P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L 121'-3 1/8" 20' 120' 186'-9" 119'-8 1/8" 28' 8'-2 1/16" 10'-0 3/4" 11'-8" 30'-11" 34'-2 7/8" 42'-1" 53'-5" 5' 27'-5" Easement Baja Ln Baja Ln Warren Rd Warren Rd Main House Utility Trench ADU ADU N P-1 REVISION TABLE NUMBER DATE REVISED BY DESCRIPTION SHEET: SCALE: DRAWINGS PROVIDED BY: Amir Roshanei [email protected] (408) 656 1422 DATE: 4/27/2018 New Secondary Unit (ADU) 2328 Warren Rd Walnut Creek CA 94595 This project shall comply with the 2016 CBC,CMC,CPC,CEC, 2016 California Energy Code, 2016 California Fire Code, 2016 California Residential Code, 2016 California Green Building Standard. & Local Ordinance. APN # 1841200759 lot Size Gross:0.41 Acres / 17859.6 SF Net: Zoning R-20 Type of Construction VB Occupancy Group R3/U Fire Sprinkler System NONE Setbacks ( E ) Living Area 2102 SF ( E ) Covered Patio 400 SF ( N ) Addition 500 SF Total Living Area 2602 SF ( E ) Garage 250 SF Caverage 18.20% Fire Sprinkler System None SCOPE OF WORK New Accessory Building (ADU) Genelal Notes 1-The general contractor shall verify all dimensions and site condition before starring work.the designer or engineer shall be notified of any discrepancy. 2-The design,adequacy and safety of erection,bracing,shoring temporary supports,etc. is the sole responsibility of the contractor ,and has not been considered by the engineer. 3- It shall be the responsibility of the contractor to locate all exiting utilities whether shown or not and to project them from damage.the contractor shall bear all expense of repair or replacement in conjunction with the prosecution of this work. 4-The contractor shall be held responsible for the results of errors,discrepancies or omissions which the contractor failed to notify the designer or the owner before constriction and /or fabrication of the works. 3/32"=1' DRAWINGS PROVIDED BY: Darwin Lazari [email protected] (408) 656 9415 DRAWINGS PROVIDED BY: Maryam Asghari [email protected] (408) 888 5162 Vicinity Map CONVENTIONAL FRAME P-1 SITE PLAN P-2 FLOOR PLAN, ELEV. SD STRUC. PLANS,SECTIONS T24 ENERGY REPORT CALGREEN Parcel Map Site Plan Site Plan SC: 3/32"=1'-0" 0" OVERHANG
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P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L
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12
1'-3
1/8
"
20'
120'
18
6'-9
"
119'-8 1/8"
28'
8'-2 1/16"
10'-0 3/4"
11
'-8
"
30
'-1
1"
34'-2 7/8"
42
'-1
"
53
'-5
"
5'
27
'-5
"
Easem
ent
Baja
Ln
Baja
Ln
Warren RdWarren Rd
Main House
Utility
Trench
ADUADU
N
P-1
RE
VIS
ION
TA
BLE
NU
MB
ER
DA
TER
EV
ISE
D B
YD
ES
CR
IPTI
ON
SHEET:
SCALE:
DRAW
ING
S P
RO
VID
ED
BY:
Am
ir R
osh
anei
am
ir.r
osh
anaei@
gm
ail.
com
(408)
656 1
422
DATE:
4/27/2018
New Secondary Unit (ADU)2328 Warren Rd
Walnut Creek CA 94595
This project shall comply with the 2016 CBC,CMC,CPC,CEC,2016 California Energy Code,2016 California Fire Code,2016 California Residential Code,2016 California Green Building Standard. & Local Ordinance.
APN # 1841200759lot Size Gross:0.41 Acres / 17859.6 SF
Net:Zoning R-20Type of Construction VBOccupancy Group R3/UFire Sprinkler System NONESetbacks ( E ) Living Area 2102 SF( E ) Covered Patio 400 SF( N ) Addition 500 SFTotal Living Area 2602 SF( E ) Garage 250 SFCaverage 18.20%Fire Sprinkler System NoneSCOPE OF WORK New Accessory Building
(ADU)
Genelal Notes 1-The general contractor shall verify all dimensions and site condition before starring work.the designer orengineer shall be notified of any discrepancy.2-The design,adequacy and safety of erection,bracing,shoring temporary supports,etc. is the soleresponsibility of the contractor ,and has not been considered by the engineer.3- It shall be the responsibility of the contractor to locate all exiting utilities whether shown or not and toproject them from damage.the contractor shall bear all expense of repair or replacement in conjunctionwith the prosecution of this work.4-The contractor shall be held responsible for the results of errors,discrepancies or omissions which thecontractor failed to notify the designer or the owner before constriction and /or fabrication of the works.
3/32"=1'
DRAW
ING
S P
RO
VID
ED
BY:
Darw
in L
aza
ridarw
inla
zary
15@
gm
ail.
com
(408)
656 9
415
DRAW
ING
S P
RO
VID
ED
BY:
Mary
am
Asg
hari
arc
hi.m
ari@
gm
ail.
com
(408)
888 5
162
Vicinity Map
CONVENTIONAL FRAMEP-1 SITE PLANP-2 FLOOR PLAN, ELEV.SD STRUC. PLANS,SECTIONST24 ENERGY REPORTCALGREEN
Parcel Map
Site PlanSite PlanSC: 3/32"=1'-0"
0" OVERHANG
B26R
SB54
SB
2420
R
B13R
B26R
SB54
SB
2420
R
B13R
W03W03
W02W02
306
8
W02W02W01W01
306
8
W02W02
2668
336
8
436
8
2668
4x4 Post
4x4 Post
R4
WP
GFI
SD
CO/SD
R4R4
R4
R4 R4
R4R4
GFI
R4
R4
WP
R4
R4
2'-1 3/8"4'
3'-2 5/8"
4"
3'
1'-0
5/8
"
10
'-6
"4
'-4
5/8
"9
'-1
3/8
"
9'-5"
9'-5"1'-9"
9'-4"
20'-6"
2'-6
1/2
"4
'3
'-1
1 9
/16
"3
'3
'-6
5/8
"4
'2
'-1
1 5
/16
"
24
'
12'-11 3/4"
9'-0
" X 9
'-10
"
4'-8
" X 8
'-9"
BA
TH
ATTIC ACCESESS
Co
at C
lose
t
BE
DR
OO
M
KIT
CH
EN
Clo
se
t
WINDOW SCHEDULE
NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER TEMPERED
W01 2840DH 1 1 2020DH 24 " 24 " 25"X25" DOUBLE HUNG 2X6X28" (2) YES
W02 4040LS 3 1 4040LS 48 " 48 " 49"X49" LEFT SLIDING 2X8X52" (2)
W03 4040LS 1 1 4040LS 48 " 48 " 49"X49" YES LEFT SLIDING 2X8X52" (2)
W04 1220LV 1 2 1220LV 14 " 24 " 15"X25" LOUVERED 2X6X18" (2)
DUCTLESS
4"
80
1/2
"1
5 1
/2"
1 1
/2"
47
"
Top of Footing-0.3'
Grade Level0.0'
4"
Top of Slab0.0'
Header6.7'
80
1/2
"
Highest Rough Ceiling8.1'
17
"
Highest Ridge12.0'
47
"
4"
80
1/2
"2
1/2
"1
3"
1 1
/2"
47
"
Top of Footing-0.3'
Grade Level0.0'
4"
Top of Slab0.0'
Header6.7'
80
1/2
"
Header6.9'
2 1
/2"
Highest Rough Ceiling8.1'
14
1/2
"
Highest Ridge12.0'
47
"
4"
80
1/2
"1
5 1
/2"
1 1
/2"
47
"
Top of Footing-0.3'
Grade Level0.0'
4"
Top of Slab0.0'
Header6.7'
80
1/2
"
Highest Rough Ceiling8.1'
17
"
Highest Ridge12.0'
47
"
4"
80
1/2
"2
1/2
"1
3"
1 1
/2"
47
"
Top of Footing-0.3'
Grade Level0.0'
4"
Top of Slab0.0'
Header6.7'
80
1/2
"
Header6.9'
2 1
/2"
Highest Rough Ceiling8.1'
14
1/2
"
Highest Ridge12.0'
47
"
RE
VIS
ION
TA
BLE
NU
MB
ER
DA
TER
EV
ISE
D B
YD
ES
CR
IPTI
ON
SHEET:
SCALE:
DRAW
ING
S P
RO
VID
ED
BY:
Am
ir R
osh
anei
am
ir.r
osh
anaei@
gm
ail.
com
(408)
656 1
422
DATE:
4/27/2018
DRAW
ING
S P
RO
VID
ED
BY:
Darw
in L
aza
ridarw
inla
zary
15@
gm
ail.
com
(408)
656 9
415
DRAW
ING
S P
RO
VID
ED
BY:
Mary
am
Asg
hari
arc
hi.m
ari@
gm
ail.
com
(408)
888 5
162
Stucco
Stucco
FRONT ELEVATION
1/4"=1'
RIGHT ELEVATION
412
CLASS "C" RATED MIN.
ROOFING MATERIAL
PROPOSED FLOOR PLAN
LEFT ELEVATION
MINI SPLIT DUCTLESS
TANKLESS W/H
REAR ELEVATION
P-2
Tempered Glass: Tempered safety glass at these glazing locations on plan: a. Ingress and egress doors. b. Panels of swinging, sliding or bifold doors. c. Doors and enclosure for whirlpools, steam rooms, bathtubs and shower. d. Glazing is on a wall perpendicular to the plane of the door in a closed position and is within 2’-0” of the
hinge side of an in-swinging door, and the bottom exposed edge of the glazing is less than 5’-0” above thefloor or walking surface.
Shower and toilet spaces: a. Shower and tub/shower walls to be smooth, hard, nonabsorbent surface (i.e., ceramic tile)
over a moisture resistant underlayment (i.e., cement fiber or glass mat gypsum backer board)to a height of 6’-0” (72”) above the floor.
b. Showers meet the minimum inside floor area of 1024 square inch and also be capable ofencompassing a 30” circle.
Plumbing and fixtures: a. Faucets in kitchens, wet bars, laundry sinks, etc. shall have a water flow not exceed 1.8 gallon per minute. b. Faucets in residential lavatory shall have a water flow not exceed 1.2 gallon per minute at 60 psi c. Faucets in public use shall have a water flow not exceed 0.5 gallon per minute at 60 psi. d. Metering faucets shall have a water flow not exceed 0.2 gallon per metering cycle. e. Shower heads shall have a water flow not exceed 1.8 gallons per minute at 60 psi. f. Water closets shall have an average water consumption of not more than 1.28 gallons per flush. g. Lavatory faucets shall have an average water consumption of not more than 1.2 CMP at 60 psi.
Electrical: a. - All installed lighting shall be high efficacy and at least one luminaire in each of these spaces shall
be controlled by a vacancy sensor. b. Outdoor: c. - All installed lighting shall be high efficacy per CEC 150.0(k)1A, and switching d. device control requirement per CEC 150.0(k)3A. e. - All other interior rooms: f. - All installed lighting shall be high efficacy (CEC 150.0(k)1A), and switching device control
requirement per CEC 150.0(k)2. g. -Provide lighting outlets at these locations: at hallways, and at the exterior side of outdoor entrance or
exit. h. - Specify arc-fault circuit interrupter (AFCI) device for all receptacle outlets in all family rooms,
living rooms, bedrooms, closets, hallways, kitchens, laundry areas and similar rooms/areas.
1/2" CDX ROOF PLYWOOD
OR DSB
E.N
3-16d FACE NAIL TO STUDA35 TO PLATES
2X4 BRACES
2X4 OUTRIGGER@ 48"O.C.
3-16d
GABLE END BRACE6N.T.S.SD
18
"
2x STUDS/PLAN
4#4 BARS
8" MIN.
4" CONC. SLAB W./
E.N.
6 MIL. MOISTUREBARRIER
N.T.S.
#3 REBAR @ 18" O.C.
each way
T&B 3"
(N) STUCCO OVER 2
LAYERS OF "D"
PAPER
TO MATCH EXISTING
WEEP SCREED
INSULATION
12"
DRAIN ROCK
2x STUDS/PLAN
4#4 BARS
4" CONC. SLAB W./
6 MIL. MOISTUREBARRIER
INT. FOOTING W./ SLABN.T.S.
#3 REBAR @ 18" O.C.
each way
T&B
INSULATION
12"
DRAIN ROCK
FOOTING W./ SLAB
18
"
2x STUDS/PLAN
8" MIN.
E.N.
N.T.S.
3"
(N) WOOD SIDING
OVER 2 LAYERS OF
"D" PAPER
WEEP SCREED
INSULATION
UNDERPIN FOOTING
#4 C0NT. REBAR
#3 REBAR @ 32" O.C.
Drill 8" hole into (E)concrete
Shear Wall Per Plan
(E) Foundation Re-Enforcement
18
"
E.N.
N.T.S.
3"
WEEP SCREED
#4 C0NT. REBAR
#3 REBAR @ 32" O.C.
(E) FOUNDATION
(N) POUR CONCRETE
18
"
2x STUDS/PLAN
4#4 BARS
8" MIN.
4" CONC. SLAB W./
E.N.
6 MIL. MOISTUREBARRIER
N.T.S.
#3 REBAR @ 18" O.C.
each way
T&B 3"
(N) STUCCO OVER 2
LAYERS OF "D"
PAPER
TO MATCH EXISTING
WEEP SCREED
12"
DRAIN ROCK
FOOTING W./ SLAB
Drill 8" hole into (E)concrete
Shear Wall Per Plan
(E) Foundation Reinforcement
E.N.
N.T.S.
WEEP SCREED
#3 REBAR @ 32" O.C.
(E) FOUNDATION
2x STUDS/PLAN
4#4 BARS
8" MIN.
4" CONC. SLAB W./
E.N.
6 MIL. MOISTUREBARRIER
N.T.S.
#3 REBAR @ 18" O.C.
each way
T&B 3"
(N) STUCCO OVER 2
LAYERS OF "D"
PAPER
TO MATCH EXISTING
WEEP SCREED
12"
DRAIN ROCK
FSDF
SD
FOOTING W./ SLAB
HDU 2
SHEAR WALL PER PLAN
Drill 8" hole into (E)concrete
Shear Wall Per Plan
(E) Foundation Re-Enforcement
E.N.
N.T.S.
WEEP SCREED
#3 REBAR @ 32" O.C.
(E) FOUNDATION
R13 INSULATION
18" MIN.
2" DIA VENT OPENING
W/1/4" MESH SCREEN
(N) Min.7/8"thick, STUCCO OVER
2LAYERS OF grade "D" PAPER
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
ROOF TO WALL FRAMING DETAILN.T.S.
INSULATION
++ +
+ MIN. 6-16d NAILS
1/2" CDX ROOF PLYWOOD
OR OSB
2" DIA VENT OPENING
W/1/4" MESH SCREEN
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
INSULATION
++ +
+ MIN. 6-16d NAILS
3SD3
SD
1/2" CDX ROOF PLYWOOD
ROOFING TO MATCH
EXIST.
OR OSB PER T24 REPORT
2" DIA VENT OPENING
W/1/4" MESH SCREEN
(N) Min.7/8"thick, STUCCO OVER
2LAYERS OF grade "D" PAPER
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
ROOF TO WALL FRAMING DETAILN.T.S.
++ +
+ MIN. 6-16d NAILS
1/2" CDX ROOF PLYWOOD
LIGHT WEIGHT CLAY TILE
OR OSB PER T24 REPORT
2" DIA VENT OPENING
W/1/4" MESH SCREEN
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
++ +
+ MIN. 6-16d NAILS
1/2" CDX ROOF PLYWOOD
ROOFING TO MATCH
EXIST.
OR OSB PER T24 REPORT
2" DIA VENT OPENING
W/1/4" MESH SCREEN
(N) Min.7/8"thick, STUCCO OVER
2LAYERS OF grade "D" PAPER
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
ROOF TO WALL FRAMING DETAILN.T.S.
INSULATION
1/2" CDX ROOF PLYWOOD
LIGHT WEIGHT CLAY TILE
OR OSB PER T24 REPORT
2" DIA VENT OPENING
W/1/4" MESH SCREEN
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
INSULATION
R30 INSU. or
EQ. RiGiD INSU.
A-35 PER BLOCK
1/2" GYP.BRD
ROOF TO WALL FRAMING DETAIL
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
1/2" GYP.BRD
INSULATION
2 LAYERS OF
ROLLED ROOFING
TORCH DOWN
WOOD SIDING
2 LAYERS OF
GRADE "D"
PAPER
1/2" SHEATHING
1/2" CDX ROOF PLYWOOD
ROOFING TO MATCH
EXIST.
OR OSB PER T24 REPORT
2" DIA VENT OPENING
W/1/4" MESH SCREEN
(N) HARDY PLANKS LAP SIDING OVER
2LAYERS OF GRADE "D" PAPER
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
ROOF TO WALL FRAMING DETAILN.T.S.
++ +
+ MIN. 6-16d NAILS
1/2" CDX ROOF PLYWOOD
LIGHT WEIGHT CLAY TILE
OR OSB PER T24 REPORT
2" DIA VENT OPENING
W/1/4" MESH SCREEN
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
++ +
+ MIN. 6-16d NAILS
1/2" CDX ROOF PLYWOOD
ROOFING TO MATCH
EXIST.
OR OSB PER T24 REPORT
2" DIA VENT OPENING
W/1/4" MESH SCREEN
(N) Min.7/8"thick, STUCCO OVER
2LAYERS OF grade "D" PAPER
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
PATIO TO HOUSE CONNECTIONN.T.S.
++ +
+ MIN. 6-16d NAILS
1/2" CDX ROOF PLYWOOD
LIGHT WEIGHT CLAY TILE
OR OSB PER T24 REPORT
2" DIA VENT OPENING
W/1/4" MESH SCREEN
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
++ +
+ MIN. 6-16d NAILS
PATIO ROOF
2" DIA VENT OPENING
W/1/4" MESH SCREEN
(N) Min.7/8"thick, STUCCO OVER
2LAYERS OF grade "D" PAPER
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
INSULATION
++ +
+ MIN. 6-16d NAILS
1/2" CDX ROOF PLYWOOD
OR OSB
2" DIA VENT OPENING
W/1/4" MESH SCREEN
3/8" CDX PLYWOOD
H2.5 @ EA . RAFTER
A-35 PER BLOCK
1/2" GYP.BRD
INSULATION
++ +
+ MIN. 6-16d NAILS
PATIO ROOF
PATIO TO HOUSE CONNECTIONN.T.S.
R38 INSULATION
LIGHT WEIGHT CLAY TILE
LIGHT WEIGHT CLAY TILE
4'-0" MIN. WIDTH 10
' - 0
" M
AX
. P
AN
EL
HT
.
3/8" PLYWOODNAILED 6" O.C.@ EDGES & 12"
O.C. INFIELD W/8d NAILS
BRACED WALL PANEL DETAILN.T.S.
HDU2HOLDOWN
CONC. FOOTING
4X4
POST
4X4
POST
BRACED WALL PANELS: (BWP)
1. BRACE WALL LINES SHALL NOT BE SPACED MORE THAN 25' FEET IN CENTER IN BOTH THE LONGITUDINAL AND TRANSVERESDIRECTION IN EACH STORY PER. CRC SEC. R602.10
2. BRACE WALL PANELS SHALL NOT BE SPACED MORE THAN 25 FEET ON CENTER. 2308.12.33. BRACE WALL PANELS SHALL START NO MORE THAN 8' FEET FROM EACH END OF A BRACED WALL LINE PER. CRC SEC.
R602.104. ALL BRACED PANELS SHALL BE CLEARLY INDICATED ON THE PLANS PER. CRC SEC. R602.105. BRACED WALL PANELS SHALL BE AT LEAST 4 FEET LONG.6. BRACED PANEL CAN BE AS LITTLE AS 2' - 8" LONG WITH A MAXIMUM HEIGHT OF 10' FEET PER CRC SEC. R602.10
ABWP2'-8"MINLENGTH
BWP
1
BWP
2
PLYWOODTHICKNESS 3/8"
ALLOWABLESHEAR 260 380
EDGE NAILING 8d @ 6" 8d @ 4"
INTERIOR NAILING 8d @ 12" 8d @ 12"
MUD SILL SIZE 2 X 2 X
SILL NAILING 16d @ 6" 16d @ 5"
BLOCK NAILINGOR
CLIP ANGLE
16d @ 3"OR
A35 @ 16"
A35 @ 12"OR
LS70 @ 16"
5/8" DIA.ANCHOR BOLTS 32" MAX @ 18" O.C.
2 HDANCHOR BOLTS
WHEN PANEL IS LESS THAN4' LONG HD'S SHALL HAVE
MIN UPLIFT CAPACITY OF1800 LBS.
BRACE WALL SCHEDULE
1 2
PLYWOODTHICKNESS 15/32"
ALLOWABLESHEAR 260 380
EDGE NAILING 8d @ 6" 8d @ 4"
INTERIOR NAILING 8d @ 12" 8d @ 12"
MUD SILL SIZE 2 X 2 X
SILL NAILING 16d @ 6" 16d @ 5"
BLOCK NAILINGOR
CLIP ANGLE
16d @ 3"OR
A35 @ 16"
A35 @ 12"OR
LS70 @ 16"
5/8" DIA.ANCHOR BOLTS @ 18" O.C.
2 HDANCHOR BOLTS
SSTB16
HDU2
SHEAR WALL SCHEDULE
15/32"
3/8"
SSTB16
HDU2ANCHOR BOLTS
11
SIMPSON HANGER
RIDGE BOARD
(N) 2X10
RIDGE DETAIL7N.T.S.
MST 36@ 48" O.C.
(N) 2X6 (N) 2X6
A35
2X
4 K
ICK
ER
S 4
'0.C
SD
4040LS
40
40LS
30
68
40
40LS
28
40D
H30
68
4040LS
2668
33
68
43
68
2668
S1S1Cross Section 1
E1E1
Ele
vation 1
E5E5
24
'
5' 3'-5" 4' 8'-1"
20'-6"
10
'-6
"4
'-4
5/8
"9
'-1
3/8
"
24
'
2'-6
1/2
"4
'3
'-1
1 9
/16
"3
'3
'-6
5/8
"4
'
20'-6"
13
'-7
15
/16
"
4'-2
"
3'-4" 4' 13'-3"
3'
2x8 joists 16" OC
9'-0
" X 9
'-10
"
4'-8
" X 8
'-9"
BA
TH
BE
DR
OO
M
KIT
CH
EN
2X6 DF #2 R.R @16" OC
11 11
1122
22
22
11
22 11
S1S1Cross Section 1
E1E1
Ele
vation 1
20'-6"
24
'
24
'
20'-6"
LIVING AREA
HDUA
HD
UA
8'
VENTILATION CALCS:
AREA = 500 SF
500/150 = 4 SF EVE VENT REQUIRED
4X144 = 576 SI
(8) 6"X12" EVE VENT
500/300 = 2 SF GABLE VENT REQUIRED
RE
VIS
ION
TA
BLE
NU
MB
ER
DA
TER
EV
ISE
D B
YD
ES
CR
IPTI
ON
SHEET:
SCALE:
DRAW
ING
S P
RO
VID
ED
BY:
Am
ir R
osh
anei
am
ir.r
osh
anaei@
gm
ail.
com
(408)
656 1
422
DATE:
4/27/2018
SD
CROSS SECTION S2SC: 1/4" = 1'-0"
RIDG DETAIL7SD7
SD
ROOF FRAMING PLANSC: 1/4" = 1'-0"
FOUNDATION PLANSC: 1/4" = 1'-0"
7SD7
SD
6SD6
SD
3SD3
SD
FSDF
SD
FSDF
SD
3SD3
SD
6SD6
SD
CROSS SECTION S1SC: 1/4" = 1'-0"
DRAW
ING
S P
RO
VID
ED
BY:
Darw
in L
aza
ridarw
inla
zary
15@
gm
ail.
com
(408)
656 9
415
DRAW
ING
S P
RO
VID
ED
BY:
Mary
am
Asg
hari
arc
hi.m
ari@
gm
ail.
com
(408)
888 5
162
1/4"=1'
Roofing/ Roof Slopes: ICC rated class “C” roofing minimum. All exterior fasteners to be galvanize
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