|
ABBREVIATIONS
<br />SCOPE OF WORK
<br />PROJECT
<br />SHEET INDEX
<br />0 DIAMETER FIN. FINISH PART'N PARTITION
<br />D SQUARE FOOT/FEET FIXT. FIXTURE P.L. PROPERTY LINE
<br />& AND FLR. FLOOR PLAS. PLASTER
<br />@ AT FLUOR. FLUORESCENT PLBG. PLUMBING
<br />CENTERLINE F.H. FIRE HYDRANT PLYWD. PLYWOOD
<br />(E) EXISTING F.O.M. FACE OF MASONRY P.O.C. POINT OF
<br />A.B. ANCHOR BOLT F.O.S. FACE OF STUD CONNECTION
<br />ABV. ABOVE F.O.C. FACE OF CONCRETE PR. PAIR
<br />A/C AIR CONDITIONING F/S FINISH SURFACE P.T. PRESSURE TREATED
<br />A.C. ASPHALTIC CONCRETE F.S. FLOOR SINK
<br />A.C.T. ACOUSTIC CEILING TILE F.S.R. FIRE SPRINKLER RISER Q.T. QUARRY TILE
<br />A. D. AREA DRAIN FT. FOOT/FEET R. RISER
<br />A.F.F. ABOVE FINISH FLOOR F.T. FIRE TREATED RAID. RADIUS
<br />ALUM. ALUMINUM FTG. FOOTING R.D. ROOF DRAIN
<br />APPROX. APPROXIMATE FLIT. FUTURE RDWD. REDWOOD
<br />A.S.R. AUTOMATIC GA. GAUGE RE: REFER TO
<br />SPRINKLER ROOM GALV. GALVANIZED REF. REFERENCE
<br />ED. BOARD G.C. GENERAL CONTRACTOR REFR. REFRIGERATOR
<br />BLDG. BUILDING G. 1. GALVANIZED IRON REINF. REINFORCED
<br />ELK. BLOCK GL. GLASS REQ'D. REQUIRED
<br />BLKG. BLOCKING GIND. GROUND RESIL. RESILIENT
<br />BM. BEAM GR. GRADE RM. ROOM
<br />BOT. BOTTOM GYP, GYPSUM R.H.B. RECESSED HOSE BIBB
<br />BTWN. BETWEEN H.B. HOSE BIBB R.O. ROUGH OPENING
<br />C CAMBER H.C. HOLLOW CORE R.O.W. RIGHT OF WAY
<br />C. B. CATCH BASIN HDR. HEADER R.S. RESAWN
<br />CEM. CEMENT HOW. HARDWARE S. SOUTH
<br />CER. CERAMIC HT. HEIGHT S.C. SOLID CORE
<br />C.H.B. CONCEALED HOSE BIBBH.M. HOLLOW METAL SCHED. SCHEDULE
<br />C. 1. CAST IRON HORIZ, HORIZONTAL SECT. SECTION
<br />C/i CEILING JOIST H.P. HIGH POINT SHT. SHEET
<br />C.J. CONTROL JOINT HDVVD. HARDWOOD SHTG. SHEATHING
<br />CLG. CEILING HVAC HEATING, VENTILATION & SIM. SIMILAR
<br />C.M. CLEAR AIR CONDITIONING SPEC. SPECIFICATION
<br />C.M.U. CONCRETE SQ. SQUARE
<br />MASONRY UNIT 1. D. INSIDE DIAMETER SSK. SERVICE SINK
<br />C/o CLEANOUT 1. E. INVERT ELEVATION SS. STAINLESS STEEL
<br />C.O. CONCRETE OPENING IN. INCH STD. STANDARD
<br />COL. COLUMN INSUL. INSULATION STL. STEEL
<br />CONIC. CONCRETE INT. INTERIOR STOR. STORAGE
<br />CONN. CONNECTION JT. JOINT STRUCTSTRUCTURAL
<br />CONSTR. CONSTRUCTION S.O.V. SHUT OFF VALVE
<br />CONT. CONTINUOUS LAM. LAMINATED SYM, SYMMETRICAL
<br />CONTIR.CONTRACTOR LAV. LAVATORY T. TREAD
<br />CTSK COUNTERSUNK LT. LIGHT T.B. TOP OF BEAM
<br />C.Y. CUBIC YARD MAX. MAXIMUM T.O.C. TOP OF CURB
<br />DBL. DOUBLE M.B. MACHINE BOLT TEL. TELEPHONE
<br />DEPT. DEPARTMENT MECH. MECHANICAL T&G TONGUE AND GROOVE
<br />DIET. DETAIL MET. METAL THK. THICK
<br />D.F. DRINKING FOUNTAIN MFR. MANUFACTURER T.J. TRUSS JOIST
<br />DIA. DIAMETER M.H. MANHOLE T.O.P. TOP OF PARAPET
<br />DIM. DIMENSION MIN. MINIMUM T.O.S. TOP OF SHEATHING
<br />ON DOWN MISC. MISCELLANEOUS T.O.W. TOP OF WALL
<br />DR DOOR M.O. MASONRY OPENING TYP. TYPICAL
<br />DS DOWNSPOUT MTD. MOUNTED U.N.O. UNLESS NOTED
<br />DWG. DRAWING MITT MAIN TELEPHONE OTHERWISE
<br />EA. EACH TERMINAL
<br />E.E. EXTERIOR ELEVATION MUL. MULLION VERT. VERTICAL
<br />V.C.T. VINYL
<br />E.J. EXPANSION JOINT N. NORTH NO. NUMBER COMPOSITION TILE
<br />ELECT. ELECTRICAL N.I.C. NOT IN CONTRACT
<br />EL ELEVATION V.T.R. VENT THROUGH ROOF
<br />E.O.S. EDGE OF SLAB
<br />E. P. ELECTRICAL PANEL NOM NOMINAL W. WEST
<br />EQ. EQUAL N.T.S. NOT TO SCALE W/ WITH
<br />W.C. WATER CLOSET
<br />EQUIP. EQUIPMENT O.A. OVERALL WD. WOOD
<br />E.W. EACH WAY O.C. ON CENTER W.H. WATER HEATER
<br />EXIST. EXISTING O.D. OUTSIDE DIAMETER W/o WITHOUT
<br />EXT. EXTERIOR OFD. OVERFLOW DRAIN W.R. WATER RESISTANT
<br />OPG OPENING
<br />FDN FOUNDATION W�W.F. WELDED WIRE FABRIC
<br />F. D. FLOOR DRAIN OPP� OPPOSITE
<br />F.F. FINISH FLOOR
<br />CONSTRUCTION OF NEW SINGLE STORY DRIVE THRU RESTAURANT WITH DRIVE-THRU,
<br />STONE VENEER, REQUIRED PARKING, LANDSCAPING, AND ACCESS TO PUBLIC WAY.
<br />PROJECT NOTES:
<br />1. G.C. Shall contact dig alert for location of existing utilities when installing grease interceptor,
<br />2. Soils shall be compacted to 90% or greater per soils report. G.C. To provide reports of lifts and compactions to the
<br />owner at turn over for verification.
<br />3. All the work such as site lighting, trash enclosures, site drainage, drive aisles, curb ramps and accessible parking will be
<br />completed as part this project.
<br />OPERATING & MAINTENANCE INFO & ENERGY NOTES:
<br />a. The builder shall provide to the building owner at occupancy maintenance information for all features, materials.
<br />Components and manufactured devices that required routine maintenance for efficient operation. This information shall
<br />also be provided to the person (s) responsible for maintaining the feature, material component or mechanical device
<br />installed in the building.(2016 CAC (California Administrative Code (Title 24, part 11)) section 10-103(b)2). Refer to 21A100
<br />for additional information.
<br />A. The builder shall provide to the building owner at occupancy maintenance information for all features, materials,
<br />components and manufactured device that required routine maintenance for efficient operation. Required routine
<br />maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to
<br />identifying, by Title and/orpublication number, the operation and maintenance manual for that particular model and type of
<br />feature, material, component or manufactured device. 2016 CAC, 10-103(b)3, Refer to note 2 on a100 for additional info.
<br />B. All systems, equipment and/or building components shall comply with applicable manufacturer provisions and
<br />installation provision of 2016 California Energy Code (Title 24, part6) subchapter 2, sections 110.0 through 110.9.
<br />C. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft2 of
<br />window area and door area (2016 California Energy Code, section 110.6)
<br />b. Joints and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed,
<br />weatherstripped, or otherwise sealed to limit infiltration and exfiltration. (2016 California Energy Code section 110.6)
<br />c. The heat loss of the water heater storage tank surface, based on an 80 deg, F. Water-air temperature difference shall be
<br />less than 6.5 btu/hr per square foot, (2016 California Energy Code section 110.3)
<br />d. Insulation shall be certified by the manufacturer as compliant with the California quality standards for insulating material,
<br />(2016 California Energy Code section 110.8). N/a, not part of TI scope.SPECIFICATIONS
<br />D. Area formaldehyde foam insulation may only be used in exterior side walls, and requires a four-mil-thick plastic
<br />polyethylene vapor barrier between the urea formaldehyde foam insulation and the interior space. (2016 California Energy
<br />Code section 110.8). N/a, not part of TI scope.
<br />E All insulating material shall be installed in compliance with the flame spread rating and smoke density requirements of
<br />the California Energy Code. (2016 California Energy Code section 110.8). N/a, not part of TI scope.
<br />F. All heating and/or cooling systems shall have an automatic thermostat with clock mechanism or other setback
<br />mechanism approved by the executive chrectorofthe California Energy commission that shuts the system off during peak
<br />periods of non-use and that allows the building occupant to automatically set back the thermostat set points for at least
<br />two periods within 24 hours. (2016 California Energy Code, chapter 7, section 150.0(i) & chapter 2, section 110.2(c)).
<br />0
<br />1323 E. YOSEMITE AVE
<br />MANTECA, CA 95337
<br />■
<br />STORE 250
<br />CS ?.Ulm 0 00+
<br />Sheet Number
<br />SheetTitle
<br />I
<br />DeltaNumber
<br />I
<br />o
<br />MM
<br />GENERAL INFORMATION & LANDSCAPE SHEETS
<br />G1100 COVER SHEET
<br />G105 SITE PLAN
<br />MMMIMM
<br />G105.1 SITE DETAILS
<br />G105.2 SITE DETAILS
<br />G107 TRASH CORRAL PLAN
<br />G120 ACCESSIBILITY DETAILS
<br />G130 RESPONSIBILITY SCHEDULE
<br />G140 CAL GREEN BUILDING STANDARDS
<br />G141 CAL GREEN BUILDING STANDARDS
<br />G145 CAL GREEN SCHEDULE
<br />G150 VOC AND WASTE MANAGEMENT
<br />CIVIL SHEETS
<br />C1 CIVIL COVER SHEET
<br />C1.1 NON-RESIDENTIAL MANDATORY MEASURES
<br />C2 SITE PLAN
<br />C21 SITE DETAILS
<br />C3 GRADING AND DRAINAGE PLAN
<br />C4 UTILITY PLAN
<br />C5 EROSION CONTROL PLAN
<br />Consultant
<br />6
<br />Z
<br />Z
<br />W . 0
<br />■ 0 u
<br />Z 'Mi
<br />mwo;mo
<br />0 -
<br />'J
<br />Z
<br />�<U-
<br />>
<br />3: Z
<br />°m a
<br />Ll NOTES AND SPECIFICATIONS
<br />L2 PLANTING PLAN
<br />L3 IRRIGATION PLAN
<br />L4 DETAILS AND SPECS
<br />ARCHITECTURAL & STRUCTURAL SHEETS
<br />A100 GENERAL REQUIREMENTS AND CONDITIONS
<br />--ATTT- 6PLUIFIGA I IUN6 3HEL I I
<br />SHEET 2
<br />Ra, I FLOOR PLAN
<br />A-4
<br />M DOOR, WINDOW, AND FINISH SCHEDULES
<br />A210 REFLECTED CEILING PLAN
<br />A225 ROOF PLAN
<br />A226 ROOF DETAILS
<br />AM FINISH PLAN
<br />A240 GRAPHICS PLAN AND SCHEDULE
<br />A250 ENLARGED RESTROOM PLANS/ ELEVATIONS
<br />A260 FURNITURE AND EQUIPMENT PLAN
<br />A300 PARTITION TYPES
<br />A400 INTERIOR DETAILS
<br />A41 0 INTERIOR DETAILS
<br />A500 INTERIOR ELEVATIONS
<br />GENERAL NOTES
<br />A510 EXIERIOR ELEVATIONS
<br />A511 EXTERIOR ELEVATIONS
<br />A520 BUILDING SECTIONS
<br />1. It is the responsibility of the contractor to field verify existing site conditions and dimensions prior to
<br />starting construction. The conditions shown on these documents are based on information supplied
<br />from existing blue prints, alta surveys, and/or landlord information.
<br />2 If any errors, discrepancies or omissions appear on these drawing, specifications or other contract
<br />documents, the contractor shall notify project architect immediately.
<br />3. The drawings are not to be scaled.
<br />4. These drawing are not to be altered in any way without written authorization from the architect.
<br />5. Coordinate construction time and noise requirements with the construction project manager prior to
<br />commencement.
<br />6. Shop drawings are to be submitted to architect as required by owner.
<br />7. Construction pm is responsible to acquire as-built drawings from all subcontractors upon completion
<br />of the project and to submit to project architect.
<br />8. All coordination between subcontractors shall be based on entire set of documents. No extra
<br />compensation will be given to a bidder or supplier who has bid from an incomplete set of
<br />construction documents. In case of inconsistencies or discrepancies between drawing the most
<br />stringent note or condition shall apply and the contractor shall notify owner/architect immediately of
<br />such discrepancies.
<br />9. It is the responsibility of the sub-contractor to field verify existing site conditions and dimensions
<br />prior to starting construction.
<br />10. Interruption of services to the building shall be held to a minimum. Coordinate such interruptions
<br />with the owner. Existing services which are in any way affected by the performance of this work
<br />shall be protected and maintained, including utility services for the building that originate in or
<br />through the space or located within the site premises.
<br />11, Drawings and specifications, and all copies thereof are legal instruments of service for the use of
<br />the owner and authorized representatives on the designated property only. Other use without the
<br />expressed written permission of the architect and/or owner is prohibited.
<br />12. Specifications, details and schedules which may be bound separately, are part of these contract
<br />documents. Drawings by consulting professionals, such as structural, landscape, etc. Are
<br />supplemental to the architectural drawings and are a part of these contract documents U.N.O..
<br />13. Refer to general notes on drawings of other disciplines for additional requirements.
<br />14. The term "typical" or 'typ" as used in these documents shall mean that the condition is the same
<br />from similar conditions, throughout unless otherwise noted.
<br />A530 WALL SECTIONS
<br />A531 WALL SECTIONS
<br />A610 DOOR & WINDOW DETAILS
<br />SG1 GENERAL NOTES
<br />UJ
<br />>
<br />< Cy')
<br />UJ LID
<br />0)
<br /><
<br />0
<br />-
<br />O <
<br />UJ
<br />wz
<br />CY
<br /><
<br />04
<br />M
<br />LO
<br />(N
<br />zi�
<br />LJJ
<br />0
<br />U)
<br />SG2 GENERAL NOTES
<br />S1.0 FOUNDATION PLAN
<br />S2.0 ROOF FRAMING PLAN
<br />S3.0 BUILDING SECTIONS
<br />GRAPHIC SYMBOLS
<br />BUILDING DATA
<br />VICINTY MAP
<br />SD1 DETAILS AND SECTIONS
<br />SD2 DETAILS AND SECTIONS
<br />SD3 DETAILS AND SECTIONSM
<br /><�> WALL TYPE
<br />MATERIAL
<br />FINISH
<br />FX 1 KEY NOTE
<br />O DOOR TYPE
<br />WINDOW/
<br />XX STOREFRONT/
<br />CURTAINWALL
<br />CEILING
<br />HEIGHT
<br />REVISION
<br />Ax DELTA
<br />COLUMN GRID
<br />EXISTING
<br />COLUMN GRID
<br />XXX
<br />XXX SPACE NAME /
<br />NUMBER/
<br />XXX AREA
<br />MATCH LINE
<br />SEE:
<br />�AXjx
<br />MATCH LINE
<br />BUILDING WALL SECTION
<br />SITE AREA:
<br />CONSTRUCTION TYPE:
<br />GROSS FLOOR AREA (LEASEABLE):
<br />USEABLE INTERIOR AREA:
<br />OCCUPANCY GROUP:
<br />35�732 SF
<br />TYPE V-13 - NON SPRINKLED
<br />3,118 SF
<br />2,852 SF
<br />A-2
<br />AP
<br />Project Site7
<br />N
<br />PLUMBING SHEETS
<br />P100 PLUMBING SPECIFICATIONS AND SCHEDULE
<br />P200 SANITARY/ GREASE WASTE PLAN
<br />P21 0 WATER AND GAS SUPPLY PLAN
<br />P220 FLOOR DRAIN ROUGH-IN PLAN
<br />P300 PLUMBING SITE PLAN
<br />SQUARE FOOTAGE BREAKDOWN: SEATING & TABLE COUNTS:
<br />KITCHEN/ B.O.H. = 873 SF INTERIOR:
<br />DINING =1,341 SF SEAT COUNT TABLE COUNT
<br />MISC/RESTROOMS/HALL = 638 SF 74 18
<br />TOTAL INTERIOR: 2,852 SF EXTERIOR PATIO:
<br />SEAT COUNT TABLE COUNT
<br />EXTERIOR PATIO: 309 SF 16 7
<br />P400 PLUMBING RISERS
<br />P410 PLUMBING DETAILS
<br />MECHANICAL SHEETS
<br />MEP100 MECH/ELEC/PLUM ROOF PLAN
<br />U)
<br />UJ
<br />>
<br />0
<br />ELEVATION
<br />+26-0" SPOT
<br />TOPARAPET ELEVATION
<br />DETAIL NO
<br />BUILDING NO.
<br />246 2A
<br />A7.1-1B w DETAIL
<br />REFERENCE
<br />SHEET NO.
<br />AXX VIEW TAG
<br />N
<br />NORTH
<br />ARROW
<br />(1)
<br />B
<br />CA MULTI VIEW TAG
<br />4(
<br />D
<br />M100 MECHANICAL SPECIFICATIONS
<br />M200 MECHANICAL FLOOR PLAN
<br />M300 MECHANICAL SCHEDULES
<br />CODE SUMMARY
<br />M400 MECHANICAL DETAILS
<br />SHELVING STORAGE:
<br />STANDARD FLOOR SHELVING: OVERHEAD STORAGE SHELVING:
<br />2'-0" DEEP = 21.0 LF + 1'-6" DEEP = 15" DEEP = 20.0 LF
<br />TOTAL = 26.0 LF (MOUNTED 7-4- HIGH)
<br />M500 HOOD DRAWINGS
<br />M510 HOOD DRAWINGS
<br />A GENERAL DESCRIPTION
<br />CONSTRUCTION OF FREESTANDING RESTAURANT BUILDING WITH DRIVE THRU LANE
<br />B. OCCUPANCY
<br />1. OCCUPANCY (CHAPTER 3) A-2, B
<br />NON-SEPARATED MIXED OCCUPANCIES PER CODE 2016 CBC SECTION 508.3
<br />C GENERAL BUILDING SIZE
<br />1. CONSTRUCTION TYPE (CHAPTER 5): V-B
<br />FULLY SPRINKLERED BUILDING: NO
<br />2. ALLOWABLE STORIES (TABLE 503 & SEC. 504.2): ---
<br />ACTUAL STORIES: 1
<br />3. ALLOWABLE HEIGHT (TABLE 503 & SEC. 504.2): 60 FEET
<br />ACTUAL HEIGHT: 24'-0"
<br />D. TYPE OF CONSTRUCTION
<br />1. CONSTRUCTION (SECTION 603): TYPE V-B
<br />2. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS:
<br />PRIMARY STRUCTURAL FRAME (TABLE 601) 0H
<br />EXTERIOR BEARING WALL (TABLE 601) 0H
<br />INTERIOR BEARING WALL (TABLE 601) OHR
<br />EXTERIOR NOWALL @ LESS THAN 30- FIRE SEPARATION (TABLE 602) 1HR
<br />EXTERIOR NON-BEARING WALL @ 30- OR MORE FIRE SEPARATION (TABLE 602) 0H
<br />INTERIOR NON-BEARING WALL & PARTITIONS (TABLE 601) 0H
<br />FLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS (TABLE 601) 0H
<br />ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS (TABLE 601) 0H
<br />E. MAXIMUM OPENING AREA
<br />1. OPENINGS NOT LIMITED WHERE YARDS ARE > 30' PER TABLE 705.8
<br />F. ALLOWABLE AREA
<br />THE HABIT BURGER GRILL (Building Type Sprinklered):
<br />BASIC ALLOWABLE AREA: 5,500 SIF (Table 503)
<br />BUILDING AREA (GROSS LEASEABLE): 3,118 SIF TOTAL
<br />G. PARKING( Refer to Sheet G105
<br />M600 MECHANICAL TITLE 24
<br />M610 MECHANICAL TITLE 24
<br />M620 MECHANICAL TITLE 24
<br />ELECTRICAL SHEETS
<br />MATERIAL SYMBOLS
<br />APPLICABLE CODES
<br />E100 ELECTRICAL SPECIFICATIONS & NOTES
<br />E200 LIGHTING PLAN & NOTES
<br />E201 LIGHTING FIXTURE SCHEDULE
<br />GYPSUM BOARD ON SHOWN IN SECTION
<br />nI[ _�ffli r=,,, �11
<br />I M SHOWN IN SECTION
<br />PLASTIC LAMINATE
<br />CAST-IN-PLACE CONCRETE SHOWN IN SECTION
<br />PLAN OR SECTION
<br />CONT. WOOD BLOCKING
<br />SHOWN IN SECTION
<br />STONE TILE CLADDING
<br />PLAN OR SECTION FINISHED WOOD
<br />RIGID ROOF INSULATION SECTION OR ELEVATION
<br />OR SAFING, PLAN OR OR
<br />SECTION FINISHED WOOD
<br />STONE: GRANITE, MARBLE, SECTION OR ELEVATION
<br />OR AS NOTED
<br />SPRAYED FIREPROOFING
<br />METAL: TYPE AS NOTED SHOWN IN SECTION
<br />PLAN OR SECTION OR
<br />SPRAYED FIREPROOFING
<br />SHOWN IN SECTION
<br />METAL: ROLLED SHAPES
<br />PLAN OR SECTION BATT INSULATION: THERMAL
<br />OR ACOUSTICAL, LION
<br />ACOUSTICAL TILE
<br />SHOWN IN SECTION GLASS
<br />SECTION
<br />RUMRESILIENT FLOORING: VCT,
<br />SHEET VINYL, LION CMU
<br />SECTION
<br />O PLASTER ON METAL LATH r----- LANDSCAPE AREA
<br />SHOWN IN SECTION
<br />THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CodeS:
<br />0 2016 CALIFORNIA ADMINISTRATION Code (CAC)
<br />0 2016 CALIFORNIA BUILDING Code (CBC)
<br />• 2016 CALIFORNIA ELECTRICAL Code (CEC
<br />2016 CALIFORNIA MECHANICAL Code (CMC)r6ff_
<br />0 2016 CALIFORNIA PLUMBING Code (CPC)
<br />0 2016 CALIFORNIA Energy Code (CFC)
<br />0 2016 CALIFORNIA FIRE Code
<br />a 2016 CALIFORNIA GREEN BUILDING Code
<br />THIS PROJECT TO COMPLY WITH ACCESSIBILITY REQUIREMENTS OF 2016 CALIFORNIA BUILDING Code TITLE 24
<br />SECTION 11 B-202. COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) IS THE RESPONSIBILITY OF THE
<br />OWNER, DEVELOPER, CONTRACTOR, DESIGNER AND ARCHITECT.
<br />E210 POWER PLAN & NOTES
<br />E220 OVERALL ELECTRICAL SITE PLAN
<br />E300 ONE-LINE DIAGRAM AND PANEL SCHEDULES
<br />E400 PATIO HEATER DETAILS
<br />E410 TYPICAL ELECTRICAL DETAILS
<br />E500 TITLE 24 COMPLIANCE FORMS
<br />TITLE 24 COMPLIANCE FORMS
<br />role tNumber. 17-536
<br />Plan Check Number.
<br />E5T2_ TITLE 24 COMPLIANCIET-ORMS
<br />PROJECT DIRECTORY
<br />rzM TITLE 24 COMPLIANCE FORMS
<br />___E5_F4_
<br />TITLE 24 COMPLIANCE FORMS
<br />10/12117 ISSUE FOR PERMIT
<br />---
<br />____EST617DRI E- ELECTRICAL
<br />TENANT: MEP ENGINEERS:
<br />THE HABIT BURGER GRILL 17320 RED HILL AVE. AEDIFICA CASE ENGINEERS
<br />SUITE 140 IRVINE, CA 92614 796 MERUS COURT
<br />P: 949.851.8881 ST. LOUIS, MO 63026
<br />F: 949.852.4650 LUKE WILD
<br />W: WWW.HABITBURGER.COM P 636-349-1600
<br />E: LWILD@AEDIFICA.COM
<br />ARCHITECT:
<br />LINGLE DESIGN GROUP STRUCTURAL ENGINEERS:
<br />158 WEST MAIN STREET AEDIFICA CASE ENGINEERS
<br />LENA, IL 61048 796 MERUS COURT
<br />DREW GOEKE ST. LOUIS, MO 63026
<br />P: 815.369.9155 JEFF LEEKER
<br />E: DREWGOEKE@LINGLEDESIGN.COM P: 636-349-1600
<br />E: JLEEKER@AEDIFICA.COM
<br />RESTAURANT DESIGN CONSULTANT: TRIMARK
<br />RAYGAL FOODSERVICE DESIGN, 92614MENTQUIPCIVIL ENGINEER:
<br />AND SUPPLIES MILESTONE ASSOCIATES IMAGINEERING
<br />2801 MCGAW AVENUE IRVINE, CA 1000 LINCOLN ROAD, STE H202
<br />MIKE BRADY YUBA CITY, CA 95991
<br />P: 949.474.1000 JULIO TINAJERO
<br />E: MBRADY@TRIMARKUSA.COM P: 530-755-4700
<br />W: TRIMARKUSA.COM E: JTINAJERO@MILESTONE-AE.COM
<br />FOOD SERVICE SHEETS - FOR REFERENCE ONLY
<br />FS010 COVER SHEET AND NOTES
<br />FS200 EQUIPMENT PLAN
<br />DEFERRED SUBMITTAL
<br />FS205 EQUIPMENT SCHEDULE
<br />FS21 0 PLUMBING PLAN
<br />FS220 ELECTRICAL PLAN
<br />SEPARATE APPLICATIONS, PLAN CHECKS, AND/OR PERMITS ARE REQUIRED FOR:
<br />1. SIGN AND SIGNAGE
<br />2. FIRE ALARM
<br />3. CIVIL/ LANDSCAPE SITE IMPROVEMENTS
<br />FS230 BUILDING CONDITION PLAN
<br />FS500 EQUIPMENT KEY PLAN & ELEVATIONS
<br />FSH E E T
<br />A
<br />G100
<br />FS510 EQUIPMENT ELEVATIONS
<br />
|