20080411075102.pdfPlan Check # 2 -00b --D7053 Date 4-17-0 g
Project Name/Address,
Contact Person/Address )?1610-A !A I%I�M_f
Department: Building ® Engineering ❑ Planning ❑ Fire ❑ Public Works ❑
Reviewer
Submit 2 sets of revised plans/documents to the Permit Coordinator.
❑ Corrections may be made by red lining plans/documents on file with the City.
DATE FAXED (Attach fax transmittal) PAGE _L OF [
#B2
SAMPLE SECTION VIEW
SCALE: 314" = V-0"
Roofing material type and vapor barrier
Sheathing thickness and type Ona,
Roof slope (e.g. 3:12) Slp CA
ec
DESIGN LOADS:
Roof: 25 psf snow load
15 psf dead load
Wind Speed: 85 mph
Wind Exposure: B
Seismic Zone: D2
4" perforated
drain pipe in
washed gravel'
w
r N „-
!_:5templbuildkV%andou[lshedtmonofdn.vsd 8104
Revised 7107
Ridge Board size
Ceiling JoistlCollar
Tie size, spacing
and species
Rafters/Trusses must be anchored to
beaming wall with approved framing clips
(See Typical Construction Connectors)
Double top plate
Siding material type
and weather barrier
Sheathing thickness and
type (e.g. plywood, OSB)
Studs size, spacing, and species
112" x 10" anchor bolt with nut and washer spaced at 6'
o.c. max., with min. 7" embedment, 2 bolts per piece
within 12" of each end_ Plate washers are required for
each bolt (3" x 3" x 114" thick)
— Size of pressure treated sill plate
ill #4 vertical rebar at 48" o.c.
#4 rebar continuous (typ)
-- Concrete Foundation
Footings must be
placed on firm, bearing,
undisturbed soil
ATTACHMENT C
Property Owner Name
Property Address
Tax Account Parcel #
#B5i
SAMPLE PLOT PLAN
S •._ .
IMPERVIOUS SURFACE ALCS (SOLID SURFACES)
Exist. Building Roof Outline: 2200 sf_ (constr_ in 1962)
Existing Covered Porch: 75 sf. (constructed in 1962)
Existing Driveway: 610 sf (constructed in 1987)
Existing Patio: 200 sf. (constructed in 1985)
Proposed Addition: 440 sf.
Proposed Garage: 500 sf.
Proposed Deck: 90 sf.
HEIGHT CALCS
A = +99'
B=+107'
C = +100'
D = +105'
AVE GRADE = 102.75'
ACTUAL= 123'
MAXIMUM = 127.75'
cafe. 1 =zu +108 +109
+106 _f � •
71
+102
+100
�E
+98 — I
+99
I / z8-0•.
i
Existing Rockery
n_
1
LOT COVERAGE:
3515 SQ.FT. (26%) I
LOT AREA:
13,527 SQ.F-F.
LOT SLOPE: III%
� I
N
T
I
I
Property Line
I
0
ro
25'-0"
Existing
�'- Grade
Contours
MAIN STREET
Telephone Pole
DATUM PT_ +hole— l Center of Right of -Way
— — �O
Top of SS Manhole Cover -�1//
Revis(tdte7,Qli;ding%a[)daLitkaddhoh�„�o,.vsdt ATTACHMENT7A