NOT SPRINKLERS

(E) S.F.H.

PROPERTY LINE 56'

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NOTES:

1. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALL ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THEUTILITY METER AND THE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING(PER ORDINANCE 170.158)

2. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSALSYSTEM.

3.KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDET, LANDRY TUBS AND WASHING MACHINE OUTLETS SHALL BEPROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY.

4.BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWER HEAD, AND SHOWER COMPARTMENTS SHALL BEFINISHED WITH A NONABSORBENT SURFACE, SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVETHE FLOOR.

5.PROVIDE 70 INCH HIGH MON ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FORSHOWERS ENCLOSURE.

6.WATER HEATER MUST BE STRAPPED TO WALL.

7.FOR EXISTING POLL ON SITE, PROVIDE AN ALARM DOOR DOORS TO THE DWELLING THAT FORM A PART OF THE POOL ENCLOSURE.THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLYRESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX,) FOR A SINGLE OPENING. THEDEACTIVATION SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR.

8.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNERSAPPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1000).

10.WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS FOR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1000)EXISTING DWELLING OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCES SHALL BE PROVIDED WITHA CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.1. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED INSPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAIN.

11.A COPY OF EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.

12.AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM AND ON EACH STORY AND BASEMENT FORDWELLING WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILLACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARYPOWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACKUP AND LOW BATTERY SIGNAL.

13.AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICHFUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARMSHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMSAND OR ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS.

14.NEWLY INSTALL BATHROOM EXHAUST FANS SHALL COMPLY WITH THE FOLLOWING:

A. EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING.B. EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY AHUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.

15. THE CONSTRUCTION SHALL NOT BE RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWERDISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES,ETC.) OR TO THE LOCATION OF A HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER ORNOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AN/OR ADDITIONALEXPENSES.

16.PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BEADAPTED FOR LOW WATER CONSUMPTION.

17. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED. SHALL BE LISTED IN ACCORDANCE WITH UL 325.

18. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZEDOPENINGS IN ACCORDANCE WITH SECTION R 303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TOPROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT CANDLES OVER THE AREA OF A ROOM AT A HEIGHT OF 30 INCHES ABOVE THEFLOOR AREA (R303.1)

19. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWERDISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES,ETC.OR TO THE LOCATION OF THE HOOK-UP THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER ORNOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND OR ADDITIONALEXPENSES.

20. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. SHOW DETAILS ON PLANS. MINIMUM -24" CLEAR HEIGHT 20" CLEARWIDTH 5.7 SF MINIMUM AREA (5.0 SF. AT GRADE LEVEL) &44" MAXIMUM TO SILL.

(E) GARAGE TO BE CONVERTED TO ADUAND ADDITION

CL

CL

PROPERTY LINE 41.01'

9070 CRANFORD AVE.

TONO

PAH S

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IRRIGATIONCONTROLLERSSOIL-BASED

(E) LANDSCAPE(TO REMAIN)

(E) LA

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(E) CONC. SLAB(TO REMAIN)

(E) P.G.E.EASEMENT

NOT SPRINKLERS1,702 SQ.FT.

366 SQ.FT.

NEW ADDITION332 SQ.FT.

SLOPE SLOPE

SLOPE SLOPESLOPE

SLO

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NEWPARKING

1 0F 9

This drawings,specifications and ideas,

with these drawings shall constitute evidence

Disclaimer

PLOT PLANVICINITY MAP

SHEET TITLE

REVISIONS

designs thereby are and shall remain theproperty of F. Lua (Draftsman) and no partthereof shall be copied disclosed toothers or used in connection with anywork or project for which there have beenprepared and developed,without thethe written consent of F. Lua, visual contact

of acceptance of these restrictions.

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PROJECT LOCATION

SCALENOT TO

PROJECT SITE DATA

PROJECT CODE REQUIREMENTS

INDEXSHEET TITLE

FRONT PAGE, PLOT PLAN, VICINITY MAP.(E) FLOOR PLANS, DEMO PLAN, PROP. FLOOR PLANROOF PLAN.ELEVATIONS.GENERAL NOTES.GREEN BUILDING NOTES.GREEN BUILDING NOTES,DETAILS.STRUCTURAL NOTES.FOUNDATION PLAN, ROOF FRAMING PLAN, SECTIONS.DETAILS.ENERGY CALCULATIONS.

A-1A-2A-3

A-4GB-1GB-2S-1S-2S-3T-24

LEGAL JURISDICTION: CITY OF LOS ANGELES

THE DESIGN AND CONSTRUCTION OF THIS STRUCTURE SHALL BE INFULL COMPLIANCE WITH

2019 CITY OF LOS ANGELES BUILDING CODE2019 CALIFORNIA RESIDENTIAL CODE2019 CALIFORNIA MECHANICAL CODE2019 CALIFORNIA ELECTRICAL CODE2019 CALIFORNIA PLUMBING CODE2019 CALIFORNIA ENERGY CODE2019 LOS ANGELES COUNTY FIRE CODE2019 CALIFORNIA GREEN BUILDING STANDARDS CODE

05/11/21

SCOPE OF WORK: CONVERSION EXISTING 2-CAR GARAGE TO A.D.U.ZONING: R1-1OCCUPANCY : R-3/UCONSTRUCTION TYPE: V-BAPN #: 2629-030-001TRACT : TR 17847LOT: 52BUILDING SQUARE FOOTAGE:

LOT AREA: 5,925.7 SQ.FT.(E) LIVING AREA: 1,702 SQ.FT.(E) GARAGE TO BE CONVERTED: 366 SQ.FT.NEW ADU ADDITION : 332 SQ.FT.

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SCALE: 1/8"=1'-0"

NEW BEDROOM #1NEW BEDROOM #2

LIVINGROOM

NEW KITCHEN

NEWBATHROOM

NEW 4'-0"X4'-0" SL. NEW 4'-0"X4'-0" SL.

NEW

5'-0

"X4

'-0" S

L.

NEW 4'-0"X4'-0" SL. NEW 3'-0"X3'-6" SL.

NEW

2'-0

"X1

'-0" S

L.

16'-0 1/2" 3' 9'-6" 8'

18'-3"20'-2"

12'2'12'10'-6 1/2"

10

'

5'

2'

9'-8

"1

8'-2

"

38'-5"

18

'-2"

CLOSET

CLO

SET

7'-0

1/2

"

5'-0

1/2

"

Contractor or Builder shall be responsiblefor checking and verifying any adversesoil conditions and verifying all dimensionsand sizes shown on these drawings prior toconstruction.

(E) 2X4 DF#2 @ 16" O.C. STUD WALLS

LEGEND

(E) 2X4 STUD WALLS TO BE REMOVED

NEW 2X4 DF#2 @ 16" O.C. STUD WALLS

8

1/4" = 1'

024 4

BA

3

12

SHOWER BATHTUB NOTE:

* PROVIDE A WHOLE HOUSE FAN (WHF) THAT IS LISTED IN THE APPLIANCE EFFICIENCY DIRECTORY AND COMPLIES WITH THE FOLLOWING:

1: HAVE INSTALLED ONE OR MORE WHFS WHOSE TOTAL AIR FLOW CFM AS LISTED IN THE CEC DIRECTORY IS AT LEAST 2 CFM/FT2 OF CONDITIONED FLOOR AREA; AND2: HAVE AT LEAST 1 SQUARE FOOT OF ATTIC VENT FREE AREA FOR EACH 375 CFM OF RATED WHOLE HOUSE FAN AIR FLOW CFM; AND3: PROVIDE HOMEOWNERS WHO HAVE WHFS WITH A ONE PAGE "HOW TO OPERATE YOUR WHOLE HOUSE FAN" INFORMATIONAL SHEET.

EXHAUST FAN NOTE:

SHOWER DOORS SHALL SWING OUT

MECHANICAL NOTES:

* PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES AS REQUIRED BY COUNTY OF LOS ANGELES BUILDING CODE CHAPTER 33.

* ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES,CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHODS.

NOTE:

PLUMBING FIXTURES FLOW RATESFIXTURE FLOW RATES

WATER CLOSET

URINALS

SINGLE SHOWERHEAD

1.28 GALLONS PER FLUSH

LAVATORY FAUCETS

0.5 GALLONS PER FLUSH

2.0 GPM @ 80 PSI FOR ALL COMBINED SHOWERHEADSMULTIPLE SHOWERHEAD

2.0 GALLONS PER MINUTE @ 80 PSI

1.2 GPM @ 60 PSI

LAVATORY FAUCETS IN PUBLIC USE AREAS 0.5 GPM @ 60 PSI

METERING FAUCETS

KITCHEN FAUCETS

0.25 GALLONS PER CYCLE

1.8 GPM @ 60 PSI

* A CIRCULATING AIR SUPPLY OPENING OR DUCT OF 2 SQ. IN. PER 1,000 BTU IS REQUIRED FOR THE FORCED AIR FURNACE. (MC.504.3)

* CLOTHES DRYER MOISTURE EXHAUST DUCT MUST BE 4 INCHES IN DIAMETER, AND LENGTH IS LIMITED TO 14 FEET WITH 2 ELBOWS. THE DUCT LENGTH SHALL BE REDUCED BY 2 FT. FOR EVERY ELBOW IN EXCESS OF TWO. (MC.504.3)

* ATTIC FURNACE AND PASSAGEWAY 24 INCHES WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND IT'S CONTROLS. LENGTH OF THE PASSAGEWAY SHALL NOT EXCEED 20 FT. (M.C. 908.0)

* DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE.

ELECTRICAL SYMBOLSLIGHT SWITCH

DIMMER SWITCH OR MANUAL-ON OCCUPANT SENSOR

THREE WAY SWITCH

EXHAUST FAN W/HIGH EFFICACY LIGHT ENERGY STARTHUMIDITY CONTROL AND VENT TO OUTSIDE

110 VOLT WATER PROOF OUTLET WITH GFCI

110 VOLT OUTLET WITH GFCI

110 VOLT OUTLET WITH ARC-FAULT CIRCUIT

HIGH EFFICACY LIGHT FIXTURE

HIGH EFFICACY RECESSED LIGHT FIXTURE

HIGH EFFICACY OR MOTION SENSOR CONTROLLEDLIGHT FIXTURE WITH INTEGRAL PHOTO CONTROL

SMOKE DETECTOR BATTERY OPERATED

CARBON MONOXIDE DETECTORC

ELECTRICAL NOTEALL BRANCH CIRCUITS SUPPLYING 120V 15-AMPERE AND 20-AMPERE OUTLETS OR DEVICES IN KITCHEN, FAMILY ROOMS,DINING ROOMS, LIVING ROOMS, PARLORS, LIBARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS,HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUITINTERRUPTER (AFCI). (210.12(B) CEC)

NOTE:EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING 68 DEG. MINIMUM AT APOINT 3' ABOVE THE FLOOR AND 2' FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. THE INSULATION OF PORTABLESPACE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE. (R303.9 CRC)

2 4 5

3

4:1

2 S

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4:1

2 S

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4:12 SLOPE

4:1

2 S

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4:1

2 S

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4:1

2 S

LOPE

4:1

2 S

LOPE

20'-2"

18

'-2"

4' 2'-8" 13'-6"1

'-1"

16

'1

'-1"

18

'-2"

NEWCLASS "A" SHINGLE ROOFINGTIMBERLINE COOL ANTIQUE SRI 273 YRS REFLECTIVE .026CRRC ID# 0676-0043(MATCH EXISTING)

C

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2

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3

15" MIN. 15" MIN.

24

" MIN

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(E) FLOOR PLANDEMO PLANPROPOSED

FLOOR PLANSROOF PLAN

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WINDOW SCHEDULE

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SINGLE HUNG

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TEMPERED

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OBSCURED

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FRAME

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LITES

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METAL

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(E) GARAGE

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CEILING LEVEL

FLOOR LEVEL

8'

CEILING LEVEL

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4 EXISTING

12

EXISTING ADDITION


ADDITION EXISTINGADDITIONEXISTING

CEILING LEVEL

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8'

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8'

EXISTINGADDITION

4 EXISTING

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4 MATCH EXISTING

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6 7

8 9PROVIDE 2-LAYERS GRADE "D" PAPER UNDER LATH.

7/8" STUCCO OVER WOVEN WIRE OREXPANDED METAL LATH W/NO. 11 GA. NAILS, 1-1/2"X7/16" HEADSW/ 1/4" FURRING;APPLIES TO NAILING AT ALL STUDS,TOP& BOTTOM PLATE, & BLOCKS TYPICAL.WHERE STUCCO IS APPLIED OVER SHEATING

PROVIDE 2-LAYERS GRADE "D" PAPER UNDER LATH.






WEEP SCREED 26-GAGE TYP. WEEP SCREED26-GAGE TYP.

WEEP SCREED26-GAGE TYP.

WEEP SCREED26-GAGE TYP.

ATTIC VENT CALCULATIONS:

2'-8

"

2'-8

"

+/- 0" + 6"

+ 8'-6"

+ 11'-11"

+/- 0" + 6"

+ 8'-6"

+ 11'-11"

+/- 0" + 6"

+ 8'-6"

+ 11'-11"

+/- 0" + 6"

+ 8'-6"

+ 11'-11"

3 0F 9

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ATTIC AREA :698 SQ.FT./150=4.65 SQ.FT. VENTILATION PROVIDED: 14"X24" WALL VENTS @ (2) 2.33 SQ.FT.=4.66>4.65 SQ.FT. NOTE: OPENINGS INTO ATTICS,UNDER-FLOORS OR OTHER ENCLOSED AREAS SHALL NOT EXCEED 144 SQUARE INCHES EACH. SUCH OPENINGS SHALL BE COVERED WITH CORROSION- RESISTANT WIRE MESH WITH MESH OPENINGS OF 1/4 INCH.

ELECTRICAL:

1. ALL ELECTRICAL WORK TO CONFORM WITH UTILITY COMPANY REQUIREMENTS AND LOCAL CODES.

2. ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS.

3. CONTRACTOR SHALL INSPECT EXISTING SERVICE PRIOR TO SUBMITTING BID TO INSURE ADEQUACY FOR NEW EQUIPMENT AND ELECTRICAL. A NEW SERVICE OF PROPER SIZE SHALL BE PART OF THE\ CONTRACT IF REQUIRED.

4. FIXTURES TO BE SELECTED BY OWNER AND INSTALLED BY ELECTRICIAN

5. PROVIDE ALL BATHROOM AND EXTERIOR OUTLETS ON GROUND FAULT DETECTOR CIRCUITS.

HEATING:(CONTINUED)

6)ALL EXHAUST SYSTEMS SHALL HAVE DAMPERS.

7)PROVIDE SETBACK THERMOSTAT ON ALL HEATING OR COOLING SYSTEMS EXCEPT HEAT PUMPS.

B)FAN SYSTEMS:

1) FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE PROVIDED BACK-DRAFT DAMPERS INSTALLED TO PREVENT AIR LEAKAGE WHEN THE FAN IS NOT OPERATING.

C) INSTALLATION AND WORKMANSHIP:

1) ALL WORK SHALL BE PERFORMED IN THE BEST PRACTICE OF THE TRADE AND CONFORMING TO ALL APPLICABLE CODES. REGISTERS SHALL BE LOCATED IN ALL ROOMS. SEE DRAWINGS FOR LOCATIONS. UPON COMPLETION, THIS CONTRACTOR SHALL CHECK OUT AND BALANCE THE SYSTEM.

D) HEATING AND VENTILATING CONTRACTOR SHALL FURNISH ALL MECHANICAL DRAWINGS FOR CONSTRUCTION AND PERMITS. ALL. WORK TO COMMON WITH THE LATEST CODE AND SAFETY REGULATIONS.

OCCUPANCY LIFE SAFETY:

1. PROVIDE 110V SMOKE ALARMS(DETECTORS) WITH BATTERY BACKUP IN ALL SLEEPING ROOMS , HALLWAYS AND ROOMS LEADING TO THE ROOMS. THE DETECTOR SHALL SOUND ALARM AUDIBLE IN ALL SLEEPING ROOMS OF THE DWELLING.

SECURITY:

1. SWINGING DOORS:

A)DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE PIECE CONSTRUCTION WITH THE JAMS OR JOINED BY RABBET TO THE JAMBS.

B)ALL PIN TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE ¼" STEEL JAM STUD WITH ¼" MINIMUM PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE PINS ARE REMOVED.

C)THE STRIKE PLATE FOR LATCHES AND THE BOLDING DEVICE FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAM AND WALL FRAMING WITH 2 ½" LONG SCREWS.

D)DEADBOLTS SHALL HAVE HARDENED INSERTS, MIN 1" THROW EMBEDMENT 5/8".

E)WOOD FLUSH DOORS SHALL BE IN MIN 1 3/8" THICK, SOLID CORE, PANEL TYPE MIN PANEL THICKNESS 9/16. MAX 300 SQ. INCHES IN AREA.

F)GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS.

2.CYLINDER GUARDS HALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE EXPOSED TO GRIPPING TOOLS.

3.SLIDING GLASS DOORS AND WINDOWS SHALL BE ALE TO RESIST THE TESTS SET FORTH IN 91.6731 AND 91.6732 OF THE BUILDING CODE.

4.SLIDING GLASS DOORS AND WINDOWS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION.

5.PROVIDE HARDENED LOCK AND LATCH ON OVERHEAD GARAGE DOORS OVER 9'0" IN LENGTH.

6.GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION SHALL BE FULLY TEMPERED GLASS.

7.USE DEAD LOCKING LATCH KEY OPERATED LOCKS ON EXTERIOR; LOCKS OPEN ABLE WITHOUT KEY OR SPECIAL KNOWLEDGE OR EFFORT ON INTERIOR.

8.INACTIVE LEAF OF ALL EXTERIOR DOUBLE DOORS SHALL HAVE APPROVED SLIDE BOLD LOCKING DEVICE AT TOP AND BOTTOM.

9.PROVIDE 110V SMOKE ALARMS(DETECTORS) WITH BATTERY BACKUP IN ALL SLEEPING ROOMS , HALLWAYS AND ROOMS LEADING TO THE ROOMS. THE DETECTOR SHALL SOUND ALARM AUDIBLE IN ALL SLEEPING ROOMS OF THE DWELLING.

3)STAIN SHALL BE MONSANTO CHEMICAL OR OLYMPIC.

4)ALL WORK TO BE IN ACCORDANCE WITH BEST PRACTICES OF THE TRADE.

E. MISCELLANEOUS: REFER TO PLANS FOR SPECIFIC MATERIALS AND FINISHES.

ENERGY:(CONTINED)

7)THE BUILDER SHALL PROVIDE THE ORIGINAL OCCUPANT A LIST OF THE HEATING, COOLING, WATER HEATING, LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY.

8)A MAINTENANCE LABEL SHALL BE AFFIXED TO ALL EQUIPMENT REQUIRING PREVENTIVE MAINTENANCE, AND A COPY OF THE MAINTENANCE INSTRUCTIONS SHALL BE PROVIDED FOR THE OWNER'S USE.

9)ALL INSULTING MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH CALIFORNIA QUALITY STANDARDS FOR INSULATION.

A. HEATING AND COOLING

1) IF HEATING IS TO BE ACCOMPLISHED BY EXTENDING DUCTS FROM AN EXISTING FORCED AIR UNIT, NO EQUIPMENT SIZING WILL BE REQUIRED.

2)IF NEW HEATING EQUIPMENT IS NEEDED, HEAT LOSS CALCULATING MUST BE PREPARED TO SIZE SYSTEM.

3)NEW UNIT MUST BE EQUIPPED WITH A PROGRAMMABLE HIGH SET-BACK THERMOSTAT.

4)DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING TO CHAPTER 10 OF THE UNIFORM MECHANICAL CODE ALL PARTS OF THE DUCT SYSTEM SHALL BE TIGHTLY SEALED WITH MASTIC OR TAPE.

5)THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED OR OTHERWISE SEALED TO LIMIT INFILTRATION:

A) EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALL SOLE PLATES AND FLOORS, AND BETWEEN EXTERIOR WALL PANELS. B) OPENINGS FOR PLUMBING, ELECTRICITY AND GAS LINES IN WALLS, CEILINGS, AND FLOORS. C) OPENINGS IN ATTIC FLOOR. D) ALL OTHER SUCH OPENING IN BUILDING ENVELOPE.

6)STORAGE TYPE WATER HEATERS AND STORAGE BACK-UP TANKS FOR SOLAR WATER HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED WITH INSULATION OR R-12 OR GREATER.

7)PIPING IN UNCONDITIONED SPACE LEADING TO AND FROM WATER HEATERS SHALL BE WRAPPED WITH INSULATION R-3 FOR 5' OF PIPE NEXT TO WATER HEATER.

8)RECIRCULATING HOT WATER PIPING IN UNHEATED SPACES SHALL BE INSULATED.

9)GAS FIRED COOKING APPLIANCES, SHOWER HEADS AND FAUCETS SHALL COMPLY WITH THE APPLIANCE EFFICIENCY STANDARDS.

B.WATER HEATING:

1) INSULATE TANK WITH R-12 EXTERNAL BLANKET. 2) INSULATE INLET AND OUTLET PIPES WITH R-3 FIRST 5 FEET. 3) SHOW MAKE, MODEL, AND SIZE OF WATER HEATER ON PLANS.

D. LIGHTING:

1)GENERAL LIGHTING IN KITCHENS AND BATHS SHALL HAVE AN EFFICIENCY OF NOT LESS THAN 25 LUMENS PER WATT, EXCEPT THAT LUMINARIES USED AS THE ONLY LIGHTING IN BATHS ARE EXEMPT FROM THIS REQUIREMENT.

PLUMBING:

1. GENERAL:

1) PLATE STRAPS SHALL BE USED TO REPAIR STUDS, PLATES, AND TRIMMERS WHERE CUT OR DRILLED MORE THAN ONE-HALF THE DEPTH.

2)ALL PIPING THROUGH WALLS SHALL BE FILLED WITH MASTIC AND COVERED WITH ESCUTCHEONS PLATES.

3)PLUMBING VENTS SHALL NOT BE LOCATED CLOSER THAN 10 FEET FROM ANY PROPERTY LINE.

4) ALL METALLIC PIPING UNDER SLAB SHALL BE SLEEVED.

5)ALL WATER CLOSETS SHALL BE 1.28 GALLONS PER FLUSH MAXIMUM.

6)ALL SINKS AND LAVATORIES SHALL BE 1.2 GALLONS PER MINUTE.

7) ALL SHOWERS HEADS SHALL BE 2.0 GALLONS PER MINUTE.

8)ALL HOSE BIBS SHALL HAVE NON-REMOVABLE TYPE LISTED BACK FLOW PREVENTION DEVICES WITHOUT ATTACHED HOSE

9)NO CELLULAR CORE ABS-DWV WILL BE USED.

2.WATER PIPING:

A)MATERIALS:

1)COPPER TUBE FOR WATER PIPING SHALL HAVE A WRIGHT OF NOT LESS THAN THAT OF COPPER WATER TUBE TYPE L. EXCEPTION: TYPE W COPPER TUBING MAY BE USE FOR WATER PIPING WHEN PIPING IS ABOVE GROUND, AND THE NORMAL MAXIMUM PRESSURE DOES NOT EXCEED 100 POUNDS, AND THE WORKING TEMPERATURE DOES NOT EXCEED 210 F.

B)WATER HEATER:

1)WATER HEATER SHALL BE ANCHORED OR STRAPPED. STRAPPING SHALL BE AT A POINT WITHIN UPPER AND LOWER ONE THIRD (1/3) OF ITS DIMENSIONS.

2)WATER HEATER INSULATION BLANKET (R-16 OR GREATER) REQUIRED AND FIRST FIVE FEET OF PIPES CLOSETS TO TANK TO BE INSULATED (R-3).

3)WATER HEATER WILL HAVE TEMPERATURE AND PRESSURE RELIEF VALVE THAT WILL VENT TO EXTERIOR OUTLET SHALL NOT BE HIGHER THE 24" OR LOWER THEN 6" ABOVE GRADE.

3.GAS PIPING:

A)MATERIALS:

1)ALL PIPE USED FOR THE INSTALLATION OF ANY GAS PIPING SHALL BE STANDARD WEIGHT WROUGHT IRON OR STEEL(GALVANIZED OR BLACK). YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY-FIVE (75) PERCENT COPPER), OR INTERNALLY TINNED OR EQUIVALENTLY TREATED COPPER OF IRON PIPE SIZE.

2)ALL FITTINGS USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE OF MALLEABLE IRON OR YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY-FIVE (75) PERCENT COPPER.

3)GAS COOKING APPLIANCES TO BE EQUIPPED WITH INTERMITTENT IGNITION DEVICE.

4)MASONRY AND FACTORY-BUILT FIREPLACES SHALL HAVE:

a)TIGHT FITTING, CLOSABLE METAL OR GLASS DOOR. b)OUTSIDE AIR INTAKE WITH DAMPER AND CONTROL. c)FLUE DAMPER AND CONTROL. d)NO CONTINUOUS BURNING GAS PILOT ALLOWED.

4.WASTE PIPING:

MATERIALS:

1) ALL WASTE PIPING WHICH PENETRATES WALLS WITH (L) HOUR FIRE RESISTIVE MATERIALS APPLIED SHALL BE CAST IRON OR OTHER NONCOMBUSTIBLE PIPING MATERIAL APPROVED BY THE UNIFORM BUILDING CODE APPLICABLE EDITION, STATE AND LOCAL CODES.

2)RAPID FIT WASTE AND OVERFLOW FITTINGS SHALL BE USE IN LIEU OF ACCESS PANEL AS PER I.A.P.M.O. FILE NO. 966.

GENERAL REQUIREMENTS:

1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE california BUILDING CODE AND SUCH OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK.

2. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OR DESIGNER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON DRAWINGS BEFORE PROCEEDING WITH THE WORK.

3. CONTRACTOR SHALL CONSULT ALL REPRESENTATIVES OF CITY, GAS,LIGHT, WATER, POWER AND PHONE COMPANIES CONCERNING AVAILABLE FACILITIES, REPORT COMMENCING WORK OR CONNECTING FACILITIES.

4. THE CONTRACT DOCUMENTS CONSISTS OF THE AGREEMENT, THE GENERAL CONDITIONS OF THE CONTRACT, THE DRAWINGS AND SPECIFICATIONS, INCLUDING ALL MODIFICATIONS THEREOF INCORPORATED IN THE DOCUMENTS BEFORE EXECUTION.

5. THE SUB-LETTING OF THE WORK BY THE CONTRACTOR SHALL NOT IN ANY WAY RELIEVE HIM OF ANY RESPONSIBILITY OR OBLIGATION TO THE OWNER, ARCHITECT OR DESIGNER, OR THE CONTRACT.

6. CONSTRUCTION AND STORAGE OPERATIONS SHALL BE KEPT WITHIN THE AREAS DESIGNED BY THE OWNER. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN OTHER AREAS.

7. THE GENERAL CONTRACTOR AND EACH SUB-CONTRACTOR SHALL CARRY INSURANCE TO COVER THE PUBLIC AND WORKMAN'S COMPENSATION DURING THE ENTIRE JOB. CERTIFICATE OF SAME SHALL BE FILED WITH THE OWNER.

8. THE CONTRACTOR SHALL EXECUTE THE WORK WITH THE UTMOST DISPATCH. BAILING IN THIS, OWNER SHALL HAVE THE RIGHT, UPON FIVE DAYS WRITTEN NOTICE, TO PURCHASE MATERIALS AND TO EMPLOY MEN TO EXECUTE THE WORK, AND THE COST OF SAID MATERIALS AND LABOR SHALL BE DONE BY THE CONTRACTOR.

9. CLEAN UP;

a) PERIODIC CLEAN-UP: EMPTY ALL REFUSE BARRELS AND CANS AND REMOVE RUBBISH AND DEBRIS FROM THE SITE AT LEAST ONCE EVERY WEEK DURING THE CONSTRUCTION PERIOD.

b) COMPLETION: UPON COMPLETION OF THE WORK, REMOVE THE RUBBISH FROM OR ABOUT THE BUILDING AS WELL AS ALL TOOLS, SCAFFOLDING, AND SURPLUS MATERIALS. IN CASE OF DISPUTE BETWEEN THE CONTRACTOR AND OTHER CONTRACTORS, AS TO RESPONSIBILITY FOR REMOVAL OR RUBBISH, ETC., OR IN CASE RUBBISH, ETC., IS NOT PROMPTLY REMOVED. THE OWNER MAY REMOVE RUBBISH, ETC., AND CHARGE THE COST TO THE CONTRACTOR.

c) FINAL CLEANING: IMMEDIATELY PRIOR TO FINAL INSPECTION, GIVE THE ENTIRE BUILDING A FINAL CLEANING, INCLUDING REMOVAL OF THE PROTECTIVE COVERING MATERIALS APPLIED TO ALUMINUM AND OTHER MATERIALS, REMOVAL OF LABELS, WASHING GLASS, FLOORS AND TILE SURFACES, WAXING RESILIENT FLOORING, CLEANING AND POLISHING PLUMBING FIXTURES, HARDWARE, AND OTHER METAL, CLEANING EQUIPMENT, AND REMOVAL OF ALL TOOLS, EQUIPMENT, DEBRIS, TEMPORARY FACILITIES, ETC. AS REQUIRED TO PREPARE THE BUILDING FOR OCCUPANCY.

10.ALL CONDITIONS NOTED AS EXISTING OR SHOWN AS EXISTING ARE BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THE DRAWINGS. NO WARRANTY IS IMPLIED AS TO THE ACCURACY OF THE ITEMS REFERRED AS EXISTING.

SITE WORK:

1. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN THE DEPTH INTO WHICH APERSON IS REQUIRED TO DESCEND.

2.UNDERGROUND UTILITIES: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALLUNDERGROUND UTILITIES PRIOR TO COMMENCING DEMOLITION, EXCAVATIONS, OR GRADING.DISCONNECT AND CAP OR PROTECT AS REQUIRED.

3. GRADE SITE TO ELEVATIONS FROM ON GRADING PLAN. CUT OR FILL AS REQUIRED. ALLPORTIONS OF THE SITE, INCLUDING YARDS, ARRAYS, COURTYARDS AND PASSAGEWAYS SHALL BEPROPERLY GRADED SO THAT WATER DRAINS AWAY FROM THE BUILDINGS.

4. ALL EXCESS DIRT AND TRASH ARE TO BE REMOVED FROM SITE.

5.ALL GRADING TO BE PERFORMED I ACCORDANCE WITH ALL APPLICABLE CODES AND LOCAL ORORDINANCES AND THE APPROVED SOILS AND/OR GEOLOGY REPORT.

6. UPON COMPLETION ALL WOOD, PLASTER, OR OTHER DEBRIS SHALL BE CLEARED FROM THE SITE.GRADING SHALL BE PREFORMED SO THAT ALL SURFACE WATER DRAINS RAPIDLY AWAY FROM THESTRUCTURE AND THEN PROPERLY TO THE DRAINAGE DEVICES OR THE STREET.

FOUNDATIONS:

1.FOUNDATION SHALL BEAR AS DETAILED ON THE PLANS AND/OR INDICATED IN THE SOIL REPORT.

2.DESIGN SOIL BEARING PRESSURE INDICATED IN THE STRUCTURAL CALCS.

3.FOOTING ELEVATIONS SHOWN ON THE PLANS ARE FOR ESTIMATING PURPOSES ONLY AND SHALL BE VERIFIED IN THE FIELD.

4.EXCAVATIONS ADJACENT TO EXISTING BUILDINGS OR WALLS SHALL NOT EXTEND BELOW AN ANGLE OF 45 DEGREES FROM THE BOTTOMS OF THE FOOTINGS OF THESE ADJACENT STRUCTURES, OR THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING FOR THE EXCAVATIONS.

5.WHERE EXISTING FOOTINGS, CONCRETE SLABS, PIPES, UTILITIES OR OTHER BURIED ITEMS ARE REMOVED, WHERE NEW SLABS OR FOOTINGS ARE TO BE LOCATED, ALL EXISTING LOOSE SOIL SHALL BE REMOVED AND RECOMPUTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY.

6.ALL FILL SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557. FILL SHALL BE PLACED UNDER THE SUPERVISION OF, AND TESTED AND CERTIFIED BY, AN APPROVED SOIL'S ENGINEER.

7.ANCHOR BOLTS SHALL BE 5/8" DIAMETER X 12" WITH 9" MIN. EMBEDMENT, SPACING 6' MAXIMUM UNLESS NOTED OTHERWISE. SEE PLANS FOR SPACING. INSTALL A MINIMUM 2 BOLTS IN EACH PIECE OF SILL PLATE AND MINIMUM OF 12" FROM SILL ENDS. USE ONE PLATE WASHER: 0.229"X 3"X 3"

8.HOLD DOWN HARDWARE MUST BE SECURED PRIOR TO THE FOUNDATION INSPECTION

MASONRY:(Continued)

1. NO. S SIEVE AND ALL PASSING 3/8 INCH SIEVE.

2. CONCRETE BLOCK SHALL BE PLACED IN ACCORDANCE WITH CHAPTER 24 OF THE BUILDING CODE.

3. VERTICAL STEEL: SET AND BRACE BEFORE PROCEEDING WITH MASONRY WORK.

10.LAPS: 40 DIAMS. AT SPLICES, CORNERS AND INTERSECTIONS.

11.CONTINUOUS INSPECTION: NOT REQUIRED

12.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. DESCRIPTION A15AND A305EXCEPT THAT ¼" TIES MAY BE PLAIN BARS. WIRE REINFORCEMENT SHALL CONFORM TOA.S.T.M DESIGNATION A82.

13.WORKMANSHIP: CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORKMANSHIP AND ALLWALLS SHALL BE LAID TRUE AND PLUMB. PROVISIONS SHALL BE ARRANGED FOR ALL ADJOININGCONSTRUCTION. ALL WALLS TO HAVE FLUSH JOINTS READY TO RECEIVE PLASTER ORWATERPROOFING.

14.TOOL ALL JOINTS, UNLESS INDICATED ON DRAWINGS OTHERWISE.

CONCRETE:

1. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL ATTAIN A MINIMUMCOMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI.

2.MAXIMUM CONCRETE SLUMP SHALL BE 3"

3.CEMENT FOR CONCRETE, MORTAR, AND GROUT SHALL BE TYPE I OR II CONFIRMING AT ASTMC-150. AGGREGATE SHALL CONFORM TO ASTM C-33

4.NO PIPES OR DUCTS, OTHER THAN CONDUIT, SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESSSPECIFICALLY SHOWN. ALUMINUM CONDUIT SHALL NOT BE USED.

5.VERIFY WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWING LOCATION OF ALL ITEMS INOR ATTACHED TO CONCRETE.

6.DRYPACK SHALL BE 1:3 CEMENT AND SAND MIX.

ASPHALTIC PAVING:

1.SUBGRADE: SCARIFY & COMPACT TO 90%. FILL OR CUT AS REQUIRED. REMOVE DEPRESSIONSAND HIGH POINTS AND BRING ENTIRE AREA TO SMOOTH PLANE. APPLY SOIL POISONING AGENT.

2.BASE AGGREGATE: 4" THICK ASE COURSE OF ¾" MAXIMUM TYPE A MEDIUM AGGREGATE, 1" THICKSURFACING COURSE OF 3/8" MAXIMUM TYPE A MEDIUM AGGREGATE, FOG SEAL. PLACE, SPREADAND COMPACT IN ONE CONTINUOUS OPERATION. BARRICADE UNTIL CURED.

3.OUTLINES OF ALL PAVING SHALL BE 1" X 3" HEADER BOARDS.

METAL:

A. STRUCTURAL STEEL.

1.STRUCTURAL STEEL ROLLED SECTIONS AND PLATE USED IN THE WORK SHALL CONFORM TO ASTM A36.

2.PIPE COLUMNS SHALL BE WELDED SEAMLESS PIPE CONFORMING TO ASTM A53 FOR GRADE "B" PIPE.

3.SQUARE OR RECTANGULAR TUBES SHALL BE WELDED SEAMLESS SECTIONS MADE OF STEEL CONFORMING TO ASTM A36.

4.ALL FABRICATION SHALL BE DONE IN THE SHOP OF FABRICATOR LICENSED BY THE BUILDING OFFICIAL OR UNDER THE CONTINUOUS INSPECTION OF A REGISTERED DEPUTY INSPECTOR LICENSED BY THE SAME BODY.

5.BOLTED CONNECTIONS USED IN THE WORK SHALL CONSIST OF UNFINISHED BOLTS CONFORMING TO ASTM A307.

6.ALL WELDING SHALL CONFORM TO THE STANDARD CODE FOR ABC AND GAS WELDING OF THE AMERICAN WELDING SOCIETY.

B. SHEET METAL

1.ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE CORROSION-RESISTANT METAL. FLASH ALL PENETRATIONS.

2.FLASH AND COUNTER FLASH AT ALL ROOF TO WALL CONDITIONS. G.I. FLASH AND CAULK WOOD BREAMS AND OUTLOOKERS PROJECTING THROUGH EXTERIOR WALLS OR ROOF SURFACES.

3.NAILS SHALL BE LONG ENOUGH TO GIVE A MINIMUM PENETRATIONS OF ¾" INTO WOOD,1" INTO MAILING CONCRETE.

4.SCREWS TO BE PLATED WITH ZINC OR CADMIUM INTO METAL AND EITHER 1" SLATING NAILS NOT SMALLER THAN NO. 6 BY 1" SCREWS INTO LEAD PLUGS.

MOISTURE PROTECTION:

1.WEATHER-STRIP ALL DOORS AND WINDOWS EXPOSED TO THE EXTERIOR AL DOORS AND WINDOWS TO BE CERTIFIED.

2.METAL PLASTER GROUND WITH WEEP HOLES SHALL BE INSTALLED AT THE EXTERIOR OF THE BUILDING, AT THE INTERSECTION OF THE MUDSILL AND THE CONCRETE SLAB. SCREWED, TO BE 26 GAUGE CORROSION RESISTANT METAL WITH ¼" ROUND WEEP HOLES AT 3" O.C.

3.ALL JOINTS AND PENETRATIONS TO OUTSIDE TO BE CAULKED AND SEALED.

4.MOISTURE BARRIER: PROVIDE ONE (1) LAYER 15 POUND ASPHALT SATURATED FELT MINIMUM UNDER ALL EXTERIOR FINISHERS.

5.MATERIALS: ALL EXTERIOR MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE APPLICABLE EDITION, STATE AND LOCAL CODES.

INSULATION:

1. ALL EXTERIOR WALLS, WALLS BETWEEN LIVING SPACE AND UNHEATED GARAGE OR STORAGE ROOM, BETWEEN JAMBS AND FRAMING, CEILINGS WITH COLD AREAS ABOVE, ATTIC ACCESS PANEL, KNEE WALLS ADJACENT TO HEATED SPACE, BETWEEN COMBINATION RAFTER AND CEILING JOIST (LEAVE OPEN SPACE ABOVE FOR VENTILATION) TO HAVE A MINIMUM (BATT) INSULATION OF R-15WALLS, R-30 CEILINGS.

2.BUILDER AND INSULATION INSTALLER ARE TO PROVIDE A CERTIFICATE OF INSTALLATION AND POST IN THE BUILDING IN A CONSPICUOUS LOCATION.

3.INSTALLATION SHALL CONFORM TO TITLE 24 OF THE STATE OF CALIFORNIA ADMINISTRATIVE CODE AND SHALL BE CERTIFIED AS COMPLYING WITH TITLE 24 BY INSULATION INSTALLER.

CARPENTRY:

1. WOOD FRAMING: FRAMING REQUIREMENTS SUCH AS NAILING, LET-IN DIAGONAL BRACES, ETC., SHALL BE PER MINIMUM REQUIREMENTS OF THE APPLICABLE LOCAL CODE UNLESS GREATER REQUIREMENTS ARE INDICATED ON PLANS OR SPECIFICATIONS.

2. FRAMING LUMBER: FRAMING LUMBER SHALL BE DOUGLAS FIR LARGE, GRADE MARKED BY W.W.P.A. OR W.C.L.I.B. AS FOLLOWS, UNLESS OTHERWISE NOTED ON PLANS:

VERTICAL FRAMING 2" X 4" & 4" X 4" ........................................STANDARD GRADE 2" X 6" AND LARGER .......................................NO. 2 GRADE 6" X 6" AND LARGER .......................................NO. 1 GRADE HORIZONTAL FRAMING 2" X & 4" X .....................................................NO. 2 GRADE 6" X AND LARGER.............................................NO. 1 GRADE

3. MOISTURE CONTENT: MOISTURE CONTENT OF DOUGLAS FIR FRAMING LUMBER SHALL NOT EXCEED 20% IN ADDITION, THE LUMBER SHALL BE AIR DRIED FOR 60 DAYS UNDER ADEQUATE COVER ON THE SITE,OR LUMBER MAY BE USED THAT HAS A MOISTURE CONTENT APPROXIMATELY EQUAL TO THAT WHICH WILL EVENTUALLY BE ATTAINED IN SERVICE.

4.PROTECTION AGAINST DECAY AND TERMITES:

A) WOOD EMBEDDED IN THE GROUND OR IN DIRECT CONTACT WITH THE EARTH AND USED FOR THE SUPPORT OF PERMANENT STRUCTURES, SHALL BE TREATED WOOD. B) WOOD JOISTS OR THE BOTTOM OF WOOD FLOORS CLOSER THAN 18 INCHES, OR WOOD GIRDERS CLOSER THAN 12 INCHES TO THE GROUND UNDER FLOOR AREAS AND THEIR SUPPORTS, SHALL BE OF TREATED WOOD OR ALL HEARTWOOD OF APPROVED NATURALLY DURABLE SPECIES AS LISTED IN THE UNIFORM BUILDING CODE APPLICABLE EDITION.

5. EXTERIOR AND BEARING STUD WALL REQUIREMENTS:

MAXIMUM HEIGHT: UP TO 10'..............................................................2X4 @ 16"OC UP TO 20'.............................................................2X6 @ 16"OC UP TO 22'..............................................................2X8 @ 16"OC UP TO 24'.....................................2X10 @ 16"OC OR 2X8 @ 8

6. NAILING SCHEDULE:NAILSNAILING CONNECTION BOX OR COMMON

POST TO PIER PAD - TOP NAIL .....................3-16D OR 4-SDGIRDER TO POST-TOE NAIL..........................316D OR 4-SDJOIST TO SILL OR GIRDER-TOE NAIL.................3-8DBRIDGING TO JOIST-TOE NAIL.......................2-8D1 X 6 SUB-FLOOR TO JOIST-FACE NAIL................2-8DPLYWOOD SUB-FLOOR TO JOIST-FACE NAIL..........8D-6"O.C. (U.N.O.)2-INCH SUB-FLOOR TO JOIST OR GIRDER ............2-16DPLATE TO JOIST OR BLOCKING.......................16D-16" O.C.STUD TO PLATE-END NAIL...........................2-16DSTUD TO PLATE-TOE NAIL...........................3-16D OR 4-8DTOP PLATES-SPIKE TOGETHER........................16D OR 16" O.C. -LAPS AND INTERSECTIONS..................2-16D (U.N.O.)CEILING JOISTS TO PLATE TOE NAIL.................2-16D OR 3-8D -LAPS OVER PARTITIONS....................3-16D -TO PARALLEL ALTERNATE RAFTE.............3-16DRAFTER TO PLATE - TOE NAIL.......................2-16D OR 3-8DRAFTER TO RIDGE..................................2-16D OR 3-8DCONTINUOUS 1-INCH BRACE TO STUD..................3-8D2-INCH CUT - IN BRACE TO STUD....................2-16D1X6 SHEATHING TO BEARING.........................2-8D1X8 SHEATHING TO BEARING.........................3-8D*PLYWOOD SHEATHING TO BEARING....................3D-6" O.C. (U.N.O.)CORNER STUDS AND ANGLES..........................16D-24" O.C.

7. NAILS, BOLTS, SCREWS:

A) NAILING SHALL BE AS INDICATED ON PLANS AND COMPLY TO CODES HAVING JURISDICTION. BOLTS SHALL HAVE STANDARDB) FASTENERS:

1) ALL CONNECTORS NOTED TO BE SIMPSON OR EQUIVALENT.2) USE FULL NAILING/BOLTING @ ALL CONNECTIONS U.N.O.3) ALL NAILS TO BE COMMON U.N.O.4) ALL BOLTS TO BE MIN ASTM-A3075) BOLT HOLES: MAX 1/16 IN. LARGER THAN BOLT DIA.6) ALL BOLTS ON WOOD TO USE M.I. WASHER UNDER HEAD & NUT.7) LAG BOLTS: LEAD HOLES FOR SHANK TO BE SAME AS SHANK; THREADED PORTION TO BE 60-70% OF SHANK DIA.8) PLATES, SILLS AND SLEEPERS:

A) ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE TREATED WOOD OR FOUNDATION REDWOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY. CUT WASHERS UNLESS OTHERWISE NOTED AND UNLESS USED WITH STEEL PLATES OR ANGLES. HOLES FOR BOLTS SHALL NOT BE MORE THAN 1/16" LARGER THAN BOLT DIAMETER. LAG SCREWS SHALL BE TURNED, NOT DRIVEN, INTO PRE-DRILLED HOLES 2/3 OF THE SHANK DIAMETER.

CARPENTRY: (CONTINUED)

15. FLOOR JOISTS:

A) (BEARING) EXCEPT WHERE JOISTS ARE SUPPORTED ON A 1-INCH BY 4-INCH RIBBON STRIP AND MAILED TO THE ADJOINING STUD, THE ENDS OF EACH JOIST SHALL HAVE NOT LESS THAN 1-1/2 INCHES OF BEARING ON WOOD OR METAL, NOR LESS THAN 3 INCHES OF MASONRY.

B) (BLOCKING) JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS OF JOISTS ARE MAILED TO A HEADER, BANK OR RIM JOIST OR TO AN ADJOINING OR BY THEIR APPROVED MEANS. SOLID BLOCKING SHALL NOT BE LESS THAN 2 INCHES IN THICKNESS AND THE FULL DEPTH OF JOIST.

C) (NOTCHES AND HOLES) NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED ONE-SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN.

D) (LAPS) JOISTS FRAMING FROM OPPOSITE SIDES OF A BEAM, GIRDER OR PARTITION SHALL BE LAPPED AT LEAST 4 INCHES OR THE OPPOSING JOISTS SHALL BE TIED TOGETHER IN AN APPROVED MANNER.

E) (FRAMING ANCHORS) JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN 2 INCHES BY 2 INCHES.

F) (FRAMING AROUND OPENINGS) TRIMMER AND HEADER JOISTS WHEN FRAMED AROUND OPENINGS SHALL BE DOUBLED, OR OF LUMBER OF EQUIVALENT CROSS SECTION, WHEN THE SPAN OF THE HEADER EXCEEDS 4 FEET. THE ENDS OF HEADER JOISTS MORE THAN 5 FEET LONG SHALL BE SUPPORTED BY FRAMING ANCHORS OR JOIST HANGERS UNLESS BEARING ON A BEAM, PARTITION OR WALL. TAIL JOISTS OVER 12 FEET LONG SHALL BE SUPPORTED AT HEADER BY FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN 2 INCHES BY 2 INCHES.

G) (SUPPORTING BEARING PARTITIONS) BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH. JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED.

4.CLOTHES DRYER MOISTURE EXHAUST DUCT SHALL BE 4 INCHES IN DIAMETER AND LENGTH IS LIMITED TO 14 FEET WITH TWO ELBOWS FROM THE CLOTHES DRYER TO POINT OF TERMINATION. DUCT LENGTH SHALL BE REDUCED BY 2 FEET FOR EVERY ELBOW IN EXCESS OF TWO.

5.THE DWELLING SHALL HAVE WATER CLOSETS (TOILETS), WHICH USE NO MORE THAN 1.6 GALLONS PER FLUSH. (P.C. 402.3)

6.WHERE NM CABLE (ROMEX) IS RUN ACROSS THE TOP OF CEILING JOISTS AND/OR WHERE THE ATTIC IS NOT ACCESSIBLE BY PERMANENT STAIRS OR LADDERS, PROTECTION WITHIN 6 FEET OF THE NEAREST EDGE OF THE SCUTTLE HOLE OR ATTIC ENTRANCE SHALL BE PROVIDED. (E.C. 336-6(D), 333-12)

16. ROOF AND CEILING FRAMING:

A) (FRAMING) RAFTER SHALL BE FRAMED DIRECTLY OPPOSITE EACH OTHER AT THE RIDGE. THERE SHALL BE A RIDGE BOARD AT LEAST 2-INCHE NOMINAL THICKNESS AT ALL RIDGES AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE SHALL BE A SINGLE VALLEY OR HOP RAFTER NOT LESS THAN 2 INCHES NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER.

B) (RAFTER TIES) RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOT PARALLEL, RAFTERS SHALL BE TIED TO 1-INCH THICK BY 4-INCH (NOMINAL) MINIMUM SIZED CROSS TIES. RAFTER TIES SHALL BE SPACED NOT MORE THAN 4 FEET ON CENTER.

C) (PURLING) PURLING TO SUPPORT ROOF LOADS MAY BE INSTALLED TO REDUCE THE SPAN OF RAFTERS WITHIN ALLOWABLE LIMITS AND SHALL BE SUPPORTED BY STRUTS TO BEARING WALLS. THE MAXIMUM SPAN OF 2-INCH BY4-INCH PURLING SHALL BE 4 FEET. THE MAXIMUM SPAN OF THE 2-INCH BY 6-INCH PURLING SHALL BE 5 FEET BUT IN NO CASE SHALL THE PURLING BE SMALLER THAN THE SUPPORTED RAFTER. STRUTS SHALL BE NOT SMALLER THAN 2-INCH BY 4 INCH MEMBERS. THE EMBRACED LENGTH OF STRUTS SHALL NOT EXCEED 8 FEET AND THE MINIMUM SLOPE OF THE STRUTS SHALL BE NOT LESS THAN 45" FROM THE HORIZONTAL.

7.ALL ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE PLACED BEFORE POURINGCONCRETE.

8.REINFORCING STEEL: ASTM 4615, GRAD 40, LAP BARS 40 DIAMETERS AT CORNERS ANDSPLICES.

9.COVER FOR REINFORCING BARS: 3" WHERE DEPOSITED AGAINST EARTH, 2" WHEREEXPOSED TO EARTH AND PLACED IN FORMS.

10.CURING, SURFACES KEPT CONTINUOUSLY WET NOT LESS THAN 7 DAYS AFTER POURING.

MECHANICAL/PLUMBING/ELECTRICAL CODE REQUIREMENTS

1.THE FOLLOWING ARE REQUIRED FOR THE FORCED AIR FURNACE IN A COMPARTMENT:

a. COMPARTMENT DIMENSIONS SHALL HAVE 3" MINIMUM CLEARANCE ON SIDES, BACK, AND TOP, AND 6" MINIMUM CLEARANCE ALONG THE COMBUSTION CHAMBER OPENING SIDE OF THE FURNACE. THE MINIMUM WIDTH PERMITTED IS 12" GREATER THAN THE EQUIPMENT. (M.C. 9041 & 904.7)b. AREA OF COMBUSTION AIR OPENINGS OF 1 SQ. INCH PER 1,000 BTU (100 SQ. INCH MINIMUM) IS REQUIRED INTO THE COMPARTMENT. HALF OF AREA WITHIN 12 INCHES OF CEILING AND HALF WITHIN 12 INCHES OF FLOOR.(M.C. 701, 702, 707, & T 7-1)c. COMBUSTI8ON AIR FROM THE ATTIC THROUGH 26 GAUGE GALVANIZED STEEL SLEEVE EXTENDING 6 INCHES MINIMUM ABOVE CEILING JOISTS WITHOUT A SCREEN AT THE TOP (ATTIC TO HAVE ADEQUATE OPENINGS). (M.C. 703.1.2.3)d. COMBUSTION AIR FROM OUTSIDE TO COMPARTMENT WITH A ¼" SCREEN AT OUTSIDE OPENING. (M.C. 702.3)e. SEPARATE DUCTS FOR UPPER AND LOWER COMBUSTION AIR SUPPLY OPENINGS. (M.C. 704.1.6)

9. COLUMNS AND POSTS:

A) ALL WOOD COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARINGS. SUPPORTS SHALL BE DESIGNED TO HOLD THE COLUMN OR POST SECURELY IN POSITION AND TO PROTECT ITS BASE FROM DETERIORATION. IN AREAS EXPOSED TO WATER SPLASH AND IN EXTERIOR LOCATIONS, WOOD COLUMNS AND POSTS SHALL BE SUPPORTED BY PIERS PROJECTING AT LEAST 2 INCHES ABOVE THE FINISHED FLOOR AND SHALL BEAR ON A METAL BASE PLATE OR A FOUNDATION PLATE OR SILL. POSTS OR COLUMNS OF TREATED WOOD OR OF FOUNDATION GRADE REDWOOD OR CEDAR MAYBE PLACED DIRECTLY ON CONCRETE, SOLID MASONRY OR GROUTED MASONRY.

10. WOOD AND EARTH SEPARATION:

A) NO UNTREATED WOOD EXCEPT FOUNDATION REDWOOD SHALL BE NEARER THAN 6 INCHES TO ANY EARTH UNLESS SEPARATED BY CONCRETE AT LEAST 3 INCHES IN THICKNESS WITH AN IMPERVIOUS MEMBRANE INSTALLED BETWEEN THE EARTH AND CONCRETE.

11. ROOF SHEATHING:

A) 1X4 OR 1X6 SPACED; WITH 1X6 SHIP LAP STARTER BOARD AT ALL EXPOSED RAVES (RE SAWN FACE DOWN); SHALL BE STANDARD, 3 COMMON, NO. 2 OR CONSTRUCTION GRADES AND SHALL BE SPACED NO MORE THAN 6" CLEAR.

D) (BLOCKING) RAFTERS MORE THAN 8 INCHES IN DEPTH SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING NOT LESS THAN 2 INCHES IN THICKNESS AND THE FULL DEPTH OF THE RAFTER UNLESS MAILED TO A HEADER; BAND OR RIM JOIST OR TO AN ADJOINING STUD.

17. WALL FRAMING:

A) (SIZE) STUDS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS OF BUILDINGS NOT MORE THAN TWO STORIES IN HEIGHT SHALL BE NOT LESS THAN 2 INCHES BY 4 INCHES IN SIZE. FOR THREE-STORY BUILDINGS SUCH STUDS SHALL BE NOT LESS THAN 3 INCHES BY 4 INCHES OR 2 INCHES BY 6 INCHES TO THE BOTTOM OF THE SECOND FLOOR JOISTS, AND 2 INCHES BY 4 INCHES FOR THE TWO UPPER STORIES. INTERIOR NONBEARING PARTITIONS MAY BE FRAMED WITH 2-INCH BY 4 INCH STUDS.

B) (HEIGHT) UNLESS, SUPPORTED LATERALLY BY ADEQUATE FRAMING, THE MAXIMUM ALLOWABLE HEIGHT FOR STUDS SHALL BE 14 FEET FOR 2-INCH BY 4-INCH STUDS; AND 20 FEET FOR 2-INCH BY 6 INCH.

C) (SPACING) STUDS SUPPORTING FLOORS AND CEILINGS OR RAFTERS SHALL BE SPACED NOT MORE THAN 16 INCHES.

D) (CRIPPLE WALLS) CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE WITH A MINIMUM LENGTH OF 24 INCHES, OR SHALL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4 FEET IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY.

E) (HEADERS) HEADERS FOR ALL OPENINGS 4 FEET WIDE OR LESS IN BEARING WALLS SHALL BE PROVIDED WITH HEADERS CONSISTING OF EITHER TWO PIECES OF2-INCH FRAMING LUMBER PLACED ON EDGE AND SECURELY FASTENED TOGETHER OR 4-INCH LUMBER OF EQUIVALENT CROSS SECTION. ALL OPENINGS MORE THAN 4 FEET WIDE SHALL BE PROVIDED WITH HEADERS OR LINTELS. SUCH HEADERS OR LINTELS SHALL HAVE NOT LESS THAN 2-INCH SOLID BEARING AT EACH END TO THE FLOOR OR BOTTOM PLATE, UNLESS OTHER APPROVED FRAMING METHODS OR JOINT DEVICES ARE USED. SEE PLAN FOR SIZE.

F) (PIPES IN WALLS) STUD PARTITIONS CONTAINING PLUMBING, HEATING, OR OTHER PIPES SHALL BE SO FRAMED AND THE JOISTS UNDERNEATH SO SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING, WHERE A PARTITION CONTAINING SUCH PIPING RUNS PARALLEL TO THE FLOOR JOISTS, THE JOISTS UNDERNEATH SUCH PARTITIONS SHALL BE DOUBLED AND SPACED TO PERMIT THE PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED, WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PARTLY IN A PARTITION, NECESSITATING THE CUTTING OF THE HOLES OR PLATES.A METAL TIE NOT LESS THAN 1/8 INCH THICK AND 1-1/2 INCHES WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN FOUR 160 NAILS.

FINISHES:

A. EXTERIOR PLASTER:

1) PLASTER: EXTERIOR PLASTER SHALL BE PORTLAND CEMENT PLASTER WITH FINISH AS INDICATED ON EXTERIOR ELEVATIONS.

2)BASE COATS:THE MIX SHALL CONSIST OF ONE PART PORTLAND CEMENT TO NOT MORE THAN 3-1/2 PARTS SAND FOR FIRST SCRATCH COAT AND NOT MORE THAN 4 PARTS SAND FOR THE TEXTURED BROWN COAT. ALL MEASURED BY VOLUME TO WHICH MAY BE ADDED NOT MORE THAN 10% OF HYDRATED LIME, MIXED WITH WATER IN A BATCH MIXER TO THE PROPER CONSISTENCY.

3)PLASTER THICKNESS: STEP 1 - SCRATCH COAT - 1/4" THICK

STEP 2 - TEXTURED BROWN COAT - 3/8" THICK

STEP 3 - SMOOTH FINISH COAT -1/4" THICK ON 34# METAL LATH AND 15# PELT. TEXTURED BROWN COAT IS TO HAVE AN UNEVEN BUT SMOOTH FINISH WITH NO TROWEL MARKS TO BE VISIBLE. PROVIDE SAMPLE TO BE APPROVED BEFORE PROCEEDING. SMOOTH FINISH COAT TO BE PAINTED USING 20-30 SILICA SAND FOR SMOOTH HAND APPLIED LOOK. PROVIDE SAMPLE 10' X 10' AREA TO BE APPROVED.

4)ALL EXTERIOR PLASTER SHALL CONFORM TO CHAPTER 47, U.B.C.

B. INTERIOR PLASTER:

1) GYPSUM PLASTER - 3/8" GYPSUM LATH WITH ½" TWO COAT PLASTER OVER THE CORNER BEADS, CASING BEADS AND REINFORCEMENT AT OPENINGS.

C. GYPSUM WALLBOARD:

1) ASTM C36 5/8" THICK, WITH TAPERED EDGES, REGULAR AND TYPE X AT 1 HOUR RATED WALLS. (U.N.O.)

D. PAINTING:

1) GENERAL - APPLY 1 COAT PRIMER, 2 COAT PAINT, TYPICAL UNLESS NOTED OTHERWISE.

2)PAINT SHALL BE SHERWIN-WILLIAMS, W.P. FULLER, DUNN EDWARDS OR SINCLAIR.

G) (BRIDGING) ALL STUD PARTITIONS OR WALLS WITH STUDS HAVING A HEIGHT TO LEAST THICKNESS RATIO EXCEEDING 50 SHALL HAVE BRIDGING NOT LESS THAN 2 INCHES IN THICKNESS AND OF THE SAME WIDTH AS THE STUDS FITTED SNUGLY AND NAILED THERE TO PROVIDE ADEQUATE LATERAL SUPPORT, UNLESS COVERED BY INTERIOR OR EXTERIOR WALL COVERING OR SHEATHING MEETING THE MINIMUM REQUIREMENT OF THE UNIFORM BUILDING CODE APPLICABLE EDITION.

H) (CUTTING AND NOTCHING) IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH, CUTTING OR NOTCHING OF STUDS TO A DEPTH NOT GREATER THAN 40 PERCENT OF THE WIDTH OF THE STUD IS PERMITTED IN NONBEARING PARTITION SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION.

I) (BORED HOLES) A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD MAY BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN NONBEARING PARTITION OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED PROVIDED NOT MORE THAN TWO SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF THE STUD AS A CUT OR NOTCH

J) ROUGH WINDOW SILLS OVER 8 FEET IN LENGTH SHALL BE DOUBLED.

K) BLOCKING TO BE PROVIDED AT ALL HANDRAILS.

ENERGY:

A.BUILDING ENVELOPE:

1) DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACE MUST BE FULLY WEATHER-STRIPPED.

2)THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED OR SEALED:

A) EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES. B) BETWEEN EXTERIOR WALL SOLE PLATES AND FLOORS AND BETWEEN EXTERIOR WALL PANELS. C) PENETRATIONS IN WALLS, CEILINGS, AND FLOORS FOR PLUMBING AND ELECTRICAL DISTRIBUTION SYSTEMS. D) OPENINGS IN ATTIC FLOORS. E) ALL OTHER OPENINGS IN THE BUILDING ENVELOPE.

3) MANUFACTURED DOORS AND WINDOWS MUST BE LABELED AND CERTIFIED PER ANSI, AAMA, NWMA, FHDA, OR ASTM STANDARDS.

4) EXHAUST FANS SHALL BACK DRAFT OR AUTOMATIC DAMPERS.

2.THE FOLLOWING ARE REQUIRED FOR FURNACE OR COMFORT COOLING EQUIPMENT IN AN ATTIC:a. SCUTTLE 22"X30" OR THE SIZE OF THE LARGEST PIECE OF EQUIPMENT AND LOCATED NOT OVER 20 FEET FROM EQUIPMENT IS REQUIRED. (M.C. 908)b. 24 INCHES WIDE UNOBSTRUCTED PASSAGEWAY OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND ITS CONTROLS. (M.C. 908)c. UNOBSTRUCTED WORKSPACE OF 30" MIN. DEPTH IN FRONT OF EQUIPMENT. (M.C.908)d. LIGHT OVER EQUIPMENT WITH A SWITCH AT THE SCUTTLE. (M.C. 908)e. VENT THROUGH THE ROOF A MIN OF 5 FEET ABOVE THE HIGHEST VENT COLLAR, WHICH IT SERVES. (M.C. 806.2)f. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCE. (M.C. 304)

3. CLOTHES DRYER MOISTURE EXHAUST DUCT SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A BACK-DRAFT DAMPER (NOT IN CRAWL SPACES OR IN ATTIC AREAS). (M.C. 504.3)

B) PLYWOOD SHEATHING IS TO BE CONTINUOUS OVER TWO OR MORE SPANS AND IS TO BE MINIMUM 1/2" THICK AND HAVE PANEL IDENTIFICATION INDEX AS REQUIRED FOR RAFTER SPACING (SEE PLANS); ALL SHALL BE STRUCTURAL AND II, STANDARD SHEATHING, AND C-D GRADES ONLY.

12. FLOOR SHEATHING:

A) PLYWOOD COMBINATION SUB-FLOOR UNDER-LAYMENT SHEATHING CONTINUOUS OVER TWO OR MORE SPANS SHALL BE MINIMUM 5/8" THICK TONGUE-AND GROOVE AND SPACING (SEE PLANS) AND SHALL BE UNDER-LAYMENT GRADE, C-C (PLUGGED) AND ALL GRADES OF SANDED EXTERIOR TYPE PLYWOOD IN GROUP SPECIES OF 1, 2, OR 3, WHERE FLOOR JOISTS SPACING IS 48"O/C USE 1-1/8" THICK TONGUE-AND-GROOVE 2-4-1 (EXTERIOR GLUE) PLYWOOD IN GROUP SPECIES OF 1, 2, OR 3.

13. FRAMING PRACTICES:

A) WORKMANSHIP:

1) ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED, AND BRACED SO AS TO DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSES FOR WHICH THEY ARE USED.

B) BEAMS AND GIRDERS:

1) THE ENDS OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE SHALL HAVE NOT LESS THAN 4 INCHES OF BEARING.

HEATING:

1. HEATING AND VENTILATING:

A) MATERIALS:

1) PROVIDE 48 SQ. IN. DUCT THROUGH ROOF OR WALL TO OUTSIDE AIR FOR VENT OVER KITCHEN RANGE.

2) ALL BATHROOM AND LAUNDRIES WITHOUT WINDOWS SHALL BE PROVIDED WITH AN CAPABLE OF FIVE AIR CHANGES EVERY HOUR.

3) FORCED-AIR FURNACES SHALL BE PROVIDED WITH HIGH AND LOW COMBUSTION AIR FROM OUTSIDE AIR WHEN LOCATED IN COMPARTMENT WITHIN THE DWELLING UNIT.

4) DELETED.

5) FORCED-AIR FURNACES SHALL HAVE SUMMER SWITCH WITH 30% FRESH OUTSIDE AI INTAKE.

5)MASONRY AND FACTORY-BUILT FIREPLACES SHALL HAVE THE FOLLOWING:

A)TIGHT FITTING CLOSEABLE METAL OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX.

B)A COMBUSTION AIR INTAKE TO DRAW AIR FROM OUTSIDE THE BUILDING DIRECTLY INTO FIREBOX, WHICH IS AT LEAST SIX SQUARE INCHES IN AREA AND IS EQUIPPED WITH A READILY ACCESSIBLE, OPEN ABLE, AND TIGHT FITTING DAMPER. APPLIES TO EXTERIOR WALLS ONLY.

MASONRY:

1. CONCRETE MASONRY LIMITS: UNLESS OTHER WISE NOTED ON THE ARCHITECTURAL ORSTRUCTURAL DRAWINGS, CONCRETE MASONRY SHALL BE C 90 "FOLLOW CONCRETE MASONRYUNITS". LATEST REVISION.

2. MINIMUM COMPRESSIVE STRENGTH 2000 PSI AT 28 DAYS. COLOR TO BE AS NOTED ON THEARCHITECTURAL DRAWINGS AND APPROVED BY THE ARCHITECT AND OWNER FROM SAMPLESSUBMITTED BY CONTRACTOR PRIOR TO INSTALLATION.

3. PORTLAND CEMENT: LOW ALKALI AND CONFORMING TO ASTM C 15, TYPE II.

4. MOTOR SAND: ASTM C 144, NOT LESS THAN 4% PASSING NO. 100 SIEVE, UNIFORMLYGRADED.

5. GROUT SAND: ASTM C 404, NATURAL, SIZE NO 1.

6. PEA GRAVEL: ASTM C 404, GRAVEL, EXCEPT MAXIMUM 5% PASSING.

2) ALL BEAM OR GIRDERS SUPPORTED ON WOOD SHALL HAVE FULL BEARING AND BEARING SHALL BE COMPRISED OF ONE (1) SOLID SUPPORT OR A BUILT-UP SUPPORT CONSTRUCTED IN AN APPROVED MANNER UNLESS OTHERWISE SPECIFIED ON PLANS.

14. BALLOON FRAME TABLE:

A) (1) 2 X 4 AT 16" O/C 14'-0" MAX. LATERALLY UNSUPPORTED HEIGHTB) (2) 2 X 4 AT 16" O/C 16'-0 MAX. LATERALLY UNSUPPORTED HEIGHTC) (3) 2 X 4 AT 16" O/C 18'-0 MAX LATERALLY UNSUPPORTED HEIGHTD) (4) 2 X 4 AT 16" O/C 20'-0 MAX LATERALLY UNSUPPORTED HEIGHTE) (1) 2 X 6 AT 16" O/C 20'-0 MAX LATERALLY UNSUPPORTED HEIGHT

* W.C.D.F. NO. 2 OR BETTER AND NAIL WITH 16D AT 24" O/C

C) TIGHT FITTING FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. D) CONTINUOUS BURNING PILOT IS PROHIBITED.

6) CONTRACTOR SHALL POST INSULATION COMPLIANCE CARD IN A CONSPICUOUS LOCATION ON THE JOB SITE.

Contractor or Builder shall be responsiblefor checking and verifying any adversesoil conditions and verifying all dimensionsand sizes shown on these drawings prior toconstruction. 4 0F 9

GENERALNOTES

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ENERGY EFFICIENCY"Each new appliance provided and installed meetsENERGY STAR if an ENERGY STAR designation isapplicable for the appliance" (9.210.1)

WATER EFFICIENCY AND CONSERVATION"The flow rates for all newly installed plumbing fixtures shallcomply whit the maximum flow rates in table 9.303.2"(9.303.1)

Installed automatic irrigation system controllers are

5.

8.

11.wheather - or soil-based controllers. (9.304.1)

MATERIAL CONSERVATION

Material delivered to the construction site shall be15.AND RESOURCE EFFICIENCY

protected from rain or other sources of moisture (9.407.4)

Construction waste shall be reduced by 50%. Document on16.plans how construction waste will be handled:a. City of Los Angeles certified hauler

JROF Disposal Services Inc

7154 Mooney Dr, Rosemead, CA 91770http://www.jrofdisposalservices.com(626) 329-2396

"An Operation and Maintenance Manual including, at a17.minimum, the items listed in Section 9.410.1, shall becompleted and placed in the building at the time of finalinspection." (6.410.1)

ENVIRONMENTAL QUALITY"All duct and other related air distribution componentopenings shall be covered whit tape, plastic, or sheetmetal until the final startup of the heating and cooling

20.

equipment." (9.504.1)

Architectural paints and coatings, adhesives, caulk and21.sealants shall comply whit the Volatile Organic Compound(VOC) limits listed in Tables 9.504.1-6.504.3(9.504.2.1-6.504.2.)3

TRUSS

PLYWOOD SHEATH.

UNDERLAYMENT

VALLEY FLASHINGROOF SHINGLE CLASS "A"

a. "The VOC Content Verification Cheklist, Forn GRN 2,23. shall be completed and verified prior to final inspection approval. The manufacturer's specifications showing VOC content for all applicable products shall be readily available at the job site and be provided to fiels inspector for verification" (9.504.2.4)

b. All the new carpet installed in the building interior shall meet the testing and product requirements of one of the following:

i. Carpet and Rug Institute's Greem Label Plus Programii. California Department of Public Health Standard Practice for the testing of VOCs (Specifications 01350)iii. NSF/ANSI 140 at the Gold level iv. Scientific Certification System Indoor Advance Gold (9.504.3)

c. All the new carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. (9.504.3.1)

d. "50% of the total area receiving resilient flooring shall comply whit the VOC limits or be certified under the Resilent Floor Covering Institute (RFCI) FloorScore program." Identify the area receiving resilent flooring on the plans and compute the amount meeting the VOC limits. (9.504.4)

e. "New hardwood plywood, particle board, and medium density fiberboard compositive wood products used in the interior or exterior of the building shall meet the formaldehyde limits listed in the Table 9.504.5"

f. "The Formaldehyde Emissions verification Checklist Form GRN 3, shall be completed prior to final inspection approval. The Manufacturer's specifications showing formaldehyde content for all applicable wood products shall be readily available at the job site and be provided to the field indpector for verification." (9.504.5.1)

g. "Building materials whit visible sogn of water demage shall not be installed. Wall and floor framing shall not be enclosed until it is inspector and found to be satisfactory by the building inspector." (9.505.3)

h. "Newly installed bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate to the outside of the building." (9.506.1)

k. "The size and layout of the heating and air-conditioning systems shall be designed in accordance whit ACCA Manual J, ACCA 29-D and ACCA 36-S. ASHRAE handbooks." (9.507.2)

Note: In this project don't use resilient flooring

HATCH LID PUSHES UP ANDOVER FOR ACCESS

1/2" DRYWALL/MDF/AC PLYWOOD WITH RIGIDFOAM/BATT INSULATION LAYERED & GLUED (MATCHR-VALUE OF CEILING INSULATION)

FOAM AIR SEALGASKET

ROOF TRUSSBOTTOMCHORD

CEILINGDRYWALL

BATT INSULATION OSB OR SIMILARINSULATION DAM TOHOLD INSULATIONAWAY FROM OPENING

LOOSE-FILLINSULATION

TRIM

ATTICC ACCESS DETAIL SILL FLASHING AT SLIDING GLASS DOOR

SLIDING SCREEN DOORSLIDING GLASS DOOR (TYP.)

SLIDING GLASS DOOR FRAME

CAULK/SEALANT OR SOLDERBETWEEN PAN FLASHING ANDDECK FLASHING

CAULK/SEALANT BETWEENFRAME AND FLASHING

SEAL ALL PENETRATIONSTHROUGH PAN

SILL OR PAN FLASHINGCOUNTER-FLASHES DECKFLASHING AND/OR WEATHERRESISTIVE-BARRIERPROTECTIONG WALL BELOW

DECK FLASHING

WEATHER-RESISTIVEBARRIER

SHUR-DECK WATERPROOF

DECK SYSTEM (SEE DETAILSHEET 6-A)

CROSS-SECTION OF WINDOW SHOWINGINTEGRATION OF STRUCTURE'S WEATHERRESISTIVE SYSTEM IN A WALL WITH PORTLANDCEMENT STUCCO EXTERIOR WALL COVERING

STUCCO

FLASHING UNDER SILL

METAL LATHE

TWO LAYERS OF WEATHERRESISTIVE-BARRIER

WOOD STRUCTURAL PANEL



FLASHING OVER DRIP CAP

STUCCO

METAL LATHE

SEALANT

ROOF VALLEY DETAIL

OPENINGS AT EXTERIOR WALLS



CLOSED OPENING ANNULARSPACES AROUND PIPES,ELECTRIC CABLES, CONDUITOR OTHER OPENINGS INEXTERIOR WALLS WHITMORTER AND STUCCO

STUCCO

METAL LATHE

GREEN BUILDING NOTES & DETAILS

STUD 2x4

STUD 2x4

6 0F 9

GREENBUILDINGGENERAL

NOTES

SHEET TITLE

REVISIONS

Sheet

GB-1

SHL

EN

GIN

EE

RIN

GC

ivil

Eng

inee

ring

Com

pany

3841

4 D

ivis

ion

St.

PAL

MD

AL

E, C

A. 9

3550

PH. 6

61-9

17-5

989



Disclaimer

LUA

DR

AF

TIN

G S

ER

VIC

ES




CO

NST

RU

CTI

ON

DR

AF

TIN

G S

ER

VIC

ES

FR

AN

CIS

CO

LU

A

DE

SIG

NE

R

PALM

DA

LE, C

A. 9

3550

(66

1) 9

17-5

989

05/11/21

Gar

age

Con

vers

ion

to A

DU

Mr.

Ric

hard

Agu

ilar

9070

Cra

nfor

d A

ve.

Arle

ta, C

A. 9

1331

A

PN: 2

629-

030-

001

NOTE:

* FASTENERS FOR PRESERVATIVE-TREATED OR FIRE-RATARDANT-TREATED WOOD SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A 153

* FASTENERS FOR WOOD STRUCTURAL PANEL SHEATHING ON SHEARWALLS AND DIAPHRAGMS SHALL BE COMMON NAILS WITH FULL HEADS UNLESS OTHERWISE APPROVED.

MODEL No.

DIMENSIONS (in.)

FOOTING WIDTH

MIN.EMBEDMENTDIA. LENGTH

SSTB16 12 5/8" 17-5/8" 12-5/8"

SSTB20 12 5/8" 25-5/8" 16-5/8"

SSTB24 12 5/8" 25-5/8" 20-5/8"

SSTB28 12 7/8" 29-5/8" 24-7/8"

SSTB34 12 7/8" 34-5/8" 28-7/8"

SSTB36 12 7/8" 36-5/8" 28-7/8"

A.B. 12 5/8" 12" 9"

HOLD-DOWN EMBEDMENT

MODEL No. MONO POUR TWO POUR

SSTB16 SSTB20

HTT16, HDU5

SSTB20 SSTB24 HDU8.

SSTB28 SSTB34

ANCHOR BOLT SELECTION GUIDE

2x, 3x, 2-2x SILL PLATES

HDU2, HDU4

SSTB20 SSTB24

HDU8.HDU11.

SSTB34 SSTB36 HDU14.

At existing conc. footing use all thread anchor bolt w/simp. ET22 epoxy w/9" min. embd. & 3Ø

not be req'd where wall sheathing extend over blk'g w/boundary nailing @ wall sill pl. or dbl. pl. to Simp A35 or LTP4 per shear wall sched at blk'g/sill pl. similar at dbl. top pl./blk'g the above shall

Owner and/or his representative shall review & do as per struc. observation notes on this sheet

requires struc. observation as per local building & safety code requirement

Floor joist

EN.TYP.

OR JOIST

DETAIL

RAFTER

PLYWOOD DIAPHRAGM DETAIL

WRAP STRAP AROUND FLOOR BM WHERE SHEAR WALLDOES NOT EXTEND BELOW FLOOR LINE

BLKG. EN.TYP.

TO JOIST16d @12" O.C. 2x4 BLKG. W/

A DETAIL B

lower pl. or upper pl.

min edge distance)

Wall

New or existing reinf. cont. footing at lower floor

See shear wall schedule notes & nailing schedule

At existing cont. footing use all-thread A.B. w/9" embd. w/simp. epoxy ET22 RR#25279 (3 Ø A307 steel anchor bolts X 9" embd. min. spaced as per s.w.s. (edge dist.=3 Ø min.)

Use square washers as per "4.D" of shear wall notes for wall

Struc. observation is required when local building & safety code requires it

SIMPS. MST37 HOLDOWN STRAP (U.N.O.)

NOTES:

1. RUN LONG DIMENSION OF PLYWOOD ACROSS (PERPENDICULAR

3. BOUNDARY NAILING APPLIES TO PERIMETER PLATE, LINESCHORDS TIES AND AS CALLED FOR ON DRAWINGS.

5. NAILS SHALL HAVE MIN. 1/2" EDGE DISTANCE

6. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A 4'-0"

ARE OFFSET DUE TO RAFTER OR JOIST LAP SPLICE.8. SEE DETAIL "B" FOR FRAMING WHERE PLYWOOD JOINTS

7. USE TONGUE AND GROOVE PLYWOOD AT FLOORS UNLESS

2. STAGGER END JOISTS 2'-0" MIN.

TO JOISTS AND RAFTERS)

MODULE TO COINCIDE W/ PLYWOOD.

4. SEE PLANS FOR NAILING

NOTED OTHERWISE.

WIDTH12" MIN.

BLKG. OF EDGE JOINTSWHERE BLKD. DIAPHRAGMIS CALLED OUT.SEE DETAIL "A"

USE 3x4 FLAT OR 2x4 VERT. edge distance RR#25279

Use 16d nails @ 4" o.c. @ wall

hole on this sheet

See note 4 of shear wall sched

No substitution of plywood unless a written approval by engineer of record is obtained

Use 3/8" Ø x 6" lag screw per shear wall sched. at walls

For mechanical penetration thru-wall pl. see max. allow bored

At raised wood floor use 3x sill pl. for floor sill & mud sill at wall

Provide 3x sill pl. (p.t.) for sills that rest on concrete or masonry for walls

inverted HD at top of cripple wall & a third holdown at sill pl. of cripple to footingWhere cripple wall below is higher than 36", use HD at base of shear wall connected to an

simp. Holdown where occurs w/4x post min.

A.B. edge distance shall be 3 Ø min.

square washer per"4.D" of shear wall notes

Holdown anchor bolt per ICC-ESR for embd.

Plywood face grain may be horz. or vert.

3x blk'g/rim joist @ wall

2x blk'g/rim joist @ wall

WOOD SHEAR WALL CONSTRUCTION DETAIL

NAILINGBN. BOUNDARY

FN. FIELD NAILING

EN. EDGE NAILING

STEM W/ SLAB ON GRADE

S-2A

2119 20

Dbl top plate

3x studs @3x studs @Dbl stud @

16

& sill w/boundary nails & 1/2" minimum edge distance

18

STEM W/ RAISED WOOD FLOOR

3x blk'g @

Boundary nailing at panel edges, common nails only

2x4 studs @ 16" o.c. (10' max.) otherwise 2x6 @ 16" o.c. (u.n.o.)

Field nailing @ 12" o.c., common nails onlyField nailing @ 12" o.c., common nails only

see "4.B" of shear wall notes

3

2 2

11

11

65

16

4

6

7

8

917

10 13

14

15

12

2

6

22

16

13

6

15

6. Use 4x blocking @ lag screw or LTP4.

2" MAX.

1'-0" MIN.

3" Ø MAX. BORED HOLE

1'-0" MIN.

2x6 DBL. TOP PLATE2x6 OR 3x6 SILL PLATE SIM.

2x8 DBL. TOP PLATE2x8 OR 3x8 SILL PLATE SIM.

1'-0" MIN.

1'-0" MIN.

5 1/2" MAX

3" MAX.

5 1/2" MAX

NOTCHES MIN. 6'-0" o.c.

1 1/4"x16GA. STRAP W/8-10 d COMMON NAILS EA. END @ EA. PLATE


(STRAP NOT REQ'D FOR SILL PLATE)


2 1

/2" M

IN.

HOLD-DOWN CONNECTORS:

1 1/4" Ø MAX. BORED HOLE

will also provide for

2" Ø MAX. BORED HOLE

Omit plywood edge nailing until strap is in place.

2. HD anchor nut to be tightened just before covering the wall framing. Inspector must verify.

5. Leave a gap at the bottom of the hold down to allow for tensioning of the HD assembly.

1. Plate washers are to be used. (HD post-plate washer). See "4.D" above for sizes.

3. Deputy inspection required per table 26-E and 91.0306(a) for hold down anchor bolts.

10" MIN. 10" MIN.

2x4 OR 3x4 SILL PLATE SIM.2x4 DBL. TOP PLATE


31/2" MAX

1 1/2" MAX.

4. See HD straps note 22 and detail

the plywood edge nailing.



ALLOWABLE PENETRATION INTO SHEAR WALLS

Nail strap over plywood & use full length common nails as these nails


using allthread anchors with simpson ET22 epoxy (3 dia. edge distance). RR # 25279

1. Stucco and/or stucco with veneer over a plywood shear wall will be waterproof with a

B. Provide 3x Studs between adjacent panels. If it is necessary (existing stud wall only) to use (2) 2x

3. All bolt holes to be drilled 1/32" min. to 1/16" max. oversized. Inspector must verify.

Use 3 DIA. edge distance. When existing footing is used, verify exisitng anchor bolt size and spacing or add anchor 7.

PLF:

bolt per shear wall schedule

minimum (2) 15# felt underlayments.

2. Only common nails will be used for all plywood shear walls and nail guns using

4. The following applies to all shear walls with a listed design load greater than 300

A. Provide 3x Sill Plates for sills that rest on concrete or masonry.

ADDITIONAL SHEAR WALL NOTES

"clipped Head" or "Sinker" nails are not acceptable.

5/8"Ø bolt -- 3.0" x 3.0" x 0.299"

7/8"Ø bolt -- 3.0" x 3.0" x 0.299"

1/2"Ø bolt -- 3.0" x 3.0" x 0.229"

3/4"Ø bolt -- 3.0"x 3.0" x 0.299"

members between panels, specify 16d nails with staggered nailing & spacing no

E. Structural observation is required per LABC & MGD 110.

D. Plate Washers are to be used with all anchor :

C. Provide 1/2" Edge Distance for the plywood boundary nailing.

greater than the required plywood edge nailing.

Where plywood is applied on both sides of a wall and nail spacing is less than 6" o/c either side. Panel joints shall beoffset to fall on different framing members, of framing shall be 3" nominal (3X studs edges & 3X sill plate) and nails

Framing shall be 3" nominal and nails shall be staggered. Also, structural observation is required. See additional notes.

diameter (but should be as close to 75% as possible). Unseasoned lumber is assumed to be used.

sides of wall. Anchor bolt spacing shown on foundation plan is minimum, unless noted otherwise.Spacing of A35, 16d nails, and anchor bolts is bo be reduced by 1/2, if plywood sheathing occurs on both

This nailing schedule is for common nails. This is in addition to the minimum nailing required by UBC table

Nail spacing w/ less than 4" o/c shall have a pre-drilled hole, when used, which can not exceed 75% of the nail

23-11-B-1 and The City Building and Safety Department memo, November, 1994. Use common nails only.

5.

4.

on each side shall be staggered.

NAILING SCHEDULE

1/2" (12.7 mm) or less

27. Panel siding (to framing):

25/32" (20 mm)

28. Fiberboard sheathing: 5/8" (16mm)

1/2" (12.7 mm)

3/8" (9.5 mm) 1/4" (6.4 mm)29. Interior paneling

22

77

6d8d6

6

6d

84

8d

9

9

48

No. 11 ga

No. 16 ga

No. 16 gaNo. 11 ga

4d6d

10

11

3-8d11. Blocking between joists or rafters to top plate, toenail

17. Ceiling joists, laps over partitions, face nail

13. Top plates, laps and intersections, face nail

15. Ceiling joist to plate, toenail16. Continuous header to stud, toenail

14. Continuous header, two pieces

12. Rim joist to top plate, toenail

26. Wood structural panels and particleboard:

Combination subfloor-underlayment (to framing):

Subfloor and wall sheathing (to framing)

20. 1" (25 mm) brace to each stud and plate, face nail

22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail21. 1" x 8' (25 mm x 203 mm) sheathing or less to each bearing, face nail

24. Built-up girder and beams

19/32" - 3/4" (15 mm-19 mm)

1 1/8' - 1 1/4" (29 mm-32 mm)

1 1/8" - 1 1/4" (29 mm-32 mm)

7/8" - 1" (22 mm-25 mm)

7/8" - 1" (22 mm-25 mm)

1/2" (12.7 mm) and less

25. 2" (51 mm) planks

23. Built-up corner studs

3/4" (19 mm) and less

19. Rafter to plate, toenail18. Ceiling joists to parallel rafters, face nail

3-8d4-8d

3-16d

16d at 16" (406 mm) o.c. along each edge2-16d

8d at 6" (152 mm) o.c.

2-8d

16d at 24" (610 mm) o.c.

6d3

2-8d3-8d

2-16d at each bearing

8d3

56d

5

5

8d5

8d or 6d

10d or 8d

10d or 8d

5

3-8d

22

20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice

3-16d

6. Sole plate to joist or blocking, typical face nail

3. 1" x 6" (25 mm x 125 mm) subfloor to each joist, face nail

Sole plate to joist or blocking, at braced wall panels

5. 2" (51 mm) subfloor to joist or girder, blind and face nail 4. Wider than 1" x 6" (25 mm x 152 mm subfloor to each joist, face nail

2. Bridging to joist, toenail each end

10. Doubled top plates, typical face nail

7. Top plate to stud, end nail

1. Joist to sill or girder, toenail

Double top plates, lap splice

7. Top plate to stud, end nail 8. Stud to sole plate 9. Double studs, face nail 9. Double studs, face nail

CONNECTION

16d at 16" (406 mm) o.c.

4-8d, toenail or 2-16d, end nail16d at 24" (610 mm) o.c.16d at 16" (406 mm) o.c.

3-8dNAILING

2-8d2-8d

2-16d3-8d

1

8-16d

2-16d3-16d per 16" (406 mm)

Common or deformed shank.

conforming to the requirements of Section 2304.3.

conforming to the requirements of Section 2304.3.

panel, unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches

Panel supports at 24 inches (610 mm). casing or finish nails spaced 6 inches (152 mm) on panel edges

Panel supports at 16 inches (406 mm) [20 inches (508 mm) if strength axis in the long direction of the

If local building and safety code differs from the above scheduke and notes, then contractor shall comply

Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center

Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3.

Corrosion-resistant roofing nails with 7/16 inch (11 mm) head and 1 1/2 inch (38 mm) length for

1/2 inch (12 7 mm) sheathing and 1 3/4 inch (44 mm) length for 25/32 inch (20 mm) sheathing

Corrosion -resistant staples with nominal 7/16 inch (11 mm) crown and 1 1/8 inch (29 mm) length for

1/2 inch (12.7 mm) sheathing and 1 1/2 inch (38 mm) length for 25/32 inch (20 mm) sheathing

(305 mm) at intermediate supports.

w/ local building and safety codes.

12 inches (305 mm) at intermediate supports.

at intermediate supports.

7

9

8

11

12

10

Common.Deformed shank.5

6

4

Common or box nails may be used except where otherwise stated.

Nails for wall sheathing may be common, box or casing.

nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2315.4

except 6 inches (152 mm) at all supports where spans are 48 inches ( 1219 mm) or more. ForNails spaced at 6 inches (152 mm) on center at edges, 12" inches (305 mm) at intermediate supports

1

2

3

1

2

34

56

7

89

10

11

12

13

14

15

16

17

18

19

20

21

22

1 1

/2" M

IN.

3 1

/2" M

IN.


(870 LB/FT.)

7/16" WOOD STRUCTURAL PANEL WITH 8d @ 6"&12" O.C. STRUCT. I 5/8" DIA. X 10" A.B. @ 42" O.C. 16d @ 5" O.C. 15" O.C. (255 LB/FT.)



DESCRIPTION TABLE 2306.3(4)TYPEFOUNDATION BOLTS

SILL PLATE NAILING @ SECOND FLOOR

SHEAR WALL SCHEDULE A-35'S OR

NAILINGSCHEDULE

A. 3X SILL PLATES * WHERE THE ALLOWABLE SHEAR VALUES EXCEED 300#1:

B. 3X STUDS AND BLOCKS BETWEEN ADJACENT PANELS. C. 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING A. ALL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED.

1

2

3

4

5

*

*

LPT1

15/32" WOOD STRUCTURAL PANEL WITH 10d @ 3"&12" O.C. STRUCT. I 5/8" DIA. X 10" A.B. @ 30" O.C. 16d @ 2" O.C. 8" O.C. (665 LB/FT.)*

15/32" WOOD STRUCTURAL PANEL WITH 10d @ 2"&12" O.C. STRUCT. I 5/8" DIA. X 10" A.B. @ 30" O.C. 16d @ 2" O.C. 6" O.C.

7 0F 9

STRUCTURALNOTES

SHEET TITLE

REVISIONS

Sheet

S-1

SHL

EN

GIN

EE

RIN

GC

ivil

Eng

inee

ring

Com

pany

3841

4 D

ivis

ion

St.

PAL

MD

AL

E, C

A. 9

3550

PH. 6

61-9

17-5

989



Disclaimer

LUA

DR

AF

TIN

G S

ER

VIC

ES




CO

NST

RU

CTI

ON

DR

AF

TIN

G S

ER

VIC

ES

FR

AN

CIS

CO

LU

A

DE

SIG

NE

R

PALM

DA

LE, C

A. 9

3550

(66

1) 9

17-5

989

05/11/21

Gar

age

Con

vers

ion

to A

DU

Mr.

Ric

hard

Agu

ilar

9070

Cra

nfor

d A

ve.

Arle

ta, C

A. 9

1331

A

PN: 2

629-

030-

001

AutoCAD SHX Text

8 PLYWOOD SPECIFIED AS A SHEAR PANEL SHALL BE A.P.A. STAMPED WITH

AutoCAD SHX Text

PLATES.

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EXTERIOR GLUE.

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TO THE NEAREST OPENING OR THE END OF THE WALL.

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3 THE SHEAR WALL ASSEMBLY SHALL RUN HORIZONTALLY AND CONTINUOUSLY

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SHEATHING MAY BE USED IN LIEU OF 15/32" OR 3/8" PLYWOOD SHEATHING

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2 5/8" APPROVED APA STRUCTURAL RATED ORIENTED STAND BOARDS (OSB)

AutoCAD SHX Text

b. USE MIN. 1/2" EDGE NAILING DISTANCE AT PANEL ENDS AND EDGES.

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a. COMMON NAILS SHALL BE USED FOR PLYWOOD SHEATHING.

AutoCAD SHX Text

CONTINUOUSLY FROM THE BOTTOM OR SOLE PLATE TO THE DOUBLE TOP

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SHEAR WALL SUCH MEMBERS SHALL BE EDGE NAILED AND SHALL RUN

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7 WHERE POSTS OR MULTIPLE STUDS ARE INDICATED AT THE END OF A

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FROM THE BOTTOM OR SOLE PLATE TO THE TOP DOUBLE PLATES (U.N.O.)

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NAILED TO ONE SINGLE STUD OF 1-1/2" MIN. WIDTH, THAT RUNS CONTINUOUSLY

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6 EDGE NAILING AT THE END OF A SHEAR WALL (AND SHEAR PANEL) SHALL BE

AutoCAD SHX Text

SHEAR PANEL, PROVIDE SOLID BLOCKING AT UNSUPPORTED EDGES.

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5 WHERE A PLYWOOD SHEAR WALL HEIGHT EXCEEDS THE HEIGHT OF A PLYWOOD

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FROM THE BOTTOM PLATE UP TO THE TOP OF THE NEAREST DOUBLE TOP

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4 THE SHEAR WALL ASSEMBLY SHALL RUN VERTICALLY AND CONTINUOUSLY

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PLATES (OR BEAM).

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1 NAILING

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NOTES:

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THICKER FRAMING (SEE SCHEDULE ABOVE).

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BOLTS MINIMUM PER WALL.

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5/8" DIA. A.B. = P.L. WASHER 3"X3"X0.229"

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14 PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS.

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13 ALL STUDS IN SHEAR WALLS SHALL BE FRAMED AT 16" O.C. MAXIMUM.

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12 INTERIOR SHEAR WALLS SHALL RUN CONTINUOUSLY UP TO FLOOR OR ROOF

AutoCAD SHX Text

11 ALL NAILS SHALL BE STAGGERED, WHERE THE NAILS ARE SPACED 2" OR 3"

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10 ALL UNSUPPORTED PANEL EDGES SHALL BE BLOCKED WITH 2" NORMAL OR

AutoCAD SHX Text

b. SPACE BOLTS AT 4'-0" O.C. MAXIMUM (U.N.O.) PROVIDE ONE BOLT

AutoCAD SHX Text

a. BOLTS TO BE EMBEDDED INTO SINGLE POUR FOUNDATIONS SHALL BE

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9 ANCHOR BOLTS, THE SOLE PLATE OF ALL SHEAR WALLS SHALL BE SECURED

AutoCAD SHX Text

WITHIN 12" OF EACH END AND CORNERS OF WALLS. PROVIDE TWO

AutoCAD SHX Text

FOUNDATIONS SHALL BE 5/8" DIA. AND OF SUFFICIENT LENGTH FOR

AutoCAD SHX Text

5/8" DIA. X 12' LONG. BOLTS TO BE EMBEDDED INTO TWO POUR

AutoCAD SHX Text

BOLTS TO BE EMBEDDED A MIN. OF 7" INTO FIRST POUR.

AutoCAD SHX Text


AutoCAD SHX Text

OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE

AutoCAD SHX Text

IS LESS THAN 6" ON CENTER OR EITHER SIDE, PANEL JOISTS SHALL BE OFFSET

AutoCAD SHX Text

15 WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING

AutoCAD SHX Text


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FRAMING (U.N.O.)

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SHALL BE STAGGERED.

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AS FOLLOWS (U.N.O.)

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ON CENTER.

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2

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3

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2

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3

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4

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3

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4

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3

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2

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3

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4

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2

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1

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4

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3

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1

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4

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1

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3

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4

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S-2

AutoCAD SHX Text

A

CEILING LEVEL

FLOOR LEVEL

8'

CEILING LEVEL

FLOOR LEVEL

8'

(E) 4" CONCRETE SLAB W/REDGARD WATERPROOFINGMEMBRANE (ICC-ESR-1413)

NOTE:1: HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND HOL-DOWNS SHALL BE FINGER TIGHT AND 1/2 WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE WASHERS IN ACCORDANCE WITH TABLE 2305.5 OF THE LA BUILDING CODE.

ATTIC VENT CALCULATIONS:


HD

U2 W

/

4X4 PO

ST

1HD

U2 W

/

4X4 PO

ST

HD

U2 W

/

4X4 PO

ST

1HD

U2 W

/

4X4 PO

ST

HDU2 W/

4X4 POST

1HDU2 W/

4X4 POST

HDU2 W/

4X4 POST

1HDU2 W/

4X4 POST

HDU2 W/

4X4 POST

1HDU2 W/

4X4 POST

HDU2 W/

4X4 POST

1HDU2 W/

4X4 POST

HD

U2

W/

4X4

POST

1 HD

U2

W/

4X4

POST

HD

U2

W/

4X4

POST

W/

SET

EPO

XY

1 HD

U2

W/

4X4

POST

W/

SET

EPO

XY

HDU2 W

/

4X4 POST W

/

SET EPOXY

1HD

U2 W

/4X

4 POST

W/

SET

EPO

XY

HD

U2

W/

4X4

POST

W/

SET

EPO

XY

1 HD

U2

W/

4X4

POST

HDU2 W/4X4 POST W/SET EPOXY

1HDU2 W/

4X4 POST W/

SET EPOXY

11

1

1

1

1

11

1

1

1

7S-3

*A 4-INCH THICK BASE OF 1/2 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION.

* A VAPOR BARRIER SHALL BE PROVIDED IN DIRECT CONTACT WITH CONCRETE FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION.

A

1

B

1

2

2

3

3

A

B

A

1

B

1

2

2

3

3

A

B

NEW

2X6

DF#

2 @

16

" O.C

. R.R

.NEW

2X6

DF#

2@

16

" O.C

. R.R

.

NEW

2X1

0 D

F#2

@ 1

6" O

.C.

C.J

.

NEW 4X6 DF#2 HEADER

NEW 4X6 DF#2 HEADER

NEW 4X6 DF#2 HEADER

NEW 4X6 DF#2 HEADER

(E) 4

X D

F#2

H

EAD

ER

NEW

4X6

DF#

2

HEA

DER

R-15INSULATION(PER T-24)

CLASS "A" ROOFINGASPHALT ROOFING(EXISTING)

NEWR-38 INSULATION

(PER T-24)

NEWR-38 INSULATION

(PER T-24)

(E) 2X6 DF#2@16" O.C. R.R.(TYPICAL)



10 11

12 13

3S-3

9S-3 14

S-3

14S-3

14S-3

10S-3

4S-3

4S-3

7S-3

5S-3

MST37 @ TOP PLATE

MST37 @ TOP PLATE

SEE DETAIL

7S-3

SEE DETAIL14S-3

SEE DETAIL

9S-3

SEE DETAIL

14S-3

SEE DETAIL

5S-3


SINGLE COAT STUCCO SYSTEMR-4 RIGID FOAM INSULATION OWENS CORNINGFOAMULAR 150 (TYPICAL) UL ER8811-01 W/USE CAP NAILS OR STAPLES 12" O.C. FOR THEPERIMETER AND 16" O.C. FOR THE EDGE.FASTENERS MUST BE LONG ENOUGH TOPENETRATE 3/4" INTO SHEATHING/FRAMING

R-4 RIGID FOAM INSULATION OWENS CORNINGFOAMULAR 150 (TYPICAL) UL ER8811-01 W/USE CAP NAILS OR STAPLES 12" O.C. FOR THEPERIMETER AND 16" O.C. FOR THE EDGE.FASTENERS MUST BE LONG ENOUGH TOPENETRATE 3/4" INTO SHEATHING/FRAMING



R-15INSULATION

(PER T-24)


SINGLE COAT STUCCO SYSTEM

12" DRYWALL

12" DRYWALL

12" DRYWALL

12" DRYWALL

8 0F 9

FOUNDATIONROOF FRAMING

PLANSECTIONS

SHEET TITLE

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001

AutoCAD SHX Text

ATTIC AREA :698 SQ.FT./150=4.65 SQ.FT. VENTILATION PROVIDED: 14"X24" WALL VENTS @ (2) 2.33 SQ.FT.=4.66>4.65 SQ.FT. NOTE: OPENINGS INTO ATTICS,UNDER-FLOORS OR OTHER ENCLOSED AREAS SHALL NOT EXCEED 144 SQUARE INCHES EACH. SUCH OPENINGS SHALL BE COVERED WITH CORROSION- RESISTANT WIRE MESH WITH MESH OPENINGS OF 1/4 INCH.

AutoCAD SHX Text

L=4'

AutoCAD SHX Text

L=10'

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L=4'

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L=4'

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L=4'

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L=4'

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L=4'

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L=4'

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L=4'

AutoCAD SHX Text

L=8'

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L=5.5'

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L=4'

AutoCAD SHX Text

L=10'

AutoCAD SHX Text

L=4'

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L=4'

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L=4'

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L=4'

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L=4'

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L=4'

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L=4'

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L=8'

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L=5.5'

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FOUNDATION PLAN

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

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ROOF FRAMING PLAN

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

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SECTION A-A'

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SCALE: 1/4"=1'-0"

AutoCAD SHX Text

SECTION B-B'

AutoCAD SHX Text

SCALE: 1/4"=1'-0"

AutoCAD SHX Text


10

11

9

2-16d FOR EACH 2"OF HEADER DEPTH

(1) 2X KING STUD (USE(2) 2X KING STUDS @OPENINGS WIDER THAN8'-0") W/SIMPSONA-35 TOP & BOTTOM

2-2X TOP PLATES

1 X 6 LET-IN BRACING@25'-0" O/C, @ WALLSNOT PLYWOOD SHEATHED

SIMPSON A-34 @OPENINGSNOT WIDER THAN 8'-0"

HEADER PER SCHEDULEBELOW, UNLESS NOTEDON PLANS

FIRE BLKG.@ CEILING

LINE ANDNOT TOEXEED

2'-0"

16d @12" O/C

2X TRIMMER STUDS(USE 2-2X TRIMMER STUDS@ OPNENNINGS WIDER THAN8'-0")

2X WINDOW SILL WHEREOCCURS W/2-10d TOENAILS EACH END

POST 4 HOLDOWNSPER PLAN

SILL PLATE

2X STUDS @16" O/C

NOTE:FRAMING NOTED ON PLANS COMPLIES WITH TYPE V CONSTRUCTION SHEET

HEADER SCHEDULEMIN. SIZESPAN

UP TO 5'-5"5'-5" TO 6'-10"6'-10" TO 8'-5"

(2) 2X6 OR 4 X 6(2) 2X8 OR 4X8(2) 2X10 OR 4X10

NOTE:4X12 DF.No. 1 MAY BE USED OVER A 16'GARAGE DOOR IN ONE STORY GARAGES WITHOUT CEILINGS OR OPEN PATIOOR CARPORT STRUCTURES ( TYPE V SHEET)

3

8'-5" TO 10'-6"6'-10" TO 8'-5"

(3) 2 X 10(3) 2X12

EDGENAILING

AND/OR EXTERIORWALL BELOW BUTT PLYWOOD

SHEETS ALONG CL OF SUPPORTS

EDGE NAILINGFOR SIZE ANDSPACING- SEENOTES

2x4 FLATBLOCKING WITHSIMPSON "Z"CLIPS EACH END

EQ.

BUTT PLYWOODSHEETS ALONGCL OF BLOCKING

A

B

A

B

RAFTERS

BLOCKING

TYPICAL-SEENOTES FORSPACING

DETAIL

SECTION

E.N.

ROOF SHEATHING NOTES:

1. PLYWOOD SHEATHING: U.S. PRODUCT STD. PS 1-95 APA STRUCT. 1 OR CDX RATED SHEATHING EXPOSURE 1.

THICKNESS: 15/32" INCH MIN. SEE PLAN.

2. NAILS FOR PLYWOOD SHEATHING: 8 (FULL HEAD, COMMON WIRE).

EDGE NAILING: 4" O.C. U.N.O. ON PLAN FIELD NAILING: 12" O.C.

3. PROVIDE PLYWOOD SHEETS NOT LESS THAN 2'-0" IN LEAST DIMENSION NOR LESS THAN 8'-0" SQ. FEET IN AREA. USE FULL SHEETS WHEREVER POSSIBLE.

4. PLACE PLYWOOD SHEET WITH FACE PLIES PERPENDICULAR TO JOISTS.

5. COORDINATE JOIST LAYOUT WITH 4'-0" MODULE AS RELATED TO PLYWOOD SHEATHING PATTERN.

6. MACHINE APPLIED NAILING: THE CONTRACTOR SHALL VERIFY SATISFACTORY INSTALLATION ON THE JOB FOR THE USE OF MACHINE APPLIED NAILS. REMOVE ALL "SHINERS".

7. PREDRILL HOLES FOR NAILING WHEN WOOD TENDS TO SPLIT.

d

ON PLANWHERE NOTED

EDGE OF ROOF FIELD NAILING

21 6

12

CONN.TYPE

NO NAILS EA. SIDE OFJOINT ORSTRAP ON JOINT

MIN. PLATESIZE

SPLICEVALUE

6-16d NAILS ORSIMPSON ST-12

4'-0" MIN. 4'-0" MIN.CL JOINT JOINTCL JOINT &

STRAPCL

9-16d NAILS ORSIMPSON ST-9

12-16d NAILS ORSIMPSON ST-621518-16d NAILS ORSIMPSON ST-6224

SIMPSON ST-6236

2-2 X 4 810

2-2 X 4 1215

2-2 X 4 1620

2-2 X 4 2430

2-2 X 4 3290

NOTE:NAIL AND STRAPSINCLUDE 33% INCREASEFOR SEISMIC.

NAIL SPLICE STEEL STYRAPSPLICE

EQUAL EQUAL

STRAP SEESCHEDULE

20d @16" (3X PLATES)16d @16" MIN. TYP. U.O.N.

FOR NUMBER OF NAILSSEE SCHEDULE

FOR SHEAR WALLS ONLY!!

1'

MAX.

3'-4" MIN.3'-4" MIN.

3 1/2"MAX.

1 1

/2"

MAX.

NOTCHES MIN. 6'-0" O/C1 1/4"Ø MAX.BORED HOLE

1 1

/2"

MIN

.

1 1/4" X 16GA. STRAP W/ 6-10dCOMMON NAILS EA. END @ EA. PLATE(STRAP NOT REQUIRED FOR SILL PLATE)

2"Ø MAX.BORED HOLENOTCHES MIN. 6'-0" O/C


4' MIN.5 1/2"MAX. 4' MIN.

2 1

/2"

MIN

.

8"

MAX.

4' MIN.5 1/2"MAX. 4' MIN.

NOTCHES MIN. 6'-0" O/C3"Ø MAX.BORED HOLE

3 1

/2"

MIN

.


7 8

4

2 XW/ 2-16dPER R.R.

B.N. 1/2" CDX.PYWD. SHT'G.W/8d @6, 6, 12P.I. = 32/16

2 X STUD @16" O/C

2-2 X PLATE

2x SOLID BLOCKING

SIMPSON A-35 PER

SHEAR WALLPER PLAN

2X6 @ 16" O.C.(PER PLAN)

SHEAR WALL SCHEDULE

R-38INSULATION

5

R-15 INSULATION

14

NEW 2X10 @ 16" O.C.CEILING JOIST

5-16d NAILS @ EA. R.R.

FOR FOOTINGS

SEE FOUNDATIONPLAN DETAILS

Post size by

MINIMUM WOOD MEMBERTHICKNESS 3"

HDUPER PLAN

6-SDS 1/4"x2-1/2"

1-3/4"MIN. EDGE

ICC-ESR-2330

Designer

SET-XP EPOXY7" MIN EMBEDMENTICC-ES ESR-2508SPECIAL INSPECTION REQUIRED

Simpson Strong-TieHDU2 with 5/8" ALL TREADHDU4 with 5/8" ALL TREAD

SIMPSON

LARR #25279

2X4 DF#2 @ 16" O.C. STUDS

FINISH GRADE

NATURAL GRADE

24

"

4"

MIN

.

8" M

IN.

2X4 P.T. SILL PLATE

WEEP SCREED 26-GAGE TYP.



12"

SIMPSON SET EPOXY W/ 5/8Ø ALL TREADW/0.229"X3"X3" PLATE WASHER7" MIN. EMBEDMENT INTO (E) FOOTINGSTART 6" FROM FTNG. ENDS, SPACING@ 48" O.C. (ICC-ES ESR-2508) (OK TO USE WOOD SIDING)

(PER T-24)

(PER T-24)

CONCRETE.

THE CONCRETE SLAB.1. SATURATE THE SOIL 18" DEEP BEFORE PLACING

NOTES: (TYPICAL FOR ALL FOUNDATION DETAILS)

SPACED @ 48" O.C.

BE MOIST JUST PRIOR TO PLACING

4. PROVIDE #4 DOWELS AT 24" O.C. BENT 2' INTO

3. REINFORCING STEEL SHOULD BE SUPPORTED 2" ABOVE THE SAND ON CONCRETE BICERS

SLAB AND 20" MIN. INTO FOOTING

2. SAND OVER THE VAPOR BARRIER SHOULD

Anchor Bolt Spaccing note:

Concrete Slab note:

Weep Screed Note: Hold-Down note:PROVIDE WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINEA MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREA(2506.5)

5/8" Ø ANCHOR BOLTS WITH 0.229" X 3" X 3" PLATE WASHERS EMBEDDED AT LEAST 7"INTO THE CONCRETE OR MASONRY FOUNDATION SPACED NOT MORE THAN 4 FEET APART.

4" THICK CONCRETE SLAB OVER TWO LAYERS OF 2" FILL SAND AN A MOISTURE BARRIERMEMBRANE (6 MILL THICK) SANDWICH BETWEEN THE TWO LAYERS OF FILL SAND ANDREINFORCED WITH #4 BARS @ 16" O.C. BOTH WAYS. REINFORCEMENT TO BE PLACEDAT CENTER OF SLAB.

HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATIONINSPECTION. (1630.8)

5/8" A.B. @ 48" O.C. & 12" FROM THE ENDSUNLESS NOTED OTHERWISE

4"

MIN

.

SHEARWALL PER PLAN


FINISH GRADE

NATURAL GRADE

24

"

12"

(2) #4 BAR @ TOP AND BOTTOM

8" M

IN.

4" CONCRETE SLAB W/ #4 REBAR @ 16" O.C.

2X4 P.T. SILL PLATE

NATURAL GRADE

WEEP SCREED 26-GAGE TYP.

#4 REBAR @ 16" O.C.36

24

9"

4"

MIN

.

4" NOM.

4"-1/2" GRAVEL

6 MILL THICK MOISTUREBARRIER MEMBRANE

STUCCO

FOUNDATION NOTES:*A 4-INCH THICK BASE OF 1/2 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION.

* A VAPOR BARRIER SHALL BE PROVIDED IN DIRECT CONTACT WITH CONCRETE FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION.

4" NOM.

12"

(E) CONCRETE SLAB

4" NOM.

6 MILL THICKMOISTURE BARRIERMEMBRANE

#4 DOWEL WITH SET EPOXY4" MIN. EMBEDMENT24" MIN. LENGTH INTO NEWFOOTING, STARTING6" FROM FTNG. ENDS, SPACED@ 16" O.C.ICC-ES ESR-2508LARR#2579* DEPUTY INSPECTION REQUIRED

8"

EXISTING ADDITION

6"

MIN

.

8"

MIN

.

4" CONCRETE SLABW/ #4 REBAR @ 16" O.C.

5/8" A.B. @ 48" O.C. & 12" FROM THE ENDSUNLESS NOTED OTHERWISE

4"

MIN

.


NATURAL GRADE

12"

(2) #4 BAR @ TOP AND BOTTOM

6 MILL THICK MOISTUREBARRIER MEMBRANE

4" CONCRETE SLABW/ #4 REBAR @ 16" O.C.

NATURAL GRADE

#4 REBAR @ 16" O.C.36

24

9"

2X OR 3X P.T. SILL PLATE

24

"

SHEAR WALL (WHERE APPLIES)

MIN EMBED. 5" MIN EDGE DIST. 1 3/4"w/ SET EPOXY , LARR #25279#5 REBAR DOWEL , TYP.

*DEPUTY INSPECTION REQUIRED

SINGLE COAT STUCCO SYSTEMR-4 RIGID FOAM INSULATION OWENS CORNINGFOAMULAR 150 (TYPICAL) UL ER8811-01 W/USE CAP NAILS OR STAPLES 12" O.C. FOR THEPERIMETER AND 16" O.C. FOR THE EDGE.FASTENERS MUST BE LONG ENOUGH TOPENETRATE 3/4" INTO SHEATHING/FRAMING

9 0F 9

DETAILS

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REVISIONS

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030-

001

AutoCAD SHX Text

TYPICAL WALL OPENING

AutoCAD SHX Text

TOP PLATE CONNECTION DETAIL

AutoCAD SHX Text

TOP & BOTTOM PLATE NOTHCING

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

A

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

2 X 4 DBL. TOP PLATE 2 X 4 OR 3 X 4 SILL PLATE SIM.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

TYPICAL SHEATHING LAYOUT

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SHEAR TRANSFER @ EVE

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SHEAR TRANSFER @ EVE

AutoCAD SHX Text

PLYWOOD WHERE

AutoCAD SHX Text

OCCURE

AutoCAD SHX Text

2X4 STUD @ 16" O.C.

AutoCAD SHX Text

A35 @ 16" O.C.

AutoCAD SHX Text

2X BLOCKING @ 8'-0" O.C.

AutoCAD SHX Text

2X CJ SEE PLAN

AutoCAD SHX Text

2X RR @ SEE PLAN

AutoCAD SHX Text

1/2" CDX PLYWOOD SHT'G

AutoCAD SHX Text

W/ 8D @ 6.12 0.C.

AutoCAD SHX Text

2X FASCIA W/

AutoCAD SHX Text

2,16 d E.A.@ 16" O.C.

AutoCAD SHX Text

2-2X4

AutoCAD SHX Text

2X BLK'G

AutoCAD SHX Text

2X4 BRACE @ 48"

AutoCAD SHX Text

3.16d EA. END

AutoCAD SHX Text

2X4 GABLE CRIPPLES

AutoCAD SHX Text

@ 16" O.C.

AutoCAD SHX Text

2-2X4

AutoCAD SHX Text

A35 SIMPSON @ 16" O/C

AutoCAD SHX Text

B.N

AutoCAD SHX Text

BN

AutoCAD SHX Text

BN

AutoCAD SHX Text

BN

AutoCAD SHX Text

TYPICAL HDU DETAIL

AutoCAD SHX Text

FOOTING DETAIL

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34 1/8"

AutoCAD SHX Text

(867 mm)

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

OPENABLE AREA

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5.7 SQ.FT.

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(053 m2)

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20"

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(508 mm)

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CLEAR

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OPENABLE AREA

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5.7 SQ.FT.

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(053 m2)

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MINIMUM SIZE WINDOW

AutoCAD SHX Text

FOR 24" (610 mm)

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CLEAR OPENING HEIGHT

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41" (610 mm)

AutoCAD SHX Text

CLEAR

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24"

AutoCAD SHX Text

(610 mm)

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CLEAR

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MINIMUM SIZE WINDOW

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FOR 20" (508 mm)

AutoCAD SHX Text

CLEAR OPENING WIDTH

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44" (1.1 m) MAX.

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FLOOR

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EMERGENCY ESCAPE

AutoCAD SHX Text

IN EVERY BEDROOM AND BASEMENT, PROVIDE ONE OPENABLE ESCAPE WINDOW OR DOOR MEETING

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ALL OF THE FOLLOWING: AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ.FT. (053m2) A MINIMUM

AutoCAD SHX Text

CLEAR 24 INCH (610 mm) HEIGHT AND 20 INCH (508 MM) WIDTH, AND A SILL HEIGHT NOT OVER

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44 INCHES (1.1 m) ABOVE THE FLOOR. (Sect> 310.4) BARS, GRILLES, GRATES OR SIMILAR DEVICES

AutoCAD SHX Text

SHALL HAVE APPROVED RELEASE MECHANISMS OPERABLE FROM THE INSIDE.

AutoCAD SHX Text

NOTE: EXTERIOR GLAZED OPENINGS

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OF HABITABLE ROOMS MUST BE 1/10

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OF THE ROOM FLOOR AREA

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(MINIMUM 10 SQ.FT. OR 0.93 m3)

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FOR LIGHT, HALF OF WICH MUST BE

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OPENABLE FOR VENTILATION.

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SEE CODE FOR EXCEPTIONS.

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(SECTIONS 1203.1, 2, 3)

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MINIMUM SIZE RESCUE OR EGRESS

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WINDOWS FROM SLEEPING ROOM

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TYP. SLEEPING ROOM EMERGENCY ESCAPE

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FOOTING DETAIL

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SLAB TO EXIST. FTG. DETAIL

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FOOTING DETAIL

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RIDGE BOARD DETAIL

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1/2" CDX PLYWOOD SHT'G

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W/ 8D @ 6-12 0.C.

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SIMPSON ST2115

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STRAP W/10 16d @ 32" O.C.

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2X RIDGE BOARD

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W/2,16d TN EA. SIDE JOIST

AutoCAD SHX Text

2X RAFTER @ SEE PLAN

Sheet: 1File: C:\Users\fcolu\Desktop\CRANFORD T-24.pdfMissing or invalid reference










1 0F 1

ENERGYCALCULATIONS

SHEET TITLE

REVISIONS

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T-24

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