HomeMy WebLinkAboutMiscellaneous Plans 2005-1-5
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CITY OF SPRINGFIELD
Development Services Department
Building Safety Division
;
Residential Plan Review
JOB ADDRESS:
420 Riverview Blvd.
CITY JOB#: COM2004-01499
OWNER: Karla Smith
PHONE:
744-2522
CONTRACTOR: Larry Smith Const. & Cone,
PHONE:
344-8442
Items listed below (if any) and those marked in red directly on the approved permit
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 is marked on your
plans for any items listed below where applicable,
All references are to the 2000 Oregon State One and Two Family Dwelling Specialty Code,
(1998 International 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
Your 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:
& ,Mw-
Review completed on
PHONE: 7M - ,7 ~Z.3
1/5'~f
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I, All slab edges of the new addition, including the slab edge against the
foundation wall of the existing building, shall be insulated to a minimum R-
15 thermal insulation rating, The insulation shall extend from the bottom of
, the footing or turned-down edge, to the top of the new concrete slab,
Insulation that is installed on the exterior of floor slab, or contact with the
. soil or installed below the adjoining grade (whether on the interior or
exterior of the building) shall be of a material that is resistant to damage
from moisture penetration, such as extruded polystyrene,
"
.
2. All wood in contact with concrete or exposed to the weather shall be
pressure treated or a material that is resistant to decay, such as all-heart
cedar or redwood.
3. Blocking between rafters is required to transfer lateral loads between the
roof and wall in the direction parallel to the wall. See accompanying
"Prescriptive Eave Detail" for blocking options provided by the State of
Oregon Building Codes Division.
4. Bedrooms require an openable egress window with a minimum net clear
opening of 5.7 square feet. (Grade floor egress window with a sill height
not greater than 44" above the outside grade - may have 5 square feet of
openable area), The least openable height = 22"; least openable width =
20"; maximum sill height 44" above walking surface within room. (R-310.2).
5. Provide approved 'smoke' alarms. When alterations, repairs, or additions
are implemented in existing buildings, the entire building shall be provided
with alarms iocated as required for new buildings. Alarms shall be installed
per manufacturer's instructions. All alarms shall receive their primary power
from the building wiring system and shall have battery back-up in the event
of power failure; alarms located outside of sleeping rooms shall be
interconnected.
Exception: Alarms need not be hard-wired or interconnected when
remodeling or repair considerations do not result in the exposure of
electrical wiring by the removal of wall or ceiling finishes
(R-3 1 6, 1.1).
SMOKE ALARMS ARE REOUIRED in each sleeping room, and areas
providing access to sleeping rooms, and on each floor level.
(R-316.1).
6, Provide an approved "smoke' alarm in the new bedroom. The alarm shall
receive its primary power from the building wiring system and shall be
provided with battery back-up in the event of power failure. All alarms shall
be installed per manufacturer's instructions. (R-316.2).
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Single Family and Duplex Construction
Most Commonly Missed Items
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DEVELOPMENT SERVICES
225 FIFTH STREET
SPRINGFIELD, OR 97477
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This sheet is attached for your convenience, Included are many often missed requirements of the Oregon building codes. Springfield
inspection staff will check for these items as well as all other requirements of the codes. There may be additional items marked in red
on the approved plans that must be completed before calling for the corresponding inspection. When structural engineering
accompanies plans, the ownerlbuilder must complete any additional requirements. Complete requirements of the code can be found in
the 1998 State of Oregon Edition of the International One and Two-Family Dwelling Code. [The number in square brackets is the
code reference.)
Inspection Request Line: 726-3769 Springfield Building Divisions: 726-3753
BUILDING PLANNING
I. Provide ventilation in every habitable room by means of operable exterior openings equal to at least 5% of the floor area of the
room. Exception: Provide a mechanical ventilation system capable of producing 0.35 air changes per hour in the room, [303.1]
2, Bathrooms shall have exterior glazed openings of not less than 3 sq ft" half of which must be able to open, or a venting system
capable of five air changes per hour, Vent to outside. [303.3].
3. Habitable rooms shall have a ceiling height of not less than T for at least 50% of their required floor area. [305.1]
4. Provide a 21" deep clear space in front of all water closets. [307.2]
5. Provide laminated, tempered, or heat-strengthened glass for all glazing located in door assemblies, railings, tub and shower
enclosures, or within a 24" arc of a door. Exception: Glazing in tub and shower enclosures and near doors need not be tempered if
located at least 60" above the adjacent floor or drain inlet. [308.4]
6. Openings between the garage and residence shall be equipped with either solid wood doors not less than I 3/8" in thickness or 20-
minute fire-rated doors. [309.1] . .
7. The garage shall be completely separated from the residence and its attic area by means of 11," gypsum board or equivalent applied
to the garage side. [309.2] ..
8. Garage and carport floors shall be sloped to drain liquid toward a drain or the main vehicle entry door, [309,3]
9. Provide operable egress windows in each bedroom with a minimum net clear opening of 5,7 sq. ft. (Min. 5 sq. ft, when sill is
located within 44" of adjacent exterior grade.) Minimum net open height: 22"; Minimum net open width: 20"; Maximum sill height:
44". [310.1.1] .
10. Enclosed accessible space under stairs shall have walls and soffits protected on the enclosed side with 11," gypsum board or
equivalent. [314.8]
II. Minimum hallway width 36" finish wall to finish wall. [314,1]
12. A minimum 3' x 3' landing is required on each side ofan egress door, maximum 1.112" below the top of the threshold. [312]
Exceptions: 1. At the top of a flight of stairs, provided the door does not swing over the stairs,
2. At required exit door, shall not be more than 8" below the top of threshold when the door swings in.[312]
13. Min. stairway headroom 6'- 8"; Min. Riser 4"; Max. Riser: 8"; Min. Tread: 9"; Min, clear width above handrail: 36". [314]
14. Provide means to illuminate both interior and exterior stairways and landings. [303.4]
15. Provide a continuous handrail on at least one side of stairways of more than three risers, I 1/4"- 2-518" cross-sectional dimension
with a gripping surface and no sharp comers, 30" to 38" above the nosing of the tread, with a minimum 1-112" clearance to the wall.
[315.1 &315.2]
16. Open sides of stairs with a total rise of more than 30" above the floor or grade below shall have guardrails not less than 34" in
height measured vertically from the nosing of the treads, Intennediate rails shall be spaced so that they do not allow passage of an
object 5" or more in diameter. [315.3, 315.4]
17, Porches, balconies, or raised floor surfaces located more than 30" above the floor or grade below shall have guardrails, minimum
36" in height, with intennediate rails which do not allow passage of an object 4" or more in diameter. [315.3, 315.4]
18. Required exit door shall be a side-hinged door and not less than 3' in width and 6'8" in height.[311.3] . .
19. Provide 5/8" Type 'X' gypsum board, or equivalent one hour assembly, each side of duplex party wall, and extend to roof
sheathing.[320.1]
20, All habitable rooms and area shall be provided with a pennanent approved heat source capable of maintaining a temp. of 68 degrees
F. at a point 3' above the floor.[303.6]
FOUNDATION/GRADING .
21. Gravel or other structural fill deeper than 4" which is placed to support foundatio!)s must be inspected during placement and the
compaction by an approved special inspector, Provide copies of special inspection reports to the City inspector.
22. Concrete shall be 5-7% air entrained with a minimum compressive strength of: a) 2500 psi for basement walls and foundations not
exposed to weather and for basement slabs and interior slabs on grade (except garage slabs); b)3000 psi for basement, foundation
and exterior walls and other vertical work exposed to weather; c) 3000 psi for carport and garage floor slabs and for porches and
steps exposed to weather, [402.2 and Table 402.2] ,
23, Minimum footing sizes shall be as follows: [Table 403.1.1]
Supporting I floor and a roof: 12" wide', 6" thick, 6" thick stem wall
2 floors and a roof: IS" wide', 7" thick, 8" thick stem wall
3 floors and a roof: 18" wide', 8" thick, . 10" t1iick stem wall
'When load bearing capacity of soil is IOOOpsf. 18" wide footing is required for 1 story. 23" for 2 story, 27" for 3 story
24. Footings shall be minimum 12" below grade. [403.1] Stem walls shall extend at least 6" above finished grade. [403.1.3]
25. Ground under building shall be sloped to a low point, and an underfloor drain Installed to provide positive drainage 'fromunder the
building. The grade in the underfloor space shall be as high as the outside finished grade, unless an approved drainage system is
provided.[409.4] Groundwater collected or drained from under or around the buildings shall be piped to an approved disposal site.
Subsoil drains which cannot remove. groundwater by gravity shall have an approved ejector.[3806.2]
26. The sill plate or floor system shall be anchored to the foundation with minimum 11," diameter bolts, embedded at least 7" into
concrete or masonry, spaced at 6'-0" on center maximum with at least two bolts per plate and one.bolt within 12" of ends or comers.
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27. Foundation drainage shall be provided around foundations enclosing habitable or usable space below grade. [405.1]
28, Columns and posts shall be anchored to prevent lateral displacement. Exception: Columns less than 4' in height, bearing on a pier
or footing within a crawl space that is enclosed by a continuous foundation wall n'eed not be restrained at the bottom end, [408,3]
29, Provide 12" clearance to grade from underside of girders and beams and 18" clearance to grade from underside of joists or provide
pressure treated wood. [322.1] ;
30. Provide 3" min, bearing for girders entering masonry or concrete, with II," air space on tops, sides and ends, [502.4, 322.1]
3 I. Provide access to all underfloor areas: 18" x 24" minimum, [409,2]
32, Provide underfloor ventilation equal to I square foot for every 150 feet. One vent is required within 3' of each comer. Vents Ihall
havo oorrollon.rollltant wire melh Qr oqulnlont with the loast dimension bolns I/S", Underfloor vantllatlon may be redu.ed to
1/1500 of the crawl space area where 6 mil. black polyethylene sheeting or other approved groMnd C9ver is installea" (409.1]
33, Provide 6 mil. black polyethylene ground cover, lapped 12" at joints and extending 12" up foundation walls, in all crawl spaces
where underfloor insulation is installed, [C401.9.2]
34. Provide 55# rolled roormg or 6 mil, black polyethylene over 4" clean sand, gravel, or crushed rock beneath all concrete floor slabs:
[505.2.3,C401.9.2] . .
35. The grade away from foundation walls shall fall a minimum of 6" within the first 10'. Exception: Drains or other approved means
shall be provided to ensureJ'ositive drainage. [401.3]
36. Slopes for pennanent cutS or fills shall not be steeper than 2 units horizontal to I unit vertical. Exception: Steeper slopes may be
pennitted when a soils investigation report containing data to justify such slopes is approved by the City. [401.6]
37. Sealing required between wall and floor, between floor and foundation to prevent air leakage into buildinll envelope.[C401.8.2]
WALLS & ROOFS. I
3S, Gypsum board used as shower and bathtub ceramic tile backing shall be water.reslstant. All cut or exposed edges, Including those'
at walllnteraectlon., .hall be .ealed a. recommended by the manufacturer. [702.4,2] ..... , "
39, Masonry veneer anchors may support 2 2/3 square feet of veneer, maximum, and shall attach to continuous #9 wlre.[703.7] ,
.40. Flash all exterior doors, windows and horizontal wood trim. [703,8]
4 t. Provide bracing at all gable end walle oxceedlng 14 feet In longth, [Seo .tandard City of Springfield c;letall. for approvod bracing
methods.] .
42. Nails and staples must not be consistently over driven beyond flush with the sheathing surface,[Table602.3(1 land (2)]
43. Shear wall nailing orstapling must remain exposed for inspection approval.[113.1-113.4]
44, Tru.. Bnginoerlng mu.t be on job slto at framing In.poetion, for all typo tru.... u.ad, [502.10; 802,11]
45. Trusses shall not bear on partition walls unless so designed, [301, I]
46. Enclosed attics and rafter spaces shall be provided with cross ventilation. Net ventilating area shall be not less than 11150 of the
attic area, Ex~eption: Net ventilating area ,may be reduced to 1/300 when at least 50% and not more than SO% of the ventilators are
located at least 3' above the eave or cornice vents or when an approved vapor barrier Is installed on the wann side of the insulation.
Provide a 1" minimum air space above insulation and baffle at eave or soffit vents. [S06, E40 1.2, I]
47. A readily accessible attic access framed op'ening not less than 22" x 30" shall be provided to any attic area having a clear height of
over 30", [S07,1]
4S. Roof coverings shall comply with the general requirements of Chapter S and the specific requirements of each section based upon
type ofmateri~l: a) asphalt shingles [903]; b) slate shingles [904]; c) metal [905]; d) tile, clay or concrete shingles [906]; e)
built-up roofing [907]; I) wood shingles [90S]; g) wood shakes [909],
49. Roofstonn drains shall be provided to collect and discharge stonn drainage to an approved drainage system.[SOI.3] One 3" pipe
graded 1/4" per foot can accommodate up to 2,320 square feet of surface area.[Table 3SII.2]
50, End walls to be step flashed or to manufacturers specs.[903,3]
MECHANICAL & PLUMBING
51. Heating and cooling appliances located in a garage or other area where they may be subject to damage shall be suitably guarded
against such damage. (Protection is typically provided by concrete tilled pipe bollards.) [1307.3, 3310.3]
52. Appliances which generate a glow, spark or flame capable of igniting flammable vapors and are located in the garage shall be
installed with the burners, burner ignition devices or heating elements and switches minimum IS" above the floor level. [1307.3,
3310,1] I,
53. Fuel burning \)'ann air furnaces and water heaters shall not be installed in a room designed to be used as a storage closet. Furnaces
or water heaters located in a bedroom or bathroom shall be installed in a sealed enclosure such that combustion air will not be taken
from the living space. Direct vent units ar." not required to be installed within an enclosure, [1402.1, 3309]
54. Combustion air must be provided for all fiiel burning appliances except direct vent units. [2001.1 to 2001.5]
55, Provide access to attic furnace (22" x 30") or underfloor furnace (30" x 30"), Provide a pennanent electric outlet located near the
furnace and lighting fixture controlled by a switch at the passageway opening. [1401.6-1401.7]
56. The maximum amount of water used by new plumbing fixtures: a) toilets: 1.6 gal. per flush; b) shower heads: 2.5 GPM; c) interior
faucets: 2.5 GPM [3202] .'
57. Showers and tub;shower combinations shall be equipped with control valves of the pressure balance, the thennostatic mixing, or the-
combination pressure balancelthennostatic'mixing valve type with maximum mixed water setting of 120 degrees F. [3215]
5S. Minimum shower compartment: 1,024 sq. inches; shall also be capable of encompassing 30" circle.[3210.3] Threshold shall be of
sufficient width to accommodate a minimum 22" door.[32I 0.2]
59. Equipment used for heating water shall be 'protected by combination pressure and temperature relief valves, [340S.3]
60, Water heaters shall be anchored to resist horizontal movement. (i.e. earthquake strapping) [3310.5]
61. Stonn water drains located within 5' of a building may be Schedule 40 ABS or Schedule 40 PVC, CPE . installed per installation
standard IA. [3501.1.2] .
62. Clothes dryer ducts shall tenninate outside the building. Max length is 25', reduce 2.5' for each 45deg. elbow.[ISOI.3]
63. Trenches dug parallel to the building foundation and deeper than the footing must be at least 45 degrees from bottom outside edge
of footing to the bottom inside edge oftrench.[3113.3, illustration pg.294]
;&.LECTRICAL .
64. RESIDENTIAL ELECTRICAL PLANS ARE NOT REVIEWED PRIOR TO PERMIT ISSUANCE. All electrical work shall
comply with current codes and will be field-inspected for compliance. Building pennits may be issued without electrical penn its.
Electrical contractor must confinn an electrical pennit has been obtained before starting work.
65. Provide grounding electrode at electrical service, consisting of (or connected to) a minimum 20' length of \I,"diameter steel
reinforcement in footings. [410S.1.2] ;
66. GFCI protecti"n required for receptacles in outdoor locations, garages, untinished basements, bathrooms, where serving counter-
top surfaces in kitchens, and when within 6' of wet-bar sinks, [4402]
67. Provide an approved smoke detector In each sleeping room, outside of each separate sleeping area, and on each additional story of
the dwelling. All detectors shall be interconnected and shall provide an alann audible in all sleeping areas. Smoke detectors shall
be located minimum 3' upstream of air ducts. [316.1]
6S. All smoke detectors shall receive their primary source of power from the pennanent built-in wiring, with battery back-up in case
power is interrupted, Exception for remodels: hardwiring and interconnection is required only if other remodeling considerations
require rem OVid of the appropriate wall and ceiling coverings to facilitate wiring. [316,1.1, 316.2]
69. Required smoke alanns shall not be located within kitchens or garages, or in other spaces where temperatures can fall below 40
degrees F. Ionization smoke alanns shall not be located closer than 3 feet horizontally from: a door to a kitchen or full bath; or
supply registers of a forced air heating or cooling system, Smoke alarms within 20' of a cooking appliance shall be a photoelectric-
type smoke alarm or the alarm shall have an approved silencing means.[316.1] .
70. Recessed lightltixtures installed in cavities intended to be insulated shall be labeled as suitable for being installed in direct contact
with insulation (lC rated). [4503.5]
71. Electrical outlets and approved wall fixtures in the fire separation wall shall not be located back to back. Use metal boxes no larger
than 16 sq. inches placed in separate stud spaces for the 2 dwelling units.[320.2]
ENERGY CONSERV A nON
72. Provide approved vapor barrier installed on the wann side (in winter) of insulation at ail unventilated exterior walls, floors. and
ceilings enclosing conditioned space. [C40 1.9.1] .
73. PATH 1 insulation requirements: (Section C401 for alternative insulation paths,)
Exterior Walls: R-21, Basement Walls: R-15, Underfloor: R-25, Slab Floor Edges: R-15, Flat Ceilings: R-38, Vaulted Ceilings: R-
30 (max. 50% of floor area), Main Entry Door (max, 24sl): U=0.54, Other Exterior Doors: U=0,20, Windows: U=0.40, Skylights
(max. 2% of floor area): U=0.50, Forced Air Ducts: R-8. [Table C401.1(I)] ,
74. Alterations within an existing building envelope may use the minimum component insulation requirements:
Exterior Walls: R-15, Basement Walls: R-15, Underfloor: R-21, Slab Floor Edges: R-IO, Flat Ceilings: R-3S, Vaulted Ceilings: R-
21. Exterior Doors: U=0.54. Windows & Skvlights: U=0.65. Forced Air Ducts: R-8. rCI01.2.3. Table C401.1b Foomote CI
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STRUCTURAL CALCULATIONS
Preoared for:
Nir Pearlson, AlA Architect
1460 East 21st Avenue
Eugene, OR 97403
Proiect:
Vertical and Lateral Analysis and Design of
Proposed residence addition to existing Karla Smith residence
Located at420 Riverview Blvd., Springfield, OR 97477
~
Craig A. Lawrence, P.E.
Civil Engineer
1938 Minda Drive
Eugene, OR 97401
Ph: 684-9217
Fax: 684-0023
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I EXPIRATION DATE: 12131/04 I
September 27,2004
Job No. 04021.01
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CRAIG A. LAWRENCE, P.E.
1938 Minda Drive
Eugene, OR 97401
Ph: 684-9217
Fax: 684-0023
;;
September 27,2004
Job No. 04021.01
Nir Pearlson, AlA Architect
1460 East 21st Avenue
Eugene, OR 97403
Re: Vertical and Lateral Analysis and Design of Proposed residence addition to existing Karla
Smith residence located at 420 Riverview Blvd., Springfield, OR 97477,
Dear Mr. Pearlson:
I have completed the vertical and lateral analysis and design of the proposed residence
addition. The addition will be a single-story wood framed structure, 19'-10" x 12'-0" (-238 sq.
ft). The lateral system will consist of 2x6 @ 16" oc shear walls sheathed with 1/2" (15/32")
APA rated sheathing. The roof framing will consist of DF-#2 2x10's with collar ties @ 2'-0".
The floor of the addition will be 4" concrete slab on grade with thickened slab edge.
I analyzed critical elements utilizing the provisions set forth in the current Uniform Building
Code, 1997 UBC, 1998 OSSC. The snow load is 25 psf as required by the local building
official. For seismic design, I used Zone 3 (Ca=0.36) with R=5.5 for shear wall load
calculations. I used a basic wind speed of 80 mph, with an exposure B for wind loading.
Wind load controlled in both directions. The soil bearing capacity was evaluated at 1000 psf.
Enclosed is my set of calculations, details for your submittal to the City. I. have enjoyed
working with you on this project. Please call if you have questions.
Sincerely,
Craig A. Lawrence, P.E.
9~
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CRAIG A. LAWRENCE, P.E.
1938 Minda Drive Tel; 541-684-9217
Eugene Oregon 97401 Fax: 541-684-0023
Page:
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Project: Nir Pearlson (Smith Residence Add.) Project Number: 04021.01 Date: 09/22/04
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CRAIG A. LAWRENCE, P.E .
1938 Minda Dnve Tel: 541-684-9217
Eugene Oregon 97401 Fax: 541-684-0023
Page:
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Project: Nir Pearfson (Smith Residence Add,) Project Number: 04021.01 Date: 09/22/04
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Roof Rafterl97 Uniform Buildin~ Code (97 NDS) 1 Ver: 6.00.63
By: Crai~ Lawrence ,Crai~ A Lawrence, PE on: 09-22-2004 : 11 :07:00 AM
Project: Nir Pearfson Smith Addition - Location: Roof Purlin
Summary:
1.5 IN x 9.25 IN x 12,0 FT (10 + 2) @l24 O.C. 1#2 - DouRlas Fir-Larch - Dry Use
Section AdeQuate By: 133.6% Controllin9 Factor. Section Modulus I Depth Required 6.05 In
Intenor Span Deflections: .
Dead Load: DLD-Intenor=
Live Load: LLD-Intenor=
Total Load: TLD-Intenor=
Eave Deflections (Positive Deflections used for design):
Dead Load:
Live Load:
Total Load:
Rafter End Loads and Reactions:
Upper Live Load:
Upper Dead Load:
Upper Total Load:
Lower Live Load:
Lower Dead Load:
Lower Total Load:
Upper Equlv. Tnbutary Width:
Lowe, Equiv. Tnbu1ary Width:
Rafter Data:
Intenor Span:
Eave Span:
Rafter Spacing:
Rafter Pitch:
Roof sheathinR applied to top of loists-Top of rafters fully braced.
SheathinR or Sheetrock applied to bottom of joists-bottom of rafters fully braced.
Live Load Deflect. Critena: .
Total Load Deflect, Critena:
Rafter Loads:
Roof Live Load:
Double Eave Roof Live Load:
Roof Dead Load:
Roof Du,ation Factor:
Slope Adjusted Spans And Loads:
Intenor Span:
Eave Span:
. Rafter Live Load:
Eave Live Load:
Rafter Dead Load:
Rafter Total Load:
Eave Total Load:
Properties For: #2- Dou~las Fir,Larch
BendinR Stress:
Shea, Stress:
Modulus of Elasticity: .
Stress Perpendicular to Grain:
Adjusted Properties
Fb' (Tension):
Adjustment Factors: Cd=1.15 Cf=1.10 Cr=1,15
Fv':
Adlustment Fadors: Cd=1, 15
Design Requirements:
ControlllnR Moment: M=
5.308 Ft from left support of span 2 (Center Span) .
Critical moment created by combining all dead loads and live loads on span(s) 2
ConlrolllnR Shear. V=
At a distance d from nRht support of span 2 (Center Span)
Cntical shear created by combining all dead loads and live loads on span(s)2. 3
Compansons With Required Sections:
Section Modulus (Moment): Sreq=
S=
Areq=
A=
Ireq=
1=
DLD-Eave=
LLD-Eave=
TLD-Eave=
LOADS:
125 PLF
78 PLF
203 PLF
235 PLF
117 PLF
352 PLF
UTWeq=
LTWeq=
L=
L-Eave=
SpacinR=
RP=
LL=
LL-Eave=
DL=
Cd=
L-adi=
L-Eave,adi=
wL-adi=
wL -Eave-adi=
wD-adi=
wT-adi=
wT'Eave-adj=
Fb=
Fv=
E=
F c-perp=
Fb'=
Fv'=
Area (Shear):
Moment of Inertia (Deflection):
0.05
0.08
0.13
0.00
0.02
0.00
RXNS:
250 LB
156 LB
406 LB
470 LB
. 234 LB
704 LB
5.0
7.2
10.0
2.0
24.0
5.0
U
U
360
240
25.0
50.0
15.0
1.15
10.83
2.17
43
85
28
70
70
900
95
1600000
625
1309
109
3
IN
IN = Ul559
IN = l.I982
IN
IN = 21.12647
IN = 2U5200000C
FT
FT
FT
FT
INO.C.
:12
PSF
PSF
PSF
FT
FT
PLF
PLF
PLF
PLF
PLF
PSI
PSI
PSI
PSI
PSI
PSI
999 FT-LB
352 LB
9,16 IN3
21,39 IN3
4,83 IN2
13.88 IN2
24.18 IN4
98.93 IN4
CRAIG A. LAWRENCE, P.E.
1938 Minda Drive Tel: 541-684~9217
Eugene Oregon 97401 Fax: 541-684-0023
Page:
t
9_
.
Project: Nir Pearlson (Smith Residence Add.) Project Number: 04021,01 Date: 09/22/04
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VisualAnalyslS (version 4.00) -
Smith Addition, Wed Sep 22 11 :58:33 2004
Craig A. Lawrence. P.E" Craig Lawrence. P.E.. 04021.01
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V1sualAnatysls (version 4.00) .
Smith Addition, Wed Sep 2212:01:59 2004
Craig A. Lawrence, P.E.. Craig Lawrence. P,E.. 04021.01
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Smith Addition. Wed Sep 22 12:01 :59 2004
Ctaig A, Lawrence, P,E.. Craig l.awtence. P.E.. 04021,01
Wind
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8
-1-Wed Sep 22 11 :57:21 2004 Smith Addition Craig A. Lawrence, PE Craig Lawrence, P.E. 04021.01
Smith Addition
VisualAnalysis 4.00 Report
Company: Craig A. Lawrence, P,E, Engineer: Craig Lawrence, P.E, Billing: 04021.01
File: C:\Craig-Work\JOB FOLOERS\04021.xx Nir Pearlson\04021.01 Smith Residence\smith addition,vap
Load Cases
Load Case
Strength Service Results
l)OL
2)LL
3)Wind
4) OL + LL
5)DL+Snow+Wind/2
6}DL+Snow/2+Wind
Yes
Yes
1st Ord
II
II
II
II
II
II
Statics Check
OL
DL + LL
DL+Snow+Wind/2
DL+Snow/2+Wind
LL
Wind
L.FX L.FY L.MZ R,FX R.n R.MZ
K K K-ft K K K-ft
0.00 -0,76 -7,56 0,00 0.76 7.56
0,00 -2,28 -22,8 0,00 2.28 22.87
0.17 -2.28 -24. 3 -0,17 2.28 24.36
0.34 -1.52 -18,1 -0,34 1.52 18.19
0,00 -1.52 -15.3 0,00 1.52 15.32
0.34 0,00 -2,97 -0.34 0.00 2,97
Load Case
Member Internal Forces
Member Load Case Offset Fx Fy Mz
ft K K K-ft
OH Left OL 0,00 0,02 -0.06 0.06
1.08 0.01 -0,03 0,02
II II 2.17 0.00 0,00 0.00
OL + LL 0.00 0.11 -0.26 0,28
1.08 0,05 -0,13 0,07
2.17 0,00 . 0,00 0,00
DL+Snow+Wind/2 0.00 0,08 -0,27 0,29
1.08 0.04 -0,13 0,07
2,17 0,00 0,00 0,00
DL+Snow/2+Wind 0,00 0.01 -0,18 0,19
1.08 0.01 -0.09 0.05
II 2.17 0.00 0.00 0.00
LL 0.00 0,08 -0.20 0,22
1.08 0,04 -0.10 0.05
2.17 0,00 0.00 0,00
Wind 0.00 -0,05 -0,02 0.02
1.08 -0.03 -0,01 0.01
2,17 0,00 0,00 0.00
OH Right OL 0,00 0,02 0.06 -0,07
II 1.16 0.01 0.03 -0.02
2.32 0,00 0,00 0.00
OL + LL 0.00 0.11 0.28 -0,32
1.16 0.05 0.14 -0.08
2.32 0,00 0.00 0.00
DL+Snow+Wind/2 0,00 0,11 0.28 -0,32
1.16 0.05 0.14 -0,08
2.32 0,00 0.00 0.00
OL+Snow/2+Wind 0.00 0.06 0.17 -0.20
1.16 0,03 0.08 -0.05
-1-
1
. -2-Wed Sep 2211:57:212004 Smith Addition Craig A. Lawrence, P.E. Craig Lawrence, P.E. 04021.01
Member Load Case Offset Fx Fy Hz
ft K K K-ft
II 2.32 0,00 0.00 0.00
LL 0,00 0.08 0.22 -0.25
II II 1.16 0.04 0.11 -0.06
2.32 0,00 0.00 0,00
Wind 0.00 0,00 0.00 0.00
II 1.16 0.00 0.00 0.00
2.32 0.00 0.00 0.00
P1 DL 0.00 -0.63 0.08 -0,06
II 2,71 -0.60 0.01 0.06
II 5.42 -0.57 -0.06 -0.01
DL + LL 0.00 -1. 61 0,25 -0.2?
2.71 -1. 53 0.05 0.13
5.42 -1.45 -0.14 0.02
DL+Snow+Wind/2 0,00 -1. 52 0.27 -0.29
2.71 -1.47 0,06 0.16
5.42 -1. 43 -0.15 0.05
DL+Snow/2+Wind 0.00 -0.94 0.21 -0.19
2.71 -0.95 0.05 0.15
II II 5.42 -0.96 -0.11 0,07
LL 0.00 -0.99 0.17 -0.22
II 2,71 -0.93 0.04 0.07
5,42 -0.88 -0.08 0.02
Wind 0,00 0.18 0,04 -0,02
2,71 0.11 0,02 0.06
5.42 0.05 -0,01 0.06
P2 OL 0.00 -0,27 0.05 0.01
2,71 -0,24 -0.02 0.05
5,42 -0.21 -0.09 -0,10
DL + LL 0.00 -0.74 0.14 0.01
2.71 -0.66 -0.05 0.13
5,42 -0,58 -0.25 -0.27
DL+Snow+Wind/2 0,00 -0,69 0.15 0.03
2.71 -0.64 -0.06 0.15
5.42 -0.59 -0,27 -0.28
DL+Snow/2+Wind 0.00 -0,40 0.11 0.04
2.71 -0.41 -0.05 0.13
II 5.42 -0.43 -0.21 -0,21
LL 0,00 -0.47 0.09 0.00
2,71 -0.42 -0.03 0.09
II II 5.42 -0.37 -0.16 -0.17
Wind 0.00 0.10 0.02 0.03
2.71 0.04 -0.01 0.04
5.42 -0.03 -0,04 -0.02
P3 DL 0.00 -0,21 0.09 -0,10
2.71 -0.24 0.02 0.04
5,42 -0,27 -0.05 -0.01
DL + LL 0.00 -0.58 0.24 -0.27
2.71 -0.66 0.04 0.10
5.42 -0,75 -0,15 -0.05
DL+Snow+Wind/2 0,00 -0,61 0.23 -0,28
II 2,71 -0,69 0,04 0.09
II 5,42 -0.77 -0.16 -0.07
DL+Snow/2+Wind 0,00 -0,45 0.16 -0.21
II 2.71 -0.50 0.02 0.04
5.42 -0.56 -0.11 -0,08
LL 0.00 -0.37 0.15 -0.17
2,71 -0,42 0.02 0.07
5.42 -0.47 -0.10 -0.04
Wind 0.00 -0,05 -0.00 -0.02
2.71 -0,05 -0.00 -0.03
5.42 -0,05 -0.00 -0.05
P4 DL 0.00 -0,57 0.06 -0.04
2.63 -0.60 -0.01 0,03
-2-
(0
. -3-Wed Sep 22 11:57:21 2004 Smith Addition Craig A. Lawrence, P.E. Craig Lawrence, P.E. 04021.01
Member Load Case Offset Fx Fy Hz
ft X X X-ft
" 5,26 -0.63 -0.07 -0.07
DL + LL 0.00 -1.46 0.14 -0.08
" " 2,63 -1. 54 -0.05 0,05
" 5.26 -1. 62 -0.24 -0,32
" OL+Snow+Wind/2 0.00 -1. 51 0.15 -0.11
" 2.63 -1.59 -0.04 0.03
5.26 -1.67 -0.23 -0.32
DL+Snow/2+Wind 0,00 '-1.12 0,12 -0.13
2.63 -1.17 -0.01 0.00
" 5.26 -1.23 -0.14 . -0.20
LL 0.00 -0,89 0.08 -0.04
2,63 -0,94 -0.04 0.01
5,26 -0.99 -0.16 -0.25
Wind 0.00 -0.11 0.01 -0.08
2.63 -0.11 0.01 -0.04
5,26 -0,11 0.01 0.00
Rafter T DL 0.00 -0.32 0.01 -0,02
5.00 -0.32 -0,00 0.02
10.00 -0.32 -0.02 -0,03
OL + LL 0,00 -0.76 0,01 0,01
5.00 -0.76 -0.00 0,03
" 10.00 ' -0.76 -0,02 -0,03
" OL+Snow+Wind/2 0.00 -0,79 0,01 0.02 d.. 1'13 Ib COtvNl5VMOV
5.00 . -0.79 -0,01 0.03
10.00 -0.79 -0.02 -0.04 Ot' t2-IrFn:S7L '17 ~
DL+Snow/2+Wind 0.00 -U.ou . 0.01 0.03
5,00 -0,60 -0.01 0.02 drlsT
10,00 -0.60 -0,02 -0.06
LL 0,00 -0.45 -0,00 0,02
" 5,00 -0,45 -0.00 0.01
10.00 -0.45 -0.00 -0.00
Wind 0.00 -0.06 -0.01 0.03
5.00 -0.06 -0.01 -0,00
" " 10,00 -0,06 -0.01 -0,03
Member Internal Stresses
Member Load Case Offset fa fb+y fb-y fa max fa min
ft Ksi Ksi Ksi Ksi Ksi
OH Left OL 0,00 0.00 -0,03 0,03 0.04 -0.03
" " 1.08 0.00 -0.01 0.01 0,01 -0.01
2.17 0.00 0.00 0,00 0.00 0,00
OL + LL 0.00 0.01 -0.16 0,16 0.16 -0.15
1.08 0.00 -0,04 0.04 0,04 -0,04
" 2.17 0.00 0.00 0.00 0.00 0.00
DL+Snow+Wind/2 0.00 0.01 -0.16 0.16 0.17 -0,16
1.08 0.00 -0.04 0,04 0.04 -0.04
2,17 0,00 0.00 0.00 0,00 0,00
DL+Snow/2+Wind 0.00 0.00 -0.11 0.11 0.11 -0.11
1.08 0.00 -0.03 0.03 0.03 -0.03
" 2.17 0,00 0.00 0.00 0.00 0.00
" LL 0.00 0.01 -0,12 0.12 0.13 -0,12
1..08 0,00 -0,03 0.03 0.03 -0.03
" 2,17 0.00 0,00 0.00 0.00 0,00
Wind 0.00 -0.00 -0.01 0,01 0,01 -0,02
LOB -0.00 -0.00 0.00 0,00 -0,01
2,17 0,00 0.00 0.00 0.00 0.00
OH Right DL 0.00 0.00 0.04 -0,04 0.04 -0.04
1.16 0.00 0.01 -0.01 0.01 -0.01
" 2,32 0.00 0.00 0.00 0',00 0,00
-3-
II
. -4-Wed Sep 22 11 :57:21 2004 Smith Addition Craig A. Lawrence, P.E. Craig Lawrence, P.E. 04021.01
Member Load Caae Offset fa fb+y fb-y fc max fo !Din
ft Ksi Ksi Ksi Ksi Ksi
DL + LL ' 0.00 0.01 0.18 -0.18 0.19 -0.17
1.16 0,00 0.05 -0.05 0,05 -0,04
II 2.32 0.00 0.00 0,00 0.00 0.00
DL+Snow+Wind/2 0.00 0,01 0.18 -0,18 0.19 -0,17
II II 1.16 0.00 0.05 -0.05 0,05 -0.04
II 2.32 0.00 0.00 0.00 0.00 0.00
OL+Snow/2+Wind 0.00 0.00 0.11 -0,11 0,11 -0.11
1.16 0.00 0.03 -0.03 0.03 -0.03
2.32 0.00 0.00 0.00 0.00 0.00
LL 0.00 0.01 0.14 -0,14 0,15 -0.14
1.16 0,00 0.04 -0.04 0.04 -0.03
II 2.32 0.00 .0.00 0.00 0.00 0,00
Wind 0.00 0.00 0.00 0.00 0.00 0.00
1.16 0.00 0.00 0.00 0.00 0.00
II II 2,32 0,00 0.00 0.00 0,00 0.00
PI DL 0.00 -0.05 0.03 -0,03 -0,01 -0.08
2.71 -0.04 -0.03 0,03 -0.01 -0.08
5,42 -0,04 0.00 -0.00 -0,04 -0,04
DL + LL 0.00 -0.12 0.16 -0.16 0.04 -0.27
2.71 -0.11 -0,08 0.08 -0.04 -0.19
5.42 -0.10 -0.01 0,01 -0,09 -0.11
DL+Snow+Wind/2 0.00 -0.11 0.16 -0,16 0,05 -0.27
2,71 -0,11 -0.09 0.09 -0.02 -0,20
5,42 -0,10 -0.03 0.03 -0.08 -0.13
DL+Snow/2+Wind 0,00 -0.07 0.11 -0.11 0.04 -0.18
II 2.71 -0.07 -0.09 0,09 0.02 -0.16
5,42 -0.07 -0.04 0,04 -0.03 -0.11
LL 0.00 -0.07 0.12 -0.12 0,05 -0.19
2.71 -0.07 -0.04 0.04 -0.03 -0.11
5,42 -0.06 -0,01 0.01 -0.05 -0.08
Wind 0.00 0.01 0.01 -0.01 0.03 -0.00
2.71 0,01 -0.03 0.03 0,04 -0.02
5.42 0.00 -0,04 0.04 0.04 -0.03
P2 .DL 0,00 -0.02 -0,00 0.00 -0.01 -0,02
2.71 -0.02 -0.03 0.03 0.01 -0.04
5.42 -0,02 0.06 -0,06 0,04 -0.07
DL + LL 0.00 -0,05 -0.01 0.01 -0,05 -0,06
II 2,71 -0.05 -0,07 0.07 0.03 -0,12
5.42 -0.04 0,15 -0.15 0,11 -0.20
DL+Snow+Wind/2 0.00 -0.05 -0.02 0,02 -0,03 -0.07
2.71 -0,05 -0,09 0.09 0.04 -0.13
II 5.42 -0.04 0.16 -0,16 0.12 -0,20
II DL+Snow/2+Wind 0.00 -0.03 -0.02 0,02 -0.00 -0.05
2,71 -0.03 -0,07 0.07 0,04 -0,10
5,42 -0,03 0,12 -0.12 0.09 -0,15
LL 0.00 -0.03 -0.00 0.00 -0,03 -0.04
2.71 -0.03 -0,05 0,05 0.02 -0.08
. 5,42 -0,03 0,10 -0.10 0.07 -0.12
Wind 0,00 0,01 -0.02 0.02 0.03 -0.01
II 2.71 0.00 -0.02 0.02 0,03 -0,02
5.42 -0.00 0.01 -0.01 0,01 -0.01
P3 DL 0.00 -0.02. 0.06 -0.06 0,04 -0.07
II 2.71 -0,02 -0.02 0.02 0.00 -0.04
5,42 -0,02 0,01 -0.01 -0.01 -0,03
DL + LL 0.00 -0,04 0,15 -0.15 0.11 -0,20
2,71 -0.05 -0,06 0.06 0,01 -0.10
II 5.42 -0.05 0.03 -0.03 -0.03 -0.08
II DL+Snow+Wind/2 0.00 -0.04 0.16 -0.16 0.12 -0.20
2.71 -0,05 -0,05 0.05 -0.00 -0.10
5.42 -0,06 0.04 -0.04 -0,01 -0.10
DL+Snow/2+Wind 0,00 -0.03 0.12 -0,12 0,09 -0.15
2.71 -0.04 -0.02 0,02 -0.02 -0.06
5.42 -0.04 0.04 -0.04 0.00 -0,08
-4-
{z..
. -S-Wed Sep 2211:57:212004 Smith Addition Craig A. Lawrence. P.E. Craig Lawrence, P.E. 04021,01
Member Load Case Offset fa fb+y fb-y fa max fo min
ft Ksi Ksi Ksi Ksi Ksi
LL 0.00 -0.03 0.10 -0,10 0.07 -0.12
2.71 -0.03 -0.04 0.04 0.01 -0.07
5,42 -0.03 0.02 -0,02 -0.01 -0.05
Wind 0.00 -0.00 0.01 -0.01 0.01 -0.01
II 2.71 -0.00 0.02 -0,02 0,01 -0,02
5.42 -0.00 0.03 -0.03 0.02 -0.03
P4 DL 0.00 -0.04 0.02 -0.02 -0,02 -0.06
2.63 -0.04 -0.02 0,02 -0.02 -0.06
5,26 -0.05 0.04 -0.04 -0.01 -0.08
II DL + LL 0.00 -0,10 0.04 -0.04 -0.06 -0.15
2,63 -0.11 -0,03 0.03 -0,08 -0.14
5.26 -0.12 .0,18 -0.18 0.06 -0.30
DL+Snow+Wind/2 0.00 -0.11 0.06 -0.06 -0.04 -0.17
2.63 -0.11 -0,02 0.02 -0.10 -0.13
5.26 -0.12 0.18 -0.18 0.06 -0.30
DL+Snow/2+Wind 0.00 -0.08 0.07 -0.07 -0.01 -0.16
2,63 -0.08 -0.00 0,00 -0,08 -0.09
II 5,26 -0.09 0.11 -0.11 0,02 -0.20
LL 0,00 -0,06 0.02 -0.02 -0.04 -0.08
2.63 -0.07 -0.01 0.01 -0.06 -0.08
II 5.26 -0,07 0.14 -0.14 0.07 -0.21
Wind 0,00 -0.01 0.04 -0.04 0.04 -0.05
2.63 -0.01 0.02 -0,02 0,01 -0,03
5,26 -0.01 0,00 0,00 -0,01 -0.01
Rafter T DL 0.00 -0.03 0,01 -0.01 -0.02 -0.04
5.00 -0.03 -0,02 0.02 -0.01 -0.05
II 10.00 -0.03 0.02 -0.02 -0.01 -0.05
DL + LL 0,00 -0.07 -0.01 0.01 -0.07 -0,08
5.00 -0.07 -0.03 0.03 -0,04 -0.10
II 10.00 -0,07 0,02 -0.02 -0.05 -0,09
DL+Snow+Wind/2 0.00 -0.07 -0.02 0.02 -0.05 -0.09
5.00 -0.07 -0.03 0.03 -0.05 -0.10
10,00 -0,07 0.04 -0.04 -0,03 -0.11
DL+Snow/2+Wind 0,00 -0.06 -0.02 0.02 -0.03 -0,08
5.00 -0,06 -0,02 0,02 -0,03 -0,08
II 10.00 -0,06 0,05 -0,05 -0,00 -0.11
LL 0.00 -0.04 -0.02 0.02 -0.02 -0,06
5,00 -0.04 -0.01 0.01 -0.03 -0.05
II 10,00 -0.04 0.00 -0,00 -0.04 -0.04
Wind 0.00 -0.01 -0.03 0.03 0,02 -0.03
5.00 -0,01 0.00 -0,00 -0,01 -0.01 .
II .10.00 -0,01 0.03 -0.03 0,02 -0,03
Member Local Displacements
Member Load Case Offset Dx Dy span/Dy
in in in
OH Left DL 0.0000 0,0000 0.0000 -NA-
Il II 12,9992 0.0000 -0.0028 < -2000
25.9985 0.0000 -0.0053 < -2000
DL + LL 0,0000 0.0000 0.0000 -NA-
12,9992 0.0001 -0,0042 < -2000
25,9985 0,0001 -0,0070 < -2000
DL+Snow+Wind/2 0.0000 0.0000 0,0000 -NA-
12.9992 0,0000 -0.0058 < -2000
25.9985 0.0001 -0.0102 < -2000
DL+Snow/2+wind 0,0000 0.0000 0.0000 -NA-
12,9992 0,0000 -0,0068 < -2000
II 25.9985 0,0000 -0.0126 < -2000
LL 0,0000 0.0000 0.0000 -NA-
-5-
I'>
. -6-Wed Sep 2211:57:212004 Smith Addition Craig A. Lawrence. P.E. Craig Lawrence, P.E. 04021.01
Member Load Case Offset Ox Dy Span/Dy
in in in
II 12.9992 0.0000 -0.0014 < -2000
25.9985 0,0001 -0.0017 < -2000
Wind 0,0000 0.0000 0,0000 -NA-
12.9992 -0,0000 -0.0033 < -2000
II II 25.9985 -0.0000 -0.0065 < -2000
OH Right OL 0.0000 0.0000 0.0000 -NA-
Il II 13.9399 0.0000 0.0010 > 2000
II 27.8798 0.0000 0.0016 > 2000
OL + LL 0.0000 0,0000 0.0000 -NA-
13.9399 0.0001 -0.0021 < -2000
II 27,8798 0.0001 -0.0060 < -2000
OL+Snow+Wind/2 0,0000 0.0000 0.0000 -NA-
Il 13.9399 0.0001 -0,0036 < -2000
27.8798 0,0001 -0.0091 < -2000
DL+Snow/2+Wind 0.0000 0.0000 0.0000 -NA-
13,9399 0,0000 -0.0037 < -2000
27,8798 0.0001 -0.0085 < -2000
LL 0.0000 0.0000 0,0000 -NA-
13.9399 0.0001 -0,0031 < -2000
27.8798 0,0001 -0.0076 < -2000
Wind 0.0000 0,0000 0.0000 -NA-
13.9399 0.0000 -0.0032 < -2000
27.8798 0.0000 -0.0063 < -2000
P1 OL 0.0000 0.0000 0,0000 -NA-
Il 32.4992 -0,0012 -0.0081 < -2000
64,9985 -0.0023 -0,0115 < -2000
OL + LL 0,0000 0.0000 0.0000 -NA-
32.4992 -0.0031 -0.0198 < -2000
64.9985 -0.0060 -0.0300 < -2000
DL+Snow+Wlnd/2 0.0000 0.0000 0,0000 -NA-
Il 32.4992 -0.0029 -0.0239 < -2000
II 64,9985 -0,0058 -0.0354 -1835.79
OL+Snow/2+Wind 0.0000 0.0000 0.0000 -NA-
32.4992 -0.0018 -0.0221 < -2000
64.9985 -0.0037 -0,0315 < -2000
LL 0,0000 0.0000 0.0000 -NA-
Il 32.4992 -0.0019 -0.0117 < -2000
64.9985 -0.0036 -0.0185 < -2000
Wind 0,0000 0,0000 0,0000 -NA-
32,4992 0.0003 -0.0081 < -2000
64.9985 0.0004 -0.0108 < -2000
P2 OL 0.0000 -0.0023 -0.0115 < -2000
32.5015 -0.0028 -0.0112 < -2000
II 65,0031 -0,0033 -0.0077 < -2000
OL + LL 0.0000 -0.0060 -0.0300 < -2000
II 32,5015 -0.0073 -0,0297 < -2000
65,0031 -0,0086 -0.0201 < -2000
II DL+Snow+Wind/2 0.0000 -0.0058 -0.0354 -1835,97
32.5015 -0.0071 -0.0335 -1937,69
65.0031 -0.0083 -0.0203 < -2000
DL+Snow/2+Wind 0.0000 -0.0037 -0,0315 < -2000
II 32.5015 -0.0045 -0.0281 < -2000
II II 65.0031 -0.0053 -0.0143 < -2000
LL 0,0000 -0,0036 -0.0185 < -2000
II 32.5015 -0.0045 -0.0185 < -2000
65.0031 -0.0053 -0.0124 < -2000
Wind 0.0000 0.0004 -0.0108 < -2000
32.5015 0.0006 -0.0076 < -2000
65.0031 0.0006 -0.0004 < -2000
P3 DL 0.0000 0.0031 -0.0077 < -2000
32.5015 0.0027 -0,0084 < -2000
65.0031 0.0022 -0,0070 < -2000
OL + LL 0.0000 0.0082 -0.0202 < -2000
-6-
. -7-Wed Sep 2211:57:212004 Smith Addition Craig A. Lawrence, P.E. Craig Lawrence, P.E. 04021.01 It
Member Load Case Offset Ox Dy Span/Dy
in in in
32.5015 0.0070 -0.0212 < -2000
65,0031 0,0056 -0.0161 < -2000
DL+Snow+Wind/2 0,0000 0.0086 -0,0201 < -2000
32.5015 0,0073 -0.0180 < -2000
II " 65.0031 0,0059 -0.0115 < -2000
" DL+Snow/2+Wind 0.0000 0,0064 -0.0138 < -2000
II 32.5015 0.0055 -0.0084 < -2000
65,0031 0.0044 -0,0024 < -2000
LL 0.0000 0'.0051 -0.0125 < -2000
32,5015 0.0043 -0.0128 < -2000
II 65.0031 0.0034 -0,0091 < -2000
Wind 0.0000 0.0007 0,0001 > 2000
32.5015 0.0006 0,0064 > 2000
" 65.0031 0.0005 0.0092 > 2000
P4 DL 0.0000 0.0023 -0.0069 < -2000
31. 5601 0.0012 -0.0045 < -2000
" 63.1202 0.0000 0.0000 -NA-
DL + LL 0,0000 0.0058 -0.0160 < -2000
31.5601 0.0030 -0.0084 < -2000
" 63.1202 0.0000 0.0000 -NA-
DL+Snow+Wind/2 0.0000 0.0060 -0,0114 < -2000
31. 5601 0.0031 -0,0051 < -2000
" 63.1202 0.0000 0.0000 -NA-
DL+Snow/2+Wind 0,0000 0,0045 -0.0023 < -2000
" 31. 5601 0.0023 0.0001 > 2000
" 63.1202 0.0000 0.0000 -NA-
LL 0.0000 0,0036 -0.0091 < -2000
31. 5601 0.0018 -0.0039 < -2000
" 63,1202 0,0000 0.0000 -NA-
Wind 0.0000 0.0004 0.0092 > 2000
31.5601 0.0002 0.00,65 > 2000
" 63.1202 0.0000 0,0000 -NA-
Rafter T DL 0.0000 0,0023 -0,0115 < -2000
60,0000 0,0008 -0,0137 < -2000
120.000 -0.0007 -0.0073 < -2000
" DL + LL 0.0000 .0.0060 -0.0300 < -2000
60.0000 0.0025 -0.0316 < -2000
" 120.000 -0.0010 -0,0170 < -2000
DL+Snow+Wind/2 0.0000 0.0083 -0.0349 < -2000
II 60,0000 0,0047 -0.0319 < -2000
" 120.000 0.0010 -0.0129 < -2000
DL+Snow/2+Wind 0.0000 0.0087 -0.0305 < -2.000
60.0000 0.0059 -0.0233 < -2000
120.000 0,0032 -0.0039 < -2000
LL 0.0000 0.0038 -0.0185 < -2000
" 60.0000 0.0017 -0.0179 < -2000
120.000 -0,0003 -0.0097 < -2000
Wind 0.0000 0.0046 -0.0098 < -2000
60.0000 0,0043 -0,0006 < -2000
120.000 0,0040 0.0082 > 2000
Nodal Displacements
Node Load Case OX OY RZ
in in deg
N1 DL 0.00 0.00 -0.01
DL + LL 0.00 0,00 -0:03
DL+Snow+Wind/2 0.00 0.00 -0.03
DL+Snow/2+Wind 0.00 0.00 -0,04
LL 0.00 0.00 -0.01
-7-
. -8-Wed Sep 2211:57:212004 Smith Addition Craig A. Lawrence, P.E. Craig Lawrence, P.E. 04021.01 is
Node Load Case OX OY RZ
in in deg
II Wind 0.00 0,00 -0.02
N2 DL -0.00 0.00 -0.01
DL + LL -0.00 0.01 -0.01
DL+Snow+Wind/2 -0.00 0.01 -0,02
DL+Snow/2+Wind -0,00 0.01 -0.03
II LL -0.00 0.00 -0.00
II Wind -0.00 0,01 -0.01
N3 DL 0.00 -0.01 -0.00
DL + LL 0.01 -0,03 -0,01
II DL+Snow+Wind/2 0.01 -0.03 -0.01
II DL+Snow/2+Wind 0.01 -0.03 -0.00
LL 0.00 -0.02 -0.01
II Wind 0.00 -0.01 0.00
N4 DL -0.00 -0.01 0.00
DL + LL -0.00 -0.02 0.01
DL+Snow+Wind/2 0.00 -0,02 0,01
DL+Snow/2+Wind 0.00 -0.02 0.02
LL -0.00 -0.01 0.01
Wind 0.00 -0,00 0.01
N5 DL -0.00 -0.01 0.00
DL + LL -0.00 -0,02 0.01
II DL+Snow+Wind/2 0.00 -0,01 0,01
"DL+Snow/2+Wind 0.00 -0,00 0,01
LL -0.00 -0.01 0,01
Wind 0.00 0,01 0,00
N6 DL 0,00 0,00 0,01
DL + LL 0.00 0,00 0,00
DL+Snow+Wind/2 0.00 0,00 -0,01
DL+Snow/2+Wind 0.00 0.00 -0.01
II LL 0.00 0.00 -0.01
II Wind 0.00 0.00 -0.01
N7 DL 0,00 0.00 0.00
OL + LL -0.00 -0.01 -0.02
II' DL+Snow+Wind/2 -0.00 -0.01 -0.02
DL+Snow/2+Wind -0,00 -0.01 -0,02
LL -0.00 -0.01 -0.02
Wind -0.00 -0.01 -0,.01
Nodal Reactions
Node Load Case FX FY HZ
K K K-ft
N1 DL 0,55 ~ -NA-
DL + LL 1.39 -NA-
DL+Snow+Wlnd/2 1. 27 :".J..J.. -NA-
DL+Snow/2+Wind 0,1) 0.72 -NA-
LL 0.84 0,75 -NA-
Wind -0.24 -0,03 -NA-
N6 DL -0.55 0.38 -NA- II
DL + LL -1. 39 , H -NA- Yb~ t/ I:{'(lT MNfi ~f00
II DL+Snow+Wind/2 -1. 44 ,[1.l7J -NA- Il/a
DL+Snow/2+Wind -1. 07 6.il(} -NA-
Il LL -0,84 0,77 -NA-
Wind -0,10 0,03 -NA-
-8-
CRAIG A. LAWRENCE, P.E .
1938 Minda Drive Tel: 541-684-9217
Eugene Oregon 97401 Fax: 541-684-0023
Page:
lit>
9_
Project: Nir Peartson (Smith Residence Add.l Project Number: 04021,01
Date: 09/22/04
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--
"
CRAIG A. LAWRENCE, P.E.
1938 Minda Drive Tel: 541-684-9217
Eugene Oregon 97401 Fax: 541-684-0023
Page: 17
9_
I ' Project:,Nir Pearlson (Smith Residence Add.\ Project Number: 04021.01 Date: 09/22/04
,
Lfrnfrun_ LQA:() 1<7 TO P 0 F ~J'tVv = J / q pI, F
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3bS' &f\: OIL @ eft -Jo l~"-
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doL- (OI7fjb,1'jJo)C 2) -=- I~ ?JBs fro,sr
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VyyJ 'N ~ GiJ.L1 (2.1 D ~
Vtffl-T fDr2-LlF' = 'DL+GL = Z!;'O Ibs
USE L- SO GF 4"2.0 ~A- JU'SI x o,~/-;::. 34-0 Lb
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CRAIG A. LAWRENCE, P.E.
1938 Minda Drive Tel: 541-684-9217
Eugene Oregon 97401 Fax: 541-684-0023
Page: / B
9_
Project: Nir Pearlson (Smith Residence Add.\ Project Number: 04021.01
Date: 09/22/04
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,
CRAIG A. LAWRENCE, P.E .
1938 Minda Drive Tel: 541-684-9217
Eugene Oregon 97401 Fax: 541-684-0023
Page: I,
C;~
Project: Nir Pearlson (Smith Residence Add.~ Project Number: 04021,01 _ Date: 09/22/04
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.
CRAIG A. LAWRENCE, P.E .
1938 Minda Drive Tel: 541-684-9217
Eugene Oregon 97401 Fax: 541-684-0023
Page: 20
Cf'-.
Project: Nir Pearlson (Smith Residence Add.) Project Number: 04021.01 Date: 09/22/04
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..
CRAIG A. LAWRENCE, P.E .
1938 Minda Drive Tel: 541-684-9217
Eugene Oregon 97401 Fax: 541-684-0023
Page: 2-1
yJ_
Project: Nir Pearlson (Smith Residence Add.) Project Number: 04021.01 Date: 09/22/04
~~I\k- R.~D e ~T1JO~/ B({ft(2{fIk- PG~
. I,
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: I CD rl'O W / Z- y.. + B!d\1Uy\.(,- Dill ZX (.,
pL-V\:IT 0 Ie (I C/trV OFF set
Bl:tA12-11\.& To frl>>olAl FlJ (L I N su~PrTI 0 N .
.' 'WOOD COLUMN DESIGN PER 1997 NOS
By Craig A. Lawrence, P.E.
27-
.
COLuMN DIMENSIONS
Width, b =
Depth, d =
Height, H =
k eft =
1.5 in,
3.5 in.
7.5 ft.
1
ALLOWABLE STRESSES AND DESIGN CONSTANTS
Wood grade: Doull. Fir. # 2
E = 1600000 psi.
Cd = 1
Fe = 1350 psi
e' = 0.8
KeE = 0.3 psi
Is Column Supported laterally? YorN Y
, '
ALLOWABLE STRESS CALCULATION
le/d = K eft x H x 121 d = 25.71
Fe* = Cd x Fe = 1350
FeE;' (KeE x E')/(le/d)^2 = 726
R = FeE 1 Fe* = 0,54
A=1+R = 1.54
F'c = Fe* x { A/2c' - sqrt[ (A/2c')^2 - R1c' ]) = 620
Area = b x d = 5.25
CF= (12/d)^1/9<1.0 1.147 = 1.000
applies only when b>=5"and d>=12"
Cp= 1 +(FcE/Fc*)/2c-( (1 +(FcE/Fc*)/2c)^2-F eE/Fc* le)^0.5
applies only when column is unsupported
Cp= 0,460 = 1.000
Pallow without CF = 3257
Check: If =1 using CF else if=O is not... = 0
Pallow without Cp = 3257
Check: If =1 using CP else if=O is not... = 0
IIPallow =}\rea X F'c = 3257 Ibs 11
-.
9~
. ~
"
CRAIG A. LAWRENCE, P.E.
1938 Minda Drive Tel: 541-684-9217
Eugene Oregon 97401 Fax: 541-684-0023
Page: 2::)
(/-
Project: Nir Pearlson (Smith Residence Add.) Project Number: 04021.01 Date: 09/22/04
Dl..
LL-
!+Des - SPIrN -= (Q I
L-ofrO ~ 35\ (z-'::- I ~ I Ib / ({-
.... 772/ b/ ~ 3 t3 bIb / w
l)f' l!z- f)c u ON P()\1c~ ~
S b~. Nrl, 'PS--
.'
. C;J~
Craig A. Lawrence PE
1938 Minda Dr
Eugene, OR 97401
PH: 541-684-9217
FAX: 541~ll4-O023
Title:
Osgnr:
Description:
Job'
Oalll: 3:04PM, 22 SEP 04
2..t
,
,
Scope :
Rev: 580005
User: K'W-0606006, Vet 5.8.0, 1..oec.2003
CcH9fJ3..2003 ENERCALC Engineef'ina Software
Timber Beam & Joist
Page 1 I
~irJ)08l'laon_amllh.ecw:CaIculatlons I
Description
Roof Header over windOWs
I Timber Member In'onnatlon
, ,... ,Cod~ ~~,~ ~~~ ~~~, ,20031~,C, ,~00~,N~PA,5O~. ~as~.all,~b":s are ~~rdafi,n,ed , .1
Timber Seetlon .""
Beam WKlth in 3,500
Beam Depth in 7.250
Le: Unbraced Length ft 1.33
Tlmbe' Grade Douglas""
Larch, No.2
Fb . Basic Allow psi 875.0
Fv - Basic Allow psi 95.0
Elastic Modulus ksl 1,600.0
load Duration Factor 1.000
Member Type Sawn
Repetitive Status No
I Center Span Data
Span ft 6.00
Dead Load #Ill 191.oo
Live Load #Ill 386,00
I Results Ratio = 0.8948
Mmax @ Cent~r in-k 31.16
@X= ft 3,00
fb : Actual psi 1,016.2
Fb : Allowable psi 1,135.7
Bending OK
Iv : Actual psi 81.9
Fv : Allowable psi 95,0
ShurOK
J
J
l Reactions
'.".,.. .'",.,......".,..,
@ Left End OL
LL
Max, OL +Ll
@ Right End OL
LL
Max. DL +LL
I Deflections
Center DL Deft
LJDeft Ratio
Center LL Deft
UDeft Ratio
Center Total Deft
Location
LJDeft Ratio
,_...."....". ",.." '" . ,0.' ". I
Ibs 573.00
Ibs 1,158,00
Ibs 1,731.00
Ibs 573.00
Ibs 1,158.00
Ibs 1,731.00
...."II........",.....",.,...,,,"...,.. ..",. .111
,," ;~ '" "" , '"'' , '"''''
J
Ratio OK J
., ....,..",
in -0.031
2,299.0
in -0.063
1,137.6
In -0.095
ft 3.000
761.0
MINIMUM SETBACKS - INTERIOR LOTS ..
. All measurements are from Prooerty Llnp~
LOT INFORMA nON:
LOT 9 BLOCK 26, EMERALD
HEIGHTS AODlnON. SPRINGFlao.
LANE COUNTY
I.AAPf: 17 03 34 14 05700 000
TAX LOT: 5700
GENERAL NOTES
A. BEFORE CONSlRUCTION IS TO BEGIN. lHE CONlRACTOR IS TO VERIFY lHAT AUL
REQUIRED APPROVALS & PERMITS HAVE BEEN OBTAINED. lHE CONSlRUCTION OR
FABRICATION OF ANY BUIUDING coMpONENT MAY BEGIN ONLY AF1ER lHE CONlRACTOR
HAS RECEIVED PLANS AND ANY ADDITlONAL DocuMENTS FRoM lHE PERMITTING AND
OlHER REGULATORY AGENCY. IF lHE CONlRACTOR FAILS TO DO SO, lHE CQNlRACTOR
SHALL BE RESPONSIBLE FOR ANY RESULTING MODIFICATIONS OF WORK REQUIRED BY
ANY REGULA TORY AGENCY.
B. All. CONSlRUCTION TO COMPLY WllH lHE 2003 OREGON DWElliNG SPECIALTY CODE FOR
1 & 2 FAMILY DWEWNGS
C. lHE DRAWINGS REPRESENT lHE INTENDED CONSlRUCTED RESULT. lHE CONlRACTOR IS
RESPONSIBLE FOR AUL CONSlRUCTION MElHODS AND All. RISKS INVOLVED IN lHE
CQNSlRUCTION, AND SHAll. MAINTAIN lHE SlRUCTURAL INTEGRITY OF lHE BUIUDING
AND ITS coMpONENTS DURING All. PHASES OF CONSlRUCTION. .
D. lHE CONlRACTOR SHAUL AssuME COMPLETE RESPONSIBIUTY FOR lHE JOB SITE
CONDITlONS INCLUDING SAFETY OF AUL PERSONS AND PROPERTY DURING lHE COURSE
OF CQNSlRUCTION. lHlS REQUIREMENT APPUES CONTINUOUSLY. AND NOT UMITED TO
NORMAL WORKING HOURS. lHE CONlRACTOR AGREES TO DEFEND. INDEMNIFY AND HOUD
DESIGN PROFlESSIONALS HARMLESS FRoM ANY AND AUL UABIUTY, REAL OR AULEGED. IN
CONNECTION WllH lHE PERFORMANCE OF WORK ON lHlS PROJECT.
E. IT IS lHE RESPONSIBIUTY OF lHE CONlRACtOR TO VERIFY IN lHE FlEUD AUL
DIMENSIONS; ELEVATIONS; AND EXISTING CONDITlONS PRIOR TO PROCEEDING WllH lHE
WORK, ORDERING OR FABRICATION OF ANY MATERIALS. DISCREPANCIES FOUND SHAUL
BE REPORTED TO lHE ARCHITECT AND RESOLVED BY lHE ARCHITECT PRIOR TO
PROCEEDING WllH WORK IN lHE AFFECTED AREA.
F. SUBSTITUTION OR CHANGE REQUESTS SHAUL BE REVIEWED AND APPROVED BY lHE
ARCHITECT PRIOR TO PROCEEDING WllH lHE WORK.
G. DIMENSIONS ARE TO FACE OF SlRUCTURAL OR FRAMING MEMBERS, U.O.N.
H. WHERE IT IS CLEAR lHAT A DRAWING REPRESENTS ONE ITEM OF A NuMBER. OR ONLY A
PART OF AN ASSEMBLY, lHE OlHER WORK SHAUL BE CONSlRUCTED REPETITIVELY.
SElBACK
AREA
8MI' -Front yard to House 10 feet ,.J
-Front yard to Garage 18 feet
AD[ -Side yard to House .or Garage 5 feet .
-Rear yard to House or_ Garage 10 feet/
420 R P.U,E. HAY CHANGE SETBACKS
~RINGFIELD, OR 97477
'\ f~FEVISED SUBMITTAL 12/30/04
'\
2868
.
.
.
o
I
~ ~,
~,,-
~E PUBUC sEWER ENT,
BASED ON INFRoM PROVlD~ BY
CITY PUBU S DEPARTMEN'r
--
. EXIST. FENCE
EXIST. DECK
ADDITION
1LI
.
o
o.
o
- 0 I
00.
10<0
. ~I
0>
'"
:z
sYMBOLS
r Q BUIUDING SECTION
Q ELEVAm"
CD KEYNOTE
~ VERTICAL ELEVATION
ROOU. RooM NAME AND NuMBER
1 WAUL ASSEMBLY SYMBOL
o WINDOW SYMBOL
~S DOOR SYMBOL
. Q 101 SECTION DETAIL
/' "
[, ) Q DETAIL BUBBLE
DRAWINGS INDEX
AOOO - COVER SHEET & PLOT PLAN
A101 - FOUNDATION PLAN: FLOOR PLAN
A102 - ROOF FRAMING PLAN; SECTIONS:
BUIUDING ASSEMBUES
. A103 - ROOF DETAILS
A104 - ELEVATIONS
SJRUCTIJRAL ATTACHMEIil:
SlRUCTURAL CALCULATIONS
EXIST.
DRIVEWAY
/
-0 _
---
-
.-/ /
, :...n:! If "':"",1---<:1)1
1',... ..II. }-
, ,:~.~l 0 t, 7~5
18}~ _,j
(g)
~QN \'lOTES 1? f."ioLQ$
DUE TO EXISTING PUBUC SEWER EASEMENT.
AS INFORMED BY PUBUC WORKS DEP~,
CLOUDED AREAS ON DRAWINGS IDENTIFY
REVISIONS TO lHE ORIGINAL DocuMENTS.
~/R7
-- _ BL
---- .
I 1 PLOT PI AN - ---.
IAOOO 1/16"= 1'-0.
SAMpLE DIMENSIONS
CAULOUT FOR: 2'-8" X 6'-8.
BUIUDINGINFORMA TION:
EXISTING AREA: 1.358 S.F.
ADDITlON AREA: 228 5.F.
STORM DRAINAGE:
AUL (N) ROOF DRAINS SHAUL
DISCHARGE AT APPROVED (E)
STORM DRAINAGE SYSTEM.
OWNER COORDINATION:
COORDINATE & CONFIRM WllH
OWNER AUL WORK WHElHER
OR NOT SPECIFIED IN
DocuMENTS, INCLUDING:
ELEClRICAL; PAINT SYSTEMs,
FINISH MATERIALS, lRlM, ETC.
allIL ENGlN~
CRAIG. A. LA ENCE. P.E.
1938 t.lINDA DRIVE
EUGENE. OREGON 97401
T: 541-684-9217
F: 541-684-0023
ii, NIR PEARLSON
ARCHITECT, INC.
1460 E21S1 Avenue
Eugene, Oregon 97-403
T I F: 541-345-5547
nl......... _ ~ BdIng.oom
~~~~D AA'~
& . ~
~ I A. PfA~ON .~
. Jjt~.
cf! EUGENE, OIlEGON ~
:.:t 4378 ~
~ OF G~~
SMITH RESIDENCE
ADDITION
420 RlVER'<1E'/I BLVD. .
SPRINGFIElD. OR 97477
(541) 7<<-2522
COVER SHEET
& PLOT PLAN
SCALE: 1/16' =1'-0' I DATE: 12/30/04
AOOO
...LOf~
2: ~~x. / fI4 CeNT.
CO~lT. 2X6 P. T.
S1L1L PLAlE W/~ ~
. ANCHOR BOLTS jCONC. SLAB W/
I REINFORCEMENT
~"AoE\ ~" L, ti------~ ~~ 'i
6) -- ~, ; 1 1/2* .
IS' '0 I CLR.
R-W"SLAB .I~.
EDGE - I
INSULA liON - I
PROVIDE CONT. ' , OL . .
s.M. FLASHING
& COAliNG TO
PROlECT FROM
SUNUGHT & ~~
MECHANICAL
DAMAGE
tJ,.1 t./'tIOR WAUL
~
;
1'-0*
~ 6* !
; ?
3
A101
T}-lICK~Nf::D SLAB EDGE
1* = 1'-0.
CONC. SLAB W/
REINFORCEMENT
#4: @ 18* O.C. W/ 4*
EMBED. - DRIUL &
GROUT INTO SLOPED
(1: 1) HOLE
\
fI4 CONT.
./ (E) RESIDENCE WAUL
~ MA1<:H ElEVAmN
/ r<E> REgO"'CE flOOR . ~
~
/
~-,
CENlER WINDOW
IN RooM
~
?J;--/;;;!;'fj}I;j!!!.'~c2!!;'
~/1......11':::;:"':';::;'::'71'>111'
"-
"- (E) RESIDENCE
FOUNDATIONS
4 S1-AB EQGE @ (E) FOUN[)A TlQNS
A101 1. = 1'-0.
. . ~ f:-ROOF EAVE
00 7 , ABOVE
;~
CENlER WINDOW - J - - -!. - I
UNDER RIDGE ABOVE I
~,'~(fi) /,' /,' / '~O;~S~ER I(EGRE~SS) .' <W ~ ~" ~ ~ 1
~r/\V VINYL WINDOWS - (4) TOTAL. / I"~' - -,
, DIM. & STYLE CAULED; DllS. . ~ ' 4 -0 I! I
~ & lRlM TO MATCH (E) ? :~/ '/ '/ ,/:.,.l "
~. .ctJ BEDROOM "- - -~. : A I
.: W~W,J~DS ,.~JI~ I ~
CLOSET W/ SHEUF 11\ ,t<)--...
:AW' ~OW/ & ROO ""0 " w. \tv ~I, II ~ _ --~~~W
INSUUI.ot< \ .'-FOlD ~OOR~ ((" f I' .
WAll. HEAlER~ I
I
f
19'-0*
4'-0. ,
.Y /, ,
, ;;
r----------------~'
I
I
ADDITlON I
I
4. CONC. SLAB ON GRADE.
REINFORCEMENT: L - - - - -, /
WWFF 6X6 / W1.4 X W1.4 - MATCH I
ELEVATION WI (E) l'LooR I
I '0
I ~
10*z @ i -
;t!- L===:==================-' - 'L-.:l
- I .,
I
I
@
TYP.
.
o
1
":ot
J
~-
,
r-----------------------l
I _ EXIST. RESIDENCE I
1 FOUNDATlON PLAN
A101 1/4. = 1'-0.
I
I
~-
,
I
1
I
I
I
I
~~
',I -:-1
I(V
I (E) BEbROO~
L RELOCA lE
(E) HOSE
BIBB
2 FLOOR PLAN
A101 1/4* = 1'-0.
-
@-rrp, OPEN (E) WAUL. INSTALL
2'-8* DOOR - HARDWARE
. & lRlM TO MATCH (E)
LEGEND:
EXIST. WAUL
6;" NEW WAUL
I:IQLP QQ~ r-W- QUTS;
1 SIMpSON LTT20B W/ DBL STUD
& 1/2*!D AS
fA\. Sl::lEAR WAUL CAUL OUT: 7/16* APA
\!Y RATED SHEATHING W/8d @ 6* O.C.
BLOCK AUL EDGES, AUL NAILS co~MoN
. ANCHOR BOLTS CAUL OUTS: 1/2*!D
A A307 AB W/ 8* EMBED. SPAONG:
~ <<>> 48* O.C.
~ @ 36* O.C.
ELECTRICAL LEGEND
-$- UGHT FIXTURE
$ CONlROL SWITCH
qp OUTLET
'\7 PHONE OUTLET
@ CABLE TV /INlERNET CONNECllON
ii, NIR PEARLSON
ARCHITECT,INC,
1460 E21st Avenue
Eugene. Ontgon 97403
T J F: 541-345-5547
.~ ~, . _ ->uDdIng.com
~~~tD M'%
& NIR ~
~ !fA1S0N ~
.u.~.
d'- EUGENE. OREGON ~
~ 4378 ~
~ OF O~~
SMITH RESIDENCE
ADDIllON
420 RI'IERVlEW BL I/O.
SPRlNGFlElD. OR 97477
(541) 744-2522
FOUNDA TlON PLAN
FLOOR PLAN
.Q9
FOUNDATION DETAILS
SCAlE: VARIES I DAlE: 12/30/04
A101
.2.OF~
.....
+l~
.
OI
.1 ~
"-<
~
ClOSET
'J?
I. "
~I~~G
SEE NOTES
BEDROOf.d.
.r PAD & CARPET
FLOORING OVER
CONC. SLAB
-
-~-~
-f1~,:
----
@
2 CROSS SECTION
A102
PONY WAUL TO EXTEND
(E) WAUL FRAMING
REMoVE
(E) EAVE
_'f_
( \
l D--'\s J j
--.-- .
~~~RED/.. ,WDl Iwm. I
il
.,
3
A102
"....,
H
-1U
"
.V)
XV)
~w
c::
. Cl
COw
I
i<l@
,
1~
l
BEDRooM
w
F
.
w.
I<=!
;"a1
12
,
FlAT 2X4 LOOKOUTS
o 48- O.C. MIN.
STRAP ENDS OF HEADER WI CS20 FLAT @
STRAPPING X 2'-0- LONG. CENTER ON 16
~OINT, TYP. 0 AUL HEADERS
. :_~ \
! ~=====- 4X8 ": - -~-i~:-=-~~ / /
y I -< 1 S1M.:'1 '<t .
g 10 ~ d___ L
~I g ii/-=i i
II c::.ir' II
CO SLOPE 0 I ' .
~I ~ L~-=--=-l~.
n Qo) I '1~~ J W
:: iL___nn___ln ,===, n__%
II ~ I I II
II I I II
II L___. l:
II II
II II
II / PROVlDE- II
II . MAINTENANCE . II
II ~ / ACCESS OPENING II
II BET. (E) & (N) II
II CE.' ROOf: ATllC SPACES II
II II
REMoVE (E) ROOFING & BUIUDING
PAPER. OVERFRAME (N) FRAMING
OVER (E) SHEA THING
f1.A\ .
~
'II~-
Q
,
t:=
~\-,
.~ REMoVE (E) ROOFING.
FRAME OVER (E) SHEAlHlNG
EXIST..
RESIDENCE
-
u
@
~
'.
1\ ~ :U
l '-OT
LONGITUDINAL SECTION - --
I
.~
/ '
-".. n n
C~- '
8
1 ROOF FR~ING PLAN
A102
EXTERIOR WAUL ASSEMBLY
(ALSO SF"F fl-lF"ARWAUL NOTES):
'-SIDING: RE-USE (E) & INSTALL (N)
HARDI-PLANK - BLEND, MATCH
APPEARANCE & DETAILS WI (E)
-1511 BUIUDING PAPER
-SHEAlHING (SEE SHEAR WAUL NOTES)
-2X6 D.F.-L SlUDS 016" O.C.
-R-21 BATT INSULATION WI V.B. ON
WARM SIDE
-1/2- GYP. BD. - TEXlURE & PAINT
TO MATCH (E)
4 BUILDING ASSEMBLIES
A102
ROOF ASSEMW
(AI!1Q SEE CEIUNG AitEMBL Y\:
-coMpo SHINGLES -. ATCH &
BLEND WI (E)
-30# BUIUDING PAPER
-7/16- A.P.A. RATED O.S.B.
SHEAlHlNG WI 8d 0 6" O.C.,
AUL EDGES BLOCKED
-RAFTERS
CEIUNG ASSEMBLY:
-1/2- GYP. BD. - TEXlURE
& PAINT TO MATCH (E)
-BATT INSULATION WI V.B.
ON WARM SIDE: R-38 0
FLAT; R,2+,: @ VAULT
-2X8 JOIS~ 0 16- O.C.
30
B.A~: 2X10
D.F.-L 112 0 24" O.C.
RAFTER TIES: 2X8
D.F.-L 112 0 24- O.C.
.
o
p
GENERAL NOTES
A. ATllC VENTILATION:
PROVIDE VENT AREA
lHAT IS 1/300 OF SPACE
VENTILATED. 50% OF
lHE REQ'D ARE"AIN UPPER
VENTS 0 3'-0- MIN.
ABOVE EAVE VENTS.
BALANCE OF AREA IN
EAVE VENTS
2)" NIR PEARLSON
ARCHITECT, INC,
1480 E21st AveraJe
Eugene, Oregon 97403
T I F: 541-345-5547
nl,,;-.... ~ :"dlng.c:cm .
~~~D M~
(1 NIR .~
~~~~
if! EUGENE, OREGON ~
~ 4378 &>
le OF a~~
KARLA SMITH
RESIDENCE ADDITION
420 R1VERVlEW BLVD.
SPRINGflELD, OR 97471
(541) 744-2522
ROOF FRAMING PLAN
SECTIONS: BLDG. Assa4BUES
SCAlE: 1/4" a 1'-0" I DAm 12/30/04
A102
~or~
ROOF ASSE~BL Y
PROVIDE VENT CHANNEL
TO ~AINTAlN 1. ~IN. AIR
SPACE ABOVE INSULA~ON
ROOF EDGE FLASHING
, ~
GUTTER -
~E TO (E)\
\ .
~rJ.
,3
1
&
1. PRE-PRI~ED
FASCIA BOARD -
~E TO (E)
2X4 BlOCKING-
2X4 C 24. O.C. - SISTER TO
RAFTER TAIL WI 4 - 16d-
ENCLOSED & VENTED
SOFFIT - ~A TCH (E)
CONT. 2X4 NAlLER WI
2 - 16d @ EA STUD
1 EAVE DETAil @ N.E. SIDE
A103
"
2'-0.
1.A EAVE DE;lAIL @ N.W. SIDE
A103 DETAILS SlM TO 1/A103
RIDGE BOARD
/
/"'. --
////~~"
~ E' '-.-/
I .'.
I ~ i SIMpSON H2.5 @
EVERY OlHER .
\ \ RAFTER, T'l'P.
~ SIMPSON A35
@ EA. RAFTER
~l:iQ]f: ELEVA~ON OF TOP PLATE
" & EAVE IS HIGHER @ 1/A103 SlM.
""- WAUL ASSE~Bl Y
'-
~
2
A103
RIDGE DET6iL
1. PRE-PRI~ED
FASCIA BOARD IS
TALLER lHlS SIDE -
PROVIDE BACKING
AS REQD.
TOP PLATE '-INSTAUL GUTTER
ELEVA~ON F DIRECTLY UNDER
HIGHER lHlS ~if' . ROOF EDGE
SIDE "i 1 , : .
- ~J
~ Mf:l ~)l
ROOF ASSEMBLY
ROOF EDGE
FLASHING~
.----
I~
1. PRE-PRI~ED
FASCIA BOARD-
CONT. 2X4 NAILERS
WAUL ASSE~BL Y
!
,
SIMpSON l50 @ EA RATER -
INSTALl. ON OPPOSING SIDES TO
PREVENT NAlUNG CONFUCT
ROOF ASSE~BL Y
...............
,
- "
C'l. .
. "
...,
,
"
....... ....... , .......::':--.....~~
~'~:-'~:''-~'~~
-e......-~-e..::.--.....- ,...
., 'J '_,........_ .......~
RAFTER ~E J
8 - 16d @ EA
CONNEC~ON
3 RAFTER TIE DETAIL
A103
/ lOOKOUT
r END RAFTER - NOTCH TO
/ ACCEPT LOOKOUTS
-
, I I /
~~/
--I
V ~END NAil W/2 - 16d lHRU
^ RAFTER TO LOOKOUT
SIMpSON A,35 @ 24" O.C.
- USE 1 1/2. 10d NAlLS
DBl TOP PLATE SLOPED
TO ~A TCH ROOF
4 GABLE END RAKE Dllill-
A103
~ NIR PEARLSON
ARCHITECT, INC.
1460 E21st AYlnJO
Eugene. Oregon 97403
T I F: 541-345-5547
.~.... _ ~.JDdIng.c:om
~~~tD A..?~
(1 NIR ~
%;J ~EARfON <;:4
- lkr~ -
<.A EUGENE. OREGON ~
~. 4378 ~
~OFO~~ .
SMITH RESIDENCE
ADDITION
420 RIVERVlE'/I BLVD.
SPRINGflElD. OR 97477
(541) 7#-2522
ROOF DETAILS
SCAlE: 1. a 1'-0. I DAlE: 12/30/0.4
A103
.!.OFi
LOUVERED ATTIC VENT WI 1/8-
CORROSION-RESISTANT MESH
ROOF ASSEMBLY
CONT. PRE-PAINTED MlL.
GUTTER - MATCH (E).
DRAIN VIA (E) OR (N)
DOWNsPOUTS INTO (E)
STORM DRAIN SYSlEM
.
, /
(E) ROOF &
SIDING BEYOND ~
{
~ \
"
(E) DECK . ~
r"
I
I
I
/
I
J
I
I
I
I
/
I /
r-----r-----------------~- :
[ -
, 'MNDOW
'~
(N) D.S.
~
L
----
~'-
- SIDING
- INlERIOR FLOOR ELEVATION
SHOWN DASHED
:/
c:.
~ FINISHED GRADE
1 NORTH-EAST ELEVATION
A104
'.
CONT. PRE-PAIN lED MlL.
GUTTER - MATCH (E). DRAIN
VIA (E) OR (N) DOWNSPOUTS
INTO (E) STORM DRAIN SYSTEM
.
(E) ROOF
-;..'--- ~ROOF ASSEMBLY
II 1 1 I I I'IJ... I I I I TTTTT I I I I I I I 1..(1' I I I I I I I IT I I I TTjfT
1 I 1 I 1 1 1 I r j" -rJ, I I I I I 1 I 1 1 I I I 1 1'1 I I I I I I I 1 I 1 I I I I I
, I I I I Iii I I I 1 l'-rl I I I I I I I I I I I I I I I I I I I I I I I I I I I
"",J. IIIIIIIIIIIIIIIIIIIIIIIX'II
'';' 1 I I I I I I I I I I I 1 I I I I I I I I:TIT
I I I :" r.J... I I I I I I I I],
1 I i ':' , ~ I I I I I I I IJ!
,
rl::lillE: FASCIA
SlEPS IN & UP @
THIS LOCATION
nil I i I I I I IT111 II I III 111I I I ITI I I I.
I I I I I I I I I I I I I I I I I I I I I I I I I II I IlL,
[ I I I I I I I I I I I I I I I I I III 1 I I I I I I I u....r I
t I I I I 1 I I I 1 I I I I I I I I I II I I I I I I J.....l-1 r 1 I
n I II I I I II I II I II " I { I I I I 1 j....f' 1 1 I I I I.
~ I I I I I I 1.1 I I I I I I I I I I I J J/( r I I I I 1 I I
[\1 I I I I I I I I I I I I I I I I. l--1" I I 1 I I I I I I I I.
~ .
,~
~..~
II; I
-------~-~---------------~-----~---
(E) DECK (E) SIDING I
, ~
"
r
'MNDOW
I
[~
Ft
/
/
/
'i 'MNDO
I
I
/
/
- SIDING --""
i
-----------~---~---------
/'
"
. (E) SIDING
(N) D.S.
,
.'
2 SOIlTH-EAST ELEVATION
A104
3 NORTH-WEST ELEVATION
A104
GENERAL NOTES
A. FOR BUILDING
AssEMBUES. SEE SHEET
, Al02
11
NIR PEARLSON
ARCHITECT, INC.
1.csoE21stAveraJEI
Eugene. Oregon 97-403 .
T/F:S41-345-5547
nlr@green-buBdlng.com
~~~tD M~
,(j NIR ~
~ }~LSON' ~
~~~ .
d', EUGENE, OREGON ~
~ 4378 &
~ OF O~~
SMITH RESIDENCE
ADDITION
420 RlVER'<IE'/f BL w. .
SPRINGfIElD. OR 974n
(541) 744-2522
ELEVATIONS
SCAlE: 1/4' - 1'-0' I DAm 12/30/04
A104
~OF~