HomeMy WebLinkAboutOWTS Design129 Cains Lane
Carbondale, CO 81623
970.309.5259
carla.ostberg@gmail.com
April 14, 2022
Kim Velasquez
kimmer.velasquez@gmail.com
Onsite Wastewater Treatment System (OWTS) Inspection and Proposed Sewer Line Design
3062 CR 113
Garfield County, Colorado
Kim,
As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) inspection at 3062
CR 113, Carbondale, Colorado on April 7, 2022. The legal description of the 5.349-acre property is as
follows:
Quarter: SW Section: 10 Township: 7 Range: 88 Subdivision: VELASQUEZ MINOR Lot: 1 AS PER
MINOR SUBDIVISION PLAT RECEPTION NUMBER 891027 5.35 ACRES
The permit, installation observations, and record drawing are enclosed. The subject OWTS consists of a
1000-gallon, two-compartment Infiltrator® poly septic tank followed by a distribution box connecting two
gravelless chamber beds, each consisting of 3 rows of 7 ‘ARC’ ADS chambers for a total of 42 chambers
and 630 square feet of infiltrative area. Permit SEPT-04-17-4668 documents this system. The system
was sized to accommodate 3 bedrooms. The permit was issued on May 5, 2017.
A detached garage with plumbing is proposed. Use of the plumbing in the garage will be auxiliary use to
the main residence. A new sewer line must be installed connecting the new garage with the existing
sewer line between the residence and the septic tank. The sewer line must be minimum SDR-35 (and
minimum Schedule 40 under any area subject to traffic) with a double sweep clean out and minimum 2%
grade to the septic tank. If the sewer line exceeds 100-feet, an additional clean out must be installed.
For the purposes of this OWTS design, Benchmark Elevation has been established as 6324.5’ (100’).
CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed
components during installation of the OWTS.
OWTS Component Minimum Elevation
Primary Tank Inlet Invert (approx. 6318’) Approximate horizontal distance 120’ / min. 2% fall /
min. 30” fall
*Elevations are based upon standard OWTS installation practices. Component elevations may change during
installation due to site conditions. Minimum grade refers to piping between components.
The septic tank is located to the south of the residence. A clean out is located under the deck. Both
septic tank lids were accessible from grade. Both inlet and outlet tees were present. An effluent filter
was installed on the outlet side of the septic tank. This filter must be cleaned annually, or as needed.
The liquid level in the outlet pipe was slightly high. The septic tank was last pumped in the fall of 2021 by
B&R Septic.
The distribution box was accessible from grade. There was an accumulation of sludge in the distribution
box and the concrete was showing signs of deterioration. We recommend the sewer line from the septic
tank to the distribution box be jetted and the distribution box be cleaned, and flow equalizers re-installed
on the two pipes existing the distribution box.
Inspection ports observed were present at the beginning and end of each bed. We walked the STA and
found no evidence of surface saturation or failure at the time of the inspection.
This evaluation is not a guarantee of future system performance.
Recommendations:
• Clean effluent filter annually, or as needed.
• Jet sewer line from septic tank to distribution box.
• Clean sludge out of distribution box.
• Re-install flow equalizers on pipes existing distribution box.
Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS
based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology.
The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any
period of time in the future. Because of numerous factors which may affect the operation of an OWTS,
as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this
report shall not be construed as a warranty by the Inspector that the system will function properly for any
particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied,
arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the
system is having on groundwater.
Please call with questions.
Sincerely,
Carla Ostberg, MPH, REHS
NAWT Certified Inspector
Certification # 11044ITC Exp. April 2024
View of septic tank lids Clean out under deck
Inlet tee Outlet tee with effluent filter
Liquid level in outlet tee slightly high Distribution box
Distribution box / sludge accumulation / concrete showing signs of deterioration / flow equalizers have
fallen off pipes exiting box
STA with inspection ports
December 9, 2017 Project No. C1222
Ross Velasquez
keanod33@gmail.com
Rob Velasquez
rob@pinemtn.net
Onsite Wastewater Treatment System (OWTS) Installation Observations
TBD Cattle Creek Road
Lot 1, Velasquez Subdivision
Garfield County, Colorado
Permit Number SEPT-04-17-4668
Ross and Rob,
ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OW TS)
on November 18 and December 8, 2017 for the subject property. You, the property owners, installed the
system.
Distances to the well on the adjoining property to the east, ditch to the west, and fire suppression stank
were verified as meeting the minimum setbacks required by county regulation.
The installation included a sewer line exiting the residence with a minimum 2% fall and double sweep
clean out. A 1000-gallon, two-compartment Infiltrator® poly septic tank with an effluent filter on the outlet
tee was installed. This filter must be cleaned annually, or as needed.
Effluent gravity flows to a distribution box, and then to two gravelless chamber beds. The distribution box
is accessible from grade. Each chamber bed consists of 3 rows of 7 ‘ARC 36’ chambers connected with a
level manifold, for a total area of 630 square feet of infiltrative area. Inspection ports were installed in
each corner of each bed. Ports may be cut to grade and placed in sprinkler boxes for access.
The OWTS was generally installed according to specifications. This observation is not a guarantee of
workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are
made to the OWTS in the future. Any additional OWTS construction must be according to the county
regulations.
LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must
have documented and demonstrated knowledge of the requirements and regulations of the county in
which they are working. The quality of the installation is dependent of the expertise of the installer, soil
type, and weather conditions.
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC Reviewed By:
Carla Ostberg, MPH, REHS Richard H. Petz, P.E.
View of chamber beds (note inspection ports installed in the second chamber)
View of tank, distribution box, and chamber beds
View looking north Septic tank
View of OWTS after backfill
Garfield County PERMIT CARD
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
Phone (970)945-8212
POST THTS IN A CONSPICIOUS PTACE WHEN
CONSTRUCTION IS STARTED
Project Address 3064 CR 113 Parcel No.2393ttJ30tJ047
Owner Name Tina & Robert Clay Velasquez & Robert Ross & Ke¿ Owne r phone 970-989-3008
Contractor(s)OWNER Contractor Phone
Work Description New OWTS for s/f dwelling
AGREEMENT
ln consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning,
location, construction and erection of the proposed siructure for whichihis permit is granted. The applicant further agrees that if the above
said regulations are not fully complied witn ¡n the zoning, location, erection and conètruction of the above described structure, the permit
may then bó revoked by notice from the County Building division and immediately become null and void.
Perc Test
Final
PLEASE SEE BACK OF PERMIT FOR OTHER COMMENTS
ADDITIONAL INSPECTIONS MAY BE REQUIRED
For Inspections Call (970) 945-1377 xl62l
For Driveway Inspections Call (970) 625-8601
SHEET NO.
SHEET TITLE
COPYRIGHT
ISSUED FOR
GENERAL
All designs ideas, arrangements and plans indicatedby these drawings and specifications are the propertyand copyright of the Architect and shall neither beused on any other work nor be used by any otherperson for any use whatsoever without writtenpermission
Written dimensions shall take precedence over scaleddimensions and shall be verified at the job site. Anydimensional discrepancy shall be brought to theattention of the Architect prior to commencement ofthe work
A G-1.0SCOT BROUGHTON Architects, LLCPO Box 4096 / 361 Southside Drive / Basalt, CO 81621[t] 970/927-0552 [f] 0554 / [e] sbarchitectsco@mac.comSBA1' = 1'-0", 1:0.50
COVER SHEETVELASQUEZ BARNLOT 1 VELASQUEZ SUBDIVISION3062 COUNTY ROAD 113CARBONDALE, CO 81623PERMIT SET 3/8/22, 1:54 PM
V E L A SQUE Z B A R N
PERMIT SET 3/8/22, 1:54 PM
SHEET NO.
SHEET TITLE
COPYRIGHT
ISSUED FOR
GENERAL
All designs ideas, arrangements and plans indicatedby these drawings and specifications are the propertyand copyright of the Architect and shall neither beused on any other work nor be used by any otherperson for any use whatsoever without writtenpermission
Written dimensions shall take precedence over scaleddimensions and shall be verified at the job site. Anydimensional discrepancy shall be brought to theattention of the Architect prior to commencement ofthe work
A G-1.1SCOT BROUGHTON Architects, LLCPO Box 4096 / 361 Southside Drive / Basalt, CO 81621[t] 970/927-0552 [f] 0554 / [e] sbarchitectsco@mac.comSBA1' = 1'-0"
GENERAL INFORMATIONVELASQUEZ BARNLOT 1 VELASQUEZ SUBDIVISION3062 COUNTY ROAD 113CARBONDALE, CO 81623PERMIT SET 3/8/22, 1:54 PM
AG-1.0
AG-1.1
AS-1.0
AS-1.1
A-1.0
A-1.1
A-2.0
A-3.0
S-1
S-2
S-3
S-4
COVER SHEET
GENERAL INFORMATION
SURVEY
PARTIAL SITE PLAN
FLOOR PLANS
ROOF PLAN
ELEVATIONS
BUILDING SECTIONS
FOUNDATION PLAN
FLOOR FRAMING PLAN
ROOF FRAMING PLAN
DETAILS & GENERAL NOTES
ANY DISCREPANCIES FOUND ON THESE PLANS
AND WHERE THEY EXIST ON THESE CONSTRUCTION
DOCUMENTS MUST BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT PRIOR TO COMMENCEMENT
OF WORK
ALL WORK SHALL CONFORM TO THE BUILDING CODES &
GUIDELINES OF THE REGULATING JURISDICTION.
DO NOT DISTURB THE SITE BEYOND 5'-0" OF THE
NEW BUILDING PERIMETER. DESIGNATE TREES
AND SHRUBS FOR REMOVAL AND REPLANTING.
ALL LANDSCAPING BEYOND THE AREA OF
CONSTRUCTION TO BE PROTECTED.
DISTURBANCE CREATED BY DEMOLITION IS TO
BE RESTORED, FINAL GRADED AND RE-VEGETATED
BUILDING FOOTPRINT IS TO BE STAKED FOR
VERIFICATION OF CONFORMANCE WITHIN THE
BUILDING SETBACKS AND VERIFICATION OF
EXISTING GRADES.
VERIFY SIZE AND LOCATION OF EXISTING UTILITY
LINES WITH THE APPROPRIATE UTILITY COMPANY
OR CONTRACTOR TO PERFORM WORK. ALL
UTILITY LINES ARE TO BE BURIED.
PROVIDE PROPER AND COMPLETE CONNECTION
TO NEW CONSTRUCTION.
SALVAGEABLE MATERIALS ARE TO BE STORED
FOR POSSIBLE RE-USE.
PROVIDE ENGINEERED SHORING AND BRACING
AS NECESSARY.
SURFACE & SUBSOIL DRAINAGE,AND SEDIMENT &
EROSION CONTROL PLANS PER CIVIL ENGINEER'S
RECOMMENDATIONS.
DRAWING LIST
GENERAL NOTES
DIRECTORYABBREVIATIONS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
L- LENGTH
LAM- LAMINATE
LAV- LAVATORY
LBL- LABEL
LH- LEFT HAND
LIN- LINEAR
LTL- LINTEL
MAS- MASONRY
MATL- MATERIAL
MAX- MAXIMUM
MECH- MECHANICAL
MED- MEDIUM
MEMB- MEMBRANE
MET- METAL
MFR- MANUFACTURER
MIN- MINIMUM
MISC- MISCELLANEOUS
MLD- MOULDING
MOV- MOVABLE
MULL- MULLION
N- NORTH
NAT- NATURAL
NIC- NOT IN CONTRACT
NO- NUMBER
NOM- NOMINAL
NTS- NOT TO SCALE
OA- OVERALL
O/C- ON CENTER
OD- OUTSIDE DIAMETER
OH- OVER HANG
OFF- OFFICE
OPG- OPENING
OPP- OPPOSITE
PL- PLATE
PL GL- PLATE GLASS
PLMB- PLUMBING
PLY- PLYWOOD
PT- POINT
PTD- PAINTED
PVC- POLYVINYL CHLORIDE
QT- QUARRY TILE
R- RADIUS
RA- RETURN AIR
RECP- RECEPTACLE
REF- REFERENCE
REFR- REFRIGERATOR
REG- REGISTER
RET- RETURN
REQ'D- REQUIRED
REV- REVISED(ION)
RD- ROOF DRAIN
RH- RIGHT HAND
RO- ROUGH OPENING
ROW- RIGHT OF WAY
RW HP- RANDOM WIDTH HEART PINE
S- SOUTH
SEC- SECTION
SHT- SHEET
SC- SOLID CORE
SD- STORM DRAIN
SHT- SHEET
SIM- SIMILAR
SP- SOUND PROOF
SPEC- SPECIFICATION
SPK- SPEAKER
SQ- SQUARE
SG FT- SQUARE FEET
SS- STAINLESS STEEL
STD- STANDARD
STL- STEEL
STRUCT- STRUCTURAL
SYM- SYMMETRICAL
SYS- SYSTEM
T- TOP OF
T- TREAD (@ STAIRS)
T&G- TONGUE & GROOVE
TEL- TELEPHONE
TEMP- TEMPERED
THK- THICK
TYP- TYPICAL
TV- TELEVISION
UNF- UNFINISHED
UON- UNLESS OTHERWISE NOTED
VB- VAPOR BARRIER
VERT- VERTICAL
VG- VERTICAL GRAIN
VIF- VERIFY IN FIELD
VT- VINYL TILE
W- WEST
W/- WITH
WC- WATER CLOSET
WD- WOOD
WDW- WINDOW
WWF- WELDED WIRE FABRIC
WP- WATERPROOFING
WP HP- WIDE PLANK HEART PINE
WS- WEATHER STRIPPING
&- AND
- ANGLE
@- AT
C.L.- CENTERLINE
•, ', "- DEGREE, MINUTE, SECOND
Ø- DIAMETER
', "- FOOT, INCH
#- NUMBER
- PERPENDICULAR
AB- ANCHOR BOLT
A/C- AIR CONDITIONING
ADJ- ADJUSTABLE
AFF- ABOVE FINISHED FLOOR
ALT- ALTERNATE
ALUM- ALUMINUM
APPROX- APPROXIMATE
ARCH- ARCHITECTS PLAN
ASPH- ASPHALT
AUTO- AUTOMATIC
B- BOTTOM OF
BD- BOARD
BIT- BITUMINOUS
BLDG- BUILDING
BLK- BLOCK
BLKG- BLOCKING
BM- BEAM
BOT- BOTTOM
BS- BOTH SIDES
BSMT- BASEMENT
BRG- BEARING
B PL- BEARING/BASE PLATE
BVL- BEVELED
CAB- CABINET
C FL- COUNTER FLASHING
C JT- CONTROL JOINT
CL- CENTERLINE
CLG- CEILING
CLO- CLOSET
CLR- CLEAR
CMU- CONCRETE MASONRY UNIT
COL- COLUMN
CONC- CONCRETE
CONST- CONSTRUCTION
CONT- CONTINUOUS
CORR- CORRIDOR
CPT- CARPET
CT- CERAMIC TILE
CTR- CENTER
DBL- DOUBLE
DEG- DEGREE
DIA- DIAMETER
DIM- DIMENSION
DR- DOOR
DTL- DETAIL
DWG- DRAWING
E- EAST
EA- EACH
EB- EXPANSION BOLT
EL- ELEVATION
ELEC- ELECTRICAL
ELEV- ELEVATOR
EMER- EMERGENCY
ENC- ENCLOSURE
EQ- EQUAL
EQUIP- EQUIPMENT
EXH- EXHAUST
EXIST- EXISTING
EXT- EXTERIOR
FD- FLOOR DRAIN
FIN- FINISH
FLR- FLOOR
FND- FOUNDATION
FP- FIREPLACE
FT- FOOT
FTG- FOOTING
GA- GAUGE
GALV- GALVANIZED
GDO- GARAGE DOOR OPENER
GL- GLASS
GR- GRADE(ING)
GYP- GYPSUM BOARD
HB- HOSE BIBB
HD- HEAD
HD HT- HEAD HEIGHT
HDW- HARDWARE
HDWD- HARDWOOD
HDR- HEADER
HT- HEIGHT
HTG- HEATING
HORIZ- HORIZONTAL
HVAC- HEATING/VENTILATION/AIR COND
HW- HOT WATER
ID- INSIDE DIAMETER
IN- INCH
INCL- INLUDE(D)(ING)
INSUL- INSULATE
INT- INTERIOR
INV- INVERT
JST- JOIST
JT- JOINT
KIT- KITCHEN
KO- KNOCK OUT
PROJECT INFORMATION
OWNER
Kim & Rob Velasquez
3062 County Road 113
Carbondale, CO 81623
ARCHITECT
Scot Broughton Architects, L.L.C
361 Southside Drive
Basalt, CO 81621
Phone: (970) 927-0552
sbarchitects@mac .com
www.scotbarchitects.com
CONTACT: Scot Broughton
STRUCTURAL ENGINEER
Silver Town Structures
307 AABC; Suite N
Aspen, CO 81611
Phone: (970) 355-9169
CONTACT: Matt Monger
GENERAL CONTRACTOR:
To Be Determined
SITE LEGAL DESCRIPTION:
PARCEL #: 239310301001
SUBDIVISION: VELASQUEZ MINOR
Lot: 1 AS PER MINOR SUBDIVISION PLAT
RECEPTION NUMBER 891027 5.35 ACRES
Quarter : SW Section: 10 Township: 7 Range: 88 Subdivision:
GARFIELD COUNTY BUILDING CODES:
IBC 2015
IRC 2015
MEP 2015
IECC 2015
CLIMATE ZONE:
Zone 5B
Vicinity Map
SITE LOCATION
SHEET NO.
SHEET TITLE
COPYRIGHT
ISSUED FOR
GENERAL
All designs ideas, arrangements and plans indicatedby these drawings and specifications are the propertyand copyright of the Architect and shall neither beused on any other work nor be used by any otherperson for any use whatsoever without writtenpermission
Written dimensions shall take precedence over scaleddimensions and shall be verified at the job site. Anydimensional discrepancy shall be brought to theattention of the Architect prior to commencement ofthe work
A S -1.1SCOT BROUGHTON Architects, LLCPO Box 4096 / 361 Southside Drive / Basalt, CO 81621[t] 970/927-0552 [f] 0554 / [e] sbarchitectsco@mac.comSBA1" = 10'
PARTIAL SITE PLANVELASQUEZ BARNLOT 1 VELASQUEZ SUBDIVISION3062 COUNTY ROAD 113CARBONDALE, CO 81623PERMIT SET 3/8/22, 1:54 PM
1 0 '-0 "
1 0 '-0 "25'-0"2 5 '-0 "
1 0 '-0 "
101'-1"
6325'-7"
1 0 0 '-1 0 "
6 3 2 5 '-4 "
100'-0"6324'-6"
100'-0"6324'-6"
6 3 3 0
6 3 3 1
6 3 3 2
6 3 3 3
6 3 2 5
6 3 2 2
6 3 2 1
6 3 2 0
6 3 1 9
6 3 1 8
6 3 1 7
6 3 2 4
6322
6321
6321
6321
6321
6318632163206321632063196 3 2 0
6 3 2 5
6 3 3 0
6 3 1 9
6 3 2 6
6 3 2 7
6 3 2 8
6 3 2 9
6 3 3 1
6 3 3 263336334
6 3 3 5
8" C.P.P.
15" C.M.P.
6" C.P.P.
R.R.T.
RET. WALL
IRR. DITCH (TYP.)
PROPOSED GARAGE
FF: 6324.5'
EXISTING DRIVEWAY
TO REMAIN
EXIST RESIDENCEFF: 6322.00
6340
6335
6 3 2 5
6 3 2 0
E X I S T I N G
8 " C U L V E R T
E X I S T I N G
6 " C U L V E R T
FUTUREPROPERTY LINEBOUNDARYLINE4 0 ' W I D E A C C E S S E A S E M E N T
1 0 'N 7 6 °1 0 '2 6 "E 3 0 .0 0 'S13°49'34"E2 0 .0 0 '1 0 .0 0 'N90°00'00"E 132.44'95.95'189.54'
W A T E R
T A N K
E A S E M E N T
1 0 'S 23°54'42"
E26.35'S 06°44'40" W131.82'Δ:30°39'23"R: 40.00'L: 21.40'1 4 '
7 '7 '
16'
R : 5 '26'47'
R : 1 5 'SWALESWALESWALE
SWALE
LOT 1
VELASQUES SUBDIVISION
L O T 2
F U T U R E V E L A S Q U E S S U B D I V I S I O N
BUILDING ENVELOPE
66'BUILDING ENVELOPEBUILDING ENVELOPE11'
11'1'
1 4 '4 '35'
4 :1
4:1
4 :1 4:1
10:110:110:110:110:110:1
10:1
10:1
10:1
10:1
10:110:1EXIST DRIVE
PROPOSED DRIVE
6 3 2 4
CATTLE CREEK ROAD
COUNTY ROAD 113
PLAN
NORTH
SITE ELEVATION 6324.5'
EQUALS ARCHITECTURAL
ELEVATION 100'-0"
SHEET NO.
SHEET TITLE
COPYRIGHT
ISSUED FOR
GENERAL
All designs ideas, arrangements and plans indicatedby these drawings and specifications are the propertyand copyright of the Architect and shall neither beused on any other work nor be used by any otherperson for any use whatsoever without writtenpermission
Written dimensions shall take precedence over scaleddimensions and shall be verified at the job site. Anydimensional discrepancy shall be brought to theattention of the Architect prior to commencement ofthe work
A -1.0SCOT BROUGHTON Architects, LLCPO Box 4096 / 361 Southside Drive / Basalt, CO 81621[t] 970/927-0552 [f] 0554 / [e] sbarchitectsco@mac.comSBA1/4" = 1'-0"
FLOOR PLANSVELASQUEZ BARNLOT 1 VELASQUEZ SUBDIVISION3062 COUNTY ROAD 113CARBONDALE, CO 81623PERMIT SET 3/8/22, 1:54 PM15'-0"
9'-0"Sill 3'-0"100d
25'-0"
9'-0"Sill 3'-0"UP13T(11")14R(73/4")100a8'-0"9'-0"100b10'-0"10'-0"100c8'-0"9'-0"101a 102a
102b
2
2
A A
B B
C C
1
1 1/4:1213'-101/2"11'-11/2"15'-0"11'-31/4"
51/2"
11'-61/2"
51/2"
7'-01/4"
51/2"
3'-4"51/2"40'-0"27'-1"12'-11"40'-0"27'-1"12'-11"13'-101/2"13'-21/2"12'-11"17'-6"17'-6"
11'-6"12'-0"11'-6"
6'-1"11'-5"11'-5"6'-1"27'-1"51/2"8'-21/2"51/2"3'-91/2"1'-10"
9'-51/4"2'-31/2"11'-61/2"2'-31/2"5'-73/4"3'-91/2"
35'-0"
T.O. SLAB @ PERIM.
100'-0"
T.O. SLAB
100'-0" = 6324'-6"
T.O. SLAB
100'-0" = 6324'-6"
T.O. APRON
99'-111/4"
1
A-3.0
1
A-3.0
2
A-3.0
2
A-3.0
3
A-3.0
3
A-3.0
1
A-2.0
2
A-2.0
3
A-2.0
4
A-2.0
CONC. APRON
3-CAR GARAGE
100
STORAGE #1
101
STORAGE #2
102
MECH.
103
UP13T(11")14R(73/4")5 5'-0"9'-0"Sill 5'-2"
7
7'-0"9'-0"Sill 3'-2"43'-0"
9'-0"Sill 4'-53/4"UP
5T(0'-11")6R(0'-8")102a
2
2
A A
B B
C C
1
163'-0"
9'-0"Sill 4'-53/4"10:1210:1210:1210:1210:12
1
A-3.0
1
A-3.0
2
A-3.0
2
A-3.0
3
A-3.0
3
A-3.0
1
A-2.0
2
A-2.0
3
A-2.0
4
A-2.0
3'-0"40'-0"27'-1"12'-11"6'-51/2"6'-51/2"40'-0"27'-1"12'-11"6'-51/2"6'-51/2"35'-0"
17'-6"17'-6"
35'-0"
17'-6"17'-6"
22'-31/2"3'-0"
51/2"
5'-0"
51/2"
3'-91/2"51/2"8'-21/2"51/2"3'-91/2"4'-83/4"43/4"
11'-41/2"11'-41/2"
43/4"
12'-111/2"
7'-71/4"
51/2"
18'-101/4"
51/2"
7'-71/4"
T.O. PLWD.
109'-03/4"
T.O. PLWD.
113'-03/4"
OFFICE
200
PWDR
201
STORAGE
202
SCALE: 1/4" = 1'-0"1MAIN LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"2LOFT LEVEL FLOOR PLAN
SHEET NO.
SHEET TITLE
COPYRIGHT
ISSUED FOR
GENERAL
All designs ideas, arrangements and plans indicatedby these drawings and specifications are the propertyand copyright of the Architect and shall neither beused on any other work nor be used by any otherperson for any use whatsoever without writtenpermission
Written dimensions shall take precedence over scaleddimensions and shall be verified at the job site. Anydimensional discrepancy shall be brought to theattention of the Architect prior to commencement ofthe work
A -1.1SCOT BROUGHTON Architects, LLCPO Box 4096 / 361 Southside Drive / Basalt, CO 81621[t] 970/927-0552 [f] 0554 / [e] sbarchitectsco@mac.comSBA1/4" = 1'-0"
ROOF PLANVELASQUEZ BARNLOT 1 VELASQUEZ SUBDIVISION3062 COUNTY ROAD 113CARBONDALE, CO 81623PERMIT SET 3/8/22, 1:54 PM
2
2
A A
B B
C C
1
1
10:12
4:12
10:12
4:12
1
A-3.0
1
A-3.0
2
A-3.0
2
A-3.0
3
A-3.0
3
A-3.0
1
A-2.0
2
A-2.0
3
A-2.0
4
A-2.0
2'-0"20'-113/4"8'-01/2"10'-113/4"1'-71/2"2'-0"1'-0"1'-0"2'-0"1'-0"
1'-6"1'-6"
5'-0"
SCALE: 1/4" = 1'-0"1ROOF PLAN
SHEET NO.
SHEET TITLE
COPYRIGHT
ISSUED FOR
GENERAL
All designs ideas, arrangements and plans indicatedby these drawings and specifications are the propertyand copyright of the Architect and shall neither beused on any other work nor be used by any otherperson for any use whatsoever without writtenpermission
Written dimensions shall take precedence over scaleddimensions and shall be verified at the job site. Anydimensional discrepancy shall be brought to theattention of the Architect prior to commencement ofthe work
A -2.0SCOT BROUGHTON Architects, LLCPO Box 4096 / 361 Southside Drive / Basalt, CO 81621[t] 970/927-0552 [f] 0554 / [e] sbarchitectsco@mac.comSBA1/4" = 1'-0"
ELEVATIONSVELASQUEZ BARNLOT 1 VELASQUEZ SUBDIVISION3062 COUNTY ROAD 113CARBONDALE, CO 81623PERMIT SET 3/8/22, 1:54 PM
2 1
T.O. FTG.
96'-6"
T.O. SLAB @ MAIN L.
100'-0"
T.O. PLWD @ LOFT
109'-0"
T.O. PLATE
117'-6 1/4"
T.O. PLATE
112'-0"4'-93/4"2'-33/4"R.O.1'-103/4"3'-2"7'-03/4"R.O.4
12
10
12
4x4 KNEE BRACE
4x6 RAFTER TAIL
7
3
C B A
T.O. FTG.
96'-6"
T.O. SLAB @ MAIN L.
100'-0"
T.O. PLWD @ LOFT
109'-0"
T.O. PLATE
117'-0"3'-0"5'-03/4"R.O.4'-53/4"3'-03/4"R.O.8'-11/2"R.O.10
12
10
12
4x4 KNEE BRACE4x4 KNEE BRACE4x6 RAFTER
ASPHALT SHINGLES
TO MATCH HOUSE
1
4
100d
1 2
T.O. FTG.
96'-6"
T.O. SLAB @ MAIN L.
100'-0"
T.O. PLWD @ LOFT
109'-0"
T.O. PLATE
117'-0"14'-2"5'-03/4"R.O.4
12
10
12
4x4 KNEE BRACE
4x4 KNEE BRACE
4x6 RAFTER
5
100c100b100a
A B C
T.O. FTG.
96'-6"
T.O. SLAB @ MAIN L.
100'-0"
T.O. PLWD @ LOFT
109'-0"
T.O. PLATE
117'-0"4'-53/4"3'-03/4"R.O.3'-0"5'-03/4"R.O.111/4"ASPHALT SHINGLES
TO MATCH HOUSE
CHANNEL SIDINGTO MATCH HOUSE
2
6
SCALE: 1/4" = 1'-0"1NORTH ELEVATION
SCALE: 1/4" = 1'-0"2EAST ELEVATION
SCALE: 1/4" = 1'-0"3SOUTH ELEVATION
SCALE: 1/4" = 1'-0"4WEST ELEVATION
SHEET NO.
SHEET TITLE
COPYRIGHT
ISSUED FOR
GENERAL
All designs ideas, arrangements and plans indicatedby these drawings and specifications are the propertyand copyright of the Architect and shall neither beused on any other work nor be used by any otherperson for any use whatsoever without writtenpermission
Written dimensions shall take precedence over scaleddimensions and shall be verified at the job site. Anydimensional discrepancy shall be brought to theattention of the Architect prior to commencement ofthe work
A -3.0SCOT BROUGHTON Architects, LLCPO Box 4096 / 361 Southside Drive / Basalt, CO 81621[t] 970/927-0552 [f] 0554 / [e] sbarchitectsco@mac.comSBA1/4" = 1'-0"
BUILDING SECTIONSVELASQUEZ BARNLOT 1 VELASQUEZ SUBDIVISION3062 COUNTY ROAD 113CARBONDALE, CO 81623PERMIT SET 3/8/22, 1:54 PM
21
T.O. FTG.
96'-6"
T.O. SLAB @ MAIN L.
100'-0"
T.O. PLWD @ LOFT
109'-0"
T.O. PLWD.
113'-0 3/4"
1'-43/4"5'-0"6'-7"5'-6"T.O. PLATE
117'-0"
1'-43/4"
6'-8"40°
10
12
4
12
4x6 RAFTER TAIL
STORAGE
202
3-CAR GARAGE 12'-0"1'-03/4"1 2
T.O. FTG.
96'-6"
T.O. SLAB @ MAIN L.
100'-0"
T.O. PLWD @ LOFT
109'-0"
T.O. PLATE
117'-0"
1'-0"
1'-6"
10
12
412
10
12
OFFICE
200
PWDR
201
3-CAR GARAGE
100
STORAGE #1
101
STORAGE #2
102
A B C
T.O. FTG.
96'-6"
T.O. SLAB @ MAIN L.
100'-0"
T.O. PLWD @ LOFT
109'-0"
3'-0"
2'-0"2'-0"
T.O. PLWD.
113'-0 3/4"12'-0"8'-0"1'-0"4'-03/4"10
12
3-CAR GARAGE
100
STORAGE
202
OFFICE
200
SCALE: 1/4" = 1'-0"1CROSS SECTION THRU GARAGE
SCALE: 1/4" = 1'-0"2CROSS SECTION THRU STORAGE #1+STORAGE #2
SCALE: 1/4" = 1'-0"3LONGITUDINAL SECTION THRU GARAGE
DRAWING NUMBER
CHECKED BY
DRAWN BY
DATE
JOB NUMBERVELASQUEZ BARN3062 County Road 113Garfield County, COMAM
REVISIONS 307N AABC(970) 300-1003Aspen, CO 8161103/07/22
21-518 StructureSSilver Town
HLB
PERMIT SET
S1
1 2
AA
C
B
21
B
C
T.O. CONC. SLAB
@ PERIM. 100'-0"
T.O.W. = 102'-6"
T.O.F. = 97'-8"
S4
1
S4
1
Footing Pad Schedule
Mark Size Thick.Reinforcing
A
B
C
D
E
2'-0" x 2'-0"
2'-6" x 2'-6"
3'-0" x 3'-0"
3'-6" x 3'-6"
4'-0" x 4'-0"
10"
10"
10"
10"
10"
3-#4 EA. WAY
4-#4 EA. WAY
3-#5 EA. WAY
4-#5 EA. WAY
4-#5 EA. WAY
F
G
4'-6" x 4'-6"
5'-0" x 5'-0"
10"
10"
5-#5 EA. WAY
5-#5 EA. WAY
1'-5 1/4"9'-3 1/2"1'-7 1/2"10'-3 1/2"1'-7 1/2"9'-3 1/2"1'-5 1/4"
35'-0"12'-11"3'-9 1/4"23'-3 3/4"40'-0"35'-0"27'-1"12'-11"40'-0"T.O.W. = 100'-6"
T.O.F. = 97'-8"
T.O.W. = 99'-4"T.O.W. = 99'-4"T.O.W. = 99'-4"
T.O.W. = 100'-6"
T.O.W. = 100'-6"
T.O.F. = 97'-8"
S4
1
4" CONCRETE SLAB W/
#4 @ 1' - 6" O.C. OVER
4" COMPACTED SOIL OR GRAVEL
PROVIDE CONTROL JOINT
@ 12' - 0" O.C. MAX.
S1
1
S1
1
S1
1
S1
1
S4
3
S4
3
S4
3
S4
2
S4
2
10'-7 1/4"1'-4"11'-1 1/2"1'-4"2'-10 1/2"1'-4"2'-0 1/2"1'-4"3'-0 1/4"11'-4 1/4"1'-4"8
S6
2
S1
8
S6
2
S1
B B
C C
S1
3
S1
3
D D
10'-7 1/4"12'-5 1/2"10'-7 1/4"12'-0 1/4"13'-6 1/2"13'-1 1/4"T.O.W. = 100'-6"16" CONC. FOOTINGTYP. U.N.O.8" CONC. WALLTYP. U.N.O.Abv.A
Abv.A
Abv.A
Abv.A
Abv.A
Abv.A
Abv.A
Abv.A
Abv.A Abv.A Abv.C
Abv.A Abv.A
Abv.A
Abv.A
Abv.C
Abv.A
Abv.A
Abv.A
Abv.A
Abv.C
Abv.C
Abv.T Abv.T
Abv.B Abv.B
Abv.A Abv.A
D.T.
D.T.D.T.
D.T.D.T.D.T.
3
4
2HT BMS @ CORNER HT COLUMNTYP. POST & BM. @ CONC. PAD4"
10"45°
T.O. SLAB
SEE PLAN
2-#5 CONT.
SEE PLAN
3" CLR.2X6 @ 16" O.C.
BEARING WALL
2x6 BASE PLATE W/
1/2"ØX10" EXP. ANCHOR @ 4' O.C.
CONC. SLAB
PER PLAN
MONO FTG. @ CONC. SLABDBL. HT BEAM @ CONC. COLUMN2X6 LEDGER @ VAIULTED TRUSS1
BOT. OF KICKER @ GARAGE DOORSSTEEL COLUMN PER PLAN
1/4 3/4"Ø X 10" EXPANSION
ANCHORS1/2" X 10" X 10" BASE PL. W/
1 1/2" NON-SHRINK GROUT
PAD & REINF. PER
PLAN
SEE PLAN 3"CLR.SLAB PER STR.
GEN. NOTESS
COLD JOINT
BOND BREAK
STEEL COLUMN 1'-0"3"1 1/2"1 1/2"6 3/4"WOOD BEAM PER PLAN PL 1/2 X
SEE PLAN
T.O. BM.MAN DOOR KICKER 25/8"Ø GR50
THREADED ROD
WOOD PACKOUT
PER PLAN
8" CONC. WALL
PER 2/S4
3/4" X 8 X 1' 7 1/2" ST.
PL. W/ (4) 12" #6 BARS
L 2.5 X 3.5 X .25 W/ 2
1/2" #9 SCREW EVERY
OTHER STUD
2 1/4"5"5"5"2 1/4"(2) #3 TIES
IN TOP 6"8 3/8"LVL BEAM
PER PLAN
DBL. 5 1/2" LVL EA. SIDE
OF KICKER; (4) TOTAL
5/8"Ø BOLT6 X 6 DF #16 X
6
D
F
#
1
4 3/4"
4"
1 1/2" X 1 1/2" X 1 1/2"
MORTISE & TENON W/
1/2"Ø X 10 LAG
5/8"Ø BOLT
TY
P
. S
O
L
I
D
B
L
O
C
K
I
N
G
TY
P
. S
O
L
I
D
B
L
O
C
K
I
N
G
A35 CLIP EA. SIDE TOP
& BOT (4) TOTALTOPBOTTOM
1 2
AA
C
B
21
B
C
UP
3-CAR GARAGE
STORAGE #1 STORAGE #2
D.T.
D.T.D.T.
D.T.D.T.D.T.
DESIGN NOTES
1.Submit Prefabricated Truss Package to Engineer of Record - See Structural General Notes on S5.
2.Floor framing does not account for any gypcrete or concrete topping.
3.2x6 ledger w/ (1) 3 5/8" HEADLOK screws @ 16" O.C. (ea. vert. stud).
4.Attach 2x6 rafter framing to wood beams or ledgers w/ (3) 10d toe-nails.
5.Various structural elements like beams and hangers may be custom order. In order to insure that
the structure is built according to the designer’s intent the contractor shall fully review drawings
prior to construction.
COLUMN LEGEND
DENOTES COLUMN BELOW.
DENOTES COLUMN ABOVE OR TRANSFERED THIS LEVEL.
DENOTES CONTINUOUS COLUMN.
K.P. = KING POST
D.T. = DOUBLE TRIMMERS
PROVIDE ENOUGH STUDS TO MATCH WIDTH OF BEAM ABOVE.
ALL COLUMNS SHOWN ARE 2-2x6's UNLESS NOTED AS FOLLOWS:
WOOD PARALLAM, PSL STEEL
A 3 - 2 x 6 J 3 1/2 x 3 1/2 S HSS 3 1/2 x 3 1/2 x 1/4
B 4 - 2 x 6 K 3 1/2 x 5 1/4 T HSS 4 x 4 x 1/4
C 5 - 2 x 6 L 5 1/4 x 5 1/4 U HSS 4 x 4 x 3/8
D 3 - 2 x 4 M 5 1/4 x 7 V HSS 4 x 4 x 1/2
E 4 - 2 x 4 W HSS 5 x 5 x 1/4
F 5 - 2 x 4 OTHER Y HSS 5 x 5 x 1/2
G 6 x 6 POST ST Existing Steel Z HSS 5 x 5 x 5/16
H 8 x 8 POST EX Existing Wood P HSS 7 x 3 x 5/16
WALL LEGEND
Designation Construction
Exterior wall Typical 2x framing. Provide cont. studs at 16" O.C. from
botom plate to dbl. top plate. See General Notes typ.
exterior wall in section C3.
355
Bearing Wall Typical 2x6 framing. Provide a double top plate with studs
at 16" O.C. Sheathing varies.
MULTIPLY BEAM FASTENING SCHEDULE
# PLY FASTENERS
2 (2) - Rows 16d Common Nails @ 12" O.C.470
3 (3) - Rows 16d Common Nails @ 12" O.C 530
4 (2) - Rows 1/2"Ø bolts @ 24" O.C.340
HANGER SUMMARY
HANGER FASTENER
Beam Hangers
LSSR210-2Z F: 22 - .162 X 2 1/2" J: 18 - .162 X 2 1/2"
BA3.56/11.88 F: 16 - .162 X 3 1/2" J: 8 - .162 X 1 1/2"
10:1210:12 10:12
STR. KICKER
STR. KICKER
STR. KICKERSTR. KICKERSTR. KICKERSTR. KICKERSTR. KICKERSTR. KICKER11 7/8" TJI / 210
@ 16" O.C.
3 - 9 1/2" LVL
052 Beam
3 - 9 1/2" LVL
053 Beam
3 - 2 x 8
054 Beam
2 - 9 1/2" LVL055 Beam3 - 2 x 10
056 Beam
3 - 20" LVL
057 Beam
3 - 2 x 10
058 Beam 2 - 9 1/2" LVL059 Beam3 - 2 x 8060 BeamT.O. 3/4 PLY WD.
109'-0"3 - 2 x 8061 BeamOPEN
3 - 5 1/2" LVL
063 Beam
2 - 5 1/2" LVL2 - 5 1/2" LVL 2 x 6@ 24" O.C.2 x 6@ 24" O.C.LEDGER LEDGER LEDGER
NOTE #3
NOTE #3NOTE #3 NOTE #3
S4
5
S4
3
S4
7
S4
3
S4
7
S4
6
S4
7
S4
7
S4
6
S1
4
NOTE #42 - 11 7/8" LVL088 Beam2 - 11 7/8" LVL089 Beam2 - 11 7/8" LVL090 Beam2 - 11 7/8" LVL091 Beam11 7/8" TJI / 210
@ 16" O.C.
ITS2.06/11.88
11 7/8" TJI / 210
@ 16" O.C.
ITS2.06/11.88
11 7/8" TJI / 210
@ 16" O.C.
A35 1 - 11 7/8" LVL
Joist Hangers
LRU212Z F: 6 - .148 X 3" J: 7 - .148 X 3"
ITS2.06/11.88 F: 6 - .148 X 3" J: 0
T.O. 3/4 PLY WD.
113'-0 3/4"
3 - 18" LVL
096 Beam
[113'-0"][112'-0 1/8"][113'-0"][113'-0"][113'-0"]2 - 11 7/8" LVL
[108'-11 1/4"]
A35
1 - 11 7/8" LVL
LVL BLOCKING
[113'-0"]
Abv.A
Abv.A
Abv.AAbv.A
Abv.A
Abv.A
Abv.A
Abv.A Abv.A
Abv.M
Abv.A Abv.A
Abv.AAbv.M
S2
DRAWING NUMBER
CHECKED BY
DRAWN BY
DATE
JOB NUMBERVELASQUEZ BARN3062 County Road 113Garfield County, COMAM
REVISIONS 307N AABC(970) 300-1003Aspen, CO 8161103/07/22
21-518 StructureSSilver Town
HLB
PERMIT SET
DRAWING NUMBER
CHECKED BY
DRAWN BY
DATE
JOB NUMBERVELASQUEZ BARN3062 County Road 113Garfield County, COMAM
REVISIONS 307N AABC(970) 300-1003Aspen, CO 8161103/07/22
21-518 StructureSSilver Town
HLB
PERMIT SET
1 2
AA
C
B
21
B
C
COLUMN LEGEND
DENOTES COLUMN BELOW.
DENOTES COLUMN ABOVE OR TRANSFERED THIS LEVEL.
DENOTES CONTINUOUS COLUMN.
K.P. = KING POST
D.T. = DOUBLE TRIMMERS
PROVIDE ENOUGH STUDS TO MATCH WIDTH OF BEAM ABOVE.
ALL COLUMNS SHOWN ARE 2-2x6's UNLESS NOTED AS FOLLOWS:
WOOD PARALLAM, PSL STEEL
A 3 - 2 x 6 J 3 1/2 x 3 1/2 S HSS 3 1/2 x 3 1/2 x 1/4
B 4 - 2 x 6 K 3 1/2 x 5 1/4 T HSS 4 x 4 x 1/4
C 5 - 2 x 6 L 5 1/4 x 5 1/4 U HSS 4 x 4 x 3/8
D 3 - 2 x 4 M 5 1/4 x 7 V HSS 4 x 4 x 1/2
E 4 - 2 x 4 W HSS 5 x 5 x 1/4
F 5 - 2 x 4 OTHER Y HSS 5 x 5 x 1/2
G 6 x 6 POST ST Existing Steel Z HSS 5 x 5 x 5/16
H 8 x 8 POST EX Existing Wood P HSS 7 x 3 x 5/16
WALL LEGEND
Designation Construction
Exterior wall Typical 2x framing. Provide cont. studs at 16" O.C. from
botom plate to dbl. top plate. See General Notes typ.
exterior wall in section C3.
355
Bearing Wall Typical 2x6 framing. Provide a double top plate with studs
at 16" O.C. Sheathing varies.
MULTIPLY BEAM FASTENING SCHEDULE
# PLY FASTENERS
2 (2) - Rows 16d Common Nails @ 12" O.C.470
3 (3) - Rows 16d Common Nails @ 12" O.C 530
4 (2) - Rows 1/2"Ø bolts @ 24" O.C.340
DESIGN NOTES
1.Submit Prefabricated Truss Package to Engineer of Record - See Structural General Notes on S5.
2.Attach 2x6 @ 24" .O.C. ladder framing to 2X6 truss top chord w/ (3) 10d toe-nails.
3.2x6 ledger w/ (1) 3 5/8" HEADLOK screws @ 16" O.C. (ea. vert. stud).
4.DBL. 5 1/2" LVL ledger w/ (2) 6" HEADLOK screws @ 16" O.C. (ea. vert. stud).
5.Attach 2x6 rafter framing to 2x framing w/ (3) 10d toe-nails.
6.Various structural elements like beams and hangers may be custom order. In order to insure that the
structure is built according to the designer’s intent the contractor shall fully review drawings prior to
construction.10:1210:124:124:12NOTE #2 2 - 9 1/2" LVL048 Beam2 - 9 1/2" LVL
049 Beam
2 - 9 1/2" LVL050 BeamSTR. KICKERSTR. KICKERSTR. KICKERSTR. KICKER2 - 5 1/2" LVL067 Beam2 - 5 1/2" LVL
068 Beam
2 - 5 1/2" LVL
069 Beam
2 - 5 1/2" LVL070 Beam2 - 5 1/2" LVL
074 Beam
STR. KICKER
STR. KICKERLEDGERLEDGERLEDGERLEDGER2 x 6
@ 24" O.C.2 x 6@ 24" O.C.2 x 6@ 24" O.C.2 x 6
@ 24" O.C.2 x 6@ 24" O.C.PER 4/S4PER 4/S4PER 4/S4PER 4/S4A35A35A35NOTE #4NOTE #3NOTE #3NOTE #3NOTE #3 NOTE #5NOTE #5
NOTE #5NOTE #5NOTE #56 3/4 x 22 1/2 GL083 BeamLRU212Z
2 x 12
@ 16" O.C.
2 x 12
@ 16" O.C.
LRU212Z
2 x 12
@ 16" O.C.
2 x 12
@ 16" O.C.2 - 11 7/8" LVL085 Beam2 - 11 7/8" LVL086 BeamBA3.56/11.882 - 11 7/8" LVL087 BeamLRU212Z
2 x 12
@ 24" O.C.
LRU212Z
2 x 12
@ 24" O.C.
LSSR210-2Z
2 - 2 x 12
092 Beam
2 - 2 x 12
093 Beam
Btwn.A
NOTE #2 NOTE #2 3 - 2 x 10
095 Beam
S3ROOF SHEATHINGIS CONTINUOUSTO LOWER KICKERROOF FRAMINGSHOWN ON S2
DRAWING NUMBER
CHECKED BY
DRAWN BY
DATE
JOB NUMBERVELASQUEZ BARN3062 County Road 113Garfield County, COMAM
REVISIONS 307N AABC(970) 300-1003Aspen, CO 8161103/07/22
21-518 StructureSSilver Town
HLB
PERMIT SET
A. The foundation design was based on the following assumed parameters:
Maximum allowable bearing pressure - 2,000 psf
Minimum required dead load pressure - 0 psf
Lateral soil pressure - Active 55 pcf
- Passive 350 pcf
The actual soil condition shall be investigated and the above parameters shall be verified by a Soils Engineer,
registered in the State of Colorado, prior to construction of the foundation. If there are any discrepancies with
the above assumptions, then the foundation shall be re-designed.
CONCRETE:
A. CONCRETE REQUIREMENTS
Concrete has been designed and shall be constructed in accordance with the latest editions of the
American Concrete Institute Building Code, ACI 318 and Specifications for Structural Concrete for Buildings, ACI
301. Provide hot or cold weather protection per ACI 305 & 306.
1. Concrete shall have a minimum compressive strength at 28 days of:
Walls & footings 3000 psi
Slabs 3000 psi
2. Provide Type II cement throughout with 4% air entrainment.
3. Mechanically vibrate concrete.
4. No admixtures shall be used without approval by the engineer.
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. Thoroughly clean all case and construction joints prior to placing concrete in adjacent pour.
8. Concrete shall not be in contact with aluminum.
B. REINFORCING
Detailing, fabrication, and erection of reinforcing steel bars shall comply with the ACI Manual of Standard
Practice for Detailing Reinforced Concrete Structures ACI 315.
1. Reinforcing bars shall be ASTM A615-Grade 60.
2. Welded wire fabric shall conform to ASTM A185. Furnish in flat sheets only.
3. Concrete protection for reinforcement:
Cast against and permanently exposed to earth ....... 3 in.
Exposed to earth or weather............. #6-#18 bar........ 2 in.
#3-#5 bar......1 1/2 in.
Not exposed to earth or weather...... slabs & walls.....3/4 in.
beams & cols....1 1/2 in.
4. Reinforcing lap splices shall be a minimum of 36 bar diameters unless noted otherwise. Lap wire fabric
reinforcement one full mesh plus 2" at sides and ends and wire together.
5. Splices in horizontal beams and walls shall occur at midspan for top bars and over supports for bottom
bars.
6. Discontinue one-half of horizontal steel across construction/control joints.
7. Provide corner bars of equal size and spacing around all corners.
8. Provide 2-#5 bars with a minimum of 2'-0" projection beyond the sides of all openings in walls, beams
and slabs. Provide 1-#5 x 4'-0" diagonally at all re-entrant corners of slabs.
9. Provide accessories necessary to properly support reinforcing at the positions shown on the plans.
10. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise.
C. SLABS
1. Provide control joints at 12'-0" max. spacing or as shown on the plans.
2. Provide minimum 4" compacted gravel under floor slab on grade. The material shall consist of minus
2-inch aggregate w/ less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve.
STRUCTURAL GENERAL NOTES & SPECIFICATIONS
STRUCTURAL STEEL:
A. STRUCTURAL STEEL
Structural steel shall be detailed, fabricated and erected in accordance with latest provisions of the AISC Manual of Steel Construction and
AISC Code of Standard Practice. Use welders meeting the requirements of the AWS Standard Qualification Procedure. Comply with AWS
D1.1 Structural Welding Code.
1. All steel shall conform to ASTM A36 except beams shall be ASTM A992 Grade 50 and tube columns which shall conform to ASTM A500 (GR.
B) and pipe shapes which shall conform to ASTM A53 (Gr. B).
2. Bolts shall conform to ASTM A325N. Anchor bolts shall conform to ASTM A307. Bolt size shall be 3/4" diameter unless noted otherwise.
Installation shall be in accordance with AISC Specifications for Structural Joints Using ASTM A325 or A490 Bolts, 1978.
3. All welds shall be made with E70XX electrodes.
4. Prime all steel with approved primer paint to exposed bolts, welds, and abraded shop paint areas.
5. All column base plates shall have 1" minimum grout to provide continuous bearing.
B. GROUT AND ANCHOR BOLTS
1. Dry pack or grout shall be shrink resistant Embeco 153 or equivalent.
2. Expansion bolts shall be Simpson "Wedge-All" or approved wedge type, installed in accordance with the manufacturer's requirements.
3. Headed anchor studs (H.D.A.S.) shall be attached to structural steel with equipment approved by the stud manufacturer according to the
stud manufacturer's recommendations. 4. Anchor bolts embedded in concrete shall be placed with setting templates. 5. Location and
coordination of anchor bolt placement shall be the responsibility of the steel fabricator. Steel fabricator shall supply anchor bolt setting plan.
C. STEEL CONNECTIONS
1. Provide bolted connections for steel beams per Part 4 and Part 5 of the AISC Manual of Steel Construction. Except where otherwise shown,
provide connections to support loads equal to one-half the total uniform load capacity of the member.
2. A minimum of two bolts shall be used for all connections. Size and grade shall be determined by the fabricator.
STRUCTURAL WOOD FRAMING:
A. DIMENSIONAL LUMBER
All wood members shall be as described in the 2001 edition of the "National design Specifications for Wood Construction" by the National
Forest Products Association and the WWPAW.
1. Unless otherwise noted on the drawings, wood framing members shall be Douglas Fir/Larch, Grade #2 or better. Redwood members
shall be construction grade.
2. Sizes shown are nominal, except when noted as RC (Rough Cut) they are full dimensions.
3. All wood members attached to concrete or masonry shall be redwood or strandguard engineered lumber.
4. Block all joists and rafters per the I.R.C.
B. FASTENERS AND CONNECTORS
Alternate fasteners and connectors to those listed below, which have I.C.B.O. approval, may be used with approval by the Engineer.
1. Connectors shown on the plans are manufactured by the Simpson Strong-Tie Company, Inc. Connectors by other manufactures shall
be deemed as equivalent if their rated capacity is equal to or greater than that of the connector specified. Follow manufacturer's
recommendations for installation of connectors.
2. All timber nailing and connections shall conform to the IRC and AITC.
3. Bolts for wood member connections shall be 3/4" diameter, ASTM A307 with a minimum 1 1/2" washer at each end (unless noted
otherwise).
4. Self-drilling fasteners for the attachment to structural steel shall be "Teks" fasteners as manufactured by Buildex.
C. PLYWOOD SHEATHING
Plywood sheathing for roofs, floors and exterior shear walls shall be APA Grade-Trademarked C-D, Exposure 1, unless otherwise noted.
1. Roof Diaphragms (240 plf) shall be 5/8", APA rated sheathing, 40/20 place with 8'-0" dimension perpendicular to the joist, rafter or
truss span. End joists shall be staggered. Attach plywood at edges with 8d nails at 6" O.C. and at intermediate supports with 8d nails at
12" O.C.
2. Floor Diaphragms (250 plf) shall be 3/4", APA rated Sturdi-I-Floor, 24 O.C. place with 8'-0" dimension perpendicular to the joist span.
End joints shall be staggered. Attach plywood with APA glue and at edges nail with 8d nails at 6" O.C. and at intermediate supports with
8d nails at 10" O.C. Sheathing shall be T&G.
3. Typical Exterior Wall Diaphragms (180 plf, 252 plf wind) shall be 1/2", APA rated sheathing, 24/0 with end joins staggered. Studs shall
be 16" O.C. and sheathed full height. Attach plywood at edges with 8d nails at 6" O.C. and at intermediate supports with 8d nails at 8"
O.C.
D. GLUE LAMINATED BEAMS Laminated member shall be designed and fabricated in accordance with "The Standard Specifications for the
Design and Fabrication of Structural Glue Laminated Lumber" published by the AITC and the appropriate Lumber Producers' Association.
1. Use exterior glue for all exposed laminated members.
2. All members exposed to weather shall receive one coat of end sealer at trimmed ends. Seal all exposed surfaces with sealer coat as
soon as practical after erection.
3. Appearance grade shall be in accordance with the architectural drawings.
4. If beam is cantilevered and the cantilever is greater than one-third of the back span, install beam "TOP" down.
5. Allowable unit stresses for dry conditions of use required shall be as follows:
Members stressed principally in bending such as beams & girders (AITC 24F-V4) unless otherwise noted on drawings.
Fb=2400 psi Fv=165 psi Fc(perp)=650 psi E=1.8E6 psi
Members stressed principally in compression or tension such as columns & truss members (AITC
24F-V8) Unless otherwise noted on drawings.
Fc(parallel)=1650 psi E=1.6E6 psi
E. MICRO-LAM BEAMS
Micro-laminated members shall be designed and fabricated in accordance with the "National Research Board" and the "National Design
Specifications for Wood".
1. Allowable unit stresses for dry conditions of use required shall be as follows:
Fb=2600 psi Fv=285 psi Fc(perp)= 750 psi E=1.8E6 psi
2. Install micro-laminated members in accordance with the manufacturer's recommendation.
3. Holes, cuts, or notches not previously approved by the engineer or the manufacturer shall not be made.
4. Micro-laminated lumber is marked on the drawings as "ML" and shall be 1 3/4" wide, unless noted otherwise.
F. FABRICATED WOOD JOISTS (I-Series)
I-series fabricated joists with structural wood flanges and plywood webs called for on the drawings (TJI/210, TJI/360, TJI/560) are as
manufactured by the Trus-Joist Corp.. Joists by other manufacturers may be used if the depth and deflection is equal to or less than that
of the joist specified for the particular span and spacing and when authorized by the Architect/Engineer.
1. Fabricated wood joists shall be in accordance with the manufacturer's recommendations.
2. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer.
G. PRE-FABRICATED TRUSSES
Provide engineered open web roof trusses as profiled by drawings and designed to handle live and dead loads with deflection limits of
l/360 as indicated on the structural drawings. Submit design calculations, bearing the seal of the manufacturer's Engineer, with the shop
drawings. Calculations shall indicate species and grade of lumber, design loadings and allowable stresses, force analysis of each member
and design of each connection.
1. Truss manufacturer shall be a member of the Truss Plate Institute (TPI) and the Component Manufacturer's Council.
2. Shop drawings shall be supplied to detail each truss type, truss layout, bracing and any applicable connections with hangers related to
truss to truss connections.
3. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer.
GENERAL:
1. Any changes to the contract drawings shall be submitted to the structural engineer for approval.
2. All dimensions and details on structural drawings shall be verified against the architectural drawings and any discrepancies shall be brought
to the attention of the architect prior to fabrication or construction. Details on the structural drawings are typical. DO NOT SCALE DRAWINGS.
3. All openings through the structural system shall be approved by the Engineer.
4. Contractor shall provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold the
structural elements in place during construction.
5. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The
contractor shall provide all measures necessary to protect the structure during construction. Such measures shall include, but are not limited
to bracing, shoring for loads due to construction equipment and protection of existing structures. Observation visits to the site by the
structural engineer shall not include inspection of the above items nor will the structural engineer be responsible for the contractor's means,
methods, techniques, sequences for procedure of construction, or the safety precautions and programs incident there to.
6. Options are for the convenience of the contractor. He shall be responsible for all changes necessary if he chooses an option and shall
coordinate all details. The cost of additional engineering work necessitated by selection of an option shall be borne by the contractor.
7. Any engineering design provided by others and submitted for review shall bear the seal and signature of an engineer registered in Colorado.
8. Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimensions which are nominal. Verify all
dimensions with the architectural drawings.
9. 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.
10. Construction materials shall be spread out if placed on framed construction. Load shall not exceed the design live load per square foot.
11. Shop drawings shall be submitted to the architect for all structural items. The Engineers review is intended only as an aid to the contractor
for obtaining correct shop drawings. Responsibility for correctness shall rest with the contractor. The contractor shall review all shop drawings
prior to submittal. Items not in accordance with the contract documents shall be flagged upon his review. The shop drawings do not replace
the original contract drawings. It is the contractors responsibility to make sure items are constructed to the original drawings. The adequacy
of engineering designs and layout performed by others rests with the designing or submitting authority.
A. DESIGN LIVE LOADS
1. Basic Roof Snow 40 PSF 4. Garage 40 PSF
2. Residential Floors 40 PSF 5. Wind 115 mph, Exposure B
3. Decks 40 PSF 6. Seismic Zone C
B. DESIGN CODES
International Residential Code, (IRC), 2015
with the International Building Code, (IBC), 2015 for Special Inspection
American Concrete Institute Building Code (ACI 318-14)
American Institute of Steel Construction, Manual of Steel Construction (AISC 9th Edition)
American Institute of Timber Construction, Timber Construction Manual (AITC 5th Edition)
National Design Specifications for Wood Construction (NDS2014)
DESIGN DATA:
FOUNDATION:
B. EXCAVATION
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 time and completely free of water during placement of concrete.
C. BEARING REQUIREMENTS
1. Footings shall bear on natural undisturbed soil below the frost depth required by the applicable building
code. Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of
the engineer.
2. Building shall be founded on continuous concrete spread footings placed on undisturbed natural soil.
D. GENERAL REQUIREMENTS
1. Center foundations under columns and walls unless noted otherwise.
2. Provide foundation ventilation in crawl space areas as required by the I.R.C. .
3. Backfill on walls with fill on both sides shall be compacted in equal lifts each side of wall. Walls backfilled
on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to
placement of the backfill (unless noted otherwise on plans).
2
1
3
4
Abv.
Cont.
3 - 2 x 8
3 - 2 x 6 3 - 2 x 8
3 - 2 x 8
HNGR A11 7/8" TJI / 210@ 16" O.C.3 - 11 7/8" LVL LSSUI2.1 T.O. PLY
100'-0"[99'-9 3/4"]Joist size and
spacing
Joist/beam bearing
location
Building
elevation
Joist/beam hanger
designation
(see schedule)
Column from above
with solid packout to
below
Column from above
continuous to below
Bearing wall below
Header or beam
size designation
Column from above
and to below
Top of beam
elevation
Extents of joist or
rafter
Roof slope
indication
Column between
beams
Column from above
terminating on beam
Optional beam
description
B
A
B
Column designation
(See Schedule)
Column to
below
T
Joist/beam hanger
designationFRAMING LEGEND
Abv.
Abv.
A Btwn.
A Btwn.
2 - 11 7/8" LVL
Ridge
4:12
4:12
2-#5 CONT.
#4 HORIZ. @ 1'-6" MAX.
#4x @ 1'-4" VERT.
4" CONC. SLAB
SEE PLAN
2-#5 CONT. TOP & BOTT.
T.O. FTNG.
SEE PLAN
SEE PLAN
T.O. WALL
T.O. SLAB
SEE PLAN
1/4" EXP. JOINT MAT'L
2X6 TREATED PLATE W/
1/2"ØX10" EXP. ANCHOR @ 4' O.C.
SEE PLAN 10"3"CLR.SOIL DRAIN
#5 VERT. @ 1'-4" O.C.
CENTER IN WALL
8" CONC. WALL @ CONC. SLAB32"6"MIN.3'-0"MIN. FROST2'-0"MAX.TYP. 8" CONC. WALL @ EXTERIOR2-#5 CONT. @ BOTT.
8" CONC. WALL
SEE PLAN 3" CLR.10"T.O. FTNG.
SEE PLAN
2-#5 CONT.
#4 VERT. @ 1'-4" O.C.
CENTER IN WALL
#4 DOWELS
@ 1'-6" O.C.
22"6"3'-0"MIN. FROSTSOIL DRAIN
2-#5 CONT. @ TOP
BOND BREAK
TREATED 2X6 SILL W/ 1/2"ØX10 EXP.
ANCHOR @ 4' O.C.
#4 HORIZ. @
1'-4" O.C. MAX.6"MIN.T.O. WALL
SEE PLAN
FOR REINF. SEE 1/S5
8" CONCRETE WALL 8"#4x @ 18" O.C.
SEE PLAN
CONC. SLAB
SEE PLAN
T.O. SLAB3'-0"3'-0"TYP. TURNED DOWN CONC. SLAB7
5
6
GABLE END KICKERLOW GARAGE DOOR KICKERHIGH GARAGE DOOR KICKERMAN DOOR KICKER 1S4
A35 CLIP EA. SIDE TOP
& BOT (4) TOTAL
DBL. 5 1/2" LVL EA. SIDE
OF KICKER; (4) TOTAL
3/4"Ø BOLT6 X 6 DF #16 X
6
D
F
#
1
2 3/4"
1 1/2" X 1 1/2" X 1 1/2"
MORTISE & TENON W/
1/2"Ø X 10 LAG
3/4"Ø BOLT
DBL. 5 1/2" LVL EA. SIDE
OF KICKER; (4) TOTAL
3 5
/
8
"
A35 CLIP EA. SIDE TOP
& BOT (4) TOTAL
TY
P
. S
O
L
I
D
B
L
O
C
K
I
N
G
TY
P
. S
O
L
I
D
B
L
O
C
K
I
N
G
LVL BEAM
PER PLAN
WOOD FRAMING
PER PLAN
6 X
6
D
F
#
1
DTT2Z
1/2"Ø BOLT W/
2" SQ. WASHER
A35 CLIP TOP & BOT.
(4) A35 CLIPS @ 2X
COLUMN PACKOUT; (2)
INSIDE & (2) OUTSIDE
6 X 6 DF #11"
LET IN
2 1/2" X 2 1/2" X 1 1/2"
MORTISE & TENON W/
1/2"Ø X 10 LAG
FLOOR SYSTEM
PER PLAN
11 7/8" LVL
BLOCKING EA. SIDE
11 7/8" LVL
BLOCKING EA. SIDE
WOOD COLUMN
PER PLAN
WOOD FRAMING
PER PLAN6 X 6 DF #11"
LET IN
(4) A35 CLIPS @ 2X
COLUMN PACKOUT; (2)
INSIDE & (2) OUTSIDE
6 X
6
D
F
#
1
5/8"Ø BOLT
2 1/2" X 2 1/2" X 1 1/2"
MORTISE & TENON W/
1/2"Ø X 10 LAG
2 1/2" X 2 1/2" X 1 1/2"
MORTISE & TENON W/
1/2"Ø X 10 LAG
FLOOR SYSTEM
PER PLAN
11 7/8" LVL
BLOCKING EA. SIDE
11 7/8" LVL
BLOCKING EA. SIDE
(2) MSTA 30 STRAP
4"
WOOD FRAMING
PER PLAN
WOOD FRAMING
PER PLAN
LS50 CLIP @ TOP
A35 CLIP @ BOT.
H7Z TIE
(6) 6" HEADLOK
SCREWS 4X4 DF #14X6 DF #1
WOOD COLUMN
PER PLAN 3X4 DF #1
(2) TIMBERLOK
SCREWS TOP & BOT.
WOOD FRAMING
PER PLAN
Garfield County, CO
Developed by
Account
Number
R083984
Par cel
Number
239310301001
Acr es 5
Land SqFt 0
T ax Ar ea 011
2019 Mill Levy 79.7760
Physical
Addr ess
3062 113 C OUNTY RD
C ARBONDALE 81623
Owner
Addr ess
VELASQ UEZ, ROBERT C LAY & TINA
KIM
3062 C OUNTY ROAD 113
C ARBONDALE C O 81623
2019 T otal Actual
V alue
$767,790 Last 2 Sa les
Date Pr ice
4/3/2021 $0
7/7/2017 $0
Date created: 4/14/2022
Last Data Uploa ded: 4/14/2022 2:14:11 AM
921 ft
Overvi ew
Legend
Parcels
Roa ds
Parcel/Account
Number s
Highw ays
Limited Access
Highwa y
Major Road
Loca l Roa d
Minor Road
Other Road
Ra mp
Ferry
Pedestria n Way
Owner Na me
Lakes & River s
County Boundar y
Line
832‐R‐13‐002