HomeMy WebLinkAboutMiscellaneous Plans 2004-8-18
3/97
CITY OF SPRINGFIELD
}'MANOFACTtJREI) HOME &: GARAGE/CARPORT I
Development Services Department
Building Safety Division
Residential Plan Review
JOB ADDRESS: 2.€llf MAlA
"'''........:.4L d- IoR.ETTA H~tVl)t:~sol-l
CONTRACTOR: C(J(J OtH- HI+~I!lON
CITY JOB # : COM UXlq-orz..q I
PHONE: 9'1I-nS-31J1'f
, PHONE: 689- 77DZ
Items listed below are incorporated into this project in
addition to any requirements appearing on the construction
plans. A corresponding number will be marked on your plans
where applicable.",
All references are to the 1996 Oregon State One and Two Family
Dwelling Specialty Code, (1995 CABO One and Two Family Dwelling'
Code as amended by the State of Oregon, and 1991 Dwelling
Requirements of the Uniform Plumbing Code as amended ), unless
noted otherwise. A copy of this code may be obtained froin the,
Building Tech Bookstore, Inc., 7177 S.W. Stephen Lane
Portland" Oregon 97225-1509,.
Your signature on'the Building Permit is,an agreement that all
items circled her in will be installed or corrected, and the
all'work on this proje9twill comply with applicable codes.
GARAGE OR CARPORT
NOTE: GARAGES, CARPORTS AND OTHER ACCESSORY STRUCTURES SHALL
NOT BE SUPPORTED BY THE MANUFACTURED HOME UNLESS THE HOME IS
SPECIFICALLY DESIGNED BY THE MANUFACTURER TO Br;AR ADDITIONAL
LOADS AT THE PROPOSED BEARING LOCATION(S) .
1 . MINIMtlMFvu..uATION REQUJ:REMENTS:
One story footing: 12" wide x 6" thick, 6" stem wall
Two 'story ,footing: 15" wide x 7" thick, a" stem wall'
Three story footing: 1a" wide x a," thick, 10" stem wall
All footings shall extend a minimum of 12" 'below finish
grade. (Table 403,2).
2 . ELECTRICAL GROUNDING REQUIRED IN NEW FOUNDATIONS:
Where electrical services are installed on garages or other
accessory buildings for Manufactured Homes -
On new construction, a #4 concrete reinforcing-bar electrode
at least 20' in length shall be installed horizontally at or
'6.
3.
,
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near the' bottom of the concrete footing at the location of
permanent service entrance. A second bar, at least 1/2 in
,diameterf shall,be stubbed up a.minimum :of 12 inches above
the floor plate l~ne near the serv~ce entrance panel location.
, ,
The stubbed up rod or bar shall bend horizontally and attach
to the reinforcing bar electrode with a minimum 12" lap.
(403.4,NEC 250,-82 (C) . ,
INSPECTION OF THE GROUNDING ELECTRODE SYSTEM INSTALLATION' IS
, 'I.
'REQUJ:RED PRIOR TO PLACING OF CONCRETE FOR I THE FOUNDATION
I. I .
Provide l/2" diameter steel bolts embedd~d at least 7" into
concrete! and l5" into reinforced grouted I masonry. Maximum
spacing ~hall be 6'-0" on center with a minimum of two bolts
per piece of plate or sill, and 1 bolt wit~in 12" of each end.
: I (Table 403.2).
Porches; carport slabs and concrete steps 'exposed to the
weather; ,and garage floor slabs shall have a m~n~mum
.. I.
compress~ve "strength of 3000 psi. . Con.9rete "batch" trip
tickets to be made available upon reqUest! (Table 402.2).
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Garage floor or carport to slope to the ~ain vehicle entry
door. ! I ' (R-3Q9.3)
Provide a minimum of 6" of clearance between finished grade
and all untreated wood materials. (INCLUDING SIDING)
(R-322.1) .
I
The grade away from foundation walls, shall fall a minimum of '
6" within the first 10'. When restricted by lot lines, drains
or other approved means shall be provided I to ensure positive
drainage. (R-401.3) .
4.
5.
7. '
8.
Provide for adequate bracing of ,the front garage wall and
similar wall panels by use of the ALTERNATE! BRACED WALL method
" ,
or PORTAL FRAME method shown on the attached shear panel
drawings; or by an alternate engineered method which is
acceptab+e to this jurisdiction. submit Iproposed alternate
engineered methods to' this office for 'approval prior to
placing foundation concrete. , 'I, (R-602.9)
Note re~nforcing steel requirements, in foundations for
Alternate Brace Panels and Portal Frames (attached).
, I
. ,
Flashing is required at exterior window and door opening~ and
locations noted on plans. " : I ' (R,..708. 4) .
Metal truss ties (Hurricane clips) shall be used to connect
the trusses to all bearing walls and supporting members.
Trusses shall be fastened to non-bearing walls using approved
"slip clips" which, allow the truss ,vertical movement
independent of the wall. (Table 802.12).
9.
10.
Roofing materials:
1
a) wood shakes shall comply with (R-909).
b) Wood shingles shall comply with (R-908).
c) Composition shingles shall comply with (R-903).
d) Metal roofing shall comply with (R-905).
e) Tile, clay or concrete roofing shall comply with (R-906) .
f) Built-up roofs shall comply with (R-907).
g) Slate shingles shall comply with (R-904).
NOTE: Composition shingles installed on roofs having slopes
between 2: 12 and 4: 12 shall be provided with two layers of#l5
felt installed shingle fashion under the roof covering.
11. Roof storm drains shall be provided to ,capture roof drainage.
Storm drainage shall be piped to an approved drainage way.
Drain lines within five feet of buildings shall consist of a
material approved for use within buildings, such as ABs/bwv or
PVC/DWV. Perforated drain lines used for sub surface drainage
need not comply with this requirement. (R-801.3) .
12. All framing lumber assumed #2 grade Douglas Fir or equivalent
unless otherwise noted with exception of wall studs and plate
material.
Comply with provisions for conventional light-frame wood
construction unless otherwise noted. (Chapter 5,6,and 8) .
13. Garage walls located within six feet of manufactured homes
shall have the wall facing the ,home protected by 5/8" type-x
gypsum board applied to the garage side of the wall. Openings
in such walls ,shall be protected with the equivalent of a 1-,
'3/8" solid core door and shall comply with the insulation
requirements for exterior doors when the door separates the
garage from the residence. (OAR 918,-510-060) .
MANUFACTURED HOME
Note:
,Items #6, 7 and 11 above also apply to the Mfgd. Home.
14.
Ground under building shall be sloped ,to a low
underfloor drain installed ,to provide positive
the area under the building.
point, and'an
drainage from
(R-311A) .
Provide 6 mil black polyethylene ground cover, lapped l2" at
joints and l2" up stem walls. (E-401.9.2).,
15. Provide net free ventilating area not less than 1 square foot
for each 150 square feet of' crawl space area. One such
ventilating opening shall be within 3' of each corner. Vents
'shall be covered with minimum 1/4" and maximum 1/2" corrosion
, resistant wire mesh. (See attached Table 803) (R-409.1) .
SYMBOL:
ASP
, REV, 617/96
10'0" MAX.
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STRucTURAL PANEL'
EDGE BLOCKING
MIN. 3/8" PLYWOOD OR
2 MW PARTICLE BD,
ONE SIDE
,8d @ 6"iO/C EDGES
8d @12" OIC FIELD
1800# HOLD DOWN
2 PER I?ANEL TOTAL'(SEE NOTE 1)
"
SEE REVERSE SIDE FOR
'HOLD DOWN REQUIREMENTS
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FOUNDATION WIDTH SHOWN IS AT
GARAGE CORNER - EXTEND,
AS REOD. FOR OTHER LOCATIONS
FOOTING SHALL BE CONTINlJOUS ACROSS
ENTIRE LENGTH OF BRACED WALL LINE -
REINFORCE WITH MIN, 2 "#4 BARS'
#4 VERT. @ 24" OIC
(NOT REQD. FOR MONO, POUR)
, '
2-1.e1X W ANCHOR BOLTS
, OR APPROVED EQUIVALENT
SH~ CONNECTORS
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NOTES:
1, WHEN INSTALLED AT 2ND STORY, 1800# HOLD DOWNS
R!=QUIRED TO SECURE ALTERNATE BRACE PANEL (AB~)
TO FLOOR FRAMING BELOW, '
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f- REF, 6
30 '--
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EXISTING FENCE
APPROXIMA TE LOCATION
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HILL& DALE ENGINEERING, LLC
74 EAST 18TH AVENUE, SUITE #5
EUGENE, OREGON 97401
(541) 868-0667
FAX: (541) 868-0B88
Client: Gooden-Harrision COlllltruction
1441 Hwy 99
Eugene, Oregon 97402
Date: August 18, 2004
By: R'
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Co~tact: Brad 689-7762 Fax 689-2043
Sheet 1 of6
Job Location: up to 24' wide by up to 28' long garage (with 2 - min 22 W' "wing" walls at
garage door wall line)
Job Number: 231-03
Job Deseription: Lateral Calculations only
Design Criteria:
-State of Oregon Structural Specialty Code 1998
-80 MPH Wind
-Exposure B
-Zone 3
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