HomeMy WebLinkAboutPlansNotes
1) LOT DIMENSIONS SHOWN HEREON ARE BASED ON THE SECOND AMENDED
PLAT OF LOTS 1, 2 AND 3, MIDLAND GRADE SUBDIVISION, RECORDED AS
RECEPTION NO. 396831 IN ,THE GARFIELD COUNTY RECORDS, AND A
PROPOSED BOUNDARY LINE, ADJUSTMENT DEPICTED HEREON.
2) THE PROPERTY SHOWN HEREON 15 SUBJECT TO ALL EASEMENTS, RIGHTS -
OF -WAYS, BUILDING SETBACKS OR OTHER RESTRICTIONS OF RECORD, AND/OR
AS NOTED ON A TITLE INSURANCE COMMITMENT REFERENCED HEREON, AS
SUCH ITEMS MAY AFFECT THIS PROPERTY.
3) NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE (3) YEARS
AFTER YOU DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED
UPON ANY DEFECT IN THIS CERTIFICATE BE COMMENCED MORE THAN TEN
(10) YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
4) RIVER CITY SURVEYS WILL NOT BE RESPONSIBLE FOR ANY CHANGES MADE
TO THIS DOCUMENT AFTER IT LEAVES OUR POSSESSION. ANY COPY,
FACSIMILE, ETC., OF THIS DOCUMENT MUST BE COMPARED TO THE ORIGINAL
SIGNED, SEALED AND DATED DOCUMENT TO INSURE THE ACCURACY OF THE
INFORMATION SHOWN ON ANY SUCH COPY, AND TO INSURE THAT NO SUCH
CHANGES HAVE BEEN MADE.
5) BASIS OF BEARINGS; BEARINGS SHOWN HEREON ARE RELATIVE TO A
BEARING OF N.2652'OO.W. BETWEEN THE SOUTHWEST AND NORTHWEST
PROPERTY CORNER MONUMENTS OF LOT 2, BOTH CORNERS BEING MONUMENTED
AS SHOWN HEREON.
6) NO INFORMATION WAS MADE AVAILABLE, NOR WAS ANY RESEARCH
PERFORMED CONCERNING BUILDING SETBACKS. THIS PROPERTY MAY BE
SUBJECT TO SETBACKS OF RECORD, GARFIELD COUNTY SETBACKS, OR OTHER
DOCUMENTED SETBACK AGREEMENTS, ETC
7) SUBSURFACE UTIUTIES, IF ANY, WERE NOT MARKED BY APPROPRIATE
UIIUTY COMPANIES AT THE TIME OF THIS SURVEY AND THEREFORE ARE NOT
SHOWN HEREON, CLIENT/CONTRACTOR MUST CONTACT SPECIFIC UTILITY
COMPANIES To VERIFY BOTH THE LOCATION AND DEPTH OF RESPECTIVE
UPUTIES. ADDITIONAL SURVEYING WORK MAY BE REOUIRED TO SHOW ANY
SUCH SUBSURFACE UTILITY LOCATIONS ON THIS DRAWING. RIVER CITY
SURVEYS VALL NOT BE RESPONSIBLE FOR PROTECTION OF SUBSURFACE
UTIUTIES NOT MARKED ON THE GROUND AT THE TIME OF THIS SURVEY.
AbendedPlat as 3, A1/idlarid Grade Subdivisthn
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Property
Descriptions
PROPERTY DESCRIPTION
PARCEL TO BE COMBINED. WITH LOT 3
A parcel of Idnd being a portion of Lot 2 and Lot 3, Midland Grade
Subdivision, County of Garfield, State of Colorado, as shown on
the Second Afnended Plot of Lots 1, 2 and 3, Midland Grade
Subdivision, County of Garfield, Stote of Colorado, recorded as
Reception No., 396831 of the Garfield County Records; soid parcel
being more particularly described as follows:
Beginning at ke Southeast corner of said Lot 2, also being the
Northeast corner of said Lot 3; thence; thence 5.81'36'54"W,
along the property line common to sold Lot 2 and said Lot 3, o
distance of 217.21 feet; thence N.62'44'141., a distance of
202.31 feet tp the easterly line of said Lot 2; thence
S.29'53.007.. along said eosterly line, a distance of 70.35
feet to the POINT OF BEGINNING. said parcel of land containing
0.163 acres, (7,109 square feet), more or less.
PROPERTY DESCRIPTION
PARCEL TO BE COMBINED WITH LOT 2
A porcel of land being a portion of Lot 2 and Lot 3, Midland Grade
Subdivision, County of Garfield, State of Colorado, os shown on
the Second Amended Plat of Lots 1, 2 and 3, Midland Grade
Subdivision, County of Garfield, State of Colorado, recorded os
Reception No. 396831 of the Garfield County Records; said parcel
being more particularly described as follows:
Beginning at the Southwest corner of soid Lot 2, also being the
Northwest corner of said Lot 3; thence N.8116'541E., along the
property line common to said Lot 2 and said Lot 3, o distance of
119.33 feet; thence S.62'44'14"W., o distance of 112.97 feet to
the westerly line of said Lot 3; thence N.2718'00'W., along the
westerly line of said Lot 3, a distance of 27.29 feet; thence
N.26'52'00'W., along the westerly tine of said Lot 3, o distance
of 11.32 feet to the POINT OF BEGINNING, said parcel of land
containing 0.050 acres, (2,182 square feet), more or less.
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CERTIFICATE OF DEDICATION AND OWNERSHIP
KNOW ALL MEN BY THESE PRESENTS THAT THE UNDERSIGNED BEING
SOLE OWNER(S), MORTGAGEES, OR UEN HOLDERS OF ALL THAT REAL
PROPERTY SITUATED IN THE COUNTY OF GARFIELD, STATE OF COLORADO,
SAID REAL PROPERTY BEING LOTS 2 AND 3 AS SHOWN ON THE SECOND
AMENDED PLAT OF MIDLAND GRADE SUBDIVISION, RECEPTION NO. 396831 OF
THE GARFIELD COUNTY RECORDS.
THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT
AND SURVEYED AS AMENDED PLAT OF LOTS 2 AND 3, MIDLAND GRADE
SUBDIVISON, A SUBWVISION OF A PART OF GARFIELD COUNTY, COLORADO.
THAT SAID OWNER DOES HEREBY GRANT TO THE COUNTY OF GARFIELD. STATE
OF COLORADO, FOR PUBLIC USE THE STREETS SHOWN HEREON INCLUDING
AVENUES, DRIVES, COURTS, PLACES AND ALLEYS, THE PUBLIC LANDS SHOWN
HEREON FOR THEIR INDICATED PUBLIC USE AND THE UTILITY AND DRAINAGE
EASEMENTS SHOWN HEREON FOR UTILITY AND DRAINAGE PURPOSES ONLY; AND
FURTHER STATE THAT THIS SUBDIVISION SHALL BE SUBJECT TO THE
PROTECTIVE COVENANTS FILED AND RECORDED FOR THIS SUBDPASION IN
THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO
AS RECEPTION NO AND SUBJECT TO THE SUBDIVISION
AGREEMENT FILED AND RECORDED FOR THIS SUBDIVISION IN THE OFFICE OF
THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO AS RECEPTION
N0.
EXECUTED THIS DAY OF A D. 2000.
OWNER:
RICHARD MECK
TAME ANN MECI(
STATE OF COLORADO
COUNTY OF GARFIELD
)5S.
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS
DAY OF ALD 2000 BY
MY COMMISSION EXPIRES
WITNESS MY HAND AND SEAL
NOTARY PUBUC
ATTORNEY'S CERTIFICATE
AN ATTORNEY LICENSED TO
PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT
THIS SUBDIVISION 15 IN SUBSTANTIAL COMPLIANCE WITH THE GARFIELD
COUNTY SUBDIVISION REGULATIONS OF 1984 AND THAT ALL DEDICATIONS TO
THE PUBLIC, AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR OF
ANY LIENS, CLAIMS AND ENCUMBRANCES OF RECORD EXCEPT AS FOLLOWS:
By:
DATE:
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND
RECORDER OF GARFIELD COUNTY AT —_ O'CLOCK ____.__M., ON THE
DAY OF A D. 2000, AND IS DULY
RECORDED IN BOOK __ PAGE _ RECEPTION NO.
CLERK. ANO.RECORDER _
BY
DEPUTY
BOARD OF COUNTY COMMISSIONERS CERTIFICATE
THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF
GARFIELD COUNTY, COLORADO THIS_______DAY OF
A.D. 2000, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD
COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS
SHOWN HEREON; SUBJECT TO THE PROVISIONS THAT APPROVAL IN NO WAY
OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTING OF
IMPROVEMENTS ON LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO
THE PUBLIC EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF
COUNTY COMMISSIONERS AND FURTHER THAT SAID APPROVAL SHALL IN NO
WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR
MAINTENANCE OF PUBLIC HIGHWAYS,
BOARD OF COUNTY COMMISSIONERS
OF GARFIELD COUNTY, COLORADO
CHAIRMAN
WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD
ATTEST:
COUNTY CLERK
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE
ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING. PURSUANT TO
C.R.S., 38-51-101, et. seq.
BY.
GARFIELD COUNTY SURVEYOR
DATE:
BERG RESIDENCE ADDITION
193 CR 156
LOTS 2 & 3 MIDLAND GRADE SUBDIVISION
GLENWOOD SPRINGS GARFIELD COUNTY COLORADO
ZONE DISTRICT: RESIDENTIAL SUBURBAN
SETBACKS: FRONT - (ARTERIAL) - 50'
FRONT - (LOCAL) - 25'
SIDE - 10' OR 1/2 BUILDING HEIGHT(WHICHEVER IS GREATER)
REAR - 25'
LOT SIZE: 20,000 SQ, FT., MIN.
NOTE: DRIVEWAY AND EXISTING AND ADDITION FOOTPRINT DRAWN ON SITE
PLAN BY OWNER
APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUILDING DEPARTMENT
Date Wer By
FIELD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
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Berg, Steve
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BLRE-10-D9-1338/
1/2" GYP. BD. - -- BOAD & BATTEN SIDING TO MATCH EXISITING
R-19 INSULATION, MIN. ---
c 1\
9 1/2 " TJI FLOORJOISTS @ 16" 0 C. - -
5/8" TYPE X GYP. BD. -.
4" CONCRETE SLAB ---
OVER
OVER 4" OF 3/4"
SCREENED GRAVEL
R-10 RIGID INS., MIN
2-1/2"A.B.@32"O.C.
FINISHED GRADE
SLOPE PER IRC
SEC. R401.3
#5 @ 16" O.C. HORIZONTAL, MIN.
W/ 2-#5 TOP & BOTTOM
1- #5 VERTICAL @ 16" O.C., MIN.
8" CONCRETE WALL OR EQUIV
FOAM FORM FDN SYSTEM
- FOUNDATION DAMPROOFING
Q10" x 36" CONCRETE FOOTING
W/ 3- #5 CONTINUOUS
INSTALL FOUNDATION DRAIN
PER IRC SEC. R405.1
SECTION - FOUNDATION @ WEST WALL
1/2" = 1'-0"
4" CONCRETE SLAB -
OVER 4" OF 3/4"
SCREENED GRAVEL
L
1
2x6 P.T. OR CRW
#5 @ 16" O.C. HORIZONTAL, MIN.
W/ 2-#5 TOP & BOTTOM
1/2 X 10" ANCHOR BOLT
@ 48" O.C., MIN
8" CONCRETE WALL OR EQUIV .
FOAM FORM FDN SYSTEM
1 #5 VERTICAL @ 16" O.C., MIN.
- R-10 RIGID INS., MIN
FOUNDATION DAMPROOFING
FINISHED GRADE
SLOPE PER IRC
SEC. R401.3
GRAVEL/ROADBASE DRIVE OR
CONCRETE APRON PER OWNER
�10" X 24" CONCRETE FOOTING
W/ 2 - #5 CONTINUOUS--
-- INSTALL FOUNDATION DRAIN
PER IRC SEC. R405.1
FROST PROTECTION
SECTION - FOUNDATION @ GARAGE DOOR WALL
1/2" = 1'-0"
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4" CONCRETE SLAB
OVER 4" OF 3/4"
SCREENED GRAVEL
P.T. OR CRW
1/2 X 10" ANCHOR BOLT
bsilv @ 48" O.C., MIN
FINISHED GRADE SLOPE
PER IRC SEC. R401.3
#5 @ 16" O.C. HORIZONTAL, MIN.
W/ 245 TOP & BOTTOM
-- 8" CONCRETE WALL OR EQUIV .
FOAM FORM FDN SYSTEM
1 #5 VERTICAL @ 16" O.C., MIN.
R-10 RIGID INS., MIN
-- FOUNDATION DAMPROOFING
10" X 24" CONCRETE FOOTING
W/ 2- #5 CONTINUOUS
INSTALL FOUNDATION DRAIN
PER IRC SEC. R405.1
TYPICAL SECTION - FOUNDATION
1/2" = 1'-0"
Foundation Plan
3/1 6" = 1'-0"
10" x 36" CONCRETE
FTG 3 - CONT.
TYP.,, U.N.O.U
EXISTING FDN
_--/- EXISTING CONCRETE PIERS
//- 10" x 24" THICKENED
/ SLAB W/ 2 - #5 CONT.
TYP., U.N.O.
•
4' CONCRETE SLAB
BOX OUT FDN/GAR. ;
WALL FOR
GARAGE DOOR
- NOTES:
- FLOOR DESIGN LOAD - 40 PSF LIVE LOAD
- WIND DESIGN LOAD - 90 MPH EXPOSURE B
- ROOF DESIGN LOAD - 40 PSF LIVE SNOW LOAD, MIN.
- FOUNDATION DESIGN BASED ASSUMED SOILS DESIGN LOAD OF
1500 PSF. FIELD VERIFICATION OF SOILS CONDITIONS
TO BE PROVIDED BY SOILS ENGINEER AFTER EXCAVATION
IF REQUIRED BY BUILDING DEPT. AND SUBMITTED FOR APPROVAL
PRIOR TO POURING FOOTERS
- STRUCTURAL CONCRETE: 3,000 PSI @ 28 DAYS
- CONCRETE SLABS: 4" THICK, MIN., 3,500 PSI @ 28 DAYS
- RETAINING WALLS : 3,500 PSI @ 28 DAYS
- PROVIDE 36" MIN. FROST COVER PROTECTION FOR ALL NEW
FOUNDATIONS
10" x 24" CONCRETE
FTG W/ 2 - #5 CONT.
TYP., U.N.O.
8" CONCRETE WALL OR EQUIV. FOAM
FORM CONCRETE FDN WALL SYSTEM
W/#5 @16" O.C. HOR. & VERT., TYP., U.N.O.
O
O
n
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10" CONCRETE COL. W 1-#5 VERT.,
W/ SIMPSON POST BASE, OVER 10" x 24" x 24"
FOOTING PAD W 3 - #5 EA WAY, TYP. FOR
ALL FLOOR & ROOF BEARING
O
O
12" CONCRETE COL. W 145 VERT.,
W/ SIMPSON POST BASE, TYP. FOR ALL
STAIR ONLY FOUNDATIONS
PRE-ENGINEERED RETAINING WALL
SYSTEM. SELECT SYSTEM W/ OWNER PRIOR
TO INSTALLATION. INSTALL PER MANUFACTURE
SPECIFICATIONS & APPROVED LISTINGS.
THIS RETAINING WALL TO CARRY STRUCTURAL
COLUMNS. CONSTRUCT AS 8" CONCRETE WALL
W/ #5 @ 16" O.C. HOR. & VERT. , W/ 36" FOOTING W 3 -
#5 CONT., UNLESS PRE-ENGINEERED RETAINING WALL
SYSTEM IS DESIGNED TO CARRY BUILDING LOADS.
PRE-ENGINEERED RETAINING WALL
SYSTEM. SELECT SYSTEM W/ OWNER PRIOR
TO INSTALLATION. INSTALL PER MANUFACTURE
SPECIFICATIONS & APPROVED LISTINGS.
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SHEET
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EXISTING
FRAME ROOF
Framing Roof
3/1 6" = 1'-0"
EXISTING FRAME ROOF
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1
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-- --'-
-NOTES:
- ALL HORIZONTAL STRUCTURAL LUMBER
HF OR DFL #2 OR BETTER UNO
- FLOOR DESIGN LOAD - 40 PSF LIVE LOAD
- WIND DESIGN LOAD - 90 MPH EXPOSURE B
- TRUSS/ROOF DESIGN LOAD - 40 PSF LIVE SNOW
LOAD, MIN.
- ENGINEERED TRUSS DRAWINGS TO BE PROVIDED TO
BUILDING DEPARTMENT FOR APPROVAL PRIOR TO
INSTALLATION
- FLOOR JOISTS - TJI's - 9 1/2" SERIES 210 (TYP) UNO
- WALL FRAMING - HF OR DFL STUD GRADE OR BETTER
EXTERIOR -2x6@16"O.C.
INTERIOR -2x4@ 16" O.C.
PLUMBING - 2 x 6 @ 16" O.C. SEE PLAN
- EXTERIOR HEADERS, 3 - 2 x 8, U.N.O.
INTERIOR HEADERS, 2 - 2 X 6, U.N.O.
BEARING FOR HEADERS, U.N.O. - LESS THAN 5' - 1 KING, 1 TRIMMER
5' - 7' - 2 KING, 1 TRIMMER
GREATER THAN 7' - 2 KING, 2 TRIMMER
- ALL BEAMS TO BE SUPPORTED BY EQUIVALENT THICKNESS COLUMNS
FROM BOTTOM OF BEAM TO TOP OF FOUNDATION
- WRAP ALL EXTERIOR GANG BEAMS W/ R.S. CEDAR TRIM
VERIFY HEADROOM CLEARANCE & DESIRED FINISH
W/ OWNER PRIOR TO SELECTING & ORDERING BEAM
OVERFRAMING
2x8@16"O.C. OR
2x10@24"O.C.
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BEAM BELOW TO
I i MATCH FRONT PORCH
�31e55r P. 65ftY
2
COLUMN BELOW TO
MATCH FRONT PORCH
1\\
1 - 2x10 RIDGE
I=
I I I I I I I
TRUSSES TO BEAR ON THIS WALL
W/ EXPOSED 2x8 RAFTER TAILS TO
BEAR ON BEAM @ FRONT OF PORCH.
VERIFY IF POSSIBLE W/ TRUSS
MANUFACTURER. IF NOT POSSIBLE,
STICK FRAME W/ 2x8 @ 24" O.C.
OVER PORCH
VERIFY HEADROOM CLEARANCE W/ OWNER
PRIOR TO SELECTING & ORDERING BEAM
NOTE:
-TRUSS TAILS TO BE EXPOSED TO MATCH EXISTING
OR ADD FASCIA AND SOFFIT TO EXISTING TO MATCH
NEW. VERIFY WI OWNER PRIOR TO PROJECT START.
-ALT. ROOF CONSTRUCTION: 2x10 @ 24" O.C.RAFTERS
AS NECESSARY FOR PORCH ROOF DETAIL. VERIFY
W/ OWNER PRIOR TO ORDERING TRUSSES.
EXISTING SLAB
Framing Lvl Main
3/16" = 1'-0"
EXISTING FLOOR SYSTEM
17.;)
at
a
9 1/2" ML OR TIMBERSTRAND RIM
PER MANUFACTURER SPECS
W/2- 1/2"A.B. @ 32" O.C.
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`1 1 I 4 - 2x12 OR 8x12 R.S.
I 1 / OR W 6x16 STEEL BEAM.
VERIFY W/ OWNER
L+0 PRIOR TO ORDERING TO
I L DETERMINE HEADROOM
3 CLEARANCES & COST
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DECKING TO BE TREX TYPE Oi
EQUIV. TO MATCH EXISTING
NOTE: ALL COLUMNS BEARING ON EXISTING WALLS SHALL
HAVE COLUMNS ADDED TO THE EX. WALLS TO CARRY THE
LOADS TO THE EX. FOUNDATION. COLUMNS ADDED SHALL
MATCH WIDTH OF NEW BEAM, MIN.. FIELD VERIFY FOUNDATION
CAPACITY AND REINFORCE AS NECESSARY.
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Framing Plans
SHEET
S2
GENERAL
DESIGN LIVE LOADS
RESIDENTIAL
SNOW
DECKS
WIND(BASIC)
40 PSF LIVE LOAD 15 PSF DEAD LOAD
40 PSF LIVE LOAD 15 PSF DEAD LOAD
60 PSF LIVE LOAD 15 PSF DEAD LOAD
100&75 MPH, EXPOSURE B
DESIGN IS BASED ON 2003 IRC
1. ALL DIMENSIONS AND DETAILS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED
AGAINST THE ARCHITECTURAL DRAWINGS AND ANY DISCREPANCIES BROUGHT TO
THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION OR FABRICATION.
2. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER FOR DISCREPANCIES
OR MISSING DIMENSIONS.
3. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE
MECHANICAL AND ELECTRICAL CONTRACTORS. NOTIFY ENGINEER IF ANY OPENINGS
ARE TO BE CUT IN THE STRUCTURAL SYSTEMS.
4. WHERE REQUIRED CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED ON THESE
PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE ENGINEER SHALL
PROVIDE SUFFICIENT DETAILS FOR THE WORK TO PROCEED.
5. SPECIAL INSPECTIONS IN ACCORDANCE WITH 2003 IRC MAY BE REQUIRED FOR
RETAINING WALLS AND STEEL FRAMING
FOUNDATION
1. CONTRACTOR SHALL PROVIDE ALL NECESSARY SHEETING, SHORING, AND BRACING
WHERE REQUIRED TO PROPERLY AND SAFELY COMPLETE THE WORK.
2. AVOID EXCESSIVE WETTING OR DRYING OF THE FOUNDATION EXCAVATION DURING
CONSTRUCTION. KEEP EXCAVATIONS REASONABLY FREE OF WATER AT ALL TIMES
AND COMPLETELY FREE OF WATER DURING PLACEMENT OF THE CONCRETE.
3. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED OR ADEQUATELY COMPACTED
STRUCTURAL FILL AND BE PLACED BELOW THE FROST DEPTH REQUIRED BY THE
APPLICABLE BUILDING AUTHORITY. ANY DESCREPANCY WITH THE FOOTING
ELEVATIONS SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER.
4. BUILDING TO BE FOUNDED ON CONTINUOUS SPREAD FOOTINGS DESIGNED FOR A
MAXIMUM SOIL BEARING PRESSURE OF 3000 PSF IN ACCORDANCE WITH THE SOILS
AND FOUNDATION INVESTIGATION BY CTL/THOMPSON JOB NO. GS -2831 DATED
SEPTEMBER 16, 1999. PROVIDED BY THE OWNER. ALL RECOMMENDATIONS IN THE
INVESTIGATION SHOULD BE FOLLOWED.
5. ALL FOOTING BOTTOMS AND DECK PIER BOTTOMS TO BE 36" BELOW FINISH GRADE.
6. ALL FOOTINGS TO BE 10" THICK UNLESS NOTED OTHERWISE.
7. BACKFILL ON WALLS WITH FILL ON BOTH SIDES SHALL BE COMPACTED IN EQUAL
LIFTS EACH SIDE OF THE WALL. WALLS BACK-FILLED ON ONE SIDE ONLY SHALL
HAVE ALL SUPPORTING SLABS, PERMANENT FRAMING OR TEMPORARY BRACING IN
PLACE PRIOR TO THE PLACEMENT OF BACKFILL.
C. CONCRETE
CONCRETE REQUIREMENTS
1. ALL CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28
DAYS.
2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE 2003 IRC.
3. PROVIDE TYPE 2 CEMENT THROUGHOUT WITH 4-6 PERCENT AIR ENTRAINMENT.
4. MECHANICALLY VIBRATE CONCRETE.
5. ADDITION OF WATER TO THE BATCH MATERIAL FOR INSUFFICIENT SLUMP IS NOT
PERMITTED.
6. DO NOT PLACE PIPES , DUCTS, OR CHASES IN THE STRUCTURAL CONCRETE
WITHOUT THE APPROVAL OF THE ENGINEER.
7. NO ADMIXTURES SHALL BE USED WITHOUT THE APPROVAL OF THE ENGINEER.
8. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM.
CONCRETE REINFORCEMENTS
1. REINFORCEMENT BARS TO BE GRADE 60 OR BETTER.
2. NO SPLICES OF REINFORCEMENT SHALL BE MADE AND NO WELDING OF
REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE
STRUCTURAL ENGINEER.
3. LAP SPLICES, WHERE PERMITTED SHALL BE A MINIMUM OF 36 BAR DIAMETERS.
4. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS.
5. PROVIDE (2) #5 BARS WITH A MINIMUM OF 2'-O" PROJECTION BEYOND THE SIDES
OF ALL OPENINGS IN WALLS, BEAMS, AND SLABS. PROVIDE ALL ACCESSORIES
NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS.
8" CONC. OR EQUIV. FOAM
FORM SYSTEM. #5 0 18." Vert
O CTR, #5 ® 18" Horiz
8" CONC. OR EQUIV. FOAM
FORM SYSTEM. #5 0 18."
Vert 0 Edge, 15 0 18" Horiz
8" CONC. OR EQUIV. FOAM
FORM SYSTEM. #5 0 9." Vert
O Edge, #5 0 18" Horiz
4" CONC. SLAB
• SEE PLAN
#5 @ 18" TRANSVERSE,
5- #4 AS SHOWN
•
a
a
CTR
a
CHANGE IN REINF SPEC
MAXIMUM EXTERIOR G
0
CHANGE IN REINF SPEC\
1
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8" CONC. OR EQUIV. FOAM
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0 CTR, #5 0 18" Horiz
8" CONC. OR EQUIV. FOAM
FORM SYSTEM. #5 0 9." Vert
0 Edge, #5 0 18" Horiz
4" CONC. SLAB
SEE PLAN
a
MAXIMUM EXTERIOR GRADE
CTR
•
CHANGE IN REINF SPEC
a
n
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a
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SEE PLAN
a
10" X 24" CONCRETE FOOTING
W/ 2 - 15 CONTINUOUS
•
•
Ct
N
O
•
2'-0"
FINISHED GRADE
SLOPE PER IRC
SEC. R401.3
PLAN NOTES
2.
3.
4.
5.
6.
7.
8.
9.
INDICATES TOP OF WALL
INDICATES BOTTOM OF CONCRETE FOOTING ELEVATION.
INDICA TES FOOTING STEP
N INDICATES TOP OF CONCRETE WALL STEP.
AO INDICATES FOOTING PAD. SEE FOOTING KEY.
T.O.L. INDICATES TOP OF LEDGE
4" PVC FOUNDATION DRAIN IN GRAVEL.
LOAD FROM ABOVE PICKED UP BY FRAMING OR FOUNDATION
O INDICATES COLUMN BELOW CARRYING LOAD FROM ABOVE. COLUMN
SIZED AT LOWEST POINT REMAINS THAT SIZE FOR EACH LEVEL
UNLESS NOTED OTHER WISE.
10. ❑ INDICATES COLUMN BELOW. TYP. (3) 2 X 'S
11.
INDICATES STEP IN SURFACE PLANE.
12. 0" INDICATES BUILDING ELEVATION.
13.
15. AXBGL
16. (TOB X' -X")
17. T.O.P.
OW -0 ')
18. E
19.
20. D_�1
21. I_ J
INDICATES OVER FRAMING.
INDICATES GLUE -LAM BEAM.
INDICATES TOP OF BEAM ELEVATION, BOB = BOTTOM OF BEAM
INDICA TES TOP OF PLATE ELEVATION.
INDICATES JOIST/RAFTER HANGER (USD DENOTES UPSIDE DOWN).
INDICATES JOIST/RAFTER BEARING.
INDICATES LOAD BEARING WOOD STUD WALL ABOVE
INDICATES LOAD BEARING WOOD STUD WALL BELOW
22. SHEAR INDICATES SHEATH EXTERIOR OF ALL EXTERIOR WALLS
(XX'- XX") WITH SHEATHING AS NOTED.
3 3.1
TOW 108'+1 1/8"
VERIFY
SEE ARCHITECTURALS
l'OR DIMENSIONS
S1
rT
1
SI
BOF 89'-5"
r
7-1
0
.1
BOX OUT FOR WINDOW OPENINGS PER ARCHITECT
TURALS
5'-O"
/ EXISTING FON
4-
EXISTING CONCRETE PIERS
I
O
N
10" x 24" THICKENED SLAB
W/ 2 - #5 CONT. TYP., U.N.O.
4' CONCRETE SLAB
tFINISHED SLAB
91'-0" VERIFY
BOX OUT GAR. WALL FOR
GARAGE DOOR.
RO PER CONTRACTOR,
TOW 99'-0"
VERIFY
SEE ARCHITECTURALS
FOR DIMENSIONS
STOW 108'-1 1/8"
VERIFY
BOF 89'-5"
TOW 99'-0"
VERIFY
10" CONCRETE COL. W 1-#5 VERT.,
W/ SIMPSON POST BASE, OVER 10" x 24" x 24"
FOOTING PAD W 3 - #5 EA WAY, TYP. FOR
ALL FLOOR & ROOF BEARING
L -J
12" CONCRETE COL. W 1-#5 VERT.,
W/ SIMPSON POST BASE, TYP. FOR ALL
BOF 89'-5" STAIR ONLY FOUNDATIONS
0 C)
TOW 95'-0"
ERIFY.
0
�rllrrwi 1 lll�lll�r f
PRE-ENGINEERED RETAINING WALL SYSTEM.
SELECT SYSTEM W/ OWNER PRIOR
TO INSTALLATION. INSTALL PER MANUFACTURER
SPECIFICATIONS & APPROVED LISTINGS.
rip FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
41
PRE-ENGINEERED RETAINING WALL
SYSTEM. SELECT SYSTEM W/ OWNER PRIOR
TO INSTALLATION. INSTALL PER MANUFACTURER
SPECIFICATIONS & APPROVED LISTINGS.
SEE ARCHITECTURALS
FOR DIMENSIONS
M
N
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� O
O"'
ucT
.-ate
<x
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rO
1=Gc7N
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2
DRAWN BY
DP
BERG RESIDENCE
193 CR 156
GLENWOOD SPRINGS, CO
GARFIELD COUNTY
DATE
11/13/09
REVISIONS
xx
RECEIVED
NOV 1 3 2009
GARFIELD COUNTY
BUILDING & PLANNING
SCALE
AS SHOWN 9
DRAWING
GENERAL
NOTES
and
FOUNDATION
PLAN
SHEET
Si
3D View New - Interior
fiefs
Residence
Addition
193 CR 156
LOTS 2 & 3 MIDLAND GRADE SUBDIVISION
GLENWOOD SPRINGS GARFIELD COUNTY COLORADO
TELEPHONE: STEVE BERG - 217-525-1917 (DAYTIME)
217-899-3883 (CELLULAR)
ZONE DISTRICT: RESIDENTIAL SUBURBAN
SETBACKS: FRONT - (ARTERIAL) - 50'
FRONT - (LOCAL) - 25'
SIDE - 10' OR 1/2 BUILDING HEIGHT(WHICHEVER IS GREATER)
REAR - 25'
LOT SIZE: 20,000 SQ. FT., MIN.
SIC. �... M.O...1
MEM MO M.MSO1. ..
..M ISMNM Mir -
3D View New - Exterior
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MAIN LEVEL DEMO PLAN
3/16" = 1'-O"
KA6
7/
N
8
NOTE:
DASHED LINES SHOW WALLS, DOORS, STAIRS, RAILS &
CABINETRY TO BE REMOVED.
BOLD & DASHED WINDOWS & DOORS ARE TO BE REMOVED.
VERIFY PLANS FOR SALVAGE OF DEMO ITEMS W/ OWNER.
UP
I
I
LI
III
III
III
4$
III
III
III
III
III
III
UI
REMOVE THIS SECTION
OF DECK ONLY
EX. EXT. STAIRS
EXISTING BASEMENT
UP
i8.-0. EX.CONCRETE PATIO 12.-3.
BASEMENT LEVEL PLAN - EXISTING
3/16" = 1'-0"
A6
I
EX. RETAINING WALL
NOTE: EXISTNG INTERIOR
BASEMENT WALLS NOT
SHOWN. NO CHANGES ARE
TO BE MADE TO EXISTING
INTERIOR WALLS
\A6j/
DN
EX. COV.
PORCH
20'- 2 112'
EX. BEDROOM
00
0
w
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it
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EX.
KITCHEN
8' - 10'
0
EX. DINING ROOM
MAIN LEVEL PLAN - EXISTING
3/16" = 1'-0"
EX. DECK
NOTES:
- ALL CONSTRUCTION TO COMPLY WITH IRC 2003 AND OTHER APPLICABLE
CODES AS ADOPTED BY LOCAL JURISDICTION
- PLUMBING, HEATING, & VENTILATION SHALL BE INSTALLED PER IRC 2003 & MANUFACTURER
SPECIFICATIONS
- LOCATION OF ELECTRICAL LIGHTNG, OUTLETS & FIXTURES TO BE AS
SPECIFIED BY OWNER & SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN. APPROVAL OF ROUGH ELECTRICAL
INSPECTIONS TO BE OBTAINED PRIOR TO FRAMING INSPECTION.
- BUILDER TO VERIFY EXISTING GRADES & FINISH GRADES, ALL FLOOR ELEVATIONS, ALL
WALL LOCATIONS, WALL HEIGHTS, WALL DIMENSIONS, BEAM & COLUMN LOCATIONS, WINDOW
& DOOR SIZES & LOCATIONS, TO ENSURE PROPER SITE DRAINAGE, PROPER WALL, COLUMN , &
BEAM ALIGNMENTS FOR ROOF INTERSECTIONS, WINDOW & DOOR CLEARENCES & OTHERWISE
ENSURE PROPER FRAMING.
- ALL BEAMS TO TO BE SUPPORTED BY COLUMNS OF EQUIVALENT WIDTH, MIN.,
EXTENDING DOWN TO FOUNDATION, TYP.
12' - 3'
13 1 I
K A6
NEW STAIR SPECS, TYPICAL ALL NEW STAIRS
- 7 3/4" RISE, MAX.
- 10"RUN, MIN.
- HANDRAILS 34" - 38" ABV. TREADS
- GUARDRAILS 36" ABV. LANDINGS & DECKS, MIN., 4" SPACING, MAX.
GUARDS TO BE INSTALLED PER R312, TYP.
- INSTALL STAIRWAY LIGHTING AT INTERIOR AND EXTERIOR
DOORS. PROVIDE 3 WAY SWITCHES PER SEC. R303.6
- STAIRS & HANDRAILS TO BE INSTALLED PER SEC. R311.5, TYP.
PLUMBING & MECHANICAL NOTES:
- INSTALL FURN/BOILER, HWH, AND ALL PLUMBING AND
MECHANICAL FIXTURES AND APPLIANCES PER IRC 2003, MANU.
SPECS & APPROVED LISTINGS. SIZE FURN/BOILER PER SEC.R303.8.
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16'-0'
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- ALL CONSTRUCTION TO COMPLY WITH IRC 2003 AND OTHER APPLICABLE
CODES AS ADOPTED BY LOCAL JURISDICTION
- LOCATION OF ELECTRICAL LIGHTNG, OUTLETS & FIXTURES TO BE AS
SPECIFIED BY OWNER & SHALL BE INSTALLED BY A LICENSED
ELECTRICIAN. APPROVAL OF ROUGH ELECTRICAL
INSPECTIONS TO BE OBTAINED PRIOR TO FRAMING INSPECTION.
- BUILDER TO VERIFY EXISTING GRADES & FINISH GRADES, ALL FLOOR ELEVATIONS, ALL
WALL LOCATIONS, WALL HEIGHTS, WALL DIMENSIONS, BEAM & COLUMN LOCATIONS, WINDOW
& DOOR SIZES & LOCATIONS, TO ENSURE PROPER SITE DRAINAGE, PROPER WALL, COLUMN , &
BEAM ALIGNMENTS FOR ROOF INTERSECTIONS, WINDOW & DOOR CLEARENCES & OTHERWISE
ENSURE PROPER FRAMING.
- ALL BEAMS TO TO BE SUPPORTED BY COLUMNS OF EQUIVALENT WIDTH, MIN.,
EXTENDING DOWN TO FOUNDATION, TYP.
DN
tom
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EX. BEDROOM
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6
NEW MASTER
BEDROOM
FIXED PANEL
THIS SIDE OF
FR. DOORS
EX. DINING ROOM
QEF.
0
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— NEW GAS F.P.
I>
0
16-6314. KITCHEN
NEW DECK
-T
FIELD VERT
NEW EXT. STAIRS
4'-1'
EX. DECK
16.-0' _ 12-3'
L*1 ' Or
NEW DECK
16-0'
MAIN LEVEL PLAN - NEW
3/16" = 1'-0"
NEW STAIR SPECS, TYPICAL ALL NEW STAIRS
- 7 3/4" RISE, MAX.
- 10 " RUN, MIN.
- HANDRAILS 34" - 38" ABV. TREADS
- GUARDRAILS 36" ABV. LANDINGS & DECKS, MIN., 4" SPACING, MAX.
GUARDS TO BE INSTALLED PER R312, TYP.
- INSTALL STAIRWAY LIGHTING AT INTERIOR AND EXTERIOR
DOORS. PROVIDE 3 WAY SWITCHES PER SEC. R303.6
- STAIRS & HANDRAILS TO BE INSTALLED PER SEC. R311.5, TYP.
SMOKE ALARMS:
- INSTALL SMOKE ALARMS BOTH LEVELS PER IRC SEC. R313.
SMOKE ALARMS IN NEW AREAS TO BE HARDWIRED,
INTERCONNECTED, & POWERED PER IRC SEC R313.2 .
SMOKE ALARMS IN EXISTING AREAS MAY BE BATTERY
POWERED PER IRC SEC. R313.1.1
50'-4.
PLUMBING & MECHANICAL NOTES:
- PLUMBING, HEATING, & VENTILATION SHALL BE INSTALLED PER IRC
2003 & MANUFACTURER SPECIFICATIONS
- INSTALL FURN/BOILER, HWH, AND ALL PLUMBING AND
MECHANICAL FIXTURES AND APPLIANCES PER IRC 2003, MANU.
SPECS & APPROVED LISTINGS.
- PROVIDE HEAT TO NEW AREAS. VERIFY LOCATIONS FOR NEW OR
RELOCATED HOT WATER BASEBOARD HEATERS AND CAPACITY OF
EXISTING BOILER W/ PLUMBING/MECHANICAL CONTRACTOR & OWNER
PRIOR TO STARTING PROJECT. SIZE FURN/BOILER PER SEC. R303.8.
FIELD
VERIFY
VERIFY HEIGHT OF WINDOWS OVER
KITCHEN COUNTER W/ OWNER TO DETERMINE
HEIGHT ABV. COUNTER PRIOR TO ORDERING
ALIGN NORTH WINDOW WI KITCHEN SINK.
VERIFY WIDTH & LOCATION OF NORTH & EAST
WALL KITCHEN WINDOWS FOR PROPER
FRAMING & ADJUST WIDTH AS NECESSARY
PRIOR TO ORDERING. MATCH NORTH
WINDOW WIDTH TO EAST WINDOW PANE SIZES.
NOTE: ALL NEW INTERIOR FLOORING
THIS LEVEL TO BE T&G RED OAK
TO MATCH EXISTING
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92' - 4"
LvI Basement - Existing
NOTE: FIELD VERIFY ELEVATIONS OF ALL LEVELS
SOUTH ELEVATION - EXISTING
1/4" =11-0"
100'-0"
LVL -Main
92-4"
Lvl Basement - Existing
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MANU. TRUSSES
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ON GARAGE CEILING
& GARAGE FRAME
WALLS COMMON
TO DWELLING
1/2 X 10" ANCHOR BOL
@48"O.C.,MIN
BEAM PER FRAMING PLAN
2x8 @ 16" O.C.
BEAM PER FRAMING PLAN
#5 @ 16" O.C. HORIZONTAL, MIN.
W/ 2-#5 TOP & BOTTOM 6x6 COL.
8" CONCRETE WALL OR EQUIV .
FOAM FORM FDN SYSTEM. INSTALL DRYWALL OVER
FOAM ON INTERIOR SIDE, IF USED, AS REQUIRED BY CODE
1- #5 VERTICAL @ 16" O.C., MIN.
R-10 RIGID INS.,
/ MIN, OPTIONAL
PER OWNER
4" CONCRETE SLAB
OVER 4" OF 3/4"
SCREENED GRAVEL
- FOUNDATION DAMPROOFING
o Z
TYPICAL SECTION - EXTERIOR WALL - EAST
1/2" = 1'-0"
SIMPSON POST BASE TYP.
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10" CONCRETE COL.
W/1-#5 VERT. m
10" x 24" x 24" CONCRETE PAD
W/ 3 - #5 EA. WAY
10" X 24" CONCRETE FOOTING
W 2- #5 CONTINUOUS
INSTALL FOUNDATION DRAIN
PER IRC SEC. R405.1
OPTIONAL SOLAR PANELS - \
VERIFY #, TYPE, & LOCATION \
W/ OWNER PRIOR TO
ORDERING & INSTALLING
SOUTH ELEVATION - NEW
1/4" = 1'-0"
NEW PORCH SOFFIT TO BE T&G TO
MATCH EXISTING PORCH SOFFIT
NOTE: FIELD VERIFY ELEVATIONS OF ALL LEVELS
RELOCATE EXISTING SWAMP COOLER TO THIS
ROOF AND CONNECT TO EXISTING DUCTS,
ADD NEW DUCTS AS NECESSARY
BRACE DETAIL TO MATCH FRONT PORCH
N
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NORTH ELEVATION - NEW
1/4" = 1'-0"
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BOTTOM STAIR LANDING ELEVATION, LOCATION
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OF FINAL GRADING DETAILS AT START OF PROJECT
VERIFYRETAINING WALL & RETAINING WALL STAIR
CONSTRUCTION & DESIGN, BOTTOM STAIR LANDING
ELEVATION, LOCATION & NUMBER OF RISERS W/OWNER
AFTER VERIFICATION OF FINAL GRADING DETAILS AT
START OF PROJECT
100'-0" _
LVL -Main
92' - 4"
Lvl Basement - Existing
91'-0" z
Lvl Garage - New
100'-0" i
LVL -Main
92'-4" i
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91'-0" r
Lvl Garage - New
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NOTE: FIELD VERIFY ELEVATIONS OF ALL LEVELS
RELOCATE EXISTING SWAMP COOLER TO THIS
ROOF AND CONNECT TO EXISTING DUCTS,
ADD NEW DUCTS AS NECESSARY
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BOTTOM STAIR LANDING ELEVATION, LOCATION
& NUMBER OF RISERS W/OWNER AFTER VERIFICATION
OF FINAL GRADING DETAILS AT START OF PROJECT
VERIFYRETAINING WALL & RETAINING WALL STAIR
CONSTRUCTION & DESIGN, BOTTOM STAIR LANDING
ELEVATION, LOCATION & NUMBER OF RISERS W/OWNER
AFTER VERIFICATION OF FINAL GRADING DETAILS AT
START OF PROJECT
100'-0" _
LVL -Main
92' - 4"
Lvl Basement - Existing
91'-0" z
Lvl Garage - New
100'-0" i
LVL -Main
92'-4" i
Lvl Basement - Existing
91'-0" r
Lvl Garage - New
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SHEET
A4
A6
NEW METAL ROOF --
OVER ADDITION
/
REPLACE EXISTING ASPHALT
SHINGLE ROOF W/ METAL ROOF
TO MATCH ADDITION
—11
N
WEST ELEVATION - NEW
1/4" = 1'-0"
REPLACE EXISTING ASPHALT
SHINGLE ROOF W/ METAL ROOF
TO MATCH ADDITION
NEW METAL ROOF
OVER ADDITION
100' - 0" _
LVL -Main
92' - 4"
Lvl Basement - Existing
91'-0"
Lvl Garage - New
NOTE: FIELD VERIFY ELEVATIONS OF ALL LEVELS
EAST ELEVATION - NEW
1/4" = 1'-0"
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100'-0"
LVL -Main
92'-4" T
Lvl Basement - Existing
91'-0" t.
Lvl Garage - New
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SHEET
A5
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100'-0"
LVL -Main
92'-4" T
Lvl Basement - Existing
91'-0" t.
Lvl Garage - New
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New Elevations
SHEET
A5
s 99' - 4 - Field Verify
T.O.W. Basement
Section 3 - New
3/16" = 1'-0"
108' - 1 1/87 V
Field Verify - T.O.W - Main
100' - 0" V
LVL -Main
Field Verify - 92' - 4"
Lvl Basement - Existing
Field Verify - 91' - 0"
Lvl Garaoe - New
Field Verify -`89' - 10"
B.O. Ftg. - New
Field Verify - 87' - 6"
B.O. Ftg @ Gar. Door - New
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92' - 4" - Field Verify
Lvl Basement - Existing
108' - 1 1/8" ,r
Field Verify - T.O.W - Main
s 92' - 4" - Field Verify,-
Lvl Basement - Existing
Section 4 - New
3/16" = 1'-0"
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Section 1 -Existing
3/16" = 1'-0"
t 108'-11/8"
T.O.W - Main - Field Verify
100' - 0" T s 100' - 0"
LVL -Main LVL -Main
Field Verify - 91' - 0"
Lvl Garage - New
Field Verify - 89' - 10"
B.O. Ftg. - New
Field Verify - 87' - 6"
B.O. Ftg @ Gar. Door - New
13.11
92' - 4" - Field Verify
Lvl Basement - Existing
-lay—. _i-7 71 .._..4
108'-11/8"
Field Verify -T.O.W - Main
Section 2 - Existing
3/16" = 1'-0"
100' - 0"
LVL -Main
Field Verify - 91' - 0"
Lvl Garage - New
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SHEET
A6