HomeMy WebLinkAboutPlans311 u!9eu mupedyr 49L1,l....a
SLSZ-Z1-8-3?118
LEONARD E. LORENTSON FAMILY TRUST
PARCEL NO. 2395-321-00-047
4
25.00' FRONT
YARD SETBACK
N 85°0543' E
r
110.31'
OVR M1 -E ROPE
CR ��� .F
LEONARD E. LORENTSON FAMILY TRUST
PARCEL NO. 2395-321-00-047
/
4"/
/# /
30.00' ACCESS & UTILITY EASEMENT PER
BOUNDARY UNE AGREEMENT - REC
NO. 547639 OR BK 1136 PG 375
EXISTING WATER WELL
PLACE 24 -)NCH DIAMETER PRECAST CONCRETE
MANHOLE VER WELL WITH CAST-IRON MANHOLE,
COVER SET AT FINISHED GROUND SURFACE -IN
ORDER TO TO PROVIDE FUTURE ACCESS1T9'L.
EL
—PROPAT4EtTANKi -
-. EROPCSED{LOCATION)
10.00. SIDE
YARD SETBACK
LEONARD E. LORENTSON FAMILY TRUST
PARCEL NO. 2395-321-00-047
O
z
BLRE-8-12-2575
Sunlight Meadow Cabin LLC
Det garage 1925 Forest Service road 30B
JR EXISTING WATER VALVE BOXES.
INSTALL RISERS TO RAISE CAPS To
FINISHED GRADE.
hp" no
GI% 731,..‘
mostRai
80'15'40^w
6165
87.68'
LP
SUNLIGHT MEADOW CABIN, LLC
SPECIAL WARRANTY DEED
RECEPTION NO. 807885
PARCEL NO. 2395-332-00-048
87,122 SQ. FT. OR 2.00 ACRES
25.00 REAR
YARD SETBACK
10.00' SIDE
YARD SETBACK
m
LEONARD E. LORENTSON FAMILY TRUST
PARCEL NO. 2395-321-00-047
UFS/CE
CSP
254.7
E PLAN
OSED GARAGE
August 1,2012 J
12804
1
DRAWN BY: BIC
CHKD BY: MIG
20
0
20
C•,
40
60
GRAPHIC SCALE IN FEET
1 INCH = 20 FEET
NOTES:
1. THE PROPERTY IS SUBJECT TO ZONING REGULATIONS AS SET FORTH IN ARTICLE III, SECTION 3-202
RURAL ZONE DISTRICT OF THE GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED.
2. THE PROPERTY HAS ACCESS TO COUNTY ROAD 117 BY A 30.00 WIDE ACCESS AND UTILITY EASEMENT
AS DESCRIBED IN THE BOUNDARY LINE AGREEMENT RECORDED AT RECEPTION NUMBER 547639AND IS
SHOWN HEREON.
P
h
LEONARD E. LORENTSON FAMILY TRUST
PARCEL NO. 2395-321.00.047
I hereby certify that this site plan was prepared for Robert and Stacey Adams, and Sunlight Meadow Cabin LLC, that It is prepared
for building permit application only, that it Is not an improvement location certificate, land survey plat or improvement survey plat,
and that It is not to be relied upon for the establishment of fence, building, or other future Improvement lines.
Stamp By:
Mkhaol J. Gumbo P.E. 8 P.LS. 28036
ROBERT & STACEY ADAMS
925 FOREST SERVICE ROAD
GLENWOOD SPRINGS, CO 81601
GAMBA & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
970/945-2550 WWW.GAMBAENGINEERING.COM
113 NINTH ST., STE. 214 P.O. BOX 1458 GLENWOOD SPRINGS, CO 81602
SHEET NO.
,,, ,,,,t ii,
I' .' ft
••
'
•,....4-17/• %.,C
cc AND ,,,,,, `'
�� ,,.,,,,,,,,.•
SIT
FOR PROF
SCALE: 1' = 20' DATE:
SHEET: 1.13 PROJECT:
REV
NO.
DATE
REVISION
MADE
BY
CHKD
BY
APPD
BY
DRAWING: Mae 20120801 dwq
DIRECTORY:IAGVWA12ILw1
254.7
E PLAN
OSED GARAGE
August 1,2012 J
12804
1
DRAWN BY: BIC
CHKD BY: MIG
20
0
20
C•,
40
60
GRAPHIC SCALE IN FEET
1 INCH = 20 FEET
NOTES:
1. THE PROPERTY IS SUBJECT TO ZONING REGULATIONS AS SET FORTH IN ARTICLE III, SECTION 3-202
RURAL ZONE DISTRICT OF THE GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED.
2. THE PROPERTY HAS ACCESS TO COUNTY ROAD 117 BY A 30.00 WIDE ACCESS AND UTILITY EASEMENT
AS DESCRIBED IN THE BOUNDARY LINE AGREEMENT RECORDED AT RECEPTION NUMBER 547639AND IS
SHOWN HEREON.
P
h
LEONARD E. LORENTSON FAMILY TRUST
PARCEL NO. 2395-321.00.047
I hereby certify that this site plan was prepared for Robert and Stacey Adams, and Sunlight Meadow Cabin LLC, that It is prepared
for building permit application only, that it Is not an improvement location certificate, land survey plat or improvement survey plat,
and that It is not to be relied upon for the establishment of fence, building, or other future Improvement lines.
Stamp By:
Mkhaol J. Gumbo P.E. 8 P.LS. 28036
ROBERT & STACEY ADAMS
925 FOREST SERVICE ROAD
GLENWOOD SPRINGS, CO 81601
GAMBA & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
970/945-2550 WWW.GAMBAENGINEERING.COM
113 NINTH ST., STE. 214 P.O. BOX 1458 GLENWOOD SPRINGS, CO 81602
SHEET NO.
10' FLOWLINE RADIUS
N 85"05'43' E
PROPERTY BOUNDARY
DRY STACKED BOULDER RETAINING WALL -�
/
EDGE OF EXISTING GRAVEL
DRIVEWAY
30.00' ACCESS & UTILITY EASEMENT PER
BOUNDARY LINE AGREEMENT - REC
NO. 547639 OR BK 1136 PG 375
NOTES:
1. BOULDERS SHALL OPTIMALLY BE TABULAR IN SHAPE.
(RELATIVELY FLAT SURFACES ON OPPOSITE FACES W1TH
THE DIMENSION MEASURED PERPENDICULAR TO THE
FLAT FACES LESS THAN THE DIAMETER OF THE
BOULDER MEASURED PARALLEL TO THE FLAT SURFACES
— IN OTHER WORDS, MORE LIKE A TUNA CAN THAN A
BOWLING BALL)
2. BOULDERS SHALL BE STACKED IN SUCH A MANNER
THAT EACH SUCCESSIVE ROW OF BOULDERS ARE OFFSET
ALONG THE LENGTH OF THE WALL IN ORDER TO PLACE
EACH BOULDER IN CONTACT WITH TWO BOULDERS
BELOW
3. THE CENTER OF GRAVITY OF EACH BOULDER SHALL
BE BEHIND THE CENTER OF GRAVITY OF THE BOULDERS
BELOW.
4. SUCCESSIVE BOULDERS SHALL GENERALLY BE
SMALLER IN WEIGHT AND DIMENSIONS THAN BOULDERS
BELOW.
5. MINIMUM DIMENSION ON ANY BOULDER SHALL BE
12—INCHES.
/
RESEED EXPOSED SOIL 'MORTAR" WITH
NATIVE VARIETIES OF PLANTS, SHRUBS, &
TREES THAT PROVIDE EXTENSIVE ROOT
GROWTH AND SURFACE COVERAGE TO
PROTECT SOIL 'MORTAR" FROM EROSION.
FILL ALL VOID SPACES AROUND
BOULDERS WITH 1-1/2 INCH
MINUS SOIL AS A 'MORTAR"
PLANE OF CONTACT BETWEEN
BOULDERS SHALL SLOPE DOWN AND
AWAY FROM THE FACE OF WALL WITH
A MINIMUM ANGLE OF 10' AND A
MAXIMUM ANGLE OF 30',
1
0.75
MAX.)
10'-30'
TOP WIDTH
IS 1/5 WALL
HEIGHT
(MIN. BOULDER
DIM. 18',
SEE NOTE #5)
SURFACE DRAINAGE SHALL BE
DIRECTED AWAY FROM BOULDER
WALL. CONCENTRATED DRAINAGE
FLOWS SHALL BE CONVEYED BEYOND
BASE OF WALL VIA ENCLOSED
DRAINAGE STRUCTURES SUCH AS
CATCH BASINS AND STORM SEWERS.
110.30
CULVERT INVERT IN
ELEVATION = 8182.75
4
EXISTING GRAVEL DRIVEWAY
25.00' FRONT
YARD SETBACK
1
81 T14.00
MIRAFI 500X OR
APPROVED EQUAL
10.00 SIDE
YARD SETBACK
8.INCH DIAMETER
DUCTILE IRON PIPE
DRAINAGE CULVERT
PLACE AND COMPACT CLASS 6
AGGREGATE BASE COURSE AS NECESSARY TO
REGRADE DRIVEWAY
FLOWUNE
FINISHED FLOOR
7OP OF CONCRETE)
ELEVATION AT FRONT= 8184'00
AT BACK= 8184.
ELEVATION33
1
1
I
I
I
CULVERT INVERT OUT
ELEVATION = 8180.64
90$
8184.
-B180 �r
EXISTING WATER WELL
PLACE 24 -INCH DIAMETER PRECAST CONCRETE
MANHOLE OVER WELL WITH CAST-IRON MANHOLE
COVER SET AT FINISHED GROUND SURFACE IN
ORDER TO TO PROVIDE FUTURE ACCESS TO WELL
8182
J
8180
FOUR EXISTING WATER VALVE BOXES.
INSTALL RISERS TO RAISE CAPS TO
FINISHED GRADE.
8178
8176
Tk_- -5p 4-c I 9 pi N F P/t ✓re
IZS - coo g71. wrier cite/gilt ` I' FT w's,p
C So 1 - 2000 . w, C s ZS rt
✓v11vt
QeditrA : /off MIN - Scc .44/ 1iA4/
F
�� MIN. 12" IN—SITU MATERIAL, SCARIFIED AND'\,
�RECOMPACTED TO 100% STANDARD PROCTORy
OR 95% MODIFIED PROCTOR AS APPLICABLE
BASE WIDTH IS 1/2 WALL HEIGHT
I=I MINIMUM BURY OF BOTTOM BOULDER = 1/4
WALL HEIGHT NOT TO EXCEED 3'
UNDISTURBED
IN—SITU MATERIAL
OR COMPACTED
STRUCTURAL FILL
FINISHED GRADE
MAX MUM
HEIGHT
= 12 FEET
I I=III=I I
F OVER—EXCAVATE 1/4 THE WALL HEIGHT PLUS 2 FEET NOT
EXCEEDING 5', RECOMPACT 12" OF IN—SITU MATERIAL TO
100% OPTIMUM STANDARD PROCTOR DENSITY. PLACE MIRAFI
500X GEOTEXTILE FABRIC ON COMPACTED SUBGRADE
EXTENDING THE FULL WIDTH OF BASE BOULDER PLUS 2
FEET IN EACH DIRECTION.
CROSS-SECTION OF DRY -STACK BOULDER WALL
Not To Scale
PROPERTY BOUNDARY
5
0
5 10
15
GRAPHIC SCALE IN FEET
1 INCH = 5 FEET
PRE-ENGINEERED RF TRUSSES
HAVE ENGINEERING FOR INSPECTOR
AT TIME OF FRAME INSPECTION
76 L L e 7a rt '/b/ ,
PRE-ENGINEERED TRUSS @ 24. O.C. (SEE ROOF PLAN)
5/s PLYWOOD
12
29 GA. METAL ROOFING
TRUSSES PER MANUFACTURER
ICE 8 WATER SHIELD
9•-6•
SIMPSON H3 EACH END
DOUBLE 2X6 PLATE
"-2X6 STUDS @ 16' O.C.
R1 ISULAT ON
`�-PRE PRIMED MASOMTE SEU9G
X1/2' PLYWOOD OR 068
r� h�L1G t
w ail/11 I.1 m l _ t59-6)1705
SPAN 31
2X6 SILL PLATE W/» 0 A.B/ @ 4B' o.c. MAX. 7' EMBEDMENT
•
SLAB ON GRADE (SEE FOUNDATION PLAN)
Nei 5}rucres
See PI.1-14. e - ncm vv evl}, 4,' zoo
IC --cc 467a/ten-yen A .
8-10'
Finished Grode
18-Y
9' 6"
FINISHED FLOOR ELEVATIONS:
FRONT OF GARAGE _ 8184.00
BACK OF GARAGE = 8184.33
12
FOUNDATION FOOTERS (SE FOUNDATION PLAN)
BEARING ON UNDISTURBED NATURAL SOIL
Section A -A
SCALE: 1" = 5'
CAzAniskt9: 7f'/to, is -4e 22, 7/0
TOP OF STEM WALL ELEVATION 8184.33
PERFORATED DRAIN PIPE W/ FREE DRAINING GRANULAR
MATERIAL SLOPED TO OUTLET (SEE SOILS REPORT)
e/e cht/G,/ ,e°-r,-ih it lgAt/A/
,eya,,eJ d 44-m e ye -r- on ,
It e%cht/e.-1/
peyu,t fd 4-c% -, n/ ,siyeo/i�I .
4'
32
16'
Front View
(facing East)
SCALE: 1" = 5'
PRE -PRIMED
MASONITE SIDING
ISHED FLOOR ELEVATION AT FRONT OF GARAGE= 818400
PRE -PRIMED
MASONRE SIDING
Concrete
8190.17•/'1Bi89:98 <"
8189.17 I-ITv
eiteaUIn=n=11-11-11111=IIaer . •.
8189.20e
9' 6'
32'
Back View
(facing West)
SCALE: 1" = 5'
FINISHED FLOOR ELEVATION AT
BACK OF GARAGE- 8184.33
EXTERIOR FINISHED GRADE
ELEVATION = 8183.63
12'
24'
1
LIGHT
29 GA. METAL ROOFING
ICE 8 WATER SHIELD
1
QGFCI
9' X 8' SECTIONAL GARAGE DOOR
TRIPLEI2 X 10 HEADER
9,
UGIT
32'
4'
n
ti) GEC!
ii'
QGFCI
16' X 8' SECTIONAL GARAGE DOOR
TRlPL 11:, ML HEADER
Floor Plan
SCALE: 1" = 5'
16'
LIGHT
GFC
_ -FINISHED FLOOR ELEVATION AT BACK OF GARAGE= 8184.33
1
FINISHED FLOOR ELEVATION AT FRONT OF GARAGE- 8184.00
. . • �• '• �Concele
: 8}90,17' 8189.98
a. Finished Grode
- ' n=I1�11-1 elle. 1- i=11=u
i1=11=11=11=11II=II =11=11=1KII=11=u-
e=11-11=11=i1=1(=1I=11-II- I-II=JI=n=1111=11=11=u-,. 8188,20
II-11=11=11-II-11=1I=11=11=1_I=111K11=11=111111 1=11=11=u
-11=-n-e 11=11=11=11=11=11=11=11-11=11-II11=H-II=Il=11=11=11=11=11=1111=u- „-
-1111=II=11=11=11=11=11=II-11-II-11-II-I 11=IKII=1_II=II=11=11=II-11=11=11=11=11=1_I=11-11
-11=11=11=11=11=11-11=11=11=11=11=11=IIrerx=11 1=11-11=11=11111111II11=1111- 411
u n n n u-u-u—u—u—n—n=lKnn=n=u=n=u=n=n—n=u=n=u=u=n
• - �,=n=n=n=n=n=ll=u=n=g=n=11u=n=n=n=n=n=il=n=n=n=n=n=n=6=n=u=n=n=n=n=n=n=n=
i-('yIIII1n/.nllnllnll ��llnjl=lfl��II �1IIll II �IIInll1111111111111111111�111i 11 �111111111111�111�11��11�111 X111 �I II ILII �I II ILII X111 X111 �I II
i=u='n=n—a=u=n=u=n=u=u=nn=nuu=li=u=n=n=u=g=leu=tau=u=n=n=n=u=n=n=n=n=a=u=u=u
3'-4• ., � � ��=li�u=n=l=lqu-B=u=u—u—B=n=u=n=u—u=u=n=n=n=u=u=n—u�ru—u=u=n—u=a=u=u=a=n=u=anu=n=
a=i�, a�In i�In111� n�tl�u nl�n�Ia�In�In�ln�In�In�Io=n=u=n=u=n=u=u=n=aFu=o=n=u=1�=a=8=n=n=B=u=B= 1..=_n
II=11=11=11=11-11=11=11=11 I-II I-11-A-2=11=11=11=11=11=11=11=11=II=11=
i1=11=11=II=11={4;=ll 1=11=11=1=11=u=11=11=11=" --D=11=11=11=11=11=11=11=11=11=11=11471- =1 11=11=11=11=11= 1=11=11=11=11=11=11=11=11
u=ll=n=11=11=11=11=11=11=11 I I=II 11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11:11=11=11=11:11=11..11...11-11=11=11 11-11=11=11-11=II=11=
_ _ �• i- II 11=i1=u-11=u=u=ii=11-n=u li I n=fi=h-11=u=u=h=ll=li=ii-h=11=i1=n=11il=u=n=l-dlr=uu=u=u=ii=u=u=u=ii=u=u=a=u=u.
n=11=11=II�L. J=11=11=11=II-11=11=11=11=1'-11=11=11=KII=11=11=11=11=11=11=11=11=II-11=IIFI1=11=11=11=11=11=111=111=1I=11=11=11=11=11=11=11=11=. - _
n=IF1���11=1=1=1�A- 1=11=11=1I=1 '-n=11=Ir=11=11=11=I1=lull=11=.11=I1=11=11=1111=1f=1I=11=n=11=1I=11=11=n=11=11=1 11=111 =11=11=11=11= 1=8= - _ II^II II 11-,
-n=11=11-1['Tf 11=ITPI=II-I1=11=n=11,.J=R=11=11=n=II=ll-11=Ir=Ir=TI-n=II==11=TI=11=11=11=n=n=11-11=11=n=11=u=11=11=11=11=1(=11 I-II=11=11=11- 11-6-T T1=0=11
- n=lT=lr=n=n—n—n
- -=u=11II'=11=11=II=n�=11-n -T 1-t=�=8= =1= Kn- I-II-n-11-n-n-lf-Tr-n=1f=u=n-nen=u=n-n-lhu-a^n-n-IY-n: n n -nn n n -n n-1-nIKn=1�?n=n=Tl=n=n=il-If �1-,lj;
FINISHED FLOOR ELEVATION AT FROM OF GARAGE= 8184.00 24
•
29 GA. METAL ROOFING
ICE & WATER SHIELD
FINISHED FLOOR ELEVATION AT
BACK OF GARAGE= 8184.33
EXTERIOR FINISHED GRADE
ELEVATION = 8183.83
i
9'
Side View
(facing North)
`•ALE: 1" = 5'
71,
FINISHED FLOOR ELEVATION AT BACK OF GARAGE= 8184.33
8' -lo -
18 -2'
NOM
MIN
4'OO
PRE -PRIMED
.../rMASONITE SIDING
18'-7
"-"- r-u=li AT7r iFae 1=11=11=1K11-11 1=11=11-11-t=11�.k11=II=�•
_-.I=n=r�i=i it�in�in�l iLi�L�ii�Inlgql-il�n=il°i1=i-�11=(nn=n=n=n=u=n-n=n=n=u=u—n=n=n=1i=Y=n=11=n=n=ll=n=n_..
=11=11=11 �I111111=11=11n11n11 II�I.�111n t n11n II �I II �I If=11n11n11nllnl1=111�1i1111111111I�II�I III In1111111="=11="41 �I II I� 11=7ll�lll=ll=ir _ _ -
-11-n-1-n-IR�1=11=11n=11111x41"1I1=1r=B=1111111IIT�III Ill �I11 �I II 1111111111111 III�III LII ILII ILII �I IT�1�I11=411�I II �TIIIIIlllnll 11 ��II¶I1 ll IInII11 �rll �I II"II-1-1
24'
le View
cing South)
`1LE: 1" = 5'
SHEET NO.
3
ROBERT & STACEY ADAMS
925 FOREST SERVICE ROAD
GLENWOOD SPRINGS, CO 81601
GAMBA & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
970/945-2550 WWW.GAMBAENGINEERING.COM
113 NINTH ST., STE. 214 P.O. SOX 145S GLENWOOD SPRINGS, CO 111802
W
CD
g
az
(D
in
O
SCALE: AS NOR D I I DATE: Aogosl 1, 2012 I I DRAWN BY: BK I
SHEET: 3 o13 PROJECT: 012804 CHKD BY: MIG
DRAWING: Proposed earops Elevations 20I20801.drg
DIRECTORY: I:IBYWR12pq
ma.
'
w
WJ
LLB
tit
o
d.
0og
0.
REV DATE MADE CHKD APPD
NO. REVISION
BY BY BY
4'-0"
25'-6"
17'-6"
8'-9"
8'-9"
'-O"
0
0
1
N
0
in
dmImi
8'-6"
I
g
I I
8'-6"
1
O
•t -
S4.0 S4.0
1.,„41
t I - t
* 1 j I
I I I
2 JJ
0
-8' -6"
0
EXISTING PORCH
I � I
LtJ
O
DECK FOUNDATION PLAN
SCALE = 1/4" = 1'-0"
SEvnRarE PEKAA16/- REQ'0
25'-6"
(-0"
S
0
2 X 10
'4
11-6"
1
4'-O"
S4.0
- 2 X 10s -
A35 CLIP
2 X 10
D(i
2 X 10774.1Z>—
z N
Y _ I
0
U W
0
co x TOP OF NEW
N (Nix
� DECK 98'-3" 1�
3
S4.0
2 X 10
NO SPLICE TUB BEAMAOPTIONAL AT HOT
TUB BEAMS
2 X 10 2 X 10
0
10
2 X 10
X 10
2 X 10
NEW 6 X 14 OR 8 X 12 HIGH
TOP OF EXISTING
DECK 100'-0"
REMOVE EXISTING
COLUMN AND BEAM
INSTALL NEW BEAM
DECK PLAN
SCALE = 1/4" = 1'-0"
5E- PA RnTC-
P&p'7 Rce1. •
LEGEND:
6 x 6 COLUMN
10"0 SONO TUBE
W/ (4) #4 DOWELS
30" x 30" x 12" THK.
PAD FTG. W/ (4) #4
EA. WAY
2 x 8 DECK JOIST
EACH SIDE OF 4 x 4
GUARDRAIL POST W/
(2) 1/2"0 CARRIAGE
BOLT
THREE 7" STEPS
FROM EXISTING DECK
TO TOP OF NEW DECKING
2 X 6 X -BRACING
AROUND PERIMETER
SEE DETAIL 1/54.0
TYP
6.25' X 7.25'
4100# FULL
HOT TUB
VERIFY
EDGE OF EXISTING
DECK
EXISTING COLUMN
PROVIDE ADD'L
PACK OUT AT BASE
AND EXISTING FOUNDATION
0
It
N
r
32'-O"
8'-O"
FIELD VERIFY
STEP FOOTING
FOR 42" FROST
DEPTH
N
d
SIM
r
18"
L
8"I
I
S1.0
L
1 �
L � 7
4" THICK SLAB ON GRADE W/
#4 0 18" o.c. EACH WAY
OR FIBER MESH OVER 4" GRANULAR
MATERIAL. SLOPE TO DRAIN
1
i
LT_
1
J
N
H
1'-6" 9'-0"
4'-0"
VERIFY GARAGE DOOR OPENING
16'-O"
GARAGE FOUNDATION PLAN
SCALE = 1/4" = 1'-0" Ap
J
-
24"
STEP FOOTING
FOR 42" FROST DEPTH
ogevt )io/e 501 )-5 2epor+
Reguireol Fooiivl J
114,12echoy1. Zoo° ri5
----- -,
PRE-ENGINEERED RF TRUSSES
HAVE ENGINEERING FOR INSPECTOR
AT TIME OF FRAME INSPECTION
Teti- @ 70"v /4 /8 /
GARAGE ROOF PLAN
SCALE = 1/4' = 1'-0"
LEGEND:
STEP WALL
STEP FOUNDATION
// STEP
NOTE:
1. THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS, ELEVATIONS, AND
SITE CONDITIONS BEFORE STARTING
WORK AND NOTIFY THE ARCHITECT
AND ENGINEER IMMEDIATELY
OF ANY DISCREPANCIES.
DO NOT SCALE DRAWINGS.
2. IF FOOTINGS ARE NOT BEARING
ON UNDISTURBED NATURAL SOIL,
BEARING CAPACITY SHALL BE
VERIFIED BY SOILS ENGINEER WITH
A COMPACTION TEST.
FILE 1200-20\120020FDNS1.1 SCALE= 48
oddo
engineering
713 COOPER AVE
SUITE 200
GLENWOOD SPRINGS, CO 81601
970-945-1008
970-945-2966 FAX
ENGINEER R.A.O.
DRAWN BY A.D.O.
ADAMS DECK & GARAGE
GARFIELD COUNTY, COLORADO
DATE
CONSTRUCTION 5-20-12
CONSTRUCTION 8-1-12
DECK PLAN &
GARAGE
FOUNDATION /
ROOF PLAN
SCA 1/41 - r -c"
Si.!
w
C
0
6:12 PITCH
6:12 PITCH
12"
PRE-ENGINEERED TRUSS
i1 2"
1 (3) 2 x 10
0 24" o.c.
(3) 11 7/8" ML
Z I
I
F
GARAGE ROOF PLAN
SCALE = 1/4' = 1'-0"
LEGEND:
STEP WALL
STEP FOUNDATION
// STEP
NOTE:
1. THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS, ELEVATIONS, AND
SITE CONDITIONS BEFORE STARTING
WORK AND NOTIFY THE ARCHITECT
AND ENGINEER IMMEDIATELY
OF ANY DISCREPANCIES.
DO NOT SCALE DRAWINGS.
2. IF FOOTINGS ARE NOT BEARING
ON UNDISTURBED NATURAL SOIL,
BEARING CAPACITY SHALL BE
VERIFIED BY SOILS ENGINEER WITH
A COMPACTION TEST.
FILE 1200-20\120020FDNS1.1 SCALE= 48
oddo
engineering
713 COOPER AVE
SUITE 200
GLENWOOD SPRINGS, CO 81601
970-945-1008
970-945-2966 FAX
ENGINEER R.A.O.
DRAWN BY A.D.O.
ADAMS DECK & GARAGE
GARFIELD COUNTY, COLORADO
DATE
CONSTRUCTION 5-20-12
CONSTRUCTION 8-1-12
DECK PLAN &
GARAGE
FOUNDATION /
ROOF PLAN
SCA 1/41 - r -c"
Si.!
EXISTING PORCH
EXISTING END i
2 x DECK W/
DECK SCREWS
® 6" 0.c.
2 X 8
(2) 3/4"o M.B.
2 X 10 EACH SIDE
6 X 6 POST
SIMPSON ABE—POST
BASE
10"o SONO TUBE
W/ (4) #s VERT.
& (2) #3 TIES TOP
SEE PLAN
-J
U
M
BEARING ON\
UNDISTURBED
NATURAL SOIL
MIN. FROST DEPTH
2 x DECK w/
DECK SCREWS
® 6" 0.c.
TOP 6 X 6
2 x 10 SPLICE
2 x 8
® 16"
ADD'L DECK
JOIST AT 4X4
WI (2) 1/2"0
CARRIAGE BOLTS
2 X 10 EACH SIDE
OF 6 X 6 POST
M
•
(3) SIMPSON SDS25312
EACH SIDE
(2) 3/4"0 M.B.
2 x 6 x 9" LONG
EACH SIDE
TYPICAL SPLICE DETAIL
SEPEP-TE PERMIT REc!pa
12
8
13
FILE 1200-20/120020NOS1.0 SCALE= 16
oddo
engineering
713 COOPER AVE
SUITE 200
GLENWOOD SPRINGS, CO 81601
970-945-1006
970-945-2966 FAX
ENGINEER R.A.O.
DRAWN BY A.D.O.
JOB: 1200-20
ADAMS DECK & GARAGE
0
0
�O
V
�O
V
64.4
czc
ono,:
.4 t lot
O • .•P••OD:.
. / .
C.
"
p "0
V *CC
•
e
C+ pa
e 40
DATE:
CONSTRUCTION 5-20-12
CONSTRUCTION 8-1-12
DETAILS
SCALE: 3/4' = Y-0'
54.0