NEW RESIDENCE - images4.loopnet.com€¦ · a2.0 proposed floor plans a2.1 second floor plan a2.3...

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A0.0

PROJECT DIRECTORYVICINITY MAP PROJECT DATAABBREVIATIONS DRAWING INDEXSYMBOLS

DEFFERED SUBMITTALS

ARCHITECTMAXWELL BEAUMONTBEAUMONT + ASSOCIATES4050 HARLAN STREETEMERYVILLE CA 94608OFF. (510) 652-4433FAX. (510) 652-5111Email: [email protected]

CIVIL ENGINEERHENDRIK VAN DE POL2225 LIVINGSTON LANESTOCKTON CA 95210OFF. (209) 474-9521FAX. (209) 474-9821Email: [email protected]

TITLE - 24 ENERGY CONSULTANTENERGYWEST4050 HARLAN STREETEMERYVILLE CA 94608(510) 652-4433Email: [email protected]

SURVEYORPAUL CANUMAYP.O. BOX 121BENICIA CA 94510OFF. (510) 209-7292FAX. (510) 652-5111Email: [email protected] CODES:

ALL OTHER APPLICABLE CITY CODES AND REGULATIONS

SCOPE OF WORK:

2016 EDITION2016 EDITION2016 EDITION 2016 EDITION 2016 EDITION2016 EDITION2016 EDITION

ARCHITECTURAL DRAWINGSA0.0 TITLE SHEET/ SITE PLANA1.0 SITE PLAN / LANDSCAPE PLAN C1.0 DRIVEWAY PROFILEC2.0 DRIVEWAY GRADING A1.0 EXISTING FLOOR PLAN AND ELEVATIONSA2.0 PROPOSED FLOOR PLANS A2.1 SECOND FLOOR PLANA2.3 BASEMENT FLOOR PLANA3.0 DOOR/ WINDOW/ ROOM SCHEDULES A4.0 EXTERIOR ELEVATIONSA4.1 EXTERIOR ELEVATIONS A5.0 BUILDING SECTIONSA5.1 BUILDING SECTIONSA6.0 ROOF PLAN A7.0 INTERIOR ELEVATIONSA8.0 ARCHITECTURAL DETAILS

ELECTRICAL DRAWINGE1 1ST FLOOR ELECTRICAL PLANE2 2ND FLOOR ELECTRICAL PLANE3 BASEMENT ELECTRICAL PLANA9.0 TITLE 24 ENERGY COMPLIANCE

GP1 GREENPOINT CHECKLISTBMP BEST MANAGEMENT PRACTICES

STRUCTURAL DRAWINGSS0 STRUCTURAL NOTESS1 FOUNDATION PLANS2 1ST FLOOR FRAMING PLANSS3 2ND FLOOR FRAMING PLANS4 CEILING FRAMING PLANS5 ROOF FRAMING PLANS3 STRUCTURAL DETAILSS4 STRUCTURAL DETAILS

NEW SINGLE FAMILY DWELLING (4,305SF)WITH IN-LAY UNIT (834 SF ) ATTACHED 3 CAR GARAGE (ATTACHED)

CALIFORNIA BUILDING CODE (CBC)CALIFORNIA RESIDENTIAL CODE (CRC)CALIFORNIA MECHANICAL CODE (CMC)CALIFORNIA PLUMBING CODE (CPC)CALIFORNIA ELECTRICAL CODE (CEC)CALIFORNIA ENERGY STANDARDSCALIFORNAI FIRE CODE & TITLE 24

INCLUDING ALL AMMENDMENTS ADOPTED IN ORDINANCE 1856-2010

1. ROOF TRUSS LAYOUT AND CALCULATIONS.2. GAS LINE SCHEMATIC DRAWINGS3. FIRE SPRINKLER SYSTEM PLAN SUBMITTAL

COLUMN GRID

1

220V OUTLET

SWITCH

LIGHT FIXTURE-CEILING

S

LIGHT FIXTURE - WALL

LIGHT FIXTURE - RECESS

P

PERPENDICULAR

GALLONGAUGEGALVANIZED IRONGLUE LAMINATED BEAMGRADEGYPSUM BOARDGYPSUM WALL BOARD

HANDRAILHANICAPPEDHOLDOWNHORIZONTALHIGH STRENGTH BOLTSHEIGHTHOT WATERHEADER

INCHESINSIDE DIAMETERINSULATION

JOINTJOIST

LONG(LENGTH)LABORATORYLINEAR

MAXIMUMMACHINE BOLTSMECHANICALMETALMEZZANINEMANUFACTURERMINIMUM

NEWNOT APPLICABLENOT IN CONTRACTNOMINALNOT TO SCALE

ON CENTEROPPOSITE HANDOPPOSITE

POCKET DOORPOWER DRIVEN FASTENERPERIMETERPRECAST CONCRETEPLATEPROPERTY LINEPLYWOODPLATE NAILPOUND PER SQUARE FT.POUND PER SQUARE INCHPRESSURE TREATED

REMOVERISERRADIUSREINFORCEMENTREQUIREDREFRIGERATORROUGH OPENINGROUGH SAWNREDWOODROUGHRAIN WATER LEADER

ANMINISTRATIONANCHOR BOLTACOUSTICALALUMINIUMALTERNATEAPPROXIMATEARCHITECTUREALUMINIUM SLIDER

BUILDINGBLOCKBLOCKINGBEAMBOUNDRY NAILBOTTOMBOARDBETTERBETWEEN

CATWALKCONSTRUCT. JOINTCLEARCENTER COLUMNCONCRETECONNECTIONCONTINUOUSCONTRACTORCORRIDORCORRUGATED

DIAMETERDOUBLEDOUGLAS FIRDIAGONALDIMENSION DOWNDOORDISHWASHERDOWN SPOUT

EXISTINGEACHEACH FACEEXPANSION JOINTELEVATIONELECTRIC(AL)EDGE NAILEQUAL EQUIPMENTEACH SIDEEACH WAY EXPANSIONEXPANSION JOINT

FLAT BARFOUNDATIONFIXED GLASSFINISHED DOORFLOOR JOISTFLANGEFLOORFLUORESCENTFIELD NAILFACE OF CONCRETEFACE OF FINISHFREE OF HEART CENTERFACE OF MASONRYFACE OF STUDFULL PENETRATIONFOOT/FEETFOOTINGFURNITURE

SHEETSINGLE HUNGSIMILARSINKSLIDERSLAB ON GRADESPECIFICATIONSSQUARESTIFFENERSTEELSTRUCTURALSTRUCTURALSTRUCTURALSYMETRICAL

THREADTOP AND BOTTOMTONGUE AND GROOVETOP OF CURBTELEPHONETOP OF CONCRETETOP O F PLATETOP OF SLABTOP OF STEELTOP OF FLOORTOP OF WALLTOP OF PAVEMENTTREADTRANSVERSE

UNLESS OTHERWISE NOTED

VERTICAL

WIDEWASHERWITHWATER CLOSETWOODWITHOUTWATERPROOFWEATHERPROOFWORKING POINTWIDE FLANGEWATERPROFFING

CROSS

DOOR SYMBOL

WORK POINT

CABLE TV OUTLET

CENTERLINEC

WINDOW SYMBOL

DETAIL NUMBERSHEET NUMBER

INTERIOR ELEVATIONS4

TELEPHONE OUTLET

SHEARWALL SYMBOL

2

3SHEET NUMBER

NORTH ORIENTATION

NORMAL FLOOR LEVELOR WORK POINT

SELECTION NUMBERSHEET NUMBER

ELEVATION NUMBER

LIGHT W / EXH. FAN

LIGHT - FLUOR. STRIP

L PLATE PROPERTY LINE

# POUND OR NUMBER

MB

AND

@ AT

ANGLE

&

ELECTRICAL SYMBOLS

DUPLEX OUTLETS

SHT.S.H.SIM.SK.SLDR.S.O.G.SPEC.SQ.STIFF.STL.STR.STRL.STRUC.SYM.

T.T&BT&GT.C.TEL.T.O.C.T.O.P.T.O.S.T.O.STLT.O.F.T.O.W.T.P.TRD.TRANSV.

U.O.N.

VERT.

W.WSH.W/W.C.WDW/OWP.W.P.W.PT.W.F.WPFG.

X

GAL.GA.GI.GLB.GRD.GYP.BD.G.W.B.

HNDR.H/CHD.HORIZ.H.S.B.HT.H.W.HDR.

IN.I.D.INSUL.

JT.JST.

L.LAB.LIN.

MAX.M.B.MECH.MTL.MEZZ.MFR.MIN.

N.N/AN.I.C.NOM.N.T.S.

O.C.O.H.OPP.

P.D.P.D.F.PERM.P.C.PLP.L.PLYD.PN.P.S.F.P.S.IPRES.TRT.

(R)R.RAD.REINF.REQ'DREFR.R.O.R.S.RDWD.RO.R.W.L

ADM.A.B.ACOUS.ALUM.ALT.APPROX.ARCH.ALS.

BLDG.BLK.BLKG.BM.B.N.BOT.BRD.BTR.BTWN.

CAT.C.J.CLR.CNTR.COL.CONC.CONN.CONTR.CORR.CORR.

DIA.DBL.DF.DIAG.DIM.DN.DR.DW.D.S.

E.EA.E.F.E.J.EL.ELEC.E.N.EQ.EQPT.E.S.E.W.EX.EXP.JT.

F.B.FDN.F.G.FIN.FL.F.J.FLNG.FL.FLUOR.F.N.F.O.C.F.O.F.F.O.H.C.F.O.M.F.O.S.F.P.FT.FTG.FURN.

SMOKE DETECTOR

7.1 %6,216 / 87120 X100 =

6,216 SF

TOTAL (LIV.).

TOTAL

LOT SIZE98

834 SF5,139 SF 807 SF 270 SF

GARAGE #1 (ATTACHED)GARAGE #2 (ATTACHED)

PORCH / PATIO (UNCOVERED).

MAIN RESIDENCEACCESSORY DWELLING UNIT (ATTACHED)

4,305 SF

6,216 SF

87,120 SF 2.0 AC

LOT COVERAGE PERCENTAGE

PROPOSED

LOT COVERAGE

TOTAL

3718 MAY SCHOOL ROADLIVERMORE CA 94551APN: 085-5200-40EXISTING USE: VACANTPROPOSED USE : SINGLE FAMILY DWELLING)CONTRUCTION TYPE: V-BOCCUPANCY: R-3SPRINKLER SYSTEM: YES

SQUARE FOOTAGES:

SITE INFORMATION:OWNER:BOB SCAFANIORCHARD COMPANY 3718 MAY SCHOOL ROADLIVERMORE CA 94551

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SITE PLAN

FOUNTAIN

(N) OAK TREESUNDER LANDSCAPE PLAN

PROP

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LIN

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0'

M A Y S C H O O L R O A D

(N) SINGLE FAMILY1 STORY DWELLING

(N) 18" ASPHALT DRIVEWAY

PAVERS

PROPOSED ENTRY GATEUNDER SEPARATE PERMIT

PROPERTY LINE: 264.00'

PROPERTY LINE: 264.00'

PROP

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30.0

0'

108'-4" (PROPOSED NEW HOUSE) 97'-0" SIDE SETBACK

140'

-8" P

RO

POSE

D F

RO

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SETB

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89'-4

" P

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D N

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HO

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E10

0'-0

" PR

OPO

SED

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78'-0" SIDE SETBACK

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2'

1"

TUB

0 A2.0

1"

8'4'

PATIOLIMESTONE TILE

FLO

OR

PLA

N

MASTER BATH

MASTER BATH

BEDROOM #4

BEDROOM #2

KITCHEN

PANTRY

GAME ROOM

1-HR WALL

35

1-HR WALL

5. INSTALL NEW REPLACEMENT GAS FURNACE AT ATTIC MANUF: RHEEM OR EQUAL 32,000 BTUH CAPACITY / 0.95 AFUE MIN. PROVIDE ELECT. SWITCH AND LIGHT TO ILLUMINATE PATH TO FURNACE AND AN ELECTRICAL OUTLET AT FURNACE.

6 ALL EXHAUST DUCTS AND FANS SHALL TERMINATE 36" MIN. FROM PROPERTY LINES AND 36" MIN FROM OPENING IN THE BUILDING EXTERIOR WALL.7. MOISTURE EXHAUST DUCTS SHALL TERMINATE AT BUILDING EXTERIOR AND SHALL BE EQUIPPED WITH A BACK-DRAFT DAMPER.8. PIPE INSULATION SHALL BE INSTALLED FOR THE FIRST 5 FEET OF HOT AND COLD WATER PIPESFROM WATER HEATER TANK AS AS WELL AS ALL HOT WATER PIPING TO THE KITCHEN.9. A NON-REMOVEABLE BACKFLOW PREVENTER OR BIBB-TYPE VACUUM BREAKER WILL BE INSTALLED ON ALL EXTERIOR HOSE BIBBS.10. SHOWER STALLS SHALL BE S MIN 1,024 SQUIRE INCHED, BE CAPABLE OF ENCOMPASSING A 30" DIA. CIRCLE . ANY DOORS SWINGING OUT OF THE ENCLOSURE SHALL HAVE A CLEAR OPENING OF 22 INCHES MIN.11. SHOWER /TUB MIXXING VALVES SHALL BE PRESSURE BALANCING AND SET AT A MAXIMUM 120 DEGRESS F. ALL WATER-FILLER VALVES IN BATHTUB / WHIRLPOOLS SHALL HAVE A TEMPERATURE LIMITING DEVICE SET AT 120 DEGREES F. THE WATER HAEATER THERMOSTAT CANNOT BE USED TO MEET THESE PROVISIONS.

1. PROVIDE AN WATER HEATER EXPANSION TANK IF A PRESSURE REGULATOR OR ANY DEVICE THAT PREVENTS PRESSURE RELIEF THROUGH THE BUILDING SUPPLY LINE IS INSTALLED.2. PROVIDE TEMPERATRURE AND PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDE FOR WATER HEATER.3. NOTE NOT USED4. NOTE NOT USED

PLUMBING / MECHANICAL NOTES:

PLUMBING FIXTURE WATER CONSUMPTION REQUIREMENTS

TOILETS 1.28 GAL MAX.SHOWERS: 2.0 GAL.PER MIN. (GPM) MAXSINKS & LAV. 1.5 GPM MAX.KITCHEN /UTILITY FAUCETS: 1.8 GPM MAX.

ALL HOT WATER PIPES WITHIN 24" OF WATER HEATER SHALL BE INSULATED W/ R-3 MIN .

INSTALL NEW SMOKE DETECTORS AT ALL BEDROOMS AND COMMON HALLWAY AREA ON FLOOR.

INSTALL NEW CARBON MONOXIDE DETECTOR AT HALLWAY

NEW SMOKE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP.DETECTORS SHALL BE INTERCONNECTED SO THAT ALL SOUND ALARMUPON ACTIVATION ON ANY ONE DETECTOR.

SMOKE AND CO ALARMS

EGRESS WINDOW REQ.44" MAX SILL HEIGHT5.7 MIN. OPERABLE AREA24" MIN. NET CLR. OPEN HEIGHT20" MIN. NET CLR. OPEN WIDTH





DINING ROOM

OFFICE

LIVING ROOM

FAMILY ROOM

GARAGE #1

GARAGE #2

LAUNDRY RM

CLOSET

CLOSET

A5.0

A

A5.0

BEDROOM #2BEDROOM

BATHRM #2

BATHRM #3

BATHRM #4

POWDER RM

ALL NEW GLAZING WITHING 18" OF FLOOR SHALL BE SAFETY GLASS.

ALL NEW GLASS DOOR SHALL HAVE SAFETY GLASS

48" GAS FIREPLACELENNOX OR EQUALICBO #

807 SF

270 SF

A

A5.0

A

A5.0

A

A5.0

A

A5.0

A

A5.0

A

A5.0

A

FOYER

HALLWAY #1

HAL

LWAY

#2

HALLWAY #1

FLOOR PLAN

ARCHED OPEN'G

ARCHED OPEN'G

ARCHED OPEN'G

ARCHED OPEN'G

28'-8 1/2" 28'-8 1/2" 25'-6"

6'-0 " 10'-0"

1'-3

"

16'-0

"

11'-0

"

7'-1

0"

2'-0" 4'-0" 9'-11" 6'-0"

6'-0

"

6'-0

"

9'-9" 10'-3" 9'-3" 9'-3" 8'-6"

25'-7"

2'-10" EQ. 5'-0" EQ.

1'-8"

5'-0

"

2'-0

3'-0

"

6'-8

"

2'-0

"

4'-8

"2'

-10

1/2"

4'-8

"EQ

.

11'-6

"

3'-11" 4'-6" 10'-9" 4'-6" 10'-0"

3'-6

"

22'-0

"1'

-10"

89'-4

"

14'-0

"

18'-6

"

6'-0"

3'-0

"26

'-6"

12'-6

"13

'-0"

21'-0" 23'-6" 20'-0"

3'-4

"

6'-0

"3'

-6"

MB

108'-6"

32'-6

"2'

-0"

7'-10"

32'-6

"

3'-6

"

19'-0

"

9'-3

"

6'-8

"

18'-0

"

8'-0

"

15

MIN

.15

M

IN.

15

MIN

.15

M

IN.

15

MIN

.

2'-6

"

1'-6

"

5'-1

0"6'

-7"

1'-6

"1'

-6"

2'-6

"

8"1'

-8"

3'-0

"

17'-6

"

1'-0

"

5'-0

"8'

-9"

3'-0

"1'

-6"

9'-8

1/2

"10

"

16'-6

"

1'-8

"3'

-4"

16'-9

"1'

-5"

6'-9

"

1'-0

"5'-0

"2'

-8"

4'-3

"9'

-3"

6'-3

"6'

-3"

2'-4

"

6'-0

"

2'-1

0"

2'-4

"

5'-0

"3'

-0"

2'-1

0"

EQ.

6'-0

"9'

-7 1

/2"

6'-4

"

6'-0" 18'-6" 16'-6" 3'-0"

4'-0"

16'-3

"

3'-0" 7'-10" 3'-0" 10'-0" 3'-0" 6'-6" 10'-0"

2'-0

"

6'-9

"EQ

.2'

-6"

9'-0

"13

'-6"

5'-0

"5'

-0"

13'-6

"

2'-6

1/2

"2'

-4"

89'-4

"

16'-1

0"3'

-6"

11"

9'-7

"1'

-3"

11

12

12

99

45

6

2

3

THIS PROJECT IS SUBJECT TO THE WATER - CONSERVATING PLUMBING FIXTURE REQUIREMENTS OF CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)SECTION 301.1.1 AND SENATE BILL SB 407 (2009)

9

7

89

10

6

1

1. PROVIDE WATERPROOF CEMENTIUOUS BACKERBOARD WITH TILE TO 70" AROUND TUB / SHOWER STALLAND WATERPROOF "GREENBOARD" GYPSUM BOARDTHROUGHOUT BATHROOM WALL AND CEILING

2. BATHROOM FLOOR SHALL BE CERAMIC TILES W/ 4" MIN. HIGH TILED BASE WALL AT WALLS (NON ABSORBENT MATERIAL).

17

18

19

20

21

22

23

24

25

26

27

17

18

19

20

21

2213

14

15

16

1

8

910

11

12

13

14

15

16

24

2

3

4

5

6

7

28

32

33

50 GAL GAS WATERHEATERAO SMITH 21V50 /0.65 E.F.

PROVIDE SEISMIC STRAPPINGFOR WATERHEATER TO SURROUNDING WALL

50 GAL GAS WATERHEATERAO SMITH 21V50 /0.65 E.F.

WH

PROVIDE SEISMIC STRAPPINGFOR WATERHEATER TO SURROUNDING WALL

WH

W

D

6 BURNER GAS STOVEW/EXHAUST HOODABOVE

30"DBL OVENMICROWAVEDW

30" SINK W/DISPOSAL

12" UPPERWALL CABINETS(TYP)

ISLAND W/CABINETS BELOWREF

DW

12" SINK

ELECTRICAL SUB-PANEL P2

1.28 GAL

1.28

GA

L

1.28

GAL

1.28

GA

L

1.28 GAL

1.28 GAL

20"X24"ATTIC ACCESS

412

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12444

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4121212

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412

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41212

1212124

1212

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412

412121212

412

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12

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12

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12

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A3.0

412 12

T.O.P.

@ GARAGE

1ST FLOOR

T.O.P.@ LIVING RM.

GALV. MTL GUTTER(TYP)

T.O.P.

T.O.S.@ GARAGE

@ GARAGE

1ST FLOOR

@ LIVING RM.

T.O.P.

@ GARAGE

1ST FLOOR

T.O.S.@ GARAGE

T.O.P.

7/8" CEM. PLASTERSTUCCO (TYP)

T.O.P.@ LIVING RM.

T.O.P.

1ST FLOOR

T.O.S.@ GARAGE

1ST FLOOR

T.O.S.@ GARAGE

T.O.P.

@ GARAGE

T.O.P.@ LIVING RM.

T.O.P.@ GARAGE


CLAY TILE ROOFING (TYP)


GALV. MTL GUTTER(TYP)





T.O.P.

T.O.P.@ LIVING RM.

T.O.P.

RIGHT SIDE ELEVATION

LEFT SIDE ELEVATION

STONE MOLDING (TYP)

T.O.P.

T.O.S.@ GARAGE

@ GARAGE

FRONT ELEVATION


1ST FLOOR

T.O.S.@ GARAGE

1ST FLOOR

T.O.S.@ GARAGE

T.O.P.

@ GARAGE

T.O.P.@ LIVING RM.

T.O.P.@ GARAGE

T.O.P.

STONE (TYP)

1ST FLOOR

T.O.P.

T.O.P.

REAR ELEVATION

@ LIVING RM.

T.O.P.

T.O.S.@ GARAGE

@ LIVING RM.

T.O.P.

@ GARAGE

1ST FLOOR

T.O.S.@ GARAGE



STONE MOLDING (TYP)

MB

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

GALV.MTLSHIMNEY SCREEN

6" STONETRIM (TYP)

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

6" STONETRIM (TYP)

6" STONETRIM (TYP)

6" STONETRIM (TYP)

6" STONETRIM (TYP)

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

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

W2

W5

W3

W6

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21. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19-percent moisture content. Moisture content shall be verified in compliance with the following: [CalGreen 4.505.3] 21.1 Moisture content shall be determined with either a probe-type or contact-type moisture meter. Equivalent

moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code.

21.2 Moisture readings shall be taken at a point 2 feet to 4 feet from the grade stamped end of each piece to be verified.

21.3 At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the Alameda County provided at the time of approval to enclose the wall and floor framing.

21.4 Insulation products which are visibly wet or have high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure.

22. Each bathroom shall be mechanically ventilated and shall comply with the following requirements. Provide notes on the

plans. [CalGreen 4.506.1] 22.1 Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 22.2 Unless functioning as a component of a whole house ventilation system, fans must be controlled by a

humidity control. 22.2.1 Humidity controls shall be capable of adjustment between a relative humidity range of less than or

equal to 50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment.

22.2.2 A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in).

22.3 For the purposes of this section, a bathroom is a room which contains a bathtub, shower, or tub/shower combination.

22.4 Lighting integral to bathroom exhaust fans shall comply with the 2013 California Energy Code.

23. Heating and air-conditioning systems shall be sized, designed and have their equipment selected using the following methods: [CalGreen 4.507.2]

23.1 The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J-2004 (Residential Load

Calculation), ASHRAE handbooks or other equivalent design software or methods.

23.2 Duct systems are sized according to ANSI/ACCA 1 Manual D-2009 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods.

23.3 Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2004 (Residential Equipment Selection) or other equivalent design software or methods.

23.4 Use of alternate design temperatures necessary to ensure the systems function are acceptable. INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS

24. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and

equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: [CalGreen 702.1] 24.1 State certified apprenticeship programs. 24.2 Public utility training programs. 24.3 Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

24.4 Programs sponsored by manufacturing organizations. 24.5 Other programs acceptable to the enforcing agency.

Green Building Comments:

G1 Provide owner acknowledgment signature on plans. Sheet GB-1

G2. The following are Mandatory Measures notes that should be incorporated onto the plans to show how you will comply if applicable to your project. Note that the fol lowing comments are all of the requirements which may or may not apply to your project. If you meet some of these required Mandatory Measures and any of the following items are already on your plans, please state so in your response to comments.

PLANNING AND DESIGN 1. Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall

manage storm water drainage during construction. The Storm Water Pollution Control shall be incorporated into the plans. [CalGreen 4.106.2]

2. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering the building. Contour lines, elevation points, and/or slope arrows may be used to show compliance with this requirement. There is an exception to additions and alterations not altering the drainage path. Examples of methods to manage surface water include, but are not limited to the following: [CalGreen 4.106.3] 2.1 Swales 2.2 Water collection and disposal systems 2.3 French drains 2.4 Water retention gardens 2.5 Other water measures which keep surface water away from building and aid in groundwater recharge.

ENERGY EFFICIENCY 3. The building shall meet or exceed the 2013 California Energy Code requirements (Minimum Energy Efficient

Standards). The CF-1R and MF-1R forms shall be incorporated into the plans. [CalGreen 4.201.1]

WATER EFFICIENCY AND CONSERVATION 4. Provide a schedule of plumbing fixtures (water closets and urinals) and fixture fittings (faucets and showerheads)

complying with the following [CalGreen 4.303.1] : 4.1. Water closets (1.28 gallons per flush)

The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

4.2. Urinals (0.5 gallons per flush) The effective flush volume of urinals shall not exceed 0.5 gallons per flush.

4.3. Showerheads (2.0 gallons per minute at 80 psi) 4.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per

minute at 80psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

4.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

4.3.3 Note: A hand-held shower shall be considered a showerhead. 4.4. Faucets.

4.4.1 Residential lavatory faucets (between 0.8 gpm @ 20psi and 1.5gpm @ 60psi) The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60

psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi.

4.4.2 Lavatory faucets in common and public use areas. (0.5 gpm @ 60psi)

The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi.

4.4.3 Metering faucets (.25gal per cycle)

Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle.

4.4.4 Kitchen faucets (1.8 gpm @ 60psi) The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen

faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

4.4.5 Note: Where complying faucets are unavailable, aerators or other means may be used to achieve

reduction.

Provide a schedule of plumbing fixtures (water closets and urinals) and fixture fittings (faucets and showerheads) complying with the following [CalGreen 4.303.1] : 4.1. Water closets (1.28 gallons per flush) 4.2. Urinals (0.5 gallons per flush) 4.3. Showerheads (2.0 gallons per minute at 80 psi) 4.4. Faucets.

4.4.1 Residential lavatory faucets (between 0.8 gpm @ 20psi and 1.5gpm @ 60psi) 4.4.4 Kitchen faucets (1.8 gpm @ 60psi)

4.4.2 Lavatory faucets in common and public use areas. (0.5 gpm @ 60psi)

4.4.3 Metering faucets (.25gal per cycle) 1. Provide the following note on the drawings: Plumbing fixtures and fittings shall be installed in accordance with the

2013 California Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the 2013 California Plumbing Code. [CalGreen 4.303.2]

2. Indicate on plans that installed automatic irrigation system controllers are weather- or soil moisture- based

controllers. Show location of controller on plans. [CalGreen 4.304.1]

MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 1. Show or state on plans that annular spaces around pipes, electric cables, conduits, or other openings in the building’s

envelope at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry, or similar methods. [CalGreen 4.406.1]

2. Recycle and/or salvage for reuse a minimum of 75 percent of the nonhazardous construction and demolition waste in accordance with Section A4.408.1 Tier 2. This is the more stringent local construction and demolition waste management ordinance. Documentation is required, incorporate waste management plan onto plans and indicate how is the construction waste will be handled. [CalGreen 4.408.1]

3. A construction waste management plan shall be submitted for approval and shall conform with the following:

[CalGreen 4.408.2] 9.1 Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on

the project or salvage for future use or sale. 9.2 Specify if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed

(single stream). 9.3 Identify diversion facilities where the construction and demolition waste material will be taken. 9.4 Identify construction methods employed to reduce the amount of construction and demolition waste

generated. 9.5 Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight

or volume, but not by both.

4. Utilize a waste management company, approved by the Alameda County, which can provide verifiable documentation that the percentage of diverted construction and demolition waste materials meet the requirements in Section 4.408.1. [CalGreen 4.408.3]

11. Generate a total combined weight of construction and demolition waste disposed in landfills that does not exceed 4 pounds per square-foot of the building area. Disposed waste less than 4 psf of the building area shall meet the minimum 75% construction waste reduction required in Section 4.408.1.[CalGreen 4.408.4]

12. Documentation shall be provided to the Alameda County which demonstrates compliance with Section 4.408.2,

Items 1 through 5, Section 4.408.3 or Section 4.408.4. .[CalGreen 4.408.5] 12.1 Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at

www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 12.2 Mixed construction and demolition debris (C&D) processors can be located at the California Department of

Resources Recycling and Recovery (CalRecycle).

13. Note on the drawings: “An Operation and Maintenance Manual compact disc, web-based reference or other media acceptable to the Alameda County including, at a minimum, the items listed in Section 4.410.1, shall be completed and placed in the building at the time of final inspection.” [CalGreen 4.410.1] 13.1 Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle

of the structure. 13.2 Operation and maintenance instructions for the following:

a. Equipment and appliances, including water-saving devices and systems, HVAC systems, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems.

13.3 Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations.

13.4 Public transportation and/or carpool options available in the area. 13.5 Educational material on the positive impacts of an interior relative humidity between 30-60 percent and

what methods an occupant may use to maintain the relative humidity level in that range. 13.6 Information about water-conserving landscape and irrigation design and controllers which conserve water. 13.7 Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet

away from the foundation. 13.8 Information on required routine maintenance measures, including, but not limited to, caulking, painting,

grading around the building, etc. 13.9 Information about state solar energy and incentive programs available.

ENVIRONMENTAL QUALITY 14. Where gas fireplaces are installed, state on the plans that the fireplace is direct-vent, sealed combustion type and

incorporate manufacturer’s specifications onto plans. [CalGreen 4.503.1] 14.1 Provide manufacturer’s specifications showing that the woodstove and pellet stove comply with U.S EPA

Phase II emission limits. 14.2 Wood burning fireplaces are prohibited per BAAQMD Regulation 6 Rule 3.

15. Add note to plans: “All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the Alameda County until the final startup of the heating, cooling and ventilating equipment.” [CalGreen 4.504.1]

16. Add note to plans: “Architectural paints and coatings, adhesives, caulks and sealants shall comply with the Volatile

Organic Compound (VOC) limits listed in Tables 4.504.1- 4.504.3.” [CalGreen 4.504.2.1 thru 4.504.2.3] Finish materials for pollutant control shall comply with this section. [CalGreen 4.504.1] 16.1 Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards

unless more stringent local or regional air pollution or air quality management district rules apply: 16.1.1 Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall

comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene ), except for aerosol products, as specified in Subsection 2 below.

16.1.2 Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.

16.2 Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-high Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-high Gloss VOC limit in Table 4.504.3 shall apply.

16.3 Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the juris- diction of the Bay Area Air Quality Management District additionally comply with the percent voe by weight of product limits of Regulation 8, Rule 49.

16.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing

16.4.1 Manufacturer's product specification. 16.4.2 Field verification of on-site product containers

17. Carpet systems shall meet Green Building Requirements. [CalGreen 4.504.3]

17.1 All new carpet installed in the building interior shall meet the testing and product requirements of one of the following: 17.1.1 Carpet and Rug Institute’s Green Label Plus Program 17.1.2 California Department of Public Health’s Specification 01350 17.1.3 NSF/ANSI 140 at the Gold level 17.1.4 Scientific Certifications Systems Indoor Advantage™ Gold

17.2 All new carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. [CalGreen 4.504.3.1]

17.3 All carpet adhesives shall meet the requirements of Table 4.504.1. [CalGreen 4.504.3.2]

18. Where resilient flooring is installed, 80% of the total area receiving resilient flooring shall comply with one or more

of the following: [CalGreen 4.504.4] 18.1 VOC emission limits defined in the Collaborative for High Performance Products Schools (CHPS) products

Database. 18.2 Products compliant with the CHPS criteria certified under the Green guard Children & Schools program. 18.3 Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program 18.4 Meet the California Department of Public Health’s Specification 01350

19. New hardwood plywood, particle board, and medium density fiberboard composite wood products used in the

interior or exterior of the building shall meet the formaldehyde limits listed in Table 4.504.5. [CalGreen 4.504.5] 19.1 The Formaldehyde Emissions Verification Checklist 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 inspector for verification. Verification of compliance with this section shall be provided. Documentation shall include at least one of the following:[CalGreen 4.504.5.1] 19.1.1 Product certifications and specifications. 19.1.2 Chain of custody certifications. 19.1.3 Product labeled and invoiced as meeting the Compos-ite Wood Products regulation (see CCR, Title 17,

Section 93120, et seq.). 19.1.4 Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood

Association, the Australian AS/NZS 2269 or European 636 3S standards. 19.1.5 Other methods acceptable to the Alameda County.

20. Concrete slab foundations required to have a vapor retarder by the 2013 California Building Code, Chapter 19 or

concrete slab-on-ground floors required to have a vapor retarder by the 2013 California Residential Code, Chapter 5, shall also comply with this section. [CalGreen 4.505.2.1] 20.1. A capillary break shall be installed in compliance with at least one of the following. On the plans, specify

how you will comply with these requirements: 20.1.1 A 4-inch-thick base of l/2 inch or larger clean aggregate shall be provided with a vapor retarder in

direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06.

20.1.2 Other equivalent methods approved by the Alameda County. 20.1.3 A slab design specified by a licensed design professional. Submit calculations and details on the plans.

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TITLE-24 LIGHTING REQUIREMENT NOTES

ALL INSTALLED LUMINAIRES SHALL BE HIGH EFFICACY 1. BATHROOMS SHALL HAVE AT LEAST ONE (1) HIGH EFFICACY FIXTURE. WHICH SHALL BE CONTROLLED BY A VACANCY SENSORS WITH ANY OTHER LIHTING FIXTURE CONTROLLED WITH A VACANCY SENSOR OR DIMMER.2. GARAGE, UTILITY AND LAUNDRY ROOMS SHALL HAVE HIGH EFFICACY FIXTURES AND SHALL BE CONTROLLED BY VACANCY SENSOR.3. EXTERIOR LIGHTS ATTACHED TO THE BUILDING SHALL BE BE HIGH EFFICACY FIXTURES CONTROLLED BY A MOTION SENSOR IN COMBINATION WITH A PHOTO CELL CONTROL.4. ALL OTHER ROOMS, INCLUDING HALLWAYS, SHALL HAVE HIGH EFFICACY FIXTURES, CONTROLLED BY EITHER A DIMMER SWITCH OR VACANCY SENSOR THAT REQUIRES A MANUAL OR ACTIVATION ( DOES NOT AUTOMATICALLY TURN ON) AND ACUTOMATICALLY TURNS OFF WITHIN 30 MINUTES AFTER THE ROOM IS ACTIVATED.5. ALL RECESSED LUMIAIRES IN INSULATED CEILINGS SHALL BE CERTIFIED AS AIR TIGHT CONSTRUCTION IN ACCORDANCE WITH ASTM E39 IN ADDITION TO BEING IC RATED. CALIFORNIA ENERGY CODE SECTION 150(k)(12)6. SEPARATE SWITCHING SHALL BE PROVIDE FOR LIGHTING AND EXHAUST FAN COMBINATION UNITS. EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM THE LIGHT FIXTURE OR THE LIGHTING SYSTEM MUST BE ABLE TO BE MANUALLY TURNED ON AND OFF WHILE ALLOWING THE FAN TO TO BE ABLE TO OPERATE FOR AN EXTENDED PERIOD OF TIME. CEC SECTION 481(k)2B

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1. PROVIDE SMOKE ALARMS IN EACH SLEEPING ROOM AND CENTRALLY LOCATED ON EACH FLOOR. SMOKE ALARMS SHALL BE HARDWIRE WITH BATTERY BACK UP POWER.2. ALL ELECTRICAL OUTLETS WITHIN 6 FEET OF WATER USE AREAS SHALL BE GFI OUTLETS.3. OUTLETS CIRCUITS AT KITCHEN, FAMILY RMROOM, DINING ROOM, LIVING ROOM, DENS, BEDROOMS CLOSETS HALLWAYS, LAUNDRY AREAS AND SIMILAR USES SHALL BE PROTECTED BY A LISTED COMBINATION ARC-FAULT CIRCUIT INTERRUPTER. 4. GENERAL LIGHTING SOURCE IN NEW BATHROOMS AND WATER CLOSETS SHALL BE 40 LUMENS/WATT OR GREATER. 5. RECESSED CEILING FIXTURES SHALL BE IC (INSULATION COVER) APPROVED IF APPLICABLE6. SEPARATE ELEC. CIRCUIT SHALL BE PROVIDED FOR NEW BATHROOM.7. PROVIDE 2 SEPARATE 20 AMP CIRCUITS FOR KITCHEN COUNTER RECEPTACLES.8. ALL125 VOLT, 15 AND 20 AMP CIRCUITS IN SLEEPING AREAS SHALL BE PROTECTED BY ARC-FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. AFFECTED OUTLETS: DUPLEX PLUGS, LIGHTS AND HARDWIRED SMOKE DETECTORS.9. INSTALL NEW CARBON MONOXIDE DETECTORS ON EACH FLOOR CENTRAL HALL OR COMMON AREA.10. BATHROOM LIGHTING SHALL NOT BE ON A OUTLET CIRCUIT.11. BATHROOM EXHAUST FAN SHALL BE SWITCHED SEPARATELY FROM LIGHT. EXHAUST FAN SHALL BE ENERGY STAR COMPLIANT AND SHALL HAVE HUMIDITY CONTROL.12. A UFER GROUND SHALL BE INSTALLED IN THE FOUNDATION AT THE MAIN ELECTRICAL SERVICE PANEL.13. LIGHTING FIXTURES INSTALL WITH 3' HORIZONTALLY AND 8' VERICALLY OF THE RIM TUB OR SHOWER STALL THRESHOLD SHALL BE LISTED FOR A DAMP LOCATION , OR LISTED FOR WET LOCATIONS WHER SUBJECT TO SHOWER SPRAY.

GAME ROOM

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LAUNDRY RM

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ELECTRICAL NOTES:

BATHRM #3

BATHRM #4

POWDER RM

807 SF

INSTALL NEW SMOKE DETECTORS AT ALL BEDROOMS AND COMMON HALLWAY AREA ON FLOOR.

INSTALL NEW CARBON MONOXIDE DETECTOR AT HALLWAY

NEW SMOKE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP.

LIGHTING AND ELECTRICAL POWER PLAN

MASTER BATH

BEDROOM #4

BEDROOM #2

DINING ROOM

OFFICE

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WALL MOUNT INCNDESCENT FIXTURE

RECESSED INCANDESCENT FIXTURE

SMOKED ALARM (S.A.)

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AFCI AFCI

AFCI

SMOKE ALARM

GFIWP

GFIWP

GFIWP

GFIWP

GFIWP

GFIWP

GFIWP

S

SSS

SS

S

LIGHT/FAN

S

SS

LIGHT/FAN

LIGHT/FAN

SMOKE ALARM

LIGHT/FAN

S

S

S

SS

LIGHT/FAN

S

SMOKE ALARM

S

SS

SS

S

S

S

S

S

S

S

S

S

SS

S

S

SS

SS

S

AUTO. DR.OPENER

AUTO. DR.OPENER

AUTO. DR.OPENER

S

S

S

SSS

SSS

S

S

SS

SS

SMOKE ALARM

SMOKE ALARM

LIGHT/FAN

S

CARBON MONOX. ALARM TYP.

LIGHT/FAN

ELECTRICAL SUB-PANEL P1

20"X24"ATTIC ACCESS

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A. PROVIDE TEST AND INSPECTIONS FOR ALL ITEMS AS REQUIRED BY THE CALIFORNIA BUILDING CODE 2013 EDITION.B. THE OWNER SHALL BE RESPONSIBLE FOR RETAINING INDEPENDENT TESTING COMPANY(S) TO PERFORM ALL TESTING AND INSPECTIONS.C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TESTING COMPANY WITH CONSTRUCTION SCHEDULES TO ENSURE PROPER COORDINATION OF WORK.D. THE FOLLOWING ITEMS SHALL BE INSPECTED BY THE SPECIAL INSPECTOR:

STRUCTURAL NOTES

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STRUCTURAL DESIGN CRITERIA

CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE AND THE CALIFORNIA BUILDING CODE (CBC). DETAIL, FABRICATION AND ERECTION OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF STANDARD PRACTICE (ACI-315).2. AGGREGATE FOR THE CONCRETE MIX SHALL CONFORM TO ASTM-C33. THE MAXIMUM SIZE AGGREGATE SHALL BE 3/4 INCH. CONCRETE SHALL CONFORM TO ASTM-C150, TYPE I OR II.3. CONCRETE SHALL HAVE A ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI (28 DAY STRENGTH ) WITH A 4 INCH SLUMP(TOLERANCE 1 INCH).4. REINFORCING STEEL SHALL A DEFORMED BARS (ASTM A615) GRADE 40, EXCEPT THAT NO.6 OR LARGER BARS SHALL BE GRADE 60. WELDED WIRE FABRIC (WWF) SHALL BE ASTM 185.5. REINFORCING STEEL IN CONTINUOS FOOTING AND GRADE BEAMS SHALL BE SECURELY FASTENED IN PLACE HORIZONTALLY AND VERTICALLY PRIOR TO POURING.6. LAP BARS 48 DIAMETERS AT SPLICES. HOOK BARS 24 DIAMETERS AT CORNERS.7. BEND DOWN TOP BARS AT END OF FOOTINGS OR GRADE BEAMS.8. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER SILL PIECE, PROVIDE 12" MAX/ 12" MAX. / 4" MIN END DISTANCE.9. CONCRETE FOOTINGS SHALL BE POURED AGAINST UNDISTURBED EARTH OR EARTH THAT HAS BEEN COMPACTED AND RE-EXCAVATED FOR FOOTINGS.10. REINFORCING SHALL BE PROTECTED BY THE THICKNESS OF CONCRETE SHOWN ON THE PLANS. WHERE NOT OTHERWISE SHOWN, THE THICKNESS OF CONCRETE OVER THE REINFORCEMENT SHALL BE AS FOLLOWS: A) WHERE CONCRETE IS DEPOSITED AGAINST GROUND WITHOUT THE USE OF FORMS, NOT LESS THAN 3". B) WHERE CONCRETE MAY BE EXPOSED TO BUT IS PLACED IN FORMS NOT LESS THAN 2" C) IN BEAMS, GIRDERS AND COLUMNS NOT EXPOSED TO THE GROUND OR WEATHER, NOT LESS THAN 1 1/211 CONSTRUCTION JOINTS NOT INDICATED ON THE PLANS SHALL BE SO MADE AND LOCATED AS TO AT LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. WHERE A JOINT IS TO BE MADE, THE SURFACE OF THE CONCRETE SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE REMOVED.12. BOTTOM OF FOOTING EXCAVATION SHALL BE KEPT CLEAR OF SLOUGH AND DEBRIS. FOOTING EXCAVATION SHALL ALSO BE KEPT MOIST AND FREE OF STANDING WATER BEFORE PLACEMENT OF CONCRETE.13. RETAINING WALLS OR FOOTINGS FACING AN EMBANKMENT THAT MAY DIVERT WATER TOWARDS THE STRUCTURE, SHALL BE FULLY BACK DRAINED.

FRAMINGGENERAL

1. UNLESS OTHERWISE NOTED FRAMING LUMBER SHALL BE GRADED AS FOLLOWS: FRAMING LUMBER (RAFTERS, JOISTS, PURLINS ETC: DOUGLAS FIR NO.2 OR BETTER BEAMS, HEADERS OR 4" NOMINAL OR THICKER: DOUGLAS FIR NO.1 STUDS: STUD GRADE FOUNDATION SILLS: PRESSURE TREATED DOUGLAS FIR. ALL NEW FRAMING LUMBER SHALL HAVE 19% MAS MOISTURE CONTENT AT TIME OF CONSTRUCTION. EXPOSED DECKING: CALIFORNIA REDWOOD NO.12. ALL PLYWOOD SHALL BE CDX UNLESS OTHERWISE NOTED. MINIMUM THICKNESS SHALL BE 1/2 INCH ON ROOF, 5/8 INCH T & G ON FLOORS AND 1/2 INCH ON WALLS UNLESS OTHERWISE NOTED (SEE SHEARWALL SCHEDULE). USE PANEL CLIPS AT UNSUPPORTED EDGES OF BUILT-UP ROOFS.3. GLULAMS BEAMS SHALL BE GRADE 24F-V4, STANDARD CAMBER UNLESS OTHERWISE NOTER (aitc-103. PROVIDE COMPLIANCE CERTIFICATION TO BUILDING DEPARTMENT. GLULAM BEAMS SHALL HAVE METAL HARDWARE CONNECTIONS TO POSTS (CAP MINIMUM). CC/CB: COLUMN CAP / COLUMN BASE.

SPECIAL INSPCETION REQUIREMENTS

GRAVITY Roof Load: 20psfFloor Load: 40 psfWind Load: 11.6 psfAllowable Soil Bearing Pressure: 1,500 psf (per CBC 2013)

1. THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.2. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE UNIFORM BUILDING CODE. THE ABOVE SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE CODES OF THE FOLLOWING NOTES ARE MORE RESTRICTIVE.3. STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL AND / OR ELECTRICAL EQUIPMENT SHALL BE CERTIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.4. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETED STRUCTURES. DURING CONSTRUCTION, STRUCTURES AND PARTS OF THE STRUCTURE SHALL BE PROTECTED AND OR SUPPORTED BY BRACING AND SHORING WHEREVER EXCESSIVE LOADING MAY OCCUR.5. THE CONTRACTOR ALONE IS RESPONSIBLE FOR JOB SITE SAFETY. SITE REVIEW OF THE CONSTRUCTION BY THE ARCHITECT AND/OR ENGINEER, IF ANY, IS TO DETERMINE CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. IT DOES NOT ENCOMPASS SAFETY PROCEDURES OR OPERATIONS.6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO NOTIFY THE OWNER AND THE ARCHITECT AND/OR ENGINEER OF ANY CONDITIONS FOUND IN THE PLANS, OR OF ERRORS OR OMISSIONS ON THE PLANS WHICH MIGHT AFFECT THE COMPLETION OF THE PROJECT.7. LAYOUT ALL STRUCTURAL WORK BY REFERRING TO DIMENSIONS AND ELEVATION NOTES ON THE ARCHITECTURAL PLANS. DO NOT SCALE STRUCTURAL DRAWINGS: WORK DETAIL DIMENSIONS FROM CONTROLLING SURFACE POINTS AND ACTUAL MATERIAL DIMENSIONS.8. LARGER SCALE DIMENSIONS TAKE PRECEDENCE OVER SMALLER SCALE DETAILS.9. VERIFY TYPE AND SIZE OF METAL WORK AGAINST APPROPRIATE MEMBER SIZE BEFORE ORDERING HARDWARE.10. HARDWARE USE NOTED IS "SIMPSON STRONG-TIE". HARDWARE OF SIMILAR CONSTRUCTION AND EQUAL ICBO VALUE IS ACCEPTABLE.11. FOR HARDWARE USE THE MAXIMUM SIZE BOLTS AND NAILS SPECIFIED IN MANUFACTURER'S CATALOG. NAIL ALL HOLES. USE SPECIAL SHORT-LENGTH NAILS SUPPLIED BY MANUFACTURER WHERE COMMON NAILS WILL EXCEED THE LENGTH OF THE FRAMING MEMBER.12. IN CASE OF CONFLICT BETWEEN STRUCTURAL AND ARCHITECTURAL PLANS, DETAIL AND/OR SPECIFICATIONS THE MORE RESTRICTIVE CONDITION SHALL APPLY.

1 ALL WOOD FRAMING SHALL CONFORM TO CHAPTER 23 OF THE 2010 CBC. MINIMUM NAILING SHALL BE PER UBC TABLE 2304.9.12. ALL NAILS AND HARDWARE EXPOSED TO WEATHER SHALL BE GALVANIZED. NAILS SHALL BE COMMON WIRE U.O.N. SHEATHING BA AS FOLLOWS U.O.N: ROOF: 8d @ 6" O.C.ALONG EDGES, AND 12" O.C. WITHIN THE FIELD. FLOOR: 10d @6" O.C. ALONG EDGES, AND 10" WITHIN THE FIELD. EXTERIOR WALLS: 8d @ 6" O.C. ALONG EDGES, AND 12" O.C. WITHIN THE FILED. GYP. BOARD: 5d COLLER @ 7" O.C.3. ALL BOLTS FOR WOOD CONNECTIONS SHALL CONFORM TO ASTM A307 WITH HEAVY HEX HEADS. MALLEABLE IRON WASHERS SHALL BE USED AT ALL PLACES WHERE THE BOLT HEAD OR NUT WOULD BE OTHERWISE BE IN CONTACAT WITH THE WOOD SURFACE. BOLT HOLES IN WOOD MEMBERS SHALL NOT BE DRILLED MORE THAN 1/8 INCH LARGER THAN THE BOLT DIAMETER.4. BALLOON FRAME ALL WALLS WITH SLOPED CEILLINGS OR WITH RAISED CEILINGS. MAXIMUM HEIGHT FOR 2X4 STUD IN NON-BEARING WALLS IS 14'-0" AND 20'-0" FOR 2X6's5. PROVIDE BLOCKING BENEATH ALL PERPENDICULAR PARTITIONS AND DOUBLE THE JOISTS (MIN.) UNDERNEATH ALL PARALLEL PARTITIONS.6. BOLT MULTIPLE JOISTS TOGETHER WITH SINGLE 1/2" DIA. MACHINE BOLTS AT 24" O.C. IN A STAGGERED PATTERN. NAIL DOUBLE JOISTS WITH 16d @ 16" O.C. (SIMILAR PATTERN).7. PROVIDE LATERAL SUPPORT AT ENDS OF JOISTS AND RAFTERS WITH BLOCKING. HOLDOWNS THAT ARE ATTACHED TO 4X STUDS AT THE ENDS OF SHEAR WALLS AND EXTEND TO 4X STUDS OR FRAMING BELOW OR WALLS OR FOUNDATION BOLTS (SEE PLAN FOR LOCATION, SIZE AND DETAILS. NAILS ALL DOUBLE RAFTERS OVER ALL SUPPORTS.8. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION SURFACES SHALL BE PRESSURE TREATED WITH A PRESERVATIVE.9. SOLID SAWN MEMBERS IN FLOORS SHALL BE PLACED WITH CROWNS AND ANY MAJOR KNOTS UPWARD.10. POSTS SHALL BE CONTINUOUS FROM BEAM OR HEADER TO FLOOR OR SILL BELOW.

WOOD

11. PROVIDE AT LEAST A DOUBLE STUD AT BEARING POINTS UNDER BEAMS.12. ALL HEADERS SHALL BE 4X12 UNLESS OTHERWISE NOTED.13. LAP TOP PLATES 48"AND NAIL WITH 32-16d NAILS.14. MAXIMUN ALLOWABLE NOTCH IS 7/8" IN 2X4 STUDS AND 1-3/8" CLEAR TO THE EDGE OF THE STUD.15. USE 1X4 COLLAR TIES AT 48" O.C. WHEREVER POSSIBLE.16. PROVIDE A35 ANCHOR FROM RAFTER TO TOP PLATE AT 32" O.C. U.O.N.17. UNLESS OTHERWISE NOTED, STAGGER ALL PLYWOOD JOISTS IN FLOOR AND ROOF SHEATHING AND LAY FACE GRAIN PERPENDICULAR TO SUPPORTS.18. VERTICAL PLYWOOD SHEATHING SHALL BE BLOCKED AT ALL EDGES AND SHALL EXTEND FROM TOP PLATE TO SILL OF WALL (SINGLE PIECE), WHERE POSSIBLE, BUT VERTICAL SHEATHING ON FLOOR JOISTS OR BLOCKING, LEAVE 3/8" GAP FOR SHRINKAGE. VERTICAL SHEATHING SHALL CONTINUE TO THE FOUNDATION SILL IF REQUIRED ON FIRST FLOOR WALLS.19. ALL DOUBLE STUDS AT HOLDOWNS TOGETHER WITH 16d NAILS @ 8" O.C.20. WHERE SOLID MENBERS ARE FRAMED INTO GLULAM MEMBERS IN FLOORS, THE TOPS OF THESE MEMBERS SHALL BE HELD 3/8" ABOVE GLULAM.21. MINIMUM GYPSUM BOARD NAILING IS 5d PARKER HEAD NAILS (6d FOR 5/8" BOARD) AT 7" O.C. EDGES AND FIELD.22. ALL BEAMS SHALL BE CONNECTED TO SUPPORTING POST WITH SIMPSON CC CONNECTOR OR EQUAL.23. WOOD POSTS BEARING ON CONCRETE SHALL BE SECURED DIRECTLY TO THE CONCRETE WITH POST ANCHORS FULLY NAILED (I.E. SIMPSON CB FOR MAIN MEMBERS AND SIMPSON PB FOR SECONDARY MEMBERS).24. ALL PLYWOOD SHALL BE D.F.P.A. GRADE MARKED. PLYWOOD SUBJECT TO MOISTURE DURING CONSTRUCTION SHALL HAVE EXTERIOR GRADE GLUE. PLYWOOD SUBJECT TO MOISTURE AFTER CONSTRUCTION SHALL BE EXTERIOR GRADE PLYWOOD.25. IF PRE MANUFACTURED TRUSSES ARE USED, TRUSS MANUFACTURER SHALL SUBMIT PLANS AND CALCULATIONS FOR ALL TRUSSES TO THE ENGINEER AND TO THE BUILDING DEPARTMENT AND SHALL OBTAIN APPROVAL THEREFROM PRIOR TO FABRICATION.26. ALL FRAMING HARDWARE SHALL BE SIMPSON OR ICBO EQUAL.

Seismic: 1 Risk category I 2 Importance factor Ic=1 3 Ss= 1.9416 S1= 0.785 4 SDs=1.294 SD1= 0.786 5 Seismic Design Category =E 6 Bearing wall system 7 Design Base Shear 20,567 LBS 8 Seismic Response Coefficient Cs=0.156 9 Response Modification Coefficient = 6.5 10 Equivalent Lateral Force Procedure WIND:

1 Ultimate Wind Speed Vult=110 MPH 2 Risk Category I 3 Exposure B 4 Internal Pressure Coefficient +0.18 - 0.18 5 Components and Cladding -24.1 PSF +22.2 PSF

MB

1 Concrete 2 Bolts installed in concrete 3 Bolts in existing foundation (Drill and epoxy) 4 Momeent resisting frames 5 Reinforcing steel 6 Field welding 7 Shear wall nailing w/ nail spacing less than 4 inches 8 Drilled piers 9 Grading 10 Drainage

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CRAWLSPACE

5" CONC. SLAB W/#4 BARS @ 18" O.C. O/10 MIL. MOISTURE BARRIERO/ 6" SAND

5" CONC. SLAB W/#4 BARS @ 18" O.C. O/10 MIL. MOISTURE BARRIERO/ 6" SAND

S3.2

CRAWLSPACE

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

PROVIDE CRAWLSPACEVENTILATION PER CBC REQUIREMENTS



CRAWLSPACE

S3.2

S3.2

S3.2S3.2

S3.2

36X24" CRAWLSPACEACCESS


S3.2

S3.2S3.2 S3.2S3.2

S3.2S3.2S3.2S3.2

S3.2

S3.2S3.28"X24" CONC.GRADE BEAMTYP.

8"X24" CONC.GRADE BEAMTYP.



21

30

24

24

25

21

2X12 FLOOR JOISTS @ 16" O.C.

2X12 FLOOR JOISTS @ 16" O.C. 2X12 FLOOR JOISTS @ 16" O.C.



CRAWLSPACE

FOUNDATION PLAN

16" DIA CONC.PIER W/4-#5 BARS W/ #3 TIES@ 18" O.C.

30

27

28

28S3.228

28

28

29

S3.2

29

23

CRAWLSPACE

CRAWLSPACE









S3.2

27

24

25

29

29

S3.2

S3.2 S3.22929

24

S3.227

30

28

2830

23

2330

30

8"X24" CONC. CRADE BM.TYP


CRAWLSPACE

S3.2

S3.2

S3.2S3.2

S3.2

3'-6

"11

"9'

-7"

1'-3

"

MB

5'-0

"5'

-0"

13'-6

"

89'-4

"

16'-1

0"

13'-6

"

3'-0" 10'-0" 3'-0" 6'-6" 10'-0"

16'-6" 3'-0"

4'-0"

3'-0" 7'-10"

6'-0" 18'-6"

3'-0

"

9'-3

"

16'-9

"1'

-5"

5'-0

"

10"

16'-6

"

3'-4

"9'

-8 1

/2"

3'-0

"

6'-7

"5'

-10"

15

MIN

.

18'-0

"

32'-6

"2'

-0"

7'-10"

32'-6

"

19'-0

"

108'-6"

13'-0

"

21'-0" 23'-6" 20'-0"

6'-0"

3'-0

"26

'-6"

12'-6

"

14'-0

"

18'-6

"

10'-9" 4'-6" 10'-0"

22'-0

"1'

-10"

89'-4

"

11'-6

"

3'-11" 4'-6"

3'-0

"

2'-0

"

5'-0" EQ.

1'-8"

4'-0

"

25'-7"

2'-10" EQ.

1'-3

"

16'-0

"

9'-9" 10'-3"

6'-0 " 10'-0"

28'-8 1/2" 25'-6"28'-8 1/2"

HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4HTT4

HTT4 HTT4HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4HTT4

HTT4HTT4

HTT4HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

2X12 FLOOR JOISTS @ 16" O.C.

20"X24"ATTIC ACCESS

2'0

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G P

LAN

5 1/4 X 11 1/2" PSL 5 1/4 X 11 1/2" PSL

5 1/4 X 11 1/2" PSL 5 1/4 X 11 1/2" PSL 5 1/4 X 11 1/2" PSL

6

6

6

3

3

3

3

S3.2

S3.2

5 1/

4 X

11 1

/2" P

SL5

1/4

X 11

1/2

" PSL

5 1/

4 X

11 1

/2" P

SL

6

6

5 1/4 X 11 1/2" PSL

S3.2

S3.2

6

6X8

HD

R6X

8 H

DR

6X8

HD

R

6X8

HD

R6X

8 H

DR

6X8

HD

R

6X8

HD

R

6X8

HD

R

6X8

HD

R6X

8 H

DR

6X8

HD

R

5 1/

4 X

11 1

/2" P

SL

5 1/4 X 11 1/2" PSL

5 1/

4 X

11 1

/2" P

SL

5 1/

4 X

11 1

/2" P

SL

5 1/4 X 11 1/2" PSL S3.2

3

S3.2

S3.2S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

6

6

6

3

22

7

S3.2

S3.2

S3.2

S3.2

S3.2

S3.2

NOTE:

FLOOR DIAPHRAMS SHALL BE 3/4"CDX T&G PLYWOOD W/ 10d @ 4" O.C.PERIMETER, 6" O.C. EDGES & 10" O.C. FILED.

ALL EXTERIOR WALLS SHALL BE SHEATHED WITH SHEARWALL TYPE AUNLESS OTHERWISE NOTED.

ANCHOR BOLTS SHALL BE 5/8"DIA. X 12" LG @36" O.C. W/ 2" X 2" X 3/16" STL WASHER @ SILL @ NEW FTGS.UNLESS OTHERWISE NOTED.

WHERE PANELS ARE APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C.ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDESHALL BE STAGGERED CURRENT UBC CODE.

OPTIONAL SHEARWALL: USE 3/8" CDX PLYWOOD W/SAME NAILING.3/8" PLYWOOD MUST BE APPLIED W/ FACE GRAIN ACROSS STUDS.

SOIL ENGINEER SHALL BE PRESENT AT SITE FOR OBSERVATION OF PIER DRILLING AND SHALL BE ADEQUATELY NOTIFIED IN ADVANCE OF PIER DRILLING SCHEDULE.

PRIOR TO GRADE BM . CONCRETE POUR, SOIL SHALL BE SATURATED FOR AT LEAST 2 DAYS. SEE SOILS REPORT FOR ADDITIONAL RECOMMENDATIONS.

DEPT OF PIERS ON PLANS SHALL BE INTO NON-EXPANSIVE MATERIALAND SHALL BE INSTALLED PER SOILS REPORT.

HOLDOWNS SHALL OCCUR AT THE BOTTOM OF SHEARWALLS.

ALL BEAMS SHALL BE SECURELY TIED TO A SUPPORTING POST.SEE DETAILS.

PROVIDE DOUBLE JOISTS UNDER WALLS RUNNING PARALLEL TOFLOOR JOIST FRAMING.

PROVIDE BLOCKING UNDER WALL RUNNING PERPENDICULAR TO FLOOR JOIST FRAMING.

S3.2

S3.2

S3.2

S3.2

S3

S3

S3

S3

S3

7

3

6

6

6

3

6X12 HDR

6X8 HDR 6X8 HDR

6X8 HDR

6X8 HDR

6X8 HDR

S3.2

S3.2

6

6

A

A5.0

A

A5.0

A

PRE-FABRICATED TRUSS NOTE

PRIOR TO FABRICATION OF MANUFACTURED ROOF TRUSSES, SUBMIT DESIGN CALCULATIONSAND DRAWINGS, PREPARED BY A CALIFORNIA REGISTED ENGINEER, SHALL BE REVIEWEDAND APPROVED BY THE ARCHITECT OF RECORD THEN SUBMITTED TO ALAMEDA COUNTYBUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION..

SHEARWALL NOTE.ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" CDX PLYWOOD SW-1 OR OSB UNLESS OTHERWISE NOTED

SHEAR WALL NAILING SILLNAILING

SW1

SHEATHINGWALL

2 1/2" CDX PLYWOOD SHEATHING W/BLOCKED EDGES W/3X STUDS AT ENDS

A-35 CLIPS @ 12" O.C.

16d @ 4" O.C.

SHEARWALL SCHEDULE

10d @ 6" O.C. E.N.10d @ 12" O.C.F.N.

1

SIMPSON STRONGWALLSW24X10-RF

SIMPSON STRONGWALLSW24X8

SW2

5/8" DIA. A.B. @ 32" O.C.

5/8" DIA. A.B. @ 48" O.C.

16d @ 6" O.C.1/2" CDX PLYWOOD SHEATHING W/BLOCKED EDGES

ATTIC AREA: 6.216 SFREQ. VENTILATION AREA: 6.216 / 150 = 41.4 SFPROVIDE: TOTAL AREA PROVIDED = 42.0 SF MIN.METAL EAVE VENTS STRIPS

NOTE: EAVE VENTS SHALL BE LOCATED AND SPACE ASTO PROVIDE PROPER AIR CROSS FLOW VENTILATIONTO ALL CRAWLSPACE AREAS. PROVIDE INSULATION BLOCKING AT ALL EAVE VENTS.

SHEARTRANSFER

PLYWOOD SHEAR WALL (TYP)

10d @ 4" O.C. E.N.10d @ 12" O.C.F.N.

NOTE: ALL FRAMED EXTERIOR WALL SHALL BE SHEATHED WITH TYPE 1 SHEATHING UNLESS OTHERWISE NOTED.

A-35 CLIPS @ 16" O.C.

FOUNDATIONBOLT REQUIREMENT

BA5.0

A5.0

ROOF PLAN

ATTIC VENTILATION REQUIREMENTS

S3.2

MB

2X PREFAB. ROOF TRUSSES @ 24" O.C.

HTT4HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4HTT4

HTT4HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4HTT4

HTT4

HTT4

HTT4HTT4

HTT4HTT4

HTT4HTT4

HTT4HTT4

HTT4HTT4

HTT4

HTT4

HTT4HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4

HTT4HTT4

HTT4

HTT4






2X P

REFA

B. R

OOF

TRUS

SES

@ 24

" O.C

.

2X P

REFA

B. R

OOF

TRUS

SES

@ 24

" O.C

.

GAS FURNACE AT ATTIC::CARRIER 60,000 BTUH / 0.96 AFUE MIN.

VENTS (EV) QTY. SF TOTAL SFEV-1: 16'-0" X 3" 6 4.0SF 24SFEV-2: 10'-0" X 3" 2 2.5 SF 5SF

TOTAL VENT AREA: 25SF

2X P

REFA

B. R

OOF

TRUS

SES

@ 24

" O.C

.

2X P

REFA

B. R

OOF

TRUS

SES

@ 24

" O.C

.

METAL EAVE VENT STRIP

2X P

REFA

B. R

OOF

TRUS

SES

@ 24

" O.C

.

2X P

REFA

B. R

OOF

TRUS

SES

@ 24

" O.C

.

2X P

REFA

B. R

OOF

TRUS

SES

@ 24

" O.C

.

2X P

REFA

B. R

OOF

TRUS

SES

@ 24

" O.C

.

1

11

1

1

1

1

1

1

1

1 1

1

1

1 1

1

1

1

1

1

1

1

1

1

1

HIP

RIDGE

RIDG

E

RIDG

ERI

DGE

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY

VALLEY

RIDGE

VALLEY

1

1

11

1

1

1

1 1

1

NOTE PROVIDE ATTIC VENTILATION PERCBC REQUIREMENTS


HIP

HIP

HIP

HIP

HIP

HIP

RIDG

E

VALLEY


RIDG

E RIDG

E

HIP

HIP

HIP

HIP


HIP

VALLEY

HIP

HIP

HIP

HIP

HIP

VALLEY

VALLEY

VALLEY

VALLEY

HIP

HIP

HIP

RIDGE

HIP

HIP

TEL.

(209

) 639

-358

1

PIERS SHALL BE16" MIN. DIAMETERAND EXTEND 9' INTO BEDROCK

4X12 HDRU.O.N.

.

.

COLLECTOR DETAIL

.

........


CIV

IL E

NG

INE

ER

NE

W R

ES

IDE

NC

E

DATE

3718

MA

Y S

CH

OO

L R

OA

DLI

VE

RM

OR

E C

ALI

FOR

NIA

945

51







HE

ND

RIK

VA

N D

E P

OL

P.E

.

DRAWN BY

SHEET NO.

FAX

. (20

9) 6

39-3

581


STR

UC

TUR

AL

DE

TAIL

S

REVISIONS

225

LIV

ING

STO

N L

AN

E, S

TOC

KTO

N C

ALI

FOR

NIA

952

10

S3.2

3/4" PLYWOOD O/2x12" JOISTS @16" O.C.

3" CLR.

10X24 GRADE BM.W/4-#5 BARS &# 3 TIES @ 18" O.C.

18" M

IN.

EXT. TYPICAL:7/8" CEMENT PLASTER3-COAT APPLICATIONW/METAL LATHE O/2 LAYERS TYPE"D"PAPER O/ 1/2 PLYWOOD

BUILDING EXTERIORWALL

METAL STUCCO WEEP SCREED

STUCCO WEEP SCREED. DETAIL

DBL. STUDS FOR OPEN'G 4'-0" WIDE ANDGREATER

WALL FRAMING DETAIL

EXT WALL GRADE BM. DETAIL

USE 2-LAYERS OFGRADE "D" PAPERUNDER EXT. STUCCOWALLS (TYP).

8"

3X P.T. SILL W/ 5/8" X12" A.B. PER PLANW/3"X3" X.229" WASHER


2X CRIPPLE W/16d@8" C.C.TO STUD

2-30d EA. END

OPEN'G

2X SILL

20d @6"C.C. TO WOOD FLOOR

D D

D=6d FOR #2 TO #7 D=8d FOR #5 TO #9

HOLES IN JOISTS & STUDS

D/2

D/2

INC

HE

S

1

1

2D/SPAN MAX.

NO HOLESAT CENTER

NOTE:1 DOUBLING THE SIZE OF THE MEMBER REQUIRED WILL ALLOW TWICE THE HOLE SIZE SHOWN ABOVE2. STUDS MAY NOT BE NOTCHED IN ANY CASE

HOLES ARE ALLOWED IN THESE AREAS ONLY 4'-0" LAP MIN.

14-16d @3" C.C.

16d @12" O.C.

16d @12" O.C.

16d @18" O.C.

TYP. CONC. FTG. INTERSECTION

TYPICAL HOOKS

TYP. REINF BAR HOOKS

REBAR

CORNERTEE

REBARNOTE:ALL REBAR SPLICES SHALLBE MIN. 32 BARDIA. OR 20" MIN.

TYPICAL STUD WALL CONNECTION

EDGE NAIL

PLYWD. SHT'G

EDGE NAIL

AT INTERSECTIONS

AT CORNERS

16d @12" O.C.

STUD WALLTYP.

PLYWD. SHT'G

4X4 OR 2-2X4NAILED TOGETHER

SIMPSON PC TO SUIT

SIMPSONTO SUIT

SIMPSON STRAP TIE

WOOD POST PER PLAN

BEAM OF GIRDERSEE FRAMING PLAN


3" CLR.

18" M

IN.

8"


5" CONC. SLAB W/ W/ #4 BARS @ 18" O.C. O/ 10 MIL VISQUEEN O/ 4" CRUSHED ROCK


5" CONC. SLAB W/ W/ #4 BARS @ 18" O.C. O/ 10 MIL VISQUEEN O/ 4" CRUSHED ROCK P.T. SILL W/

A.B. PER PLAN

3/4" /(E) SUB FL.W/NAILING PERSCHEDULE

2X4 STUDS 16: O.C.

WALL PLATE DETAIL

16d @ 8" O.C. FACE NAILSSHALL BE PROVIDED ALONG FULL LENGTH OF ANY SHEAR WALLTYP. U.O.N.

UPPER & LOWER PLATES

PROVIDE STRAP TIEWHERE DISCONTINUITYOCCURS

2X STUDS IMEDIATELYBELOW PLATE SPLICETYP.

3'-0"SPLICE

2X FRAMING PER PLAN





GRADE BM.@ GARAGE SLAB



16'-0"EQ.

EQ. EQ.

EQ

8"

3" CLR.



2X6 STUDS @ 16"O.C. TYP

8" M

IN.

GIRDER / BEAM DETAIL



7/8" STUCCO O/5/8" FIRE BOARD

7/8" STUCCO O/5/8" FIRE BOARD

2X RAFTERSPER PLAN

ROOFING MATEIAL PER PLAN O/MOISTURE BARRIER O/1/2" CDX PLYWOOD O/2X FRAMING PER PLAN

FIN. GRADE

6" M

IN


ROOF EAVE DETAIL @BALCONEY

2X FRAMING PER PLAN

TRUSS CLIPSIMPSON STC

2X BLOCKINGBTWN. TRUSSES(TYP)

15 16 17

ROOF EAVE DETAIL (TYP)


S.W. PER PLAN

2X FRAMING PER PLAN

2X BLOCING W/VENT AS REQ.

8"

INTERIOR GRADE BM. DETAIL

9 10


SIMPSON A-35@ 32" O.C.

2X RAFTERS PER PLAN

CL'NG JOISTSPER PLAN

10d @ 4"O.C.

16d @ 6"0.C.S.W. PER SCHED.SEE PLAN

S.W. PER SCHED.SEE PLAN

21 22 23 24

SLOT FLR.SHEATH'GAS REQ.

3

RIDGEPER PLAN

8"

1/2" CDX PLYWOODO/ROOF TRUSSES@ 24" O.C.

6" STUCCO COATEDFOAM MOULDING


3" CLR.

SLOT FLR.SHEATH'GAS REQ.

SOLE PLATEFLR. LINE

ST OR MST AT SHEARWALL END-SEE PLAN

PLYWD. SHEAR WALLBETWEEN 4X POSTSPER PLAN & SWS TYP.

HD OR HDA ATSHEARWALL ENDTYP.

HOLDOWN / STRAP TIE @ FLOOR

2X8 FACIA TRIMTYP


INTERIOR GRADE BM. DETAILEXT WALL GRADE BM. DETAIL

TOP PLATES

P.T. SILL W/ A.B. PER PLAN

SIMPSON A-35@ 16" O.C.


TRUSS CHORD

2X4 STUD WALLTYP

INTERIOR WALL @ TRUSS DETAIL

2X BLOCK W/2" DIA.VENT HOLES

W/ DOWNSPOUTS

2X4

ROOF DETAIL


3

3" CLR.

6" M

IN


CALIFORNIA ROOF DETAIL

7 8

GALV. GUTTER


S.W. PER PLAN

2X FRAMING PER PLAN

BEAM PER PLAN

1/2" PLYWDSHEATHING

2X CEILING JOISTSPER PLAN

18" M

IN.

11 12

PLYWD. SHEAR WALLBETWEEN 4X POSTSPER PLAN & SWS TYP.

HD OR HDA ATSHEARWALL ENDTYP.

SEE FND. PLAN FORHOLD DOWN TO CONC.FTG. AT LOWER END

TOP PLATES

19 20

36" OVERHANG

SEE DTL. 30/S3.2FOR DETAILINFORMATION

3" CLR.



E.N.

E.N.

2X TRUSS

8d@ 6"O.C.

1314

2X8 FACIA TRIMTYP

6" STUCCO COATEDFOAM MOULDING

18" M

IN.

8"

3/4" PLYWOOD O/2x12" JOISTS @16" O.C. 2X FRAMING

PER PLAN

27 28 29 30

GALV. GUTTER




3X P.T. SILL W/ 5/8" X12" A.B. PER PLANW/3"X3" X.229" WASHER






26

2X FRAMING PER PLAN

P.T. SILL W/ A.B. PER PLAN

3" CLR.

18" M

IN.

8"

6

CONC.FOUNDATION

FL. JOISTS

PT. PL.

HOLDOWN / STRAP TIE @ FOUNDATION

3" CLR.

18" M

IN.

8"

2X BLOCK W/2" DIA.VENT HOLES

2X4


FIN. GRADE

36" OVERHANG

SHEARWALL TO ROOF

SOLE PLATEFLR. LINE

ST OR MST AT SHEARWALL END-SEE PLAN

3" CLR.

18" M

IN.

18" M

IN.

8"

INTERIOR WALL @ TRUSS DETAIL

TRUSS CLIPSIMPSON STC

2X4 STUD WALLTYP

25

4 5

P.T. SILL W/ A.B. PER PLAN 2X FRAMING

PER PLAN

CLAY TILE ROOFING O/MOISTUREBARRIER O/1/2 CDX PLYWD. DECK

CLAY TILE ROOFING O/MOISTUREBARRIER O/1/2 CDX PLYWD. DECK

W/ DOWNSPOUTS

7 B

OLT

DIA

.M

IN. T

YP.

W

1/6 SPAN 1/6 SPAN

D

W

4X BLOCKING

SIMPSON MST STRAPPER PLAN

SIMPSON BC PER PLAN

12d

4d 2 1/2" MIN.

W/2W/2

W/3 MAX

MST STRAP PER PLAN@ SPLICE

CDX PLYWD. TYP. U.O.N.

COLLECTOR

2 X STUDS

SHEAR CONNECTORSPER SW. SCHEDULE

BEAM / HEADER DETAIL

BLKG & JOIST NOT SHOWN FOR CLARITY

ST. STRAP TIE

FLUSH BM.

TOP PLATES OFWALL

2X STUDS (TYP)

DROPPED BM.OR HEADER

TYPICAL POST @ FLOOR DETAIL

POST PER PLANSIMPSON CC CAP W/(ROTATED BOTTOMSTRAP)

HDR. OR BM.

POST TO FOUNDATIONW/SIMPSON ANCHOR

FLOOR

MB

EQ

.E

Q.

18

EQ

.

GARAGE INT.EXT. PAVING

NO VENTSALLOWED

EQ

.

CR

IPP

LE W

ALL

NO VENTSALLOWED

7/8" STUCCO(TYP) 7/8" STUCCO

(TYP)

PIER & GRADE BM. @ GARAGE

4" CONCSLAB W/ #4 @ 16" O.C.

PROVIDE A GAPFOR TRUSS DELECTION

PROVIDE GAP FOR TRUSS DEFLECTION

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