HomeMy WebLinkAboutPlansGENERAL STRUCTURAL NOTES
GENERAL REQUIREMENTS
I. FErilrgrukiii5nbecils5:15:bneti2f0Oble edition of tha
(IRC).2. 40PSF
ResldentlalFloors40P5F
WindFI0 MPH Basic Wind Speed
3secondgust3.AI1dimensioelevationsand details on structural documents
shalli verlfledagainstthe architectural documents prior to
constructionor fabrltlon,4.Thecontractstructurdocuments and specificationsrepresent
the completed structure. The contractor shall provideallmeasures necessaryto protect the structure and existing
ad�acontstructuresandutilities.5.Gaordlnat:all openings through Floors, walls and roofs withMechanical and Electrical Contractors. Notify Engineer ofanyopenings to be cut In structural systems.
FOUNDATIONSI.Faundatlondesign Is based upon the following assumed soil properties:
Sells are presumed to bo non-axpanava,andnotatoneto excessive consolidation. 5peclfic soil propertiesshall
beverifiedby the Soils Engineeruponexcavationandpriortofooting placement. ContactHepworth-Pawiak Geotechnical, Inc.
2.AI1footingsAratoboaronundisturbed naturalbearing materials
orcompactedstrucural fill. Gompactive effortfarstructuralfill shall be In accordance withthe Soils Engineer'srecommendations.Bearingsells(naturalandcompacted)shallbeInspectedandapprovedbythe Sona Engineer prior to placement
oPFootings.3.AvoldexcesalvewettlnordryingoP theaxcavatbn,keeping theexcavgtlon reasonabilyroe of water during placement ofconcrete for footings.
4.benergl Reclulrements�a. Foundationwalls with backfill on only one wall Pace shall have
supportingframingsystemaortemporary bracingInplaceor tOplatin backfill (unless noted otherwiseonplan).b. Backfill on walls with fill on both sides to be compactedeclyglIIPtsoathside oPwall.CONCRETE ANDREINFORCINGSTEEL
I.AII concrete shall attain 3,000 P51 compressive strength within
28 days except as follows:
Concrete for exterior flatwork and garage floors shall attain
3,500 P51 compressive strength within 28 days.
gnvea.
a. Roof (Snow)
2.Use Type I-II Portland Gement (ASTM GI50) with 4-6A5
air entrainment. Goncrote aggregate to be normal weight (stone).
5.Perform all cast -In-place concrete work In accordance with
Ur"SpeclPications for Structural Goncrote Por Bulldin s," AGI 301-84,
eiess noted otherwise. Provlde hot or cold weather protection
per AGI 505 or 306.
4.Reinforcing *teal shall conform to ASTM A615:
#4 and smaller.....6rade 40; #5 and farger.....brade 60
5.Horizontal reinforcing steel shall be made continuous by lapping
bars a minimum of 32 bar diameters at all spllaes and providin
corner baro. Fabrication and Installation of reinforcing steel shall
conform to AGI 315.
6.Pravlde
accessorhies noonohseordoto mpeperly support reinforcing
-I,Gtaltempochlitoroindse soroandotures contalning
�-
more than 0.0596 rat-CZ"'14
chloride Ions or thlocyanates are not permitted. , l�
8.Do not place pipes, ducts or chases In structural concrete without 4J
prior approval of the Structural Engineer.
STRUCTURAL WOOD FRAMING,
A. DIMENSIONAL LUMBER SUBJECT TONOTEA
I.AII timber construction (light and heavy) shall conform to American CEPTIONS &. t1dSPEC170(J�
nstitute of Timber Construction (AITG and National Design GARFIELD COUNTY
Specification (NDS) standards.
2.Structural framing lumber shall be Douglas Fir Larch, with the BUILDING DvEPAR
following minimum grades: ✓ate(�j-2-g5)'r J
Plates and Studs: s2 HELD COPY
Joists and Rafters: #2 NO INSPECTION WITHOUT
Beams, Posts and Timbers #1 NESE PLANS SN SRE
3.AIl s111 later In contact with concrete sn masonry foundation shall
be Foundation Grade Redwood or Pressure Treated Ham -Fir #2 '� N
(I: a 1'-0"
#4 HORIZ SUPPORT BAR
STRUCTURAL DOWEL
PROVIDE WIRE TIE -
NOTE: 'STABBING'
STRUCTURAL DOWELS
15 NOT RECOMMENDED
PROVIDE CONT DRAIN
PER 501L5 ENGINEERS
REGOMMENDATIONS-
TYP U.N.O.
6" MIN. --N
HALL REINF
DOWEL AT CONTRACTORS
OPTION: WHERE
STRUCTURAL DOWEL
15 NOT IN CONTACT
IZWITH VERT WALL
INF PROVIDE
#4
x I6" le8" e8" O.G.
ROUGHEN TO 1/4" AMPLITUDE
10" THK FT6 -
TYP U.N.O.
5" CLEAR - TYP
2" MINIMUM -
(SLOPE TO DRAIN)
WHERE HOOKS ARE
NOT DIMENSIONED
PROVIDE 'STANDARD'
HOOK A5 FOLLOWS:
x 4-8",#5-10"
TYPICAL CONCRETE FOUNDATION DTL
NOTE: FRAMING NAILED i
TO TREATED PLATES TO
BE NAILED W/ HOT DIPPED
6Al-VANIZE1 OR STAINLE55
STEEL NAILS- TYP
-f/16" PLYWD - -MP
EXTERIOR WALLS
(2)- #5 CONT. TOP d BOT
#4 ® 10" O.G.
e4 VERT. ® 16" O.G.
DIAL #5 x 58" LEL-10"
® 16" O.G.
APP O EU
or batter, dellg�ated for "Above Ground" usage as defined by
the American Wood Preserver's Institute.
CONT. TREATED 2x6 PLATE
W/ 1/2" dia x 5.3/4",
ELECTRO -GALVANIZED,
SLEEVE TYPE EXPANSION
ANCHORS(POWER-BOLT
BY POWERS FASTENING,
INC., OR EQUAL) - SPACE
WITHIN 12" OF OPENINGS
d BUILDING CORNERS t
4'-0" O.G. MAXIMUM
SSEE PLAN
CONTACT LAP
ALTERNATES TO 1/2" dia.
EXPANSION ANCHOR
SUBSTITUTE ON A ONE TO
ONE iT512 W/ 1/2" dia x
IC/L-2" ELECTRO- -
6ALVANIZED ANCHOR BOLTS
BOLTS OR 'MAS' ANCHOR
(SEE D/52)
NOTE: PROVIDE
ELECTRO -GALVANIZED
ANCHOR BOLTS WITH
PRESSURE TREATED
SILL PLATES. PLAIN
STEEL ANCHOR BOLTS
REQUIRE FOUNDATION
GRADE REDWOOD
SILL PLATES - TYP
I
11
(5)-s5 CONT.
#4 SUPPORT
BAR ®48" O.G.
4,GIu-laminated members shall be Douglas Flr/Larch as follows:
conform to AITG symbol 24F -V5 or better (FG, = 2400 P51;
Fv = 165 P51; E = 1,800,000 P51), unless noted otherwise.
SLaaccaddanVcoenewotrh Ltuhbati(oVLl ) resalabdBeoneadand aritcoantaeld
Design 5pecificatlon for wood. LVL's to be 19'4" thick with the
follawing minimum working stresses: Fb = 2600 PSI; Fv = 285 P51;
E = 1,800,000 P51
6.1Alood manufactured products other than those noted, which have
I.G.G. approval, may be used with approval of the Engineer.
B. FASTENERS AND CONNECTORS
LAII timber nailing and connections shall conform to IRC and AITG.
Reference IRC Table No. R602.5(1): Fastening Schedule.
2.Metal connectoro for wood framing are manufactured by the
Simpson Strong-Tlo Company, connectors with Halls shorter than
common as Follows:
8d x I1/4"; IOd x Ilh"; 16d x 21t", unless noted otherwise.
3.Alterngte connections and Fasteners to those listed above, which
have I,G.G. approval, may ioe used upon approval by the Engineer.
4.Lag screw connections, InGluding lead"holes, pilot holes, and screw
Installgtlon, shall conform to NDS.
5.Bolts for wood member connections shall be ASTM A501 with
minimum IIS" diameter washer oath end, unless noted otherwise.
Do not countersink bolts unleaa noted otherwise.
CANT 'TREATER
2x6 SILL PLATE W
9/64" Gila POWDEf
DRIVEN NAILS ® 12" O.:.
1/2" THICK
ASPHALT
IMPREGNATED
FIBER BOARD
TYP
#4 0 2'-0" O.G.
TOP t BOT
2x6 STUDS
® I6" O.G.
) - #4 CONT.
�E32
SEE PLAN
(2)-#5 CONT.
TOP d BOT.
CONTINUOUS 6"
CONCRETE CURB W/
#4 DWL'S a 16" O.G.
I" = 1'-0"
SLAB
DEPTH
,4.
SAYS CUTn
.SLAB DEPTH) • I
�III�II"111111-'e•
flegtutscjAtigislifertrile:11:1E:74:
TnN6SHALL BE DONEWITHIN 2a HOUR$ roOLLED CRACKING OF THE SLAB AND YSMEN HARDENED SUFFICIENTLY TO PERMITHIPPING, 9PALLIN6, oR TEARING.
TYPICAL SAWCUT JOINT
DO Na' EXTEND
REINP. THROUGH
JOINT.
7"xS" KEY
coNr.
SII
APPLY BOND BREAKER
RILL LENGTH AND DEPTH
OP THE JOINT.
4•
4"
I- M DONT. EA.
SIDE OF JT.
TYPICAL CONSTRUCTION JOINT
LOCATE UNDER PARTITION WHEN P05SIBLP
TYPICAL CONC
SLAB ON GRADE DTL'S
INT60R SLABS-pN-GRAPE
I. U1E55 NOTED Or 6 R ed 10INTERIORS S.O.G.S SHALL 7 4' THICK
GNGRETE SLABa PLACED ON A MINIMUM 4" THICK LAYER OF
FA-71
te"NING
7. a INTERIOR st
E:H WAY, MID -FE
s. POVIce s
NTEp OTHERWISE (SE
4. P7VIDE FREE-DRAINI
N:ES E) ACCORDING
S. CMPAGTI VE EFFORT FOR
`J6RADE9 rir54 SUPPORT 5.0.6.',9 SHALL
5115 EN61N�R5 REGOMMENDATIONa.
REINFORCED WITH ea • 16. O.G.,
MAXIMUMS IS' EACH WAY, UNLESS
DETAIL ),
GTF(WHERE
REEDCOMMEILL NDATIONS.
AL FILL AND EXISTING
IN AGGOROANGE WITH
yF+ATHING NOTES
Sleathinge shall be American Plywood Aseoclatlon (APA),
=xposure I, G -D plywooda or oriented strand board (01.15.)
oa Pollows�
iooPe...................:...............15/52" thick, APA rated sheathing,
32/16. Provide Plitllpe midway
botwsen rafters at unsupported
ed sheathing,
ckod.
s walla with APA
drawings.
unless noted.
MILING
USE
Roof
Wal I
NAILS
(Deformed
shank)
8d (151" m)
8d4-131" m)
NAIL SPADING
e Intermed, • Sheet
5upporte Edges
12"
_I2"
6"
COMMENTS
I. Noll diameter oP .131" le equivalent to 8d common
or 12d sinker valla. Mochonlcally driven Halle
r.:dual or greater diameter which penetrate the
Homing members at least 1.5/4" may be used.
SEE PLAN
EXT:bR
LTZ
DWLa. x
16'12'
2:).c.
REINIEE
DTI/SI
SEE PLAN\
�G2
#4 UP
BAR ®S48
I"= I
4"
I
GONG.
WALL
SEE PLAN
I
ROINT TO OUGHEN GO"DL
JI/4
AMPLITUDE- TYP.
I
3- #5
CONT
HORIZ
i
KURTZ 4t
ASSOCIATES,
I NC.
5012 COUNTY RD. 154
GLENWOOD SPRINGS,
COLORADO
(Q-70) a45-6305
RESIDENCE
FOR
JOSH KAUSHA
ALLISON
MEL RAY ROAD
LOT Ib, BLOCK
WESTERN HILLS
SUBDIVISION
NTY, CO
DRAWN BY: J.L.G.
CHECKED BY: B.J.K.
SCALE: AS SHOWN
PROJECT #: 13-41
DATE:
CONSTRUCTION SET:
Oq/06/13
REISSUED:
10/02/13
SHEET TITLE:
GENERAL NOTES
8 FOUNDATION
DETAILS
SHEET:
Nis
off';
N
iv\
w
v=i s
TYP 'MAS' ANCHOR
I" = I' -O"
(2)-2x12
RIM JOIST
ATTACH MODULAR RIM JOIST -TO
-SILL PLATE W/ 1/4" dia. x 6"
WOOD SCREW • 24" O.G. (505
1/4 x 6 BY SIMPSON STRONG TIE
CO. OR EQUAL)- OR ATTACH
PER MODULAR MFR'S
RECOMMENDATIONS - TYP
WALL INF -
SEEREF/52
_ J STEP LOCATION
RE: PLAN
TYPICAL FTG. STEP DETAIL
TRANSVERSE REINFORCING NOT SHOWN
NO SCALE
4"
II.1/8" OPEN WEB
FLOOR TRUSS
1001-0"
CONT. TREATED 2x6 PLATE
IN/ 'MAS' MUDSILL ANCHOR -
SPACE A5 FOLLOWS.
WITHIN 1'-0" OF BUILDING
CORNERS 6 • 2'-6" O.G.
MAXIMUM (SEE A/S2)
TYP 0 FULL HEIGHT WALLS
DWL •4 x
28" Lrb"
(B4PCONT.BOT
Tqt
I" = 1'-O"
I.I/2' GLR
WALL
SEE PLAN
1a: O.G.
TDP b BOT
:!E
AN
C2) -2x12
RIM JOIST
a5 p 12"
O.G. Vi=RT.
x5 � I6"
O.G. HORIZ.
DWL #5 x
38"
Lou ^�
® 12" O.G. _
I.I/2" GLR —/
5-#5
CONT.1
SEE
PLAN
r
2x12 BLK'G
4"--2\
�5
16"7.C.
CONT. TREATED 2x6 PLATE
W/ 'MA5' MUDSILL ANCHOR -
CORNERS t ® 2'4" O.G.
MAXIMUM (SEE A/52)
la" THICK ASPHALT
IMPREGNATED
FIBERBOARD-TYP
100'-O"
11."1/8"
OPEN WEB
FLOOR
TRUSS
rS.O.G.
I SEE
PLAN
- x -
•
8"
WALL
SEE
PLAN
10"-TYP®
BASEMENT
3" GLR - TYP
I" = 1'-0"
AE1.166 POST BASE
IN/ (2)- 1/2" dia. THRU
BOLTS TO POST t
(I)- 5/8' dia. X 8" I_r2"
ANCH. BOLT OR 5/8"
dia. x b' SLEEVE TYPE
EXPANSION ANCHOR
6x6 TIMBER
POST
10" dla.
GONG
2 PILASTER
Q
�(4) - #4 VERT
�2 HORIZ
TIE • 12"
O.G.
(8t 4) - �4 x
(
DIALS
FEINF.SEE
FTG. SGHED.
EACH WAY
EQUAL I EQUAL
SEE FOOTING
SCHEDULE
FOOTING TO BEAR ON
UNDISTURBED NATURAL
BEARINb SOILS
OR COMPACTED
STRUCTURAL FILL
TYPICAL EXTERIOR FOOTING 0
I" = I' -O"
MARRI AGE
WALL
PROVIDE A55 FRAMING ANCHOR
® Ib" O.G. EACH SIDE
(4�
OPEN WEB
FLOOR TRU55
—KV
(4) -LVL BM W/ COL GAP
EGG00-1.1-5052,5
STEEL COL
TS 5x5x5/Io
BASE PLATE 3/4" ).
9" x 9' W/ (4)- 5/8" dla
ANCHOR BOLTS OF
EXPANSION ANCHORS - TY°
• STEEL COL'S- U.N.O.
S.O.G.
ryd)
100'-0"
CONTINUOUS 2x10 WOOD PLATE
(DOUG -FIR %1 FREE OF TWIST OR WARP)
ATTACH TO STEEL BM W/ (2) -ROWS
9/64" dia. POWDER DRIVEN NAILS
• 12" O.G. (STAGGER)
PROVIDE BOND BREAKER
® COL b BASE
TYPICAL
5/16' l/ TOP t BOT
18"x18" DIAMOND ISOLATION
JT. AROUND COL.
SEE PLAN
I" DRYPAGK T
5" GLR i
H
AY EQUAL
'-
EQUAL
SEE FTG
SCHEDULE
MARRIAGE NALL
REINF- SEE
FTG SCHEDULE
I" = I'-0
KURTZ $
ASSOC I ATES,
I NG.
5012 COUNTY RD. 154
GLENWOOD SPRINGS,
COLORADO
(Q10) a45-6305
RESIDENCE
FOR
JOSH $ KAUSHA
ALLISON
MEL RAY ROAD
LOT 16, BLOCK l
WESTERN HILLS
SUBDIVISION
GARFIELD COUNTY, CO
DRAWN BY: J.L.G.
CHECKED BY: B.J.K.
SCALE: AS SHOWN
PROJECT #: 15-41
DATE:
CONSTRUCTION 5ET:
01/06/13
REVISED:
10/02/15
SHEET TITLE:
FOUNDATION
DETAILS
SHEET:
iF
54'-0"
6'-0
24'-9"
10'-O"
PROVIDE HORIZONTAL CORNER
BARS TO MATCH HORIZONTAL
WALL REINF- TYPICAL
(5EE GENERAL NOTES)
\S3)
—1—
T
T
TF = 66'-10"
X52
i
TW =
TF = 801'-01.1/8"
�\FT6
51 M-
/
TW = 016'-0"
TF = 601'-9.1/8"
I'-4"
8"
I
ILARr.
C�7
0
v
1-1
G
s
TW = 95'-4"
TF = 891-41.1/6"
TW = 01374"
66'-10"
5
6
TW = 010'-11/8"
TF = 66'-10"
II. SLAB
0 .O' -tit"
4 J
THRESHOLD
r TW = 801'-6"
-*\
TW = 018'-9.1/6"
TF = 69'-9.1/6"
TW = 96'-9 ?/8"
TF = 56'-10"
TW 96'-O"
TF = 66'-10"
THRESHOLD
TW = 801'-6"
r— —
6"
m
m
II 15J
6 1(flas
10' \j1
21-4"r;\
FTG
THRESHOLD
TW = bq'-b"
TW = 410'-11/6"
TF = 66'-10"
D
51
5/ 6
J
r
6"
20'-4"
D
SI
6'-5"
(Ci\SIMILAR
522
52
m
0
In
P.
7__�
in
L _
-1,-011,
NOTES:
I. DATUM: T.O. PLYWD (MAIN LEVEL) OF 100'-0"= 51TE ELEVATION OF 5910.0'
(VERIFY W/ CIVIL ENGINEER'S DRAWINGS)
2. AFTER BASEMENT WALLS HAVE CURED AT LEAST i DAYS b GAINED
COMPRESSIVE STRENGTH = 2500 PSI, MINIMUM, E PRIOR TO PLACING MODULAR
RESIDENCE, BACKFILL TO ELEV.= 011'-0" ADJACENT TO EXTERIOR WALLS
NOTE: ON-51TE SOILS ARE MOISTURE SENSITIVE
# WHEN WETTED EXCESSIVELY MAY CAUSE
DIFFERENTIAL FOUNDATION MOVEMENTS.
SURFACE GRADING, CONTROL OF ROOF
RUN-OFF, UNDERDRAIN SYSTEMS d LAWN
IRRIGATION TO BE IN ACCORDANCE IW SOILS
ENGINEERS RECOMMENDATIONS. SEE SOILS
REPORT FOR ADDITIONAL INFORMATION.
R.LVISE9 FociN1PATmN) DESIGrJ (I0/02748)
13ASEP UPo4 5011.5 Re-PogT. IJo. 113-34-4A
C0/723713) BY NEPwoiCTK- PAwI.1K GE0-00 11(AbIidc-
MAx(M7M ALLowASLE SOIL P>EMINIC-1 = 2000 PSF
FOUNDATION FLAN PLAN
1/4" = I'-0" NORTH
FOUNDATION PLAN NOTES:
I. Concrete foundation walls to be 6" thick unless noted otherwise (U.N.OJ
2. Dimensions this sheet are to face of concrete U.N.O.
5. TW = top of concrete wall.
4.
5.T7
tdpnoecsoete ftootit w
all
b. SF = Step In top of concrete footing. See typical detail 8/52.
"f. Q designates footing type. See Footing Schedule this sheet.
D. Footings are to bear on undisturbed natural bearing soils or compacted structural fill.
GI. Finish grades are to provide 36" minimum cover for exterior footings.
TYPE
CONCRETE FOOTING SCHEDULE
SIZE REINFORCEMENT
REMARKS
2'-0" X 2'-0" X 10"
2'-8" X 2'-6" X 10"
3'-6" X 3'-6" X 10"
3 - #4 EACH WAY
4 - #4 EACH WAY
5 - 405 EACH WAY
NOTES: I. Place scheduled reinforcement 5" clear from bottom of Footing.
2. Center footings below columns unless dimensioned otherwise.
KURTZ 4
ASSOC I ATES,
I NC.
5012 COUNTY RD. 154
GLENWOOD SPRINGS,
COLORADO
(110) 0145-6305
RESIDENCE
FOR
JOSH KAUSHA
ALLISON
MEL RAY ROAD
LOT 16, BLOCK 1
WESTERN HILLS
SUBDIVISION
GARFIELD COUNTY, CO
DRAWN BY: J.L.G.
CHECKED BY: B.J.K.
SCALE: AS SHOWN
PROJECT #: 13-41
DATE:
CONSTRUCTION 5ET:
Oci/06/13
REVISED:
10/02/13
SHEET TITLE:
FOUNDATION
PLAN
SHEET:
5-3
SITE PLAN
A Parcel of Land Situate in SEI/4SW1/4 AND THE SW1/4SE1/4 of Section 34,
Township 5 South, Range 89 West of the 6th P.M., County of Garfield, State of Colorado
BLM
N 89°10'20" W
334.15'
Lot 12
D=65°19111"
R=100.00'
L=114.00'
CB=N 51°31'32" W
CH=107.93'
z
71.2'
D=76°5952" /
R=20.001—,
L=26.88'
CB=S 51°31'17"E
CH=24.90'
10.0'
27.7
a Proposed House
27.7'
LI
Proposed Deck
27.7'
I__
D=47°59143" /
R=50.00'
L=41.88'
CB=N 66°01'17" W
CH=40.67'
1
1
1
/
71.9'
Lot 16, Block 7
147.8'
Lot 15
S 01°06'15" W
20.00'
20
GRAPHIC SCALE
10 20 40
so
( IN FEET )
1 inch = 20 ff.
See pan /9"mteasiew-oi
54„/,/,,,,y Mit/ire/nen%
PROPERTY DESCRIPTION
LOT 16, BLOCK 7, WESTERN HILLS SUBDIVISION, COUNTY OF GARFIELD,
STATE OF COLORADO, RECEPTION NO. 203826.
NOTES
1.) DATE OF SURVEY WAS AUGUST 23, 2013.
2.) THE PURPOSE OF THIS SITE PLAN IS TO SHOW THE PROPOSED LOCATION
OF THE HOUSE AND DRIVEWAY, AS SHOWN HEREON.
3.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OFA CURRENT
TITLE COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS
SURVEYOR OR BOOKCLIFF SURVEY SERVICES, INC. OF THE PROPERTY
SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING
PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS
PARCEL.
SURVEYOR'S STATEMENT
I, SHAWN BINION, A REGISTERED LAND SURVEYOR, LICENSED UNDER THE LAWS
OF THE STATEt c�RADO DO HEREBY CERTIFY THAT THE SURVEY SHOWN
HEREON + ON THIS DATE AUGUST 23, 2013 BY ME OR UNDER MY
DIRECT" °2r CHECKING THAT THIS MAP IS A TRUE
REPREj1° It> t F.
SHAW)i,:5ION, COLORAD'q REGISTRATION NO. 38200
FOR A Y BEHALF. °J,:c„,"
BOOK r igNI sF?ICES, INC.
vfeL LiAY`)r=
-s�`x J
APPROVED
SUBJECT TO NOTED
Y%CEPTIVNS 8 INSPECTIONS
GARFIELD COUNTY
BUILDING DEEP NT
n.c� LD COP '
NO INSPECTION WITHOUT'
THESE PLANS ON SITE.
Pair of
6,1 N
M
Lit
c
m
N
Y
a
Z
J
FILE: SITE PLAN
DFT. SCB
CK. MJL
DATE: 8/22/13
PROJECT N0.
13059-01
SHEET 1
OF 1
ON
E AT1ON
REAR
7LEVATION
wee
NIS`.
1111111
eases
sum $
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0 00
ELEVATION PLAN
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DATE.STAFF 05-21-13
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Parcel of Land Situate in .SE 1 / 4SW2 / 4 AND THE SW _I / 495E 1 / 4 of Section S
Township S South, Range S9 West of the 6th P_ M_, ConzettzJr of Oarfze1ci, State of Colorado
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PROPERTY nescn PTSON
LOT 2 S. masa 7 WES72CSS FALLS Seirt0WISr0r . COUNTY OF OARFISLD.
STATE OF CO2.O02A00. RLC.SP'IZON NO_ aOSS26.
NOTES
2 _) DATE OF SURVEY WAS A croCJSz- 32. 2OZ 3.
2_) CO2WTOLR2 INTERVAL. FOR TRIS SLllnv r IS TWO (2) FOOT
-Sr) SLS VA2^2O2VS OF THS SITE ARS 8.4.3ED ON OPS OSSSI20rATYOfl AND W0S84
OATLIM ON THS SI'T'S SSMC" a r OrMATSD AT THS SOUTH SASr CORNFfR
OF LOT I S. A 222C23At2 AND CS.r LS NO. 27653 LN PLACE F.at09L2-20N - rt.
AS SHOWN HEREON.
4_) That PROPOSED I300SL LOCATION SHOWN HE'12EON SS FOR 22EFSd2E2\rC
Oar-
7W2.5
NLYTFIIS SCIRVSr WAS PREP 41Z>_ WITHOC/r TFIS I3SNSl+iZ OFA CErvaa2VT
ZlTLE COMMil'M 2rr ANO DOSS NOT RSPRSSSJV'J'A YM -S _coat vC2; SY 7earS
SCIRVE3e0I2 OR SOOKr"•r 'FF -townie- SsRVICES. INC. OF TFIE PROPERTY
SHOWN 10 anaszt&crivs OWNERSFlll? CO21e17..9 LLTY WI7I1 ASVOIN2S0
PARC.S.LS. OR OR ICIVa- fl c OP' 22SCOR4JS AFFECTING THIS
FART F•r
SLI22VEYOI2'S STA M112 IVT
I SFIA WN BINION A 1ZL+OISI25REO LAND SC7RVEe1012. LICL:IVSSD LNDSR IFIL: ZA WS •
OF THS STA ^• a Rfl.00 DO H2ilPSITY Cylil2Tgf'Y TFIAT TFC 3LIRVEY SXQ N
HR' v'i+N =;' C ON THIS DATE 38.n aaa 3. 2023 BY Aa OR W SR'
Mie^ Ol - r ') ND CISTSCWNG TI3AT TYN3 41.e..91=• ZS A TRLrE
RSPRP .
it, . . N
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REOISZ'RATION N0_ 35200
g
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res
FILE: E>CC
orr. scat
INJL
DATE: 9/3/13
PROJECT NO,
SHEET- 1
OF• 1
CONSULTING igirsIEERS
Job Code
Subject
/( io4 4.$441% ,J/
/ ex / r/eJ Checked Sheet L Of /
6'64 wood s;v
1.5
Date
/o--6-73
Al ra 7) ;4 r-ot— e /1/41177
V` Ale K 0 751 1 r- 7)(2...c.
‘,/ki/ a -8g Sf c_s
EIP'-6 Car
(2)-2X12
RM J015T
345 6 12"
G.G VERT.
#5®16"
O.G. HOR1Z.
4"
r10"
@ 2, o.G.I
1,1/2" GDR
><
2x12 BLK'G
1001-01
J
CONT. TREATED 2x6 PLATE
YV 'MA5' MUDSILL ANCHOR -
SPACE A5 FOLLOWS:
WITHIN I' -O" OF BUILDING
CORNERS it ® 2'-8" 0.C.
MAXIMUM (SEE A/52)
Ae4±12. t0 \ A S AAcfcr:
PRovcPL 0o€15 6
-7-2(....1A TEE> S! Lc,`�a i /
" x t2"x 2" A�.CH0,2. &A --T
"HICK ASPHALT .� i /►(
IMPREGNATED
FIBERBOARD-TYP SP�cl�G�
SEE uppc�2
PLAN PLAT . 1'1
6x3"
Lcd cx scRt(tJ
10" _ 1-YP6wO.G.
BASEMENT
11.'1/8"
OPEN WEB
FLOOR
TRU55
5.0,6,
x
X -.
PLAN
311 GLR - TYP
-0"
KJRTZ $
ASSOC I ATFS,
I�NG.
5012 COUNTY RD 154
GLENhOOD SPRINGS
COLORADO
(cr70) 145.6505
REST DENGE
FOR
JOSH KAUSr A
ALLISON
MEL RAY ROAD
LOT Ib, BLOCK -1
WESTERN HILLS
SUBDIVISION
GARFIELD COUNTY, G0
DRAWN BY: J.L.G.
CHECKED BY',
SCALE: AS SH0AN
PROJECT #: IS -41