|
ELECTRICAL:
<br /> 1. ALL ELECTRICAL WORK TO CONFORM WITH UTILITY COMPANY REQUIREMENTS AND LOCAL CODES.
<br /> 2. ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS.
<br /> 3. CONTRACTOR SHALL INSPECT EXISTING SERVICE PRIOR TO SUBMITTING BID TO INSURE ADEQUACY
<br /> FOR NEW EQUIPMENT AND ELECTRICAL. A NEW SERVICE OF PROPER SIZE SHALL BE PART OF THE\
<br /> CONTRACT IF REQUIRED.
<br />4. FIXTURES TO BE SELECTED BY OWNER AND INSTALLED BY ELECTRICIAN
<br />5. PROVIDE ALL BATHROOM AND EXTERIOR OUTLETS ON GROUND FAULT DETECTOR CIRCUITS.
<br />HEATING:(CONTINUED)
<br /> 6)ALL EXHAUST SYSTEMS SHALL HAVE DAMPERS.
<br /> 7)PROVIDE SETBACK THERMOSTAT ON ALL HEATING OR COOLING SYSTEMS EXCEPT
<br /> HEAT PUMPS.
<br />B)FAN SYSTEMS:
<br /> 1) FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE
<br /> PROVIDED BACK-DRAFT DAMPERS INSTALLED TO PREVENT AIR LEAKAGE WHEN THE
<br /> FAN IS NOT OPERATING.
<br />C) INSTALLATION AND WORKMANSHIP:
<br /> 1) ALL WORK SHALL BE PERFORMED IN THE BEST PRACTICE OF THE TRADE AND
<br /> CONFORMING TO ALL APPLICABLE CODES. REGISTERS SHALL BE LOCATED IN
<br /> ALL ROOMS. SEE DRAWINGS FOR LOCATIONS. UPON COMPLETION, THIS CONTRACTOR
<br /> SHALL CHECK OUT AND BALANCE THE SYSTEM.
<br />D) HEATING AND VENTILATING CONTRACTOR SHALL FURNISH ALL MECHANICAL DRAWINGS
<br /> FOR CONSTRUCTION AND PERMITS. ALL. WORK TO COMMON WITH THE LATEST CODE
<br /> AND SAFETY REGULATIONS.
<br />OCCUPANCY LIFE SAFETY:
<br />1. PROVIDE 110V SMOKE ALARMS(DETECTORS) WITH BATTERY BACKUP IN ALL
<br /> SLEEPING ROOMS , HALLWAYS AND ROOMS LEADING TO THE ROOMS. THE DETECTOR
<br /> SHALL SOUND ALARM AUDIBLE IN ALL SLEEPING ROOMS OF THE DWELLING.
<br />SECURITY:
<br />1. SWINGING DOORS:
<br /> A)DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE PIECE CONSTRUCTION
<br /> WITH THE JAMS OR JOINED BY RABBET TO THE JAMBS.
<br /> B)ALL PIN TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA
<br /> WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN
<br /> ADDITION, THEY SHALL HAVE ¼" STEEL JAM STUD WITH ¼" MINIMUM PROJECTION
<br /> UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE
<br /> PINS ARE REMOVED.
<br /> C)THE STRIKE PLATE FOR LATCHES AND THE BOLDING DEVICE FOR PROJECTING
<br /> DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAM AND WALL
<br /> FRAMING WITH 2 ½" LONG SCREWS.
<br /> D)DEADBOLTS SHALL HAVE HARDENED INSERTS, MIN 1" THROW EMBEDMENT 5/8".
<br /> E)WOOD FLUSH DOORS SHALL BE IN MIN 1 3/8" THICK, SOLID CORE, PANEL TYPE
<br /> MIN PANEL THICKNESS 9/16. MAX 300 SQ. INCHES IN AREA.
<br /> F)GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS.
<br />2.CYLINDER GUARDS HALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE
<br /> CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE EXPOSED
<br /> TO GRIPPING TOOLS.
<br />3.SLIDING GLASS DOORS AND WINDOWS SHALL BE ALE TO RESIST THE TESTS SET
<br /> FORTH IN 91.6731 AND 91.6732 OF THE BUILDING CODE.
<br />4.SLIDING GLASS DOORS AND WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE
<br /> UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF
<br /> THE PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION.
<br />5.PROVIDE HARDENED LOCK AND LATCH ON OVERHEAD GARAGE DOORS OVER 9'0" IN
<br /> LENGTH.
<br />6.GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE
<br /> CLOSED POSITION SHALL BE FULLY TEMPERED GLASS.
<br />7.USE DEAD LOCKING LATCH KEY OPERATED LOCKS ON EXTERIOR; LOCKS OPEN ABLE
<br /> WITHOUT KEY OR SPECIAL KNOWLEDGE OR EFFORT ON INTERIOR.
<br />8.INACTIVE LEAF OF ALL EXTERIOR DOUBLE DOORS SHALL HAVE APPROVED SLIDE
<br /> BOLD LOCKING DEVICE AT TOP AND BOTTOM.
<br />9.PROVIDE 110V SMOKE ALARMS(DETECTORS) WITH BATTERY BACKUP IN ALL SLEEPING
<br /> ROOMS , HALLWAYS AND ROOMS LEADING TO THE ROOMS. THE DETECTOR SHALL
<br /> SOUND ALARM AUDIBLE IN ALL SLEEPING ROOMS OF THE DWELLING.
<br /> 3)STAIN SHALL BE MONSANTO CHEMICAL OR OLYMPIC.
<br /> 4)ALL WORK TO BE IN ACCORDANCE WITH BEST PRACTICES OF THE TRADE.
<br /> E. MISCELLANEOUS: REFER TO PLANS FOR SPECIFIC MATERIALS AND FINISHES.
<br />ENERGY:(CONTINED)
<br />7)THE BUILDER SHALL PROVIDE THE ORIGINAL OCCUPANT A LIST OF THE
<br /> HEATING, COOLING, WATER HEATING, LIGHTING SYSTEMS AND
<br /> CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND
<br /> INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY.
<br />8)A MAINTENANCE LABEL SHALL BE AFFIXED TO ALL EQUIPMENT REQUIRING
<br /> PREVENTIVE MAINTENANCE, AND A COPY OF THE MAINTENANCE
<br /> INSTRUCTIONS SHALL BE PROVIDED FOR THE OWNER'S USE.
<br />9)ALL INSULTING MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER
<br /> AS COMPLYING WITH CALIFORNIA QUALITY STANDARDS FOR INSULATION.
<br />A. HEATING AND COOLING
<br /> 1) IF HEATING IS TO BE ACCOMPLISHED BY EXTENDING DUCTS FROM AN
<br /> EXISTING FORCED AIR UNIT, NO EQUIPMENT SIZING WILL BE REQUIRED.
<br /> 2)IF NEW HEATING EQUIPMENT IS NEEDED, HEAT LOSS CALCULATING
<br /> MUST BE PREPARED TO SIZE SYSTEM.
<br /> 3)NEW UNIT MUST BE EQUIPPED WITH A PROGRAMMABLE HIGH SET-BACK
<br /> THERMOSTAT.
<br /> 4)DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED
<br /> ACCORDING TO CHAPTER 10 OF THE UNIFORM MECHANICAL CODE ALL
<br /> PARTS OF THE DUCT SYSTEM SHALL BE TIGHTLY SEALED WITH MASTIC
<br /> OR TAPE.
<br /> 5)THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE SHALL BE
<br /> CAULKED OR OTHERWISE SEALED TO LIMIT INFILTRATION:
<br /> A) EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN
<br /> WALL SOLE PLATES AND FLOORS, AND BETWEEN EXTERIOR WALL
<br /> PANELS.
<br /> B) OPENINGS FOR PLUMBING, ELECTRICITY AND GAS LINES IN WALLS,
<br /> CEILINGS, AND FLOORS.
<br /> C) OPENINGS IN ATTIC FLOOR.
<br /> D) ALL OTHER SUCH OPENING IN BUILDING ENVELOPE.
<br /> 6)STORAGE TYPE WATER HEATERS AND STORAGE BACK-UP TANKS FOR
<br /> SOLAR WATER HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED
<br /> WITH INSULATION OR R-12 OR GREATER.
<br /> 7)PIPING IN UNCONDITIONED SPACE LEADING TO AND FROM WATER
<br /> HEATERS SHALL BE WRAPPED WITH INSULATION R-3 FOR 5' OF PIPE
<br /> NEXT TO WATER HEATER.
<br /> 8)RECIRCULATING HOT WATER PIPING IN UNHEATED SPACES SHALL BE
<br /> INSULATED.
<br /> 9)GAS FIRED COOKING APPLIANCES, SHOWER HEADS AND FAUCETS SHALL
<br /> COMPLY WITH THE APPLIANCE EFFICIENCY STANDARDS.
<br /> B.WATER HEATING:
<br /> 1) INSULATE TANK WITH R-12 EXTERNAL BLANKET.
<br /> 2) INSULATE INLET AND OUTLET PIPES WITH R-3 FIRST 5 FEET.
<br /> 3) SHOW MAKE, MODEL, AND SIZE OF WATER HEATER ON PLANS.
<br /> D. LIGHTING:
<br /> 1)GENERAL LIGHTING IN KITCHENS AND BATHS SHALL HAVE AN
<br /> EFFICIENCY OF NOT LESS THAN 25 LUMENS PER WATT, EXCEPT THAT
<br /> LUMINARIES USED AS THE ONLY LIGHTING IN BATHS ARE EXEMPT FROM
<br /> THIS REQUIREMENT.
<br />PLUMBING:
<br /> 1. GENERAL:
<br /> 1) PLATE STRAPS SHALL BE USED TO REPAIR STUDS, PLATES, AND
<br /> TRIMMERS WHERE CUT OR DRILLED MORE THAN ONE-HALF THE DEPTH.
<br /> 2)ALL PIPING THROUGH WALLS SHALL BE FILLED WITH MASTIC AND
<br /> COVERED WITH ESCUTCHEONS PLATES.
<br /> 3)PLUMBING VENTS SHALL NOT BE LOCATED CLOSER THAN
<br /> 10 FEET FROM ANY PROPERTY LINE.
<br /> 4) ALL METALLIC PIPING UNDER SLAB SHALL BE SLEEVED.
<br /> 5)ALL WATER CLOSETS SHALL BE 1.28 GALLONS PER FLUSH MAXIMUM.
<br /> 6)ALL SINKS AND LAVATORIES SHALL BE 1.5 GALLONS PER MINUTE.
<br /> 7) ALL SHOWERS HEADS SHALL BE 2.0 GALLONS PER MINUTE.
<br /> 8)ALL HOSE BIBS SHALL HAVE NON-REMOVABLE TYPE LISTED
<br /> BACK FLOW PREVENTION DEVICES WITHOUT ATTACHED HOSE
<br /> 9)NO CELLULAR CORE ABS-DWV WILL BE USED.
<br />2.WATER PIPING:
<br /> A)MATERIALS:
<br /> 1)COPPER TUBE FOR WATER PIPING SHALL HAVE A WRIGHT OF NOT LESS
<br /> THAN THAT OF COPPER WATER TUBE TYPE L. EXCEPTION: TYPE W
<br /> COPPER TUBING MAY BE USE FOR WATER PIPING WHEN PIPING IS ABOVE
<br /> GROUND, AND THE NORMAL MAXIMUM PRESSURE DOES NOT EXCEED 100
<br /> POUNDS, AND THE WORKING TEMPERATURE DOES NOT EXCEED 210 F.
<br /> B)WATER HEATER:
<br /> 1)WATER HEATER SHALL BE ANCHORED OR STRAPPED. STRAPPING SHALL
<br /> BE AT A POINT WITHIN UPPER AND LOWER ONE THIRD (1/3) OF ITS
<br /> DIMENSIONS.
<br /> 2)WATER HEATER INSULATION BLANKET (R-16 OR GREATER) REQUIRED AND
<br /> FIRST FIVE FEET OF PIPES CLOSETS TO TANK TO BE INSULATED (R-3).
<br /> 3)WATER HEATER WILL HAVE TEMPERATURE AND PRESSURE RELIEF VALVE
<br /> THAT WILL VENT TO EXTERIOR OUTLET SHALL NOT BE HIGHER THE 24"
<br /> OR LOWER THEN 6" ABOVE GRADE.
<br />3.GAS PIPING:
<br /> A)MATERIALS:
<br /> 1)ALL PIPE USED FOR THE INSTALLATION OF ANY GAS PIPING SHALL BE
<br /> STANDARD WEIGHT WROUGHT IRON OR STEEL(GALVANIZED OR BLACK).
<br /> YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY-FIVE (75)
<br /> PERCENT COPPER), OR INTERNALLY TINNED OR EQUIVALENTLY TREATED
<br /> COPPER OF IRON PIPE SIZE.
<br /> 2)ALL FITTINGS USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE
<br /> OF MALLEABLE IRON OR YELLOW BRASS (CONTAINING NOT MORE THAN
<br /> SEVENTY-FIVE (75) PERCENT COPPER.
<br /> 3)GAS COOKING APPLIANCES TO BE EQUIPPED WITH INTERMITTENT IGNITION
<br /> DEVICE.
<br /> 4)MASONRY AND FACTORY-BUILT FIREPLACES SHALL HAVE:
<br /> a)TIGHT FITTING, CLOSABLE METAL OR GLASS DOOR.
<br /> b)OUTSIDE AIR INTAKE WITH DAMPER AND CONTROL.
<br /> c)FLUE DAMPER AND CONTROL.
<br /> d)NO CONTINUOUS BURNING GAS PILOT ALLOWED.
<br /> 4.WASTE PIPING:
<br /> MATERIALS:
<br /> 1) ALL WASTE PIPING WHICH PENETRATES WALLS WITH (L) HOUR FIRE
<br /> RESISTIVE MATERIALS APPLIED SHALL BE CAST IRON OR OTHER
<br /> NONCOMBUSTIBLE PIPING MATERIAL APPROVED BY THE UNIFORM BUILDING
<br /> CODE APPLICABLE EDITION, STATE AND LOCAL CODES.
<br /> 2)RAPID FIT WASTE AND OVERFLOW FITTINGS SHALL BE USE IN LIEU OF
<br /> ACCESS PANEL AS PER I.A.P.M.O. FILE NO. 966.
<br />GENERAL REQUIREMENTS:
<br /> 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION
<br /> OF THE california BUILDING CODE AND SUCH OTHER REGULATING AGENCIES
<br /> EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK.
<br /> 2. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
<br /> CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OR DESIGNER OF
<br /> DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN
<br /> ON DRAWINGS BEFORE PROCEEDING WITH THE WORK.
<br /> 3. CONTRACTOR SHALL CONSULT ALL REPRESENTATIVES OF CITY, GAS,LIGHT, WATER,
<br /> POWER AND PHONE COMPANIES CONCERNING AVAILABLE FACILITIES, REPORT
<br /> COMMENCING WORK OR CONNECTING FACILITIES.
<br /> 4. THE CONTRACT DOCUMENTS CONSISTS OF THE AGREEMENT, THE GENERAL
<br /> CONDITIONS OF THE CONTRACT, THE DRAWINGS AND SPECIFICATIONS, INCLUDING
<br /> ALL MODIFICATIONS THEREOF INCORPORATED IN THE DOCUMENTS BEFORE
<br /> EXECUTION.
<br /> 5. THE SUB-LETTING OF THE WORK BY THE CONTRACTOR SHALL NOT IN ANY WAY
<br /> RELIEVE HIM OF ANY RESPONSIBILITY OR OBLIGATION TO THE OWNER, ARCHITECT
<br /> OR DESIGNER, OR THE CONTRACT.
<br /> 6. CONSTRUCTION AND STORAGE OPERATIONS SHALL BE KEPT WITHIN THE AREAS
<br /> DESIGNED BY THE OWNER. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN
<br /> OTHER AREAS.
<br /> 7. THE GENERAL CONTRACTOR AND EACH SUB-CONTRACTOR SHALL CARRY
<br /> INSURANCE TO COVER THE PUBLIC AND WORKMAN'S COMPENSATION DURING THE
<br /> ENTIRE JOB. CERTIFICATE OF SAME SHALL BE FILED WITH THE OWNER.
<br /> 8. THE CONTRACTOR SHALL EXECUTE THE WORK WITH THE UTMOST DISPATCH.
<br /> BAILING IN THIS, OWNER SHALL HAVE THE RIGHT, UPON FIVE DAYS WRITTEN
<br /> NOTICE, TO PURCHASE MATERIALS AND TO EMPLOY MEN TO EXECUTE THE WORK,
<br /> AND THE COST OF SAID MATERIALS AND LABOR SHALL BE DONE BY THE
<br /> CONTRACTOR.
<br /> 9. CLEAN UP;
<br /> a) PERIODIC CLEAN-UP: EMPTY ALL REFUSE BARRELS AND CANS AND REMOVE
<br /> RUBBISH AND DEBRIS FROM THE SITE AT LEAST ONCE EVERY WEEK DURING
<br /> THE CONSTRUCTION PERIOD.
<br /> b) COMPLETION: UPON COMPLETION OF THE WORK, REMOVE THE RUBBISH FROM
<br /> OR ABOUT THE BUILDING AS WELL AS ALL TOOLS, SCAFFOLDING, AND SURPLUS
<br /> MATERIALS. IN CASE OF DISPUTE BETWEEN THE CONTRACTOR AND OTHER
<br /> CONTRACTORS, AS TO RESPONSIBILITY FOR REMOVAL OR RUBBISH, ETC., OR IN
<br /> CASE RUBBISH, ETC., IS NOT PROMPTLY REMOVED. THE OWNER MAY REMOVE
<br /> RUBBISH, ETC., AND CHARGE THE COST TO THE CONTRACTOR.
<br /> c) FINAL CLEANING: IMMEDIATELY PRIOR TO FINAL INSPECTION, GIVE THE ENTIRE
<br /> BUILDING A FINAL CLEANING, INCLUDING REMOVAL OF THE PROTECTIVE
<br /> COVERING MATERIALS APPLIED TO ALUMINUM AND OTHER MATERIALS, REMOVAL
<br /> OF LABELS, WASHING GLASS, FLOORS AND TILE SURFACES, WAXING RESILIENT
<br /> FLOORING, CLEANING AND POLISHING PLUMBING FIXTURES, HARDWARE, AND
<br /> OTHER METAL, CLEANING EQUIPMENT, AND REMOVAL OF ALL TOOLS, EQUIPMENT,
<br /> DEBRIS, TEMPORARY FACILITIES, ETC. AS REQUIRED TO PREPARE THE BUILDING
<br /> FOR OCCUPANCY.
<br /> 10.ALL CONDITIONS NOTED AS EXISTING OR SHOWN AS EXISTING ARE BASED ON THE
<br /> BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THE DRAWINGS.
<br /> NO WARRANTY IS IMPLIED AS TO THE ACCURACY OF THE ITEMS REFERRED AS
<br /> EXISTING.
<br />SITE WORK:
<br />1.THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN THE DEPTH INTO WHICH A
<br />PERSON IS REQUIRED TO DESCEND.
<br />2.UNDERGROUND UTILITIES: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
<br />UNDERGROUND UTILITIES PRIOR TO COMMENCING DEMOLITION, EXCAVATIONS, OR GRADING.
<br />DISCONNECT AND CAP OR PROTECT AS REQUIRED.
<br />3.GRADE SITE TO ELEVATIONS FROM ON GRADING PLAN. CUT OR FILL AS REQUIRED. ALL
<br />PORTIONS OF THE SITE, INCLUDING YARDS, ARRAYS, COURTYARDS AND PASSAGEWAYS SHALL BE
<br />PROPERLY GRADED SO THAT WATER DRAINS AWAY FROM THE BUILDINGS.
<br />4.ALL EXCESS DIRT AND TRASH ARE TO BE REMOVED FROM SITE.
<br />5.ALL GRADING TO BE PERFORMED I ACCORDANCE WITH ALL APPLICABLE CODES AND LOCAL OR
<br />ORDINANCES AND THE APPROVED SOILS AND/OR GEOLOGY REPORT.
<br />6.UPON COMPLETION ALL WOOD, PLASTER, OR OTHER DEBRIS SHALL BE CLEARED FROM THE SITE.
<br />GRADING SHALL BE PREFORMED SO THAT ALL SURFACE WATER DRAINS RAPIDLY AWAY FROM THE
<br />STRUCTURE AND THEN PROPERLY TO THE DRAINAGE DEVICES OR THE STREET.
<br />FOUNDATIONS:
<br /> 1.FOUNDATION SHALL BEAR AS DETAILED ON THE PLANS AND/OR INDICATED IN THE
<br /> SOIL REPORT.
<br /> 2.DESIGN SOIL BEARING PRESSURE INDICATED IN THE STRUCTURAL CALCS.
<br /> 3.FOOTING ELEVATIONS SHOWN ON THE PLANS ARE FOR ESTIMATING PURPOSES ONLY
<br /> AND SHALL BE VERIFIED IN THE FIELD.
<br /> 4.EXCAVATIONS ADJACENT TO EXISTING BUILDINGS OR WALLS SHALL NOT EXTEND
<br /> BELOW AN ANGLE OF 45 DEGREES FROM THE BOTTOMS OF THE FOOTINGS OF
<br /> THESE ADJACENT STRUCTURES, OR THE CONTRACTOR SHALL PROVIDE ADEQUATE
<br /> SHORING FOR THE EXCAVATIONS.
<br /> 5.WHERE EXISTING FOOTINGS, CONCRETE SLABS, PIPES, UTILITIES OR OTHER BURIED
<br /> ITEMS ARE REMOVED, WHERE NEW SLABS OR FOOTINGS ARE TO BE LOCATED,
<br /> ALL EXISTING LOOSE SOIL SHALL BE REMOVED AND RECOMPUTED TO A MINIMUM
<br /> OF 90% OF MAXIMUM DENSITY.
<br /> 6.ALL FILL SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY IN
<br /> ACCORDANCE WITH ASTM D-1557. FILL SHALL BE PLACED UNDER THE SUPERVISION
<br /> OF, AND TESTED AND CERTIFIED BY, AN APPROVED SOIL'S ENGINEER.
<br /> 7.ANCHOR BOLTS SHALL BE 5/8" DIAMETER X 12" WITH 9" MIN. EMBEDMENT,
<br /> SPACING 6' MAXIMUM UNLESS NOTED OTHERWISE. SEE PLANS FOR SPACING.
<br /> INSTALL A MINIMUM 2 BOLTS IN EACH PIECE OF SILL PLATE AND MINIMUM OF 12"
<br /> FROM SILL ENDS. USE ONE PLATE WASHER: 0.229"X 3"X 3"
<br /> 8.HOLD DOWN HARDWARE MUST BE SECURED PRIOR TO THE FOUNDATION INSPECTION
<br />MASONRY:(Continued)
<br />1.NO. S SIEVE AND ALL PASSING 3/8 INCH SIEVE.
<br />2.CONCRETE BLOCK SHALL BE PLACED IN ACCORDANCE WITH CHAPTER 24 OF THE BUILDING CODE.
<br />3.VERTICAL STEEL: SET AND BRACE BEFORE PROCEEDING WITH MASONRY WORK.
<br />10.LAPS: 40 DIAMS. AT SPLICES, CORNERS AND INTERSECTIONS.
<br />11.CONTINUOUS INSPECTION: NOT REQUIRED
<br />12.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. DESCRIPTION A15
<br />AND A305EXCEPT THAT ¼" TIES MAY BE PLAIN BARS. WIRE REINFORCEMENT SHALL CONFORM TO
<br />A.S.T.M DESIGNATION A82.
<br />13.WORKMANSHIP: CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORKMANSHIP AND ALL
<br />WALLS SHALL BE LAID TRUE AND PLUMB. PROVISIONS SHALL BE ARRANGED FOR ALL ADJOINING
<br />CONSTRUCTION. ALL WALLS TO HAVE FLUSH JOINTS READY TO RECEIVE PLASTER OR
<br />WATERPROOFING.
<br />14.TOOL ALL JOINTS, UNLESS INDICATED ON DRAWINGS OTHERWISE.
<br />CONCRETE:
<br />1.ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL ATTAIN A MINIMUM
<br />COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI.
<br />2.MAXIMUM CONCRETE SLUMP SHALL BE 3"
<br />3.CEMENT FOR CONCRETE, MORTAR, AND GROUT SHALL BE TYPE I OR II CONFIRMING AT ASTM
<br />C-150. AGGREGATE SHALL CONFORM TO ASTM C-33
<br />4.NO PIPES OR DUCTS, OTHER THAN CONDUIT, SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS
<br />SPECIFICALLY SHOWN. ALUMINUM CONDUIT SHALL NOT BE USED.
<br />5.VERIFY WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWING LOCATION OF ALL ITEMS IN
<br />OR ATTACHED TO CONCRETE.
<br />6.DRYPACK SHALL BE 1:3 CEMENT AND SAND MIX.
<br />ASPHALTIC PAVING:
<br />1.SUBGRADE: SCARIFY & COMPACT TO 90%. FILL OR CUT AS REQUIRED. REMOVE DEPRESSIONS
<br />AND HIGH POINTS AND BRING ENTIRE AREA TO SMOOTH PLANE. APPLY SOIL POISONING AGENT.
<br />2.BASE AGGREGATE: 4" THICK ASE COURSE OF ¾MAXIMUM TYPE A MEDIUM AGGREGATE, 1" THICK
<br />SURFACING COURSE OF 3/8" MAXIMUM TYPE A MEDIUM AGGREGATE, FOG SEAL. PLACE, SPREAD
<br />AND COMPACT IN ONE CONTINUOUS OPERATION. BARRICADE UNTIL CURED.
<br />3.OUTLINES OF ALL PAVING SHALL BE 1" X 3" HEADER BOARDS.
<br />METAL:
<br /> A. STRUCTURAL STEEL.
<br /> 1.STRUCTURAL STEEL ROLLED SECTIONS AND PLATE USED IN THE WORK SHALL
<br /> CONFORM TO ASTM A36.
<br /> 2.PIPE COLUMNS SHALL BE WELDED SEAMLESS PIPE CONFORMING TO ASTM A53
<br /> FOR GRADE "B" PIPE.
<br /> 3.SQUARE OR RECTANGULAR TUBES SHALL BE WELDED SEAMLESS SECTIONS MADE
<br /> OF STEEL CONFORMING TO ASTM A36.
<br /> 4.ALL FABRICATION SHALL BE DONE IN THE SHOP OF FABRICATOR LICENSED BY
<br /> THE BUILDING OFFICIAL OR UNDER THE CONTINUOUS INSPECTION OF A
<br /> REGISTERED DEPUTY INSPECTOR LICENSED BY THE SAME BODY.
<br /> 5.BOLTED CONNECTIONS USED IN THE WORK SHALL CONSIST OF UNFINISHED BOLTS
<br /> CONFORMING TO ASTM A307.
<br /> 6.ALL WELDING SHALL CONFORM TO THE STANDARD CODE FOR ABC AND GAS
<br /> WELDING OF THE AMERICAN WELDING SOCIETY.
<br /> B. SHEET METAL
<br /> 1.ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF
<br /> NOT LESS THAN NO. 26 U.S. GAUGE CORROSION-RESISTANT METAL. FLASH ALL
<br /> PENETRATIONS.
<br /> 2.FLASH AND COUNTER FLASH AT ALL ROOF TO WALL CONDITIONS. G.I. FLASH
<br /> AND CAULK WOOD BREAMS AND OUTLOOKERS PROJECTING THROUGH EXTERIOR
<br /> WALLS OR ROOF SURFACES.
<br /> 3.NAILS SHALL BE LONG ENOUGH TO GIVE A MINIMUM PENETRATIONS OF ¾INTO
<br /> WOOD,1" INTO MAILING CONCRETE.
<br /> 4.SCREWS TO BE PLATED WITH ZINC OR CADMIUM INTO METAL AND EITHER 1"
<br /> SLATING NAILS NOT SMALLER THAN NO. 6 BY 1" SCREWS INTO LEAD PLUGS.
<br />MOISTURE PROTECTION:
<br /> 1.WEATHER-STRIP ALL DOORS AND WINDOWS EXPOSED TO THE EXTERIOR AL DOORS
<br /> AND WINDOWS TO BE CERTIFIED.
<br /> 2.METAL PLASTER GROUND WITH WEEP HOLES SHALL BE INSTALLED AT THE
<br /> EXTERIOR OF THE BUILDING, AT THE INTERSECTION OF THE MUDSILL AND THE
<br /> CONCRETE SLAB. SCREWED, TO BE 26 GAUGE CORROSION RESISTANT METAL
<br /> WITH ¼" ROUND WEEP HOLES AT 3" O.C.
<br /> 3.ALL JOINTS AND PENETRATIONS TO OUTSIDE TO BE CAULKED AND SEALED.
<br /> 4.MOISTURE BARRIER: PROVIDE ONE (1) LAYER 15 POUND ASPHALT SATURATED
<br /> FELT MINIMUM UNDER ALL EXTERIOR FINISHERS.
<br /> 5.MATERIALS: ALL EXTERIOR MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF
<br /> THE UNIFORM BUILDING CODE APPLICABLE EDITION, STATE AND LOCAL CODES.
<br />INSULATION:
<br /> 1. ALL EXTERIOR WALLS, WALLS BETWEEN LIVING SPACE AND UNHEATED GARAGE OR
<br /> STORAGE ROOM, BETWEEN JAMBS AND FRAMING, CEILINGS WITH COLD AREAS
<br /> ABOVE, ATTIC ACCESS PANEL, KNEE WALLS ADJACENT TO HEATED SPACE,
<br /> BETWEEN COMBINATION RAFTER AND CEILING JOIST (LEAVE OPEN SPACE ABOVE
<br /> FOR VENTILATION) TO HAVE A MINIMUM (BATT) INSULATION OF R-15WALLS, R-30
<br /> CEILINGS.
<br /> 2.BUILDER AND INSULATION INSTALLER ARE TO PROVIDE A CERTIFICATE OF
<br /> INSTALLATION AND POST IN THE BUILDING IN A CONSPICUOUS LOCATION.
<br /> 3.INSTALLATION SHALL CONFORM TO TITLE 24 OF THE STATE OF CALIFORNIA
<br /> ADMINISTRATIVE CODE AND SHALL BE CERTIFIED AS COMPLYING WITH TITLE 24 BY
<br /> INSULATION INSTALLER.
<br />CARPENTRY:
<br /> 1. WOOD FRAMING: FRAMING REQUIREMENTS SUCH AS NAILING, LET-IN DIAGONAL
<br /> BRACES, ETC., SHALL BE PER MINIMUM REQUIREMENTS OF THE APPLICABLE
<br /> LOCAL CODE UNLESS GREATER REQUIREMENTS ARE INDICATED ON PLANS OR
<br /> SPECIFICATIONS.
<br /> 2. FRAMING LUMBER: FRAMING LUMBER SHALL BE DOUGLAS FIR LARGE, GRADE
<br /> MARKED BY W.W.P.A. OR W.C.L.I.B. AS FOLLOWS, UNLESS OTHERWISE NOTED ON
<br /> PLANS:
<br /> VERTICAL FRAMING
<br /> 2" X 4" & 4" X 4" ........................................STANDARD GRADE
<br /> 2" X 6" AND LARGER .......................................NO. 2 GRADE
<br /> 6" X 6" AND LARGER .......................................NO. 1 GRADE HORIZONTAL FRAMING
<br /> 2" X & 4" X .....................................................NO. 2 GRADE
<br /> 6" X AND LARGER.............................................NO. 1 GRADE
<br /> 3. MOISTURE CONTENT: MOISTURE CONTENT OF DOUGLAS FIR FRAMING LUMBER
<br /> SHALL NOT EXCEED 20% IN ADDITION, THE LUMBER SHALL BE AIR DRIED FOR 60
<br /> DAYS UNDER ADEQUATE COVER ON THE SITE,OR LUMBER MAY BE USED THAT
<br /> HAS A MOISTURE CONTENT APPROXIMATELY EQUAL TO THAT WHICH WILL
<br /> EVENTUALLY BE ATTAINED IN SERVICE.
<br /> 4.PROTECTION AGAINST DECAY AND TERMITES:
<br /> A) WOOD EMBEDDED IN THE GROUND OR IN DIRECT CONTACT WITH THE EARTH
<br /> AND USED FOR THE SUPPORT OF PERMANENT STRUCTURES, SHALL BE TREATED
<br /> WOOD.
<br /> B) WOOD JOISTS OR THE BOTTOM OF WOOD FLOORS CLOSER THAN 18 INCHES, OR
<br /> WOOD GIRDERS CLOSER THAN 12 INCHES TO THE GROUND UNDER FLOOR AREAS
<br /> AND THEIR SUPPORTS, SHALL BE OF TREATED WOOD OR ALL HEARTWOOD OF
<br /> APPROVED NATURALLY DURABLE SPECIES AS LISTED IN THE UNIFORM BUILDING
<br /> CODE APPLICABLE EDITION.
<br />5. EXTERIOR AND BEARING STUD WALL REQUIREMENTS:
<br /> MAXIMUM HEIGHT:
<br /> UP TO 10'..............................................................2X4 @ 16"OC
<br /> UP TO 20'.............................................................2X6 @ 16"OC
<br /> UP TO 22'..............................................................2X8 @ 16"OC
<br /> UP TO 24'.....................................2X10 @ 16"OC OR 2X8 @ 8
<br />6. NAILING SCHEDULE:
<br />NAILS
<br />NAILING CONNECTION BOX OR COMMON
<br />POST TO PIER PAD - TOP NAIL .....................3-16D OR 4-SD
<br />GIRDER TO POST-TOE NAIL..........................316D OR 4-SD
<br />JOIST TO SILL OR GIRDER-TOE NAIL.................3-8D
<br />BRIDGING TO JOIST-TOE NAIL.......................2-8D
<br />1 X 6 SUB-FLOOR TO JOIST-FACE NAIL................2-8D
<br />PLYWOOD SUB-FLOOR TO JOIST-FACE NAIL..........8D-6"O.C. (U.N.O.)
<br />2-INCH SUB-FLOOR TO JOIST OR GIRDER ............2-16D
<br />PLATE TO JOIST OR BLOCKING.......................16D-16" O.C.
<br />STUD TO PLATE-END NAIL...........................2-16D
<br />STUD TO PLATE-TOE NAIL...........................3-16D OR 4-8D
<br />TOP PLATES-SPIKE TOGETHER........................16D OR 16" O.C.
<br /> -LAPS AND INTERSECTIONS..................2-16D (U.N.O.)
<br />CEILING JOISTS TO PLATE TOE NAIL.................2-16D OR 3-8D
<br /> -LAPS OVER PARTITIONS....................3-16D
<br /> -TO PARALLEL ALTERNATE RAFTE.............3-16D
<br />RAFTER TO PLATE - TOE NAIL.......................2-16D OR 3-8D
<br />RAFTER TO RIDGE..................................2-16D OR 3-8D
<br />CONTINUOUS 1-INCH BRACE TO STUD..................3-8D
<br />2-INCH CUT - IN BRACE TO STUD....................2-16D
<br />1X6 SHEATHING TO BEARING.........................2-8D
<br />1X8 SHEATHING TO BEARING.........................3-8D
<br />*PLYWOOD SHEATHING TO BEARING....................3D-6" O.C. (U.N.O.)
<br />CORNER STUDS AND ANGLES..........................16D-24" O.C.
<br />7. NAILS, BOLTS, SCREWS:
<br />A) NAILING SHALL BE AS INDICATED ON PLANS AND COMPLY TO CODES HAVING
<br /> JURISDICTION. BOLTS SHALL HAVE STANDARD
<br />B) FASTENERS:
<br />1) ALL CONNECTORS NOTED TO BE SIMPSON OR EQUIVALENT.
<br />2) USE FULL NAILING/BOLTING @ ALL CONNECTIONS U.N.O.
<br />3) ALL NAILS TO BE COMMON U.N.O.
<br />4) ALL BOLTS TO BE MIN ASTM-A307
<br />5) BOLT HOLES: MAX 1/16 IN. LARGER THAN BOLT DIA.
<br />6) ALL BOLTS ON WOOD TO USE M.I. WASHER UNDER HEAD & NUT.
<br />7) LAG BOLTS: LEAD HOLES FOR SHANK TO BE SAME AS SHANK; THREADED
<br /> PORTION TO BE 60-70% OF SHANK DIA.
<br />8) PLATES, SILLS AND SLEEPERS:
<br />A) ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR
<br /> MASONRY SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH AND SILLS WHICH
<br /> REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED WOOD OR
<br /> FOUNDATION REDWOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY.
<br /> CUT WASHERS UNLESS OTHERWISE NOTED AND UNLESS USED WITH STEEL
<br /> PLATES OR ANGLES. HOLES FOR BOLTS SHALL NOT BE MORE THAN 1/16"
<br /> LARGER THAN BOLT DIAMETER. LAG SCREWS SHALL BE TURNED, NOT DRIVEN,
<br /> INTO PRE-DRILLED HOLES 2/3 OF THE SHANK DIAMETER.
<br />CARPENTRY: (CONTINUED)
<br />15. FLOOR JOISTS:
<br />A) (BEARING) EXCEPT WHERE JOISTS ARE SUPPORTED ON A 1-INCH BY 4-INCH RIBBON
<br /> STRIP AND MAILED TO THE ADJOINING STUD, THE ENDS OF EACH JOIST SHALL HAVE
<br /> NOT LESS THAN 1-1/2 INCHES OF BEARING ON WOOD OR METAL, NOR LESS THAN 3
<br /> INCHES OF MASONRY.
<br />B) (BLOCKING) JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH
<br /> SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS OF JOISTS ARE MAILED TO A
<br /> HEADER, BANK OR RIM JOIST OR TO AN ADJOINING OR BY THEIR APPROVED MEANS.
<br /> SOLID BLOCKING SHALL NOT BE LESS THAN 2 INCHES IN THICKNESS AND THE FULL
<br /> DEPTH OF JOIST.
<br />C) (NOTCHES AND HOLES) NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED
<br /> ONE-FOURTH THE JOIST DEPTH. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2
<br /> INCHES OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER OF ANY SUCH
<br /> HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. NOTCHES IN THE TOP
<br /> OR BOTTOM OF JOISTS SHALL NOT EXCEED ONE-SIXTH THE DEPTH AND SHALL NOT BE
<br /> LOCATED IN THE MIDDLE THIRD OF THE SPAN.
<br />D) (LAPS) JOISTS FRAMING FROM OPPOSITE SIDES OF A BEAM, GIRDER OR PARTITION
<br /> SHALL BE LAPPED AT LEAST 4 INCHES OR THE OPPOSING JOISTS SHALL BE TIED
<br /> TOGETHER IN AN APPROVED MANNER.
<br />E) (FRAMING ANCHORS) JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE
<br /> SUPPORTED BY FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN 2 INCHES
<br /> BY 2 INCHES.
<br />F) (FRAMING AROUND OPENINGS) TRIMMER AND HEADER JOISTS WHEN FRAMED AROUND
<br /> OPENINGS SHALL BE DOUBLED, OR OF LUMBER OF EQUIVALENT CROSS SECTION, WHEN
<br /> THE SPAN OF THE HEADER EXCEEDS 4 FEET. THE ENDS OF HEADER JOISTS MORE THAN
<br /> 5 FEET LONG SHALL BE SUPPORTED BY FRAMING ANCHORS OR JOIST HANGERS UNLESS
<br /> BEARING ON A BEAM, PARTITION OR WALL. TAIL JOISTS OVER 12 FEET LONG SHALL BE
<br /> SUPPORTED AT HEADER BY FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN
<br /> 2 INCHES BY 2 INCHES.
<br />G) (SUPPORTING BEARING PARTITIONS) BEARING PARTITIONS PERPENDICULAR TO JOISTS
<br /> SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE
<br /> THAN THE JOIST DEPTH. JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS SHALL
<br /> BE DOUBLED.
<br />4.CLOTHES DRYER MOISTURE EXHAUST DUCT SHALL BE 4 INCHES IN DIAMETER AND
<br /> LENGTH IS LIMITED TO 14 FEET WITH TWO ELBOWS FROM THE CLOTHES DRYER TO
<br /> POINT OF TERMINATION. DUCT LENGTH SHALL BE REDUCED BY 2 FEET FOR EVERY
<br /> ELBOW IN EXCESS OF TWO.
<br />5.THE DWELLING SHALL HAVE WATER CLOSETS (TOILETS), WHICH USE NO MORE THAN
<br /> 1.6 GALLONS PER FLUSH. (P.C. 402.3)
<br />6.WHERE NM CABLE (ROMEX) IS RUN ACROSS THE TOP OF CEILING JOISTS AND/OR
<br /> WHERE THE ATTIC IS NOT ACCESSIBLE BY PERMANENT STAIRS OR LADDERS,
<br /> PROTECTION WITHIN 6 FEET OF THE NEAREST EDGE OF THE SCUTTLE HOLE OR
<br /> ATTIC ENTRANCE SHALL BE PROVIDED. (E.C. 336-6(D), 333-12)
<br />16. ROOF AND CEILING FRAMING:
<br />A) (FRAMING) RAFTER SHALL BE FRAMED DIRECTLY OPPOSITE EACH OTHER AT THE RIDGE.
<br /> THERE SHALL BE A RIDGE BOARD AT LEAST 2-INCHE NOMINAL THICKNESS AT ALL RIDGES
<br /> AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS
<br /> THERE SHALL BE A SINGLE VALLEY OR HOP RAFTER NOT LESS THAN 2 INCHES NOMINAL
<br /> THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER.
<br />B) (RAFTER TIES) RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A
<br /> CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE
<br /> RAFTERS. WHERE NOT PARALLEL, RAFTERS SHALL BE TIED TO 1-INCH THICK BY 4-INCH
<br /> (NOMINAL) MINIMUM SIZED CROSS TIES. RAFTER TIES SHALL BE SPACED NOT MORE
<br /> THAN 4 FEET ON CENTER.
<br />C) (PURLING) PURLING TO SUPPORT ROOF LOADS MAY BE INSTALLED TO REDUCE THE SPAN
<br /> OF RAFTERS WITHIN ALLOWABLE LIMITS AND SHALL BE SUPPORTED BY STRUTS TO
<br /> BEARING WALLS. THE MAXIMUM SPAN OF 2-INCH BY4-INCH PURLING SHALL BE 4 FEET.
<br /> THE MAXIMUM SPAN OF THE 2-INCH BY 6-INCH PURLING SHALL BE 5 FEET BUT IN NO
<br /> CASE SHALL THE PURLING BE SMALLER THAN THE SUPPORTED RAFTER. STRUTS SHALL BE
<br /> NOT SMALLER THAN 2-INCH BY 4 INCH MEMBERS. THE EMBRACED LENGTH OF STRUTS
<br /> SHALL NOT EXCEED 8 FEET AND THE MINIMUM SLOPE OF THE STRUTS SHALL BE NOT
<br /> LESS THAN 45" FROM THE HORIZONTAL.
<br />7.ALL ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE PLACED BEFORE POURING
<br />CONCRETE.
<br />8.REINFORCING STEEL: ASTM 4615, GRAD 40, LAP BARS 40 DIAMETERS AT CORNERS AND
<br />SPLICES.
<br />9.COVER FOR REINFORCING BARS: 3" WHERE DEPOSITED AGAINST EARTH, 2" WHERE
<br />EXPOSED TO EARTH AND PLACED IN FORMS.
<br /> 10.CURING, SURFACES KEPT CONTINUOUSLY WET NOT LESS THAN 7 DAYS
<br /> AFTER POURING.
<br /> MECHANICAL/PLUMBING/ELECTRICAL CODE REQUIREMENTS
<br />1.THE FOLLOWING ARE REQUIRED FOR THE FORCED AIR FURNACE IN A COMPARTMENT:
<br />a. COMPARTMENT DIMENSIONS SHALL HAVE 3" MINIMUM CLEARANCE ON SIDES, BACK,
<br /> AND TOP, AND 6" MINIMUM CLEARANCE ALONG THE COMBUSTION CHAMBER
<br /> OPENING SIDE OF THE FURNACE. THE MINIMUM WIDTH PERMITTED IS 12" GREATER
<br /> THAN THE EQUIPMENT. (M.C. 9041 & 904.7)
<br />b. AREA OF COMBUSTION AIR OPENINGS OF 1 SQ. INCH PER 1,000 BTU (100 SQ. INCH
<br /> MINIMUM) IS REQUIRED INTO THE COMPARTMENT. HALF OF AREA WITHIN 12 INCHES
<br /> OF CEILING AND HALF WITHIN 12 INCHES OF FLOOR.(M.C. 701, 702, 707, & T 7-1)
<br />c. COMBUSTI8ON AIR FROM THE ATTIC THROUGH 26 GAUGE GALVANIZED STEEL SLEEVE
<br /> EXTENDING 6 INCHES MINIMUM ABOVE CEILING JOISTS WITHOUT A SCREEN AT THE
<br /> TOP (ATTIC TO HAVE ADEQUATE OPENINGS). (M.C. 703.1.2.3)
<br />d. COMBUSTION AIR FROM OUTSIDE TO COMPARTMENT WITH A ¼" SCREEN AT OUTSIDE
<br /> OPENING. (M.C. 702.3)
<br />e. SEPARATE DUCTS FOR UPPER AND LOWER COMBUSTION AIR SUPPLY OPENINGS.
<br /> (M.C. 704.1.6)
<br />9. COLUMNS AND POSTS:
<br />A) ALL WOOD COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARINGS.
<br /> SUPPORTS SHALL BE DESIGNED TO HOLD THE COLUMN OR POST SECURELY IN
<br /> POSITION AND TO PROTECT ITS BASE FROM DETERIORATION. IN AREAS EXPOSED
<br /> TO WATER SPLASH AND IN EXTERIOR LOCATIONS, WOOD COLUMNS AND POSTS
<br /> SHALL BE SUPPORTED BY PIERS PROJECTING AT LEAST 2 INCHES ABOVE THE
<br /> FINISHED FLOOR AND SHALL BEAR ON A METAL BASE PLATE OR A FOUNDATION
<br /> PLATE OR SILL. POSTS OR COLUMNS OF TREATED WOOD OR OF FOUNDATION
<br /> GRADE REDWOOD OR CEDAR MAYBE PLACED DIRECTLY ON CONCRETE, SOLID
<br /> MASONRY OR GROUTED MASONRY.
<br />10. WOOD AND EARTH SEPARATION:
<br />A) NO UNTREATED WOOD EXCEPT FOUNDATION REDWOOD SHALL BE NEARER THAN 6
<br /> INCHES TO ANY EARTH UNLESS SEPARATED BY CONCRETE AT LEAST 3 INCHES IN
<br /> THICKNESS WITH AN IMPERVIOUS MEMBRANE INSTALLED BETWEEN THE EARTH AND
<br /> CONCRETE.
<br />11. ROOF SHEATHING:
<br />A) 1X4 OR 1X6 SPACED; WITH 1X6 SHIP LAP STARTER BOARD AT ALL EXPOSED
<br /> RAVES (RE SAWN FACE DOWN); SHALL BE STANDARD, 3 COMMON, NO. 2 OR
<br /> CONSTRUCTION GRADES AND SHALL BE SPACED NO MORE THAN 6" CLEAR.
<br />D) (BLOCKING) RAFTERS MORE THAN 8 INCHES IN DEPTH SHALL BE SUPPORTED LATERALLY
<br /> AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING NOT LESS THAN 2 INCHES IN
<br /> THICKNESS AND THE FULL DEPTH OF THE RAFTER UNLESS MAILED TO A HEADER; BAND
<br /> OR RIM JOIST OR TO AN ADJOINING STUD.
<br />17. WALL FRAMING:
<br />A) (SIZE) STUDS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS OF BUILDINGS NOT
<br /> MORE THAN TWO STORIES IN HEIGHT SHALL BE NOT LESS THAN 2 INCHES BY 4 INCHES
<br /> IN SIZE. FOR THREE-STORY BUILDINGS SUCH STUDS SHALL BE NOT LESS THAN 3
<br /> INCHES BY 4 INCHES OR 2 INCHES BY 6 INCHES TO THE BOTTOM OF THE SECOND
<br /> FLOOR JOISTS, AND 2 INCHES BY 4 INCHES FOR THE TWO UPPER STORIES. INTERIOR
<br /> NONBEARING PARTITIONS MAY BE FRAMED WITH 2-INCH BY 4 INCH STUDS.
<br />B) (HEIGHT) UNLESS, SUPPORTED LATERALLY BY ADEQUATE FRAMING, THE MAXIMUM
<br /> ALLOWABLE HEIGHT FOR STUDS SHALL BE 14 FEET FOR 2-INCH BY 4-INCH STUDS; AND
<br /> 20 FEET FOR 2-INCH BY 6 INCH.
<br />C) (SPACING) STUDS SUPPORTING FLOORS AND CEILINGS OR RAFTERS SHALL BE SPACED
<br /> NOT MORE THAN 16 INCHES.
<br />D) (CRIPPLE WALLS) CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN
<br /> THE STUDDING ABOVE WITH A MINIMUM LENGTH OF 24 INCHES, OR SHALL BE FRAMED
<br /> OF SOLID BLOCKING. WHEN EXCEEDING 4 FEET IN HEIGHT, SUCH WALLS SHALL BE
<br /> FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY.
<br />E) (HEADERS) HEADERS FOR ALL OPENINGS 4 FEET WIDE OR LESS IN BEARING WALLS SHALL
<br /> BE PROVIDED WITH HEADERS CONSISTING OF EITHER TWO PIECES OF2-INCH FRAMING
<br /> LUMBER PLACED ON EDGE AND SECURELY FASTENED TOGETHER OR 4-INCH LUMBER OF
<br /> EQUIVALENT CROSS SECTION. ALL OPENINGS MORE THAN 4 FEET WIDE SHALL BE
<br /> PROVIDED WITH HEADERS OR LINTELS. SUCH HEADERS OR LINTELS SHALL HAVE NOT
<br /> LESS THAN 2-INCH SOLID BEARING AT EACH END TO THE FLOOR OR BOTTOM PLATE,
<br /> UNLESS OTHER APPROVED FRAMING METHODS OR JOINT DEVICES ARE USED.
<br /> SEE PLAN FOR SIZE.
<br />F) (PIPES IN WALLS) STUD PARTITIONS CONTAINING PLUMBING, HEATING, OR OTHER PIPES
<br /> SHALL BE SO FRAMED AND THE JOISTS UNDERNEATH SO SPACED AS TO GIVE PROPER
<br /> CLEARANCE FOR THE PIPING, WHERE A PARTITION CONTAINING SUCH PIPING RUNS
<br /> PARALLEL TO THE FLOOR JOISTS, THE JOISTS UNDERNEATH SUCH PARTITIONS SHALL BE
<br /> DOUBLED AND SPACED TO PERMIT THE PASSAGE OF SUCH PIPES AND SHALL BE
<br /> BRIDGED, WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PARTLY IN
<br /> A PARTITION, NECESSITATING THE CUTTING OF THE HOLES OR PLATES.A METAL TIE NOT
<br /> LESS THAN 1/8 INCH THICK AND 1-1/2 INCHES WIDE SHALL BE FASTENED TO THE PLATE
<br /> ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN FOUR 160 NAILS.
<br />FINISHES:
<br />A. EXTERIOR PLASTER:
<br /> 1) PLASTER: EXTERIOR PLASTER SHALL BE PORTLAND CEMENT PLASTER WITH FINISH AS
<br /> INDICATED ON EXTERIOR ELEVATIONS.
<br /> 2)BASE COATS:THE MIX SHALL CONSIST OF ONE PART PORTLAND CEMENT TO NOT MORE
<br /> THAN 3-1/2 PARTS SAND FOR FIRST SCRATCH COAT AND NOT MORE THAN 4 PARTS
<br /> SAND FOR THE TEXTURED BROWN COAT. ALL MEASURED BY VOLUME TO WHICH MAY BE
<br /> ADDED NOT MORE THAN 10% OF HYDRATED LIME, MIXED WITH WATER IN A BATCH
<br /> MIXER TO THE PROPER CONSISTENCY.
<br /> 3)PLASTER THICKNESS:
<br /> STEP 1 - SCRATCH COAT - 1/4" THICK
<br /> STEP 2 - TEXTURED BROWN COAT - 3/8" THICK
<br /> STEP 3 - SMOOTH FINISH COAT -1/4" THICK ON 34# METAL LATH AND 15# PELT.
<br /> TEXTURED BROWN COAT IS TO HAVE AN UNEVEN BUT SMOOTH FINISH WITH
<br /> NO TROWEL MARKS TO BE VISIBLE. PROVIDE SAMPLE TO BE APPROVED
<br /> BEFORE PROCEEDING. SMOOTH FINISH COAT TO BE PAINTED USING 20-30
<br /> SILICA SAND FOR SMOOTH HAND APPLIED LOOK. PROVIDE SAMPLE 10' X 10'
<br /> AREA TO BE APPROVED.
<br /> 4)ALL EXTERIOR PLASTER SHALL CONFORM TO CHAPTER 47, U.B.C.
<br /> B. INTERIOR PLASTER:
<br /> 1) GYPSUM PLASTER - 3/8" GYPSUM LATH WITH ½" TWO COAT PLASTER OVER THE
<br /> CORNER BEADS, CASING BEADS AND REINFORCEMENT AT OPENINGS.
<br /> C. GYPSUM WALLBOARD:
<br /> 1) ASTM C36 5/8" THICK, WITH TAPERED EDGES, REGULAR AND TYPE X AT 1 HOUR
<br /> RATED WALLS. (U.N.O.)
<br /> D. PAINTING:
<br /> 1) GENERAL - APPLY 1 COAT PRIMER, 2 COAT PAINT, TYPICAL UNLESS NOTED
<br /> OTHERWISE.
<br /> 2)PAINT SHALL BE SHERWIN-WILLIAMS, W.P. FULLER, DUNN EDWARDS OR SINCLAIR.
<br />G) (BRIDGING) ALL STUD PARTITIONS OR WALLS WITH STUDS HAVING A HEIGHT TO LEAST THICKNESS
<br /> RATIO EXCEEDING 50 SHALL HAVE BRIDGING NOT LESS THAN 2 INCHES IN THICKNESS AND OF THE
<br /> SAME WIDTH AS THE STUDS FITTED SNUGLY AND NAILED THERE TO PROVIDE ADEQUATE LATERAL
<br /> SUPPORT, UNLESS COVERED BY INTERIOR OR EXTERIOR WALL COVERING OR SHEATHING MEETING
<br /> THE MINIMUM REQUIREMENT OF THE UNIFORM BUILDING CODE APPLICABLE EDITION.
<br />H) (CUTTING AND NOTCHING) IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD MAY BE
<br /> CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH, CUTTING OR NOTCHING
<br /> OF STUDS TO A DEPTH NOT GREATER THAN 40 PERCENT OF THE WIDTH OF THE STUD IS PERMITTED
<br /> IN NONBEARING PARTITION SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION.
<br />I) (BORED HOLES) A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD MAY BE BORED
<br /> IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD
<br /> ARE PERMITTED IN NONBEARING PARTITION OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED
<br /> PROVIDED NOT MORE THAN TWO SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. IN NO CASE
<br /> SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD.
<br /> BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF THE STUD AS A CUT OR NOTCH
<br />J) ROUGH WINDOW SILLS OVER 8 FEET IN LENGTH SHALL BE DOUBLED.
<br />K) BLOCKING TO BE PROVIDED AT ALL HANDRAILS.
<br />ENERGY:
<br />A.BUILDING ENVELOPE:
<br /> 1) DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACE MUST BE
<br /> FULLY WEATHER-STRIPPED.
<br /> 2)THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED OR SEALED:
<br /> A) EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES.
<br /> B) BETWEEN EXTERIOR WALL SOLE PLATES AND FLOORS AND BETWEEN EXTERIOR WALL
<br /> PANELS.
<br /> C) PENETRATIONS IN WALLS, CEILINGS, AND FLOORS FOR PLUMBING AND ELECTRICAL
<br /> DISTRIBUTION SYSTEMS.
<br /> D) OPENINGS IN ATTIC FLOORS.
<br /> E) ALL OTHER OPENINGS IN THE BUILDING ENVELOPE.
<br /> 3) MANUFACTURED DOORS AND WINDOWS MUST BE LABELED AND CERTIFIED PER ANSI,
<br /> AAMA, NWMA, FHDA, OR ASTM STANDARDS.
<br /> 4) EXHAUST FANS SHALL BACK DRAFT OR AUTOMATIC DAMPERS.
<br />2.THE FOLLOWING ARE REQUIRED FOR FURNACE OR COMFORT COOLING EQUIPMENT IN
<br /> AN ATTIC:
<br />a. SCUTTLE 22"X30" OR THE SIZE OF THE LARGEST PIECE OF EQUIPMENT AND
<br /> LOCATED NOT OVER 20 FEET FROM EQUIPMENT IS REQUIRED. (M.C. 908)
<br />b. 24 INCHES WIDE UNOBSTRUCTED PASSAGEWAY OF SOLID CONTINUOUS FLOORING
<br /> FROM SCUTTLE TO EQUIPMENT AND ITS CONTROLS. (M.C. 908)
<br />c. UNOBSTRUCTED WORKSPACE OF 30" MIN. DEPTH IN FRONT OF EQUIPMENT.
<br /> (M.C.908)
<br />d. LIGHT OVER EQUIPMENT WITH A SWITCH AT THE SCUTTLE. (M.C. 908)
<br />e. VENT THROUGH THE ROOF A MIN OF 5 FEET ABOVE THE HIGHEST VENT COLLAR,
<br /> WHICH IT SERVES. (M.C. 806.2)
<br />f. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCE. (M.C. 304)
<br />3. CLOTHES DRYER MOISTURE EXHAUST DUCT SHALL TERMINATE ON THE OUTSIDE OF
<br /> THE BUILDING AND SHALL BE EQUIPPED WITH A BACK-DRAFT DAMPER (NOT IN
<br /> CRAWL SPACES OR IN ATTIC AREAS). (M.C. 504.3)
<br />B) PLYWOOD SHEATHING IS TO BE CONTINUOUS OVER TWO OR MORE SPANS
<br /> AND IS TO BE MINIMUM 1/2" THICK AND HAVE PANEL IDENTIFICATION
<br /> INDEX AS REQUIRED FOR RAFTER SPACING (SEE PLANS); ALL SHALL BE
<br /> STRUCTURAL AND II, STANDARD SHEATHING, AND C-D GRADES ONLY.
<br />12. FLOOR SHEATHING:
<br />A) PLYWOOD COMBINATION SUB-FLOOR UNDER-LAYMENT SHEATHING
<br /> CONTINUOUS OVER TWO OR MORE SPANS SHALL BE MINIMUM 5/8" THICK
<br /> TONGUE-AND GROOVE AND SPACING (SEE PLANS) AND SHALL BE
<br /> UNDER-LAYMENT GRADE, C-C (PLUGGED) AND ALL GRADES OF SANDED
<br /> EXTERIOR TYPE PLYWOOD IN GROUP SPECIES OF 1, 2, OR 3, WHERE FLOOR
<br /> JOISTS SPACING IS 48"O/C USE 1-1/8" THICK TONGUE-AND-GROOVE
<br /> 2-4-1 (EXTERIOR GLUE) PLYWOOD IN GROUP SPECIES OF 1, 2, OR 3.
<br />13. FRAMING PRACTICES:
<br />A) WORKMANSHIP:
<br />1) ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED, AND BRACED SO AS TO
<br /> DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSES FOR
<br /> WHICH THEY ARE USED.
<br />B) BEAMS AND GIRDERS:
<br />1) THE ENDS OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE
<br /> SHALL HAVE NOT LESS THAN 4 INCHES OF BEARING.
<br />HEATING:
<br />1. HEATING AND VENTILATING:
<br /> A) MATERIALS:
<br /> 1) PROVIDE 48 SQ. IN. DUCT THROUGH ROOF OR WALL TO OUTSIDE AIR FOR VENT OVER KITCHEN
<br /> RANGE.
<br /> 2) ALL BATHROOM AND LAUNDRIES WITHOUT WINDOWS SHALL BE PROVIDED WITH AN CAPABLE OF
<br /> FIVE AIR CHANGES EVERY HOUR.
<br /> 3) FORCED-AIR FURNACES SHALL BE PROVIDED WITH HIGH AND LOW COMBUSTION AIR FROM
<br /> OUTSIDE AIR WHEN LOCATED IN COMPARTMENT WITHIN THE DWELLING UNIT.
<br /> 4) DELETED.
<br /> 5) FORCED-AIR FURNACES SHALL HAVE SUMMER SWITCH WITH 30% FRESH
<br /> OUTSIDE AI INTAKE.
<br /> 5)MASONRY AND FACTORY-BUILT FIREPLACES SHALL HAVE THE FOLLOWING:
<br /> A)TIGHT FITTING CLOSEABLE METAL OR GLASS DOORS COVERING THE ENTIRE
<br /> OPENING OF THE FIREBOX.
<br /> B)A COMBUSTION AIR INTAKE TO DRAW AIR FROM OUTSIDE THE BUILDING
<br /> DIRECTLY INTO FIREBOX, WHICH IS AT LEAST SIX SQUARE INCHES IN AREA
<br /> AND IS EQUIPPED WITH A READILY ACCESSIBLE, OPEN ABLE, AND TIGHT
<br /> FITTING DAMPER. APPLIES TO EXTERIOR WALLS ONLY.
<br />MASONRY:
<br />1.CONCRETE MASONRY LIMITS: UNLESS OTHER WISE NOTED ON THE ARCHITECTURAL OR
<br />STRUCTURAL DRAWINGS, CONCRETE MASONRY SHALL BE C 90 "FOLLOW CONCRETE MASONRY
<br />UNITS". LATEST REVISION.
<br />2.MINIMUM COMPRESSIVE STRENGTH 2000 PSI AT 28 DAYS. COLOR TO BE AS NOTED ON THE
<br />ARCHITECTURAL DRAWINGS AND APPROVED BY THE ARCHITECT AND OWNER FROM SAMPLES
<br />SUBMITTED BY CONTRACTOR PRIOR TO INSTALLATION.
<br />3.PORTLAND CEMENT: LOW ALKALI AND CONFORMING TO ASTM C 15, TYPE II.
<br />4.MOTOR SAND: ASTM C 144, NOT LESS THAN 4% PASSING NO. 100 SIEVE, UNIFORMLY
<br />GRADED.
<br />5.GROUT SAND: ASTM C 404, NATURAL, SIZE NO 1.
<br />6.PEA GRAVEL: ASTM C 404, GRAVEL, EXCEPT MAXIMUM 5% PASSING.
<br />2) ALL BEAM OR GIRDERS SUPPORTED ON WOOD SHALL HAVE FULL BEARING
<br /> AND BEARING SHALL BE COMPRISED OF ONE (1) SOLID SUPPORT OR A
<br /> BUILT-UP SUPPORT CONSTRUCTED IN AN APPROVED MANNER UNLESS
<br /> OTHERWISE SPECIFIED ON PLANS.
<br />14. BALLOON FRAME TABLE:
<br />A) (1) 2 X 4 AT 16" O/C 14'-0" MAX. LATERALLY UNSUPPORTED HEIGHT
<br />B) (2) 2 X 4 AT 16" O/C 16'-0 MAX. LATERALLY UNSUPPORTED HEIGHT
<br />C) (3) 2 X 4 AT 16" O/C 18'-0 MAX LATERALLY UNSUPPORTED HEIGHT
<br />D) (4) 2 X 4 AT 16" O/C 20'-0 MAX LATERALLY UNSUPPORTED HEIGHT
<br />E) (1) 2 X 6 AT 16" O/C 20'-0 MAX LATERALLY UNSUPPORTED HEIGHT
<br />* W.C.D.F. NO. 2 OR BETTER AND NAIL WITH 16D AT 24" O/C
<br /> C) TIGHT FITTING FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL.
<br /> D) CONTINUOUS BURNING PILOT IS PROHIBITED.
<br />6) CONTRACTOR SHALL POST INSULATION COMPLIANCE CARD IN A
<br /> CONSPICUOUS LOCATION ON THE JOB SITE.
<br />This drawings,specifications and ideas,
<br />with these drawings shall constitute evidence
<br />Disclaimer
<br />GENERAL
<br />NOTES
<br />SHEET TITLE
<br />REVISIONS
<br />designs thereby are and shall remain the
<br />property of F. Solis (Draftsman) and no part
<br />thereof shall be copied disclosed to
<br />others or used in connection with any
<br />work or project for which there have been
<br />prepared and developed,without the
<br />the written consent of F. Solis, visual contact
<br />of acceptance of these restrictions.
<br />Sheet
<br />A2
<br />AD
<br />U
<br />11
<br />2
<br />3
<br />
<br />M
<br />A
<br />G
<br />N
<br />O
<br />L
<br />I
<br />A
<br />
<br />A
<br />V
<br />E
<br />
<br />U
<br />N
<br />I
<br />T
<br />
<br />#
<br />2
<br />,
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />,
<br />
<br />C
<br />A
<br />
<br />,
<br />9
<br />2
<br />7
<br />0
<br />7
<br />1 PLAN CHECK 10.08.24
<br />2 PLAN CHECK 11.18.24
<br />DR
<br />A
<br />W
<br />I
<br />N
<br />G
<br />S
<br />
<br />P
<br />R
<br />E
<br />P
<br />A
<br />R
<br />E
<br />D
<br />
<br />B
<br />Y
<br />:
<br />FR
<br />A
<br />N
<br />K
<br />
<br />S
<br />O
<br />L
<br />I
<br />S
<br />58
<br />6
<br />8
<br />
<br />A
<br />G
<br />R
<br />A
<br />
<br />S
<br />T
<br />BE
<br />L
<br />L
<br />
<br />G
<br />A
<br />R
<br />D
<br />E
<br />N
<br />S
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />0
<br />2
<br />0
<br />1
<br />1123 S Magnolia Ave
<br />Unit# 22/19/2025
|