HomeMy WebLinkAboutBUILDING PLANS - 22-00474 - Transfer Station - New Scale HouseJRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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P R O F E S S I O N A L ENG
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ATE O F I D A H O
A
11/15/21
14134
D
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.BASIS FOR DESIGN:1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.152, SS = 0.470DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.222, SDS = 0.446PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0695. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE27.3 PSFNET UPLIFT ON ROOF18.0 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF125 PSF15 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240BEAMSL/360L/240 FOUNDATION NOTES:1.IN LIEU OF A GEOTECHNICAL REPORT: THE FO
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2.THE SOIL DESIGN VALUES LISTED BELOW HAV
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CITY/COUNTY BUILDING DEPARTMENT, CONTI
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PREDOMINATELY CONSISTS OF SAND AND/OR
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SPECIFIC SOIL CLASSIFICATIONS SHOULD BE
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CLASSIFICATIONS CAN BE FOUND IN TABLE 18
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRESSU
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NATIVE SOIL SUBBASE COMPACTED TO 95% D
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FOR PERIMETER FOOTINGS. WHERE EXTERIO
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THAN 95% OF THE MAXIMUM DRY DENSITY AS
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BELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION A
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ALLOWABLE BEARING PRESSURE
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ALLOWABLE LATERAL BEARING PRESSURE
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CONNECTIONTYPEJOIST OR TRUSS BEARING ON SILL OR GIRDERBRIDGING TO JOISTSOLE PLATE TO JOIST OR BLOCKING, FACE NAILTOP PLATE TO STUDDOUBLE STUDS, FACE NAILDOUBLE TOP PLATESCONTINUOUS HEADER TO STUD CEILING JOISTS, LAPS OVER PARTITIONSCEILING JOISTS TO PARALLEL RAFTERS, FACE NAILRAFTER OR TRUSS TO PLATEBUILT-UP CORNER STUDS TOENAIL(4)-8d COMMON (2 1/2" x 0.131")NAILING(3)-8d COMMON (2 1/2" x 0.131")(3)-3"x 0.131" NAILS (Gun Nail)(3)-3"x 14 GAUGE STAPLESTOENAIL EACH END(2)-3"x 0.131" NAILS (Gun Nail)(2)-3"x 14 GAUGE STAPLES16d (3 1/2"x 0.135") AT 16" O.C.FACE NAIL3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.END NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESSOLE PLATE TO STUDEND NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESFACE NAIL 16d (3 1/2"x 0.135") AT 24" O.C.3"x 14 GAUGE STAPLES AT 8" O.C.3"x 0.131" NAILS (Gun Nail) AT 8" O.C.FACE NAIL 16d (3 1/2"x 0.135") AT 16" O.C.3"x 14 GAUGE STAPLES AT 12" O.C.3"x 0.131" NAILS (Gun Nail) AT 12" O.C.DOUBLE TOP PLATES -FACE NAIL (8)-16d COMMON (3 1/2"x 0.162") (12)-3"x 0.131" NAILS (Gun Nail) (12)-3"x 14 GAUGE STAPLES LAP SPLICERIM JOIST TO TOP PLATE8d (2 1/2"x 0.131") AT 6" O.C.3"x 14 GAUGE STAPLES AT 6" O.C.3"x 0.131" NAILS (Gun Nail) AT 6" O.C.BLOCKING BETWEEN JOISTS OR RAFTERSTOENAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES AND TOP PLATETOENAILTOP PLATES, LAPS AND INTERSECTIONSFACE NAIL (2)-16d COMMON (3 1/2"x 0.162") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLESCONTINUOUS HEADER, TWO PIECES16d COMMON (3 1/2"x 0.162") FACE NAIL AT 16"O.C. ALONG EDGESCEILING JOISTS TO PLATETOENAIL(3)-8d COMMON (2 1/2"x 0.131") (5)-3"x 0.131" NAILS (Gun Nail) (5)-3"x 14 GAUGE STAPLESFACE NAIL (3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES(3)-16d COMMON (3 1/2"x 0.162) (4)-3"x 0.131" NAILS (Gun Nail) (4)-3"x 14 GAUGE STAPLES FACE NAIL(3)-8d COMMON (2 1/2"x 0.131") (3)-3"x 0.131" NAILS (Gun Nail) (3)-3"x 14 GAUGE STAPLES TOENAILTOENAIL16d COM.(3 1/2"x 0.162") AT 24" O.C. 3"x 14 GAUGE STAPLES AT 16" O.C.3"x 0.131" NAILS (Gun Nail) AT 16" O.C.FACE NAIL (2)-8d COMMON (2 1/2" x 0.131")USE- SIMPSON A35 AT 48" O.C.-NA-SIMPSON A35 AT EVERY OTHER BLOCK-NA-NOTE:A.MINIMUM NAILING SPECIFIED HEREINSHALL BE PROVIDED UNLESS NOTEDOTHERWISE ON PLANS, DETAILS ORGENERAL STRUCTURAL NOTESB.NAILING NOT NOTED ON THESE PLANS ORDETAILS SHALL BE PER I.B.C. TABLE2304.10.1T12MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISETD34NO SCALE
P R O F E S S I O N A L ENG
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KEYNOTES:1.WOOD JOIST W/ (2) 16d NAILS, SEEPLAN2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL3.WOOD STUD WALL, SEE PLAN4.WALL SHEATHING AS OCCURS, SEE PLAN5.EDGE NAILING, SEE SHEARWALLSCHEDULE6.CONT RIM BOARD7.BOUNDARY NAILING, SEE PLAN8.ROOF SHEATHING, SEE PLAN201WOOD JOIST AT WOOD STUD WALLNO SCALE 123 554 7685KEYNOTES:1.WOOD JOIST, SEE PLAN2.WOOD JOIST BLOCKING AT 24" O.C. W/ (2)16d NAILS3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,SEE TYPICAL DETAIL4.WOOD STUD WALL, SEE PLAN5.WALL SHEATHING AS OCCURS, SEE PLAN6.EDGE NAILING, SEE SHEARWALLSCHEDULE7.CONT RIM BOARD8.BOUNDARY NAILING, SEE PLAN9.ROOF SHEATHING, SEE PLAN10.(4) 10d NAILS INTO EACH BLOCK202WOOD JOIST AT WOOD STUD WALLNO SCALE 134 665 8792106
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REXBURG,
MADISON COUNTY
TRANSFER STATION SCALES
IDAHO
8
6
7
N
O
V
.
'
2
1
DUPLEX RECEPTACLE WALL MOUNTED FIXTURE CEILING MOUNTED FIXTURE FLUORESCENT FIXTURE ELECTRICAL SYMBOL SCHEDULEBRANCH CIRCUIT - HOME-RUN TO PANEL BRANCH CIRCUIT - IN FLOOR OR UNDERGROUNDMECHANICAL EQUIPMENT OR DETAIL SYMBOL DRAWING NOTE (ON THE SHEET WHERE SHOWN)THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNITFAN MOTOR CONNECTION POINT BRANCH CIRCUIT - CONCEALED* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND M.C.V.I.F.A.F.F.B.F.G.NL E.C.ABOVE FINISHED FLOORBELOW FINISHED GRADEVERIFY IN FIELD NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR MOTOR CONNECTION POINT T EF TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)TIME CLOCK SWITCHT11A-1,3 DOUBLE DUPLEX OUTLET (4-PLEX)JUNCTION BOX BRANCH PANELBOARDJ EMERGENCY WALL LIGHT WITH 90MIN. BATTERYPHOTOELECTRIC CELL/SWITCHHVAC SYSTEM SENSOR - SEE MECHANICAL ES WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)SINGLE POLE SWITCH (SEE SUBSCRIPTS)RECESSED CAN FIXTUREMAIN/DISTRIBUTION PANELBOARD TRAC LIGHT SYSTEM**PUSHBUTTON (AS INDICATED ON DRAWINGS) ROUGH-IN BOX MUD RING ORIENTATION.RECPT.SUB-SCRIPTS AC=ABOVE COUNTERGFI=GROUND-FAULTIG=ISOLATED GROUNDS=SURGE SUPPRESSIONTR=UL TAMPER RESISTANTWP=WEATHERPROOF COVER W/GFCI RECEPT.TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT USB=RECEPTACLE W/USB CHARGERCR=CORD REEL (SEE DETAIL)F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)B=ENCLOSED CIRCUIT BREAKER CEILING MOUNTED DUPLEX RECEPTACLE FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE SWITCHEDSEPARATELY. (SUBSCRIPT APPLIES TO BOTH SWITCHES)SWITCHSUB-SCRIPTS 3 = 3-WAY4 = 4-WAYF = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)T = THERMAL OVERLOAD SWITCH W/PILOT LIGHTP = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)WP = WEATHERPROOFCEILING MOUNTED OCCUPANCY SENSORBLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355]L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205]H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255]R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE[SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOREXHAUST FAN (30 MIN. DELAY)D = INTEGRAL DAYLIGHT SENSOR TO AUTOMATICALLY CONTROL FIXTURES IN DAYLIGHT ZONESH = WALL OCC. SENSOR ON/OFF/DIMW = WALL MOUNTED ON/OFF/DIM OCCUPANCY SENSOR*PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS REQUIRED FOROPERATION. [WATTSTOPPER #BZ-50]EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS AS INDICATED ONDRAWINGS. CONNECT TO UNSWITCHED LEG OF NEAREST LIGHTING CIRCUIT.EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TO UNSWITCHED LEGOF LIGHTING CIRCUIT.G.C.GENERAL CONTRACTORN.T.S.NOT TO SCALE V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF NO/NCCONTACTS, CONTROL XFMR, FUSE PER EQUIP. NAMEPLATECROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO.EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOT SHOWN. PROVIDE'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONALISOLATED GROUND WHERE INDICATED.FM LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALL PLATE OREQUAL (* COLOR TO MATCH WIRING DEVICES)S S S S F#ENIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF LIGHTINGCIRCUIT.NLSPSWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE,W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES)P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301]P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302]D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100]D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200]S DATA/COMM. SYMBOL SCHEDULETELEPHONE OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)TELE/DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)_T-X_D-X_T/_D-XTELEPHONE & DATA OUTLET NOTES:1.UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO IT R
O
O
M
,
TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLESINDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FORADDITIONAL INFORMATION. PROVIDE J-HOOKS 3FT ON CENTER ABOVEACCESSIBLE CEILING FOR SUPPORT OF CABLING.2.CONDUIT SIZES (X): 2=1/2", 3=3/4" & 4=1", 5=1 14" OR (2) 1"3.NO LABEL INDICATES: 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 1"CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY. TERMINA
T
E
WITH INSULATED THROATBUSHING (UNO). PROVIDE WITH PULL STRING.DATA OUTLET - ABOVE CEILING ( _=# OF CABLES)_DCEILING MOUNTED SPEAKER AND BACKBOX T.V. OUTLET (C = CEILING MOUNTED)UTILIZE 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 34" CONDUITTO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATEWITH INSULATED THROAT BUSHING. INSTALL CONNECTOR ANDFACEPLATE AND PROVIDE COAXIAL CABLE FROM OUTLET TO NEARESTTV SYSTEM AMPLIFIER. PROVIDE J-HOOKS 3FT ON CENTER ABOVEACCESSIBLE CEILING FOR SUPPORT OF CABLING.VVOLUME CONTROLLERCOMMUNICATIONS CABLING REQUIREMENTS:(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)NETWORK CABLING - CAT6 PLENUM RATED, BLUETELEPHONE CABLING - CAT6 PLENUM RATED, YELLOWTELEVISION CABLING - COAXIAL, RG-61.ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LAMP TYPES WITH FIXTURE T
Y
P
E
BEFORE ORDERING.2.ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR E
X
A
C
T
LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.3.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS P
E
R
NEC BEFORE INSTALLING ANY ELECTRICAL PANELS FOR CABINETS.4.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICALEQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION
K
I
T
S
AS REQUIRED.5.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURELOCATIONS, CEILING TYPES, ETC.6.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER P
R
I
O
R
TO ROUGH - IN.7.ELECTRICAL CONTRACTOR SHALL MOUNT SWITCHES AT 48" AND MOUNTCONVENIENCE OUTLETS AT 18" OR AS SHOWN ON PLANS TO MEET HANDICAPPEDREQUIREMENTS.8.LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CL
O
S
E
TO DOOR FRAME AS POSSIBLE, SO AS NOT TO INTERFERE WITH ROOM CABINETS,
E
T
C
.
9.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.10.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS W
O
R
K
AND PAY ASSOCIATED FEES.11.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES ANDELECTRONIC BALLASTS.12.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO THEUNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PER CODE.13.UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR T
O
COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER /CONTR., EX. DENTAL, MEDI
C
A
L
,
KITCHEN,EQUIPMENT ETC. THE EXACT ROUGH-IN REQUIREMENTS FOR THEREEQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTR. TO
B
E
RESPONSIBLE FOR FINAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.14.ALL CONDUIT /RACEWAY /CABLES, TO BE CONCEALED IN WALLS OR ABOVE CEILIN
G
S
.
IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITEC
T
/ENGINEER PRIOR TO DOING ANY WORK.15.E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THEEXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. M
A
K
E
NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THE
S
E
CONDITIONS.16.JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE
E
.
C
.
IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRE
D
FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR"THROUGH-BRANCH CIRCUIT WIRING".PROJECT GENERAL NOTES
:
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