HomeMy WebLinkAbout200 GRAHAM_ 99-286 (2)200 WEST GRAHAM 99 -286 2 OF 5
kNIL RAL MOILS
1, THE CONIHA(IOil SHALL VERIFY AND BF. RESPONSIBLE ;OR:
A, ALL. CONTRACT DOCUMENTS, '
B, OMIGSIONS AND /OR CONFLICTS KIHEFrl TI IF VAf,JOUS
ELEMENTS OF THE CUNIRACT DUCUI;CNTS.
C. ALL DIMIENSIONS AND CONDITIONS AT TIIE. SITE,
D, ANY COtIDITON WHICH IN HIS OPINION MIGHT EN-
DANGER '1111 STABILITY OF TIIE STRUCTURE,
1., ENSURIFIG PROPER ALIGNMENT OF FINAL. SIRUC TURF ,
THE CONTRACTOR SHALL 1AMEUTATELY NOTIFY THE ARCH -
111C1 AND THE S1RUCTURAL ENGINEER OF ANY DISCREPANCY
OR OMISSION BEFORE PROCEEDING WITH THE WORK,
L, AIL WORK SIIA'.L CONFORM TO THE MINIMUM STANDARDS OF
THE LATEST EDITION OF THE BUILDING COOL, AND ALL
OTHER REr,ULATING AGENCIES EXERCISING AUTHORITY OVFR
ANY PORTION OF THE WORK, INCLUDING THE STATE. OF
r ALIFORNIA, DIVISION OF 111E INDUSTRIAL SAFETY AND
AL/OSIIA,
3, ALL WORK CONFORM TO THE BEST FRACTICE PNF„,ILING IN
THE VARIOUS TRADES COMPRISIIIG 1HE WORK.
4. ANY ASTM DESIGNATIONS SHALT_ BE AS AMENDED TO THIS
DATE,
5, THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION
TRACING AND SHOR114G FUR ALL STRUCTURAL. MEMBERS OR
AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCT-
URE INURING ALL PHASES OF CONSTRUCTION.
6. SPECIFIC NOTES AND DEiAILS SHALL TAKE. PRECEDENCE
OVER GENERAL NOTES AND TY^ICAI. DETAILS.
J, CONTRACTOR SHALL GIVE DUE AND LEGAL NOTICE TO AD- !
JACENT PROPERTY OWNERS REGARDING THE PROTECTION OF
THEIR PROPERTY AND STRUCTURES WHICH F1AY BE NECESSARY
DUE TO EXCAVATION AND CONSTRUCTION: INDICATED ON
THESE DRAWINGS, IN DUE TIME PRIOR TO aTART OF EX-
CAVATION.
8, CONTRACTOR IS RESPONSIBLE FOR METHOD AND SEOUENCF
OF CONSTRUCTION AND AI.I. PERTAINING SHORING DESIGN,
9, 1LAT SLAB COLTS WtN:IION IS SEASIIIVE TO DEFLECTION.
GREAT CARE SHALL BE E,:ERCISFD BY CONTRACTOR IN
PROVIDING SHORING & CAM @ERING, SHORES SHALL HEEL'. II
IN PLACE A MINIMUM OF 29 DAYS 10R ALL 5TRUCT URAI. SLABS
M091! FRbtlllifl
1, ALL LUMF'.LR SHALL BE STRESS CkADE DOUGLAS FIR (COAST
F:'GION) UNLESS OTHERWISE NOTED,
A. 20 B 3x4 STUD' ST U' GR.
B. POUF JOISTS 8 A STUDS 1)F. N0. SJP
C, FLOOR JOISTS D.F. NO. SJP
D. ALL BEAMS D.F. NO. 111 Sip
E. BEAMS WHEN CALLED
FOR ON PIANS SELECT STRUCTURAL B&S
F. POSTS D.F. NO. 4 PBT
2. ALL WOOD IN DIRECT CONTACT WITH THE GROUND, OR WITH
MASONRY OR C071CREIE WITHIN 46 INCHES OF TILE GROUND,
SHALL HE 7REATEU WITH A PRESERVATIVE, OR SHALL. k
DECAY RESIS(A : +1 HOOD AS PRF.SCR!BED IN DIVISION
0(ID PRESLI!VAiiVL). (IF REDWOOD IS USED, INCRE4SE
NAILINS JAY i").
3, ALL WALLS "AIL Ftt FOITC TO FOUNDATIONS (CONCRCJ'1
OR COFNCRET. ?ROC WI WITH', 1 A ANCHOR BOLTS HITHIN 1'
IL+CHE5 OF A E ENDS OF EACH UALi, PANEL AND 19T 11QKE
THAN 6 - U" O.C. OR J / ?' 0 SPOT FINS AT 5 - U
O.0 LXCEPT AS CALLED GUT FOR SHEAR HALLS, REFEP.
TO QE.9{IREMENTS OF ,H1E7 S-SHOT PINS TO BE OMARK-
E.KNr,:IJ , HILTY-RRN27Y!.
4. 2X12 JOISTS SHALL BE BLOCKED AT SUPP(RT AND AT b
FEET O.C. (AND RAFTERS GREATER THAN 1O DEPTHS AT
SUPPORTS AND IO FEET O,C,) Nip 1X4 WOOD CROSS
BkIDGING, SOLID 2 X BEOCP,ING Z INCHES SHALLOWER
TITAN JOISTS OR APPROVED METAL CROSS BRIDGING,
BL.00F.IN; AT ENDS MAY BE OMITTED WHERE JOISTS HAN-
GERS APFkOVED FOR USE WITHOUT SOLID BLOCKING ARE
USED.
i. DOUBLE PLATE MADE OF TWO MEMBERS OF THE SAME
SIZE AS ,E STUDS SIIALL BE PLACED AT THE TOP OF
EVERY BEARING PARTITION OR EXTER.'OR WALL. SUCH
DOUBLE PLATO; SHALL BE LAPPED AT CORNER, AND
JOINTS, IM L:'EP. AND LOWER MEMBERS SHALL BE AT
LEAST FOUR FELT .APART, EXCEPT AT CORNERS.
6. EXTERIOR WALLS AND BEARJIIG PARTIT1014S SHALL BE
FRAMED OF 3 -4&A.1 AG eTG 0,&. WHEN SUPPORTING
LOADS FROM ROOF A14DQpTWpO O(R MORE FLOORS ABOVE UN-
STUD WA ILSWUSE 2. OTEZx4 "a °
1671STAGGEREDSATGALRED
FLOORS, SEE ARCHITECT.
2. EVERY WOOD STUD BEARING WALL (,.' BEARING PARTITION
SHALL BE BRACED AT EACH END OR M1S NEAR THERETO AS
OSSIBLF., AND AT LEAST EVERY 25 EET OF 175 LEN-
GTH, THE TYPE OF. B17ACING SHALL MEET THE CODE
REQUIREMENTS FOR TH15 PURPOSE.
B, FLOUR JOISIS'SHALL BE DOUBLED UNUEk I J,1111uI HUN
IIXI(GPOSTbI
wNDIR DOUBL[OJ015'FS
ORFHU %
I
Ii l: nMS,(
I U,III S:1
OTIt RWIFE CALLED FOR UN FRAMING PLANS,
9, AIL I +1L LNG SIIALL. BE DOME IN nCLURD1uR f. ';,f11,1"! 1111
MUM kL'QUIItF MI: NIS OF TIIE LOCAL HUII DI NC. E, I :X-
CPT AS OTHERWISE SHOWN, AND SHALL BE ')UNLI WE Hi (uh1-
1.11)N WIRE NAILS UNLESS OTIILR (Y P1: OE NAILS Is ,U LOwEU
GY THE LOCAL RuILDING CODE, TSEC ALSO PLY WO 1) NU II S)
10'
A
Bo (.(S'`IIALL BE UNFINISHED DOLTS CONFORMING 10 A!tlll
11, FLY'WCOD SHALL BE II{{1LRIOR TYPE WE FIE 0TIRION GI of
CO OORIIING TO PSI - /11 OF GRADE CALLED FOR BEE OW, LAID
WITH FACE GkA1N PERPENDICULAR TO SUPPORTS, 0ti1. CuM-
11011 NAILS ONLY UNLESS OTHERWISE APPROVED BY TIIE
STRUCTURAL ENGINEER AND LOCAL BUILDING uFFICIAI_,
A. (t•/,OOP StHEATHING SIIAL QBE: I,n Pt YW'OOD, STRUCT. 11
7D,f !TAILED WITH NAILS d 6° O.C. AT ALL
DIAPHRAGM AND WALL BOUNDARIES. CptjINUOUS S'ANEL
LDGES ARE ESWCK. - BLO F F D, od rTA L4, 6' 0.C.
AT PLYWOOD PANEL EDGES n:1D 14 I,$ L 0.C.
TO INTE.REIEDIATL SUPPORTS, INDEX S >211
B, FLOOR SHEATHING SHALT @@[[ 5/8° PLYwOQQD, STRUCT,
11 (STD.) HAILED WITH lUd IIAII_S AT b1 O,C. AT
AIL DIAPHRAGM AND °'U.L BOUNDARIES. colajNpi'G
PANEL EDG S ARE _ BLOCKED, 0
U
NAILS al 6 Q•C, AT PLYWOOD PANEL. EDGES AND 1O
NAILS g, )2 D.C. TO INTERMEDIATE SUPPORTS.
INDEX S2/16,
C. PLYWC,01) SHEATHING -HALL BE LIFSPECIED AND APP -
ROVLD BY BUILDING INSPECTOR PRIOR TO COVERING
WITH FLOOR OR ROOF MATERIAL,
D, SOLID BLOCKING AT EDGES REQUIRED FOR PLYWOOD
ONLY WHERE CALLED FOR ON DRAWINGS.
L.
PfelY_ PQ TSOTYOry EL'S , P_c r;A:.cnY':knO.TrE. S bJad Pf
FR4N MnISTL1R! CYICiwG
A's .4J YI..TE Yf`frT< Tp rILN -O0.T It' ZJU rl.a R JOISri LO UIpREN FnnTti R'S SER c,EYAJL P.tLo-
Z.1 FI eK SIITG
5 N.P50N J6212 'OZ.
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5hg11ME DF- IM
IT IS IN THE NATURE OF WOCD TO UNDERGO SukINYAGE AS A
RESULT OF CHALICE IN MOISTURE CONTENT FROM THE TIME OF
ITS INSTALLATION INTO THE STRUCTURE UNTIL THE TIME IT
HAS REACHED AN EQUILIBRIUM WITH SURROUND!':-+.,, AFTER
SEVERAL YEARS. THE SHRINKAGE AND SWELLING MAY VARY AS
THE MOISTURE CONTENT FLUCTUATES DURING ITS LIFE.
1. THE CONTRACTOR SHALL MAKE THE FULF.OWING AND OTHEk
PROVISIONS NECESSARY TO ACCOMMODATE THE SHRINKAGE
AND /OR SWELLING OF WOOD.
A. ALI. ELECTRICAL CONDUITS IN THE WALLS AND FLOOR
A14D ROOF SHOULD BE FLEXIBLE.
B. ALL MECHANICAL SYSTEMS AND EQUIPMENT INSTALLED
THEREIN, SHALL PROVIDE FOR DIFFERENTIAL MOVE-
MENTS CAUSED BY SHPINKAGE AN1) /OR SWELL, FIG.
C. ALL PLUMBING PIPES AND JOINTS AND NOTCHING I'I
THE WOOD MEMBERS SHOULD BE SUCH AS 10 ACCOMM-
ODATE THE MOVEMENT DUE TO SHRINKAGE AND /OR
SWELLING, OJLONS HOLES, INSTEAD Ok ROUND HOLES
MAY BE NECESSARY TO LET PIPES PASS THROUGH AND
ALSO PROVIDE FOR MOVEMENT. ALL SU44H CUiS ANO
N,'iCIFS SHALL RE REINFORCED WITH I AL PLATES.
THE OWNER ';HALL MAKE PERIODIC INSPECTION OF THt
STRUCTURI. SO AS TO KEEP HIMSELF ABREAST OF THE
EFFECT U' THE SHRIIIKAG€ AND /OR SWELLING OF WOOD ON
THE STRUCTURE AND MAKE AMENDS TO CORRECT ANY DAMAGES
CAUSED BEFORE THEY AFFECT THE SERVICIBELITY OF THE
STRUCTURE. THIS SHOULD BE MADE A PART OF REGULAR
MAINTENANCE REPAIR PROGRAM,
FOUAUAIIONS
1, FOUNDATION SHALL CONSIST OF GoLrrl JOa;SN -^CAo TTC
r lm A"6WABLA ., y,"PFRSSUM1E h- 'Qrs'.
2. FOOTING ELEVATIONS SHOWN ON fHE PI.ANS ARE FUR L%TIM-
ATING PURPOSES ONLY AND SHALL BE VITRIFIED IN THE
FIELD,
3, FOUNDATION ENGINEER SHALL INSPECT FOOTING EXCAVAT-
IUNS TO VERIFY DEPTHS PRIOR TO PLACEMENT OF FORMS
AND /OR REINFORCING STIFF.,
WMiLi:- 7.S.,pgp t0 &TRAGf. *DOfY1MENT8,.''REPONT
5, ALL BACKFILL SHALL BE RECOMPACTED UND R THE SUPER-
VISIONION OF THE FOUNDATION ENGINEER TO 0% MAXIMUM
DENSITY.
r
Nu lr- `_it'll_ t :rvDINCPL' )NhI - L
Sv1 P/iATL` Ct'N1KNT <. OF c IV l -'I IV Y_ To
Q9 CRFTF
SlIlUC1UMLL 51EEL
1, STRUCTURAL STEEL SMALL BE DEIAIL(D, FTBRI(ATED AND ERECTED
IN ACCOkDAI, WITH THE AISC SPECIFI(Alloll FOR THE DESIGN,
FAIRIC A710N AHD ERECTION Of S1R`,C'UNAL S1(EL FOR BUILDINGS
LATEST LDI710N All GUPPIENt NT S)I,
2, SIROCIUHAL STEEL SHALL BE AS FOLLOWS;
A, BEAMS AND GIRDERS U.N,O. ASTM A36
R. COLUMNS A572 GR50
C. PIPE COLUMNS A53
D. STEEL TUBER A501
E. PLATES, ANGLES AND ALL OTHERS " A36
3, BOLTS SHALL BE AS FOLLOWS:
A, AL(,
551EEL
70 STEEL CONNECTION 'HALL DE HIGH STRENGTH
B. ANCHOR HOLYS SHALL BE A36,
4, THE STRUCTURAL STEEL FABRICATOR AND STEEL DECKING FABRjCAIOR
SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR ARC NIIECT S
REVIEW BEFORE FABRICATION,
S. BOLT HOLES IN STEEL SHALL BE 1/16 IN, LARGER DIAMETER THAN
NORMAL SIZE OF BOLT USED, EKCEjFTT AS
tlNO)
TED,
AL WELD SS A LL E6.
INLBUILDINGHC
ONSBRUCTIONN(AWSI
UI.II1?/5)HO
FC
THE
AIERICANING
WELDING SOCIETY, SEE SPEC, FICATIDNS, MELD LENGTHS CALLED
FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED,
1, FABRICATION OF STEEL, 57EEL DECKING AND WELDING SHALL BE
PERFORMED IN AN APPROVED FABRICATING SHOP.
3. CONTINUOUS INSPECTION IS REQUIRED FOR ALL FIELD WELDING AND
HIGH STRENGTH BOLTS.
1EEL SHALL BE AS SHOWN ON ARCHITECTURAL1. ALL PHASES OF WORK PERTAINING T THE CONCRETE CON- QBUJI
9• FIREPROOFING OF S
DRAWINGS.
SIRUCTION SHALL CONFORM TO THE -DI14G E RE-
QUIREMENTS
1Q
ED( AP EDIT 10N
I
W I
THC
MDDIF°
INCATIONSL
AS NOT IN
THE DRAWINGS OR SPECIFICATION,
2. CONCRETE MIXES SHALL BE DESIGNED BY /.QUALIFIED
TESTING LABORATORY APPROVED BY LOCAL BUILDING OF-
FICIALS,
3, SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTHS
TYPES.
LOSA7101i lti_STFJ.IURI STREN5It1_PSl TYPE
ALL CONCRETE (U,N,O.) HAND ROCK RkiN1 "9RCING_SIt.LLSLABONGRADE1x )o HARD ROCK - ' S,.a-
Tr
C 0LUMNSr GCADt5 M9 t)coc HARD ROCK "LP 1`L "- I'`
4, PORTLAND CEMEIIT SHALL CONFORM TO ASTM C -150, TYPE 1. A. ALL REINFORCING STEEL SHALL E NEW STOCK DEFORM -
601ORTYPE11. ED BARS CONFORMING +U ASTM A1715, GQQREADE U.N.O.
5. AGGREGATE FOR HARDROCK CONCRETE SHALL ONFORM TO B. COLD DRAWN
ALL REOUIF,EMENTS AND TESTS OF ASTM C-3 AND PROJECT WIREEANDISHA LLBCONF ORMLIO ASTM°Alt1,
SPECIFICATIONS, EXCEPTIONS MAY BE USED ONLY WITH 2 ALL BARS SHALL RE FREE OF RUST, GREASE, MILL SCALEPERMISSIONOFTHESTRUCTURALENGINEER, OR ANY MATERIAL WHICH MIGIiT AFFECT ITS BOND TO CON
6. CONCRETE MIX;IiG OPERATION, ETC., SHALL CONFORM TO CRETE.
ASTM C- 4,
3, ALL BAR BENDS SHAH BE MADE COLD.
J. PLACEMENT OF CONCRETE SHALL CONFORM 70 ACI STAND-
Ufl 4. BAR LAPS SHALL BE MAD' AWAY FROM POINTS OF MAXIMUMARDSANDPROJECTSPECIFICATIONS. SANDBLAST
STRESS OR AT LOCATION, SHOWN ON THE DRAWINGS ANDALLCONCRETESURFACESAGAINSTWHICHCONCRETEISTO
AS INDICATED BELOW. THE MINIMUM AMOUNT OF ANY LAPBEPLACED,
SHALL BE L FEET.
B. CLEAR COVERAGE OF CONCRETE OVER OUTER RFINFORC114G
A. COLUMNS 36 DIAMETERS. BARS SNARL BE AS FOLLOWS:
CONCRETE POURED DIRECTLY AGAINST EARTH, i IN, B. HORIZONTAL STEEL IN CQNCRETE SLABS, WALLS,
CLEAR TO REINFORCING. BEAMS AND GIRDERS 56 DIAMETERS.
WIITG.
FORMED CONCRETE WITH EARTH L'ACKFII_L, 2 IN. C. CONCRETE BLOCK MASONRY -- 40 DIAMETERS.
CLEAR.
S. ALL TESTING OF REINFORCING STEEL SHALL BE AS RE-
9. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CON- QUIRED BY LOCAL BUILDING CODE OR AS ^ THERWISE
CRETE INSERTS SHALL BE WELL SECURED III POSITION NOTED IN THE SPECIFICATIONS,
PRIOR TO PLACING CONCRETE.
6, PRIOR WELDING PRO{{ DURE APPROVAL IS REQUIRED FOR
10. PROVIDE SLEEVES FOR PLUMBING AND ELE`.YRICAL OPEN- WELDING OF GRADE 6h REINFORCING STEEL.
INGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY
REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE
IS NOT PERMITTED EXCEPT AS SHOW [I. NOTIFY THE STRUCT -
LIRAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON Uf1! ?LiE..ELO K
FIE DRAWINGS.
11. CURING COMPO'JNOS USED ON CGHERETL THAT IS TO RECEIVE 1. CC! +CRF.TB PI.00K SHA!.L LE H': LI.G{ QA[,- BEARING CONCRETE
A RESILIENT TILE FINE SH SHALL BE APPROVED BY THE MASONRY UNITS FU F ::]. IO AS IM C- -10, USE OPEN CND
TILE MANUFACTURER BEFORE USE: UNITS FOR STACKED POND FAfiLRN AND BOND BEAM UNITS
AT HURIZOHTAL kLINIORCI :+G.
12. C.01711JJ0,5 ,'- arecToN IS P¢OUHiF1J FcM1 ALL COIJGPETE
W/ *o> Z.5 IV F'sI - - 2, CE:ILNT SHALL FE AS SPECIfILD FOR CONCRETE.
3. REINFORCING H.ARS- -SLF NOTC5 UNDER kE INf- OHCING STEEL'
FOR PcOIIIREIIENTS. ASTM 615. GRADE ,4U, EXCEPT AS
TOTED.
4, PORTAR MIX SHALL CONF!,RM TO COUIREMENTS FOR PROJECT
SPECIFICATIONS /, MOfiTAR `I141 -L ATTAIN A COMPRESSIVE
STRENGTH OF 1„'JU PSI AT 28 D4 S,
5. GROUT .'.HAIL ATTAIN A CO :SCR LTIE. "SINE STRENGTH OF 2000
PSI AT 28 DAYS,
o, 1'RUVIDE A :'INI ^'J:1 OF , IN, GEOUT %IT'WCEN MAIN PFIN-
IORCING AND MASONRY UNITS,
LOW LIFT ("NSIRUCTION, 'Y,!.I :'U :1 GROUT POUR HEIGHT IS
4 FT., 2 FT., FOR LSSCNTIIIL BUILDINGS,
3, HIGH LIFT CONSTRUCTION MAY 3E USED IN CONFORMANCE
WITH PROJECT SPECIFICATIONS,
9, ALL CELLS III C014CRLTE FLOCKS SHALL BE FILLED SOLID
WITH GROUT, EXCEPT AS NOILD IN THE DRAWINGS OR
SPECIFICATIONS,
10. CELLS SHALL BE VERTICAL- ALIGNMENT. DOWELS IN FOOT-
INGS SHALL BE SET TO ALIGN WITH CORES CONTAINING
REINFORCING STEEL.
11. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND
HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE,
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ROOF TILES: MISSION SSTYLE BY
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1: MANSARDS TO BE DRAFTSTOPPED
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I
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1' MIN. ONE PER 60 FT HORIZONTALLY,
G PER 708.3.1.2.2.
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Hl U[ FF. DC PAL
CC>LUR 15090
WHITE
ACCESSIBILITY SYMBOL AT PARKING PAVEMENT
3/4' -1' -0'
WHITE INTERNATIONAL SYMBOL
01 ACCESSIBILITY ON BLUE
BACV.GROUND. COLOR 015090
IN S :ANDARD 595P
PERMANENT RCF,ECTORIZED
PORCELAIN ON STEEL SIGN
W/ BEADED SYMBOL- 1" HIGH
MIN BEADED TEXT OR EOVAL
WHITE 'EXT. 'UNALITH0R17ED
VEHICLES PAPKED IN
1- DESIGNATED ACCESSIBLE
I SPACES NOT DISPLAYNG
DISTINGUISHABLE PLACARDS
OR LICENSE PLATES ISSOED
FOR PHYSICALLY DISAOLEO
PERSONS MAY BE TONED
AWAY AT1 0 FPS rXF(NSF
TOWED VEHICLES MAY BE
RECLAIMED AT -----
5' -O' wqu _
09 By TELEPHONINr
MOJN''.Cp ON
INS
l - -
LANDSCAPE AR[q$ T _4- BLVC BAG.GRW ND. COLOR
115090 IN STANDARD 59;0
VAN ACCESSIBLE- SIGN
I 2'P PAINTED GALV.
PIPE
10-0 C')NC FOOTING
W /CPOWNED TCP
NOTE
SIGN _ rFQPP `USE ONLY IN
NON-PEDESTRIAN AREAS
or— r
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VERIFY LOC. PON ;1IE PLAN
C =F- - WHEEL $TOP WHERE REO'O
PAINT WHITE
TYPICAL SYMBOL, 3' -0-SO
PAIN' AHITE ON FEDERAL
57ANDARD DLUF. COLGP
15090 IN FEDERAL STANDARD
5950
9 -0• R-O -
PLAN
VAN ACCESSIBLE PARKING ./TOW AWAY
NO SCALE Ctl; \GCry \O;YI( +A \AS1LGr ;)15 _I:G —_ —
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14F,ALTII DEPARTMENT NOTES & REQUIREMENTS
1. FLOOD TIIF: FLOOR SURFACES, IN ALL AREAS IN WIIICII FOOD IS PREPARES,
PACKAGED, OR STORED, W II FAIL ANY UTENSIL IS WASI I ED. WI [FILE REFUSE Oil GARBAGF IS
S ORED AND JAN It ORIAL FACILI'T'IES ARE LOCATED, AND IN ALL'1.01 LE: I' AND RAN I)
WASIIING AREAS, SIIALL CIF: SMOOTII AND OFSUC11 DURABLE CONSTRUCTION AND NON
ABSORBENT MATERIAL AS 'TO BE EASILY CLEAN ED.
TIIF.SE FLOOR SURFACES SIIALL IIE COVED ATTIRE JUNCTURE OFTIIE FLOOR AND WAIL
W ITII AT HREE -EIG III 'I IS INCA (3 18") MINIMUM RADIUS COVING, AND SIIALL EXTEND TIP ILO
11 IF. WAI.I, A'1 LEAST SIX INCI I ES 16'9, EXCEPT IN AREAS WitLIVE FOOD IS STORED ON L1' IN
VNOPEN ED BOTTLES. CANS, CARTONS, SACKS Olt OTHFat ORIG [NAT, SI II PPING CONTAINERS-
VINYL'TOPSF.T IS NOT ACCEPI'Ali I.E.
ELQQRDRAINS: SIIALL BE INSTALLED IN FLOORS THAT ARE WATER- FLUSUED FOR
CL 1NING, AND IN AIIEAS WIIERF. PRF.SSUIIE SPItAY MEI'IIODS I'011 CLEANING EQUIPMENT
AltF, USED, FI.00R SURFACES IN TIIF.SF. AIIFAS SIIAI,L DE SI.OPF.D ONF E:IGIII'11(1 /6") Pl:(t
FOOT TO THE FLOOR DRAINS.
2• WALLY d CEILINGS: 'TIIF. WAILS AND CEILINGS OF ALI. ROOMS WIIERF. FOOD IS
STORED IN UNOPENED CONTAINERS, DINING AND SALES AREA, SHALL BE OF A DURABLE,
SMOOTH, NON - ABSORBENT, WASHABLE SURFACE. WALLS AND CF.IIANGS OF FOOD
PREPARATION AND UTENSIL WASHING AREAS, AND INTERIOR SURFACES Oil WALK -IN
REFRIGERATION UNITS, SHALL ALSO BE LIGHT COLORED. WALL AREAS ADJACENT TO BAR
SINKS SHALL BE SMOOTiI AND EASILY CLEANABLE. CONDUITS OF ALLTYPF.S SIIALL DE
INSTALLED WITHIN WALLS AS PRACTICABLE. WHEN OTHERWISE INSTALLED, THEY SIIALL.
BE MOUNTED OR ENCLOSED SO AS TO FACILITATE: CLEANING.
3• LIGHTING: IN EVERY ROOM AND AREA IN WIIICII FOOD IS PREPARED. PROCESSED OR
PACKAGED, OR IN WHICH UTENSILS ARE CLEANED, LIGHTING SHALL BE PROVIDED TO
ODUCF. AN INTENSITY OF NOT LESS THAN 20 FOOT- CANDLES AS MEASURED THIRTY
LIES (30 ") ABOVE THE FLOOR. EXCEPT THAT THE WORKING SURFACES ON WHICH
ALCOHOLIC BEVERAGES ARE PREPARED, OR WHERE UTENSILS USED IN'1 HE PREPARATION
OR SERVICE OFALCOROLIC BEVERAGES ARE CLEANED, SIIALL. BE PROVIDED WITH AL
LEAST 10 FOOT- CANDLES OF LIGHT. LIGHT FIXTURES IN AREAS WIIERF. FOOD IS PREPARED,
OR WHERE OPEN FOOD IS STORED, Olt WHERE UTENSILS ARE CLEANED, SHALL OF OF
SHAT: ERPROOF CONSTRUCTION Olt SHALL HE PROTECTED WITH SHATTERPROOF SHIELDS
AND SHALL HE EASILY CLEANABLE.
4" VENTILATION: VENTILATION SHALT. BE PROVIDED TO REMOVE. TOXIC GASES, HEAT,
GREASE, VAPORS, AND SMOKE FRONT TO E FOOD FSTAITLis m ENT. ALL AREAS SHALL HAVE
SUFFICIENT VENTILATION TO FACILITATE PROPER FOOD STORAGE, AND TO PROVIDE. A
REASONABLE CONDITION OF CON!FORT FOR ANY EMPLOYEE, CONSISTE:NTWITH THE JOB
PERFORMED BY TIIE EMPLOYEE
SIFCRANICAR FXRAI ST VFNTIIATION SHALL BE PROVIDED ATOR ABOVE ALL NEWLV-
INSTALLED COOKING EQUIPMENI, SUCH AS RANGES, GRIDDLES, OVENS, DEEP FAT FRYERS.
BARBECUES. ROTISSERIES. ETC., AND 180 DEGREES FAHRENIIF.IT RINSE WATER
DISHWASHERS. TOILET ROOMS AND DRESSING ROOMS SIIALL. DE VENTED TO THE OUTSIDE.
AIR DY MEANS OF AN OPENADLE, SCREENED WINDOW, AN AIR SHAFT, OR A LIGHT- SWITCH
ACTIVATED EXHAUST FAN, CONSISTENT WITH THE REQUIREMENTS OF LOCAL BUILDING
CODES.
FLIES, RODENT & VERMIN EXCLUSION: coNriNuous MASONRY FOUNDATION
REQUIRED. A FOOD FACILITY SIIALL. BEAT ALL TIMES SO CONSTRUCTED, EQUIPPED,
MAINTAINED, AND OPERATED AS TO PREVENT TIT. ENTRANCE AND HARBORAGE OF ANIMALS,
BIRDS, AND VERMIN, INCLUDING BUT NOT LIMITED TO, RODENTS AND INSECTS.
WINDOWS: OPENABLE WINDOWS SHALL BE SCREENED WITH NO MORE TITAN 16 MESH
SCREENING. ALL FOOD SERVICE PASS- TIROUGII OPENINGS TOTHE OUTSIDE SHALL DE
LIMITED TO A MAXIMUM SIZE OF 216 SQUARE INCITES. TIIE MINIMUM DISTANCE BETWEEN
THE OPENINGS SHALL NOT BE LESS THAN EIGHTEEN INCITES (11 "1.
DELIVERY DOORS: ALL DELIVERY DOORS LEADING TO TIE OUTSIDE SHALL BE SELF -
CLOSING. LARGE CARGO -TYPE DOORS SHALL NOT OPEN DIRECTLY INTO A FOOD
PREPARATION AREA.
CARBA F AND TRASH AREA: AN AREA SHALL BE PROVIDED FOR THE STORAGE. AND
CLEANING OF GARBAGE AND TRASH CONTAINERS. Tit E WALLS, FLOOR AND CEILING OF
THIS ROOM OR AREA SHALL DE CONSTRUCTED SO AS TO BE SMOOTH, IMPERVIOUS AND
EASILY CLEANABLE
VECTOR CONTROL: OPENINGS AT THE BASE AND SIDE OF EXTERIOR DOORS SHALL NOT
EXCEED ON FOURTH INCI! (114 ")• ALI. EXTERIOR WALT. PIPESOR OTHER OPENINGS SIIALL BE
TIGHTLY SEALED. ALL EXTERIOR WALL VENTS SHALL DE PROPERLY SCREENED WITH ONE
FOURTH INCII (1/4 ") HARDWARE CLOTH SCREENING.
S. LAVATORIES I HANDWASHING SINK: IIANDWASIIING FACILITIES SIIALL DE
PROVIDED WITHIN. OR ADJACENT TO TOILET ROOMS AND SHALL DE EQUIPPED WITH AN
ADEQUATE SUPPLY OF HOTAND COLD RUNNING WATER UNDER PRESSURE_ IIANDWASIIING
CLEANSER AND SINGLE USE SANITARY TOWELS, OR IIOT -AIR BLOWERS, SHALL BE
PROVIDED IN WALL MOU.S FED DISPENSERS AT ALL IIANDWASIIING FACILITIES.
IIANDWASIIING FACILITIES SHALL BE PROVIDF1) WITHIN EACH FOOD PREPARATION AREA.
TOILET FACILITIES: IN EACH FOOD F.STABLISIIM ENT, TI ERE. SHALL BE
PROVIDED TOILET FACILITIES FOR USE BY EMPLOYEES, THE NUMBER OF TOILET
FACILITIES REQUIRED SHALL DE IN ACCORDANCE WITH LOCAL BUILDING AND PLUMBING
CODES. TOILET ROOMS SIIALL BE SEPARATED FROM OTHER PORTIONS OF THE FOOD
ESTABLISHMENT BY WELI.FITTING, SELF - CLOSING DOORS.
TOILET FACILITIES SHALL BE PROVIDED FOR PATRON, GUESTS, OR INVITES IN EACII FOOD
ESTABLISHMENT WITH MORE TITAN 20,000 SQUARE FEET OF FLOOR SPACE THERE SHALL BE
AT LEAST ONE (1) SEPARATE. TOILET FACILITY FOR MEN AND (1) SEPARATE FACILITY FOR
WOMEN. IIANDWASIIING FACILITIES SIIALL BE EQUIPPED WITH RIOT AND COLD RUNNING.
WATER HANDWASIIING DETERGENT, OR SOAP, AND SANITARY TOWELS, OR IIOT -AIR
BLOWERS, SHALL HE PROVIDED AT IIANDWASIIING FACILITIES IN PERMANENTLY
INSTALLED DISPENSING DEVICES.
WHERE ALCOHOLIC BEVERAGES ARE SOLD OR GIVEN AWAY FOR CONSUMPTION ON THE
PREMISES, THERE. SHALL DE PROVIDED, FOR USE BY THE PUBLIC, SEPARATE TOILET ROOMS
FOR EACH SEX WITH AT LEAST ONE (1) URINAL FOR MEN, AND AT LEAST ONE (1) LAVATORY
IN CONJUNCTION WITH, AND CONVENIENT TO, EACH TOILET. THE RESTROOMS MUST DE
LOCATED WITHIN THE FOOD ESTABLISHMENT AND ACCESSIBLE WITHOUT GOING
TBROUGH A FOOD PREPARATION OR STORAGE AREA.
8- DRESSING ROOMS: A ROOM, ENCLOSURE OR DESIGNATED AREA, SEPARATED
FROM TOILETS, FOOD STORAGE, FOOD PREPARATION AREAS, AND UTENSIL WASHING
AREAS, SHALL BE PROVIDED WHERE EMPLOYEES MAY CHANGE AND STORE. CLOTHS. NO
EMP1.OVEF: SHALL STORE CLOTHING OR PERSONAL EFFECTS IN ANY OTHER AREA ON TIIF.
PREMISES. A DRESSING !LOOM (MINIMUM !s SQUARE. FEET) SHALL BE LIGHTED. PROVIDED
WITH EXTERIOR VENTILATION, AND HAVE SMOOTH, DURABLE, WASHIAILE WALI S.
B- EQUIPMENT: ALL EQUIPMENT SHALL NIF.F.T Olt OF F.QUIVALF.NTTO APPLICABLE
NATIONAL. SANI'TA'TION FOUNDATION(NSII) STANDARDS. INCLUDING ALL SHELVING AND
COUNTERTOP EQUIPMENT SUCH AS SUSHI CASES, ESPRESSO MACHINES, MICROWAVE
OVENS, COFFEE: MAKIERS, CUTTING BOARDS, ETC.
LITFNSIL- WASIIING, SINK: At,[, FOOD ESTABLISHMENTS IN WIIICII FOOD IS PREPAREDINCLUDINGCOFFEEOltBEVERAGES) OR IN WHICH MULTI- SERVICE. KITCHEN UTENSILS
ART. USED SHALL HAVE A MINIMUM THREE COMPARTMENT METALSINK WITH TWO
INTEGRAI. METAL DRAINBOARDS.
371E UTENSIL WASIIINGSINK MUST DRAIN .jPj_B .CTI Y TO A F'1 OOR SINK.
TOP. SINKMUST HE N.S.F.APPROVED, ALI, NIL I'AL ANU TIIF :F. STANDING(NOT IN
IMvMW
lICABINETS). WHEN INSTALLED NEXT TO A WALL, A METAL "BACKSPLASIP (MINIMUM F.IG.IITINCITESIs-1), EXTENDING UP TIIF. WALL SHALL BE FORMED AS AN INTEGRAL PART OF THEUNITANDSEALEDTOTHEWAIL. THE SINK COMPARTMENTS AND DRAINBOARDS SHALL BF:
LARGE ENOUGH TO ACCOMMODATE THE LARGEST UTENSIL USED.
FOOT) PREPARATION SI lj KS: DEPENDING ON THE TYPE OF OPERATION, A MINIMUM ONE
COMPARTMENT FOOD PREPARATION SINK MAY BE REQUIRED. FOOD PREPARATION SINKS
MUST DRAIN INDIRECTLY I'O A FLOOR SINK.
DIySLLN/ASHING MACHINES: MACHINE WASHING OF UTENSILS IN MACHINES USING A RIOTWATER. OR CIIEMICAL SANITIZING RINSE SHALL CONFORM TO APPLICABLE NATIONAL. SANITATIONFOUNDATION (NSF) STANDARDS, AND SIIALL:IF, INSTALLED AND OPERATED IN
ACCORDANCE. WITH THOSE STANDARDS.
JANITORIAL SINK (STOP SINKI: A ROOM, AREA, OR CABINET, SEPARATED FROM ANY OCDPRF.PARAI'ION OR STORAGE AREA OR UTENSIL WASIIING, AREA, SHALL BE PROVIDED FOR
THE STORAGE. OF CLEANING EQUIPMENT AND SUPPLIES, SUCH AS MOPS, BUCKETS,
BROOMS,
INC TO DE USED YOR GENERAL CLEANING PURPOSES AND OR THE DISPOSAL OF
E
FOLLOWING,
MOP BUCKET WASTES AND OTHER LIQUID WASTES:
A ONE - COMPARTMENT, NON - POROUS JANITORIAL. SINK (STAINLESS
STEEL, PORCELAIN. OR FIBERGLASS).
A SLAB, BASIN. OR FLOOR CONSTRUCTED OF CONCRETE OR EQUIVALENT
MATERIAL, CURBED AND SLOPED TO DRAIN. SUCH FACILITIES SHALL OF.
CONNECTED TO APPROVED SEWERAGE, AND PROVIDED WITH HOT AND
COLD RUNNING WATER, TIHROUGII A MIXING VALVE AND PROTECTED
WITH A BACKFLOW PROTECTION DEVICE
SARIIAGE MSPOSAI: GARBAGE DISPOSAL MAY DE INSTALLED IN DRAINBOARDS, IFTIE
DRAINIIOAIID IS LF.NGTIIFNF.D TO ACCONIMODATF.TIIE DISOSAI,CONE, IN ADDITION TO
THE MINIMUM REQUIRED DRAINBOARD S17.E GARBAGE DISPOSAL STAY MU BF. INSTALLED
UNDER A SINK COMPARTMENT, UNLESS AN ADDITIONAL COMPARTMENT IS PROVIDED FOR
THE DISPOSAL
REFRIGERATION: DRAINAGE FROM REFRIGERATION UNITS SIIALL BE CONDUCTED IN A
SANITARY MANNER TO A FLOOR SINK. OR OTHER APPROVED DEVICE, BY AN INDIRECT
CONNECTION. OR BE SELF- EVAPORATIVE
10" FOODSTORAGE: ADEQUATE AND SUITABLE SPACE SIIALL BE PROVIDED FORTIIESTORAGEOFFOOD. APPROXIMATELY TNVENTY FIVE PERCENT (25 %) OFTHE FOODPREPARATIONAREA. AND AT LEAST 32 LINEAL FEET OF APPROVED SHELVING FOR EACH 100
SQUARE FEET OF STORAGE AREA IS CONSIDERED ADEQUATE (EXCLUDINGREFk1.FRATION). EXCEPT FOR LARGE OR BULKY FOOD CONTAINERS. ALL FOOD SHALL BESTOREDATLEASTSIXINCITES (6") OFF TIIE FLOOR. CONTAINERS MAY DE STORED ON
DOLLIES, RACKS OR PALLETS NOT MEETING THIS HEIGHT REQUIREMENT, PROVIDED
THESE ITEMS ARE EASILY MOVABLE SHELVING TO BE CONSTRUCTED SO AS TO DE EASILYCLEANABLERECOMMENDSHELVESINSTALLEDONAWALLHAVEATLEASTAONEINCI! 1 ") OPEN SPACE BETWEEN THE BACK EDGE. OF THE SHELF OR SHOULD BE SEALED TO THE
WALL II EQUIVALENT. ,
AST SIX
NCIIF.S(6 ") ABOVE TIE FLOOR WITH CLEAR UNOBSTRUCTED AREA BELOW. ALLSHELVESLOCATEDBELOWACOUNTERORWORKSURFACETOBESETBACKATLEAST TWO
INCITES (2 ") FROM THE DRIP LINE OF THE SURFACE ABOVE RECOMMEND SHELVESSUPPORTEDBYLEGSONTIREFLOORBEOFAROUNDMETALEQUIPMENTTYPELEG,
SANITATION F
INSTALLATION
NNDATTION
OF EQ SIGN ,
NATIONAL
D INSTALLATION REQUIREMENTS OR ITS
EQUIVALENT.
AT TIIE FLOOR: ALL EQUIPMENT SHALL BE En HER EASILY MOVABLE (Le., light 1.1,10, INSTALLED ON RAISED MINIMUM SIX INCI! (6 ") ROUNDED METAL LEGS. OR SEALED TO
MINIMUM
is ") COVED RADIUS. IF ONOAN (ISLAND, IT SHALL OVERHANG TIIE BASEAT LEAST TITWO
CII
INCITES (2 "). BUT NOT MORE TITAN THE HEIGHT OF THE ISLAND. SEALING TO Till. FLOOR ISACCEPTABLEONLYIFNOOTHERMEANSAREAVAILABLESUCH `.S BEER COOLERS BEHIND
BARS, REFRIGERATORS. AND LARGE BAKERY OVENS. GAPS AND SPACES BETWEEN EQUIPMENT BASE AND TOP OF ISLANDS SHALL DE SEALED
WITH A NON- IIARDENING SILICONE SEALANT. ALL EQUIPMENT ON COUNTERS. TABLES, ANDSIIELVFS, THAT ARE NOT EASILY LIFTED, ARE TO BE INSTALLED ON APPROVED FOUR INCH4") LEGS, OR SEALED TO TADLE SHELVES THAT ARE NOT EASILY LIFTED, ARE TO DEINSTALLEDONAPPROVEDFOURINCH (4 ") LEGS OR SEALED TO THE TABLE, SHELVES, ETC.
DIPPER WELLS WITI RUNNING WATER SHALL DE PROVIDED FOR ICE CREAM OR OTHER
FROZEN DESERT SCOOPING OPERATIONS. ALL EQUIPMENT, FLASUINGS, AND BACKSPLASHESARETODEADEQUATELYSEALEDTOTHEWALLANDABUTTINGEQUIPMENT, ORMOVEDAWAYFROMTHEWALLSIXINCITES (6 ")FOR EVERY FOUR (4) LINEAR FEET OF
EQUIPMENT FRONTAL LENGTH, OR AWAY FROM EACIL OTTER SOLDERING. WELDING,
LAST, OR -I- CAP MOLDING MAY BE USED. A OF
APPROVEDSEA
30 ") CLEARANCE MUST BE PROVIDED FOR ALL AISLES AND WORIKINC AREA.S.
RTM INCITES
12" PLUMBING: ALL PLUMBING AND PLUMBING FIXTURES SHALL BE INSTALLED INCOMPLIANCEWITIILOCALPLUMBINGORDINANCES, SHALL DE MAINTAINED SO AS TOPREVENTANYCONTAMINATION. SHALL DE KEPT CLEAN, DE FULLY OPERATIVE, AND IN
GOOD REPAIR ALL-L (QUID WASTES SHALL DC. DISPOSED OF THROUGH THE PLUMBING
SYSTEM, WHICH SIIALL DISCHARGE INTO THE PUBLIC SEWERAGE OR INTO AN APPROVED
PRIVATE SEWAGE DISPOSAL SYSTEM.
ALL UTENSIL WASIIING SINKS, STFAM TABLES, ICE MACHINES AND DINS, FOODPREPARATIONSINKS, DISPLAY CASES, WALKING REFRIGERATORS, AND OTHER SIMILAREQUIPMENTWHICHDISCHARGELIQUIDWASTE., SIIALL HAVE Tit IS WASTE CONVEYED BY ASEWERLINEANDDISPOSEDTitF.REIN BY AN INDIRECT CONNECTION INTO A FLOOR SINK,
AS
FUNNEL BE READILY ACCESSIBLE FOR INSPECTION AND CLEANING, DRAIN LINES SHALL
ND
NOT
TO
CROSS ANY AISLE, TRAFFIC AREA OR DOOR OPENING.
NOTFS,
1. ALL COUNTERS, INCLUDING UNDERSIDE, a,AALL BE MADE OF NONTOXIC, NONCORROSIVE MATERIAL, SHALL
BE CONSTRUC "IED, INSTALLED, AND MAINTAINED TO BE EASILY CLEANABLE AND SMOOTH.
2. THREE- COMPARTN:;;NT SINK SHALL BE N.S.F. APPROVED WITH A MIN. OT 18" X 18" AT EACH SINK
COMPARTMENT AND DRAINBOARD.
3. EXTERIOR ENTRANCE DOOR AND RESTROOM DOOR TO BE SELF - CLOSING.
4. ALL EQUIPMENT TO BE N.S.F. APPROVED AND INSTALLED TO N.S.F. STANDARDS, I.E. ON 6" HEI(IHT ROUND
METAL LEGS, COMMERCIAL CASTORS, OR 4" HEIGHT, 318" RADIUS COVED CURB, WITH MINIMUM 2"
OVERHAND, AIJD NOT TO EXCEED CURB HEIGHT. OVERHANG COUNTER EQUIPMENT SHALL DE ON 4" HEIGHT
ROUND META. LFGS OR SEALED TO COUNTER, OR EASILY MOVEABLE.
5. ALL CEILING AND WALL SURFACES IN FOOD / UTENSIL ROOMS TO BE SMOOTH FINISH, AND TO BE PAINTED IN
LIGHT WHITE COLOR "SEMI- GLOSS" ENAMEL PAINT OR TO HAVE 70% LIGHT REFLECTIVE VALUE.
6. WALL AND CEILING SURFACES IN ALL AREAS EXCEPT FOR SALES AREA AND OFFICE ARE TO BE SMOOTH AND
EASILY CLEANABLE.
FIRE DEPARTMENT REQUIREMENTS
NOTES:
1. A portable fire extinguisher shall be provided,
with a rating afoot less than 2-A or 2 -A10BC
within 75 fat tmvel distance to all portion of the
building on each floor, also during construction.
2. A portable fire extinguisher shall be provided with
a'ating of not lea than 20-B, located not lea than
10 fat, nor mom than 30 fat from soy flammable
liquid storage area.
3. A fire extloguisher shall be provided as required
by Fire Department field inspector.
4. ..Every exit door shall be opeoable from the inside
without the use of a key, tool, or special
knowledge or efforL Special locking devices shall
be an approved type. (Title 24, C.C.Rt L .A.M.C.
57.33)
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