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BUILDING
ENVELOPE
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I LOT -25
987,149. SF+/—
1 4.296 AC+/— l
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PROPERTY
LINE
LEGEND
PROPOSED BUILDING
PROPOSED DRIVEWAY
EXISTING BOUNDARY LINE
PROPOSED EASEMENT
PROPOSED BUILDING ENVELOPE
EXISTING WETLANDS
6300 5' EXISTING CONTOUR
1' EXISTING CONTOUR
5' PROPOSED CONTOUR
1' PROPOSED CONTOUR
So SILT FENCE LOCATION
EROSION LOG LOCATION
—<— FLOWLINES
LOTDES
224, 868. SF+/ -
5.162 AC+/—
NOTES:
1. NORTH AMERICAN GREEN S150 EROSION CONTROL BLANKET (OR EQUIVALENT)
IS TO BE PLACED ON ALL SLOPES GREATER THAN 3; 1
2. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS
AT ALL TIMES.
3. CHANGES TO THE GRADING PLAN AND DRAINAGE SHALL BE VERIFIED
THROUGH THE ENGINEER OF RECORD PRIOR TO BEING COMPLETED IN THE FIELD.
4, A 10:1 SLOPE AWAY FROM THE STRUCTURE WILL BE MAINTAINED AT ALL TIMES.
5. EROSION CONTROL SHALL BE INSTALLED PRIOR TO EXCAVATION.
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30
60
120
( IN FEET )
1 Inch = 30 ft.
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GRADING AND DRAINAGE PLANS
PROJECT NO.
2050000
GR 1
Ad joining 2391-32
29
28
Ad joining 2391
1R -ME
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2
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LOT. 43
1Q5.372. SF+/ -
6.566 AC+/ -
043
LOT 41
153,669. SF+/ -
3.527 AC+/ -
LOT 42
59.719. 5F+/--
3.666 AC+/ -
C4)
LOT 39
162,359. SF+/
4.186 AC+/ -
LOT 40
134.825. SFt, -
3.095 AC+/ -
R -M.
1R-MF8
LOT 38
180.901. SF.
4.152 AC+/
LOT 37
1 2,362. SF+/
.188 Ac+/f
LOT 35
6,123. SF+/
4.069 ACV
LOT 36
85,423. SF+/ -
4.256 AC+/'
038
RISE 'ANC
036
14
SUBDIVISIIN
LOT 34
346.980. SF+/ -
7.965 AC+/ -
1 R-MF8
LOT 33
405.922. SFt/-
9.318 ACt/-
03 )
LOT 32
389,551. SE+/ -
8942 AC+/ -
LOT 12
.430. SF
256 AC+
LOT 31
151,229. SF+/ -
3.471 AC+/ -
(03)
LOT 30
107,638. SF+/ -
2.471 AC+/ -
LOT 13
15,794. SF
4.265 AC+
1R -MF
1R -MF
LOT 20
133,037. SFt/-
3.054 ACV -
O DAKOTA COURT BLOCK
LOT 24
188,947. SF+/ -
4.291 AC+/ -
DAKOTA SUBDIVISION
OPEN SPACE
7.361 Ac.
TAX EXEMPT
RE1 SCHOOL D/STR/CT
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2465-041-00-004
N88'59E
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Section 33
TRACT B
.74 Ac.
5. E. COR. SEC. 33
T. 8 S. -R. 87 W.
2391-33
T. 7 S. -R. 87 W. SEC. 33
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GABLE END: 2x6 STUDS TO BOT..
• .- CF LOOKOUTS IV/ 7/161 093
, SHEATHNG. CCECIRACTOR OPTION:
bszttiajoins VOTED TOP *ORD GABLE TRUSS.
0 16e 0.Cm
-
TYPICAL OVER. HANG/EAW
2x6 LOOKOUTS
0 16' O.C.
— • •
GASLE END: 2x6 SRI TO BOT
OF UtIGKOUTS 111/ 7/16'' OSB •-•• . . -
SHEATHING...CONTRACTOR OPTION:.
DROPPED top MORD GABLE TI'S
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GABLE END: 2x6 STUDS TO BOT.
OF LOOKOUTS w/ 7/16' CSB
SHEATHING. CONTRACTOR OPTION:
DROPPED TOP CHORD GABLE TRUSS.
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(16'0-C.
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T1MBEIR *RISS
GABLE ENIX 2.4 STUDS TO BOT.
OF LOCI=is WI 7/16' OSB
SHEATHING. CONTRACTOR CPPON:
DROPPEDTOP CHORD GABLE TRUSS.
4 8
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carom TRuss aqua
DF/HF/SP No. 2 0.B. 6x16 OR R.S. RIDGE;
DF/HF/92 NO. 1 OB. 6x14 DF/HF/SP No. 2 OS. 6x10 CP 6x12
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4.
MARIN; NOTE
HDRr 3-2x8 OR 2-7110 HEADER UNO
1i in 1 3/4 xli ve 1.9E MICROL.AM LW BEAM U.N.O.
GIP 24F7V8-12EGUJ LA! BEAM
R.S.-COU1111::t ollIGIR; Pei RIFt CR SOU1HRN PINE, 6x6
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1/2-0 x 10 0.24'
2-g CONT. Tao & WT.
HOR1Z. 0 24.
#4X 31-0" 0.0
31
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IA' ET. JOINT MAIL
CONC. SAD ON GRADE
GENERALNOTESH
DESIGN BASED ON 2003 IRC AND GARFIELD COUNTY, CO
I. LIVE LOADS USED IN DESIGN
I. ROOF (SNOW) 40 PSF
a FLOORS ' 40 PSF
3. ELEVATION TBD FT.
. "
AT DOORS, POUR SLAB
OVER S1D1 WALL
y
SECTION -11_
SCALE 5/4 = - • -
11-4'
41. CONC. SLAB ON GRADE
#41 1 0 3-0.
11-0
CONC. FTC. W/
2-#4. BOT.
SECTION 2
SCALE 3/4 f. 1-0
CONCRETE SUB
. CH GRADE -N.,
OR Yo000 COUJIIN, •
. -
SEE SOILS REPORT FOR FOU\DATION REPERATION
SPREAD FOOTING, SEE PLAN
FCR SZE AND RONF.
SECTION -3
DEAD LOADS USED IN DESIGN
5. ROOF" 15 PSF
6. FLOORS • 10 PSF
7. WALLS 2x6 + L.S. 10
8' CONC. 100
PSF
PSF
• 4. WIND 90 MPH EXPOSURE 'C' _
.
. .
2. CONCRETE - - .. .. . . ..
_
.. • '
I. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND TYPE I PORTLAND CEMENT AND SHALL DEVELOP
3000 PSI MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS. AIR ENTRAINMENT SHALL BE _
4 I/2X PLUS OR MINUS 1-1/29: '
•
2. FOOTINGS, SLABS AND WALLS ETC., SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN
CONCRETE WORK MUST BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS
OTHERWISE SHOWN ALL 'CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY THE ARCHITECT.
3. REINFORCEMENT
I. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS (ASTM DESIGNATION A615, GRADE 60)
WITH 60,000 PSI MINIMUM YIELD POINT ..
2. WELDED WIRE FABRIC SHALL CONFORM 'TO ASTM A185-85, AND SHALL BE LAPPED ONE FULL MESH AT SIDE
AND END SPLICES AND SHALL BE WIRED TOGETHER.
•
4. REINFORCEMENT PROTEETIONi
1. CONCRETE POURED AGAINST EARTH ..''''
.- , 3'
2. CONCRETE POURED IN FORMS BUT EXP '''' TO WEATHER OR EARTH,
A, IF BARS ARE LARGER THAN #5
B. IF BARS ARE 4t5 OR SMALLER
3. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS
4, PLACE TWO 1*5 (1 EACH FACE WITH 2'-O PROJECTION AROUND ALL OPENINGS IN CONCRETE. WHERE
OPENINGS ARE RECTANGULAR, ALSO PROVIDE ONE 1*4 X 4'-0 DIAGONALLY AT EACH CORNER,
G. STRUCTURAL STEEL - - •
1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A36 EXCEPT PIPE COLUMNS 'WHICH SHALL
CONFORM TO ASTM 453 (GRADE 13).LATEST EDITION
2. STRUCTURAL. STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH LATEST PROVISIONS OF AISC
MANUAL CIF STEEL CONSTRUCTION. = ' ' , .-
3. UNLESS OTHERWISE NOTED, USE -STANDARD FRAMED BEAM SHEAR CONNECTIONS WITH 3/4'� BOLTS (OR WELDED
EQUIVALENT), SELECT CONNECTIONS AT EACH END TO SUPPORT 60 Z THE TOTAL UNIFORM LOAD CAPACITY FOR
EACH GIVEN BEAM AND SPAN. -
6. WOOD
1. ALL FRAMING LUMBER SHALL BE HEM FIR, NO. ,2 OR BETTER GRADE -
= 1050 PSI MINIMUM). • •
2 MANUFACTURED WOOD PRODUCTS, FLOOR JOISTS, ROOF JOISTS, LEDGERS, BEAMS, ETC., SHALL BE OF THE
TYPE AND SIZE SHOWN ON THE DRAWINGS. • MANUFACTURER SHALL BE AN APPROVED, EXPERIENCED PROVIDER OF
MANUFACTURED WOOD PRODUCTS WITH ALL MEMBERS DETAILED AND FABRICATED IN ACCORDANCE WITH STANDARD
SPECIFICATION PER AITC AND PRODUCER'S ASSOCIATION.
3 LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE NOMINAL
7. FOUNDATIONS
1. ALL FOOTINGS ARE TO BE 0LACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY RECOMPAC TED BACKFILL.
2. SOIL HEARING PRESSURE 4000 PSF, SEE ALSO SOILS REPORT AND FOUNDATION PLAN/DETAILS FOR SOIL CONDITIONS
-
B. GENERAL .
•
1. ALL DIMENSIONS ON ARCHITECTURAL AND STRUCTURAL DRAWINGS ARE TO BE CHECKED AGAINST MANUFACTURER'S
SHOP DRAWINGS. ,
2. ENGINEER'S APPROVAL MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
3. WATERPROOFING, VAPOR BARRIERS, WATERSTOP AND PERIMETER DRAINS SHALL BE AS INDICATED IN THE
. SPECIFICATIONS OR MECHANICAL DRAWINGS.
Load from above
4.1
L. frit
2x4 mi un
squash blocks
Use 2x4 minimum squash blocks
' to transfer food from above to
bearing plate below
3fjp411"-
SCIDAS1 &Oa( DETAIL
• • •
WEB STIFFENER ATTACHMENT
ZIR maximum
Threei8d (2,311') box not. . -
c
(Three 16d (334') box nails at 3
)6' NT' joist flange widths)
Web stiffener each side.
Sez sizes below.
39=
Tight fit
W
WEB STIFFENER SSE
04"
Sc x 29fat minimum
1%'
% x 2546' minimum
231.-
1' x 2316' minimum '
33i°
2x4
NOTES, FOUNDATION DETAILS
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GAS F.P., SEE
OICAIANUF.
SPECS.
GARAGE
FIAT CEILING
- , •
C sir TYPE 'X' DIN
11 THRU-OUT CEILING
m
Gr:S MED
MEC1.11. UNITS ON
AN le TALI, ONE- PROVIDE CEIUNG
HOUR RATED PLATFORM 1.1r ounEr FoR OH
DOOR OPENER
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GARAGE.. 672 SF
;_ LIAR4 P..00it 1650 SF FlNISHED
UPPER FLOOFt 486 SF FINISHED
APARTM'aIT: 672 SF F1R191ED
TOTP:.: 2808 SF FINIS149)
..4c-3060-2
•
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-(s)--= DBIGNATES UCkfT FIXTURE.
g; DESIGNATES ELECTRICAL'REOEPT1CAL
(1) • WINDOW/DOOR DaIGNATION, SEE SCHEDULE B.O.
• = DESIGNATES WOKE DETECTOR
n DESIGUAM PHONE JACK
167 DESIGNATES TELEVISION ANTENNA CONNEC11,1_
No, 7_661WIS CLUNG VENT %1H FAN
= DESIGNATES 65* SOFFIT MOIJNt C RECESSED DOWNLT. CAN
42
ELECTRICAL mkt CHANGE PM OMER CN SITE. All
CHANGES VUST BE IN CCUPLIANCE 114114 CODE. -
MAIN. 'FLOOR:. PLAN'
SCALE .1/e = 1Hoi
NO1E: DO OT'-NALt DRAIINGS. DieLSICWSDED.
SEE SHEET 3 FOR %%DOW SOIEDULE n -
ALL FRAMING LUMBER IN CONTACT ME CONCRETE TO BE PRE-TREATED
'FLOAT' Ali. LOWER LEVEL NON-BEAMNG PAR1MONS-
2-at fa -as TYP. IN NON—LOAD BEARING CONDITICNS U.N.O.
•
•
SHEET NO.
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14'-0'
• (D5-4860•
41-
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11,
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DARK BROWN ARCH'L SHIRO.ES
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058 SHEATHING PER SiRUCT'L
2x6 BLOCKING BETWEEN TRUSSES
GUTTERS k DOWNSPOUTS
AS REQUIRED C
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CN 058 ROOF SHEATHING
CEDAR 1 xB FASCIA
CEDAR SOFFIT -
1x2 CEDAR SOFFIT TRW.-
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PRE-ENQNEERED
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