HomeMy WebLinkAboutPlans Approved 5.25.2012N
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GRAVEL DRIVE
BOULDER
RET. WALLS
BO DER
RETA NTNG ALL
SITE ELEV.= MAIN L.ELEV.
6051.5' =114'-6"
ED 2 -STORY G
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TONY MAJOR
ARCHITECT
556 Jacobs Place,
Carbondale, CO 81623
970 618-6256
tjmajormail@gmail.com
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TONY MAJOR
ARCHITECT
556 Jacobs Place,
Carbondale, CO 81623
970 618-6256
tjmajormail@gmail.com
A2.2
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PLATE
124'-6"
MAIN LEVEL
sf 114'-6"
4 PLATE
1 1 3'-3"
4 LOWER LEVEL
100'-0"
(°)
EAST ELEVATION
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MAIN LEVEL
1 1 4'-6"
46 PLATE
113'-3"
1
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Exterior Materials Legend
Wall Materials:
1 . Painted hardboard siding- color &pattern#1
2 Painted hardboard siding- color &pattern#2
3. Exposed concrete foundation wall
4 . Stained wood siding
Beams &Columns
1 1 . Exposed painted steel beam -see structural
1 2. Exposed painted steel column -see structural
1 3. Exposed concrete column base -see structural
Trim
2 1 . 1x stained cedar fascia -see details
22. Stained2x woodtrimto match depth of stl.beam
23. Stained 1 x6 wood trim
Roofing
31 . Asphalt shingle roofing
32. Continuous integral sheet metal gutter- see details
33. Downspout finished to match adjacent material
34. Pre -finished s.m. flashing to match roofing
Misc.
4 1 . Indicates finished grade
42. Indicates existing grade
43 . Stone retaining wall
4 4 . Foundation -see structural drawings
45. Garage doors -see schedule
4 6 Gravel dr iveway -see site plan
Note: -All exterior materials shall have a flamespread index of 25 or less (class 1 )
-All exterior wood shall be listed and tested for exterior use.
-All exposed flashings shall be finished to mat chthe adj acent material u.n.o.
A, LOWER LEVEL
100'-0"
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NORTH ELEVATION
3/16"=1'-0"
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TONY MAJOR
ARCHITECT
556 Jacobs Place,
Carbondale, CO 81623
970 618-6256
tjmajormail@gmail.com
A3 .2
5
12
ROOF SYSTEM #1 .
WALL SYSTEM #1 .
GRAVEL DRIVE
RETAINING WALL
BEYOND
ti. -----
STEEL COLUMN
ON CONC BASE
-SEE STRUCT..
CONC. FOOTING
-SEE STRUCT.
CROSS SECTION
1/4"=1'-0"
FOUNDATION
-SEE STRUCT.
FOUND. DRAIN
PER SOILS REPORT
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2-1 7-1 1
TONY MAJOR
ARCHITECT
556 Jacobs Place,
Carbondale, CO 81623
970 618-6256
tjmajormail@gmail.com
A4.1
Window Schedule
Wnd. Sym b.
Location
Type
I.C. size Wx H
Head Height
Head
Jamb 1
Sill
Notes
A
Storage
Fixed
10' -OR x 6'-0'
9'-0" -
3'-6 x 9"-0"
-
Re -use existing
B
Storage
Fixed
10'4' x 88' -Or
8'-0"
Exterior
3'-O" x 8'-O'
Re -use existing
C
Storage
Fixed
'-8" x 6'-0'
8'-O"
Solid Core
Interior
3'-0' x 8'-0"
Re -use existing
D
Garage
Fixed
9'-3" x 6'-0'
8"-0"
Garage
Solid Core
Overhead Garage Door
Re -use existing
E
Garage
Fixed
10'4" x T-0'
10"-0'
Re -use existing
F
Garage 8, Storage
Fixed
6'-6" x 5'-O"
8'-0"
Re -use existing
G
Storage
Fked
4'-O" x 2'-O'
8'4'
Re -use existing
H
Storage
Fixed
4'-O" x 4'-O'
8'-O'
Re -use existing
T
Notes: See elevations for divided lite patterns and operation
Re -use existing windows provided bythe owner. Field verify all sizes prior to framing
Door Schedule
Door Symb.
Location
Door Type
Frame Type
Wx H Size
Hardware 1
Head
Jamb
Sill
( Notes
1
Storage
Solid Core
Exterior
3'-6 x 9"-0"
Re -use existing verify exact ste
2
Storage
Solid Core
Exterior
3'-O" x 8'-O'
3
Storage
Solid Core
Interior
3'-0' x 8'-0"
20 minute rating
4
Garage
Solid Core
Overhead Garage Door
12'-0"x 8'-0"
Nate: See elevations for divided lige patterns
All exit doors shall be remain unlocked during business hours, and require no special knowledge to operate
All door frames to match head heights of adjacent windows where applicable
ROOF SYSTEM #1
1 x CEDAR TRIM
1 x8 CEDAR
FASCIA
1
PLATE
SEE SEC- T.
WALL SYSTEM #1
TYPICAL ROOF EAVE
1 1 /2"=1'-0"
GG IR D)
5 1 /2°
WALL SYSTEM #1
FLOOR SYSTEM #1
CONT. FLASHING
MAIN LEVEL
SEE SECTION.
B .O .JOIST S
SEE SECTION
0 "
0
WALL SYSTEM #2
MEBRANE
WATERPROOFING
W.DRAIN BOARD
FLOOR @FOUND.WALL
1 1 /2"=1'-0"
3
r
51/2"
WALL SYSTEM #1
FLOOR SYSTEM #1
EXPOSED PAINTED
STEEL BEAM
-SEE STRUCT.
MAIN LEVEL
SEE SECT.
O
B.0JOISTS
SEE SECT.
STEEL BM.BEYOND
-SEE STRUCT.
FLOOR @GARAGE COL.
1 1 /2"=1'-0"
Construction Syst ems Legend
Roof System#1 : Gable Roof
* Class A aspalt shingle roofing- see elevations
* Hightemperature roofing underlayment- see spec
* 5/ 8"OSB plywood sheathing
* Roof framing- see structural
* No insulation- space unheated
* Ceiling open t o trusses
*
Prefinished metal slip sheet w. j o int s as shown
* Pre -finished gutter system- see elevations
* Open wood soffit
Wall System #1 : Siding o n Framing
* Siding - see elevations
* Tyvek housewrap w/ taped seams
* 1 / 2"OSB plywood sheathing
* 2x6 stud framing see structural
* No insulation- space unheated
* Open stud framing on interior
Wall System# 2 Exposed Concrete
* Concrete foundation wall- see structural
* Exposed concrete wall inside, painted outside
* 1 1r2"min. rigid foam insulation outside below grade
* Membrane waterproofing &drainage board below grade
* Damproofing elesewhere below grade
* Concrete footing per structural
* Foundation drain per soils report
Floor System # 1 : Framed Floor
* Exposed concrete floor w/ sealer
* 3" concrete topping w. reinforcing -see structural
* Steel form deck -see structural
* Steel floor j oists per structural drawings
* Ceiling open to j oists and decking
Copyright 2
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Permit Set
2-17-11
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TONY MAJOR
ARCHITECT
556 Jacobs Place,
Carbondale, CO 81623
970 618-6256
tjmajormail@gmail.com
A5 .1
7/16" PLYWD- TYP
EXTERIOR WALLS
CONT, TREATED 2x6 PL
SEE A/55
CONTINUOUS
STEEL L -
SEE A/55
STIFF PLATE 1/4"
EACH SIDE WI2
(CENTER OVER WI8) -
SEE C/55
WI2 W/ (4)-1/2" alta
5OLTS-TO-WI8
STIFF PLATE 1/4"
EACH SIDE -
5EE G/55
" 1'-0"
TS COL
2x6 STUDS
ATTACH
FORMDECK-
SEE GENERAL
NOTES
GONG SLAB
OVER FORMDECK-
SEE F/5I TYPICAL
*4 x 4'-0"
24" O.G.
X x x
WI8
114'-6"
12" LITE GA. JOIST
CAP PLATE
1/2" W/ (2)-
1/2" dia. BOLTS
2" DECK
BR6- TYP
)7,
115'-5"
DWL *4 x 24"7-16"
® 16" O.G. (ALTERNATE
HOOK)
REINFORCE FLOOR SLAB
W/ 4x4- W2.1 x 112.1 WELDED
WIRE FABRIC (W.W.F)- FURNISH
IN FLAT SHEETS
x
tT' T
T Tf
12" LIGHT GAGE
STEEL JOIST
PROVIDE
CONTINUOUS
L5x5x5/8
W/5/5"dia. x5"
SLEEVE TYPE
EXPANSION
ANCHOR ® 12" O.G.
f
4"
/\/—A
DWL SEE 6/55
(ALTERNATE HOOK)
FT6 REINF.
SEE 6/55
•
•
7
12" L I6HT 6A6E
STEEL JOIST
1001-0"
MAIN LEVEL
5" 'C' SHAPE FAR SIDE
JOIST - SEE 5/55
TYP EA. SIDE
EXTERIOR
SURFACE
100'-0"
WALL REINF.
5EE G/55
I" = 1'-0"
D
2x6 STUDS
24" O.G.
® 8.1/55
LAP JOISTS
I' -O" MIN.
HORIZ
BRIDGING
BETW JOISTS
INTERIOR 5HEAR WALL
® 5.1/55 (SEE C/54)
2x6 TREATED SILL PLATE
W/ 5/8" dia. x 4" SLEEVE
TYPE EXPANSION ANCHORS
® 16" O.G. (STAGGER)
GONG SLAB
OVER FORMDECK -
TYPICAL
114'-6"
-x x x
ti n t—� r-1
n
3'I I G SHAPE FAR 5I DE
JOIST - SEE 5/55
SCREW EACH J015T
TO BM W/ (2)-#12-24 x
1.1/4" HEX HEAD TEKS/5
STEEL
BEAM
12" LIGHT
GAGE JOIST
CONTINUOUS
OVER SUPPORT
CONTINUOUS FLOOR JOIST -TO -BM
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2x6 STUDS—��
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2x6 PL- 5EE D/51
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® 16" O.G.
*4 CONT,
HORIZ
2" DECK
BR6
HORIZ
BRIDGING
BETW JOISTS
GONG SLAB
OVER FORMDECK -
TYPICAL
114'-6"
x =
n
x x x
_ n 1"—N. r --
x
x
x
+I1
+ II+II +I
r
5" 'C' SHAPE FAR 5I DE
JOIST - 5EE 5/55
SCREW EACH JOIST
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1.1/4" HEX HEAD TEKS/5
STEEL
SEAM
it
12" LIGHT
GAGE JOIST
(2)-#I0 SCREWS
EACH END OF LAP
FLOOR JOIST -TO -BM CONNECTION
11 = 11-0II
3" GONG SLAB OVER
FORMDECK, TYP
*5 HORIZ. ® 15" O.G.
EACH FACE
*5 VERT. ® 12" O.G.
OUTSIDE FACE
*5 VERT. ® 18" O.G.
INSIDE FACE
4"
CLR
(4) -*5 CONT.
TOP d BOT
PERIMETER
DRAIN - SEE
A/5I TYP
(I) -*5 CONT.
HORIZ
DK_ *5 x
45"
X15"
® 12" O.G.
Y
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MIN
1,1/2"1
SLR
1,1/2"
CLR
W.W.F.-
SEE D/5I
114'-6"
MAIN LEVEL
�.-H12" LIGHT GAGE
STEEL JOIST
-J
ATTACH DECK -TO -GONG
M/ GI/64" dia. POWDER
DRIVEN FASTENERS
® 10" O.G.- TYPICAL
EXTERIOR SURFACE
I00'-0"
DAL #4 x
26"
® 15" O.G.
FTG
L
H*5xr-
® 12" O.G.
a8'-0"
4
q5'-4"
*5
12" O.G.
I" = 1'-0"
iF)
HORIZ. DWL
*5 x 10" 24"
HHOOOOK
(ALTERNATE 1400K)
• 12" 0.G. • CENTER
OF WALL
FT6-TO-WALL
DWL'S- SEE F/S5
*5 x 50"1-Z- 64"
• 10" O.G.
do
Q5'-4"
ATTACH EACH WI8 W/ (2)-5/8" dia.
EPDXY ANC1-40R5: DRILL
5/4" dia. x 5" DEEP HOLES,
CLEAN HOLES, 4 EPDXY 5/8" dia.
THREADED RODS W/ 2 -PART
STRUCTURAL EPDXY
STEEL END PLATE
1/2" x 6" x I8" 1416H -
WELD ALL AROUND
W/ 5/16" FILLET WELD
4"
WI8
TYPICAL BEAM BEARING
I" THICK NON -SHRINK
GROUT (DRY -PACK)
BEAM
BEARING
5/4" = 1'-0"
2'-0"
12'-0" (N.T.S.)
I-411
4" --�
CLR
#5 VERT
q ", O.G. •
CENTER OF
WALL
FRAMING NOT SHOWN
SEE E/55 FOR
JOIST BEARING / —
8" BM POCKET
SEE 0/55
10" ALL .
REINF
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114'-5"
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*5 CONT.
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707
#5 HORIZ.
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CENTER OF
WALL
*5 x 7'-8" ® 16" O.G.
TRANSVERSE
FT6-TO-WALL DWL *5 x 10"..156"
® CENTER OF WALL (ALTERNATE
HOOK)
IAIALL ELEVATION: TYPICAL 8" THICK BRACE WALL
*5 x 101-10"
20" O.G.
Q8'-2"
I'
aLR -2" FT6
LR
CLR
*5 x 14'-8" ®16" O.G.
*5 x" t' -8"®q" O.G.
TRANSVERSE
1/2" = 1'-0"
KURTZ
ASSO ATES,
I NG.
5012 COUNTY RD. 154
GLENWOOD' SPRI NGS,
COLORADO
(Q70) cl45-6505
GOMMERG 1 AL
BUILDING
FOR
EGOS
ENV I RONMENTAL
AND D 1 SASTER
RESTORATION
66410 HWY. 52
GARI~ I ELD COUNTY,
COLORADO
DRAWN BY: J.L.G.
CHECKED SY: B.J.K.
SCALE: AS SHOWN
PROJECT #: 10-41.04
DATE:
CONSTRUCTION SET:
05/18/12
SHEET TITLE:
DETAILS
SHEET:
-•-
•
• —
•
^•
•
•
•
—
— •
-.Z
I" = 1'-0"
D
2x6 STUDS
24" O.G.
® 8.1/55
LAP JOISTS
I' -O" MIN.
HORIZ
BRIDGING
BETW JOISTS
INTERIOR 5HEAR WALL
® 5.1/55 (SEE C/54)
2x6 TREATED SILL PLATE
W/ 5/8" dia. x 4" SLEEVE
TYPE EXPANSION ANCHORS
® 16" O.G. (STAGGER)
GONG SLAB
OVER FORMDECK -
TYPICAL
114'-6"
-x x x
ti n t—� r-1
n
3'I I G SHAPE FAR 5I DE
JOIST - SEE 5/55
SCREW EACH J015T
TO BM W/ (2)-#12-24 x
1.1/4" HEX HEAD TEKS/5
STEEL
BEAM
12" LIGHT
GAGE JOIST
CONTINUOUS
OVER SUPPORT
CONTINUOUS FLOOR JOIST -TO -BM
I" =
1'-0 "
2x6 STUDS—��
CONT. TREATED
2x6 PL- 5EE D/51
DWL *4 x 24"7-24"
® 16" O.G.
*4 CONT,
HORIZ
2" DECK
BR6
HORIZ
BRIDGING
BETW JOISTS
GONG SLAB
OVER FORMDECK -
TYPICAL
114'-6"
x =
n
x x x
_ n 1"—N. r --
x
x
x
+I1
+ II+II +I
r
5" 'C' SHAPE FAR 5I DE
JOIST - 5EE 5/55
SCREW EACH JOIST
TO 5M W/ (I)-#12-24 x
1.1/4" HEX HEAD TEKS/5
STEEL
SEAM
it
12" LIGHT
GAGE JOIST
(2)-#I0 SCREWS
EACH END OF LAP
FLOOR JOIST -TO -BM CONNECTION
11 = 11-0II
3" GONG SLAB OVER
FORMDECK, TYP
*5 HORIZ. ® 15" O.G.
EACH FACE
*5 VERT. ® 12" O.G.
OUTSIDE FACE
*5 VERT. ® 18" O.G.
INSIDE FACE
4"
CLR
(4) -*5 CONT.
TOP d BOT
PERIMETER
DRAIN - SEE
A/5I TYP
(I) -*5 CONT.
HORIZ
DK_ *5 x
45"
X15"
® 12" O.G.
Y
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MIN
1,1/2"1
SLR
1,1/2"
CLR
W.W.F.-
SEE D/5I
114'-6"
MAIN LEVEL
�.-H12" LIGHT GAGE
STEEL JOIST
-J
ATTACH DECK -TO -GONG
M/ GI/64" dia. POWDER
DRIVEN FASTENERS
® 10" O.G.- TYPICAL
EXTERIOR SURFACE
I00'-0"
DAL #4 x
26"
® 15" O.G.
FTG
L
H*5xr-
® 12" O.G.
a8'-0"
4
q5'-4"
*5
12" O.G.
I" = 1'-0"
iF)
HORIZ. DWL
*5 x 10" 24"
HHOOOOK
(ALTERNATE 1400K)
• 12" 0.G. • CENTER
OF WALL
FT6-TO-WALL
DWL'S- SEE F/S5
*5 x 50"1-Z- 64"
• 10" O.G.
do
Q5'-4"
ATTACH EACH WI8 W/ (2)-5/8" dia.
EPDXY ANC1-40R5: DRILL
5/4" dia. x 5" DEEP HOLES,
CLEAN HOLES, 4 EPDXY 5/8" dia.
THREADED RODS W/ 2 -PART
STRUCTURAL EPDXY
STEEL END PLATE
1/2" x 6" x I8" 1416H -
WELD ALL AROUND
W/ 5/16" FILLET WELD
4"
WI8
TYPICAL BEAM BEARING
I" THICK NON -SHRINK
GROUT (DRY -PACK)
BEAM
BEARING
5/4" = 1'-0"
2'-0"
12'-0" (N.T.S.)
I-411
4" --�
CLR
#5 VERT
q ", O.G. •
CENTER OF
WALL
FRAMING NOT SHOWN
SEE E/55 FOR
JOIST BEARING / —
8" BM POCKET
SEE 0/55
10" ALL .
REINF
NOT
SHOWN
I
I I
I I
I
I �\ I
I I I I
T.O. WALL
114'-5"
1111-8.1/8"
P 11 11 1I 11 11 11 1111- 1-
1 11 11 11 11 11 it 11 11 11
--t -
1 1 I1 II 1 1 1 1 1--1
I1
11 11 1 l 11 l II 11 '1
ca
1•
T8"
MIN.
15"
CONTACT
LAP
*5 CONT.
HORIZ.
707
#5 HORIZ.
12" O.G.®
CENTER OF
WALL
*5 x 7'-8" ® 16" O.G.
TRANSVERSE
FT6-TO-WALL DWL *5 x 10"..156"
® CENTER OF WALL (ALTERNATE
HOOK)
IAIALL ELEVATION: TYPICAL 8" THICK BRACE WALL
*5 x 101-10"
20" O.G.
Q8'-2"
I'
aLR -2" FT6
LR
CLR
*5 x 14'-8" ®16" O.G.
*5 x" t' -8"®q" O.G.
TRANSVERSE
1/2" = 1'-0"
KURTZ
ASSO ATES,
I NG.
5012 COUNTY RD. 154
GLENWOOD' SPRI NGS,
COLORADO
(Q70) cl45-6505
GOMMERG 1 AL
BUILDING
FOR
EGOS
ENV I RONMENTAL
AND D 1 SASTER
RESTORATION
66410 HWY. 52
GARI~ I ELD COUNTY,
COLORADO
DRAWN BY: J.L.G.
CHECKED SY: B.J.K.
SCALE: AS SHOWN
PROJECT #: 10-41.04
DATE:
CONSTRUCTION SET:
05/18/12
SHEET TITLE:
DETAILS
SHEET:
11011-0"
11
114'-ou
FINISH
1211-0"
..••• """.
1
10"
EMBED
2'-0" MINIMUM
BOULDERS
UPPER COURSES
6"
OFFSET
TYPICAL
(
LIMITS OF
EXCAVATION
PROVIDE 5096
MINIMUM
COVERME IN/
DOUBLE SIDED
DRAINME MAT
1
1
1
1
1
I/4c.
12a-0"
11
41;•::0
• *"...
PROVIDE CLEAN &RAVEL
BACKFILL BA5E COURSE
PROVIDE CONTINUOUS
4" PERFORATED
OFtAIN PIPE- SLOPE
2% MINIMUM TO DRAIN
COMPACT
EXISTIN6
SURADE
1/2" 7, l'-0"
SEE PLAN
2'-0" MINIMUM
BOULDERS 0
UPPER COURSES
6
OFFSET
TYPICAL
11011-0"
1051-6"
SEE PLAN 4
100'-0"
1-
lIl
EMBED
1/2" = 11-0"
ES" RAVEL
LIMITS OF
EXCAVATION
PROVIDE 50%
MINIMUM
COVERME IN/
DOUBLE SIDED
DRAINME MAT
PROVIDE CLEAN 6RAVEL
BACKFILL 0 BASE COURSE
PROVIDE CONTINUOUS
4" PERFORATED
DRAIN PIPE- SLOPE
2% MINIMUM TO IN
COMPACT
EXISTIN(5
SUE5GRADE
;t)
1
..••••
l
/ 1
_ .---
I )
I
1
1
1
\
N
201-10"
201-8"
•••••••..
201-8"
••••••• 201..6 ti
20-10"
•
-'••••
-
E)757
201-5"
WWWW.
40b,
•••••••,.
1141-6" PIN15H EL,
•••••...
Al T.0. SLAB
T (LONER LEVEL)
100'-o"
Mama..
50UL-1:7ER RETAINING 1^1ALL F7LAN
1/8" l'-0"
1. Finish grades (proposed 4 existing).
2. Existing grades ( to be revised): —
"a.m.
••••••••
201-5"
1051-5"
PLAN
NORTH
.1.•••1
•••••••
201-10"
6.••••
•••••••
josv-o"
••1•0•••
•
KURTZ
ASSOG 1 ATE5,
IN.
5012 COUNTY W. 154
GLENWOOD SPR 1 N65,
COLORADO
(110) '145-6505
GOMMERG 1 AL
E3uLt7IN6
FOR
EGOS
ENV I RONMENTAL
AND D I SASTER
RESTORATION
66'10 HWY. 52
GARF I ELD COUNTY,
coLosAr,o
DRAWN E5Y: ,C .E
CHECKED E3.J.K.
SCALE: AS SHOWN
PROJECT #: 10-41.04
ATE:
CONSTRUCT I ON SET:
05/1 8/12
SHEET TITLE:
E3OULDER
RETA I NI NG
WALL PLAN
4 DETA I LS
SHEET:
S=7
...
-
.,
...... _.._ _
4.
_
105,-0„... A
'
0 5'7
1041-0'
\
josv-o"
••1•0•••
•
KURTZ
ASSOG 1 ATE5,
IN.
5012 COUNTY W. 154
GLENWOOD SPR 1 N65,
COLORADO
(110) '145-6505
GOMMERG 1 AL
E3uLt7IN6
FOR
EGOS
ENV I RONMENTAL
AND D I SASTER
RESTORATION
66'10 HWY. 52
GARF I ELD COUNTY,
coLosAr,o
DRAWN E5Y: ,C .E
CHECKED E3.J.K.
SCALE: AS SHOWN
PROJECT #: 10-41.04
ATE:
CONSTRUCT I ON SET:
05/1 8/12
SHEET TITLE:
E3OULDER
RETA I NI NG
WALL PLAN
4 DETA I LS
SHEET:
S=7