GENERAL BUILDING NOTES CONSULTANT/ CONTACTS ...

FIRE DEPARTMENT NOTES

1. FOR MAXIMUM OCCUPANT LOAD REFER TO LEGAL INFORMATION, OCCUPANT LOAD ON SHEET CS0.10. FINAL APPROVAL OF THE OCCUPANT LOAD IS CONTINGENT UPON FIELD INSPECTION AND OBTAINING A PERMIT TO OPERATE THAT PORTION OF THE PREMISES AS AN ASSEMBLY OCCUPANCY.

2. PLANS FOR PERMITS FOR AN AUTOMATIC EXTINGUISHING SYSTEM FOR KITCHEN HOODS WITH FRYERS. INSTALLATION SHALL BE SUBMITTED IN TRIPLICATE FOR APPROVAL TO THE FIRE DEPARTMENT.

3. INTERIOR WALL AND CEILING FINISHES FOR ASSEMBLY AREAS SHALL NOT EXCEED A FLAME

SPREAD CLASSIFICATION OF 200 （CLASS B）.

4. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT TREATED IN

AN APPROVED MANNER （CURTAINS,DRAPES,SHADES HANGINGS,ETC.）5. PROVIDE DRAFT STOPS IN CONCEALED SPACES AS PER CURRENT CODE.

6. TWO（2）FIRE EXTINGUISHERS RATED AT 2A 10BC SHALL BE MOUNTED ON WALLS IN

ACCESSIBLE AND VISIBLE LOCATIONS. ONE IN THE KITCHEN/FOOD PREP. AREA, AND THE OTHER IN THE DINING AREA.

7. ONE PORTABLE FIRE EXTINGUISHER WHICH HAS A CLASSIFICATION OF NOT LESS THAN TYPE 'K’ SHALL BE PROVIDED FOR THE KITCHEN.

8. A MINIMUM OF ONE 2A10BC CLASSIFICATION FIRE EXTINGUISHER SHALL BE PROVIDED WITHIN SEVENTY-FIVE OF TRAVEL DISTANCE FOR EACH SIX THOUSAND SQUARE FEET OR PORTION THEREOF OF EACH FLOOR.

9. THE INSULATION IN THE FREEZER AND COOLER SHALL HAVE A FLAME SPREADING RATING NOT GREATER THAN 75 AND THE SMOKE-DEVELOPED RATING OF NOT MORE THAN 450. PROVIDE SPECIFICATIONS FOR THE INSULATION SHOWING THE FLAME SPREAD RATING AND SMOKE-DEVELOPED RATING.

10. PROVIDE ADDRESS NUMBERS AT LEAST EIGHT （8）INCHES HIGH, WHICH SHALL BE PLAINLY

VISIBLE FROM ROADWAY.11. EACH DINING AREA SHALL HAVE ONE WHEELCHAIR SEATING SPACE FOR EVERY TWENTY

SEATS. FOOD SERVICE AISLES SHALL BE NOT LESS THAN 36" CLR. WIDTH, WHILE A PREFERRED WIDTH OF 42",WHERE PASSAGE OF STOPPED WHEELCHAIRS BY PEDESTRIANS IS DESIRED. ACCESSIBLE SEATS ARE INTEGRATED WITH/ THE GENERAL SEATING TO ALLOW A REASONABLE SELECTION OF SEATING AREA AND TO AVOID HAVING ONE AREA SPECIFICALLY HIGHLIGHTED. TABLEWARE, DISHWARE, CONDIMENTS, FOOD BEVERAGE DISPLAY SHELVES AND DISPENSING DEVICES SHALL BE ACCESSIBLE. WHERE FIXED OR BUILT-IN TABLES, COUNTERS OR SEATS ARE PROVIDED FOR THE PUBLIC, AND IN GENERAL

EMPLOYEE AREAS, 5%（BUT NEVER LESS THAN ONE）MUST BE ACCESSIBLE.

12. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL OCCUPANT LOAD SIGN AS PER CURRENT CODE.

13. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SHALL BE SUBMITTED TO THE FIRE

MARSHALL FOR APPROVAL PRIOR TO INSTALLATION.（HOOD）14. FOR LIGHTING FIXTURES AND EQUIPMENT SEE ELECT. PLANS - LIGHTING FIXTURE SCHEDULE15. FOR PLUMBING FIXTURES AND EQUIPMENT SEE PLUMBING PLANS - PLUMBING FIXTURE

SCHEDULE16. FOR MECHANICAL FIXTURES AND EQUIPMENT SEE MECHANICAL PLANS - MECHANICAL

FIXTURE SCHEDULE17. ALL GALVANIZED FINISHES TO RECEIVE ACID WASH.

REQUIRED SUBMITTALS

GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING SUBMITTALS TO PROJECT OWNER FOR APPROVAL BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL ALSO PROVIDE ANY ADDITIONAL SUBMITTALS REQUIRED BY PROJECT OWNER, ARCHITECT, OR ENGINEER.A. PREFABRICATED ROOF TRUSSESB. DRIVE-THRU WINDOWC. STOREFRONT SYSTEM

OVERLAPPING AND CONFLICTING REQUIREMENTS:WHERE COMPLIANCE WITH 2 OR MORE INDUSTRY STANDARDS OR SETS OF REQUIREMENTS IS SPECIFIED, AND OVERLAPPING OF THOSE DIFFERENT STANDARDS ESTABLISHES DIFFERENT OR CONFLICTING MINIMUMS OR LEVELS OR REQUIREMENTS OF QUALITY, MOST STRINGENT REQUIREMENT (WHICH IS

GENERALLY RECOGNIZED TO BE ALSO MOST COSTLY）IS INTENDED AND WILL BE ENFORCED, REFER

APPARENTLY-EQUAL-BUT-DIFFERENT REQUIREMENTS, AND UNCERTAINTIES AS TO WHICH LEVEL OF QUALITY IS MORE STRINGENT, TO ARCHITECT/ ENGINEER FOR A DECISION BEFORE PROCEEDING.

MINIMUM QUALITY/QUANTITY:IN EVERY INSTANCE, QUALITY LEVEL OR QUANTITY SHOWN OR SPECIFIED IS INTENDED AS MINIMUM FOR THE WORK TO BE PERFORMED OR PROVIDED. EXCEPT AS OTHERWISE SPECIFICALLY INDICATED, ACTUAL

WORK MAY EITHER COMPLY EXACTLY WITH THAT MINIMUM （WITHIN SPECIFIED TOLERANCES）, OR MAY

EXCEED MINIMUM WITHIN REASONABLE LIMITS. IN COMPLYING WITH REQUIREMENTS,INDICATED NUMERIC VALUES ARE EITHER MINIMUMS OR MAXIMUMS AS NOTED OR AS APPROPRIATE FOR CONTEXT OF REQUIREMENTS. REFER INSTANCES OF UNCERTAINTY TO ARCHITECT/ ENGINEER FOR DECISION BEFORE PROCEEDING.

NOTES TO CONTRACTOR

1. WHERE CONTRACT DOCUMENTS （DRAWINGS AND SPECIFICATIONS）ARE INCOMPLETE,

AMBIGUOUS OR CONTAIN CONFLICTING INSTRUCTIONS, DO NOT PROCEED UNTIL RECEIVING CLARIFICATION FROM THE ARCHITECT OR OWNER IN WRITING.

2. PROVIDE PROTECTION OF PEDESTRIANS AND PUBLIC DURING CONSTRUCTION. PROVIDE BARRICADES AND CANOPIES AS REQUIRED FOR PUBLIC SAFETY. PROVIDE MINIMUM 6’-0’’ AWAY FROM CONSTRUCTION OR OTHER APPROVED MEANS OF PROTECTION AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.

SIGNAGEALL SIGNAGE AND SIGN DETAILS ARE UNDER SEPARATE DRAWINGS AND PERMIT BY OWNER'S VENDOR. ON SITE DELIVERY AND INSTALLATION TO BE SCHEDULED BY GENERAL CONTRACTOR. GC TO

COORDINATE ANY POWER AND FOOTING REQUIREMENTS PRIOR TO COMMENCING WORK.

SEPARATE SUBMITTALSA. SIGNAGEB. IRRIGATIONC. FENCE (WHEN REQUIRED)

INFORMATION:ALL SPECIAL INSPECTIONS WILL BE THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. INSPECTIONAL SERVICES DIVISION (ISD) WILL NEED COPIES OF ALL 3RD PARTY SPECIAL INSPECTIONS AND ALSO A SUMMARY OF ALL SPECIAL INSPECTIONS. PLEASE MAKE CERTAIN THE COPIES OF THE 3RD PARTY INSPECTIONS ARE AVAILABLE FOR ISD FIELD INSPECTORS TO PICK-UP WHEN MAKING THEIR NORMAL INSPECTIONS.

A.F.F.ADH.ADJ.A/CALUM.TH.&L/APPROX.@

B./BOT.BLK./BLKING.BD.

CAB.CEM.CLG.C.L./CCLR.CERM.[ ]COL.CONC.CTR.C.M.U.CONST.CONT.CONTR.

D.DEMODIA/φDIF.DR.DN.DWG.

EA.ELEC.EQUIP.EXIST./(E)E.J.EXT./EXTR.

FIN.FIN. FLR./F.F.F.P.F.R.

ABOVE FINISH FLOORADHEREADJACENT/ADJUSTABLEAIR CONDITIONING/ERALUMINUMTHRESHOLDANDANGLEAPPROXIMATEAT

BOTTOMBLOCK/BLOCKINGBOARD

CABINETCEMENTCEILINGCENTER LINECLEARCERAMICCHANNELCOLUMNCONCRETECOUNTERCONCRETE MASONRY UNITCONSTRUCTIONCONTINUOUSCONTRACTOR

DEPTHDEMOLITIONDIAMETERDIFFUSER/DIFFERENTDOORDOWNDRAWING

EACHELECTRIC/ELECTRICALEQUIPMENTEXISTINGEXPANSION JOINTEXTERIOR

FINISH/FINISHESFINISH FLOORFIRE PROOFFIRE RESISTANT

F.S.E.F.S.E.C.FIXT.FLR.FLUOR.FRAM'G.FR.FURN.

GALV.GA.G.C.GYP.GYP.BD.

HDW.HVACHT./H./HGT.H.C.HR.

INCL.INSUL.INT./INTR.

JAN.JT.

LAM.LTG.

MACH.MFGR.MAS.MAX.MECH.MTL.MIN.

N.NOM.N.I.C.#

O.O.F.C.I.O.C.OPP.

FOOD SERVICE EQUIPMENTFOOD SERVICE EQUIPMENT CONTRACTORFIXTUREFLOORFLUORESCENTFRAMINGFROMFURNISH/FURNISHING

GALVANIZEDGAGE/GAUGEGENERAL CONTRACTORGYPSUM BOARD

HARDWAREHEATING,VENTILATING & AIR CONDITIONINGHEIGHTHOLLOW CREHOUR

INCLUDING/INCLUSIVEINSULATION/INSULATEINTERIOR

JANITORJOINT

LAMINATELIGHTING

MACHINEMANUFACTURERMASONRYMAXIMUMMECHANICALMETALMINIMUM

NETNOMINALNOT IN CONTRACTNUMBER

OWNEROWNER FURN., G.C. INSTALLEDON CENTEROPPOSITE

P./PT.PLAS. LAM./P.L.PL.PLYWD.POL.

QTY.Q.T.

R./RAD.R.A./ R /ARECPREINF.REQ'D.RM.R.O.

S.A./ S/SSCHEDS.SK.S.S./ S/S / S.ST.SHT.SIM.S.C.SK.SPEC.STL.STO./STOR.STRUCT.SUSP.

T.TEMP.T.V.TH.T,F.T.F.&P.TYP.

VAR.

W.W.R.W.S.W/WD.

PAINT/POINTPLASTIC LAMINATEPLATEPLYWOODPOLISHED

QUANTITYQUARRY TILE

RADIUSRETURN AIRRECEPTACLEREINFORCEDREQUIREDROOMROUGH OPENING

SUPPLY AIRSCHEDULESERVICE SINKSTAINLESS STEELSHEETSIMILARSOLID CORESINKSPECIFICATIONSTEELSTORAGESTRUCTURE/STRUCTURALSUSPENDED

TOP/TILETEMPORARYTELEVISIONTHICK/THRESHOLDTAPE, FLOAT TAPE,FLOAT & PAINTTYPICAL

VARIES

WIDTHWATER RESISTANTWEATHER STRIPWITHWOOD

ADD MAP

106 West 11th StreetSuite 1900Kansas City, Missouri 64105

Phone : 816-842-7552Fax : 816-842-1302

DRAWINGS & SPECIFICATIONS REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. COPIES OF THE DRAWINGS & SPECIFICATIONS RETAINED BY THE CLIENT MAY BE UTILIZED ONLY FOR THEIR USE & FOR OCCUPYING THE PROJECT FOR WHICH THEY WERE PREPARED & NOT FOR CONSTRUCTION OF ANY OTHER PROJECT

PROJECT #

SHEET NUMBER

CS0.01

XXXXX

BID & PERMIT

XX-XX-XX

COVER SHEET

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GENERAL BUILDING NOTES CONSULTANT/ CONTACTS VICINITY MAP

SHEET INDEX

SHEET LIST - ARCHITECTURE

A0.10 SITE PLAN

A0.20 SITE DETAILS

A1.00 FLOOR PLAN

A1.40 ROOF PLAN

A1.41 ROOF DETAILS

A1.50 EXTERIOR ELEVATIONS

A1.51 EXTERIOR ELEVATIONS

A1.60 SECTIONS

A1.61 SECTION & WALL SECTIONS

A3.10 ENLARGED RR PLAN & DETAILS

A4.10 REFLECTED CEILING PLAN

A4.11 REFLECTIVE CEILING PLAN - DETAILS

A5.10 FINISH FLOOR PLAN & FINISH DETAILS

A5.60 ELEVATIONS & DETAILS - INTERIOR




A6.00 FINISH SCHEDULES

A6.01 WINDOW & DOOR SCHEDULES

A7.00 BACKING PLAN

PROJECT LOCATION

JOB NAME:

CLIENT:

JOB LOCATION: ADDRESS, CITY, STATE, ZIP CODE

EL POLLO LOCO STORE NUMBER:

EL POLLO LOCO 2995 PROTO

XXXX

ABBREVIATIONS CONCEPTUAL DESIGN

SCOPE OF WORKNEW ONE STORY BUILDING RESTAURANT, WITH DRIVE-THRU, AWNINGS AND DRIVE-THRU. REQUIRED PARKING AND ACCESS TO ADJACENT TENANTS AND PUBLIC WALKWAY.

OWNEREL POLLO LOCO3535 HARBOR BLVD.,SUITE 100COSTA MESA, CA 92626(714) 599.5000

CIVIL ENGINEERSUPDATE

KITCHEN DESIGNERTRIMARK2801 MCGAW AVENUE, SUITE BIRVINE, CA 92614(949) 398.8683EMAIL: [email protected]

ARCHITECTSTK ARCHITECTS106 W 11TH STREET, SUITE 1900KANSAS CITY, MO 64105TEL: (816) 842-7552FAX: (816) 842-1302CONTACT: ERIN GARRISONEMAIL: [email protected]

STRUCTURAL ENGINEERTK ARCHITECTS106 W 11TH STREET, SUITE 1900KANSAS CITY, MO 64105TEL: (816) 842-7552FAX: (816) 842-1302CONTACT: DAVID TAYLOREMAIL:[email protected]

MECHANICAL / PLUMBING / ELECTRICAL ENGINEERTK ARCHITECTS106 W 11TH STREET, SUITE 1900KANSAS CITY, MO 64105TEL: (816) 842-7552FAX: (816) 842-1302CONTACT: BRAD REYNOLDSEMAIL: [email protected]

SHEET LIST - CIVIL

C1.00 CIVIL COVER SHEET

C1.10 GENERAL NOTES

C2.00 EROSION CONTROL PLAN

C2.10 EROSION CONTROL DETAILS

C3.00 DEMOLITION PLAN

C4.00 DIMENSION CONTROL & PAVING PLAN

C5.00 GRADING PLAN

C6.00 EXISTING DRAINAGE AREA MAP

C7.00 PROPOSED DRAINAGE AREA MAP

C8.00 UTILITY PLAN

C9.00 CONSTRUCTION DETAILS

SHEET LIST - LANDSCAPE

L1.00 LANDSCAPE PLAN

SHEET LIST - STRUCTURAL

S1.00 GENERAL NOTES & ABBREVIATIONS

S2.00 TYPICAL DETAILS


S4.00 FOUNDATION PLAN

S5.00 ROOF FRAMING PLAN

S6.00 FOUNDATION DETAILS

S7.00 ROOF FRAMING DETAILS

S8.00 ROOF FRAMING DETAILS, ISOMETRIC VIEW

SHEET LIST - PLUMBING

P0.10 SITE PLAN - PLUMBING

P1.00 PLUMBING SYMBOLS AND SCHEDULES

P1.10 FLOOR PLAN - LOWER PLUMBING

P1.20 FLOOR PLAN - UPPER PLUMING

P1.30 FLOOR PLAN - GAS PLUMBING

P1.40 ROOF PLAN - PLUMBING

P1.70 DOMESTIC WATER RISER DIAGRAM

P1.80 WASTE & VENT RISER DIAGRAM

P1.90 GAS RISER DIAGRAM

SHEET LIST - MECHANICAL

M1.00 SCHEDULES AND REQUIREMENTS

M1.10 FLOOR PLAN - MECHANICAL

M1.20 ROOF PLAN - MECHANICAL

M1.30 MECHANICAL DETAILS

M1.40 HOOD DETAILS

M1.41 HOOD DETAILS

M1.42 HOOD DETAILS

M1.43 HOOD DETAILS

M1.44 HOOD DETAILS

M1.45 HOOD DETAILS

SHEET LIST - ELECTRICAL

E0.10 SITE ELECTRICAL PLAN

E1.00 NOTES AND SYMBOL LIST

E1.10 LIGHTING PLAN

E1.20 POWER PLAN

E1.40 ROOF POWER PLAN

E1.50 SINGLE LINE DIAGRAM

E1.70 ELEVATIONS AND DATA PLAN

SHEET LIST - KITCHEN

K1 EQUIPMENT FLOOR PLAN

K2 EQUIPMENT SCHEDULE

K3 PLUMBING ROUGH-IN PLAN

K4 ELECTRICAL ROUGH-IN PLAN

K5 EQUIPMENT ELEVATIONS

K6 EQUIPMENT ELEVATIONS

SHEET LIST - COVER SHEET

CS0.01 COVER SHEET

CS0.02 RESPONSIBILITY MATRIX

CS0.10 CODE INFORMATION

REVISIONS

NO. DATE DESCRIPTION

UPDATE

ITEMPROVIDE INSTALL COMMENTS

DESCRIPTION

1 HVAC RTU'S, MUA UNIT AND CURBS

2 HOODS, HOOD FIRE SUPPRESSION SYSTEMS AND HOOD EXHAUST FAN/CURB PACKAGE

3 MUSIC SYSTEM

4 CCTV SYSTEM

5 SECURITY SYSTEM

6 DRIVE-THRU LOOPS

7 DRIVE-THRU TIMER/HEADSET SYSTEM

8

LIGHTING FIXTURE PACKAGE (EXCLUDING SITE LIGHTING)9

LIGHTING CONTROLS

10

METAL CANOPIES AND LIGHTING

11

CO2 SYSTEM

12

SODA SYSTEMS (AND WATER FILTER)

13

STAINLESS STEEL FIXTURES AND COUNTERTOPS

14

KITCHEN EQUIPMENT PACKAGE AND KITCHEN SINKS

15

KITCHEN FAUCETS

16

DRIVE-THRU EQUIPMENT PACKAGE

17

RESTROOM MIRROR

18

QUARRY TILE AND CERAMIC FLOOR & WALL TILE AND BASE

19

FACE BRICK (INTERIOR & EXTERIOR)

20

PAINTED TILE PATTERN PANELS (EXTERIOR ONLY)

21

22

WINDOW SHADES23

INTERIOR ARTWORK AND MENU BOARD (NOT INCLUDING OCCUPANCY SIGN)24

EXTERIOR GRAPHIC MARQUEE PANELS25

MILLWORK, SETTEES, TABLES, DIVIDER WALLS (WOOD, METAL & GLASS) PACKAGE26

CHAIRS27

LOCKS AND CORES28

BUILDING SIGNAGE AND DRIVE-THRU SIGNAGE29

CHEMICAL AND HAND SOAP30

OFFICE AND POS SAFES

31

IT EQUIPMENT AND POS EQUIPMENT

32

PATIO FURNITURE AND UMBRELLAS

32

HOOD COMMISSIONING

OWNER GC

GC TO UNPACK AND PLACE CHAIRS AND TABLES

FOOTINGS AND POWER BY GC

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

GC

GC

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

OWNER

GC

GC

GC

GC

GC

GC

GC

GC

GC

GC

GC

GC

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR

VENDOR/GC

VENDOR

OWNER

VENDOR

RESPONSIBILITY MATRIX

33

SITE LIGHTING GC GC

GC TO INSTALL IN RESTROOMS

GC TO COORDINATE AFTER ALL EQUIPMENT IS ON-LINE AND PRIOR TO FINAL AIR BALANCE

INCLUDES GAS SOLENOID

INCLUDES LOW-VOLTAGE RE-WIRE

INCLUDES LOW-VOLTAGE RE-WIRE

WALK-IN COOLER OWNER VENDOR

PAPER TOWEL DISPENSERS OWNER GC

LIGHTING IS PRE-INSTALLED

INCLUDES HORCHATA

EXCLUDES MOP SINK

34

POINT OF SALE EQUIPMENT INCLUDES LOW-VOLTAGE PRE-WIREOWNER VENDOR

35

HVAC TEST AND BALANCE OWNER OWNER GC TO COORDINATE; 2 WEEKS NOTICE REQUIRED36

NOTE: GC TO REFER TO OWNER-PROVIDED CONTACT LIST FOR SPECIFIC VENDOR CONTACTS AND DETAILS.


Phone : 816-842-7552Fax : 816-842-1302


TKa r c h i t e c t s

I

®™N T E R N A T I O N A L

____________________________

PROJECT #

SHEET NUMBER

CS0.02

XXXXX

BID & PERMIT

XX-XX-XX

RESPONSIBILITYMATRIX

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REVISIONS


W/H

S2442

F

S2424

S2424

S1424

S2448

S2448

S2448

2436

G

LEGEND

EGRESS PATH

F.E.

F.E.C.

FIRE EXTINGUISHER (WALL BRACKET MOUNT)

FIRE EXTINGUISHER AND CABINET

EGRESS WIDTH PER OCC. PER TABLE FOR SPRINKLED BUILDING. 0.2" STAIRS 0.3" ELSE WHERE.

28 OCCUPANT CONVERGENCE

2' -

6"

4' - 0"

ACCESSIBLE SEATING AREA

8"38

(72")

EGRESS WIDTH PER OCC. PER TABLE FOR NON-SPRINKLED BUILDING.0.2" DOORS

POPULATION EXITING MIN. REQ'D EGRESS CLR. WIDTH PROVIDED

DINING

62

6"31

(34")

31

9"44

(72")

1"7

(34")

5

15

31 44

102' - 4"

1"3

(34")

006

006

004009

006

102' - 10" 102' - 10"

102' - 4"

102' - 4"

004

004

SALSA BAR

0

CUSTOMER PICK-UP

12

DRIVE-THRU

1

OFFICE

1

SERVING

3

WORK AREA

0

STORAGE

1

MENS

111WOMENS

110

COOLER

107

WATER HEATER

114

KITCHEN

4

7

002003

002

005

000 001

003

006

009

006

006

006

006

006

006

136

003

THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ISREQUIRED ON:

• PARKING SPACES DESIGNATED AS RESERVED FOR INDIVIDUALS WITHDISABILITIES

• ACCESSIBLE ENTRANCES (INACCESSIBLE ENTRANCES SHALL HAVEDIRECTIONAL SIGNAGE TO INDICATE THE ROUTE TO THE NEARESTACCESSIBLE ENTRANCE)

• ACCESSIBLE TOILET AND BATHING FACILITIES

THE INTERNATIONAL SYMBOL OF ACCESSIBILITY

DISPLAY CONDITIONS

PLACEMENT/ LOCATIONPERMANENT SIGNAGE TO BE INSTALLED ON THEWALL ADJACENT TO THE LATCH SIDE OF THE DOOR.MOUNTING LOCATION MUST ALLOW A PERSON TOAPPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTSOR STANDING WITHIN THE SWING PATH OF THE DOOR.

LITERARY BRAILLE STANDARD DIMENSIONS:

DOT DIAMETER .059 IN.INTER-DOT SPACING .090 IN.HORIZONTAL SEPARATION BETWEEN CELLS .241 IN.VERTICAL SEPARATION BETWEEN CELLS .395 IN.

FINISH & CONTRAST:CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALLHAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHTCHARACTERS ON A DARK BACKGROUND OR DARKCHARACTERS ON A LIGHT BACKGROUND.

LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPERCASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIEDWITH GRADE II BRAILLE. RAISED CHARACTERS SHALL BEAT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2"

CORRESPONDING GRADE II BRAILLE

EXIT

4' -

10" A

.F.F

MIN

.

TO H

IGH

EST

LIN

E O

F R

AISE

D L

ETTE

RS

5' -

0" A

.F.F

MAX

.

EXIT

48" MIN.

30" M

IN.

NOTE: UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 306.

11" MIN.

30" M

IN.

25" MAX.ELEVATION PLAN

NOTE: SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH 306.3.

MINIMUM REQUIRED DEPTH: WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES DEEP MINIMUM AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND, AND 8 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND.

WIDTH: KNEE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM.

9" M

IN.

8" MIN.

27" M

IN.

9"

MAX.

6"

30" M

IN.

17" - 25"

ELEVATION

PLAN

NOTE: SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH 306.2.

MINIMUM REQUIRED DEPTH: WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17 INCHES MINIMUM UNDER THE ELEMENT.

WIDTH: TOE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM.

OCCUPANT LOADLOBBY 140

TOTAL BUILDING1126

MEN WOMEN

GENERAL NOTES:1. ALL SIGNS ARE TO BE PLASTIC WITH EMBOSSED SYMBOLS AND TEXT2. SIGNS ARE TO BE VINYL TAPE MOUNTED WHERE POSSIBLE3. SIGN BACKGROUND IS TO MATCH COLOR OF WALL IF PERMITTED BY CODE AND LOCAL OFFICIALS. ALL BRAILLE TO CONFORM WITH ADA AND CODE REQUIREMENTS.4. VERIFY SIGN SIZE, COLORS, GRAPHICS, AND LOCATIONS WITH LOCAL OFFICIALS. 5. ACTUAL SIZES MAY VARY FROM THOSE SHOWN. NOTIFY THE ARCHITECT AND OWNER OF ANY CHANGES BEFORE PRODUCTION AND INSTALLATION.6. LOCATIONS OF SIGNS CALLED OUT ON CODE PLAN. 7. ADDITIONAL SIGNS MAY BE REQUIRED. SIGNAGE TO BE VERIFIED WITH OWNER8. ALL CODE SIGNAGE TO BE PROVIDED AND INSTALLED BY G.C.

8"

9"

8"

9"

6 1/2"

3 3/

8"

1/2" LETTERS

1" LETTERS1" LETTERS

S2

FAMILYRESTROOM

8"

9"

1" LETTERS

S1 S3

S4 S6

27x42

2' -

6"

48" MIN.

30" M

IN.


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

CS0.10

XXXXX

BID & PERMIT

XX-XX-XX

CODEINFORMATION

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APPLICABLE CODES

OCCUPANCY GROUP:

OCCUPANCY TYPE : A2CONSTRUCTION TYPE : VB

ALLOWABLE HEIGHTS: 50'-0"

OCCUPANCY SUMMARY

BUILDING SQUARE FOOTAGE: 2,995 SQ FT

ALLOWABLE AREAS: 6,000 SQ FT

FIRE PROTECTION:

EGRESS:

PLUMBING REQUIREMENTS:

CODE

BUILDING CODE AND RELATED EXCERPTS OF THE MUNICIPAL 2012 ELECTRICAL CODE NATIONAL ELECTRICAL CODE 2012 FUEL/GAS CODE INTERNATIONAL FUEL GAS CODE 2012 BUILDING CODE INTERNATIONAL BUILDING CODE 2012 LIFE SAFETY CODE NFPA 101 - LIFE SAFETY CODE 2012 MECHANICAL CODE INTERNATIONAL MECHANICAL CODE 2012 FIRE CODE INTERNATIONAL FIRE CODE2012 PLUMBING CODE INTERNATIONAL PLUMBING CODE2012 ENERGY CODE INTERNATIONAL ENERGY CONSERVATION CODE2012 ADA CODE ADA STANDARDS FOR ACCESSIBLE DESIGN

1/4" = 1'-0"1

CODE PLAN

LEGAL JURISDICTION:

DINING AREA

SEATING COUNT （BASED ON TABLE/CHAIRS PROVIDED) 960 SF = 62 OCC.

SERVICE (BASED ON # OF EMPLOYEE) FIXED # OF EMPLOYEE = 3 OCC.CUSTOMER PICK UP 60 SF/5 = 12 OCC.KITCHEN AREA 829 SF/200 = 4 OCC.

STORAGE AREA （DRY & COOLER） 286 SF/300 = 1 OCC.

OFFICE 40 SF/100 = 1 OCC.

ACCESSORY USE （RESTROOMS, CIRCULATION, ETC.） 835 SF = 0 OCC.

TOTALS*73 OCC. 83 OCC.

*TOTAL SQUARE FOOTAGE INCLUDES ± 86 SF OF INTERIOR WALL THICKNESS

EXITS REQUIREMENTS：＞ 50 OCCUPANTS 2 EXITS REQ'D / 3 PROVIDED

TOTAL OCCUPANT LOAD/2 = 83/2 = 41.5MAIN EXIT WIDTH REQUIRED = 41.5 X 0.2= 8.3"

TOTAL EGRESS WIDTH PROVIDED： 176'', THEREFORE COMPLIES WITH CODES SECTION 1028.2

BASED ON TOTAL OCCUPANCY LOAD = 83 TOTAL OCCUPANTS

MINIMUM PLUMBING FIXTURES FOR IBC 2902.1：1 PER 75 MALES = 1 REQ'D/ 1 WATER CLOSET & 1 URINAL PROVIDED1 PER 75 FEMALES = 2 REQ'D / 2 WATER CLOSET PROVIDED1 LAVATORY PER 200 REQ'D / 1 FOR EACH SEX PROVIDED1 SERVICE SINK REQ. / 1 SERVICES SINK PROVIDEDDRINKING FOUNTAIN NOT REQ'D DUE TO RESTAURANT USE

FIRE SPRINKLERS： NO FIRE SPRINKLERS REQUIRED

FIRE ALARM： NO FIRE ALARM REQUIRED

N.T.S.3

ACCESSIBLE ENTRANCE SIGN

1/4" = 1'-0"2

TACTILE SIGN

PROPERLY EXISTING THE NEW BUILDING DURING AN EMERGENCY BASED ON THE 2012 IBC REGARDING "EGRESS". DOORS AT EXIT PASSAGEWAYS, EXIT DISCHARGE, AND EXIT STAIRWAYS SHALL BE IDENTIFIED BY TACTILE SIGNS COMPLYING WITH 703.1, 703.2, AND 703.5. IF PROVIDED, MUST FULLY COMPLY. PLEASE VERIFY COMPLIANCE ACCORDINGLY PRIOR TO THE REQUIRED ON-SITE ACCESSIBILITY/ USABILITY INSPECTION.

EXCEPTIONS:A. WHERE MEANS OF EGRESS ARE PERMITTED BY LOCAL BUILDING OR LIFE SAFETY CODES TO SHARE A COMMON PATH OF EGRESS TRAVEL, ACCESSIBLE MEANS OF EGRESS SHALL BE PERMITTED TO SHARE A COMMON PATH OF EGRESS TRAVEL.

WHERE FIRE ALARM SYSTEMS PROVIDE AUDIBLE ALARM COVERAGE, ALARMS SHALL COMPLY WITH 215.

KEYNOTE LEGEND - NEW

000 TACTILE EXIT SIGN AT 48" A.F.F. TO READ "EXIT" IN1" UPPERCASE SAN SERIF LETTERS RAISED 1/32"AND ACCOMPANIED BY GRADE 2 BRAILLE. RE:2/CS0.10.

001 PROVIDE OCCUPANCY LOAD SIGN AT ENTRYDOORS. RE: 4/CS0.10.

002 PROVIDE ADA COMPLIANT SIGNAGE AT RESTROOMDOORS. RE: 4/CS0.10.

003 PROVIDE INTERNATIONAL SYMBOL OFACCESSIBILITY. RE: 3/CS0.10

004 ACCESSIBLE SEATING, 30" X48" OF CLEAR FLOORSPACE.

005 ACCESSIBLE COUNTER AREA, 30" X48" OF CLEARFLOOR SPACE.

006 ACCESSIBLE 30" X 48" CLEAR FLOOR SPACE.

009 AIR CURTAIN TO BE DOOR ACTIVATED.

136 ROOF LADDER.

3/4" = 1'-0"8

CLEAR FLOOR

3/4" = 1'-0"6

KNEE CLEARANCE

3/4" = 1'-0"5

TOE CLEARANCE

CITY OF XXXXXXXX, XXXXXXXX COUNTY

3" = 1'-0"4

CODE SIGNAGE DETAILS

3/4" = 1'-0"7

CLEARANCE AT TABLE

REVISIONS


UPDATE

UPDATE

UPDATE

WHEN CA

UPDATE

WHEN CA

A-0

03

9

7

8 8 8

SCR

EEN

FO

RPA

TIO

LOT

LIN

E

LOT

LIN

E

EXIS

TIN

GW

ALK

55

55

5

EXIS

TIN

G P

ARKI

NG

AN

DIS

LAN

DS

TO R

EMAI

N

EXIS

TIN

G P

ARKI

NG

AN

DIS

LAN

DS

TO R

EMAI

N

AREA

OF

PAD

TO

BE M

OD

IFIE

D

TRASH

PATI

O97

4 SF

9

EXIT

ON

LY

DRIVE

THRU24'

20'

TOTAL PARKING = 30

A0.20

1

611

611

614

TRASH

EXIT

O

NLY

UPDATE BACKGROUND

PER CIVIL

617

TYP

TYP

8' - 6".

TYP

9' - 0"

TYP

612

601

603

616

TYP

606

TYP


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A0.10

XXXXX

BID & PERMIT

XX-XX-XX

SITE PLAN

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

1. PER THE SUBMITTED CONSTRUCTION CONTRACT DOCUMENT WORKING DRAWINGS SHEETS C-1, C-2 & C-5, C-6, C-7, C-8, THE FEDERAL GOVERNMENT THROUGH THE 2010 A.D.A. AND THE STATE OF TEXAS THROUGH THIS 2012 T.A.S. HAVE GONE ON RECORD INDICATING THAT ALL OF THE SHARED ACCESS AISLE AT ACCESSIBLE PARKING SPACES MUST BE 5'-0" WIDE - EVEN FOR VAN SPACES (MUST STILL ALLOW A MINIMUM TOTAL OF 16'-0" VEHICLE FRONT - APPROACH WIDTH - WITH AN 11'-0" MINIMUM WIDE PARKING SPACE AND A 5'-0" WIDE ACCESS AISLE) -BECAUSE PEOPLE ARE EITHER PARKING ON-PURPOSE OR BY MISTAKE WITHIN 8'-0" WIDE ACCESS AISLES. NOTE: ONLY THROUGH THE APPLICATION OF THE EXCEPTION PER SECTION 502.2 IS AN 8'-0" WIDE ACCESS AISLE ALLOWED AT A VAN SPACE. PLEASE VERIFY COMPLIANCE ACCORDINGLY PRIOR TO THE REQUIRED ON-SITE ACCESSIBILITY/ USABILITY INSPECTION.

2. WHERE PARKING SPACES ARE PROVIDED, PARKING SPACES SHALL BE PROVIDED IN ACCORDANCE WITH 208.EXCEPTION: PARKING SPACES USED EXCLUSIVELY FOR BUSES, TRUCKS, OTHER DELIVERY VEHICLES, LAW ENFORCEMENT VEHICLES, OR VEHICULAR IMPOUND SHALL NOT BE REQUIRED TO COMPLY WITH 208 PROVIDED THAT LOTS ACCESSED BY THE PUBLIC ARE PROVIDED WITH A PASSENGER LOADING WITH 503.

3. CAR AND VAN PARKING SPACES SHALL COMPLY WITH 502. WHERE PARKING SPACES ARE MARKED WITH LINES, WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE MADE FROM THE CENTERLINE OF THE MARKINGS. 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 DEFINING THE PARKING SPACE OR ACCESS AISLE.

4. ACCESS AISLES SERVING PARKING SPACES SHALL COMPLY WITH 502.3. ACCESS AISLES ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SHALL BE 60" WIDE MINIMUM.

PARKING SPACES NOTE

3/32" = 1'-0"1

SITE PLAN

PARKING CALCULATION

BUILDING SQUARE FOOTAGE 2,995 SF AREA

PARKING REQUIREMENT REQUIRED PROVIDED1 PER 100 SQ FT OF FLOOR 30 SPACES 30 SPACES

HANDICAP PARKING REQUIREMENT REQUIRED PROVIDED2 PER 26 - 50 TOTAL SPACES IN LOT 2 SPACES 2 SPACES


600 MAXIMUM HEIGHT CLEARANCE POLE BEFORE THE 8THCAR. PROVIDED BY OWNER VENDOR. CLEARANCE BARFOOTING DETAIL, RE: A1.01 BY G.C.

601 DRIVE-THRU DIRECTIONAL SIGN PROVIDED BY VENDOR.G.C. TO INSTALL SIGN FOOTING AND ANCHOR BOLTSPER SIGN VENDOR CUT SHEETS.

602 PRE-MENU BOARD FOR THE 6TH CAR. PROVIDE BY SIGNVENDOR. FOR PRE-MENU BOARD FOOTING DETAIL, RE:A1.01 BY G.C.

603 MENU BOARD FOR THE 5TH CAR PROVIDED ANDINSTALLED BY OWNER'S SIGN VENDOR. FOR MENUBOARD FOOTING DETAIL, RE: A1.01 BY G.C.

606 SIGN SHOWS "THANK YOU" ON ONE SIDE AND "WRONGWAY" ON THE OTHER SIDE. RE: SIGN VENDORSPREADSHEETS.

610 ACCESSIBLE SPACE TO BE 9'-0" X 18'-0"

611 LANDSCAPE. RE: L DRAWING.

612 TRAVEL DISTANCE IS 12.5'

614 DRIVE-THRU CANOPY BY VENDOR.

616 ADA ACCESS STRIPING.

617 WHEELSTOPS.

618 GUARD POST BOLLARD.

REVISIONS


UPDATE

UPDATE:DIMENSION ALL SIGN FOOTINGS FROM

SURVEY POINT

ADD MONUMENT SIGN IF APPLICABLE

COORDINATE W/ CIVIL AND SIGN SHOP DRAWINGS

NOTES

1. PROVIDE CAGE AND BOLLARDS AS NEEDED WHEREVER A BACKFLOW DEVICE IS LOCATED ABOVE GROUND WHERE VEHICLE TRAFFIC OCCURS NEARBY.

2. GC TO CONFIRM LOCATION OF MONUMENTOR POLE SIGN WITH SIGN VENDOR AND OWNER. LOCATION ON THIS PLAN IS FOR REFERENCE ONLY.

SOLID GROUT ALL CORES

#5 BARS @48" O.C. CONT. THRU WALL & INTO FTG. W/ 3" HOOK

8"x8"x16" CMU WALL W/ DUR-O-WALL EVERY SECOND COURSE. STUCCO & PAINT TO MATCH BUILDING

#5 HORIZ. BAR @ MID-HEIGHT; TIE TO #5 VERT. BAR (TYP)

6" P.C.C. SLAB ON 6" AGG. BASE W/ #4 CONT. E.W. @ 4'-0" O.C.

#5 HORIZ. BAR @ TOP (TYP) TIE TO #5 VERT. BARS

NOTES:1. STUCCO MAY BE OMITTED IF CMU IS SPLIT FACE BLOCK, SLUMP STONE BLOCK OR FLUTED BLOCK

2. FOOTINGS SHALL EXTEND 18" MIN. BELOW ADJACENT FINISH GRADE/SURFACE OR BELOW FROST DEPTHS PER LOCAL CODES. SEE SOILS REPORT FOR ANY ADDITIONAL DESIGN CRITERIA

#5 BARS CONT. TOP & BOTTOM

PAVEMENT SURFACE AS SPECIFIED

6"1'

- 6"

1' - 4" CLR

.3"

INTERIOR CURB SEALED TO BLOCK WALL

CONCRETE SLAB & CURB TO BE SEALED PER FINISH SCHEDULE

1"x18GA. METAL DECK

3"x4"x1/4" METAL ANGLE FRAME 4 SIDES EA. GATE

2 PAIR McKINNEY T4B3781 HINGES EA. GATE WELDED TO GATE & POST

GROUT SOLID W/ CONCRETE

METAL SCREED

STUCCO ON METAL LATH

#5 VERT. BAR @48" O.C.

#5 HORIZ. BARS @ TOP & MID-HEIGHT

8"x8"x16" CMU WALL

38/" DIA. A.B. 14"x2" @ 16" O.C. VERT.; BOLT TO T.S. W/ ACORN NUT ON OUTSIDE

5"x5"x1/4" T.S. W/ 5"x5"x1/4" CAP PLATE EMBEDDED 12" INTO FOOTING

NOTES:

1. LOCATION SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT.2. AREAS SHALL BE ACCESSIBLE FOR DELIVERY AND COLLECTION.3. GATES SHALL BE CORRUGATED METAL DOORS AND MUST BE APPROVED BY PUBLIC WORKS DEPARTMENT PRIOR TO INSTALLATION.4. GATE LATCHES SHALL BE OF THE PLUNGER BAR TYPE OR EQUIVALENT AS APPROVED BY THE PUBLIC WORKS DEPARTMENT.5. SEE ATTACHED SPECIFICATIONS, NOTES AND PROCEDURES.

TRASH ENCLOSURE DETAIL MATERIAL SPECIFICATIONS:

1. CONCRETE BLOCK: 6" MINIMUM IN SIZE. ASTM C90.2. REINFORCING STEEL: ASTM 615. GRADE 40.3. ACCEPTABLE SOIL TYPES:

A. MIN. ALLOWABLE BEARING: 1000 LBS/SQ. FT.B. MIN. LATERAL BEARING: 100 LBS/SQ. FT./FT.C. MAX. EXPANSION INDEX: 20

4. CONCRETE: 2000 LBS/SQ. IN. IN 28 DAYS.5. MORTAR: 1: 1/4:3 (PORTLAND CEMENT: HYDRATED LIME OR LIME PUTTY: SAND. BY VOLUME).6. GROUT: 1:1/10:3 (PORTLAND CEMENT: HYDRATED LIME OR LIME PUTTY: SAND BY VOLUME). MIX TO FLOW WITHOUT SEGREGATION. GROUT MAY CONTAIN 2 PARTS PEA GRAVEL (3/8" MAX. SIZE).7. MINIMUM COMPRESSIVE STRENGTH: 2000 LBS/SQ. IN. REFER TO UBC TABLE 24-B FOR OTHER TYPES OF CEMENT.

GENERAL NOTES:

1. FOOTINGS SHALL BE IN COMPACTED NATURAL SOIL OR CERTIFIED FILL.2. BLOCKS TO BE STAGGERED (RUNNING BOND).3. ALL CELLS CONTAINING REINFORCING STEEL SHALL BE GROUTED.4. APPROVED GROUT STOPS ARE REQUIRED BELOW HORIZONTAL STEEL IN PARTIALLY-GROUTED WALLS. BAGS, NEWSPAPERS, ETC. ARE NOT APPROVED GROUT STOPS.5. INITIAL BED JOINT SHALL BE 1/4" MIN. 1" MAX. SUBSEQUENT BED JOINTS SHALL BE 1/4"-MIN., 5/8" MAX.6. VERTICAL CONTINUITY OF CELLS SHALL BE UNOBSTRUCTED. MORTAR PROJECTIONS SHALL NOT EXCEED 1/2" FOR 6" AND LARGER BLOCK. MORTAR DROPPINGS OR OTHER FOREIGN MATTER ARE

NOT PERMITTED IN CELLS AND MUST BE REMOVED.7. EXPANSION JOINTS REQUIRED AT 60'-0" MAX. INTERVALS.8. REQUIRED BAR LAPS:

A. VERTICAL STEEL: 30 BAR DIAMETERS.B. HORIZONTAL STEEL: 40 BAR DIAMETERS.C. WIRE JOINT REINFORCEMENT IN THE MORTARED BED JOINT: 75 WIRE DIAMETERS OR IN ALTERNATE BED JOINTS OF RUNNING BOND. 54 DIAMETERS PLUS TWICE THE BED JOINT SPACING.

9. WHERE HORIZONTAL WIRE JOINT REINFORCEMENT IS REQUIRED OR UTILIZED. IT SHALL BE EQUIVALENT TO TWO 3/16' DIAMETER BARS CONNECTED AT 16" INTERVALS BY NO. 9 GAUGE WELDED WIRE.10. FOR PIPES AND CONDUIT EMBEDDED IN MASONRY, REFER TO SEC. 24-07(G). UBC. 21. 3" MIN. COVER REQUIRED FOR REINFORCEMENT IN CONCRETE WHICH IS CAST AGAINST EARTH.

INSPECTION PROCEDURES:

1. FOUNDATION: AFTER TRENCHES ARE DUG, STEEL IS TIED IN PLACE AND BEFORE ANY CONCRETE IS POURED.2. PRE-GROUT: AFTER ALL BLOCKS (EXCEPT CAP) ARE IN PLACE. VERTICAL AND HORIZONTAL STEEL IS IN PLACE, GROUT STOPS (FOR PARTIALLY GROUTED MASONRY) ARE IN PLACE AND PRIOR TO

GROUTING.

TRASH ENCLOSURE GENERAL REQUIREMENTS

NOTES:

(2) EQUAL (+/-6'-0") WIDE x6'-0" HIGH MTL. GATES, TYPE 'B' 1 1/2" DECKING, 22GA. W/ T.S. 5x5x.1875 BAR CROSS BRACING WELD AND GRIND SOOTH ALL CONNECTIONS, TYP. PRIME AND PAINT COLOR TO MATCH ENCLOSURE OUTSIDE FINISH. INTERIOR WALLS TO BE PAINTED WITH EPOXY PAINT, COLOR TO MATCH EXTERIOR FINISH. CONCRETE SLAB TO BE SEALED PER FINISH SCHEDULE.

GATE HARDWARE:

1. ALL HARDWARE AND ACCESSORIES SHALL BE HEAVY GALVANIZED.2. GATE STOP - MUSHROOM TYPE OR FLUSH PLATE WITH THE ANCHORS SET IN CONCRETE TO ENGAGE THE CENTER DROP ROD

GATE GENERAL REQUIREMENTS

63.4.1 GALV. FRAME

TYPE 'B' 1 1/2" DECKING. TACK WELD TO FRAME; CRIMP EDGES

A HEAD B LATCH3/4" DIA. SOLID SLIDE BOLT

1" DIA. GALV. PIPE, FASTEN/WELD TO GATE FRAME (TYP)

NOTE:PRIME AND PAINT ALL METAL WORK TO MATCH BLOCK WALL

6" PIPE 3" PIPE 3" PIPE

6" DIAMETER GUARD POST

6" C.F.

#4xCONT. E.W. @ 4'-0" O.C.

SLEEVE FOR CANE BOLT (TYP.)

18 GA. PAINTED METAL GATE (BOX RIB) WITH BRACKET FOR PADLOCK TYP.

7" THICK PCC SLAB W/ 6"x6"-1.4x1.4 W.W.F. ON 6" GRAVEL BASE

CONST. JOINTS @ 10'-0" O.C.

CONC. FOOTING

4

A0.20

A0.20

5

A0.20

8

2

A0.20

3

A0.20

8' - 3"5' - 0"5' - 2 1/2"2' - 2 1/2"

22' - 0"

5' - 1 1/2"5' - 2"

NOTE:FINAL LAYOUT TO BE CONFIRMED WITH AHJ & LOCAL WASTE MANAGEMENT SERVICE FOR REVIEW PRIOR TO BEING SUBMITTED FOR BUILDING PERMIT TO ENSURE ALL LOCAL & SITE SPECIFIC REQUIREMENTS.

DESIGN OF ENCLOSURE TO BE APPROVED BY LANDLORD PRIOR TO FINAL PERMIT ISSUANCE.

GC TO SEAL CONCRETE INSIDE TRASH ENCLOSURE

13' -

5"

20' -

0"

7' -

10"

18GA. CLEANED, PRIMED & PAINTED METAL GATE (BOX RIB)

5"x5"x1/4" TS EMBEDDED 12" INTO FOOTING

7' -

2"

CANE BOLTS

BRACKETS FOR PADLOCKS

22' - 0"

5"x5"X1/4" T.S. EMBEDDED 12" INTO FOOTING

7' -

10"

13' - 5" 5"

STUCCO; PAINT EP1

2' - 6"

5' -

0"

FINISH GRADE

6"

U-BARS. 6-#4 VERTICAL BARS WITH STANDARD HOOK.

6"

10"

TIES #3 & 12" O.C. PROVIDE 3 TIES @ 1 1/2" O.C. @ TOP OF PIER.

LOCATE 3 - #3 TIES IN TOP 5"

ANCHOR BOLTS 2X18X1/4 BY GC

CHAMFER

1 1/2" NON-SHRINK GROUT

BASE PLATE BY OTHERS WELDED TO POLE GROUT BACK FLUSH WITH TOP OF BASE AFTER SETTING AND ALIGNING POLE

SECTION

3"

3"3'

- 0"

4' -

0"

CONCAVE TOP CONCRETE SURFACE

6" DIAMETER GALVANIZED STEEL PIPE FILLED W/ CONCRETE. PRIMED & PAINTED SAFETY RED.

FINISH SURFACE

18" DIA. CONCRETE FOOTING

(PIE

R H

EIG

HT

ABO

VE

SOIL

)

h1 =

2'-0

" @ [p

arki

ng lo

t] &

0'-6

" @ [s

ide

wal

k]

(PIE

R E

MB E

DM

ENT)

L =

5'-0

"

LIGHT POLE

POLE GROUND LUG

HAND HOLE

BOLT COVER

POLE BASE

1 1/2" CHAMFER

ANCHOR BOLTS (4 THUS.)

GRADE

(6) #5 VERTICAL REBARS

#3 REBAR TIES AT 10" O.C.

POWER CONDUIT

GROUND CONDUIT

#8 GROUND IN 3/4" PVC

THERMOWELD TO 5/8" X 6'-0" GROUND ROD2" CLR

3" C

LR

11" DIA.

BASE

BASE

(4) 3/4" DIA. CAST-IN-PLACE HOOK ANCHOR BOLTS (ASTM F1554-55) [PROJECTION =3 1/2", LENGTH = 30", HOOK LENGTH = 3"]

NOTE: 1. CONCRETE TO BE 2500 PSI COMPRESSIVE STRENGTH @ 28 DAYS.2. CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.55.3. CONCRETE SHALL BE NORMAL WEIGHT AND BE AIR ENTRAINED WITH 6% (+/-) 1.5% ENTRAINED AIR BY VOLUME @ POINT OF DISCHARGE.4. GC TO VERIFY ANCHOR BOLT PATTERN AND CONDUIT PLACEMENT WITH OWNER'S VENDOR PRIOR TO POUR. G.C. WILL BE RESPONSIBLE FOR INSTALLATION CONFLICTS RESULTING FROM ANCHOR BOLTS INCORRECTLY PLACED.

ANCHOR BOLT PLAN

POLE BASE DETAIL

ANCHOR BOLT PLAN

PRO

JEC

TIO

N

LEN

GTH

HOOK LENGTH

1'-6"

NOTE: GC TO VERIFY ANCHOR BOLT PATTERN AND CONDUIT PLACEMENT WITH OWNER'S VENDOR PRIOR TO POUR. G.C. WILL BE RESPONSIBLE FOR ANY INSTALLATION CONFLICTS RESULTING FROM ANCHOR BOLTS INCORRECTLY PLACED.

1'-8" PREVIEW BD.

2' - 0" MENU BD.

5' -

0"

12" M

IN6"

ANCHOR BOLTS 5/8" -11x18 LG. W/ A 2" BEND (4 REQ'D) BY GC

G.L.

DESIGN SPEC.: 3000 P.S.I. CONC. 0.6 CU. YDS.

DETAIL N.T.S.

SECTION

DETAIL 1/2" = 1'-0"

4".

NUT

LOCK WASHER

FLAT WASHER

LEVELING NUT

NOTE: TRASH ENCLOSURE ROOF CANOPY TO BE INCLUDED ONLY WHEN REQUIRED BY AHJ.

SOLID GROUT ALL CORES

#5 BARS @48" O.C. CONT. THRU WALL & INTO FTG. W/ 3" HOOK

8"x8"x16" CMU WALL W/ DUR-O-WALL EVERY SECOND COURSE. PAINT TO MATCH BUILDING

#5 HORIZ. BAR @ MID-HEIGHT; TIE TO #5 VERT. BAR (TYP)

6" P.C.C. SLAB ON 6" AGG. BASE W/ #4 CONT. E.W. @ 4'-0" O.C.

#5 HORIZ. BAR @ TOP (TYP) TIE TO #5 VERT. BARSNOTES:

1. STUCCO MAY BE OMITTED IF CMU IS SPLIT FACE BLOCK, SLUMP STONE BLOCK OR FLUTED BLOCK

2. FOOTINGS SHALL EXTEND 18" MIN. BELOW ADJACENT FINISH GRADE/SURFACE OR BELOW FROST DEPTHS PER LOCAL CODES. SEE SOILS REPORT FOR ANY ADDITIONAL DESIGN CRITERIA

#5 BARS CONT. TOP & BOTTOM

PAVEMENT SURFACE AS SPECIFIED

6"1'

- 6"

8"

CLR

.3"

CURBGUARD POST BOLLARD RE: 8/A1.01

4"

OUT LINE OF BASE COVER

1/2" STL BASE PLATE

6 1/

2"

10"

4 3/

4"

4" 4"

1" CONDUIT (FOR AUDIO)

1 5/

8"

4"4" 1" ELECTRICAL CONDUIT (FOR SIGN LIGHTING)

ANCHOR BOLT & CONDUIT SETTING

DETAIL 1" = 1'-0"


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A0.20

XXXXX

BID & PERMIT

XX-XX-XX

SITE DETAILS

EL P

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95 P

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PEAD

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, ZIP

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1" = 1'-0"4

TRASH ENCLOSURE SECTION @ SIDECURB

1 1/2" = 1'-0"5

JAMB DETAIL

1/4" = 1'-0"1

ENLARGED TRASH ENCLOSURE PLAN 1/4" = 1'-0"

2

TRASH ENCLOSURE - FRONTELEVATION

1/4" = 1'-0"3

TRASH ENCLOSURE - SIDE ELEVATION

1/2" = 1'-0"7

CLEARANCE BAR FOOTING

1/2" = 1'-0"8

GUARD POST BOLLARD

1/2" = 1'-0"9

FDN - POLE DETAIL

1/2" = 1'-0"10

MENU FOOTING

REVISIONS


1/2" = 1'-0"6

TRASH ENCLOSURE ROOF CANOPY

1" = 1'-0"11

TRASH ENCLOSURE SECTION @ REAR

2424

2436

S2442

F

TEA

2424

2424

S1424

S2448

S2448

S2448

2436

G

A1.512

A1.50

A1.51

3

4

A

B

C

D

D.1

A3.10

1

UPP

ER G

LASS

PAN

ELS

PRO

VID

ED/ I

NST

ALLE

D B

Y VE

ND

OR

LOW

WAL

L BY

GC

6' -

0"5'

- 4

1/2"

1' -

8 1/

2"37

' - 5

1/2

"5'

- 4"

8"

DINING

100

1

A1.60

8

A1.61

3

A1.61

6

A1.61

4

A1.61

1

A1.61

120

121

EXIT

EXIT

104

EXIT

104

5

A5.63

7

A5.10

TYP. ALL INTERIOR RESTROOM WALLS

105

8

A6.01

8

A6.01

8

A6.01

3

A1.60

2

A1.61

141

105

111

112112

A5.62

1

117

117

108

117

1 2 3 4 5

OVERALL

75' - 3 3/4"

OV

ERAL

L

37' -

9 1

/4"

OV

ERAL

L

44' -

8 3

/4"

15' -

4 3

/8"

8' -

0 3/

4"13

' - 0

3/8

"8'

- 0

1/2"

102

103

105

107

106

108

101

27' - 6 1/2" 10' - 8 3/4" 11' - 4 3/4" 25' - 5"

W2B

W1B

W1W1B

W1B

2' - 1" 3' - 9"

125

B

1' - 9 1/2" 4' - 11" 17' - 6" 5' - 1 1/2" 10' - 9" 8' - 10 1/2" 8' - 8" 19' - 3"

D D

116

116

117

1' -

4 1/

2"6'

- 10

"21

' - 6

"7'

- 9"

117

3' -

4"

6' -

6 1/

2"2'

- 3

1/2"

5' -

4 1/

2"

A

C

E2

7' - 0 1/2"

3' -

6 1/

2"4'

- 4"

3' - 8"3' - 8"

3' -

3 1/

2"

3' -

6 1/

2"3'

- 6

1/2"

120

WOMENS

110

MENS

111

108D4D1D1

D1

D1

D2

D1

104

6' -

5"1'

- 11

1/2

"

10' -

11"

3' - 0" 5' - 5 1/2" 9' - 8 1/2" 9' - 1 1/2" 9' - 7 1/2"

1' -

0"4'

- 2

1/2"

12' -

7 1

/2"

4' -

0 1/

2"

2' - 7 1/2"

136

110

116

116

116

116

116

110110

116116

116

116

116

3' -

7 1/

2"8'

- 8

1/2"

3' -

11 1

/2"

6' -

1"

2' - 6 1/2"

7"

6' - 6 1/2"

2' - 11" 6' - 8 1/2"

108

108

1' -

1"6'

- 0"

5' -

11"4'

- 5

1/2"

1' -

1"0"

104

117

103118

118

118

109

109

126

123

OFFICE

105

WATER HEATER

114

B.2

4' - 9" 15' - 0" 7' - 9 1/2" 10' - 9" 3' - 10" 4' - 0" 3' - 7" 14' - 1" 7' - 10 1/2" 3' - 5"

2' - 11"

106

105

105

101

18' -

5"

2' -

8"

105

105

106

105

105106

3' - 2"

108

2 1/

2"

105

8' - 8 1/2"

117

132

12' - 5"

12' - 0"

VESTIBULE

113

CUSTOMER PICK-UP

101

SALSA BAR

100a

STORAGE

106

COOLER

107

W1B

W2BW2B

5

A1.61

139

139 139139

106

111

111 111

107

106

106

142

D2

D1

+44" A.F.F.

SERVING

119

DRIVE-THRU

109

WORK AREA

118

9' - 8"

A1.00

3

133

D1

3' - 2"

3' -

1"

2' -

7"

ALIG

NAL

IGN

2' - 3"

11 1

/2"

1' -

2 1/

2" 1' - 2 1/2"

10' - 5"

1' - 11 1/2" 3' - 3"

INTERIOR EXTERIOR

W1 5 1/2" WOOD STUDS WITH SHEATHING, STUCCO TO EXTERIOR, 1 LAYER 5/8" GYP TO INTERIOR

W1B SAME AS W1 WITH 1" BRICK ON EXTERIOR SIDE INSTEAD OF STUCCO

PARTITION TYPES - METAL STUD INTERIOR

6" METAL STUDS WITH NO INSULATION IF 1 HR RATED =UL# U-465D2

GENERAL PARTITION NOTES:ALL DIMENSIONS TAKEN TO FACE OF STUDS, MASONRY OR GRID LINE U.N.O.

1. REFER TO STRUCTURAL DRAWINGS FOR LOAD BEARING STUD GAUGES2. USE MOLD RESISTANT BOARD AND 12" DUROCK IN ALL RESTROOMS & WATER HEATER

CLOSET AND ALL OTHER WET AREAS. PER DETAIL 5/A5.63.3. ALL GYPSUM BOARD IS 5/8" (TYPE 'X') UNLESS NOTED OTHERWISE (UNO)4. ALL FIRE RATED WALLS CONTINUOUS TO DECK OR HARD LID. TYP. REF DOCS. ALL GYPSUM

BOARD IS INSTALLED TO DECK (UNO). AT DEFLECTION TRACKS - HOLD GYP DOWN FROM DECK PER MANUFACTURERS WRITTEN INSTRUCTIONS.

5. AT ANY EXTERIOR WALLS - ENSURE A VAPOR BARRIER IS INSTALLED6. ANY WALLS RECEIVING TILE TO HAVE NATIONAL TILE ASSOCIATION APPROVED BACKING TYP. 7. ALL WALLS ARE TO BE BRACED ABOVE THE FINISHED CEILING AS RECOMMENDED BY THE

METAL STUD MANUFACTURER TO PREVENT WALL MOVEMENT.8. ALL WALLS WHICH SEPARATE A SPACE FROM UNCONDITIONED AREA (E.G. EXTERIOR,

COVERED SERVICE/DELIVERY, INTERIOR UNCONDITIONED SPACE), SHALL HAVE THERMAL BATT INSULATION INSTALLED PER SPECIFICATION REQUIREMENTS.

9. ALL PARTITIONS ENCLOSING PLUMBING TO BE INSULATED.10. ALL ELECTRICAL, MECHANICAL ROOMS TO HAVE SOUND INSULATION WITHIN THE WALL.11. PER MOLD PREVENTION GUIDELINES, NEVER INSTALL GYPSUM WALL BOARD IN DIRECT

CONTACT WITH CONCRETE FLOORS. GC TO PROVIDE A CONTINUOUS BEAD OF CAULK THE ENTIRE LENGTH OF WALL BETWEEN GYP AND FLOOR.

12. USE DEFLECTION TRACKS WHEN EVER STUD WALLS CONNECT DIRECTLY TO STRUCTURE ABOVE

HORZ. BRACING AS REQ, REF STRUCT.TYP. TO ALL MTL. STUDS

3 5/8" MTL. STUDS

D1 3 5/8" METAL STUD

PARTITION TYPES - WOOD STUD EXTERIOR

5/8" GYP. BD.5 1/2" WOOD STUD WITH R-19 BATT INSULATION

AIR/MOISTURE BARRIER

STUCCO

2 1/2" METAL FURRING STUD E

HORZ. BRACING AS REQ, REF STRUCT.TYP. TO ALL MTL. STUDS

1 1/2" MTL. STUDS

WALL

1/2" WOOD SHEATHING

3 5/8" METAL STUDS WITH INSULATIOND3

6" METAL STUDS WITH INSULATION D4

SAME AS W1B WITH NO INSULATION AND NO GYP. BD.W2B

1. ALL CONSTRUCTION SHALL COMPLY WITH CURRENT CODES, ADDITIONS, ALL AMENDMENTS, AND LOCAL CODES.

2. ALL EXPOSED WALLS IN RESTROOMS AND ALL PLUMBING WALLS TO BE COVERED IN CERAMIC TILE OR FRP. PER DRAWINGS, FLOOR TO CEILING AS INDICATED IN SPECS, UNLESS OTHERWISE NOTED ON PLANS.

3. ALL CONDENSATION LINES (INDIRECT WASTE WATER) SHALL BE ACCESSIBLE TO FLOOR SINKS, INSTALLED FLUSH WITH FLOOR, 1/2 EXPOSED, WITH GRATE.

4. ALL DOORS, WINDOWS, AND OTHER JOINTS IN THE EXTERIOR WALLS SHALL BE FULLY INSULATED.

5. A CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED FOR ALL EXTERIOR DOORS AND WINDOWS.6. ALL CONDUIT, PLUMBING, ETC. NOT CONCEALED WITHIN WALLS, MUST BE INSTALLED AT LEAST 6

INCHES OFF THE FLOOR AND 1 INCH AWAY FROM WALLS. ALL EXPOSED FLEX CONDUITS TO BE SEAL-TIGHT OR EQUIVALENT.

7. ALL EQUIPMENT, INCLUDING (BOTTOM) SHELVING, MUST BE SUPPORTED BY (6) INCH HIGH, ROUND, STAINLESS STEEL LEGS OR BE ON 6" CASTORS.

8. G.C. TO PROVIDE ALL NECESSARY BLOCKING OR REINFORCEMENT AT ALL ATTACHMENTS TO WALLS INCLUDING BUT NOT LIMITED TO BLOCKING FOR SHELVING, SINKS, SOAP DISPENSERS, AND GRAB BARS.

9. GENERAL CONTRACTOR SHALL PROVIDE STRUCT. SUPPORT FOR ALL ROOF MOUNTED OR SUSPENDED MECHANICAL & FOOD SERVICE EQUIPMENT. AS REQ'D.

10. GENERAL CONTRACTOR TO VERIFY WITH THE OWNER THE EXACT EXTENT OF WORK TO BE COMPLETED PRIOR TO CONSTRUCTION.

11. FLASHING AND COUNTER FLASHING. EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF.

12. INSULATION MATERIAL SHALL MEET THE CURRENT IBC AND IEEC WITH LOCAL & CITY CODES.13. THE GENERAL CONTRACTOR AND ELECTRICAL SUB-CONTRACTOR MUST VERIFY A FULL 3' - 0"

CLEAR SPACE IN FRONT OF ELECTRICAL EQUIPMENT PRIOR TO POURING CONCRETE FOUNDATION SLAB. NOTIFY THE ARCHITECT IMMEDIATELY IF THIS DIMENSION IS IN QUESTION.

14. PROVIDE DEEPENED FOOTINGS (GRADE BEAMS) AS REQUIRED WHERE ADJACENT FINISH GRADE IS SUBSTANTIALLY BELOW (OR SLOPING AWAY FROM) THE FINISHED FLOOR SEE GRADING PLANS.

15. PRIOR TO BID, CONTRACTOR SHALL VISIT THE SITE TO ADEQUATELY DETERMINE ALL PRE-EXISTING CONDITIONS AND THE FULL EXTENT OF ALL REQUIRED DEMOLITION. BY THE ACT OF SUBMITTING A BID, THE CONTRACTOR WILL BE DEEMED TO HAVE COMPLIED WITH THE FOREGOING, TO HAVE ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE ALLOWANCES THEREFORE IN PREPARING HIS BID.

16. GENERAL CONTRACTOR TO CONFIRM LAYOUT W/ APPROVED SEATING PLAN BY OWNER.17. SHEET ENTIRE BUILDING WITH PLYWOOD. REFER TO STRUCTURAL DRAWINGS FOR

SHEAR AS REQUIRED.18. ALL EXTERIOR DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A

KEY OR ANY SPECIAL KNOWLEDGE.19. FOR INTERIOR ELEVATIONS, SEE SHEETS A5.60, A5.61, A5.62, A5.63.20. ALL DIMENSIONS TO FACE OF STUDS.21. PVC PIPE SHALL NOT BE USED IN COOK-LINE WALLS.22. AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION

SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM.

23. SEAL/ FOAM ALL PENETRATIONS AT EXTERIOR WALL PLATE PRIOR TO INSULATION AND DRYWALL.

18' -

9"

6 1/2"

1 1/2"


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A1.00

XXXXX

BID & PERMIT

XX-XX-XX

FLOOR PLAN

EL P

OLL

O L

OC

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95 P

RO

TOTY

PEAD

DR

ESS

CIT

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TATE

, ZIP

CO

DE

1/4" = 1'-0"1

FIRST FLOOR


141 HOT WATER AND DRAIN PIPES ACCESSIBLE UNDERLAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED.THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDERLAVATORIES.

142 SODA RACK AND WATER FILTER PROVIDED AND INSTALLEDBY OWNER VENDOR. GC TO PROVIDE ALL PLUMBING POCPER OWNER VENDOR INSTALLATION INSTRUCTION. GC TOSCHEDULE OWNER VENDOR INSTALL 2 WEEKS OUT.

425 PREFERRED GAS METER LOCATION. FINAL LOCATION TO BEDETERMINED BY GAS SERVICE COMPANY.


117 VISION ARTWORK PROVIDED BY VENDOR AND INSTALLED BYGC. SEE INTERIOR ELEVATIONS ON SHEET A5.60 FORARTWORK TYPE AND PLACEMENT. SEE SHEET A6.00 FORARTWORK SCHEDULE.

118 ALL DINING ROOM WINDOWS TO HAVE BLACK ROLLERSHADES. BY OWNER.

120 SEATING PACKAGE BY SEATING VENDOR - TYP.

121 DECORATIVE GLASS SCREEN WALL. GC TO PROVIDE ANDINSTALL LOW WALL. COORDINATE PLACEMENT OF WALLUNDER FRAMED BEAM OVERHEAD WITH OWNER VENDORSHOP DRAWINGS. OWNER VENDOR TO PROVIDE AN DINSTALLALL METAL AND GLASS COMPONENTS.

123 SALSA BAR BY STAINLESS STEEL VENDOR TO HAVE SELFREFRIGERATION. 34" MAX. HT. TO SERVING AREA.

124 PROVIDE 5" PIPE CHASE IN WALL TO GET BUNDLE FROMABOVE CEILING TO UNDER COUNTER. FOAM ALLPENETRATIONS (TYP).

125 QUEUE RAIL SEE 3/A5.10. BY OWNER VENDOR.

126 FOR DRIVE-THRU WINDOW SEE A6.01. VERIFY WINDOW TYPEPER STATE.

131 1'-0" CHASE BY FSEC.

132 3-5/8" METAL STUD WALL 3'-4" HIGH.

133 48"X48" PLYWD. FOR TELEPHONE BACKBOARD, CENTER OFPLYWD. TO BE @48" A.F.F.

136 ROOF LADDER.

139 PICTURE LIGHT OUTLET (LF-14). TYP. OF 5. SEE ELEV. GC TOCOORDINATE LOCATION WITH OWNER VENDOR SHOPDRAWINGS.


101 FLUSH MOUNTED ELECTRICAL PANELS IN 6" WALL. SEEINTERIOR ELEVATIONS SHEET A5.60 FOR SUB-PANEL LAYOUT.

103 SODA COUNTER BY STAINLESS STEEL VENDOR. 34" MAX.HEIGHT TO SERVING AREA. WILL DRAIN TO KITCHEN FLOORSINK.

104 PROVIDE EXIT SIGNS WHERE NOTED PER ELECTRICAL PLAN.

105 PROVIDE FLOOR DRAINS FLUSH WITH FINISH FLOOR - SEEPLUMBING PLAN AND KITCHEN EQUIPMENT VENDOR PLAN.SEE DETAIL 4/A5.10 FOR SLOPE REQUIREMENTS.

106 PROVIDE AND VERIFY EXACT LOCATIONS OF FLOOR SINKWITH EQUIPMENT SPECIFICATIONS AND KITCHEN EQUIPMENTVENDOR. SEE DETAIL 5/A5.10 AND "K" SHEETS.

107 ELECT. MAIN SWITCH GEAR AND METER G.C. TO VERIFYDIMENSIONS AND LOCATIONS W/ SITE CONSTRAINTS.

108 PROVIDE WATER RESISTANT GYPSUM BOARD & 12" DUROCKTHROUGH-OUT KITCHEN, WATER HEATER CLOSET AND ALLOTHER WET AREAS.

109 PROVIDE PLYWOOD BACKING AT ALL WALL MOUNTEDSHELVES AND EQUIPMENT. SEE SHEET A7.00.

110 2" MIN. AIR SPACE BETWEEN WALL AND COOLER WALL.

111 FSEC TO PROVIDE CLOSURE TRIM AT JUNCTION OF WALK-INCOOLER WALLS WITH GC WALL FINISHES.

112 4" PVC CONDUIT FOR SODA LINES FROM 6" ABOVE CEILING TOSWEEP AT BOTTOM OF WALL (BOTTOM EDGE OF SWEEP TOEXIT WALL @ 12" A.F.F.). RUN SODA LINES OVERHEAD TO BAG'N' BOX LOCATION. SEE DETAIL 10/A1.70.

116 GC TO INSTALL WALL GUARDS AT OUTSIDE CORNERS ANDEND OF WALLS PROVIDED BY STAINLESS STEEL VENDOR.TYP. SEE DETAIL 6/A5.10.

NOTES TO CONTRACTOR

REVISIONS


1/2" = 1'-0"3

ENLARGED SERVICE COUNTER PLAN

A

B

C

D

D.1

SLO

PE

DO

WN

AT

1/2"

/12"

1/4" / 12" SLOPE

1/4" /

12" S

LOPE

1/4" /

12" S

LOPE

SLO

PE

DO

WN

AT

1/4"

/ 12"

SLO

PE

DO

WN

AT

1/4"

/12"

2

A1.60

1

A1.60

8

A1.61

3

A1.61

6

A1.61

4

A1.61

1

A1.61

1

A1.41

5

A1.41

3

A1.41

1

A1.41

5

A1.41

13

A1.41

304

307

3

A1.60

13

A1.41

300

301

301

300

1/4" / 12" SLOPE1/4" /

12" S

LOPE

1/4" /

12" S

LOPE 1/4" / 12" SLOPE

1 2 3 4 5

B.2

315

17

A1.41

5

A1.61

1/4" /

12" S

LOPE 1/4" / 12" SLOPE

RT1

RT2

KF4

307

KF1

310

307

307

EF1

KF3

MAU1

1. CONTRACTOR TO CONFIRM THAT ALL AREAS ARE PROVIDED WITH POSITIVE DRAINAGE PRIOR TO SHEATHING OF ROOF.

2. ALL ELEVATIONS ARE GIVEN FROM TOP OF FLOOR SLAB ELEVATIONS.3. PROVIDED INSULATION BETWEEN ALL ROOF FRAMING AND BETWEEN STUDS AT EXTERIOR WALL

TYPICAL U.N.O.4. VERIFY SIZES AND LOCATIONS OF ALL OPENINGS PLATFORMS ETC. WITH RESPECTIVE

CONTRACTORS.5. WHERE VENT PIPES PENETRATE SHEATHING REFER TO DETAIL 9/A1.41.6. ROOFING FIRE RETARDANT PER IBC TABLE 1505.7. FOR ALL CURBED ROOF OPENINGS REFER TO DETAIL 13/A1.41.8. ATTIC SPACES SHALL BE DIVIDED WITH DRAFTSTOPS INTO HORIZONTAL AREAS NOT EXCEEDING 3000

S.F. (60 LINEAR FEET MAXIMUM).9. ROOF CRICKETS SHALL BE CONSTRUCTED OF RIGID INSULATION. MAINTAIN MINIMUM SLOPE OF 3/8"

PER FOOT. CRICKET LOCATIONS ARE SHOWN ON ROOF PLANS. PROVIDE CRICKETS AS SHOWN ON PLAN AT HIGH SIDE OF ALL EQUIPMENTS.

10. ALL CURBS TO BE MINIMUM 8" HIGH EXCEPT A/C UNIT WHICH BE 14" HIGH AND PER MANUFACTURER RECOMMENDATION.

11. FOR ALL PENETRATIONS & SUPPORT OF PIPE @ ROOF SEE SHEET A1.41.12. FOR ALL SUPPORT OF CONDENSATE LINES SEE SHEET A1.41.13. INSULATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.14. VERIFY FINAL LOCATIONS OF ALL HVAC UNITS, FAN UNITS AND OTHER EQUIPMENT WITH MECHANICAL

AND TRUSS DRAWINGS AND WITH ALL PERTINENT FIELD CONDITIONS.15. ALL MECHANICAL ROOF EQUIPMENT ON ROOF SHALL BE SCREENED BY THE PARAPET.

ROOF DRAIN HEIGHT, FLUSHWITH ROOF COLOR TO

MATCH ADJACENT SURFACE

FLASHING W/ W.P.MASTIC & SEALANT BEAD

FLASHING W/ W.P. MASTICAND MECHANICALFASTENER BELOW

ROOFING ON RIGIDINSULATION ON METALDECK

WALL PER PLANS

CONTINUOUS BEAD OF SEALANTBOTH SIDES & ALL EDGES,TYPICALSIZE PER ROOF PLAN

2".

ABOVE ROOF

8". H

ROOF DRAIN LEADER FROM CANOPY ROOF

PIPE STRAPS SECURED TO WALL

"V2" DOWNSPOUT NOZZLE IN WALL

CONTINUOUS SEALANT


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A1.40

XXXXX

BID & PERMIT

XX-XX-XX

ROOF PLAN

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

1/4" = 1'-0"3

ROOF PLAN

ABBREVIATIONS & SYMBOLS

T.S. TOP OF SHEATHING

T.P. TOP OF PARAPET

O.D. OVERFLOW DRAIN

R.D. ROOF DRAIN

V.I.F. VERIFY IN FIELD

GENERAL DIRECTION OF WATER DRAINAGESLOPE

GENERAL NOTES


300 3" ROOF DRAIN TYP. 2 LOCATIONS. SEE DETAIL 12/A1.41.

301 ROOF TOP UNIT. VERIFY LOCATION WITH MECHANICAL. FORROOF EQUIPMENT CURB SEE DETAIL SHEET A1.41.

304 ROOF MEMBRANE. MIN. TOTAL SOLAR REFLECTANCE OF 0.70AND MIN. THERMAL EMITTANCE OF 0.75 WHEN TESTED. SEEDETAIL 3/A1.41. GC TO PRICE MULITPLE MANUFACTURERS.

307 UTILITY EXHAUST FAN WITH CURBS. FOR ROOF EQUIPMENTCURB SEE DETAIL SHEET A1.41.

310 VENDOR TO SLOPE CANOPY AWAY FROM BUILDING.

315 ROOF HATCH. RE: SPECS.

3/4" = 1'-0"1

OVERFLOW SCUPPER DETAIL 3/4" = 1'-0"

2LAMB'S TONGUE DETAIL

REVISIONS


A1.41

3

A1.41

2

ROOFING PER SPECIFICATIONS

PARAPET WALL

RIGID INSULATION CRICKET (MAINTAIN MINIMUM OF 1/8'' SLOPE AT FLOW LINES)

MEMBRANE ROOFING PER SPECIFICATIONS

ROOF FRAMING PER PLANS

NOTE: FOR ADDITIONAL INFORMATION SEE

4/A1.41

INSULATION PER SPECIFICATIONS

PLYWOOD DECKING

EXTEND ROOFING

PARAPET WALL

3x3 CANT. STRIP

ROOF MEMBRANE PER SPECIFICATIONS

NOTE: FOR ADDITIONAL INFORMATION SEE

4/A1.41

PER SPECIFICATION

PLYWOOD DECKING

30''

OR

60

'' R

OL

L （

no

te3）

30''

OR

60

'' R

OL

L （

no

te3）

30''

OR

60

'' R

OL

L （

no

te3）

30''

OR

60

'' R

OL

L （

no

te3）

TACK WELDS

HEAT-WELDED SEAM

PLATES AND FASTENERS: ROOF MEMBRANE

PLATES AND FASTENERS: WALL MEMBRANE

EDGE OF UNDERLYING SHEET

SHEET OVERLAP

HEAT-WELDED SEAMS

NOTE 1: THIS DETAIL APPLIES TO ROOF MEMBRANE WHEN MECHANICALLY FASTENED TO WALLS SO THAT THE SEAMS BETWEEN MEMBRANE SHEETS ARE VERTICAL

NOTE 2: THE ROOF MEMBRANE AT THE ROOF - TO - WALL TRANSITION SHALL BE ATTACHED USING THE SAME FASTENER SPACING USED FOR THE ROOF MEMBRANE IN THE PERIMETER AREA.

NOTE 3: 60 - INCH WIDE ROLLS SHALL NOT BE USED ON WALLS TALLER THAN 24 INCHES. 30 - INCH WIDE ROLLS CAN BE USED FOR ALL HEIGHTS.

NOTE 4: REFER TO THE SPECIFICATION FOR THE FASTENER SPACING REQUIREMENTS ON THE WALL AND ROOF DECK.

NOTE 5: OVERLAP WALL SHEETS A MINIMUM OF 6 INCHES.

NOTE 6: TACK WELD THE WALL MEMBRANE TO THE ROOF MEMBRANE AT THE ROOF - TO - WALL TRANSITION BETWEEN THE ROOF MEMBRANE FASTENERS.

NOTE 7: ALL HEAT - WELDED SEAMS MUST BE A MINIMUM OF 1 1/2 INCHES WIDE.

FLASHING LAPS 6'' SET IN VAKLEM 116, SEALANT TO SHOW AT EXPOSED LEADING EDGE

PARAPET WALL

METAL COPING

MEMBRANE UNDER JOINT

FOR PARAPET PROFILE SEE SECTIONS ON A1.60

1/2'' W

IDE GAP

BTWN. PIECES

LENGTH EA. PIECE

10' - 0" M

INIMUM

A1.41

3A1.41

2

RUN CAP SHEET UNDER COPING TYP

2x STUDS PER PLAN

2/8'' HEAD SCREW THRU 5/8'' STEEL/NEOPRENE WASHER @ 16' 0.C

COMPRESSION CLEAT

24 GA. G.I. FLASHING WITH CONTINUOUS CLEAT ON JIFFY SEAL, PAINT FLASHING TO MATCH

3”

2 1/

2”

ROOFING PER SPECIFICATIONS OVER 2 LAYERS BLDG. PAPER

EXTERIOR FINISH PER ELECATIONS

INSULATION

PLYWOOD DECKING

EXHAUST FAN

CANT. STRIP BY ROOFERROOFING PER SPECS.

EXHAUST FAN METAL DUCTING PER MECHANICAL DRAWINGS

LEVEL CURB BY G.C. SEE STRUCTURAL DRAWINGS

RUN ROOFING BENEATH FLASHING

LAG SCREW （1-1/4）EXHAUST FAN BASE TO WOOD CURB

MASTIC AT EDGES OF ROOFING FELTS

ROOF JACK

PLUMBING VENT STACK

STRIP IN WITH TWO PLIES OF FELT

SET FLANGE IN MASTIC -PRIME FLANGE BEFORE STRIPPING

4”MIN.

12'' MIN.

NOTES：

1. SHEET LEAD MINIMUM OF 2-1/2 LB. PER SQ. FOOT.

2. SEE DETAIL 'U' FOR MIN. CLEARANCE FROM PIPES WALLS AND CURBS.

SEAL WITH SEALANT

1 /4'' MINIMUM CLEARANCE TO UMBRELLA

DRAW BAND

WATERTIGHT UMBRELLA OVERLAPPING JACK BY RADIUS OF 3'' TO 4''

SHEET METAL ROOF JACK MINIMUM OF 8'' ABOVE ROOFING

1 /4'' MINIMUM CLEARANCE TO PIPE

8'' OVERLAP MIN. OF STRIPS

STEEL PIPE

3'' MINIMUM TO 4'' MAX. FLANGE SET IN MASTIC OVER ROOFING PRIME FLANGE BEFORE STRIPPING

TOP OF FLUE

RAIN CAP

VENTED ROOF

FLASH & COUNTERFLASH

VENTED CEILING PLATE

METALBESTOS FLUE

ROOF STRUCTURE

FLASHING STRIPS SET IN MASTIC

VENT CAP

2' -0

'' MIN

.

1' -0

'' MIN

.

MIN.

3”

3'' ROOF DRAIN W/ ABS DOME

CANT -TYP.

FINAL POINT OF TERMINATION LAMB'S TONGUE APPROVED LOCATION BY ARCHITECT OR BLDG. OFFICIAL

2x BLOCKING

RIGID INSULATION CRICKET

3'' CANT STRIP

TRUSSES PER PLAN

PARAPET WALL

BASE FLASHING

6'' MIN.

THUNDER BIRD COMBO ROOF DRAIN AND OVERFLOW W/ COPPER DRAIN BASIN (26" x 36") AND ABS DOME. INSTALL PER MANUFACTURER'S SPECIFICATIONS

RIGID INSULATION W/ 2X2 NAILING STRIP AT TOP BY ROOFING CONTRACTOR

METAL CURB BY EQUIPMENT MANUFACTURER

16D @ 12'' O.C.

SHAPED 2X LEVELING SHIM

CUT OPENING IN ROOF PER MECH DWG.

2X BLKG OR TOP CHORD OF TRUSS

ROOF SHEATHING

CANT

1/4'' X 1 1/2'' WOOD SCREWS SPACED PER MANUFACTURER'S RECOMMENDATION

ROOF MEMBRANE

26 GA. GALVANIZED STEEL FLASHING

3/8''φ LAG BOLTS, 1 1/2'' LONG

2 -3/4''φ STEEL BOLTS CADMIUM PLATED W/ LOCK WASHERS

2''x 3/16'' BEND GALVANIZED STEEL PLATE BRACKET. ONE NEAR EACH CORNER OF AC UNIT (4 REQ'D)

3/8''φ LAG BOLTS, 1 1/2'' LONG

1'' ROOFING NAILS @12'' O.C.

A/C UNIT OR FAN HOUSING

SLOPE 1/8'' PER FOOT

SLOPE 1/8''

PER FOOT

MINIMUM MINIMUM

VERIFY W/ MECHANICAL

MIN

.

1 1/

2”

2X BLOCKING

3X3 CONT. CANT STRIP

BASE FLASHING

ROOFING PER PLAN

SCREWS & NEOPRENE WASHER AT SLOTTED HOLES AT 12'' 0/C

ONE PIECE 18 GA. GALVANIZED SHEET METAL CAP OVER 3/4'' PLYWOOD OVER 2X8 AT 24'' O/C OVER ROOF SHEATHING

SIMPSON A35 AT 32'' 0/C TYP. W/ 1 1/2'' LONG WOOD SCREWS TYP.

DRAIN LINE SLOPE AS REQUIRED TO DRAIN CONNECTION

14 GA. 1'' GALV. STRAPS SCREWED TO BLOCK

FROM A/C UNIT DRAIN PAN

P -TRAP

TO ROOF JACK, DOWN THRU ROOF TO DRAIN

3'' AIR GAP

PROVIDE DRAIN NUT IN BOTTOM OF P. TRAP

4''X4''X8'' TREATED WOOD BLKS. PLACED AT 4' -0'' O.C. & ALL TURNS, JUNCTION IN LINES.

SET BOLTS IN ELEASTOMERIC SEALANT

ADJUSTS VERTICALLY & HORIZONTALLY

6'' M

IN. C

LR.

ABO

VE R

OOF

AT G

AS P

IPE

1. NRCA REAFFIRMS ITS OPPOSITION TO PIPES AND CONDUITS BEING PLACED ON ROOFS. HOWEVER, WHERE THEY ARE NECESSARY AND AVAILABLE, A PIPE ROLLER SUPPORT IS RECOMMENDED. THE DETAIL SHOWN IS GENERIC ONLY.

2. THIS DETAIL ALLOWS FOR EXPANSION AND CONTRACTION OF PIPES WITHOUT ROOF DAMAGE

NOTES：

VARIES

VARIESROOF

PARAPETVARIES

2' - 0" 2' - 4"

2' -

6"

0' -

2" M

IN.

TYP.

1' -

0"

MAX

.

1' -

4"

8" M

IN.

MAX

1' -

4"

7"7"

PAINTED/PREFINISHED.MTL.COPING

2" GALV. PIPE

2" DIA. GALV. STEEL PIPE

PROVIDE TREATED BLOCKING @ METAL STUDLOCATIONS, FULLY SEAL @ROOF MOUNTING BRACKETPENETRATIONS

SECTION

ELEVATION

PLAN

ALTERNATE: ACL INDUSTRIES ACL-203 PREFAB ALUMINUM UNIT-TEL:603=668-1267 FAX: 603-668-1281. GC PROVIDE PRICING ALTERNATE TO ARCHITECT & OWNER

TOP OF PARAPET

9"x9"x1/4" GALV. STEEL PLATEW/ (4) 3/8" DIA. BOLTSSET IN BED ROOFSEALANT & SEAL ALLEDGES AS PER ROOFMFG RECOMMENDATIONS

PROVIDE SEALANTAT ALL BOLT HEADS-TYP.

3/4" DIA. GALV.STEEL PIPEPAINTED W/NON-SKID PAINT

3/4" DIA. PIPE

2" DIA. PIPE

CLG. HT.RE: R.C.P.

VARIEST.O. JOIST

R 1 1/4"

6"

6"

12" T

YP.

3"

2 1/2"x2 1/2"x3/8" STL. ANGLE, W/ 1/2" EXP.BOLT EACH SIDE.

24" WIDE F.R.P. BD. FULL HGT.OF WALL BEHIND LADDER

1 LAYER OF 5/8" GYP. BD. ON 3SIDES (PAINTED) ON 3 5/8" MTL. STUDS WITH FRP FINISH TO ALLFACES OF ENCLOSURE SHAFT

2 LAYER OF 3/4" EXT. RATED PLY

STEEL DECK ANGLE

EXTEND MMB. FLSHG.UNDER CAP FLASHING

GALV. METAL FLASHING

ROOF HATCHREF: SPECS

30" MIN. EXTENDING SAFETY POST(BY MANUFACTURER)

ROOF ACCESS LADDER2 1/2"x3/8" STL RAILSW/ 3/4" DIA. x 1'-6" RUNGS.PAINTED BLACK BY G.C.

MULTIPLE-PLY MEMBRANE BASE FLASHING

REF: WALL TYPES

WALL ANCHORBLKG AS REQD

2 1/2"x3/8" BENT STL.BRACKET @MID POINT

ALTERNATE: ACL INDUSTRIES ACL-200 PREFAB ALUMINUM UNITTEL:603-668-1267 FAX: 603-668-1281.GC TO PROVIDE PRICING ALT TO ARCHITECT & OWNER


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A1.41

XXXXX

BID & PERMIT

XX-XX-XX

ROOF DETAILS

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

1 1/2" = 1'-0"1

TYPICAL CRICKET

1 1/2" = 1'-0"2

PARAPET DETAIL

1 1/2" = 1'-0"3

BASE FLASHING

1 1/2" = 1'-0"4

JOINT COVER @ PARAPET

1 1/2" = 1'-0"5

PARAPET

1 1/2" = 1'-0"7

EXHAUST FAN CURB

1 1/2" = 1'-0"8

VENT FLASHING

1 1/2" = 1'-0"9

PIPE PENETRATION

1 1/2" = 1'-0"14

FLUE PENETRATION

3" = 1'-0"12

ROOF DRAIN

1 1/2" = 1'-0"13

ROOF EQUIPMENT CURB

1 1/2" = 1'-0"10

CONDENSER PLATFORM

1 1/2" = 1'-0"11

CONDENSATE SUPPORT

1 1/2" = 1'-0"15

GAS PIPE ROLLER SUPPORT

1/4" = 1'-0"16

ROOF LADDER

REVISIONS


1" = 1'-0"17

ROOF HATCH

FIRST FLOOR100' - 0"

3

A1.61

EP-2 AW-1

T-4

MF-1

BK-1

EP-2

5

A1.41

8' -

0"

8' -

0"

3

A1.60

404

415

404

EP-2 MF-1

123' - 11"

EQ EQ

403 420

5

A1.50

5

A1.50

BK-1

114' - 2 1/2"

120' - 0"

404

EQ 1' - 9 1/2"

MF-1

421

10' -

0"

10' -

0"

A

101

512 512 512

RT2 RT1 MAU1

427


2

A1.60

1

A1.60

8

A1.61

6

A1.61

4

A1.61

1

A1.61MF-1

5

A1.41BK-1

BK-1

5

A1.41

8' -

0"

TYP

8' -

0"

AW-1AR2 AR2 AR2

EP-1

11' -

3"

T-4

T-4

121' - 0"

123' - 11"

8' -

0"

118' - 11 1/8"

407

407407

409 409 409

410 410410

408420

420403

MF-1

MF-1

5

A1.50

5

A1.50

421

421

5

A1.61

420

417 417420420

404

404

2' -

0".

BOTT

OM

OF

CH

ANN

EL L

ETTE

RS

19' -

0"

EQ EQ EQ EQ

10' -

0"B

D D102

417

BK-1

9' - 8"

512

RT1 RT2

512

427

417

PPG - PPG1001-5 DOVER GRAYEXTERIOR GRADE EGGSHELL FINISH

McNear BRICK & BLOCK - THIN BRICK, SAND MOLD SERIES (TIVOLI)CONTACT: RESOURCE BUILDING MATERIALS (949) 855-9994MORTAR: SPEC MIX TYPE #750 SILVERSTONE; JOINT WIDTH: 1/8"

PRINTED TILE PANEL BY VENDOR

DARK BRONZE ALUMINUM

AWNINGS BY VENDOR: FINISH BLACK

EP-2

BK-1

T-4

MF-1

AW-1

PPG - PPG1007-4 HOT STONESTUCCO = EXTERIOR GRADE EGGSHELL FINISHDOORS = EXTERIOR GRADE SEMI-GLOSS FINISH

EP-1

BUILDING PAPER CONTINUES BEHINDMORTAR

EXTERIOR PLYWOODSHEATHING

2X STUD & INSULATION

BRICK VENEER

NOTE: USE @ BRICK VENEER (NOT CMU VENEER)

MORTAR

BRICK VENEER AS OCCURS.

PLYWD. BOTTOM 6"TO BE TREATEDW/ WATERPROOFCOATING

BUILDINGPAPER

P.T. SILL

WEEP SCREED

CONC. SLAB

FINISHED GRADE

1/4" EXPANSION JOINT

CONCRETE SIDEWALK

TYPICAL CONDITION CONDITION AT SIDEWALK

A B

1" M

IN.

4" M

IN.

NAI

LIN

G F

LAN

GE

3 1/

2" M

IN.

PAINTGRAY

MORTAR

MIN

.

1"

MIN

.

2"

1"

REVEAL FINISH:BLACK

7/8" STUCCO

BUILDING PAPER

1/2" PLYWOOD

ATTACH W/ 1/2" SCREWAT TOP & BOTTOM

3/16

".1"

3/16

".7/8"

7/8"

2X FRAMING

PLASTER STUCCO OVER PLYWOODSHEATH (3/8" OR PER STRUCT.

"ZIP STRIP" TO BE REMOVED AFTERAPPLICATION OF PLASTER

"KEENE" PLASTER EXPANSION SCREED- PAINT TO MATCH PLASTER


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A1.50

XXXXX

BID & PERMIT

XX-XX-XX

EXTERIORELEVATIONS

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

1/4" = 1'-0"4

FRONT ELEVATION

1/4" = 1'-0"3

SIDE ENTRY ELEVATION

LEGENDGENERAL NOTES

1. SEAL ALL WALL AND ROOF PENETRATIONS.2. SEE SHEAR SCHEDULE PER STRUCTURAL FOR NAILING PATTERN AND

REQUIREMENTS FOR ALL EXTERIOR GRADE PLYWOOD.3. SEAL ALL WINDOW AND DOOR FRAMES AT HEAD, SILL AND JAMB.4. ALL BUILDING SIGNAGE ARE UNDER SEPARATE PERMIT. LOCATION AND SIZE

OF SIGNAGE TO BE FIELD COORDINATED WITH THE SIGN CONTRACTOR.5. ADDRESS NUMBERS AT 8" HT TO BE ILLUMINATED BY ADJACENT SITE LIGHT

(MINIMUM 5 FOOT CANDLES).6. REFLECTIVE GLAZING AT THE PEDESTRIAN LEVEL IS PROHIBITED. (GLAZING

ABOVE THE PEDESTRIAN LEVEL SHALL BE LIMITED TO MAX. REFLECTANCERATING OF 22% PER NIST). (PER CONDITION 9 OF SDR - 29382)

7. COPING: COPING FLASHING TO BE PAINTED BLACK TO MATCH CANOPIES8. DOOR NOTE: EXTERIOR DOORS & SWITCH GEAR TO BE PAINTED TO MATCH

COLOR OF ADJ. WALL. TYP.9. ANTI-GRAFFITI COATING: ALL EXTERIOR WALLS & DOORS, MEASURED 9'-0" FROM

GRADE, AND ANY WALLS ENCLOSING THE PROPERTY SHALL BE COATEDW/A RENEWABLE COATING OF AN ANTI GRAFFITI MATERIAL.

10. ALL WINDOWS SHALL BE PROVIDED WITH ANTI-GRAFFITI FILM.


403 STOREFRONT GLAZING. MULLIONS TO ALIGN WITHCHAIR RAIL ON INTERIOR (TYP).

404 SIGNAGE BY OWNER VENDOR. BLOCKING ANDPOWER BY GC. SEPARATE PERMIT. TYP.

407 NEW LF-12 FIXTURE, TYP. (DARK BRONZE)

408 STOREFRONT GLASS DOOR.

409 NEW LF-14 FIXTURE INTEGRAL WITH MARQUEEBOARD, TYP. COORDINATE WITH VENDOR.

410 MARQUEE BOARD BY OTHERS. GC TO PROVIDEBLOCKING AS REQUIRED.

415 ADDRESS NUMBERS AT 8" HT. PIN-MOUNTEDTHROUGH STUCCO BY GC. BLACK FINISH. FINALLOCATION TO BE APPROVED BY FIRE MARSHALL.

417 FIRST COURSE IS SOLDIER COURSE.

420 BREAK METAL TO MATCH STOREFRONT. FINISH TOCORNER (TYP). AT CANOPY INFILL BETWEEN BOTTOMOF CANOPY AND TOP OF STOREFRONT.

421 TOP COURSE OF TILE TO ALWAYS BE FULL TILE(TYP).

427 EM2 EMERGENCY LIGHT, RE: ELECTRICAL.

512 OUTLINE OF MECHANICAL EQUIPMENT. SEE ROOFPLAN FOR EXACT LOCATIONS. SEE MECH. PLAN FORADDITIONAL INFORMATION.

3" = 1'-0"1

BRICK VENEER

REVISIONS


3" = 1'-0"2

WEEP SCREED 6" = 1'-0"

5TYP. REVEAL

3" = 1'-0"6

STUCCO EXPANSION JOINT

NOTE:CAULK FACE PLATES OF ALL EXTERIOR LIGHT FIXTURES TO PREVENT PEST INFILTRATION.


2

A1.60

1

A1.60

8

A1.61

6

A1.61

4

A1.61

1

A1.61

EP-1

V.I.F

.

11' -

3"

AR2 AR2

5

A1.41

5

A1.41

5

A1.41

EP-1

EP-1

8' -

0"

T-4AW-1

5

A1.41

412

EP-1

412

BK-1

412407

T-4

409 409

404

404

.

5

A1.50

5

A1.50

BK-1

EP-2

AW1

123' - 5"

EP-1

EQEQ

8' -

0"

EQEQ

8' -

0"

MF-1

BK-1

EQ EQ

403420 420

5

A1.61

410 410

2' -

0".

BOTT

OM

OF

CH

ANN

EL L

ETTE

RS

17' -

0"

10' -

0"

E2 C

RT2RT1

MF-1

5

A1.41

EP-2

3

A1.60

404

EP-1EP-1

EP-2

EP-2

EP-2

5

A1.50

413 TYP2'

- 0"

.

BOTT

OM

OF

CH

ANN

EL L

ETTE

RS

17' -

0"

10' -

0"

425

426

MAU1 RT1 RT2

5

A1.50

PPG - PPG1001-5 DOVER GRAYEXTERIOR GRADE EGGSHELL FINISH

McNear BRICK & BLOCK - THIN BRICK, SAND MOLD SERIES (TIVOLI)CONTACT: RESOURCE BUILDING MATERIALS (949) 855-9994MORTAR: SPEC MIX TYPE #750 SILVERSTONE; JOINT WIDTH: 1/8"


DARK BRONZE ALUMINUM

AWNINGS BY VENDOR: FINISH BLACK

EP-2

BK-1

T-4

MF-1

AW-1

PPG - PPG1007-4 HOT STONESTUCCO = EXTERIOR GRADE EGGSHELL FINISHDOORS = EXTERIOR GRADE SEMI-GLOSS FINISH

EP-1


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A1.51

XXXXX

BID & PERMIT

XX-XX-XX

EXTERIORELEVATIONS

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

1/4" = 1'-0"3

DRIVE-THRU ELEVATION

1/4" = 1'-0"2

REAR ELEVATION

LEGEND


403 STOREFRONT GLAZING. MULLIONS TO ALIGN WITHCHAIR RAIL ON INTERIOR (TYP).

404 SIGNAGE BY OWNER VENDOR. BLOCKING ANDPOWER BY GC. SEPARATE PERMIT. TYP.

407 NEW LF-12 FIXTURE, TYP. (DARK BRONZE)

409 NEW LF-14 FIXTURE INTEGRAL WITH MARQUEEBOARD, TYP. COORDINATE WITH VENDOR.

410 MARQUEE BOARD BY OTHERS. GC TO PROVIDEBLOCKING AS REQUIRED.

412 NEW LF-13 FIXTURE, TYP.

413 SECURITY LIGHTING FIXTURES, TYP. (BLACK)

420 BREAK METAL TO MATCH STOREFRONT. FINISH TOCORNER (TYP). AT CANOPY INFILL BETWEEN BOTTOMOF CANOPY AND TOP OF STOREFRONT.

421 TOP COURSE OF TILE TO ALWAYS BE FULL TILE(TYP).

425 PREFERRED GAS METER LOCATION. FINALLOCATION TO BE DETERMINED BY GAS SERVICECOMPANY.

426 VENTS REQUIRED FOR UTILITY ROOM.

512 OUTLINE OF MECHANICAL EQUIPMENT. SEE ROOFPLAN FOR EXACT LOCATIONS. SEE MECH. PLAN FORADDITIONAL INFORMATION.

REVISIONS


NOTE:CAULK FACE PLATES OF ALL EXTERIOR LIGHT FIXTURES TO PREVENT PEST INFILTRATION.

ABCDD.1

SUSP

END

ED C

EILI

NG

10' -

6"

B.O

.BEA

M

9' -

0"

DINING

100 507

A1.61

2

B.O. WINDOW/B.O. CANOPY

T.O. PARAPET

T.O. PARAPET

B.2

315

B.O. CANOPY

502

509

RT1

512

EF1

121' - 9"

110' - 0" 110' - 0"

123' - 5"

ABCDD.1

T.O. PARAPET

T.O. MID PARAPET

T.O. PARAPET

503

B.2

315

502

500

501

B.O. CANOPY

RT2

512512

KF4 KF1

512

EF1

512

MAU1

118' - 11 1/8"

123' - 5"

121' - 9"

110' - 0"

T.O. DECAL123' - 11"

2

A1.601

A1.60

8

A1.61

6

A1.61

1

A1.61

507

A5.61

14

DINING

100

A4.11

2

A1.41

9

A1.41

13

12345

315

123' - 5"

T.O. PARAPET

CUSTOMER PICK-UP

101

DINING

100

2' -

10"

9' -

0"

500 501500 501

MAU1EF1

102

TOP TURN BUCKLE

ATTACHED WITH A35 AT EA. END PAD BLOCKING BY G.C.

MIN. 4X WOOD BLOCKING PAD BLOCKING BY G.C.

3/8" X 4-1/2" LAG BOLT(TYP. 4 PER PLATE)

1/4" THICK, 10" X 10"ALUMINUM MOUNTING PLATEWITH WELDED CLIP

3' - 3"

3' - 8".

1" DIAMETERALUMINUM TUBINGSPACING VARIES SEE ELEV.

2" X 2" X 1/8"ALUMINUM

MOUNTING ANGLE

10 1

/2".125" ALUMINUM

FORMED CANOPY@10-3/8" X 2"

CHANNELOPEN AWING, NO COVER

(40.0" AT DRIVE - THRU)

2' - 10" OR 2' - 6 1/2" OR 3' - 7/8"

7 1/

2"

#10 X 5/8"PHILIP PAN HEADTEK SCREW TYP.

2' -

6" T

O C

ENTE

R O

F C

LIP/

PLAT

E

MIN, 4X WOOD BLOCKING W/ A35CONNECTOR AT BOTH ENDS OF STUD. BY G.C.

0125" ALUMINUM FORMED CANOPY @ 10" X 2" STRUT

MAX. SPACING 24".PROVIDED BY

AWNING VENDOR.

#10 X 5/8"PHILIP PAN HEADTEK SCREW TYP.

3/8" X 4-1/2" LAG BOLT(TYP. 4 PER BLK'G)

MIN, 4X WOOD BLOCKING W/ A35CONNECTOR AT BOTH ENDS OF STUD. BY G.C.

AWING CONNECTION

EXTERIORZIP WALL SYSTEM, RE: SPECS

FINISH. SEEELEV. SCHEDULE

2X STUD PERPLAN

R-19 BATT.INSULATION.SEE SPEC.(TYP.)

ANCHOR BOLTPER STRUCT.DWG.FLASHING TO

PROTECT BASE

SNAP GAP SEALANT

110' - 6"110' - 0"

AWNING BY VENDOR

2X BLOCKING

1/2" PLYWOODPRINTED TILE PANEL BY VENDOR

WOOD BEAM. RE: STRUCTURE.

MOISTURE BARRIER

FLASHING

SEALANT

BRAKE METAL, MATCH STOREFRONT

SEALANT

GC TO PROVIDE BACKING AS NEEDED PER OWNER'S VENDOR SHOP DRAWINGS

SUBSTRATE AND FINISH TO RUN BEHIND CANOPIES, TYP


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A1.60

XXXXX

BID & PERMIT

XX-XX-XX

SECTIONS

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

1/4" = 1'-0"2

BUILDING SECTION 2


315 ROOF HATCH. RE: SPECS.

500 ROOF MEMBRANE SOLAR REFLECTANCE OF 0.70 AND MIN THERMALEMITTANCE OF 0.75 WHEN TESTED.

501 5" RIGID INSULATION.

502 ROOF TRUSSES. RE: STRUCTURAL.

503 DECORATIVE WOOD CUT TILES.

507 SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND CONCRETESLAB.

509 BATT INSULATION.

512 OUTLINE OF MECHANICAL EQUIPMENT. SEE ROOF PLAN FOR EXACTLOCATIONS. SEE MECH. PLAN FOR ADDITIONAL INFORMATION.

1/4" = 1'-0"1

BUILDING SECTION 3

1/4" = 1'-0"3

BUILDING SECTION 1

REVISIONS


1" = 1'-0"5

AWNING

1" = 1'-0"7

BASE

1 1/2" = 1'-0"6

AWNING DETAIL @ STOREFRONT


A B C D D.1

T.O. LOW PARAPET122' - 5"

3

A1.61

A1.61

6

3

A1.60T.O. BRICK PARAPET

B.2

A1.61

5

512

RTU1

STUCCO

MEMBRANE ROOFING OVER 1/2" PLYWD.

6" WOOD STUDS

CANOPY BY VENDOR (N.I.C.) TYP.

SEE STRUCT FOR PSL BEAM SIZE

SUSPENDED CEILING

A1.41

5

DINING

100

A6.01

8

CONCRETE FOOTING & SLAB. RE: STRUCTURE.

A1.60

6

A1.41

2

STOREFRONT

CONTROL JOINT

ROOF TRUSS. RE: STRUCTURE.

1

100' - 0"

T-4 PANEL BY VENDOR

STO

REF

RO

NT

10' -

0"

110' - 6"

FLASHING

ZIP WALL SYSTEM, RE: SPECS

A

EXTERIOR SMOOTH STUCCO OVER METAL

LATH

BATT INSULATION

AIR/ MOISTURE BARRIER

A1.41

5

A1.41

2ZIP WALL SYSTEM

RE: SPECS

6" WOOD STUD

MARQUEE BOARD BY VENDOR. PROVIDE

BLOCKING AS REQUIRED. COORDINATE WITH

VENDOR FOR LOCATION

A1.60

7


ROOF TRUSSES. RE: STRUCTURE.

MEMBRANE OVER 1/2" PLYWOOD.

CONTROL JOINT

4" RIGID INSULATION

STORAGE

106

SEE PLUMBING PLANS FOR

BEVERAGE & SALSA BAR DRAINAGE

6" WOOD STUDS

3 5/8" 20 GA. STUD @ 16" O.C.

BATT INSULATION TYP. AT EXTERIOR

WALLS

A1.41

5

A1.41

2

A1.60

7


STUCCO

WOOD TRUSSES RE: STRUCTURE

4" RIGID INSULATION

ZIP WALL SYSTEM,

RE: SPECS

CONTROL JOINT

2X WOOD CANT

1/2" PLYWOOD SHEATHING

RUN ROOFING MEMBRANE UP WALL AND UNDER PARAPET CAP (TYP)

SALSA BAR

100a


AWNING BY VENDOR (N.I.C.). GC TO PROVIDE ALL REQUIRED BLOCKING FOR OWNER VENDOR INSTALL

WOOD BEAM. RE: STRUCT.

BATT INSULATION TYP. AT EXTERIOR WALLS

1/2" PLYWOOD SHEATHING

A1.41

5

A1.41

2

DK BRONZE ANODIZED STOREFRONT

T-4 PANEL BY OTHERS

AIR/MOISTURE BARRIER

6" WOOD STUD

ROOF ASSEMBLY


CONCRETE FOOTING & SLAB. RE: STRUCTURE

A6.01

7

CONTROL JOINT

1" INSULATED GLAZING TEMPERED WHERE REQUIRED

A6.01

8

VAPOR BARRIER

118' - 11"

BRAKE METAL, MATCH STOREFRONT

B

A6.01

7

A6.01

8

BRICK VENEER

PROVIDE BLOCKING AS REQ. COORDINATE WITH VENDOR FOR PLACEMENT & SIZE.

WOOD TRUSS RE: STRUCTURE.

RUN ROOF MEMBRANE UP PARAPET WALL 24"

SIGNAGE BY VENDOR. SEPARATE PERMIT. TYP

A1.41

2

A1.41

5

DINING

100

STOREFRONT. RE: SPECS.

EXTERIOR LIGHTING. RE: MEP

AWNINGS BY VENDOR (N.I.C.)

6" WOOD STUDS.


FLASHING


BATT INSULATION

123' - 5"

CONTROL JOINT

1/2" PLYWOOD DECK

2X WOOD CANT

4" RIGID INSULATION

2' -

0"

CONTINUOUS SEALANT BETWEEN STOREFRONT AND MASONRY

RETURN BRICK TO STOREFRONT

A1.60

6

110' - 0"

T4 PRINTED TILE PANEL BY OTHERS

STOP FLASHING

PLYWOOD AS REQUIRED FOR SIGNAGE.

COORDINATE LOACTION WITH VENDOR

D.1

STUCCO

DRIVE-THRU WINDOW


WOOD HEADER RE: STRUCTURE

CANOPY/ AWNING BY VENDOR (N.I.C.) TYP.PROVIDE BLOCKING AS REQ. COORDINATE WITH VENDOR FOR PLACEMENT & SIZE. TYP.

AIR/ MOISTURE BARRIER

6" WOOD STUD


PLYWOOD SHEATHING

ROOF MEMBRANE. CONTINUE UP PARAPET WALL AND UNDER PARAPET CAP

2X CANT

FLASHING

CONTROL JOINT

FLASHING AND SEALANT


6" WOOD STUD FRAMING

STUCCO

RETURN STUCCO TO WALL. SEAL

BETWEEN STUCCO AND TILE

BATT INSULATION TYP. AT EXTERIOR WALLS

4" RIGID INSULATION

A1.41

5

FLASHING

A1.41

2

A1.60

6

A5.63

6

A1.60

7

T-4 PANEL BY VENDOR


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A1.61

XXXXX

BID & PERMIT

XX-XX-XX

SECTION & WALLSECTIONS

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1/4" = 1'-0"8

BUILDING SECTION 4

1/2" = 1'-0"3

WALL SECTION @ DINING 1/2" = 1'-0"

6WALL SECTION @ B.O.H


512 OUTLINE OF MECHANICAL EQUIPMENT. SEE ROOF PLAN FOREXACT LOCATIONS. SEE MECH. PLAN FOR ADDITIONALINFORMATION.

1/2" = 1'-0"4

WALL SECTION @ SALSA BAR 1/2" = 1'-0"

1WALL SECTION @ ENTRANCE

1/2" = 1'-0"2

WALL SECT. @ DINING

REVISIONS


1/2" = 1'-0"5

WALL SECTION @DRIVE THRU

A3.10

4

A3.10 12

13

9

10

6

7

3

A3.10

5

8

TA-2

TA-2

TA-8

TA-12 TA-8

TA-4

1' - 6"

TA-6

1' - 6"

8' - 4"

7' -

9 1/

2"

TA-10

1' - 6"

MAX

6"

MIN

3' - 0"

MIN

3' -

6"

MAX

1' -

0"

TA-1

TA-1

1' -

6 1/

2"

TA-1 TA-3 TA-1TA-10

TA-3

TA-4

TA-6

MIN

3' -

0"

MA

X

6"

5' -

3"5'

- 0"

1' -

6"

1' - 6" 1' - 6 1/2"

8' - 3 1/2" MIN

3' - 6"

MAX

1' - 0"

WOMENS

110

MENS

111

TA-4

1. FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT.

2. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GASPING, PINCHING OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. (TYPICAL)

3. THE HARDWARE ON "BOTH SIDES" OF THE ACCESSIBLE WATER-CLOSET PLUMBING FIXTURE'S STALL/ COMPARTMENT PARTITION SWING DOORS HAS OPEN LEVER ACTION AND/ OR U-SHAPED TYPE WIRE-PULL HANDLES, THAT DO NOT FORCE PEOPLE WITH DISABILITIES TO HAVE TO TIGHTLY GRASP AND/ OR TWIST TO OPEN/ CLOSE THE DOOR.

4. WALL-MOUNTED TOILET ACCESSORIES THAT MIGHT ENCROACH MORE THAN 4" INTO THE REQUIRED CLEAR FLOOR SPACES (CFS) OF THE ACCESSIBLE PLUMBING FIXTURES (SUCH AS OVERHEAD WALL-MOUNTED STORAGE CABINETS LOCATED ABOVE ACCESSIBLE WATER CLOSET FIXTURES, PAPER TOWEL DISPENSERS, AUTOMATIC ELECTRIC HAND-DRYERS, ETC. - CLEAR FROM FINISHED FLOOR TO 80" AFF), COAT HOOKS MOUNTED ON THE TOILET PARTITION DOORS OF THE ACCESSIBLE STALL (HIGHLY SUGGEST PLACING THE HOOK SOMEWHERE ELSE INSIDE THE STALL - NOT ON THE CLOSING DOOR - RIGHT AT KID'S EYE HEIGHT), SHOWER CURTAIN RODS INCORRECTLY MOUNTED BELOW 80", MORE THAN 4" DEEP DEFIBRILLATOR CABINETS, ECT. THAT MAY BE HAZARDS ALONG ACCESSIBLE ROUTES (AS MAY BE APPLICABLE).

5. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.

6. WATER CLOSETS AND TOILET COMPARTMENTS SHALL COMPLY WITH 604.2 THROUGH 604.8. PLEASE VERIFY COMPLIANCE ACCORDINGLY PRIOR TO THE REQUIRED ON-SITE ACCESSIBILITY/ USABILITY INSPECTION.

7. DOOR AT MEN'S RESTROOM TO HAVE A PRIVACY LOCKS AND SELF CLOSER. (WOMEN'S RESTROOM LESS PRIVACY LOCK). ACCESSIBLE TOILET COMPARTMENT DOORS WILL HAVE AT LEAST 34" CLEAR OPENING. FLUSH VALVES ON WIDE SIDE OF WATER CLOSETS.

8. FOR ADDITIONAL RESTROOM CLEARANCE INFORMATION SEE SHEET CS0.10.

ALL ACCESSORIES LISTED BELOW TO BE SUPPLIED & INSTALLED BY GENERAL CONTRACTOR, UNO.

MIN9"

7

A5.10

PT-3

TA-11TA-10

TL-7

10"X34" KICKPLATE

PL-4

7

A5.10

42"

WALL BACKING BEHIND GRAB BARS, TYP

TA-1 TA-2 TA-3

TL-7

TA-8

A3.10

2

TA-4

7

A5.10

TA-4

TA-2

TA-1

TA-3

TA-6

TL-7

PL-4

TA-8

TL-7

7

A5.10

TA-1

TA-2

TL-7

TA-8

7

A5.10

TA-1

TA-2

A3.10

2

TA-6

TL-7

2

A3.10

7

A5.10

TA-10

TA-6

TL-7

7

A5.10

PT-3

STAINLESS STEEL ANTI-GRAFFITI ON MEN'S DOOR ONLY

TL-7

10"X34" KICKPLATE

BRAILLE SIGN REF 3/CS0.10

PL-2

PT-5

PT-4

10"X34" STN. STL. KICKPLATE

CS0.10

4

TL-11

PT-4

PT-5

PL-2

CS0.10

4BRAILLE SIGN REF 3/CS0.10


TL-11

HARDWARE PROVIDED PERMANUFACTURE, KOALACARE-KB200 BABYCHANGING STATION. SIX 1/4"X 3" LONG SCREWS

2X BLOCKING

HARDWARE PROVIDED PERMANUFACTURE, KOALACARE-KB200 BABYCHANGING STATION. SIX 1/4"X 3" LONG SCREWS

2X BLOCKING

FLOORMAX. WT. 60 LBS

TOP

(2)

SC

REW

SAT

42

1/4"

TO

MEE

T AD

A H

T.R

EQ. 2X BLK'G

TYPICAL

GYP. BRD.

WALL TILE FINISH

F.F.

NOTE:1. ACCESSIBLE TOILET COMPARTMENTS CANNOT BE OBSTRUCTED BY CHANGING

TABLE IN EITHER AN OPEN OF CLOSED POSITION. PER TAS 604.8.1.1

2. CLEAR FLOOR SPACE REQ. FOR CHANGING TABLE MAY OVERLAP THE WATERCLOSET CLEARANCE BASED ON TAS 604.3.2 PER ADVISORY 604.8.1.1

3 3/

4".

4 1/

2".

5 1/

2".

16".

LINER DISPENSER DIMENSIONS WHEN ATTACHED

19 11/16".

+/- 20"

FRO

M F

.F.

31".

+/-1

4"

35 3/16".RE

ACH

40" M

AX.

KNEE

CLR

.

33" M

IN.

9" M

IN.

27" M

IN.

8" MIN.

29" M

IN.

34" M

AX.

40" M

AX.

6" MAX.

17" MIN.

74" M

IN.

ADA PIPE COVER

FIXTURE & ACCESSORY MOUNTING HEIGHTS 1/4" = 1'-0"

STANDARD MOUNT PAPER TOWEL DISPENSER

1' -

10"

1' -

0"3'

- 6"

1' -

5"

URINALS

MIN 30" CLR BETWEENURINAL SCREENS TYP. STANDARD URINAL 22" TO RIM ADA URINAL 17" TO RIM

1' - 6"

3' -

6"1'

- 0"

URINAL DIVIDER WITHFULL HEIGHT WALLBRACKET & END FLOOR SUPPORT

STANDARD STALL STANDARD STALL LAYOUT ADA STALL LAYOUT ADA STALL LAYOUT

CLR.

3' - 0"

1' -

3" T

O R

IM

EQ. EQ.TOILET PARTITION

TA-4

TA-2

TA-3

TOILETPARTITION

TA-4

TA-2

TA-3

2' -

10"

2' -

8"

7" 4"

C/L

2' - 8" TOCLR.

5' - 9"

3' - 5" TO C/L

48" M

AX.

15" M

IN.

1' -

5"2' -

8"

1' -

5"

7" TO 9"

12" MAX

TA-3TA-2

TA-1

TA-1TA-1 TA-4

NOTE: FLUSH HANDLE LOCATEDON "WIDE" SIDE OF STALL. TYP. ATALL ACCESSIBLE LOCATIONS

TA-1

TA-4

TA-1TA-1TA-3TA-2

ACCESIBLE STALL

16" TO 18"ADA STALL

NOTE: INSTALLER TO REFER TO & COMPLY WITH ALL LOCAL CODES/ ANSI REGULATIONS WHEN SETTING OUT ALL ACCESSIBLE TOILET ROOM ACCESSORIES. THESE WILL SUPERSEDE ANY DIMENSIONS SHOWN ON PLANS. REFER TO TOILET ACCESSORY SCHEDULE FOR ADDITIONAL INFORMATION. MOUNT COAT HOOKS IN ALL STALLS, MOUNT 48" MAX.A.F.F. IN ADA STALLS

MIN.

1' - 0" 6"

2' -

8" 1' - 8 1/2"

4"

4' -

1 1/

4"

9 1/

2"2'

- 11

1/2

"

1' - 8 1/2"

1' - 4"

3' - 0 1/8"

HORIZONTAL BABY CHANGING STATION

TA-10

AMBULATORY STALL

17" TO 19"

ADA RECESS

3' -

1"DEPTH

COORDINATE RECESS

4" MAX

AMBULATORY STALL LAYOUT AMBULATORY STALL LAYOUT

TA-4

TA-2TA-3

48" M

AX.

15" M

IN.2'

- 8"

12" MAX.

CLR.

5' - 9"

1' -

5"

7" TO 9"

NOTE: FLUSH HANDLE LOCATEDON "WIDE" SIDE OF STALL. TYP. ATALL ACCESSIBLE LOCATIONS

TA-1

1' -

5"

TA-4

TA-1TA-3TA-2

ACCESIBLE STALL

16" TO 18"

AMBULATORY STALL

17" TO 19"

TA-1


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A3.10

XXXXX

BID & PERMIT

XX-XX-XX

ENLARGED RRPLAN & DETAILS

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1/2" = 1'-0"1

ENLARGED RESTROOM PLAN

RESTROOM NOTES

TAG DESCRIPTION MFG./MODEL REMARKS

TA-1 GRAB BAR BORICK #B-6806 (24",36", 42")

TA-2 TOILET PAPERDISPENSER

BORICK #B-2888 STAINLESS STEEL. FLUSHMOUNTED IN CALIF.

TA-3 SANITARY NAPKINDISPOSAL

BOBRICK #B-270 STAINLESS STEEL, SURFACEMOUNTED/ FLUSH MOUNTED INCALIF.

TA-4 DISPOSABLE SEATCOVER DISPENSER

BOBRICK #B-221 STAINLESS STEEL, SURFACEMOUNTED

TA-6 LIQUID SOAPDISPENSER

MBM STAINLESS STEEL

TA-7 1/4" POLISHED PLATEGLASS MIRROR 18" x36" ANTI - GRAFFITI

CENTURY MIRROR(661) 251 8059 / SMS1836

WOMEN'S ONLY

TA-8 PAPER TOWELDISPENSER

MBM

TA-9 BOBRICK BOBRICK CLASSICSERIES #1542

TOILET PARTITIONS (LEAD TIMEITEM)

TA-10 BABY CHANGINGSTATION

KOALA CARE/KB200-00 CREAM

SEE THIS SHEET FORMOUNTING REQUIREMENTS

TA-11 COMTEC #HADPZ CHROMEPLATED ZAMAKDOOR PULL FORHANICAPPED &AMBULATORYSTALLS ONLY

DOOR PULL FOR ACCESSIBLE &AMBULATORY STALLS ONLYINSTALL BOTH SIDES OF DOOR

TA-12 COAT HOOKS BOBRICK STAINLESS STEEL. SURFACEMOUNTED/ FLUSH MOUNTED INEVERY STALL.

1/4" = 1'-0"9

WOMEN'S RESTROOM-A

1/4" = 1'-0"10

WOMEN'S RESTROOM-B

1/4" = 1'-0"12

WOMEN'S RESTROOM-C

1/4" = 1'-0"13

WOMEN'S RESTROOM-D

1/4" = 1'-0"3

MEN'S RESTROOM-A

1/4" = 1'-0"4

MEN'S RESTROOM-B

1/4" = 1'-0"6

MEN'S RESTROOM-C

1/4" = 1'-0"7

MEN'S RESTROOM-D

1/4" = 1'-0"5

VESTIBULE-A 1/4" = 1'-0"

8VESTIBULE-B

NOTE:TOILET TISSUE DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. SEE ENLARGED PLAN THIS SHEET FOR ADDITIONAL ACCESSORY INFO

N.T.S.11

BABY CHANGING TABLE DETAILSN.T.S.

2SINK DETAIL

REVISIONS


SUPPLY

GC

INSTALL

GC

GC GC

GC GC

GC GC

OWNER GC

OWNER GC

OWNER GC

GC GC

GC GC

GC GC

GC GC

A

B

C

D

D.1

109' - 0"

CL-4, PT-4

CL-1, PT-4

109' - 2"

SOFFIT HT

B.O.WD. TRIM

TILES

109' - 0"

CL-4, PT-5108' - 0"

CL-2

108' - 0"

CL-2

2

A1.60

1

A1.60

8

A1.61

1

A1.61

204

204

212

110' - 6"

CL-1, PT-4

KITCHEN VENDORTO SUPPLY S.S. FILLER

14

A5.61

8

A4.11

8

A4.11

3

A1.60

DINING

100

A4.11

1

4' -

1"16

' - 7

"

201

204204

109' - 2"

CL-2

1 2 3 4 5

B.2

4' -

1"

CO

OR

DIN

ATE

EXAC

T SI

ZE &

LO

CAT

ION

W/ V

END

OR

26' -

2 1

/2"

6' -

1 1/

2"

W-3

109'-8"

4' - 9 1/2"

COORDINATE EXACT SIZE & LOCATION W/ VENDOR

16' - 11" 4' - 10"

206

210

3' -

3 1/

2"

5' - 6"

1' -

8"

212

OFFICE

105 WATER HEATER

114

WOMENS

110MENS

111

109' - 0"

CL-2

201

206

206

COOLER

107

STORAGE

106

SALSA BAR

100a

CUSTOMER PICK-UP

101

VESTIBULE

113

5

A1.61

17 5

/8".

1' -

5 1/

2"EQ

EQEQ

EQEQ

EQEQ

EQEQ

EQ

3' -

1"2' -

4"

3' - 2 1/2" 4' - 5 1/2"

1' -

10 1

/2"

5' -

0 1/

2"5'

- 0

1/2"

5' -

0"1'

- 9

1/2"

1' - 5"

1' - 3 1/2"

3

A4.11

109' - 2"

CL-1, PT-3

220

CO

OR

DIN

ATE

EXAC

T SI

ZE A

ND

LO

CAT

ION

W/ V

END

OR

20' -

4 1

/4"

1' -

2 3/

4"1'

- 1

1/8"

1' - 4" 1' - 9 1/2" 1' - 4" 2' - 7 5/8"

1010' - 6"

CL-1, PT-1

W-3

109'-10"

222

COORDINATE EXACT SIZE AND LOCATION W/ VENDOR

6' - 3 3/8".

222

222

222

222

1. CONTRACTOR SHALL VERIFY FIXTURE QUANTITIES & ALSO MAKE PROPER ADJUSTMENTS FOR ANY CHANGES IN PLAN DUE TO ADDITIONAL REQUIREMENTS, LOCAL CODES ETC.

2. LIST FOR MATERIALS, SPECIFICATIONS SEE FINISH SCHEDULE AND FINISH MATERIALS & ADDITIONAL INFORMATION ON SHEET A6.10.

3. FOR H.V.A.C. PLAN, SECTIONS, DUCT LOCATIONS, SUPPLY AND RETURN AIR GRILLE SIZES AND ADDITIONAL INFORMATION SEE SHEET MECHANICAL DRAWINGS.

4. ALL FIXTURES SHALL BE LOCATED IN CENTER OF CEILING TILES UNLESS OTHERWISE NOTED.5. SEE MEP DRAWINGS FOR LIGHTING LAY-OUT REQUIREMENTS & ADDITIONAL INFORMATION.6. CONTRACTOR TO COORDINATE PENDANT LIGHT LOCATIONS.7. SEE ELECTRICAL DRAWINGS FOR LIGHTING CIRCUITS AND SWITCHING.8. CENTER EXIT SIGNS OVER DOOR OPENINGS AND CEILING FIXTURES IN GRID SPACES WHERE

POSSIBLE.9. WALK - IN COOLER FLUORESCENT LIGHTING PROVIDED AND INSTALLED BY ELECTRICAL

CONTRACTOR.10. SHATTER SHIELDS FOR ALL LIGHTS ABOVE FOOD PREP, WORK AND STORAGE AREAS SHALL BE

PROVIDED.11. PRIOR TO INSTALLATIONS, A SAMPLE OF CEILING TILE IS TO BE SUBMITTED TO ENVIRONMENTAL

HEALTH FOR APPROVAL.12. FOR MONITOR MOUNTING SEE DETAIL A5.61.13. ALL DIMENSIONS TO FACE OF STUDS.14. PROVIDE 'SS' CLOSURE FLASHING BETWEEN TOP OF HOODS & CEILING. TYP.15. SEE EXTERIOR ELEVATIONS FOR EXTERIOR WALL SIGNAGE.16. FOR FINISH/MATERIAL SCHEDULE SEE SHEET A6.0017. WALL AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS PER IBC 201218. EXIT ILLUMINATION PER IBC 201219. THE LIGHTING MUST PROVIDE A MINIMUM OF ONE - FOOT CANDLE AT THE FLOOR LEVEL

THROUGHOUT THE EXIT PATH. TESTING OF THE FIXTURES WILL BE REQUIRED AT FINAL INSPECTION. THE FIRE INSPECTOR MAY REQUEST A NIGHTTIME TEST AT HIS DISCRETION TO CONFIRM THE MINIMUM REQUIREMENT OF ONE - FOOT CANDLE AT FLOOR LEVEL.

ITEM SYMBOL DESCRIPTION

UNIVERSAL LED EDGE-LIT EXIT SIGN

AIR SUPPLY DIFFUSER

ADJUSTABLE DOWNLIGHT W/ REFLECTOR KIT

ADJUSTABLE DOWNLIGHT

RECESSED LED TROFFER

EM HEADLIGHT

DECORATIVE PENDANT

DECORATIVE SWAG CHANDELIER

DECORATIVE PENDANT

EXTERIOR SCONCE

EXTERIOR DECORATIVE LIGHT PENDANT

EXTERIOR DOWN LIGHT FOR ARTWORK

EXTERIOR RECESSED LED

EMERGENCY LIGHT

EXTREME ENVIRONMENT LENSED & GASKETED FIXTURE

EXTERIOR MOUNTED LIGHT FIXTURE

LF-2

LF-1

LF-3

EM-2

LF-9

LF-10

LF-12

LF-13

LF-14

LF-16

EM-1

LF-20

EX-1

LF-5A

LINEAR RECESSED MENU BOARD LIGHTING

SURFACE MOUNTED STRIP LIGHTLF-19

EXTERIOR LIGHTINGLF-15

LF-17

DISPLAY SPOTLIGHT

LF-6 DECORATIVE STRIP LIGHTING

LF-7

LF-8

LF-11A DECORATIVE PENDANT

LF-11B DECORATIVE PENDNT

LF-21 RECESSED LED TROFFER

LF-22 SURFACE MOUNTED STRIP LIGHT

ALL THREADSUPPORT PER DETAIL 2/A1.40

5/8" TYPE 'X' GYP. BD.BOTH SIDES

2x STUDS-SIZE & SPACINGPER PLAN

STAINLESS STEEL HOOD-PERMECHANICAL PLAN SHT. M1

TOP OF HOOD

1" SHT. MTL. SCREWS AT 16" O.C.

5 1/4" x 3/8" LAG BOLT W/1" O.D. WASHER

GALV. HAT CLIP SPACERCONTINUOUS AT BACK OF HOOD& SIDE WHERE HOOD ABUTS WALL.

4x6 BLOCKING - ATTACH TOSTUDS W/ AS REQUIRED FORHAT CLIP BACKING

1/4" BEND W/2-1/2" MB

TOP CHORD OF TRUSS

DOUBLE 2x BLOCKING BETWEENTRUSSES - USE SIMPSONPF26A HANGERS

1/4"x3"x3" METAL ANGLE 6" LONGATTACHED W/ (2) 1/2" DIA. BOLTS

1/2" ALL THREAD W/DOUBLENUTS AT EACH END

HOOD

EXISTING CHANNEL BY HOODMANUFACTURER

SEISMIC CABLES (TYP. @ ALLCORNERS)


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A4.10

XXXXX

BID & PERMIT

XX-XX-XX

REFLECTEDCEILING PLAN

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1/4" = 1'-0"3

REFLECTED CEILING PLAN

GENERAL NOTES


201 GC TO PROVIDE J-BOXES FOR CANOPY AND J-BOXES FORSIGNAGE.

204 FOR SUSPENDED CEILING SEE DETAIL 6, 7 & 9/A4.11.

206 BULKHEAD AT 7'-0" INTERIOR AND AT 10'-0" ATSTOREFRONT.

210 EXHAUST HOOD.

212 AIR CURTAIN TO BE DOOR ACTIVATED.

220 CONTINUE CEILING TILE UNDER DECORATIVE BEAMS.PAINT GRID AND TILE BLACK WITHIN FOAM BEAMS.

221 FOAM BEAM BY VENDOR.

222 CEILING-MOUNTED MONITOR RE: K-DRAWINGS.

1" = 1'-0"1

HOOD CONNECTION 1 1/2" = 1'-0"

2HOOD ATTACHMENT

REVISIONS


+ 11' - 2"B.O. TRUSS

+ 9' - 2"+ 9' - 2"

B.O. SOFFIT

ENTRY CEILING FEATURE BY VENDOR, INSTALLED BY VENDOR

CL-1CL-1

6' - 3 3/8".

GRID-TO-GRID

6' - 0"

T-GRIDPIN WHEEL BY VENDOR

SINGLE TRACK LIGHTING RE: ELEC.

2' - 0" 2' - 0" 2' - 0"

T-GRID

WOOD TRIM BY VENDOR

PT-4

PT-4

A4.11

3

2

A4.1110

' - 1

" VER

IFY

IN F

IELD

VERIFY IN FIELD

2X2 LAY-IN CEILING

PIN WHEEL PANELS BY VENDOR

PREFERRED NO VISIBLE CONNECTORS

EQ

20' - 4 1/4".

EQ6'

- 3

3/8"

.EQ

GYP BD OVER SALSA BAR

3' - 5"

EQ

CEILING GRID TO ALIGN W/ WOOD TRIM

PT-4

PT-3

LAY-IN CEILING AND GRID; PAINT PT-4 THIS SIDE OF BEAM

FAUX BEAM COVER BY VENDOR

4X8 LIGHTWEIGHT FAUX WOOD BEAM. ATTACHMENT BY VENDOR

+ 9' - 10"

+ 9' - 8"

+ 10' - 6"

+ 11' - 0"

B.O. TRUSS

NO CORNER BEADS WHERE FAUX FOAM BEAM OCCURS. TYP.

TRANSITION FROM GRAY TO BLACK CEILING TILES TO OCCUR UNDER FAUX BEAM

BLOCKING BY VENDOR

CONECTIONN.T.S.

A

A2X BLOCKING BY VENDOR

ALL-THREAD ATTACHED TO UNISTRUT BY G.C.

LAY-IN CEILING AND GRID, PAINT PT-1

ALL-THREAD ATTACHED TO UNISTRUT BY G.C.

LAY-IN CEILING AND GRID; PAINT PT-1 THIS SIDE OF BEAM

1" MIN

.

3-1 1/2" X 9 GA. STAPLES OR3 STRONG HOLD 'U' NAILSAT EA. WIRE LOOP

ROOF STRUCTURE

WIRE HANGER OR BRACE(TYPICAL)

ROOF STRUCTURE

1/4" EYE SCREW W/ MIN.1 1/4" PENETRATION

CEILING GRIDMAIN RUNNER

3"MAX.

12 GAGE WIRE ATDIAGONAL CORNERS(STRUNG TIGHT-NOTENSION) FOR LIGHTFIXTURE SUPPORT TOSTRUCTURE

12 GAGE VERTICALSUSPENSION WIREAT 12'-0" O.C.

RECESSED LIGHTFIXTURE HOUSING

CEILING GRIDMAIN RUNNER

12 GAGE WIRE AT DIAGONAL CORNERS

UNDERSIDE OFSTRUCTURE

(1) LAYER5/8" TYPE "X"W.R. GYP.GYPSUM BOARD

2"ANGLE SUPPORT

6"

CONTINUOUS FRPJ-TRIMFINISH PERFINISH SCHEDULE

NOTE: CEILING AREAS GREATER THAN 2,500 SQUARE FEET SHALL BE BROKEN INTOAREAS NOT EXCEEDING 2,500 SQUARE FEET SEPARATED BY EITHER FULL- HEIGHTPARTITION WALLS OR SEISMIC JOINTS THAT ARE A MINIMUM OF 1.5 INCHES WIDE.

EACH AREA SHALL BE SEISMICALLY RESTRAINED, (ASCE 7 SECTION 13.5.6.2.2， ITEM D)

BOTTOM CHORDOF ROOF TRUSS

PROTECT SYRUP LINESFROM TRUSS ANGLES

BUNDLED SYRUP LINES

NOTE:SYRUP BUNDLE SUPPLIED BY K.E.C. & INSTALLED BY SODA VENDOR

+ 9' - 0"

CL-1

PT-4

+ 9' - 2"

T-GRID

CEILING ENTRY FEATURE PROVIDED AND INSTALLED BY VENDOR

WOOD TRIM BY VENDOR

GYP BD

3 1/2" METAL STUDS

PT-4

T-BAR PERMIMETER ANGLE

5/8" REVEAL BEAD PAINTED TO MATCH CEILING

W-3


Phone : 816-842-7552Fax : 816-842-1302



I


____________________________

PROJECT #

SHEET NUMBER

A4.11

XXXXX

BID & PERMIT

XX-XX-XX

REFLECTIVECEILING PLAN -

DETAILS

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1" = 1'-0"2

SECTION - ORDER AREA CEILINGPANELS

1/2" = 1'-0"1

PARTIAL REFLECTED CEILING PLAN -ORDER AREA CEILING PANELS

3" = 1'-0"8

DETAIL - WOOD BEAM AT DININGSOFFIT

3" = 1'-0"6

GRID SUSPENSION

1/2" = 1'-0"7

SUSPENDED FIXTURE

3" = 1'-0"9

CEILING TO PARTITION WALL

REVISIONS


3/4" = 1'-0"5

SYRUP LINES IN CEILING

3" = 1'-0"3

SALSA BAR SOFFIT

TL-5

TL-3

TL-5

TL-3

C-1

DINING

100

A5.10

6

A5.10

6

A5.10

6

A5.10

6

A5.10

6

A5.10

3

A5.10

6

A5.10

6

5

A5.10

4

A5.10

12

A5.61

703703

703703

TL-3

9

A5.10

9

A5.10

9

A5.10

A5.10

6

A5.10

6

A5.10

6

A5.10

6

A5.10

6

A5.10

6

A5.10

6

A5.10

6A5.10

6

SALSA BAR

100a

CUSTOMER PICK-UP

101

COOLER

107

STORAGE

106

OFFICE

105

WOMENS

110

MENS

111

VESTIBULE

113

WATER HEATER

114

701700

704

700

711

711

TYP TYP

TYP

TL-11

CUT BASE

TL-11

CUT BASE

TL-11

CUT BASE

TL-11

CUT BASE

TL-11

CUT BASE

TL-11

CUT BASE

TL-11

CUT BASE

TL-5

CUT BASE W/ SCHLUTER COVE

TL-5


TL-5


TL-11

CUT BASE

TL-11

CUT BASE

TL-11

CUT BASE

TL-11CUT BASE

710710

FRP-1

FRP-1

FRP-1

FRP-1

FRP-1

FRP-1

FRP-1

TL-3

TL-3

TL-5

FRP-1

FRP-1

708

708

FRP-1

LOW WALL

TL-1 FRP-2

FRP-2

FRP-2

FRP-2

705

TL-1

TL-2 BASE

TL-2 BASE

TL-2 BASE

TL-2 BASE

TL-2 BASE

SERVING

119

TL-5: +/- 1,518 SF

C-1: +/- 22 SF

TL-3: +/- 1,237 SF

XX FINISH KEY RE: FINISH SCHEDULE

TILE TAKEOFF

SEALED CONCRETE

TL-1

TL-2

TL-3

TL-4

TL-5/TL-11

22 SF +/-

59 SF +/-

81 LF +/-

1,237 SF +/-280 LF +/-

46 SF +/-

262 LF +/-

TL-781 LF +/-645 SF +/-

TL-5 1,518 SF +/-

CONT. CLEARSILICONE SEALANT(TYP.)

3/4" X 3/4" X 1/16" CORNERGUARD:- RADIAL-SANDED STAINLESS STEEL FOR KITCHEN AND HALLWAY- CLEAR ANODIZED FOR DININGFROM TOP OF BASE TO CEILINGSUPPLIED & INSTALLED BY FSEC

ISOMETRIC VIEW

6"U

P T

O C

EIL

ING

VER

IFY

1' -

0"

#14 REBAR RAIL BY OWNERVENDOR

CORE DRILL &SET IN POP-ROCK

FLOOR TILE AS SPECIFIED

1/4" GAP FOR GROUT INFILL

GROUT TO CONTINUE OVER CORE

WALL FRAMING

GYP. BD. W.R. GYP. BD. FOR WET LOCATIONS

1/2" CEMENT BACKER BD. TO 12" AFF

6" CONTINUOUS COVED WALL TILE W/ 3/8" RADIUS FOR KITCHEN AND RESTROOMS

FLOOR TILE THIN SETAS SCHEDULE

CONC. SLAB

FOR WALL FIN. SEE INTERIORELEV'S & FIN. SCHEDULE

SEE SCHEDULE FOR ALL FINISHES

48" DIA.

FLOOR BEYOND

SET DRAIN TO ALLOW FOR 1/2" QUARRY TILE FLOOR FINISH

1/4"

AT

RST

RM

S.

1/2"

AT

LITC

HEN

MAXIMUM 1/2" GRATE OPENING

SLOPESLOPE

FLOOR DRAIN PERPLUMBING DRAWINGSAND SPECIFICATIONS

CONCRETE FLOOR SLABPER FOUNDATION PLAN

1"

SET FLOOR SINK TO ALLOW FOR FLOOR FINISH PER FINISH PLAN

FILL GAP BETWEEN TILE AND FLOOR SINK WITH GROUT

HALF GRATE SHOWN -SEE PLUMBING FOR

EACH ACTUAL LOCATION

FLOOR SINK WITH BEEHIVE STRAINERPER PLUMBING DRAWINGS

GRATE PER PLAN

INDIRECT WASTE PIPING WITHAIR GAP PER HEALTH DEPT.

VERIFY W/ HEALTH DEPT. INSPECTOR IF ALL FLOOR SINKS MUST FLUSHWITH THE FLOOR AS SHOWN BELOW ORTO BE SET ABOVE FINISH FLOOR

A5.10

3

3' -

0"

VER

IFY

1' -

0"

#14 REBARBY VENDOR

MITER CORNERWHERE RAILINGRETURNS 90°

CORE DRILL &SET IN POP-ROCK

LEAVE 1/2" FOR GROUT INFILL

WHERE WALLTILE OCCURS

METAL STUD

NOTE: 16 GA. ST. CORNERGUARDS 2" X 2" VERIFY HEIGHT(8'-0" TYPICAL)

STAINLESS STEEL WALL GUARD PROVIDED AND INSTALLED BY STAINLESS STEEL BY VENDOR

STAINLESS CAP TO EXTEND TO COVER TILE EDGE WHERE OCCURS

CONCRETE

SCHLUTER TRANSITION PROFILERENO-RAMP, (AE FINISH)

THIN SET TILE(RE: SCHED.)

COVE TILE BASE

FLOOR TILE -KITCHEN & RESTROOM

OUTSIDE CORNER INSIDE CORNER

WALL TILE

MITER CORNERS OF TRIM PIECE

WALL TILE

WALL TILE DETAIL AT WING WALLSFLOOR TILE AT MILLWORK BASE

GENERAL TILE INSTALLATION NOTES

1. ALWAYS USE PRE MANUFACTURED INSIDE AND OUTSIDE CORNERS AT TILE BASE. 2. WHERE TILE MEETS VINYL WALL COVERING INSTALL WALL COVERING FIRST AND EXTEND A MINIMUM OF 6" BEHIND WALL TILE. 3. START WALL TILE PATTERNS WITH A FULL TILE AT FLOOR OR ABOVE BASE UNLESS NOTED OTHERWISE.

RIPPED FLOOR TILE FOR 4" BASE

MILLWORK (BY OTHERS) TO SIT ON CONCRETE FLOOR

AB

C

E

FLOOR TILE

2X P.T. PLATE

WALL FRAMING

GYP. BD.

SEALANT TO MATCH WALLCOLOR

CONC. SLAB

CUT TILE FOROVERALL HT. PERSCHEDULE SEEELEV.ALUM. SCHLUTERCOVE

POUREDCONC.FLOORING


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A5.10

XXXXX

BID & PERMIT

XX-XX-XX

FINISH FLOORPLAN & FINISH

DETAILS

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1/4" = 1'-0"1

FINISH FLOOR PLAN

1. USE SQUARE EDGE BEADS AT ALL SOFFITS AND VERTICAL WALL CORNERS. (U.N.O.)2. ALL INTERIOR FINISHES SHALL COMPLY WITH 2012 IBC FOR MATERIAL ADHESIVES & PAINTING COATING VOC

LIMITS (2012 IBC). INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN 2012 IBC. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION AND MEET THE REQUIREMENTS OF LOCAL AND STATE FIRE MARSHAL CODES.

3. ALL INTERIOR FINISHES SHALL NOT EXCEED A FLAME SPREAD CLASSIFICATION OF 200.4. WALL TILE GROUT SHALL BE SEALED BY G.C.5. FLOOR TILE GROUT WILL BE GREASE, OIL, ACID AND WATER RESISTANT.6. WALLS, FLOORS, AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN IBC TABLE

803.97. GROUND & FLOOR SURFACES ALONG ACCESSIBLE ROUTES & IN ACCESSIBLE ROOMS & SPACES, INCLUDING

FLOORS, WALKS, RAMPS, STAIRS, & CURB RAMPS, SHALL BE STABLE, FIRM & SLIP-RESISTANT.8. FOR HEALTH DEPT. NOTES, SEE CS4.9. DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH 902.2 AND 902.3. EXCEPTION: DINING

SURFACES AND WORK SURFACES FOR CHILDREN'S USE SHALL BE PERMITTED TO COMPLY WITH 902.4.10. DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND BOOTHS.

EXAMPLES OF WORK SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS, STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON COUNTERS, AND WHERE COVERED BY THE ABA SCOPING PROVISIONS, EMPLOYEE WORK STATIONS.

1. EXTERIOR PAINT SHALL BE ACRYLIC SEMI-GLOSS FINISH. SEE SPECIFICATIONS FOR DETAIL.2. INTERIOR WALL PAINT SHALL BE EGG SHELL U.N.O. SEE SPECIFICATIONS FOR DETAIL.3. INTERIOR SOFFITS SHALL BE EGG SHELL FINISH U.N.O. SEE SPECIFICATIONS FOR DETAIL.4. INTERIOR CHAIR RAIL TRIM AS OCCURS AND LOW WALL CAP SHALL BE EPOXY SEMI-GLOSS FINISH IF

LAMINATE & SOLID SURFACE MATERIAL IS NOT OTHERWISE SPECIFIED. SEE SPECIFICATION FOR DETAIL.5. DOOR FRAMES AND OTHER MISCELLANEOUS METAL SHALL BE ACRYLIC SEMI-GLOSS ENAMEL U.N.O. SEE

SPECIFICATIONS FOR DETAIL.6. EXTERIOR SIDE OF EXTERIOR HOLLOW METAL DOORS AND DOOR FRAMES TO MATCH EXTERIOR BUILDING

BODY COLOR.

FINISH NOTES

PAINT FINISH NOTES

FINISH MATERIAL TAKEOFF & SYMBOL LEGEND


700 START POINT OF FULL FLOOR TILE. FULL GROUTUNDER TRANSITIONS.

701

703 FLOOR TILE TO RUN COMPLETELY UNDER ALLSTAINLESS STEEL CABINETRY.

704 APPLY FRP TO WALLS BEHIND STAINLESS STEELEQUIPMENT.

705 STAINLESS STEEL WALL FINISH BY FSEC BEHINDFRYER. SEE K SERIES FOR MORE INFO

706 FINISH SIDE OF DIVIDER WALL AT DINING WHEREVISIBLE.

707 STAINLESS STEEL WALL FINISH BY FSEC AT MOPSINK AND TUMBLER SINK. SEE K SERIES FOR MOREINFO

708 EXPOSED FACE OF WALK IN COOLER TO REMINA -GC RESPONSIBLE TO PROTECT DURINGCONSTRUCTION. ANY DAMAGE TO WIC WILL BE THESOLE RESPONSIBILITY OF THE GC UNTIL TURNOVERTO EPL OPERATIONS

710 BR-1 SOLDIER COURSE BASE PROVIDED ANDINSTALLED BY GC.

711 TL-7 WALL TILE AS BASE WITH SCHLUTER COVEWHERE ALLOWED BY AJH - USE TL-2 AS ALTERNATEONLY WHEN REQUIRED.

1 1/2" = 1'-0"6

CORNER GUARDS

1 1/2" = 1'-0"3

QUEUE RAIL CORE

3" = 1'-0"7

COVE BASE

1 1/2" = 1'-0"4

FLOOR DRAIN

1" = 1'-0"5

FLOOR SINK 3/4" = 1'-0"

2ELEVATION - QUEUE RAIL #MTL1

REVISIONS


6" = 1'-0"11

DETAIL - ST. STL. END CAP

6" = 1'-0"9

TILE TO CONCRETE TRANSITION DETAIL

3" = 1'-0"8

SCHLUTER COVE BASE

UPDATE

WHEN CA

A5.60

16

A5.60 109

3

2

A5.60 1415

12

13

A5.60

7

11

6

A5.604 5

1

8

17

101

102

105

104

103

107

108

106

AR1 A

PT-4PT-4

W-2 PT-3

AR1 B

ALIGN

W-2

EQEQ EQ

5' -

10"

5' -

10"

PT-3 101

TL-11

PT-4

WD-1

TYP. @ DINING

PT-4

MF-2

AR1 E

CENTER ART BETWEEN SODA TOWER AND STOREFRONT

5' -

10"ALIGN

PT-3

W-2

2' -

6"

W-3

TL-11TL-5

9' -

0" B

.O. B

EAM

OPEN TO ORDER AREA

OPEN TO ORDER AREA

A4.11

85

A5.62

DECORATIVE GLASS PANELS AND WALL CAP BY VENDOR. G.C. TO PROVIDE AND INSTALL LOW WALL AND BRICK VENEER.

MF-1 BK-1

W-2

PT-3

W-3

PT-4

W-3 PT-4 GYP. BD. SOFFIT BEYOND

PT-4 SS-1 SS-1FT-11 FT-11

W-2

PT-3W-2PT-3

PT-4

AR1 D

5' -

10"

PT-4

3' -

0"

ALIGN

AR1 C

EQ EQ

TL-5 TL-11

SALSA BAR WW#5

PT-4

6' -

8"2'

- 4"

OPEN TO HALLWAY

14

A5.61

MF-1

1 1/4" NAIL HEAD

T-4

FULL TILE

ADJUST STILE TO FIT FULL TILES. NO CUT TILES

W-1

SS-1W-3

109' - 0"

6

A5.10AR1 F

5' -

6"

MENU BOARD

TYP

2' - 0"

2' -

10"

OPEN TO KITCHEN

PT-4

2' - 0"

TL-5W-1

1' -

5"

TL-5 TL-11

TL-1

SS-1

WALL TILE

PT-5

DECORATIVE METAL CEILING PANEL BY VENDOR, INSTALLED BY G.C.

WD-1T-4

GL-5

MF-2

TOP & SPLASH

STILES & SIDES

SNEEZE GUARD BUTT JOINTED GLASS TO BE 1/2" TEMPERED W/ POLISHED FLAT EDGES, TYP.

PRE-PRINTED CHICKEN HEAD

MURAL VENDOR, INSTALLED BY G.C.

G.C. TO PROVIDE BACKING THIS WALL FOR FUTURE USE. SEE A7.00

A4.11

2

AR4

FRP-1

T-5

10' - 1"

OPEN TO DINING AREA

OPEN TO DINING AREA

BK-1 MF-1

5

A5.62

C6X13 STEEL CHANNEL CAP

DECORATIVE GLASS PANELS AND WALL CAP BY VENDOR. G.C. TO PROVIDE AND INSTALL LOW WALL AND BRICK VENEER. RE: 1/A5.62.

SS-1

MF-1PT-3

W-2

PT-4

MF-1

TL-5

W-2

PT-3

PT-4

ALIGN

102

TL-11

A4.11

8

A5.63

2

NOTE:CEILING BEAM & BOOTH PARTITION TO ALIGN (VERIFY IN FIELD)

AR1 B

W-3 W-3 PT-1

WOOD TRIM (BEYOND)

4X8 WOOD BEAM

GYP. BD. (BEYOND)

AR1 A

WALL BY VENDOR

110' - 3"

ALIGN

PT-3

PT-4EQ EQ

5' -

10"

W-3

EQ

PT-3

PT-4

FT-11

TYP

7' -

0"

2

A5.63

W-3PT-1 GYP. BD.

BEYOND

WALL BY VENDOR. G.C. TO INSTALL

A4.11

8 A5.60

7BOOTH PARTITION WW#2

PT-4

MF-1

PL-3MF-2

AR1 E

CENTER ART BETWEEN SODA TOWER AND STOREFRONT

5' -

10"

PT-4

ALIGN

PT-3

W-2

3' -

0"

TL-5TL-11

LASER CUT METAL PANEL BY OWNER

W-1

WD-1

W-2 WOOD CAP

1X4 AT 45° DIAGONAL W/ 1/4" REVEAL

WOOD END CAP

2X3 WOOD FRAME, WIRE BRUSHED,W/ STREET MTL. BACK FOR MAGNETIC SIGNAGE.

W-3

#12 REBAR WELDED TO FLOOR FLANGE, SATIN CLEAR COAT FINISH. (PROVIDE SAMPLE TO HDG PRIOR TO FABRICATION)

PENDANT LIGHTS @ +7'-0" A.F.F.

OVER CENTER OF TABLE. VERIFY

WITH APPROVED SEATING PLAN.

TYP.

3/8" VERT. REVEAL, TYP.

NOTE: ALL BOOTH PARTITIONS BY

MILLWORK VENDOR,

INSTALLED BY GC.

HOT DIPPED GALVANIZED FLOOR FLANGE SECURED TO RAFTER &

LOW WALL CAP, SATIN CLEAR COAT FINISH (PROVIDE SAMPLE

TO HDG PRIOR TO FABRICATION)

FT-11

FRP-1

TL-3

PT-6

BOTH SIDES

POS CABINET

108

30"x30"x12" WALL

CABINET AND SHELVES BY

G.C.

FRP-1

TL-37

A5.10

2' - 6"

3' -

2"

CLR

1' -

3"

14"x18" SHELF

POS CABINET

24" DEEP COUNTER

TL-37

A5.10

FRP-1

FRP-1

TL-3

24" DEEP COUNTER

14"X18" SHELF

30"x30"x12" WALL CABINET AND SHELVES BY G.C.

2' -

6"1'

- 3"

PT-3


AR1 G

PT-4

5' -

10"

4' - 6"

TL-11

103

AR1 H

SS-1

PT-4

5' -

10"

PT-3

EQ

105

TL-11


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A5.60

XXXXX

BID & PERMIT

XX-XX-XX

ELEVATIONS &DETAILS -INTERIOR

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1/4" = 1'-0"15

DINING AREA/BEV. BAR-D

1/4" = 1'-0"13

DINING AREA/BEV. BAR-B

1/4" = 1'-0"14

DINING AREA/BEV. BAR-C

1/4" = 1'-0"12

DINING AREA/BEV. BAR-A

1/4" = 1'-0"10

CUSTOMER PICK-UP AREA-D

1/4" = 1'-0"3

CUSTOMER PICK-UP AREA-B

1/4" = 1'-0"9

CUSTOMER PICK-UP AREA-C

1/4" = 1'-0"2

CUSTOMER PICK-UP AREA-A

1/4" = 1'-0"6

CENTER DINING-A

1/4" = 1'-0"11

CENTER DINING-C

1/4" = 1'-0"7

CENTER DINING-B

1/4" = 1'-0"1

OFFICE-A 1/4" = 1'-0"

4OFFICE-B

1/4" = 1'-0"5

OFFICE-C 1/4" = 1'-0"

8OFFICE-D

KEY PLAN

REVISIONS


1/4" = 1'-0"16

HALLWAY-A 1/4" = 1'-0"

17HALLWAY-B

A5.61

6

A5.618A5.61

2

1

5

4

11

7

10

3

A5.6116 9

15

101

102

105

104

103

107

106

108

TL-3 TL-37

A5.10

SAFE

U/C REFRIG.

BAGS

G.C. TO PROVIDE (2) 2"W. x 16" L x 3/4" D RUNNERS @ 16" O.C.

TL-3

G.C. SHALL PROVIDE 1 1/2" DIA. GROMMETS THRU COUNTER FOR POS LINES HOLES SHALL BE FILED LOCATED. G.C. TO PROVIDE BLACK TRIM RINGS

SCREW CUP HOLDER TO COUNTER PLYWOOD SUBSTRATE

SS COUNTERTOP

MF-2

MOUNT (1) CASH DRAWERS TO COUNTER PLYWOOD SUBSTRATE

TL-1

TL-1 FRP-1

FRP-1

TL-37

A5.10

GLOVE BOX

G.C. SHALL PROVIDE 5/8" PLYWOOD BACKING AS SHOWN. INCLUDE SIDE WALL. SEE A7.00 BACKING PLAN

FRP-1

TL-3

HOODSS-1

FRP-1

TL-3

SEE WINDOW SCHEDULE FOR CORRECT DIVE-THRU WINDOW USED

A5.61

13

OPEN TO

WORK AREA

7

A5.10

FRP-2

SS CORNER GUARDS TYP. W/ FRP AT JAMBS AND HEADER

TL-3

SS-1

RFP-1

OPEN TO

WORK AREA

SUBWAY TILE PATTERN. REFER TO FINISH PLAN.

TL-3

FRP-1 FRP-1

TL-1

FRP-2

PT-67

A5.10

A5.61

14

SOFF

IT

7' -

0"

SUBWAY TILE PATTERN W/ BLACK SCORE LINES THIS WALL ONLY

103

FRP-1 FRP-1

7

A5.10

TL-3

SS-1

VERTICAL METAL COVER AT COOLER BY VENDOR

FRP-1

TL-37

A5.10

TL-3

FRP-1

7

A5.10

FIAT TERRAZZO MOP SINK 12" DEPTH CONTINUOUS MODEL TSB700. RE: MEP DRAWINGS.

SEALANT

1/2" LAYER OF MORTAR BED

STAINLESS STEEL CAPS ON ALL CURBS

SEALANT

FLASHING

FRP OR STAINLESS STEEL. RE: INTERIOR ELEVATION.

PLYWOOD BACKING

1' -

0"

COVE BASE

SEALANT

BACKER BOARD4"8' - 6"

ABOVESLAB

7' - 6"

ABOVESLAB

ROOF DECK

DRILL HOLEAT CENTER OFDOUBLE 4X6

FLANGE SCREWEDTO 4X6 WITH(4) 1/4" SCREWS

4X 6 W/HANGER

MOUNTINGESCUTCHEON

3/4" PIPECOUPLING

1 1/4"CHROMEPLATED TUBE

CEILING

1 1/4" ESCUTCHEONBY P.O.S. INSTALLER

3/4" I.P.S. PIPEBY G.C.

MONITOR ASSEMBLYBY P.O.S. INSTALLER

NOTE: BRACING BY VENDOR VERIFY LOCATIONS WITH P.O.S. EQUIPMENT INSTALLER

SUPPORT POST BY POS INSTALLER

+ 7' - 0"

MAGNETIC MENUSIGNAGE BY OTHERS

+ 9' - 2"

LAY-IN CEILING, RE: RCP

METAL CABINET MENU BOARD TO BE PROVDED AND INSTALLED BY OWNER'S VENDOR

+ 9' - 0"

HOOD RE: MECHANICAL

SOFFIT OVER ORDER COUNTER

THREADED ROD TO FRAME

TL-37

A5.10

FRP-1SS-1SS-1

SS-1

TL-3

12

A5.61

FRP-1

ON (3) SIDES

CHEM RACK ABOVE MOP SINK. SUPPLIED BY OWNER AND INSTALLED BY G.C.

SS-1

PT-6TL-3

FRP-1

FRP-1

7

A5.10

108

FRP-1

TL-3

EXIT SIGNCLG MTD

AIR CURTAIN TO BE DOOR ACTIVATED

7

A5.10

107


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A5.61

XXXXX

BID & PERMIT

XX-XX-XX


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INTERIOR NOTES

1. REGARDING NEW CEILING/ WALL-HUNG EQUIPMENT/ SECURITY & TV MONITORS, BUILT-IN MILLWORK/ CASEWORK COUNTERTOP EXTENSIONS, EXTERIOR AND/ OR INTERIOR WALL-MOUNTED SCONE LIGHT FIXTURES, DRINKING FOUNTAINS NOT SET BACK WITHIN AN ALCOVE (MAY NEED A VERTICAL CANE-DETECTION "SKIRT" ON THE REGULAR-HEIGHT FIXTURE), ECT. THAT MAY BE HAZARDS ALONG ACCESSIBLE ROUTES (AS MAY BE APPLICABLE).

2. VERTICAL CLEARANCE SHALL BE 80 INCHES HIGH MINIMUM. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE LOCATED 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

EXCEPTION: DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

3. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH.

EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4 1/2 INCHES MAXIMUM.

ADVISORY 307.2 PROTRUSION LIMITS. WHEN A CANE IS USED AND THE ELEMENT IS IN THE DETECTABLE RANGE, IT GIVES A PERSON SUFFICIENT TIME TO DETECT THE ELEMENT WITH THE CANE BEFORE THERE IS BODY CONTACT. ELEMENTS LOCATED ON CIRCULATION PATHS, INCLUDING OPERABLE ELEMENTS, MUST COMPLY WITH REQUIREMENTS FOR PROTRUDING OBJECTS. FOR EXAMPLE, AWNINGS AND THEIR SUPPORTING STRUCTURES CANNOT REDUCE THE MINIMUM REQUIRED VERTICAL CLEARANCE. SIMILARLY, CASEMENT WINDOWS, WHEN OPEN, CANNOT ENCROACH MORE THAN 4 INCHES INTO CIRCULATION PATHS ABOVE 27 INCHES.

4. INTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL COMPLY WITH 307.

EXCEPTIONS:

5. WITHIN AREAS OF SPORT ACTIVITY, PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL NOT BE REQUIRED TO COMPLY WITH 307 PROVIDED THAT GROUND LEVEL ACCESSIBLE ROUTES PROVIDE VERTICAL CLEARANCE IN COMPLIANCE WITH 1008.2.

6. PLEASE VERIFY COMPLIANCE ACCORDINGLY PRIOR TO THE REQUIRED ON-SITE ACCESSIBILITY/ USABILITY INSPECTION.

7. PARTS ON ACCESSIBLE ELEMENTS, ACCESSIBLE ROUTES, AND IN ACCESSIBLE ROOMS AND SPACES SHALL COMPLY WITH 309. CONTROLS COVERED BY 205.1 INCLUDE, BUT ARE NOT LIMITED TO, LIGHT SWITCHES, CIRCUIT BREAKERS, DUPLEXES AND OTHER CONVENIENCE RECEPTACLES, ENVIRONMENTAL AND APPLIANCE CONTROLS, PLUMBING FIXTURE CONTROLS, AND SECURITY AND INTERCOM SYSTEMS.

EXCEPTIONS:

A. OPERABLE PARTS THAT ARE INTENDED FOR USE ONLY BY SERVICE OR MAINTENANCE PERSONNEL SHALL NOT BE REQUIRED TO COMPLY WITH 309.B. ELECTRICAL OR COMMUNICATION RECEPTACLES SERVING A DEDICATED USE SHALL NOT BE REQUIRED TO COMPLY WITH 309.C. WHERE 2 OR MORE OUTLETS ARE PROVIDED IN A KITCHEN ABOVE A LENGTH OF COUNTER TOP THAT IS UNINTERRUPTED BY A SINK OR APPLIANCE, ONE OUTLET SHALL NOT BE REQUIRED TO COMPLY WITH 309.D. FLOOR ELECTRICAL RECEPTACLES SHALL NOT BE REQUIRED TO COMPLY WITH 309.E. HVAC DIFFUSERS SHALL NOT BE REQUIRED TO COMPLY WITH 309.F. EXCEPT FOR LIGHT SWITCHES, WHERE REDUNDANT CONTROLS ARE PROVIDED FOR A SINGLE ELEMENT, ONE CONTROL IN EACH SPACE SHALL NOT BE REQUIRED TO COMPLY WITH 309.G. CLEATS AND OTHER BOAT SECUREMENT DEVICES SHALL NOT BE REQUIRED TO COMPLY WITH 309.3.H. EXERCISE MACHINES AND EXERCISE EQUIPMENT SHALL NOT BE REQUIRED TO COMPLY WITH 309.

1/4" = 1'-0"2

WALK-IN COOLER-B 1/4" = 1'-0"

1WALK-IN COOLER-A

1/4" = 1'-0"11

KITCHEN-D

1/4" = 1'-0"7

KITCHEN-B

1/4" = 1'-0"10

KITCHEN-C 1/4" = 1'-0"

6KITCHEN-A

1/4" = 1'-0"8

WORK AREA-C

1/4" = 1'-0"5

WORK AREA-B 1/4" = 1'-0"

4WORK AREA-A

KEY PLAN

1 1/2" = 1'-0"12

MOP SINK

3/4" = 1'-0"13

MONITOR MOUNTING

REVISIONS


3" = 1'-0"14

MENU BOARD

1/4" = 1'-0"3

WALK-IN COOLER-C

1/4" = 1'-0"16

WORK AREA-F

1/4" = 1'-0"15

WORK AREA-E

1/4" = 1'-0"9

WORK AREA-D

3' - 11 1/2" 2" 7' - 10" 2" 3' - 11 1/2"

1" EQ. 1" EQ. 1" EQ. 1" 1" EQ. 1" EQ. 1" EQ. 1" EQ. 1" EQ. 1" EQ. 1" 1" EQ. 1" EQ. 1" EQ. 1"

ROOM DIVIDER WALL BY

VENDOR. GC TO INSTALL LOW

WALL FRAMING, BRICK CENEER,

CAULK AND SEAL

GLASS FINISH LEGEND

9' -

0"BY

G.C

.

3' -

9"

BY V

END

OR

5' -

3"

OPEN

OPEN OPEN

A5.62

4

A5.62

3

3

A5.62

4

A5.62

5

A5.62

GL-1 GL-2 GL-3 GL-4 GL-6

GROUT 1/4" GAPS AFTER VENDOR INSTALL

17' - 1" G.C.LOW WALL

A5.62

9

7

A5.62

8

A5.62

A5.62

9

16' - 5"

17' - 9"

NOTE: GC IS RESPONSIBLE FOR COORDINATING ALL DIMENSIONS AND CLEARANCES REQUIRED WITH OWNER VENDOR TO ENSURE SMOOTH INSTALLATION.

1/2 X 1/2 X 3/32 STEEL ANGLE GLASS STOP - TYP.

1 X 2 X .060STEEL TUBEMULLION - TYP.

FOR GLASSTYP. SEE

2 X 4 X .090 STEEL TUBE JAMB - TYP.

C6 X 13 STEEL CHANNEL SILL -TYP.

THINSET BRICK VENEER

A5.61

1GL-

MF1

MF1

MF1

MF1

BK1

SEALANT BY GCSEALANT

1/2 X 1/2 X 3/32 STEEL ANGLE GLASS STOP -TYP.

1 X 2 X .060 STEEL TUBE MULLION - TYP.

FOR GLASSTYP. SEE


A5.61

1

MF1

MF1

MF1

GL-



FOR GLASSTYP. SEE

GL-

MF1

MF1

A5.61

1

5' -

3"

1' -

1 1/

2"2

1/2"

1' -

1 1/

2"2

1/2"

9' -

0"

A5.62

6

A5.62

4

A5.62

2

2x3 RIPPED STUDS AT16" O.C. W/ 3/4"WONDER BOARD EA. SIDE

GC TO SUPPLY AND INSTALLTHINSET BRICKVENEER BOTH SIDES

9' - 0" A.F.F.

GC TO SUPPLY AND INSTALL THINSET BRICKSOLDIERS COURSE VENEER BOTH SIDES. SET ON TOP OF TILE FLOOR FINISH

BK-1

BK-1

7 1/

2"

FINISHED

5"

3' -

8 1/

4" T

O S

TUD

1/2"

FRO

M T

OP

STO

P BR

ICK

GC

OWNER/ VENDOR

FLOOR TILE FINISH PER SCHEDULE

CONCRETE SLAB



FOR GLASS TYP. SEE


MF1

MF1

MF1

GLA5.61

1

SEALANTSEALANT

GC

OWNER/ VENDOR

1/2 X 1/2 X 3/32 STEEL ANGLE GLASSSTOP - TYP.

1 X 2 X .060 STEEL TUBE MULLION -TYP.

FOR GLASS TYP. SEE


VERTICAL STEEL TUBE POST SUPPLIED AND INSTALLED BY OWNER VENDOR

A5.61

1

MF1

MF1

MF1

GL-

MF-1

THINSET BRICK VENEEREACH SIDE OF WALL


MF-1

SOLDIER COURSE AT BOTTOM


LINE OF STEELCHANNEL ABOVE

THINSET BRICK VENEEREACH SIDE OF WALL

3/4" WONDERBOARDEACH SIDE OF WALL

MF-1106 West 11th StreetSuite 1900Kansas City, Missouri 64105

Phone : 816-842-7552Fax : 816-842-1302



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SHEET NUMBER

A5.62

XXXXX

BID & PERMIT

XX-XX-XX


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3/4" = 1'-0"1

PLAN & ELEVATION - ROOM DIVIDERWALL, WW#4

6" = 1'-0"2

DETAIL - STL. CHANNEL CAP

6" = 1'-0"3

DETAIL - STL. WINDOW FRAME MULLION 6" = 1'-0"

4DETAIL - STL. WINDOW FRAME

1 1/2" = 1'-0"5

SECTION - ROOM DIVIDER WINDOWWALL

6" = 1'-0"6

DETAIL - STL. WINDOW FRAME HEAD 3" = 1'-0"

7

DETAIL - STL. WDW. FRAME AT WD.COL.

3" = 1'-0"9

DETAIL - WD. COL. BASE/HEAD

3" = 1'-0"8

DETAIL - LOW WALL AT WD. COL.

REVISIONS


3' -

6"

9' -

8"

3' -

7 1/

2"

1/2" TYP.

DIAGONAL 1X4 AT 45° W/ 1/4" GAP BETWEEN BOARDS BOTH SIDES OF PARTITION

PLYWOOD SUBSTRATE,PAINT BLACK

THREADED ROD, WELDED TO REBAR. CUT ROD TO PROPER LENGTH TO FIT CAP NUT.

WOOD FACE FRAME

14GA. STEEL PATTERN

#12 REBAR WELDED TO FLOOR FLANGE, SATIN CLEAR COAT FINISH. (PROVIDE SAMPLE TO HDG PRIOR TO FABRICATION)

HOT DIPPED GALVANIZED FLOOR FLANGE SECURED TO RAFTER & LOW WALL CAP, SATIN CLEAR COAT FINISH (PROVIDE SAMPLE TO HDG PRIOR TO FABRICATION)

2X SOLID STOCK WOOD CAP W/ EASED EDGES

+ 2' - 6"T.O. TABLEA.F.F. TYP.

2"

109'-8"

110'-6"

10"

109'-10"

LIGHT FIXTURES RE: ELECTRICAL

2' - 0 1/2" 2' - 7" 3' - 2" 2' - 7" 2' - 0 1/2"

12' - 5"

6"

DASHED LINE OF LOWWALL BELOW CAP

LARGE DASHED LINE OF METAL FAME FORSIGNAGE ABOVE

FLOOR FLANGE SECURED TORAFTER & LOW WALL CAP,

27x42 24x27

24x30

A5.60

7

2' - 6"

2' - 6"T.O. TABLEA.F.F. TYP.

27x42

2' - 6"

24x30

2' - 6"

T.O. TABLEA.F.F. TYP.

MF-1

ALL WORK TO BE BY OWNER'S MILLWORK VENDOR. GC TO INSTALL TILE BASE AT LOW WALL AFTER VENDOR COMPLETES INSTALL.

WALL PROVIDED BY MILLWORK VENDOR.

BOOTH-TYPE DINING ON THE SIDE AND IN THE CENTER OF THE NEW RESTAURANT - ALL AT HIGH 30" ABOVE FINISHED FLOOR (AFF.) TABLES AND 18" CHAIRS. IF THE NOTED SEATING IS FIXED, VERIFY THAT AT LEAST A 5% PORTION OF THE FIXED DINING TABLE SURFACES IN THE MULTIPLE DINING OPPORTUNITY AREAS FULLY COMPLY REGARDING THE TABLE MOUNTED AT A MAXIMUM 34" AFF. - DO NOT DENY ACCESS BY PEOPLE WITH DISABILITIES (I.E. - ARE NOT MOUNTED TOO HIGH AND ALLOW THE MINIMUM FRONT APPROACH ARM-RESTS/ KNEE/ TOE SPACE CLEARANCES REQUIRED. PLEASE VERIFY COMPLIANCE ACCORDINGLY PRIOR TO THE REQUIRED ON-SITE ACCESSIBILITY/ USABILITY INSPECTION.

DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH 902.2 AND 902.3. EXCEPTION: DINING SURFACES AND WORK SURFACES FOR CHILDREN'S USE SHALL BE PERMITTED TO COMPLY WITH 902.4.

DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS, STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON COUNTERS, AND WHERE COVERED BY THE ABA SCOPING PROVISIONS, EMPLOYEE WORK STATIONS.

A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE PROVIDED.

THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM AFF.

FURNITURE NOTE

2"X P.T. SILL PLATE

ANCHOR BOLT PER STRUCT.DWG.

WATER RESISTANT GYP. BOARD

WALL PER PLAN

FINISH PER INTERIORELEVATIONS

5/8" DUROCK TO 12" ABOVE SLAB

CONT. "J" MOLD TRIM TO MATCH FINISH (FRP @ FRP, STAINLESS @ STAINLESS)

6" HIGH COVE BASE W/ 3/8" R

FLOOR TILE PER PLAN

1/2"

1 1/

2"

WALL PER PLANS

CONT. BEAD OF CLEAR SILICONE SEAL AFTER INSTALLATION OF WALL PANELS AND BASE

CONCRETE SLAB

1' -

0"

GYP. BOARD PAINTED

1/2" 1/4"

3/4"

1/4"

2 1/

4"

2 1/

2"

1X3 SOLID STOCK CHAIR RAIL PROVIDED AND INSTALLED BY OWNER VENDOR

GYP. BOARD PAINTED

PT4

W3

PT3

2' - 6"

SIMPSON DTC ROOF TRUSS CLIP ON BOTH SIDES

6" M

IN.

5/8"

GYP

. BD

. U.O

.N.

4' -

0"

5/8"

PLY

WO

OD

4' -

0"

5/8"

GYP

. BD

.

2' -

6"

VAR

IES

( SEE

INT.

ELE

VATI

ON

S )

1' -

6"

A5.63

5

SEE INTERIOR. ELEV.FOR FINISHES

UTILITY AND/ORDISPLAY SHELVINGSEE KITCHEN DWG'SFOR TYPE, QTY. &LOCATIONS.

SEE INT. ELEV. SHEETSFOR BASE TYPES

ROOF TRUSSES, TYP.

CLR

.1"

METAL STUD WALLS AT INTERIOR, TYP.

INTERIOR VIEW

SEE WINDOW SCHEDULE FOR PROPER DRIVE THRU WINDOW. VERIFY TYPE PRIOR TO ORDERING AND INSTALLING.

4' - 0"

OPENING

18" MAX. FOR

PLAN VIEW

EXTERIOR

INTERIOR TYPE"E"

CENTER J-BOXON ACTIVE LEAF

1/2" PLYWOOD

2X6 STUD

STUCCOEXT. FIN.

5/8" GYP. BD.

SEE WINDOW SCHEDULE FORAIR CURTAIN LOCATION/INFO.

NOTE: ACTIVE LEAF SHALL BE ON THE KITCHENSIDE OF THE BUILDING (SIDE AWAY FROM THEDINING ROOM). G.C. TO CONFIRM DIRECTIONWITH SUB-CONTRACTOR PRIOR TO ORDERING

3' - 7 3/4"

RO

UG

H O

PEN

ING

1' -

0"

1 1/

2" S

HEL

F

NO

MIN

AL

5' -

0"

3' - 8"

36" T

O F

INIS

H O

FIN

TER

IOR

FLO

OR

SEE WINDOW SCHEDULE FOR AIR CURTAINLOCATION & INFO.

EQ EQ

SEALANTSEALANT

5/8" TYP "X"GYP. BD.

PAINT PERFIN, SCHED.

PLYWD.(SEE STRUCT.)

METAL CORNERBEAD TYP.

5/8" TYPE "X"GYP. BD.

DRIVE-IN PASSTHRU METALWINDOW HEAD

CLEAR GLASS(SEE SCHED.)

6"X WOOD HEADER(SEE STRUCT.)

SHIM AS REQUIRED

TILE OVER PLYWOOD

FINISH STOP ANDFLASHING

CAULKINGAND BACKER ROD

Z-METAL FLASHINGAT HEAD

4"

1"

1/2"

1/4"

SEALANT

INTERIOR

2 1/

2"

SS SHELF DRIVE-IN PASSTHRU WINDOW

EXTERIOR

TILE OVER PLYWOOD

BATTINSULATION

5/8" CDXW/ FRP FINISH

2-2X DBL.PLATE(SEE STRUCT.)

2X STUD WALL(SEE STRUCT.)

36"

A.F.F.

INTERIOREXTERIOR

SS SHELF

1 1/

2"34

1/2

"

A.F.

F.

READY ACCESS

C.R. LAURENCE

SEALANT AND BACKER ROD

SEALANT AND BACKER ROD


Phone : 816-842-7552Fax : 816-842-1302



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PROJECT #

SHEET NUMBER

A5.63

XXXXX

BID & PERMIT

XX-XX-XX


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3/4" = 1'-0"2

SECTION - BOOTHWORK PARTITION

1/2" = 1'-0"1

PLAN - BOOTH PARTITION #WW2

REVISIONS


1 1/2" = 1'-0"5

WATERPROOF WALL BASE @ INT.

6" = 1'-0"3

CHAIR RAIL

3/4" = 1'-0"4

WALL SECTION 3/4" = 1'-0"

7DRIVE THRU WINDOW

3" = 1'-0"6

DRIVE-THRU WINDOW HEAD

1 1/2" = 1'-0"8

DRIVE-THRU WINDOW SILL

ARTWORK

MARK

A

B

C

D

E

DINING

LOCATION IMAGE SIZE OVERALL SIZE

30"X48" 34"X52"

AR4 SALSA BAR

DINING

DINING

DINING

ORDER COUNTER

42"X56"

BY VENDOR

TYPE

AR1

AR1

AR1

AR1

AR1

AR4

IMAGE COMMENTS

BY VENDOR

FIELD VERIFY. IMAGE TO BE PRINTED DIRECT TO COMMERCIAL GRADE VINYL WALL COVERING THEN APPLIED TO WALL.

BY VENDOR

BY VENDOR

BY VENDOR

BY VENDOR

BY VENDOR

46"X60"

30"X48" 34"X52"

30"X48" 34"X52"

9'-11"X8'-6"

F

G

H

AR1

AR1

AR1

DINING

CORRIDOR

CORRIDOR

30"X48" 34"X52"

30"X48" 34"X52"

30"X48" 34"X52"

BY VENDOR

BY VENDOR

BY VENDOR30"X48" 34"X52"

AR2 EXTERIOR MARQUEE BY VENDOR

ALL ARTWORK SIZES, LOCATION & MOUNTING HEIGHT TO BE APPROVED BY EPL OPERATIONS.








ALL ARTWORK SIZES, LOCATION & MOUNTING HEIGHT TO BE APPROVED BY EPL OPERATIONS.AR2 72"X48"70 1/2"X46 1/2"


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A6.00

XXXXX

BID & PERMIT

XX-XX-XX

FINISHSCHEDULES

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INTERIOR FINISH MATERIALS LISTFINISH TYPE OF MATERIAL MANUFACTURER NAME / MODEL NO. COLOR SIZE LOCATION / NOTES

PLASTIC LAMINATE

PL-1 PLASTIC LAMINATE WILSONART ARBORITE - LAMINATE W460 WINTER ELM 48" X 96" PANELS. CUT TO SIZE TABLE TOPS, PROVIDED BY FURNITURE VENDOR

PL-4 PLASTIC LAMINATE OCTOPUS PRODUCTS CONTACT:LOUIE ESQUEDA (818) 522-2048

OCTOPUS PRODUCTS - OCTOLAM 964 HAZEL CAMBRIC RESTROOM PARTITIONS

PL-5 PLASTIC LAMINATE WILSONART WILSONART - #1573 FROSTY WHITE DOOR FINISH ON KITCHEN SIDE AND ALT. TO PT-6

WALL COVERING

BK-1 CLAY BRICK MCNEAR BRICK & BLOCK CONTACT:RESOURCE BUILDING MATERIALS(949) 855-9994

MCNEAR BRICK & BLOCK - THIN BRICK -SANDMOLD SERIES

TIVOLI 8 1/8" X 2 7/16" X 5/8" W/ CORNER PIECES ASREQ'D

SALSA BAR BACK WALL & LOW WALL AT DININING MORTAR COLOR: SPEC MIX TYPE #213 -SLATE JOINT WIDTH 3/8"

FRP-1 FIBERGLASS REINFORCEDPLASTIC

MARLITE CONTACT: CUSTOMERSERVICE (800) 377-1221

MARLITE - FIBERGLASS REINFORCEDPLASTIC PANEL W/ NONPOROUS SURFACE

P - 100 WHITE BACKSIDE OF FRONT COUNTER LOW WALL, REAR OF KITCHEN, & WATER HEATER CLOSET;HEAVY-DUTY 1" CORNER GUARDS THROUGHOUT

FRP-2 FIBERGLASS REINFORCEDPLASTIC

MARLITE CONTACT: CUSTOMERSERVICE (800) 377-1221

MARLITE - SYMMETRIX A916G63FIBERGLASS REINFORCED PLASTIC PANEL

P - 100 WHITE W/ BLACK CORE WALL VISIBLE FROM ORDER COUNTER

PAINT

PT-1 PAINT PPG PAINTS #A2009 BLACK MICA #30BB 05/022 SEE"NOTES" FOR SHEEN

CAD CEILING PANELS (CT-3) & HIGH CEILING AT CENTER OF DINING AREA - FLATT FINISH.U.N.O LRV=6

PT-2 PAINT PPG PAINTS #A2008 GREY TABBY #00NN 16/000 CEILING LRV = 14

PT-3 PAINT PPG PAINTS PPG 1001-5 DOVER GRAY WALLS, CEILING & WAINSCOT AS NOTED LRV = 23; RESTROOM DOORS (VESTIBULE SIDE) -SEMI-GLOSS LRV = 6

PT-4 PAINT PPG PAINTS PPG 1007-4 HOT STONE SEE "NOTES" FOR SHEEN TECTUM CEILING PANELS (CT1) & MAIN DINNING ROOM WALLS - EGGSHELL FINISH RESTROOMCEILING, FRONT COUNTER SOFFIT & RESTROOM DOORS (RESTROOM SIDE) - SEMI-GLOSS

PT-5 PAINT PPG PAINTS PPG 1008-2 SOTRM'S COMING HIGH CEILING ABOVE CAD PANELS. SEMI-GLOSS FINISH. U.N.O

PT-6 PAINT PPG PAINTS PPG 1007-1 WILLOW SPRINGS KITCHEN, DOOR FRAMES & DOORS (KITCHEN, OFFICE, INT. SIDE OF REAR SERVICE DOOR).SEMI-GLOSS FINISH. U.N.O.

METAL FINISHES

MF-1 POWDER COAT METAL BY VENDOR COUCH & PHILIPPI MATTE BLACK THROUGHOUT, SEE DRAWING

MF-2 STAINLESS STEEL STAINLESS STEEL VENDOR ORBITAL SANDED COUNTERTOPS

SS-1 STAINLEES STEEL WALL PANEL KITCHEN VENDOR STAINLESS STEEL VENDOR WALLS AT BROILER

TILE

TL-1 WALL TILE TILEPORT WHITE GLOSSY 3" X 6" SIDE WALLS AT FRONT COUNTER GROUT: MAPEI - 47 CHARCOAL; JOINT WIDTH: 1/8" LEAD TIME: 1-2 WEEKS

TL-2 COVE BASE (WALL TILE) TILEPORT - CROSSVILLE THIN FOOT WHITE GLOSSY 4" X 8" X 1/4" RESTROOMS INTERIOR COVE BASE TILE (K175) GROUT: MAPEI - 01 ALABASTER; JOINT WIDTH:1/16"

TL-3 FLOOR TILE TILEPORT QUARRY TILE RED SMOOTH 6" X 6" X 3/8"

TL-3 COVE BASE TILEPORT QUARRY TILE RED

TL-3 TRIM (LEFT OUTSIDE) TILEPORT QUARRY TILE RED

TL-3 TRIM (RIGHT OUTSIDE) TILEPORT QUARRY TILE RED

TL-3 TRIM (INSIDE) TILEPORT QUARRY TILE RED

TL-4 FLOOR TILE TILEPORT QUARRY TILE RED ABRASIVE 6" X 6" X 3/8" KITCHEN FLOOR, SCHLUTER AT KITCHEN & AT TUMBLER, SMOOTH UNDER EQUIPMENT,ABRASIVE AT WALKWAYS. GROUT: MAPEI - 47 CHARCOAL; JOINT WIDTH: 3/8" LEAD TIME: 3-4WEEKS

TL-7 WALL TILE TILEPORT WHITE GLOSSY 4"X 12" RESTROOM WALLS (FULL HEIGHT OF WALL) USE W/ SCHLUTER DILEX-AHKA (ANODIZEDALUMINUM) COVER AT FLOOR WHERE REQ'D BY HEALTH DEPT, USE COVE BASE TO MATCHWALL TILE TRIM GROUT: MAPEI - 01 ALABASTER; JOINT WIDTH 1/16"

TL-9 CONCRETE TILE TILEPORT ECOCRETE WEATHERED BLACK 24" X 24" X 5/16" DINING ROOM FLOOR, CORRIDOR FLOOR, RESTROOM FLOOR

TL-10 CONCRETE TILE TILEPORT ECOCRETE WEATHERED BLACK 6" X 12" DINING ROOM FLOOR, CORRIDOR FLOOR, RESTROOM FLOOR

TL-11 /TL-5

CONCRETE TILE TILEPORT ECOCRETE - CUT BASE WEATHERED BLACK 6" X 12" (CUT FROM 24" X 24") DINING ROOM FLOOR, CORRIDOR FLOOR, RESTROOM FLOOR

CEILINGS

CL-1 ACOUSTICAL CEILING PANELS TECTUM, INC. CONTACT: CUST.SERVICE (714) 892-2882

ARMSTRONG CORTEGA INTERIORACOUSTICAL PANELS - LAY-IN SUSPENDED

PAINT PT-4 (SEE SPEC AT LEFT) 24" WIDE X 48" LENGTH DINING ROOM CEILING STAGGERED PATTERN, SEE RCP, 24"X24" AT ORDERING ANDRESTROOMS

CL-1 GRID SYSTEM ARMSTRONG 15/16 GRID STAC PAINT TO MATCH CEILING TILE (PT-4) 15/16" TO BE USED WITH ACOUSTICAL LAY-IN AT DINING AREA FOR STAGGERED PATTERN

CL-2 CEILING GRID & TILES USG CONTACT: CUST. SERVICE (888)874-2450

GRID: DONN DX/DXL TILE: SHEETROCKBRAND CLIMAPLUS FIRECODE LAY-INVINYL PANELS ITEM# 3200

GRID & TILE: FLAT WHITE 050 24" X 48" TILES KITCHEN CEILING CLEAN ROOM PANELS (VINYL-LAMINATED FACE W/ SEALED BACK & EDGES)CLASS 'A' VINYL FLAME SPREAD: 25; SMOKE DEVELOPED; 50

CL-3 CAD CAM PANELS CLASS 'A' 1/2" MDF W/ CAD CAM PATTERN PANELS: PAINT P1 WOOD TRIM T-BAR:W3

CUSTOMER PICK-UP AREA

CL-4 GYP. BOARD SEE CEILING PLAN FOR PAINT.SMOOTH FINISH.

5/8" THICK SERVING & WATER HEATER

WOOD

W-1 STAIN GRADE WOOD SPECIES: BIRCH STAIN TO MATCH HATCH DESIGNGROUP'S CONTROL SAMPLE -4861K-07"GOLD ALCHEMY"

VARIES, SEE DRAWINGS LOW WALLS & WOOD FIXTURES PLYWOOD, VENEER & SOLID STOCK

W-2 STAIN GRADE WOOD SPECIES: DOUGLAS FIR MATTE STAIN TO MATCH HDG'SCONTROL SAMPLE - 9283-NG "WALNUTRIFTWOOD"

VARIES, SEE DRAWINGS LOW WALL CAP, CEILING TRIM, CHAIR RAIL, BOOTH BASE & MENU BOARD FRAME PLAIN SAWNWITH LIGHT SANDBLASTING

W-3 STAIN GRADE WOOD SPECIES: DOUGLAS FIR STAIN TO MATCH HDG'S CONTROLSAMPLE - 9283-NG "WALNUTRIFTWOOD"

VARIES, SEE DRAWINGS CEILING BEAMS & TRIM PLYWOOD, VENEER & SOLID STOCK

RUBBER BASE

RB-1 COVE BASE BURKE RUBBER / COVE BLACK 4" MIN WATER HEATER / ELEC. ROOM 3/8" COVE BASE

CONCRETE SEALANT

C-1 SEALED CONCRETE SEAL-KRETE CLEAR-SEAL 365001 LOW GLOSS SEALER EXTERIOR GRADE CONCRETE SEALANT NEEDED AT WATER HEATER CLOSET (114) & TRASHENCLOSURE PAD

INTERIOR FINISH SCHEDULEROOM NUM. NUMBER FLOOR FINISH BASE FINISH WALL FINISH

CEILINGFINISH COMMENTS

FIRST FLOOR

DINING 100 TL-9 TL-11 P-3 BELOW WAINSCOT, P-4ABOVE WAINSCOT

CL-1/ CL-4 /PT-4

GYP. BD CEILING TO BE SMOOTH COAT. SEE ELEV.FOR PATTERN

SALSA BAR 100a TL-9 TL-5 AR4 CL-4/ SOFFITPT-4

CHICKEN HEAD MURAL BY VENDOR. INSTALLED BYG.C./ SEE CEILING PLAN FOR ADDITIONALINFORMATION

CUSTOMERPICK-UP

101 TL-9 TL-5 TL-1/ FRP SEE ELEV. CL-3/ CL-1/SOFFIT PT-4

SOFFIT AND GYP BD CEILING TO BE SMOOTH

KITCHEN 103 TL-3 TL-3 COVE TL-1/ FRP SEE ELEV. CL-2

OFFICE 105 TL-3 TL-3 COVE FRP-1 CL-2

STORAGE 106 TL-3 TL-3 COVE FRP-1 CL-2

COOLER 107 TL-3 TL-3 COVE - PER MANUFACTURE'S REQ

DRIVE-THRU 109 TL-3 TL-3 COVE TL-1/ FRP SEE ELEV. CL-2

WOMENS 110 TL-9 TL-7 T-7 (SEE ELEV.) OVER WATERRESISTIVE GYP. BD., GROUTSIZE 1/16"

CL-2

MENS 111 TL-9 TL-7 T-7 (SEE ELEV.) OVER WATERRESISTIVE GYP. BD., GROUTSIZE 1/16"

CL-2

VESTIBULE 113 TL-9 TL-11 PT-4 CL-4/ PT-3

WATER HEATER 114 C-1 RB-1 CL-4/PT-6

WORK AREA 118 TL-3 TL-3 COVE T-1/ FRP SEE ELEV. CL-2

SERVING 119 TL-3 TL-3 COVE TL-1 SEE ELEV. CL-2

REAR KITCHENDELIVERY

122

REVISIONS


PANIC HARDWARE

INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN

44" M

AX

30" M

IN

DOORS SHALL BEDARK BRONZE

8' -

0"

10"

10"

ROTON HINGE

T= TEMPERED GLASS

T T

8' -

0"

DOORS SHALL BEDARK BRONZE

INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN

ROTON HINGE

PANIC HARDWARE 5' -

0"

EQ. EQ.

3' -

4"

LEVER HARDWAREAS PER TASREQUIREMENTS

BRAILLE SIGNAGE AS PER ACCESSIBILITY REQ.

MIN. 1/4" THICK H.C.SYMBOL SIGNAGE ASPER TASREQUIREMENT

DEADBOLTHARDWARE

HOLD TO 90°DOOR SWEEP

VERIFY IF LOUVERS/VENT IN DOOR IS REQUIRED PER W/H EQUIPMENT

3' -

8"

ROTON HINGE

PANIC HARDWARE

26" H X 40" WDIAMOND PLATEKICKPLATE

10"

VIEWER "DOORSCOPE"

BOTTOM KICKPLATE 10" SMOOTH UNINTERRUPTED SURFACE

5' -

0"

A - STOREFRONT A2 - STOREFRONT B - RESTROOMS

NOTE: ALL DOORS, ENTRYWAYS, LATCHES, THRESHOLDS, LEVEL FLOOR AREAS RAMPS, ETC., SHALL COMPLY WITH 2009 C.B.C

D - WATERHEATER E - BACKDOOR

T 30"

TO 4

4"

CS0.10

4

T

6

A6.01

6

A6.01

6

A6.01

6

A6.01

8

A6.01

8

A6.01

1

A6.01

1

A6.01

1

A6.01

1

A6.01

3

A6.01

3

A6.01

4

A6.01

2

A6.01

DOOR TYPES

TEMP GLASS WINDOW@ 60" A.F.F. BRONZEANODIZED W/ALUMINUM FRAME12"X12"

4

A6.01

2

A6.01

C - OFFICE /HALLWAY

GYPSUM BOARD

STUDS AT JAMB TYP.

16 GA. WELDEDH.M. FRAME PAINT COLORTO MATCH ADJACENTWALL SURFACE. TYPICALU.N.O.

2" 5/8"1/

2"

TYP

.

NOTE:SEE ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR WALL FINISHES

STOP

JAMB

DOOR PER SCHEDULE

TILE FLOOR PERSCHEDULE

1"

F.R.P. PANELING OVER5/8" TYPE 'X' W.R. GYP. BD.

EXT. BRICK VENEER(OR STONE SEE ELEV.) & VAPOR BARRIER MEMBRANE

6X @ HEAD CONDITION

2-2X6 @ JAMB CONDITION

26 GA. G.I. FLASHING@ HEAD CONDITION ONLY

BACKER ROD & CAULKING

1X NAILERHOLLOW METAL DOORFRAME - ATTACH PERMANUFACT. RECMD.

HOLLOW METAL DOORSEE SCHEDULE

STEEL DOOR PER PLAN BOTTOM W/ VINYLWEATHERSTRIP

1/2" TILE

METAL THRESHOLD

SLAB PER PLAN

CAULK - MATCHGROUT COLOR

CONTINUOUS CAULK BEAD

1/4" EXPANSION JOINTSILICON

1/2"

MA

X.

1/4"

MA

X.

MAX.

21

DOOR BOTTOM -MODEL: PEMKO - 217AVFINISH: A

1/4" DUAL PANE FULLYTEMPERED GLASS

SET ALUM. SILL INFULL BED OFSEALANT

TILE SLAB

SOLID BOTTOM TRACE

SHOT PINS 2 1/2"EMBEDMENT @ 16" O.C.

CONC. SIDEWALK CONTROL JOINT SEESTRUCT. DWGS.

2"

RE: STRUCTURE

6"

DOOR

DUAL PANE GLAZING

THERMAL BREAK

ALUMINUM FRAME

10"

FLOOR FINISH

METALTHRESHOLD

ALUMINUM DOORAND FRAME

EXPANSIVE MATERIAL

211/

4" M

AX.

1/2"

MA

X.

DOOR TYPE1. G.C. TO PROVIDE CONSTRUCTION CORES DURING JOB. G.C. RESPONSIBLE FOR ALL DOORS, HARDWARE, LOCKSETS, PANIC DEVICES,

ETC. ALL HOLLOW METAL DOOR FRAMES TO BE WELDED (UNLESS MATCHING EXISTING TIMELY FRAMES). ALL LOCKSETS CYLINDERS TO BE ORDERED TO ACCEPT A 6 PIN FALCON IC LOCK CORE. VERIFY WITH OWNER PRIOR TO ORDERING.

2. HOLLOW METAL DOORS AND FRAMES SHALL BE 16 GA. STEEL. HOLLOW METAL FRAMES SHALL BE WELDED TYPE.

3. ALL HARDWARE SHALL BE US 26D UNLESS NOTED.

4. ALL DOORS SHALL BE KEYED ALIKE WITH 6 PIN FALCON INTERCHANGEABLE CORES. U.O.N. (CORES SUPPLIED BY OWNER)

5. ALL MOUNT CLOSER’S ON PUBLIC SIDE.

6. DOORS 1 & 2 TO HAVE STD. MANUFACTURER DOOR PULL SUPPLIED BY DOOR MANUFACTURER.

7. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOORS UNLESS OPERATED BY A SINGLE ACTION WITH A LEVER.

8. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED.

9. ALL DOORS ARE REQUIRED PANIC HARDWARE FOR OCCUPANT GROUP A-2.

10. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. HANDLES, PULLS, LATCHES, AND LOCKS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE WITH ONE HAND OPERATION AND DOES NOT REQUIRE TWISTING THE WRIST TO OPERATE.

11. THE WIDTH AND HEIGHT OF REQUIRED EXIT DOORWAYS SHALL BE NOT LESS THAN 3’ IN NOMINAL WIDTH BY 6’-8” IN NOMINAL HEIGHT AND SHALL BE CAPABLE OF OPENING SUCH THAT THE CLEAR WIDTH IS NOT LESS THAN 32.”

12. ALL WOOD DOORS TO BE SEALED AT BOTTOM. INCLUDING LAMINATED DOORS.

13. ALL INTERIOR DOORS TO HAVE STAINLESS STEEL KICKPLATES, WIDTH OF DOOR, 10” HT., BOTH SIDES. U.O.N.

14. G.C. TO SUPPLY AND INSTALL NEW STAINLESS STEEL ANTI-GRAFFITI BACK DOOR PANEL ON MEN’S RESTROOM DOOR.

15. G.C. TO PROVIDE SUBMITTALS TO EPL.

16. THE DOOR SHALL SWING TO THE FULLY OPEN POSITION WITH AN OPENING FORCE NOT TO EXCEED 5 POUNDS (INTERIOR AND EXTERIOR DOORS) AND 15 POUNDS (FIRE DOORS) IS APPLIED TO THE LATCH SIDE.

17. HAND—ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30” AND 44” ABOVE FLOOR.

18. VERIFY THAT THE HARDWARE HANDLES ON BOTH SIDES OF THE ACCESSIBLE WATER-CLOSET PLUMBING FIXTURE'S STALL/ COMPARTMENT PARTITION SWING DOORS IN THE NEW MAN'S & WOMEN'S RESTROOMS ARE ACCESSIBLE (E.G. - OPEN LEVER ACTION AND/ OR U-SHAPED TYPE WIRE-PULL HANDLES, ECT. - THAT DO NOT FORCE PEOPLE WITH DISABILITIES TO HAVE TO TIGHTLY GRASP AND/ OR TWIST TO OPEN/ CLOSE THE DOOR). PLEASE VERIFY COMPLIANCE ACCORDINGLY PRIOR TO THE REQUIRED ON-SITE ACCESSIBILITY/ USABILITY INSPECTION.

19. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. MANUAL DOORS AND DOORWAYS, AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH SECTION 404.2.

20. OPERABLE PARTS SHALL COMPLY WITH 309.

1/2" PLYWOOD

HEADER PER PLAN

#12 SCREWS 2 1/2" L.@ 24" O.C.

SHIM AS REQ.

CAULKING W/ BACKER ROD

GALVANIZED SHEET METALFLASHING W/ DRIP - LEG. @ HDRPAINT TO MATCH FRAME

CAULKING

STOREFRONT

THERMAL BREAK

DUAL PANE GLAZING

110' - 0"

BOTTOM OF CANOPY

110' - 3"

FLAS

HIN

G

6" M

IN.


CONTINUOUS MOISTURE BARRIER

FLASHING

SEALANT

109' - 2"

TOP OF WINDOW

SEE 6/A1.60 FOR CANOPY DETAIL

PANIC HARDWARE, WHENEVER REQUIRED, SHALL BE EQUIPPED ANDINSTALLED AS FOLLOWED:

1. PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO (2) LOCKING POINTS ON EACH DOOR, ONE LOCATED AT THE HEADER, THE OTHER AT THE THRESHOLD OF THE DOOR.

2. ON SINGLE DOORS, PANIC HARDWARE MAY HAVE ONE LOCKING POINT WHICH IS NOT LOCATED AT EITHER THE TOP OR BOTTOM RAILS OF THE DOOR FRAME. THE DOOR SHALL HAVE AN ASTRAGAL CONSTRUCTED OF STEEL 0.125 INCH THICK WHICH SHALL BE ATTACHED WITH NON-REMOVABLE BOLTS TO THE OUTSIDE OF THE DOOR. THE ASTRAGAL SHALL EXTEND A MINIMUM OF SIX (6) INCHES VERTICALLY ABOVE AND BELOW THE LATCH OF THE PANIC HARDWARE. THE ASTRAGAL SHALL BE A MINIMUM OF TWO (2) INCHES WIDE AND EXTEND A MINIMUM OF ONE INCH BEYOND THE EDGE OF THE DOOR TO WHICH IT IS ATTACHED.

3. DOUBLE DOORS CONTAINING PANIC HARDWARE SHALL HAVE A FULL ASTRAGAL CONSTRUCTED OF STEEL, ATTACHED TO THE DOORS AT THEIR MEETING POINT WHICH WILL CLOSE THE OPENING BETWEEN THEM, BUT NOT INTERFERE WITH THE OPERATION OF EITHER DOOR.

DOOR HARDWARE NOTES

HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. AFF. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES.

EXCEPTIONS:1. EXISTING LOCKS SHALL BE PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS WITHOUT STILES, EXISTING OVERHEAD ROLLING DOORS OR GRILLES, AND SIMILAR EXISTING DOORS OR GRILLES THAT ARE DESIGNED WITH LOCKS THAT ARE ACTIVATED ONLY AT THE TOP OR BOTTOM RAIL.2. ACCESS GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS, AND HOT TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON SELF-LATCHING DEVICES AT 54" MAX. AFF. PROVIDED THE SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES AND OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR INTEGRAL COMBINATION LOCK.

TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH 404 EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 42 INCHES MIN. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4" MAX. FROM THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL COMPLYING WITH 404.2.7 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET COMPARTMENT DOORS SHALL NOT SWING INTO THE MIN. REQUIRED COMPARTMENT AREA.

1. DIMENSIONS ARE APPROXIMATE INCLUDING FRAMES. FIELD VERIFY ALL DIMENSIONS FOR ALL WINDOWS.

2. ALL WINDOW LESS THEN 16'-0" FROM GRADE SHALL BE TEMPERED GLASS. PER 2012 IBC.

3. STOREFRONT FRAME FINISH SHALL BE DARK BRONZE - SEE SPECIFICATIONS.

4. GLASS SPEC: REFER TO ENERGY COMPLIANCE REPORT. 1” LOW-E 1/4” CLEAR ANNEALED GLASS WITH SOLARBAN 70XL (2% LOW E-COATING ON INSIDE SURFACE AT OUTBOARD LIGHT),1/2” AIR SPACE, 1/4” CLEAR INBOARD LIGHT. U-VALUE =.29, SHGC=.39. ASSEMBLY SHALL COMPLY WITH 2012 IBC.

6. WINDOW ”E” IS A SELF CLOSING PASS-THRU SERVICE WINDOW WHICH WILL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. E1 - READY ACCESS - AA100; 275 SINGLE PANEL SLIDER WINDOW W/ ATTACHED SPLIT DOUBLE TRANSOM FOR AA100 FLYFAN (RESTRICTED OPENING CONFIGURATION) MANUAL OPEN/ SELF CLOSING OPERATION. SEE SHELF. CONTACT E2 - READY ACCESS-AA100; 275 SINGLE PANEL SLIDER WINDOW W/ ATTACHED 16"H SPLIT TRANSOM FOR AA100 FLYFAN. MANUAL OPEN/ SELF CLOSING OPERATION.CONTACT: ANNA ELLIS OR KELLY - 1.800.621.5054. G.C. TO REQUEST EPL PRICING FOR READY ACCESS A/T WINDOWS.

WINDOW HARDWARE NOTES

CAN SYSTEM OR SUB-SEAL@ BOTTOM MULLION

NOTE: ACTIVE LEAF SHALL BE ON THE KITCHEN SIDE OF THE BUILDING (SIDE AWAY FROM THE

DINING ROOM) G.C. TO CONFIRM DIRECTION WITH SUB-CONTRACTOR PRIOR TO ORDERING.

EQ. 6' -2 1/2". EQ.

9' - 7 1/2".

9' -

2"

8' -

0"1'

- 2"

DOOR A2

16' - 2"

EQ EQ EQ EQ

B C

D

A5.63

8

T T T T

13' - 9 1/2". E

B

T T

7

A6.01

7

A6.01

8

A6.01

7

A6.01

7

A6.01

6

A6.01

8

A6.01

8

A5.63

6

A5.637

A6.01

WINDOW TYPE

8' -

0"

10' -

0"

T = TEMPERED GLASS

EQEQEQEQEQ

18' - 4 1/2"

TTTT

A

6

A6.01

7

A6.01

7

A6.01

8

A6.01

DOOR A

DRIVE-THRU WINDOW REQUIRED PER STATE.VERIFY TYPE PRIOR TO ORDER/INSTALL.

E

CENTER

J一BOX ON

ACTIVE LEAFS.S. SHELFBY EPL

AIR CURTAININ TRANSOMWINDOW

OUTSIDE CALIFORNIAE2

FOR ADDITIONAL INFO. SEE

3' - 7 3/4"

RO

UG

H O

PEN

ING

1' -

0"

1 1/

2"

NO

MIN

AL

5' -

0"

AIR CURTAINABOVE

TRANSOMBY G.C.

OPENING NOTEXCEED 432" SQ(IN CALIF.)

STAINLESSSTEEL SHELF

CENTER

J一BOX ON

ACTIVE LEAF

CALIFORNIA ONLY

CLR. OPENING

1' - 7"

1 1/

2"5'

- 0"

IN C

ALIF

.

2' -

6"

4' - 0"

E1

ACTIVE LEAF TO BE ON KITCHEN SIDE (REAR) OF RESTAURANT

NOTE: SHOWN FROM EXTERIOR

2' -

10 1

/2"

2' -

10 1

/2"

8

A5.63

6

A5.637

A6.01


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A6.01

XXXXX

BID & PERMIT

XX-XX-XX

WINDOW & DOORSCHEDULES

EL P

OLL

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OC

O29

95 P

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TOTY

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CIT

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TATE

, ZIP

CO

DE

DOOR SCHEDULE

IDENTITY

Name

DOOR FRAME

FIRERATING

HARDWARESET

NUMBER COMMENTSDOORMARK

SIZE

MATERIAL TYPE FINISH MATERIAL FINISHWIDTH HEIGHT THICKNESS

101 DINING 3' - 0" 8' - 0" 1 3/4" ALUM. A DARKBRONZE

ALUM DARKBRONZE

N/A 1 PROVIDE PUSH AND PULL SIGN W/ PANICHARDWARE. PROVIDE 1"HT. LETTERS ABOVE DOORTO READ "THIS DOOR TO REMAIN UN-LOCKED WHEN

BUILDING IS OCCUPIED"

102 CUSTOMERPICK-UP

6' - 0" 8' - 0" 1 3/4" ALUM A2 DARKBRONZE

ALUM DARKBRONZE

N/A 2 PROVIDE PUSH AND PULL SIGN W/ PANICHARDWARE. PROVIDE 1"HT. LETTERS ABOVE DOORTO READ "THIS DOOR TO REMAIN UN-LOCKED WHEN

BUILDING IS OCCUPIED"

103 KITCHEN 3' - 0" 7' - 0" 1 3/4" S.C. WOOD C PT-3 H.M. PT-3 N/A 3 SELF CLOSING / TIGHT FITTING / 12" X 12" CLR. GLASSIN DOOR, UNDERCUT DOOR 1". VERIFY LAM. SPEC. W/

EPL. LAM. BOTH SIDES. CLOSER'S MOUNT ONPRIVATE SIDE.

104 WOMENS 3' - 0" 7' - 0" 1 3/4" S.W.C. (ALT.HPL)

B PT-3 H.M. PT-3 N/A 4 VERIFY LAM SPEC. W/ EPL LAM. BOTH SIDESPAINT/SEAL HINGE SIDE, TOP, & BOTTOM OF DOORS/TIGHT FITTING. ALL CLOSER'S MOUNT ON PRIVATE

SIDE. DOOR TO HAVE STAINLESS STEEL KICKPLATES,WIDTH OF DOOR, 10" HT., BOTH SIDES.

105 MENS 3' - 0" 7' - 0" 1 3/4" S.W.C. (ALT.HPL)

B PT-3 H.M. PT-3 N/A 4 VERIFY LAM SPEC. W/ EPL LAM. BOTH SIDESPAINT/SEAL HINGE SIDE, TOP, & BOTTOM OF DOORS/TIGHT FITTING. ALL CLOSER'S MOUNT ON PRIVATE

SIDE. DOOR TO HAVE STAINLESS STEEL KICKPLATES,WIDTH OF DOOR, 10" HT., BOTH SIDES.

106 WATERHEATER

3' - 0" 7' - 0" 1 3/4" H.M. D PT-6 @INTERIOR,SEE ELEV

H.M. SEEELEV.

N/A 7 PROVIDE 6"X12" LOUVER @ BOTTOM OF DOOR(W/10'H X 14'W LOUVER IN WALL ABOVE DOOR.)

107 REARKITCHENDELIVERY

3' - 6" 7' - 0" 1 3/4" H.M. E SEE ELEV. H.M. SEEELEV.

N/A 5 INTERIOR, PT-4 W/ PANIC HARDWARE

108 WORKAREA

3' - 0" 7' - 0" 1 3/4" H.M. C PT-6 BOTHSIDES

H.M. PT-6 N/A 6 SELF CLOSING / TIGHT FITTING / 12"X12" ONE WAYGLASS IN DOOR UNDERCUT DOOR 1".

3" = 1'-0"2

HEAD / JAMB DETAIL 3" = 1'-0"

4DOOR SILL

3" = 1'-0"1

EXTERIOR DOOR HEAD/JAMB 6" = 1'-0"

3EXTERIOR DOOR SILL

3" = 1'-0"8

ALUM. STOREFRONT SILL

3" = 1'-0"6

ALUM. STOREFRONT HEADER/JAMB

3" = 1'-0"5

ALUM. STOREFRONT DOOR SILL

WINDOW SCHEDULE

TYPESIZE

HEAD HT.DETAILS

REMARKSW. HT. THICKNESS FRAME GLASS

A 21' - 6" 9' - 8" 1 3/4" 9' - 8" ALUM 1/4" TEMP SEE NOTES &SPECS

B 17' - 6" 10' - 0" 1 3/4" 9' - 8" ALUM 1/4" TEMP SEE NOTES &SPEC.'S

C 15' - 0" 10' - 0" 1 3/4" 9' - 8" ALUM 1/4" TEMP SEE NOTES &SPEC.'S

D 11' - 0 1/2" 9' - 2" 1 3/4" 9' - 2" ALUM 1/4" TEMP SEE NOTES &SPEC.'S BRAKEMETAL INSETINFILLED ATMULLIONS

3" = 1'-0"7

ALUM. WINDOW HEADER/JAMB

REVISIONS


9' - 8"

UPDATE

NOTE: BACKING SUBJECT TO VERIFICATION OF CONDITION OF ITEMS IN FIELD

B

A

A D A

F

D

B

E

CC

I

A

A

C

C

C

A

2' -

8 1/

2"

8' -

0"

C

2' - 4"

3' -

0"4"

4' -

0"

A

I 4' -

4"

F

2' -

8 1/

2"

DINING

100

SALSA BAR

100a

CUSTOMER PICK-UP

101

COOLER

107

STORAGE

106

MENS

111

WOMENS

110

VESTIBULE

113

OFFICE

105

WATER HEATER

114

E

A5/8" PLY CDX 3' - 0" TO 7' - 0" A.F.F.

5/8" PLY CDX 1' - 6" A.F.F. TO 7' - 0" A.F.F.

2X SOLID WOOD AT GRAB BARS, PARTITIONS AND LADDER

5/8" CDX 1' - 0" TP 9' - 0" A.F.F.

5/8" PLY CDX 2' - 6" A.F.F. TO 8' - 6" A.F.F.

5/8" PLY CDX 5' - 6" A.F.F. TO 9' - 6" A.F.F.

5/8" FIRE RATED CDX 0' - 0" TO 1' - 6" A.F.F.

5/8" FIRE RATED CDX 4' - 0" A.F.F. TO BOTTOM OF HOOD

5/8" CDX 6' - 8" TO 9' - 0" A.F.F.

B

C

D

E

F

G

H

I

NOT USED

NOT USED


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

A7.00

XXXXX

BID & PERMIT

XX-XX-XX

BACKING PLAN

EL P

OLL

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OC

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95 P

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TOTY

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DR

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CIT

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TATE

, ZIP

CO

DE

1/4" = 1'-0"1

BACKING PLAN

BACKING LEGEND

REVISIONS


GENERAL1. ALL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE 2012 INTERNATIONAL BUILDING CODE AND ALL APPLICABLE LOCAL

ORDINANCES.

2. ALL CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF FOLLOWING CODES, STANDARDS AND SPECIFICATIONS (LATEST EDITIONS, U.N.O.), EXCEPT WHERE NOTED TO THE CONTRARY ON DRAWINGS AND SPECIFICATIONS OR WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED OR SHOWN:

ACI 117 - "STANDARD SPECIFICATIONS FOR TOLERANCE FOR CONCRETE CONSTRUCTION AND MATERIALS" ACI 301 - "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 318 - "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AISC - "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AISI - "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" AWS D1.1 - "STRUCTURAL WELDING CODE - STEEL"

3, STRUCTURAL ELEMENTS ARE NON-SELF SUPPORTING AND REQUIRE INTERACTION WITH OTHER ELEMENTS FOR STABILITY AND RESISTANCE TOLATERAL FORCES. FRAMING AND WALLS SHALL BE TEMPORARILY BRACED BY THE CONTRACTOR UNTIL PERMANENT BRACING, FLOOR ANDROOF DECKS, AND WALLS HAVE BEEN INSTALLED AND CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE.

4. THE SIZE AND LOCATION OF ALL EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR. PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. RE: MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR OPENING LOCATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS.

5. DO NOT SCALE DRAWINGS.

6. ALL FABRICATIONS OF PREFABRICATED STRUCTURAL MATERIALS MUST BE APPROVED APPROVAL/ACCEPTANCE OF THE FABRICATORS BY THE CITY OF JURISDICTION. INSPECTION SERVICES MUST BE OBTAINED PRIOR TO BEGINNING FABRICATION.

7. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN OR INDICATED SHALL BE FRAMED SIMILAR TO DETAILS SHOWN FOR THE RESPECTIVE MATERIAL OR CONDITIONS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS BEFORE STARTING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT.

9. WITHOUT EXCLUSION OF ANY REFERENCE IN THE CONSTRUCTION DOCUMENTS TO ANY RULE OR REGULATION, THE STRUCTURAL ENGINEER IS NOT ASSUMING ANY PROVISIONS OF SUPERVISION OF CONSTRUCTION METHODS OR PROCESSES.

10. SUBMITTALS FOR DEFERRED SUBMITTAL ITEMS SUCH AS [WOOD ROOF TRUSSES, AWNINGS, AND CANOPIES] SHALL BE SUBMITTED AND APPROVED BEFORE INSTALLATION CAN BEGIN.

CONCRETE

1. CAST-IN-PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE DOCUMENTS, ACI-301, 305, 306, 315, 318 AND 347 UNLESS OTHERWISE NOTED IN THESE CONTRACT DOCUMENTS.

2. ALL CONCRETE, UNLESS OTHERWISE NOTED, SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH AND HAVE MAXIMUM WATER/CEMENT RATIOS AS FOLLOWS:FOOTINGS, PIERS, GRADE BEAMS, WALLS: 2500 PSI (w/c < 0.58)SLABS-ON-GRADE: 2500 PSI (w/c < 0.50) - REQUIRED FOR STAINED/POLISHED CONCRETE

3. CONCRETE EXPOSED TO WEATHER, VEHICLES AND/OR DEICING CHEMICALS SHALL BE AIR-ENTRAINED WITH 6% (+/-) 1.5% ENTRAINED AIR BY VOLUME AT POINT OF DISCHARGE. DO NOT ALLOW AIR CONTENT OF TROWELED FINISHED FLOORS TO EXCEED 3%.

4. NORMAL WEIGHT AGGREGATES SHALL COMPLY WITH ASTM C33, CLASS 3S COARSE AGGREGATE OR BETTER, GRADED. PROVIDE AGGREGATES FROM A SINGLE SOURCE.A.) MAXIMUM COARSE AGGREGATE SIZE IS 1/2 INCH NOMINAL.B.) FINE AGGREGATE SHALL BE FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT.C.) COMBINED AGGREGATE GRADATION SHALL BE AS FOLLOWS: WELL GRADED FROM COARSEST TO FINEST WITH NOT MORE THAN 18 % AND NOT LESS THAN 8 %

RETAINED ON AN INDIVIDUAL SIEVE, EXCEPT THAT LESS THAN 8 % MAY BE RETAINED ON THE COARSEST SIEVE AND THE #50 AND FINER SIEVES.

5. THE CONCRETE SLAB-ON-GRADE HAS BEEN DESIGNED FOR ITS FINAL USE AND NOT FOR CONSTRUCTION CONSIDERATIONS. CONTRACTOR SHALL COORDINATE THE SLAB DESIGN WITH CONSTRUCTION NEEDS. THE SLAB DESIGN INDICATED ON THESE DRAWINGS IS TO BE CONSIDERED A MINUMUM. SUBMIT CHANGES TO THE SLAB DESIGN TOTHE ENGINEER OF RECORD FOR REVIEW.

6. IT IS THE INTENT OF THESE CONCRETE SPECIFICATIONS THAT THE CONTRACTOR SUPPLY CONCRETE MIXES WITH A MINIMUM AMOUNT OF WATER IN ORDER TO LIMIT PLASTIC SHRINKAGE CRACKING IN FRESHLY PLACED CONCRETE. IT IS EXPECTED THAT PRODUCING WORKABILITY FOR CONCRETE MIXES WILL REQUIRE THE ADDITION OFWATER-REDUCING AND/OR SUPER-PLASTICIZING CHEMICAL ADMIXTURES.

7. CONCRETE SLUMP SHALL BE A MAXIMUM OF 4" +/- 1" (ASTM C-143) AS DELIVERED IN THE FIELD. CONTRACTOR MAY USE CHEMICAL ADMIXTURES TO ATTAIN A MAXIMUMSLUMP OF 8" FOR WORKABILITY.

8. NO WATER MAY BE ADDED TO THE CONCRETE MIX ON SITE.

9. FLY ASH MAY BE USED AT A RATE NOT TO EXCEED 15% OF THE TOTAL CEMENT CONTENT.

10. CHAMFER ALL EXPOSED CORNERS OF CONCRETE WALLS, BEAMS, AND COLUMNS 3/4".

11. ALL CONTROL JOINTS IN CONCRETE SLABS-ON-GRADE SHALL BE CUT TO 1/3 OF THE DEPTH. CUT JOINTS AS SOON AS POSSIBLE AFTER CONCRETE HAS BEEN PLACEDWITHOUT DISLODGING AGGREGATE, OR USE KEYED COLD JOINT.

12. THE UNIT POUR FOR SLABS AND WALLS SHALL NOT EXCEED 100 LINEAL FEET IN ANY ONE DIRECTION. CUT SLABS TO 1/3 THE DEPTH ON GRID LINES INTO AREAS OF ABOUT150 SQUARE FEET.

13. PRIOR TO PLACING CONCRETE IN ANY LOCATION, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO HAVE THOROUGHLY CHECKED AND COORDINATED ALL DIMENSIONS, ELEVATIONS, OPENINGS, RECESSES, AND BLOCKOUTS SHOWN ON THE ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS. IN THE EVENT ERRORS, CONFLICTS, OR OMISSIONS EXIST, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ARCHITECT OR ENGINEER FOR NECESSARY CORRECTIVE ACTION.

14. EMBEDDED ITEMS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR PRIOR TO PLACING CONCRETE.

15. ANCHOR RODS SHALL BE HELD IN PLACE WITH A RIGID TEMPLATE.

STEEL

1. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION AND AISC CODE OF STANDARD PRACTICE.

2. ALL STRUCTURAL STEEL FOR WIDE FLANGE & WT SHAPES SHALL BE A992 GRADE 50 UNLESS NOTED OTHERWISE ON THE PLANS. ALL ANGLES, PLATES, AND CHANNELS AND SHALL BE ASTM A36 UNLESS NOTED OTHERWISE. ALL RECTANGULAR AND ROUND HSS SHAPES SHALL BE ASTM A500, GRADE B.

3. ALL BOLTS SHALL BE 3/4" DIAMETER A-307 BOLTS WITH HEAVY HEX HEADS, UNLESS NOTED OTHERWISE ON DRAWINGS. ALL CONNECTIONS SHALL HAVE A MINIMUM OF TWO 3/4" DIAMETER BOLTS, SNUG-TIGHTENED TYPE CONNECTIONS UNLESS NOTED OTHERWISE IN THEDOCUMENTS.

4. ALL STRUCTURAL STEEL WELDS IN THE SHOP OR THE FIELD SHALL BE PERFORMED BY A QUALIFIED WELDER AND SHALL CONFORM TO THE CURRENT REQUIREMENTS OF A.W.S.

5. SHOP WELDED AND FIELD BOLTED CONNECTIONS ARE PREFERRED, UNLESS OTHERWISE SHOWN.

6. FILLET WELDS NOT SPECIFICALLY SIZED IN THESE DOCUMENTS SHALL BE THE MINIMUM SIZE IN ACCORDANCE WITH AWS D1.1 LATEST EDITION, DEPENDENT ON THE THINNER PART JOINED, BUT NO LESS THAN 3/16”.

7. WELDING ELECTRODES SHALL BE E70XX WITH MINIMUM CHARPY V-NOTCH TOUGHNESS (CVN) OF 20 FT-LB AT -20 DEGREES.

8. THE CONTRACTOR SHALL PROVIDE SHELF ANGLES, GLASS SUPPORTS, LINTELS AND OTHER MISCELLANEOUS STEEL, AS SHOWN ON THE DRAWINGS AND AS REQUIRED TO PROVIDE SUPPORT (STABILIZATION) AROUND AND THROUGHOUT THE BUILDING. NOT EVERY DETAIL IS SHOWN. SEE ARCHITECTURAL AND ELEVATOR DRAWINGS FOR ADDITIONAL MISCELLANEOUS STEEL DETAILS.

9. ALL BRICK LEDGER ANGLES AND LINTEL BEAMS WITHIN EXTERIOR WALLS SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123.

POST INSTALLED ANCHORS

1. ALL POST INSTALLED ANCHORS SHALL MEET THE REQUIREMENTS OF ACI 318, APPENDIX D AND SHALL BE ACCEPTABLE FOR BOTH CRACKED AND UNCRACKED CONCRETE.

2. EXPANSION ANCHORS SHALL BE POWER-STUD + SD2 (ICC ESR 2502) ANCHORS UNLESS NOTED OTHERWISE. MINIMUM EMBEDMENT UNLESS NOTED OTHERWISE SHALL BE:

A.) 3 5/8" FOR 1/2" DIAMETER ANCHORSB.) 4 1/2" FOR 5/8" DIAMETER ANCHORSC.) 5 3/8" FOR 3/4" DIAMETER ANCHORS

3. ADHESIVE ANCHORS SHALL BE F1554-36 THREADED ROD ANCHORS UNLESS NOTED OTHERWISE. EMBEDMENT OF ANCHOR SHALL BE IN ACCORDANCE WITH POWER FASTENER SPECIFICATIONS FOR F1554-36 THREADED RODS:

A.) 3 1/2" FOR 1/2" DIAMETER ANCHORSB.) 4" FOR 5/8" DIAMETER ANCHORSC.) 5 1/4" FOR 3/4" DIAMETER ANCHORS

4. ADHESIVE ANCHORS SHALL USE POWER FASTENERS AC110+ GOLD ADHESIVE IN SOLID CONCRETE UNLESS NOTED OTHERWISE ON THE DRAWINGS.

5. EMBEDMENT DEPTH SHALL BE DEFINED AS THE DISTANCE FROM THE SURFACE OF THE LOAD-BEARING BASE MATERIAL TO THE DEEPEST PART OF THE ANCHOR AFTER THE ANCHOR HAS BEEN DRIVEN INTO THE HOLE BUT NOT YET EXPANDED.

6. ADHESIVE ANCHORS SHALL BE ACCEPTABLE FOR LONG-TERM LOADING. ONLY NON-EPOXY BASED ADHESIVES SHALL BE USED WHEN BASE MATERIAL TEMPERATURES ARE BELOW 40 DEG F.

7. POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIOR TO USING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED C.I.P. ANCHORS. CARE SHALL BE TAKEN

TO AVOID CONFLICTS WITH EXISTING REINFORCING BARS. HOLES SHALL BE DRILLED AND CLEANED PER ANCHOR MANUFACTURER’S SPECIFICATIONS.

8. EQUIVALENT ANCHORS MAY BE SUBMITTED FOR THE ENGINEERS APPROVAL. SUBMITTALS ARE THE CONTRACTOR’S RESPONSIBILITY AND MUST INCLUDE EVALUATION REPORTS FROM THE INTERNATIONAL CODE COUNCIL.

9. STAINLESS STEEL ANCHORS ARE REQUIRED AT ALL EXPOSED WEATHER CONDITIONS.

1. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, EXCEPT WELDED REINFORCING WHICH SHALL BE ASTM A706 GRADE 60.

2. ALL WELDED WIRE FABRIC SHALL BE ASTM A185 AND A82 COLD DRAWN WIRE.

3. ALL ACCESSORIES FOR SUPPORTING REINFORCING SHALL BE GALVANIZED OR HAVE PLASTIC-COATED FEET.

4. PROVIDE CORNER BARS AT THE EXTERIOR FACE OF ALL WALL AND FOOTING CORNERS EQUAL TO HORIZONTAL BARS.

5. PROVIDE AT LEAST TWO VERTICAL #5 BARS AT ALL STEPS IN FOUNDATION WALLS, FOOTINGS, AND GRADE BEAMS.

6. REINFORCING SHALL BE DETAILED, FABRICATED, PLACED, AND SUPPORTED IN ACCORDANCE WITH ACI 315, LATEST EDITION.

7. STANDARD COVERAGE OF REINFORCING, UNLESS OTHERWISE SHOWN, SHALL BE AS FOLLOWS:

CAST AGAINST EARTH, PERMANENTLY EXPOSED TO WEATHER _______ 3"EXPOSED TO EARTH & WEATHER (FORMED) ______________________ 2"

NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS ____________ 3/4" BEAMS AND COLUMNS___________________________________________ 1-1/2"

8. ALL LAP SPLICES SHALL BE CLASS B UNLESS NOTED OTHERWISE.

9. FOR REINFORCING BAR LAP LENGTHS IN CONCRETE, SEE DETAIL 2 ON S2.

REINFORCING STEEL

STANDARD

AB : ANCHOR BOLTA.F.F. : ABOVE FINISHED FLOORALT. : ALTERNATEALUM : ALUMINIUMAPA : AMERICAN PLYWOOD ASSOC.& : AND@ : AT

B.O.F. : BOTTOM OF FOOTINGBLDG. : BUILDINGBLK'D : BLOCKEDBLKG : BLOCK(ING)BLW : BELOWBOT. : BOTTOMBM : BEAMB.N. : BOUNDARY NAILINGBRDG. : BRIDGINGBS : BOTH SIDES

C.C.J. : CRACK CONTROL JOINTCDX : EXTERIOR GRADE PLYWOODCIP : CAST IN PLACEC.O.G. : CENTER OF GRAVITYC.L. : CENTER LINEC.N. : COMMON NAILCOL. : COLUMNCONC. : CONCRETECONST. : CONSTRUCTION

d : PENNY NAILSD.B.A. : DEFORMED BAR ANCHORDBL : DOUBLEDF : DOUGLAS FIRDET. : DETAILDIA. : DIAMETERDIM. : DIMENSIONDWG. : DRAWING

E.F. : EACH FACEE.J. : EXPANSION JOINTELEV. : ELEVATIONEQ. : EQUALE.W. : EACH WAYEXP. : EXPANSIONEXT. : EXTERIOREXIST. : EXISTING

FAB : FABRICATIONFDN. : FOUNDATIONF.F. : FINISHED FLOORFN : FIELD NAILF.S. : FAR SIDEFT (') : FOOT (FEET)FTG. : FOOTING

GA : GAUGE (THICKNESS)G.B. : GRADE BEAMGLB : GLUE LAMINATED BEAMGYP. BD. : GYPSUM BOARD

(H) : HORIZONTALHORIZ. : HORIZONTALHT. : HEIGHT

I.D. : INSIDE DIAMETERIN. (") : INCH(ES)INSUL. : INSULATIONINT. : INTERIOR

JT. : JOINT

k : KIPS (1,000 POUND FORCE)KP : KING POSTKS : KING STUD

LB (#) : POUND(S) FORCEL.B. : LAG BOLTLG. : LONGLLH : LONG LEG HORIZONTALLLV : LONG LEG VERTICALLLBB : LONG LEG BACK-TO-BACKLSL : TIMBERSTRAND BEAM

MAS : MASONRYMAX. : MAXIMUMMIN. : MINIMUMML : MICROLLAMM.B. : MACHINE BOLT

NOM. : NOMINALN.S. : NEAR SIDEN.T.S. : NOT TO SCALE

O.C. : ON CENTERO.D. : OUTSIDE DIAMETEROPT : OPTIONAL

PL. : PLATEPLY : PLYWOODPSF : POUNDS PER SQUARE FOOTPSI : POUNDS PER SQUARE INCH

R. : RADIUSR.D. : ROOF DRAINREINF. : REINFORCINGR.O. : ROUGH OPENING

SCH. : SCHEDULESDWS : SELF DRILLING WOOD SCREWS.F. : SQUARE FEETSHT. : SHEETSIM. : SIMILARS.L. : STRUCTURAL LINESLBB : SHORT LEG BACK-TO-BACKSPEC. : SPECIFICATIONSSTL. : STEELSTR 1 : STRUCTURAL #1

T.S. : TUBE STEELTN : TOE NAILT.O.B. : TOP OF BEAMT.O.C. : TOP OF CONCRETET.O.F. : TOP OF FOOTINGT.O.G. : TOP OF GIRDERT.O.J. : TOP OF JOISTT.O.M. : TOP OF MASONRYT.O.P. : TOP OF PIERT.O.S. : TOP OF SHEATHINGT.O.SLAB : TOP OF SLABTYP. : TYPICALT PL. : TOP PLATE

U.N.O. : UNLESS NOTED OTHERWISE

VERT. : VERTICAL

W.W.F. : WELDED WIRE FABRIC

DESIGN CRITERIA

1. BUILDING CODE & LOCAL AMENDMENTS 2012 IBC

2. DEAD LOADS A. ROOF (INCLUDING COLLATERAL) LOAD 20 PSF

3. LIVE LOADSA. ROOF (REDUCIBLE) 20 PSFB. SLAB ON GRADE 100 PSF

4. SNOW LOADS A. GROUND SNOW LOAD, Pg (BASE) 0 PSF

5. WIND LOADSA. ULTIMATE DESIGN WIND SPEED, Vult 115 MPHB. NOMINAL DESIGN WIND SPEED, Vasd 89.1 MPHB. RISK CATEGORY IIC. WIND IMPORTANCE FACTOR 1.0D. WIND EXPOSURE BE. INTERNAL PRESSURE COEFFICIENT +/- 0.18F. COMPONENTS AND CLADDING (Ae = 75 S.F.) -28.51 PSF (ZONE 5) ULTIMATE / -17.11 PSF (ZONE 5) SERVICE

6. EARTHQUAKE LOADS A. RISK CATEGORY IIB. SEISMIC IMPORTANCE FACTOR, Ie 1.0C. MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.163D. MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.055E. SOIL SITE CLASS DF. DESIGN SPECTRAL RESPONSE COEFFICIENT, Sds 0.174G. DESIGN SPECTRAL RESPONSE COEFFICIENT, SdI 0.088H. SEISMIC DESIGN CATEGORY BI. SEISMIC FORCE RESISTING SYSTEM: LIGHT-FRAMED STRUCTURAL SYSTEM w/ SHEATHING J. DESIGN BASE SHEAR 1.93 kipsK. SEISMIC RESPONSE COEFFICIENT (s), Cs 0.0.027L. RESPONSE MODIFICATION FACTOR (s), R 6.5 M. ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE PROCEDURE

FOUNDATION & SLAB ON GRADE1. FOOTING DESIGNS ARE BASED ON A NET ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF FOR SPREAD FOOTINGS AND

CONTINUOUS WALL FOOTINGS. FOOTINGS SHALL BEAR ON EXISTING SUB-GRADE OR ENGINEERED FILL AS DESCRIBED IN THE SOILS REPORT BY: SPEEDIE AND ASSOCATES, GEOTECHNICAL ENGINEERS, PROJECT # [XXXX], DATED [XXXXXX].

2. CONTRACTOR SHALL READ THE SOILS REPORT AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE SITE AND SUB-GRADE INFORMATION GIVEN THEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT QUANTITIES FOR ESTIMATING AND CONSTRUCTION.

3. ALL EXISTING FOUNDATIONS, IF PRESENT, SHALL BE DEMOLISHED A MINIMUM OF 24 INCHES BELOW BOTTOM OF PROPOSED FOOTINGS.

4. FOOTINGS (INCLUDING STAIR AND RAMP FOUNDATIONS) SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18 INCHES BELOW ADJACENT FINISHED GRADE.

5. SLAB POURS SHALL BE SEPARATED BY A CONSTRUCTION JOINT.

6. CRACK CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON PLANS OR AS DIRECTED BY THE ARCHITECT OR ENGINEER.

7. FOUNDATION WALLS SHALL HAVE ADEQUATE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED.

8. PRIOR TO FORMING AND PLACING OF THE REINFORCING, ALL EXCAVATIONS SHALL BE INSPECTED BY AND APPROVED BY THE GEO-TECHNICAL ENGINEER.

9. PROVIDE TWO COPIES OF A COMPACTION REPORT CERTIFIED BY THE SOILS ENGINEER. THE REPORTS ARE TO BE SUBMITTED TO AND ACCEPTED BY THE BUILDING DEPARTMENT PRIOR TO CALLING FOR FOUNDATION INSPECTION.

10. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE ALL FOOTINGS AND UTILITY LINE RELATIONSHIPS SO THAT THE REQUIREMENTS OF DETAIL 1/S2 ARE MET. NEW UTILITY LINES SHALL BE LOCATED PRIOR TO FOUNDATION EXCAVATION.

WOOD1. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND THE LATEST EDITION OF THE NATIONAL DESIGN

SPECIFICATION FOR WOOD CONSTRUCTION.

2. ALL STUDS AND PLATES SHALL BE SOUTHERN PINE OR DOUGLAS FIR LARCH NO. 2 (19% MAX. MOISTURE CONTENT) OR BETTER.

3. ROOF DECK SHALL BE APA 32/16 SPAN RATED SHEATHING, EXPOSURE 1. ATTACH WITH 8D COMMON OR DEFORMED SHANK NAILS PER ROOF PLAN. STAGGER PANELS AS REQUIRED TO AVOID LINING UP END JOINTS.

4. WOOD PLATES, SILLS AND SLEEPERS WHICH REST ON CONCRETE SLABS, ARE IN DIRECT CONTACT WITH THE EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS SHALL BE CCA PRESSURE TREATED WOOD, OR SHALL HAVE APPROVED METAL ATTACHMENT.

5. ALL TRUSSES MUST BE SECURELY BRACED BOTH DURING ERECTION AND PERMANENTLY AS REQUIRED BY THE TRUSS MANUFACTURER. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY FIELD BRACING TO ASSURE ROOF TRUSSES ARE INSTALLED AT THE PROPER SPACING AND ARE STRAIGHT AND PLUMB.

6. METAL PLATE CONNECTED WOOD TRUSSES SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH ANSI/TPI -1995. ENGINEERING DRAWINGS AND DESIGN CALCULATIONS SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER WHO IS LEGALLY AUTHORIZED TO PRACTICE IN THE JURISDICTION WHERE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES OF THE KIND INDICATED AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION. THE TRUSS FABRICATOR SHALL SUPPLY ALL HARDWARE ANDFASTENERS FOR JOINING MEMBERS SUPPLIED BY THE TRUSS FABRICATORS.

7. ROOF TRUSSES SHALL BE DESIGNED FOR THE STRUCTURAL LOADS INDICATED ON THE STRUCTURAL DRAWINGS.

8. ROOF TRUSSES SHALL BE DESIGNED TO LIMIT THE MAXIMUM LIVE LOAD DEFLECTION TO SPAN/360 AND MAXIMUM TOTAL LOAD DEFLECTION TO SPAN/240.

9. CONTRACTOR SHALL NOT CUT, NOTCH OR BORE HOLES IN WOOD TRUSSES UNLESS APPROVED BY THE WOOD TRUSS DESIGNER.

10. TRUSS BOTTOM CHORDS SHALL BE PERMANENTLY CONNECTED BY BRIDGING. BRIDGING REQUIREMENTS SHALL BE DETERMINED BY THE TRUSS DESIGNER/MANUFACTURER, BUT SHALL CONSIST OF NOT LESS THAN 1-INCH BY 3-INCH LUMBER, DOUBLE NAILED AT EACH TRUSS LOCATION. SPACINGOF BRIDGING SHALL NOT EXCEED 8'-O" O.C.

11. WEB MEMBER PLANE BRIDGING SHALL BE DETERMINED BY THE TRUSS DESIGNER/MANUFACTURER.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY FIELD BRACING TO ASSURE ROOF TRUSSES ARE INSTALLED AT THE PROPER SPACING AND THAT THEY ARE STRAIGHT AND PLUMB.

13. TRUSS CHORDS SHALL BE FABRICATED OF SOUTHERN PINE OR DOUGLAS FIR LARCH NO.2 (19% MAX. MOISTURE CONTENT) OR BETTER.

14. TRUSS WEB MEMBERS SHALL BE FABRICATED OF SOUTHERN PINE OR DOUGLAS FIR LARCH NO. 2 (19% MAX. MOISTURE CONTENT) OR BETTER.

15. ALL SPECIFIED FASTENERS SHOWN IN THESE DOCUMENTS MUST BE INSTALLED ACCORDING TO THE MANUFACTURERS INSTRUCTIONS. ALL FASTENERS IN A CONNECTION MUST BE USED. ALL FASTENERS MUST BE INSTALLED PRIOR TO LOADING THE CONNECTION.

16. SUBSTITUTIONS FOR SIMPSON STRONG TIE CO., INC’S PRODUCTS MUST BE PRE-APPROVED IN WRITING BY THE ENGINEER OR ARCHITECT. SUBSTITUTION REQUESTS MUST BE ACCOMPANIED BY EVALUATION REPORTS FROM THE INTERNATIONAL CODE COUNCIL.

17. PARALLEL STRAND LUMBER (PSL) MEMBERS SHALL CONFORM TO THE FOLLOWING:E = 2,000,000 PSIFb = 2,900 PSIFv = 285 PSI

1. INSPECTION BY A REGISTERED BUILDING INSPECTOR EMPLOYED BY A TESTING LAB SHALL BE PROVIDED FOR THE ITEMS IN THE TABLE BELOW.

INSPECTION

2. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETE & SUBMITTED TO THE FIELD INSPECTION DIVISION.

3. AN APPLICATION FOR OFF-SITE FABRICATION MUST BE SUBMITTED TO THE FIELD INSPECTION DIVISION FOR APPROVAL PRIOR TO FABRICATION.

4. A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION PRIOR TO THE ERECTION OF PREFABRICATED COMPONENTS.

MATERIAL, SYSTEM, COMPONENT AND WORK REQUIRED TO HAVE SPEC. INSP.

TYPE OF SPEC. INSP. INSPECTION NOTESCONTINUOUS PERIODIC

STRUCTURAL WOOD:

CONCRETE:

SPECIAL CASES:

SOILS:

NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC FORCE RESISTING SYSTEM

SHEARWALLS, DIAPHRAGMS WITH FASTENER SPACING OF THE SHEATHINGIS MORE THAN 4 INCHES

X

NOT REQUIRED

INCLUDING SHEARWALLS, DIAPHRAGMS, DRAG STRUTS,BRACES AND HOLDOWNS.

FOUNDATIONS WITH f'c <= 2500 NOT REQUIREDINSPECTION OF REINF. STEEL INCLUDING PRESTRESSING TENDONS, AND PLACEMENT

VERIFYING USE OF REQUIRED DESIGN MIX

TAKING TEST SAMPLES

X

X

X

INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT

INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMP. AND TECHNIQUE

INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMESIONS OF THE CONCRETE MEMBER BEING FORMED.

X

X

X

ACI 318: 3.5, 7.1-7.7

ACI 318: CHAPTER 4, 5.2-5.4

ACI 318: 5.6, 5.8

ACI 318: 5.9, 5.10

ACI 318: 5.9, 5.10

ACI 318: 6.1.1

EPOXY:SIMPSON 'SET-XP' (ICC-ESR 2500)SIMPSON 'SET' (ICC-ESR 1772)HILTI 'RE 500' (ICC-ESR 2322)HILTI 'HY 200' (ICC-ESR 3187)

AWNING CONSTRUCTIONS

INSPECTION OF FABRICATORS

X

X

X

THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS AND CLEANING, SPACING, EDGE DISTANCE AND EMBOEDMENT.

VERIFY MATERIAL BELOW FOOTING AREADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITYVERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIALPERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALVERFIY USE OF PROPER MATERIALS,DENSITIES AND LIFT THICKNESSES DURING PALCEMENT AND PRIOR TO PLACEMENT OF CONTROLLEDFILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY

X

X

X

X

X

SPECIAL INSPECTIONS TABLE

SHOP DRAWINGS

1. CODE COMPLIANT STRUCTURAL DESIGN OF THE FOLLOWING ITEMS IS DEFERRED TO THE GENERAL CONTRACTOR.A.) METAL PLATE CONNECTED WOOD TRUSSESB.) CANOPYC.) AWNING

2. DEFERRED SUBMITTALS SHALL INCLUDE SUBSTANTIATING STRUCTURAL CALCULATIONS AND SHALL BEAR THE SIGNED WET STAMP OF A REGISTERED PROFESSIONAL ENGINEER WHO IS LEGALLY AUTHORIZED TO PRACTICE IN THE JURISDICTION WHERE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES OF THE KIND INDICATED. DEFERRED SUBMITTALS SHALL BEAR THE APPROVAL STAMP OF THE PROJECT ENGINEER OF RECORD.

3. ALL SHOP DRAWINGS AND SUBMITTALS MUST BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL. ENGINEER’S REVIEW OF SHOP DRAWINGS IS LIMITED TO CHECKING FOR GENERAL CONFORMANCE WITH DESIGN DRAWINGS AND STRENGTH OF COMPONENTS AND MATERIALS. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES FROM THE DESIGN DRAWINGS, QUANTITIES, DIMENSIONAL ERRORS OR OMISSIONS IN THE SHOP DRAWINGS.

4. ALL SHOP DRAWINGS MUST BE ORIGINAL DOCUMENTS AND SHALL NOT BE REPRODUCTIONS OF THESE CONTRACT DOCUMENTS.

5. SUBMIT SHOP DRAWINGS DETAILING FABRICATION OF EACH MEMBER AND ITS CONNECTIONS. DETAIL DRAWINGS ARE TO BEPREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER.

6. CONTRACTOR SHALL SUBMIT STRUCTURAL SHOP DRAWINGS FOR THE FOLLOWING:A.) CONCRETE MIX DESIGN AND MATERIALSB.) CONCRETE REINFORCING STEELC.) PREFABRICATED WOOD AND LIGHT GAGE TRUSSES & CONNECTIONSD.) CANOPY AND AWNING CONNECTION DETAILS

LIGHT GAGE METAL FRAMING1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

ALL LIGHT GAGE METAL FRAMING AND CONNECTIONS SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISI “SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS” AND NAAMM ML/SFA 540 “LIGHTWEIGHT STEEL FRAMING SYSTEMS MANUAL.”

ALL LIGHT GAGE METAL FRAMING IDENTIFICATION SHOWN IN THESE DOCUMENTS IS IN ACCORDANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA).

ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM STEEL HAVING A GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM A-653. STEEL MATERIAL SHALL HAVE A MINIMUM YIELD STRESS OF 33 KSI EXCEPT MEMBERS OF 54 MIL THICKNESS OR HEAVIER SHALL HAVE A MINIMUM YIELD STRESS OF 50 KSI.

ALL CONNECTIONS SHALL BE MADE WITH A MINIMUM OF (4) #10-16 SCREWS OR EQUIVALENT WELDS. (UNLESS NOTED OTHERWISE ON THE DRAWINGS)

ALL SCREWS SHALL BE OF THE DIAMETER AND SIZE INDICATED ON THE DRAWINGS, AND SHALL BE THOSE MANUFACTURED AND TESTED BY ITW BUILDEX. MINIMUM SPACING AND EDGE DISTANCE FOR SCREWS SHALL BE THE GREATER OF EITHER 1/2 INCH OR 3 X SHANK DIAMETER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. SCREW PENETRATION THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THREE EXPOSED THREADS. SELECT SCREWS WITH AN ADEQUATE CUTTING TIP TO ACCOMMODATE THE TOTAL THICKNESS TO BE DRILLED. DRILLING MUST BE COMPLETED BEFORE THE THREADS ENGAGE THE MATERIAL. WHERE SCREW ATTACHMENTS ARE MADE TO FRAMING COMPONENTS OF DIFFERENT THICKNESSES, THE THINNEST COMPONENT MUST BE PENETRATED FIRST. (UNLESS NOTED OTHERWISE) ALL SCREWS ARE TYPE ‘T1'.

DIAGONAL STRAP BRACING SHALL BE ATTACHED AT ALL INTERSECTIONS WITH VERTICAL MEMBERS WITH A #10-16 SCREW OR EQUIVALENT WELDS.

WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.3 - LATEST EDITION, STRUCTURAL WELDING CODE, SHEET STEEL.

SUGGESTED WELD METAL AND PROCESS FOR SHOP WELDING ARE: 70 ksi WELD METAL STRENGTH (MINIMUM). SUGGESTED METHODS FOR FIELD WELDING: 1/8" (UNLESS NOTED OTHERWISE) E70XX (MINIMUM) ELECTRODE - SMAW; OR”GASLESS” MIG.

MINIMUM WELD THROAT THICKNESS (t) MUST MATCH OR EXCEED THE BASE STEEL THICKNESS OF THE THINNEST CONNECTED PART UNLESS NOTED OTHERWISE.

WEB STIFFENERS FOR STUD JOISTS SHALL BE PROVIDED AT ALL REACTION POINTS, INTERMEDIATE CONCENTRATED LOADS, AND WHERE INDICATED ON THE DRAWINGS.

SEQUENCING OF WELDS SHALL BE SO AS TO AVOID DISTORTION OF MEMBERS. REPLACE ALL MEMBERS WHEN BURN THROUGH OCCURS DURING WELDING.

ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED ON ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED.

NO SPLICES IN STUDS, JOISTS, OR OTHER LOAD CARRYING MEMBERS MAY BE MADE WITHOUT PRIOR ENGINEERING REVIEW AND SPECIFIC DETAILS FOR ANY SUCH SPLICE(S).

TRACK MEMBERS SHALL MATCH DEPTH AND MIL THICKNESS (GAGE) OF STUDS UNLESS NOTED OTHERWISE.

PROVIDE HEADERS AND SUPPORTING STUDS FOR FRAMING OF WALL OPENINGS.

1100 Main StreetSuite 2200Kansas City, Missouri 64105

Phone : 816-842-7552Fax : 816-842-1302DRAWINGS & SPECIFICATIONS REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. COPIES OF THE DRAWINGS & SPECIFICATIONS RETAINED BY THE CLIENT MAY BE UTILIZED ONLY FOR THEIR USE & FOR OCCUPYING THE PROJECT FOR WHICH THEY WERE PREPARED & NOT FOR CONSTRUCTION OF ANY OTHER PROJECT

PROJECT #

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[Date]

GENERAL NOTES&

ABBREVIATIONS

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REVISIONS


SHEET LIST

SHEETNUMBER SHEET NAME

CURRENTREVISION

CURRENTREVISION

DATE

S1.00 GENERAL NOTES &ABBREVIATIONS


S5.00 ROOF FRAMING PLAN


S4.00 FOUNDATION PLAN

S6.00 FOUNDATION DETAILS

S7.00 ROOF FRAMING DETAILS

S8.00 ROOF FRAMING DETAILS,ISOMETRIC VIEW

A DETAILA/

S2

1'-6"

10'-0"

N.T.S.

FOR PIPES MORE THAN3'-0" BELOW THE BOTTOMOF THE FOOTING. TRENCHMAY BE BACKFILLED WITHCOMPACTED FILL PERSPECIFICATIONS. DO NOTTRENCH BELOW FOOTINGAFTER FOOTING HAS BEENPOURED.

NO PIPE ALLOWED TOPASS THROUGH THISPORTION OF FOOTING.

PLUMBING OR CONDUIT TO BEHELD AS HIGH AS POSSIBLE.

CONCRETE FILL SHALL BE SAME WIDTHAS FOOTING AND FULL WIDTH OF TRENCH.PLACE FILL BEFORE FOOTING IS PLACED.

NO EXCAVATIONBELOW THESE LINES.

1

2

2

1

COMPACT TO90% OPTIMUMDENSITY.

T.O.GRADE

BACKFILL PER SPECIFICATIONS

MIN

.

6"

MIN

.

4"9"

2" M

IN.

1'-6" MIN. 1'-6" MIN.

ØØ

12Ø

1

6

BENDS AND HOOKS #3 THRU #8

#9,#10 & #11

#14 & # 18

SPLICES

NOTE: LENGTH OF LAPFOR CLASS B SPLICESHALL BE 50Ø FORCONCRETE (60Ø FORMASONRY). CLASS BSPLICES SHALL BENOTED ON THE PLANS.

NOTE: USE THE LARGER BARDIAMETER (Ø) OF THE BARSIN THE SPLICE TO DETERMINESPLICE LENGTH.

CLASS A SPLICE

4Ø

5Ø

6Ø

4" MIN.

6Ø

Ø1

1/2"

MIN

.1

1/2Ø

Ø2'-0" MIN. LAP

50Ø FOR MASONRY40Ø FOR CONCRETE

TYP.

2x STUD TYP.

2x OR 3x BLOCKING, TYP.

DBL 2x END STUD, MIN. U.N.O.KING POST

2x TRIMMER

HOLDOWN ANCHOR PER SCHEDULE AND PLAN

6" (TYP.)14" AT HOLDOWN ANCHOR

"X"INDICATES EDGE NAILING-SEE SHEAR PANEL

SCHEDULE FOR NAIL SIZE AND SPACING.

2x TREATED SILL PLATE, TYP.

SILL ANCHOR BOLT PER SCHEDULE

S3

3

S3

1

S2

5

3/8"

MIN

., TY

P

2' -

0" M

IN. O

FFSE

T2'

- 0"

MIN

. OFF

SET

12" T

YP.

FN

ENEN

EN EN

DBL PL.

OFF

SET

2' -

0" M

IN.

*

*

EN EN

ENEN

EN EN

ENEN

EN EN

*

** - MINIMUM DIMENSION OF ANY SHEET = 2' - 0"

NOTES:1. FOR SHEAR WALL SCHEDULE, SEE

2. INDIVIDUAL PIECES OF WOOD STRUCTURAL PANEL SHALL BE NOT LESS THAN 2'-0" IN LEAST DIMENSION NOR 8 FT. IN AREA.

3. RE-TIGHTEN BOLTS BEFORE CLOSING.

4. FOR DOUBLE TOP PLATE SPLICE, SEE

PROVIDE FURRING OR BACKING OF THICKNESS AS REQUIRED TO MAINTAIN A COMMON WALL PLANE AT ALL WOOD STUD WALL SURFACES WHICH ARE ONLY PARTIALLY SHEATHED WITH WOOD STRUCTURAL PANEL COORDINATE AND ADJUST HEAD, JAMB AND SILL DETAILS AS REQUIRED FORPROPER OVERALL WALL THICKNESS.

"X" 3/8"

3/8"

(2) 2x PLATES OR PLATES TO BEAM

SPLICE STRAP PER PLAN

SPLICE

NOTE:SPLICE ONLY PERMITTED ATMID 1/3 OF SHEAR WALL.

w/ (10) 16d NAILS, MIN, U.N.O.

48" SPLICE

EQ EQ

STRAP PER PLAN

(2) 2x PLATES OR PLATES TO BEAM

LOCATE VERTICAL STUDS AT SPLICE

BUTT END OR ENDOF SILL PLATE

6"6"

3" MIN. WHEREDRYPACK OCCURS

TOP OF CONC.

2x NAILER, TYP.U.N.O.

BORE OR NOTCH

"W"

TYPICAL SILL PLATE

PLAN

MINIMUM SILL BOLT

A

C

B

SILL BOLT REQUIREMENTS

1. PROVIDE A MINIMUM SILL BOLT EMBEDMENT OF 7" BELOW FINISH FLOOR OR TOP OF CURB.

2. PROVIDE AN ADDITIONAL SILL BOLT 6 INCHES FROM EACH END OF EACH

3. WHERE SILL PLATES ARE BORED OR NOTCHED IN EXCESS OF 1/3 OF THE SILL PLATE WIDTH, PROVIDE ADDITIONAL SILL BOLTS 6 INCHES EACH SIDE OF BORE OR NOTCH.

4. SET ALL SILL BOLTS WITH A SETTING TEMPLATE BEFORE PLACING CONCRETE. STABBING OR PUSHING OF SILL BOLTS INTO WET CONCRETE IS EXPRESSLY PROHIBITED

5. PROVIDE A MINIMUM SILL BOLT PROJECTION ABOVE THE CONCRETE AS SHOWN ON DETAIL C.

6"

.

t

WIDTH = 1/8"

t/3

SLAB ON GRADE PER PLAN

CRACK CONTROL JOINT (CCJ)

CONSTRUCTION JOINT

0' - 8" 0' - 8"

tt


LOAD TRANSFER DEVICEPER SPECIFICATION

NOTE: CUT CONTROL JOINT AS SOON AS CONCRETE CAN SUPPORT MACHINE AND LABORERS WITHOUT DAMAGING CONCRETE SURFACE. SEE FOUNDATION PLAN OF CONTROL JOINT LOCATIONS.

#5 VERT. MIN.TYP. U.O.N.

TYP. CORNER TYP. INTERIOR

DOUBLE LAYER REINFORCING

30 x DIA. (18" MIN.)

30 x DIA. (18" MIN.)

30 x

DIA

. (18

" MIN

.)

TYP.

6"

2x STUDREF. PLAN

HEADERREF. PLAN

USE (4) 16d TO POSTAT 4x6 TRIMMER &20d AT 12" O.C. AT REMAINDER

TRIMMER STUD(1) 2x MIN. (U.O.N.)WHERE INDICATED

1 STUD ADJACENTFOR EXTERIOR OPENING (U.O.N.) ON THE PLANS & INTERIOR OPENING

FOR MULTIPLE

2x BLOCKING AT MID HEIGHT

16d AT 12" O.C.TYP. (U.O.N.)

2x FIRESTOP

(4) 16dEACH

END

WALLHEIGHT

OPENINGWIDTH

KING POST(U.O.N)

8"

8"

10"

10"

10"

6'-0"

10'-0"

4'-0"

8'-0"

10'-0"

(1) 2x

(2) 2x

(1) 2x

(2) 2x

(3) 2x

SILL PLATE

0.145" DIAMETER AT 32" O.C.POWDER ACTUATEDFASTENER W/ (2) 7/8" WASHER W/ MIN. 1 1/2" EMBED AT 32" O.C.


SIMPSON A35, TYP.

ROOF TRUSS, TYP.

2x6VERT. BLOCKINGAT 24" O.C. W/ (2) 16dEACH END, EACH SIDE

SILL PLATE

0.145" DIAMETER AT 32" O.C.POWDER ACTUATEDFASTENER W/ (2) 7/8" WASHER W/ MIN. 1 1/2" EMBED AT 32" O.C.


ROOF TRUSSES, TYP.

WALL PARALLEL TO TRUSSES WALL PERPENDICULAR TO TRUSSES

1" C

LR

1" C

LR


PREPARED SUBGRADE PER GEOTECHNICAL ENGINEER

4" GRANULAR FILL

WWF OR REINF. (CENTERED IN SLAB) PER PLAN

VAPOR BARRIER PER PLAN

VERT. STUDS

2x D.F. SILL PLATE (P.T.)

0.146" DIA. x 2 7/8" REDHEAD PIN AND WASHER (ICC ESR-2690) @ 32" O.C.

1 1/2"#4 CONT. NOSING BAR

't'

MAX8"

NOTE: SEE DETAIL ABOVE FOR INFORMATION NOT SHOWN.

't'

2 x 't'

TYPICAL SLAB ON GRADE

DEPRESSED SLAB ON GRADE

EQ.

EDGENAILING

EDGE OF ROOFAND/OR EXTERIORWALL BELOW

BUTT WOOD STRUCTURALPANEL SHEETS ALONG

OF SUPPORTS

EDGE NAILINGFOR SIZE ANDSPACING- SEENOTES

2x4 FLAT BLOCKING WITH Z-SHAPED SHEET METAL CLIPS WITH 4-NAILS EACH END

BUTT WOOD STRUCTURAL PANELSHEETS ALONG

OF BLOCKING

RAFTERS

BLOCKING

FIELD NAILINGTYPICAL-SEENOTES FORSPACING

E.N.

ROOF SHEATHING NOTES:

1. WOOD STRUCTURAL PANEL SHEATHING: PER ROOF PLAN

-THICKNESS: 3/4 INCH

2. NAILS FOR WOOD STRUCTURAL PANEL SHEATHING: PER PLAN

3. PROVIDE WOOD STRUCTURAL PANEL SHEETS NOT LESS THAN 2'-0" IN LEAST DIMENSION NOR LESS THAN 8'-0" SQ. FEET IN AREA. USE FULL SHEETS WHEREVER POSSIBLE.

4. PLACE WOOD STRUCTURAL PANEL SHEET WITH FACE PLIES PERPENDICULAR TO JOISTS.

5. COORDINATE JOIST LAYOUT WITH 4'-0" MODULE AS RELATED TO 48/24 APA RATED SHEATHING EXPOSURE 1.

6. MACHINE APPLIED NAILING: THE CONTRACTOR WILL DEMONSTRATE SATISFACTORY INSTALLATION ON THE JOB AND OBTAIN THE ACCEPTANCE OF ARCHITECT AND/OR STRUCTURAL ENGINEER BEFORE THE USE OF MACHINE APPLIED NAILS CAN BE APPROVED. APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. REMOVE ALL "SHINERS".

7. PREDRILL HOLES FOR NAILING WHEN WOOD TENDS TO SPLIT.

DETAIL

SECTION

A

A

B

BSLAB ON GRADEPER PLAN

SIMPSON CPS6 ARCHITECTURAL POST BASE w/ (4) 10d NAILS AND (1) 5/8" DIA. x 1'-4"

F1554-36 THREAEDED ROD. DRILL AND EPOXY w/ SIMPSON SET EPOXY. EMBED = 5"

L3x3x1/4' 0'-6" EACH SIDEw/ (2) 3/8" DIA. x 3" LAG SCREWS

TO COLUMN & TO BLOCKING. SHORT SLOT HOLES ON VERT. LEG IN VERT.

DIRECTION

SIMPSON A34 AT 24" O.C.TO BLOCKING

GIRDER TRUSS

2x BLOCKING CONT. OVER WINDOW WALL

CLR3"

(2) #4 IN EACH DIRECTION

8"

1' - 0"

10"

HSS4x2 (LLH) HORIZ. TUBE PER ARCH.

1 1/2"

3"1 1/2"

1"

1/2"

HSS4x2 (LLH) VERT. TUBE PER ARCH. w/ 1/2" DIA. x 4" LAG SCREWS @ 12" O.C.

1/8TYP.

2" DIA. ACCESS HOLES FOR SOCKET ACCESS, TYP.

6x6 D.F. POST



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17XXX

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[Date]

TYPICAL DETAILS

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N.T.S.1

TYPICAL PIPE & TRENCH DETAIL

N.T.S.2

TYPICAL REINFORCING BAR DETAILS 1/2" = 1'-0"

3TYPICAL SHEAR WALL CONSTRUCTION

3/4" = 1'-0"4

TOP PLATE SPLICE PLAN

1" = 1'-0"5

DOUBLE TOP PLATE SPLICE

N.T.S.13

SILL PLATE DETAILS 3/4" = 1'-0"

11TYP DTL - SLAB ON GRADE JOINT

3/4" = 1'-0"6

TYP. REINF. @ INTERSECTION OF CONC. BEAMS, WALLS & FTG.

3/4" = 1'-0"10

TYP. HEADER DETAILS (U.O.N.) 3/4" = 1'-0"

12TYPICAL NON-BEARING WALL DETAIL

3/4" = 1'-0"7

TYP DTL - SLAB ON GRADE

N.T.S.9

STRUCTURAL PANEL ROOF SHEATHING 3/4" = 1'-0"

8PARTITION SUPPORT

REVISIONS


FASTENING SCHEDULE PER TABLE ESR-1539CONNECTION FASTENING LOCATION

a,m

1.) JOIST TO SILL OR GIRDER

2.) BRIDGING TO JOIST

3.) 1x6 SUBFLOOR OR LESS TO EACH JOIST

4.) WIDER THAN 1x6 SUBFLOOR OR LESS TO EACH JOIST

5.) 2" SUBFLOOR TO JOIST OR GRIDER

7.) TOP PLATE TO STUD

9.) DOUBLE STUD

12.) RIM JOIST TO TOP PLATE

13.) TOP PLATES, LAPS AND INTERSECTIONS

14.) CONTINUOUS HEADER, TWO PIECES

15.) CEILING JOIST TO PLATE

16.) CONTINUOUS HEADER TO STUD

17.) CEILING JOIST, LAPS OVER PARTITIONS

18.) CEILING JOIST PARALLEL TO RAFTERS

19.) RAFTER TO PLATE

20.) 1" DIAGONAL BRACE TO EACH STUD AND PLATE

21.) 1x8 SHEATHING TO EACH BEARING

22.) WIDER THAN 1x8 SHEATHING TO EACH BEARING

25.) 2" PLANKS

26.) COLLAR TIE TO HIP

29.) JOIST TO BAND JOIST

30.) LEDGER STRIP 5 -3" X 0.131" NAILS

4 - 3" X 0.131" NAILS

4 - 3" X 0.131" NAILS

3" X 0.131" NAILS

3 - 3" X 0.131"

2 - 3" X 0.131" FACE NAIL

2 - 3" X 0.131" NAILS

3 - 3" 0.131 NAILS

4 - 3" X 0.131" NAILS

4 - 3" X 0.131" NAILS

4 - 3" X 0.131"

4 - 3" X 0.131" NAILS

3" X 0.131"

3 - 3" X 0.131 NAILS

3" X 0.131 NAILS AT 6" O.C.

3" X 0.131 NAILS AT 16" O.C.

4 - 3" X 0.162" NAILS

3-1/2" X 0.162" NAILS

2-1/2" X 0.131" NAILS

2-1/2" X 0.131" NAILS

2 - 3" X 0.131" NAILS

3 - 3" X 0.131" NAILS TOE NAIL

TOE NAIL EACH END

FACE NAIL

FACE NAIL

BLIND & FACE NAIL

END NAIL

FACE NAIL

TOE NAIL

FACE NAIL

8" O.C. ALONG EDGE

TOE NAIL

TOE NAIL

FACE NAIL

FACE NAIL

TOE NAIL

FACE NAIL

FACE NAIL

AT EACH BEARING

FACE NAIL

FACE NAIL FACE NAIL

6.) SOLE PLATE TO JOIST OR BLOCKING

SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL

8.) STUD TO SOLE PLATE

10.) DOUBLE TOP PLATES DOUBLE TOP PLATES

11.) BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE

23.) BUILT UP CORNER STUDS

24.) BUILT UP GIRDERS BEAMS

27.) JACK RAFTER TO HIP

28.) ROOF RAFTER TO 2X RIDGE BEAM

3" X 0.131 NAILS AT 12" O.C.

4 - 3" X 0.131 NAILS AT 12" O.C.

4 - 3" X 0.131" NAILS

4 - 3" X 0.131" NAILS

3" X 0.131 NAILS AT 12" O.C.12-3" X 0.131" C

3 - 3" X 0.131" NAILS

3" X 0.131 NAILS

3" X 0.131 NAILS AT 24" O.C.

3" X 0.131 NAILS

5 - 3" X 0.131 NAILS

3" X 0.131" NAILS

5 -3" X 0.131 NAILS

4 - 3" X 0.131 NAILS

TYPICAL FACE NAIL BRACED WALL PANELS

TOE NAILEND NAIL

TYPICAL FACE NAIL LAP SPLICE

TOE NAIL

24" O.C.16" O.C.

FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES

FACE NAIL AT ENDSAND AT EACH SPLICE

TOE NAIL

FACE NAIL

TOE NAIL

FACE NAIL

A. NAILS SHOWN ARE POWER DRIVEN.B. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. * FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. * NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.C. COMMON OR DEFORMED SHANK (6d - 2" X 0.113"; 8d - 2 1/2" X 0.131"; 10d - 3" X 0.148")D. COMMON OR DEFORMED SHANK (6d - 2" X 0.113"; 8d - 2 1/2" X 0.131"; 10d - 3" X 0.148")E. DEFORMED SHANK (6d - 2" X 0.113"; 8d - 2 1/2" X 0.131"; 10d - 3 X 0.148")F. CORROSION-RESISTANT SIDING (6d - 1-7/8" X 0.106"; 8d - 2 3/8" X 0.128") OR CASING (6d - 2" X 0.099": 8d - 2 1/2" X 0.113") NAIL.G. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER INTERMEDIATE SUPPORTS FOR NON-STRUCTURAL APPLICATIONS.H. CORROSION- RESISTANT ROOFING NAILS WITH 7/16 INCH DIAMETER HEAD AND 1 1/2 INCH LENGTH FOR 1/2 INCH SHEATHING AND 1 3/4 INCH LENGTH FOR 24/32 INCH SHEATHING.I. CORROSION - RESISTANT STAPLES WITH A NORMAL 7/16 INCH CROWN AND 1 1/8" LENGTH FOR 1/2 SHEATHING AND 1 1/2 INCH LENGTH FOR 25.32 INCH SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). J. CASING (1 1/2" X 0.080") OR FINISH ( 1 1/2" X 0.072") NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS.K. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS.L. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2 1/2" X 0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS.M. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH.N. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS.O. FASTENING SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUB-FLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.P. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS.

SW SHEATHING EDGE FIELD PLATE / ANCHOR BOLT HOLDOWN REMARKS

2

3

4

1/2" CDX PLWD (32/16), PS1 RATING (EA. SIDE)

1/2" CDX PLWD (32/16), PS1 RATING

1/2" CDX PLWD (32/16), PS1 RATING (EA. SIDE)

1/2" CDX PLWD (32/16), PS1 RATING

0.135"x2" @ 2" O.C.

0.135"x2" @ 4 O.C.

0.135"x2" @ 4" O.C.

0.135"x2" @ 6" O.C.

0.135"x2" @ 12" O.C.

0.135"x2" @ 12" O.C.

0.135"x2" @ 12" O.C.

0.135"x2" @ 12" O.C.

5/8" DIA. A307 (10") @ 12" O.C. W/ WASHER

5/8" DIA. A307 (10") @ 36" O.C. W/ WASHER

5/8" DIA. A307 (10") @ 16" O.C. W/ WASHER

5/8" DIA. A307 (10")@ 48" O.C. W/ WASHER

HDQ8-SDS3

HDU2-SDS2.5

HDU8-SDS2.5

PLYWOOD ON EACH FACE OF STUDS

PLYWOOD ON EXTERIOR FACE OF STUDS

PLYWOOD ON EACH FACE OF STUDS

1. OSB OF COMPARABLE THICKNESS MAY BE USED IN LIEU OF PLYWOOD WHEN APPROVED IN WRITING BY THE PROJECT ENGINEER AND THE LOCAL JURISDICTION.

2. EDGE NAIL WALL PLYWOOD TO STUDS OR POSTS WITH HOLD-DOWNS.

3. ALL PLYWOOD NAILS SHALL BE POWER DRIVEN.

4. EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS IN THE WALL FRAMING PLAN SHALL MEET REQUIREMENTS INDICATED FOR NON-SHEARWALL WALLS IN THE SCHEDULE ABOVE.

5. SHEARWALL LENGTHS WHERE NOTED ARE MIMIMUM. DO NOT LOCATED HOLDOWN FROM THESE DIMENSIONS. SEE ARCH DWGS FOR ACTUAL WALL LENGTHS.

6. HD REFERS TO SIMPSON STRONGTIE CO. HOLDOWNS. INSTALL PER HOLDOWN SCHEDULE 2/S3. POST WIDTH SHALL MATCH STUD WALL WIDTH. SEE FOUNDATION PLAN FOR OTHER REQ'S.

7. WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS LESSTHAN 4" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO WALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3x OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED.

8. THE ANCHOR BOLT LENGTH LISTED IN SCHEDULE ABOVE (EXAMPLE : 10") SHALL BE THE EMBEDMENT LENGTH INTO CONCRETE AND NOT THE OVERALL LENGTH OF THE ANCHOR.

4 REQUIREMENTS FOR EXTERIOR WOOD SHEATHING AT NON-SHEARWALL WALLS

1

PLYWOOD ON EXTERIOR FACE OF STUDS

SIMPSONHOLDOWN

MACHINE BOLT DIA

A B*(MIN.)

SIMPSONANCHOR BOLT

HDU8

HDU2

N/A

N/A

1-3/8"

1-5/16"

12"

10"

PAB7-16

PAB5-16

SINGLE POUR

TOP OF FDN. POURWHERE OCCURS -MAY ALSO BE TOP OF SLAB

3" MIN. CLR. TOBOT. OF FTG.

2x TRIMMER

END POST PER PLAN W/SHEAR PANEL E.N.FULL HEIGHT

HOLDOWN PER PLAN W/SDS-2.5 SCREWS PER

MANUF. SPECIFICATIONS

PRESSURE TREATED SILL PER PLAN

TOP OF SLAB

SIMPSON "PAB" CIP ANCHOR BOLTSINSTALLED PER MANUFACTURER

RECOMMENDATIONS

* INCREASE FOOTING DEPTH AS REQ'D FORANCHOR BOLTEMBEDMENT

** ANCHOR BOLT LENGTH TO EXTEND 6"BEYOND CONST. JOINT

A

.B

2 x 'B', MIN

.

MINIMUM CLEAR COVER

B

6" MIN.

HDQ8 N/A 1- 1/4" 10" PAB7-16

BRIDGING PER TRUSS SUPPLIER

WOOD TRUSS BY TRUSS SUPPLIER, TYP.

NAILS AS REQUIRED PER TRUSS SUPPLIER

1" MAX.

DRILL 1"Ø HOLEBEFORE CUTTINGNOTCH IN WOOD

WOOD STUD

NOTE:

THIS DETAIL SHALL APPLY FOR ELECTRICAL CONDUITS, PLUMBING AND FOR ANY OTHER USES WHICH REQUIRE NOTCHING.

14" MAX.

14" M

AX.

MINOR OPENING

MECHANICAL DUCT OPENINGS

NOTES :

1. NO OPENINGS OVER ONE STUD WIDTH TO OCCUR IN WOOD STRUCTURAL PANEL SHEAR PANELS UNLESS DETAILED ON STRUCTURAL ELEVATIONS. OPENINGS IN WOOD STRUCTURAL PANEL SHALL BE CUT WITH SABER SAW.

2. SEE , THERE SHALL BE

NO OPENINGS/PENETRATIONS AT

SHEAR PANEL. GENERAL CONTRACTOR TO COORDINATE, TYP. U.N.O. ON PLAN

DRILL 1"ØAT CORNERSBEFORECUTTINGOPENINGS

METAL TIE STRAP ATCORNER 2x OR 3x

2x OR 3x BLK'G.TYP.

EDGE NAILAROUNDOPENING

A

B

S3

1

TIE STRAPABOVE SHT'G. TYP.AT CORNERS.

JOIST HANGEREA. END

2x4 FLAT BLK'G. WITH Z-SHAPED SHEET METAL CLIPS WITH 4-NAILS EA. END

PROVIDE FILLER BLOCK

EA. END

JOIST HANGERS EA. END

2x6 MIN.

DBL.

EDGE NAIL SHT'G. TOALL MEMBERS FRM'G.

EDGE OF OPN'G.

DBL. JOIST

2x6 MIN.

NOTE: FOR SMALLOPNG'S. SEE DETAIL S3

6

48" MAX

40" M

AX

GYP. BOARD OR PLYWOOD

SHEATHING - SEE WALL SCHEDULE FOR NAILING

SIMPSON HOLDOWN REF. 2/S3

SSTB ANCHOR BOLT TYP.REF 2/S3

KING STUD POST(2) 2x6

1 TRIMMER STUD REF. PLAN FOR LOCS.

FACE OF ROUGH OPENING


PLYWOOD SHEATHING - SEE WALL SCHEDULE FOR TYPEAND NAILING

SSTB ANCHOR BOLTTYP., REF 2/S3


WALL PLYWOOD E.N.

KING STUD POST (4) 2X6

WALL PLYWOOD E.N.

1X NAILER FOR GYP. BOARD


SHEATHING - SEE WALL SCHEDULEFOR NAILING TYPE




1 TRIMMER STUD REF. PLAN FOR LOCS.

FACE OF ROUGH OPENING


SHEATHING - SEE WALL SCHEDULE FOR NAILING TYPE





PLYWOOD SHEATHING - SEE WALL SCHEDULE FOR TYPEAND NAILING

SSTB ANCHOR BOLT TYP.

REF 2/S3 SIMPSON HOLDOWN REF. 3/S3.

WALL PLYWOOD E.N.

KING STUD POST (2) 2X6

WALL PLYWOOD E.N.

1X NAILER FOR GYP. BOARD


SHEATHING - SEE WALL SCHEDULEFOR NAILING TYPE


SSTB ANCHOR BOLT TYP.REF: 2/S3

KING STUD POST (2) 2x6

WALL PLYWOOD E.N.

KING STUD POST (1) 4x6 & (2) 2x6



PROJECT #

SHEET NUMBER

NOT FOR CONSTRUCTIO

N

S3.00

17XXX

[Project Status]

[Date]

TYPICAL DETAILS

EL P

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FOR

STA

TE O

F AR

IZO

NA

N.T.S.3

HOLDOWN DETAILS

6" = 1'-0"1

SHEATHING AND SHEAR WALL SCHEDULE 3/4" = 1'-0"

2HOLDOWN SCHEDULE

3/4" = 1'-0"4

TRUSS BRIDGING 3" = 1'-0"

5NOTCH IN STUD

3/4" = 1'-0"6

OPENING IN PLYWOOD SHEATHING

3/4" = 1'-0"7

ROOF OPENING AT JOIST

3A 3B 3C

3D 3E

3F

REVISIONS


FOUNDATION PLAN NOTES 1. SLAB ON GRADE SHALL BE 4" THICK MINIMUM w/ #3 REBARS EACH WAY @

18" O.C. AT MIDSLAB ON TOP OF PROPERLY PREPARED SUBGRADE PER SOIL REPORT.

2. FOOTING SIZES PER PLAN.3. ALL ANCHOR BOLTS AND HOLD DOWN ANCHORS SHALL BE TIED IN PLACE

PRIOR TO FOUNDATION INSPECTION.

4. ALL SILL PLATES TO BE PRESSURE TREATED DOUG.FIR.

5. FOR DIMENSIONS AND DETAILS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.

6. SEE ARCHITECTURAL DRAWINGS, FOR SLAB SLOPES AND FLOOR DRAINS.

7. INDICATES SHEAR WALL PER SHEAR WALL PER SCHEDULE ON SHEET S3.

8. PRIOR TO CONTRACTOR REQUESTING A BUILDING DEPT. FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:

A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH SOILS REPORT.

B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED.

C. THE FOUNDATION EXCAVATIONS, SOIL EXPANSION CHARACTERISTICS & BEARING CAPACITY CONFORM TO THE SOILS REPORT.

9. INDICATES SHEAR WALLS AND SHEAR TRANSFERS FOR WALLS BELOW ROOF FRAMING. SEE SHEET S3 FOR SHEARWALL SCHEDULE.

10. INDICATES INTERIOR METAL STEEL STUD WALL. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION.

11. GRID LINES INDICATE OUTSIDE FACE OF STRUCTURAL STUD WALL.

12. INDICATES FOUNDATION KEYNOTE.

1 2 3 4 5

D.1

D

C

B

A

75' - 1"

27' - 6 1/2" 10' - 8 3/4" 11' - 4 3/4" 25' - 5"

15' - 0" 7' - 9"

3

S6.00

38' - 3 1/4" 36' - 9 3/4"

PER

AR

CH

.R

EF. A

RC

H.

PER ARCH.

1

S6.00

S3.00

3F

S3.00

3E

S3.00

3A

S3.00

3A

37'-0"

C.J

.

C.J

.

C.J

.

C.J

.

C.J

.

1

S6.00

3

S6.00

3

S6.00

1

S6.00

C.J

.

C.J.

C.J.

C.J.

1' -

4"

425"-0"

425'-0"

15' - 0"

17' - 9"

S3.00

3C

PER ARCH.

S3.00

3D

S3.00

3E

S3.00

3E

4

S6.00

4

S6.00

8

S6.00

3

3

6x6 WOOD POST

6x6 WOOD POST

1

4' - 9 1/2"

1' -

1 1/

8"

3' - 9 7/8" 4' - 0"

44' -

6"

8"

19' -

7"

3' -

10"

3' -

4"2'

- 8"

B.2B.2

6 3/4" 9' - 9"

5"

37' -

5 1

/2"

7' -

9"21

' - 6

"8'

- 2

1/2"

1' -

8 1/

2"

10' - 8 3/4"

5' - 0" 17' - 6" 5' - 0 1/2"

15'-0"

27'

-6"

14'- 9"

5' -

11"

C.J.

36'

-0"

5

S6.00

215'-0"

27'

- 6"

36' - 9 3/4"

5

5

6

5

4

4

2

2

2

S3.00

3F

4

SIM.

6

4

S6.00

SIM.

S3.00

3C

S3.00

3E

5

4

4

1

1' - 9 1/2"

6 6

1' -

4"

4

4

11' - 4 3/4"

1' - 4"

100' - 0"100' - 0"

6

6

5

S6.00

SIM

5

S6.00

SIM 5

S6.00

SIM

S3.00

3E

1' -

4 1/

2"

2

8

8

88

8

8

8

8

2' -

6"

2' -

6"

1' - 4"

1' - 4"

1' - 10"

1' -

10"

1' - 4"

1' -

10"

1' - 4"

1' - 10"

1' -

10"

1' -

4"

1' - 4"

1' -

4"

1' -

4"

1' -

4"



PROJECT #

SHEET NUMBER

NOT FOR CONSTRUCTIO

N

S4.00

17XXX

[Project Status]

[Date]

FOUNDATIONPLAN

EL P

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95 T

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FOR

STA

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F AR

IZO

NA

1/4" = 1'-0"1

FOUNDATION PLAN

FOUNDATION KEYNOTE

1 8" DEEP x 12" WIDE THICKENED SLAB FOR QUEUE PARTITION COREDRILLING

2 2'-6" x 2'-0" DEEP FOOTING WITH #6 REINFORCING @ 12" O.C. AT TOP AND BOTTOM OF FOOTING WITH #3TIES @ 48" O.C.

3 1'-0" x 1'-0" x 0'-8" DEEP THICKENED SLAB PER DETAIL 8/S2.

4 (2) 2X6 KING STUD WITH E.N.

5 (3) 2X6 KING STUD WITH E.N.

6 4X KING STUD WITH (2)2X TRIMMER WITH E.N.

8 PROVIDE MINIMUM CONCRETE EDGE DISTANCE FOR HOLDOWN ANCHOR BOLT PER DETAIL 2 ON S3.

REVISIONS


TRUSS DESIGN CRITERIA

NOTE:IN ADDITION TO LOADS SHOWN ABOVE, TRUSS SUPPLIER TO DESIGN TRUSSES FOR CONCENTRATED LOADS FROM MECHANICAL UNITS AS SHOWN ON ROOF PLANS. SEE ROOF PLAN FOR PRELIMINARY WEIGHT & LOCATION. CONFIRM LOADS WITH MECHANICAL SUPPLIER PRIOR TO DESIGN OF TRUSS.

BOTTOM CHORD

DEAD LOAD(SERVICE)

10 PSF

TOP CHORD

DEAD LOAD(SERVICE)

10 PSF

TOP CHORD

LIVE LOAD(SERVICE)

20 PSF

WINDWARD PARAPET LOAD

LEEWARD PARAPET LOAD

26.5 PSF WINDWARD14.7 PSF LEEWARD

26.5 PSF WINDWARD14.7 PSF LEEWARD

NOTE: PARAPET (SERVICE) WIND PRESSURES FROM ASCE 7-10 FIGURE 30.9-1, 30.4-1 & 30.4-2A

TOP CHORD

NET WIND UPLIFT (SERVICE)

17.1 PSF (CORNER & EDGE ZONE) / 14.0 PSF (FIELD)

ROOF FRAMING PLAN NOTES

1. ALL ROOF SHEATHING SHALL BE 3/4" THICK (48/24) CDX, TONGUE AND GROOVE w/ BN/EN 10d @ 6" O.C. & FN 10d AT 12" O.C. (U.N.O.)

2. INDICATES FRAMING DIRECTION.3. ALL STRUCTURAL BEARING WOOD WALLS SHALL BE 2x6 VERTICAL STUDS @ 16" O.C. (U.N.O.)4. MINIMUM HEADERS, U.N.O. SHALL BE:

A. 6X6 - UP TO 4'-0" OPENING SPANB. 6X8 - UP TO 6'-0" OPENING SPANC. 6X10 - UP TO 8'-0" OPENING SPAN

5. INDICATES BLOCKED DIAPHRAGM. REFER TO DETAIL 7 ON S7 FOR MORE INFORMATION.

6. FOR ROOF SLOPES & OPENINGS, REFER TO ARCHITECTURAL ROOF PLAN.7. (10) 16d NAILS EACH SIDE OF TOP PLATE SPLICES (TYPICAL, U.N.O.). SEE DETAIL 5 ON S2.8. (F) - INDICATES FLUSH BEAMS.9. BOUNDARY NAILING IS REQUIRED AT ALL DRAG STRUTS & EDGE NAILING IS

REQUIRED AT ALL SHEARWALLS, TYP. 10. INDICATES SHEAR WALL PER SHEAR WALL

SCHEDULE ON SHEET S3.11. SHEARWALLS #1, #2 & #3 ARE REQUIRED TO BE BLOCKED.12. ALL NAILS ARE COMMON, U.N.O.13. (1) 2x IS REQUIRED MINIMUM UNDER BEAMS AND HEADERS, U.N.O.14. MST & CS SIMPSON STRAPS SHALL BE LOCATED ON TOP OF DOUBLE TOP PLATES.15. ENGINEERED WOOD TRUSSES:

A. EACH TRUSS SHALL BE LEGIBLY BRANDED (MARKED) OR OTHERWISE PERMANENTLY AFFIXED WITH THE FOLLOWINGINFORMATION LOCATED WITHIN TWO FEET OF THE CENTER SPAN ON THE FACE OF THE BOTTOM CHORD:

1.) NAME OF TRUSS MANUFACTURING COMPANY2.) DESIGN LOAD AS SHOWN ON CRITERIA BELOW.3.) SPACING OF TRUSS4.) DESIGNED SPAN ON THE FACE OF THE BOTTOM CHORD.

B. BOTTOM CHORD BRACING IS REQUIRED AT 10'-0" O.C. MAXIMUM.C. TRUSS DRAWINGS MUST BE APPROVED WITHIN FIFTY (50) DAYS OF

PERMIT ISSUANCE.D. SUBMIT APPROVED SHOP DRAWINGS & CALCULATIONS TO CITY FOR

PLAN CHECK & APPROVAL.E. APPROVED TRUSS DRAWINGS MUST BE ON JOB SITE FOR INSPECTION PURPOSES.

16. INDICATES ROOF PLAN KEYNOTE.

1 2 3 4 5

D.1

D.1

D

C

BB

A

4

S8.00

3

S8.00

2X8 BLOCKING @ 32" O.C. IN FIRST TWO BAYS,

1

S8.00

6

S8.00

5

S8.00

2

S8.00

DIAPHRAGM

6' - 0" BLOCKED

DIAPHRAGM

3 BAYS BLOCKED

3

S8.00

SIM

2X6 BLOCKING @ 16" O.C. IN FIRST BAY, MATCH STUD

SPACING IN WALL FRAMING

2X6 BLOCKING @ 16" O.C. IN FIRST BAY, MATCH STUD SPACING IN WALL

1

S8.00

SIM

1

S7.00

1

S7.00

1

S7.00

6

S7.00

9

S7.00

1

S7.00 5

S7.00

2

S7.00

5

S7.00

2

S7.00

4

S7.00

R1

4

S7.00

6

S7.00

10

S7.00

8

S7.00

2x8 BLOCKING @ 32" O.C. IN FIRST TWO BAYS,

425"-0"

425'-0"

5.25x16 PSL

5.25x16 PSL

6x8 (LLV)

6x8 (LLV)

4x6

(LLH

)

5.2

5x1

4 P

SL

CANOPYBY OTHERS

AT LDGRSPLICE TYP.

PROVIDE 6x6 BACKING ATTRELLIS CONN., TYP.

CANOPYBY OTHERS

AWNING, BEAM& CONNECTIONSBY OTHERS

(16) 16d EACH SIDEOF TOP PLATE SPLICETYP. AT THIS LINE

2x4 MIN. BLKG.AROUND UNITW/ SIMPSON A34EACH END, TYP.

AT LDGRSPLICE TYP.

CANOPYBY OTHERS

T.O. TRUSS EL. = 15'- 10 1/2"

T.O. TRUSS EL. = 16'- 8"T.O. TRUSS EL. = 16'- 7 3/4"

T.O. TRUSS EL. = 15'- 9"

GIR

DER

TR

USS

DES

FO

R 4

500#

AXI

AL

GIR

DER

TR

USS

DES

IGN

ED F

OR

345

0# A

XIAL

FO

RC

E

4x6

(LLH

)

27' - 6 1/2" 10' - 8 3/4" 11' - 4 3/4" 25' - 5"

1' -

8 1/

2"37

' - 5

1/2

"5'

- 4"

8"

ROOF DRAINS PER PLUMBING DRAWINGS. (TYPICAL)

R1

R3

R7

R6R3

R3

R5

R3

2' - 10"2' - 5" 2' - 8" 1' - 6" 2' - 8"

1' - 2" 2' - 8" 2' - 8" 2' - 8" 10 1/2"2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 1' - 6" 2' - 8"

2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 1' - 0" 2' - 8" 1' - 8" 2' - 5" 1' - 8"

B.2B.2

R1

RT- 12,400#

MAU- 11,412#

RT- 22,400#

KF- 2352#

KF- 1352#

KF- 396#

R8

R8

R8

R8R8

ROOF ACCESS OPENING

215

'-0"

27'

-6"

27'

- 6"

14'- 9" 1

7' - 9"

15'-0"

15' - 0"

37'

-0"

36'

-0"

EF- 150#

R8

44' -

6"

8"

6' -

4 1/

2"4' -

8"

2x8

MIN

. @ 2

4" O

.C.



PROJECT #

SHEET NUMBER

NOT FOR CONSTRUCTIO

N

S5.00

17XXX

[Project Status]

[Date]

ROOF FRAMINGPLAN

EL P

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1/4" = 1'-0"1

ROOF FRAMING PLAN

STRAP/ CONNECTOR KEYNOTES

R1 MSTC28 (H)

R3 CS14 (H) X 7'-0" WITH (15) 8D TO TOP PLATE OR LEDGER & 8D AT 6" O.C. TO BLK

R5 HTS24 (H) LEDGER TO TRUSS

R6 LTP4 @ 6" O.C. GIRDER TO TOP PLATE

R7 CMST12 (H) X 7'-0" WITH (37) 16D TO TOP PLATE & GIRDER

R8 CMSTC16 (H) X 6'-0" WITH (42) 8D TO TOP PLATE

REVISIONS



A

DETAIL "B"

DETAIL "B"

2x6 AT 16" O.C.

CONTINUOUS SHEAR WALLREF. PLAN

2x PRE-TREATED SILL PLATEW/ 5/8" DIA. HEAVY HEX BOLT AT 48" O.C. MAX. (U.O.N.) REF. 1/S3 AT SHEARWALLS

#5 CONT. SLAB REF. PLAN

0.135x2 AT 12" O.C. OR AS REQUIRED PER

SHEAR WALL (REF. PLAN)

EXTERIORSHEATHING

EXTERIORSHEATHING

EDGE NAILING

FACE OF STUDS (TYP.)

.

3" C

LR.

1' - 4"

2' -

0"

#6 REINF. BARS @ 12" O.C. T&Bw/ #3 STIRRUPS AT 48" O.C.

CLR2"

CLR2"


5

(2) #6 REINF. BARS T&Bw/ #3 STIRRUPS AT 48" O.C.

SLAB REF. PLAN

#4 CONT.

2x PRE-TREATED SILL PLATEW/ 5/8" DIA. HEAVY HEX BOLTS AT 48" O.C. MAX. (U.O.N.) REF. 1/S3 AT SHEARWALLS

SHEARWALL REF. PLAN

EDGE NAILING

3" C

LR.

2' -

0"

1' - 4"

.

CLR2"

CLR2"


B

2x PRE-TREATED SILL PLATEW/ 5/8" DIA. HEAVY HEX BOLT AT 48" O.C. MAX. (U.O.N.) REF. 1/S3 AT SHEARWALLS

#4 CONT.

SLAB REF. PLAN

EXTERIORSHEATHING

EDGE NAILING

#6 REINF. BARS @ 12" O.C. T&Bw/ #3 STIRRUPS AT 48" O.C.

2' -

0"TYP2" CLR

2' - 6"

CLR3"

1' - 10 1/2"

2x6 AT 16" O.C.

0.135x2 AT 12" O.C. OR AS REQUIRED PER

SHEAR WALL (REF. PLAN)

EXTERIORSHEATHING

FACE OF STUDS (TYP.)

COUNTINOUS SHEAR WALREF. PLAN

DETAIL "C"

DETAIL "C"

4"

2' -

0"

2

STEEL TUBE PER ARCH.

GLAZING PER ARCH

T.O. SLAB 100' - 0"


WOOD POST PER SECTION (BEYOND)

8

S2.00


C

(3) #6 REINF. BARS T&Bw/ #3 STIRRUPS AT 48" O.C.

SLAB REF. PLAN

#4 CONT.

STOREFRONT GLAZING PER ARCH.

3" C

LR.

2' -

0"

.

1' - 4"

CLR2"

CLR2"

1' - 10"

6"



PROJECT #

SHEET NUMBER

NOT FOR CONSTRUCTIO

N

S6.00

17XXX

[Project Status]

[Date]

FOUNDATIONDETAILS

EL P

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FOR

STA

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F AR

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NA

3/4" = 1'-0"3

GRADE BEAM AT BUMP OUT 3/4" = 1'-0"

1PERIMETER GRADE BEAM

3/4" = 1'-0"4

EXTERIOR SHEAR WALL FOUNDATION

3/4" = 1'-0"8

SECTION @ INTERIOR GLAZING

3/4" = 1'-0"5

GRADE BEAM AT STOREFRONT

REVISIONS


NOT USED

NOT USED

NOT USED

OPEN

(2) SIMPSON A35FOR ONE TRUSS EACH SIDE OF KING STUD

KING STUDREF. PLAN

SIMPSON A35 EACH SIDE (2 TOTAL)

SIMPSON A35 EACH SIDE

(2 TOTAL)

SIMPSON HUCHANGER

HEADER REF. PLAN

TRIMMERSREF. PLAN

EDGE NAILING

REF. S3

SIMPSON LTS12AT 16" O.C.

BOUNDARY NAILING

EDGE NAILING

2x LEDGER W/ HANGERS & (3)16d AT 24" O.C. & 16d AT 8" O.C.TO TOP CHORD

PROVIDE VERTS.AT 16" O.C.

2-2x6 CONT. FROM BLDG.

CORNER

T.O. PARAPET

REF. ARCH'L.

2x6 STUDSAT 16" O.C.

SIMPSON H2AAT 16" O.C.

NAIL PERSCHEDULE

2x6 BLOCKING AT 16" O.C.

W/ SIMPSON A35AT EACH END

GIRDER TRUSSREF. PLAN

4

STUD OR STUDSTO MATCH TRUSSVERTICAL LEG

TRUSSTRUSS

A34 TYP.

PLYWOOD& BLOCKINGBEYOND

SIMPSON H2.5A AT EACH TRUSS,TYP.AT BUILDING CORNERS, SIMPSON H3 (EA SIDE - WITHIN 5'-0")

TOP PLATE OR BEAM

A34 TYP.

A34 TYP.

EDGE NAILING

STRAP REF. PLAN

BOUNDARYNAILING

LEDGERREF. PLAN

2x LEDGER W/(2) 16d TO STUDOR BLOCKING

TRUSS REF. PLAN

POST REF. PLAN

BOUNDARYNAILING

PANEL BLOCKING W/ 8d AT 6" O.C.

SIMPSON H2AAT 16" O.C.

2x6 STUDSAT 16" O.C.

REF. S3

4

2' - 0"

2

S8.00

SPLICE PARAPETTOP PLATE AS INDICATED ON PLAN

GIRDER TRUSSREF. PLAN

POST REF. PLAN

2x BLOCKING

SIMPSON HTSREF. PLAN

2x BLOCKING

SIMPSON A35AT 16" O.C. (U.O.N.)

LEDGER BEYOND

LINE OF PARAPET BEYOND

STRAP REF. PLAN

MIN.

3 4

MIN.

BN

2

S7.00ROOF DECK

ROOF DECK

EDGE NAILING

3x4 FLAT BLOCKING

DOUBLE 2x BLOCKING ATTACHED TO ROOF JOIST W/

SIMPSON PF 26A HANGERSAT EACH HOOD HANGER

L3x3x1/4x0'-6"W/ (2) 1/2" DIAMETER A307 BOLTSTO BLOCKING

VIBRATION ISOLATOR WHERE NECESSARY (TYP. OF 4)

1/2" DIAMETER HANGER ROD (TYP. OF 4)REF. PLAN FOR HOOD LOCATIONSHOOD

REF. PLAN

1/8" DIA. BRAIDED WIRE BRACING (4 TOTAL) AT 45 DEGREES, TYP.

7'-0

" MAX

2x LADDER FRAMING PER PLAN

HANGER

TRUSS REF. PLAN

EQUIPMENT SECURE PERMANUF. SPECS.

TRUSS ORBLOCKINGREF. PLAN

4x SLEEPERS ATPERIMETER OF

PLATFORM

ROOF SHEATHING

(1) SIMPSON A35 ATEACH TRUSS LOCATION

OR AT 24" O.C. (MIN OF 2 EACH SIDE) ATPERIMETER OF MECH'L.PLATFORM. SECURE W/

#10x1" GALV. SCREWS

NOTE: CONTRACTOR TO VERIFYPENETRATIONS W/ ROOF WARRANTY

BOUNDARY NAILING

ROOF ACCESS

2x REF. PLAN

TRUSS BEYOND

1 1/2"



PROJECT #

SHEET NUMBER

NOT FOR CONSTRUCTIO

N

S7.00

17XXX

[Project Status]

[Date]

ROOF FRAMINGDETAILS

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1" = 1'-0"1

HEADER 1" = 1'-0"

2WALL RETURN

1" = 1'-0"3

TRUSS INFILL PARAPET 1" = 1'-0"

4DRAG STRUT

1" = 1'-0"5

DRAG TRUSS

1" = 1'-0"7

TRUSS BAY BLOCKING & ROOF DECK BLOCKING 1" = 1'-0"

8HOOD CONNECTION DETAIL

1" = 1'-0"6

TRUSS BAY BLOCKING

1" = 1'-0"9

RTU CURB 1" = 1'-0"

10OPENING IN ROOF

REVISIONS


TRUSS BEARING111' - 2"

A

T.O. HIGH PARAPET123' - 5"

2-2x6 TOP PLATE

2x6 VERTICAL LEG OR TRUSS

2x6 BLOCKING & SIMPSON LTP4AT 16" O.C. BETWEEN 2x6

2x6 BLOCKING W/10d AT 4" O.C. TO WALL BLOCKING

ROOF SHEATHING

PRE-FAB TRUSS REF. PLAN

SIMPSON H2.5A AT EACH TRUSS,TYP.AT BUILDING CORNERS, SIMPSON H3(EA SIDE - WITHIN 5'-0")

2-2x6 TOP PLATE

2x6 AT 16" O.C.

BOUNDARY NAILING

SHEAR WALL PLYWOODSHEATHING

SIMPSON A34 TO 2x6 PARAPETINFILL STUD


A (2) 2x6 TOP PLATE

2x6 BLOCKING

2x6 BLOCKING W/ 10d AT 4" O.C. TO WALL BLOCKING

ROOF SHEATHING

2x6 AT 16" O.C. BETWEEN TRUSSES

PLYWOODSHEATHING

SIMPSON A34 TO 2x6 PARAPETINFILL STUD

3

S7.00

T.O. PARAPET121' - 0"

4x BLOCKING AT EXTERIOR ELEMENT SUPPORTS

PRE-FAB TRUSS REF. PLAN

SIMPSON H2.5A AT EACH TRUSS,TYP.AT BUILDING CORNERS, SIMPSON H3(EA SIDE - WITHIN 5'-0")

2-2x6 TOP PLATE

2x6 AT 16" O.C.


5

2x6 BLOCKING

BOUNDARY NAILING

SIMPSON H2A AT EACH STUDTO BLOCKING

2x6 LEDGER W/ (3)10d AT EACH STUD

2x6 BRACE AT 16" O.C.w/ (4) 10d TO 2x6

BLOCKING EACH END

2x6 CONT.W/ (3) 10d

AT EACH STUD

SIMPSON A35AT EACH STUD

2-2x6 TOP PLATE

2x6 AT 16" O.C.

ROOF DECK

2x6 BLOCKINGAT 16" O.C.

2x6 AT EACH STUDW/ SIMPSON LU26EACH END

T.O. PARAPET121' - 0"


2-2x6 TOP PLATE

2x6 AT 16" O.C.

ROOF DECK

10d AT 4" O.C. TO BLOCKING

2x8 BLOCKING AT EACH STUDIN 1ST TWO BAYS

SIMPSON LSTA12 AT BLOCKING

2x6 BLOCKING

BOUNDAR NAILING

2x JOIST AT WALL W/ (4) 10d AT EACH STU & 10d AT 4" O.C. TO

BLOCKING

SIMPSON H2A AT EACH STUD

T.O. LOW PARAPET118' - 11"

T.O. MID PARAPET120' - 0"


C

2-2x6 TOP PLATE

2x6 AT 16" O.C. BETWEEN TRUSSES

2x6 VERTICAL LEG OF TRUSS

2x6 BLOCKING

2x6 BLOCKING W/(3) 10d TO INFILL STUD & 10d AT 4" O.C. TO WALL BLOCKING

ROOF DECK

SIMPSON H2. 5A AT EA. INFILL STUD

SHEAR WALLPLYWOOD SHEATHING

SIMPSON A34 TO 2x6 PARAPET INFILL STUD

PRE-FAB TRUSSREF. PLAN

T.O. GLAZING = 109' - 10"

CANOPYBY OTHERS

BEAM PER PLAN

6x BLOCKING AT CANOPY TENSION ROD SUPPORT w/ A35 EA END

GLAZING PER ARCH.


B

T.O. HIGH PARAPET123' - 5"

2x6 AT 16" O.C. BETWEEN TRUSSESW/ SIMPSON LTP4 AT 32" O.C.

2x6 BLOCKING W/ (3) 10d TO INFILL STUD10d AT 4" O.C. TO WALL BLOCKING

ROOF SHEATHING

PRE-FAB TRUSSREF. PLAN

SIMPSON H2.5AAT EACH TRUSS

BEAM PER PLAN

PLYWOODSHEATHING

BOUNDARY NAILING

SHEAR WALLPLYWOOD

SHEATHING

SIMPSON A34TO 2x6 PARAPET

INFILL STUD

3

S7.00 2-2x6 TOP PLATE

CANOPYBY OTHERS

AWNING (BY OTHERS)

6x BLOCKING AT CANOPY TENSION ROD SUPPORT w/ A35 EA END

GLAZING PER ARCH.

T.O. GLAZING = 109' - 10"

CANOPY BY OTHERS

T.O. WALL = 120' - 0"

T.O. WALL = 123' - 5"

T.O. WALL = 118' - 11"

T.O. WALL = 118' - 11"

T.O. WALL = 121' - 9"

T.O. WALL = 121' - 0"

T.O. WALL = 123' - 5"

RT- 12,400#

RT- 22,400#

KF- 2352#

KF- 1352#

KF- 396#

MAU- 11,412#

T.O. SLAB 100' - 0"

MONOSLOPE TRUSS, TYP.



PROJECT #

SHEET NUMBER

NOT FOR CONSTRUCTIO

N

S8.00

17XXX

[Project Status]

[Date]

ROOF FRAMINGDETAILS,

ISOMETRIC VIEW

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3/4" = 1'-0"4

ROOF FRAMING SECTION 3/4" = 1'-0"

3ROOF FRAMING SECTION 3/4" = 1'-0"

1ROOF FRAMING SECTION 3/4" = 1'-0"

2ROOF FRAMING SECTION 3 @ MID ROOF

3/4" = 1'-0"6

ROOF FRAMING SECTION @ GLAZING 3/4" = 1'-0"

5ROOF FRAMING SECTION

73D ISOMETRIC VIEW

REVISIONS


VENTILATION SCHEDULE (ASHRAE 62.1)

RT. # MINIMUM VENTILATION DESIGN VENTILATION SUPPLY RETURN

TOTAL VENTILATION

RT-1 900 900 4375 3475

RT-2 900 900 4375 3475

1800

MECHANICAL SYMBOLS & SPECIFICATIONS

18"/24"

12"SD1

325 CFM

12"SD2

325 CFM

24"X24"RG1

EG1

400 CFM

T

RT

X

12"SD4

325 CFM

S

F

12"SD3

325 CFM

EF

X

CONNECT TO EXISTING

RECTANGULAR SHEET METAL DUCTWORK, SIZE IS AIRSIDE. FABRICATION, GAUGES, AND REINFORCING IN ACCORDANCE WITH SMACNA STANDARDS FOR 2" W.C. PRESSURE. LINE ALL RECTANGLE SUPPLY DUCTS WITH 1" THICK 1-1/2 LB. DENSITY NON SLOUGH FINISH GLASS FIBER DUCT LINER. INSULATE ALL ROUND SUPPLY SHEET METAL DUCTWORK WITH 1-1/2" FACED GLASS RISER DUCT WRAP.

SLOPE UP OR DOWN IN DUCTWORK. COORDINATE DUCTWORK WITH EXISTING CONDITIONS AND PROVIDE OFFSET AS NECESSARY.

LAY-IN SUPPLY DIFFUSER, NECK SIZE AND CFM. SIMILAR TO TITUS TDC LOUVERED FACE AND FRAM TO FIT 24"X24" INVERTED T-BAR CEILING.. WHITE FINISH STEEL. PAINT DIFFUSER TO MATCH ADJACENT CEILING COLOR. COORDINATE COLOR WITH ARCHITECT. CONNECT TO DIFFUSER WITH NECK SIZE INSULATED ROUND FLEXIBLE DUCT SIMILAR TO THERMAFLEX TYPE "G-KM" MAXIMUM 6'-0" IN LENGTH. CONNECT TO TRUNK DUCT WITH SPIN-IN FITTING, ADJUSTABLE BALANCING DAMPER AND ROUND SHEET METAL DUCTWORK. IN RUNS EXCEEDING 6'-0" INSULATE ROUND SHEET METAL DUCTWORK WITH 1-1/2" FACED GLASS FIBER DUCT WRAP. PROVIDE DIFFUSERS WITH OPTIONAL VOLUME DAMPER. PROVIDE DIFFUSER WITH TITUS TRM RAPID MOUNT FRAME FOR INSTALLATION IN GYP. BOARD CEILING.

LAY-IN SUPPLY DIFFUSER, NECK SIZE, AND CFM, 24"X24". SIMILAR TO TITUS PAS PERFORATED FACE AND FRAME TO FIT 24"X24" INVERTED T-BAR CEILING. WHITE FINISH STEEL. INSTALLATION CHARACTERISTICS SIMILAR TO SD1. PROVIDE DIFFUSERS WITH OPTIONAL VOLUME DAMPER.

SURFACE MOUNT SUPPLY DIFFUSER, NECK SIZE AND CFM. SIMILAR TO TITUS TDC LOUVERED FACE 18"X18". WHITE FINISH STEEL. PAINT DIFFUSER TO MATCH ADJACENT CEILING COLOR. COORDINATE COLOR WITH ARCHITECT. PROVIDE DIFFUSERS WITH OPTIONAL VOLUME DAMPER. INSTALLATION CHARACTERISTICS SIMILAR TO SD1.

LAY-IN SUPPLY DIFFFUSER, NECK SIZE, AND CFM, 12"X12". SIMILAR TO TITUS TMS. INSTALLATION CHARACTERISTICS SIMILAR TO SD1. PROVIDE DIFFUSER WITH OPTIONAL VOLUME DAMPER.

LAY-IN RETURN GRILLE. SIMILAR TO TITUS 50F, 1"X1"X1" EGGCRATE GRILLE WITH FRAME TO FIT 24"X24" INVERTED T-BAR CEILING. WHITE FINISH ALUMINUM. WHERE INDICATED TO INSTALL IN GYP BOARD CEILING, PROVIDE TITUS MODEL TRM FLANGED FRAME FOR GYP BOARD MOUNTING OF LAY-IN FRAME.

SURFACE MOUNTED ALUMINUM EXHAUST GRILLE. GRILLE SIZE AND CFM. SIMILAR TO TITUS 355FL, WITH 35° FIXED DEFLECTION BLADES ON 1/2" CENTERS. FURNISH IN STANDARD WHITE FINISH. PROVIDE GRILLE WITH OPTIONAL OPPOSED BLADE DAMPER.

PROVIDE 5" STAINLESS CATEGORY III VENTING SYSTEM, UL LISTED WITH APPROVED HEAT RESISTAN SEALANT, BACKFLOW PREVENTER, VERTICAL CONDENSATION DRAIN, ROOF FLASHING AND ROOF CAP. ENTIRE SYSTEM SHALL BE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND DIAGRAMS.

PROGRAMMABLE ROOM THERMOSTAT. PROVIDE MULTI-STAGE HEAT/COOL HEAT PUMP PROGRAMMABLE THERMOSTAT COMPATIBLE WITH INSTALLED EQUIPMENT AND LANDLORD'S SYSTEM. MOUNT THERMOSTAT AT 60" AFF AS COORDINATED WITH INTERIOR WALL FINISHES. PROVIDE COMPATIBLE REMOT SENSOR FOR SYSTEM WHEN INDICATED ON PLAN. INSTALL WITH ALL WIRES, NUMBER AS REQUIRED, IN CONDUIT TO MAKE SYSTEM FULLY OPERATIONAL IN ACCORDANCE WITH MANUFACTURER'S WIRING DIAGRAMS AS NECESSARY.

REMOTE TEMPERATURE SENSOR FOR THERMOSTAT WHEN INDICATED ON PLAN. INSTALL SENSOR AT 60" AFF AS COORDIANTED WITH INTERIOR WALL FINISHES.

NEW ROOFTOP UNIT. UNIT SHALL BE OF MANUFACTURER AND MODEL AS SCHEDULED OR APPROVED EQUAL. UNIT SHALL BE U.L. LISTED AND RATED IN ACCORDANCE WITH ARI STANDARDS. UNIT SHALL HAVE ENTHALPY CONTROLLED ECONOMIZER CYCLE WITH BAROMETRIC RELIEF TO UTILIZE OUTSIDE AIR FOR COOLING WHEN OUTSIDE ENTHALPY IS LESS THAN RETURN AIR. PROVIDE STAGED HEATING AND COOLING PROGRAMMABLE THERMOSTAT WITH 'AUTO-ON-OFF" FAN SWITCH, CRANKCASE HEATER AND SHORT CYCLE PROTECTION CIRCUIT. CONTROL WIRING, INCLUDING T'STAT AND SMOKE DETECTOR SHUT DOWN WHERE REQUIRED, SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. WIRING SHALL BE RUN CONCEALED IN FINISHED AREAS. CONDENSATE SHALL BE TRAPPED PER MANUFACTURERS RECOMMENDATIONS, 3/4" PIPING SHALL TERMINATE OVER JANITORS SINK OR AS OTHERWISE APPROVED BY LOCAL JURISDICTION. ELECTRICAL DRAWINGS ARE BASED ON MECHANICAL EQUIPMENT AS SCHEDULED. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL REQUIREMENTS FOR ACTUAL EQUIPMENT SUPPLIED WITH THE ELECTRICAL CONTRACTOR AND SHALL PAY ANY COST ASSOCIATED WITH REVISIONS TO ELECTRICAL WORK.

EXHAUST FAN. FAN SHALL BE ROOF MOUNTED WITH CHARACTERISTICS AS SCHEDULED. PROVIDE MANUFACTURER'S ROOF CURB FOR INSTALLATION. ELECTRICAL DRAWINGS ARE BASED ON THE EQUIPMENT AS SCHEDULED. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL REQUIREMENTS FOR ACTAUL EQUIPMENT SUPPLIED WITH THE ELECTRICAL CONTRACTOR AND SHALL PAY ANY COSTS ASSOCIATED WITH REVISIONS TO ELECTRICAL WORK.

BUILDING AIR BALANCE SCHEDULE

EQUIP. # OA SUPPLY CFM EXHAUST CFM TOTAL

RT-1 900 - 900

RT-2 900 - 900

MAU-1

KF-1

KF-2

KF-3

EF-1

BUILDING TOTAL CFM

8520 - 8520

- 4400 -4400

- 4400 -4400

- 600 -600

- 360 -360

+560

DUCT BRACING AND SUPPORTS SHALL BE OF NONCOMBUSTIBLE MATERIAL BOLTS, SCREWS, RIVETS, AND OTHER MECHANICAL FASTENERS SHALL NOT PENETRATE DUCT WALLS.JOINTS AND SEAMS SHALL BE MADE WITH CONTINUOUS WELD OR BRAZE MADE ON THE EXTERNAL SURFACE OF DUCT.

DUCTS SERVING A TYPE 1 HOOD SHALL BE CONSTRUCTED TO AVOID GREASE POCKET, THE DUCT SYSTEM SHALL HAVE A MINIMUM 1/4" SLOPE TOWARD HOOD OR GREASE COLLECTING DEVICE: PROVIDE CLEANOUT DOOR IF DUCT ON HORIZONTAL ANGLE AND FIRE RESISTANT ACCESS DOOR TO SHAFT ENCLOSURE.

AIR VELOCITY WITHIN TYPE 1 HOOD EXHAUST DUCT SHALL BE 1500 TO 2500 FPM.

PROVIDE MINIMUM OF 3" AND MAXIMUM OF 12" CLEARACE BETWEEN TYPE 1 HOOD DUCT AND FIRE RATED ENCLOSURE.

EXHAUST OUTLETS OF BOTTOM HORIZONTAL CENTRIFUGAL FANS SHALL BE MIN 2 FT. ABOVE THE ROOF. EXHAUST OUTLETS SERVING GREASE DUCT SYSTEMS AND POWER ROOF VENTILATORS FOR RESTAURANT COOKING APPLIANCES SHALL BE 40 INCHES ABOVE ROOF SURFACE, 10 FT. ABOVE ADJOINING GRADE, 10 FT. FROM BUILDING STRUCTURE AND/OR PARAPETS.

THE FIRE-EXTINGUISHING SYSTEM SHALL BE INTERCONNECTED TO THE FUEL AND/OR CURRENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED. INSTAL AN AUTOMATIC FIRE SPRINKLER SYSTEM WHENEVER THE BUILDING IS FULLY SPRIKLERED. ACCESS DOORS ARE REQUIRED FOR SERVICE AND REPLACEMENT AT EACH SPRIKLER.

PROVIDE AT LEAST ONE PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 10BC FOR KITCHEN AREA.

HOOD EXHAUST NOTES

MECHANICAL DESIGN IS BASED ON 2012 INTERNATIONAL MECHANICAL CODE.ALL DUCTS TO COMPLY WITH 2012 IMC. ALL TRANSVERSE JOINTS TO BE SEALED WITH TAPE OR MASTIC. ALL LOW PRESSURE DUCT WORK SIZED EQUAL TO OR LESS THAN 0.1"W.G./100 FT.

INSTALLATION OF DUCT WORK SHALL BE COORDINATED WITH ALL OTHER TRADES.

PROVIDE MASTIC OR DUCT TAPE JOINT SEALANT TO SEAL TRANSVERSE JOINTS ON AIR SUPPLY DUCTS INSTALLED IN LOCATIONS WHERE AIR LEAKAGE THROUGH THE JOINTS WOULD BE NONBENEFICIAL TO THE OCCUPIED AREA TEMPERATURE REQUIREMENTS. AND , SEAL LONGITUDINAL JOINTS ON LOW PRESSURE SUPPLY DUCTS WHERE INTERNAL STATIC PRESSURE EXCEED 0.75" OF WATER COLUMN.

EQUIPMENT AND DUCT WORK EXPOSED TO WEATHER TO BE WEATHERPROOF. VERIFY WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR EXACT LOCATION OF DUCT OPENINGS ON ROOF.

ALL WORKS SHALL COMPLY WITH REQUIREMENTS OF ALL APPLICABLE CODES LAWS ORDINANCES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS PLAN CHECK FEES, INSPECTIONS, ETC. AND FURNISH SIGNED, CERTIFIED AND ACCEPTABLE COPIES TO THE OWNER FOR HIS RECORD.

TOILET EXHAUST FAN DUCTS SHALL BE OF SMOOTH, NON-ABSORBENT AND NON-COMBUSTIBLE SURFACE MATERIAL.

ALL OSA INTAKES MUST BE A MINIMUM OF 10'-0" AWAY FROM TOILET OR KITCHEN HOOD EXHAUST DISCHARGE, PLUMBING OR APPLIANCE VENT (OR 3'-0" MINIMUM BELOW VENT).

MANUAL VOLUME DAMPER OR ADJUSTABLE EXTRACTORS TO BE INSTALLED IN ALL BRANCH TAKE-OFFS. ALL DAMPERS TO HAVE LOCKING QUADRANTS.

ALL AIR CONDITIONING UNITS TO BE FURNISHED WITH MAINTENANCE MANUALS, SCHEDULES AND TAGS.

ALL LOW VOLTAGE WIRING SHALL CONFORM MECHANICAL SECTION.

THE MECHANICAL CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT, APPARATUS ACCESSORIES (I.E. THE ENTIRE INSTALLATION) AS FURNISHED BY HIM FOR A PERIOD OF ONE YEAR.

THE MECHANICAL CONTRACTOR SHALL OBTAIN & PAY FOR ALL PERMITS, LICENSES & INSPECTIONS REQUIRED FOR THIS JOB.

COORDINATE THE SIZE, LOCATION AND SERVICE REQUIREMENTS OF ALL MECHANICAL EQUIPMENT & DUCTWORK WITH THE GENERAL, PLUMBING, ELEC. CONTROL & FIRE PROTECTION CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. REPORT ALL UNSOLVED CONFLICTS TO THE OWNER.

COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS, GRILLES & ETC. WITH THE ARCHITECTURAL REFLECTED CEILING PLAN.

FLEXIBLE CONNECTIONS SHALL BE PROVIDED FOR ALL DUCTWORK ATTACHED TO AIR MOVING EQUIPMENT MOUNTED VIBERATION ISOLATORS AND OR SUSPENDED FROM VIBRATION HANGERS.

THE ELECTRICAL AND PLUMBING CONTRACTORS SHALL PROVIDE FLEXIBLE CONNECTIONS AT ALL MECHANICAL EQUIPMENT MOUNTED ON VIBRATION ISOLATORS AND OR SUSPENDED FROM VIBRATION HANGERS.

ALL CONDENSATE DRAIN LINES RUNNING INSIDE BUILDING SPACES SHALL BE INSULATED WITH JOHN'S-MANVIL "AEROTUBE" TYPE PREFORMED SNAP-ON PLASTIC INSULATION.

PROVIDE ALL FIRE AND SMOKE DAMPERS AS REQUIRED BY LEGALLY CONSTITUTED AUTHORITIES AND CODES HAVING JURISDICTION.

PAINT PLENUM BEHIND EACH GRILLE OR REGISTER WITH FLAT BLACK PAINT.

BALANCE AND ADJUST ALL DIFFUSERS ,REGISTER, ETC. FOR OPTIMUM AIR DISTRIBUTION AND MINIMUM NOISE. SUBMIT A CERTIFIED AIR BALANCE REPORT TO THE MECHANICAL ENGINEER FOR APPROVAL. BALANCING OF THE SYSTEMS SHALL BE PERFORMED BY AN INDEPENDENT TEST & BALANCING AGENCY WHICH SPECIALIZES IN THE BALANCING & TESTING OF HEATING VENTILATING AND AIR CONDITIONING SYSTEMS.

ALL AIR CONDITIONING FILTERS SHALL BE REPLACED ON DAY OF BALANCING PRIOR TO TESTING. ALL EXPOSED AIR DISTRIBUTION SYSTEM (DUCTWORK, CD, CRR, ETC.) SHALL BE PAINTED AS PER PLAN OR DIRECTED BY ARCHITECT.

CONTRACTOR TO VISIT THE JOB & INFORM OWNER OF ANY PROBLEMS OR DISCREPANCY BEFORE STARTING THE JOB.

LABEL AIR CONDITIONING UNITS OR DEVICES WITH SPACE NAME AND NUMBER.

ALL HORIZONTAL DUCTS AT SOFFIT AREA SHALL BE INSIDE THE SOFFIT.

ALL EXPOSED DUCTWORK SHALL BE AS CLOSE TO WALLS & ROOF DECK AS POSIBLE.

PROVIDE ALL TRASITIONS AS REQUIRED FROM MAIN DUCT OR BRANCHES TO DIFFUSERS OR REGISTERS OR GRILLES.

ALL DIFFUSERS AND REGISTERS SHALL BE INSTALLED AS HIGH AS POSSIBLE.

ALL NEW DUCTWORK SHALL BE INSTALLED AS HIGH AS POSSIBLE.

-GENERAL CONTRACTOR PROVIDE ALL NECESSARY EQUIPMENT CURBS, RUNNERS AND PLATFORMS. PROVIDE ALL NECESSARY ROOFING, PATCHING, CUTTING, RATED SHAFTS, FURRING, FLASHING AND PAINTING.

-PLUMBING CONTRACTOR PROVIDE ALL NECESSARY DRAINS, GAS, CONDENSATE DRAINS WITH TRAPS, MAKE-UP WATER, INCLUDING FINAL CONNECTIONS.

-ELECTRICAL CONTRACTOR FURNISH AND INSTALL ALL LINE VOLT. WIRING, ALL CONDUITS AND AUXILIARIES AS SHOWN ON PLANS.

GENERAL NOTES

NOTES:

1. AN AIR BALANCE TEST WILL BE REQUIRED TO VERIFY THE PROPER VOLUME OF OUTSIDE AIR TO COMPLY WITH THE 2012 IMC, BEFORE THE FINAL APPROVAL OF THIS PROJECT.

2. AIR HANDLING DUCT SYSTEMS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED AS PROVIDED IN CHAPTER 6 OF THE 2012 IMC.

3. PRIOR TO FINAL APPROVAL OF THE MECHANICAL PERMIT, A SMOKE DETECTOR SHUT-OFF TEST SHALL BE REQUIRED.

4. SEAL PENETRATIONS THROUGH SMOKE BARRIER PER 2012 IBC.

5. A PERFORMANCE TEST WILL BE REQUIRED TO VERIFY THE RATE OF AIRFLOW AND THE PROPER OPERATION OF THE EXHAUST AND MAKE-UP AIR FOR KITCHEN HOOD SYSTEM BEFORE THE FINAL APPROVAL OF THIS INSTALLATION.

6. SMOKE DETECTORS SHALL BE LABELED BY AN APPROVED AGENCY APPROVED AND LISTED BY THE TEXAS STATE FIRE MARSHALL FOR AIR DUCT INSTALLATION AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S APPROVED INSTALLATION INSTRUCTIONS.

7. INSTALLATIONS OF HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUPMENT SHALL NOT CANTAIN CHLOROFLUOROCARBONS (CFCS) OR HALONS.

NOTES: #2

ALL ROOF MOUNTED EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW.

FOR HOOD PLANS SEE HOOD MANUFACTURER'S DRAWINGS PROVIDED BY "CAPTIVEAIRE".

FOR MOBILE EQUIPMENT, POSI-SETS SHALL BE INSTALLED BELOW REAR CASTERS OF THE EQUIPMENT PER NFPA 17A.5.6.4. USE OF THE POSI-SET WHEEL PLACEMENT SYSTEM WILL ENSURE THAT SPECIFIC COOKNG EQUIPMENT IS REPLACED IN THE PROPER LOCATION AFTER REMOVAL.

REFRIGERANT SERVICE PARTS LOCATED OUTDOORS SHALL BE FITTED WITH LOCKING TYPE TAMPER-RESISTANT CAPS OR SHALL BE PROTECTED FROM UNAUTHORIZED ACCESS BY MEANS ACCEPTABLE TO THE ENFORCING AGENCY.

PRIOR TO MECHANICL PERMIT FINAL, A SMOKE DETECTOR SHUT-OFF TEST WILL BE REQUIRED. 2012 IMC.

NOTE:


Phone : 816-842-7552Fax : 816-842-1302

DRAWINGS & SPECIFICATIONS REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. COPIES OF THE DRAWINGS & SPECIFICATIONS RETAINED BY THE CLIENT MAY BE UTILIZED ONLY FOR THEIR USE & FOR OCCUPYING THE PROJECT FOR WHICH THEY WERE PREPARED & NOT FOR CONSTRUCTION OF ANY OTHER PROJECT.

PROJECT #

SHEET NUMBER

M1.00

XXXXX

BID & PERMIT

XX-XX-XX

SCHEDULES ANDREQUIREMENTS

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1.2.3.4.5.6.7.

GAS ROOFTOP UNIT SCHEDULE

DESIGNATION

MFGR. MODEL CFM E.S.P. "W.C.

COOLING (MBH) HEATING (MBH)

EER VOLTS PHASE MCA MOCP NOTES WEIGHTTYPE # TOT. AMB INPUT OUTPUT

RT 1 TRANE YZD150G3RLA 4,375 CFM 0.88 in-wg 150.0 105 °F 150.0 122.0 12.5 208 V 3 71 A 80 A 1,3,4,5,6 2,400

RT 2 TRANE YZD150G3RLA 4,375 CFM 0.88 in-wg 150.0 105 °F 150.0 122.0 12.5 208 V 3 71 A 80 A 1,3,4,5,6 2,400

EXHAUST FAN SCHEDULE

DESIGNATION

MFGR. MODEL CFM S.P. HP VOLTS PHASE FLA NOTES WEIGHTTYPE #EF 1 COOK ACEB-80C2B 360 CFM 0.375 in-wg 1/6 120 V 1 4.0 A 4,5,6 50

KF 1 CAPTIVEAIRE CASRE24BD 4,400 CFM 1.200 in-wg 5 208 V 3 18.8 A 1,2,3,5,8 352

KF 2 CAPTIVEAIRE CASRE24BD 4,400 CFM 1.200 in-wg 5 208 V 3 18.8 A 1,2,3,5,8 352

KF 3 CAPTIVEAIRE NCA8FA 600 CFM 0.500 in-wg .5 208 V 3 1.9 A 1,2,3,5,8 96

INTERLOCK FAN WITH RT1, RT2, RT3.PROVIDE FAN WITH GREASE SCOPE AND GREASE COLLECTOR.FAN SHALL BE NFPA 96 APPROVED.INTERLOCK FAN TO RUN DURNING 'OCCUPIED' OPERATION OF ROOFTOP UNIT 'RT-1'.PROVIDE FAN WITH STANDARD DISCONNECT.PROVIDE FAN WITH BACKDRAFT DAMPER.PROVIDE FAN WITH MOTORIZED DAMPER.PROVIDE FAN WITH VENTED ROOF CURB AND HINGED BASE.

NOTES:

1.2.3.4.5.6.7.8.

PROVIDE UNIT WITH 14" LOW PROFILE ROOF CURB AND MANUFACTURER'S HOLD DOWN CLIPS.PROVIDE UNIT WITH 100% ENTHALPY CONTROL ECONOMIZER HOOD AND OUDOOR AIR INTAKE, AND BAROMETRIC RELIEF.PROVIDE WITH CONVENIENCE RECEPTACLE ON ROOF AND HAIL GUARDS.INTERLOCK UNIT WITH KF1, KF2, AND KF3.COORDINATE SMOKE DETECTOR INSTALLATION AND AUTOMATIC SHUT-OFF REQUIREMENTS WITH FIRE ALARM CONTRACTOR.UNIT SHALL BE FREON-FREE.PROVIDE UNIT WITH REMOTE OPERATOR DISPLAY, MOTORIZED DAMPER, HINGED ACCESS PANELS.

NOTES:

MAKE-UP AIR UNIT

DESIGNATION

MFGR. MODEL CFMSTATIC

PRESSURE

EVAP COOLING

VOLTS PHASE MCA MOCP NOTES WEIGHTTYPE # ENT. DB LEAVING DBMAU 1 CAPTIVEAIRE A4-920 8,520 CFM .750 in-wg 100.0 65.0 208 V 3 19 A 30 A 1,2,3,4,5 1,412

INTERLOCK MAU WITH KF1, KF2, KF3.PROVIDE UNIT WITH EVAPORATIVE COOLER.PROVIDE UNIT WITH MANUFACTURER'S RECOMMENDED DISCONNECT.PROVIDE UNIT WITH REMOTE OPERATOR DISPLAY, MOTORIZED DAMPER, AND HINGED ACCESS PANELS.INTERLOCK MAU WITH HOODS 1,2,3 TO SHUT DOWN UPON FIRE SIGNAL FROM HOOD.

NOTES:

1.2.3.4.5.

REVISIONS


S

T

S

AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM.

ALL RECTANGULAR DUCTWORK TO BE SHEET METAL WITH LINER PER SPECIFICATIONS. RECTANGULAR DUCTWORK DIMENSIONS SHOWN ARE AIRSIDE DIMENSIONS AND NEED TO BE INCREASED TO ACCOMODATE LINER WHEN APPLICABLE.

ROUND DUCTWORK DIMENSIONS SHOWN ARE AIRSIDE. RUNOUTS TO DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK UNLESS INDICATED OTHERWISE.

COORDINATE EXACT ROUTING OF DUCTWORK WITH STRUCTURE. DUCTWORK LOCATIONS SHALL HAVE PRECEDENCE OVER SPRINKLER PIPING.

COORDINATE THERMOSTAT AND SENSOR LOCATIONS WITH WALL ELEVATIONS. INSTALL THERMOSTATS AND SENSORS AT 60" AFF.

PRIOR TO OCCUPANCY, PROVIDE CLEAN FILTERS CAPABLE OF PROVIDING AT LEAST A MERV OF 11.

SPACE ABOVE CEILING IS LIMITED. COORDIANTE WITH STRUCTURE AND ROUTE DUCTS THROUGH AND BETWEEN ROOF JOISTS WHERE POSSIBLE.

1.

2.

3.

4.

5.

6.

7.

GENERAL MECHANICAL NOTES

12"SD1

420 CFM

12"SD1

420 CFM

12"SD1

420 CFM

12"SD1

420 CFM

12"SD1

420 CFM

12"SD1

420 CFM

12"SD1

420 CFM

12"SD2

450 CFM

12"SD2

450 CFM

12"SD2

450 CFM

12"SD2

450 CFM

12"SD2

450 CFM

6"SD4

100 CFM 6"SD4

100 CFM

12"x12"ER1

180 CFM12"x12"ER1

180 CFM

8"SD4

150 CFM

12"SD1

375 CFM

12"SD1

375 CFM

16"ø

16"ø

18"ø

24"x24"RG1

RT

2

RT

1

22"ø

1

2

3

4

4

4

5

6 12"x24"RG1

1

2

3 4

5

D.1

D

C

B

A

16"ø

16"ø

12"SD1

420 CFM

12"ø

12"SD1

420 CFM

12"SD1

420 CFM

5

5

24"x24"RG1

12"SD2

450 CFM

8"/8"

8"/8"

10"/10"

12"SD2

450 CFM

12"SD2

450 CFM

24"/20"

24"/20"

7

7

7

7 7

7

77

7

7

7777 16"/12"16"/12" 16"/12"

16"/12"16"/12"

16"/12"

22"/18"

7

16"/10"

24"x24"RG2

18"ø 18"ø

18"ø

24"x24"RG2

18"ø

18"ø

12"ø

20"ø

18"ø

22"ø22"ø

1

8"/8"

16"ø

12"ø

26"/26"

22"/26"

22"/18"

22"/20"

22"/18"

8

9

8"ø

24"x24"RG2

24"x24"RG2

10

MAU

1


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

M1.10

XXXXX

BID & PERMIT

XX-XX-XX

FLOOR PLAN -MECHANICAL

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PLAN NOTES

1 LOCATE UNIT REMOTE TEMPERATURE SENSOR IN RETURN DUCT DROP.

2 LOCATION OF UNIT (RT1,RT2) THERMOSTATS.

3 EXTEND AND CONNECT EXHAUST DUCT UP TO FAN ON ROOF. PROVIDE FLEXIBLE CONNECTION ATFAN. SIZE AS INDICATED.

4 NEW TYPE 1 GREASE RATED EXHAUST HOOD. CONTRACTOR SHALL FURNISH AND INSTALL HOOD ASCOORDIANTED WTIH OWNER. MAINTAIN REQUIRED CLEARANCES FROM HOOD AND GREASE DUCT.RE: HOOD DETAILS FOR MORE INFORMATION.

5 GREASE EXHAUST DUCT UP TO GREASE EXHAUST FAN ON ROOF. SIZE AS INDICATED. MAKECONNECTION TO GREASE EXHAUST FAN AS REQUIRED.

6 EXTEND AND CONNECT GREASE DUCT DOWN TO HOOD AS REQUIRED. SIZE PER HOOD CONNECTION.RE: HOOD DETAILS FOR MORE INFORMATION.

7 EXTEND AND CONNECT MAKE-UP AIR DUCT DOWN TO HOOD. SIZE PER HOOD CONNECTION SIZE.BALANCE EACH DUCT CONNECTION PER HOOD DETAIL SHEETS. RE: HOOD DETAILS FOR MOREINFORMATION.

8 MAKE-UP AIR DUCT FROM UNIT ON ROOF ABOVE. SIZE AS INDICATED. EXTEND TO ABOVE CEILINGAND CAP.

9 ROUTE MAKE-UP AIR DUCTS BETWEEN AND THROUGH JOISTS.

10 ROUTE DUCTS BETWEEN AND THROUGH JOISTS SO AS TO NOT INTERFERE WITH CEILING ELEMENTSAND DECORATIVE LIGHTING ABOVE.

1/4" = 1'-0"1

FLOOR PLAN - MECHANICAL

REVISIONS


KF

1

KF

2

KF

3

RT

1

RT

2

EF

1

OUTDOOR AIR/ECONOMIZER INTAKE. MAINTAIN 10' CLEARANCE FROM EXHAUST FANS AND PLUMBING VENTS.

OUTDOOR AIR/ECONOMIZER INTAKE. MAINTAIN 10' CLEARANCE FROM EXHAUST FANS AND PLUMBING VENTS.

1

2 3 4

5

D.1

D

C

B

A

OUTDOOR AIR INTAKE. MAINTAIN 10' CLEARANCE FROM EXHAUST FANS AND PLUMBING VENTS.

MAU

1

SUPPORT CONDENSATE PIPING ON TREATED WOOD BLOCKING SECURED TO ROOF AT 8' INTERVALS.

MAINTAIN 1/4" SLOPE TO DRAIN ON ALL CONDENSATE PIPING.

PROVIDE CLEANOUT PLUGS AT 90° CHANGES OF DIRECTION.

ALL ROOF MOUNTED EQUPMENT TO BE PROVIDED WITH RESTRAINTS. LOCATE AND SIZE RESTRAINTS PER BUILDING CODE, LOCAL AUTHORITIES, AND LOCAL WIND LOAD REQUIREMENTS.

COORDINATE FINAL LOCATIONS OF ALL HVAC UNITS, FANS AND MECHANICAL EQUIPMENT WITH STRUCTURE AND FIELD CONDITIONS.

ALL MECHANICAL EQUIPMENT ON ROOF SHALL BE SCREENED BY PARAPET.

MAINTAIN 10' CLEARANCE FROM ALL OUTDOOR AIR INTAKES. PROVIDE OUTDOOR AIR INTAKE EXTENSIONS AS REQUIRED AND COORDINATED WITH FIELD CONDITIONS.

1.

2.

3.

4.

5.

6.

7.

GENERAL MECHANICAL ROOF NOTES


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

M1.20

XXXXX

BID & PERMIT

XX-XX-XX

ROOF PLAN -MECHANICAL

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1/4" = 1'-0"1

ROOF PLAN - MECHANICAL

REVISIONS


PER CODE

OR STRAP

18 GA. WIRE

4'-0" MIN. LENGTH

6'-0" MAX. LENGTH

FLEXIBLE DUCT

SHEET METAL DIFFUSER

LOCKING INDICATING

MANUAL DAMPER WITH

AROUND BOX (TYP.)

BOX WITH INSULATION

QUADRANT

RECTANGULAR OR

ROUND DUCT

T-BAR CEILING

EXTENDED PANEL

CEILING DIFFUSER

T-BAR CEILING

CEILING DIFFUSER

EXTENDED PANEL

(TYPICAL)

QUADRANT

MANUAL DAMPER WITH

SHEET METAL DUCT

WITH INSULATION

LOCKING INDICATING

TAPE (TYP.)

BAND AND DUCT

FLEXIBLE DUCT

TO DUCT AND CURBSUPPORT, SECURE

4x4 CANT STRIP

ANGLE DUCT

FOR SIZESDUCT - SEE PLANS

ROOF

NOTE:

COUNTER FLASHINGFLASHING AND

POCKET LOCK

2x6 CURB

CONTRACTORCURBING BY GENERAL

ROOFING

ATTACH ROOF CURB TO ROFF STRUCTURE AND PROVIDE BLOCKING AS REQUIRED.

SEE ARCHITECTURAL DRAWINGS FOR ROOF OPENING AND CURB DETAIL.

MASTIC BETWEEN

REDWOOD & ROOF

ROOF LINE

WEATHER TIGHT DUCT

9"(MIN.)

1-1/2"X 1-1/2"X 1/4" DUCT SUPPORT

WELD TO SOLE PLATE AND SECURE

TO DUCT.

1"STANDING SEAM

2"X6"RED WOOD

RAFTER

32"O.C. 2" EMBED

1/4"∅ LAG SCREWS @

LAG SCREWS

SUPPORTS SHALL BE

8'-0" O.C. (MAX.)

FOUR 1/4"X1-1/2"

4"X4" PLATE

1/4" THICK

Thermal Ceramics

Commercial Kitchen Grease Duct Enclosure SystemAir Ventilation Duct Enclosure System

FireMaster FastWrap XL

1 or 2 Hour Shaft Alternative / Zero Clearance to Combustibles

The integrity of Firemaster duct systems is limited to the quality of the installation.

Steel Banding

3" longitudinal overlap

3" transverse overlap

Min. 3/8" diameter hanger rod

Two Layers of FireMaster FastWrap XL

LEGEND

1

7

4

6

5

3

2

BUTT-JOINT/COLLAR

24"

12"

1 1/2"

3"

1 1/2"

BUTT-JOINT/3"OVERLAP

10 1/2"

Filament tape

2" x 2" x 1/8" angle

R R

1

4

2 2

8

6

7

8

95

8

5

322

3

3

3

2 3

1" compressed butt joint

9

8

6" wide Firemaster FastWrap XL collar

Thermal Ceramics

60" MAXIMUM

1

3

2

5

3

4

The integrity of Firemaster duct systems is limited to the quality of the installation.

Min. 3/8" All-threaded rod

2"x2"x1/8" Steel Angle

Steel washer & nut sized to fit item 3

Floor/Ceiling Assembly

LEGEND

1

4

5

3

2 16 Gage Carbon Steel or 18 Gage Stainless Steel Duct

Maximum 24"X48" or 34"x36"

Horizontal Support DetailsFireMaster FastWrap XL

R

TYPICAL PENETRATION OF FLOOR/CEILING

FLOOR/CEILINGFLOOR/CEILING

6" MAXIMUM

Clearance From Edgeof Protected Duct

1. THERMAL CERAMICS FIREMASTER FASTWRAP XL OR PYROSCAT XL HAS BEEN TESTED IN

ACCORDANCE WITH ASTM E2336 TO PROVIDE ZERO CLEARANCE TO COMBUSTIBLES AND

MEETS THE REQUIREMENTS FOR ONE OR TWO HOUR ENCLOSURES. THROUGH

PENETRATIONS FIRESTOP SYSTEMS ARE TESTED IN ACCORDANCE WITH EITHER ASTM E 814

OR UL 1479. ICC-ES APPROVAL PER REPORT ESR 2213 OR ESR 2832. UNDERWRITER'S

LABORATORIES (UL) LISTINGS SHOW COMPLIANCE TO UL 1479 FOR THROUGH PENETRATION

FIRESTOP SYSTEMS.

2. COMPLIANT TO THE FOLLOWING CODES:

NFPA 96

2003 AND 2006 INTERNATIONAL MECHANICAL CODES

2006 UNIFORM MECHANICAL CODE.

3. INSULATION APPLIED IN TWO LAYERS WITH TIGHT COMPRESSION JOINT ON INSIDE LAYER

AND 3 INCH MINIMUM OVERLAPS ON BOTH PERIMETER AND LONGITUDINAL OVERLAPS ON

OUTSIDE LAYER.

4. GREASE EXHAUST DUCT RUNS FROM THE HOOD EXHAUST CONNECTION UP TO THE EXHAUST

FAN ON THE ROOF WITH MINIMAL TURNS OR BENDS AND MAINTAINING MINIMUM 1/4 UNIT

VERTICAL RISE PER 12 UNITS HORIZONTAL RUN. NFPA 96 COMPLIANT ACCESS DOORS

LOCATED AS REQUIRED BY CODE.

5. THERMAL CERAMICS FIREMASTER ACCESS DOORS AS SPECIFIED IN ICC-ES BUILDING CODE

REPORTS ESR 2213 OR ESR 2832.

6. ROOF MOUNTED EXHAUST FAN IS MOUNTED ON A HINGED BASE WHICH ALLOWS ACCESS TO

THE DUCT FROM THE ROOF.

7. SUPPORT HANGER SYSTEMS DO NOT NEED TO BE WRAPPED PROVIDED THE HANGER RODS

ARE AT LEAST A MINIMUM OF 3/8 IN. DIAMETER. USE MINIMUM 2 X 2 X 1/8 IN. STEEL ANGLE OR

SMACNA EQUIVALENT SUPPORT SYSTEM.

8. THERMAL CERAMICS DUCT ENCLOSURE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH

MANUFACTURERS INSTRUCTIONS.

9. THERMAL CERAMICS DUCT WRAP SHALL BE INSTALLED ON THE DUCT FROM THE HOOD

CONNECTION TO THE CONNECTION TO THE FAN.

Thermal Ceramics

The integrity of the duct wrap insulation product is limited to the quality of the installation

LEGEND

Access Door SystemsCommercial Kitchen Grease Duct Enclosure System

FireMaster FastWrap XL

FireMaster F2-HT-XL3 Door System

NOTE: Available from Thermal CeramicsFireMaster Distributors.

One layer Firemaster Duct Product56

234

1 Door hole

16 Gage Access coverAll Thread Rods (1/4")

Insulation pins - welded to plate or access cover

7

FireMaster Field Fabricated Door System

Note:Label Required

"Access Door"Do Not Obstruct

Note:Label Required

"Access Door"Do Not Obstruct

R

R

7

4

137

8

11

2

3

4

1011

1

2

3

6

5

8

12

6

5

1

9

One layer Firemaster Duct Product, 1 1/2" OverlapOne layer Firemaster Duct Product, 1 1/2" Overlap1-1/2" Round or Square Speed clips8

910

Aluminum tape at edgesSpool pieces for threaded rods (Field Fab. only)Wing nuts sized to fit All Threaded Rod in Item 211

1213

Washers sized to fit All Threaded Rods in Item 2Insulation Plate

BUILT UP ROOF

TO PLATFORM WITHSECURE ROOF CURB

RIGID INSULATION

ROOF CURB

3/8"∅ x 3" LONG

LAG BOLTS @24" O.C.

RESILIENT GASKET

SEE STRUCTURAL DWGSPLATFORM AND SUPPORTS

TOP OF PLATFORM

ROOFING MATERIAL

METAL COUNTERFLASHING

1" ROOFING NAILS @12" O.C.

AC UNIT

2"x 3/16" BENT GALV. STEELPLATE BRACKET. ONE NEAR EACHCORNER OF AC UNIT.(4 REQ'D)

2-3/8"∅ STEEL BOLTSCADMIUM PLATED W/LOCK WASHERS.

3/8"∅ LAG BOLTS,1-1/2" LONG

3/8"∅ LAG BOLTS,1-1/2" LONG

CANT STRIP

FOR ATTACHMENT TO ROOFSEE ARCHITECTURAL DRAWINGS.

20 GAGE SHEET METAL-WEATHERPROOF, WATERTIGHT, ALL CORNERSAND SEAMS SOLDERED

1/2" PLYWOOD -

PLATFORM FRAMEFOR FASTENING METHODSSEE STRUCTURAL DWGS.

FASTENED TO 2"x 6"

ROOF DECK

NOTE: COORDINATE INSTALLATION WITH ARCHITECTURAL DRAWINGS AND DETAILS.

ROOFING FELT AND

COMPLETE WATER-HOT MOP FOR A

ROOFING FELT OVER

CANT STRIPS, 4 SIDES

ENTIRE PLATFORM

4 SIDES AND CENTER4"x 6" PLATFORM

TIGHT SEAL

DISCONNECT SWITCH

FLASHED TO ROOFFLASHED AND COUNTER

ALUMINUM INSECT SCREEN

HOUSING RIGIDLY INSTALLEDEXHAUSTER WITH ALUMINUMBELT-DRIVEN CENTRIFUGAL

FACTORY MOUNTED INTERNAL

REMOVABLE ALUMINUM CAP

INSULATED CURB PROPERLY12" HIGH SOUND ATTENUATING

BACKDRAFT DAMPER

BLOCKING AS REQUIRED

FOR DUCT PENETRATION

MODIFIED AND RIGIDLY

ROOF AS REQUIREDSEAL PENETRATION OFTHROUGH ROOF CURB;

ELECTRICAL CONDUIT

SEE ARCHITECTURAL DRAWINGS FOR ROOF OPENING AND CURB DETAIL.

SIZE OF FAN CONNECTIONOPEN END DUCT EQUAL TO

& SECURE TO STRUCTURE

ROOF OPENING, PROVIDE

REINFORCED AS NEEDED FOR

ROOF STRUCTURE PROPERLY

FEET. SLOPE 1 INCH PER FOOT.

WHEN DUCT LENGTH EXCEEDS 75

CLEANOUT DOORS IN DUCTS

SHALL BE TIGHT FITTING.

VELOCITY: MAX. 2500

SLOPE DUCT TO HOOD MINIMUM 1/4" PER FOOT

2'-0" MINIMUM

ABOVE ROOFROOF ROOF

MOTORS AND FANS.

SEE REQUIREMENTS FORMAKE UP AIR INTAKE OR AIR INTAKES;

ADJACENT BUILDING; ADJACENT PROPERTY LINE;

EXHAUST TERMINATION -10' MINIMUM FROM

AND 10' ABOVE ADJOINING GRADE LEVEL.

TO BE MIN. 25 GAGE GALVANIZED STEEL

WEATHER PROTECTION FOR OPENINGS

TYPE I HOOD

18"

CEILING CEILING

18"MIN. FIRE

RATED WALL

ENCLOSE WITH 22 GA SHEET METAL

3" CLEARANCE

FROM WALL

2% SLOPE

GREASE

BOX

2) THE MAXIMUM TOTAL DEVELOPED LENGTH OF DUCT

SHALL NOT EXCEED 3 TIMES THE VERTICAL DIMENSION

AND FITTING MEASURED ALONG THE CENTRELINE

OF THE FAN OUTLET.

3) THE DUCT AND FITTING SHALL HAVE ADEQUATE OPENINGS

TO A SUITABLE COLLECTION DEVICE.

AT THE LOWEST POINT TO PERMIT DRAINAGE OF GREASE

GENERAL

REFER TO 2010 CMC

40" MINIMUM

1) THE DUCT SHALL BE CONSTRUCTED OF METAL IN

COMPLIANCE WITH 2010 CMC.

USE "THERMAL CERAMICS"

FIREMASTER DUCTWRAP XL

COMBUSTIBLE CEILING

18"MIN. NON-

NON-COMBUSTIBLE CEILING

7. SECTIONS OF DUCT SHALL NOT CONTAIN

SEAMS ON THE EXTERNAL SURFACE.

6. WELD OR BRAZE ALL DUCT JOINTS AND

STANDARD GAGE STAINLESS STEEL

GAGE) STEEL OR NO. 18 MANUFACTRER'S

0.055-INCH (NO.16 MANUFACTURER'S STANDARD

5. THICKNESS OF DUCTS SHALL BE AT LEAST

GREASE POCKETS.

1. DESIGN OF VIBRATION ISOLATION CONNECTORS

SHALL BE APPROVED BY THE

2. PROVIDE ADEQUATE CLEANOUT OPENINGS FOR

THOROUGH CLEANING OF DUCT SYSTEM.

3. PROVIDE ADEQUATE MAKEUP AIR FOR

PROPER OPERATION.

4. PROVIDE A SEPARATE DUCT SYSTEM FOR

8. "THERMAL CERAMICS" FIREMASTER DUCTWRAP XL

SHALL BE INSTALLED PER MANUFACTURER'S

EACH HOOD.

BUILDING OFFICIAL. REFER TO 2010 CMC

REFER TO 2010 CMC

REFER TO 2010 CMC

REFER TO 2010 CMC

REQUIREMENTS. DUCTWRAP XL IS ESR-2213

LISTED.

FLOOR

COOKING

EQUIPMENT

48" MAX6" MIN

COOK TOP

ON ALL SIDES

9. HOODS, FILTERS, EXHAUST FANS, AND DUCTS SHALL HAVE A CLEARANCE OFAT LEAST 18" TO COMBUSTIBLE MATERIALS, 3" TO LIMITED COMBUSTIBLEMATERIALS, AND 0" TO NON-COMBUSTIBLE MATERIAL.

80" MAX

30"


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

M1.30

XXXXX

BID & PERMIT

XX-XX-XX

MECHANICALDETAILS

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NOT TO SCALE3

CEILING DIFFUSER DETAILNOT TO SCALE

5DUCT THRU ROOF DETAIL

NOT TO SCALE7

ROOF MOUNTED DUCT SUPPORT DETAIL

NOT TO SCALE9

GREASE DUCT INSULATION DETAILNOT TO SCALE

11GREASE DUCT SUPPORT DETAIL

NOT TO SCALE10

GREASE DUCT NOTESNOT TO SCALE

8INSULATED ACCESS DOOR DETAIL

NOT TO SCALE6

ROOF CURB DETAILNOT TO SCALE

4ROOF PLATFORM DETAIL

NOT TO SCALE2

POWERED ROOF TOP EXHAUST FAN

NOT TO SCALE1

GREASE EXHAUST DUCT REQUIREMENTS HOODS #1, #2, & #3

REVISIONS


PATENT NUMBERS

AC-PSP Wall (Canada) - CA Patent 2820509

AC-PSP (United States) - US Patent 7963830 B2

AC-PSP Island (Canada) - CA Patent 2520330

C US

ww

w.c

apt

ive

aire

.co

m

SHEET NO.

SCALE:

DWG.#:

DRAWN

DATE:

BY:

REVISIONS

DESCRIPTION DATE:

AC

CORD

ANC

E

No

. 96B

UIL

T

NF

PA

WITH

IN

S

L

ID

TE

R

HOOD INFORMATION - Job#2979337

1

2

3

P095

P095

P133

4830

ND-2-PSP-FSS

4830

ND-2-PSP-FSS

3347

BD-2-PSP-F

13' 2.00"

13' 2.00"

3' 0.00"

600Deg.

600Deg.

450Deg.

4400

4400

800

14"

14"

9"

28"

28"

8"

4"

4"

4"

4400

4400

800

-0.642"

-0.642"

-0.353"

3960

3960

600

430 SS

Where Exposed

430 SS

Where Exposed

430 SS

Where Exposed

ALONE

ALONE

ALONE

FRONT

BACK

ALONE

HOODNO.

TAG MODEL LENGTHMAX.

COOKINGTEMP.

EXHAUST PLENUM

TOTALEXH. CFM

RISER(S)

WIDTH LENG. HEIGHT DIA. CFM S.P.

TOTALSUPPLY

CFM

HOODCONSTRUCTION

HOOD CONFIG.

END TOEND

ROW

HOOD INFORMATION

1

2

3

P095

P095

P133

SS Baffle with Handles



9

9

2

20"

20"

16"

16"

16"

16"

30%

30%

30%

4

4

1

L55 Series E26

L55 Series E26

L55 Series E26

NO

NO

NO

YES

YES

YES

716LBS

716LBS

162LBS

HOODNO.

TAG

FILTER(S)

TYPE QTY. HEIGHT LENGTH EFFICIENCY @ 9 MICRONS

LIGHT(S)

QTY. TYPEWIRE

GUARD

UTILITY CABINET(S)

LOCATION SIZE

FIRE SYSTEM

TYPE SIZE

ELECTRICAL

MODEL #

SWITCHES

QUANTITY

FIRESYSTEMPIPING

HOODHANGING

WGHT

HOOD OPTIONS

1

2

3

P095

P095

P133

STRUCTURAL FRONT PANEL

STRUCTURAL FRONT PANEL

RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS

LEFT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS

RISER SENSOR INSTALL 6IN PLEN

HOOD NO. TAG OPTION

PERFORATED SUPPLY PLENUM(S)

1

2

3

P095

P095

P133

Front

Left

Right

Front

Left

Right

Front

158"

62"

62"

158"

62"

62"

36"

14"

14"

14"

14"

14"

14"

12"

6"

6"

6"

6"

6"

6"

6"

MUA

MUA

MUA

MUA

MUA

MUA

MUA

MUA

MUA

MUA

MUA

MUA

MUA

MUA

MUA

12"

12"

12"

10"

10"

10"

10"

12"

12"

12"

10"

10"

10"

10"

10"

28"

28"

28"

20"

20"

20"

20"

28"

28"

28"

20"

20"

20"

20"

24"

739

739

739

435

435

435

435

739

739

739

435

435

435

435

600

0.205"

0.205"

0.205"

0.128"

0.128"

0.128"

0.128"

0.205"

0.205"

0.205"

0.128"

0.128"

0.128"

0.128"

0.194"

HOOD NO. TAG POS. LENGTH WIDTH HEIGHT TYPE

RISER(S)

WIDTH LENG. DIA. CFM S.P.

3' 0.00"Nom./3' 0.00"OD

33"

12"

18"

6"

10"

24"

3"

18" 18"

8 1/2"

9"

8"

PLAN VIEW - Hood #3 (P133)3' 0.00" LONG 3347BD-2-PSP-F

U.L. Listed L55 Series E26 Canopy Light Fixture -High Temp Assembly

3" INTERNAL STANDOFF

GREASE DRAINWITH REMOVABLE CUP

SEE HOOD TABLE

§EXHAUST RISER

HANGING ANGLE

L55 SERIES E26 CANOPY LIGHT FIXTURE -HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMALAND SHOCK RESISTANT GLOBE (L55 FIXTURE)

23.5% OPEN STAINLESSSTEEL PERFORATED PANEL

SUPPLY RISER WITHVOLUME DAMPER

6"

4"

12"

48"

FIELD INSTALLEDQUARTER END PANELS

EQUIPMENT BY OTHERS

47.0" MAX

47"

38"

71"

14" NOM.

33"

SECTION VIEW - MODEL 3347BD-2-PSP-F

HOOD - #3 (P133)

IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO

ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE

AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH

LOCAL CODE REQUIREMENTS.

16" SS BAFFLE WITHHANDLES AND HOOK

2979337

MASTER DRAWING

AHJ-86

1

4/6/2017

El P

ollo

Loc

o #X

XX

X -

Avo

ndal

e A

Z

3/4" =1'-0"

AV

ON

DA

LE

, A

Z, 85323

Southern C

alifornia

Offic

e

30

02

Do

w A

ve

., S

uite

410

, T

ustin

, C

A, 9

278

0 P

HO

NE

: (7

14

) 9

57

-15

00

FA

X: (9

19

) 2

27

-59

75

EM

AIL

: re

g86

@ca

ptive

aire

.co

m


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

M1.40

XXXXX

BID & PERMIT

XX-XX-XX

HOOD DETAILS

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

CAPTIVE-AIRE HOODS AREBUILT IN COMPLIANCE WITH

UL 710 AND NFPA 96AND ARE RECOGNIZED BY

ONEOR MORE OF THE

FOLLOWING:

ETL SANITATION LISTED

ETL LISTED FILE#: 3054804-001

REVISIONS


C US

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SHEET NO.

SCALE:

DWG.#:

DRAWN

DATE:

BY:

REVISIONS

DESCRIPTION DATE:

AC

CORD

ANC

E

No

. 96B

UIL

T

NF

PA

WITH

IN

S

L

ID

TE

R

13' 2.00"Nom./13' 2.00"OD

48"

14"

26 1/4"

7"

12"

28"

52 3/4"

7"

12"

28"

52 3/4"

7"

12"

28"

14"

15 1/2"

7"

20"

10"31" 7"

20"

10"

14"

15 1/2"

7"

20"

10"

31"

7"

20"

10"

3"

79" 79"

11"

14"

28"

PLAN VIEW - Hood #1 (P095)13' 2.00" LONG 4830ND-2-PSP-FSS

NOTE: Additional hanging angles provided for hoods 12' and longer.


13' 2.00"Nom./13' 2.00"OD

48"

14"

26 1/4"

7"

12"

28"

52 3/4"

7"

12"

28"

52 3/4"

7"

12"

28"

14"

15 1/2"7"

20"

10"31"7"

20"

10"

14"

15 1/2"

7"

20"

10"

31"

7"

20"

10"

3"

79"79"

11"

14"

28"

PLAN VIEW - Hood #2 (P095)13' 2.00" LONG 4830ND-2-PSP-FSS

NOTE: Additional hanging angles provided for hoods 12' and longer.


SEE HOOD TABLE

§

L55 SERIES E26 CANOPY LIGHT FIXTURE -HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMALAND SHOCK RESISTANT GLOBE (L55 FIXTURE)


ATTACHING PLATES


6"

4"

14"

24"

EQUIPMENT BY OTHERS

48.0" MAX

80"

30" NOM.

48"

SECTION VIEW - MODEL 4830ND-2-PSP-FSS

HOOD - #1 (P095)

SEE HOOD TABLE

§

L55 SERIES E26 CANOPY LIGHT FIXTURE -HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL

AND SHOCK RESISTANT GLOBE (L55 FIXTURE)


ATTACHING PLATES


6"

4"

14"

24"

EQUIPMENT BY OTHERS

48.0" MAX

80"

30" NOM.

48"

SECTION VIEW - MODEL 4830ND-2-PSP-FSS

HOOD - #2 (P095)

2979337

MASTER DRAWING

AHJ-86

2

4/6/2017

El P

ollo

Loc

o #X

XX

X -

Avo

ndal

e A

Z

3/4" =1'-0"

AV

ON

DA

LE

, A

Z, 85323

Southern C

alifornia

Offic

e

30

02

Do

w A

ve

., S

uite

410

, T

ustin

, C

A, 9

278

0 P

HO

NE

: (7

14

) 9

57

-15

00

FA

X: (9

19

) 2

27

-59

75

EM

AIL

: re

g86

@ca

ptive

aire

.co

m


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

M1.41

XXXXX

BID & PERMIT

XX-XX-XX

HOOD DETAILS

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

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, ZIP

CO

DE



ONEOR MORE OF THE

FOLLOWING:



REVISIONS


- HIGH HEAT OPERATION BELT DRIVE 500°F (260°C)

AT 600°F (316°C) FOR A PERIOD OF

DAMAGED TO ANY EXTENT THAT COULD CAUSE

15 MINUTES WITHOUT THE FAN BECOMING

WHILE EXHAUSTING BURNING GREASE VAPORS

EXHAUST FAN MUST OPERATE CONTINUOUSLY

- TILT OUT WHEEL

ABNORMAL FLARE-UP TEST BELT & DIRECT DRIVE

AN UNSAFE CONDITION.

- UL762

- ROOF MOUNTED FANS

- RESTAURANT MODEL

FEATURES:

- GREASE CLASSIFICATION TESTING

- LOCKING PIN FOR POWER PACK

- MOTOR WEATHER COVER

- HIGH HEAT OPERATION DIRECT DRIVE 300°F (149°C)

- HEAT SLINGER

23 7/8

28

31 1/2

33

73

28 7/8

36

2" DRAIN

20"

51 3/8

19

42 3/8

25 1/2

14 3/4

19

LOCK & SPRING PIN

65°

6 1/4"

- INTERLOCKED DISCONNECT SWITCH

DETERIORATING EFFECTS TO THE FAN WHICH

THERMAL EQUILIBRIUM, AND WITHOUT ANY

UNTIL ALL FAN PARTS HAVE REACHED

WHILE EXHAUSTING AIR AT 500°F (260°C)


WOULD CAUSE UNSAFE OPERATION.

NORMAL TEMPERATURE TEST BELT DRIVE

DUCTWORK BETWEEN

AND FAN (BY OTHERS)

EXHAUST RISER ON HOOD

3" FLANGE

2828

ROOF OPENING

DIMENSIONS

20 GAUGE

CONSTRUCTIONSTEEL

20"

31 1/2"

31 1/2"

VENTED

CURB

EXAMPLE: 7/12 PITCH = 30° SLOPE

PITCHED CURBS ARE AVAILABLE

FOR PITCHED ROOFS.

SPECIFY PITCH:

0"

0°

12"

FANS #1 (P095), #2 (P095) - CASRE24BD EXHAUST FAN

OPTIONS

UTILITY SET GREASE CUP

- WEATHERPROOF DISCONNECT

- GREASE CLASSIFICATION TESTING

- HIGH HEAT OPERATION 300°F (149°C)

DAMAGED TO ANY EXTENT THAT COULD CAUSE

15 MINUTES WITHOUT THE FAN BECOMING

AT 600°F (316°C) FOR A PERIOD OF

WHILE EXHAUSTING BURNING GREASE VAPORS


ABNORMAL FLARE-UP TEST

WOULD CAUSE UNSAFE OPERATION.

DETERIORATING EFFECTS TO THE FAN WHICH

THERMAL EQUILIBRIUM, AND WITHOUT ANY

UNTIL ALL FAN PARTS HAVE REACHED

WHILE EXHAUSTING AIR AT 300°F (149°C)


NORMAL TEMPERATURE TEST

- AMCA SOUND AND AIR CERTIFIED

- WIRING FROM MOTOR TO DISCONNECT SWITCH

21

17 1/2

12 1/8

27 1/4

25 1/4

2

18 1/2

AN UNSAFE CONDITION.

FEATURES:

- RESTAURANT MODEL

- ROOF MOUNTED FANS

- UL705 AND UL762

DUCTWORK BETWEENEXHAUST RISER ON HOODAND FAN (BY OTHERS)

GREASE DRAIN

3" FLANGE

17 1/217 1/2

ROOF OPENING

DIMENSIONS

20 GAUGE

CONSTRUCTIONSTEEL

22"

19 1/2"

19 1/2"

VENTED

CURB

FAN #3 NCA8FA - EXHAUST FAN (P133)

OPTIONS

GREASE BOX

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SHEET NO.

SCALE:

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DRAWN

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REVISIONS

DESCRIPTION DATE:

AC

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. 96B

UIL

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WITH

IN

S

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R

EXHAUST FAN INFORMATION - Job#2979337

1

2

3

P095

P095

P133

CASRE24BD

CASRE24BD

NCA8FA

4400

4400

800

1.200

1.200

1.250

1043

1043

1691

5.000

5.000

0.500

2.6050

2.6050

0.3790

3

3

3

208

208

208

15.0

15.0

1.9

1494 FPM

1494 FPM

455

455

96

22

22

11.9

FANUNITNO.

TAG FAN UNIT MODEL # CFM ESP. RPM H.P. B.H.P. ∅ VOLT FLADISCHARGEVELOCITY

WEIGHT(LBS.)

SONES

MUA FAN INFORMATION - Job#2979337

4 PALL A4-920 920 A4 8520 0.750 587 5.000 3.0610 3 208 15.0 100.0°F 65.0°F 79.0°F 65.0°F 1421 24

FANUNITNO.

TAG FAN UNIT MODEL # BLOWER HOUSINGDESIGN

CFMESP. RPM H.P. B.H.P. ∅ VOLT FLA

EVAP COOLERENTERING DB

TEMP.

EVAP COOLERENTERING WB

TEMP.

EVAP COOLERLEAVING DB

TEMP.

EVAP COOLERLEAVING WB

TEMP.

WEIGHT(LBS.)

SONES

FAN OPTIONS

1

2

3

4

P095

P095

P133

PALL

1 - Utility Set Grease Cup

1 - Utility Set Grease Cup

1 - Grease Box

1 - Evaporative Cooler Wiring Harness

1 - Separate 120V Wiring Package (Required and used only for DCV or Prewirewith VFD) - Three Phase Only

FANUNITNO.

TAG OPTION (Qty. - Descr.)

FAN ACCESSORIES

1

2

3

4

P095

P095

P133

PALL

YES

YES

YES

FANUNITNO.

TAG

EXHAUST

GREASE CUPGRAVITYDAMPER

WALLMOUNT

SUPPLY

SIDEDISCHARGE

GRAVITYDAMPER

MOTORIZED DAMPERWALL

MOUNT

CURB ASSEMBLIES

1

2

3

4

# 1

# 2

# 3

# 4

# 4

43 LBS

43 LBS

30 LBS

40 LBS

Curb

Curb

Curb

Curb

Rail

31.500"W x 31.500"L x 20.000"H Vented

31.500"W x 31.500"L x 20.000"H Vented

19.500"W x 19.500"L x 22.000"H Vented Hinged

42.000"W x 42.000"L x 12.000"H

4.000"W x 4.000"L x 36.000"H

NO.ONFAN

WEIGHT ITEM SIZE

2979337

MASTER DRAWING

AHJ-86

3

4/6/2017

El P

ollo

Loc

o #X

XX

X -

Avo

ndal

e A

Z

3/4" =1'-0"

AV

ON

DA

LE

, A

Z, 85323

Southern C

alifornia

Offic

e

30

02

Do

w A

ve

., S

uite

410

, T

ustin

, C

A, 9

278

0 P

HO

NE

: (7

14

) 9

57

-15

00

FA

X: (9

19

) 2

27

-59

75

EM

AIL

: re

g86

@ca

ptive

aire

.co

m


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

M1.42

XXXXX

BID & PERMIT

XX-XX-XX

HOOD DETAILS

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

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, ZIP

CO

DE



ONEOR MORE OF THE

FOLLOWING:



REVISIONS


FLEX CONDUITFOR FIELD

WIRING

8 9/16"

24 7/8"

24 7/8"

BLOWER DISCHARGE

1 1/8"

CURB

LIFTING LUG

5 1/4"

AIRFLOW

BLOWER/MOTORACCESS DOOR24" SERVICECLEARANCE REQ.

SERVICEDISCONNECT

SWITCH

AIRFLOW

28 7/8"

4 1/2"

5 3/4"

17 1/2"

∅1 1/2"WATERDRAIN

AIRFLOW

∅1/2" NPTWATER INLET

FILTER/CONTROLACCESS DOOR

LPD CELDEK

AIRFLOW

48 7/16"

6 3/4"

42"

12" EQUIPMENT CURB

64 3/16"

51 3/8"

42"

35 1/4"

58 3/8"

58 5/8"

ADJUSTABLELEG

99 7/16"

170 13/16"

FAN #4 A4-920 - SUPPLY FAN (PALL)1. UNTEMPERED SUPPLY UNIT WITH 20" BLOWER IN SIZE #4 HOUSING2. EVAP COOLER (LPD CELDEK) – W/INTAKE HOOD W/EZ FILTERS3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT4. 120V WIRING CONNECTION TO ENERGIZE EVAPORATIVE COOLERS FROM UNTEMPERED SUPPLY FANS.5. SEPARATE 120VAC WIRING PACKAGE FOR MAKE-UP AIR UNITS. OPTION MUST BE SELECTED WHEN MOUNTING VFD IN PREWIRE PANEL OR WITH DCVPACKAGE. PROVIDES SEPARATE 120VAC INPUT TO SUPPLY FAN. THIS 120V SIGNAL MUST BE RUN BY ELECTRICIAN FROM DCV TO MUA SWITCH.

L ETS DI

R

ROOF OPENING 2" SMALLER THAN CURB DIMENSION.

EXAMPLE: 7/12 PITCH = 30° SLOPE

PITCHED CURBS ARE AVAILABLE

FOR PITCHED ROOFS.

SPECIFY PITCH:

0"

0°

12"

C US

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SHEET NO.

SCALE:

DWG.#:

DRAWN

DATE:

BY:

REVISIONS

DESCRIPTION DATE:

AC

CORD

ANC

E

No

. 96

BU

ILT

NF

PA

WITH

IN

S

L

ID

TE

R

2979337

MASTER DRAWING

AHJ-86

4

4/6/2017

El P

ollo

Loc

o #X

XX

X -

Avo

ndal

e A

Z

3/4" =1'-0"

AV

ON

DA

LE

, A

Z, 85323

Southern C

alifornia

Offic

e

30

02

Do

w A

ve

., S

uite

410

, T

ustin

, C

A, 9

278

0 P

HO

NE

: (7

14

) 9

57

-15

00

FA

X: (9

19

) 2

27

-59

75

EM

AIL

: re

g86

@ca

ptive

aire

.co

m


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

M1.43

XXXXX

BID & PERMIT

XX-XX-XX

HOOD DETAILS

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE



ONEOR MORE OF THE

FOLLOWING:



REVISIONS


C US

ww

w.c

apt

ive

aire

.co

m

SHEET NO.

SCALE:

DWG.#:

DRAWN

DATE:

BY:

REVISIONS

DESCRIPTION DATE:

AC

CORD

ANC

E

No

. 96B

UIL

T

NF

PA

WITH

IN

S

L

ID

TE

RJOB NO

JOB NAME

MODEL NUMBER

DATE

DRAWN BY

DWG NO

SCHEMATIC TYPE

BREAKER 1PH

CONTROL POWER. DO NOT WIRE

TO SHUNT TRIP BREAKER.

1ST HOOD LIGHT BREAKER SHARED W/ CONTROLPOWER. SWITCH #1

WIRE TO VFD QUICK CONNECTOR

BREAKER 3PH

MCA:

MOCP:


BREAKER 3PH

MCA:

MOCP:


BREAKER 3PH

MCA:

MOCP:

BREAKER 3PH


MCA:

MOCP:

Load Wiring

WIRE TO

VFD QUICK

WIRE TO

DISCONNECT

CONNECTOR

MUST HAVE ITS OWN CONDUIT

DO NOT SHARE CONDUIT!

FLA:

HP:

VOLT:

Load Wiring

WIRE TO

VFD QUICK

WIRE TO

DISCONNECT

CONNECTOR



FLA:

HP:

VOLT:

Load Wiring

WIRE TO

VFD QUICK

WIRE TO

DISCONNECT

CONNECTOR



FLA:

HP:

VOLT:

Load WiringBLACK

BLACK

BLACK

GREEN

WIRE TO

VFD QUICK

CONNECTORWHITE

RED

FLA:

HP:

VOLT:



MAKE UP AIR

PROVING

INTERLOCK

DAMPER

LOW VOLTAGE CONNECTION FOR

DAMPER INTERLOCK. SHOULD

HAVE CONTINUITY WHEN DAMPER

IS PROVEN OPEN.

IN MUA #1

TERMINAL NAMES

DO NOT APPLY

IF MUA BY OTHERS

ON PCB

REMOVE JUMPER

NOT REQUIRED FOR ALL UNITS.

SEE MAKE-UP AIR SCHEMATIC.

WIRE C1 TO COMMON (1).

C1 TO AR1 SHOULD HAVE

CONTROL PANEL

FIRE SYSTEM

TO

MICROSWITCH

CONTINUITY WHEN ARMED.

IF MORE THAN ONE

WIRE AR1 TO NORMALLY CLOSED (2).

CAP

OFF

CAP

OFF

CAP

OFFFIRE SYSTEM, WIRE

IN SERIES AS SHOWN

WIRE DIRECTLY TO CONTROL BOARD

CAT-5 CONNECTION

CONTROL PANEL

REMOTE

TO

MOUNTED

SWITCHES

PLACE END OF LINE PLUG

EOL120AIN EMPTY JACK. PN: EOL120A

HMI

CONTROL PANEL

HOOD LIGHTS

TO

1400 W MAXWIRE TO J-BOX ON TOP OF HOOD

WIRE DIRECTLY TO COMMUNICATION

CONTROL PANEL

WORLD WIDE

TO

WEB

ROUTER

COMM

MODULE. SEE CASLINK OWNERS

MANUAL FOR FURTHER INSTRUCTIONS.

CAT-5 ETHERNET CONNECTION

WIRE TO CONTROL BOARD.

SENSOR MOUNTED IN ROOM AWAY

FROM HEAT SOURCES. SEE MANUAL

CONTROL PANEL

KITCHEN TEMP

TO

SENSOR


SENSOR MOUNTED IN EXHAUST DUCT

CONTROL PANEL

DUCT SENSOR

TO



CONTROL PANEL

DUCT SENSOR

TO



CONTROL PANEL

DUCT SENSOR

TO


SENSOR MOUNTED IN SUPPLY PLENUM.

CONTROL PANEL

PSP SENSOR

TO

THE FOLLOWING CONNECTIONS

MAY OR MAY NOT BE

REQUIRED BASED ON JOBSITE

SPECIFICATIONS

CONTROL PANEL

EXTERNAL

SIGNAL FOR

SHUNT TRIP

ST TERMINAL IS ENERGIZED

IN FIRE CONDITION.

SYSTEM DRY

SPARE FIRE

CONTACT

CONTROL PANEL

SPARE CONTACTS WILL MAKE C2 TO

AR2 WHEN SYSTEM IS ARMED. THEY

ARE USED TO DISABLE EQUIPMENT

OR PROVIDE SIGNALS. (NOT FOR

BUILDING FIRE ALARM WHICH MUST

BE WIRED DIRECTL TO THE ANSUL

ALARM INITIATING SWITCH LOCATED

IN ANSUL AUTOMAN)

SPARE CONTACTS WILL MAKE

CONTROL PANEL

ON/OFF WITH

DRY CONTACT

SUPPLY FAN

COMMON TO NORMALLY OPEN

WHEN SUPPLY FAN IS ON.

GROUP 1

WIRE TO ECPM03 TERMINALS.

CONFIGURABLE OUTPUT.

DCV SPEED

(TOTAL)

0-10V OUTPUT

ON PCB

SEE ECPM03 OWNERS MANUAL.

TO BMS

+

-

WIRE TO VFD TERMINAL STRIP.

PROPORTIONAL TO FREQUENCY.

VFD ANALOG

(EACH VFD)

0-10V OUTPUT

IN VFD

SEE VFD OWNERS MANUAL.

TO BMS

+

-

Hot

NeutralH1N1

120 V

15 A

Ground GND

LINE

LINE

Ground

P095 SM-1GND

L1L2

LINE L3208 V

18.8 A

30 A

LINE

LINE

Ground

P095 SM-2GND

L4L5

LINE L6208 V

18.8 A

30 A

LINE

LINE

Ground

P133 SM-3GND

L7L8

LINE L9208 V

2.4 A

15 A

LINE

LINE

208 V

Ground

PALL SM-4GND

L10L11

LINE L1218.8 A

30 A

P09501LOAD LEG 1

LOAD LEG 2

GND GROUND

FAN:

SM-1LOAD LEG 3

U1V1W1

15.0

5.000

208 V

P09502LOAD LEG 1

LOAD LEG 2

GND GROUND

FAN:

SM-2LOAD LEG 3

U2V2W2

15.0

5.000

208 V

P13303LOAD LEG 1

LOAD LEG 2

GND GROUND

FAN:

SM-3LOAD LEG 3

U3V3W3

1.9

0.500

208 V

U4V4W4

LOAD LEG 1

LOAD LEG 2

LOAD LEG 3

GND GROUND

PALL04FAN:

SM-4

N1 120V NEUTRAL

120V HOT

N1

15.0

5.000

208 V

IL1AIL1B

D3D7

C1AR1

MICROSWITCH 1

1:C

4:NO

2:NC

MS-1

1:C

4:NO

2:NC

1:C

4:NO

2:NC

MS-2

C1

AR1

J4 1

2

B1W1

GND

HOOD LIGHTS 1

- -

T1AT1B

ROOM TEMP

T2AT2B HOOD 1

RISER 1

T3AT3B HOOD 2

RISER 1

T4AT4B HOOD 3

RISER 1

T5AT5B HOOD 1

PSP TEMP

STN1

NEUTRAL FROM SHUNT COIL

HOT TO SHUNT COILSHUNT COIL

C2AR2

COMMON

NORMALLY OPEN

SFC1SFO1

COMMON

NORMALLY OPEN

SFC2SFO2

COMMON

NORMALLY OPEN

VO+VO-

302

BREAKER PANEL CONTROL PANEL

CONTROL PANEL FANS

CONTROL PANEL COMPONENT

BREAKER PANEL TO CONTROL PANEL

Responsibility: ElectricianBREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED

CONTROL PANEL TO FANS

Responsibility: Electrician

CONTROL PANEL TO ACCESSORY ITEMS

Responsibility: Electrician

2979337El Pollo Loco #XXXX - Avondal...

DCV-3111

2979337

MASTER DRAWING

AHJ-86

5

4/6/2017

El P

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3/4" =1'-0"

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ELECTRICAL PACKAGES - Job#2979337

1 DCV-3111 Wall Mount In SS Box08 - Ship Loose

w/ Prewire

1 Light

1 Fan

Smart Controls DCV

P095

P095

P133

PALL

Exhaust

Exhaust

Exhaust

Supply

3

3

3

3

5.000

5.000

0.500

5.000

208

208

208

208

15.0

15.0

1.9

15.0

NO. TAGPACKAGE

#LOCATION

SWITCHES

LOCATION QUANTITY

OPTIONFANS CONTROLLED

FAN TAG TYPE ɸ H.P. VOLT FLA

DESCRIPTION OF OPERATION:

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

4/6/2017

INSTALL

ECP #1-1

Demand Control Ventilation, w/ control for 3 Exhaust Fans, 1 Supply Fan, Exhaust on in Fire, Lights out in Fire, Fans

modulate based on duct temperature. INVERTER DUTY THREE PHASE MOTOR REQUIRED! Room temperature sensor shipped

loose for field installation.Verify distance between VFD and Motor; additional cost could apply if distance exceeds

50 feet.

SF1

BLACK

WHITE

GREEN


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

M1.44

XXXXX

BID & PERMIT

XX-XX-XX

HOOD DETAILS

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ONEOR MORE OF THE

FOLLOWING:



REVISIONS


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w.c

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SHEET NO.

SCALE:

DWG.#:

DRAWN

DATE:

BY:

REVISIONS

DESCRIPTION DATE:

AC

CORD

ANC

E

No

. 96B

UIL

T

NF

PA

WITH

IN

S

L

ID

TE

R

JOB NO

JOB NAME

MODEL NUMBER

DATE

DRAWN BY

DWG NO

SCHEMATIC TYPE

CONTROL PANEL

EXTERNAL

TO

SWITCH

SIGNAL SWITCH THROUGH BMS

WILL ACTIVATE ZONE1 FANS AND

LIGHTS

H1IO1

BMS SWITCHC NO

2979337El Pollo Loco #XXXX - Avondal...

DCV-3111

2979337

MASTER DRAWING

AHJ-86

6

4/6/2017

El P

ollo

Loc

o #X

XX

X -

Avo

ndal

e A

Z

3/4" =1'-0"

AV

ON

DA

LE

, A

Z, 85323

Southern C

alifornia

Offic

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30

02

Do

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ve

., S

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410

, T

ustin

, C

A, 9

278

0 P

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FA

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27

-59

75

EM

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DESCRIPTION OF OPERATION:

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

4/6/2017

INSTALL

ECP #1-2

Demand Control Ventilation, w/ control for 3 Exhaust Fans, 1 Supply Fan, Exhaust on in Fire, Lights out in Fire, Fans

modulate based on duct temperature. INVERTER DUTY THREE PHASE MOTOR REQUIRED! Room temperature sensor shipped

loose for field installation.Verify distance between VFD and Motor; additional cost could apply if distance exceeds

50 feet.


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

M1.45

XXXXX

BID & PERMIT

XX-XX-XX

HOOD DETAILS

EL P

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O L

OC

O29

95 P

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TOTY

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ONEOR MORE OF THE

FOLLOWING:



REVISIONS


W/H

S2442

F

S2424

S2448

S2448

S2448

2436

G

A-0

03

9

24'

20'

CW

MG

GCO

GI

GCO

GCOGCO2"

(1,500 GAL.)

SAMPLING PORT PER LOCAL JURISDICTION AUTHORITY

6" SANITARY SEWER, FOR CONTINUATION REFER TO CIVIL PLANS

2" DOMESTIC WATER, FOR CONTIUATION REFER TO CIVIL PLANS

PROPOSED GAS METER LOCATION.

V

V

3"

3"

4"4"

4"4"

GCO4"

4"6"


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

P0.10

XXXXX

BID & PERMIT

XX-XX-XX

SITE PLAN -PLUMBING

EL P

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1/16" = 1'-0"1

SITE PLAN - PLUMBING

REVISIONS


PLUMBING NOTES1. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS

AND CHARACTERISTICS OF UTILITIES AND PIPING AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

2. EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM ARCHITECTURAL AND FOOD SERVICE DRAWINGS.

3. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS AND SHALL PAY ALL FEES, CHARGES, PERMITS, INCLUDING COST OF VAULTS AND METERS.

4. ALL VENT AND FLUE OUTLETS SHALL BE 10'-0" MINIMUM FROM ANY FRESH AIR INTAKES OR TERMINATE 3'-0" ABOVE ANY FRESH AIR INTAKE.

5. THE CONTRACTOR SHALL PROVIDE: ALL FAUCETS, TRAPS, TRAP PRIMERS, STOPS, GATE VALVES, GAS COCKS, BACKFLOW PREVENTION DEVICE WATER HAMMER ARRESTORS, CLEANOUT COVERS AND INDIRECT WASTE TO AN APPROVED RECEPTOR.

6. INSTALL ALL PLUMBING TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND FRAMING.

7. THE CONTRACTOR SHALL RECORD ON AS-BUILT DRAWINGS ALL SIZES, LOCATIONS, AND MATERIALS OF EXISTING PIPING ENCOUNTERED DURING EXCAVATION AND NEW PIPING INSTALLED.

8. ALL LAVATORY AND SINK FAUCETS SHALL BE CERTIFIED REQUIRING FLOW CONTROL OF 2.2 GPM.

9. CONTRACTOR SHALL LABEL ALL ACCESSIBLE GAS & WATER SHUT-OFFS.

10. SEE KITCHEN EQUIPMENT DRAWINGS FOR THE EXACT LOCATIONS AND ROUGH-IN.

11. REFER TO ARCHITECTURAL FLOOR PLANS FOR EXACT LOCATIONS OF PLUMBING FIXTURES.

12. PLUMBING CONTRACTOR SHALL COORDINATE EXACT LOCATION OF PLUMBING ROUGH-IN.

13. PLUMBING CONTRACTOR SHALL COORDINATE SITE UTILITIES WITH ARCHITECT AND CIVIL ENGINEER.

14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODES, RULES AND WITH KITCHEN DRAWINGS AND ADJUST ROUTING OF PIPING IF NECESSARY. REGULATIONS.

15. UPON COMPLETION OF JOB, THIS CONTRACTOR SHALL INSPECT ALL EXPOSED PORTIONS OF THE PLUMBING INSTALLATION AND COMPLETELY REMOVE ALL EXPOSED LABELS, SOIL, MARKINGS, AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND THOSE REQUIRED BY LAW.

16. "ALL BURRED ENDS OF ALL (POTABLE WATER) PIPING AND TUBING SHALL BE REAMED TO THE FULL BORE OF THE PIPE OR TUBE AND ALL CHIPS SHALL BE REMOVED (SEE 2006 UNIFORM PLUMBING CODE SECTION 310).

17. INSULATE CONDENSATE DRAIN LINES BELOW ROOF FROM A/C EQUIPMENT WITH 1/2" MINIMUM UNICELLULAR FOAM TO PREVENT CONDENSATE DRIP.

18. WATER PIPING: BELOW GRADE OUTSIDE BUILDING SHALL BE TYPE "K", HARD DRAWN COPPER TUBING WITH SILVER SOLDER JOINT FITTINGS. PIPING ABOVE SLAB SHALL BE TYPE "L", HARD DRAWN COPPER TUBING WITH 2% LEAD SOLDER JOINT FITTINGS. SHOULD STREET PRESSURE EXCEED 80 PSI, A PRESSURE REDUCING VALVE ASSEMBLY SHALL BE INSTALLED. NO JOINTS SHALL BE ALLOWED UNDER BUILDING SLAB. GATE VALVES SHALL BE BRONZE WITH ENDS TO SUITE PIPE, NON- RISING STEM FOR 150 PSI WORKING PRESSURE. INSULATE HOT WATER LINES WITH 1" THICK UNICELLULAR FOAM AND WEATHER JACKET WHERE REQUIRED. CONTRACTOR OPTION TO PROVIDE PEX PIPING AS APPROVED BY LOCAL AUTHORITIES HAVING JURISDICTION.

19. INDIRECT AND CONDENSATE DRAIN PIPING: SHALL BE COPPER, TYPE "M" WITH 95-5 SILVER SOLDER JOINT FITTINGS.

20. STORM DRAIN PIPING: PLACED WITHIN THE INTERIOR OF THE BUILDING SHALL BE GALVANIZED STEEL, CAST IRON, PVC (AS APPROVED BY LOCAL AUTHORITIES) OR OTHER APPROVED PIPING MATERIAL , LOCATED UNDERGROUND SHALL BE CAST IRON SCHEDULED 40, ABS, PVC OR OTHER APPROVED MATERIALS.

21. INSULATION: ALL HOT AND COLD WATER PIPING AND TEMPERED WATER PIPING SHALL BE INSULATED:AIR CONDITIONER CONDENSATE :AIR CONDITIONER CONDENSATE DRAIN LINES SHALL BE INSULATED WITH MANVILLE "AEROTUBE" FOAM PLASTIC PIPE INSULATION.

22. WATER HAMMER ARRESTORS: SHALL BE ALL STAINLESS STEEL CONSTRUCTION, BELLOWS-TYPE "PDI" APPROVED AND CERTIFIED SIZING AND PLACEMENT CONFIRMING TO PLUMBING AND DRAINAGE INSTITUTE STANDARD "PDI-WH 201" LATEST EDITION AND AS MANUFACTURED BY J.R. SMITH, ZERN, OR PPP INC.

23. CLEANOUTS: SHALL BE MANUFACTURED BY J.R. SMITH, ZERN, JOSAM OR FP & M AS FOLLOWS:

A. FINISHED ROOM FLOORS: J.R. SMITH 4163 W/ N.B. TOP GASKETED WATERTIGHT COVER. B. WALLS: J.R. SMITH 4532 W/ BRONZE PLUG AND CHROME PLATED COVER. C. YARD AND PARKING LOT: J.R. SMITH 4253 CAST IRON SURFACE LEVEL CLEANOUT.

24. GAS PIPING: SHALL BE SCHEDULE 40 BLACK STEEL PIPE CONFORMING TO ASTM A53 GRADE A AND B, WITH 150 LB. BLACK MALLEABLE IRON SCREWED FITTINGS AND COUPLINGS. GAS VALVES 1" AND SMALLER SHALL BE LEVER HANDLE TYPE WITH CHECK, ALL BRONZE SCREWED, "CRANE NO. 298" OR EQUAL. 1-1/4" AND LARGER VALVES SHALL BE IRON BODY WITH BRONZE SQUARE HEAD PLUG, "CRANE NO. 324 " OR EQUAL. PROVIDE OPERATING WRENCH WHERE REQUIRED FOR EACH VALVE. PROVIDE APPROVED GAS PRESSURE REGULATORS. NATURAL GAS RIGHT AND LEFT HAND NIPPLES AND COUPLINGS SHALL BE NEW BLACK IRON. UNIONS SHALL NOT BE USED EXCEPT AT UNITS AND VALVES.

25. SOIL WASTE AND VENT PIPING: ALL WASTE & VENT PIPING IS TO BE CAST IRON. NON-METALLIC PIPE ONLY AS PERMITTED BY LOCAL AUTHORITIES (OR SOILS ENGINEERS FOR BELOW GROUND PIPING). ALL PIPING IN METAL STUD COOK LINE WALLS SHALL BE METALLIC PIPING. NO EXCEPTION.

26. PENETRATIONS THROUGH FIRE RESISTIVE ASSEMBLIES SHALL BE SEALED WITH APPROVED/LISTED MATERIALS.

1. ALL REQUIRED CLEANOUTS SHALL BE INSTALLED AS PER SEC. 707.0 & 719.0 OF THE PLUMBING CODE.2. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN (10) FEET FROM OR AT LEAST THREE (3)

FEET ABOVE ANY WINDOW, DOOR, OPENING, AIR INTAKE OR VENT SHAFT. 3. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO

THE METHOD SET IN SECTION 609.9 OF THE PLUMBING CODE. 4. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES IN HEIGHT ABOVE THE

FLOOD LEVEL RIM OF THE FIXTURE BEFORE BEING CONNECTED TO ANY OTHER VENT. 5. MINIMUM SIZE SCREEN PERMITTED ON COMBUSTION AIR DUCT IS ONE-FOURTH (1/4) INCH.

D

PROVIDE CLEANOUTS IN TURNS/END OF PIPE. USE DWV FITTINGS IF SIZE IS LARGER THAN 1".

DISCHARGE INTO CENTER HOLE OF GRATE OF FLOOR SINK WITH AIR GAP SUFFICIENT TO REMOVE GRATE AND STRAINER. MINIMUM GAP = TWICE PIPE DIAMETER.

SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE.

MAKE CONNECTION TO EQUIPMENT AS REQUIRED.

MAKE PIPE MINIMUM ONE SIZE LARGER THAN EQUIPMENT CONNECTION, MINIMUM 3/4". USE "M" OR "L" HARD COPPER UP TO 1" AND TYPE DWV FOR LARGER.

ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION.

PLUMBING SYMBOLS

CONNECT TO EXISTING.

EXISTING PIPING TO REMAIN.

PREFIX FOR EXISTING PIPING.

SOIL AND WASTE PIPING.

GREASE WASTE PIPING.

VENT PIPING.

DOMESTIC COLD WATER PIPING.

DOMESTIC HOT WATER PIPING.

DOMESTIC FILTERED COLD WATER PIPING.

DOMESTIC HOT WATER RETURN PIPING.

NATURAL GAS CUT-OFF VALVE.

NATURAL GAS SOLENOID VALVE.

CUT-OFF VALVE.

CHECK VALVE.

BALANCING VALVE.

UNION.

FLOOR DRAIN.

FLOOR SINK.

TRENCH DRAIN.

FLUSH FLOOR AND GRADE CLEANOUTS.

2 PSI MEDIUM PRESSURE NATURAL GAS PIPING.

DRAIN PIPING.

ROOF DRAIN.

OVERFLOW DRAIN.

OVERFLOW DRAIN NOZZLE.

ROOF DRAIN PIPING.

OVERFLOW DRAIN PIPING.

PLUMBING STACK

ACCESS PANEL

MG

K

HW

V

P

AP

D

CW

FW

(E)XX

FCO

RD

OD

HWR

FD1

FS1

TDPIPE MATERIAL SCHEDULE

SERVICE LOCATION REMARKS

CO

PPER

TYPE

"M"

P.V.

C.

CO

PPER

TYPE

"L"

CO

PPER

TYP

E "K

"

ASB

EST.

CEM

ENT

BLA

CK

STEE

LG

ALVA

NIZ

EDST

EEL

VITR

IFIE

DC

LAY

CAS

T IR

ON

A.B.

S.

WATER

SANITARYDRAINAGE

GAS

SANITARYDRAINAGE

STORMDRAIN

INDIRECTDRAINAGE

INSIDE

ABOVE GRADE

BELOW GRADE

OUTSIDE

INSIDE

OUTSIDE

INSIDE

OUTSIDE

INSIDE

OUTSIDE

INSIDE

OUTSIDE

*

*

*

*

*

*

*

*

*

*

* : ALL METAL PIPES UNDERGROUND SHALL BE PROTECTED BY CORROSION RESISTANCE TAPES.

PEX

1500 GALLONGREASE INTERCEPTOR

MODEL JP1500G

TRAFFIC RATES 24" CAST IRON FRAME & COVER WITH CASKET (TWO STANDARD)

24".

5' - 0" 4' - 9"

6' - 0"

2432 RISER-3",6" OR 12"

AS REQUIRED

4"PVC INLET & OUTLET PIPE AND FITTINGS STANDARD

SIDE VIEW(CUTAWAY)

INLETINVERT

OUTLETINVERT

10' - 8"

5' - 7"

TOP VIEW(COVERS & RISERS REMOVED)

• LIQUID CAPACITY: 1,500 GALLONS

• TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS (WATER TABLE BELOW TANK) EARTH COVER OVER TANK NOT TO EXCEED 6 FT.

• SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER.

• FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST.

THE DESIGN AND DETAIL OF THIS DRAWING ARE THE PROPERTY OF JENSEN PRECAST AND NOT TO BE USED EXCEPT IN CONNECTION WITH ITS OWN WORK. DESIGN AND INVENTION RIGHTS ARE RESERVED.

SAMPLE BOXWITH PIPE CONNECTORS

MODEL 2432-Z

MINIMUM EXCAVATION SIZE: 6'-7" X 11'-8" X DEPTH REQ'D.

BOX WEIGHT: 1250 LBS. BOX DESIGN LOAD: H-20 TRAFFIC

SAMPLE BOX MUST BE PLACED ON SUITABLE BASE OF COMPACTED SOIL OR UNDISTURBED EARTH IN TRAFFIC CONDITION. FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST.

DETAILPIPE CONNECTOR

(Z-LOK)

PIPE CONNECTOR CAST INTEGRALLY IN WALL. WILL ACCEPT PIPE O.D. (INCHES)

MAX. MIN. 6.25 4.25

SEE Z-LOK PIPE CONNECTOR PAGE FOR ADDITIONAL

INFORMATION

VARIABLE

TOP VIEW(COVERS &

RISERS REMOVED)

OUTSIDE INSIDE

SHOWN WITH PIPE (AFTER INSTALLATION)

SIDE VIEW(CUTAWAY)

COMPACTED FILL OR UNDISTURBED EARTH

PIPE CONNECTOR SEE DETAIL BELOW

24" CAST TRION FRAME & COVER WITH CASKET (GASTIGHT)

2432-12 RISER-12"

2432-06 RISER-6"2432-03 RISER-3"

AS REQUIRED(AT EXTRA COST)VARIABLE

.

VARIABLE36 1/2"

MINIMUM DIA.

24".

32".

17".

DIA.

32".

12".

12" MIN. WHEN SUBJECT TO

TRAFFIC.

STRAP-ON AQUASTAT SET 5° LOWER THAN HEATER

PROVIDE A 210° F ASME APPROVED TEMPERATURE AND 150 PSI PRESSURE RELIEF VALVE WITH TEST LEVER SIZED WITH AGA/CGA TEMPERATURE STEAM RATING 10% OVER HEATER INPUT. PROVIDE A HARD COPPER RELIEF LINE FULL SIZE OF VALVE DISCHARGE OUTSIDE OF BUILDING VALVE OUTLET TO TERMINATE WITHIN 18" OF GRADE.

CW CUT-OFF VALVE

HWR CUT-OFF VALVE

CW CHECK VALVE

HWR CHECK VALVE

HWR CUT-OFF VALVE

HW CUT-OFF VALVE

GAS COCK

DIRT LEG

UNION PROVIDE CONDENSATE DRAIN PIPING TO TERMINATE 6" ABOVE GRADE ON EXTERIOR OF BUILDING.

LOW PROFILE SIDE WALL VENT TERMINAL

PVC EXHAUST FLUE

PRV

WH

(199MBH)

PVC INTAKE

CP

ET

(ST-12)

3/4"HWR

1 1/4"CW

3/4"HWR

1 1/4"CW

1 1/4"CW

3/4"HWR

1 1/4"CW3/4"HWR

1"HW3/4"MG (199MBH)

1"HW

UNION


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

P1.00

XXXXX

BID & PERMIT

XX-XX-XX

PLUMBINGSYMBOLS ANDSCHEDULES

EL P

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1/4" = 1'-0"3

INDIRECT DRAIN DETAIL

WATER HEATER SIZING CALCULATION

FIXTURE QTY. @GPHEA. = TOTAL GPH HOT WATER STORAGE DEMAND .

LAVATORY 3 @ 5 GPH = 10 GPH GPH MAX. POSSIBLE DEMAND 175

MOP SINK 1 @ 15 GPH = 15 GPH MINUS GPH DISHWASHER 0

HAND SINK 3 @ 5 GPH = 15 GPH EQUALS GPH REMAINING 175

SINK 0 @ 5 GPH = 0 GPH DEMAND FACTOR 0.9

3-COMP SINK 1 @ 90 GPH = 90 GPH EQUALS GPH 158

PREP SINK 1 @ 45 GPH = 45 GPH PLUS GPH DISHWASHER 0

PRE-RINSE 0 @ 45 GPH = 0 GPH GPH MAX. PROBABLE DEMAND 0

DISHWASHER 0 @ 0 GPH = 0 GPH STORAGE FACTOR 0.4

TOTAL = 175 GPH TOTAL GALLONS STORAGE REQUIRED 63

(175 GPH X 80°F X 8.33 LBS PER GAL)96% EFF.

= 122 MBH

2 PSI GAS LOAD CALCULATION

EQUIPMENTGAS LOAD

MBHTDL FOR

BRANCH ONLYBRANCHPIPE SIZE

4-BURNER RANGE 128 100' 3/4"

BROILER 48" 250 100' 3/4"

BROILER 48" W/LIDKIT

250 100' 3/4"

BROILER 60" 300 100' 3/4"

BROILER 60" 300 100' 3/4"

FRYER ASSEMBLY 160 100' 3/4"

GAS RICE COOKER 35 100' 3/4"

ROOFTOP UNIT 150 100' 3/4"

ROOFTOP UNIT 150 100' 3/4"

WATER HEATER 199 100' 3/4"

TOTAL 1922

2 PSI GAS PIPES SIZED BASED FOR TDL=100 FT.MAXIMUM MAIN PIPE SIZE SHALL BE:

PIPE SIZE MAX MBH

1/2" 320

3/4" 669

1" 1,261

1 1/4" 2,588

1 1/2" 3,878

2" 7,469

2 1/2" 11,904

3" 21,044

ITEMS LISTED TO BE PROVIDED BY GC

PLUMBING FIXTURE SCHEDULE

ITEM FIXTURE

CONNECTION SIZES

DESCRIPTIONW V CW HW FW GAS

W1 ADA WATER CLOSET 4" 2" 1" "KOHLER" K-4405 HIGHLINE ELONGATED TOILET BOWL ADA W/ SLOAN VALVE MANUALLY OPERATED. W/ OPEN FRONT SEATS.

W2 WATER CLOSET 4" 2" 1" "KOHLER" K-4405 HIGHLINE ELONGATED TOILET BOWL ADA W/ SLOAN VALVE MANUALLY OPERATED. W/ OPEN FRONT SEATS.

U URINAL 2" 1 1/2" WATERLESS URINAL MODEL SLOAN WES 4000 W/ WES 150 CARTRIDGE KIT.

L ADA LAVATORY 2" 1 1/2" 1/2" 1/2" "KOHLER" PINOIR K-2035 ADA WALL-MOUNT BATHROOM SINK W/ KOHLER 15199 FAUCET, CONTROLS SHALL BE SELF-CLOSING AND LIMITTHE FLOW RATE TO 0.4GPM AND 110°F.

MS MOP SINK W/ STRAINER 3" 2" "FIAT" TSB700 TERRAZZO 12" MOP BASIN WITH STAINLESS STEEL CAPS ON ALL SIDES AND TILE FLANGES ON THREE SIDES.

FD1 EMERGENCY FLOOR DRAIN 2" 1 1/2" ADJUSTABLE COLLAR "ZURN"415 OR "SMITH"2005-Y POLISHED BRONZED W/ STRAINER.

FD2 EMERGENCY FLOOR DRAIN 2" 2" ADJUSTABLE COLLAR "ZURN"415 OR "SMITH"2005-Y POLISHED BRONZED W/ STRAINER.

FD3 FLOOR DRAIN 3" 2" ADJUSTABLE COLLAR "ZURN"415 OR "SMITH"2005-Y POLISHED BRONZED W/ 3" OUTLET.

TD TRENCH DRAIN 2" 1 1/2" JOSAM SERIES 46300 FABRICATED STAINLESS STEEL TRENCH DRAIN WITH 48" LENGTH, 2" OUTLET AND PERFORATED SHEET GRATE.

FS1 FLOOR SINK 2" 1 1/2" COMMERCIAL ENAMELING No. 906-2-C-G 12" x 12" x 6" W/ DOME STRAINER & HALF GRATE.

FS2 FLOOR SINK 3" 2" COMMERCIAL ENAMELING No. 910-3-C-G 12" x 12" x 10" W/ DOME STRAINER & HALF GRATE.

RD ROOF DRAIN J.R. SMITH #1310 W/ SUMP RECEIVER & 5" SHAPED UNDERDECK CLAMP

DSN DOWNSPOUT NOZZLE WADE SERIES 3940 CAST BRONZE DOWNSPOUT NOZZLE WITH THREADED OUTLET. PROVIDE WITH FLANGE TO SECURE TO WALL WITHTAMPERPROOF SCREWS.

GI GREASE INTERCEPTOR 4" 3" JENSEN No. JP1500G 1500 GALLON SHALL BE APPROVED FOR TRAFFIC UP TO 6 FT. COVER L = 10'-8", W = 5'-7", D = 6' MINIMUM. (SEECIVIL DRAWINGS FOR MORE INFORMATION)

MXV MIXING VALVE 1/2" 1/2" BRADLEY "NAVIGATOR" MODEL S59-4016, SIZE 1/2" LOCATED UNDER SINK.

PRV PRESSURE REGULATING VALVE 3/4" MAXITROL MODEL 325 SERIES GAS PRESSURE REGULATING VALVE FOR 2 PSI INLET PRESSURE. PROVIDE WITH MAXITROL "LIMITER"VENT LIMITING DEVICE FOR INDOOR INSTALLATIONS.

BFP1 BACKFLOW PREVENTER 3/4" STAINLESS STEEL BACK FLOW PREVENTER "WATTS" MODEL SS-009 MOUNTED ON WALL. BELOW WATER FILTER. IAPMO FILE NO.1563

HB HOSE BIBB 3/4" J.R.SMITH MODEL 5609QT NON-FREEZE HOSE BIBB WITH INTEGRAL VACUUM BREAKER

WH GAS WATER HEATER 1 1/4" 1" 1" A.O.SMITH BTH 199, 100 GAL., 199,000 BTUH INPUT, 96% EFF. 120V., 60 HZ., POWER

ET EXPANSION TANK AMTROL THERM-X-TROL NO. ST-12

CP CIRCULATING PUMP DOMESTIC HOT WATER CIRCULATING PUMP " GRUNDFOS " MODEL UP 15-18 1/25 HP,120 V. SINGLE PHASE WITH PROGRAMABLE TIMERAND SENSORS.

THE MINIMUM SLOPE FOR DRAINAGE SYSTEM IS 2% UNLESS APPROVED BY THE CITY BUILDING OFFICIAL.

2012 INTERNATIONAL PLUMBING CODE USED FOR DESIGN.

NOT TO SCALE2

PRECAST CONCRETE GREASE INTERCEPTOR DETAIL

NOT TO SCALE1

WATER HEATER DETAIL

REVISIONS


2424

2436

W/H

S2442

F

S2424

S2424

JW

TEA

2424

2424

S1424

S2448

S2448

S2448

2436

G

1. ALL VENT TERMINATIONS ON ROOF SHALL BE MINIMUM OF 10 FT. AWAY FROM A/C UNITS AND MAKE-UP AIR FRESH AIR INTAKE OR ANY OPENING TO THE BUILDING.

2. WALK-IN COOLER BOX CONDENSATE DRAIN SHALL BE 1" COPPER AND TERMINATE OVER FLOOR SINK WITH A P-TRAP AND 1" AIR GAP.

3. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES IN HEGHT ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE BEFORE BEING CONNECTED TO ANY.

4. ALL WASTE & VENT PIPING IS TO BE CAST IRON. NON-METALLIC PIPE ONLY AS PERMITTED BY LOCAL AUTHORITIES (OR SOILS ENGINEERS FOR BELOW BROUND PIPING). ALL PIPING IN METAL STUD COOK LINE WALLS SHALL BE METALLIC PIPING. NO EXCEPTION.

5. WASTE PIPE DESIGN BASED ON 2% SLOPE.

NOTES:

1 2 3 4 5

D.1

D

C

B

A

CW V

V

GCO GCO

GCO

GCO

2"

1

GI

SAMPLE BOX

(1,500 GAL)

3"

3"

B.2

2

DSN

K

KK

K

K

K

K

K

K

KFCO P100

P137

P115-1

P097

FCO

P016

WH

P016

S020

MS

P016TD

P135B

P135

W1LW1

W2

L

U

FCO

FD1

FD1

P033A

P033

S045

FCO

S015

S015

P125

P123

S047B

FD3

FS2

FS2

FD1

FS1

FS2FD2

FCO

FS1

FCO

FD3

FD3

FD3

FS1

FD2

FS1FS1

4" 4"2"

2"

4"

4" 4" 4"4"

4"4"

4"

3"

4"

4"

4" 4"

4"

4"

2"

4"

4"

4"2"

4"

4"

4"

3"3" 3"3"

3" KK

2"4"4"

2"

2"

3"3"

4" 4" 4" 4" 4"4"

4"

2"

3"

4"

4"

3"

3"

4"

4"

4"

2"

4"

2"

3"

4"

4"

4"

3"3"3"

3

3

3

4"

4"

3

3

45

6

3

3

6

6

66

2

DSN

3

66

S011A

S011B

7

8

9

10

1 1

11

11

11

1111

11

11

11

11

3

FS1 2"

4"

4"

P018

P018-1

113 6

3"


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

P1.10

XXXXX

BID & PERMIT

XX-XX-XX

FLOOR PLAN -LOWER

PLUMBING

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

ALL ITEMS LISTED TO BE PROVIDED BY OWNER

PLUMBING SCHEDULE

EQUIPNO.

QTYREQD. DESCRIPTION

WATER WASTE GAS

PRI_HT REMARKSCW HW FW IW DW SIZE MBH

P015 1 CARBONATORS 1/2" 60" AFF PROVIDE COLD WATER FOR R.P. DEVICE, COKE TO CONNECT FROM R.P. TO CARBONATORS.

P015-1 1 BOOSTER PUMP 3/4" 6" BELOW CLG. PROVIDE 1/2" FEMALE THREADED FITTING FOR COKE TO CONNECT BOOSTER PUMP.

P016 3 HAND SINK, PEDESTAL 1/2" 1/2" 2" 18" AFF PROVIDE ALL MATERIALS FOR CONNECTION.

P018 1 ICE MACHINE 1/2" 3/4" 96" AFF FROM FILTER BANK PIPE TO ICE MACHINE. TWO DRAIN CONNECTIONS.

P018-1 1 ICE BIN 3/4" PROVIDE INDIRECT DRAIN TO FLOOR SINK.

P018-5 1 WATER FILTER 3/4" 3/4" 6" BELOW CLG TO FEED (1) 1/2" ICE MACH, (2) 1/2" SODA CARBS (CONN. SODA THRU BFP PRIOR TO CARBONATOR) & ALL BEV MACHINES.

P023 3 FAUCET, POT & PREP SINKS 1/2" 1/2" 14" AFF PROVIDE ALL MATERIALS FOR CONNECTION. USE S/S FLEX LINES & BALL VALVES.

P032 1 4-BURNER RANGE 3/4" 128 30" AFF CONNECT WITH FLEX HOSE.

P033 1 WALK-IN COOLER

P033A 2 WALK-IN COOLER REFRIGERATION 3/4" PROVIDE INSULATED INDIRECT DRAIN PIPING TO FLOOR SINK. PROVIDE APPROVED ROOF PENETRATIONS AS REQUIREDFOR REFRIGERATION PIPING SET INSTALLATION. COORDINATE LOCATION WITH REFRIGERATION PIPING SET INSTALLER.

P034 1 FILLER FAUCET 1/2" 58" AFF PROVIDE ALL MATERIALS FOR CONNECTION.

P048 1 FRYER ASSEMBLY 1" 160 12" AFF CONNECT WITH FLEX HOSE.

P054 1 GAS RICE COOKER 1/2" 35 44" AFF CONNECT WITH FLEX HOSE.

P065D 1 BROILER 48" 3/4" 250 18" AFF SEE DETAIL "2" ON SHEET K3

P065E 2 BROILER 60" 3/4" 300 18" AFF SEE DETAIL "2" ON SHEET K3

P066D 1 BROILER 48" W/LID KIT 3/4" 250 18" AFF SEE DETAIL "2" ON SHEET K3

P071 1 FAUCET, MOP SINK 1/2" 1/2" 44" AFF PROVIDE ALL MATERIALS FOR CONNECTION.

P076 1 HOT WATER DISPENSER 1/2" 84" AFF PROVIDE ALL MATERIALS FOR CONNECTION, 1/4" O.D. TUBE, 45 DEGREES FLARE. CONN THRU FILTER.

P076-3 1 WATER FILTER 1/2" 1/2" 84" AFF TO HOT WATER DISPENSER.

P095 2 EXHAUST HOOD 1 1/2" PROVIDE DRAIN FROM BLOWERS TO FLOOR SINK SEE DETAIL "1" ON SHEET K3

P097 1 BEVERAGE DISPENSER, SURE FILL 1/2" 3/4" 18" AFF PROVIDE ALL MATERIALS FOR CONNECTION.

P097A 1 JUICY WHIP DISP, CUSTOMER 1/2" 1/2" 18" AFF PROVIDE ALL MATERIALS FOR CONNECTION.

P097B 1 JUICY WHIP DISPENSER, D.T. 1/2" 1/2" 18" AFF PROVIDE ALL MATERIALS FOR CONNECTION.

P098B 1 DUAL BREWER, ICED TEA 1/2" 18" AFF PROVIDE ALL MATERIALS FOR CONNECTION.

P100 1 BEVERAGE DISPENSER, PUSH BUTTON 18" AFF PROVIDE ALL MATERIALS FOR CONNECTION.

P115-1 1 REFRIGERATED COLD PAN 3/4" PROVIDE INDIRECT DRAINS FROM SALSA PAN AND BEER DISPLAY TO FLOOR SINK.

P123 8 BUILT-IN FOOD WARMER 1/2" PROVIDE INDIRECT DRAIN TO FLOOR SINK.

P125 1 BUILT-IN SOUP WELLS 1/2" PROVIDE INDIRECT DRAIN TO FLOOR SINK.

P135 1 MARINATING TUMBLER 3/4" PROVIDE INDIRECT DRAIN TO S/S FLOOR SINK.

P135B 1 S/S FLOOR SINK 3" SEE DETAIL ON SHEET P-1 FOR APPROVED FLOOR SINK.

P137 1 SODA DISPENSER MOUNTED ICE MACHINE 1/2" 3/4" 90" AFF FROM FILTER BANK PIPE TO ICE MACHINE.

S011A 1 CHICKEN TROUGH 2" DRAIN THRU COOLER WALL TO FLOOR SINK MIN. 6" AFF.

S015 2 BROILER PAN, WATER BATH 1/2" 2" 48" AFF PROVIDE ALL MATERIALS FOR CONNECTION. OUTSET SPOUT @ +18". BALL VALVE IN S/S. ACCESS COVER @ 48"

S020 1 3-COMP SINK 3" PROVIDE ALL MATERIAL FOR CONNECTION. VER WASTE W/ P SHTS.

S026A 1 BURRITO & SIDES ASSEMBLY 3/4" PROVIDE INDIRECT DRAINS TO FLR SINK FOR REFRIGERATED BASE.

S047B 1 PAN CHILLERS 1/2" PROVIDE INSULATED INDIRECT DRAIN TO FLOOR SINK

PLAN NOTES

1 SEE SITE PLAN FOR CONTINUATION.

2 4"RD DOWN FROM ABOVE.

3 1 1/2"V UP

4 2"CW UP

5 3"V UP

6 2"V UP

7 RUN ALL INDIRECT DRAIN PIPING IN COOLER TIGHT TO WALL.

8 G.C. TO PROVIDE ACCESS THRU WALL FOR DRAIN LINE.

9 PROVIDE INSULATED CONDENSATE DRAIN PIPING TIGHT TO WALL TO CLOSEST FLOOR SINK TO TERMINATE WITH APPROVED AIR GAP. INSTALL OWNER PROVIDED REFRIGERANT LINE SET TO REMOTE CONDSER.

10 PROVIDE ALL INDIRECT DRAIN PIPING AS REQUIRED TO EXTERIOR OF BUILING AND TERMINATE MINIMUM OF 6" ABOVE GRADE.

11 PROVIDE INDIRECT DRAIN PIPING TO CLOSEST FLOOR SINK TO TERMINATE WITH APPROVED AIR GAP.

1/4" = 1'-0"1

FIRST FLOOR PLAN - LOWER PLUMBING

REVISIONS


2424

2436

W/H

S2442

F

S2424

S2424

JW

TEA

2424

2424

S1424

S2448

S2448

S2448

2436

G

USE PEX TUBING OR EQUIVALENT DOWN STREAM OF BACK FLOW PREVENTER.

STAINLESS STEEL BACK FLOW PREVENTER ON WALL. BELOW WATER FILTER (COKE TO MAKE CONNECTION FROM THIS POINT TO CARBONATORS.) PROVIDE INDIRECT DRAIN PIPING TO CLOSEST FLOOR SINK TO TERMINATE WITH APPROVED AIR GAP.

FW CUT-OFF VALVE

FW CUT-OFF VALVE

CW CUT-OFF VALVE

CW CUT-OFF VALVE3/4"FW TO EQUIPMENT

3/4"FW

3/4"FW

3/4"FW

3/4"FW

3/4"FW

3/4"FW

3/4"FW

3/4"CW

3/4"CW

3/4"CW

P018-5

P015-1

1

2 3 4 5

D.1

D

C

B

A

HB

CW

CW

1

3/4"

3/4"

3/4"

2

2

3

3 4

4

44

P097B

P097

P016

P100

P137

P098B

P097A

P018

WH

ETCP

P016

P023

P023

P071

P016

MS

P018-5

P015-1

5W1

U

L W1

W2

L

4

6

4

7

7

7

77

S015

S015

P076-3

P076MXV

MXV

MXV

8

MXV

P3

6

P2

P1 P4

CW

CW

CW

HW

CW

CW

FW

V

V

V

VHWHW

HWR

HW

R D

DD

D

D

D

D

CW

HW

CW

HW

HW

R

HWRCW

HW

FW

HW

HW

R

V

V

FW

FW

V

FWHW

HW

9

10

10

11

12

HW

CW

CW

CW

VV

VV

3/4"HW

3/4"CW

2"V

13

HB

3/4"1 1/2"

3/4"

1 1/2"3/4"

1 1/4" 2"

2"1 1/4" 1/2"

1 1/4"

2"

2"

2 1/2"

2"

2"2" 2"

2" 2" 14

1 1/4"

2"

2"

2"

2"

1"1"

2"

1/2"

1/2"

2"

1/2"

1/2" 3/4"

3/4"

3/4"1 1/2"1 1/2"1"

1"

3/4"1/2" 3/4"

1/2"

1 1/2" 1 1/2"3/4"

3/4"1"

1/2"

1/2"

1/2"

1"1"

3/4"

2"3/4"

1 1/2"

1 1/2"

2"

1 1/2"

1 1/2"

2"

2"7

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

2"

4

3/4"

1 1/2"

3/4"

3/4"

3/4"

3/4"

2"

3/4"

2"2 1/2"

V

1 1/2"

3/4"1/2"

3/4"

3/4"

1 1/4"

1"

3/4"

3/4"

3/4"

2"1/2"

3/4"

2" 2"2"

1/2"

2"

2"

2"

1 1/2"

1 1/2"

3/4"

1 1/2"

1 1/2" 1/2"

3/4"

3/4"

LOW PROFILE SIDE WALL VENT TERMINATION.

(100 GAL., 199 MBH)

(ST-12)

S020

3"V

4

P023

P015

P034

4"RD

15

1/2"2"

1 1/2"

16

4"RD

2" 2 1/2"V

7

4

CW

FWFW

3/4"

FWFW1/2"

3/4"

1/2"

7 4


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

P1.20

XXXXX

BID & PERMIT

XX-XX-XX

FLOOR PLAN -UPPER PLUMING

EL P

OLL

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OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

PLAN NOTES

1 3"V UP FROM BELOW

2 4"RD DN FROM 4" ROOF DRAIN

3 4"RD DN

4 1 1/2"V UP FROM BELOW

5 3"V UP TO 3"VTR

6 2 1/2"V UP TO 2 1/2"VTR

7 2"V UP FROM BELOW

8 2"V UP TO 2"VTR

9 TERMINATE CONDENSATE DRAIN PIPING INTO MOP SINK WITH APPROVED AIR GAP.

10 1" CONDENSATE DRAIN DN FROM ABOVE.

11 3/4"CW UP TO HOSE BIBB ON ROOF.

12 VERIFY FILTER SCHEMATIC W/ DETAIL 2/P1.20. CONNECT THRU BOOSTER PUMP THEN FILTER.

13 PROVIDE HOT WATER SHUT OFF VALVE IN WALL WITH ACCESS PANEL.

14 2"CW UP FROM BELOW

15 1/2"CW UP TO "MAU-1"

16 1 1/2" CONDENSATE DRAIN DN FROM ABOVE.


PLUMBING SCHEDULE

EQUIPNO.


WATER WASTE GAS






































NOT TO SCALE2

WATER FILTER & BACKFLOW DETAIL

1/4" = 1'-0"1

FIRST FLOOR PLAN - UPPER PLUMBING

REVISIONS


2424

2436

W/H

S2442

F

S2424

S2424

JW

TEA

2424

2424

S1424

S2448

S2448

S2448

2436

G

1. GAS PIPING SHALL BE KEPT A MINIMUM OF 6 INCHES ABOVE GRADE OR STRUCTURE.

NOTE:

6".

12".

9".

2' - 0".

4".

1/4"Ø STEEL PIPE (GALVANIZED)

ONE HOLE PIPE STRAP (GALVANIZED)

1/8" TK. COMP. ROOFING

4" X 4" X 12" TREATED TIMBERPIPE SIZE AS SHOWN ON PLANS

GRAVEL

BUIT-UP ROOF OR GROUND

TOP VIEW

END VIEW

1 2 3 4 5

D.1

D

C

B

A

MG

TOTAL DEVELOPED LENGTH 100 FT. TOTAL 1,922MBH, 2 PSI GAS METER & PRESSURE REGULATOR BY GAS COMPANY.

GAS METER

SHUT-OFF VALVE

B.2

MGMG

MG

MG

MG

MG

MG

MG

MG

MG

MG

3/4"MG UP TO 'RT-2'(150MBH)

3/4"MG UP TO 'RT-1'(150MBH)

3/4"(150MBH)

3/4"(150MBH) 3/4"(150MBH)

1 1/4"(1,423MBH)

PROVIDE CEILING ACCESS PANEL WITH LABEL IDENTIFYING THE LOCATION OF THE AUTOMATIC GAS SHUT-OFF VALVE

AUTOMATIC GAS S.O.V. TO BE INTERLOCKED WITH FIRE SUPPRESSION SYSTEM PROVIDED BY G.C. INSTALLED BY P.C.

1 1/4"(1,423MBH)

1 1/4"(1,263MBH)

3/4"(160MBH)

3/4"(160MBH)

3/4"(160MBH)

3/4"(160MBH)

P048

P065E P066D

P065E

3/4"(199MBH)

3/4"(349MBH)

1 1/4"(1,573MBH)

1 1/4"(1,922MBH)

P065D P032

P054

3/4"(128MBH)

1 1/4"(1,100MBH)1"(850MBH)

1"(600MBH)3/4"(300MBH)

3/4"(0MBH)

WH

(300MBH) (250MBH)

(300MBH) (250MBH)

(128MBH)

(35MBH)

(160MBH)

(199MBH)

MG

3/4"(150MBH)

3/4"(349MBH)


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

P1.30

XXXXX

BID & PERMIT

XX-XX-XX

FLOOR PLAN -GAS PLUMBING

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

MAXIMUM DELIVERY CAPACITY OF ONETHOUSAND BTUS OF GAS PER HOUR OF IPSPIPE CARRYING NATURAL GAS OF 0.60SPECIFIC GRAVITY BASED ON PRESSUREDROP OF 1.5 PSI

TDL = 100 FT.

2 PSI NATURAL GAS SIZING GAS PIPINGSYSTEM

PIPE SIZE MBH

1/2" 320

3/4" 669

1" 1,261

1 1/4" 2,588

1 1/2" 3,878

2" 7,469

2 1/2" 11,904

3" 21,044

NOT TO SCALE2

GAS PIPE SUPPORT DETAIL

1/4" = 1'-0"1

FIRST FLOOR PLAN - GAS PLUMBING


PLUMBING SCHEDULE

EQUIPNO.


WATER WASTE GAS






































REVISIONS


ROOF SURFACE

AC UNIT

1" TEE/LOOSE CAP. FOR CLEANOUT

1" OPEN TEE VENT

1" COND. DRAIN TO MS1

1. ALL THE VENTS SHOULD BE 10 FEET AWAY FROM AIR INTAKE OF AC UNITS & MUA UNIT.

2. CONDENSATE AND GAS PIPING FOR ROOF TOP EQUIPMENT SHALL INSTALL BELOW THE ROOF.

3. STORM DRAIN PIPE SIZES BASED ON 2% SLOPE & 5" RAIN FALL PER HOUR

NOTES:

PROVIDE DIRT LEG, PRESSURE REGLUATING VALVE & SHUT-OFF VALVE AT EACH UNIT. MAKE FINAL CONNECTION W/ APPROVED FLEXIBLE CONNECTOR.

12 3 4 5

D.1

D

C

B

A

RT

1

RT

2

KF

2

KF

1

EF

1

KF

3

1

1

HB

3/4"CW UP FROM BELOW

4" ROOF DRAIN W/ 8"X6" OVERFLOW SCUPPER FOR 1,725 SF

2

2

RD

RD

4" ROOF DRAIN W/ 8"X6" OVERFLOW SCUPPER FOR 1,132 SF

P4

P1

P2

P3

(150MBH)

(150MBH)

3/4"MG UP FROMBELOW (150MBH)

3/4"MG UP FROMBELOW (150MBH)

MAU

1

P033A


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

P1.40

XXXXX

BID & PERMIT

XX-XX-XX

ROOF PLAN -PLUMBING

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

NOT TO SCALE2

CONDENSATE DRAIN DETAIL

1/4" = 1'-0"1

ROOF PLAN - PLUMBING

PLAN NOTES

1 1" CONDENSATE DRAIN DOWN

2 3" BELL W/ 1 1/2" DRAIN TO FLOOR SINK FOR GREASE DRAIN VERIFY LOCATION.

REVISIONS


3/4" (1.0)

3/4" (1.0)

3/4" (1.0)

3/4" (1.0)

3/4" (1.0)

3/4" (2.0)

3/4" (2.0)

3/4" (3.0)

1 1/4" (7.5)

1 1/4" (7.5)

1 1/4" (7.5)

1" (6.0)

1" (6.0)

1/2" (1.5)

1/2" (0.5)

1/2" (1.0)

1/2" (1.0)1/2" (0.5)

1/2" (0.5)

1/2" (0.5)

W1

U

L

MXV

W1

W2

L

P016

P018-5

P015-1

P023

P023P016

S015

S015

P016

P097

P097BP100

P098B

P097A

P137

P076-3

P0763/4" (2.0)

1 1/4" (10.5)

2" (56.5)

1 1/4" (7.5)2" (64.0)

2" (64.0)

1 1/4" (7.5)

1" (6.0)

1/2" (1.5)

1" (6.0)

1" (6.0)

1" (6.0)

1" (6.0)

1/2" (1.0)1/2" (0.5)

1/2" (0.5)

1/2" (0.5)1/2" (0.5)

1/2" (0.5)

1/2" (0.5)

2" (46.0)

2" (39.0)

2" (39.0)

3/4" (13.0)

3/4" (13.0)

1 1/2" (26.0)

1 1/2" CW (26.0)

3/4" (13.0)

3/4" (3.5) 3/4" (3.5)

3/4" (8.0)

3/4" (10.0)

3/4" (10.0)

3/4" (3.0)3/4" (3.0)

3/4" (10.0)

3/4" (13.0)

ET

CP

1/2" (1.0)1/2" (1.0)

1/2" (1.0)

3/4" (2.0)

1/2" (1.0)3/4" (1.0)

1/2" (0.5)

3/4" (5.5)

1 1/2" (20.5)

3/4" (7.0)

3/4" (7.0)

HB

HB+18"

+18"

3/4" (2.5)

3/4" (2.5)

3/4" CW (1.5)

3/4" (4.0)

3/4" (2.5)

3/4" CW (1.5)3/4" HW (1.5) 3/4" (1.5)3/4" HW (1.5) 3/4" (1.5)

3/4" (1.5)3/4" (1.5)

3/4" (3.0)

1/2" CW (1.5)

1/2" (1.5)

1/2" CW (1.0)

1/2" (1.0)

1/2" (0.5)

1/2" CW (0.5)

MXV

1/2" HW (0.5)

1/2" (0.5)

1/2" HW (0.5)

3/4" (2.0)

3/4" (3.5)

1 1/2" (13.5)

1 1/4" (9.5)

1 1/4" (9.5)1 1/4" (9.5)

3/4" (0.0)3/4" (0.0)

3/4" (0.0)

WH(100 GAL., 199MBH)

3/4"

3/4"

1" (9.5)

1" (9.5)

3/4" (9.0)

1/2" (0.5)

1/2" (0.5)

MXV

3/4" (4.0)

HB 3/4" (2.5)

3/4" (2.5)

3/4" (2.5)3/4" (2.5)

1/2" (1.5)

1/2" (1.5)

UP TO MAU 1

3/4" (3.5)

3/4" (5.5)

3/4" (2.0)

1/2" (1.0)

1/2" (1.0)

1/2" (1.0)3/4" (1.0)

3/4" (0.5)

1/2" (0.5)

1/2" (0.5)

1/2" (0.5)

1/2" (0.5)

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"HWR

3/4"

3/4"

1/2" (5.0)

1/2" (5.0)1/2" (2.0)1/2" (2.0)

1/2" (3.0)

1/2" (1.0)

1/2" (2.0)

1/2" (2.0)

1/2" (2.0)

1/2" (2.0)

1/2" (1.0)

1/2" (1.0)

1/2" (1.0)

3/4" (7.0)

3/4" (7.0)

1/2" (1.0)

1/2" (1.0)1/2" (1.0)

3/4" (8.0)

HW

CW

HW

HWR

HW

CW

FW

FW

CW

HW

HW

HW

HW

CW

CW

CW

CW

CW

CW

CW

CW

HWHW

FW

CW 2" (64.0)

2" (64.0)

1 1/4" (9.5)

P071

MXV

MXV

(ST-12)

P034

1/2" (1.0)

1/2" (1.0)

1/2"CW UP TO 'MAU-1'

P023

1/2" CW (1.5)

3/4" HW (1.5)

3/4" HW (1.5)3/4" CW (1.5)

1/2" CW (1.0)

CW

1/2" (0.5)

1/2" (1.0)

3/4" (1.5)

3/4" (2.0) 3/4" (1.5)

3/4" (3.0)

3/4" (5.5)

3/4" (2.5)

FW

FW

1/2" (2.0)1/2" (2.0)

1/2" (2.0)

1/2" (2.0)

3/4" FW (3.0)


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

P1.70

XXXXX

BID & PERMIT

XX-XX-XX

DOMESTICWATER RISER

DIAGRAM

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

NOT TO SCALE1

DOMESTIC WATER RISER DIAGRAM

REVISIONS


2" (2.0) 2" (2.0)3" (0.0)

3" (0.0)

FCO

3" (2.0)

2" (2.0)

2" (2.0)

3" (4.0)

3" (6.0)

3" (6.0)

3" (3.0)

4" (10.0)

4" (7.0)

2" (2.0)

2" (2.0)2" (0.0)

2" (0.0)

2" (0.0)

2" (1.0)

2" (1.0)

3" (3.0)

3" (3.0)

4" (1.0)

FS1

FS1

FS1

FD1

FS2

FD3

FD2

FCO

FS1

FCO

FD3

FS2FD3

FS2

FD2

FS1

FCO

FD1

FD1

FCO

GCO

GCO

4" (41.0) 6" (69.0)

4" (28.0)

4" (28.0)

GCO

GCO

FS1

FD3

W1

W2L

W1

L

P135B

P016

P016

S020

MS

P016

WH

P2

P4

P1

P3

3" (3.0)

2" (0.0)

2" (0.0)

4" (10.0)

4" (10.0)

4" (0.0)

4" (11.0)

3" (3.0)

4" (17.0)

3" (6.0)

3" (6.0)

3" (3.0)

3" (3.0)

3" (3.0)

4" K (22.0) 4" (25.0)

3" (3.0)

2" (1.0)

4" (29.0)

4" (31.0)

3" (5.0)

3" (5.0)

3" (0.0)

3" (3.0)

3" (3.0)

2" (0.0)

2" (0.0)

3" (3.0)

4" (0.0)

4" (6.0)

2" (1.0)

2" (1.0)

3" (3.0)

2" (2.0)2" (2.0)

2" (2.0)

4" (38.0)

2" (2.0)

2" (2.0)

2" (2.0)

4" (41.0)

3" (3.0)

4" (41.0)

4" (0.0)

4" (6.0)

4" (6.0)

4" (0.0)

4" (6.0)

2" (2.0)

2" (2.0)

2" (2.0)

4" (8.0)

2" (0.0)

2" (0.0)

2" (1.0)

2" (1.0)

4" (9.0)

4" (6.0)4" (6.0)

4" (15.0)

4" (28.0)

GCO

4" (6.0)

4" (6.0)

2" (0.0)

4" (13.0)

4" (13.0)

4" (7.0)

2" (1.0)

2" (1.0)4" (6.0)

TD

GI(1,500 GALLON)

K

K

K

K

K

K

K

1 1/2" (1.0)

1 1/2" (0.0)

2" (6.0)

1 1/2" (1.0)

1 1/2" (1.0)

2" (7.0)

2" (7.0)

V

1 1/2" (2.0)

2" (9.0)

V

2" (20.0)

2" (7.0)

2 1/2" (27.0)

2 1/2"VTR

2" (7.0)

2" (11.0)

2" (6.0)2" (6.0)

2" (5.0)

3" (0.0)

3" (0.0)

3" (0.0)

3" (0.0)

3" (0.0)3" (0.0)

3" (0.0)

3"VTR

1 1/2" (2.0)

2" (3.0)

2" (3.0)

2" (3.0)

2" (3.0)

2" (5.0)

1 1/2" (2.0)

2" (7.0)

2" (9.0)

2" (16.0)

2 1/2" (26.0) 2 1/2"VTR

2" (10.0)

2" (10.0)

2" (3.0)

2" (3.0)

1 1/2" (1.0)

2" (7.0)

2" (6.0)

1 1/2" (1.0)

3"

2" (5.0)

2" (9.0)

1 1/2" (1.0)

2" (3.0)

2" (3.0)

1 1/2" (1.0)

2" (6.0)

1 1/2" (0.0)

1 1/2" (1.0)

1 1/2" (1.0)

2" (6.0)

2" (5.0)1 1/2" (0.0)

2" (3.0)1 1/2" (2.0)

2" (6.0)

2" (18.0)2" (18.0)

2" (14.0)

2" (14.0)

2" (5.0)

2" (5.0)

2" (3.0)2" (0.0)

2"V (5.0)

2" (9.0)

2" (3.0)

2" (6.0)

2" (3.0)

1 1/2" (1.0)

1 1/2" (2.0)1 1/2" (0.0)

1 1/2" (2.0)

1 1/2" (2.0)

2" (3.0)

2" (3.0)

2" (6.0)

2" (3.0)

1 1/2" (4.0)

1 1/2" (2.0)

1 1/2"

1 1/2" (2.0)

1 1/2"

1 1/2" (2.0)

1 1/2" (2.0)

1 1/2" (2.0)

2 1/2" (26.0)

1 1/2" (2.0)

1 1/2" (1.0)2" (4.0)

1 1/2" (2.0)

1 1/2" (2.0)

2" (7.0)

2" (7.0)

K

K

K

K

K

KK

K

K

V

V

V

V

V

V

V

V V

V

V

V

V

V

V

V

V

V

V

VV

V

V

LOW PROFILE SIDE WALL VENT TERMINATION.

U

2"VTR

1 1/2" (2.0)

1 1/2" (2.0)

4" (41.0)

4" (41.0)

4" (41.0)

SAMPLING PORT

4" (0.0)

4" (1.0)

3" (3.0)

4" (36.0)

4" (28.0)

V

2 1/2" (27.0)

2" (5.0)

V

1 1/2" (2.0)2" (5.0)

4" (19.0)

1 1/2" (2.0)

2" (3.0)2" (0.0)

2" (5.0)

K

2" (2.0)3" (3.0)


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

P1.80

XXXXX

BID & PERMIT

XX-XX-XX

WASTE & VENTRISER DIAGRAM

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

NOT TO SCALE1

WASTE & VENT RISER DIAGRAM

REVISIONS


RT

1

RT

2

AUTOMATIC GAS S.O.V. TO BE INTERLOCKED WITH FIRE SUPPRESSION SYSTEM PROVIDED BY G.C. INSTALLED BY P.C.

TOTAL DEVELOPED LENGTH 100 FT. TOTAL 1,922MBH, 2 PSI GAS METER & PRESSURE REGULATOR BY GAS COMPANY.

GAS METER

SHUT-OFF VALVE

MG

(150MBH)

(150MBH)

MG

MG

MG

MG

MG

MG

MG

MGMG

MG

MG

MG

WH

PRV

PRV

PRV

PRV

PRV

PRV

PRV

PRV

PRV

PRV

P048

P065E

P065E

P065D

P066D

P054

P032

(300MBH)

(300MBH)

(250MBH)

(250MBH)

(35MBH)

(128MBH)

(160MBH)

(199MBH)

3/4"(150MBH)

3/4"(150MBH)

3/4"(150MBH)3/4"(150MBH)

3/4"(150MBH)

3/4"(150MBH)

3/4"(150MBH)

1 1/4"(1,423MBH)

1 1/4"(1,573MBH)

1 1/4"(1,922MBH)

1 1/4"(1,573MBH)

3/4"(349MBH)1 1/4"(1,922MBH)

1 1/4"(1,922MBH)

1 1/4"(1,922MBH)

3/4"(199MBH)

3/4"(199MBH)

3/4"(199MBH)

1 1/4"(1,423MBH)

1 1/4"(1,263MBH)

3/4"(160MBH)

3/4"(160MBH)3/4"(160MBH)

3/4"(160MBH)

3/4"(160MBH)

3/4"(160MBH)

1 1/4"(1,263MBH)

3/4"(163MBH)

3/4"(128MBH)

3/4"(128MBH)

3/4"(35MBH)

3/4"(0MBH)

1 1/4"(1,100MBH)

1"(850MBH)

3/4"(250MBH)

1"(600MBH)

3/4"(250MBH)

3/4"(300MBH)

3/4"(300MBH)3/4"(0MBH)

3/4"(300MBH)

MG

MG

3/4"(150MBH)

3/4"(349MBH)


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

P1.90

XXXXX

BID & PERMIT

XX-XX-XX

GAS RISERDIAGRAM

EL P

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95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

MAXIMUM DELIVERY CAPACITY OF ONETHOUSAND BTUS OF GAS PER HOUR OF IPSPIPE CARRYING NATURAL GAS OF 0.60SPECIFIC GRAVITY BASED ON PRESSUREDROP OF 1.5 PSI

TDL = 100 FT.

2 PSI NATURAL GAS SIZING GAS PIPINGSYSTEM

PIPE SIZE MBH

1/2" 320

3/4" 669

1" 1,261

1 1/4" 2,588

1 1/2" 3,878

2" 7,469

2 1/2" 11,904

3" 21,044

NOT TO SCALE1

GAS RISER DIAGRAM

REVISIONS


2424

2436

W/H

S2442

F

S2424

2424

2424

S2448

S2448

S2448

2436

G

A-0

03

9

7

8 8 8

SCR

EEN

FO

RPA

TIO

LOT

LIN

E

LOT

LIN

E

LOT

LIN

E

EXIS

TIN

GW

ALK

6

5

55

55

5

EXIS

TIN

G P

ARKI

NG

AN

DIS

LAN

DS

TO R

EMAI

N

EXIS

TIN

G P

ARKI

NG

AN

DIS

LAN

DS

TO R

EMAI

N

AREA

OF

PAD

TO

BE M

OD

IFIE

D

LOT

LIN

E

TRASH

PATI

O97

4 SF

9

EXIT

ON

LY

DRIVE

THRU

24'

20'

J

J

J

J

A-19

LF-12

A-19

LF-13

A-19

LF-12

A-19

LF-12 A-19

LF-14

A-19

LF-14

A-19

LF-14

A-19

LF-17

A-19

LF-17

A-19

LF-14

LF-16LF-16

A-19

LF-12A-19

LF-13

A-19

LF-13

A-19

LF-13

S1

1

2 3 4

5

D.1D

C

BA

WP

WP

WP

- 33A1

2

2

3- 35A

WP

PANEL MS

4

A-19

LF-14

5

LF-15 LF-15

LF-16LF-16

LF-15LF-16

LF-16

LF-15

LF-16

LF-15

LF-16

LF-15LF-16

LF-16

LF-15

LF-16

LF-16

LF-16LF-16

S1S1

#10

EXISTING DEVELOPMENT SITE LIGHTING

EXISTING POLE LIGHT

PROPOSED TELEPHONE PEDISTAL

UTILITY XFMR

PROPOSED NEW PRIMARY DROP AND TRANSFOMER

S1- 23A



LF-15

EXISTING SITE LIGHTING LAYOUT SUBMITTED, APPROVED AND

CONSTRUCTION IS TO REMAIN.

LIGHTING SHOWN FOR EXITING UNLIT PORTION OF SITE. PLEASE ALSO REFER TO APPROVED SITE

LIGHTING FROM PREVIOUS DEVELOPER'S SUBMITTAL.

- 31A




LIGHT FIXTURE SCHEDULE NOTES

1. FURNISH WITH HUBBELL OUTDOOR LIGHTING SSS-H-16-40-B-1-S2-DB-UL POLE. FULL CUT OFF FIXTURE.

(PIE

R H

EIG

HT

ABO

VE

SOIL

)

h1 =

2'-0

" @ [p

arki

ng lo

t] &

0'-6

" @ [s

ide

wal

k]

(PIE

R E

MB E

DM

ENT)

L =

5'-0

"

LIGHT POLE

POLE GROUND LUG

HAND HOLE

BOLT COVER

POLE BASE

1 1/2" CHAMFER

ANCHOR BOLTS (4 THUS.)

GRADE

(6) #5 VERTICAL REBARS

#3 REBAR TIES AT 10" O.C.

POWER CONDUIT

GROUND CONDUIT

#8 GROUND IN 3/4" PVC

THERMOWELD TO 5/8" X 6'-0" GROUND ROD2" CLR

3" C

LR

11" DIA.

BASE

BASE

(4) 3/4" DIA. CAST-IN-PLACE HOOK ANCHOR BOLTS (ASTM F1554-55) [PROJECTION =3 1/2", LENGTH = 30", HOOK LENGTH = 3"]

NOTE: 1. CONCRETE TO BE 2500 PSI COMPRESSIVE STRENGTH @ 28 DAYS.2. CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.55.3. CONCRETE SHALL BE NORMAL WEIGHT AND BE AIR ENTRAINED WITH 6% (+/-) 1.5% ENTRAINED AIR BY VOLUME @ POINT OF DISCHARGE.

ANCHOR BOLT PLAN

POLE BASE DETAIL

ANCHOR BOLT PLAN

PRO

JEC

TIO

N

LEN

GTH

HOOK LENGTH

1'-6"


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

E0.10

XXXXX

BID & PERMIT

XX-XX-XX

SITE ELECTRICALPLAN

EL P

OLL

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O29

95 P

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TOTY

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ESS

CIT

Y, S

TATE

, ZIP

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DE

ELECTRICAL PLAN NOTES

1 PROVIDE J-BOX FOR MENU BOARD. PROVIDE 2#10, #10G, 1/2"C. COORDINATEEXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGSAND APPROVED SIGN VENDOR SHOP DRAWINGS. CIRCUIT VIA LIGHTINGCONTROLS. RE: E2.0/LIGHTING CONTROL DIAGRAM.

2 PROVIDE J-BOX FOR DIRECTIONAL SIGNAGE. PROVIDE 2#10, #10G, 1/2"C.COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECTURALDRAWINGS AND APPROVED SIGN VENDOR SHOP DRAWINGS. CIRCUIT VIALIGHTING CONTROLS. RE: E2.0/LIGHTING CONTROL DIAGRAM.

3 PROVIDE J-BOX FOR PRE-ORDER MENU BOARD. PROVIDE 2#10, #10G, 1/2"C.COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECTURALDRAWINGS AND APPROVED SIGN VENDOR SHOP DRAWINGS. CIRCUIT VIALIGHTING CONTROLS. RE: E2.0/LIGHTING CONTROL DIAGRAM.

4 UNDERGROUND ELECTRICAL SERVICE FROM UTILITY TRANSFORMER. REFER TOCIVIL SHEETS FOR LOCATION AND ROUTING. REFER TO RISER, SHEET E5.0 FORADDITIONAL INFORMATION. VERIFY AND COORDINATE ALL REQUIREMENTS WITHUTILITY BEFORE BEGINNING WORK.

5 UNDERGROUND TELEPHONE SERVICE. PROVIDE (2) 4" CONDUITS ASCOORDINATED WITH LOCAL UTILITY COMPANY. REFER TO CIVIL SHEETS FOREXACT LOCATION AND ROUTING. VERIFY AND COORDINATE ALL REQUIREMENTSWITH UTILITY BEFORE BEGINNING WORK.

1/16" = 1'-0"1

SITE PLAN - ELECTRICAL

LIGHT FIXTURE SCHEDULE SITE LIGHTING

FXT.LTR. MANUFACTURER CAT. NO. FIXTURE DESCRIPTION

LAMP

MOUNTING REMARKSNO. WATTS TYPE

LF-12 CONTECH CYL6227KMVDUDXMCLR-B EXTERIOR - DECORATIVE SCONCE - UP AND DOWN LIGHT - BLACK 1 28 LED SCONCE - PER ARCH 2700K, 460 LUMEN, WET LOCATION

LF-13 CONTECH CYL6-2-27K-MVD-W-X-M-CLR-B EXTERIOR - DECORATIVE SCONCE - BLACK 1 14 LED SCONCE - PER ARCH 2700K, WET LOCATION

LF-14 JUNO S313L2-2K-WFL-BLK EXTERIOR - DOWNLIGHT AT ARTWORK - ALUMINUM BRONZE 1 18 LED WALL WASH 2700K, 500 LUMENS

LF-15 ECOSENSE WSH-M-27-120IC-BK-11/WSH-M-LSD-80 EXTERIOR - GRAZING SYSTEM AIMED UP AT WALL 1 50 LED SURFACE 2700K, 80 DEGREE ANGLE

LF-16 COUCH & PHILIPPI C&P DOWNLIGHT EXTERIOR - RECESSED LED LENSED CAN LIGHT - BLACK 1 10.5 LED RECESSED TO BE COORDINATED WITH AWNING VENDOR

LF-17 RAB WPLED52Y EXTERIOR - WALL PACK - BRONZE 1 52 LED SURFACE REPLACE EXISTING IF REQUIRED

S1 HUBBELL ASL-16L-4K-210-3-TYPE III SITE LIGHTING - MEDIUM SIZE 16 LED CONFIGURATION - DARK BRONZE - SSS-H SERIES POLES 1 123 LED POLE MOUNT 16' 120-277V, 4000K, 11153 LUMENS, NOTE 1

ALL LIGHT FIXTURES, EXCEPT SITE LIGHTING, TO BE FURNISHED BY OWNER, COORDINATE AS REQUIRED WITH ANDY BRUBAKER WITH CS ILLUMINATION [email protected]

FIXTURES LF-15 & LF-16 TO BE FURNISHED WITH AWNING/CANOPY WIRED BY ELECTRICAL CONTRACTOR. SUPPLIED AND INSTALLED BY CANOPY VENDOR.

REVISIONS


D

J

DS

OS

TC

TS

M

LIGHT FIXTURE AND DESIGNATION. REFER TO LIGHT FIXTURE SCHEDULE FOR CHARACTERISTICS. LOWER CASE LETTER INDICATES SWITCHING.

DUPLEX RECEPTACLE. PROVIDE COMMERCIAL SPECIFICATION GRADE, GRAY, GROUNDING, THREE-WIRE TYPE WITH PARALLEL SLOTS RATED AT 20A, 120V. PASS AND SEYMOUR OR APPROVED EQUAL. PROVIDE PRESSED PLATED STEEL IN UNFINISHED AREAS. MOUNT AT 18"AFF UNLESS NOTED OTHERWISE. `GFI' DENOTES GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES. `U' DENOTES COMBINATION USB CHARGER/RECEPTACLE SIMILAR TO NEWER TECHNOLOGY #NWTPWR2U15ATRW RECEPTACLE WITH TWO 2.5A USB PORTS COMPATABLE WITH USB 1.1/2.0/3.0 DEVICES:

a. OUTLETS TO BE GREY W/ STAINLESS STEEL COVERS, WHERE ADJACENT SURFACE IS STAINLESS STEEL.

b. OUTLETS TO BE WHITE, W/ STAINLESS STEEL COVERS, WHERE ADJACENT SURFACE IS IVORY/WHITE.

SPECIAL RECEPTACLE. PROVIDE RECEPTACLE WITH CONFIGURATION AS COORDINATED WITH EQUIPMENT AND MOUNT AS NOTED.

SINGLE POLE SWITCH AT 48"AFF OR AS NOTED. PROVIDE COMMERCIAL SPECIFICATION GRADE, QUIET TYPE, GRAY, FLUSH TOGGLE SWITCHES RATED FOR 20A, 120V PASS & SEYMOUR OR APPROVED EQUAL. PROVIDE STAINLESS STEEL DEVICE PLATES IN FINISHED AREAS, PRESSED PLATED STEEL IN UNFINISHED AREAS. WHERE MULTIPLE SWITCHES ARE INDICATED, INSTALL SINGLE COVERPLATE.

MOTOR RATED SWITCH.

TELEPHONE OUTLET 48"AFF. PROVIDE OUTLET BOXES WITH SINGLE GANG FRONT FLANGE & STAINLESS STEEL DEVICE PLATE WITH PHONE RECEPTACLE AS REQUIRED BY EQUIPMENT INSTALLER. PROVIDE 3/4" CONDUIT FROM OUTLET BOX TO ACCESSIBLE CEILING SPACE AND TERMINATE WITH BUSHING.

JUNCTION OR PULL BOXES. PROVIDE CODE GAUGE GALVANIZED STEEL BOXES WITH SCREWED OR BOLTED METAL COVERS.

COMBINATION EXIT/EMERGENCY LIGHT. REFER TO LIGHT FIXTURE SCHEDULE FOR CHARACTERISTICS.

EMERGENCY LIGHT. REFER TO LIGHT FIXTURE SCHEDULE FOR CHARACTERISTICS.

2" X 4" DATA BOX 18"AFF OR AS NOTED. WITH 3/4' CONDUIT STUBBED OUT ABOVE ACCESSIBLE CEILING SPACE. RE: E04.00/1 FOR ADDITIONAL INFORMATION.

OCCUPANCY SENSOR MODEL PW-200-W BY WATTSTOPPER OR EQUAL.

TIME CLOCK:TC-1 TO BE: INTERMATIC T101 OR APPROVED EQUAL.

TIMESWITCH:TS-1 TO BE: INTERMATIC MODEL ET70415CR OR APPROVED EQUAL.

DAYLIGHT SENSOR LUTRON RADIO POWR SAVR OR APPROVED EQUAL.

EXISTING TENANT PANEL. REFER TO PANEL SCHEDULE FOR NEW CIRCUIT BREAKER CHARACTERISTICS. NEW BREAKERS IN EXISTING PANELS SHALL HAVE INTERUPTING CAPACITITES NOT LESS THAN THE EXISTING BREAKERS TO REMAIN.

DENOTES ISOLATED GROUND RECEPTACLE

U

DENOTES COMBINATION USB CHARGER/ RECEPTACLE

ELECTRICAL SYMBOLS (SYMBOL SPEC)1. MAXIMUM SHORT CIRCUIT AVAILABLE AT THE MAIN SWITCHBOARD IS _42,000___________ AMPS SYMMETRICAL.

2. MAIN SWITCHBOARD SHALL HAVE A MINIMUM BUS BRACING OF 65KAIC

3. MAIN DISCONNECT SHALL BE PADLOCKABLE IN THE "OFF" POSITION.

4. UNLESS OTHERWISE NOTED, ALL FUSES SHALL BE CURRENT LIMITING CLASS RK1 EQUAL TO BUSS KTN-R FOR 250V DISCONNECT SWITCHES AND BUSS KTS-R FOR 480V DISCONNECT SWITCHES.

5. UNLESS OTHERWISE NOTED, ALL FUSES FOR THE PROTECTION OF MOTOR CIRCUITS SHALL BE DUAL-ELEMENT (TIME DELAY) CLASS RK5 EQUAL TO BUSS FRN-R FUSETRON FUSES FOR 250V AND BUSS FRS-R FUSES FOR 480V.

6. ALL CIRCUIT BREAKERS SHALL HAVE A MINIMUM 10,000 A.I.C. UNLESS NOTED OTHERWISE.

7. ALL FEEDER LENGTHS SHOWN ARE FOR VOLTAGE DROP CALCULATIONS ONLY. ELECTRICAL CONTRACTOR SHALL DETERMINE EXACT FEEDER LENGTH FOR HIS BID.

8. ALL SPLICES AND TERMINATIONS FOR ALUMINUM CONDUCTORS SHALL BE MADE WITH APPROVED HIGH PRESSURE TYPE FITTINGS. TERMINATION AT DEVICES WITH LUGS AS AN INTEGRAL PART OF DEVICE SHALL HAVE COPPER PIGTAILS TO ALUMINUM CONDUCTORS. THOROUGHLY COAT ALL ALUMINUM TERMINATIONS WITH APPROVED OXIDATION INHIBITOR.

9. PROVIDE A METAL CABINET AND SET OF SPARE FUSES FOR EACH SIZE AND TYPE SHOWN ON THE SINGLE LINE DIAGRAM. CABINET SHALL HAVE HINGED DOOR AND NAMEPLATE "SPARE FUSES".

10. ALL SECTIONS OF THE MAIN SWITCHBOARD SHALL BE EQUIPPED WITH MICARTA NAMEPLATES INDICATING: "CAUTION-INSTALL CURRENT LIMITING FUSES AS ORIGINALLY INSTALLED".

11. THE DISCONNECTING MEANS FOR THE F.A. CONTROL PANEL SHALL BE 10' MIN. AND 25' MAX. AWAY FROM SERVICE MAIN DISCONNECT.

12. PROVIDE CARD HOLDERS ON INSIDE OF DOORS OF PANELBOARDS FOR INDEX CARDS.

13. PROVIDE TWO (2) KEYS WITH EACH PANELBOARD.

14. SPACES IN PANELBOARDS SHALL BE FULLY BUSSED TO ACCEPT FUTURE CIRCUIT BREAKERS.

15. TOP AND BOTTOM GUTTERS SHALL BE MINIMUM 6" HIGH. PROVIDE 12" GUTTER WHERE DOUBLE LUGS ARE REQUIRED.

16. SUBMIT MAIN SWITCHBOARD SHOP DRAWINGS TO THE UTILITY COMPANY FOR THEIR REVIEW AND APPROVAL.

17. ALL PULL BOXES SIZES SMALL BE PER UTILITY CO.'S REQUIREMENTS.

18. WHERE CIRCUIT BREAKERS SUPPLY POWER TO FIXTURES, MOTORS, AND SIGNAL SYSTEMS, THE BREAKERS SHALL BE FURNISHED WITH LOCKING FACILITIES SO THAT EACH INDIVIDUAL BREAKER CAN BE LOCKED OFF WITH A PADLOCK.

19. ALL CIRCUIT BREAKERS USED TO CONTROL LIGHTING FIXTURES SHALL BE U.L. LISTED FOR SWITCHING DUTY, 'SWD'.

20. A. CONTRACTOR SHALL PROVIDE A "UFER GROUND" FOR SERVICE GROUNDING SYSTEM WHICH SHALL CONSIST OF, BUT NOT LIMITED TO:

1. 20' LENGTH OR MORE OF A COPPER CONDUCTOR (SIZED PER N.E.C. 2005. SEC.#250-52A)(3) LOCATED BELOW THE VAPOR BARRIER AND ABOUT 3" ABOVE THE BASE OF CONCRETE FOOTING. MINIMUM NO. 2 BARE COPPER CONDUCTOR ENCASES IN MINIMUM 2" OF CONCRETE. 2. ACCESSIBLE AND APPROVED GROUND CLAMPS. 3. BONDING OF COPPER CONDUCTOR TO INTERIOR METALLIC COLD WATER PIPING SYSTEM. 4. BONDING JUMPER OR SCREWS FOR NEUTRAL TERMINAL IN MAIN SWITCHBOARD, IF INSTALLED FROM THE CAN.

PROVIDE ALL REQUIRED COMPONENTS FOR A COMPLETE "UFER GROUND SYSTEM" AS APPROVED BY LOCAL INSPECTOR AND REGULATIONS, OR

B. COLD WATER PIPE GROUNDING METHOD, IF USED, SHALL BE SUPPLEMENTED BY AN ADDITIONAL GROUNDING ELECTRODE AS INDICATED BY SECTION 250-53(D). SUPPLEMENTAL ELECTRODE SHALL BE 5/8" DIAMETER X 10 FEET DRIVEN COPPER GROUND ROD BONDED TO WATER MAIN BY CONDUCTOR SIZED THE SAME AS THE SERVICE GROUND CONDUCTOR.

21. BUSES IN PANEL BOARDS, SWITCHBOARDS, SERVICES ETC., FEEDERS AND BRANCH CIRCUIT CONDUCTORS SHALL BE ALUMINUM. INSTALL NYLON PULL WIRE IN EACH SPARE CONDUIT.

22. TEMPERATURE RATING OF ALL CONDUCTOR TERMINALS SHALL BE 75 DEGREE CELSIUS.

23. FOR SWITCHBOARDS, PANELBOARDS AND EQUIPMENT CONTAINING BREAKERS, SWITCHES AND CONDUCTOR TERMINATIONS SHALL BE LISTED FOR 75 DEGREE TERMINATION WITH ALUMINUM SERVICE FEEDERS.

24. HORIZONTAL PORTION OF CONDUIT EXPOSED ON THE ROOF AND FEEDING EQUIPMENT SHALL NOT BE MORE THAN 5' UNLESS THE WRITTEN APPROVAL FROM ARCHITECT OR ENGINEER IS OBTAINED.

ELECTRICAL NOTES:

1. THE GENERAL CONDITIONS AND THE ELECTRICAL SECTION OF SPECIFICATIONS SHALL APPLY TO THIS PORTION OF WORK, IN ADDITION TO ELECTRICAL NOTES AND GENERAL NOTES STATED HEREIN.

2. REFER TO ALL THE DRAWINGS AND VISIT SITE IN ORDER TO COORINATE THE ELECTRICAL WORK WITH OTHER WORK ON THE PREMISES AND WITH FIELD CONDITIONS. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THE ELECTRICAL DRAWINGS IN THE REPRESENTATION OF THE GENERAL CONSTRUCTION WORK OF THESE TRADES. REFER TO REFLECTED CEILING PLANS FOR FIXTURE LOCATION AND TO EQUIPMENT SUPPLIER DRAWINGS FOR OUTLET LOCATION.

3. WHERE THE WORK AFFECTS THE OPERATION OF EXISTING FACILITIES INCLUDE ANY PREMIUM COSTS REQUIRED TO AVOID SHUT-DOWN OF FACILITIES DURING NORMAL OPERATION.

4. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, TRANSPORTATION, AND SERVICE REQUIRED FOR A COMPLETE AND OPERATIVE ELECTRICAL SYSTEM AS INDICATED ON DRAWINGS OF SPECIFIED.

SCOPE:

THE WORK SHALL INCLUDE: A. PROVISION OF ELECTRICAL AND TELEPHONE SERVICE. B. LIGHTING AND POWER SYSTEM. C. LIGHTING FIXTURES, LAMPS, OUTLETS, DEVICES. D. WIRING FOR HVAC. AND PLUMBING, INCLUDING CONTROLS AND CONTROL WIRING PER MECH. DRAWING. E. TELEPHONE CONDUITS AND OUTLETS. F. SHOP DRAWINGS, WIRING DIAGRAMS, EQUIPMENT DATA. G. TESTING, CLEANING, ADJUSTING. H. METAL SUPPORTS, PLYWOOD BACKINGS. I. PERMITS, INSPECTIONS, FEES. J. TEMPORARY POWER AND LIGHT FOR ELECTRICAL WORK. K. RECORD "AS BUILT" DRAWINGS. L. PANELBOARDS, TRANSFORMERS, FEEDERS ETC. M. EMERGENCY LIGHTING. N. GROUNDING, BONDING. O. PULL WIRE IN ALL EMPTY CONDUITS. P. SERVICE & EQUIPMENT GROUNDING SYSTEM..

ALL LIGHT EMITTED FROM THE BUILDING AND PARKING LOT SHALL BE CONFINED TO THE PROPERTY.

l. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS AND THE EXACT NATURE AND EXTENT OF THE WORK TO BE DONE. TAKING INTO ACCOUNT ANY SPECIAL OR UNUSUAL FEATURES PECULIAR TO THIS JOB.

2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY ELECTRICAL PERMIT(S) PRIOR TO JOB START AND OBTAIN PROPER INSPECTION FROM DEPARTMENT OF BUILDING AND SAFETY.

3. ALL ELECTRICAL INSTALLATION SHALL COMPLY WITH THE APPLICABLE ELECTRICAL CODE AND ENERGY CONSERVATION AND OTHER APPLICABLE ORDINANCES AND STATUES.

4. OVERCURRENT PROTECTION AND DISCONNECTING MEANS FOR ALL MOTORS SHALL BE INSTALLED TO COMPLY WITH ELECTRICAL CODE AND EQUAL TO MOTOR H.P.

5. EXACT LOCATION OF ALL EQUIPMENT SHALL BE VERIFIED IN THE FIELD AND ROUTING OF CONDUITS SHALL SUIT FIELD CONDITIONS.

6. ALL ELECTRICAL EQUIPMENT OUTDOORS SHALL BE WEATHERPROOF AND LISTED FOR THE PURPOSE.

7. IT IS THE INTENT OF THESE DRAWINGS THAT THIS BE A COMPLETE ELECTRICAL JOB. ANY ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BIDDING THE JOB.

8. CONTACT POWER AND TELEPHONE CO. AND INSTALL SERVICES AS PER UTILITY CO. REQUIREMENTS. CONTRACTOR SHALL PAY ALL FEES AND INCLUDE THEM IN HIS/HER BID.

9. THE CONTRACTOR SHALL EXAMINE THE CONTRACT PLANS IN ORDER TO LOGICALLY LOCATE WORK IN COORDINATION WITH CONSTRUCTION SUCH AS CABINETS, BEAMS, FURRING, DOOR SWINGS E.T.C.

10. CONDUITS SHALL BE CLEAN OF WATER, DEBRIS, AND OTHER FOREIGN MATERIAL PRIOR TO PULLING CONDUCTORS.

11. CONDUITS WHICH ARE INSTALLED AT THIS TIME AND LEFT EMPTY FOR FUTURE USE, INCLUDING TELEPHONE AND INTERCOMMUNICATION SYSTEM, SHALL HAVE #12 GALVANIZED PULL WIRE LEFT IN PLACE FOR FUTURE USE.

12. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PHASING OF THE BRANCH CIRCUITS INSIDE PANELBOARD(S),

13. ALL PANELS SHALL HAVE HINGED AND LOCKABLE DOORS. INSTALL A TYPEWRITTEN DIRECTORY IN ALL PANELS.

14. ALL CONTROL WIRING FOR THE A/C AND HEATING SHALL BE OF 600V INSULATION. CABLE SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR.

15. ALL WIRING SHALL BE TYPE THHN OR THWN 600 VOLTS UNLESS NOTED OTHERWISE.

16. THERMOSTATS SHALL BE MOUNTED ON 4S x 1 1/2" DEEP J-BOX.

17. BOND ALL METALLIC GAS AND WATER PIPING FOR CONTINUITY PER N.E.C. PREVAILING EDITION.

18. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LTG. FIXTURE LOCATION.

19. CONDUITS ENTERING OR LEAVING FREEZER OR COOLER AREA SHALL BE PROVIDED WITH SEAL.

20. CONTRACTOR SHALL CONSULT WITH ARCHITECT AND KITCHEN SUPPLIER FOR EXACT LOCATIONS OF EQUIPMENTS PRIOR TO ROUGH-IN AND COORDINATE LOCATION OF OUTLETS AND SWITCHES WITH OTHER TRADES.

21. ROOF ACCESS IS PROVIDED. SEE ARCHITECTURAL PLAN.

22. CHECK WITH MECHANICAL FOR ACTUAL NO. OF CONTROL WIRE TO A/C UNIT AND TIMECLOCK. CONTRACTOR TO PROVIDE AND INSTALL TIMECLOCK AS REQUIRED BY MECHANICAL CONTRACTOR FOR A/C UNIT IN ACCORDANCE TO TITLE 24 PRIOR TO START OF WORK. ELECTRICAL CONTRACTOR SHALL VERIFY WITH A/C CONTRACTOR THE ELECTRICAL REQUIREMENTS FOR THE A/C AND HEATING SYSTEM. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY ELECTRICAL WORK TO MAKE A COMPLETE AND OPERABLE SYSTEM. PROVIDE 1/2" C.O. FROM EACH A/C UNIT TO THERMOSTAT.

23. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS ARE BASED ON COPPER CONDUCTOR RATING.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING PROPER TYPES OF TRIM FOR ALL RECESSED FIXTURES TO FIT CEILING.

25. ALL FIXTURES SHALL BE U.L. LISTED AND APPROVED FOR THE PURPOSE.

26. ACRYLIC LENS SHALL BE 100% PURE. VIRGIN ACRYLIC.

27. ALL LIGHTING FIXTURES SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

28. RECESSED FIXTURES IN FIRE RATED CEILING OR SUPPLY AIR PLENUMS SHALL BE APPROVED FOR THE FIRE RATING OF THE CEILING. PROVIDE AIR-TIGHT GASKETS TO SEAL AROUND OPENINGS.

29. FIXTURES IN LUMINOUS CEILINGS OR CEILING CAVITIES OR SOFFITS SHALL BE APPROVED FOR TYPE OF INSTALLATION.

30. FINISH OF TRIMS OF ALL RECESSED FIXTURES SHALL MATCH CEILING FINISH AS DIRECTED BY THE ARCHITECT.

31. VERIFY LETTER SIZE AND COLOR OF INTERNALLY ILLUMINATED EXIT SIGNS WITH LOCAL AUTHORITIES PRIOR TO SUBMITAL OF SHOP DRAWINGS.

32. RECESSED FIXTURES SHALL BE PRE-WIRED TO ATTACH J-BOX IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. FIXTURES SHALL BE APPROVED FOR MAXIMUM NUMBER OF WIRES GOING IN AND OUT OF THE FIXTURE AS SHOWN ON PLANS.

33. CONTRACTOR SHALL VERIFY THE TYPE OF CEILING BEFORE ORDERING ANY FIXTURES. HE IS FULLY RESPONSIBLE TO PROVIDE ALL MOUNTING BRACKETS, CEILING CONDITIONS, AT NO EXTRA CHARGE TO THE OWNER.

34. PROVIDE GROUNDING CONDUCTOR FOR FLEXIBLE METALLIC CONDUIT SUPPLIED BY OVER 20A O.C.P. OR OVER 6 FT. IN LENGTH PER SECT. 250-118(6).

35. ALL OUTLET BOXES MUST BE SIZE PER CODE SECT. 370-6 AND 370-18. MINIMUM SIZE TO BE 4" TRADE SIZE.

36. ALL CONDUITS SHALL BE RUN CONCEALED UNLESS NOTED OTHERWISE.

37. FROM EACH PANELBOARD RECESSED IN WALLS, STUB TWO 3/4 " CONDUITS INTO ACCESSIBLE CEILING SPACE FOR FUTURE USE. LABEL 'SPARE'.

38. TERMINATE ALL TELEPHONE HOME-RUNS AT TELEPHONE BACKBOARD.

39. STEMS OF PENDANT MOUNTED FIXTURES SHALL BE APPROVED BY APPLICABLE CODES OR UL LISTED.

40. INSTALL NYLON PULL WIRE IN EACH CONDUIT, SPECIFIED AS "CONDUIT ONLY".

41. ELECTRICAL CONTRACTOR SHALL VERIFY WITH OTHER TRADES ALL ELECTRICAL CHARACTERISTICS OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. CONTRACTOR SHALL VERIFY VOLTAGE, PHASE AND HORSEPOWER, AND SHALL NOTIFY ENGINEER OF ANY DISCREPENCIES PRIOR TO START OF WORK.

42. ELECTRICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL ELECTRICAL EQUIPMENT, INCLUDING EQUIPMENT SUPPLIED BY OTHER TRADES PRIOR TO ORDERING OF EQUIPMENT. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED ONLY AFTER SHOP DRAWINGS ARE REVIEWED.

GENERAL NOTES:

1. FIXTURE CATALOG NUMBERS ARE INDICATED FOR GUIDANCE PURPOSES. ALL WRITTEN DESCRIPTION IN SPECIFICATIONS AND ON DRAWING SHALL APPLY.

2. ALL ADJUSTABLE FIXTURES SHALL BE AIMED AND ADJUSTED DURING EVENING HOURS TO THE SATISFACTION OF THE ARCHITECT.

3. ALL RECESSED FIXTURES SHALL BE COMPATIBLE WITH THE FINISH CEILING SYSTEM.

4. RECESSED INCANDESCENT FIXTURES SHALL BE PRE-WIRED TO ATTACHED JUNCTION BOX IN ACCORDANCE TO LOCAL CODE REQUIREMENTS.

5. ALL SUSPENDED FIXTURES SHALL BE STEM MOUNTED UNLESS SPECIFICALLY CALLED FOR AS CHAIN MOUNTED. SEE SPECIFICATION FOR REQUIREMENTS.

6. FIXTURES INSTALLED IN WET LOCATION SHALL BE MARKED "SUITABLE FOR WET LOCATIONS".

7. FIXTURES INSTALLED IN LUMINOUS CEILING SHALL BE APPROVED FOR THAT PURPOSE.

8. VERIFY LETTER SIZE AND COLOR OF INTERNALLY ILLUMINATED EXIT SIGN WITH LOCAL

MULTIWIRE BRANCH CIRCUITS SHALL COMPLY WITH 2011 NEC 210.4(B)

NOTES:

- ALL WORK TO COMPLY WITH THE CURRENT EDITION OF THE NEC (NFPA 70).

- THERMOSTATS AND SWITCHES INSTALLED IN AREAS EQUIPPED FOR THE DISABLED SHALL BE LOCATED AT NOT MORE THAT 48" TO TOP OF BOX FROM THE FLOOR. THE BOTTOM OF BOX FOR RECEPTACLES SHALL BE NO MORE THAN 48" OR LOWER THAN 15" TO BOTTOM OF BOX. PER A.D.A.

- ALL PANELS SHALL BE SERIES RATED AND PROPERLY IDENTIFIED PER SECTION 110-22 NEC.

- ALL ELECTRICAL DEVICES AND UTILIZATION EQUIPMENT SHALL BE LISTED BY AN APPROVED TESTING AGENCY.

NOTES - FIXTURE LIST:


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

E1.00

XXXXX

BID & PERMIT

XX-XX-XX

NOTES ANDSYMBOL LIST

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REVISIONS


OS

OS

OS

OSTC

J

J

J J J

J

J

J

J J

J

J

J

LED STRIP LIGHT, SEELIGHTING SPEC

A-9a

LD2

FIXTURE TYPE

PANEL SECTION

CIRCUIT

SWITCH

LIGHTING INTENSITY SHALL BE AS FOLLOWS:1. AT LEAST TEN (10) FOOT CANDLES (ONE HUNDRED EIGHT LUX) AT A DISTANCE OF THIRTY INCHES (SEVENTY FIVE CENTIMETERS) ABOVE THEFLOOR, IN WALK-IN REFRIGERATION UNITS AND DRY FOOD STORAGE AREAS AND IN OTHER AREAS AND ROOMS DURING PERIODS OF CLEANING.

2. AT LEAST TWENTY (20) FOOT CANDELS (TWO HUNDRED FIFTEEN LUX):a. AT A SURFACE WHERE FOOD IS PROVIDED FOR CONSUMER SELF-SERVICE SUCH AS BUFFETS AND SALAD BARS OR WHERE FRESH PRODUCE OR PACKAGED FOODS ARE SOLD OR OFFERED FOR CONSUMPTION;b. INSIDE EQUIPMENT SUCH AS REACH-IN AND UNDER-COUNTER REFRIGERATORS;c. AT A DISTANCE OF THIRTY INCHES (SEVENTY FIVE CENTIMETERS) ABOVE THE FLOOR IN TOILET ROOMS AND IN AREAS USED FOR HANDWASHING WAREWASHING, EQUIPMENT STORAGE, OR UTENSIL STORAGE;

3. AT LEAST FIFTY FOOT CANDLES (FIVE HUNDRED FOURTY LUX) AT A SURACE WHERE A FOOD EMPLOYEE IS WORKING WITH FOOD, UTENSILS, OREQUIPMENT SUCH AS KNIVES, SLICERS, GRINDERS, OR SAWS WHERE EMPLOYEE SAFETY IS A FACTOR. (THIS INCLUDES ANY AREAS WHERE EMPLOYEES ARE WORKING WITH FOOD AND ABOVE ICE MACHINES.)

LIGHT FIXTURES LOCATED OVER UNCOVERED EQUIPMENT MUST HAVE SHATTERPROOF BULBS AND/OR LENS COVERS.

PROVIDE SUPPORT FOR ALL LIGHT FIXTURES PER N.E.C.

A-19

LF-13

A-19

LF-13

A-19

LF-13

A-19

LF-13

A-9b

LF-1

A-9b

LF-1

A-9b

LF-1

A-9b

LF-1

A-9b

LF-1

A-3

EM1

A-1

LF-3

A-1a

LF-3

A-1a

LF-3

A-1a

LF-3

A-3

LF-3

A-1a

LF-3 A-1a

LF-3

A-1

LF-3

A-1

LF-3

A-1a

LF-3

A-3

EM1

A-5

LF-19

A-19

LF-17

A-19

LF-17

A-19

LF-14

A-19

LF-14

A-19

LF-14

A-19

LF-14

A-19

LF-16

A-19

LF-16

A-19

LF-12A-19

LF-12

A-19

LF-12

A-19

LF-12

A-3

EM1

A-3

EX1

A-1a

LF-3

A-1

LF-3

A-1a

LF-3

A-3a

LF-3

A-1a

LF-3

A-3

EX1

A-19

LF-14

1

LF-20

LF-20 22

EM2

EM2

EM2

A-7e

LF-2

A-19

LF-15

A-19

LF-15

A-19

LF-15

A-19

LF-15

A-19

LF-16

A-19

LF-16

A-19

LF-15

A-19

LF-15

A-19

LF-16

A-19

LF-16

A-19

LF-15

A-19

LF-15

A-19

LF-16

A-19

LF-16A-19

LF-16

A-19

LF-16

A-19

LF-15

- 19A

A-19

LF-16

A-19

LF-16

3

A-19

LF-15

44

55

A-3

EM1LF-20

2

67

5

A-3

EX1

A-3

EM1

A-3

EM1

A-3

EM1

A-3

EM1

A-3

EM1

5

5

5

55

5

A-3

EM1

A-7g

LF-2

A-7g

LF-2

A-7j

LF-7

A-7g

LF-2

A-7d

LF-6

A-7g

LF-2

8

A-9c

LF-11B

A-7e

LF-2

A-7e

LF-2

A-9c

LF-11A

A-9c

LF-11A

A-7d

LF-22

A-7d

LF-22

A-7d

LF-22

A-7d

LF-22

A-3

EM1

A-3

LF-2

A-3

EX1

NL

- 19A3

5

999

A-5

LF-21

A-5

LF-21

A-5

LF-21

99

5

A-3

EM1

A-3

EM1

A-9m

LF-8

A-9b

LF-1

A-7e

LF-2

A-3e

LF-2

A-9m

LF-8

A-7e

LF-2A-9b

LF-1

A-9b

LF-1

A-7e

LF-2

A-7e

LF-2

NL

- 19A

- 19A

A-9m

LF-8

A-9f

LF-10

A-9f

LF-10

A-9i

LF-5A

A-9i

LF-5A

A-9i

LF-5A

A-9i

LF-5A

A-9f

LF-10

A-9i

LF-5A

A-9i

LF-5A

A-9i

LF-5A

A-9i

LF-5A

A-9f

LF-10

A-7e

LF-2

A-7e

LF-2

A-7e

LF-2

- 19A

3

A-9b

LF-1

5

5

3

3

A-19

LF-17

A-7d

LF-22

A-9h

LF-9

A-9h

LF-9A-9h

LF-9

5

1. SEE SHEET E2 FOR LIGHTING CIRCUITS AND SWITCHING.

2. SEE FINISH SCHEDULE AND FINISH SPECIFICATION FOR INFORMATION ON CEILING MATERIALS.

3. SEE SHEET M1 FOR LOCATION AND SIZE OF HVAC EQUIPMENT.

4. CENTER EXIT SIGNS OVER DOOR OPENINGS AND CEILING FIXTURES IN GRID SPACES WHERE POSSIBLE.

5. WALK-IN COOLER FLUORESCENT LIGHTING PROVIDED & INSTALLED BY E.C.

6. SHATTER SHIELDS FOR ALL LIGHTS ABOVE FOOD PREP, WORK AND STORAGE AREAS SHALL BE PROVIDED.

7. PROVIDE A MIN. OF 12 AIR CHANGES PER HOUR VENTILATION TO ALL TOILETS,JANITOR CLOSETS W/ MOP SINKS, ANTEROOMS AND DRESSING ROOMS. IF MECHANICALLY EXHAUSTED, THE FAN IS TO BE ACTIVATED BY THE LIGHT SWITCH.

8. PROVIDE 100% MECHANICAL MAKE-UP AIR AND INTERLOCKING ELECTRICAL SWITCH.

9. ALL SWITCH PLATES TO BE STAINLESS STEEL

NOTES:

CEILING SUSPENSION SYSTEM & WIRES

SUSPENSION WIRES

CEILING MATERIAL

CEILING T-BAR

TYP. FOR EACH SIDE OF FIXTURE

ATTACH TO STRUCTURE TYP.

FIXTURE SUPPORT WIRES (DIAGONAL CORNERS)

12" OR 24"

5"

120 VAC FROM PANEL "A"

PC

LIGHTING CONTACTOR (SEE MATERIAL LIST): ASCO MODEL 917, OR APPROVED EQUAL WITH 120 VAC, 60HZ COIL, 20 AMP CONTACTS (QUANTITY AS SHOWN)

PHOTOCELL (SEE MATERIAL LIST) SHALL BE 120 VAC, 1800VA WITH INTEGRAL OFF TIME DELAY & NEMA TWISTLOCK BAE. ALR CAT #LM1000.

OUTDOOR LIGHTING BYPASS SWITCH. LOCATE IN COVER OF JF FOR LIGHTING CONTACTOR & PHOTOCELL . PROVIDE LABEL.

LC

(#3) 7 DAY TIME CLOCKTORK 24HR



DIRECTIONAL SIGNS

SPARE

EXT. MONUMENT SIGN

SPARE

EXT. MENU BD.

EXT. PREVIEW BD.

SPARE

SPARE

SPARE

SPARE

EXTERIOR LTS.

EXTERIOR LTS.

EXTERIOR LTS.

BUILDING WALL SIGNAGE



N.T.S.

A-29

A-33

A-35

A-19

A-21

A-23

A-37

A-39

A-41

A-31

T - DESIGNATES TOGGLE SWITCH

D1 - DESIGNATES 120V LINE VOLTAGE DIMMER. LUTRON NOVA/DIVA OR COMPATIBLE.

D2 - 0-10V DIMMING ONLY CONTROL. LUTRON NOVA/DIVA OR COMPATIBLE.

W - DIGITAL SWITCH WITH WIRELESS INPUT. LUTRON MAESTRO WIRELESS MRF2-8S-DV OR COMPATIBLE WITH DAYLIGHT SENSOR

COORDINATE AND VERIFY DIMMER SWITCH TYPES WITH LIGHT FIXTURES PRIOR TO ORDERING AND INSTALLING.

SET TIMERS

SITE LIGHTING: ON AT 5PM AND OFF AT 5AM

SIGNAGE: ON AT 5PM AND OFF AT 11PM

DRIVE-THRU EQUIPMENT: ON AT 10AM AND OFF AT 11PM


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

E1.10

XXXXX

BID & PERMIT

XX-XX-XX

LIGHTING PLAN

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LIGHT FIXTURE SCHEDULE

FXT.LTR. MANUFACTURER CAT. NO. FIXTURE DESCRIPTION

LAMP

MOUNTING REMARKSNO. WATTS TYPE

EM1 DUALITE EV4D-02L COMPACT FULLY REC. EMERGENCY FIXTURE W/BATTERY PACK INCLUDED CEILING OR WALL 90 MIN. BATTERY BACK-UP, WITH EM

EM2 DUALITE EV4-0-W/EVO OUTDOOR REMOTE BLACK REMOTE EMERGENCY HEAD 1 6 INCLUDED CEILING OR WALL MOUNT FIXTURE ABOVE ACCESSIBLE CEILING WITH WEATHERPROOF REMOTE EMERGENCY HEAD

EX1 ISOLITE EUN-EM-COLOR-1C LED EXIT - EDGE LIT INCLUDED CEILING OR WALL 90 MIN. BATTERY BACK-UP

LF-1 HALO H457TATE010 / EL406927 / TL402SNS LED GIMBAL ADJUSTABLE DOWNLIGHT - 4" 1 13 LED RECESSED 2700K

LF-2 HALO PD6-10-ED010-PDM6A-827-61V-C LED GIMABL ADJUSTABLE DOWNLIGHT - 6" 1 13 LED RECESSED 2700K, 1000 LUMENS

LF-3 METALUX 24GR-LD4-48-F1-UNV-L830-CD1-U RECESSED 2'X4' LED TROFFER 1 43 LED RECESSED 3000K, 4800 LUMENS

LF-5A WAC LIGHTING MO-808-X12-BK BLACK MR16 DISPLAY SPOT LIGHT W/12" EXTENSION 1 8 LED SURFACE 3000K, 475-525 LUMES, PROVIDE WAC REMOTE TRANSFORMER

LF-6 CORE LIGHTING ALU-SF-78-CL-LSM45-WW-PF-24/PSDM-24V LED ACCENT DECORATIVE STRIP LIGHTING 1 4/LF LED SURFACE 2700K, WARM WHITE, 300 LUMENS

LF-7 ECOSENSE L35-I-48-06-27-80-MULT-120 LINEAR SURFACE MENU BOARD LIGHTING 1 6 LED SURFACE 3000K, 500 LM/FT

LF-8 CURREY & COMPANY EARTHSHINE PENDANT 9782 22" DIAMETER WROUGHT IRON - BLACKENED STEEL 1 18.5 LED PENDANT - PER ARCH 2700K, 84" AFF - OVER CENTER OF TABLE, VERIFY

LF-9 ARCHIPELAGO LIGHTING SST-800 SINGLE PENDANTS BY SUNSET DESIGNS 8 10 LED PENDANT - PER ARCH 2200K, 300 LUMEN, 84" AFF

LF-10 CURREY & COMPANY TRUBINA PENDANT 9861 5" DIAMETER WROUGHT IRON - HIROSHI GRAY 1 9 LED PENDANT - PER ARCH 2700K, 800 LUMEN, 84" AFF - OVER CENTER OF TABLE, VERIFY

LF-11A VARALUZ MASQUERADE 149M01SG 5" DIAMETER - STATUE GARDEN 1 9 LED PENDANT - PER ARCH 2700K, 800 LUMEN, 84" AFF

LF-11B VARALUZ MASQUERADE 149P0ISG 9" DIAMETER - STATUE GARDEN 1 9 LED PENDANT - PER ARCH 2700K, 800 LUMEN, 80" AFF

LF-19 METALUX SSF-232-UNV-EB81 SURFACE MOUNTED STRIP LIGHT 2 32 F32T8 SPX35 SURFACE UNV, ELECTRONIC BALLAST

LF-20 COLUMBIA LXEM4-40ML-RA-EU EXTREME ENVIORNMENT LENSED AND GASKETED FIXTURE 1 47 LED RECESSED 3000K, 114 LUMENS/WATT

LF-21 HE WILLIAMS LT-22-L43-AF-DRV-120 RECESSED 2'X2' LED TROFFER 1 41 LED RECESSED 3000K, 4300 LUMENS

LF-22 CORE LIGHTING ALP80-CC-FR-LSM45-2700K-24V-REM-SM SURFACE MOUNTED 6' STRIP LIGHT 1 1.5/LF LED SURFACE 2700K, 24V, DIMMABLE

PLAN NOTES

1 PROVIDE 120V POWER FOR WALK-IN COOLER LIGHTS AND DOOR HEATER. COORDINATE INSTALLATIONWITH COOLER INSTALLER. PROVIDE APPROVED MATERIAL SEALANT IN CONDUIT AT COOLERPENATRATIONS PER NEC 300.7 TO PREVENT CIRCULATION OF WARM AIR TO THE COLDER SECTION.

2 LIGHTS IN COOLER PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR.

3 ELECTRICAL CONTRACTOR TO INSTALL J-BOX ON THE INSIDE OF THE EXTERIOR WALL ABOVE FINISHEDCEILING WITH 120V CIRCUIT INDICATED. LOCATE J-BOX ON THE CENTERLINE OF THE CANOPY AND MAKEUP CONNECTIONS TO PREWIRED CANOPY LIGHTING AS COORDINATED WITH INSTALLER. CANOPY TO BEFURNISHED TO SITE PREWIRED WITH FIXTURES INSTALLED.

4 OCCUPANCY SENSOR FOR AUTOMATIC CONTROL OF TOILET LIGHTING. (WATTSTOPPER MODEL PW-200-W)

5 EMERGENCY OR NIGHT LIGHT ON UNSWITCHED CIRCUIT.

6 PROVIDE TIMECLOCK FOR SITE AND EXTERIOR LIGHTING. TIMECLOCK SHALL BE SIMILAR TO INTERMATICET9000 FOR 365 DAY ASTRONOMICAL CONTROL. CONTACTOR SHALL BE ELECTRICALLY HELD IN NEMA 1ENCLOSURE. LOCATE TIMECLOCK AND CONTACTOR NEAR ELECTRICAL PANELS.

7 LOCATION OF SWITCH BANK WITH DIMMERS. SEE DETAILS THIS SHEET.

8 UNDER COUNTER LIGHTING. REFER TO ARCHITECTURAL PLANS FOR DETAILS.

9 RECESSED J-BOX AS COORDINATED WITH VENDOR SHOP DRAWING. CONNECT TO LIGHT FIXTUREFURNISHED AND INSTALLED BY VENDOR.

3/16" = 1'-0"2

FIRST FLOOR - LIGHTING

NOT TO SCALELIGHTING FIXTURE MOUNTING DETAIL

NOT TO SCALELIGHTING CONTROL DIAGRAM

SWITCH SCHEDULE

SWITCHLABEL SWITCH AREA

SWITCHTYPE

A KITCHEN LIGHTING D2

B DISPLAY LIGHTING D2

C GENERAL LIGHTING D2

D LINEAR LIGHTING D2

E GENERAL LIGHTING D2

F PENDANT LIGHTING D1

G COUNTER DOWNLIGHTS D2

H PENDANT LIGHTING D1

I SPOT LIGHTING D1

J MENUBOARD D2

NOT TO SCALE3

ORDER COUNTER - LIGHTING DETAIL

USE #10 CONDUCTORS FOR EXTERIOR WIRING

ALL LIGHT FIXTURES, EXCEPT SITE LIGHTING, TO BE FURNISHED BY OWNER, COORDINATE AS REQUIRED WITH JASON SPRENGER WITH CS ILLUMINATION [email protected]

REFER TO SHEET E-6 FOR EXTERIOR FIXTURES

LF-9 FIXTURE BULBS TO BE HUNG BY CORD WITH CEILING HOOKS MOUNTED TO THE CEILING GRID. COORDINATE EXACT INSTALLATION IN FIELD.

REVISIONS


2424

2436

W/H

S2442

F

S2424

S2424

JW

TEA

2424

2424

S1424

S2448

S2448

S2448

2436

G

+18

+18

C

GF

CI

GF

CI

GF

CI

GF

CI

GFCIGFCI JJ

+96GFCI

C

GF

CI

GF

CI

GF

CI

+74

GFCI

GF

CI

GF

CI

GF

CI

GF

CI

GFCIJ

GFCI

GFCI GFCIGFCI GFCI GFCIGFCI

J

JJ

GF

CI

GF

CI

GF

CI

GF

CI

J

JTB *

C

GF

CI

J

+102

J

J

3

3

J

MTC

AS

J

+18 +18

GFCI

GF

CI

BF

-GF

CI

BF

-GF

CI

GFCI

+74

+72"-

GF

CI

+48"-GFCI

PANEL C

PANEL K

PANEL A

PANEL B

- 17A

- 15A

- 13A

- 18B

- 28A

- 30A

P029

P029

4" CONDUIT CHASE FROM 6" ABOVE CEILING DOWN TO 72" AFF TO ACCOMMODATE ICE MACHINE REFRIGERATION SET TO REMOTE CONDENSOR. PROVIDE LONG SWEEP ELBOW, CUT FLUSH WITH FINISHED WALL.

4" CONDUIT CHASE FROM 6" ABOVE CEILING DOWN TO 12" AFF TO ACCOMMODATE BEVERAGE LINES. PROVIDE LONG SWEEP ELBOW, CUT FLUSH WITH FINISHED WALL.

- 23B - 21B

- 38,40BP137

P100P100P098B

2 3 4

D.1

D

C

B

A

P042 - 27B

- 16B

SECURITY MONITOR

2" C. THROUGH WALL FOR POS LINES TO ABOVE CEILIING POS DROP

1" CONDUIT TO SINGLE GANG AT 18" AFF

PANEL MS

P029

- 5B P076

P026

P027

- 4B

- 2B

P055

P115-1

- 29B

1" CONDUIT FOR POS

1" CONDUIT FOR COMM

P029- 14A

- 18A

P063P063

P097

P028A

- 7B

- 9B

- 11B

- 16A

P029

1" CONDUIT FOR POS

P007

- 20B

P043

P029-4

P064

- 19B- 11A

- 26B

- 12B- 10B - 6B - 14B

P050

P047

P048 P117A

P133- 22BIN CEILING

3" CONDUIT TO CEILING FOR REF. LINES

- 31,33B

P018

3#10, 1/2" C.30A, 2P, 25" AFF

3#10, 1/2" C.30A, 2P, 25" AFF

P135- 25BP135A

4" CONDUIT IN CEILING FOR BEVERAGE LINES MINIMUM 24" SWEEPS AT EACH END (IF REQUIRED BY CODE)

P015- 13B

- 15B

JBOX IN CEILING FOR SECURITY

MOUNTED ABOVE CEILING DOOR BELL XFMR

12" BELOW CEILING DOOR BELL

BUG LIGHT 18" BELOW CEILING MOUNTED HORIZONTAL

1"TT"

- 38A

IRR. CONTR.

- 36A

- 2A

- 4A

- 6A

- 8A

- 12A

- 10A

ON WALL

FOR SECURITY+90" NEXT TO POS POWER

C. FOR POSC. FOR VIDEOC. FOR MUSICC. FOR ALARM

P060

P062

P061

P029-2

P029-2

P029-2

P029-2

P029-2

P006

P095

- 24B

IN CEILING

P132

- 37B

- 41BTO EF-4

P029-4

IN CEILING


P055

B - 30B - 28

P033

22

22

2

2

- 32AELECTRIAN TO PROVIDE TIMECLOCK. COORDINATE CIRC PUMP INSTALL WITH PLUMBER.

CIRC PUMP PROVIDE 2#12, #12G., 1/2"C.

AQUASTAT PROVIDED BY PLUMBER

20A MOTOR RATED SWITCH

SERVICE LINE BUNDLE ABOVE CEILING

1/2" C. FOR ALARM AT 24" AFF

(2) 1" C. FOR POS AT 24" AFF

1/2" C. TO SECURITY KEYPAD AT 54" AFF HORIZONTAL

1" C. FOR SECURITY WINDOW CONTACT/PANIC

1" C. FOR POS AT 24" AFF

1" C. FOR (2) POS AT 24" AFF.

1" C. AT 26" O.C.

POS PRINTER 1" C. AT 24" AFF

1-1/2" C. FOR DRIVE THRU MENU BOARD AND 1-1/2" C. UNDERGROUND TO MENU BOARD LOCATIONS

P044

- 26A

- 24A

- 38C

4' - 9" 7' - 10"

8' -

0"4'

- 6"

3' -

11"


- 2,4,6C4#3, #8G., 1-1/4"C.

3

PROVIDE ISOLATED QUAD OUTLET AT 48" AFF FOR TELEPHONE EQUIPMENT, PROVIDE 48"x48"x3/4" PLYWOOD TELEPHONE BOARD. PROVIDE ADDITIONAL #8 ISOLATED G. TO SERVICE GROUND.P118A

- 42B

P029-2 +48" HOLDING CAB RESET

FRYER RESETIN CEILING

P115-1

P131

P029-4

IN CEILING

P095

P055- 40C

UP TO B - 35

S010

- 1B

C - 42

P064

- 41C

ON

- 18B

P044A

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODE, NATIONAL ELECTRICAL CODE, NATIONAL FIRE PROTECTION CODE, EPA REGULATIONS, AMERICANS WITH DISABILITIES ACT MINIMUM CONSTRUCTION STANDARDS AND OCCUPATIONAL SAFETY AND HEALTH ACT.

CONTRACTOR SHALL INCLUDE ALL PERMITS, LABOR, PLANT MATERIAL, AND EQUIPMENT TO PROVIDE FIRST CLASS AND COMPLETE INSTALLATIONS, AND ALL MATERIAL AND EQUIPMENT SHALL BE NEW UNLESS OTHERWISE SPECIFIED.

CONTRACTOR SHALL COORDINATE ROUGH-IN REQUIREMENTS AND FINAL CONNECTIONS TO KITCHEN EQUIPMENT WITH KITCHEN EQUIPMENT SUPPLIER. INSTALLATION SHALL MEET ALL CODES AND BE IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. VERIFY AND PROVIDE AS REQUIRED ALL DISCONNECTING MEANS, OVERLOAD PROTECTION, GROUNDING, ETC. TO ASSURE PROPER INSTALLATION.

CONTRACTOR SHALL PROTECT ALL EXISTING WORK TO REMAIN, AND SHALL REPAIR ANY DAMAGE INCIDENTAL TO PERFORMANCE OF NEW WORK. INTERFERENCE WITH OWNER'S OPERATIONS OR INTERRUPTION OF SERVICES SHALL BE KEPT TO A MINIMUM AND FULLY COORDINATED WITH OWNER AND UTILITY AS APPLICABLE.

UNLESS SPECIFIED OR DIRECTED BY OWNER OTHERWISE, ALL EXISTING MATERIAL AND EQUIPMENT SHOWN OR REQUIRED TO BE REMOVED FROM EXISTING CONSTRUCTION AND NOT SHOWN TO BE REUSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE SITE.

ACCEPTANCE OF WORK SHALL BE SUBJECT TO OWNER'S REPRESENTATIVE APPROVAL OF WORK IN PLACE AS WELL AS SHOP DRAWINGS AND SAMPLES OF MATERIALS AND EQUIPMENT WHICH SHALL BE CHECKED BY CONTRACTOR BEFORE SUBMITTAL.

CONTRACTOR SHALL SUBMIT MARKED-UP CLEAN PRINTS OF AS-BUILT CONDITIONS SHOWING CONCEALED DEVIATIONS FROM DESIGN.

CONTRACTOR SHALL KEEP PREMISES OF WORK AREA CLEAN DAILY, BROOM CLEAN AT PROJECT COMPLETION, AND SHALL REMOVE ALL REFUSE FROM SITE.

CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH EXISTING CONDITIONS BEFORE STARTING NEW WORK. CONCEALED CONDITIONS SHALL BE ADDRESSED WITH DUE CAUTION SUCH THAT UTILITIES AND SYSTEMS ARE PROTECTED.

CONTRACTOR SHALL CUT AND PATCH HOLES IN EXISTING CONSTRUCTION AS REQUIRED FOR NEW WORK WITH DUE CAUTION SUCH THAT STRUCTURAL INTEGRITY IS MAINTAINED WITHOUT IMPAIRMENT.

CONTRACTOR SHALL WARRANTY ALL NEW WORK FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTABLE AND SHALL REPAIR OR REPLACE ANY DEFECTIVE WORK INCLUDING MATERIAL, LABOR AND EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER.

ALL WORK SHOWN ON DRAWINGS IS IN PART SCHEMATIC INTENDED TO CONVEY SCOPE OF WORK AND GENERAL LAYOUT. VERIFY ALL EXISTING CONDITIONS AND MAKE ADJUSTMENTS AS REQUIRED.

GENERAL ELECTRICAL REQUIREMENTS

TO OTHER RELAYS, AS REQUIRED.

NOTE:MOUNT RELAYS IN FLUSH NEMA 1 CABINET.

SNAP-ACTION SWITCH. FURNISHED WITH FIRE SUPPRESSION SYSTEM.

120 VOLT, 20 AMP CONTROL CIRCUIT

N

H

MANUAL RESET RELAY. FURNISHED WITH FIRE SUPPRESSION SYSTE..

INTERNAL WIRING. (TYPICAL)

K1

K1b

K1aPB

MAGNETICALLY HELD RELAYS SEE PLANS FOR NO. OF POLES REQUIRED.

C

C

NOTE:ALL 125-VOLT, SINGLE PHASE, 15 AND 20 A RECEPTACLES INSTALLED IN COMMERCIAL KITCHENS SHALL HAVE GHROUND FAULT INTERRUPTER PROTECTION FOR PERSONNEL. PER NEC SECTION 210-8 (B)(2)

NOTE:CONDUIT ENTERING AND LEAVING WALK-IN COOLER AND WALK-IN FREEZER AREA SHALL BE SEALED PER NEC SECTION 300.7(A) SHALL HAVE EXPANSION FITTINGS PER NEC SECTION 300.7(B)

NOTE:

REFER TO SHEET E1.70 FOR LOCATION AND ELEVATION OF RECEPTACLES LOCATED IN OFFICE.


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

E1.20

XXXXX

BID & PERMIT

XX-XX-XX

POWER PLAN

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

1/4" = 1'-0"1

FIRST FLOOR - POWER


1 MAINTAIN NEC REQUIRED 36" MINIMUM CLEARANCE IN FRONT OF ELECTRICALPANELS.

2 MOUNT RECEPTACLES FLUSH IN CEILING OR ABOVE WINDOW. OUTLET SHALL BEWITHING 18" OF TOP OF WINDOW. CIRCUIT VIA TIME CLOCK.

3 CONNECT TO ELECTRICAL PANEL FURNISHED AND INSTALLED BY EQUIPMENTFABRICATOR.

NOT TO SCALE2

HOOD FIRE SYSTEM INTERLOCK DETAIL

REVISIONS


WP-GFCI

WP-GFCI

S D

S D

S D

J

J

J

J

WP-GFCI

2 3 4

D.1

D

C

B

A

RT

1

KF

3

KF

1

KF

2

EF

1

RT

2

- 6MS

- 5MS

- 4MS

100A/3P, WP80A FUSES

30A/3P, WP30A FUSES

100A/3P, WP80A FUSES

30A/3P, WP30A FUSES

30A/3P, WP30A FUSES

30A/3P, WP20A FUSES

30A/1P, WP20A FUSES

- 41A

- 39A

- 37A

- 20A

- 7,9,11C

- 1,3,5C

- 26,28,30C

C-35

- 35B

B - 41

PROVIDE 3#12, #12G., 1/2"C.

PROVIDE 3#10, #10G., 1/2"C.

PROVIDE 3#10, #10G., 1/2"C.

1

2

2

2

2

3

4

4

4

5

5

5

1

30A/3P,WP20A FUSES

PROVIDE 3#12, #12G., 1/2"C.

- 19,21,23C

P033A

DOWN TOB - 35


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

E1.40

XXXXX

BID & PERMIT

XX-XX-XX

ROOF POWERPLAN

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE


1 WEATHERPROOF GFCI RECEPTACLE WITH IN USE COVERPLATE, CIRCUITED TOPANEL DESIGNATED. COORDINATE INSTALLATION WITH MECHANICALCONTRACTOR.

2 PROVIDE J-BOX FOR BUILDING SIGNAGE. PROVIDE 2#12, #12G, 1/2"C. COORDINATEEXACT LOCATION AND MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS ANDAPPROVED SIGN VENDOR SHOP DRAWINGS. CIRCUIT VIA LIGHTING CONTROLS. RE:E2.0/LIGHTING CONTROL DIAGRAM.

3 EXHAUST FAN EF-1 TO BE INTERLOCKED WITH RT-1. PROVIDE CONTROL WIRING ASREQUIRED AND COORDINATE INSTALLATION WITH MECHANICAL CONTRACTOR.

4 EXHAUST FAN TO BE INTERLOCKED WITH RT-1, RT-2, AND RT-3. PROVIDE CONTROLWIRING AS REQUIRED AND COORDINATE INSTALLATION WITH MECHANICALCONTRACTOR.

5 PROVIDE 2#12, #12G. FOR DUCT DETECTOR CIRCUIT AS INDICATED ON PLANS.PROVIDE CONTROL WIRING AS REQUIRED AND COORDINATE INSTALLATION WITHMECHANICAL CONTRACTOR.

1/4" = 1'-0"1

ROOF PLAN - POWER

REVISIONS


PANEL A

PANEL B

PANEL C

M

NEW PANELS 'A', 'B', & 'C'

600A3P65KAICT

600 AMP, 120/208V, 3PH, 4W BUS BRACED @ 65 KAIC.

F F

TYPE"ED"200A3P

F

TYPE"ED"200A3P

TYPE"ED"200A3P

COLD WATER PIPE WITHN 5' OF BUILDING ENTRANCEGAS SYSTEM

UNDERGROUND TO BUILDING FOUNDATION STEEL 'UFFER'

(2 SETS) 4#350MCM, #4G., 4"C. TO POWER COMPANY XFMR

TYPE"FD"80A3P

TYPE"FD"80A3P

TYPE"FD"30A3P

#3/0 BARE COPPER

METER & MAIN SW. BD. "MS"W.P. NEMA 3R CABINET

AVAILABLE FAULT CURRENT = 42,000 AIC"MS" BRACED FOR 65,000 AIC

NEW NEMA 3R

RT-1

NEW NEMA 3R

RT-2

NEW NEMA 3R

RT-3

100AS3P80AFW.P.

100AS3P80AFW.P.

30AS3P30AFW.P.

1 2 3 4 5 6

4#3/

0, #

6G.,

2"C

.

3#4,

#8G

., 1"

C.

4#3/

0, #

6G.,

2"C

.

4#3/

0, #

6G.,

2"C

.

3#4,

#8G

., 1"

C.

3#10

, #10

G.,

1/2"

C.

#6 I.

G.

120V

N

A

365 DAY/HOLIDAY PROGRAMMABLE TIME CLOCK

TCS1

2 HR TIMER WITH PILOT LIGHT

20 AMP LIGHTING CONTACTOR

C1

PANEL A

TO LIGHTING

1 5 7 9


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

E1.50

XXXXX

BID & PERMIT

XX-XX-XX

SINGLE LINEDIAGRAM

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE

(1) INTERLOCK KF-2, KF-1, KF-3, AND MAU-1 UNITS. SEE MECH & CAPTIVE AIRE DWGS(3) INTERLOCK MUA-1 & AC-1; MAU-1 & AC-2 UNITS. SEE MECH DWGS.(4) GFCI CIRCUIT BREAKER(5) PROVICE LOCK-ON-DEVICE

Notes:

C 12522 W

B 13587 W EMD 33.4 kW

A 15877 W TCL 42.0 kW

41 P064 HOLDING CAB 20 1 1060 450 1 20 P122A DRAWER WARMER 42

39 SPARE 20 1 0 1900 1 20 P055 MICROWAVE (4) 40

37 SPARE 20 1 0 1900 1 20 P055 MICROWAVE (4) 38

35 SMOKE DETECTOR 20 1 300 1130 36

33 SPACE -- -- 0 1130 34

31 SPACE -- -- 0 1130

3 20 MAU-1 (1)

32

29 SPACE -- -- 0 228 30

27 SPACE -- -- 0 228 28

25 SPACE -- -- 0 228

3 20 KF-3

26

23 1140 0 -- -- SPACE 24

21 1140 0 -- -- SPACE 22

19

20 3

1140 0 -- -- SPACE 20

17 SPARE 20 1 0 0 -- -- SPACE 18

15 SPARE 20 1 0 0 -- -- SPACE 16

13 SPARE 20 1 0 0 -- -- SPACE 14

11 2252 0 -- -- SPACE 12

9 2252 0 -- -- SPACE 10

7

KF-1 (1) 30 3

2252 0 -- -- SPACE 8

5 2252 3710 6

3 2252 4685 4

1

KF-2 (1)(3) 30 3

2252 6975

3 100 PANEL K

2

CKT Circuit Description Trip Pole

A B C

Pole Trip Circuit Description CKT

FAULT... 10,000 AIC MAIN: MLO

PHASE: 3 WIRE: 4 C BUS: 225 A

VOLTAGE: 120/208 Wye PANELBOARD: MOUNTING: RECESSED

(1) PROVIDE LOCK-ON-DEVICE(3) PROVIDE RELAY CONTROLLED BY ASTRONOMICAL TIME CLOCK(4) PROVIDE RELAY CONTROLLED BT TIME CLOCK FOR MENU LIGHT ONLY(5) PROVE SHUT-OFF LTG. SHUT-OFF CONTROL DIAGRAM BELOW

Notes:

C 13857 W

B 11528 W EMD 39.2 kW

A 13441 W TCL 38.8 kW

41 EXT. SIGN (1)(3) 20 1 1200 0 -- -- SPACE 42

39 EXT. SIGN (1)(3) 20 1 1200 0 -- -- SPACE 40

37 EXT. SIGN (1)(3) 20 1 1200 360 1 20 "TT" TEL. 38

35 PRE-ORDER BOARD (1)(3) 20 1 1200 1000 1 20 IRR. CONTROLLER 36

33 MENU BOARD 20 1 1200 500 1 20 ANSUL SYSTEM (1) 34

31 DIRECTIONAL SIGNAGE (1)(3) 20 1 1200 300 1 20 CIRC PUMP 32

29 MONUMENT SIGN (1)(3) 20 1 600 1200 1 20 P029-1 ISO. GRND. (1) 30

27 SPARE 20 1 0 1200 1 20 P029-1 ISO. GRND. (1) 28

25 SPARE 20 1 0 540 1 20 TV 26

23 SITE LIGHTING 20 1 505 400 1 20 CLG MONITORS 24

21 SITE LIGHTING 20 1 303 0 1 20 SPARE 22

19 SITE LIGHTING 20 1 1003 1200 1 20 EXT. SIGN (1)(2) 20

17 SHOW WINDOW 20 1 3400 1200 1 20 P063 D/T COMM 18

15 SHOW WINDOW 20 1 2800 1200 1 20 P029-1, P029-2 (1) 16

13 SHOW WINDOW 20 1 3300 1200 1 20 P029-1, P029-2 (1) 14

11 P029-4 ISO. GRND. (1) 20 1 400 1200 1 20 ALARM ISO GRND (1) 12

9 GENERAL LIGHTING 20 1 257 1200 1 20 COMP ISO GRND (1) 10

7 GENERAL LIGHTING (5) 20 1 630 900 1 20 MANAGERS OUTLETS 8

5 RESTROOM LIGHTING 20 1 352 1200 1 20 VIDEO 6

3 EM & NIGHT LIGHTING (1) 20 1 469 1200 1 20 MUSIC 4

1 KITCHEN LIGHTING (5) 20 1 1248 360 1 20 FASTTRACK (1) 2


A B C



PHASE: 3 WIRE: 4 A BUS: 225 A


(1) INDICATES HANDLE LOCKS(2) CIRCUIT VIA TIME CLOCK(3) HACR CIRCUIT BREAKER

Notes:

C 13870 W

B 11210 W EMD 26.1 kW

A 12710 W TCL 37.8 kW

41 EF-1 20 1 500 720 1 20 P118A REACH-IN REFRIGERATOR 42

39 SHUNT TRIP -- -- 0 1040 40

37 P131, P132 TIMER 20 1 700 10402 20 P137-1 ICE MACHINE

38

35 ROOF RECEPTS 20 1 540 0 1 20 SPARE 36

33 1650 0 1 20 SPARE 34

31P018 ICE MACHINE 30 2

1650 0 1 20 SPARE 32

29 P155-1 REFR. COLD PAN 20 1 1200 1200 1 20 P033 LTS, FAN 30

27 P042, P043 U.C. REFR. 20 1 500 1200 1 20 P033 LTS, FAN 28

25 P135, P135A 20 1 1340 500 1 20 P043 U.C. REFR. 26

23 P098B DUAL BREWER 20 1 1800 600 1 20 HOOD CONTROLS 24

21 P100 BEV STATION 20 1 1200 1200 1 20 P095, P133, LTS 22

19 P064 HOLDING CAB 20 1 1060 930 1 20 P006, P007 AIR CUR 20

17 SPACE -- -- 0 1260 1 20 OUTL., BUG LIGHT 18

15 P015 CARBONATOR 20 1 540 1000 1 20 SECURITY 16

13 COKE CARBONATOR 20 1 1000 1200 1 20 P117A FREEZER 14

11 P028A WORK TABLE 20 1 1800 1200 1 20 P050 U.C. FREEZER 12

9 S.C. 20 1 840 1200 1 20 P047A FRY DUMP 10

7 P097 D/T BEV. DISP. 20 1 1200 0 -- -- SHUNT TRIP 8

5 P076 HOT WATER 20 1 1850 1200 1 20 P048 6

3 SHUNT TRIP -- -- 0 840 1 20 P026 GRINDER 4

1 S010 PREP TABLE 20 1 960 1130 1 20 P027 PROCESSOR 2


A B C



PHASE: 3 WIRE: 4 B BUS: 225 A


NOT TO SCALE1

SINGLE LINE DIAGRAM

PANELBOARD 'MS' ELECTRICAL LOAD SUMMARY

CIRCUIT TYPECONNECTED

LOAD DEMAND FACTOR DEMAND LOAD

LIGHTING 6,620 VA 1.25 8,275 VA

SHOW WINDOW 9,500 VA 45 FT @ 200 W/LF 9,000 VA

RECEPTACLES 1,260 VA 1.0 1,260 VA

SIGN 9,000 VA 1.25 11,250 VA

KITCHEN EQUIP 69,834 VA 0.65 45,392 VA

HVAC(LARGEST MOTOR @1.25%,REMAINING 100% PER 430-24)

72,873 VA SEE NOTE 72,873 VA

WATER HEATER 300 VA 1.0 300 VA

MISC. 8,720 VA 1.0 8,720 VA

TOTAL KVA 178.1 kVA 157.1 kVA

TOTAL AMPERES 495.0 A @208V, 3PH 436.5 A

NOT TO SCALELTG. SHUT OFF CONTROL DIAGRAM

(PROVIDE WITH ISOLATED GROUNDED BUSS)ALL 20 A KITCHEN RECEPTACLES TO BE FED THROUGH LEVITON GFRBF-KW BLANK FACE GFCI RECEPTACLE PLACED IN A FIELD LOCATED ACCESSIBLE LOCATION

REVISIONS


MTC

AS

BF

-GF

CI

+72"-

GF

CI

PANEL A

PANEL B

PANEL C

VIEW D

VIEW C

VIEW B

VIEW A

2' -

6"

2' -

0"

5' -

6"

2' -

6"

5' -

6"

0' -

6"

1/2" CONDUIT STUB ABOVE LID FOR SECURITY-ADT

SINGLE COMMUNICATIONS CHASE

DOUBLE GANG P-RING

1" CONDUIT TO MENU LOOP AT O/T WINDOW

1-1/2" CONDUIT TO MENU BOARD

(2) DUPLEX

1" CHASE

D/T COMMUNICATION SINGLE GANG P-RING

1" CHASE

DUPLEX - MOUNT HORIZONTAL

1" CONDUIT STUB ABOVE LID FOR POS

1" CONDUIT STUB ABOVE LID FOR ADT WINDOW CONTACT

2" CONDUIT STUB ABOVE LID FOR COMMUNICATIONS

A

FILE CABINETSAFE

A - 8

QUAD A - 4

A - 6

A - 8

MAIN

(3) 1" CONDUIT AT 48" AFF FOR DSL, FAX, AND CREDIT CARD

POS POWER ISO GROUND DED CIRCUIT A - 10 AT 48" AND 90"

OFF

ICE

DB

U

DSL

COMPUTERMONITOR

CPU

DESKJET

FAX MACHINE

MUSIC VOLUME CONTROL

1" CONDUITSOUND RECEIVER

1' -

4"

A

SHELF

(2) 1" CONDUIT AT 42" AFF FOR MAIN AND FAX

POS CABINET

COMPUTER MONITOR

A - 2

CPU

FAX MACHINE

B

2" CONDUIT2" CONDUIT

HMETSP

HME CU

HMEUPS

SWITCH TO 1" CONDUIT

1" CONDUIT

HME EOS

SINGLE GANG MUD RING BEHIND CU

SINGLE GANG MUD RING BEHIND EOS

SECURITY MONITOR

SECURITYCAMERA

DESKJET

POS CABINET

SECURITY PHONE

SECURITY ALARMCONTROL PANEL

C

1" CONDUIT

DUPLEX A - 2B-16

1" CONDUIT STUBABOVE LID

SECURITYMONITOR

PANEL B PANEL C PANEL A

SAFE

CABINET

A - 8

THERMOSTATS

D

MUSIC VOLUME CONTROL

SOUND RECEIVER


Phone : 816-842-7552Fax : 816-842-1302


PROJECT #

SHEET NUMBER

E1.70

XXXXX

BID & PERMIT

XX-XX-XX

ELEVATIONS ANDDATA PLAN

EL P

OLL

O L

OC

O29

95 P

RO

TOTY

PEAD

DR

ESS

CIT

Y, S

TATE

, ZIP

CO

DE 3/4" = 1'-0"

5FIRST FLOOR - ENLARGED OFFICE

NOT TO SCALE1

DRIVE THRU

NOT TO SCALE2

MANAGER'S OFFICE A NOT TO SCALE3

MANAGER'S OFFICE BNOT TO SCALE

4MANAGER'S OFFICE C

NOT TO SCALE6

MANAGER'S OFFICE D

REVISIONS


GENERAL BUILDING NOTES CONSULTANT/ CONTACTS ...

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