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<br />3578 30th Street
<br />V. 619.236.0595
<br />San Diego, CA 92104
<br />MEMBER
<br />www.mpa-architects.com
<br />AMERICAN INSTITUTE OF ARCHITECTS
<br />F. 619.236.0557
<br />CLIENT
<br />PROJECT
<br />DATENO.
<br />REVISIONS
<br />DESCRIPTION
<br />AS NOTED
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<br />DRAWN BY:
<br />DATE:
<br />JP
<br />JR
<br />24190
<br />PROJECT NO:
<br />CHECKED BY:
<br />SHEET TITLE
<br />SCALE:
<br />SHEET NUMBER:
<br />DATABASE:
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<br />1-23-25
<br />24190.DWG
<br />CEC BUILDERS
<br />cecbuilders1@gmail.com
<br />P: 303.842.6645
<br />ROBERT BARILE
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<br />18723 VIA PRINCESSA, STE 321
<br />SANTA CLARITA, CA 91387
<br />LICENSED ARCHITECT
<br />STATE O OFCALIFRNIA
<br />NHOJ
<br />R UMSEY
<br />C26819
<br />Exp. 3-31-2025
<br />R1.0
<br />REFERENCE SHEET
<br /> 1. GENERAL:
<br />PAINTING
<br /> ONE COAT ENAMEL.
<br /> ARCHITECTURAL DRAWINGS:
<br /> OTHERWISE NOTED.
<br /> DRAWINGS.
<br /> A. PAINT AND STAIN AS SPECIFIED ON THE FINISH SCHEDULE AND NOTED
<br /> OF CONTIGUOUS MATERIAL, UNLESS OTHERWISE NOTED ON THE
<br /> B. PAINT ALL FLASHING VISIBLE FROM PUBLIC AREAS TO MATCH COLOR
<br /> GRADE DOORS) OR CLEAN WOOD STAIN AS NOTED PLUS TWO
<br /> (e) INTERIOR DOORS: TWO COATS SEMIGLOSS ENAMEL (PAINT
<br /> SEMIGLOSS ENAMEL SHALL BE APPLIED TO WALLS AND CEILING.
<br /> LATEX EXCEPT TOILET ROOMS WHEN TWO COATS WASHABLE
<br /> (d) INTERIOR GYPSUM WALL BOARD: TWO COATS WASHABLE FLAT
<br /> PURSUANT TO MANUFACTURER'S SPECIFICATIONS UNLESS
<br /> (c) EXTERIOR AND INTERIOR WOOD: OLYMPIC STAIN APPLIED
<br /> ONE COAT ENAMEL APPLIED AT JOB AFTER INSTALLATION.
<br /> (b) INTERIOR METAL: ONE COAT PRIMER APPLIED AT SHOP, PLUS
<br /> ONE COAT PRIMER APPLIED AT JOB AFTER INSTALLATION AND
<br /> (a) EXTERIOR METAL: ONE COAT PRIMER APPLIED AT SHOP, PLUS
<br /> APPLIED AS FOLLOWS UNLESS OTHERWISE SPECIFIED ON THE
<br /> ON THE DRAWINGS SHALL BE OF A NON-LEAD BASE AND SHALL BE
<br /> COATS OF VELVET LACQUER (STAIN GRADE DOORS).
<br /> 7. CONDUIT:
<br /> ROOF.
<br /> FASTENERS.
<br /> 9. RECEPTACLES:
<br /> 8. OUTLET BOXES:
<br /> SCREWS.
<br /> 5242-IV.
<br /> TYPE.
<br /> CONSTRUCTION.
<br /> DRAWINGS.
<br />D.
<br />AND PAY FEES NECESSARY FOR THE COMPLETION OF HIS WORK.
<br />THE PLUMBING CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS
<br /> FIXTURES AND DRAINS SHOWN INCLUDING STUB OUTS FOR FIXTURES
<br /> E. PROVIDE AND CONNECT DOMESTIC WATER AND WASTE LINES TO ALL
<br /> REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK
<br /> EQUIPMENT, AND ACCESSORIES NOT SPECIFICALLY IDENTIFIED, BUT
<br /> C. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
<br /> INFORMATION IS FOR REFERENCE ONLY AND MUST BE VERIFIED.
<br /> METERS, AND SIMILAR ELEMENTS SHOWN ON THE DRAWINGS. THIS
<br /> MAIN/LATERALS, WATER MAINS/LATERALS, WATER METERS, GAS
<br /> LOCATION AND EXISTENCE OF ANY SEWER MAINS/LATERALS, GAS
<br /> B. IT IS THE PLUMBING CONTRACTORS RESPONSIBILITY TO VERIFY
<br /> THESE NOTES FOR MORE SPECIFIC INFORMATION REGARDING THESE
<br /> LOCAL GOVERNING AGENCIES. SEE A.D.A./TITLE 24 SECTION OF
<br /> THE UNIFORM PLUMING CODE, TITLE 24, A.D.A., AND ALL OTHER
<br /> A. PLUMBING: ALL PLUMBING SHALL COMPLY WITH THE REQUIREMENTS OF
<br /> FURNISHED BY OTHERS INCLUDING, BUT NOT LIMITED TO HVAC
<br /> F. PROVIDE AND CONNECT GAS LINES AND SERVICE TO EQUIPMENT TO BE
<br /> SHOWN DOTTED ON THE DRAWINGS.
<br /> AS INDICATED ON THE DRAWINGS.
<br /> EQUIPMENT.
<br /> 1. GENERAL REQUIREMENTS:
<br /> REQUIREMENTS.
<br />PLUMBING
<br /> BE IVORY IN COLOR.
<br /> LIGHTS AND WARNING SIGNS, ETC. AS REQUIRED TO PROTECT THE PUBLIC,
<br /> EMPLOYEES ABOUT THE BUILDING SITE, PROPERTY AND EQUIPMENT DURING
<br /> ETC., SHALL BE IN ACCORDANCE WITH ACCEPTABLE STANDARD PRACTICE
<br /> TYPEWRITTEN DIRECTORY ON ALL SWITCHBOARD, PANELBOARDS, AND LOAD
<br /> CENTER. ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH THE MINIMUM
<br /> INTERRUPTED RATING CAPACITY AS INDICATED ON THE ELECTRICAL
<br />11. PROVIDE AND MAINTAIN ALL SUITABLE BARRIERS, PROTECTIVE DEVICES,
<br />12. ALL INSTALLATION OF CONDUIT, CONDUCTORS, PANELBOARDS, BOXES,
<br />13. PROVIDE AS INDICATED ON THE ELECTRICAL DRAWINGS A COMPLETE
<br /> AND GOVERNING CODES, COORDINATE ALL WORK WITH OTHER TRADES.
<br /> AND RATINGS INDICATED ON THE ELECTRICAL PLANS.
<br /> B. MAIN SWITCHBOARDS AND PANELS SHALL BE EQUAL TO THE
<br /> C. BRANCH PANELS SHALL BE THE ENCLOSED THERMAL MAGNETIC CIRCUIT
<br /> D. ALL PANELBOARDS USED IN PROJECT SHALL BE FROM THE SAME
<br /> A. RIGID CONDUIT SHALL BE HOT-DIP GALVANIZED, GENERAL ELECTRIC
<br /> WHITE ZINC-COATED OR SHERADIZED. RIGID CONDUIT SHALL BE USED
<br /> UNDERGROUND OR WHERE SUBJECT TO MECHANICAL INJURY.
<br /> B. ELECTRICAL METALLIC TUBING (E.M.T.) MAY BE USED IN ALL DRY
<br /> AREAS SUCH AS STUD PARTITIONS AND FURRED CEILING SPACES AND
<br /> C. ALUMINUM CONDUIT MAY BE USED AT INSIDE PROTECTED LOCATIONS IN
<br /> E. NOT USED
<br /> F. CONTROL WIRE TO AIR-CONDITIONING UNITS SHALL BE PLASTIC
<br /> JACKET 18-4 (4 WIRE) AND SHALL BE IN CONDUIT FROM THE
<br /> THERMOSTATIC CONTROL BOX TO THE AIR-CONDITIONING UNIT ON THE
<br /> A. ALL SPLICES, TAPS AND TERMINALS SHALL BE MADE IN JUNCTION
<br /> B. AT ALL CURRENT CONSUMING OR SWITCHING OUTLETS PROVIDE AN
<br /> APPROVED OUTLET BOX OF NOT LESS THAN 14 GAUGE STEEL AND OF
<br /> C. ALL BOXES AND OUTLETS INTENDED FOR FIXTURES SHALL HAVE
<br /> APPROVED FIXTURE STUDS FASTENED TO THE BOXES WITH APPROVED
<br /> A. DUPLEX RECEPTACLES SHALL BE THE SPECIFICATIONS GRADE,
<br /> 15-AMPERE, 125 VOLT, 3-WIRE SIDE-WIRED TYPE, WITH BINDING
<br /> SCREWS, PARALLEL SLOTS, U-GROUND AND CAPTIVE MOUNTING
<br /> A. WALL SWITCHES SHALL BE THE SPECIFICATION GRADE, QUIET TOGGLE
<br /> B. SWITCHES SHALL BE 125 VOLT, 15-AMP., OR AS REQUIRED, IVORY
<br /> C. ALL RECEPTACLES, SWITCHES, TELEPHONE OUTLETS AND OTHER
<br /> MISCELLANEOUS OUTLETS IN FINISHED AREAS SHALL BE COVERED WITH
<br /> WALL PLATES BEARING THE U.L. LISTED MARK, BE 0.100" THICK AND
<br /> MANUFACTURED BY THE "SQUARE-D" COMPANY, CROUSE HINDS, R.S.E.,
<br /> OR EQUAL.
<br /> SIZE 2" OR LARGER NONMETALLIC CONDUIT MAY BE USED UNDERGROUND
<br /> G. UNDERGROUND SERVICE CONDUIT ON THE OWNER'S PROPERTY SHALL BE
<br /> BOXES OR PULL BOXES AND BE PROVIDED WITH A SUITABLE COVER OF
<br /> THE SAME FINISH AS THE RACEWAY. GANG BOXES SHALL BE SIZED AS
<br /> B. ALL RECEPTACLES SHALL HAVE IVORY COLOR OR EQUAL TO ARROWHART
<br /> APPROVED BY LOCAL BUILDING OR UTILITY AUTHORITIES.
<br /> THE SAME MATERIAL AS THE BOX.
<br /> REQUIRED FOR BANKS OF MORE THAN ONE SWITCH.
<br /> 5250-I, G.E. 4052-2, HUBBEL 5242, SIERRA 1402 OR SLATER
<br /> COLOR AND EQUAL TO THE BRYANT 4900-1 SERIES.
<br />10. SWITCHES AND WALL PLATES:
<br /> MANUFACTURER.
<br /> WHERE PERMITTED BY CODE.
<br /> WITH A NONTAMPERABLE SINGLE-HANDLE COMMON TRIP.
<br /> BY CONTINUOUS FROM OUTLET TO PANELBOARD.
<br /> D. USE AVA OR THHN IN FLUORESCENT LUMINARIES.
<br /> A. THE PANEL BOARDS SHALL BE THE ENCLOSED TYPE WITH THE VOLTAGE
<br /> 6. SERVICE EQUIPMENT:
<br /> ROOF UNITS.
<br /> MARKS THE ROOF SHEATHING FOR THE POINT OF PENETRATION.
<br /> LINES IN AIR DUCT AREAS UNTIL THE AIR CONDITIONING CONTRACTOR
<br /> G. DO NOT INSTALL AIR CONDITIONING GAS PIPING OR CONDENSATE
<br /> TO AN EFFECTIVE FLUE OR VENT LEADING TO THE OUTSIDE AIR. SUCH
<br /> FLUE OR VENT SHALL NOT BE LESS IN SIZE THAT THE VENT COLLAR
<br /> RECOGNIZED TESTING AGENCY FOR UNVENTED USE, SHALL BE CONNECTED
<br /> C. EVERY GAS BURNING APPLIANCE UNLESS APPROVED BY A NATIONALLY
<br /> LOCAL GOVERNING CODE AND SHALL NOT BE LOCATED UNDER ANY
<br /> B. GAS BURNING WATER HEATERS SHALL BE LOCATED AS REQUIRED BY THE
<br /> THAT LIMIT THE OUTLET TEMPERATURE TO A MAXIMUM OF 110 DEGREES
<br /> FLOW HOT WATER OR HAVE SELF CLOSING FAUCETS OR HAVING DEVICES
<br /> LAVATORIES IN PUBLIC FACILITIES HAVING DEVICES THAT LIMIT THE
<br /> (EXCLUDING: WATERHEATERS OF THE NONSTORAGE ELECTRIC TYPE AND
<br /> MUST BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION
<br /> A. WATER HEATERS, SHOWERHEADS, LAVATORY FAUCETS AND SINK FAUCETS
<br /> SHALL BE ANCHORED OR STRAPPED TO PREVENT HORIZONTAL AND
<br /> H. ANCHORAGE OF WATER HEATERS: IF PROVIDED, THE WATER HEATER
<br /> BURNERS SHALL BE EQUIPPED WITH INTERMITTENT IGNITION DEVICES.
<br /> D. ALL GAS APPLIANCES, EXCEPT WATER HEATERS AND RANGE TOP
<br /> STAIRWAY EXCEPT AS PROVIDED IN THE BUILDING CODE.
<br /> F.) SECTION 2-5314, TABLE 2-53G (CALIFORNIA ONLY).
<br /> 2. GAS BURNING APPLIANCES AND PLUMBING FIXTURES:
<br /> VERTICAL DISPLACEMENT DUE TO EARTHQUAKE.
<br /> ON THE APPLIANCE.
<br />2.
<br /> FULLY OPERABLE ELECTRICAL SYSTEM INCLUDING DISTRIBUTION SYSTEMS,
<br /> PANELBOARDS, DISCONNECT SWITCHES, LIGHTING FIXTURES, POWER AND
<br /> CONTROL WIRING, EMPTY CONDUIT, FINAL CONNECTIONS TO ALL EQUIPMENT
<br /> AND MISCELLANEOUS MATERIALS, AND EQUIPMENT REQUIRED FOR A
<br /> A. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
<br /> EQUIPMENT, AND ACCESSORIES NOT SPECIFICALLY IDENTIFIED, BUT
<br /> CODE. ANSI C1-1971, AND ALL APPLICABLE COUNTY AND CITY CODES
<br />AND ORDINANCES
<br /> FEES, INSPECTIONS AND TESTS AS REQUIRED BY LOCAL AUTHORITIES.
<br /> REQUIRED, AND CONFORM TO N.E.M.A. STANDARDS, N.E.C. (NATIONAL
<br /> ELECTRICAL CODE), AND THE A.I.E.E. (AMERICAN INSTITUTE OF
<br /> REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK
<br /> 1. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AND
<br />NOT USED
<br /> 3. ALL WORK OF THIS SECTION SHALL CONFORM TO NATIONAL ELECTRICAL
<br /> 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS,
<br /> 5. ALL MATERIALS SHALL BE NEW, U.L. APPROVED, UNLESS OTHERWISE
<br /> AS INDICATED ON THE DRAWINGS.
<br /> ELECTRICAL ENGINEERS).
<br /> COMPLETE AND SEPARATE SYSTEM, AS SPECIFIED ON PLANS.
<br />ELECTRICAL
<br /> ADDITIONAL INFORMATION APPLICABLE TO THIS SECTION
<br /> IMPROPER GROUNDS IN ACCORDANCE WITH THE REQUIREMENTS OF THE
<br /> SPECIFICATIONS. ANY DISCREPANCIES BETWEEN ANY OF THE VARIOUS
<br /> ELEMENTS OF THE ELECTRICAL DRAWINGS SHALL BE REFERRED TO
<br /> A. EACH AREA ENCLOSED BY CEILING-HEIGHT PARTITIONS SHALL HAVE
<br /> INDEPENDENT CONTROL OF THE LIGHTING WITHIN THAT AREA.
<br /> B. EACH AREA ENCLOSED BY CEILING-HEIGHT PARTITIONS SHALL HAVE AT
<br /> LEAST ONE READILY ACCESSIBLE MANUALLY OPERATED SWITCHING
<br /> DEVICE TO CONTROL LIGHTING WITHIN THE AREA. FOR LIGHTING
<br /> CONTROLS, "READILY ACCESSIBLE" MEANS LOCATED SO THAT A
<br /> PERSON USING THE DEVICE CAN SEE THE CONTROLLED LIGHTS OR THE
<br /> AREA BEING LIT. SWITCHING DEVICES IN ADDITION TO, BUT NOT
<br /> INSTEAD OF, THE REQUIRED READILY ACCESSIBLE MANUALLY
<br /> WHICH THE CONNECTED LIGHTING LOAD EQUALS OR EXCEEDS 1.0
<br /> WATTS PER SQUARE FOOT THROUGHOUT THE ENTIRE AREA SHALL BE
<br /> CONTROLLED SO THAT THE LOAD MAY BE REDUCED BY AT LEAST
<br /> ONE-HAVE WHILE MAINTAINING A REASONABLY UNIFORM LEVEL OF
<br /> ILLUMINATIONS THROUGHOUT THE AREA. READILY ACCESSIBLE
<br /> SWITCHES, THAT CONTROL EACH LUMINARE IN A SPACE WITH MORE
<br /> THAN ONE LUMINAIRE, OR THAT CONTROL EACH LAMP IN A SPACE
<br /> INDEPENDENTLY MEET THE REQUIREMENTS OF THIS SECTION.
<br /> D. IN ALL AREAS WHERE EFFECTIVE USE MAY BE MADE OF NATURAL
<br /> LIGHT, LIGHTING CIRCUITING SHALL BE ARRANGED SO THAT UNITS,
<br /> IN ALL PORTIONS OF THE AREA WHERE NATURAL LIGHT IS AVAILABLE
<br /> AT THE SAME TIME, ARE SWITCHED INDEPENDENTLY OF THE
<br /> A. THE BUILDER SHALL PROVIDE THE BUILDING OWNER, MANAGER, AND
<br /> THE ORIGINAL OCCUPANTS A LIST OF THE HEATING, COOLING, WATER
<br /> C. THE GENERAL LIGHTING OF ANY AREA 100 SQUARE FEET OR LARGER IN
<br />15. PROVIDE AN ELECTRICAL OUTLET AS REQUIRED FOR NEW HEATING AND A.C.
<br />16. TEST ALL WIRING AND CONNECTIONS FOR CONTINUITY, SHORTS AND
<br />17. CONTRACTOR TO GUARANTEE WORK AND MATERIALS FOR PERIOD OF ONE YEAR
<br /> HEATING, AND LIGHTING SYSTEMS INSTALLED IN THE BUILDING,
<br /> INCLUDING INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY, THE
<br /> INSTRUCTIONS SHALL BE CONSISTENT WITH SPECIFICATIONS SET
<br /> B. SEE AMERICANS WITH DISABILITIES ACT/TITLE 24 NOTES FOR
<br /> REMAINDER OF THE AREA.
<br /> OPERATED SWITCHING DEVICES SHALL BE PERMITTED.
<br />20. OCCUPANT OPERATING AND MAINTENANCE INFORMATION:
<br /> FORTH BY THE EXECUTIVE DIRECTOR.
<br /> N.E.C. (NATIONAL ELECTRICAL CODE).
<br /> AFTER FINAL ACCEPTANCE.
<br />MPA ARCHITECTURAL GROUP FOR CLARIFICATION.
<br />18. SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION AND
<br />19. CONTROL DEVICES FOR INDOOR LIGHTING PER TITLE 24: (CALIFORNIA ONLY)
<br />14. NOT USED
<br /> PAINT.
<br /> OR BETTER.
<br /> 1. SUSPENDED CEILINGS:
<br /> F. SEE DOOR SPECIFICATIONS
<br /> E. PROVIDE PLYWOOD TELEPHONE BACKBOARD AS REQUIRED.
<br /> MORE THAN 1/8" AT ALL EDGES, JAMB AND SILL.
<br /> PINE OR WESTERN LARCH, GRADE B OR BETTER.
<br /> 2. FINISH CARPENTRY:
<br /> LIGHT FIXTURES AND SIMILAR FEATURES.
<br /> NOTED OTHERWISE.
<br /> THE ARCHITECTURAL DRAWINGS.
<br /> ARCHITECTURAL DRAWINGS.
<br /> ARCHITECTURAL DRAWINGS.
<br /> TREATED DOUGLAS FIR.
<br />DRAFTSTOPS/SHAFT ENCLOSURES
<br /> 2. FIRESTOPS:
<br /> FOR OPENINGS THROUGH ONE-HOUR WALLS.
<br /> 4. SHAFT ENCLOSURES:
<br /> AT EACH END AND AT THE MIDDLE OF EACH FLIGHT.
<br /> FILL ALL SPACES BETWEEN STUDS AND FURRING SHALL BE
<br /> 3. ENCLOSED SPACES:
<br /> ACROSS THE SPACE TO BE FIRE-STOPPED.
<br /> INSPECTION.
<br /> WITH SELF CLOSING DEVICES.
<br /> LEANDRO, CA OR EQUAL.
<br /> 2. MISCELLANEOUS IRON:
<br /> FOR REVIEW BY MPA ARCHITECTURAL GROUP FOR GENERAL
<br /> SPECIFICALLY DETAILED ON THE DRAWINGS OR NOT.
<br /> 1. STRUCTURAL STEEL:
<br /> GALVANIZED.
<br /> 3. SHOP COAT:
<br /> WITH GROUT, MOLTEN SULFER OR MOLTEN LEAD.
<br /> 1. ROUGH FRAMING:
<br />ROUGH AND FINISH CARPENTRY
<br /> A. THE QUALITY AND DESIGN OF WOOD MEMBERS, MATERIALS AND
<br /> SHALL BE:
<br /> CODES.
<br /> 4-16D NAILS EACH SIDE OF THE JOINT.
<br /> ORDINANCES AND CODES.
<br /> BUILDING CODES.
<br /> PURPOSES FOR WHICH THEY ARE USED.
<br /> OTHERWISE.
<br /> G. ALL LUMBER SHALL BE D.F. LARCH 2 OR BETTER UNLESS NOTED
<br /> BONDED WITH EXTERIOR GLUE OR SHALL BE AN EXTERIOR TYPE.
<br /> WHETHER, SUCH AS EAVES, SOFFITS OR CANOPY CEILINGS, SHALL BE
<br /> PLYWOOD USED IN PROTECTED LOCATIONS INDIRECTLY EXPOSED TO THE
<br /> DIRECTLY EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE.
<br /> OVERLAY OVER THE REQUIRED SUBFLOOR. PLYWOOD USED IN AREAS
<br /> AS AN INTERIOR ARCHITECTURAL FINISH MATERIALS OR AS AN
<br /> JOISTS, TRUSSES AND BLOCKING UNLESS SUCH PLYWOOD IS USED ONLY
<br /> INCLUDING UNDERLAYMENT SHALL BE BONDED WITH EXTERIOR AT ALL
<br /> F. ALL CONSTRUCTION PLYWOOD USED ON WALLS, ROOFS AND FLOORS,
<br /> TIED BY A MINIMUM 1/8" THICK BY 1-1/2" WIDE STEEL STRAP WITH
<br /> E. WHERE PLATES ARE CUT, NOTCHED OR DRILLED, THE PLATE SHALL BE
<br /> SPECIFICALLY APPROVED BY THE LOCAL GOVERNING AGENCIES.
<br /> TO THE REQUIREMENTS OF THE LOCAL GOVERNING AGENCIES OR
<br /> (b) ATTESTED TO BY AN APPROVED TESTING AGENCY AS CONFORMING
<br /> HAS BEEN ISSUED PURSUANT TO LOCAL GOVERNING AGENCIES,
<br /> (a) MANUFACTURED BY A TYPE I FABRICATOR TO WHOM AN APPROVAL
<br /> INCHES, OR USING CONNECTORS OF A TYPE VISIBLE AFTER ASSEMBLY
<br /> MEMBERS WITH A TOTAL CROSS-SECTIONAL AREA EXCEEDING 24 SQUARE
<br /> D. TIMBER TRUSSES AND SIMILAR STRUCTURAL ASSEMBLIES HAVING
<br /> PRACTICES AND TO THE REQUIREMENTS OF OF LOCAL GOVERNING
<br /> THEIR FASTENINGS SHALL CONFORM TO ACCEPTED ENGINEERING
<br /> C. PREPARATION, FABRICATION AND INSTALLATION OF WOOD MEMBERS AND
<br /> TO DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE
<br /> B. ALL MEMBERS SHALL BE FRAMED, ANCHORED TIED, AND BRACED SO AS
<br /> THE CONSTRUCTION DOCUMENTS AND THE LOCAL GOVERNING BUILDING
<br /> FASTENINGS SHALL CONFORM TO THE PROVISIONS AND STANDARDS OF
<br /> 1. CONTRACT:
<br />GENERAL INFORMATION
<br /> PROPER EXECUTION AND COMPLETION OF THE WORK.
<br /> AND ACCEPTS THE SITE "AS IS".
<br /> INCORPORATED IN THE CONSTRUCTION.
<br /> CONTRACT, AND ALL MODIFICATIONS THERETO.
<br /> BEAR ALL COSTS ARISING THEREFROM.
<br /> SUCH NOTICE TO MPA ARCHITECTURAL GROUP, HE SHALL
<br /> NOTIFY MPA ARCHITECTURAL GROUP IN WRITING.
<br /> CONDUCT OF THE WORK AS DRAWN AND SPECIFIED.
<br /> DISCREPANCIES PRIOR TO COMMENCING WORK.
<br /> JOB & NOTIFY MPA ARCHITECTURAL GROUP OF ANY
<br /> 2. GENERAL NOTES:
<br /> PERFORMED BY ANY TRADE.
<br /> FLUSH WITH REMAINING SURFACES.
<br /> GROUP SHALL DETERMINE TO BE JUST.
<br /> MPA ARCHITECTURAL GROUP AND SHALL NOT
<br /> GROUND AND PROTECTED FROM DAMAGE.
<br /> VISITED THE SITE, FAMILIARIZED HIMSELF WITH THE CONDITIONS
<br /> CONTAINERS. MATERIALS AND EQUIPMENT SHALL BE STORED OFF THE
<br /> SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL MANUFACTURER'S
<br /> M. ALL MATERIALS AND EQUIPMENT SHALL BE FREE FROM DEFECTS, AND
<br /> SUCH NOTICE PROMPTLY AFTER DISCOVERY OF THE CONDITION.
<br /> SURVIVE TERMINATION OF THE CONTRACT. THE OWNER SHALL GIVE
<br /> WRITTEN ACCEPTANCE OF SUCH CONDITION. THIS OBLIGATION SHALL
<br /> UNLESS THE OWNER HAS PREVIOUSLY GIVEN THE CONTRACTOR A
<br /> AFTER RECEIPT OF A WRITTEN NOTICE FROM THE OWNER TO DO SO
<br /> DOCUMENTS, THE WITH THE CONTRACTOR SHALL CORRECT IT PROMPTLY
<br /> TO BE DEFECTIVE OR NOT IN ACCORDANCE WITH THE CONTRACT
<br /> REQUIRED BY THE CONTRACT DOCUMENTS, ANY OF THE WORK IS FOUND
<br /> LAW OR BY THE TERMS OF ANY APPLICABLE SPECIAL WARRANTY
<br /> WITHIN SUCH LONGER PERIOD OF TIME AS MAY BE PRESCRIBED BY THE
<br /> AFTER ACCEPTANCE BY THE OWNER OF DESIGNATED EQUIPMENT OR
<br /> OF THE WORK OR DESIGNATED PORTION THEREOF OR WITHIN ONE YEAR
<br /> L. IF, WITHIN ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION
<br /> OPENINGS, REMOVE WALL PORTION, BURN OFF REINFORCING BARS
<br /> PROVIDED IN EXISTING WALLS; SAW CUT AT PERIMETER OF NEW
<br /> K. NO JACK HAMMERING ALLOWED WHERE NEW OPENINGS ARE TO BE
<br /> CHARGE THE COST TO THE SEVERAL CONTRACTORS AS MPA DESIGN
<br /> IN CASE OF DISPUTE THE OWNER MAY REMOVE THE RUBBISH AND
<br /> "BROOM CLEAN" OR ITS EQUIVALENT, UNLESS MORE EXACTLY SPECIFIED.
<br /> REMOVE ALL HIS SURPLUS MATERIALS AND SHALL LEAVE HIS WORK
<br /> EMPLOYEES OR WORK, AND AT THE COMPLETION OF THE WORK HE SHALL
<br /> ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS
<br /> J. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM
<br /> THE DRAWINGS AND SPECIFICATIONS FOR THE COMPLETED STRUCTURE.
<br /> WORK OF OTHER CONTRACTORS SHOWN UPON OR REASONABLY IMPLIED BY
<br /> TOGETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY
<br /> WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS COME
<br /> I. CONTRACTOR SHALL DO ALL CUTTING, FITTING OR PATCHING OF HIS
<br /> TO BE LOADED WITH A WEIGHT THAT WILL ENDANGER ITS SAFETY.
<br /> CONTRACTOR SHALL NOT LOAD OR PERMIT ANY PART OF THE STRUCTURE
<br /> UNREASONABLY ENCUMBER THE PREMISES WITH HIS MATERIALS.
<br /> INDICATED BY LAWS, ORDINANCES, PERMITS OR DIRECTIONS OF
<br /> MATERIALS, AND THE OPERATIONS OF HIS WORKMEN TO LIMITS
<br /> H. CONTRACTOR SHALL CONFINE HIS APPARATUS, THE STORAGE OF
<br /> SCAFFOLDING, WINDOW OPENINGS, STAIRWAYS AND FALLING MATERIALS.
<br /> AS PROTRUDING NAILS, HOISTS, WELL HOLES, ELEVATOR HATCHWAYS,
<br /> CREATED BY BUT NOT LIMITED TO SUCH FEATURES OF CONSTRUCTION
<br /> PUBLIC & SHALL POST DANGER SIGNS WARNING AGAINST THE HAZARDS
<br /> NECESSARY SAFEGUARDS FOR THE PROTECTION OF WORKMEN & THE
<br /> REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK, ALL
<br /> G. CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES, AS
<br /> PROPERTY INJURY OR LOSS ARISING IN CONNECTION WITH HIS WORK.
<br /> ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S
<br /> F. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF
<br /> TO SUCH LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT
<br /> E. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY
<br /> SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY
<br /> D. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND
<br /> LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE
<br /> C. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
<br /> COMPLETION OF THE WORK AS INDICATED ON THE DRAWINGS.
<br /> IDENTIFIED, BUT REQUIRED FOR THE PROPER EXECUTION AND
<br /> MATERIALS, EQUIPMENT, AND ACCESSORIES NOT SPECIFICALLY
<br /> B. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PROVIDE ALL LABOR,
<br /> A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE
<br /> SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE
<br /> CONTROL THE CONTRACTOR IN DIVIDING WORK AMONG THE
<br /> SECTIONS AND ARTICLES, THE ARRANGEMENT OF DRAWINGS SHALL NOT
<br /> G. THE ORGANIZATION OF THE SPECIFICATIONS AND INTO DIVISIONS,
<br /> USED HEREIN IN ACCORDANCE WITH SUCH RECOGNIZED MEANINGS.
<br /> F. WORDS WHICH HAVE WELL KNOWN TECHNICAL OR TRADE MEANINGS ARE
<br /> INFERABLE AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS.
<br /> ELSEWHERE IN THE CONTRACT DOCUMENTS OR IS REASONABLY
<br /> SPECIFICATIONS SHALL BE SUPPLIED UNLESS IT IS REQUIRED
<br /> SECTION, BRANCH, CLASS OR TRADE OF GENERAL NOTES OR
<br /> E. IT IS NOT INTENDED THAT WORK NOT COVERED UNDER ANY HEADING,
<br /> MATERIALS, EQUIPMENT AND OTHER ITEMS AS NECESSARY FOR THE
<br /> INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR,
<br /> BY ANY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. THE
<br /> D. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED
<br /> OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS
<br /> WHICH THE WORK IS TO BE PERFORMED, AND CORRELATED HIS
<br /> AND LAWS, CODES AND GOVERNMENTAL AGENCY REGULATIONS UNDER
<br /> COMMENCING OF WORK THE CONTRACTOR REPRESENTS THAT HE HAS
<br /> C. BY EXECUTING THE CONTRACT OR ENTERING UPON THE SITE AND
<br /> LABOR, MATERIALS AND EQUIPMENT INCORPORATED OR TO BE MEANT
<br /> CONSTRUCTION REQUIRED BY THE CONTRACT DOCUMENTS, AND ALL
<br /> B. THE TERM WORK INCLUDES ALL LABOR NECESSARY TO PRODUCE THE
<br /> SPECIFICATIONS, ALL ADDENDA ISSUED PRIOR TO EXECUTION OF THE
<br /> A. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE DRAWINGS,
<br /> AND STRUCTURAL TUBING (T'S) SHALL CONFORM TO ASTM A-500 GRADE
<br /> B. THE FIRE ASSEMBLIES FOR STAIRWAY SHAFTS SHALL BE EQUIPPED
<br /> A FIRE ASSEMBLY HAVING A FIRE PROTECTION RATING OF ONE HOUR
<br /> A. EVERY OPENING INTO A SHAFT ENCLOSURE SHALL BE PROVIDED WITH
<br /> B. ENCLOSED SPACES BETWEEN STAIR STRINGERS SHALL BE FIRE-STOPPED
<br /> SHALL BE FIRESTOPPED AROUND THE CONCEALED PERIMETER.
<br /> FIRESTOPPED AT THE BASE OF THE COVE. SLIDING DOOR POCKETS
<br /> TEN FEET, MEASURED VERTICALLY. TOP AND BOTTOM PLATES WHICH
<br /> BETWEEN FIRESTOPS IN WALLS AND PARTITIONS SHALL NOT EXCEED
<br /> MIDPOINT IN WALLS MORE THAN TEN FEET HIGH. THE DISTANCE
<br /> SHALL BE FIRESTOPPED AT THE TOP AND BOTTOM AND ALSO AT THE
<br /> A. ENCLOSED SPACES IN STUD WALLS, PARTITIONS, AND FURRED WALLS
<br /> AND ROOF SPACE. FIRESTOPPING SHALL FORM A COMPLETE BLOCK
<br /> EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY
<br /> OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN
<br /> A. FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT
<br /> SELF CLOSING DOORS CONSTRUCTED AS REQUIRED FOR THE PARTITION.
<br /> ON CENTER. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED WITH
<br /> INCHES NOMINAL THICKNESS MATERIAL SPACED NOT OVER 24 INCHES
<br /> SIX PENNY NAILS AT EACH SUPPORT. SUPPORTS SHALL BE TWO
<br /> SHALL BE NAILED AT NOT TO EXCEED FOUR INCHES ON CENTER WITH
<br /> ONE HOUR FIRE RESISTIVE WHERE REQUIRED. ALL GYPSUM BOARD
<br /> HAVE ADOPTED THE UNIFORM BUILDING CODE. PARTITIONS SHALL BE
<br /> IN THE COUNTY OF LOS ANGELES AND THOSE JURISDICTIONS WHICH
<br /> SQUARE FEET IN THE CITY OF LOS ANGELES AND 3000 SQUARE FEET
<br /> AND ROOF ABOVE SHALL BE DIVIDED INTO AREAS NOT EXCEEDING 2500
<br /> A. WHERE SUSPENDED CEILING OCCUR, THE SPACE BETWEEN THE CEILING
<br /> D. ALL WOODWORK OR DOORS SHALL BE SANDED SMOOTH AND READY FOR
<br /> C. DOORS SHALL BE INSTALLED ACCURATELY WITH A CLEARANCE OF NOT
<br /> B. INTERIOR MILLWORK MAY BE NORTHERN OR IDAHO WHITE PINE, SUGAR
<br /> DRAWINGS, ALL FINISHED LUMBER SHALL BE DOUGLAS FIR, GRADE B
<br /> A. UNLESS OTHERWISE SPECIFIED OR NOTED ON THE ARCHITECTURAL
<br /> M. PROVIDE SOLID BACKING FOR ALL PLUMBING FIXTURES, CABINETS,
<br /> L. ALL VERTICAL FRAMING SHALL BE "STUD GRADE" OR BETTER UNLESS
<br /> AT THE CEILING AND MID-HEIGHT, UNLESS OTHERWISE SPECIFIED ON
<br /> K. ALL STUD WALLS SHALL BE FIRE STOPPED WITH 2" THICK MATERIAL
<br /> J. NAILS SHALL BE COMMON WIRE UNLESS OTHERWISE NOTED ON THE
<br /> I. ALL PLYWOOD SHALL BE PSI 74 UNLESS OTHERWISE NOTED ON THE
<br /> LUMBER BY WWPA. SILLS ON CONCRETE WALLS SHALL BE PRESSURE
<br /> SHALL CONFORM TO THE 1990 STANDARD GRADING RULES FOR WESTERN
<br /> H. ALL TIMBER SHALL BE DOUGLAS FIR UNLESS OTHERWISE NOTED AND
<br /> "B" UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS.
<br /> C. ALL STRUCTURAL STEEL SHALL BE FABRICATED BY AN ICBO (AS
<br /> APPLICABLE) LICENSED SHOP. ALL WELDING SHALL BE DONE BY
<br /> WELDERS HOLDING A CURRENT CERTIFICATE. DESIGN FABRICATION AND
<br /> ERECTION SHALL BE DONE IN ACCORDANCE WITH THE 1978 AISC
<br /> SPECIFICATION. ALL FIELD WELDING SHALL HAVE CONTINUOUS
<br /> A. HOLD DOWNS, POST BASES, COLUMN CAPS, JOIST HANGERS, TIE
<br /> STRAPS AND SIMILAR STRUCTURAL HARDWARE SHALL BE SIMPSON
<br /> STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY, SAN
<br /> B. PIPE RAILINGS, UNLESS OTHERWISE DETAILED ON THE ARCHITECTURAL
<br /> DRAWINGS SHALL BE 1-1/2 INCH STANDARD WEIGHT STEEL PIPE
<br /> MEETING THE REQUIREMENTS OF ASTM A-120, 32 INCHES HIGH WITH
<br /> TWO HORIZONTAL RAILS AND WITH UPRIGHTS SPACED NOT OVER 8 FEET
<br /> ON CENTER, FLUSH TYPE FITTINGS SHALL BE USED AND ALL WELDS
<br /> SHALL BE GROUND SMOOTH. EXTERIOR PIPE RAILS SHALL BE HOT-DIP
<br /> GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A-123
<br /> AND TREATED CHEMICALLY TO PROVIDE A PHOSPHATE PAINT HOLDING
<br /> FILM. PIPE RAILS SHALL BE FASTENED TO MASONRY BY FLANGES AND
<br /> EXPANSION BOLTS AND TO CONCRETE IN 4 INCH SLEEVES AND CAULKED
<br /> A. ALL FERROUS METAL SHALL BE GIVEN ONE SHOP COAT OF RED LEAD
<br /> OIL PAINT UNLESS SPECIFIED OR NOTED ON THE ARCHITECTURAL
<br /> DRAWINGS. ALL FERROUS METALS TO BE BUILT INTO MASONRY OR
<br /> CONCRETE SHALL BE COVERED WITH ASPHALT PAINT OR SHALL BE
<br />METAL FRAMING PRODUCTS, STRUCTURAL STEEL
<br /> A. PRIOR TO FABRICATION, CONTRACTOR SHALL PREPARE SHOP DRAWINGS
<br /> DESIGN CONSIDERATION ONLY. THE FABRICATOR ASSUMES ALL
<br /> RESPONSIBILITY FOR VERIFYING ALL DIMENSIONS. BEARING PLATES,
<br /> STIFFENERS, GUSSETS, ANGLES AND OTHER SIMILAR STEEL ITEMS
<br /> SHALL BE PROVIDED AS REQUIRED FOR THE WORK WHETHER
<br /> B. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36; PIPE COLUMNS
<br /> SHALL CONFORM TO ASTM A-501 AND ASTM A-53 (TYPE "E" OR "S")
<br /> A. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 40, AND
<br /> B. REINFORCING DETAILING AND PLACING SHALL BE IN ACCORDANCE WITH
<br /> THE CONCRETE reinforcing STEEL INSTITUTE "MANUAL OF STANDARD
<br /> C. ALL REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST,
<br /> MUD, OIL AND OTHER COATINGS THAT WILL REDUCE THE BOND BETWEEN
<br /> D. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL REINFORCING STEEL
<br /> E. ALL REINFORCING SHALL BE PLACED IN ACCORDANCE WITH THE
<br /> DRAWINGS AND, UNLESS OTHERWISE NOTED THE FOLLOWING MINIMUM
<br /> CLEARANCES SHALL APPLY BETWEEN THE FACE OF REINFORCING AND
<br /> F. ALL REINFORCING SHALL BE STRAIGHT EXCEPT WHERE SHOWN ON PLANS
<br /> G. WELDED WIRE FABRIC IN CONCRETE SLABS SHALL BE ACCURATELY CUT
<br /> AND LAID FLAT WITH SHEETS OF FABRIC LAPPED AT LEAST ONE
<br /> SPACE. TIE SHEETS TO EACH OTHER AT 24" O/C AND TO CONTIGUOUS
<br /> REINFORCING BARS. AS CONCRETE IS PLACE THE FABRIC SHALL BE
<br /> H. UNLESS OTHERWISE NOTED ON THE PLANS, DOWELS FROM THE FOOTINGS
<br /> TO THE MASONRY WALL SHALL BE PROVIDED OF THE SAME SIZE AND
<br /> SPACING AS THE VERTICAL REINFORCING SPECIFIED IN THE WALLS.
<br /> VERTICAL BARS IN MASONRY WALLS SHALL BE ACCURATELY POSITIONED
<br /> AT THE CENTER OF WALL (U.N.O.) AND SHALL BE TIED IN POSITION
<br /> AT TOP AND BOTTOM AND AT INTERVALS PER CHAPTER 26 OF THE 1994
<br /> I. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL
<br /> BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
<br /> SPLICES SHALL BE A MINIMUM OF 24, 30, OR 36 BAR DIAMETERS FOR
<br /> 40, 50 AND 60 PSI YIELD STRENGTH RESPECTIVELY.
<br /> THE FACE OF THE CONCRETE.
<br /> BENDS AT CORNERS
<br /> LIFTED TO INSURE PROPER PLACEMENT.
<br /> BEAMS, GIRDERS AND COLUMNS SLABS.
<br /> SLABS AND WALLS
<br /> SURFACE OF FOOTINGS IN CONTACT WITH GROUND.
<br /> FORMED SURFACES IN CONTACT W/ GROUND/WEATHER.
<br />REINFORCEMENT
<br /> WIRE FABRIC SHALL CONFORM TO ASTM A-185.
<br /> STEEL & CONCRETE.
<br /> FOOTINGS STD. 2500 3/4" 5.25 SACKS 4 INCH
<br /> A. ALL AGGREGATES SHALL CONFORM TO ASTM C-33-71, EXCEPT AS
<br /> A. SHALL BE PORTLAND CEMENT: CONFORMING TO ASTM C-150 AND
<br /> A. ALL WATER SHALL BE POTABLE, CLEAN AND FREE FROM DELETERIOUS
<br /> CEMENT DELIVERED TO THE PLANT SHALL NOT EXCEED 150 DEGREES F.
<br /> SHALL BE THE PRODUCT OF ONE MANUFACTURER. THE TEMPERATURE OF
<br /> MEMBRANES SHALL BE SHEET PLASTIC OR AN EQUAL APPROVED IN
<br /> FOR A COMPLETE AND PROPER INSTALLATION OF CAST-IN-PLACE
<br /> ELEVATIONS INDICATED ON THE DRAWINGS, WITH ALL REQUIRED
<br /> VERIFY THAT CONCRETE MAY BE PLACED TO THE LINES AND
<br /> A. ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED
<br /> BLDG. SLAB STD. 2500 3/4" 5.75 SACKS 4 INCH
<br /> FOOTINGS STD. 2500 3/4" 5.50 SACKS 4 INCH
<br /> C. VERIFY THAT ALL ITEMS TO BE EMBEDDED IN CONCRETE ARE IN PLACE
<br /> GROUP AND SHALL BE A TYPE APPROVED BY THE GOVERNING BUILDING
<br /> B. ADMIXTURES MAY BE USED ONLY WITH THE CONSENT OF MPA ARCHITECTURAL
<br /> CONCRETE SHALL BE AS SELECTED BY THE CONTRACTOR SUBJECT TO
<br /> ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MEMBRANE BEING
<br /> A. ALL CEMENT OR TAPE USED FOR SEALING MEMBRANE JOINTS SHALL BE
<br /> A. UNLESS OTHERWISE SPECIFIED BY THE SOILS ENGINEER, ALL CURING
<br /> CLEARANCE FROM REINFORCEMENT.
<br /> MODIFIED HEREIN.
<br /> 7. CURING MEMBRANES:
<br /> ADVANCE BY MPA ARCHITECTURAL GROUP.
<br /> DEPARTMENT.
<br /> THE APPROVAL OF MPA ARCHITECTURAL GROUP
<br /> 8. JOINTING MATERIAL:
<br /> 9. OTHER MATERIALS:
<br /> JOINED.
<br /> MATTER.
<br /> 5. AGGREGATES:
<br /> A. ALL SLABS ON GRADE SHALL BE REINFORCED AS NOTED ON FOUNDATION
<br />PLAN. SLAB SHALL BE POURED OVER SUB-GRADE AS NOTED ON ALL
<br /> AREAS TO RECEIVE CONCRETE SLABS ON GRADE, UNIFORMLY
<br /> ATTAINING THE THICKNESS ON THE DRAWINGS AND PROVIDING ALL
<br /> A. UNLESS OTHERWISE SPECIFICALLY PERMITTED IN WRITING BY MPA
<br />ARCHITECTS, INC., ALL CONCRETE SHALL BE TRANSIT-MIXED IN ACCORDANCE
<br />W/ ASTM C-94. CONCRETE SHALL BE DENSE, FREE FROM HONEYCOMBING OR
<br /> A. UNLESS OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS, ALL
<br /> CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE
<br /> STRENGTHS AT 28 DAYS AND SHALL BE PROPORTIONED WITHIN THE
<br /> CONCRETE MIN. PSI MAX SIZE MIN SACKS MAX SLUMP
<br /> LOCATION @ 28 DAYS AGGREGATE CEMENT/CU.YD. IN INCHES
<br /> FOLLOWING LIMITS:
<br /> REQUIRED TRANSITION PLANES.
<br />CONCRETE
<br /> 6. WATER:
<br /> 4. CEMENT:
<br /> 3. QUALITY:
<br /> 2. GENERAL:
<br /> 1. SLABS:
<br /> UBC.
<br /> 1. STEEL:
<br /> PRACTICE"
<br />2.00"
<br />3.00"
<br />1.75"
<br />1.50"
<br />OTHER DEFECTS.
<br /> UNIFORM LAYER OF SAND TWO (2) INCHES THICK OVER MEMBRANE
<br /> (d) EXERCISE CARE TO AVOID PUNCTURING THE MEMBRANE OR
<br /> AND LAID FLAT WITH SHEETS OF FABRIC LAPPED AT LEAST ONE
<br /> THE SLAB. PROVIDE ONE CONSTRUCTION JOINT FOR APPROXIMATELY
<br /> JOINTS SHALL BE PLACED UNDER PARTITIONS IN THE INTERIOR OF
<br /> DISPLACING OR OPENING LAP JOINTS. PLACE NO LOADS ON
<br /> A. UNLESS OTHERWISE DETAILED ON THE DRAWINGS, CONSTRUCTION
<br /> C. REFER TO THE FOUNDATION PLAN FOR ADDITIONAL SPECIFICATIONS.
<br /> REINFORCING BARS. AS CONCRETE IS PLACE THE FABRIC SHALL BE
<br /> SPACE. TIE SHEETS TO EACH OTHER AT 24" O/C AND TO CONTIGUOUS
<br /> B. WELDED WIRE FABRIC IN CONCRETE SLABS SHALL BE ACCURATELY CUT
<br /> SAND AND ALLOW NO TRAFFIC ON SAND BEFORE SLAB IS POURED.
<br /> LIFTED TO INSURE PROPER PLACEMENT.
<br /> ADDITIONAL INFORMATION APPLICABLE TO THIS SECTION
<br /> E. SEE AMERICANS WITH DISABILITIES ACT/TITLE 24 NOTES FOR
<br /> D. SEE "REINFORCEMENT NOTES"
<br /> BEFORE THE CONCRETE SLAB IS POURED.
<br /> 1500 SQUARE FEET OF SLAB AREA.
<br />17. MISCELLANEOUS:
<br /> COMPACTED FILL. TERMITE SOIL TREATMENT SHALL THEN BE
<br /> (a) PLACE REQUIRED LAYER OF FREE DRAINING GRAVEL OVER
<br /> PIPES, CONDUITS, COLUMNS AND OTHER PROTRUSIONS. COAT
<br /> IN THE WIDEST PRACTICAL WIDTHS. LAP SIDE AND END JOINTS
<br /> (b) AFTER TERMITE SOIL TREATMENT IS COMPLETE, APPLY MEMBRANE
<br /> PROOF BY USING SMALL PIECES OF MEMBRANE AND A LIBERAL
<br /> WIDE. AREAS SURROUNDING PROTRUSIONS SHALL BE MADE DAMP
<br /> LAPS WITH A BED OF MASTIC NOT LESS THAN THREE (3) INCHES
<br /> AT LEAST SIX (6) INCHES AND FIT MATERIAL CLOSELY AROUND
<br /> APPLIED AS SPECIFIED ELSEWHERE.
<br /> AMOUNT OF MASTIC.
<br /> D. INSTALLATION:
<br /> D. FORMS SHALL BE SUBSTANTIAL, UNYIELDING, TRUE TO LINE, PLUMB,
<br /> UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED.
<br /> D. WHERE NO EXTERIOR SLAB FINISH IS INDICATED ON THE DRAWINGS
<br /> A. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, MAKE ALL SLABS
<br /> D. THOROUGHLY CLEAN ALL TRANSPORTING AND HANDLING EQUIPMENT.
<br /> OPERATIONS, IF REQUIRED TO KEEP CONCRETE MOIST. IMMEDIATELY
<br /> EXCESSIVELY CRACKED OR HAS POCKETS OR HONEYCOMBS, OR IS
<br /> B. DURING PERIODS OF LOW HUMIDITY, WINDS, OR TEMPERATURES IN
<br /> A. ALL AREAS SHALL BE FOG SPRAYED IMMEDIATELY AFTER FINISHING
<br /> ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, SHALL BE
<br /> B. MASTIC SHALL BE BLACK PLASTIC CEMENT BY JOHN-MANSVILLE
<br /> DEFECTIVE IN ANY OTHER WAY, OR WAS NOT CONSTRUCTED IN
<br /> CEMENT. THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR THE
<br /> LEVEL AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR OR
<br /> B. WHERE FLOOR DRAIN OR FLOOR SLOPES ARE INDICATED, SLOPE SLABS
<br /> UNIFORM IN APPEARANCE AND EVEN WITHIN PLUS OR MINUS 1/8" IN
<br /> C. THOROUGHLY WET THE FORMS OR OIL THEM. REMOVE ALL STANDING
<br /> B. THOROUGHLY CLEAN THE AREAS TO ENSURE PROPER PLACEMENT AND
<br /> A. REMOVE ALL WOOD SCRAPS AND DEBRIS FROM THE AREAS IN WHICH
<br /> GROUP. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY
<br /> A. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY MPA ARCHITECTURAL
<br /> DESIGN, CONSTRUCTION SAFETY, AND STRUCTURAL ADEQUACY OF THE
<br /> A. ANY CONCRETE THAT DOES NOT COME UP TO STRENGTH IN 28 DAYS, IS
<br /> FORMS AND EXPOSED CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST
<br /> A. WET ALL FOOTING FORMS AT LEAST TWICE DAILY UNTIL REMOVAL. ALL
<br /> D. APPLY "HUNTS PROCESS CLEAR" IMMEDIATELY AFTER FOG SPRAYING OR
<br /> AND PROTECTED AGAINST INJURY AND DEFACEMENT OF ANY NATURE
<br /> C. EXTERIOR CONCRETE SLABS AND PAVING SHALL BE PROPERLY CURED
<br /> AFTER FOG SPRAYING APPLY THE CURING COMPOUND SPECIFIED BELOW.
<br /> PERIOD OF 4 HOURS. FOG SPRAY PRIOR TO AND DURING FINISHING
<br /> EXCESS OF 70 DEGREES F., THE FOG SPRAY SHALL BE APPLIED FOR A
<br /> C. SAND SHALL BE CLEAN RIVER SAND, APPROVED BY MPA ARCHITECTURAL
<br /> THICK, UNLESS OTHERWISE NOTED, AS MANUFACTURED BY MONSANTO
<br /> A. MEMBRANE SHALL BE MONSANTO POLYETHYLENE SHEETING SIX (6) MIL
<br /> REPLACED IN ACCORDANCE WITH INSTRUCTIONS FROM MPA ARCHITECTURAL
<br /> B. ALL DEFECTIVE CONCRETE SHALL BE REMOVED FROM THE WORK AND
<br /> FINISH THE EXPOSED CONCRETE SURFACE BY LIGHTLY COMBING WITH A
<br /> FOR A PERIOD OF SEVEN DAYS AFTER PLACING.
<br /> KEEP SURFACE CONTINUOUSLY WET FOR THE FIRST 7 DAYS.
<br /> DURING CONSTRUCTION OPERATIONS.
<br />15. MAJOR DEFECTIVE AREAS:
<br /> BORNE BY THE CONTRACTOR.
<br /> PLASTICS AND RESINS COMPANY, KEN, N.J. AND ANAHEIM,
<br /> GROUP, COST OF REMOVAL AND REPLACEMENT SHALL BE
<br /> CONSIDERED AS DEFECTIVE CONCRETE.
<br />16. WATERPROOFING UNDER SLAP:
<br /> CALIFORNIA.
<br /> BONDING OF CEMENT.
<br /> CONCRETE WILL BE PLACED.
<br /> FORMWORK, SHORES, SUPPORTS OR BRACES.
<br /> UNIFORMLY TO PROVIDE EVEN FALL FOR DRAINING.
<br /> C. TROWEL ALL INTERIOR SLABS TO A SMOOTH, HARD FINISH.
<br /> MEDIUM STIFF BROOM AFTER TROWELING IS COMPLETE.
<br /> OPERATIONS FOR A PERIOD OF 2 HOURS.
<br />10. DISCREPANCIES:
<br /> APPROVED BY MPA ARCHITECTURAL GROUP, PLACE A
<br /> (c) AFTER THE MEMBRANE INSTALLATION HAS BEEN INSPECTED AND
<br /> GROUP.
<br /> COMPANY.
<br />13. CURING:
<br />14. FORMS:
<br />12. FINISHING:
<br /> TEN FEET.
<br />11. GENERAL:
<br /> WATER.
<br /> 7. WEATHERSTRIPPING:
<br /> REGARDING GLASS SLIDING DOORS.
<br /> GASKETS TO LIMIT AIR INFILTRATION.
<br /> 6. SLIDING DOORS:
<br />SECURITY
<br /> 1. GENERAL:
<br /> FORCED ENTRY RESISTANCE:
<br /> NOT LESS THAN 9/16 INCHES THICKNESS, PROVIDED SHAPED
<br /> (b) WOOD PANEL TYPE DOORS WITH PANELS FABRICATED OF LUMBER
<br /> (a) SOLID CORE DOORS NOT LESS THAN 1-3/8 INCHES IN THICKNESS.
<br /> CONSTRUCTIONS OR SHALL BE OF A CONSTRUCTION HAVING EQUIVALENT
<br /> WITHOUT THE USE OF A KEY SHALL BE OF ONE OF THE FOLLOWING
<br /> A. SWINGING WOODEN DOORS WHICH ARE OPENABLE FROM THE INSIDE
<br /> A. SLIDING DOORS SHALL BE SECURED WITH HOOKBOLT DEADBOLTS.
<br /> B. SEE GLAZING SPECIFICATIONS FOR ADDITIONAL INFORMATION
<br /> C. SEE SECURITY SPECIFICATIONS FOR ADDITIONAL INFORMATION.
<br /> B. ALL GLASS DOORS SHALL COMPLY WITH AIR INFILTRATION STANDARDS
<br /> 8. SEE AMERICANS WITH DISABILITIES ACT/TITLE 24 NOTES FOR
<br /> OF THE 1972 ANSI A-134.1; A-134.2; A-134.3; A-134.4.
<br /> ADDITIONAL INFORMATION APPLICABLE TO THIS SECTION
<br /> OF NOT LESS THAN 3/8 INCHES.
<br /> 2. LOCKS/DEADBOLTS:
<br /> THE ACTIVE LEAF OR LOWER LEAF.
<br /> THE DOOR.
<br /> EXCEPTIONS:
<br /> SECT. 91.6731 SNA 91.6732.
<br /> CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING
<br /> G. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER
<br /> INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN
<br /> AND SHALL BE CONSTRUCTED AND INSTALLED THAT THEY REMAIN
<br /> F. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES
<br /> E. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN
<br /> FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO ATTACK TOOLS.
<br /> DEADBOLTS WHENEVER THE CYLINDER PROJECTS BEYOND THE OUTSIDE
<br /> C. CYLINDER GUARDS SHALL BE INSTALLED ON CYLINDER LOCKS FOR
<br /> NOT PROHIBITED BY OTHER LAWS AND REGULATIONS.
<br /> THE DEVICE RECEIVING THE PROJECTED BOLT MAY BE USED WHEN
<br /> OF THE LEAF AND WHICH EMBED A MINIMUM OF 1/2 INCH INTO
<br /> (c) MANUALLY OPERATED HARDENED BOLTS AT THE TOP AND BOTTOM
<br /> AUTOMATICALLY WITH THE DEADBOLT OR BY ANOTHER DEVICE ON
<br /> (b) THE BOLT OR BOLTS MAY BE ENGAGED OR DISENGAGED
<br /> NOT BE OTHERWISE ACTIVATED, FROM THE EXTERIOR SIDE OF
<br /> (a) THE BOLT OR BOLTS NEED NOT BE KEY OPERATED, BUT SHALL
<br /> DUTCH DOORS SHALL BE EQUIPPED WITH A DEADBOLT OR DEADBOLTS.
<br /> B. THE INACTIVE LEAF OF A PAIR OF DOORS AND THE UPPER LEAF OF
<br /> HOLDING DEVICES RECEIVING THE PROJECTED BOLTS.
<br /> LEAST 1/2 INCH, BUT NEED NOT EXCEED 3/4 INCH, INTO THE
<br /> AUTOMATICALLY ACTIVATE TWO OR MORE DEADBOLTS SHALL EMBED AT
<br /> MINIMUM THROW OF 2/3 INCH. ALL DEADBOLTS OF LOCKS WHICH
<br /> BOLT. A HOOK SHAPE OR EXPANDING LUG DEADBOLT SHALL HAVE A
<br /> 5/8 INCH INTO THE HOLDING DEVICE RECEIVING THE PROJECTED
<br /> THROW OF ONE INCH AND THE EMBEDMENT SHALL NOT BE LESS THAN
<br /> EXCESSIVE FORCE. A STRAIGHT DEADBOLT SHALL HAVE A MINIMUM
<br /> SIDE OF THE DOOR BY A DEVICE NOT REQUIRING A KEY, TOOL, OR
<br /> SIDE OF THE DOOR AND ENGAGED OR DISENGAGED FROM THE INTERIOR
<br /> BOLT LOCK OR LOCKS SHALL BE KEY OPERATED FROM THE EXTERIOR
<br /> OR EQUIVALENT, SO AS TO REPEL CUTTING TOOL ATTACK. THE DEAD
<br /> INDIVIDUAL LOCKS. DEADBOLTS SHALL CONTAIN HARDENED INSERTS,
<br /> DEADBOLT. THE DEADBOLT MAY BE ACTIVATED BY ONE LOCK OR BY
<br /> AND THE BOTTOM LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A
<br /> A. A SINGLE SWINGING DOOR, THE ACTIVE LEAF OF A PAIR OF DOORS
<br /> INCHES MAXIMUM CENTERS AROUND THE PERIMETER.
<br /> WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT SIX
<br /> THICKNESS EITHER OF WHICH ARE COVERED ON THE INSIDE FACE
<br /> (c) HOLLOW CORE DOORS OR DOORS LESS THAN 1-3/8 INCHES IN
<br /> LESS THAN 2 INCHES. CARVED AREAS SHALL HAVE A THICKNESS
<br /> OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT
<br /> REQUIRED HEREIN FOR STILES AND RAILS EXCEPT MULLIONS NOT
<br /> CONSIDERED A PART OF ADJACENT PANELS UNLESS SIZED AS
<br /> THICKNESS AND 3 INCHES IN WIDTH. MULLIONS SHALL BE
<br /> OVERALL DIMENSIONS OF NOT LESS THAN 1-3/8 INCHES IN
<br /> AREA. STILES AND RAILS SHALL BE OF SOLID LUMBER WITH
<br /> INDIVIDUAL PANELS SHALL NOT EXCEED 300 SQUARE INCHES IN
<br /> EMBEDMENT OF NOT LESS THAN 5/8 INCHES.
<br /> D. DEADBOLTS SHALL CONTAIN HARDENED INSERTS.
<br /> PORTIONS OF THE PANELS ARE NOT LESS THAN 1/4 INCH THICK.
<br /> 4. SIDELIGHTS/DOOR LIGHTS:
<br /> INCHES IN LENGTH.
<br /> HINGE PINS ARE REMOVED.
<br /> 3. DOOR HARDWARE:
<br />SUSPENDED CEILING SYSTEM
<br /> BELOW THE THRESHOLD.
<br /> EXCESS OF 15 POUNDS.
<br /> APPLICABLE.
<br /> 6. MISCELLANEOUS:
<br /> SQUARE FOOT SHALL BE USED.
<br /> SHALL BE PLACES 12 FEET ON CENTER IN EACH DIRECTION WITH THE
<br /> FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORT POINTS
<br /> TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES
<br /> CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSSRUNNER AND
<br /> 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND
<br /> A. LATERAL SUPPORT MAY BE PROVIDED BY FOUR WIRES OF MINIMUM NO.
<br /> AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, AND
<br /> 2. WHERE THE CEILING LOADS DO NOT EXCEED FIVE POUNDS PER SQUARE FOOT
<br /> THE LATERAL FORCE, A MINIMUM CEILING WEIGHT OF 5 POUNDS PER
<br /> ANY LOADS TRIBUTARY TO THE SYSTEM. FOR PURPOSES OF DETERMINING
<br /> LATERAL FORCE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND
<br /> 1. SUSPENDED CEILING FRAMING SYSTEMS SHALL BE DESIGNED TO RESIST A
<br /> ADDITIONAL INFORMATION APPLICABLE TO THIS SECTION
<br /> D. SEE AMERICANS WITH DISABILITIES ACT/TITLE 24 NOTES FOR
<br /> C. ALL DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2 INCH
<br /> B. DOOR CLOSERS FOR FIRE EXIT DOORS SHALL NOT REQUIRE A FORCE IN
<br /> A. SEE STOREFRONT SPECIFICATIONS SHEET FOR ADDITIONAL WHERE
<br /> BY METAL BARS, SCREENS, OR GRILLES IN AN APPROVED MANNER.
<br /> A LEAST DIMENSION EXCEEDING EIGHT (8) INCHES SHALL BE SECURED
<br /> C. OTHER OPENINGS EXCEEDING NINETY-SIX (96) SQUARE INCHES WITH
<br /> BAR, SLIDE BOLT, AND/OR PADLOCK WITH A HARDENED STEEL SHACKLE.
<br /> B. THE HATCHWAY SHALL BE SECURED FROM THE INSIDE WITH A SLIDE
<br /> WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT SIX (6)
<br /> 1-3/4 INCHES THICK SOLID WOOD SHALL BE COVERED ON THE INSIDE
<br /> A. WOODEN HATCHWAYS, SCUTTLES, AND SIMILAR OPENINGS LESS THAN
<br /> 5. WOODEN HATCHWAYS, SCUTTLES, AND SIMILAR OPENINGS:
<br /> BARS, SCREENS OR GRILLED IN AN APPROVED MANNER.
<br /> APPROVED BURGLARY RESISTANT MATERIAL, OR GUARDED BY METAL
<br /> FORTY-EIGHT (48) INCHES SHALL BE FULLY TEMPERED GLASS,
<br /> LEAST DIMENSION GREATER THAN SIX (6) INCHES, BUT LESS THAN
<br /> FROM THE INSIDE WITHOUT THE USE OF A KEY, AND LIGHTS WITH A
<br /> ON A DOOR WHEN IN THE CLOSED AND LOCKED POSITION AND OPENABLE
<br /> A. LIGHTS WITHIN FORTY (40) INCHES OF A REQUIRED LOCKING DEVICE
<br /> THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2-1/2
<br /> PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO
<br /> B. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR
<br /> THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE
<br /> DIAMETER STEEL JAMB STUD WITH 1/4" MINIMUM PROTECTION UNLESS
<br /> HINGE PINS. IN ADDITION, THEY SHALL HAVE A MINIMUM 1/4"
<br /> SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE
<br /> A. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM THE OUTSIDE THE
<br /> FIRST POINT WITHIN 4 FEET FROM EACH WALL.
<br /> FOLLOWING BRACING METHOD MAY BE EMPLOYED:
<br /> INCH MAXIMUM CENTERS AROUND THE PERIMETER.
<br /> A WALL.
<br /> DISCONTINUITIES AS MAY OCCUR WHERE THE CEILING IS DISRUPTED BY
<br /> RUNNERS BE VERTICALLY SUPPORTED WITHIN 8 INCHES OF SUCH
<br /> REQUIREMENTS THAT DISCONTINUOUS ENDS OF CROSS RUNNERS AND MAIN
<br /> C. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED WITH THE ADDED
<br /> ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE
<br /> MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT TWO
<br /> RUNNERS MAINTAINED AT THE OTHER TWO WALLS.
<br /> B. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM.
<br /> OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION.
<br /> 1. METAL DOORS & STEEL FRAMES
<br />DOORS
<br />GYPSUM WALLBOARD
<br /> 1. GENERAL
<br /> DOOR SCHEDULE.
<br /> DOORS.
<br /> FRAMING IS COVERED.
<br /> THAN 1" X 2".
<br /> FRAMING.
<br /> PANELS.
<br /> JOINTS PERPENDICULAR TO THE MAIN FRAMING. THE EDGES AND
<br /> FASTENERS SHALL HOLD THE PANELS IN FIRM CONTACT WITH
<br /> C. FRAMING: WOOD FRAMING SHALL BE STRAIGHT AND TRUE. WOOD
<br /> CEILING STRIPPING SHALL BE 2" X 2" MINIMUM FOR NAILING AND
<br /> SHALL NOT BE LESS THAN 3/8" FROM EDGES OR ENDS OF THE
<br /> OF WALLBOARD SHEET LOCATED OVER FRAMING MEMBERS, EXCEPT FOR
<br /> ENDS ADJOINING SHEETS SHALL BE IN MODERATE CONTACT AND THE
<br /> B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL ALL EXTERIOR
<br /> 1" X 3" FOR SCREW ATTACHMENT OTHER FURRING SHALL BE NOT LESS
<br /> D. ATTACHMENT: FASTENERS SHALL NOT FRACTURE THE FACE PAPER AND
<br /> A. GYPSUM WALLBOARD SHALL BE INSTALLED WITH ALL EDGES AND ENDS
<br /> EQUAL. DOORS SHALL BE 1-3/4 INCHES THICK UNLESS OTHERWISE
<br /> C. STEEL FRAMES SHALL BE A COMBINATION TYPE OF FRAME WITH
<br /> INTEGRAL TRIM AND SHALL BE FABRICATED FROM AT LEAST 16 GAUGE
<br /> COLD-ROLLED STEEL. CORNERS SHALL BE MITERED AND WELDED THE
<br /> FULL LENGTH OF JOINTS AND GROUND SMOOTH, THE BOTTOM OF EACH
<br /> D. HOLLOW METAL DOORS SHALL BE FACED WITH 18 GAUGE COLD-ROLLED
<br /> STEEL, REINFORCED AT 16" ON CENTER AND FILLED WITH INORGANIC
<br /> INSULATION OR SOUND DEADENING MATERIAL. WHERE THE DOORS AND
<br /> FRAMES ARE SCHEDULED TO BE LABELED, THEY SHALL BEAR THE UL
<br /> CLASSIFICATION MARKING OF THE FIRE RATING INDICATED IN THE
<br /> E. A RUST INHIBITING PRIMER SHALL BE APPLIED TO ALL HOLLOW METAL
<br /> F. DOORS AND JAMBS SHALL BE INSTALLED PURSUANT TO THE
<br /> MANUFACTURER'S SPECIFICATIONS. WHEN FRAMES ARE INSTALLED IN
<br /> MASONRY WALLS USE 'T' ANCHORS, 3 JAMBS AND TWO AT THE HEAD.
<br /> NOTED ON ARCHITECTURAL DRAWINGS.
<br /> FRAME SHALL HAVE A REMOVABLE STEEL SPREADER.
<br /> A. SEE SECURITY SPECIFICATIONS FOR ADDITIONAL INFORMATION
<br /> B. HOLLOW METAL DOORS AND PRESSED STEEL FRAMES SHALL BE EQUAL TO
<br /> UNITED STATES ALUMINUM CORPORATION, SECURITY METAL PRODUCTS
<br /> OR ENGINEERING METALS OF SOUTHERN CALIFORNIA OR APPROVED
<br /> APPLICABLE TO DOOR SPECIFICATIONS
<br /> PROVIDED A CONTINUOUS BEAD OF ADHESIVE, SUFFICIENT IN SIZE
<br /> THE MAIN FRAMING MEMBERS, FASTENERS ARE USED. TWO
<br /> MAY BE APPLIED TO FRAMING MEMBERS AT 16 INCHES ON CENTER
<br /> AND THE FACE LAYER LAMINATED WITH AN ADHESIVE. OTHER
<br /> TWO-PLY APPLICATIONS OF GYPSUM WALLBOARD AND STUDLESS
<br /> PARTITIONS MAY BE PERMITTED WHEN THE INSTALLATION IS
<br /> E. SINGLE-PLY GYPSUM MAY BE ADHESIVELY APPLIED TO WOOD-FRAMING,
<br /> TO PRODUCE TO 1/16" THICK BY 1" WIDE CONTACT, IS APPLIED TO
<br /> CONTINUOUS BEADS OF ADHESIVE ARE REQUIRED WHERE EDGE OR END
<br /> F. TWO-PLY APPLICATIONS: TWO LAYERS OF 3/8" GYPSUM WALLBOARD
<br /> WITH THE BASE LAYER NAILED AS REQUIRED FOR 1/2" WALLBOARD
<br /> APPROVED BY THE BUILDING DEPARTMENT.
<br /> JOINT OCCUR OVER A SINGLE MEMBER.
<br /> 2. DOUBLE DOORS:
<br /> THRESHOLDS.
<br /> 4. STOREFRONT AND WINDOWS:
<br /> 5. DOOR HARDWARE:
<br /> A. INACTIVE LEAF SHALL BE SECURED WITH FLUSHBOLTS AT HEAD AND
<br /> THE LOCAL CITY BUILDING CODE AND THE ARCHITECTURAL BARRIERS
<br /> LAWS OF TITLE 24 AND A.D.A. ALL EXTERIOR SWINGING DOORS
<br /> (a) EXTERIOR - DEADLOCKING LATCH KEY OPERATED LOCK
<br /> (b) INTERIOR - OPENABLE WITHOUT KEY IN A SINGLE EFFORT,
<br /> B. ALL INTERIOR DOOR HARDWARE SHALL BE OF A LEVER, TOGGLE OR
<br /> PUSH-PULL TYPE. CLOSERS ON ALL INTERIOR DOORS SHALL NOT
<br /> C. SEE SECURITY SPECIFICATIONS FOR ADDITIONAL INFORMATION.
<br /> WITHOUT SPECIAL KNOWLEDGE.
<br /> EXCEED A PRESSURE OF 5 POUNDS.
<br /> A. SEE STOREFRONT SPECIFICATION SHEET.
<br /> SHALL HAVE DEADBOLTS WITH HARDENED INSERTS.
<br /> 3. FIXTURES AND DIFFUSERS:
<br /> TRUSSES.
<br /> RUNNERS.
<br /> TO THE CEILING.
<br /> BE INSTALLED A MINIMUM OF 8" BELOW THE BOTTOM CHORD OF ROOF
<br /> T-BAR SHALL BE DIRECTLY BELOW THE TRUSS CHORD. THE CEILING SHALL
<br /> EVER POSSIBLE AND WHERE THE TRUSS SPACING IS 24" ON CENTER THE
<br /> POSITIVELY ATTACHED TO AND SUPPORTED BY THE CEILING
<br /> WHICH RECEIVE NO TRIBUTARY LOADING FROM DUCT WORK MAY BE
<br /> (b) AIR DIFFUSERS WHICH WEIGH NOT MORE THAN 20 POUNDS, AND
<br /> POUNDS IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY
<br /> MAY BE SUSPENDED AND PENDANT HUNG FIXTURES NOT OVER 20
<br /> (a) RECESSED LIGHTING FIXTURES NOT OVER 56 POUNDS IN WEIGHT,
<br /> DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. EXCEPTION:
<br /> A. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED
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