HomeMy WebLinkAboutPlan Review Plans 2005-3-21
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CITY OF SPRINGFIELD,
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Development Services Dep~ent
Building Safety Division
Residential Plan Review
JOBADDRESs Sf) ~~3\ F JOB#: ~CS--loD3
O~U\~ PHONE:
CONTRACI'OR: PHONE:
Items 1isted below (if any) and those marked in red directly on the approved pennit
, documents are incorporated into this project in addition to any requirements appearing on
the construction plans and the City standard document entitled "Single Family and Duplex
Construction MoSt Commonly Missed Items". A corresponding number js DllIIked on yom
plans for any items listed below where applicable.
All references are to the 2003 Oregon State One and Two Family Dwelling Specialty Code,
(2000 hrtemational One and Two Family Dwelling Code as amended by the State of
Oregon unless noted otherwise). A copy of this code may be obtained from the Building
Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986
Yom signature on the Building Permit is an agreement that all items will be installed or
corrected, and that all work on this project will comply with applicable codes.
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ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS,
SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A
PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING
SAFETY 'CODES OR OF ANY OTHER ORDINANCE OF" THE CITY OF
SPRINGFIELD.
PLANS REVIEWED BY:
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PHONE:
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Review completed on
See the attached uRESIDENTlAL CONSTRUCTION REQUIREMENTS
CHECKUsr by Professional Code Services of Springfield, OR. for,
references to notations marked in red on the drawings
~eSsionaL Code services
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RESIDENTIAL CONSTRUCTION REQUIREMENTS CHECKLIST'
These regulations shall be incorporated into this project in addition to any requirements appearing on the construction plans.
Circled regulations are of significant importance. The approval of plans and specifications does riot pennit the
violation of any section of the building code or other city ordinance or state law.
References are to the State of Oregon 1 & 2 Family Dwelling Specialty Code which is based on the 2000 IR~ as
adopted & amended April,1, 2003, unless noted otherwise. '
BUILDING PLANNING
5.
R106.3.1 Approved plans and construction documents shall be kept on the job-site at all times.
R109.1.6 A final inspection shall be requested once all work and corrections have been made. prior to occupancy.
R105.2 and NEC Permits for all electrical work shall be obtained at C l~
DOC-P5-20 All framing lumber is assumed #2 grade Douglas Rr or equivalent unless otherwise noted (except studs
and plates). All siding and other manufactured wood products shall comply with the manufacturer's
installation requirements and must be used only according to their listing. Inspector must be provid8d with
installation instructions at time of framing and final inspection.
R303.1 Provide glazed area not less than 8% of the floor area of habitable rooms; 4% of required area shall be
openable.
R303.3 Bathrooms, water closet compartments, and similar rooms shall have a minimum window of 3 sq. fl- Y. of
which must be openable; or provide an exhaust fan to the outside. Rooms 75 sq. ft. or less shall have a minimum
exhaust rate of 50 CFM. Rooms greater than 75 sq. ft. shall have an air change every 12 minutes or 20 CFM
minimum.
6.
7.
R304 Minimum room areas: Every dwelling shall have one habitable room not less that 120 sq. ft. with a kitchen not
less than 50 sq. ft. Other rooms shall have an area of not less than 70 sq. ft. No habitable rooms except kitchens
may have a dimension less than 7'.
8. R305 Habitable rooms, hallways, bathrooms, laundry rooms, and basements shall have a ceiling height of not less
;.; than 7'. - (Consult inspector for exceptions.)
R307.1 Bathroom fixtures shall have the following clearances: Water Closet - 21' in front and 30' wide with a
minimum 15' to sidewall or tub; Lavatory - 4' clear at side and 21' at front; Showers shall be a minimum of 30' x 30'
with 24' minimum clearance in front; Tubs - minimum 24' clear at open side.
,@ R308.4 Provide safety, tempered, or shatterproof glazing in specified hazardous locations. - (Consult inspector as
needed.)
11. R309.1 Openings from a garage directly into a room used for sleeping purposes shall not be pennitted.
2465 Cornu Drive' SprinqfieCd, Oreqon 974711 Office: (541) 746-5484 ' Fax: (541) '746-5431
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13. R309.4 Carports shall be open on at least two sides,- otherwise it shall be considered a garage: ,
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@ R310 Sleeping rooms and ba~ments with habitable space Shall have at least one emergency escape and rescU'l!
window or exterior door. Egress windows shall have a maximum sill height of 44' above the floor; have a minimum
net clear opening of 5.7 sq. ft. (5 sq. 11. at grade leveQ; a minimum clear height of 22' an~ a minimum clear width of
20'. '
/Ii5\ R312 There shall be a lIoor or landing at the top and bottom of each stairway. The required landing on the interior
V side of exterior doors shall not be more than 1 Yo' below the threshold. The exterior landing at required exits shall not
be less than 8' below the threshold with a landing the width of the door or stairway and 36' in the travel direction. If
the door swings out the landing Shall not be lower that 1 Yo' below the threshold.
@ R314.1 Stairways shall be a minimum of 36' in width above the handrail and have a clear width of 31Yo' at and
, below the handrail. Handrails shall not project more than 4%' into the required width; headroom shall not bEi less
than 6'-8'; maximum riser height is 8' and the minimum run is 9'; the greatest riser height or tread depth shall not
exceed the smallest by more than 318'; the greatest nosing projection shall not exceed the smallest by more than 318'
including floors and landings; risers/steps shall not be less than 4'. Enclosed useable space under stairs shall be
sheathed with minimum Yo' sheetrock.
17. R314.4. 314.5. & 314.6 Winders, spirals and circular stairs have very specific requirements. (See attached detail)
@) R315.1 & 315.2 Handrails shall be mounted between 30' and 38' above the nosing of the treads on at least one_
side of all stairways with four or more risers. Handrails shall have a cross section not less than 1 %' nor more than 2
5/8' and shall be continuous the full length of stairways from a point direcUy above the top riser to a point direcUy
above the lowest riser. Edges shall have a minimum 118' eased edge.
@ R316 Porches, balconies, or raised floors more than 30' above the floor or grade below shall have 'guards' not less
than 36' high. Open sides of stairs shall have a guard of not less than 34' high. Any ornamental pattern of guards
shall not allow a sphere greater than 4' to pass - except on stairways, which may pass an object not greater than 5".
Guards and handrails shall withstand a 20()..pound load in any direction at any point per section (301.4).
~ R317 Smoke alarms shall be installed; in each sleeping room; immediately outside of each sleeping 'area'; and on
each floor, basement, or habitable attic. Multiple alarms shall be interconnected within individual units. Required
smoke alarms shall not be installed in a garage, kitchen, or area below 40. F. Ionization type alarms shall not be
horizontally closer than 3 ' to a kitchen door, bathroom door containing a tub or shower, or the supply register of an
HV AC system. - (Consultinspector regarding alterations, repairs, and additions per 317.1.1).
I2b R321.1 & 321.1.1 Two-family dwelling units shall be completely separated by wallllloor assemblies of 1-hour fire-
o resistive construction including supporting construction. Fire-walls shall extend to the underside of roof sheathing.
Sound transmission control shall be per appendix K - (See attached details.) ,
22. R321.2 'Townhouses' shall be considered separate buildings and shall be separated by two 1.hour fire-rated waI~
assemblies (see Section 302) extending from the foundation to a point 30' above the roof surfaces. A common '2'-"
hour fire-rated wall is permitted if it does not contain plumbing or mechanical equipment Ducts or vents are not
allowed within a common 2-hr. wall cavity. - (Consult inspector for other options and/or see attachments.) '..4
R321.3.1 & 321.3.2 Through penetrations of fire-walls shall be protected by an approved fire stop system. Steel
electrical boxes not exceeding 16 sq. inches or 100 sq. inches in any 100 sq. ft. of wall shall be separated by a
horizontal distance of not less than 24'; a distance not less than the depth of the wall cavity when filled with insulation;
or molded fire blocking. 2-hour rated electrical boxes shall be installed per listing.
23.
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R323 Protection against decay shall be as follows: (A) Ensure minimum 18' and 12' to bottom of Wood joists
and girders respectfully; iB) Provide pressure treated wood at sill plates that rest on masonry or concrete exterior
walls; (e) Sills and sleepers on concrete or masonry slabs in direct contact with the ground Shall be pressure treated
unless separate from slab by an approved impervious moisture barrier; (0) Ensure a minimum of Yo' airspace at tops,
sides, and ends of girders entering concrete or masonry walls; (E) Maintain a minimum of 6" clearance to grade for
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untreated siding, sheathing, or wall fr'aming; (F) Wood structural members supporting cOncrete garage slabs shall be
preSsure treated unless separated with an impervious membrane. ,
ti25:\ R323.1.2 Structural building supports, balconies, decks,' and porches exposed to, the ~ealher shall be pressure
c:.:; treated or wood naturally resistant to decay. . ,
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R323.1.3 PoSts and columns embedded in concrete or in contact with the ground shall be pressure treated and
labeled for ground contact.
r:() R301.2.4 & m Comply with flood resistant construction as required. (Consult Inspector)
FOUNDATIONS
@. R401.3 Slope grade away from the foundation a minimum of 6' within the 1 511 0' - or other approved methods
~ ,R401.4 Areas likely to have expansive, compressible, shifting, or other unknown soil conditions may require a soils
U test by an approved agency. Recording and documenting shall be per ORS 455.440.
GD.\ R403.1.1 & Table 403.1 Footings, and stem walls shall be as follows: 1-story = 12' wide 6' thick (6" thick foundation
C/ wall); 2-story = 15' wide 7' thick (8' thick foundation wall); 3-story = 18' wide 8' thick (10' thick foundation wall). All
continuous and isolated pad footings located outside the foundation wall shall extend below the frost line.
R403.1.7 Provide approved rebar system for electrical grounding in footings.
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R403.1.8 Install %' diameter anchor bolts embedded a minimum of}' into concrete or masonry at 6' on center
maximum including Interior braced wall lines. Two bolts are required for each plate and must be located within 12'
from ends. In seismic design category D:1, a 2' x 2' square or 2",.' diameter x 3/16' thick plate washers are required.
" Anchor bolt spacing for 2-story structures in D:1 shall be at maximum 4' on center. .
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33. R405 An approved drainage system shall be provided around concrete or masonry foundations retaining earth and
enclosing habitable or useable space.
34. R406 Foundations enclosing habitable or useable space shall be damp-proofed in an approved manner. Areas with
a high water table or severe soil-water conditions shall be water-proofed.
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R408 Provide underfloor ventilation at 1 sq. ftJ 1500 sq. ft. of underfloor space. Minimum openings shall be within 3'
of each comer and shall provide cross ventilation. ,
R408.3 A minimum 18' x 24' unobstructed access opening shall be provided to all underfloor spaces.
FLOORS
'!il. R502.4 Joists parallel and under bearing partitions shall be doubled - or provide a beam/girder of adequate size.
38. R502.6 Ends of joists, beams and girders shall have not less than 1~' bearing on wood and a minimum of 3' bearing
...' on concretelmasonry. Joists meeting over a bearing support shall lap 3' minimum and be nailed with three 10d nails.
39. R502.8 Drilling and notching of joists and beams shall not exceed attached detail sheet. Engineered products shall
not exceed manufacturers limitations. '
40. R506 Concrete slab-ol1ilround floors shall be a min of 3~' thick; placed on a minimum 4' base course of sand or
gravel, under 6 mil black polyethylene sheeting, lapped 12' at joints - or an approved equal. Consult inspector for
exceptions. 'J ' , ,
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WALL CONSTRUCTION
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41. R602.3.2 & 602.11.2 Double top plates shall be offset at splices a minimum of 24" and naile(fwith .eight 16d nails (t
per side). Top plates in braced wall lines shall have a minimum sixteen 16d (B per side).
42 R602.6 Notching of exterior or bearing walls shall not exceed 25% of its width; non-bearirig walls may be notched a'
maximum of 40%; drilled or bored holes in any stud may be a maximum of 40% of its width. The hole shall not be
closer than 5/8' to edges.
43. R602.6.1 Notching of top plates in exterior or bearing walls greater than SO% requires a minimum 1 Yo' 16 gauge steel
splice across notch and nailed per listing.
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R602.B & 602.B.1 Provide lire blocking as required. Materials maybe l' nominal solid wood; %' sheathing; 1/2'
sheetrock; or unfaced securely packed insulation extending 8' above and below obstruction.
45. R602.9 Cripple walls supporting one floor may be 2 x 4 at 24' on center. Cripple walls greater than 4' high or
supporting more than one floor shall be minimum 2 x 6 at 16' on center. Cripple walls less than 14' at exterior walls
or interior braced wall lines shall be sheathed on one side from top plate to bottom.
@ R602.10 Ensure adequate lateral wall bracing as depicted on plans or as required. Seismic design categories 01.02
& high wind requirements shall also comply with section(s) (603.8.2) and (603.8.3). . (See attached details.)
WALL COVERING
47. R703.2 Weather-resistant asphalt-saturated felt or other approved membrane materials, free from holes and breaks,
shall be applied over exterior wall studs or sheathing. Felt shall be applied horizontally. The upper layer lapped over
lower layer a minimum of 2'. End laps (vertical joints) shall be minimum 6'.
48. R703.7.4 Masonry veneer shall be laid up with a continuous #9-gauge horizontal wire at 18' on center vertically in
seismic categories 0, & 02. The wire shall be secured with approved metal ties spaced at 24' on center horizontally
and shall not support more than 2 sq. ft. . 3~ sq. ft. in category C. Additional ties shall be spaced at maximum 3' on
center around openings greater than 16'. Inspections are required for installations over 4' in height
49 R703.8 Provide flashing above window and door openings, at horizontal to vertical intersections, and as noted on
plans.
ROOF.CEILlNG CONSTRUCTION
50. RB02.10.1 Wood trusses shall be designed. manufactured, and installed, to comply with approved standards.
Complete truss specifications shall be provided at time of delivery and remain on the job-site with the approved plan
until final inspection. Approved truss lie-down devices shall be installed as required in Section (802.11). Brace gable
ends at flat studs exceeding 6'high.
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51. RB06.1 Enclosed attics, to include rafter spaces at vaulted ceilings, shall have cross ventilation of a minimum of 1 sq.
ft./150 sq. ft. of attic area. 1 sq. ft.1300 sq. ft. is permitted with the installation of a vapor barrier or ridge and eave
vents with an approximate ratio of SO/SO. .,)-
52. R807 Provide a minimum 22 x 30 attic access opening in a readily accessible location such as hallways. A
minimum of 30' headroom is required at access.
53. R905.2.4 Install asphalt shingles in accordance with manufacturers instructions and this section.
54. R905.3 Install clay, concrete, or listed roofing products per manufacturers instructions - verify proper dead load.
55. R905.7 &905.8 Wood shingles/shakes shall be installed as approved. #1 grade is required except when taper sawn.
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CHIMNEY I FIREPLACE
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59;, The owner/general contractor may be required tol coOrdinate a pre-construction meeting with the mason and building
inspector for the construction of new masonry fireplaces - (see attached details and code references.) ,
57. R1001.8 & 1001.9 Existing masonry fireplaces fitted with a listed/approved fuel-buming insert shall have the masonry
chimney relined with materials compatible with the type of fuel utilized per manufacturers instructions.
~ R1002 & 1004 Wood stoves and factory built chimneys and fireplaces shall be listed/approved and installed per
C7 manufactures instructions. Installation instructions shall be on job site.
@ R1005 Provide sufficient exterior air supply to ensure proper fuel combustion. '
ENERGY
N1104 All heated areas shall comply with one of the prescriptive paths (
) as designated in table N1104.1(1).
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N1104.2.1 Pro~eIinstall insulation baffles at eaves to maintain minimum l' clearance prior to framing Inspection.
N1104.2A Recessed light fixtures installed in cavities separating heated and unheated areas shall be IC rated.
The trim piece shall be gasketed or caulked to prevent air leakage. The fixture shall also be rated for no more than
"two cubic feet air movement per minute' or be installed within an airtight box - (Consult inspector(see attached detail)
63. N1104.7 Slab-on-grade floors shall be provided with rigid R-15 insulation. - (See attached details.)
@ N1104.82 Caulk and seal all joints and penetrations in the exterior siding - including overdriven nails.
65. N1104.9.1 Approved vapor barriers shall be installed on the warm side of insulation as required.
66. N1104.92 Provide 6 mil black polyethylene ground cover lapped 12' at joints and extending 12' up foundation wall.
Conditioned slabs shall have the same or equal.
67. N110052 Heating ducts outside of the building envelope, Including HVAC register boots, shall have minimum R-8
insulation.
MECHANICAL
68. M1305.1 Appliances shall be accessible for inspection, service, and replacement without altering pennanent
construction. A 30' x 30' working space shall be provided at the contmVservice side. Attic installations shall be within
20' of attic access.. A 24' wide catwalk shall be provided to the appliance as needed.
A9. M1305.1.3.1 A light and electrical outlet shall be provided at each appliance. The operating switch shall be at the
access opening.
~ M1307 Appliances shall be listedllabeled and installed per manufacturers instructions, which shall be on job site.
71. M1307.3 Appliances located in garages shall have all sources of ignition located not less than 18' above the floor.
72. M1307.4 Furnace and water heaters installed in a garage(carport shall be protected from automobile impact by the
use of a minimum 2' diameter concrete filled steel pipe embedded 12' through the slab or equal. (See attached
detail.) ,
73. M1401.4 &1403.2 HVAC equipment installed outdoors shall be listed for exterior applications and installed on an
approved platfonn 3' above grade.
ffi M1411.3 Condensate from appliances shall be piped to a conspicuous/approved location. An auxiliary drain pan
LJ shall be provided where damage to any building component may occur.
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/il5.1 M1501 Clothes dryer ducts shall ve~tto the outdoors through rigid, smooth metal ducts. Joints shall be run in the
l:../ direction of flow.' Duels shall be provided with a back draft damper. Maximum length shall be 25'. Note that 211.' shall
be subtracted from the maximum length of 25' for each 45' elbow in system and 5' shall be subtracted for 90. elbows. ,.
~ M1502.1 & G2445 Range/exhaust hoods shall vent to the outdoors through a sin~le wall, airtight duct installed with a
V backdrafl damper. Commercial cooking appliances shall not be installed within dwelling units.
77. Chapter 17 Provide adequate combustion air for fuel buming equipment while maintaining the building envelope~
PLUMBING
@ P2702 The maximum water consumption used for new plumbing fixtures shall not exceed: Toilets - 1.6 gallons per
flush; Urinals - 1.0 gallons per flush; Interior Faucets - 2.5 gallons per minute; Showers - 2.5 gallons per minute
79. P2707 Ponds, aquaria, fountains, and similar constructions with water supplies shall be protected from back-
siphonage. '
P2708.2 Where fixtures come in contact with walls or floors, the joint(s) shall be made watertight with approved caulk.
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P2710 Shower staf)s of any shape shall have a minimum finished interior of 1024 sq. in. and shall also be capable of
encompassing a 3O'i,nch diameter circle. Consult the building/plumbing inspector for requirements regarding sile-built
shower compartmen,.
82. P2711 Whirlpool bathtubs shall have a removable panel to access the pump. The pump shall be located above the
crown weir of the trap and the pump & circulation piping shall be self-draining.
P2715 All shower heads/control valves shall be equipped with a pressure balance or thennostatic mixing control
valve set or adjusted per the manufacturer's instructions for a maximum mixed water selling of 120 degrees. '
P2805.3 Water heaters shall be provided with a combination pressureltemperature relief valve. The discharge pipe
shall not be smaller than the outlet, shall not be trapped or threaded, and shall tenninate in an approved location.
P2809 Water heaters installed in seismic design category 01 and D:1 shall be strapped to resist horizontal
displacement. Straps shall be at 1/3 points with the lower strap a minimum of 4' above the controls. Fuel buming
water heaters shall not be installed in sleeping rooms, bathrooms, closets or rooms opening into these areas unless
listed & labeled as direct vent appliances.
86. 2810.7 Water heaters located in allies shall have a corrosion-resistant watertight pan installed beneath it with a
minimum %' drain to an approved location.' ,
P2903.5.6 Hose bibbs shall be protected with a listed non-removable frost-proof backflow preventer.
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P2908 The minimum water pressure after allowing for friction and other pressure losses is 15 p.s.i. Approved
pressure regulators shall be installed, with strainers, when the water pressure could exceed 80 p.s.l.
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89. P3007 Cleanouts shall be installed as required. - (Consult inspector.)
90. P3107 Vertical wet venting is allowed under certain circumstances. - (Consult inspector.)
91. P3108 Island venting shall be installed as required. - (Consult inspector.)
P3208.2 Stonnlrain drains shall be ASS Schedule 40, PVC DWV, or other approved materials. They shall not
interconnect with subsurface sewage systems, foundation drains, or footing drains. If rain drains are interconnected
with underfloor drainage pipe, an accessible backwater valve shall be installed. The connection shall be located at
midpoint of driveway or other pre-approved location. Pipe shall be properly bedded or supported, sloped a minimum
%'per foot, and be installed with an 18 gauge continuous tracer wire.
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'e.SsionaC Code SCl1tices
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FINAL INSPECTION CHECKLIST:
Home is to be accessible for inspection.
Address shall be permanently posted on the home and visible from the street.
Slope grade away from home a minimum of 6" within the first 10'.
Seal all penetrations in the exterior siding such as gas line, cable wires, & overdriven
fasteners.
Ensure penetrations in the common wall between garage & residence or residence &
residence are properly sealed.
Ensure all gas appliances are installed, pilot is lit, and they are ready for inspection.
Temperature / pressure relief pipe from water heater shall terminate a minimum of 6"
from grade or garage floor & be secured.
All bathroom fixtures shall be caulked p,rior to final inspection.
Ensure the 18" x 24" under-floor access is not obstructed by pipes or ducts.
Crawl space must be clean of all vegetation & construction debris. No water should
be detected in the crawl space.
Under-floor insulation shall be dry, properly supported, & held up tight to the floor
sheathing.
Under-floor access is properly insulated.
Under-floor HV AC ducts must be supported & required clearances maintained.
VerifY all heat ducts are connected to registers and have been properly insulated.
Provide a ladder on site for attic inspection and ensure that the 22" x 30" access is
readily accessible.
Water heater should be turned on and hot water available at time of inspection.
Verify all stairs are constructed with proper rise & run.
Ensure guardrails and handrails are properly installed or constructed.
Provide barrier to protect appliances from vehicular damage.
Ensure electrical permit has been approved and finaled. (prior to calling for building,
plumbing, & mechanical finals)
This list is a compilation of some of the more common corrections noted by'the
inspection staff. It is intended to be a convenient reference for preparation of the
final inspection approval.
2465 Corr'" Drive. Spri"9fieUf, Ore9on 97477 . Offiee: (541) 746-5484 . Fax: (541) 746-5431
PCa.n Review,. Inspections . Code ConsuCtin9
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Manufacturers are now producing several different "
'types of exterior sidings. 'It is essential that each ,', '.'
,type of siding be installed accOrding to the " "
, 'manufacturers installation instructions, . Many.
manUfacturers have refused to warrarity any.siding, , "
that is not installed to comply with their specific ".'
,,' installation requirements, For this reason we' ,
tequestthat the manufactUrer'ssidinginstallation
" standards' be present aUhe tirne of inspection to ','
verify compliance, " ' " . ,
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DEVELOPMENT SERVICES DEPARTMENT
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(541) 726-3753 '
FAX (541) 726-3689
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June 15, 200l
All Interested Parties
BegiIming immediately, the Springfield ComTT11lnity Services Division, BuildiDg Safety
will require a legible inSulation certificate to be left on the job site at the time of final '
building inspection. The building inspector will record th~ information of the company
, who installed the insulation, the date of installation, and the person responsible for the
installation as part of the p=ent record of the structure~ If the information is not
legible, the final inspection may not be approved until the information is presented in a
readable form.
Thank you very much for your cooperation in this matter. If you have any queStions,
please feel free to phone either Bob Bamhart at 726-4652 or myself at 726-3790.
Sincerely, ,
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Lisa Hopper .
Building Safety Supervisor
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.. OREGON PLUMBING
MINIMUM
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__ SPECIALTY CODE 199'2
tARTHQUAKEANCHORAGE
ALL WATtR HEATERS. -
Anchorage Is required' on all water
heaters having non-rigid water
connections and over 4 ft. in height, '
measured from the base to the top of
the case.
#12 x 1.1/2" \ \.
SCREW WITH ~u '\
WASHER THROUGH
STRAP INTO STUD.
18 GA. MIN. GALV. STEaSTRAP
, (PLUMBERS TAPE!
MIN. 3" ABOVE OR
BaOW CONTROL
ACCESS PANEL -
OPTIONAL
ADJUSTlBLE
FASTENER
LOCATED WITHIN,
TOP 1/3 OF TANK
'" THICK NON-COMBUSTIBLE SPACER
ATTACHED TO WAll. WHEN CLEARANCE
FROM COMBUSTIBLES IS REQUIRED'
BY THE HEATER MFGR.'
OPTIONAL 4' LONG 2><4 WITH
;14" x 3-1/2" LAG SCREWS
INTO STUDS. ATTACH STRAP
WITH '12 x '.1/2" SCREWS
WITH WASHERS.
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Notes: 1. If installed on a raised base, using the above strapping methods,
the base will not be required to be attached to the floor.
2. A bottom strap is required on all raised platforms greater than 12ft,
high, and on all heaters over 65 gal. capacity. Tanks having a
capacity over 100 gal. shall have specific approval of anchorage
methods by the administrative authority (Building Official). ,
DATE: f/,;l.719!;
CITY OF SPRINGFIELD
Development Services Dept.
Building Safety Division
225 N. 5th Street
!';nnnlriield. Ore",on 97477
WATER HEATER
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ANCHORAGE
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GABLE END BRACE
BLOCKING 3 BAYS'
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ROOF SHEAtHING
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PANEL EDGEB,LOCKING
2 x 4 MIN. BLOCKING
3.BAYS
400 # L CLIP
GABLE~END WALL
4-,12d
2 x6 MIN. BLOCKING
ROOF SHEATHING
DIAGONAL STRUT
GABLE END BRACE
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PANEL EDGE BLOCKING
2 x 4 MIN. BRACE
4 -12d
2 x 4 MIN. BLOCKING
'400#L CLIP
GABLE-END WALL
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~
NOTES:
1. GABLE END Wfo.JJ...S THAT ARE NOT Bfo.JJ...OON FRAMED TO THE
UNDERSIDE OF THE ROOF SHEATHING SHALl BE BRACED BY
ONE OF THE METHODS SHOWN ABOVE, OR BY INTERSECTING
PERPENDICULAR WALLS, AS FOLLOWS;
A) WALLS WITH 2 x 4 DOUBLE TOP PLATE: @ 9' 0" MAX. OIC
B) Wfo.JJ...S WITH 2 x 6 DOUBLE TOP PLATE: @ 15: 0" MAX. OIC
2. WHERE CEIUNG ADJACENT TO GABLE END WALLIS VAULTED
WALL SHALL BE Bfo.JJ...OON FRAMED TO ROOF OR ENGINEERED.
SPRINGFIELD
REV. fJ/7196
GABLE END WALL BRACING
"
RAFTER '
, (2-16d TOENAIL@Il)
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188 WEST S ST. - 8Ll>6 P
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VOICE (541) 726-9995
FAX (541) 726-9996
PROJECT TITLE
~RENn.;OO[J)
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DRAWING TITLE
SCHICDUllES
REVISION
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SK
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SCAlE: l' = 1'-0'
/If ROOfINCi
51/1f50t.va 4
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BACK PORCH AND DECK DETAILS
SCAlE: l' = 1'-0"
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SCAlE: l' = 1'-0'
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~: 4IfJ@fjlfj
fili~,,, ~I~
~lE#i'fJrN~
ENGINEERING
L L C
188 weST B ST. - 8lbG P
SPRINGFIet.O, OIl 97477
VOICE (541) 726-9995
FAX (5-'31) 726-9996
PROJECT TITLIE
fBRIENl\VOOID
!ESTAT!ES
10WN~OUSIE
~I!:IEX~
SITE ADDRESS
31730TH STREET
SPRINGFIELD, OR
OFF/Of ADDRESS
1'.0. BOX 117
WAL TERVILUE, OR
DRAWING TITlE
D~TA~lS
REVISION
NO DATE
BY
DATE
SCAlE
DRAWN BY
CHECKED BY
PROJECT NO
SHEET NO.
21~
NOfeD
CJS
9\
02-'11
A5c~
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SCAlE: l' = 1'-0'
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DOOR FRAMING DETAIL
NO SCAlE
~>-
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ENGINEERING
L L C
188 weST S ST. - BUl6 P
SPIUNGFIEIJ), OR 97477
VOICE (541) 726-999!5
FAX (5-'31) 726-9996
I/Z" aNtl
2X4 51W WX-~
ou.K XlINf5
0Jl
4" X !>/4" JAMtl CA5lNCi
SECTION THROUGH UNIT SEPARATION WAlL
SCAlE: 1" = 1'-0'
DATE
SCAlE
DRAWN BY
CHECKED BY
PROJECT NO
SHEET NO.
211.Vro!i
NOIW
CJS
SK
02-41
1Af>> _ '2.
tllJl..DINCi #: IZ" f;llla lemR5 ON VI+I!11: tll'CKtiROl.NtI
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4" fRIM
6Y6 COlUMN Wi'J'l'l'etl \\ffi11Y6 R/ 5
.
PmJi f~ 5l.M ~aftl 1'0 tlRAN
TOWNHOUSE END ELEVATIONS FOR BUILDING '124, 127, 128, _-
SCALE: 118"' III 1'-0"
2XI0 fAXIA ( 5Pf)
,
I&f;/" RAB..
V1N'tt 5I1/1NCi
4Y6l1eCK 5lJ'P0Ief COlUMN
4" PA11O~flC I" tleWNtlOO1~va
Q TOWNHOUSE END ELEVATIONS FOR BUILDING' 124, 127, 128, 402
SCALE: 118" = 1'-0"
ReVl5lON5fOle ~:
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ENGINEERING
L L C
188 weST S ST. - 8lbG P
SP!UNGFIELD, 011 97477
VOICE (541) 726-9995
FAX (541) 726-9996
I'ROJIECT TITLE
1e~IE~TWOOD
[ESTAT!ES
TOW~HOUSIE
cOt8alEX~)
SITEADDRESS
317 30TH STREET
SPRINGFIELD, OR
OFFICE ADDRESS
P.O. BOX 117
WAl TERVlLLlE, OR
DRAWING TITLE
~X1'ICR~OR
IEl8{ATIO~S
REVISION
NO. DATE BY
DATE
SCAlE
DRAWN BY
CHECKED BY
PROJECT NO
SHEET NO.
21~
NoreD
CJS
SK
02-41
A5.3
tllIWlNCi NUI.'lleR
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ONT ELEVAllON FOR BUILDING'~
\
lTI
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SCALE: ita- = 1'Q
~.AMlNA-retl111~ ROOfINCi
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ENGINEERING
L L C
188 weST II ST. - BLb6 P
SPIUNGFIElJ), OR 97477
VOIce (541) 726-9995
FAX (5-'31) 726-9996
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~~IENn"tfOO[i)
!ESTATES
TO"w~ynNlHOUSIE
~
'l!JL\Ullf=.tb.~-J
SITE ADDRESS
317 30TH STREET
SPRINGFIELD, OR
OFFICE ADDRESS
P.O. BOX 117
WAL TERVllLE, OR
DRAWING mLE
DITIC~~OR
IElCV A r~oNls
L..AMINA-retl5liNCile ROOfINCi
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REVISION
NO. DATE !BY
DS.
Poo:H fWOIe ~ ~rn:tI 1'0 I/'IiWN
DATE
SCAlE
DRAWN BY
CHECKED BY
PROJECT NO
SHEET NO.
21~
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CJS
SK
02-41
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@ KITCHEN ElEVATIONS
AS.1 SCAlE: 112" = 1'-0'
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CABINET ELEVATION IN UTILITY ROOM
SCAlE: 112" .. 1'-0'
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ENGINEERING
L L C
188 weST 8 ST.' IlUl6 P
SPRINGFIElJ), OIl 97477
VOICE (541) 726-9995
FAX (541) 726-9996
PROJECT TITLIE
~~ENrvIOOIDl
!ESTAlfES
TO'tVNHOUSIE
00Pt1EX.......
SITE ADDRESS
317 30TH STREET
SPRINGFIIELD, OR
OFFICE ADDRESS
P.O. BOX 117
WAL T1ERVllLE, OR
DRAWING TITLE
~R H00KLr5 ~iTCHlCINI
[lEVA TIOINIS
R'Yt':R vt:Nf
REVISION
NO. DATE BY
I 105a'~ CJS
2 ~CJS
DATE 21~
SCAlE NOfW
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PROJECT NO 02-41
SHEET NO.
A~J
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ENGINEERING
L L C
188 weST S ST. - BU>6 P
SPIUNGFIEIJ), OR 97477
VOIce (541) 726-9995
FAX (541) 726-9996
.
RAl5tl? I3fR (tAR.ANlfe 9J1f KI;
PROJECT TITlE
1a~IEN1V/OOD
IESTATIES
TOWNHOUSE
W~[S{~
SITE ADDRESS
31730TH STREET
SPRINGFIELD, OR
OFFICE ADDRESS
P.O. BOX 117
WAL TERVllLE. OR
DRAWING TITlE
~TCH[~
[lIEVATIO~Si ,
~ KITCHEN ELEVATIONS
~ SCAlE: 112' = 1'-0'
,I
.
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NO. DATE BY
I IOSI:P~ CJS
DATE 21~
SCAlE NOretl
DRAWN BY CJS
CHECKED BY SK
PROJECT NO 02-41
SHEET NO.
AS5.2
A
~
,
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J 1'-6" J 2'-~" J
SECOND FLOOR BATHROOM ELEVATIONS
SCAlE: 112" = 1'-0'
T
1<\
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~'-6"
,
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ENGINEERING
L L C
188 WEST S ST. - 8lbG P
SPRINGFIE\J), 011 97477
VOIce (541) 726-9995
FAX (e41) 726-9996
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PROJECT TITLE
rBRIEN1\\'OOID
!ESTAT!ES
TOWMHOUSIE
COO~blEX )
SITE ADDRESS
31730TH STREET
SPRINGFIELD. OR
OFFICE ADDRESS
P.O. BOX 117
WAL TERVlllE, OR
DRAWING TITLE
~AnIROOM
!EllC'\/A TIONS
REVISION
NO. DATE, BY
DATE 21~
SCALE NOretl
DRAWN BY CJS
CHECKED BY SK
PROJECT NO 02-41
SHEET NO.
A(8ofS
1'-0"
f .(
!:i'-o"
A
,
--
c
8
SECOND FLOOR BATHROOM ELEVATIONS
SCALE: 112' = 1'-0"
,f-
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ENGINEERING
L L C
188 weST B ST. - 8LD6 P
Sl'lUNSFIEL/), OIl 97477
VOICE (541) 726-9995
FAX (541) 726-9996
,
PROJECT TITlE
rB~IENn\'OOD
\ESTATES
TO'(mHOUSIE
O~EX
SITE ADDRESS
317 30TH STREET
SPRINGFIELD, OR
OFFICE ADDRESS
1'.0, BOX 117
WAL TERVlLLE, OR
DRAWING TITLE
~ArHROOM
IEllCVA TiOINS
RIEVISION
NO. DATE BY
DATE 21~
SCAlE NoreD
DRAWN BY CJS
CHECKED BY SK
PROJECT NO 02-41
SHEET NO.
A~,tS
A ~ J 1'-4~" ~ 1'-4~'1 ~ 2'-6" ~- C t/
FIRST FlOOR BATHROOM ELEVATIONS PROJECT TITLE
SCAlE: 1/2' = 1'-0" IaRIEINTV..'OOID
5I1(JM:R ClRfAlN ReV ESTAT!ES
TO'w"JNHOUSIE
5CQto.JSE: Y\)Il1JPlblEX-'
10OO~
0 MI~ SITE ADDRESS
31730TH STREET
~ SPRiNGFIELD, OR
1W / ~OVveR OFFICE ADDRESS
(9 P.O. BOX 117
iAROUN[I!;1I V MJI1Y WAL TIERV!LLE, OR
DRAWING TITLE
ounn .
W,C, -\\f ~Al'HROOM
B 0 'r
\ [l[vAT~ONS
fOv've1.. ~t'R
REVISION
f.P. IIIP ii? NO. DATE BY
N
DATE 21M!ro!i
SCALE Norw
A C t/ DRAWN BY CJS
1'-4~" 1'-4~" CHECKED BY SK
2'-6" PROJECT NO 02-41
FIRST FlOOR BATHROOM ELEVATIONS SHEET NO.
SCAlE: 1/2' = 1'-0' A~,1
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0
~
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ENGINEERING
L L C
188 weST S ST. - 8lbG P
Sl'RINGFIE\.l),OIl 97477
VOICE (541) 726-9995
FAX (541) 726-9996
~
,-,<
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~" ON.. '!'RI
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ELECTRIC FIREPLACE FRONT ELEVATION
SCAlE: 112" = 1'-00
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ON..fOl'
IX
.
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ElECTRIC FIREPLACE FRONT ElEVATION
SCAlE: 1fZ' = 1'-0'
am
lU fOl'
CPf
1'-2"
2'-2"
IXOP
ijf,~"' MI.
~: otr@WJJlftfJJj
~l15%,,, ~!.
~lE#illJrN'
ENGINEERING
L L C
188 weST S ST. - 8lbG P
SPIUN6FIEUl, OR 97477
VOICE (541) 726-999!l
FAX (5-'31) 726-9996
5'MfCH
Ol./11..ff
ELECTRIC FIREPLACE SIDE ELEVATION
SCAlE: 112' = 1'-00
IXOP
5'MfCH
Ol./11..ef
CPr
1'-2"
2'-2"
lU fOl'
am
PROJECT TITLE
~~IENnVOO[)
!ESTAT!ES
TOVy'~HOUS!E
dDIJ11P-DEX--='
SITE ADDRESS
317 30TH STREET
SPRINGFIELD, OR
OffiCE ADDRESS
P.O. BOX 117
WAL TERVllLE, OR
DRAWING TInE
f!RIElP'lAClE
ICILD,'A liONS
REVISION
NO DATE BY
DATE
SCAlE
DRAWN BY
CHECKED BY
PROJECT NO
SHEET NO.
21~
Norw
CJS
SK
02-41
ELECTRIC FIREPLACE SIDE ElEVATION
SCAlE: 1/2' = 1'-0'
AC8,9J
'"
,,,<
~
~
...
"'"
Q
10'-0'
018''';1''
Z1'-I~'
10'-011
~
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~ 11r:--=--------"'lr'" I II
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(:::t::JJ 1''1 """ 11I1 I~I I \
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SITE ADDRESS
31730TH STREET
SPRINGFIELD, OR
OFFICE ADDRESS
1'.0. BOX117
WAL TERVllLE, OR
DRAWING TITLE
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SCHEMA T~C
REVISION
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