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Standard Abbreviations Sheet Index jmw_ _
<br /> sign
<br /> ABV: Above L: Length A0.0 Cover Sheet
<br /> ACOUS: Acoustical LOA: Length Overall • • Add *ition .
<br /> • A0.1 General NotesWashington
<br /> ADDL: Additional LT: Light _ _ _
<br /> ADH: Adhesive LF: Lineal Feet A0.2 Area Analysis/Accessibility
<br /> LEER Room .1 .
<br /> ADJ: Adjustable LL Live Load sINQE �,� 1 :•1 ::1: 1 :• 1
<br /> AFF: Above Finish Floor LVL: Laminated Veneer Lumber A0.3 ADA standards
<br /> AGG:Aggregate LVR: Louver CORPORATION ' Sacramento,ca.916.980.9165
<br /> AHJ: Authority Having Jurisdiction EEAI.ESLATEDEVELOPMENT&DESIGN � A1.0 Site Plan mwellsdesi n@ mail.com/
<br /> (Building Department) MFR: Manufacturer ' 1 g g
<br /> A/C:Air Conditioning MO: Masonry OpeningZ e n n � at Waterloo Road A l.l Existing Conditions/ Demolition jackmwells@outlook.com
<br /> ALT: Alternate MAX: Maximum LEER CORPORATION/ COPY RIGHT 2 0 24
<br /> ALUM: Aluminum MAS: Masonry
<br /> ANC:Anchor,Anchorage MECH: Mechanic(al) ® A2.0 Floor Plan NOT PUBLISHED.ALL RIGHTS RESERVED BY DESIGNER. DRAWINGS
<br /> AB: Anchor Bolt MC: Medicine Cabinet WILLIAM E LEER AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL
<br /> ANDD: Anodized MED: Medium = A2.1 Roof Plan REMAIN THE PROPERTY OF THE DESIGNER.THEY SHALL NOT BE USED
<br /> ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY
<br /> APX: Approximate MDF: Medium Density Fiberboard A2.2 Schedules AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO
<br /> APT: Apartment MDO:Medium Density Overlay CONSTRUCTION INC
<br /> 3950 East Waterloo Road THE CORRELATION.CONTRACTOR ISR JOB SITE,THE DESIGNER
<br /> WILL AND
<br /> ARCH: Architect(architectural) MBR: Member CORRELATION DIMENSIONS AT THE JOB THE DESIGNER ETL DS,
<br /> BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
<br /> ASPH:Asphalt MMB:Membrane A3.0 Exterior Elevations Existing TECHNIQUES, SEQUENCES OR FOR SAFETY PRECAUTIONS AND
<br /> AUTO: Automatic MTL: Metal PROGRAMS IN CONNECTION WITH THE PROJECT.
<br /> AVE: Avenue MWK:Millwork 182 Alldrin Ct., Ripon, Ca. 95366 Stockton, C o r n l a A3.1 Exterior Elevations- Proposed
<br /> AVR: Average MIN: Minimum
<br /> AWN:Awning MIR: Mirror209.303.6040(0) A4.0 Building/Wall Sections & Details pg� �99T
<br /> M :Miscellaneous Company LLC
<br /> BSMT:Basement MOD:Module
<br /> BM: Beam MLD: Moulding 209.918.7528(office) A5.0 Reflected Ceiling Plan Daryl Jordan P.E.
<br /> BVL: Beveled MLB: Micro Laminate Beam n
<br /> BITUM: Bituminous PO Box 467
<br /> BILK: Block NOM:Nominal S1.0 Foundation Schematic/ Details Mount Hermon,CA 95941
<br /> BLW BelowNIC: Not
<br /> Blocking
<br /> North (209)
<br /> Contract S1.1 Brace Wall Schematic (209) 485-8620
<br /> •
<br /> Boulevard Ns1.2 Roof Framing FESSIO
<br /> TS: Not To Scale COQ ��` J<7R� •
<br /> BTW: Between NO, #:Number t�0 ^/q l •
<br /> BD: Board 52.0 Used
<br /> D
<br /> BOT: Bottom O: Non-Operable Window 52.1 Details Wood
<br /> BLDG:Building Section c�
<br /> BUR: Built Up Roofing OBS: Obscure rrr
<br /> B/O:By Others OC: On Center -'
<br /> BO: Bottom Of OP: Opaque
<br /> mep1.0 Mechanical Schematic
<br /> •
<br /> BR: Bedroom OPG:Opening mepl.l Electrical Schematic `` X036
<br /> OSB: Orientated Strand Board mepl.2 Plumbing Schematic Qj �Q
<br /> CAB: Cabinet OD: Outside Diameter � CIVIC-
<br /> CALC: Calculation � ATE'
<br /> CD: Cabinet Door PMT: Paint(ed) CG 1.1 CALIFORNIA GREEN BUILDING STANDARD SHEET 1 �F CAS
<br /> CG: Corner Guard PBD: Particle Board
<br /> CIP: Cast-In-Place (Concrete) PRT: partition CG 1.2 CALIFORNIA GREEN BUILDING STANDARD SHEET 2
<br /> CL: Centerline PVMT:Pavement CG 1.3 CALIFORNIA GREEN BUILDING STANDARD SHEET 3
<br /> CO: Clean Out PERF: Perforate(d)
<br /> CONTR: Contract(or) PLAS: Plaster date of Issue/revisions:
<br /> COORD: Coordinate PLAM: Plastic Laminate Project Scop e
<br /> CRPT:Carpet PLT: Plate date description
<br /> CIP: cast-In-place PLYWD: Plywood no. P
<br /> CLK: Caulking PCC: Precast Concrete
<br /> CAS: Casement PCF: Pounds Per Cubic Foot Scope of this project includes the construction of a 440 ft2 dining/ADA uni-sex toilet room
<br /> CB: Catch Basin PLF: Pounds Per Linear Foot
<br /> CLG: Ceiling PS F: Pounds Per square Foot addition to the west of the existing facility. Addition shall incorporate foundation, framing,
<br /> CT: Ceramic Tile PSI: Pounds Per Square Inch interior and exterior finishes and mechanical systems.
<br /> CIR: Circle PBF: Prefabricated
<br /> CLR: Clear PRF: Preformed
<br /> COL: Column PT: Pressure Treated i Project Data:
<br /> CONIC: Concrete PL: Property Line \ �
<br /> CMU:Concrete Masonry Unit PH: Toilet Paper Hanger
<br /> CONST: CONSTruction Tenant Im rovement for Waterloo Denny's
<br /> CONT: Continuous QTY: Quantity p Y
<br /> CJT: Control Joint QT: Quarry Tile
<br /> CORR: Corrugated APN # 101-118-032
<br /> CUFT:Cubic Foot RAD: Radius
<br /> CUYD: Cubic Yard REF: Reference Project Address: 3950 East State Route 88 Waterloo Road),
<br /> RFL: Reflect(ed),(ive),(or) 1 ( )
<br /> DP: Dampproofing REFR: Ref Stockton, California 95215
<br /> DTL: Detail REG: Register
<br /> DIA: Diameter RE: Reinforced
<br /> DIM: Dimension REQ'D:Required Legal Jurisdiction: Stockton, California
<br /> DW: Dishwasher RA: Return Air
<br /> DIV: Division REV: Revision Parcel Size: 0.85 AC +/-, 37026 sq.ft.
<br /> DR: Door R: Riser will
<br /> DH: Double Hung RD: Rod Building Occupancy: A-2
<br /> DS: Downspout R&S: Rod and Shelf g p y
<br /> DRWR: Drawer RFG: Roofing
<br /> DT: Drain Tile RM: Room Construction Type: V-B
<br /> DWG:Drawing RO: Rough Opening
<br /> D: Nail Size
<br /> EW: Each Way SCH: Schedule Number of Stories: 1
<br /> E: East SCN: Screen
<br /> EL: Elevation SECT:Section Building Area: Total existing Footprint, approximately 3,296 ft'+/-
<br /> ELEV: Elevation SGD: Sliding Glass Door � O
<br /> Existing Dining room 1,390 ft +/-
<br /> EQ: Equal SHTH:Sheathing • 2
<br /> �� �� Dining Room Addition 440 ft + -
<br /> EXC Equipment SH: Sheet North "Waterloo Road Elevation
<br /> g /
<br /> EXH: Exhaust SI Shelf,Shelving Allowable Height: 60'
<br /> EXH: Exhaust SIM: Similar
<br /> EXIST: Existing SKL: Skylight
<br /> EXT: Exterior S: South
<br /> SLB: Slab Actual Height: 21'-8 +/- (existing roof top screen) O
<br /> FOC: Face of Concrete SLD: Slider(ing) O
<br /> FOF: Face of Finish SPEC:Specification CBC Total Occupant Load: proposed 30 ( 440/15 = 29.33>say 30)+existing dining(1389/15 =
<br /> FOM: Face of Masonry STD Square 92.6>sa 93 93 + kitchen, storage, ect. 1907/200 =9.535> 10 133 total •� O
<br /> FOS: Face of Studs STD: Standard Y ) = g ( ) },
<br /> FOW: Face of Wall STV: Stove •- L
<br /> FBD: Fiberboard STL: Steel Occupancy Load: (per CBC table 1004.1.2)
<br /> FCB: Fiber Cement Board STIR: Structural L
<br /> FGL: Fiberglass SA: Supply Air
<br /> FIN: Finish SC: Solid Core Sprinkler System: yes-existing �, co
<br /> FFE: Finished Floor Elevation SW: Shear Wall 0
<br /> FA: Fire Alarm SS: Stainless Steel Building Codes: 2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA
<br /> FE: Fire Extinguisher SYS: System
<br /> FPL: Fireplace MECHANICAL CODE, 2022 CALIFORNIA ELECTRICAL CODE, 2022 CALIFORNIA PLUMBING < tv cle
<br /> FLSH: Flashing TEL: Telephone CODE, 2022 CALIFORNIA FIRE CODE, 2022 CALIFORNIA ENERGY CODE 2022CALIFORNIA
<br /> FLR: Floor TEMP:Tempered GREEN BUILDING STANDARDS, Accessibility Guidelines, (CAC - Title 24) (ADA) American with 0 M
<br /> FLOR:Fluorescent TK: Tight Knot Disabilities Act of 1990 0 •-
<br /> FT: Foot,Feet T&G:Tongue and Groove L i
<br /> FTG: Footing T/O:Top of
<br /> FND: Foundation TOC: Top of Concrete _ __ VICINITY MAP
<br /> 0FIRM: Fram(d), (ing) TOW:Top of Wall -_---- ----__
<br /> FBO: Furnished by Others TB: Towel Bar __---___--- -- -----_ O (� •�
<br /> FUR: Furred T: Tread ___---- ----__ _
<br /> GA: Ga e,Gauge TYP: Typicalr Steel -------- ---------------------- - ---------------------------------------
<br /> GL:
<br /> -- -- M 1 i:\`3a; / r, �, 1 r ,
<br /> g
<br /> / O
<br /> GAL: Gallon ----_ -
<br /> GL: Glass,Glazing UL: Underwriters Laboratory ___------- ✓ �/� }r
<br /> GI: Galvanized Iron UNF: Unfinished �- �e� �/� N C
<br /> GLBK:Glass Block UNO: Unless Noted Otherwise
<br /> GLB: Glue Laminated BeamCo_ 0
<br /> GT: Grout VB: Vapor Barrier z _ >%% W a-+
<br /> GRD: Grade,Grading VAR: Varnish 100
<br /> GWB:Gypsum Wall Board VIF: Verify In Field a V
<br /> VRN: Veneer
<br /> HWD:Hardware VERT:Vertical - Dennys �i •� LO 0
<br /> HDR: Header VG: Vertical Grain
<br /> 1 Ch V�
<br /> HTG: Heating VIN: Vinyl Sheet •-
<br /> HVAC: Heating,Ventilation-Air -
<br /> 0) Conditioning WL: Wall
<br /> HT: Height WC: Water Closet y 1 eoa�a
<br /> 3 HC: Hollow Core WH: Water Heater l
<br /> _0 HOR: Horizontal WP: Water Proofing \
<br /> HB: Hose Bib WR: Weather Resistant
<br /> WRB: Weather Resistive Barrier
<br /> IN: Inch WWF:Welded Wire Fabric oj ec\ t �y
<br /> O INCL: Include WWM: Welded Wire Mesh p�®
<br /> p ID: Inside Diameter W: West
<br /> O INS: Insulate WIN: Window
<br /> O INT: Interior Flush W/O:Without
<br /> a
<br /> INV: Invert W/:With
<br /> WD: Wood m 'F / �`•` °I I �, 1 ,
<br /> O JNT: Joint West Elevation
<br /> 3 JST: Joist X: Operable Window Section
<br /> KD: Kiln Dried ¢z 1 AI
<br /> A
<br /> KIT: Kitchen
<br /> C)
<br /> LB: PoundV GF
<br /> z % LAM: Lam
<br /> LAV: La altory nate(d) �u� ���� IOI-0 U
<br /> LH: Left Hand y ��`\ ✓' 0
<br /> Z H
<br /> M
<br /> Co
<br /> Symbol Legend General Note Fire Department Notes: � W
<br /> O p fi'LAN Stockton, California W
<br /> O X NORTH a W Q
<br /> ELEVATION MARKER INTERIOR ELEVATIONS) 1. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS FOR 1. SITE ADDRESS BUILDING NUMBERS SHALL BE PLAINLY VISIBLE FROM THE STREET FRONTING 7. TRASH ENCLOSURES/ DUMPSTERS SHALL NOT BE INSTALLED WITHIN 5 FEET OF ANY z U O
<br /> X ELEVATION NUMBER SITE AND BUILDING PRIOR PROCEEDING WITH THE SAID WORK. THE PROPERTY. BUILDING NUMBERS SHALL CONTRAST WITH THEIR BACKGROUNG AND BE COMBUSTIBLE WALLS, OPENINGS, OR COMBUSTIBLE ROOF EAVES, UNLESS PROTECTED BY CONSULTANTS I U o 0
<br /> X SHEET NUMBER X X x ELEVATION NUMBER MINIMUM 12 INCHES IN HEIGHT. AUTOMATIC FIRE SPRINKLERS. �+� V)
<br /> o
<br /> w X SHEET NUMBER 2. CONFLICTS IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION wx o 4
<br /> CD OWNER: CIVIL/STRUCTURAL- ENGINEER: DESIGN: wo n W -44 : o °O
<br /> Ln OF THE DESIGN PROFESSIONAL AND/OR OWNER'S REPRESENTATIVE. a. BUILDING NUMBERS FOR THE REAR BUILDINGS SHALL BE VISIBLE FROM MAIN DRIVE AISLE. 8. AUTHORITY HAVING JURISDICTION: r-lo.
<br /> o� Gulinder Gill W °
<br /> Cn BUILDING NUMBERS TO BE PLACED IN A UNIFORM POSITION ON THE BUILDING FACADE Stockton Fire Department PACWEST CONSULTANT INC. JMWELLS DESIGN o F N
<br /> 3950 East Waterloo Road 109 S Spreading Oak Dr., 713 Washington I'�v W 0 0
<br /> 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER p g
<br /> -� 400 E. Main Street, 4th floor Stockton, California 95386
<br /> MINOR ELEVATION MARKER X SPECIFIC ELEVATION NUMBER SCALED DIMENSIONS. Scotts Valley, Ca. 95066 Kerrville,Texas 78028
<br /> (D X ELEVATION NUMBER b. MAN DOOR ON 'THE REAR OF BUILDING SHALL SHALL HAVE 4"ADDRESS. Stockton, California 95202 209.485.8620 830.890.8808/916.980.9165 s h e e t c o n t e n t s
<br /> 0 X SHEET NUMBER 209.937.8801
<br /> 4. THE DRAWINGS INDICATE LOCATION, DIMENSIONS , AND TYPICAL CONSTRUCTION 2. ALL ABOVE GROUND GAS METERS, REGULATORS, AND PIPING, EXPOSED TO VEHICULAR Cover
<br /> Z -0 DETAILS. THE DRAWINGS DO NOT ILLUSTRATES EVERY DETAILS. WORK NOT PARTICULARLY CONTRACTOR: DEVELOPER:
<br /> - -ELEVATION MARKER DAMAGE SHALL BE PROTECTED IN APPROVED MANNER. Fire Prevention
<br /> O DETAILED,SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. Toor Construction LEER CORPORATION
<br /> 345 EI Dorado Street 351 Tenaya Dr, Ste D, 278 REECE COURT
<br /> U BUILDING/ WALL SECTION 3. FIRE SUPPRESSION SYSTEMS: ALL BUILDINGS MUST BE PROTECTED BY AN APPROVED Stockton, California 95202
<br /> 5. DO NOT SUBSTITUTE, REVISE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF MONITORED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE TO NFPA 13, CFRC, CBC, 209.937.8271 Modesto, CA 95354. RIPON, CA 95366
<br /> X ELEVATION NUMBER WALL TAO THE DESIGN PROFESSIONAL. AND MUNICIPALITY HAVING JURISDICTION. (209)495-0743
<br /> Z X SHEET NUMBER
<br /> 0 WINDOW/LOUVER 6. ALL DIMENSIONS, WHEN SHOWN IN THE DESIGN DOCUMENTS, ARE TO FACE OF STUDS MECHANICAL: ELECTRICAL: PLUMBING:
<br /> project no
<br /> U 4. FIRE SUPPRESSION APPROVAL: PLANS AND SPECIFICATIONS FOR FIRE SUPPRESSION 24.101
<br /> fl) XX UNLESS NOTED OTHERWISE. Created Heating and Cooling James Hayden Electric EJ Plumbing drawn by
<br /> TAO SYSTEMS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. IF 2216 Snyder w WALL SECTION/ DETAIL yder Ave. PO Box 356 2310 Fay Drive
<br /> LU
<br /> WORK DIFFERS FROM APPROVED PLANS, A SET OF"AS BUILT"SHALL BE SUBMITTED TO THE FIRE jw
<br /> J X SECTION/ DETAIL NUMBER DOOR TAG 7. NOTES ARE AN AID TO THE CONTRACTOR IN UNDERSTANDING THE WORK AND SHOULD Modesto, Ca. 95356 Danaire, Ca. 95316 Arwater, Ca. 95301 checked by
<br /> c i 6 SHEET NUMBER XX DEPARTMENT PRIOR TO FINAL INSPECTION. lic # 974610 lic # 984282 lic # 683610 JMW/DL
<br /> X NOT BE CONSTRUED AS BEING COMPLETE IN EVERY DETAIL. IT IS THE RESPONSIBILITY OF THE
<br /> 0 project architect
<br /> Z CONTRACTOR TO BECOME THOROUGHLY FAMILIAR WITH THE WORK, AND REPORT ALL 5. INSPECTIONS: FIRE PROTECTED SYSTEMS (FIRE HYDRANT, WATER MAINS, Etc.) SHALL BE _
<br /> �- ENGINEERING PENDING
<br /> REVISION I ON DELTA DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL CONDITIONS TO INSTALLED, TESTED AND APPROVED BY CITY PRIOR TO THE ISSUANCE OF ANY BUILDING
<br /> 3
<br /> XX THE DESIGN PROFESSIONALS. PERMITS. THE FIRE DEPARTMENT SHALL WITNESS ALL SYSTEMS AND ACCEPTANCE TEST. STRUCTURAL DISCLAIMER:
<br /> Q PROVIDE 24 HOUR NOTICE PRIOR TO ANY SYSTEM OR ACCEPTANCE TEST. 209-456-8340. JMWELLS DESIGN is not a engineering firm. The Structural design/system and and/or elements,either noted or implied,are for eg neral plot date 06242024
<br /> guideline purposes only. These drawings have not been reviewed by a licensed Structural Engineer, (unless an official stamp of an
<br /> Nlicensed engineer appears on these drawings). it is the responsibility of the owner and General Contractor to obtain the services of a sheet number
<br /> 6. A FIRE DEPARTMENT APPROVED"KEY LOCK BOX"SHALL BE PROPERLY INSTALLED NEAR THE licensed Structural Engineer to review these drawings prior rf construction. By accepting these drawings,JMWELLS Designer/Jack Wells is /
<br /> released from all liability for any mechanical defects and/or failures.
<br /> E L MAIN ENTRANCE. A 3200 SERIES LOCK BOX CAN BE ORDERED ONLINE DIRECTLY FROM
<br /> BVI DETAIL SECTION MEP DISCLAIMER:
<br /> KNOXBOX.COM. CONTACT FIRE MARSHALL FOR ADDITION INFORMATION. KNOXBOX JMWELLS DESIGN is not a engineering firm. The Mechanical/Electrical and Plumbing design/system and and/or elements,either noted or
<br /> U X SECTION/ DETAIL NUMBER GRID LINE
<br /> O o � - ( G ) - - SHALL BE MOUNTED 7'ABOVE FINISHED SIDEWALK. implied,are for general guideline purposes only. These drawings have not been reviewed by a licensed Mechanical (MEP) Engineer, A090
<br /> C) � X SHEET NUMBER (unless an official stamp of an licensed engineer appears on these drawings). it is the responsibility of the owner and General Contractor
<br /> a) to obtain the services of a licensed Mechanical(MEP)and/or Subcontractor to review these drawings prior to construction. By accepting Cover
<br /> 0 these drawings,JMWELLS Designer/Jack Wells is released from all liability for any mechanical defects and/or failures. f -
<br />
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