HomeMy WebLinkAboutPlansLC
DF
A
MEM
Railroad Tie
Retaining Wall
Cable 8s TeIephone
Pedestals
•
Concrete Block Wall
N78°41'21"E
56.53'
IMPROVEMENT LOCATION CERTIFICATE
N 87°53'47" E
27.87
S 77°14'04" E
33.01'
Rebar and Cap
LS No. 7972
Mountain States Telephone and
Telegraph Company Easement
Book 485, Page 78
/
Rock Retaining Wall
(Typical)
Rebar and Cap
LS No. 33638
.s
tS�
0
D-15°25'26"
R=623.25'
.L=167.77'
CB -N 29004'43" W
CH -167.27
110-
�,o
eGe
SCALE: 1 30'
I LEGEND
Power Pole
Guy Wire
-0
Overhead Electric _aE
Fence
x
rctA-
c.0
O
V
Go
50
tree i
20.0' Non-exclusive S o i
Utility Easement
Book 473, Page 212
wl
if4-?/cf?
1111.
r-
44,, West 1/4 Corner Section 26
Aluminum Cap Ls No. 19598
Reception No. 808669
50.0' \
\\
p
/
4°5
PROPERTY DESCRIPTION
A PARCEL OF LAND STI'UATED. IN THE SW 1 / 4NW1 / 4 OF SECTION 26,
TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M COUNTY OF
GARFIELD,, STATE OF COLORADO, LYING NORTHEASTERLY OF THE
NORTHEASTERLY RIGHT OF WAY LINE OF COLORADO STATE HIGHWAY
NO. 82, SAID PARCEL OF LAND IS DESCRIBED AS FOLLOWS •
BEGINNING AT AT POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE
OF SAM HIGHWAY WHENCE AN IRON POST WITH A BRASS CAP FOUND IN
PLACE AND PROPERLY MARKED FOR THE QUARTER CORNER COMMON TO
SECTIONS 26 AND 27 IN SAID TOWNSHIP AND RANGE BEARS: SI 6°54'15"W
854.35 FEET; THENCE N21 °22'00"W 50.17 FEET ALONG THE
NORTHEASTERLY RIGHT OF WAY LINE OF SAID HIGHWAY; THENCE 167.77
FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF
623.25 FEET, THE CHORD OF WHICH BEARS N29°04'43"W 167.27 FEET;
THENCE N78 °41'21 "E 56.53 FEET; THENCE N87°53'47"E 27.87 FEET;
THENCE S77°14'04 "E 33.01 FEET; THENCE S39°28'10"E 95.67 FEET;
THENCE S30°44'19"E 48.29 FEET; THENCE S24 °09'21 "E 33.65 FEET; .
THENCE S65 °50'39"W 126.23 FEET TO A POINT ON THE NORTHEASTERLY
RIGHT OF WAY LINE OF SAID HIGHWAY, THE POINT OF BEGINNING.
EXCEPTING THEREFROM THE SOUTHERLY 50 FEET OF EVEN WIDTH
MEASURED PARALLEL TO THE SOUTHERLY LINE OF SUBJECT PROPERTY.
COUNTY OF GARFIELD, STATE OF COLORADO
IMPROVEMENT LOCATION CERTIFICATE
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS
PREPARED FOR STEWART TITLE GUARANTY COMPANY, THAT IT' IS NOT A
LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT, AND THAT IT IS
NOT TO BE RELIED UPON FOR .THE ESTABLISHMENT OF FENCE, BUILDING,
OR OTHER FUTURE IMPROVEMENT LINES.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE
DESCRIBED PARCEL ON THIS DATE, AUGUST 21, 2013 EXCEPT UTILITY
CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF TEE PARCEL,
EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE
DESCRIBED :i,►: g`! 1*b Y,IMPRO VEMENTS ON ANY ADJOINING PREMISES,
EXCEPT 74e7 • T THERE IS NO APPARENT EVIDENCE OR
SIGN 0:: A, �• �, . y G OR BURDENING ANY PART OF SAID
PARC
MIC
FOR • •;•
e�
iso•
Wo
BOOKCLIF t,,�y,;;
CES .INC .
REGISTRATION NO. 36572
DATE: 9/12/13
PROJECT NO.
13067-01
SHEET 1
OF I
NDFHONS CPERMIT
B LCO 2_. 1 5 -3 5 2 7
Harvey/Nesbit,
arvey/Nesbit, l.. LC
Office Addition/IV1tn. Pest C:ontro
3758 Hwy 82
Glenwood Springs, CO
All ire+'OHL MUST COMPLY WI.).H THE 2009 IRC, iM�:, ICC, IFCI Ir=C IECC: AND
N'+,/'IANl.)F AC_..I.l)RERSI IIrlS_)._AL_LIMON SPEC1r ICAT IONS
PRIOR "ro COW: RUC ON, CONTACT LOCAL CAL FIRE DISTRICT FOR PERTINENT IFC
FpsEQ.UIPE::(11EN.I.S. FIRE DISTRICT FINAL APPROVAL REPORT IS REQUIRED FOR
FINAL/COMPLETION INSPECT -10N,,
PROVIDE AN ENGINEER WET SEALED, SIGNED, AND DATED LE [TER AUTHORIZING USE
OF THE UNSEALED STRUCTURAL. PLANS AT FOUNDATION INSPECTION.
L; LECJRIC.AI. PERMIT FTINCa & INSPECTIONS BY THE COLORADO STATE ELECTRICAL BOARD,
ELECTRICAL. ROUGH INTAPPROVAL IS REQUIRED PRIOR 1O FRAME INSPECTION
ELECTRICAL FINAL APPROVAL ROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION.
LOCKS, FA,TI:, HES AND LANDINGS PER 2009 IBC, SEC IC)N 1008
LIGHT AND VENTILATION PER 2009 IBC., CHAPTER 12.
c.
4r iWML d 1, y ,«r,raw
'�w1lu au Ji I,a,d'1�1 IE,
BLCO-2-15-3527
Harvey/ Nesbit LLC
Addition 4 3758 HWY 82, Glenwood Springs
iei put • LiolS L
0'OI'
0
t\iN
I Kenn e
X11 1111 -�
oIoz
0
0
N
slop
0
N
N
s.
508
;uoij
0 0
co ,1
� I
oloz J
0
O
M
aV
High Country ,
e
General Notes:
The purpose of these drawings is to graphically depict the general
nature of the work to be performed. The Contractor shall confirm
dimensions and select fabrication processes and techniques prior to
construction.
All construction and materials shall be in accordance with all
applicable codes, ordinances, laws, permits, and contract documents.
The contractor shall be responsible for the accurate placement of all
new construction.
The contractor shall confine his or her operations on the worksite to
those areas previously agreed on with the owner.
All materials stored on site shall be properly stacked and protected
to prevent damage and deterioration. Failure to protect material may
be cause for rejection of work.
The Contractor shall review locations of light fixtures and other
recessed ceiling and wall elements prior to framing for proper
placement of these items.
The contractor shall verify all field dimensions and conditions, and
shall notify the architect of any variations from those items shown
herein.
The jobsite shall be maintained in a clean, ordered condition, free of
debris and litter. The jobsite shall not be unreasonably encumbered
with any materials or equipment. Each subcontractor, immediately
upon completing each phase of his or her work, shall remove all
trash and debris as a result of his or her operation.
The contractor shall do all cutting, fitting or patching of his or her
work that may be required to make its several parts to fit together
properly. The contractor shall not endanger any other work by
cutting, excavating, or otherwise altering the total work or any other
part of it. All patching, repairing and replacing of materials and
surfaces cut or damaged in execution of work shall be done with
applicable materials so that surfaces replaced will, upon completion,
match surrounding similar surfaces.
Mechanical subcontractor shall be responsible for designing and
installing a code compliant heating and ventilation system. Plumbing
subcontractor shall be responsible designing and installing a code
compliant water, drain lines, and proper venting. Electrical
subcontractor shall be responsible for designing and installing a
code compliant electrical system.
The Contractor shall provide all necessary blocking, backing, and
framing for bathroom accessories, handrails, guardrails, electrical
fixtures, mechanical equipment, recessed items, and any other
items, as required.
The Contractor shall be responsible for arranging all necessary
inspections required by Garfield County prior to covering any such
portions of work.
Energy Compliance: (all values are minimum requirements)
Ceilings and Ceilings w/ raised trusses: R-40
Walls Above Grade: R-20
Walls Below Grade R-11
Floor over unheated spaces: R-11
Slab Edge, 36" insulated: R-10
Glazing Requirement: Double Glazing
HVAC Ducts: R-8
Air Leakage:
Exterior joints around windows and door frames, openings between
walls and foundations and between walls and roof/ceilings and
between wall panels, openings at penetrations of utility services
through walls, floor and roofs and all other similar types of openings
in the building envelope shall be caulked, gasketed, weather
stripped, or otherwise sealed to prevent in a manner approved by the
Building Official.
Vapor Retarder:
Vapor retarders shall be installed in all non -vented framed ceilings
and rafter spaces
RR TIE
wall.
N
78.4.1'21"
N 87'53'47" S 7775'D4"
EXISTING
FENCE
EXISTING
POWEI:UNE •
EXISTING
POWERUNE
= 15'2524"
R = 623.25
L = 167.77
CH = N 29'04'43" W
167.27
•14)"\ \ s
� •,,mom
WATEF3•.
crr-SPIGOT \ •
--POWERLiN£ ••
�J Z
o,\
• \
TIE TO W. 1/4 SEC. 26-�
S 16'54'15- w 854.35'
\
All drawings, plans, and specifications are instruments of service
provided by Jeff Johnson Architectural P.C. and remain the property
of the Architect. These instruments of service may not be reused
without written consent by Jeff Johnson Architectural P.C.
roof vent
flashing
11 7/8" Ivi ledger
simpson hanger
2x8 sloped overframing
5/8" sheathing
fully adhered membrane
EXISTING BUILDING
EXISTING
SHED ROOF
11
2x blocking
dbl top plate
New Ceiling:
painted finish
1/2" gypsum board
6 mil poly vapor barrier
1 j.. /8" ceiling rafter @ 16" o.c.
R-38 batt insulation
vented attic cavity
16-6%2"
soffit vent
existing beam
simpson hanger
2x blocking
2x top plate
New Exterior wall:
Furring/ Bearing wall:
painted -finish
1/2" gypsum board
2x6 studs at 16" o.c.
1/2" gap off
existing painted CMU wall
\--
thickened edge, see structural
epoxy and dowel per structural
existing foundation stem wall
EXISTING BUILDING
2x6 underframing
remove existing roof overhange
dbl. 2x10 header at new opening
"
EXIS
19'-5"
iNG S
New floor slab:
4" concrete, reinforced per
Structural requirements, over
4" free draining aggregate base course
epoxy paint with silica texture
ED RO
painted finish
5%2" 1/2" gypsum board
6 mil poly vapor barrier
2x6 stud wall at 16" o.c.
R-19 batt insulation
7/16" ext. grade plywd. sheathing
air & moisture barrier
1/2" wood siding panel
2" vertical battens @ 16" o.c.
painted to match existing
flashing
2x treated sill over sill sealer
thickened slab edge
2" rigid insulation
waterproofing
backfill
extend rigid insulation 24"
away from foundation
Building Section
scale: 3/8" = 1'-0"
New Ceiling:
Shallow furring wall:
painted finish
1/2" gypsum board
2x furring studs at 16" o.c.
attached to existing wall
sheathing after removing
exterior siding
New landing:
2x6 treated frame over new slab
5/8" plywood subfloor
epoxy paint with silica texture
II
II
I
painted finish
1/2" gypsum board
6 mil poly vapor barrier
11 7/8" ceiling rafter @ 16" o.c.
R-38 batt insulation
ventedattir_ cay.ttyi
extend exterior siding
and battens to underside of
existing roof deck
New Exterior wall:
0
4
thickened edge, see structural
epoxy and dowel per structural
existing foundation stem wall
East Elevation
Exterior Elevations
New floor slab:
4" concrete, reinforced per
Structural requirements, over
4" free draining aggregate base course
epoxy paint with silica texture
5%2"
painted finish
1/2" gypsum board
6 mil poly vapor barrier
2x6 stud wall at 16" o.c.
R-19 batt insulation
7/16" ext. grade plywd. sheathing
air & moisture barrier
1/2" wood siding panel
2" vertical battens @ 16" o.c.
painted to match existing
flashing
2x treated sill over sill sealer
thickened slab edge
2" rigid insulation
waterproo ng
fbackfill
Building Section
scale: 3/8" = 1'-0"
extend rigid insulation 24"
away from foundation
South Elevation
scale: 1/4"
1'0"
Shingles
Infill Existing Skylight:
remove existing exterior skylight
provide R-38 insulated 2x infill framing,
new roof sheathing, ice & water shield,
and shingles to match I
J
TPO membrane
co
lower
roof
Attic Ventilation Summary:
Vented Roof: 355 SF
Required net sq. in. 170 sq. in.
(355/300) "144)
eave vents: 60 sq. in.
roof vents: 120 sq. in.
Provided net sq. in. 180 sq. in.
*
r
iV
=a
built up overframing along
high wall and cut into existing adjacent slope
to create new valley line to provide drainage
away from high wall
roofing at new overframing to be seamless
white 35 mil TPO membrane with 8"
overlap along valley line
fully adhere membrane to 7/16" plywood sheathing
and extend 12" minimum above vertical wall face,
with termination bar and counterflashing
shed roof above
20'-0"
existing wall line
11-.1---=11 li II - I I II II II I
�; a II II II ii I
�1 JI^_Liroof inq bAre� _ ____n___II ` II II I II II I
lm II III I it II i
II 8 I I I I 01 ,,��I I Il I
II c to faske t
01
8 s emt
rn
11C01I I I
11 ' 1 1 I I
II .- I I 1
11a @II d ldiiti r
11 m ml
_-= II I I I
11 0 V I roof II
II' CC i I I
11
Jj,:I 1 1 1
11� -Cl2I 1 I 1
11 43 til 1 I I
II 0 •-I I 1 1
I117 '- I i 1 I
il. at 1 i 1
iIJ al 1 i I
= II> NI I 1 1
11J XI 1 1 1
--_ II= 01 I I I
--- liC0 I 1 I 1
iii. I 1 I I
====11r
I I I I
iI' I l 1 I
11 1 1 1 1
1
11 11 6 Soffit vents( - 101sq. ih.edch �I 60 sq. in. Ii II
II II II II 11 I II II II II iI IiII 11
II 11 Il II II 11 II II 11 II 11 It 11
20'-1Y21.
N
Roof Plan
scale: 3/16" = 1'-0"
20'-0%2"
ti
Section Notes
1. All framed walls, floors and roof/ceiling compromising elements of the
building thermal envelope shall be provided with moisture control.
2. Locations subject to decay damage require the use of an approved
species and grade of lumber, pressure preservatively treated or decay
resistant.
3. Foundation walls that retain earth and enclose habitable or usable
spaces located below grade shall be dampproofed.
Roof Plan Notes
1. Enclosed attics and enclosed rafter spaces covered with a ceiling
membrane shall be ventilated.
2. Complying attic access shall be provided for buildings with
combustible ceilings or roof construction.
3. Provide gutter and downspout assemblies.
4. Retain existing roof overhang.
Grading Notes:
1. Adequate precaution shall be taken to insure proper compactness of
backfill around piping without damage to such piping. Backfill shall
be free of rocks, concrete or other rubble which may damage or
break pipe and should be placed in the trench in 6" layers. Suitable
precautions shall be taken to insure permanent stability for pipe laid
in filled or made ground.
2. Provisions shall be made for the control and drainage of water
around the building. Grade so as to drain surface water away
from foundation walls. The top of the foundation wall shall set at an
elevation to provide grade that shall fall a minimum of 6 inches
within the first 10 feet
3. All concrete for site elements shall be mixed and placed in
accordance with ACI 318 latest edition, shall develop a minimum
compressive strength of 3,500 PSI at 28 days, and shall be fiber
reinforced.
4. Contractor shall coordinate the site earthwork with the foundation
design for over excavation and structural fill placement under the
building foundation if required.
6'-4"
5'-111/2"
Exis
ng Door
3'-0"
4'-9"
XISTING WALL
II II
�I
Ii II
II II � � II
---�F--�-r
J
L.
J
L
`
1 I)
I 1,
1,
I
J
6'-7"
2"
Q `9
o
z
k
W
Infill Window:
remove existing exterior window
provide insulated 2x Infill framing,
new wall sheathing and patch
area exposed to exterior to match
existing finish
3,-3"
provide framing similar to
new door ending as
block o to enclose
existing plumbing popes
M„
Furring/ Bearing wall:
19'-5"
painted finish
1/2" gypsum board
2x6 studs at 16" o.c.
1/2" gap off
existing painted CMU wall
Shallow furring wall:
0
M
painted finish
1/2" gypsum board
2x furring studs at 16" o.c.
attached to existing wall
sheathing after removing
exterior siding
Abandoned drain:
r - remove existing drain cover plate,
expose drain line and cap
-' 6" below new floor slab
elevation
355 SF
EXPANDED OFFICE
New opening:
remove existing exterior window
assembly, maintain one side of
existing opening framing studs and
remove -extend opening width to 3'-0"
provide 2ply minimum 2x10 header above
New :
2x6 treated landingframe over new slab
5/8" plywood subfloor
epoxy paint with silica texture
existingo
3'-0%2"
M
concrete edge
New floor slab:
4" concrete, reinforced per
Structural requirements, over
4" free draining aggregate base course
epoxy paint with silica texture
Repurposed Window opening:
frame opening in new wall for
2'-0" wide by 3'-0" high single
hung window repurposed from
adjacent wall
New door.
3'-0" wide by 6'-8" high
9'-9"
5/8" plywood subfloor
epoxy paint with silica texture
20'-1%2"
r 2'-0" /
5,-4"
existingt
New Exterior wall:
see description above
New concrete egress landing
N
EDAddition Plan
scale: 3/8" = 1'-0"
New Exterior wall:
pane• ns
1/2" gypsum board
6 mil poly vapor barrier
2x6 stud wall at 16" o.c.
R-19 batt insulation
7/16" ext. grade plywd. sheathing
air & moisture barrier
1/2" wood siding panel
2" vertical battens @ 16" o.c.
painted to match existing
existing retaining wall line
335 sq. ft.
Johnson Carter
Architects, P.C.
Jeffrey Scott Johnson
136 East Third Street
Rifle, CO 81650
(970) 625-0580 phone
(970) 625-0581 fax
www.jcarchitectspc.com
Copyright 2015
0
• Fa
0
Permit Set
Construction
Addition
Working
Drawings
Date: 02-05-15
1501 E-02-05-15
Al
[
1
-,f
}i 41 it iI
South Elevation
scale: 1/4"
1'0"
Shingles
Infill Existing Skylight:
remove existing exterior skylight
provide R-38 insulated 2x infill framing,
new roof sheathing, ice & water shield,
and shingles to match I
J
TPO membrane
co
lower
roof
Attic Ventilation Summary:
Vented Roof: 355 SF
Required net sq. in. 170 sq. in.
(355/300) "144)
eave vents: 60 sq. in.
roof vents: 120 sq. in.
Provided net sq. in. 180 sq. in.
*
r
iV
=a
built up overframing along
high wall and cut into existing adjacent slope
to create new valley line to provide drainage
away from high wall
roofing at new overframing to be seamless
white 35 mil TPO membrane with 8"
overlap along valley line
fully adhere membrane to 7/16" plywood sheathing
and extend 12" minimum above vertical wall face,
with termination bar and counterflashing
shed roof above
20'-0"
existing wall line
11-.1---=11 li II - I I II II II I
�; a II II II ii I
�1 JI^_Liroof inq bAre� _ ____n___II ` II II I II II I
lm II III I it II i
II 8 I I I I 01 ,,��I I Il I
II c to faske t
01
8 s emt
rn
11C01I I I
11 ' 1 1 I I
II .- I I 1
11a @II d ldiiti r
11 m ml
_-= II I I I
11 0 V I roof II
II' CC i I I
11
Jj,:I 1 1 1
11� -Cl2I 1 I 1
11 43 til 1 I I
II 0 •-I I 1 1
I117 '- I i 1 I
il. at 1 i 1
iIJ al 1 i I
= II> NI I 1 1
11J XI 1 1 1
--_ II= 01 I I I
--- liC0 I 1 I 1
iii. I 1 I I
====11r
I I I I
iI' I l 1 I
11 1 1 1 1
1
11 11 6 Soffit vents( - 101sq. ih.edch �I 60 sq. in. Ii II
II II II II 11 I II II II II iI IiII 11
II 11 Il II II 11 II II 11 II 11 It 11
20'-1Y21.
N
Roof Plan
scale: 3/16" = 1'-0"
20'-0%2"
ti
Section Notes
1. All framed walls, floors and roof/ceiling compromising elements of the
building thermal envelope shall be provided with moisture control.
2. Locations subject to decay damage require the use of an approved
species and grade of lumber, pressure preservatively treated or decay
resistant.
3. Foundation walls that retain earth and enclose habitable or usable
spaces located below grade shall be dampproofed.
Roof Plan Notes
1. Enclosed attics and enclosed rafter spaces covered with a ceiling
membrane shall be ventilated.
2. Complying attic access shall be provided for buildings with
combustible ceilings or roof construction.
3. Provide gutter and downspout assemblies.
4. Retain existing roof overhang.
Grading Notes:
1. Adequate precaution shall be taken to insure proper compactness of
backfill around piping without damage to such piping. Backfill shall
be free of rocks, concrete or other rubble which may damage or
break pipe and should be placed in the trench in 6" layers. Suitable
precautions shall be taken to insure permanent stability for pipe laid
in filled or made ground.
2. Provisions shall be made for the control and drainage of water
around the building. Grade so as to drain surface water away
from foundation walls. The top of the foundation wall shall set at an
elevation to provide grade that shall fall a minimum of 6 inches
within the first 10 feet
3. All concrete for site elements shall be mixed and placed in
accordance with ACI 318 latest edition, shall develop a minimum
compressive strength of 3,500 PSI at 28 days, and shall be fiber
reinforced.
4. Contractor shall coordinate the site earthwork with the foundation
design for over excavation and structural fill placement under the
building foundation if required.
6'-4"
5'-111/2"
Exis
ng Door
3'-0"
4'-9"
XISTING WALL
II II
�I
Ii II
II II � � II
---�F--�-r
J
L.
J
L
`
1 I)
I 1,
1,
I
J
6'-7"
2"
Q `9
o
z
k
W
Infill Window:
remove existing exterior window
provide insulated 2x Infill framing,
new wall sheathing and patch
area exposed to exterior to match
existing finish
3,-3"
provide framing similar to
new door ending as
block o to enclose
existing plumbing popes
M„
Furring/ Bearing wall:
19'-5"
painted finish
1/2" gypsum board
2x6 studs at 16" o.c.
1/2" gap off
existing painted CMU wall
Shallow furring wall:
0
M
painted finish
1/2" gypsum board
2x furring studs at 16" o.c.
attached to existing wall
sheathing after removing
exterior siding
Abandoned drain:
r - remove existing drain cover plate,
expose drain line and cap
-' 6" below new floor slab
elevation
355 SF
EXPANDED OFFICE
New opening:
remove existing exterior window
assembly, maintain one side of
existing opening framing studs and
remove -extend opening width to 3'-0"
provide 2ply minimum 2x10 header above
New :
2x6 treated landingframe over new slab
5/8" plywood subfloor
epoxy paint with silica texture
existingo
3'-0%2"
M
concrete edge
New floor slab:
4" concrete, reinforced per
Structural requirements, over
4" free draining aggregate base course
epoxy paint with silica texture
Repurposed Window opening:
frame opening in new wall for
2'-0" wide by 3'-0" high single
hung window repurposed from
adjacent wall
New door.
3'-0" wide by 6'-8" high
9'-9"
5/8" plywood subfloor
epoxy paint with silica texture
20'-1%2"
r 2'-0" /
5,-4"
existingt
New Exterior wall:
see description above
New concrete egress landing
N
EDAddition Plan
scale: 3/8" = 1'-0"
New Exterior wall:
pane• ns
1/2" gypsum board
6 mil poly vapor barrier
2x6 stud wall at 16" o.c.
R-19 batt insulation
7/16" ext. grade plywd. sheathing
air & moisture barrier
1/2" wood siding panel
2" vertical battens @ 16" o.c.
painted to match existing
existing retaining wall line
335 sq. ft.
Johnson Carter
Architects, P.C.
Jeffrey Scott Johnson
136 East Third Street
Rifle, CO 81650
(970) 625-0580 phone
(970) 625-0581 fax
www.jcarchitectspc.com
Copyright 2015
0
• Fa
0
Permit Set
Construction
Addition
Working
Drawings
Date: 02-05-15
1501 E-02-05-15
Al
THIS SHEET
r------------------- -------------------
4' CONCRETE SLAB REINFORCED WITH W6 -W6 6/6
W.W.M. SUPPORTED ONSUITABLE CHAIRS AT
CENTER OF SLAB. SLAB TO BE PLACED ON4"OF
GRANULAR FILL COMPACTED TO 95% SPD.
SUBGRADE TO BE COMPACTED TO 95% SPD AT
OPTIMUM MOISTURE (f2%) CONTROL JOINTS TO BE
3/4' DEEP SAW -CUTS AT 10'o/cEW. NOM. FLOOR
SLAB FINISH TOBESTEEL TROWEL AND FLATNESS
TO BE F30/F20 LOCAL AND F45✓F30OVERALL.
cn
m
m
3'-4"
3'-O"
I
c5(E) BU/LDING----1I DETA/L-1
20=0"
13=8"
FOUNDATION PLAN
SCALE. 1/4"= 1=0"
DETAIL -2
#5 T&B CONT
w/#3 TIES AT 18'c%
WWM TYP.—\
a �-
#5DIAG.
AT 18' o/c
FIN. GRADE
N
RIGID
INSULATION
INSULATION TYP.
(E) BUILDING
I
rJ L1
L___J
DETAIL -3
DETAIL -2
#5DOWELS AT
48"o/c EPDXY
INTO (E) FOUNDATION
"CONT
EXP JOINT
(E) FOUNDATION—r—
STRUCTURAL DESIGN CRITERIA
THE DESIGN CRITERIA AND CODES FOR THIS PROJECT ARE AS FOLLOWS.
BALCONYL/VELOAD = 100PSF(2009/BC)
WOOD & TIMBER = A/TCAND NDS LATEST ED/T/ONS
STRUCTURES HAVE NOT BEEN ANALYZED
FOR STABILITY DURING CONSTRUCT/ON
REINFORCED CONCRETE NOTES
1. REINFORCED CONCRETE SHALL BE DESIGNED, MIXED AND PLACED IN
ACCORDANCE WITH THE LATEST EDIT/ON OF THE ACI CODE AND APPLICABLE
ASTM STANDARDS PLACEMENT OF CONCRETE IN COLD WEATHER SHALL MEET
THE RECOMMENDATION OFACI 306, AND ACI 305FOR HOT WEATHER
CONCRETE PLACEMENT.
2 ALL REINFORCING BARS BEING PLACED BY THE CONTRACTOR, #4 OR
LARGER, SHALL BE NEW GRADE 60 DEFORMED BARS. #3 SHALL BE GRADE 40
DEFORMED BARS, WHICH CONFORM TOASTM A615
3. REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN ANY
MANNER WHICH WOULD BE INJURIOUS TO THE STEEL. BARS WITH KINKS OR
BENDS NOT SHOWN ON THE BAR BENDING DIAGRAMS SHALL NOT BE PLACED.
THE USE OFHEAT TO STRAIGHTEN OR BEND REINFORCING STEEL WILL NOT
BE PERMITTED UNLESS SPEC/FICALL YAPPROVED BY THE ENGINEER
REINFORCING BARS SHALL BE PROPERLY SUPPORTED, TIED, ANDIOR
ANCHORED TO PREVENT DISPLACEMENT. MINIMUM LAP SPLICES SHALL BE(32)
BAR DIAMETERS U.N.O. ANY EMBEDDED ITEMS NOT SHOWN ON THESE PLANS
SHALL NOT BEPLACED IN CONCRETE WALLS, BEAMS, OR OTHER STRUCTURAL
MEMBERS WITHOUT PRIOR APPROVAL.
4 CONCRETE FOR THE PROJECT SHALL BE AS FOLLOWS'
ASTM C-150 TYPE//l/PORTLAND CEMENT WITHA WATER/CEMENT RATIO (W/C)
NOT TO EXCEED 050, ANDA MINIMUM COMPRESSIVE STRENGTH ASFOLLOWS-
FOUNDATION AND FLOOR SLAB ELEMENTS = 3,000 PSI
ALL CONCRETE SHALL CONTAIN50% (± t0%) ENTRAINED AIR AT THE
POINT OF PLACEMENT AIR ENTRAINING AGENT SHALL BESHOWN IN
THE DESIGN MIX CONCRETE SHALL BE MIXED IN APPROVED TRANSIT
MIXERS MAX/MUM ELAPSED TIME FROM THE TIME THAT WATER IS
ADDED TO THE MIX UNTIL THE CONCRETE IS DEPOSITED IN THE
WORK SHALL NOT EXCEED 90 MINUTES ONLY THOSE ADMIXTURES
SPECIFIED /N THE CONTRACTORS MIX DESIGN SUBMITTAL SHALL BE
USED. CONCRETE SHALL BE MIXED FOR NOT LESS THAN 70 NOR
MORE THAN 100REVOLUTIONS ATM/XING SPEED PRIOR TO
PLACEMENT. NOM MAX SLUMP SHALL NOT EXCEED 4"
5 ENGINEER'S PRIOR APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS
6. UNLESS OTHERWISE NOTED, THE MINIMUM CLEAR DISTANCE BETWEEN THE
FACE OF CONCRETE AND THE OUTSIDE OF THE REINFORCING BARS SHALL BE 1"
7 CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS SHALL BE LOCATED
TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE AND THE LOCATION
MUST BE APPROVED BY THE ENGINEER
8. BEFORE ANY CONCRETE IS PLACED, APPLICABLE DRAWINGS SHALL BE
CHECKED TO DETERMINE THA TANCHOR BOLTS, EMBEDDED STEEL, PIPING,
CONDUITS, GROUNDING WIRES, OPEN/NGS, ETC. ARE PROPERLYPLACED
9. LATERAL SUPPORT SHALL BE PROVIDED FOR ALL WALLS DURING
BACKFILLING AND CONSTRUCTION OPERATIONS
10. FOR CATHODIC PROTECTION, ALL UNDERGROUND CONCRETE WITH
EMBEDDED PIPING OR INSERTS WHICHAREA PART OF THE PIPING SHALL
HAVE MINIMUM OF 1-1/2" CLEARANCE BETWEEN REBARS AND SUCHINSERTS
ANCHOR BOLTS SHALL BE SET WITH TEMPLATES.
11. ANCHOR BOLT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF
ASTM A307 OR ASTM A36. MATERIAL FOR ANCHOR BOLTS SHALL BE AS
INDICATED ONA PARTICULAR DRAWING. IF NO MATERIAL IS SPECIFIED ASTM
A-307 SHALL BE USED. ANCHOR BOLTSAND OTHER PROJECTING EMBEDMENTS
SHALL BE SET WITH TEMPLATES OR OTHER APPROVED METHODS TO PREVENT
DISPLACEMENT DURING CONCRETE PLACEMENT.
12 WELDING OF REINFORCING, PIPE SLEEVES, ETC TO ANCHOR BOLTS WILL
NOTBEPERMITTED UNLESS OUTLINED ELSEWHERE IN THESE NOTES
13. ALL EXPOSED UNFORMED CONCRETE SURFACES SHALL BE OF UNIFORM
FINISH AND COLOR ALL FORMED SURFACES SHALL HAVEDEFECTSAND
BLEMISHES PATCHED AND REPAIRED INA WORKMAN LIKE MANNER
14. WELDED PLAIN WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL
CONFORM TOASTM A185
15 WHERE ALLOWED ON THE PLANS SLABS ON GRADE(SOG) MAYBE
REINFORCED WITH SYNTHETIC FIBER ADDIT/VECONTAINING A MINIMUM OF 1.5
LBS OF COLLATED, FIBRILLATED POLYPROPYLENEFIBERSPER CUBIC YARD OF
CONCRETE AND THOROUGHL YM/XED INACCORDANCE WITH THE
MANUFACTURERS DIRECTIONS
16. SPLICES IN REINFORCING STEEL SHALL BE/NACCORDANCE WITH DETAILS
SHOWN ON THE DRAWINGS OR INACCORDANCE WITH THE ACI DETAILING
MANUAL (LATEST ED.). LOCATION OF SPLICES NOT SHOWN ON THEDRAWING
SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER MINIMUM LAP
SPLICE LENGTHS FOR REINFORCING BARS SHALL BEINACCORDANCE WITH
ACI SP-66AC1 DETAIL INC MANUAL LATEST EDITION UNLESS OTHERWISE
SHOWN ON THE DESIGN DRAWINGS
17. WHEN CALLED FOR ON THE PLANS BASEPLATES, OR STEEL BEAMS
RESTING ON CONCRETE OR MASONRY FOUNDATIONS SHALL RECEIVEA MIN
OF 1" STRUCTURAL NON -SHRINK GROUT UNLESS OTHERWISE NOTED ON THE
DESIGN DRAWINGS STRUCTURAL GROUT SHALL HAVE MIN/MUM
COMPRESSIVE STRENGTH OF 5000 PSI AT28 DAYS ALL GROUT SHALL BE
MASTER BUILDERS CO. OR APPROVED EQUAL.
18. FOOTINGS HAVE BEEN SIZED INACCORDANCE WITH THE EARTH
ENGINEERS, INC REPORT INDICATING MINIMUM ALLOWABLE BEARING
PRESSURE OF 1,500 PSE (REFERENCE JAMES JACKSON REMEO, P.E. DRAWING
S-1 DATES 5/4/09).
WOOD FRAMING NOTES
1. ALL WORK WITH MANUFACTURED AND SAWN DIMENSIONAL LUMBER SHALL CONFORM
TOA.L TC. ANDN.D.S LATEST EDITIONS NON-BEARING WALL STUDS, EXCEPT LAM.
STUDS MAYBE HEM -FIR #2 UNLESS OTHERWISE NOTED ON THE DRAWINGS BEARING
WALLS, SAWN TIMBERS, POSTS, LAM STUDS, JOISTS AND RAFTERS 31/2"AND LARGER
SHALL BE HEM -FIR U.N.0.. BEARING WALLS SHALL BE2x6AT 16" o/c WITH DBBL.
TOP PLATE U.N.O.. DOUBLE TRIMMERS SHALL BE INSTALLED AT ALL STRUCTURAL
HEADERS LOAD BEARING HEADERS SHALL BE (3)-2x10x6'MAX. SPAN WITH CONTINUOUS
PLYWOOD SPACERS U.N.O. ON THE DESIGN DR4WINGS MINIMUM NAILING SHALL BE IN
ACCORDANCE WITH NDS TABLES ALL EXPOSED FRAMING AND WOOD MEMBERS IN
DIRECT CONTACT WITH CONCRETE ELEMENTS SHALL BE TREATED PER NDS, OR
PROTECTED WITHA MOISTURE BARRIER WOOD TREATMENT METHOD SHALL BE
COMPAT/BLEWITH THE ANCHOR SYSTEM USED WITH THE TREATED WOOD MEMBERS
2 INSTALLATION OF ALL FRAMING AND CONNECTIONS SHALL BE DONE IN
ACCORDANCE WITH THE NATIONAL DESIGN STANDARDS (NDS) LATEST EDITION.
INSTALL SHIMS AND EDGE CLIPS AS REQUIRED. ALL PLATE CONNECTORS SHALL
BE AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY OR APPROVED EQUAL
FOR ALL JOISTS, RAFTERS, TRUSSES, BEAMS, AND COLUMNS FOR APPROPRIATE
SIZE AND STYLE PLATE CONNECTORS SHALL BE INSTALLED WITH NAIL SCE AND
NUMBER FOR MAXIMUM FORCE.
3. NOTCHING OR CUTTING OF STRUCTURAL MEMBERS IS PROHIBITED UNLESS
SPECIFICALL YSHOWNAND DETAILED ON THE DRAWINGS
4. MANUFACTURED WOOD PRODUCTS SHALL BEHANDLEDAND INSTALLED IN STRICT
ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. ALL BEAR/NG LENGTHS,
BLOCKING, HANGERS, CONNECTORS, NA/LING STIFFENERS, ETC. SHALL MEET THE
REQUIREMENTS OF THE MANUFACTURER.
5 ALL WOOD FRAMEWALLS SHALL BE CONTINUOUSL YSHEATHED WITH 7/16"OSB
SHEATHING NAILED WITH 8d GAL V NAILS AT 6"o/cATALL EDGES AND 12" o/c IN
THE FIELD. SHEAR WALLS WHERE CALLED FOR SHALL BE NA/LED WITH 10d GAL V
NAILS AT3"a/cATALL EDGES AND 6"AT INTERMEDIATE FRAMING BLOCK ALL
EDGES OF SHEATHING ON SHEAR WALLS FLOORDIAPHRAGMS SHALL CONSIST OF
3/4" MG CD PL'WOOD OR BETTER PLYWOOD SHALL BE INSTALLED WITH GLUE AND
NAILS
6 GLUED -LAMINATED MEMBERS SHALL BEDFL 24F -V4 OR BETTER, UNLESS NOTED
OTHERWISE ON THE DESIGN DRAWINGS
7 BEAM DEFLECTION SHALL BE LIMITED TOL/360 UNLESS OTHERWISE NOTED ON
THE DESIGN DRA WINGS. TJI DEFLECTION TO BE LIMITED TO 12480
8. MIL TI -PL YL VL BEAMS SHALL BE CONNECTED TOGETHER IN SUCHA MANNER THAT
A COMPOSITE BEAM IS ACHIEVED. MANUFACTURERS DIRECTIONS AND INSTRUCTIONS
SHALL BE FOLLOWED. COMPOSITEL VL BEAMS TO BE20EMINIMUM
ALL LVL BEAMS SHALL BE 1.75"x DEPTH SHOWN.
.9. WOOD PLATES SHALL BEANCHORED TO THE FOUNDATION AND SHALL BE
FOUNDATION GRADE REDWOOD, OR PRESSURE TREATED HEM FIR, AND SHALL
BEANCHORED WITH 5/8"0'x 10" EMBEDMENT ANCHOR BOLTS SPACED NOT
MORE THAN 48"ON RUNS, AND NOT MORE THAN 6"FROM CORNERS, AND ALL
PLATE ENDS INCLUDING BUTT SPLICES.
10. PROVIDE SOLID BLOCKING, INCLUDING WEB STIFFENERS AT TJ//s, BETWEEN
ALL JOISTSAND RAFTERS AT BEARING POINTS PROVIDE RIM JO/STS OF EQUAL
DEPTH AT THE PERIMETER OF ALL JOIST/RAFTER FRAMING TO INCLUDE
OPEN/NGS
11. FABRICATED METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNED FOR
THE LOADS SPECIFIED AND SHALL CONFORM THE THE REQUIREMENTS OF THE
TRUSS PLATE INST/TUTE(TPI). CONNECTOR PLATES SHALL BEIBCOAPPROVED
WITHA MINIMUM SIZE OF 3"x5". ALL CHORD MEMBERS SHALL HAVE LUMBER
GRADE STAMPS ALL WEB MEMBERS SHALL BE OF THE SAME GRADEAS THE
CHORDS WITH ATLEAST 50 PERCENT OF THE WEB MEMBERS HAVING GRADE
STAMP TRUSSDESIGNAND DETAILS SHALL BE CERTIFIED BY PROFESSIONAL
ENGINEER REGISTERED IN THE STATE OF COLORADO. TRUSS MANUFACTURER
SHALL PROVIDE TRUSS DETAIL DRAWINGS SHOWINGASA MIN/MUM THE
MEMBER SIZES, LOCATIONS, GRADES, CONNECTIONS, BEARINGS, LOADS,
REACTIONS, AND ERECTION PLANS WITH TEMPORARY BRACING AND HANDLING
REQUIREMENTS.
12 ALL CONNECTIONS REQUIRING LEAD HOLES, PILOT HOLES. SCREWS, LAG
SCREWS, ETC, SHALL CONFORM TO NDS COUNTERSINKING IS NOT PERMITTED
WITHOUT APPROVAL. NOTCHING OF STRUCTURAL WOOD MEMBERS SHALL
CONFORM TO NOS STANDARDS
13. PROVIDE SUFFICIENT WIDTH OF SAWN POSTS OR LAMINATED STUDS FOR AT
LEAST 4'M/N/MUMBEARING ATALL BEAMS AND AT BEAM SPLICES U.N.O.. ALL
MUL TI -PLY (LAM.) STUD POSTS SHALL BE NAIL/GL UE LAMINATED.
NOTE'
UPON RECEIPT OF THIS DRAWINGS THE CONTRACTOR/BUILDER SHALL MAKEA THOROUGH AND
DETAILED REVIEW OF ALL ELEMENTS OF THIS DRAWING AND NOTE ANY DISCREPANCIES, CONFLICTS,
ERRORS, OMISSIONS, OR OTHER IRREGULARITIES, AND PROMPTL YREPORTANYSUCHFINDINGS TO
THEOWNERAND THE ENGINEER PRIOR TO ANY PROCUREMENT, FABRICATION OR CONSTRUCTION
0' 8' 16' 32' 64'
11 1 1 1 1 1 l_I1IL11Il� 1 1 1 1 1.1_1 1 I I T I I I I
Graphic Scale
DO NOT SCALE DRAWING FOR COMMERCIAL OR CONSTRUCTION PURPOSES
Centimeters Inches Tenths
111111111
111111111
111111111
'11
'11
'11111
ELECIRGW/C DAM /NTERCHANCE Nona:
/Ns NOW Wit NOT HE lifillOWD MOM na' MOOG
t t: t/ l ham•
t
zz
1.L
0
w
0
w
a:
w
w
w
C4
DRAWING NUMBER
DRAWING NUMBER
DRAWING NUMBER
0
w
oc
0
z
w
0
A
04 FEB 2015
30 JAN 2015
ISSUED FOR CONSTRUCTION
ISSUED FOR APPROVAL
NUMBER
DATE
REVISION DESCRIPTION
ENGINEERS SEAL
CM • STRIZ1LR4L
RIFLE, COLORADO
970— 625-2774
A.S.C.E.
N.S.P.E.
CC.E.C.
DRAWING ISSUE STATUS
APPROVED FOR
CONSTRUCTION
15-ATE1 04 FEBRUARY 2015
MOUNTAIN PEST CONTROL
BUILDING ADDITION
DRAWN:
CHECKED:
ACAD2015 01/15
SAK
APPROVED:
SCALE.-
1/4" = 1'-0"
FOUNDATION PLAN
AND DETAILS
CAD FILENAME
PROJECT NUMBER:
GLENWOOD SPRINGS, COLORADO
S1.1