ELECTRICAL TRENCH UNDERGROUND LINE

(N) SITE PLANSCALE: 1/8" = 1'-0"

A1.1

(N) S

ITE

PLAN

&D

OO

RS,

WIN

DO

WS

SCH

EDU

LENOTE: NORTH ROTATED

NEW FIRST FLOOR HABITABLE SPACE

NEW SECOND FLOOR HABITABLE SPACE

NEW GARAGE SPACE

NEW PORCH & BALCONY (UNCOUNTED)

PROPERTY LINE

(N) WATER METER

(N) GAS METER

(N) ELECTRICAL PANEL & METER UNDERGROUND SERVICE LINE

57.4

8'

65.00'

60.00'

FENCE

FENCE

FENCE

FENCE

LAWN

4" CONC. DRIVEWAY OVER 6" CRASHED ROCKS - TYP.

LIGHT POST

LAWN

LAWN

3.00'

WALK WAY

25'-0

"

43'-7

"

30'-0

"

5'-4"

LAWN

9'-0"

WINDOW SCHEDULENO. SIZE TYPE GLASS SPEC SILL HEIGHT REMARKS

FIRST FLOORA 5'-0" x 2'-6" FIXED GLASS DUAL PANE MILGARD LOW-E ABOVE DOOR NEWB 2'-0" x 5'-0" SINGLE HUNG DUAL PANE MILGARD LOW-E 2'-4" AFF NEWC 2'-0" x 2'-0" FIXED GLASS DUAL PANE MILGARD LOW-E ABOVE B NEWD 4'-0" x 5'-0" FIXED GLASS DUAL PANE MILGARD LOW-E 2'-4" AFF NEWE 4'-0" x 2'-0" FIXED GLASS DUAL PANE MILGARD LOW-E ABOVE D NEWF 2'-0" x 5'-0" SINGLE HUNG DUAL PANE MILGARD LOW-E 2'-4" AFF NEWG 2'-0" x 2'-0" FIXED GLASS DUAL PANE MILGARD LOW-E ABOVE F NEWH 3'-0" x 5'-0" SINGLE HUNG DUAL PANE MILGARD LOW-E 2'-4" AFF NEWI 3'-0" x 2'-0" FIXED GLASS DUAL PANE MILGARD LOW-E ABOVE H NEWJ 6'-0" x 5'-0" HORIZONTAL SLIDER DUAL PANE MILGARD LOW-E 2'-4" AFF NEWK 5'-0" x 4'-0" GARDEN WINDOW DUAL PANE MILGARD LOW-E 3'-4" AFF NEWL 9'-0" x 5'-0" SINGLE HUNG DUAL PANE MILGARD LOW-E 2'-4" AFF NEWM 6'-0" x 5'-0" HORIZONTAL SLIDER DUAL PANE MILGARD LOW-E 2'-4" AFF NEWN 6'-0" x 5'-0" HORIZONTAL SLIDER DUAL PANE MILGARD LOW-E 2'-4" AFF NEW

SECOND FLOORO 5'-0" x 5'-0" HORIZONTAL SLIDER DUAL PANE MILGARD LOW-E 2'-10" AFF NEWP 3'-0" x 5'-0" SINGLE HUNG DUAL PANE MILGARD LOW-E 2'-4" AFF NEWQ 3'-0" x 3'-0" HORIZONTAL SLIDER DUAL PANE, TEMPERED MILGARD LOW-E 4'-4" AFF NEWR 4'-0" x 4'-0" HORIZONTAL SLIDER DUAL PANE, TEMPERED MILGARD LOW-E 3'-4" AFF NEWS 6'-0" x 5'-0" HORIZONTAL SLIDER DUAL PANE MILGARD LOW-E 2'-4" AFF NEWT 6'-0" x 5'-0" HORIZONTAL SLIDER DUAL PANE MILGARD LOW-E 2'-4" AFF NEWU 3'-0" x 3'-0" HORIZONTAL SLIDER DUAL PANE, TEMPERED MILGARD LOW-E 4'-4" AFF NEWV 6'-0" x 5'-0" HORIZONTAL SLIDER DUAL PANE MILGARD LOW-E 2'-4" AFF NEWWXYZ

DOOR SCHEDULENO. SIZE THK TYPE GLASS FINISH HARDWARE REMARKS

FIRST FLOOR1 15'-0" X 6'-8" 1 3/4" SECTIONAL GARAGE DOOR PRIME & PAINT AUTOMATIC GARAGE OPENER WEATER STRIPING2 5'-0" X 8'-0" 1 3/4" PAIR OF SOLID CORE PRIME & PAINT SCHLAGE ENTRY SET WEATER STRIPING

3 2'-6" X 6'-8" 1 3/4" WOOD SOLID CORE PRIME & PAINT AUTOMATIC CLOSING DEVICE WEATER STRIPING, 20-MIN RATED, TIGHT-FITTING

4 2'-0" X 6'-8" 1 3/4" WOOD SOLID CORE PRIME & PAINT SCHLAGE PASSAGE SET NEW5 2'-8" X 6'-8" 1 3/4" WOOD SOLID CORE PRIME & PAINT SCHLAGE SECURITY SET WEATER STRIPING6 2'-0" X 6'-8" 1 3/8" WOOD PANEL PRIME & PAINT SCHILAGE PRIVACY SET WEATER STRIPING7 5'-0" X 7'-6" 1 3/8" BI-FOLD BI-PART OF WOOD PANEL PRIME & PAINT SCHILAGE PRIVACY SET NEW8 6'-0" X 7'-6" 1 3/8" PAIR OF CLOSET SLIDER PRIME & PAINT SCHLAGE PASSAGE SET NEW9 6'-0" X 7'-6" 1 3/8" PAIR OF CLOSET SLIDER PRIME & PAINT SCHLAGE PASSAGE SET NEW

10 5'-0" X 7'-6" 1 3/8" BI-FOLD BI-PART OF WOOD PANEL PRIME & PAINT SCHILAGE PRIVACY SET NEW11 2'-6" X 7'-6" 1 3/8" WOOD PANEL PRIME & PAINT SCHILAGE PRIVACY SET NEW12 2'-0" X 6'-8" 1 3/8" WOOD PANEL PRIME & PAINT SCHLAGE PASSAGE SET NEW13 2'-6" X 7'-6" 1 3/8" WOOD PANEL PRIME & PAINT SCHILAGE PRIVACY SET NEW14 2'-6" X 7'-6" 1 3/8" WOOD POCKET PRIME & PAINT SCHLAGE PASSAGE SET NEW15 6'-0" X 7'-6" 1 3/4" PAIR OF PATIO SLIDER TEMPERED SCHILAGE PRIVACY SET NEW

SECOND FLOOR16 2'-8" X 7'-6" 1 3/8" WOOD PANEL PRIME & PAINT SCHILAGE PRIVACY SET NEW17 6'-0" X 7'-6" 1 3/8" PAIR OF CLOSET SLIDER PRIME & PAINT SCHLAGE PASSAGE SET NEW18 2'-6" X 7'-6" 1 3/8" WOOD PANEL PRIME & PAINT SCHILAGE PRIVACY SET NEW19 2'-6" X 7'-6" 1 3/8" WOOD POCKET PRIME & PAINT SCHILAGE PRIVACY SET NEW20 2'-4" X 7'-6" 1 3/8" WOOD POCKET PRIME & PAINT SCHILAGE PRIVACY SET NEW21 2'-4" X 7'-6" 1 3/8" WOOD POCKET PRIME & PAINT SCHILAGE PRIVACY SET NEW22 5'-0" X 7'-6" 1 3/8" BI-FOLD BI-PART OF WOOD PANEL PRIME & PAINT SCHILAGE PRIVACY SET NEW23 2'-8" X 7'-6" 1 3/8" WOOD PANEL PRIME & PAINT SCHILAGE PRIVACY SET NEW24 6'-0" X 7'-6" 1 3/8" PAIR OF CLOSET SLIDER PRIME & PAINT SCHLAGE PASSAGE SET NEW25 2'-6" X 7'-6" 1 3/8" WOOD POCKET PRIME & PAINT SCHLAGE PASSAGE SET NEW26 5'-0" X 7'-6" 1 3/8" BI-FOLD BI-PART OF WOOD PANEL PRIME & PAINT SCHILAGE PRIVACY SET NEW27 6'-0" X 7'-6" 1 3/8" PAIR OF CLOSET SLIDER PRIME & PAINT SCHLAGE PASSAGE SET NEW28 8'-0" X 7'-6" 1 3/4" PAIR OF PATIO SLIDER TEMPERED SCHILAGE PRIVACY SET NEW

SCOPE OF WORK:

1) DEMOLISH EXISTING WHOLE HOUSE2) BUILD UP NEW HOUSE3) NEW ELECTRICAL SERVICE (POWER, PHONE AND.OR CABLE) SHALL BE UNDERGROUNDED4) GAS METER AND WATER METER SHALL BE RELOCATED

10'-6"

13'-5"

(E) WATER METER

(E) GAS METER

GAS TREBCH LINE

PLUMBING TREBCH LINE

10'-3"

(N) PROPERTY LINE

(E) PROPERTY LINE (Center-Line of Elam Ave.)

FRONT SETBACK

(N) SPRINKLER SHUT OFF VALVE

16" HOLLY TREE14" GUAVA TREE

18" PINE TREE

16" REDBUD TREE

134.

65'

76.9

6'

60.00'

ELAM AVE.

6'-9"

14'-11"

SEWER LINE

NOTE:ALL NEW AND EXISTING UTILITIES SHALL BE PLACED UNDERGROUND WITH NO EXCEPTION.

AIR CONDITIONING UNIT

4

4

4

04-08-2013

0408

1. PRELIMINARY SET

07-25-13

SHEET N°

JOB Nº

DATE

REVISIONS DATE



PLA

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F N

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8

2. PERMIT SET



04-08-13


A P

N 4

0 3

- 1

0 - 0

2 6


3

A2.0

FIR

ST F

LOO

R P

LAN

&D

ETAI

LS

INTERIOR FINISHES:

FLOOR:ALL BATHROOMS & KITCHEN TO BE MASONRY TILE OR NATURAL STONE, COLOR & STYLE T.B.D. BY THE OWNER.ALL OTHER AREAS TO BE WOOD FLOORING, COLOR, PATTERN & MATERIAL T.B.D. BY THE OWNER.

WALL & CEILING:BASE & FINISH COAT OVER PRIMER ON 1/2" GYPSUM WALL BOARD TAPED & SANDED, COLOR & TEXTURE T.B.D. BY THE OWNER.

REFERENCE NOTES:

ALL SURFACES SUBJECT TO WATERSPLASH SHALL HAVE WATER RESISTANT SURFACES, SUCH AS TILE. PROTECT FRAMING WITH BARRIER SUCH AS H.M. FELT OF EQUAL

7

6

5

4

3

2

1

PROVIDE EXHAUST & COMBUSTION AIR VENT PER U.M.C.

FURNACE & WATER HEATER SHALL BE STRAP TO WALL & PLACE ON A PLATFORM 18" MIN. ABOVE GARAGE FINISH FLOOR

WARDROBE SHELF & POLE UNIT, POLE UP 5'-6" ABOVE FINISH FLOOR ELEV.

8

9 EGRESS WINDOW PER CBC SECTION 1026

APPROVED EXHAUST FAN, 80 CFM,5 AIR-CHANGES/HOUR MIN. DUCT TOEXTERIOR PER U.M.C.

10

11

12

13

GLASS SHOWER ENCLOSURE SHALL BE SAFTY GLAZED14

BATTERY POWERED SMOKE DETECTOR OR CARBON-MONOXIDE ALARM

HIGH EFFICACY LIGHT FIXTURE OR W/ OCCUPANT SENSOR READILY ACCESSIBLE

ATTIC ACCESS PER CBC SECTION 1209.220"X30" & PROVIDE MIN. 30" OF UNOBSTRUCTED HEADROOM ABOVE ACCESS OPENING

UNDER-FLOOR ACCESS 18"X24" PER CBC SECTION 1209.1

1 1/2" Ø HANDRAIL UP 34"-38" ABOVE NOSE OF TREAD, 1 1/2" CLR FROM WALL. RETURN ENDS TO WALL & PROVIDE EXTENSIONS PER CBC SECTION 1012

HARD-WIRED SMOKE DETECTOR OR CARBON-MONOXIDE ALARM BACKUP BATTERY TO BE INSTALLED PER CBC SECTION 907.2.10.1.2

36" HIGH GUARDRAIL TYP. & COMPLY W/ CBC SECTION 1013.3

UNDER-FLOOR AREA VENTILATION CALCULATION:

TOTAL FIRST HOUSE ROOM UNDER-FLOOR AREA: 1,880.10 SQ. FT.VENTILATION AREA REQUIRED: 1,880.10 / 150 = 1,804.90 SQ. IN.SUBTOTAL AREA OF VENTS: 5" X 14" X 26 = 1,820 SQ. IN. > 1,804.90 SQ. IN.

NOTE: PROVIDE 5" X 14" UNDER-FLOOR VENTILATION OPENING @ 48" O.C. COVERED W/ CORROSION-RESISTANT WIRE MESH W/ MESH OPENING OF 1/4" IN DIMENSION TYP

NOTE: NORTH ROTATED

NOTE:INSTALL R13 BATT. INSULATION IN EXTERIOR WALLS INSTALL R30 BATT. INSULATION IN ATTIC AND ROOFINGINSTALL R19 BATT. INSULATION IN FLOOR.

WINDOWS & GLASS DOORS SHALL HAVE MAX. U VALUE OF 0.39/0.37

0 5 7 9 11 13 15 17 19 21 FTFIRST FLOOR PLANSCALE: 1/4" = 1'-0"

REFR

LAUNDRY ROOM

HALLWAY

STAIRS

UP

21'-1"

W

H.W. FURN

SHWR

D.W.

9'-0" 13'-0"

15'-0"

D

20'-3

"25'-2"

18'-8"

15'-8

"

14'-5

"20

'-6"

11'-0

"

11'-0

"

10'-7"

5'-0

"

44'-0"

13'-1"

7'-9"

V.

21'-1"

CLO.CLO.

1

2

5

6

4

7

8

9

10

11

A

C

B

K

D EF

G

H

I

J

12

L

M

C-

A-

B-

2

4

43

13

14

8

1211

10

10

10

13

13

13

13

14

AA

5.0

BA5.0

BA5.0

7'-0"CONC. LANDING & STEPS

6'-0

"

TYP.

TYP.

TYP.

1

1

66

9

9

N

15

GAS METER

ELECTRICAL PANEL& METER

EQ.

1'-0

"10'-5

"

3'-6"

3'-6"

CENTER VACUUM CLEANING

GARAGECLG: 9'-0"

LEGEND:(N) WALLS

ONE-HOUR RATED WALL

SOUND INSULATION WALL

65'-3

"

6'-1"

4'-6

"4'

-11"

2'-5

"

2'-0

"

SPRINKLER SHUT OFF VALVEINTO THE WALL

3'-0

"

4'-6"

EQ.

3'-0

"1'

-0"

51'-1

0"

NOOKCLG: 9'-0"

LIVING ROOMCLG: 13'-0"

9'-0

"

FAMILY ROOMCLG: 9'-0"

KITCHENCLG: 9'-0"

DINING ROOMCLG: 9'-0"

GUEST BEDROOMCLG: 9'-0"

OFFICE ROOMCLG: 9'-0"

4TH BATH

CLG: 13'-0"PORCH

DN

CONC. LANDING & STEPS

6'-9" 1'-6"9"

AA

5.0

1'-6"

1'-6

"

1'-6

"

1'-0"

DN1'-0

"

4

CAP FROM 2X6EASE EDGES

2X4 NAILER2X2 @ 5-1/2" O.C.4" MAX. SPACE BETWEENPICKETS

4X4 POST@48" MAX. O.C.

1/2"Ø M.B. TO JOIST OR BLOCKING, BOLTS CAN BE COUNTER-SINKED.

SOLID BLOCKINGWHERE POSTS

2X4 NAILER

4" M

AX.

3/4" CDX SUB-FLOOR

JOIST OR STRINGER

3'-0

" MIN

.

STUD WALL

1 1/

2"1

1/2"

DETAIL - GUARDRAIL TYP.SCALE: 3/4" = 1'-0"B

34"-

38" H

IGH

10" MIN.

8" M

AX.

23/32" CD-X PLY

STRINGERS S.S.D.

1-1/2" Ø HANDRAIL,1-1/2" CLEAR FROM WALL. RETURN RAIL TO WALL @ ENDS

DETAIL - HANDRAIL TYP.A

1 1/2"

5-1/

4" M

IN.

2X12 DF#1 EVENLYSPACED

C DETAIL - 1-HR RATED WALL TYP.SCALE: 3/4"=1'-0"

NOTE:FOR ALL OF THE CONSTRUCTION WITH GYPSUM WALLBOARD, THE JOINTS ON THE FACE LAYER ARE REINFORCED AND THE ENTIRE SURFACE IS COVERED WITH A MINIMUM OF 1/16" GYPSUM VENEER PLASTER.

5/8" TYPE "X" GYM. BD.W/ 6d COOLER OR WALL BOAD NAILS@ 7" O.C. W/ END JOINTS ON NAILINGMEMBERS, STAGGER JOINTS EACH SIDE.

2X4 OR 2X6 STUDS @ 16" O.C. & S.S.D.

R13 BATT INSULATION IN WALLS BETWEEN UNITS & IN EXTERIOR WALLS.

04-08-2013

0408

1. PRELIMINARY SET

07-25-13

SHEET N°

JOB Nº

DATE

REVISIONS DATE



PLA

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2. PERMIT SET



04-08-13


A P

N 4

0 3

- 1

0 - 0

2 6


A2.1

SEC

ON

D F

LOO

R &

FIR

ST R

OO

F PL

AN

0 5 7 9 11 13 15 17 19 21 FT

SECOND FLOOR & FIRST ROOF PLANSCALE: 1/4" = 1'-0"

WHIRLPOOL

SHWR

MS. BATHROOM

STAIRS

3RD BATH

2ND BATH

12'-0

"9'

-6"

5'-5"

11'-1"19'-2"

15'-2

"

3'-6"

14'-2"

10'-2

"

5'-0

"7'

-7"

6'-7

"

UP

ROOF VENTILATION CALCULATION:

1, TOTAL GARAGE ATTIC AREA: 470.82 SQ. FT. TOTAL VENTILATION AREA REQUIRED: 470.82 SQ.FT. / 300 = 226.0 SQ. IN. TOTAL AREA OF DORMER 50 SQ.IN. VENT = 50 X 3 = 150 SQ. IN. > 113.0 SQ. IN. TOTAL AREA OF EAVE VENTS: 36 X 3.14 = 113.1 SQ. IN. > 113.0 SQ. IN.

2, TOTAL SECOND ROOM AREA: 1,369.74 SQ. FT. TOTAL VENTILATION AREA REQUIRED: 1,369.74 SQ.FT. / 300 = 675.48 SQ. IN. TOTAL AREA OF DORMER 50 SQ.IN. VENT = 50 X 7 = 350 SQ. IN. > 328.74 SQ. IN. TOTAL AREA OF EAVE VENTS: 105 X 3.14 = 329.70 SQ. IN. > 328.74 SQ. IN.

NOTE: PROVIDE 2" ALUMINUM LOUVER EAVE VENTS @ 24" O.C. OR ONE (1) PER RAFTER BAY TYP.

INTERIOR FINISHES:FLOOR:ALL BATHROOMS & KITCHEN TO BE MASONRY TILE OR NATURAL STONE, COLOR & STYLE T.B.D. BY THE OWNER.ALL OTHER AREAS TO BE WOOD FLOORING, COLOR, PATTERN & MATERIAL T.B.D. BY THE OWNER.


NOTE: NORTH ROTATED

2'-0

"

50 SQ. IN. DORMER ATTIC VENT TYP.

5/12

5/125/12 5/12

CLO. CLO.

CLO. CLO.

CLO.

LIGHTWEIGHT CONC. ROOFINGTYP.

LEGEND:(N) WALLS

ONE-HOUR RATED WALL


24

25

1617

18

19

20 21

22 23

O

P

Q

R

S T

U

V

2

2

2

26

7

MECH. CHASE

1211

10

1010

1010

13

13

13 13

13

13

13

13

14

14

14

BA5.0

BA5.0

A -

TYP.

B-TYP.

5/12

C - TYP.

GUTTER & DOWNSPROUTTYP.

GUTTER & DOWNSPROUT TYP.

1

1

1

6

6 6

6 6

9

9 9

9

REFERENCE NOTES:

ALL SURFACES SUBJECT TO WATERSPLASH SHALL HAVE WATER RESISTANT SURFACES, SUCH AS TILE. PROTECT FRAMING WITH BARRIER SUCH AS H.M. FELT OF EQUAL

7

6

5

4

3

2

1

PROVIDE EXHAUST & COMBUSTION AIR VENT PER U.M.C.

FURNACE & WATER HEATER SHALL BE STRAP TO WALL & PLACE ON A PLATFORM 18" MIN. ABOVE GARAGE FINISH FLOOR

WARDROBE SHELF & POLE UNIT, POLE UP 5'-6" ABOVE FINISH FLOOR ELEV.

8

9 EGRESS WINDOW PER CBC SECTION 1026

APPROVED EXHAUST FAN, 80 CFM,5 AIR-CHANGES/HOUR MIN. DUCT TOEXTERIOR PER U.M.C.

10

11

12

13

GLASS SHOWER ENCLOSURE SHALL BE SAFTY GLAZED14

BATTERY POWERED SMOKE DETECTOR OR CARBON-MONOXIDE ALARM

HIGH EFFICACY LIGHT FIXTURE OR W/ OCCUPANT SENSOR READILY ACCESSIBLE

ATTIC ACCESS PER CBC SECTION 1209.220"X30" & PROVIDE MIN. 30" OF UNOBSTRUCTED HEADROOM ABOVE ACCESS OPENING

UNDER-FLOOR ACCESS 18"X24" PER CBC SECTION 1209.1

1 1/2" Ø HANDRAIL UP 34"-38" ABOVE NOSE OF TREAD, 1 1/2" CLR FROM WALL. RETURN ENDS TO WALL & PROVIDE EXTENSIONS PER CBC SECTION 1012

HARD-WIRED SMOKE DETECTOR OR CARBON-MONOXIDE ALARM BACKUP BATTERY TO BE INSTALLED PER CBC SECTION 907.2.10.1.2

36" HIGH GUARDRAIL TYP. & COMPLY W/ CBC SECTION 1013.3

27

CA2.0

TYP.

4'-8"

8'-8

"

3'-6"

5/12

5/12

5/12

5/12



10'-7"

3'-0"

4'-3"

3'-1

1"

4'-0

"

4'-8"

PAN.

28

21'-1"

5'-1

1"

22'-0"

9'-0"

1'-6"

20'-6

"

51'-1

0"

AA

5.0

10'-0"

EQ. EQ.

65'-3

"

2'-5

"

15'-0"

3'-0

"

AA

5.0

DEN ROOMCLG: 9'-0"

3RD BEDROOMCLG: 9'-0"

MS. BEDROOMCLG: 9'-0"

2ND BEDROOMCLG: 9'-0"

EQ.EQ.

1'-6"

3'-0"

1'-6"

BALCONYCLG: 9'-0"

SHEATHINGEXTERIOR WALL COVERING

CAP RECEIVERCAP FLASHINGBASE FLASHINGCANT STRIP

ROOF SHINGLEROOF SHEATHINGCANT STRIP

8" T

O 1

2"

4" M

IN.

1" MIN. AIRSPACE

R30 BATT. INSULATION

A DETAIL - ROOF & WALL INTERSECTION TYP.SCALE: 3/4"=1'-0"

R13 BATT.INSULATION

15/32" CD-X PLY/OSB ROOFSHEATHING

2X6 ROOF RAFTER @ 24" O.C.

TJI FLOOR JST @ 16" O.C.1/2" SHEETROCK

1/2" SHEETROCK

2X4 STUDS @ 16" O.C.

B

STUCCO EXTERIOR WALL FINISH

15/32" CD-X PLY WALL SHEATING

LIGHT WEIGHT CONC. ROOF TILECLASS "B" OR BETTER

ROOFING UNDERLAYMENT

DETAIL - SHEAR TRANSFER TYP.SCALE: 3/4" = 1'-0"

3/4" T.&G. CD-X PLY FLOOR SHEATHING

8d DECK NAIL @ 6" O.C.

2X4 SOLE PLATE W/ 16d SILL NAIL @ 16" O.C. U.O.N.

2X BLOCKING

LSU262X8 LEDGER W/ (2) 16d

PER STUD

2X BLOCKING



METALFLASHING

TWO (2) LAYERS GRADE "D" BUILDING PAPER

TWO (2) LAYERS GRADE "D" BUILDING PAPER

1"

15/32"CDX ROOF SHEATHING

2X6 ROOF RAFTERS @ 24" O.C.

TJI JST @ 16" O.C.

1/2" SHEETROCK

1/2" SHEETROCK


DETAIL - EAVE FRAMAING @ KITCHENSCALE: 3/4" = 1'-0"C


15/32" CD-X PLY/OSB WALLSHEATHING

8d EDGE NAIL @ 6" O.C.

1'-6" MAX.



TWO (2) LAYERS GRADE "D"BUILDING PAPER

RBC OR A35 CLIP, SEE SHEAR PANEL SCHEDULE FOR SPACING

23/32" CD-X OR OSB FLOOR SHEATHING

A35 CLIP, SEE SHEAR PANEL SCHEDULE FOR SPACING

2X4 TOP PLATES


NOTE: 15/32" CD-X PLYWOOD WALL SHEATHING SHALL SPAN OVER FLOOR & WALL INTERSECTION.

2X BLK W/ 2"Ø ALUMINUM LOUVEREAVE VENT ONE PER BAY


H2.5 @ 24" O.C.

GUTTER

2X8 FASCIA

METALFLASHING TYP.

STUCCO SOFIT W/O CONT. VENT

2X4 @ 24" O.C.

1/2"CDX ROOF SHEATHING

ROOF TRUSSES @ 24" O.C.

GUTTER 2X CEILING TIE1/2" SHEETROCK

1/2" SHEETROCK


DETAIL - (N) EAVE TYP.SCALE: 3/4" = 1'-0"D


TYVEK HOMEWRAPMOISTURE BARRIER

3/8" CDX PLY WALL SHEATING

2X8 FASCIA

8d EDGE NAIL @ 6" O.C.


2X BLK W/ 2"Ø ALUMINUMLOUVER EAVE VENT ONE

PER BAY


METALFLASHING TYP.


H2.5 @ 24" O.C.

1'-6" MAX.

STUCCO SOFIT W/O CONT. VENT RBC OR A35 CLIP, SEE SHEAR PANEL SCHEDULE FOR SPACING

2X4 @ 24" O.C.

04-08-2013

0408

1. PRELIMINARY SET

07-25-13

SHEET N°

JOB Nº

DATE

REVISIONS DATE



PLA

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A

9 5

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04-08-13


A P

N 4

0 3

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0 - 0

2 6


A3.0

RO

OF

PLAN

& D

ETAI

LS

0 5 7 9 11 13 15 17 19 21 FT

ROOF PLANSCALE: 1/4" = 1'-0"

INTERIOR FINISHES:FLOOR:ALL BATHROOMS & KITCHEN TO BE MASONRY TILE OR NATURAL STONE, COLOR & STYLE T.B.D. BY THE OWNER.ALL OTHER AREAS TO BE WOOD FLOORING, COLOR, PATTERN & MATERIAL T.B.D. BY THE OWNER.


NOTE: NORTH ROTATED

LEGEND:(N) WALLS

ONE-HOUR RATED WALL




(N) 50 SQ. IN. DORMER ATTIC VENT TYP.

5/12

LIGHTWEIGHT CONC. ROOFING TYP.

LIGHTWEIGHT CONC. ROOFING TYP.

A-

TYP.

DA2.1

TYP.

50 SQ. IN. DORMER ATTIC VENT TYP.

LIGHTWEIGHT CONC. ROOFINGTYP.

BA5.0

BA5.0


GUTTER & DOWNSPROUT TYP.

5/12

5/12

22'-0"

65'-3

"

AA

5.0

5/125/12


5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/12

5/125/12

ROOF VENTILATION CALCULATION:

1, TOTAL GARAGE ATTIC AREA: 470.82 SQ. FT. TOTAL VENTILATION AREA REQUIRED: 470.82 SQ.FT. / 300 = 226.0 SQ. IN. TOTAL AREA OF DORMER 50 SQ.IN. VENT = 50 X 3 = 150 SQ. IN. > 113.0 SQ. IN. TOTAL AREA OF EAVE VENTS: 36 X 3.14 = 113.1 SQ. IN. > 113.0 SQ. IN.

2, TOTAL SECOND ROOM AREA: 1,369.74 SQ. FT. TOTAL VENTILATION AREA REQUIRED: 1,369.74 SQ.FT. / 300 = 675.48 SQ. IN. TOTAL AREA OF DORMER 50 SQ.IN. VENT = 50 X 7 = 350 SQ. IN. > 328.74 SQ. IN. TOTAL AREA OF EAVE VENTS: 105 X 3.14 = 329.70 SQ. IN. > 328.74 SQ. IN.

NOTE: PROVIDE 2" ALUMINUM LOUVER EAVE VENTS @ 24" O.C. OR ONE (1) PER RAFTER BAY TYP.

3'-0"

1'-6"

1'-6"

DETAIL - ROOF VALLEY TYP.SCALE: 3/4" = 1'-0"A

METAL VALLEY FLASHING PER CODE &MANUFACTURER'S SPECS

15/32" CDX ROOF SHEATHING

2X JACK RAFTER2X12 SLEEPER W/ (3) 16d TO

RAFTER BELOW

2X8 ROOF RAFTERS @ 24" O.C.

2X6 CEILING JST/TIE

ASPHALT ROOF SHINGLES CLASS "B" ORBETTER

15/32" CDX ROOF SHEATHING


H3 @ 48" O.C.2X BLK

TJI FLOOR JST @ 16" O.C.1/2" SHEETROCK

1/2" SHEETROCK


B DETAIL - SOUND INSULATED WALL TYP.SCALE: 3/4" = 1'-0"

23/32" T.&G. CD-X PLY/OSB FLOOR SHEATHING

8d DECK NAIL @ 6" O.C.

2X4 SOLE PLATE W/ 16d SILL NAIL @ 16" O.C.

2X BLOCKING


1/2" SHEETROCK

RESILIENT CHANNELS@ 24" MAX O.C.

5/8" SHEETROCK W/ 1" SCREWSNOTE: CAULK ALL GAPS & FINISH ALL JOINTS.

(STC-50/BBN-760903)

04-08-2013

0408

1. PRELIMINARY SET

07-25-13

SHEET N°

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REVISIONS DATE



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NR

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A M

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C A

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04-08-13


A P

N 4

0 3

- 1

0 - 0

2 6


A4.0

(N)

ELEV

ATIO

NS

(N, E

)

0579111315171921 FT(N) EAST / LEFT ELEVATIONSCALE: 1/4" = 1'-0"

0 5 7 9 11 13 15 17 19 21 FT

(N) NORTH / FRONT ELEVATIONSCALE: 1/4" = 1'-0"

STUCCO1284

BUILDING TOP LINE

14'-6

"

20'-6

"

27'-6

"

9'-4

"

3'-7

"

20'-6

"

27'-6

"

CULTURED STONE VENEER (Ledgestone SerriesDrystack Panel - Shasta) TYP.

W/ 22 GA. GALVANIZED SHEET METAL ANCHOR TIES(WITH A LIP OR HOOK ON EXTENDED LED ENGAGING

NO. 9 GA CONTINUOUS WIRE JOINTREINFORCEMENT) SPACED @ 24" O.C. MAX.

HORIZONTAL AND 16" O.C. MAX. VERTICAL. MIN. ONE(1) ANCHOR PER MAX. 2 SQ. FT.

STUCCO

STUCCOSTUCCO

GAS METER

ELECTRICAL PANEL& METER

14"X5" UNDER-FLOORVENTILATION OPENING

BUILDING TOP LINE

SPRINKLER SHUT OFF VALVEINTO THE WALL 9'

-4"

14'-6

" 20'-6

"

27'-6

"

20'-6

"

27'-6

"

STUCCO

STUCCO FINISH PAINTED, 7/8"W/ (3) COATS OVER METAL

LATH, OVER BUILDING WRAPKELLY MOORE

Body: 305 Ironwood. TYP.

LIGHTWEIGHT CONC. ROOFING (Estate - Staggered LHE 8715 Roanoke Blend) TYP.

CHIMNEY

PAINTED WOOD FASCIAKELLY MOORE

Trim: 27 Bone.TYP.

WOOD TRIM PAINTED - KELLY MOORE Trim: 27 Bone.TYP.

EYEBROW ATTIC VENT

4

(243

'-9"

+/-)

(249

'-9"

+/-) (2

56'-9

" +/

-)

2ND FLOOR CLG. 20'-8" +/-

10'-6" +/-

2ND FLOOR F.E. 11'-8" +/-

1ST FLOOR F. E. 1'-6" +/-

1ST FLOOR CLG.

0'-0" +/- (229'-3" +/-)

(230'-9" +/-)

(239'-9" +/-)

(240'-11" +/-)

(249'-11" +/-)

GRADE


10'-6" +/-

2ND FLOOR F.E. 11'-8" +/-

1ST FLOOR F. E. 1'-6" +/-

1ST FLOOR CLG.

0'-0" +/- (229'-3" +/-)

(230'-9" +/-)

(239'-9" +/-)

(240'-11" +/-)

(249'-11" +/-)

GRADE

(256

'-9"

+/-)

(249

'-9"

+/-)

(232

'-10"

+/-)(2

38'-7

" +/

-)


10'-6" +/-

2ND FLOOR F.E. 11'-8" +/-

1ST FLOOR F. E. 1'-6" +/-

1ST FLOOR CLG.

0'-0" +/- (229'-3" +/-)

(230'-9" +/-)

(239'-9" +/-)

(240'-11" +/-)

(249'-11" +/-)

GRADE


10'-6" +/-

2ND FLOOR F.E. 11'-8" +/-

1ST FLOOR F. E. 1'-6" +/-

1ST FLOOR CLG.

0'-0" +/- (229'-3" +/-)

(230'-9" +/-)

(239'-9" +/-)

(240'-11" +/-)

(249'-11" +/-)

GRADE

(256

'-9"

+/-)

(249

'-9"

+/-)

(243

'-9"

+/-)

(238

'-7"

+/-)

(256

'-9"

+/-)

(249

'-9"

+/-)

04-08-2013

0408

1. PRELIMINARY SET

07-25-13

SHEET N°

JOB Nº

DATE

REVISIONS DATE



PLA

N O

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NR

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04-08-13


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2 6


A4.1

(N)

ELEV

ATIO

NS

(S,

W)BUILDING TOP LINE

0 5 7 9 11 13 15 17 19 21 FT(N) WEST / RIGHT ELEVATIONSCALE: 1/4" = 1'-0"

STUCCO

STUCCO

STUCCO

STU

CC

O

0 5 7 9 11 13 15 17 19 21 FT

STUCCO

(N) SOUTH / REAR ELEVATIONSCALE: 1/4" = 1'-0"

BUILDING TOP LINE

9'-4

"

20'-6

"

27'-6

"

10'-4

"

14'-6

"20'-6

"

27'-6

"

10'-4

"

20'-6

"

27'-6

"

9'-4

"

14'-6

"20'-6

"

27'-6

"


10'-6" +/-

2ND FLOOR F.E. 11'-8" +/-

1ST FLOOR F. E. 1'-6" +/-

1ST FLOOR CLG.

0'-0" +/- (229'-3" +/-)

(230'-9" +/-)

(239'-9" +/-)

(240'-11" +/-)

(249'-11" +/-)

GRADE


10'-6" +/-

2ND FLOOR F.E. 11'-8" +/-

1ST FLOOR F. E. 1'-6" +/-

1ST FLOOR CLG.

0'-0" +/- (229'-3" +/-)

(230'-9" +/-)

(239'-9" +/-)

(240'-11" +/-)

(249'-11" +/-)

GRADE


10'-6" +/-

2ND FLOOR F.E. 11'-8" +/-

1ST FLOOR F. E. 1'-6" +/-

1ST FLOOR CLG.

0'-0" +/- (229'-3" +/-)

(230'-9" +/-)

(239'-9" +/-)

(240'-11" +/-)

(249'-11" +/-)

GRADE


10'-6" +/-

2ND FLOOR F.E. 11'-8" +/-

1ST FLOOR F. E. 1'-6" +/-

1ST FLOOR CLG.

0'-0" +/- (229'-3" +/-)

(230'-9" +/-)

(239'-9" +/-)

(240'-11" +/-)

(249'-11" +/-)

GRADE

20'-8" +/-

(256

'-9"

+/-)

(249

'-9"

+/-)

(243

'-9"

+/-)

(238

'-7"

+/-)

(256

'-9"

+/-)

(249

'-9"

+/-)

(239

'-7"

+/-)

(256

'-9"

+/-)

(249

'-9"

+/-)

(239

'-7"

+/-)

(238

'-7"

+/-)

(243

'-9"

+/-)

(256

'-9"

+/-)

(249

'-9"

+/-)

04-08-2013

0408

1. PRELIMINARY SET

07-25-13

SHEET N°

JOB Nº

DATE

REVISIONS DATE



PLA

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Make sure portable toilets are in good working order. Check frequently for leaks.

Cover and maintain dumpsters. Check frequently for leaks. Place dumpsters under roofs or cover with tarps or plastic sheeting secured around the outside of the dumpster. Never clean a dumpster by hosing it down on the construction site.

Never hose down "dirty" pavement or surfaces where materials have spilled. Use dry cleanup methods whenever possible. If you must use water, use just enough to keep the dust down.

Clean up leaks, drips, and other spills immediately so they do not contaminate soil or groundwater or leave residue on paved surfaces.

Keep pollutants off exposed surfaces. Place trash cans and recycling receptacles around the site to minimize litter.

Keep materials out of the rain- prevent runoff contamination at the source. Cover exposed piles of soil of construction materials with plastic sheeting or temporary roofs. Before it rains, sweep and remove materials from surfaces that drain to storm drains, creeks, or channels.

Designate one area of the site for auto parking, vehicle refueling, and routine equipment maintenance. The designated area should be well away from streams or storm drain inlets, and bermed if necessary. Make major repairs off site.

WHAT CAN YOU DO?

Construction industry

BEST MANAGEMENT PRACTICES FOR THE:

GENERAL CONSTRUCTION AND SITE SUPERVISION

SANTA CLARA VALLEY NONPOINT SOURCE POLLUTION CONTROL PROGRAMBEST MANAGEMENT PRACTICES FOR THE CONSTRUCTION INDUSTRY.

Blueprint for a Clean Bay

Many landscaping activities decompose soils and increase the likelihood that earth and garden chemicals will runoff into the storm drains during irrigation or when it rains. Swimming pool water containing chlorine and copper-based algaecides should never be discharged to storm drains. These chemicals are toxic to aquatic life.

STORM DRAIN POLLUTION FROM LANDSCAPINGAND SWIMMING POOL MAINTENANCE

Collect lawn and garden clippings, pruning waste, and tree trimmings. Chip if necessary, and compost.

Use up pesticides. Rinse containers, and use rinse water as product. Dispose of rinsed containers in the trash.

LANDSCAPING/GARDEN MAINTENANCE

Never wash excess material from exposed aggregate concrete or similar treatments into a street or storm drain. Collect and recycle, or dispose to dirt area.

Road Crews Driveway/sidewalk/parking lot construction crews Seal coat contractors Operators of: grading equipment paving machines dump trucks concrete mixers Construction inspectors General contractors Developers

Bulldozers, backhoe, and grading machine operators Dump truck drivers Site supervisors General contractors Home builders Developers

Soil excavation and grading operations loosen large amounts of soil that can flow or blow into storm drains if handled improperly. Soil erodes due to a combination of decreased soil stability, increased runoff, and increased flow velocity. Some of the most effective erosion control practices reduce the amount of runoff crossing a site and slow the flow with check dams or roughened ground surfaces.

STORM DRAIN POLLUTION FROM EARTH-MOVING ACTIVITIES

Unusual soil conditions, discoloration, or odor Abandoned underground tanks Abandoned wells Buried barrels, debris, or trash

WATCH FOR ANY OF THESE CONDITIONS:

As you know, contaminated groundwater is a common problem in the Santa Clara Valley. It is essential that all contractors and subcontractors involved in excavation and grading know what to look for in detecting contaminated soil or groundwater, and test ponded groundwater before pumping. See Blueprint for a Clean Bay, a construction best management practices guide available from the Santa Clara Valley Nonpoint Source Pollution Control Program, for details.

Do not use diesel oil to lubricate equipment or parts.

Protect downslope drainage courses, streams, and storm drains with hay bales or temporary drainage swales.

Perform major equipment repairs away from the job site.

Cover stockpiles and excavated soil with secured tarps or plastic sheeting.

Use check dams or ditches to divert runoff around excavations.

GENERAL BUSINESS PRACTICES

When refueling or vehicle/equipment maintenance must be done on site, designate a location away from storm drains.

Schedule excavation and grading work for dry weather.

Consider planting temporary vegetation for erosion control on slopes or where construction is not immediately planned.

Remove existing vegetation only when absolutely necessary.

DURING CONSTRUCTION

Shovel or vacuum saw-cut slurry and remove from the site. Cover or barricade storm drain during saw- cutting if necessary.

Cover and seal catch basins and manholes when applying seal coat, slurry seal, fog seal, etc.

Avoid paving and seal coating in wet weather, or when rain is forecast before fresh pavement will have time to cure.

Use check dams, ditches, or berms to divert runoff around excavations.

Road paving, surfacing, and pavement removal happen right in the street, where there are numerous opportunities for storm drain contamination by asphalt, saw-cut slurry, or excavated material. Extra planning is required to store and dispose of materials properly and guard against pollution of storm drains and creeks.

STORM DRAIN POLLUTION FROM ROADWORK

Never hose down streets to clean up tracked dirt.

When refueling or vehicle/equipment maintenance must be done on site, designate a location away from storm drains and creeks.

Perform major equipment repairs in designated areas at your yard, away from the construction site.

Schedule excavation and grading work for dry weather.

Develop and implement erosion/sediment control plans for embankments.


DURING CONSTRUCTION

Recycle used oil, concrete, broken asphalt, etc. whenever possible.


Check for and repair leaking equipment.

WHAT CAN YOU DO?

Make sure broken pavement does not come in contact with rainfall or runoff.

After breaking old pavement, be sure to remove all chunks and pieces.

Avoid creating excess dust when breaking asphalt or concrete.

ASPHALT/CONCRETE REMOVAL

Avoid over application by water trucks for dust control.

Collect and recycle or appropriately dispose of excess abrasive gravel or sand.

Clean up all spills and leaks using "dry" methods (with absorbent materials and/or rags), or dig up and remove contaminated soil.

Catch drips from paver with drip pans or absorbent material (cloth, rags, etc.) placed under machine when not in use.

Cover stockpiles (asphalt, sand, etc.) and other materials with plastic tarps. Protect from rainfall and prevent runoff with temporary roofs or plastic sheets and berms.

DETECTING CONTAMINATED SOIL ORGROUNDWATER

Fresh concrete and cement- related mortars that wash into lakes, streams, or estuaries are toxic to fish and the aquatic environment. Disposing of these materials to the strom drains or creeks causes serious problems and is prohibited by law.

STORM DRAIN POLLUTION FROM MASONRYAND PAVING

Dispose of small amounts of excess dry concrete, grout, and mortar in the trash.

Recycle large chunks of broken concrete at a landfill.

When breaking up paving, be sure to pick up all the pieces and dispose properly.

Place hay bales or other erosion controls down-slope to capture runoff carrying mortar or cement before it reaches the storm drain.

When cleaning up after driveway or sidewalk construction, wash fines onto dirt areas, not down the driveway or into the street or storm drain.

FRESH CONCRETE AND MORTAR APPLICATION

Secure bags of cement after they are open. Be sure to keep wind- blown cement powder away from gutters, storm drains, rainfall, and runoff.

Set up and operate small mixers on tarps or heavy plastic drop cloths.


EARTH MOVING ACTIVITIES

Don't mix up more fresh concrete or cement than you will use in a day.

Wash out concrete mixers only in designated wash-out areas in your yard, where the water will flow into containment ponds or onto dirt. Whenever possible, recycle washout by pumping back into mixers for reuse. Never dispose of washout into the street, storm drains, drainage ditches, or streams.

DURING CONSTRUCTION

Never bury waste material.

Both at your yard and the construction site, always store both dry and wet materials under cover, protected from rainfall and runoff. Protect dry materials from wind.


BEST MANAGEMENT PRACTICES FOR

Masons and bricklayers Sidewalk construction crews Patio construction workers Construction inspectors General contractors Home builders Developers

In communities with curbside yard waste recycling, leave clippings and pruning waste for pickup in approved bags or containers. Or, take to a landfill that composts yard waste.

Contact the local sewage treatment authority. You may be able to discharge to the sanitary sewer by running a hose to a utility sink or sewer pipe cleanout junction. Store pesticides, fertilizers,

and other chemicals indoors or in a shed or storage cabinet.


ROADWORK AND PAVING

Do not use copper-based algaecides unless absolutely necessary. Control algae with chlorine or other alternatives to copper-based pool chemicals. Copper is a powerful herbicide. Sewage treatment technology cannot remove all of the metals that enter a treatment plant.

Revegetation is an excellent form of erosion control for any site.

Protect storm drains with hay bales or other erosion controls.

Use temporary check dams or ditches to divert runoff away from storm drains.

Schedule grading and excavation projects for dry weather.

Do not blow or rake leaves, etc. into the street.

Do not place yard waste in gutters.

When emptying a pool or spa, let chlorine dissipate for a few days, and then recycle/reuse water by draining it gradually onto a landscaped area.

Never discharge pool or spa water to a street or storm drain.

POOL/FOUNTAIN/SPA MAINTENANCELANDSCAPING, GARDENING, AND POOL MAINTENANCE

Protect stockpiles and landscaping materials from wind and rain by storing them under tarps or secured plastic sheeting.


Developers Home builders

Swimming pool/spa service and repair workers General contractors

Gardeners

Landscapers


OR Dispose of unused pesticide as hazardous waste.

Spill Response Agencies

1. Dial 911

2. Santa Clara Valley Water District Environmental Compliance Division (408) 927-0710.

3. Governor's Office of Emergency Services Warning Center (800) 852- 7550 (24 hours).

Local Pollution Control Agencies

Santa Clara County Office of Toxics and Solid Waste Management (408) 441-1195

Santa Clara Valley Water District (408) 927-0710

San Jose/Santa Clara Water Pollution Control Plant (408) 945-5300 Serving Campbell, Cupertino, Los Gatos, Milpitas, Monte Sereno, San Jose, Santa Clara and Saratoga

Sunnyvale Water Pollution Control Plant (408) 730-7270

Palo Alto Regional Water Quality Control Plant (415) 329-2598 Serving East Palo Alto, Los Altos, Los Altos Hills, Montain View, Palo Alto, and Stanford

In the Santa Clara Valley, storm drains flow directly to local creeks and San Francisco Bay, with no treatment. Storm water pollution is a serious problem for wildlife dependent on our waterways and for the people who live near polluted streams or baylands. Some common sources of this pollution include spilled oil, fuel, and fluids from vehicles and heavy equipment; construction debris; landscaping runoff containing pesticides or weed killers; and materials such as used motor oil, antifreeze, and paint products that people pour or spill into a street or storm drain.

Thirteen valley cities have joined together with Santa Clara County and the Santa Clara Valley Water District to educate local residents and businesses and fight storm drain pollution.

Note: The property owner and the contractor share ultimate responsibility for the activities that occure on a construction site. Owner and contractor may be held responsible for any environmental damage caused by the subcontractors or employees.

Dispose of all wastes properly. Many construction materials and wastes, including solvents, water- based paints, vehicle fluids, broken asphalt and concrete, wood, and cleared vegetation can be recycled. (See the references list of recyclers at the back of Blueprint for a Clean Bay). Materials that cannot be recycled must be taken to an appropriate landfill or disposed of as hazardous waste. Never bury waste materials or leave them in the street or near a creek or stream bed.

Construction sites are common sources of storm water pollution. Materials and wastes that blow or wash into a storm drain, gutter or street have a direct impact on local creeks and the Bay. As a contractor, site supervisor, owner or operator of a site, you may be responsible for any environmental damage caused by your subcontractors or employees.

STORM DRAIN POLLUTION FROMCONSTRUCTION ACTIVITIES

Use recyclable materials whenever possible.

Practice Source Reduction- minimize waste when you order materials. Order only the amount you need to finish the job.

A. Criminal Penalties. Any person who violates any provision of this article shall be guilty of a misdemeanor and upon conviction thereof shall be punishable by imprisonment for a term not to exceed six (6) months or by a fine not to exceed $1000 or by both. Each and every violation of this chapter shall constitute a separate offense. Every day each such violation continues shall be an additional offense.

B. Civil Penalties. Any person who violates any provision of this chapter shall be civilly liable to the City of Campbell in a sum not to exceed $1000 per day for each day in which the violation occurs. Each and every violation of this chapter shall constitute a separate offense. Every day each such violation continues shall be an additional offense.

C. Civil Liability. Any person who violates any provision of this chapter shall be civilly liable to the City of Campbell for all costs, including attorneys fees, associated with the investigation and remediation of environmental conditions caused by the discharge of pollutants into the Municipal Storm Drain System or a Watercourse in violation of this chapter.

D. Remedies Cumulative. The remedies provided for in this chapter are cumulative and not exclusive and shall be in addition to any and all other remedies available to the City of Campbell under State and Federal Law.

Chips and dust from marine paints or paints containing lead or tributyl tin are hazardous wastes. Dry sweep and dispose of appropriately.

When stripping or cleaning building exteriors with high- pressure water, block storm drains. Wash water onto a dirt area and spade into soil. Or, check with the local wastewater treatment authority to find out if you can collect (mop or vacum) building cleaning water and dispose to the sanitary sewer.

Paint chips and dust from non- hazardous dry stripping and sand blasting may be swept up and disposed as trash.

Chemical paint stripping residue is a hazardous waste.

PAINT REMOVAL

Keep all liquid paint products and wastes away from the gutter, street, and storm drains. Liquid residues from paints, thinners, solvents, glues and cleaning fluids are hazardous wastes. When they are thoroughly dry, empty paint cans, spent brushes, rags, and drop cloths may be disposed of as trash.

Floor covering installers General contractors


PAINTING AND APPLICATION OF SOLVENTSAND ADHESIVES

Clean up spills on dirt areas by digging up and properly disposing of contaminated soil.

Clean up spills immediately when they happen.

MATERIALS/WASTE/HANDLING


If you must drain and replace motor oil, radiator coolant, or other fluids on site, use drip pans or drop cloths to catch drips and spills. Collect all spent fluids, store in separate containers, and recycle whenever possible.

Perform major maintenance, repair jobs, vehicle and equipment washing off site.

Maintain all vehicles and heavy equipment. Inspect frequently for leaks.

Poorly maintained vehicles and heavy equipment leaking fuel, oil, antifreeze or other fluids on the construction site are common sources of storm water pollution. Prevent spills and leaks by isolating equipment from runoff channels, and by watching for leaks and other maintenance problems. Remove construction equipment from the site as soon as possible.

BEST MANAGEMENT PRACTICES FOR STORMWATER POLLUTION PREVENTION

STORM DRAIN POLLUTION FROM HEAVYEQUIPMENT ON THE CONSTRUCTION SITE

Report significant spills to the appropriate spill response agencies immediately.

HEAVY EQUIPMENT OPERATION

Designate one area of the construction site, well away from streams or storm drain inlets, for auto and equipment parking, refueling, and routine vehicle and equipment maintenance.

SITE PLANNING AND PREVENTIVE VEHICLEMAINTENANCE

Developers

General contractors Home builders

Site supervisors Vehicle and equipment operators


Sweep up spilled dry materials immediately. Never attempt to wash them away with water or bury them. Use as little water as possible for dust control.

Never hose down dirty pavement or impermeable surfaces where fluids have spilled. Use dry cleanup method (absorbent materials, cat litter, and/or rags) whenever possible. If you must use water, use just enough to keep the dust down.

Developers Home builders

Painters

Dry wall crews

Plasterers Graphic artists

Paperhangers

All paints, solvents, and adhesives contain chemicals that are harmful to the wildlife in our creeks and Bay. Toxic chemicals may come from liquid or solid products or from cleaning residues or rags. It is especially important not to clean brushes in an area where paint residue can flow to a gutter, street, or storm drain.

ORDINANCE OF THE CITY OF CAMPBELLESTABLISHING REQUIREMENTS FORSTORM WATER POLLUTION CONTROL

STORM DRAIN POLLUTION FROM PAINTS,SOLVENTS, AND ADHESIVES

Reuse leftover oil-based paint. Dispose of excess liquid, including sludges, as hazardous waste.

Recycle excess water-based paint, or use up. Dispose of excess liquid, including sludges, as hazardous waste.

Recycle/reuse leftover paints whenever possible.

WHAT CAN YOU DO?

For oil based paints, paint out brushes to the extent possible, filter and reuse thinners and solvents. Dispose of excess liquids and residue as hazardous waste.

For water based paints, paint out brushes to the extent possible, and rinse to the sanitary sewer.

Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream.

PAINTING CLEANUP

(E) SITE PLAN

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