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LAYOUT IS SIMPLISTIC IN NATURE
ACTUAL DIMENSIONS MAY VARY
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CCC REMODEL SITE PLAN
SCALE: 3/52"=1'-0"
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CCC TRAILER
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CONDITIONS OF PERMIT
BLCO-6-15-3683
Mike Fergen/Climate Control
Convert Open Storage to Enclosed Office Space
1537 CR 130
Glenwood Springs, CO
1.) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IF'C:, IECC AND
MANUFACTURERS INSTALLATION SPECIFICATIONS.
2) BUILDING IS TYPE MB CONSTRUCTION, F1., B OCCUPANCIES.
3) PRIOR TO CONSTRUCTION, CONTACT LOCAL FIRE DISTRICT FOR PERTINENT IFC
REQUIREMENTS. FIRE DISTRICT FINAL APPROVAL REPORT IS REQUIRED FOR
FINAL/COMPLETION INSPECTION.
4) ENGINEER APPROVAL OF EXISTING FOUNDATION AND STRUCTURAL FRAMING
REQUIRED AT FOUNDATION INSPECTION. ENGINEERED STRUCTURAL ALTERATION
DETAILS ARE REQUIRED FOR FOUNDATION AND FRAMING INSPECTIONS.
5) AC.CESSIBILTY PER 2009 IBC, CHAPTER 11 AND ICC/ANSI A117.1-2003 REQUIREMENTS.
6) ELECTRICAL PERMITTING & INSPECTIONS BY THE COLORADO STATE ELECTRICAL BOARD,
7) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED PRIOR TO FRAME INSPECTION.
8) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION.
9) LOCKS, LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008.
10) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12.
1�4+,1.0vMIpI601I0 r.1111MII1tlMRl1.4.01tlipMNHllll
••_•• •••••••_••_••_••_••r••_••_••_ •
PARKING
EQUIPMENT STORAGE
CONSTRUCTION
DUMPSTER
STEEL STORAGE
CONTAINERS
STEEL
CONTAINERS
CONSTRUCTION LAY DOWN
1
PIPE
STORAGE
SHOP/OFFICE
CCC EMPLOYEE PARKING
CCC EMPLOYEE PARKING
._••_••_••_••_••_.•
PORTA--POTTY
IMATE
NTROL
MPANY
OF
GLENWOOD SPRINGS
1537 — 130 ROAD
P.O. BOX 1042
GLENW00D SPRINGS, CO 81602
PHONE 970-945-2326
FAX: 970-945-8128
www.climatecontrolcompany.com
13110 -06-15-3683
JOB NUMBER:
07—OOXX
DESIGNED BY:
JWB
REVIEWED BY:
XXX
DATE
12-04-2007
XX—XX—X000
13110 -06-15-3683
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NOTE:
UNISEX ADA RESTROOM SHALL BE COMPUANT
9'-0"
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WITH ADA INCLUDING Al GRAB BARS MOUNTING
HEIGHTS AND APPLICABLE CLEARANCES.
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15'-4'
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DISPATCH
41��I
UTERATURE
L STORAGE J
RETRO RETRO
JOB COST SALES
NEW CONSTRUCTION
SALES
-.�----- 6'-6' TYP. ---- 3'—y---•--- 6'-6' TYP, -----
6'-O' TYP.
• 6'-10'
HORIZONTAL FILES
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2'-6
8"x72" WINDOW AT 6'-3" A.F.F.
RECEPTION
MAIN ENTRANCE
P A TTI
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OFFICE PLAN
SCALE: 1 /4"=1'--0"
{
INSTALL 4'x5' FIXED PANE TEMPERED
WINDOW IN STORAGE AREA ON 2ND LEVEL
TO MEET EGRESS REQUIREMENTS.
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6'-0'
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11'-6'
8'_8"
4'
9'_8'
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9'_2'
LARA
MIKE
10'-0'
Co'bEw s
GENERAL NOTES
1. ALL DOORS TO BE 3'--0" U.O.N.
2. ALL FRONT OFFICES, INCLUDING THE CONFERENCE
ROOM AND RECEPTION AREA TO REMAIN UNCHANGED.
3. ALL INTERIOR WALLS TO BE 2x6 FRAMING U.O.N.
DOOR TO BE REMOVED.
ADD 36"x48" WINDOW.
z/---INSTAL:. 4'x5' FIXED PANE TEMPERED
WINDOW IN STORAGE AREA ON 2ND LEVEL
TO MEET EGRESS REQUIREMENTS.
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IMA TE
NTROL
MPANY
OF
GLENWOOD SPRINGS
1537 — 130 ROAD
P.O. BOX 1042
GLDJWOOD SP(UNGS, CO 81602
PHONE: 970-90-2326
FAX: 97945-8128
www.climatecontrolcompanycom
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JOB NUMBER:
07-00XX
DESIGNED BY:
XXX
REVEMFD BY:
XXX
DATE:
10-26-2007 PROGRESS
12-13-2007 PERMIT
12-28-2007 REV 1
XX—XX—IIX)0(
XX—XX—J000(
XX—XX—XXXX
)0X—XX—X00(
XX—XX-7000(
XX—XX—XXXX
XX-XX-uO(
MP 200
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251-0"
231_0"
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EX/ST/NG UNCIHANED
ROOF FAfr11N6 PLAN
51_611
NORTH
51-6"
WEST
END
NAILER
PFR STANDARD
ADD HANGERS
TO EXISTING
JOI ST5 (5EE PLAN)
T.O.PLY 46,
SEE PLAN
STL BM
SEE PLAN
ADD 0513
WEB FILLERS
EA. SIDE, TYP
ALL FACE
MOUNT
HANGERS
4"(1)
7Y
OLES CENTERED IN WEB
STEEL 6fr1 WEB OPENINGS
NOTE:
1) HOLES SHALL BE GUT IN THE FABRICATION SHOP. IF HOLES ARE FLAME -GUT,
EDGES SHALL BE GROUND SMOOTH.
2) WEB PACKOUT ATTACHMENT HOLES NOT SHOWN FOR CLARITY.
50'-O"
i
4"
¢. COL TO
F.O. STUD
STAIR
/MM ANA M N wMMwAmme
.•777977777777R7Y71777WM: 77,7719 vAMu1n/
ADD n
2-1176" LY_
ADD FC
HANGERS
EXI ST'G
Hit" 1 JOISTS
Ib" O.G.
T.O.PLY
10c11 -3W5"
EXISTS 11
I JD15T5 G
0 161 O.G.
EXI ST'G
111 1) 1 JOISTS
16" 0.C.
ADD 61 20 Ga. METAL
BRG WALL ® 16" O.G.
(MATCH JOIST LAYOUT,
ADD FC MNT. HANGER
(770 # CAPACITY)
"G" STUD
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117i," 1 JOISTS
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=as w*Osixonowroveve.,
T.0.5TL
V.I.F.
—WI4X38
EAST
END
REMODELED
UPPER FLOOR FRAMING PLAN
1/8" _ 11_01►
FRAMING PLAN NOTES
1. See 51 for Symbols Legend, Abbreviations, and General Notes.
2. Existing floor joists are Il h" 1 Joists.
3. Minimum header sizes at all wood stud walls below this level
as follows:
a. 2-2x10's at all interior walls, U.N.O.
Support header each end with 2 studs (1 Jack + 1 king), U.N.D
4. - All designated multi -ply stud posts shall be 2 -ply, U.N.O.
See 51 for Built-up Column Details. Where post supports a
impost above, provide solid blocking through the floor.
Mere post supports a header, provide 2 trimmers (2T) and
I king (IK), U.N.O.
5. All Beams shall be placed plumb.
6. Column type shall be 1 if 3x3x4 "
7. Horizontal Wat Grid 5 not shown for clarity.
p 3� 11x8 "x0'-8"
BASE PLATEN
W/± 14" NON
ter, IN It M
NORTH
50'-0"
N
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EXIST* FTG ASSUMED
: ADEQUATE
11
L
T.O.F.
(E)T.O.LEDGE1
1001-0"
T.O.W.
1001-0"
••
••
• •
••
••
RELOCATED
BRG WALL
TO BEAR
ON SLAB
••
••
••
••
••
••
• ••
••
•
T.O.F.
qq'_4"
T.O.SLAB
1001_0►►
ADD
4' -3"x41 -3"x11" GONG PAD
W/ 5-#5 EA. WAY 2 THUS
EX151 G FTG ASSUMED
ADEQUATE
_
• •
51
REMODELED
FOUNDATION AND SLAB
1/8" = I' -O"
NORTH
FOUNDATION PLAN NOTES
I. SEE 51 FOR ADDITIONAL INFORMATION.
2. DIMENSIONS ARE TO FACE OF CONCRETE, U.N.O.
3. CONCRETE WALLS ARE TO ASSUMED 8" THICK, U.N.D.
4. EXISTING FOUNDATION 4 SLAB CONDITIONS ARE ASSUMED ADEQUATE
FOR SUPPORTING THE MODIFIED LOADS.
i
1/8"MIN
/A"MA X
1/2" HEX OR
CARRIAGE
f3�1_ T5_
A307
1/2 "dla.
WE ED
THREADED
77---964"dla. LOW
VELOCITY PONDER
DRIVEN PINS.
4.
�v.
PATTILLO
ASSOCIATES
ENGINEERS
1215 GRAND AVENUE
P.O. BOX 751
GLENWOOD SPRINGS,
COLORADO 81602
(q -1o) q45 -g645
(4110) 4145-4412I FAX
pae®soprls.net
ALL DRAWN AND PIRMEN TNFORMATTON
APPEARING HEREIN 5H LL NOT BE
DUPLICATED, DISCLOSED, OR O11.19411SE
USED WITHOUT THE MRITT N CONSENT OF
PATT1LL0 ASSOCIATES BNGIN ER% INC.
GL !MATE
CONTROL
BUILDI>\lG
REMODEL
153 COUNTY
`ROAD 130
GLENWOOD
SPRINGS,
COLORADO
DRAWN BY: MJB
PROJECT ENG: MJB
CHECKED BY: RMP
SCALE: AS SHOWN
ISSUE DATES:
12.31.01 REVISION A
O
N
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rellIMMOSNW.MMIONEN•1•1111O/Allei•Inialinnwt.- _-- --
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WEST
END
NAILER
PFR STANDARD
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7 N `
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7 N `
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EX/ST/NG UNCHANGED NORTH
ROOF FRAMING PLAN
51-6
J
50'-O"
X
4"
(k COL TO
F.O. STUD
STAIR
,J,w�wwwrwv 1, nnnnnnna�n..,n. lg'� 77+7,m>',.-7J7»l�.•/mJ!>'77m,�wn..a,
ADD n
2-111 LY_
ADD FG
mrtrHANGERS
EXI ST'G
l lab " I JOISTS
lb" O.G.
T.O.PLY
lOa'-3,"
EX15T15 11
1 JD15T5
0 16' O.G.
• ADD FC.
L .0%1NT
f
EXI ST'G
111t.'' 1 JOISTS
® Ib" O.C.-•�
EA. END
ADD FG MNT. HANGER
(770 # CAPACITY)
ADD 6" 20 Ga. METAL "G" STUD
BRG WALL ® 161 O.G.
(MATCH JOIST LAYOUT')
w.wNmrnrffmlllivwvv
46,
nwyvrwrm.
EXI ST'G
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® lb" O.G.
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T.O.STL
V.I.F.
—WI4X38
ADD HANGERS
TO EXISTING
JOISTS (SEE PLAN)
T.O.PLY 46,
SEE PLAN
}
,1 STL BM
SEE PLAN
SECTION
I" =
ADD 05B
WEB FILLERS
EA. SIDE, TYP
ALL FACE
MOUNT
HANGERS
BTM OF
CEILING SURFACE
SPACER &K'G 2x DF OR LVL OUTER
0 BOLTS
1" MAX
I" MIN,
3" MAX
Ii" MIN,
3" MAX
4 -
PLY x 8'-O" MIN
2 -ROWS 1:(1) THRU
71, BOLTS 0 48" O.G.
If 1 1 _
N
---=— BEAR ON
BTT( FLG
FLUSH TO
EDGE OF
STEEL
STANDARD 'NEB FACKOUT
4"4
7Y 3 THUS
OLES CENTERED IN WEB
STEEL 6fr1 WEB OPENINGS
"=1.-0"
NOTE:
1) HOLES SHALL BE cur IN THE FABRICATION SHOP. IF HOLES ARE FLAME -GUT,
EDGES SHALL BE GROUND SMOOTH.
2) WEB PAGKOUT ATTACHMENT HOLES NOT SHOWN FOR CLARITY.
DETAIL
CUT MEMBER
TO HALF DEPTH
OVER SUPPORT.
FROM STARTER
HOLE THRU TOP
FLANGE
I" = 1'-O"
NOTE: GUT JOISTS OVER BRG WALL ONLY
REFER TO PLAN FOR LOCATION
¢ STIFFENER = ¢ OF COL
M
T.O.STL
SEE PLAN
CAP E1/2", MATCH
FLNG WIDTH W/
2-3/4"(I) BOLTS
EQ.
14"
IE 3/8" FITTED
STIFFENER (N/S
AND F/5)
EQ.
DETAIL
I1, = 1,_011
VERIFY BOLT CLEARANCES W/ FINISH RE: OWNER
EAST
END
REMODELED
UPPER FLOOR FRAMING PLAN
v&"=1,-0"
FRAMING PLAN NOTES
1. See 51 for Symbols Legend, Abbreviations, and General Notes.
2. Existing floor joists are U h" I Joists.
3. Minimum header sizes at all wood stud walls below this level
as follows:
a. 2-2x10'5 at all Interior walls, U.N.O.
Support header each end with 2 studs (1 jack + 1 king), U.N.0
4. - All designated molt► -ply stud posts shall be 2 -ply, U.N.O.
See 51 for Built-up Column Details. hrtlere post supports a
apost above, provide solid blocking through the floor.
Mere post supports a header, provide 2 trimmers (2T) and
1 king (K, U.N.O.
5. All Beams shall be placed plumb.
6. Column type shall be H553x3x14"
7. Horizontal WI at Grid 5 not shown for clarity.
! 3� "x8"x0'-8"
BLASE PLATEN
W/ ± I%" NON
SHRINK GROUT
PACK
SAWCUTi-
REMO VE EXI ST'G
SLAB FOR NEW
FTG PLACEMENT
Z
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w
4
ild „ .
4 • .
•
rrPicnL/
ISOLAYE FOOTING DETAIL
SEE PLAN
rl
2"
CLR
T.O.F.
SEE PLAN
3/4" = I'-0"
NORTH
50'_0"
/A
•
•
•_
••
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•.
:
•
•
••
••
••
••
••
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1 El r
_L
••
••
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RELOCATED
BRG WALL
TO BEAR
ON SLAB
••
••
••
••
• •
•
... •.A•.•■■ ..... i.
EX15T'G FTG ASSUMED
ADEQUATE
T.O.F.
aa' -4"
T.O.F.
(E)T.O.LEDGEE
100'-0" � I
T.O.W.
loot -O"
Ok T.O.SLAB
100'-O"
1
ttliliitrf'-- " " tarn" —Irks Mrs
ADD
4` -3"x41 -3"x11" GONG PAD
W/ 5-#5 EA. WAY 2 THUS
EXIST'G FTG 'ASSUMED�
ADEQUATE - u�
—1164116.4.44141 11414,4,414..t/1.•
a —111T
tt
REMODELED
FOUNDATION AND SLAB
1/8" = I' -O
NORTH
FOUNDATION PLAN NOTES
I. SLE 51 FOR ADDITIONAL INFORMATION.
2. DIMENSIONS ARE TO FACE OF CONCRETE, U.N.O.
3. CONCRETE WALLS ARE TO ASSUMED 8" THICK, U.N.O.
4. EXISTING FOUNDATION d SLAB CONDITIONS ARE ASSUMED ADEQUATE
FOR SUPPORTING THE MODIFIED LOADS.
1/8 "MIN
1/4 "MAX
EA. SIDE
TYP ALL
OPTIONS
DF#I, 2x RIPPED
NAILER PLATE,
FREE FROM TW15T,
WANE OR WARP,
TYPICAL ALL
OPTIONS.
LOOSE BOLT
OPTION
GAGE CHART
(FOR LOOSE BOLT OPTION)
1/2" HEX OR
CARRIAGE
BOLTS, A307
STAGGERED.
Of
TYP
FLG WIDTH
GAGE
3"
I/2"Ola.
WELDED
THREADED
STUD.
WELDED STUD
OPTION
P. DRIVEN PIN
OPTION
SPACING SCHEDULE
8164"dia. LOW
VELOCITY POWDER
DRIVEN PI N5.
(EG; RAMSET),
STAGGERED
SHAPE
FLANGE
WIDTH
SPACINGS
LOOSE
BOLTS
WELDED
STUD
PDRIVEN
PINS
1/414x38
b4 "
24"
30"
8"
NOTE:
SPACING FOR STAGGERED CONNECTORS 15 MEASURED BETWEEN
EACH CONNECTOR; DISREGARD LATERAL OFFSETS FROM (k.
NAILER PLATE TO STEEL E3EAM WNNEGT/ON
PATTILLO
ASSOCIATES
ENGINEERS
1215 GRAND AVENUE
P.O. BOX '751
GL.ENWOOD SPRINGS,
COLORADO 81602
(q?O) 6145-'4645
(q?O) a45-4421 FAx
paeosopris.net
24
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:}ll�/'.vr•�i{.rf{.,�•,'v�i.�'•..`.• •lv•ff�.•1
Al DRANK AND WRITTEN INFORMATION r
APPEAR/1 5 NEWIN SHALL NOT BE
DUPLICATED, Dt°scLD'.�Ea, OR oTt SE
USED NIITNOUT THE PRJTTEN CONSENT OF '
PATTILLO ASSOCIATES E SINl:f3�5, INC. ;,
CLIMATE
CONTROL
BUILDING
REMODEL
1531 COUNTY
ROAD 130
OLENVVOOD
SPRI NCS,
COLORADO
S%y'-'.Fy/y/Y�rf1'{.r1/.f.,91��.�.�� °3/ySy�l.•!;?.'$
DRAM BY: KB
PROJECT ENG: MJB
CHECKED BY: RMP
SCALE: A5 SHOWN
ISSUE DATES:
REVISION:
PROJ. NO. MM44047
15:•::i ?r "same,:'hr�r . .�'/??�?,o,M??rrn „
SHEET TITLE
FRAM1NG $
FDN PLANS,
DTLS $
NOTES
/4
.6
•f
NOTE: SHORE ALL. STRUCTURAL
MEMBERS DURING DEMO 4 INSTALL
OF NEW FOOTING UNTIL CONCRETE
HAS REACHED DESIGN STRENGTH.
EXIST'S BASE PLATE (VIF)
;��;�1111111[1 pl8
.����' ,D0 REG ,,
\,t1.15..kts,V,
•26140
1 XIST`G STEEL COL SEE PLAN
I
I
1 1
I
I
I 1
I 1
PROVIDE COLD JOINT
7AROUND BASE. SEE PLAN
•
•
ALT SLAB
SEE PLAN
o
°o-o-o-.,o.,o.,a„o.
o000000
o°o°o°o°o°o°o°o°o°: ST PIER
INFILL GUT GONG SLAB SEE PLAN
AS REQ'D (VIP)
BACKFILL AROUND PIER WJ
LASS 6 ROAD BASE OR EQUAL
COMPACT PER SOILS ENGINEER.
-1 --1 EXIST' CONC PIER
SEE PLAN (VIF)
,x,111,
SEE PLAN
),
/Illicit rrNOVO
�t1
w+
NEW GONG FOOTING TO
ENCASE BOTTOM OF EXIST'G
GONG PIER. SEE PLAN (VIF)
B.FT6
41F36" (MIN)
FROST COVER
GLEAN BOTTOM OF EXIST'6
PIER AS REQUIRED (VIF)
5'-O"x5'-0" FOOTING W/ (4) *5 E.W. SOT
SEE PLAN FOR LOCATION $ ADDNL INFO
SEE ARCH FOR FLASHING,
WATERPROOFING, ETC
POSITIVE DRAINAGE
AWAY FROM FOUNDATION
A5 PER SOILS REPORT
\
2X6@ 16" O.G. BRG WALL ABV
1/2" PLY SHEATH'G W/ BLOCKED
EDGES �':,� 1iuh,�lrr�iri
•
2X6 PT SILL X CONT W/
I
/2"0X5" EPDXY BOLT
€ 52 OG (6 EMBED)
EXISTING SLAB ON GRADE
%SEE PLAN
�1-
T EXIST'6 SLAB= cik
/SEE PLAN1-1
1 111
.1II
11 1
RIGID INSULATION
SEE PLAN FOR Y
THICKNESS B WIDTH cV
•
•
I I
—1 I
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REPORT FOR CONFIRMATION.
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SLAB EDGES
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IN NEW SLAB POUR
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3-#5XGONT
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SEE PLAN
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SEE PLAN FOR
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BEARING SOILS ASSUMED
TO BE SUITABLE FOR SHALLOW
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REPORT FOR CONFIRMATION.
3-#SXGONT
TOP $ BOTTOM