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DATE:
<br />SCALE:
<br />Adan MoralesDRAFTER:
<br />PERMIT No
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<br />DESIGN - PLANNING - PERMIT
<br />7469 Foothill Blvd, Tujunga,
<br />CA 91042
<br />Cel: (323) 516-5846
<br />Email: info@arkitpp.com
<br />info@arkitpp.com
<br />Office Hours
<br />Monday - Friday: 8:00am to 6:00 pm
<br />THIS DESIGN AND
<br />DRAWINGS, ARE COPYRIGHT
<br />PROTECTED AND ARE THE
<br />EXCLUSIVE PROPERTY OF
<br />ARKIT PLANS & PERMIT,
<br />THEY SHALL BE NO USED,
<br />MODIFIED DUPLICATED IN
<br />WHOLE OR IN ANY MANNER,
<br />NOR ASSIGNED TO A THIRD
<br />PARTY WITHOUT THE
<br />WRITTEN AUTHORIZATION
<br />OF ARKIT PLANS & PERMIT.
<br />1
<br />REVISIONS
<br />SYMB DESCRIPTIONS DATE
<br />REVISION
<br />OWNER: Gustavo Valencia / Yannet Leal
<br />ADDRESS: 2223 S Rene Dr,
<br />Santa Ana, CA 92704
<br />PROPOSED FOR:
<br />PROJECT
<br />MANAGEMENT:Rafael Estevez
<br />AS SHOWN
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<br /> Approval stamp
<br />FEB 5 2026
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<br /> GENERAL NOTES
<br /> 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS
<br /> AND CONDITIONS AND SHALL REPORT ALL DISCREPANCIES TO
<br /> THE DESIGN CONSULTANTS PRIOR TO COMMENCING WORK.
<br /> 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE UNIFORM
<br /> BUILDING CODE, LATEST EDITION AND OR APPLICABLE LOCAL
<br /> CODES AND REGULATIONS.
<br /> 3. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL
<br /> COMPONENTS ARE IN PLACE. THE CONTRACTOR IS RESPONSIBLE
<br /> FOR PROVIDING TEMPORARY BRACING AS REQUIRED TO ENSURE
<br /> THE VERTICAL AND LATERAL STABILITY OF THE ENTIRE
<br /> STRUCTURE OR A PORTION THEREOF DURING CONSTRUCTION.
<br /> 4. PROVIDE OPENINGS AS REQUIRED FOR TYPICAL DETAILS,
<br /> MECHANICAL AND ELECTRICAL EQUIPMENT, VENTS, DUCTS ETC.,
<br /> INCLUDING THOSE NOT SPECIFICALLY SHOWN ON THE DRAWINGS.
<br /> 5. GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL
<br /> TRADES, INCLUDING ADVISING ALL TRADES OF FEATURES OF
<br /> CONSTRUCTION, PROVIDING BLOCKS, HOLES, DEPRESSIONS, ETC.,
<br /> AS REQUIRED TO COMPLETE THE JOB. REFER TO DRAWINGS FOR
<br /> SLAB DEPRESSIONS, SLOPES, CURBS, DRAINS, OPENINGS, ETC.
<br /> 6. GENERAL CONTRACTOR IS TO BUILD AND MAINTAIN A
<br /> CONSTRUCTION BARRICADE; [ ALL NECESSARY LIGHTS, SIGN,
<br /> ETC., IF REQUIRED. ] FOR PROTECTION OF THE PUBLIC AS
<br /> DIRECTED BY THE LOCAL BUILDING DEPARTMENT.
<br /> 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
<br /> OR REPAIR, WITHOUT CHARGE, FOR ANY DAMAGE CAUSED BY HIM
<br /> OR HIS SUBCONTRACTORS.
<br /> 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
<br /> TO UNDERGROUND UTILITIES ENCOUNTERED IN AREAS WHERE
<br /> EXCAVATIONS ARE INDICATED AND SHALL REPAIR ANY SUCH
<br /> DAMAGE AT HIS OWN EXPENSE. WHERE UTILITY LINES MUST BE
<br /> MAINTAINED UNDER BUILDING, THEY SHALL BE PROPERLY
<br /> SLEEVED THROUGH FOUNDATION WALLS. FOOTINGS SHALL BE
<br /> DROPPED TO A DEPTH BELOW UTILITY LINES AS REQUIRED BY
<br /> DETAILS ON DRAWINGS, i. e. PRESSURE ZONE PROXIMITY, SLEEVE
<br /> LOCATION, STEPS, REINFORCING, ETC.. ALL AT NO ADDITIONAL
<br /> COST TO OWNER.
<br /> 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN
<br /> AND PAY FOR ALL REQUIRED PERMITS PRIOR TO THE START OF
<br /> CONSTRUCTION.
<br /> 10. NO STRUCTURAL CHANGES FROM THE APPROVED PLANS
<br /> SHALL BE MADE IN THE FIELD UNLESS PRIOR TO MAKING SUCH
<br /> CHANGES, WRITTEN APPROVAL IS OBTAINED. IF CHANGES ARE
<br /> MADE WITHOUT WRITTEN APPROVAL, SUCH CHANGES SHALL BE
<br /> THE LEGAL AND FINANCIAL RESPONSIBILITY OF THE CONTRACTOR
<br /> TO REPLACE OR REPAIR THE CONDITION.
<br /> 11. ALL CONCRETE AND / OR DECORATIVELY PAVED WALKS SHALL
<br /> SLOPE AWAY FROM BUILDING, 1/8" PER FOOT OF WIDTH MINIMUM.
<br />
<br /> 12. ALL CONTRACTORS TO PROVIDE LIABILITY INSURANCE AND
<br /> WORKERS COMPENSATION BENEFITS IN ACCORDANCE WITH
<br /> STATE LAW FOR ALL WORKERS AND AGENTS WHO WILL BE ON
<br /> THE SITE AT ANY TIME WHILE PERFORMING WORK ON THIS
<br /> PROJECT.
<br /> 13. ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE
<br /> AND FEDERAL CODES, ORDINANCES AND ANY APPLICABLE
<br /> AMENDMENTS.
<br /> 14. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AND
<br /> SHALL NOTIFY DESIGN CONSULTANTS OF ANY AND ALL
<br /> DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION.
<br /> 15. CONTRACTOR SHALL REPORT ANY DEFECTS, DISCREPANCIES,
<br /> PROBLEMS OR UNCERTAINTIES TO THE DESIGN CONSULTANTS
<br /> FOR RESOLUTION PRIOR TO COMMENCING CONSTRUCTION.
<br /> 16. ALL DEBRIS, EXCESS MATERIAL, ETC., IS TO BE REMOVED BY
<br /> THE CONTRACTOR BY THE END OF THE JOB. JOB TO BE LEFT
<br /> SUFFICIENTLY CLEAN AS TO WARRANT OWNERS APPROVAL.
<br /> 17. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS,
<br /> FEES AND INSPECTIONS AS MAY BE REQUIRED FOR COMPLETION
<br /> OF THE JOB AS PER ALL GOVERNING AGENCIES.
<br /> 18. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE
<br /> BEST STANDARDS OF EACH PARTICULAR TRADE.
<br /> 19. CONTRACTOR TO PROVIDE COST ESTIMATE FOR ALL WORK
<br /> SHOWN ON DRAWINGS AND WORK NORMALLY REQUIRED TO
<br /> CARRY OUT DESIGN INTENT OF THESE DRAWINGS.
<br /> 20. INTERIOR CONCRETE SLABS SHALL BE POURED LEVEL (
<br /> UNLESS OTHERWISE INDICATED ) 1/8* TOLERANCE ON A 10'-0"
<br /> EDGE IN ANY GIVEN DIRECTION.
<br /> 21. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED
<br /> OTHERWISE.
<br /> 22. DRAWING ARE NOT TO BE SCALED, WORK SHALL BE
<br /> GOVERNED BY DIMENSION ONLY. DISCREPANCIES BETWEEN THE
<br /> DRAWINGS AND / OR THE EXISTING SITE CONDITIONS SHALL BE
<br /> BROUGHT TO THE ATTENTION OF THE DESIGN CONSULTANTS
<br /> IMMEDIATELY.
<br /> 23. ALL GLASS AND GLAZING SHALL COMPLY WITH THE
<br /> REQUIREMENTS OF THE FEDERAL DESIGN CONSULTANTSURAL
<br /> GLAZING STANDARDS AND NEW STATE REGULATIONS.
<br /> 24. ALL BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY
<br /> ROOMS AND SIMILAR ROOMS SHALL BE PROVIDED WITH NATURAL
<br /> VENTILATION BY MEANS OF OPEN ABLE EXTERIOR OPENINGS
<br /> WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA OF
<br /> THE ROOM ( MINIMUM 1 1/2 SQ. FT. ). APPROVED FAN EXHAUST
<br /> SYSTEMS, CONNECTED TO THE OUTSIDE, MAY BE SUBSTITUTED
<br /> FOR NATURAL VENTILATION. THE FAN EXHAUST SYSTEM SHALL BE
<br /> DESIGN AND OPERATED SO AS TO PROVIDE A COMPLETE CHANGE
<br /> OF AIR EVERY TWELVE MINUTES.
<br />SECURITY PROVISIONS NOTES
<br />PROVIDE DETAILS AND SPECIFICATIONS FOR ALL
<br /> SWINGING DOORS IN SECURITY OPENINGS IN
<br /> ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:
<br /> 1. WOOD FLUSH-TYPE DOORS SHALL BE 1 3/8" THICK
<br /> MINIMUM WITH SOLID CORE CONSTRUCTION OR
<br /> 2. HOLLOW CORE DOORS LESS THAN 1 3/8" IN
<br /> THICKNESS COVERED ON THE INSIDE FACE WITH 16
<br /> GAUGE SHEET METAL ATTACHED WITH SCREWS AT 6" ON
<br /> CENTERS AROUND THE PERIMETER OR EQUIVALENT OR
<br /> 3. WOOD PANEL TYPE DOORS WITH PANELS
<br /> FABRICATED OF LUMBER NOT LESS THAN 9/16 INCH
<br /> THICKNESS, PROVIDED SHAPED PORTIONS OF THE
<br /> PANELS ARE NOT LESS THAN 1/4 INCH NICK. INDIVIDUAL
<br /> PANELS SHALL NOT EXCEED 300 SQ. FT. IN AREA. STILES
<br /> AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS
<br /> WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8
<br /> INCHES IN WIDTH. MULLIONS SHALL BE CONSIDERED A
<br /> PART OF ADJACENT PANELS, UNLESS SIZED AS
<br /> REQUIRED HEREIN FOR STILES AND RAILS EXCEPT
<br /> MUWONS NOT OVER 18 INCHES LONG MAY HAVE AN
<br /> OVERALL WIDTH OF NOT LESS THAN 2 INCHES. CARVED
<br /> AREAS SHALL HAVE A THICKNESS OF NOT LESS THAN 3/8
<br /> INCHES.
<br /> 4. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK
<br /> WHEN THE DOOR IS IN THE CLOSED POSITION, SHALL BE
<br /> FULLY TEMPERED GLASS OR APPROVED BURGLARY
<br /> RESISTANT MATERIAL, OR SHALL BE PROTECTED BY
<br /> METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM
<br /> OPENING OF 2". THE PROVISIONS OF THIS SECTION
<br /> SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH
<br /> DO NOT EXCEED 2¡ IN THEIR GREATEST DIMENSIONS.
<br /> 91.6720
<br /> 5. DOOR STOPS OF IN-SWINGING DOORS SHALL BE
<br /> OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR
<br /> JOINED BY RABBET TO THE JAMB.
<br /> 6. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE
<br /> FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS
<br /> CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN
<br /> ADDITION, THEY SHALL HAVE MINIMUM 1/4" DIAMETER
<br /> STEEL JAMB STUD WITH 1/4" MINIMUM PROTECTION
<br /> UNLESS THE HINGES ARE SHAPED TO PREVENT
<br /> REMOVAL OF THE DOOR IF THE HINGE PINS ARE
<br /> REMOVED.
<br /> 7. THE STRIKE PLATE FOR LATCHES AND THE
<br /> HOLDING DEVICE FOR PROTECTING DEADBOLTS IN
<br /> WOOD CONSTRUCTION SHALL BE SECURED TO THE
<br /> JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS
<br /> THAN 2 1/2" IN LENGTH. 91.6711(6) 8. SPECIFY DEADBOLTS
<br /> WITH HARDENED INSERTS; DEADLOCKING LATCH
<br /> KEY-OPERATED LOCKS ON EXTERIOR; LOCKS OPEN
<br /> ABLE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL
<br /> EFFORT ON INTERIOR; AND TYPE THROW, AND
<br /> EMBEDMENT OF DEADBOLTS FOR SINGLE SWINGING
<br /> DOOR, ACTIVE LEAF OR PAIRS OF DOORS, OR BOTTOM
<br /> LEAF OF DUTCH DOOR.
<br />9. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM
<br /> THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN
<br /> 5/8". 91.6711 (8)
<br /> 10. A HOOK-SHAPED OR AN EXPANDING-LUG
<br /> DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4".
<br /> 91.6711 (8)
<br /> 11. CYLINDER GUARDS SHALL BE INSTALLED ON
<br /> CYLINDER LOCKS WHENEVER THE CYLINDER PROTECTS
<br /> BEYOND THE FACE OF THE DOOR OR IS OTHERWISE
<br /> ACCESSIBLE TO GRIPPING TOOLS. 91.6711 (F)
<br /> 12. SHOW MEANS OF SECURING INACTIVE LEAF OF
<br /> DOUBLE DOOR AND UPPER LEAF OF DUTCH DOOR.
<br /> 91.6711 (C) 13. SUDING GLASS DOORS AND WINDOWS
<br /> SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL
<br /> BE SO CONSTRUCTED AND INSTALLED THAT THEY
<br /> REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO
<br /> THE TEST SPECIFIED IN 91.6731 AND 91.6732
<br /> 14. SUDING DOORS AND WINDOWS SHALL BE
<br /> PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF
<br /> THE MOVING PANEL TO PROHIBIT RAISING AND
<br /> REMOVING OF THE MOVING PANEL IN THE CLOSED OR
<br /> PARTIALLY OPEN POSITION.
<br /> 15. LOUVERED WINDOWS SHALL BE PROTECTED BY
<br /> METAL BARS GRILLS WITH OPENINGS THAT HAVE AT
<br /> LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE
<br /> CONSTRUCTED TO PRECLUDE HUMAN ENTRY. 91.6722 (C)
<br /> 16. ANY RELEASE FOR METAL BARS, GRILLS, GRATES
<br /> OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE
<br /> HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED
<br /> ON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST
<br /> 24 INCHES FROM THE CLOSES OPENING THROUGH SUCH
<br /> METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES
<br /> THAT EXCEEDS TWO INCHES IN ANY DIMENSION. 91.6722
<br /> (D)
<br /> 17. IN 8-2, B-4 OCCUPANCIES, PANES OF GLAZING
<br /> WITH A LEAST DIMENSION GREATER THAN 6" BUT LESS
<br /> THAN 48" SHALL BE FULLY TEMPERED GLASS OR
<br /> APPROVED BURGLAR - RESISTANT MATERIAL OR SHALL
<br /> BE PROTECTED BY METAL BARS OR GRILLS WITH
<br /> OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6"
<br /> OR LESS. 91.6721
<br /> 18. OTHER OPEN ABLE WINDOWS SHALL BE PROVIDED
<br /> WITH SUBSTANTIAL LOCKING DEVICES. IN G
<br /> OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS,
<br /> BOLTS, CROSS-BARS, AND/OR PADLOCKS WITH MINIMUM
<br /> 9/32" HARDENED STEEL SHACKLES AND BOLTED,
<br /> HARDENED STEEL HASPS.
<br /> 19. PROVIDE DETAILS AND SPECIFICATIONS FOR THE
<br /> PROTECTION OF SECURITY OPENINGS OTHER THAN
<br /> DOORS OR GLAZED OPENINGS PER 91.6723
<br /> 20. SCREENS, BARRICADES, OR FENCES MADE OF
<br /> MATERIAL WHICH PRECLUDE HUMAN CLIMBING SHALL BE
<br /> PROVIDED AT EVERY PORTION OF EVERY ROOF,
<br /> BALCONY, OR SIMILAR SURFACE WHICH IS WITHIN 8' OF
<br /> THE UTILITY POLE OR SIMILAR STRUCTURE.
<br />ENERGY CONSERVATION STANDARD NOTES
<br />1. THE BUILDING DESIGN MEETS THE REQUIREMENTS OF 'TILE 24,
<br /> PART 2, CHAPTER 2 - 53.
<br /> 2. INSULATION INSTALLER SHALL POST IN A CONSPICUOUS
<br /> LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE
<br /> INSTALLER AND BUILDER STATING THAT THE INSTALLATION
<br /> CONFORMS WITH THE REQUIREMENTS OF TILE 20, CHAPTER 2,
<br /> SUBCHAPTER 4, ARTICLE 3.
<br /> 3. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE
<br /> MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY
<br /> STANDARDS FOR INSULATING MATERIAL.
<br /> 4. DOORS AND WINDOWS BETWEEN CONDITIONED AND OUTSIDE
<br /> OF UNCONDITIONED SPACES SUCH AS GARAGES AND
<br /> COMPARTMENTS FOR CENTRAL AIR GAS FURNACES SHALL BE
<br /> FULLY WEATHER STRIPPED.
<br /> 5. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED
<br /> AND LABELED IN COMPLIANCE WITH THE APPROPRIATE
<br /> INFILTRATION STANDARDS.
<br /> 6. CAULK PLUMBING AND ELECTRICAL PENETRATIONS, ALL
<br /> WINDOW AND DOOR FRAMES, BETWEEN WALL SOLE PLATES AND
<br /> FLOORS AND ALL OTHER OPENING IN THE ENVELOPE.
<br /> 7. A NIGHT SETBACK THERMOSTAT SHALL BE INSTALLED.
<br /> 8. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED
<br /> PER CHAPTER 10 OF 1976 UMC.
<br /> 9. 25 LUMENS / WATT EFFICIENCY SHALL BE PROVIDED FOR
<br /> GENERAL LIGHTING IN KITCHENS AND BATHROOMS (
<br /> FLUORESCENT LIGHTS ).
<br /> 10. ALL OPENINGS ( DOORS AND WINDOWS ) SHALL BE PROPERLY
<br /> WEATHER-STRIPPED, CERTIFIED, AND LABELED.
<br /> 11. BACK DRAFT DAMPERS FOR ALL EXHAUST AND FAN SYSTEMS
<br /> SHALL BE PROVIDED.
<br /> 12. A R-12 EXTERIOR BLANKET SHALL BE PROVIDED FOR HOT
<br /> WATER HEATER AND SOLAR TANKS.
<br /> 13. R-3 INSULATION SHALL BE PROVIDED FOR THE FIRST FIVE FEET
<br /> OF THE WATER HEATER OUTLET PIPE.
<br /> 14. ALL WATER HEATING AND SPACE CONDITIONING EQUIPMENT,
<br /> SHOWER HEADS AND FAUCETS SHALL BE C.E.C. CERTIFIED.
<br /> 15. MASONRY AND FACTORY BUILT FIREPLACES SHALL BE
<br /> INSTALLED WITH TIGHT FITTING CLOSE ABLE METAL OR GLASS
<br /> DOORS, OUTSIDE AIR INTAKE WITH DAMPER, AND FLUTE
<br /> DAMPERS. CONTINUOUS BURNING GAS PILOTS ARE PROHIBITED.
<br /> 16. ALL STEAM AND STEAM CONDENSATE RETURN PIPING AND ALL
<br /> CONTINUOUSLY CIRCULATING DOMESTIC HEATING OR HOT
<br /> WATER PIPING SHALL BE INSULATED AS REQUIRED BY THE
<br /> PLUMBING DIVISION.
<br /> ABBREVIATION LIST
<br /> ABV Above
<br /> AFF Above Finish Floor
<br /> AC or Acst Acoustic
<br /> AC PLAST Acoustical Plaster
<br /> AC Air conditioner
<br /> AL or ALUM Aluminum
<br /> AD Area drain
<br /> @ At
<br /> AVG Average
<br /> BM Beam
<br /> BLKG Blocking
<br /> BD Board
<br /> BR Brass
<br /> BRZ Bronze
<br /> BLDG. Building
<br /> BLTÑIN BuiltÑin
<br /> CAB Cabinet
<br /> CB Ceiling
<br /> CL Center line
<br /> CM Centimeter
<br /> CER Ceramic
<br /> CLR Clear
<br /> CW Cold water
<br /> COL Column
<br /> CONC Concrete
<br /> CMU Concrete masonry unit
<br /> CONST Construction
<br /> CONT Continuous
<br /> CONIR Contractor
<br /> DEMO Demolition
<br /> DIET Detail
<br /> DIA Diameter
<br /> DIM Dimension
<br /> DW Dishwasher
<br /> DR Door
<br /> DBL Double
<br /> DG Double glazed
<br /> DSG Double strength gloss
<br /> DF Douglas fir
<br /> DS Downspout
<br /> DWR Drawer
<br /> DWG Drawing
<br /> DF Drinking fountain
<br /> EA Each
<br /> ELEC Electrical
<br /> EWC Electric water cooler
<br /> EL or ELEV Elevation
<br /> EQ Equal
<br /> EQUIP Equipment
<br /> EST Estimate
<br /> EXH Exhaust
<br /> EXIST Existing
<br /> EXP JT Expansion joint
<br /> EXT Exterior
<br /> FAB Fabricate
<br /> FOS Face of studs
<br /> ' or FT Feet
<br /> FIN Finish
<br /> FF Finish floor
<br /> FAO Finish all ove
<br /> FP Fireproof
<br /> FG Fix glass
<br /> FL Floor
<br /> FD Floor drain
<br /> FL JT Floor joint
<br /> FLOUR Fluorescent
<br /> FTG Footing
<br /> FAU Forced air unit
<br /> FRMG Framing
<br /> FURN Furnish
<br /> GI Galvanized iron
<br /> GAR DISP Garbage disposal
<br /> GEN'L Gloss
<br /> GR Grade
<br /> GYP BD Gypsum board
<br /> HDW Hardware
<br /> HDWD Hardwood
<br /> HDR Header
<br /> HTR Heater
<br /> HT or HGT Height
<br /> HC Hollow core
<br /> HOR or HORIZ Horizontal
<br /> HW Hot water
<br /> HR Hour
<br /> " or IN Inch
<br /> INSUL Insulation
<br /> INT Interior
<br /> JT Joint
<br /> JÑBOX or JB Junction box
<br /> LAM Laminated
<br /> LAV Lavatory
<br /> LT Light
<br /> LTG Lighting
<br /> LTWT Lightweight
<br /> LIN Linen
<br /> LINO Linoleum
<br /> MFG Manufacture
<br /> MFD Manufactured
<br /> MRB Marble
<br /> MAS Masonry
<br /> MO Masonry opening
<br /> MR Material
<br /> MAX Medicine cabinet
<br /> MECH Mechanical
<br /> MTL Metal
<br /> M Meter
<br /> MIN Minimum
<br /> MISC Miscellaneous
<br /> MTD Mounted
<br /> MULL Mullion
<br /> NAT Natural
<br /> NOM Nominal
<br /> NIC Not in contract
<br /> # or NO Number
<br /> OC On center
<br /> OPG Opening
<br /> OPP Opposite
<br /> OS Overflow scupper
<br /> PTN Partition
<br /> PLAS Plaste
<br />LEGEND
<br /> PL LAM Plastic laminate
<br /> PL Plate
<br /> PLBG Plumbing
<br /> PLYWD Plywood
<br /> P/L Property line
<br /> QTY Quantity
<br /> QT Quarry tile
<br /> R Radius
<br /> REF Reference
<br /> REFRG Refrigerator
<br /> REINF Reinforced
<br /> RMV Remove
<br /> REQD Required
<br /> REV Revision
<br /> R Roof drain
<br /> RM Room
<br /> RGH OPNG Schedule
<br /> SECT Section
<br /> SHTG Sheothing
<br /> SH Sheet
<br /> S & P Shelf and pole
<br /> SHOW Shower
<br /> SIM Simular
<br /> SL Sliding
<br /> SD Smoke detector
<br /> SC Solid core
<br /> SPECS Specifications
<br /> SQ FT Square feet
<br /> SQ IN Square inches
<br /> S ST Stoinless steel
<br /> STD Standard
<br /> ST Steel
<br /> STRL Structural
<br /> SUSP Suspended
<br /> SYS System
<br /> TEL Telephone
<br /> TEMP Temperature
<br /> T & G Tongue and groove
<br /> TC Top of curve
<br /> TP Top of pavement
<br /> TR Tread
<br /> TYP Typical
<br /> UNF Unfinished
<br /> UR Urinal
<br /> VTR Vent through roof
<br /> VIF Verify in the field
<br /> VERT Vertical
<br /> VGDF Vertical grain Douglas fir
<br /> VTILE Vinyl tile
<br /> WCT Water closet
<br /> WH Water heater
<br /> WP Waterproof
<br /> WT Weight
<br /> W Width
<br /> W / With
<br /> W / 0 Without
<br /> WD Wood
<br /> WI Wrought iron
<br /> YD Yard
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