentalion may inc lud o, b ut is not Ii mited to, 1he f ollowing'. 1. M Gin ufacturer's product specific ation .2. Field verification of on-site product containers 5.504.4.4 Carpelsystems. All carpet installed In the building Interiorshall meet at least one of thefollowing testing andproduct requirements: 1 Ca rp et and Rug I nstit ute"s 0 re e n Lab e I P lu s P ro gra m-, 2. Compliant with the VOC-emission'limits and testing requirements specified in the California of Public Health 9tandard Method for the Testing 'and Evaluation of'Volatile Organic Chemical E missions frorn Indoor Sources Using Environmental Chambers, Version 1 .1 , F eb ru a ry. 2 010 (a lso kn own a s C D PH Sta nd a rd M eth o d V1 .1 o r Spec fication 01350)9 3. NSFIANSI 140 2t the Gold level or higher, 4. Scientific Certifications Systems Sustainable Choice; or 5., Compliant with thb California Calla boratlye: for High Perfo rma nce Scho ols (CA -GH PS) Criteria .Interpretation for I= -Q 2.2 dated July 2012 and listed in the CHPS High Performance Product Database. 5.504.4.4.1 Carpet ctishi on. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 5.504.4.42 Carpet adhesive. All carpet adhesiv.e shall meet the requirements of Table 15.504.4. 1. 5.504.4.6 Comp6sille wood Products. Hardwood plywood, particleboard and medium density fiberboard composite -wood products use d on the'Interlor'or exterior of the building shall meelthe requirements for formaldehyde asspecified in AR 8's Air Toxic s C ' ontrol Measure (ATCM) for Composite Wood (17 CCR 93120 etseci These mate rials not exempted under the AT C M mu st meet the spe cif ied emission limits. as'shown in Table 6.504.4.5. TABLE 5.504.4.5 FORMALDEHYDE LIMITSI MaAmum Formaldehyde Emissions in Parts per Million. PRODUCT CURRENT LIMIT 'Hardwood plyvvood veneer core ID. 05 -Hardwoo d plyvvood co m pos Re c ore 0.05 article boar d 0.09 M a dium density fib erboard 0.11 Thin medium densit�e fibe rboard 10.13 1 Va lue s 1 n t his tab le are deri ved from those specified by t he C a 11 lbrnia A r R esources 8 oard, A4r ToAcs Control Measure for Composite Wood as tested In amordance Wth ASTM E 1333. For.additional information, see: Caffamb,Code of Rego fgtibpa, Title 17,Sectio'ne 93120through 93120.12. 2. T hi in m e dium ide n sity fibe rb oard ha s a rn 6Y.11in urn t hickn e ft ol I n , ches (8 mm). 1 S. 504.4. E 1 E arl y co mpl 11a" c e. Reserved. S. 504.4.5.3 Do cumentati on. Verification of, compliance with this section shall be provided as requested by the enforcing agency. Documentation, shall Include at least one of the following: Product certifications and specifl cations. 2. Chain of custody certifications. 3. Product.labeled and invoiced as meeting the Composite Wood Products regulation (see! COR, Title 117,"Section 931 20,et.5eq.). 4. Exterior grade products marked as meeting the PS -1 or PS- 2 standards; of the Engineered Wood Association, the Australian A SINZS 2269 or European 636 3S standards. 5. Othe r methods acceptable to th e enforcing a gen cy. 5.504.4.6 Res! Ii ent 110 0 Fling sWerinis. For 80 pore ent of floor are:a receiving resilient flooring, installed resilient flooring shall meet at least one of the following: 1. Certified underthe Resilient Floor Clovering Institute (RFOI) FloorScore program; 2., Compliardwith the VO C -emission limits and testing requirements specifled inthe California Departmentof Public Health's 2010 Standard Method for the Testingand Evaluation Charn'bers, Version 1.1, F ebruary'201 0; 3. Compliant with the California Collaborative for High Performance Schools (CA-CHPG) Criteria Interpretation for EQ 2.2 dated Ju ly 2012 and Ii st ed 1 n th e GHPS; High P errormance Prod uc I t_ Database; or' 4. Compliantwith CDPH criteria as certified underthe Greenguard Children's & Schools Program - S. 504.4.6. 1 Ver'ific ati on of co nlip Ii ance. D oc; u mentation shall b b provided Y edyl ng t hat resilient flooring Materials meed the pollutant emission limits. 5.504.5.3 F ifters. In mechanically ventilated buildings, provide regularly occupied areasof the b uilding with airfiltratiQn ,mediafor outside! and return airthat provides at least a Minimum Efficiency Reporting Value (MERV) of 9. MERV 0 filters shall be installed priorto occupancy, and recommendations for maintenance 'with filters of the same value shall be included in the! operation and maintenance m I a I nual. E xceptions: 1. An ASHRAE -1 0 -percent to 15-perc ent efficiency filtershall be permitted for an HVAC unit meetin g the 2013 Cafffomia Enenrgy Code having 600 000 9tufh or le ss c apac Ity per fan -c oil, if the energy use of the a ir.deliyery system i:3 0A VVlcfm or less at de sign air flow. 2. Existin g m echainic al e quipment. 5.504.5.3.1 Labeling. Installedfilters shall be clearly labeled by the manufacturer indicatingthe MERV rating. 5.504.7 Envilronmenlal tobacco sniolke (ETS) control. Where outdoor,areas are provided for smoking, prohibit smoking within.25,feet of building entries, outdoor alrintalkes and operable windows and within'the building as already prohibited by:,other laws or regulations; or 2s I e nf orced by ordin2n ces, regulat io ns or policies of any'icity, c ounly,:c ity an d county, Californ ia C ommun Ity Colleg e, carnpus of th e C a' lifornia State Univ ersity, or campus of the University of Califo m ia. wh ic hever a re mo re stri nge nt. Whe n ordinan ces, r egu latio''ns or poli cies a re not in place, p ost :;ignage to inform building Occupants of the prohibition's. SECTION 5.505 INDOOR MOISTURE CONTROL 5.50 5. 1 In do o r mo istu re contiro, 1. Buildings shall meet or exceed the provisions of CaMomia3vilding Code, CCR,Title 24, Part 2, Sectio'ns 1203 (Ventilation) and Chapter 14 (Exteriar Walls). For additional measures'not applicable to low-rise reside nt !a I occu pan cies, se e Section 5. 4 07.2 of th Is code. SECTION 6.506 INDOOP. AIR QUALITY 5.506.1 Outsideair (felivery. For mec han ic,al ly or naturally ventil ated sp ace s in build! ngs. rineet the minlimurn'reclu irenne nts of S ection 121 (Re quirements F or Ventilation) ofth e 2010 Caffornia.Energv Coob, or the a pplicable lo cal co de, whic hey er,is.more strin genl, and D iY ision 1, Chapte r 4 -of CCR, T itle 6. 5.506.2 Carll)011 diOXIde (CO2) monitoring. For building s or a dditions: e quipped with demand co ntro I ve ntilation, CO s ons ors and ventil atio n controls sh al I be spe cified and insta lied in acco rd a nc e with the requirements of the 2013 Ca1jrbrn1aEr�_-rW Code, Section .120(c)(4)- �SECTION 6.5071, 1 ENVIRONMENTAL COMFORT 5.50 7.4 A cou stic al C01AF011. Employ building assemblies and compon entsWith Sound T ra nsmissi on Class (STC) v @I ues det ermin ed in ac corda nce with ASTM I=- N and A STM E 413 or 0'utdoor-1 ndo or Sound Tra nsmission 'Clas s 1 (0 IT�' ) det , ermined in a ccordance -with ASTM E. 1332,using either the prescriptive or performance method in eection 5.507,.4.1 or6.507.4.2. Exception:'Buildings with few or n I o I occupa - nts or where bccupaints are not likely.to be arre cted 'bV, extp- no r n o I s e, a s d ete n -n i ne d by t1i e enfor c em ent a u tho rity such a3 factories, stadiums, storage, enclosed parking structures and, Ltility buildings. Exception: PSA -SS] For public schools and co mmunity colleges, the requi rerents'ofthis. section and all subsection's apply only,to new citinstruction. 5.507.4.1 Exterior nolso transmission, prescriptive method. W al I and ro of -c ell in g ass ernblies expo se!d to the noise sour ce making up the build in g or a ddition envelope or altered envelope shall meet a composite STC rating of at least 50 or a compo3ite OITC rating of no less t han 4 0, with ex to rior windows of a minimum ST C of 40 or OITC of 30'1 n 1h e fo Ilowin g locations: 1. Wit hin the 65 CNE L: noise contour of an airport. ExcLaptions: 1'.. L or ONELfor.military airpoasshall.be:detbrmined by the facility Air Installation dn ,Co mpati ble Land Use Zone (Al CU2) plan., 2. L.. or.C.NELfor other.airports and halliports,for which a land use plan has not been dn developed shall be determined by the local general plan noise element. 2. VYithinthe65CNELorL noise contour -o'f a freeyvw or expressvyay, r6ilroad, induarial dn solurce o rfix ed- guideway source as determined by the Noise Element of the 0 en oral Plan. 5.507.4.1. I'No Ise exposure where noise tontours are not readily ilivaillable. Buildings exposed to a noise level of 65 dB L . -1-hr during any, hour of operation.shall have eq building,, addition or alteration exterior walland ro 1, of-c:ei ling assemblies I expose d to the noise siource meeti ng a c o mposite! STC rating of at least 45 (or 0 ITC 35), with exterior windows of a minimum STC of 40 (or-OITC 30)_ 5.507.4.2 P eirform an ce meti i ed. For buildings loe'ated as defined in 9ection.5. 607.4.1 or 5.507,4. 1. 1, wall and roof -ceiling assemblies exposed to the noise sourcemaking up the building or addition envelope or altered envelope shall be con st ruct ed to provide a n interior nois;e env ir on ment attri butab le to exterior sources: that do es not exceed a n hou rly eq uivale nt n oi se lev el (L -1 Hr) of 60 dDA in o cc upied areas during any ho ur of e q operation. 5.5 07.4. 1 S Re fe-LA ure% Exterior features's uc h,a 91 sound walls: or earth berms may be utilized:as: appropri2te to the b ul Iding, add iti on or alto ralion project to mil:19 at e sou nd migration to the inte rior. 5.507.4.2.2 Docunrieniation of compli ance. A n a co usti cal analy sis d ocu m enti ng complying interi or sound I eve Is shall be prep ared by p erson nel approv ed by the arc hitect OF eng in eer of rec ord. 5.507.4.3 Int-erior sound transmission. Wall and floorcelling assemblies separating tenant spaces and tenant spaces and public places shall have an STC: of at least 40. 14ote: Examples of assemblies and their various STC rating I s m ay be f ound at the California Office of Noise C�ontrol: http://Www.to oll) a se. orgJP DF/Ca s e Studies[ stc-icc-ratings.pidf. SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1'0zene depletion and gireenlionse glas reductions. Installations of.HVAC, refrigeration and fire suppression equipment shall co mpV with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofiti'orecarbons (CFCs). Install HVA Cjefrige ration and fire suppression equipment that do not contain CFCs. Install HVAC, refrigeration and fire suppression equipment thal do not contain Halons. WORKS HEET (M-1) BASELINE WA TER USE USE CALCULATION TARLE.,%�:, FLOW I DAILY 122 water closets GALLONS FIXTURE TYPE RAT E I flu sh DURATION 3 USES OCCUPAN TS PER DAY Showerhoads 2.0 gipm x 5 min. X 1 X I Note 2 a 1 male wate I r 1 flush ,Showerheads residential 5 8 min. X 1 X female Lavatory faucets Electromechanical 11 flu sh residential .2.2 gpm x] '.25 min. 3 1 rn:;i I e Laijaitary faucets X X X wash nonresidential 0.5 OPM X .25 min. �X 3 fountains Kitchen faucets 2.2 gpm x 4 min. X 1 X Note 2b X Replacement X X water closets 1 flush aerators upm X X X Washfountains 2.2 Upm x female Metering faucets 0,25 4 HET High -efficiency X 5 X I male Metering faucets for toilet .1 flush 3 vva sh X ..25 min. X, X Flushometertank fountains 2.2 gpm 1 male water closets I flush 3 Grav ity tank -type X 1 flu sh X 3 male X X vva ter c I os ets 1.28 X 1 male water 1 flush gallflush I closets female I ferna le Electromechanical 1 1 flush 1 male Flu shumeter tank X 1 flush X 3 male X, vva te r I os ets 1,28 3 3 alfflush female Urinals Flushometervalye 1.28 x flush 2 male! X 3 Urinals Nonwate r supplied 0.0 galfflush x JX vv:R ter c I os ets alfflush X .2 male! X female I Electromechanical Proposed water use (BYVUfroimWS-1)x .30 Allowable water use 1. The lowrate Yaluas shall not ameed the baseline: flowrates from the Go ftrn�? Code o f Reg vla tb n s� T it le 2 0, ,hydraulic water 1.28 X -1 flush X 3 male x occupant loaci for a health club, but only a fraction ofthe occupar7ts in an oflice building as determined bythe a rd ici pMe d num ber of u wr�. b. Nonresidential kitchen flaucel use is determined bythe occupard load afthe area served bythe lixture. closets S ingle flush toilets - The effecti ve lush volurne shall not exceed 1.28 gallon s (4.8 liters). The! effecti%ve, iflush volume i.-3 the eiverage flu:�h YQIum e M on te:Aed in amordance YAh ASME A 112.19.2. D ual 11ush toilets - The eflimtive f lush volum eshall not exceed 1.28 gall ons (4.8 liters). The effective flush volume Is defined sethe composite, average flush Yo lurn e of t voo reduced flushes and on e lul I I ush. F lush volum es Wil be tested in accordanc:e Wth ASME A 112.19.2 and ASME A 112.19-14. 5- T he daily use num ber sh all be increased to three i f urinals are not 1 nstalled in th e rolorn. 6. Where complying faucets arc unayail abla, acratorsirated e .35 gprn or othar moa ns may loe u;md to achi eve reduction. WORKSHEET fVVS-3) WATER USE REDUCTION "30-9,35- OR 40-PERCE"T RE DUCTION WATER USE, female FLOW Urinals 0-5 I flush X 2 rnale x DAILY Total daijy,,ta I in e water u��( (BVVU) x. 80;-- Allowable water use 1 For residential occupand es, the numbero f occu pantsshall be based on No persons for the Irst bedroom, plus one z add iti onal pars6n fo r a ach add iti o n&I bad ro om. :2. For nonresideritial occupancies, re�br to Table A, Chap I te r 4, 20 13 C.? fornk? Plu mbing C ode, for cc cup ant I oad factors. a . S ho%Ae r , uw by occup ants dep ends on the type of use of a bui Id ing or p orli on of a bui Id Ing . eg -, tot al occupant load for a health club . but only a fraction of the occupards in an office building as determined lby the ar-Aicipated nurn ber, of users. - 16 -n' N onreside nt la I k itchen faucet use is: d ete n -n I ne d by the oce up ant load o f the area serve d by t he fl xture. 0. The dally'use numloarshall be increased to threo it urinals ara not indalled in the room. .W.ORIKSHEET (VYS-2) WATER USE REDUCTION 20 - 'PERCEINY,REDUCTION WATER IU-SECALCULATION YABLE FLOW Showerheads 8 min. X 2 DAILY L 213 GALLONS FIXTURE TYPE RATE X DURATION U S USES OCCUPANTS PERDAY .Showerheads X min- X :1 X Note 39 X 3 Showerheads 8 min. X 1 residential nonresidential I Kitchen faucets Lai atiory faucets 4 min. X .25 min. X 3 X Replacement X residential aerators Lavato ry fa u c et s x .25 min. X 3 X :6 Metering faucets .26 min. X 3 Metering faucets for nonresi 'dentlal .25 rnin- X X =LTT wash fountains Kitchen faucets X 4 min- E COUNTY DEVELt 0M 11M A 1�� GravKy tan k,type X Note 3b X Replacement =CdE5tv X ,water closets X 1 ma I e DATE aerators 3 female HET Wash fountains 1 flush X 5 1 rn:Dle X High -efficiency K4 etering faucets 3 female X .25 min. X 3 x Metering fa ucets for Flu sho met-er tan k X 1 fl us.h X 5 wash, wate r c I os ets .25 min. - 1 male fountains 3 female Flusho meter valve! X 1 fl ush Gravity tank -type 5 X 5 1 male water closets 1 flush I male F 3 female Electromechanical X 1 flush X 3 X hydraulic: water I male female c I o set:� 4 HET, Hig h-eff ic iency X X toilet 1.28 1 flush 3 cialfflush female Flushometer tank 1 male water closets I flu sh 3 fema le Flushometervalve 1 male wate I r 1 flush 2 closets female Electromechanical 11 flu sh hydraulic 1 rn:;i I e Metering fauc:ets for X X X wash .25 min. fountains 13ravity,tark-type X X X water closets 1 flush 1 male 3 female 4 HET High -efficiency X 5 X I male toilet .1 flush 3 Ci a IN I ush farna le Flushometertank 1 male water closets I flush 3 ferna le Flushometaryalve X X 1 male water 1 flush closets ferna le Electromechanical X 1 flush 1 male hydraulic water closets 3 female Urinals 9 1 flush X 2 male! X Urinals Nonwate r supplied 0.0 galfflush x JX 1 flush X .2 male! X I I Proposed water use (BYVUfroimWS-1)x .30 Allowable water use 1. The lowrate Yaluas shall not ameed the baseline: flowrates from the Go ftrn�? Code o f Reg vla tb n s� T it le 2 0, 21010 Appli a nee E V d e nay R e gul atio ne (S ee Ta lole 4,303.2.) 2. F or resi dential occupancies, ihe numbe r of occupards shal I be based on tm persons for the frst bedroom, plus one a dd fti onal perso n 1b r e ach add iti onal bed ro om. 3. F or non re d dent lal ocou panci e s, refe r to T abl e A, C hapter 4, 2013 Ga Yornia Plumbfng C od&, for occup ant I oad fact or s. a. Shomr use by &--cupants depends on the type of use o1a building or pottion of a building e.g., tatal occupant loaci for a health club, but only a fraction ofthe occupar7ts in an oflice building as determined bythe a rd ici pMe d num ber of u wr�. b. Nonresidential kitchen flaucel use is determined bythe occupard load afthe area served bythe lixture. 4. Includes singla and dual lush vater closets Qh an effective lush of 1.28 gallons or less. S ingle flush toilets - The effecti ve lush volurne shall not exceed 1.28 gallon s (4.8 liters). The! effecti%ve, iflush volume i.-3 the eiverage flu:�h YQIum e M on te:Aed in amordance YAh ASME A 112.19.2. D ual 11ush toilets - The eflimtive f lush volum eshall not exceed 1.28 gall ons (4.8 liters). The effective flush volume Is defined sethe composite, average flush Yo lurn e of t voo reduced flushes and on e lul I I ush. F lush volum es Wil be tested in accordanc:e Wth ASME A 112.19.2 and ASME A 112.19-14. 5- T he daily use num ber sh all be increased to three i f urinals are not 1 nstalled in th e rolorn. 6. Where complying faucets arc unayail abla, acratorsirated e .35 gprn or othar moa ns may loe u;md to achi eve reduction. WORKSHEET fVVS-3) WATER USE REDUCTION "30-9,35- OR 40-PERCE"T RE DUCTION WATER USE, CALCULATION TA13LE FLOW 2 DAILY 2,3 GALLONS FIXTURE TYPE RATE DURATION USES OCCUPANTS PER DAY 8 howerh ead s 5 min. X Note 3a Showerheads 8 min. X residential Lay atory faucets T6 r-nin. X residential Lavatory faucets X .26 rnin X 3 X nonresidential I Kitchen faucets X 4 min. X 1 X Note 31b Replacement X aerators Washfounlains X Metering faucets .26 min. X 3 Metering faucets for .25 rnin- X X =LTT wash fountains T E COUNTY DEVELt 0M 11M A 1�� GravKy tan k,type X 1 flush X X =CdE5tv uLzvv-L COMPL ,water closets 1 ma I e DATE 3 female HET 1-12 galfflush 1 flush X 5 1 rn:Dle X High -efficiency 3 female toilet Flu sho met-er tan k X 1 fl us.h 5 wate r c I os ets 1 male 3 female Flusho meter valve! X 1 fl ush 5 X water closets 1 male F 3 female Electromechanical X 1 flush X 5 X hydraulic: water I male c I o set:� 3 fe ma le Urinals X 1 fl us h x 2 male X Urinals; 0.0 X 1 fl us�' 2 rna I; Nonwatersuppried galfflush Proposed water use! 30% Reduction _(BVV U from WS - 1 x..70 Allowable water use 35% Reduction (BVVU from VV 6-1) x .65 Al lowab le water use 40% Reduction (BW V from VY S- 1) )c . 60 -Allowable water use I The flowrate values shall not e=eecl the baseli ne lowrates tom the 2013 Cigftrnia Code of Reg.02tbps, Title 20, Mp 11 ance E ff cie nicy R egi ul atio ns (3 cc T a b le 4.303.2.) 2.� F or resi dentia I occupanci ee, the in um be r o f occu p ants she I I lo e bas!ed on two, perso ns fo r t he I rst bedroo M. PI ue one addRional person foreach addRional bedroom. 3. For nonresi dent ial occupancies, reler to Talble A, Chapter 4, 2013 Gafforn.,� PhumWng Code. for occupard load factors. a. Shomr use by occupants depends on thetype oluse of a building or portion of abuilding, e.g., total occupant load �or a health club, but onlya frac6onofthe occupants in an office building as determined bythe a rdici pated num ber of u se rs b. Nonresidentialkitchen faUcot um i;s dMerminedby1he occupant lQaclof1heLarea �ervedby the Ixture. 4., Includes 5ingl e and dual lush mater dowts %nAh an effective I ush of 1.20 gallons or less., Single tush toilets -The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume isthe average lush volume vhentesfied in accordance vAh ASME A1112A!9.231:2. Du al Wsh toil ets -The effective 11u:sh volume ctiall not emeed 1.25 pllQns(4.Q Hem), The effecti%ffl lu�h volume is delned as the composite, a%crage lush volume oftm recluce d lushes and one full lush., Flush YolumnesMill be tedeel in accordance Wth ASME Al 12.19.2 and ASME Al 12.19.14. S. The claily,bse numbershall be increased to three if urinals are not installed in the room. 6. Where complying faucetsare unavailable, aerators rated at .359pm or other means may be used to achieve, reduction. REVISIONS BY 06-02-17 RK 06-21-17 GL AN 07-10-17 RK 07-31-17 GL < LU cc U) 0 UJ D Z 0 cc U 0 Z LLj C3 Z Z co Ju W LO Z M 1W .J C3 < .J C0 0 >: 0 CO UJ 6 _J JU MI Z10 <0 LL C3 In 0 10� OL cn Z 0 Z - UJ C3 2 _J a: Z < c) X I LU P1 IEN�SE�RVICES F :)R IYNCE IL -BY M ENGINEERS STAMP 1 Ss < :a Z: 60 C1 I\- CAO� L001 LO > C) '10) W _J < W co 4 X Z UJ r -- Z 0 co a. LO _J co < co LU LU Z < IL DATE: 04-04-17 SCALE: NONE DRAWN: GL JOB: 17-5060 SHEET 13 63 OF 15 SHEETS -7 T X11' [71 l i REVISIONS BY 06-02-17 RK 06-21-17 GL 07-10-17 RK 4 07-31-17 GL GON5TRUGTION WA5TE MANAGEMENT (GWM) PLAN GON5TRUGTION WASTE MANAGEMENT (GWM) A NOWLEDGMENT Itniflo NOW. Job f: N i'h-�' t I4f�na^I<r v 'W ante Hauling Cornroa t nIgb N@1 rater.- Pr jird 1aamtg�er.- _,l n All �ttl�t�ritt I��rs �n�.t�c�m�(t{ � Itis tP� ��q.� sOc�r�tlr� �4 ra�e� ��i�It���rrlra>r1 i�C�rl_ [xyry n,(� •�p{�ayy j�yryy�y gyp q�.'�r All Suomi tmNarformon AM signthe C%i, 1 'r AI Pt art A cknowle=dgm CIA - �,-. » ::. '•.: a '.r. t .,.. .. �a * cl � 3r�failt�lw �tthtn���a�tc.dt'�x �meati�le s�ttCt� ub e,;�trtat� fdch:^�r . u h :. - e . �y *gyp % �., rt"'ttR Ir - 7 � �'! tt . k A"` t tB �K '� It l! 7 - . at" .dk fi k n . � +l'!M�'�11 '� a>. � . f� '�t'� ��I,'f 'ih 1'�I ti. a E' �. i�u"+t'4" I` Iw' �' �4 � ��, Tk� t rl'�� F 1 t� t� � t � 1 F. Bi.T9 k' Y. .lf•h 4[a4 .. sTt' br F!-!. ,:.. l � yy.�y�n�{ , --h..ie ry.y mea as back L»I{_.1.4>: d= p!tys6�r�n!� 1bP •!! A1. i8'� III&'� ':: �Ik11ry� y�yy"�� �►��('� 2 �}�! � W Y73ii �'r.'4Pd Rl$Li4�9�JL4FL-fiI�.T. 4.Yr.?F.+113{1. . r Ilia read c W ,� � � � � � .�,rr�• �� ��I��� ��� ��u� ���r in %.i 2 Thisproicn-1 Shall w tePus this tan p iI". II lith • ,< tt ttlr?t:i "tt PSCr r ttt crt d a nary s rtr sv i !n rr s 1.rn�crwt s 1 a tIt13,�4.t)stt�' will li't' it[vd.l't� froml�ie tr11� A£fIl t��'ll�i a! rok� � s _ .> , . �, �.; r ..,. ,... .. i.d 's. , ....: ; . .;" ., .. ,. s.._ F\�t7 _ _ , N x .. .,..,. .. '�p�4.yg �yy y p . @' i,!'.N�l�f1R�i Fi.W,Fa� ....,.... 3� S &-hest 1 enclcased,i&-nteOcxthe wa4etn r rialithaiwill -fetwoardcPndtkpmjrctd1eidi tylwtste . uAthe; antici teat dtvetsion rate, Y. Z J 4- W jagte M,r �oI� and cl # �- � �� 14"I'� �111� �i� tJ �i Me n ate -the :WN[�s lcr y1S.��cnttt, tl't€rwyt�l, ���1F1�n����er�.,a tn drtElfeabs,tte toia1tfi mtcriNair .,�td W 5alvaiN4tI hoern n d villa'�' > a de 5 / �_thr C V07M Pla iL Stsbcotiltiftor ACI non It pnenit Sleet cnsed, The M*M Pinn vi It be�,+'_mzd at the jdtsite b-atkr. o av � . , a��,.eta,� s i1ut`t erlaticat LL, used tt1the rqxtett, rw rix-tameda vrrtt3or vill 1:+e ttfi'm-ci t . ye. itrrJ,,, the owmc vt t1tte '0 charity if fn—;tblC-. 6- Ii4CtM G CCl}AN't7will rc*rKe actnmtn�gIcY♦ � �t ri� nl r mr�ct �i Irt� s*•tc��I ,�, t•tmtrtta�_,l�l � `; rate fImitt„-" vm.wflft®�3CaYr,tx.roadt trmm Irmil.djUtki n"ll dmp trxcs will bc U.Vd fx Fmiculu frft=5 cif :rs etr (r~.g,.. ?'r1mizAl d woudwa,,*)toc.nrcthelttgh -4: 1w tealatve"imralo-p`" ihle 9t 'r .� a c:: . w a'. • ". r Y '. • F.. Inthec' tthathc asted4vm-imrate mcbie+abIr-v ar sl �c-c rf:ts�tten � . 1rc�� I) [tt c 1 s rtl�tr what Ettr then ammaly ol+souileLed waste .diversion .aJ.:want. stream reduction willaslx.ie,i. be imp Soturce seranted waste reers 6 jobsile VV'xilhat t5_nmrim "but 1i, rnst\,,ed ttltG► nl d err n tlt' 0s bn't 1 ii -p- itrxl Pr -a sin mrt l q �1, � �� 1. Woste Itt em reduction r Viers to efforts taken by tit;.- builder to r edea the amttTA ofv - !•mt l b ♦ tht to bell ftxtr t PM -9 pounds, 1'tcr � fc>r}t rn#` 1'fut�.�an,� rem the �t s set tltett�ithe t"t�rr� � stltrtr�c��al ilR � iei€ht'�ff�ur ��? roui.ds ^rWien usin` �� t� gtr to l��rt�n t�Iarlte. s, , n <. -; 1 w.n.t � to �t- Pro �i � �` � �! , !lt l�� '?C fir.,. , $'tll.ri:12i'tn. ,, U14.Al_ll,.l"•.0 COWAC'°J will traA stl d4lctrtat_ iltttar:ERt teat tons) iii all Osie lcxvinr tSc��c t�t� 00 fartlr r [FiA�LI GC�wP��"��ilil*�ri���+ cilan�,`�rillv�7atedm171�Ix�ctWeightfiatttUldllewaste div emion Talc hkvcd M the io3ed. CIi l.i1,ltG C()!%tPXN'r-x nlhly nrw-ill UiK*a�mtcly c ��a�ttts �nrt rv�a-' � � k:t'�irn, tine Alec e,.ItK Yttltr�rtre.rtr tit Arxt;cO�iP ems n04setytlenlyCrall o"ft debris twasrnthe o ,,the i1AULINGCOMPl�NY] iitwwkwitltllte . , lite testotracU . -tle hl _ » r tw artrJ m�rea ltt In taxis tIl such d�..hr hrtxcs rtlt?i r toit rtrsttltc x CC�T7?kltn . � � � � >� � � lIIthe c4'e117G�i�ilt]CC!�11�"�.^`rS7 �I7t 1. T % -x r� n �I#It1cI �+ur,dc�stshc}�c#x. �rt .. �utv ,,Lich �sntrstrztctrr��halln cget�rcic�l�'ra�sln` t l't�t i� idA _ O J a t*t_ ttvtlltt the Intl +�tlt r�vetl4c � � a�4 fust tt�tnr d b�c�� 11 - , w _ .: 1 � ti h�nl. _ Iry I �, : Il �- t xiI f � ��� ,, . i�ter rsl,r" Wthat 6r be Uf��Il�tl m . der rlated r lM.s k.6..tlt«�l�t�s a�iia.>.��t��tl�w:hl�r�r�i,va�l�l.l,�t. riP�c,t� �a�te .f W �y a �r,,q� C1.7tCCi. T'14'!14C > toR II3L$ a!L* o rtrrn NLx%�rl�ti:trlrttl�t�.d s�tth EIr�•"4JrI� ,'�� '�rail:r -d3-""'":-. J 11,< Dtifis1"ror3ftstin ., ,` y�V` �f f t� and t11111t'tg t'totii5 *�'Lli cott€ctex9 by DfSPGSAL SERVICE '.4,1P`7y,Y1 WI'OSAZ SiRViU Fhl�'ijwKl,ata mtnrvirlr��,,nc�ct�affec�rrd GONSTRUGTION WASTE MANAGEMENT (GWM) WORKSHEETProject Name: 0 0 O _ Q Joh Nttmtwrw W 1b 0 En C3 9 z _ Wide llmiling C+ntt pony: Z nCnt�rttlwt: li;t# fana t'ii11M inC3 2 CC J {. -i: i7! 1!lY.ldiJ`Ii9�7'li/Ral: W �ry+yp�yy q�ECTED tIlX1�aIE MATERIALPF , : -. o*CL AdOS; D � r�riE y� T DO �li�������\�LJ 4J � �{K .{ r+�, p. l77'VLPi 3iV't�kA7L O 1ail�ctY+iy'� ; Rigid Wulaikrrt Fiberglass i nsttlation Gypstin *A-v2j1 ENG EERS STAMP C. aJ ` .tfvad 0 F E F Mastic buck -as w C6 250 z M Ptn�k3c 1•TIi?I:],tt1i Siding ,itlld towds': s q CIVIL R OF CAL\F" CzWhoz)i ratt'ns a Job offtee traI,h, r x, � ulfic O M ., botirts,, rn • rn LOQ j c0 iiyy aqq �Vi !g� �y y/yy � fryq�ypy� ��s �IA1."l��®h Y4��lRL M�'I. iF LPY� iJ"i{4i..0#61+34 .. - o w w -J < U 4 - tex rar'Cri andci�rrimltic devices : U W .> odto cherUj z a O c� (lQLO J m _I O Itx-rr 'r Gdor `D a DATE: - 04-04-17 SCALE: NONE DRAWN: GL JOB: 17-5060 SHEET 14 - 64 OF 15 SHEETS T X11' [71 l i A General information For detailed instructions on the use of this and nil Energy Efficiency Standards compliance documents, referto the Nonresidential Manuaf published by the California Energy Commission. YES NO COMP, DOC. TITLE (Climate Zone: 11 Conditioned Floor Area: 0 NRCC-LTI-01-E Certificate of Compliance. All Pages required on plans for all submittals.;; 0 0 Unconditioned Floor Area: 20,000 Lighting Controls, Certificate of oreIrance and AF' Calculation. All Pages muered on plans for all submittals. BuildingType:- ❑ NRCC-LTi-03-E. Nonresidential ❑; High -Rise ` Residential ❑ Hotel/Motel, E3 Schools IP E❑ Relocatable Public Schools ❑ Conditioned Spaces P ❑ inconditionedSpaces Phase of Construction. Industrial Work, Low Bay ❑' New Construction, ❑' Addition ❑ Alteration Method of Compliance:: Er7 C7' Complete Building C3 Area Category ❑ Tailored` Project Address:1616'' Larkin Road 04 Adjusted Installed Lighting PowerAdjusted - ro S. Lighting Carnp!lance Documents (select yes for each document included) For detailed instructions on the use of this and nil Energy Efficiency Standards compliance documents, referto the Nonresidential Manuaf published by the California Energy Commission. YES NO COMP, DOC. TITLE Z3 Q` NRCC-LTI-01-E Certificate of Compliance. All Pages required on plans for all submittals.;; 0 0 NRCC-LTI-02-E Lighting Controls, Certificate of oreIrance and AF' Calculation. All Pages muered on plans for all submittals. p ❑ NRCC-LTi-03-E. Indoor Lighting PawerAllowance 0 13 NRCC _ CTt-0d-E Tailored Method Worksheets ❑ IP NRCC-LTi-05-E Line Voltage Track Lighting Worksheets ❑ Q NRCC-LTi-06-E indoor Lighting, Existing Conditions CA Building Energy Efficiency 2016 C. Summary of Allowed Lighting Power Conditicined'and Uncondiitioned space Lighting must not be combined for compliance Indoor .Lighting Power for Conditioned spaces Indoor Lighting Power for Unconditioned Spaces Compliance Document/Title shall not be traded between offices having' different lighting systems.: Watts C3 ? Watts ❑ rteld Inspector installed Ughting installed Lighting g NRCI-LTI-02-E - Must be submitted for lighting control system, or for an Energy Management Control System (EMCS),, 0 4 1,379: 0- : NRCC-Lmo1-E, Table H, page 5 +; [7 NRCC-LTI-01-E, Table H, page 5 -1- 3 ai z r v 02 Portable Only for Offices Lithonia JHBL LED 24000LN4 197w ❑ ® NRC!-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a NRCC LT1-01-E, Table G, page 4 1,379 Industrial Work, Low Bay conference room, a multipurpose room, or a theater to be recognized for compliance.: 03 ; Minus Lighting htin - Control Credits _ 0 Lighting Minus Li htin Control Credits _ Er7 NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for NRCC-L7I-02-E, page 2 ❑ LED, undercabinet, furnitvremounted NRCC-LTI-02-E, page 2 lurninarre 04 Adjusted Installed Lighting PowerAdjusted - ro Installed Lighting Power' _ _ 1 379 directJfndtrectl (row 1 plus row 2 minus row 3) . watts in this. (row 1 minus row 3) foot' ifG06> Complies ONLY if insta led _Allowed�Box 0d Box OS � CompliesesONLY if Installed L< Allowed (Box. 04< Box CIS) ❑ Allowed Lighting Power < Allowed Lighting Power ❑ office Conditioned NRCCLTI-03-E, page 1 _ 604 ( 1r Unconditioned NRCC LTi -03-E, page 1 _ ❑ OS 0, 18,000 , ❑ Alterations with replacement 16 mina,irhave atleast replace Alterations with re lacement luminaires that have at least 50135M 0.3, ❑ 50%35% lower power compared to the, original existing luminaires,, lower power compared to the original existing luminaires, may> ❑ ❑: may instead use the all`owed wattage <from NRCC-LTE-0fr page 2 instead use the allowed wattage from NRCC LTI a5,:page 2. ❑.' D. Declaration of Requireid Certificates of Installation Declare by selecting yes for all of the Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) YES: NO Compliance Document/Title shall not be traded between offices having' different lighting systems.: EJ C3 ? NRCi-LTl-01-E - Must be submitted for all buildings ❑ rteld Inspector ❑' ® NRCI-LTI-02-E - Must be submitted for lighting control system, or for an Energy Management Control System (EMCS),, ❑ 4 NRCA-LTI-04-' - A Must be submitted for demand responsive. lighting controls.... to be recognized for compliance. ❑ Field Inspector 13 [7 NRCI-LTI-03-E - Must be submitted for a tine -voltage track lighting integral current limiter, or for a supplementary ❑ Field Inspector 3 ai z r v u' as .. , a �t p overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance. Lithonia JHBL LED 24000LN4 197w ❑ ® NRC!-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a ❑ Field Inspector 1,379 Industrial Work, Low Bay conference room, a multipurpose room, or a theater to be recognized for compliance.: ❑ .� o � ®; NRCI-LT"S-E - Must be submitted fora Power Adjustment Factor (PAF) to be recognized for compliance: 13 Field inspector" ❑; Er7 NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for ❑Field inspector: ❑ LED, undercabinet, furnitvremounted compliance. Q - April 2015 1 CA Building Energy Efficiency Standards- 2016 Nonresidentlal Compliance - April 2016; STATE OF CALIFORNIA iNDOOR LIGHTINiG CALIFORNIA ENERGY COMMISSION CEGNRCC-LTi-01-E iRaVisgd 041169' CAL FORMA ENERGY COM; MSION NRCC-LTI-01-E CERTIFICATE OF COMPLiANCE NRCC-LTI-0i-E (Page 3 of 6) Indoor Lighting (Page 4 0# 6) F017 Project ►game: ;'Manjit & Harman Gosal Ag Bldg Date Prepar-ad: 711112017 E. Declaration of Required Certificates of Acceptance, Declare b sele` i - . . . y ct ng yi's for -all of the Certificates that well be submitted. (Retain copies and verify forms are completed and signed.)` YES NO Compliance Document/Title ❑ Fill out a'seParate lin for each diferent office. Small offices ces that aretyP_ typical (having the same and ortable_li lighting) )` maybe grouped together. This allowance' shall not be traded between offices having' different lighting systems.: p. CAL 02 A Must be submitted foroccu an sensors and autrJmatic time switch cQntrolsa P cN t �] Field inspector: ❑ Field Inspector NRCA-LTI-03=A- Mast be subrnitted for autornatic da li ht vntrol' y g c s. ❑ Field lnspectvr ❑ 4 NRCA-LTI-04-' - A Must be submitted for demand responsive. lighting controls.... - ❑Field Inspector': Q 8 NBCA-LTI-05-A- Must be submitted for institutional tuning power adjustment factor (PAF}.❑ Field Inspector A Separate Lihtin Schedule Must Be F1/led Jutfor Conditioned and Unconditioned Spaces. Installed Lighting Power listed an this, Lighting Schedule is;on cit: �vf 0 CONDITIONED SPACE 0` UNCONDITIONED` SPACE F. IndoarLighting Schedule and Field inspection Energy Checklist ❑ The actual indoor fighting` power, listed an the next � ages includes all installed permanent and fanned' portable fighting gems:` E3 When Complete Building Method is used forcompliance, list each different type of luminaire on ,separate `lines - 13 When Area `Cate Category Method or -Tailored Method is used for compliance, list each different type of luminaire by each diffierent function area on separate tines iE3 Also include track lighting in schedule, and submit the track fighting compliance document (NRCC- LTi- 051=) when line -voltage track _Irghting ls.instal led. , G. installed Portable Luminaires in Offices- Exception to Section 140.6(a) ❑ This section shall be filled out ONLY for1 i . ' portable luminaires i n offices (As defined in §100.1). All other planned Itmimarres shall be documented on next page of this compliance document; ❑ This section is used to determine _ o d.if greater than 03 watts- of portable: tightrng'ts planned for any office.:. ❑ Fill out a'seParate lin for each diferent office. Small offices ces that aretyP_ typical (having the same and ortable_li lighting) )` maybe grouped together. This allowance' shall not be traded between offices having' different lighting systems.: Office Portable Lumiinaire Schedule Office Installed Portable Luminaire W t 04 Office Location Field Inspector 1' 2 3 4 5 6' 7 8 0' 10 , ; Fail 3 ai z r v u' as .. , a �t p Installed Lithonia JHBL LED 24000LN4 197w Watts If G06!9 ❑ 7 1,379 Industrial Work, Low Bay Complete Luminaire Description' P P_ _ ❑ .� o � portable <�, - P er 0.3, enter zero; Ide'nti Office area to ❑ LED, undercabinet, furnitvremounted Watts per P lurninarre `- to o care G05 xG07 ( ) which these portable P Pass Fall directJfndtrectl Luminaire n E `'- � E �'� . watts in this. � � foot' ifG06> luminairesareinstalled ' ❑ _ ❑ office o 604 ( 1r ❑ ❑ ❑ ❑ (1302 x G03) G05); 0.3, ❑ ❑ ❑: ❑.' (606-03) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ INSTALLED WATTS PACE TOTAi: 1,379 Enter sum total of all pages into NRCC-LTI-01-E; Page 2 C3 Q. 0. , ❑ " 2. Total installed portable luminaire watt's that are greater than 0.3 W/ft `per office: Enter sum total of all pages into NRCI:: LTi -01 E;'Page 1; CA Buitdin Ene Effiden Standards- 2016 Nonresidential Compliance Aril 2016 CA Suifding Energy Efficiency Standards - 201G Nonresiden STATE OF CALIFORNIA STATE OF CALIFORNIA INDOOR LIGHTING ma, INDOOR LIGHTING CEC=NRCC-LMI-E (Revised 04116) CALIFORNIA ENERGY COMMISSION " GEC-NRCC-LTE01'-E Revised 04116) CER'lIFICATE OF COMPLIANCE NRCC=LTI-01-E CERTIFICATE OF COMPLIANCE Indoor Lighting (Page 5 of 6) Indoor Lighting ProjedName'. Montt & Harman Gosal Ag Bldg; llatePrepared; 711112017 Project Name. Manji# & Harman G'osat Ag Bldg A SeParate Lighting Schedule ust Be Filled Out�dr Conditioned and Unconditioned roned`SPd_iesinstalled Lighting RauEr listed on this Schedule is ont9fo-r. , CONDITIONED' S1sACE` D UNCONDITIONED SPACE' H. indoor Lighting Schedule and Field inspection Energy Checklist Luminaire Schedule' Installed Watts Location ' Field Inspector. 01 02 03 04 a5 06 07 08 Mame or; Bern Tag Complete Luminaire Description {Le, 3 tam fldorescenttroffer, P F32T.8 one dimmable electronic Balla 5t �` .G �. E 3 How wattage was determined' G E, , ; E Z, � ro o ... 2 " x c _ ._ M t" Ot 1-- Primary Function area in whlch , these luminaires are installed' Pass , ; Fail 3 ai z r v u' as .. , a �t p lw-1 Lithonia JHBL LED 24000LN4 197w 197,0 ❑ ❑ 7 1,379 Industrial Work, Low Bay ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑; ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - ❑ ❑ ❑ ❑: ❑.' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ INSTALLED WATTS PACE TOTAi: 1,379 Enter sum total of all pages into NRCC-LTI-01-E; Page 2 rimpliance DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete.: Do= ntatiornAuthorName: Adrian Starr Doc mtentationAuthorsignature: compawz - A S Starr, Energy Corporation s"'' ature Date 7/11/2017 Address, 2809 Bechelll Lane CEA certification Identification {rr appiicabT ej 3895' city/state/rip- Redding, CA 950)02 Phone:530-275-3350+ RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of er u under the laws of the State of California:: _ fY B P ty p J rY� 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 buildingdesign or system design identified on this Certificate of Com liance (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 p o m to the requirements of Title 24, Part i.and Part 6 o the. California Cade ©f Regulations. d. 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, - ; e ts, calculations, plans and specifications to the enforcement agency for approval with this building permit application, 5. 1 wirl ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permits ' ued for the building, and made available to the enforcement agency for applicable inspections. n` .e i . g cyr 1 understa d that a completed signed copy of this Certificate of+Co enc gutted to be included. with the documentation the builder provides to the buildingowner at occupancy. " Responsible Designer Name: Roger D. Ke}/ ResporuibleDes{gnerSigna re. Company: Key and Associates �Z Date Signed: Address,- 1646' Poole Blvd. License, :City/StaicJZip: ; Yuba City, SCA 95963 . Phone:530-674-1565 I 1 2 3 4 5 8 7 8 9 1 10 1, YZ 13 14 1 15 lie 1T v g 200'-0" Z r b - '-0" :N M -0 " 25-0525-025-025-O REFER TO METAL BUILDING MFR 1 A16 ( r a ANCHOR BOLT SETTING PLAN, TYP A13 TYP S2 ♦S210- --•I E = r = r r r r r r r r -+ r r _, r r r 1 r 1 ,. r r r r �r r r r -_ r ,, ; r - r r _ r r r_ r- r r ;, Z " 10 --- ��--r--}- -• -� -'�--- T T-t'_I_w�_..;•' T-1'__ �� T -T T .T -T-- __ I �, rK� 77-F! w -I---- ! ; 1 3) #4 i FOOTING DOWELS ; i 1) f5 HAIR PIN -PER ! w ! ---••I- A4 TYP AT PERIMETER FTGS i FETAI SETYP E T PERIMETER I ♦� o • a -I-- i S2 i S2 0 ; iL ---------------- _ i j • K -�--__ p --------------}- --F- i A7 i D16 , ... i ...w»...M.w..N.NN._Nw..».._ »..........NN».»...........«. w:wN.»..............»....w»....M»..»..n.i.....•.............S2....M...wM... �.»M.»..»....�..w.......MN«......N..:... .. 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S2 , w � 2 i S2 o. i I p 1 1 i A7 .I ! 1 i S2 i � 1 .«.._.M.M.M..» . n».....Mw.nMw...M.....M.....i.»..NM.....»........M...................ww....«....«....w...M...N.»N..«..«»....«»..««...N.......»...... ........NN.M.•M «.»..........».w...:....w ......«...........M..»......«.. .....»....»«»....«.. , ......»...M»..NMM.NM......»....«M.»....;. ...«M ..MM«Mw•.....,M•NI........MN«..«..ww»n«....N.i«ww....wMw.w«N«w«M«.»« .«.w.: «.. ». . ..I» u N ... ...•.NIMH•«.«...««._..w..«.... N» « ..... M,r,. wN , ...».« N•..••••••.•.•.•M.w.N .«.....�M M.I.NN» ! Q I i $" CONCRETE SLAB W/ #4 0 16"oc I 1 i I 6 •_ " i ! EACH WAY OVER 2w OF SAND OVER 10 I i ! ! ----I- 1 1'-0" 1 O ; i MIL VAPOR BARRIER OVER COMPACTED _ i i a a in - ! ! BY OTHERS PAD I N 1 a s i t - I ' I a . i I 4 i , i i 1 i T i i A10 I8 S2 1 i SLAB JOINT LEGEND 1 ; .. .......... ... .........:.............. ....... ., ..,, .............. .... .. ., ..... .. . .. ........ INDICATES CONTROL JOINT PER (Al r f♦ j N S2 i i ti F F i i LOCATE PER PLA i I _ _ i i A 7 i J INDICATES CONTRACTION JOINT PER S2 ; ; i LOCATE PER PLAN i i f ( A13 I I ; 1 � ' A4 I I �-I- SZ Z i � ; � � INDICATES CONSTRUCTION JOINT PER S2 ! I I t A4 ; LOCATE PER PLAN ...._ i i SZ i I i i I i _ i i i i • �_, j - . - ' .S_•_._•_. •._._._,_._,_._._•_._._._.._._._._._:_._..r,_._._.�i._._.-.. �._._._. �._,_._.�.�._._.r._._. .+.:_._._._,._.�.�.�:�.�:_:�.�._:_._.r�._:�.:_._._:_._.r _,r _,� _ _ _ _ �.. _ _ � - .a. 1•. _ ...._._._. _._,_._..�._._._...,_•_._..�._..r.._,r�._,_,_a�.._,_._•r._.-,_a' ._,_._.�„_._._.,_._,_._,!»._•.r.r.._._.-a.-.-:_._.»i. s E -f- i Z N [ i I i ( i _ i At �5 HAIR PIN PER DETAIL .STEP DOTING AS READ ! TEP DOTING=AS READ ; K1 K4 S OCCURS TYP ; - 1 D1 §A16i 'I•D1 REFERTO FOS1.1 SiS? S2 S 10 K O T CORNER P IMETER 1 TYPAK10ER e SEE 'S2 RAMP INFO S2 ; � I I GS FT S2 i ! i i D13 S2 _ Al 1 _L 3 I 1S2 S2 n 1 i _ i 1 t - Iov L� � �-444-p- (A) _i_.i L._'°JLL_L�._L�1• L_. _L.-- -� /®r/ -1-- -- L J ;�L, L_�I,:._ L�•' L..; ___:.L LJti• L .L.._ -- - i- z 0 Slt J r = r _ r r r _ _ r~ r r _ i� r =, r r = r r = i� r r = r -•I •- r s . I•-! -I r r r i!- r 1" � m 0Z� N FOUNDATION PLAN REFER TO Al A4 A7 A10 A16 s2 I ( ; 1. ALL MATERIALS AND WORKMANSHDP SHALL CONFORM TO THE LATm t:DITmN OF THE CALIFORNIA Dl � BIIIID�IG CODE AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION � Li I I ( OF THE WORK. QQ < J U Y6"=1'-0' 2. CONFORMS TO 2016 CBC, LOCAL & OTHER APPLICABLE CODES. .. ,I v Iob 1. ALL SOILS WORK SHALL BE PERFORMED IN ACCORDANCE HATH THE REQUIREMENTS OF CHAPTER 16 OF THE 2016 CBC. FOUNDATION DESIGN PRESSURES ARE 1,500 psf D+L < � SITE WORK BY OIfM � Z' (2,000 paf D+L+EQjM). ALL FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED OR REWORKED NATIVE SOILS AT OR EXCEEDING DEPTHS MOWN ON THE DRAWINGS. ALL FOOTING 3' Q ,y (y EXCAVA11ONS SHALL BE AS NEAT AS PRACTICABLE OVER -EXCAVATIONS IN DEPTH SHALL BE FILLED WITH CONCRETE. ALL LOOSE SOILS SHALL BE REMOVED FROM EXCAVATIONS 4. DRAWINGS SHALL NOT BE SCALED. ,ALL DIMENSIONS SHALL. BE VERIFIED BY THE CONTRACTOR PRIOR r "_,� STRUCTURAL PLAN 5PEgFlCAT10NS TAKE PRIOR TD PLACEMENT OF REINFORCING OR CONCRETE. Z 0 TO BEGINNING WORK. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS, 1. ALL CONCRETE SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE. PRECEDENCE OVER THESE SHOWN HER£ = 0 OR ON ANY STANDARD 'SCHEDULE 2• ANCHOR BOLTS: ASTM F1554 GR 36 STEEL UNLESS NOTED OTHERWISE ON METAL BUILDING DRAWINGS ALL ANCHOR BOLTS SHALL HAVE A 3" PROJECTION ABOVE THE CONCRETE ARE NOT SHOWN OTHERWISE. NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS C r+ BEARING SURFACE EXCEPT .J"0 HILTI EXPANSION BOLTS LOCATED AT DOORS, WHICH SHALL HAVE A PROJECTION OF 1J* . PROJEC11ON SHALL BE INCREASED APPROPRIATELY •••/ 2. ALL 'CONCRETE SHALL ATTAIN A STRENGTH OF 3,000 psi WITHIN1, REFER 'T0 FOLLOWING SHEETS FOR STANDARD DETAILS OF WHERE GROUT IS PLACED BENEATH COLUMN BEARING PLATES. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTHY LESS THAN THE PROJECTION. PROJECTING THREADS SHALL 28. DAYS, LINO. CONSTRUCTION FOR MIN REQUIREMENTS FOR CONDITIONS do MATERIALS BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. ALL ANCHORS AND ANCHOR BOLTS ARE TO BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. 5' METAS DRAW SNAIL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL a) 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM (A615M-40) FOR #4 NOT NOTED BUT AS OCCURS THROUGHOUT THE PROJECT. SAD FOR CONDITIONS WHERE H DETAILS ARE SHOWN CONSTRUCTION SHALL 8E OF SANDE NATURE AS SIMILAR NOTE: NOT STRUCTURAL CRITERIA -THIS IS REQUIRED P "CORDI?IONS ON THE PROJECT. � SFJSk11C DESIGN CATEGORY D. BARS AND SMALLER AND ,.ASTM (A615M-60) FOR #5 BARS AND :SPECIFICATIONS, MATERIALS. AND .METHODS. 3. THE 'TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY ..SET TO A TOLERANCE OF *Xao ON DIMENSIONS WITHIN 2016 CBC SECTION 1808.8.$ F LARGER, UNLESS NOTED OTHERWISE. THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A I TOLERANCE STRUCTURAL DESIGN BASED ON 2500 psi, 2. BUILDING DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. 6. ELEVATIONS SHOWN ON PLANS AND DETAILS ARE 70 HEIGHTS ABOVE FINISHED GROUND FLOOR NQ SPECIAL INSPECTION REOUIRIED -BY ENGINEER OF -2. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM SAD FOR ALL ACTUAL BUILDING DIMENSIONS. ANY DISCREPANCIES TO 4. DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. SFE MANUFACTURER'S DRAWINGS FOR EXACT LOCATION OF ANCHOR BOLTS. ELEVATION REFERENCE 0'-0'• I! (A7 M-40) FOR #4 BARS AND SMALLER AND ASTM (A706M-60) FOR BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER SO j #5 BARS AND LARGER. USE LOW HYDROGEN ELECTRODES, GRADE CLARIFICATION CAN BE MADE. 5. TYPICAL `SLAB: 6 CONCRETE SLAB W/ #4 O 16 oc EACH WAY OVER 2 OF SAND OVER 10 MIL VAPOR BARRIER OVER COMPACTED PAD BY OTHERS. T•GENERAL DIMENSIONS AND SIlE CONDITIONS BffORE STARi1NG ALL a]r�T1T LISTED TO BE TYPE 1 OR TYPE =p OF ASTM -C -13O. - WORK. THE OWNER/ ENGINEER TO BE NOTIFIED OF ANY DISCREPANCY BEFORE PROCEEDING WITH THE (E 70) FOR WELDING OF REINFORCING BARS (IF APPLICABLE). G10 .3. DETAILS NOT FULLY SHOWN SHALL BE OF SAME NATURE AS OTHER 6. PROVIDE SLAB JOINTS PER PLAN. 'SUBMIT ALTERNATE JOINT LAYOUT PLAN FOR REVIEW IF CHANGED. PROVIDE DOWEL JOINTS INSTEAD OF CONTROL JOINTS AS REQUIRED FOR WORK. 3. DRYPACK TO BE COMPOSED OF 1 PART PORTLAND CEMENT TO NOT. MORE 3. REINFORCING BARS MARKED CONTINUOUS TO BE SPLICED PER S2 SIMILAR CONDITIONS. DISCONTINUOUS FOUNDATION CONSTRUCTION. DONT SPACING SHALL NOT EXCEED 15'-O'oc LINO. B !; THAN THREE PARTS SAND. UNLESS NOTED OTHERWISE. LAPS IN ALL GRADE BEAMS OR CON ETE & THE CONTRACTOR IS TO INVESTIGATE THE SITE DURING CLEARING AND FJ4RTIIINORK OPERATIONS FOR PRIOR 4. SUBMIT ENGINEERING FOR DEFERRED APPROVAL ITEMS TO ARCHITECT 7. PRIOR TO PLACEMENT OF CONCRM FOUNDATION EXCAVATIONS AND REINFORCING STEEL SHALL ` INSOECIM BY THE BUILDING INSPECTOR, UNO. FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. POURED ABOVE GRADE 'f0 BE VERIFIED WITH ENGINEER, PR TO ANY SUCH STRUCTURES ARE FOUND, THE OWNER AND ENGINEER ARE 'TO BE NOTIFIED IMMEDIATELY. it 4. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 48 POURING. FOR REVIEW AND BUILDING DEPARTMENT APPROVAL PRIOR TO FABRICATION. MANUFACTURER TO PROVIDE CERTIFIED DRAWINGS AND 8. CONCRETE SLABS SHALL BE KEPT CONTINUOUSLY WET FOR 48 HOURS AFTER PLACEMENT AND SHALL BE KEPT DAMP FOR 7 DAYS AFTER PLACEMENT OR SLAB SHALL HAVE HOURS OR BY AN APPROVED CURING COMPOUND (UNC►). 9. LOCATIONS OF DRAINS, , CO4DUtT, EQUIPMENT, DUCTS, ETC. SHOWN ON DRAWINGS ARE PLOT DATE 4. Ail. REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE CALCULATIONS.. CURER/SEALER APPUED IMMEDIATELY AFTER FINISHING IF 07HER FINISHES ARE NOT AFFECTED. CURER SHALL BE OF A TYPE THAT WILL NOT BE DETRIMENTAL TO SEALER WHICH 5. ALL REINFORCING STEEL., ANCHOR BOLTS AND 'OTHER INSETS TO BE PRIOR TO PLACEMENT OF CONCRETE. MAY BE APPLIED LATER. DIAGRAMMATIC. CONTRACTOR lT) ADJUST ROUTING AND LAYOUT TO CONFORM 10 REQUIREMENTS 3/29/2017 8:11 AM ACCURATELY PLACED AND SECURED S0 THAT THEY WILL NOT BE SHOWN ON STRUCTURAL. AND ARCHITECTURAL DRAWINGS. 5. ALL REINFORCING SHALL BE KEPT CLEAN AND FREE OF -RUST. 9. DO NOT UNDERMINE EXISTING FOUNDATION CONSTRUCTION. NOTIFY ENGINEER FOR REVIEW AND REVISION IF EXISTING FOUNDATION CONDITIONS ARE NOT AS SHOWN. - JOB NUMBER DISPLACED. 10. THE ENGINEER IS NOT IN RESPONSIBLE CONTROL OR CHARGE O; AND SHALL NOT � RESPONSIBLE 10. PLUMBING, UTILITY PIPES AND ELECTRICAL CONDUIT SHALL NOT BE LAID WITHIN FOUNDATIONS., NO VERTICAL OR HORIZONTAL PIPES OR CONDUITS PERMITTED TO PENETRATE SAFETY PRECAUTIONS AND PROGRAMS EJ ASSOCIATION WITH THIS WORK, FOR THE ACTS OF 36661.1.17 STEEL FRAMES;, STEEL COLLIMNS. OR STEEL BASE PLATES. PROVIDE FURRING AND/OR THICKENED CONCRETE WHERE REQUIRED TO CONCEAL, OR CLEAR UTILITY SYSTEMS. ALL OR OMISSIONS BY THE CONTRACTOR, SUBCONTRACTOR OR ANY PERSONS PERFORMING ANY OF THE PLUMBING AND CONDUIT THROUGH FOUNDATIONS SHALL BE PER K7 � K16 WORK � FOR �� RE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE SCALE A A sz sz AS NOTED Al CONCRETE NOTES A4 REINFORMG STEEL NOTES A7 BUILDING NOTES A1C} FOUNDATION NOTES - Alb GENERAL NOTES SHEET NUMBER 1 I MEN= 2 3 6 7 8 9 10 is '� � PERMIT #_ D 7 9.3 - - �ZWORK32\366617 - SUN VALLEY ORCHARDS\366617-S1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE. .Z DATE �?� "1 % BY I T- _ - - - - - -- - _ - - ---- - - - - -'T r - I FOOTING LE EM MARK SIZE (LxWxD) REINFORCING NOTES ® 3' -0"x3' -0"x1'-6" (4)14 EACH WAY TOP & BOTTOM SEE 1' -1 SIM S2 O 5'-0"x5'-O"x2'-0" (6)14 EACH WAY TOP & BOTTOM SEE A16 DID D13 \,_S2_A S2 A S2 A 5'-0"x5'-O"x2'-O" (6) 14 EACH WAY TOP & BOTTOM SEE D1 010 D13 S2 S2 S2 i�� O1V1V� K i i v ( D16 S2 w A 12-31-13 I DATE SIGNED: 03-29-17 n •.w• ••N•Mnw•N••MIN•.w.M.•N•.M•»•«•NwNN••N•Yw.N••.N•N•«N• . •.«• •N•w••.ww.•.• w••. •• .w•N.«. ••»•N•••••»•N»•»••. »•••M•.Nw•I••N••q•.w.•W N... �.M »N .�n N N.�»w. wN .••N«wNw•..MMNMINN�••� �iiw«�N ® } J 194A13 I ; j < gil15 UA EQUAL EQUAL I EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL !, EQUAL EQUAL !' 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EACH WAY OVER 2w OF SAND OVER 10 I i ! ! ----I- 1 1'-0" 1 O ; i MIL VAPOR BARRIER OVER COMPACTED _ i i a a in - ! ! BY OTHERS PAD I N 1 a s i t - I ' I a . i I 4 i , i i 1 i T i i A10 I8 S2 1 i SLAB JOINT LEGEND 1 ; .. .......... ... .........:.............. ....... ., ..,, .............. .... .. ., ..... .. . .. ........ INDICATES CONTROL JOINT PER (Al r f♦ j N S2 i i ti F F i i LOCATE PER PLA i I _ _ i i A 7 i J INDICATES CONTRACTION JOINT PER S2 ; ; i LOCATE PER PLAN i i f ( A13 I I ; 1 � ' A4 I I �-I- SZ Z i � ; � � INDICATES CONSTRUCTION JOINT PER S2 ! I I t A4 ; LOCATE PER PLAN ...._ i i SZ i I i i I i _ i i i i • �_, j - . - ' .S_•_._•_. •._._._,_._,_._._•_._._._.._._._._._:_._..r,_._._.�i._._.-.. �._._._. �._,_._.�.�._._.r._._. .+.:_._._._,._.�.�.�:�.�:_:�.�._:_._.r�._:�.:_._._:_._.r _,r _,� _ _ _ _ �.. _ _ � - .a. 1•. _ ...._._._. _._,_._..�._._._...,_•_._..�._..r.._,r�._,_,_a�.._,_._•r._.-,_a' ._,_._.�„_._._.,_._,_._,!»._•.r.r.._._.-a.-.-:_._.»i. s E -f- i Z N [ i I i ( i _ i At �5 HAIR PIN PER DETAIL .STEP DOTING AS READ ! TEP DOTING=AS READ ; K1 K4 S OCCURS TYP ; - 1 D1 §A16i 'I•D1 REFERTO FOS1.1 SiS? S2 S 10 K O T CORNER P IMETER 1 TYPAK10ER e SEE 'S2 RAMP INFO S2 ; � I I GS FT S2 i ! i i D13 S2 _ Al 1 _L 3 I 1S2 S2 n 1 i _ i 1 t - Iov L� � �-444-p- (A) _i_.i L._'°JLL_L�._L�1• L_. _L.-- -� /®r/ -1-- -- L J ;�L, L_�I,:._ L�•' L..; ___:.L LJti• L .L.._ -- - i- z 0 Slt J r = r _ r r r _ _ r~ r r _ i� r =, r r = r r = i� r r = r -•I •- r s . I•-! -I r r r i!- r 1" � m 0Z� N FOUNDATION PLAN REFER TO Al A4 A7 A10 A16 s2 I ( ; 1. ALL MATERIALS AND WORKMANSHDP SHALL CONFORM TO THE LATm t:DITmN OF THE CALIFORNIA Dl � BIIIID�IG CODE AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION � Li I I ( OF THE WORK. QQ < J U Y6"=1'-0' 2. CONFORMS TO 2016 CBC, LOCAL & OTHER APPLICABLE CODES. .. ,I v Iob 1. ALL SOILS WORK SHALL BE PERFORMED IN ACCORDANCE HATH THE REQUIREMENTS OF CHAPTER 16 OF THE 2016 CBC. FOUNDATION DESIGN PRESSURES ARE 1,500 psf D+L < � SITE WORK BY OIfM � Z' (2,000 paf D+L+EQjM). ALL FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED OR REWORKED NATIVE SOILS AT OR EXCEEDING DEPTHS MOWN ON THE DRAWINGS. ALL FOOTING 3' Q ,y (y EXCAVA11ONS SHALL BE AS NEAT AS PRACTICABLE OVER -EXCAVATIONS IN DEPTH SHALL BE FILLED WITH CONCRETE. ALL LOOSE SOILS SHALL BE REMOVED FROM EXCAVATIONS 4. DRAWINGS SHALL NOT BE SCALED. ,ALL DIMENSIONS SHALL. BE VERIFIED BY THE CONTRACTOR PRIOR r "_,� STRUCTURAL PLAN 5PEgFlCAT10NS TAKE PRIOR TD PLACEMENT OF REINFORCING OR CONCRETE. Z 0 TO BEGINNING WORK. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS, 1. ALL CONCRETE SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE. PRECEDENCE OVER THESE SHOWN HER£ = 0 OR ON ANY STANDARD 'SCHEDULE 2• ANCHOR BOLTS: ASTM F1554 GR 36 STEEL UNLESS NOTED OTHERWISE ON METAL BUILDING DRAWINGS ALL ANCHOR BOLTS SHALL HAVE A 3" PROJECTION ABOVE THE CONCRETE ARE NOT SHOWN OTHERWISE. NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS C r+ BEARING SURFACE EXCEPT .J"0 HILTI EXPANSION BOLTS LOCATED AT DOORS, WHICH SHALL HAVE A PROJECTION OF 1J* . PROJEC11ON SHALL BE INCREASED APPROPRIATELY •••/ 2. ALL 'CONCRETE SHALL ATTAIN A STRENGTH OF 3,000 psi WITHIN1, REFER 'T0 FOLLOWING SHEETS FOR STANDARD DETAILS OF WHERE GROUT IS PLACED BENEATH COLUMN BEARING PLATES. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTHY LESS THAN THE PROJECTION. PROJECTING THREADS SHALL 28. DAYS, LINO. CONSTRUCTION FOR MIN REQUIREMENTS FOR CONDITIONS do MATERIALS BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. ALL ANCHORS AND ANCHOR BOLTS ARE TO BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. 5' METAS DRAW SNAIL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL a) 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM (A615M-40) FOR #4 NOT NOTED BUT AS OCCURS THROUGHOUT THE PROJECT. SAD FOR CONDITIONS WHERE H DETAILS ARE SHOWN CONSTRUCTION SHALL 8E OF SANDE NATURE AS SIMILAR NOTE: NOT STRUCTURAL CRITERIA -THIS IS REQUIRED P "CORDI?IONS ON THE PROJECT. � SFJSk11C DESIGN CATEGORY D. BARS AND SMALLER AND ,.ASTM (A615M-60) FOR #5 BARS AND :SPECIFICATIONS, MATERIALS. AND .METHODS. 3. THE 'TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY ..SET TO A TOLERANCE OF *Xao ON DIMENSIONS WITHIN 2016 CBC SECTION 1808.8.$ F LARGER, UNLESS NOTED OTHERWISE. THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A I TOLERANCE STRUCTURAL DESIGN BASED ON 2500 psi, 2. BUILDING DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. 6. ELEVATIONS SHOWN ON PLANS AND DETAILS ARE 70 HEIGHTS ABOVE FINISHED GROUND FLOOR NQ SPECIAL INSPECTION REOUIRIED -BY ENGINEER OF -2. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM SAD FOR ALL ACTUAL BUILDING DIMENSIONS. ANY DISCREPANCIES TO 4. DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. SFE MANUFACTURER'S DRAWINGS FOR EXACT LOCATION OF ANCHOR BOLTS. ELEVATION REFERENCE 0'-0'• I! (A7 M-40) FOR #4 BARS AND SMALLER AND ASTM (A706M-60) FOR BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER SO j #5 BARS AND LARGER. USE LOW HYDROGEN ELECTRODES, GRADE CLARIFICATION CAN BE MADE. 5. TYPICAL `SLAB: 6 CONCRETE SLAB W/ #4 O 16 oc EACH WAY OVER 2 OF SAND OVER 10 MIL VAPOR BARRIER OVER COMPACTED PAD BY OTHERS. T•GENERAL DIMENSIONS AND SIlE CONDITIONS BffORE STARi1NG ALL a]r�T1T LISTED TO BE TYPE 1 OR TYPE =p OF ASTM -C -13O. - WORK. THE OWNER/ ENGINEER TO BE NOTIFIED OF ANY DISCREPANCY BEFORE PROCEEDING WITH THE (E 70) FOR WELDING OF REINFORCING BARS (IF APPLICABLE). G10 .3. DETAILS NOT FULLY SHOWN SHALL BE OF SAME NATURE AS OTHER 6. PROVIDE SLAB JOINTS PER PLAN. 'SUBMIT ALTERNATE JOINT LAYOUT PLAN FOR REVIEW IF CHANGED. PROVIDE DOWEL JOINTS INSTEAD OF CONTROL JOINTS AS REQUIRED FOR WORK. 3. DRYPACK TO BE COMPOSED OF 1 PART PORTLAND CEMENT TO NOT. MORE 3. REINFORCING BARS MARKED CONTINUOUS TO BE SPLICED PER S2 SIMILAR CONDITIONS. DISCONTINUOUS FOUNDATION CONSTRUCTION. DONT SPACING SHALL NOT EXCEED 15'-O'oc LINO. B !; THAN THREE PARTS SAND. UNLESS NOTED OTHERWISE. LAPS IN ALL GRADE BEAMS OR CON ETE & THE CONTRACTOR IS TO INVESTIGATE THE SITE DURING CLEARING AND FJ4RTIIINORK OPERATIONS FOR PRIOR 4. SUBMIT ENGINEERING FOR DEFERRED APPROVAL ITEMS TO ARCHITECT 7. PRIOR TO PLACEMENT OF CONCRM FOUNDATION EXCAVATIONS AND REINFORCING STEEL SHALL ` INSOECIM BY THE BUILDING INSPECTOR, UNO. FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. POURED ABOVE GRADE 'f0 BE VERIFIED WITH ENGINEER, PR TO ANY SUCH STRUCTURES ARE FOUND, THE OWNER AND ENGINEER ARE 'TO BE NOTIFIED IMMEDIATELY. it 4. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 48 POURING. FOR REVIEW AND BUILDING DEPARTMENT APPROVAL PRIOR TO FABRICATION. MANUFACTURER TO PROVIDE CERTIFIED DRAWINGS AND 8. CONCRETE SLABS SHALL BE KEPT CONTINUOUSLY WET FOR 48 HOURS AFTER PLACEMENT AND SHALL BE KEPT DAMP FOR 7 DAYS AFTER PLACEMENT OR SLAB SHALL HAVE HOURS OR BY AN APPROVED CURING COMPOUND (UNC►). 9. LOCATIONS OF DRAINS, , CO4DUtT, EQUIPMENT, DUCTS, ETC. SHOWN ON DRAWINGS ARE PLOT DATE 4. Ail. REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE CALCULATIONS.. CURER/SEALER APPUED IMMEDIATELY AFTER FINISHING IF 07HER FINISHES ARE NOT AFFECTED. CURER SHALL BE OF A TYPE THAT WILL NOT BE DETRIMENTAL TO SEALER WHICH 5. ALL REINFORCING STEEL., ANCHOR BOLTS AND 'OTHER INSETS TO BE PRIOR TO PLACEMENT OF CONCRETE. MAY BE APPLIED LATER. DIAGRAMMATIC. CONTRACTOR lT) ADJUST ROUTING AND LAYOUT TO CONFORM 10 REQUIREMENTS 3/29/2017 8:11 AM ACCURATELY PLACED AND SECURED S0 THAT THEY WILL NOT BE SHOWN ON STRUCTURAL. AND ARCHITECTURAL DRAWINGS. 5. ALL REINFORCING SHALL BE KEPT CLEAN AND FREE OF -RUST. 9. DO NOT UNDERMINE EXISTING FOUNDATION CONSTRUCTION. NOTIFY ENGINEER FOR REVIEW AND REVISION IF EXISTING FOUNDATION CONDITIONS ARE NOT AS SHOWN. - JOB NUMBER DISPLACED. 10. THE ENGINEER IS NOT IN RESPONSIBLE CONTROL OR CHARGE O; AND SHALL NOT � RESPONSIBLE 10. PLUMBING, UTILITY PIPES AND ELECTRICAL CONDUIT SHALL NOT BE LAID WITHIN FOUNDATIONS., NO VERTICAL OR HORIZONTAL PIPES OR CONDUITS PERMITTED TO PENETRATE SAFETY PRECAUTIONS AND PROGRAMS EJ ASSOCIATION WITH THIS WORK, FOR THE ACTS OF 36661.1.17 STEEL FRAMES;, STEEL COLLIMNS. OR STEEL BASE PLATES. PROVIDE FURRING AND/OR THICKENED CONCRETE WHERE REQUIRED TO CONCEAL, OR CLEAR UTILITY SYSTEMS. ALL OR OMISSIONS BY THE CONTRACTOR, SUBCONTRACTOR OR ANY PERSONS PERFORMING ANY OF THE PLUMBING AND CONDUIT THROUGH FOUNDATIONS SHALL BE PER K7 � K16 WORK � FOR �� RE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE SCALE A A sz sz AS NOTED Al CONCRETE NOTES A4 REINFORMG STEEL NOTES A7 BUILDING NOTES A1C} FOUNDATION NOTES - Alb GENERAL NOTES SHEET NUMBER 1 I MEN= 2 3 6 7 8 9 10 is '� � PERMIT #_ D 7 9.3 - - �ZWORK32\366617 - SUN VALLEY ORCHARDS\366617-S1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE. .Z DATE �?� "1 % BY I T- _ - - - - - -- - _ - - ---- - - - - -'T r - I 1 r 2 3 4 5 7 8 9 10 11 1't 13 14 15 liey Is� M I I 01 D1 j S2 _ S2 a SEAL PER §A10SIM�` a • I I �� — — � — — — — — — I SLAB PER p � PLAN ! ( I ! I I I "� ' i I i j ' �-• �► ,IM I s II 'd tr � o --{--- ._—LJ `� Lam— i ' r—LJ L�----i'1-- _ — 4 N �ar i I T — — —�i— — — — i— -'i' '–� t" 1 i T c a I w + I Z ,• DROP INLET BOX ° f "' "' a = L L - — -j d BY OTHERS 1=1 I-) I I . I' ' L r— I I , I I 'T 1 co TOP OF FTG -4'-6" ( I TOP OF FTG -4'-6" �' ` ADD 4 AT PERIMETER de j c4 STEP FOOTING { I STEP FOOTING #4 x4'-0" AT CORNERS Q fE Na C K " 18 x18 PRECAST SUMP FOR " HS20-44 LOADING BY OTHERS I ( ) I 4 AT PERIMETER EXTEND 24 EACH END K10������T ���ALSO REFER TO K13 + I I i(NOT USED) DROP INLET EXPIRA12-31-18 DATE SIGNED: 03-29-17 ......... �.............. ................L......... M } I CONFOR ADDNL #4 A/C SLOPE } 0) 12"oc 3 I I I SLAB PER PLAN .P •!� J I { { SAD' b J 41 Id 8" CONCRETE SLAB WITH z8 -- 12"Oc EACH WAY AT 4" BELOW TOP e OF CONCRETE OVER 6 1 ° ' de C jQ � CRUSHED ROCK OVER COMPACTED .., . I PAD PER BY OTHERS a �/ �� �'8b i pit \\\ �� �— PAD BY OTHERS ....... ....... ........:...... ....... H { I I I M d (3) #'4 CONT T&B ���$� �pgI A H 3«[CLR Is s N " t s sa® o, a .......,.1 ............. :........................ r., i I i I G10 (NOT USED) G13 THICKENED EDGE - LOADING DOCKG16 (NOT USED) IL w i, Z o `•' I A16 I A16 � Y � o E WALL de !VERT REINF rm go i I I INSTALL 1h*fib 42" GALV I ......... �.. , :..... , i .......... , ........� I GUARD RAIL AT DEPTHS OVER 30 POSTS 0? WALLc 5•-o"oc MAX W REGLET I VERT REINF i 2 #4 CONT TOP, z AT COLD JT 1 EA SIDE -GUARD RAIL i SLAB PER PLAN W CHAMFER m SURFACE TREATMENT SEE CIVIL DRAWINGS I r: AAi 1 r 1 II f EMBED 3"0 x 1'-6" GALV0 i l I x s' -0"t \ j i \\\/ PIPE SLEEVE -GROUT ......... ..................:.... .... ......... ......... \ CONT KEY FROM 2x4 I �� SOLID WHEN RAIL 1:. � • � I � � ��• � " � a �` INSTALLED, SAD FOR RAIL �r A10 ) ( a5 0) 12 OC VERT e a CONSTR N S2 TYP I I o -- --1' o r` (' z 15 � O 12"oc HORIZ � , a �QQ o W z OZ 5 SEAL PER D I I 1 I > A10 SIM a 1; I �d #5 0 12"oc VERT ( oz 1 I i 1 1 > SEAL PER ° S2 i STEP G B OND A10SIM d . sib ®12"oc HORIZ O N Q { I ( I SLAB PER PLAN 8" SES A13 K10 `I I SLOPE TO DRAIN S2 S2 SLAB PER PLAN i I I - -_� .....,...1.............:.....:............ ..} I _ a d 1 :u I - ; d ° i d •----_,r—_�_�Yil__--•QY---'__ �—----•7—__— a Q'!I-_--.__--f < � i 'i-2_r�____� a d 6 •. d c a .1 • e I I 15' -Ow " I I a N ° e Q ° °.. r----•�__-----__—_ _, t;t ® Zo . soma a � C a a e 4-0 a d a ° d CONT KEY FROM �x4 r b a .. d', CONT KEY FROM 2x4 nN °' e { . ,..... �........ .......� I __________ ______ _� #4 01 12"oc . .,. . . I i 3 CLR (3) #4 CONT 0 BOT 3 [CLR (3) #4 CONT 03 BOT 31-40 3 -4 NTS d B13 I i G13 I ' i - { I PLOT DATE I 3/29/2017 8:11 AM j iL----- — ---� I I A JOB NUMBER 36661.1.17 SCALE A FOUNDATM PLAN AT LOADING DOCK LOA AS NOTED Al /'110 DING DOCK A16 SIDE WALL OF LOADING DOCK SHEET NUMBER Y4"=1'-0"'4"=1'-0" 1 2 3 4 6 6 7 S 9 10 1f1 12 113 14 115 110 17 1g HERMIT # ` �Sn . (j-7et3 Y-cXAc&-Cr X: \X\ZWORK32\366617 - SUN VALLEY ORCHARDS\366617-S11 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE .rm 1 2 3 4 s e 7 s 8 10 rnl 12 13 14 15 '18 n 1is - PIPE TO CLEAR METAL PIPE SLEEVES BY A FTG REINF VARIES EXTEND STEEL TO END do � ALL AROUND i a N I SEE OTHER DRAWINGS HOOK TO BOT REINF STANDARD HOOK �' Z a M 24* MAX FOOTING STEPS TO II <„ M ADD REINF TQ (MATCH BE REINF SIM TO FIG LAP EXCAVATION NOT FOR GREATER SPACING a .II, ..� ROLL -UP DOOR MAN DOOR a PERMITTED WITHIN TOP OF SLAB AS OCCURS — !— __—ice - • • • �— V4" RADIUS » -sr--- a- a =---Q - o a THIS LIMIT d .a BOT OF SLAB _ a V4 RADIUS 0 SLAB EXT NO PIPES ALLOWED IN COMPACTED _a__�.- 1 a" CONDUIT Z SAD FOR SAD FOR THIS PORTION OF a ° BACKFILL "��� 1 d-, ------ - e =I� 1 i= ` ' _ o •+ F�p N 1 g . d N " TAMPEDN.a_ -� _�- ��_ d'14 ----a IF j Nr PIPE SLBELOW B OW SLAI3 P PLAN EXT FlNISH ° _ d EXT FINISH a,---�--- "- �• 1 6a o� _ CON �OOTING ° " _ 1 �- ° SAND d a . e 1 AX : ,�. .. -------- o Q MIN `� a I fill Z a .. _--___-•---- SAD &.e � t} " " .- —'! JLG MFR ° +'a-- --_r— i .. t! � t c� -_ D -�z• a K W 60 .POUR JOINT ° LAP TYP DWGS MFR DWGS $ ° ,� M FTG REINF 1 I' ilI a � ' - 1 - I a • ... ���-�� ,47- 4 -iI�I=1L=1 I �e i I I ITi I4 MIN,�.° dTYP WALL OR REINF BARS TO BE °_SAME SIZE do NUMBER `�. 1 FTG REINF a 4 MIN ° �1 6 AS TYP FTG REINF " 2 OF SAND PIPE OR CONDUIT PROVIDE SPACERS i a 9 IN " PIPE TRENCH 2'-O"MIN "TYP TYP LAP I' a AS REQUIRED • 1 -6 NO EXCAVATION BELOW' THIS LINE N STEP FOOTING 'AS READ TO FOR PIPES MORE THAN (3' -Ow) OTE: REMOVE ALL EARTHg LOOSENED IN EXCAVATION STEPPED FOOTING CONDUIT OR PIPE v ,. " KEEP DIMENSION LESS THAN BELOW BOTTOM .OF FOOTING U NOTE: CONTINUOUS BARS MAY BE PIPE IN CONIC CONDUIT IN CONIC BELOW CONCRETE " �` C ' 2'-0" EACH STEP COMPACTED FILL (95X RELATIVE FILL WITH CONCRETE BENT TO REPLACE BARS W/ w - COMPACTION ASTM D-1557) INSTEAD TRENCH S1L1 HOOK OR LAPPED BARS K OF CONCRETE PIPE TREN FILL ' CfV1�"�� K ;I K1 SLAB AT ROLL -UP DOORS K1�' SLAB AT MAN DOORS K% TYPICAL PIPE PENETRATION K'�O TYPICAL STEPPED FOOMNQ K13 OC?NCRETE RaNFORCItVQ -PLAN VIE1�V K1�j CONDUIT AND PIPE AT SLAB NTS NTS NTS NTS NTS NTS EXPIRATION: 12--31-18 DATE SIGNED: 03-29-17 180' HOOK R=8 DIA 90' HOOK 12 DIA 2'-8" OR SQUARE 6" MIN J d R-3 DIA FOR .#3 TO #a ° R=4 DIA FOR #9 TO X111 R-3 DIA FOR #3 707 4 DIA OR 2%0 MIN Rm4 DIA FOR #8 TO #11 STANDARD I•IOOK$ & BENDS 8 2 MIN FOR STEP FTGS •' ' a �� #4 TIES ®4"oC AT �i MAX MINIMUM BAR 'mwz11=Tm CONCRETE STRENGTH: 3,000 psi OR LESS (STAGGER SPLICES) REVISED 09-08-08 SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH #3 16" #6 36" #9 62" #4 24" #7 48" #10 68" #5 1 28" 1 #8 I 54'Ij01 SELECT STRUCTURAL 76" a e a ANCHOR AND 12"oC ' ( FTG DOWELS —�II MAX MAX d _ THEREAFTER (7) #4 A MINIMUM `BAR SPACING {INCLUDING LAPS). 2 CLR OR % x BAR 4 • - e {12) #5 DOWELS d DIAMETER. 1.5 x LAP EQUALS 15UX LAP LENGTHREQUIRED SLAB PER PLAN . a d ° COLUMN BAR OFFSET BENT BARS H4 4 -4.FOR BMS & SLABS UNO 'CONCRETE COVER FOR REINFORCING STEEL two _ 6 DIA OR CAST AGAINST EARTH OR GRADE......,3" 3 MIN 11 •' '. ba ' EXPOSED TO EARTH OR WEATHER .(FORMED) Id -It- a •° • • .•• LAP PER G110 #5 & SMALLER.„ -d---•..-�- .�I / / #6 & LARGER . »...„.„......„.:„..„..„....„„....„.......»„....„„...„„.„.„..»....., 2” ' gq... a ' __ \// NOT EXPOSED TO EARTH OR WEATfiER...„.»......„.....,»..........,.„„�........„.1” a --�--= \\j/ WIR TOGETHER a is I a14 s�Me _1 \�� BEND AROUND PIN AT EACH END R SLABS FROM TOP OF CONIC LINO...«..„..„„.„....„..,„„....„...„.....„,„„„.. 2” al 1 {21>f MIN UP TO 4 BARS AS ANCHOR BOLT OL DEAD LOAD HIS Hips STRENGTH NO or / NUMBER SQ SQUARE ABV ABOVE ON DOWN HSB HIGH STRENGTH BOLT NS . NEAR SIDE SS SELECT STRUCTURAL AC AIR CONDITIONING DO 1EE DITTO IHSH HSFB HIGH STRENGTH NTS NOT TO SCALE or STAINLESS STEEL ADJ ADJACENT DWG DRAWING FRICTION BOLT OC ON CENTER STD STANDARD ALT ALTERNATE EA EACH HSO HIGH STRENGTH GROUT OD OUTSIDE DIAMETER STIFF STIFFENER is AT EACH END HORIZONTAL SLOTTED OPG OPENING STL STEEL BLDG BUILDING EF EACH FACE HOLE OPP OPPOSITE STRUCT STRUCTURAL BLK/19LKO BLOCK/BLOCKING EIEC ELECTRICAL HT HEIGHT OW OTHERWISE SW SHEAR WALL BLW BELOW ELEV 11EVATOR/T EVAIKIN ID INSIDE DIAMETER t PLATE or PROPERTY LINE SYM SYMMETRICAL BM BEAM EMBED tEA18ET)MIENT IJ 1 SHAPED WOOD BUILT PEN PLYWOOD EDGE NAIL T&B TOP AND BOTTOM BN BOUNDARY NAIL EG EQUAL or EQUIVALENT' UP TRUSS PLY PLYWOOD TNMG TONGUE AND GROOVE BOT BOTTOM EQUIP EQUIPMENT JST JOIST PLF POUNDS PER LINEAR FOOT THK THICK SRO BEARING ES EACH SDE JT JOINT PNL PANEL THIRD THREADED BTWN BETWEEN EW EACH WAY kN (GPS PER SQUARE INCH PP PARTIAL PENETRATION THRU THROUGH C AMERICAN STANDARD EXIST or (E)EXISTING L STEEL. ANGLE pft POUNDS PER SQUARE FOOT TL TOTAL LOAD CHANNEL EXP EXPANSION Lb or # POUND(f) pei POUNDS PER SQUARE INCH TN TOE NAIL CB CARRIAGE BOLT FDN FOUNDATION LGMF LIGHT AGE METAL PTB PANEL TIE BAR TOC TOP OF CONCRETE 1 CENTERLINE FIN FINISH FRAMING PTDF PRESSURE TREATED TOF TOP OF FRAMING CJ CONTROL JOINT FG FINISH GRADE Lam LIGHT GAGE METAL DOUGLAS FIR TOM TOP OF MASONRY CLO CEILING FU FERRULE LOOP NSERT FRAMING CONTRACTOR PT PONT TOP TOP Cr PLYWOOD CLR CLEAR FLR FLOOR LL LIVE LOAD R RADIUS TOS TOP OF STEEL COL COLUMN FN FACE NAIL LLH LONG LEG HORIZONTAL RFTR RAFTER TOT TOTAL CONC CONCRETE FOC FACE OF CONCRETE LLV LONG LEG VERTICAL REF REFERENCE TS STRUCTURAL TUBE STEEL CONN CONNECTION FOM FACE OF MASONRY MAX MAXIMUM REINF REINFORCING TU TILT UP CONT CONTINUOUS TOS FACE OF STUD MB MACHINE BOLT READ REQUIRED TYP TYPICAL CP COMPLETE PENETRATION FRMO FRAMING G MBM METAL lTl1MNG REV REVISION LINO N1E55 NOTED U OTHERWISE CMU CONCRETE MASONRY FTG FOOTING MANUFACTURER RF ROOF VB VAPOR BARRIER UNIT FS FAR SIDE MC MISCELLANEOUS CHANNEL SAD SEE ARCHITECTURAL VERT VERTICAL CSK COUNTERSINK GA GAGE or GAUGE MECH MECHANICAL DRAWINGS VSH VERTCAL SLOTTED HOLE CW CUT WASHER GALV GALVANIZED MFR MANUFACTURER SB SOLID BLOCK W WIDE FLANGE STEEL BEAM DBI. DOUBLE GLB GLUE LAMINATED BEAM MN MINIMUM SCHEID SCHEDULE W/ WITH OF DOUGLAS FIR OR GRADE MISC MISCELLANEOUS SLD SEE ELECTRICAL DRAWINGS W/O WITHOUT DIA or 0 DIAMETER HD HOLD DOWN III MALLEABLE MtON WASHER SIM SIMILAR WD WOOD DIAG DIAGONAL HGR HANGER MTL METAL SMD SEE MECHANICAL DRAWINGS WP WORK POINT/WATERPROOF DIM DIMENSION HORIZ HORIZONTAL (N) NEW SPCC SPACING WT WEIGHT DJ DOWEL JOINT NIC NOT IN CONTRACT SPEC SPECIFICATION WWF WELDED WARE FABRIC MA SA 1 1 6i nP' BIN ,j�Ills � t} B IS W '_�� H a � d a n c .- (12) 5 DOWELS SEED STIRRUPS TIES SPLICE ALL REINFORCING BARS SHALL EXTEND AS FAR AS POSSIBLE AND d! ' ' PROVIDE STANDARD END IN A STANDARD 90' or 180' HOOK UNLESS DETAILED OTHERWISE HOOK AT BOTTOM Q X �,a% REINFORCING STEEL DATA �1Q REINFORCING STEEL, DATA G13 ABBREVIATIONS d1 m 1 NTS MAT REINFORCING PER. + E COL do BASE TIES O 4"oc m 3 'OF THREAD MIN �' SEE DETAIL I - -. , �.• ' ' FOOTING SCHEDULE TdeB �'i 5 HAIRPIN '�. �' -----------1 �� I 1 K" a r9 PER PLAN OR i3 a w a d �,es, D13 -�•- -�--- �'- I #4 bf-r- FTG DOWELS F ' AT � R • ' : s�----r--�_"�' �--- ° '�• ° - -. s It WASHER BELOW (REF) CO NER � � PER PLAN 4 I P P d aeI 2» 6" �r ' 3 CLR CONIC SLAB PER LAN 1 a 4 OC *SIE) .0 I ° A e I v a A C4 I n ed I d /� N i Z J _� .:. , I i � 1 i• R .-- -. I I (=1 I _ �� a I I • `2” OF SAND � ANCHOR BOLT W/ - �--- _ t--�•+i s- , al s - M d d 1 I M ., d e 3” HOOK - SEE MFR �'{'10 PLAN FOR DIA I j TTI 'o i1 1 pl ee III- -CONT KEY 3" CLR ---- - I —I :L- ° 'Q p ! LINE OF FTG OR E E ANCHOR BOLT (REF) '' I I 1 0;." ° d = CURB BEYOND 5'-0" SQUARE6"x3" SQUARE I�, f a +---�riC..�t...{ ' N - �_ TACK WELD IN PLACE TTG DOWELS REF " 1 OR USE OPTIONAL � PAD BY OTHERS BLDG COLUMN (REF) �{ STRAIGHT BOLT W/ `� , " U QP_IlQL�L 3 CLR NUT EA SIDE OF It EDGE OF SLAB (REF) EQ EQ 0 Q A ��` ./ �~ ✓+ PER FOOTING "SCHEDULE MAT REINF PER FTG 0 Q Q ,� = ORIENT BOLT HOOK SCHED W/ REINF � ♦ — o AS REQUIRED FOR CONT THRU T86 C� Z m 3" 'CLEARANCE TO `� REEFER YO G7 FOR RdNF `STEEL DATA U. � LC FACE OF CONCRETE z O z 0 D Ise D1 DETAIL D�% {NOT USED Q10 TYPICAL ANCHOR BOLT. D13 TIE AT 4 ANCHOR BOLT CONDITION D1� DETAIL co --1 J o NTS NTS "=1'-0 -`� Q a W4 MV -00 SIKAFLEX-1a $IKAFLEX-1 a COL & BASE `IE #4TIIEES 0 4"oC ,1, • z *ie" CJ Me" CJ 3d � T J V fe A 013 �✓ Z p SIKAFLEX-1 a R PLANSLAB DOWELS ' ` WXV4" NOTCH #4 kF— FTG DOWELS VJ C �+ FOAM BACKER FOAM BACKER FOAM BACKER CONC SLAB PER PLAN i PER PLAN ROD ROD ROD3ie"x1Y�" DEEP CONTROL JOINT 3" CLR 3" �LR CONC SLAB PER PLAN a:v �fe"x2Y4" DEEP CONTROL JOINT. SAW CUT WITHIN 6 HOURS OF • 4x24" SMOOTH DOWEL, SOFT CUT THIS JT 2nd SOFT CUT THIS JT 1st POUR. SEAL WITH SIKAFLEX-1a CREASE OR SLEEVE SAW CUT WITHIN 6 HOURS F OR EQUAL a .` °a f • DEPTH OF CUT 2Y4 I POUR. SEAL WITH SIKAFLEX 1a DEPTH OF CUT 11h , =------,r--- 1 END' MATCH SPACING z r-zs`�a-_ _ . e • . G a �o Z a .•--�I as=tet�roc_• • ( OR EQUAL I d/4 OR 11h MIN W dl: LOCATION PER PLAN . « Z OF SAND FORMED KEY PER PLAN `�^••. I=1 I I , - 2" OF SAND -1L-III �II1=1 VIII -1 ' d I II- 10 MIL VB 10 MIL VB CONCRETE SLAB CONCRETE SLAB PER PLAN CONCRETE SLAB PER PLAN — • a d R i I I .' i� _ CONT KEY ' _-----•-�-�-s '° 71"'•,....a w m � I I I (2) #4 CONT AT PERIM � I I -. B z-`lj, � • d « ° °�p B t•.r^it t►S• }ter :• a r,,• 'a T• ► , t ,r• ,;; I j. PAD BY OTHERS I 1 I 11 PAD BY OTHERS — I H I I I 1=1 I =1 1- ! I_I=-ll_I I -1 1-111= d/4 OR 2Y4" MIN J_I WI=LT 1=LII III-= ° CONT KEY i� ,I a LI t ii NO GREASE {=I I I II �) I -t 11_ III- 1" CLR AT PVC CAP =1� I� 1- I I III- I I=�1 I -III -1 11-1 1- I R a a MAT REINF PER FTG I i I I -I III -T (1) #4 DONT Tde6 W/ �+ SCHED W/ REINF ' 24 MIN LAP. TYP f� - CONT THRU T&B 3/29/2017 TE AM GREASE OR SLEEVE 3" 3" 1'-0" x--=---�-•a_ PLOT DATE NO CONT REINF 3" 3" �� tl9g:. NO JOINT NOTE: FOR HARD -WHEELED 'TR FOR HARD -WHEELED TRAFFIC, EXCEPT DOWEL FOR HARD -WHEELED TRAFFIC, JOINT SEALANT REQUIRES MIN JOINT SEALANT REQUIRES A MIN 3" • .JOINT SEALANT REQUIRES A MIN SHORE p HARDNESS OF 5 - SHORE D HARDNESS � 50. [A!EQ EQLINE OF FTG BEYOND JOB NUMBER SHORE D HARDNESS OF 50. REFER TO Aq 302.1R6 REFER TO Aq 302.1R6366.1.1.17 REFER TO ACI 302AR6 PER FOOTING SCHEDULE SCALE AAS NOTED A Al (NOT USED) qNq. CONSTRICTION JOINT A7 CON RAC71ON .JOINT A1C CONTROL JOINT A13 DETAIL A16 DETA� - SHEET NUMBER _ NTS NTS NTS 3'4"=1'-0" S2 I 2 3 4 s 6 7 8 9 10 11 12 '13 14 15 16 T! is 'p r---•••-,m-,---�-�m-.,..--�--,.�.---TT -�-�,--...,.^r--.�„�,-�� ��,-ter• I I I X:\X\ZWORK32\366617 - SUN VALLEY ORCHARDS\366617-S2 t�tPM1T # _ =3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMpLiANCE y AZ DATE,_ �1'