HomeMy WebLinkAboutBuilding Application 2004-1-12
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eNeFtGY INFO~MATION
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2 FLOOR PLANS
:3 eXTERIOR ELEVATION~
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47(;$ YllLAGI Pl..n.A LOOP SUIT!: 200
'EUGENE. OR..EGON 'f'401
PHONE .>413#-3332
r.AX.S41J4.H.s91
WWW.A1Ul0R.50UTH COM
4 FOUNt:>ATION PI-AN. OeTAll-S
GeNe~AL.. NOTeS
1 THIS P~OJECT COMPI-IES Y'lITH ENERGoY
p~e~C~IPTIVE PATH NO.1 ASIT PERTAINS
TO THe CURRENT OREGoON ENeRa.y cooe AS
FOLI-OY'lS
A. VINYl- Y'lINt:>OY'lS' U. 40 MIN
e Y'lOOD POORS' U. 20 MIN.
C Y'lAI..I- INSUI-ATION R-2 1 MIN.
D. UNt:>eRFI-OOR IN~ULATION. R-:2S MIN
e FI-AT CEII..INGS R-6e MIN
F Fo~ceD AIR OUCT IN~UI- R-e MIN.
Go GAS HEATING
H GA~ Y'lATeR HEATeR.
d)
...OT S S
S ~OOF FRAMINGo PLAN . ~OOF PLAN
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46'-0"
PROJECT
, el.ECT~ICAl. PI..AN
THE
REDMOND
g;ITE WORK
1 Remove all organic material/topsoil from area under the building and under paved
areas
2 Fill shall consist of a free-draining granular material. Place fllll~ Irfts ~ot to exceed
8" and compact to 100'4 standard AASHO under footings and 95% standard AASHO
under slabs and paved areas
3 Select fill material under slabs shall be 6" layer 3/4" minus crushed rock or coarse
sand.
4 Provide positive drainage under-floor area,; to comply with CABO 4051, If required.
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(;OOES AND S1ANDARDS
1 All con"tructlon ,;hall be I~ strict compliance wrth the State of Orego~ 1996 Edition
One and 11'10 Famrly DwellIng Specialty Code a~d all applicable State and Local Code,;
2 ENERGY CODE. All construction shall conform to the late,;t edrtlon of State of
Oregon Energy Code, Prescriptive Path 1. Notify Architect of any dl,;crepancles
between documents and standards, Where conflict occurs, the more rigid
speCification shall govern.
3 PARllAL SE1S OF DOCUMEN1S' Architect shall not be re,;ponslble for bidding
errors or omls,;lons due to bidding from partial sets of documents
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SYMeOL..S
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.EOUNDAll0N~
1. All footings shall bear on undisturbed 5011 or compacted fill minimum 12" below
finr"h grade (18" at two-story portions) unless noted otherwise, Notify Architect
before proceeding of any unusual conditions encountered I~ footing excavations.
2. If stem wall and footing are two separate pours, provide #4 vertical L bar at 6'-
0" oc maximum from footing Into stem wall
3. Do not excavate clo"er tha~ 21 slope adjacent to footings
4. Clean all footing excavations of loo,;e materIal by hand prior to pouring concrete.
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~INGLe HUNG
eoEC TION
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[~DEX
SITE PLAN
DOOR
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Y'lINDOY'l . ~INGoLE HUNG
DRAIN Al.l.. POY'lNeoPOUTS
TO CURB Y'lEEP HOLES
{:ONCRE1E
1. Minimum structural concrete compres,;lve 5trength shall be 2,500 p,;1 at 28 days
unle,;s noted otherwise Exposed concrete (slab,;. walks, etc ) "hall have a minimUM
compres,;lve ,;trength of 3.500 psi at 26 days and ,;hall be air entralneol.
2 Minimum cement content shalll>e 5 sack"lyard except ,;iabs on grade shall be 5112
,;acks/yard. Maximum slump shall be 4"
3. Place and cure all concrete per ACi codes and standards.
4. Provide control Joints In all slabs at 12'-0" oc maximum each way unle,;s noted
otherwise. Provide heavy tooled Joints (3/4") at 5'-0" oc and 1/4" premolded expansion
Joints at 20'-0" oc maximum at all exterior walks
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l-ANt:>SCAPE CONt:>UITS
JOB NO
)YIASONRY (If Used)
1 Concrete Ma"onry Unrts ,;hall meet the requirements of AS1M C90-90, Table 1 .2 &
3, Type 1, medIum weight, f'm 1500 p,;l. Standard block, scored block (WllIam6tte
Gray"tone 852R) and split faced block (Willamette Graystone 800SP), see Exterior
Elevations for locatIOns of each style
2. Concrete Masonry Unrts shall have 120" minimum face shell thlckne,;s and 100"
minimum web thickness
3, When delivered to the Job ,;rte, all Units shall be sound and free of crack,; or other
defects that would Interfere with the proper placing of the unrts or would significantly
plTE: NOTES,
· VERIFY SURVEY INFORMATION:
OIMENSIONS .$ 6EARIN($S,
EASEMENTS .$I-E($AI..
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Y'lATeR / pOY'le~ / GAS
PHONe / SEY'leR TO ee
~ITe VERIFIED PRIOR
TOY'lORi<:
DATE
7 JAN 2004
~ONCRETE I MASONRY REINFORCING
1 All reinforcing "teel #5 and smaller shall be A-615 Grade 40
2. Refer to details for reinforcing steel size
3, Provide concrete masonry unrt,; With bond beams at 48" oc wrth #4 hOrizontal and
#5 vertical at 32" 0 c Grout these celts solid. Refer to details
4. See elevatIons for locations of scored (Wlllamette Graystone 852 R) and split
faced block (Wltlamette Graystone BOO SP)
· VERIFY REaUIREO SET6ACt<.S
COMPI-Y 1'11/ AI-I- COOES,
OROINANCES 4 GOVeRN'G
AGENCIES.
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A~SUME:D
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DRAWN BY
BRAD
NeY'lY'lAl.i<:
PAYI-IGHT RooF
DRAIN AT cu~e
(TYPICAl.)
CHECKID BY
DAN
~I~IMUM SETB~CKS - I~TERIOR LOTS
All measurements are from Property Llnes
WOOD
1 All lumber species shall be as follows unle,;,; noted otherwl,;e'
Jol"ts/Beam"IStrlngers -- DF-L #2 or better
6" Nominal Beams and Stringers -- DF-L #1 or Better
Glu-lamlnated Beams .- 24F-V4 DF/DF unless noted
otherwise No Camber
Bucks/Blocklng/Bridglng/Mlscellaneous'- DF-LfHem-Fir #3 or Better
Studs -- DF-L Stud Grade
SI1I5/Sleepers/Plates/Naltlng Blocksl
All Wood Embedded In Concrete -- DF-L Pre,;sure-1reated or
Foundation Grade Cedar
2. All Jol,;ts and beam,; framing Into, not bearing on, beams, headers, girders shall be
supported with Simpson-typeJol,;t or beam hangers.
3, Plywood or waferboard shall be as noted In foundation. floor framing and roof
fra m Ing pia ns,
4 All exterior wall stud 5paclng shall be 24" oc (16" oc all locations where lap siding Is
used) unless noted otherw15e. All Interior wall stud spacing shall be 16" oc unless
noted otherwise
-Flont yard to House 10 feet
-Front yard to Garage 18 feet
-SIde yard to House or Garage 5 feet
-Rear yard to House or Garage 10 feet
CURe CUT AND Nc;Y'l
SIt:>EY'lAI-i<: PER CITY
STANDARDS
REVl'ION
q.., S STREET
P U E MAY CRANGE SETBACKS
SIT! PI-AN
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SCAI-E: 1" = 1 0'-0"
----2.... 5-t-reef frees
ARE REQUIRED Please
refer to attacbed DeYelopment
Code SectlOD regardmg tb~
placement and types of
a11o\\ able street trees
GLAZINQ
1 All exterior windows, skylights, glass doors shall have Insulating glazing
Unconditioned spaces may have single glazing unless noted otherwl,;e.
2 If provIded, glazing in shower enclo,;ures shall be Identified and labeled as safety
glazing and shall conform to CABO 308;3 and 308.4. Shower doors shall "wing out.
3. Glazing within 24" arc of vertical edge of doors I~ a closed pOSition, 18" of floor
and/or within doors shall be Identrfled and labeled as safety glazing and shall conform
to CABO 308 3 and 308.4
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STREET TREES ".RE
"THE REDMOND"
ADDRE:eoS
LOT 66 ~eCOND ADDITION TO MIMOSA PARi<: (~eCTION 26, T. 11 S. R. 6 Y'I., Y'l Y'I. M.J
AS FII-ED IN l.ANE: COUNTY PI-AT RECO~t:>S
~P~INGFIEI..D, I..ANe COUNTY, OREGoON
:1
MEMBERS
AMLRlCAN lNSllTUTE
OF ARCHlTECTS
SHEET NO
MISCELLANEOUS
1 Provide minimum clearance of 30" width and 24" In front of all water clo,;ets
exceeding CABO Figure 3072.
2. Walls at showers shalt be finished to a minimum height of 72" above drain Inlet With
materIal not adversely affected by moisture per Plumbing Code,
3 Smoke detector(s) shalt receive primary power from building wiring, have battery
back-up and shall conform to CABO 316
4 All rece,;,;ed fixtures in exterior or Insulated ceilings shalt be 1ype IC unle,;s noted.
Box In fixtures per Super Good Cents Standards
5 Maximum step dow~ at exterior doors shalt be 71/2" unless noted otherwise. Door,;
swinging over landings shall have a maximum step down of 1".
6. Provide minimum 24" clearance above to range hood or 30" clearance to
combustrl>le con,;tructlon above If no hood Is used at all kitchen ranges
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~ ARBO R SOUTH ARCH 11 ECTURE PC
THE REDMOND