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MAP 11033521 T/L5100, LOT 10
SPRINGFIELD, LANE CO., OR
Date 12-20
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FINAL DESIGN d LOADING TO BE VERIFIED
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FOUNDATIONS:
I. EXCAVATE 12" MIN FOR TYP. FOOTINGS.
2. USE 1/2NIC' AB. e 12" O.C. MAX WITHIN 12" OF ENDS/CORNERS.
3. USE YxA.229' PLATE WASHERS (BP e MUDSILL R602.11.1.
4. INSTALL FOUNDATION DRAINS IF/A5 REQD.
CONCRETE:
I. CONCRETE e MIN. COMP. STRENGTH .OF 3000 P51 FOR SLABS t ALL
OTHER WORK IN 28 DAYS (URO). NO SPECIAL INSPECTION REQUIRED.
REINR STEEL:
I. REINF. BARS TO CONFORM W/ A5TM A615 GRADE 60.
2. WELDED WIRE MESH TO CONFORM W/ ASTM A185.
3. REINFORCING BENDS TO CONFORM W/ AGI 318.
4. REBAR SPLICES W/ IS" MIN LAPS (U.N.O.). STAGGER HORIZ. LAPS IN
ADJACENT BARS 60' MIN. (40 BAR DIA LAP FOR MASONRY)
ENGINEERED SHEAR PANELS:
L HOLDOWNS TO BE INSTALLED IN PAIRS W/ (U e EACH END OF PANEL
2. INSTALL 55TB0 PER ACTUAL VERIFIED CORNER FRAMING METHOD
FOR EXACT HOLDOWN LOCATION.
FOUNDATION NOTES
I. FOOTINGS TO BEAR ON UNDISTURBED SOIL, STEPPED AS REOD. TO
MAINTAIN 12" MIN. DEPTH (U.N.O.) BELOW FINISHED GRADE.
2. SOIL BEARING PRESSURE: 1,500 P.S.F. (U.N.0)
3. ALL SLABS SUPPORT W/ *'MIR GRANULAR MAX, (95% COMPACTED)
4. CONC. SLAE35: CONTROL JOINTS e 1O' -O" (MAX.) INTERVALS EA WAY.
5. CONIC. SIDEWALKS TO HAVE 1/4" TOOLED JOINTS e 5'-0" O.C. (MAX)
6. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRE55URE TREATED
OR PROTECTED WITH 550 FELT OR ROLL ROOFING.
1. CONCRETE (NO SPECIAL INSPECTION UXO.J:
FDR STEM WALLS NOT EXPOSED TO WEATHER e 3,000 P.5.1.
INTERIOR ON -GRADE SLABS e 2,500 P.S.I.
FOUNDATION STEM WALLS EXP. TO WEATHER e 3,000 P.S.I.
PORCHES, STEPS, PATIO SLABS EXP. TO WEATHER e 3,000 P.S.I.
RTR TO WALL x
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NW JOISTS
1-1/8" DECKING
OR 2x TtG MIN
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(U 2x12 a CTR 4 DBL 2x12
5TRINGER5 e SIDES FOR
RUNS OVER 10'(300# PT.
LOAD PER R301.5)
. STAIRS
2x4 BEVELED BLOCKING w/ COMP SHINGLES ON 300 FELT
5CRND. VENTS BETWEEN OVER 1/2" MIN. SHEATHING
TRUSSES w/ 8d a 6" O.G. THRU
SHEATHING d A34 e 48" O.G. ENGRD. RAISED HEEL
8d a 6" O.G. ATTIC TRUSSES (SEE
TRUSS DESIGN PKG.)
CONT. GUTTER VARIES w H2bA MIN e EA. END
4 DOWNSPOUT > OF EA. TRUSS BOTTOM
2x8 FASCIA wl 8d e 6" O.C. CHORD e TOP PLATE
ed a 6" O.C. e PLATE TYP. (AS REQDJ
EXTERIOR 51DING OVER 5/8" GYP. BD. e CLG.
HOUSE WRAP AS READ. 2x4 BLKG w/ 16d e 6" O.C.
OVER 1/7' SHEATHING
NOT 1/2" GYP. BD. e WALL
TRIUSS REACTIONS 4 FINAL 2x STUDS e 16" O.G.
DE516N PER TRU55 MFR R-21 INSUL e WALL
R -I SEE ENCd%. DETAIL PG. II
RAISED HEEL ATTIC
2U55 a AV
2x 13EVFL-CUT BLOCKING w/
SCREENED VENTS AS REQD. 4 8d e
4" O.C. THRU SHEATHING
SIMPSON 142.5A MIN e EA END OF�
TRU55 BOT. CHORD 6 TOP PLATE
OR PER ENGR
CONT. GUTTER 4
DOWN SPOUT
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COMP SHINGLES ON 300 FELT
OVER 1/2" MIN. SHEATHING
3 ENGIRD TRUSSES e
' y 24" O.G. w/ 2x6 TOP
CHORD/RAISED HEEL
R-49 INSUL w/ I" AIR GAP
MIN. e SHEATHING
5/8" GYP. BD. e CLG.
f3) LAYERS RIGID INSUL (R-45)
1/2" GYP. BD. 0 WALL
EXT. SIDING OVER
V. BARRIER OVER R-23 ADV. IN5UL.
1/2" MIN. SHEATHING 2x6 5TUD5 w 16" O.C.
OPTIONAL:
VENTED SOFFIT PER OWNER FLAT CEILING
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RIGID BAFFLE e ALL VENTS
ALLOWING I" MIN. CLEARANCE -
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TRUSSES 4 8d NAILS e 6'O.C. THRU
SHEATHING w/ SCREENED VENTS -
CONT. GUTTER t
8d e 6" O.C.
EXTERIOR SIDING OVER HOUSE WRAP
AS READ. OVER 1/2" SHEATHING -
NOM
TPU55
HEATHING
NOT -
TRU55 REACTIONS 4 FINAL
DESIGN PER TRUS5 MFR
SIDING (PER OWNER) w/ V.
BARRIER 4 1/7' SHEATHING -
1/2VAC' A.B. w/ 3" PLATE
WASHER e 46'O.C. 4 12" MAX
FROM CORNERS 4 SPLICES -
2x6 BOTTOM PLATE
2x8 MUD51LL
(2) HORIZ. 040 al
CONT. IN NEW 8"
5TEMWALL - -
ry�'�II
4" PERF. PERIMETER FTG.
DRAIN WRAPPED IN DRAIN
FABRIC w/ DRAIN ROCK
(AS / IF REQDJ
H -TIE e EA END OF EA TFW55 BOT.
CHORD e TOP PLATE (SEE TABLE)
COMP 5HINGLE5 ON 300 FELT
OVER 1/2" MIN. SHEATHING
ENGRD. RAISED 14FEL
SCISSOR TRUSSES
(SEE PKG)
R-38 IN51L W/ I" MIN.
AIR GAP e 5HTHa
5/8" GYP. BD. e CLG.
- 2x4 BLKG. w/ 16d e 6" O.C.
- 1/2" GYP. BD. e WALL
- 2x STUDS e 16" O.G.
- R-23 ADV. INSUL 0 WALL
R -I SEE ENGRa DETAIL PG. II
RAISED HEEL / 5055OR
3 T II U55 AV
2x6 STUDS
e 16" O.G.
R-21 ADV.
HANG FROM
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6 MIL V.
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VERT. 04s a 48"
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R-38 INSULATION
NEW DECKING / JOISTS
NEW P.T. LEDGER / HGR
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EXIST. J015T
EXIST. 8" STEM
WALL
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REVISIONS I BY
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REVISIONS I BY
Date 12-20
Scale AS NOTED
3
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Scale AS NOTED
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She(
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FRONT ELEVATION
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REAR ELEVATION
pummmamm • `
KIUHT tLtVATIUN
9 iCZF:S� ya.-OW-1ifil.l7\:l"L-.92-OR'�,IE
1/2' APA CDX OR 1/16' 058 OR TI -11 PANELS
-13LOCK ALL PANEL EDGES
NAIL 12" O.C. IN PANEL FIELD
SEE PIER ON -CBM (O.W NAIL
DETAIL---+ p 6 SPACING
G IIGNESMCHES, n
NAIL SIZE FRAME MEMBER s
IS d 4X ADJOINING PANEL ENDS,
/ ®HTT16w
SHEATHE / 85TI316 STAGGER NAILING
BOTH SIDES CONNECTION • WALL
BASE OR 5TPAP
. =14OLDOIIM LOCATION ON PLANS
• = VERT. STRAP LOCATION ON PLANS
HORIL STRAP LOCATION ON PLANS
8d • 8d COMM" 6131#-I/4'/ OR
8d GALVANIZED BOX OW MIND
117 NOM. APA SHEATHING • NEW EXTERIOR WALLS w/ Od
COMMON OR GALV. BOX NAILS • e O.C. 0 ALL PANEL
ENDS t 17 IN FIELD (UN.0)
DOTING NAILING OK N.KO)
Q5EE KEY ABOVE OR PG. 9
P-1 5EE DETAIL PG. 10
95EE DETAIL PG. II
DESIGN CRITERIA
2011 OR5C 4 2019 055C
ROOF:
5L=20 / DL=10 P5F
FLOOR
LL=40 / DL=10 P5F
WALL:
DL=B P5F
WIND:
120 MPH / EXP. 5
SEISMIC:
CATEGORY D
501L 5RG.:
1500 P5F
ENERGY
EFFICIENCY
NEW MAIN:
196
TOTAL MAIN:
1092
NEW UPPER:
650
GRAND TOTAL:
1142
W
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ADDITIONAL MEA511RES (TABLE 1101.1(2)
MEASURE 2: ENVELOPE ENHANGEMENT
EXTERIOR WALLS.: R-21 ADV.
WINDOWS: U-030
EXTERIOR DOORS: U-0.20
VAULTED CEILING: R-38
FLAT CEILING: R-49
UPPER FLOOR R-38
LED LIGHTING.. 15% MIN.
MEA5URE G CON5ERVATION
DUCTLE55 HEAT PUMP
WALL LEGEND
EX15T.
_------- REMOVE
NEW
SQUARE EOOTAGE
EXI5T. MAIN:
896
NEW MAIN:
196
TOTAL MAIN:
1092
NEW UPPER:
650
GRAND TOTAL:
1142
As-sUILT
MAIN FLOOR PLAN
EXIST. OPEN DECK � I 1
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1 I CD 3050 54 EGRE55
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REVISIONS I BY
Date 12-2U
Scale 114"=1'-0'
Of 4
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GENERAL NOTES:
These plans were designed to conform to the 2017 ORSC & 2019 OSSC standards and
current applicable local codes and interpretations at the time the plans were drawn.
Constant changes in building codes, locally and nationally, changes in environmental / FEMA
requirements and local options for plumbing, heating/cooling and wiring, makes exact conformity
to all building regulations difficult. Consequently, the use of these plans is subject to
local code requirements and interpretations. It is the responsibility of the General Contractor
to evaluate these plans for conformity to local codes. accuracy, and acceptable detail PRIOR
to any construction, ordering or installation of construction components. If any discrepancy
is perceived, the Gen. Contractor shall notify Great House Design before proceeding.
Any additional design or drawing services required by local code or after plans are initially
delivered are subject to Great House Design standard service fees.
Written dimensions shall take precedence over scaled dimensions. DO NOT SCALE DRAWINGS.
Great House Design does not guarantee the availability of any manufactured product
suggested or specified on the plans or specifications. The builder is advised to verify the
availability of all manufactured products before proceeding with construction, especially
those items affecting rough opening dimensions or other dimensions on the plans.
All manufactured materials, components, fasteners, assemblies, etc., shall be handled
and installed in conformance with manufacturer's specifications and instructions. Where
specific products are called for, generic equivalence which meet applicable standards and
specifications may be used.
In event of a conflict between applicable codes and regulations and reference standards
of these plans and specifications, the more stringent provisions shall govern.
No variation beyond ORSC required by a Building Official shall be binding on the Designer.
Specifications and drawings indicate finished structure. Builder shall be responsible for
construction methods, procedures and conditions except as specifically indicated otherwise
in contract documents. All products shall be installed per manufacturer's guidelines.
Great House Design shall not be held responsible for any special application, installation
modifications or variations from manufacturer's intended use, design criteria, or engineering.
CONTRACTOR'S PRE-CON5TRXTION NOTE
(� rr e TIE WWa*MJIY of TIE CM GW RAaOR )
WBCO IRAa S ) TNM MFR TO RUT FEVEW PLAM
PRIOR TO EXCAVATION, ORDERMG, f.OtY°iifWTION, OR
INSTA -U% ANT MATHaALS, MWtLT OR MAIM
CMTRIICTION COPPONIM9.
DIT 1514E FOPON5150Y OF M OHL CONTRACTOR TO
eRN& TO M ATIHITION OF CAMAY N0J E 0MGN ANT
QUI351M, PEXLEVED INSOMPANCO OR DESIRED C4416E5
M MAMIA i, FRM1Mra MMX6, ETC. MM TIE
PRE C0*7RllC M REM PROCE55.
OrT 157W RESPO MUJTT OF TIE CeL CONTRACTOR TO
COORDMATE ALL PERMITS, MSPECHM, TRADES, AND
WAXIAE9, NO MAMTAN RU COhFUMM WN ALL LOCM,
STATE, NS. AND MT8;WTI01M MWM6 CODES AND
FW"TIONS RaATH) TO THIS PROW.
ODIPEN3DO ARE M MWED MMM'M PM ROUGH
FRAMMG / OPEIINGS. !FEED VERIFY MD AMT AS
FMM) DO NOt SCALE PLAN 0010113.
STRUCTURAL ENGINEERING:
It is Great House Design's Policy to have all designs and plans reviewed and subjected to a
Structural Engineer's calculations for foundation, framing members, connectors, fasteners.
NO changes are to be made on plans or job site by any person without permission of Engineer.
1. All shear Danels reauire holdowns to be installed in PAIRS. one at each end of EACH panel.
2. DO NOT install vents in stem wall under OR near shear panel walls or load-bearing points.
3. All nailing to be according to size and frequency as noted on plans and per engineer's
calculation package as submitted to and approved by official Plan Reviewer(s).
4. All framing members are to be installed per engineer's specifications including hangers,
post caps/bases, bolts, straps, holdowns, truss ties (& per manuf. recommendations).
METAL -WOOD CONNECTIONS:
All exterior lumber shall be pressure -treated or equiv.
All metal connectors and fasteners installed into pressure -treated lumber shall be Z -max,
zinc-dipped/coated or equivalent to combat corrosive reaction. Verify per local codes and
requirements prior to ordering or installation. Verify if hot -dip galvanizing or stainless steel
products are preferred per structural engineer, local plans reviewer, or special circumstances.
Do not substitute any connector without first verifying w/ Great House Design, structural
engineer and/or local plans reviewer. Install all connectors per manuf. recommendations.
INSULATION: (VERIFY PER LOCAL ENERGY OPTIONS)
TABLE N1101.1.1(2) ADDITIONAL ENERGY MEASURE(s): 2+A
Roof:
Vaulted Areas (U-0.026)
R-38
Flat Ceilings (U-0.017)
R-49
Exterior Walls
2x6 Studs (U-0.057)
R-23 Adv.
Floors over unheated spaces (U-0.026)
R-38
Basement walls
R-21
Slab floor edge insulation (Rigid)
R-15
Forced air duct insulation
R-10
Cantilevered floor & floors over garages
R-38
Windows:
U-0.28
Skylights <2%
U-0.50
Doors other than main entry
U-0.20
Main entry door, Maximum 24 sq. ft.
U-0.40
REVISIONS I BY
DESIGN LOADS: NAILING SCHEDULE:
(Refer to R602.3(1) & R602.3(2) from 2017 ORSC)
MINIMUM DEAD LOADS: MINIMUM LIVE LOADS: CONNECTION: NAILING:
Roof, with shakes/shingles 20psf Floor 40psf Joist to Sill or Beam 3 8d Toe -Nailed
Roof, with clay/concrete tiles 25psf Stairs 100psf Bridging to joists 2 8d Toe -Nailed each end
€see plan for material used Decks 40psf 2x T&G Decking/Sub-Floor to Beams 2 16d Toe Nail through Tongue
Floor 20psf Garage 50psfor 2000# Pt. Ld.) Rim Joist to Joists 3 16d Face Nailed
(or
(40 recommended) Roof (Snow Load) 25psf per local reqmts.) Studs to sole plate 2 16d Face Nailed each end
Sole Plate to Joists or Blocking 1 16d at 16" o.c. Face Nailed
Sole Plate or Top Plate to Studs 2 16d Face Nailed
Double Top Plate 1 16d at 16" o.c. Face Nailed
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Double Studs 1 16d at 16" o.c. Face Nailed
FOUNDATIONS: Corner Studs 1 16d at 16" o.c. Face Nailed
Top Plates At Laps & Intersection 2 16d Face Nailed
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Headers to Top Plates 1 16d at 16"O.c. Face Nailed
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1. Footings shall bear on firm, undisturbed soil a recommended 16" min. below new backfill, Ceiling Joists to Plates 3 8d Toe -Nailed
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12" (code min.) below original grade for one and two story structures, and recommended Joist Laps over Partitions 3 16d Face Nailed
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18" min. below backfill for three-story structures with 5-7% air entrainment. Ceiling Joists to Plates 3 16d Face Nailed
3 8d Toe Nailed "Simpson"
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Rafters to Top Plate with
2. Foundation and footing sizes are based on a maximum allowable soil bearing pressure H Connectors (verify per engineer)
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per local reqmts. & engr. Verify local conditions and notify owner of any discrepancy. T & G Sub -Floor to joists [1] 10d Common at 6" o.c. at edges
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3. Do not excavate greater than a 1-1/2:12 slope below footings. & 10" o.c. in field
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4. Footings to extend below local frost line or 16" below finish grade, whichever is greater. 1/2" Panel Wall Sheathing [1] 8d Common at 6" o.c. at edges
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& 12" o.c. in field
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1/2' Panel Roof Sheathing [1] 8d Common at 3" o.c. at 2x
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blocking through sheathing
CONCRETE: NAILING SCHEDULE NOTES:
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1. All foundation wall and footing concrete shall develop a minimum compressive strength A. All frame walls shall have stud framing placed at 16"o.c. unless
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of 2,500 psf ® 28 days (or 3,000 psf w/ no special inspection per engr.) otherwise noted.
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2. All concrete slabs shall develop a min. compressive strength of 2,500 psf at 28 days. B. Double top plates with 24" lap required on all walls unless otherwise noted.
3. Concrete forms, shoring and pouring methods shall conform to current A.C.I. standards. C. All headers shall have continuous vertical bearing members to sole plate.
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4. Back fill shall not be placed against basement retaining walls until: D. Double joists under all walls parallel to joists unless otherwise noted.
A. Concrete or masonry grout has reached its 28 day strength. E. Block all stud walls with 2x as required for sheathing panels.
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B. Structural floor framing diapragm(s) (including sub -floor) required to stabilize walls F. Solid Blocking between all joists and rafters at supporting walls and
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is completely installed, fully nailed and anchored. beams required except at rim joists.
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5. Apply approved moisture -resistant film or approved foundation coating on all exterior wall G. Double rim joists at all walls parallel to joists.
faces below grade, and approved sealant on all exposed concrete wall surfaces above H. Beams, girders and joists supporting bearing walls or concentrated loads
shall not be notched unless verified with Structural Engineer.
grade and all slabs not covered by finish floor materials.
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I. No rafters shall be notched to provide full bearing at supports.
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J. All beams shall have 3" min. bearing and joists 2" bearing ® supports.
K. Lap all joists 6" minimum @ all interior bearing supports.
L. Mud sills and ledger boards at concrete walls shall have anchor bolts with
size and spacing per engineering as shown on the drawing with 3"x3"x.229".
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plate washers. Secure each board with at least two bolts and one within
REINFORCING STEEL:
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12" of each end or wall corner.
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M. Cover surfaces behind siding, shingles at all walls with approved moisture -
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1. All reinforcing steel shall be deformed steel bars conforming to ASTM A615, (#4 typ.) resistant building wrap, or equivalent product. See R702.2.
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or GRADE 60 (#5 or greater). A615 or A706 or meet alternate rebor size N. Provide double framing at all roof &floor diaphragm penetration unless
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otherwise noted on plans.
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requirements of R404.1.2 (9)_
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2. All reinforcing steel shall be manufactured detailed, fabricated and placed in accordance
with ACI 318R, ACI 315R AND ACI SP 66.
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3. Welded wire fabric shall conform to ASTM A185, In as long a length as is practicable. MISCELLANEOUS:
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Welded wire fabric shall be lapped at least one grid width plus 2 .
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4. Reinforcement shall be bent cold and shall not be welded.
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5. Splices: reinforcement in concrete and masonry shall have lap lengths as follows, A. Contractor shall verify ALL conditions and dimensions rior to be i nina
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unless otherwise specified on drawings. work and shall notify Great House Design of ANY question discrepancy.
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Bar Size In Concrete: In Masonry: B. Contractor shall be responsible for ALL variations or deviations from the
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plans performed or installed without written confirmation from Designer.
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3 1'-6" 2'-0"
4 2'-0" 2'-6" C. Contractor shall provide adequate bracing or support all portions of the
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5 2'-6" 3'-0" structure until all members have been permanently connected together.
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D. Electrical diagrams or drawings shall be provided by the electrical
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6. Placement: contractor and owner if required.
A. Reinforcement shall be accurately placed and supported by concrete, metal or E. Plumbing diagrams or drawings shall be provided by the plumbing
other approved chairs, spacers or ties and secure against displacement during contractor if required.
concrete or grout placement. F. Heating/Cooling duct diagrams or drawings shall be provided by the
B. Except where otherwise noted reinforcement shall have concrete cover as follows: heating/cooling contractor if required.
1. Concrete deposited against earth 3" G. Heat loss or energy use calculations shall be provided by heating
2. Formed concrete against earth 2" cooling contractor or other professional as required by Building Official.
3. Exterior faces of walls 2" H. Truss design, engineering and plans shall be provided by truss
4. Interior faces of walls 3/4" manufacturer and verified prior to manufacture/delivery.
5. To top of slabs -on -grade 3/4" I. Each bedroom shall have at least one window with a sill height of 44"
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maximum above the floor and sized in compliance with egress codes.
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J. All fireplace openings shall be provided with tempered glass doors.
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Provide outside combustion air for fireplaces, wood stoves and liquid
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fuel heating appliances.
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KSmoke detectors to be connected to house power/located per code.
.
WOOD FRAMING: CO detectors per R315 & R314 for smoke alarms.
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L. Tub and tub/shower enclosures to have 1/2" water resistant gypsum
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board and a hard, moisture resistant surface up to 6'-0 above floor
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All solid sawn lumber shall be Douglas Fir / Larch installed as noted on the plans and [min]. All glass in tub area shall be tempered per code.
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connected as specified in the nailing schedule below. Lumber shall be graded in accordance M. All exhaust fans, range hoods and dryers shall vent to the outside
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with current Western Wood Products Assoc. (WWPA) standard grading rules.
through sheet metal ducts. Caulk around all penetrations through
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Lumber grades for uses to be: exterior envelope.
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A. Posts, Beams & Headers #2 N. All windows and doors with glass shall be double glazed insulated units
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B. Floor, Ceiling Joists, & Rafters #2 or better with wood or thermally broken aluminum frames and sashes.
C. Sills, Plates & Blocking #2 0. All glass within 12" of a door and/or within 18" of the floor, stairs, a
"stud"
D. Studs D.F. walkway or wet area, such as a bathroom shall be tempered glazing.
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E. Wall & Roof Sheathing 7/16" min. APA -rated sheathing P. All wood in permanent contact with concrete or soil shall be pressure
F. Sub -Floor over Joists 3/4" T&G ® 16" O.C. (glue -nailed) treated with a water barrier preservative or sheilded with felt paper.
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1-1/8" T&G ® 24" O.C. (glue -nailed) Q. All exterior walls & walls common to unheated spaces shall be 2x6
G. Underlayment 1/2" underlayment grade particleboard studs CSA 16" o.c. with R-21 insulation unless otherwise noted.
H. Glu -Laminated Beams FB =2,400 psi R. Provide 1 hr. fire wall between garage and living areas, and under all
stairs where storage space is available. Separation per R302.2.8/.5.1
A.I.T.C. Industrial Grade with dry use adhesive. FV =190 psi R302.6 min.
per
[Wet use adhesive for exterior useJ E =1,800,000 psi S. All doors between garage and living areas shall be 1 hr. fire rated
Date 12-20
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assemblies with 1-3 4 solid core wood doors or code approved Exposed solid sawn lumber shall be "clear" grade, free of heart. All exterior wall and interior
Scale N/A
ing mechanisms.
equivalence and self-closing mechanisms. R302.5.1.1
self-closing
bearing wall openings shall have 4x8 min. D.F. #2 or better headers unless otherwise noted.
Drawn TVB
T. Call this office at [541for any questions relating to plans.
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