HomeMy WebLinkAboutPlansPROJECT NO:
C:1Projects\Rulison 21Fire Wall.pin
Storage
18 R 6"=1U'-0"
12"
DN
4'-0"
3069
N
9
4'-0" x 4'-0"
Concrete Pad
HC Access
Steel Stair with Grip
—� Strut Treads
160'-U"
'5, 0"
25'-0"
125'-O" Metal Building
25'-O"
28'-0"
S-.111041/8" = 1'-0"
4'-O" x 4'-0"
Concrete Pad
HC Access
16'-0" W x 14'-O" H Overhead
x 100'-0" x 6"
Reinforced Concrete Apron
¢ut nKrtrmmrr
rmrtrmmr,or rtf$ I /
r . // I I f\ / II
\ \ / / 16'-O" x 81' Prefabricfted •
J \ \ / / I 1
/\ I Floor Drain /\
// \\ I I //\\ Ii
/ \ I / \
/ \`f I / \I
'l LaefGaene lI
Above
, rI
6" Concrete
Block
4" Concrete Slab
Compressor
Enclosure with
Roof
r
4'-O1'W x 4'-0"12 x 50'-0" L
Truck Service Pit
NT
71
1-
Line of Crane
Above
\
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•
\
/
24'-8
Final Kitchen Design shall
Conform to ANSI A117.1
Standards
2 Layers 5/8"
Type X Gypboard
over 2x4's to
Ceilin F peth
Provide Additional
3070 Exit Door
/ 4'-4"
1'
25'-4"
38'-4"
8'-0" �L
\Built in
Cow
\
C'
onference
Install
Gypboard on
Face of Meta I
Building
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3070
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A Fin. Fir 100'-O"
lry
All Doors located within the Firewalls Shall
Have a 3 hr Fire satiny assembly, Closer,
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[.dyers 5/8`
'Type X Gypbo
over 2x4's tq N
to
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4'4 Typical
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81-0" emove Exi fin
r t1 Door and all I
9'-4I"
0
R
Break Room
Remove Existing
Window
Designates wall of
Metal Building
13'-8"
Office
3.01
15'-O"
Steel Stair with Grip
---��- Strut Treads
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Lott above -,
/
Parts
L
5CF9
Concrete Pact
". 4gh Sloped Wall to
Ceiling
1 11/2" Steel Pipe Handrail
11"
i j 18ro6.6"=10'
IVP
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Coiwter Sect an
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APPROVED
\
SUBJECT TO NOTED
EXCEPTIONS INSPECTIONS
GARFIELD COUNTY
BUILDING DEPAR
Date /Z I�'
LD CPY
Nlb rasps 'noN wmtotyr
THESE PLANS ON SITE
Occupancy: B !e2- 5 I
Type of Construction: VI;
Number of Stories: 1 Slab on Grade /
Crawlspace
Square Footage:
Shop: 9,824SF
Office Etc. 7,313SF
Total 17,137SF
Revisions are Highlighted in Bold
These Rtuis10745 »W -5T f -caws xPILf -iiie
Vett- &naVed Reld 5C aF pRfls 70
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Raul Gawrys
Architecture / Planning
River View Plaza
100 Elk Run Drive, Suite 222
Basalt, Colorado 81621
Phone: 970.927.4411
Fax: 970.927.4069
rgawrysC>sopris.net
Tri-State
Truckiny
Office and
Maintenance
Facility
Garfield County
Colorado
Permit Set
October26,2011
onstruction Set
'Dec. 8, 2011
,Flipped Version
Code Check Revisions
January 3, 2012
January 5, 2012
7.31.12 Firewall Revision
8.2812. Revision
DRAWN BY:
CHK'D BY:
COPYRIGHT
SHEET TITLE
1st FLOOR PLAN
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251-C"
25'-C"
125'-C"
25'-O"
16'- 4"
dipt T.O. FOOTING
INF EL. 96'-10 1/4"
(TYP.)
q'-4" 4'-4"
—
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16'-4"
4" 4,-4"
24'-8"
25'-4"
16'-4"
4'-4" 14'-2"
T.O. SLAB
EL. 99'-10 1/4"
io
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N
16'-4"
12'-8"
38,-4"
12'-0"
12'-8"
P-3 P-3
ALoi T:O. _SLAB
EL. 99'-11 1/2
11 'PE 4 I I .�
16'-0" x 8'-0" t DEPRESS STEMWALL
PREFABRICATEDTR1 AND DROP TOP REINF.
RE: ARCH. DRAIN III 8" MAX. 0 DOOR
T ' OPENINGS. VERIFY
(T�•) { OPENING SIZE &
1 I LOCATION W/ ARCH.
(TYP.)
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EL. 96'-0"
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(3) #5x o6'[ DOWELS
LAP 3'-0 MIN. W/
11E BEAM REINFORCEMENT
EACH END (TYP.)
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SERVICE AREA /
6" CONCRETE SLAB
ON 4" GRAVEL
T.O. SLAB
EL. 100'-0"
NOTE:
EXTEND TIE -BEAM
REINF. THROUGH
FOOTING (TYP.)
N
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1'-7 1/2"-+
k
4'-4"
16'- 4"
25'-0"
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c
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(TYP.)
I13'-4"
NOTE #3
TOP
STEP
P-10
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0
13'-4"
T.O. SLAB
1/2" PLYWOOD
SHEATHING
(TYP.)
METAL CUR TS
PER MANUF,
2x4 STUDS
1'-4" Q.C.
GRID)
2x4 STUDS
0 1'-0" 0.C.
CONT. 2x4 P.T. PLATE
W/ 1/2"0 A.B.
4'-0" 0.C.
3/4" T.&G.
PLYWOOD
(4) 2x6 STUDS
NOTE #4
114" M.L. CONT.; 7 -{
D
13'-4'
13'
T.O. STEM
EL. 100'-0"
3'-
T.O. PLYWOOD
I EL_ 100'-0"
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T.O. FOOTING
EL. 99'-2"
I I P-9{
(TYP.)
1 -0" —
(TYP. U.N.O.
T.O. TIE -BEAM I I
EL. 99'-2" (TYP.)
–6"
(TY?.)
P 8
4 SIM.
2-1
T.O. WALL
EL, 100'-0"
T.O. LEDGE
`iv EL. 99'-9 3/4
4"x I0" CONCRETE
STEM (DISCONTINUE
® DOOR OPENINGS)
VERIFY LOCATIONS
W/ ARCH.
(T? )
F. _ �T' �� r
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1'-0" WIDEx 0'-10" DEEP
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(TYP.) I
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P4-4 Thi
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T.O. NT. FOOTING
EL. 99'-2" (TYP.)
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25'-0"
6
16'-4
25'-0"
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NOTE #2 –Aril
(TYP.)
Ail T.O. WALL
6' \IFEL. 100'-0"
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EL. 99'-9 3/4
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NOTE #3
EL. 100'-0-
1
CO
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(TYP.)
T.O. PLYWOOD
a. 100'-O"
11 7/8" TJI
RE: PLAN
1/2" JOINT
MATERIAL
4" CONCRETE SLAB
OVER 4" GRAVEL
RE: PLAN
T.O. WALL & SLAB
EL. 100'-0"
SEE SECTION 4/5201
FOR FOUNDATION
DETAILS
T.O. PILASTER
EL. 99'-11 1/2"
(TYP.)
T.O. SLAB
EL. 99'-11 1/2'
T.O. SLAB
EL. 99-10 1/2"
NOTE #2 -4
(TYP.) I0"
iirP.)
Nir 5 I/2
14'-0"
T.O. FOOTING
EL. 96'-10 1/4"
(TW.)
8" THIC ENED
EDGE (TYP.)
T.O. SLAB
EL 991-10 1/4
tco
T.O. PILASTER
EL 991-11 1/2"
(TYP.)
NOTE #5
(TYP.)
CN
T.O. FOOTING
EL. 96'-10 1/4"
7'-6" 2'-0" (TYP)
T.O. WALL
EL. 100'-0"
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0
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SECTION
2x4 STUDS
V- 4" O.C.7
CONT. 2x4 P.T.
W/ 1/2"0 A.B.
® 4'-0" O.C.
4" CONCRETE
STEM
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r- 2'-6"
4"x10" —1/
CONCRETE P'-7
STEM
-4" 4,-2"
4
24'-8""
EL. 10V-0"
T.O. FOOTING
EL. 96'-10 1/4"5 1/2:
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1
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28'-0"
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et
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PLATE
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1 /2"=11-0"
SECTION
3/8" JOINT
MATERIAL
4" CONCRETE
OVER 4"
RE: PLAN
T.O. SLAB
T O. FOOTING
GRAVEL
TR ANSV.
NOTE:
1 FOUNDATION DESIGN IS BASED ON ASSUMED LOADS AND
METAL BUILDING FRAME LOCATIONS. FINAL DESIGN MAY
VARY DEPENDING ON FINAL BUILDING DESIGN.
STRUCTURAL ENGINEER SHALL BE PROVIDED W/ FINAL
METAL BUILDING DRAWINGS AND LOAD REACTIONS PRIOR
TO CONSTRUCTION.
2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL.
CONTACT SOILS ENGINEER OF RECORD IF CONDITIONS
VARY AND IF FILL IS REQUIRED.
FOUNDATION PLAN
I. REINFORCE ALL 4" CONCRETE SLABS ON GRADE W/ #3 0 14 EACH WAY. REINFORCE 6'
OCOFNSCLRAEBTE SLABS ON GRADE W/ #4 0 16 EACH WAY. PLACE REINFORCEMENT IN MIDDLE
2. PROVIDE BEAM POCKET W/ 3' MIN. BEARING. TOP REINFORCEMENT SHALL BE
CONTINUOUS PAST POCKET.
3. PROVIDE TYPE "ITS2.06/11.88" HANGER.
4. PROVIDE MECHANICAL CONNECTION FROM POST TO PAO FOOTING AND BEAM.
5. PCRONOCVIRDEETETYPE. "PBV1OPC" COLUMN BASE WI 5/8"0 ANCHOR. DRILL & EPDXY 6" INTO
' 417 :1;
:41-
•
Raul Gawrys
Architecture / Planning
100 ElIckun Suite 222
Basalt Colorado 81621
970.927,4411
C970.618.1935
rgawrysOsopri s. net
a Linclauer•Dunn, Inc,
Thrucrussu was
e02 Itozt karat
Trucking
office and
Maintenance
Facility
Garfield County
Colorado
DATE DESCRIPTION
fx.yremer 02. :011 Dtthr.-„Nri
Novtinber 50:011 Constructor 5
-et
,larivary 03. 2012 RevisionA
PROJECT NO: 10 106
DRAWN BY: .i2c,-
CHK'D BY: FNR
COPYRIGHT
SHEET TITLE
FOUNDATION
PLAN
5 —1 01
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DALE, CO 81623
0) 704-0311
970)-704-0313
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CARBON
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FAX:
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— -LOCATION-
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/ / /
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---
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PROPOSED
INTERCEPTOR
SAND—OIL
(TO TREAT
- EL�CTR- — j /0
SERVICE / so
0 25 50
100 200
di
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- PROPOSED 5;000 -GALLO - - _ '
TRUCK
WASH WATER)
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-WA-TER STORAAGC TANK -FOR FRE -'
SUPPRESSION �4ND`TRUCK VYASH
BLE FILLED B) PUMP£R_TRUL`K:
_
-
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" I - _ PROPOSED INLET ( [N FEET )
I / W/ TREATMENT / / 1 inch = 50 ft
REVISION
FLIPPED SITE REVISIONS
-
— " . — - -
=
_
PROPOSED SITE NOTES:
�►,� PROPBSED PQT' : BAFFLE (SEE DETAILS) /
''"!
— _ "
_ �" `
_I "VIGE / / - N. 1. SITE 8 GRADING IMPROVEMENTS SHOWN
I -
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-
_ I J I - 30• ACCESS EA JGU WERE PROPOSED AS PART OF
m PAR . 2 THE SPECIAL USE PERMIT. CONTRACTOR TO VERIFY CONSTRUCTION OF
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' -- _ - - PROPOSED
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• ` /` - SERVICE
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- "PRDPOSEI� INLET
-
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.
- I "PROPOSED x,000 GALLON -STORM
UNDER-GROUND- WATER StORA
- TANK FOR,tOTABt=E NATER �O. ,�
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" - B� FILLED 8Y PUMPER TRU - r/i
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IVON-_POTABLE WA _
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(BACK/JP SOURCE) _ /
- _ _ I _ - ' `�`
W/- TRf9TMENT - ' I�
/ IMPROVEMENTS IN THE FIELD AND NOTIFY THE ENGINEER OF RECORD OF
A 150' 1-70 DRAINAGE EASEMENT ANY DISCREPANCIES.
/ / 60 L.F.-18" ADS N 12 BOOK 602, PAGE 602 /
-t'� / / 2. REFER TO ARCHITECTS PLANS FOR BUILDING CONSTRUCTION AND UTILITY
_r '
/ -•:. / / CONNECTIONS.
/ / 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF THE POTABLE WATER
PROPOSED INLET /
SYSTEM ,NON POTABLE WATER SYSTEM, OWS SYSTEM, 8 SAND/OIL
/ W/ TREATMENT / / INTERCEPTOR SYSTEM FOR REVIEW AND APPROVAL BY THE ENGINEER OF
BAFFLE (SEE DETAILS) / RECORD PRIOR TO CONSTRUCTION.
/ / GENERAL UTILITY NOTES:
':` -"
\_--c' '- -BAFFLE (SEE-DETAILS)
e �.' — _
�'
' - _ I
/ / '-
\ ,'�
\\%rte`-,...4-.,t-_,./PROPOSED
-
�
STORM B
- - - i = --1. ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH A TO'
-
—, '� 58 L.F.-18 ADS N-12 / /
MINIMUM DEPTH OF COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING
"-r ` ' '= =•... / UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED
/ '?' , THAT THE MINIMUM DEPTH OF COVER IS MAINTAINED.
is
i-- \ J ` '/J - - i / / 2. ALL SEWER SERVICE LINES SHALL BE INSTALLED WITH A 5'0' MINIMUM
EX. SHED
STORM D
32 L.F• -18" ADS N-12
INLET / DEPTH OF COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES
'/ W/ TREATMENT / AND COVER CANNOT BE MAINTAINED 2' OF BLUE BOARD INSULATION
BAFFLE (SEE DETAILS) / SHALL BE USED FOR EACH 2' OF INADEQUATE COVER.
/ 3. MAINTAIN A DISTANCE OF 10 FEET BETWEEN WATER LINES AND SANITARY
STORM C /
EX. BARN
\�
Y s 0.00 EX. GATE
/ SEWER LINES (EDGE TO EDGE). IF THIS IS NOT POSSIBLE. THE ELEVATION
64 L.F. -18" ADS N-1 / OF THE CROWN OF THE SEWER SHOULD BE AT LEAST 18 INCHES BELOW
THE INVERT OF THE WATER MAIN. IF NEITHER OF THESE ARE POSSIBLE,
/ / CONSTRUCTION SHALL BE DIRECTED BY THE
p
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a
EX. WELL
EX. BUILDING
'"i •
b•
-
1 -
-
-
--
` I
ENGINEER.
�-.'. / 4. THE CONTRACTOR SHALL INSURE THAT ADEQUATE BACK ROW
PREVENTERS HAVE BEEN INSTALLED ON ALL NEW WATER SERVICE
/ / / / CONNECTIONS.
/ / 5. ALL MAIN LINE AND HYDRANT VALVE BOXES LOCATED IN THE ASPHALT
SHALL BE BROUGHT TO 1/4 INCH BELOW FINISH GRADE ELEVATIONS
/ / 6. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE
/ / / MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE
/ CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND
/ LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED
/ --
\ BY THE CONSTRUCTION.
C
' PROFILE SCALE:
PROFHE SCALE:
OFILE SCA
P�••� SCALE:
PROFILE
SCALE:
ROFILE SCALE:
7. THESE UTILITIES AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD
TRI-STATE TRUCKING
RULISON, COLORADO
UTILITY PLAN
BUILDING PERMIT SET
HORIZONTAL: 1"
„
VERTICAL: 1 =
= 5
10'VERTICAL:
'
HORIZONTAL: 1" = 50'
„
1 = 10'RTICAL:
HpR1ZONTAL:
y�� "
1
1" = 50'
,
= 10
HORIZONTAL:
VERTICAL:
1"-
I" = 50'
10'RTICAL:
ORIZONTAL. I" = 50'
10'PRIOR
CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES
PROPOSED TYPE 13 MODIFED INIIET
W/ TREATMENT BAFFLES DETAI S)
PROPOSED TYPE13MODIFIED INLET
W/ TREATMENT pAFFLES (SEE DETAILS)
FLOW LINE FLF14 5131_4'
PROPOSED
W/ TREATMENT
FLOW 11NE_ELEV:_5133
TYPE 13 MODIFI
BAFFLES
TT
(SE
INLET
DETAILS)
PROPOSED
W/ TREATMENT
TYPE 13 MODIFIED
BAFFLES (SEE
NLET
DETAILS)
1
`
=
TO CONSTRUCTION.
8. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO
THE SITE BOUNDARIES AND SPECIFIED RIGHT OF WAY. THE CONTRACTOR
(SEE
5140
5140
FLOW LINE
ELEV: 5135.0'
5160 SHALL NOT OPERATE OUT SIDE THIS AREA WITHOUT THE PRIOR
FLOW LINE ELE>:
INV. OUT:
5131.9'
5120.3'
INV. OUT: 5127.13'
INV. OUT:
5129.6'
(NV. OUT:
5131.4'
_
EXPRESSED CONSENT OF THE OWNER OR DEVELOPMENT
REPRESENTATIVES.
5140
7
5140
9. THE CONTRACTOR IS TO NOTIFY WATER USERS 24 HOURS IN ADVANCE OF
ANY WATER SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR
--`
CONNECTIONS.
Nik
10. A SAND/OIL INTERCEPTOR IS REQUIRED ON THE DISCHARGE LINE FROM
THE TRUCK SERVICE AREA. SEE
MECHANICAL PLANS FOR LOCATION AND
ROUTING OF SERVICE LINES.
PROPOSED 64 L.F. 18
ADS 12 ® 1.0%
PROPOSED 58 L.F. 18" ADS N-1e
W/ FLARED
PIPE 0 LOX
END SECTION
PROPOSED 60 LF. 18" ADS - PIPE 0 1.0%
W/ FLARE' END SECTION
.
LEGEND
PROPOSED 32 L.F. 18" ADS N-12
W/ FLAMED
PIPE
END
0 1.0%
SECTION
W/ FEARED
, 0 St ,ITU
INV. TUT: 5127.1'.
5120 INV.-Ott.
INSTALL 18• NOM
TO PROITECT
5129.0'.
NAL RIP-RAP
OUTFALL
5120
INSTALL 18'
TO
NV
NOMINAL
PROTECT
OUT: 5130.8'.
RIP-RAP
OUTFALL
PROPOSED 103 L.F. 18" AD
W/ FLARED END SECTIONS
. N-12 CULVERT
O
5140
3.8X
INV.
INSTALL
OUT:
5128.0'.
INSTALL 18!'
Tb
NOMIN L RIP-RAP
PRO WY OUTFALL
INV IN: 5156.0'
EXISTING PROPERTY LINES
18" NOMINAL-RIP
RAP
5120
5120
TO PROTECT
OUTFALL
DATUM ELEV
DATUM SLAV
DATUM ELEV
DATUM SLAY
INV. OUT:152.0'
INSTALL 18
TO PROTEC
NOMINAL RIP-
OUTFALL
AP
EXISTING EASEMENT
DATUM ELEv EXISTING FENCE
5115.00
5110.00
5135.5
5110.00
`
5136.3
5126.6
5130.4
5115.00
5143.3
5148.2
0
rn
5130.00 PROPOSED BUILDING
Of
Oi
"1
c+
Co
6
a
0VN
0
N
O
0
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u1
6
a
a
m
1�
v
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K1
00
py
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to
a,
in
h
m
ici
PROPOSED FUTURE BUILDING
N
N
N
141
n
M
N
N
M
M
N
N
I'1
M
11-
,n
1 PROPOSED GRAVEL PARKING AREA
n
n
n
u1
-
u�
6
to
v1
u1
u1
v1
v1
uu1
u1
n
,n
(POSSIBLE FUTURE ASPHALT)
(POSSIBLE
DATE: 10-28-2011
0+00 1+00 0+00 1+00 0+00 1+00 0+00 24-00 1+00 0+00
JOB NO. 11162
STORM D STORM C STORM B STORM A CULVERT (103 L.F.)
SHEET C3 OF C5
�� FRAME WIDTH o 0
o o m j LO-E8
- 4"x4"x1/4" STAINLESS
MINIMUM BOX LENGTH R-3246
EQUALS D't+1 1 OR NEENAH OS
S a m 3 0.03c°
3
2 0 o t to 2 0 0 t o
"- z
STEEL ANGLE, 3" LONG WITH SLOT
CUT INTO ANGLE FOR MOUNTING,
BOLT ANGLE TO BOTH P.E.PIPE
r INLET GRATE
FRAME LENGTH, WHICHEVER AND FRAME OR EQUAL
IS GREATER .I
/f
a a
m z
rl •I, ,pr LL 40 0 4 o o
�� ~ N -' ~
AND CONCRETE WALL. )
OF FOUR FOR BAFFLE
_
MI
F
MINIMUM BOX WIDTH
EQUALS FRAME WIDTH PLUS NOTE: NEENAH INLET GRATE AND
FRAME NOT SHOWN IN PLAN FOR
"D"+4 1/2" STORMWATER CLARITY OF CONCRETE DIMENSIONS
(
W
r w
2 BAFFLE BELOW
r
_
Lid
NOTE: STORMWATER BAFFLE TO i'- -
BE A HALF SECTION OF ADS (P.E.) 8 +
INSTALL A NEOPRENE GASKET
PIPE OF DIAMETER= "D"+3"
•
{
STORMWATER
BETWEEN BAFFLE AND
1 /2" DIA. X 4" STAINLESS
BAFFLE
o
CONCRETE WALL
STEEL WEDGE ANCHOR BOLT,
!
(SHOWN HIDDEN TO REVEAL
1._ v,
z.
5/8"x1 3/4" SLOT IN ANGLE)
PIT
BC-
TICAL OF FOUR)
CO
In+.4
.OnI
LL
�
i_.
'�
A
II
v
— 1/2" DIA x 4" LONG
I
E
TO P.E. BAFFLE
II
I
E 4 2
o
o
1i1
J
(TYPICAL OF 4)
I
���
a o x Dox
Loom o�om
INSTALL A NEOPRENE
BETWEEN BAFFLE AND ® 1/2" DIA X 4" STAINLESS
CONCRETE WALL ' I STEEL WEDGE ANCHOR BOLT
—WIDTH OF 80X
o m m
�k �k
m m o
z W z z Z
"D" DIMENSION IS OUTSIDE DIAMETER p' (TYPICAL of FOUR) s Fi i m 2 J L.Z
E
DESIGNED BY
DRAWN BY I
CHECKED BY
FRAME WIDTH
OF OUTLET DRAIN PIPING. N o iv
"D" DIMENSION IS OUTSIDE DIAMETER _
OF OUTLET DRAIN PIPING.
• SECTION A SECTION B
STORMWATER QUALITY
N. T. S. N.T.S.
INLET BAFFLE INSTALLATION
1'
PLAN VIEW
PLAN VIEW
6" -N.-
N. T. S. N.T.S.
4 1/2" --
11/2"---_
LEGEND FOR RADII
BAFFLED INLET
— STORM WATER TREATMENT DETAIL
FINISH GRADE
`
NTS `
FLOOR BOX
f 12" -ow-
A = 1/8"
B = 1-1/2"
C = 1-1 /2" - 2"
•
CD
r
NEENAH R-7506 OR
�-
APPROVED EQUAL
1"
S J,NV,I
EEP
IS
6" DEPTH OF GRAVEL
IA
CM
CONCRETE PAII
UNDER FRAME & CONC.Q..r'
LU
SOD OR OTHER SUITABLE
REQUIRED
W
t_ -
a
wOt-o
O 9
CC C)
CROWN FIELD TRENCH TO VEGETATIVE COVER
4" PERFORATED PVC
SPIGOT END
W
`�
-
r o0
v
DIVERT SURFACE WATER
DI TRIBUTION PIPE
/ l: vn9vh1A•e• Ames*
4000 PSI CONCRETE WITH
r FIBER MESH
Z+
y
Z J o
TOPSOIL
INSTALL MULTIPLE INFILTRATORS END TO END
1 •1 M
. 5 B .d •fe:
4" RISER
I
1 i
Z
1
O
Q 0 r`
z Z o rn
:i':ir:i'i
•tet}?;„..14,r-w, .:�. d". •a : •p
i'C.:'i}:i^%ii:'i:i'F:iit'::'::: ':: �.::::.::::::::::.......
SOD OR OTHER
SUITABLE
CL6 BASE COURSE CONTINUED FROM
w O j�
c.......ici.:., :'::'::'::::::::::::!!'iii:'
......
VEGETATIVE
VEGE E COVER
mss!'
IIPSTREET. STRIP ALL TOP SOIL AND
r
O m Q
f✓IC::':':i':y:{:':':�i:i,:i
.:::':-':::................: gl`
.... aa':::r ::: -:.:. .
�::':: "i::iii!.,;r '.. r.;_�::::.�':: '::r
....,:.:.
..,.........
-
Trm.'4•n
LI) Er w
UNDISTURBED ::::.:r:.i'i::
r:::::.i;, ;':'
n :::::::.....
ici.iii:'.:?:::::::::':.'::; :',.:�i6.•i5?iF;Sr.?:°”
:;' :::'..
12"
.�•..�
J. .'.'.'.
—.
.,m
CLAY, SCARIFY SUBGRADE,
I RECOMPACT TO 95% MIN. STANDARD
Q
U
EARTH \\�\��\ G
'•` f ' a
\/�
�/\�//\\ \2"
I
r y A . •••
TOPSOILN.T.S.O
1__
4" SEWER UNE 4" SEWER LINE
"TRUEWYEPROCTOR.r>STANDARD CURB & GUTTER../\/
'RI:
/� \
�::`'S:::•::• ...:�•
w%
'n.'..:..r :r' �pFILTER
FABRIC
N-140
. ,•
\ '\
s �ao�, Z\�q 4
qr
FILTER FABRIC
_
FLOW
a4S4
FLOWV
r/'�//
)MIRAFI
��\/
ROCK y
N:.y'.
,.a`. . v_
.\gee.
MIRAFI N
140
�iSCREENED
/
II
I'I
II
`
%�
3/4"-1 1/2" DIAMETER /
_
`s: - �:•
/
1
;�ppilwI
�t'..i
j\
-
�\ 2'
11
iii
11
1:9-
STANDARD /
:,;'.•`
u
al
INFILTRATOR
�I':.�:.''';
oINFILTRATOR
.;
` 4 `,' ``<�-,:
`/\
\.
1
1
m CHAMBERS
Ili
� lilt��'
•AND
SAND FILTER MEDIA LAYER
1
Int
i111MIren
o
^
4"314"314' WYE
:. ,, :. .. ,.
'
>��
COARSE TO MEDIUMS
_L���IUL
•'n1
��
/
i��'
•;'...,
:. _.:..: , ':<:.;::'_;:', :._
CSURFACEOMPACT AND LEVEL
r
c
...
i/
�:sir
m
,/
`/ ..
I
1111
al
id
;�'
/(ill w
-----
\ •
/\ /
1111
(111
al
1111
„ter
"\��\\
TWO—WAY SEWER
CLEAN OUT DETAIL
// /
\ \ \ \ \
...,0
�/
NATIVE GROUND
i
i
i
°i
��
uil
til
N.T.S.
>14,,,<\/X\/X\/X\/X\/X\/X\ i
In
i
i
\
j\
1
it
�:
' ` ��
1m
1.
NOTE: EACH ROW OF INFILTRATORS MUST BE LEVEL I
INLET AND END CAPS ARE TO BE INSTALLED ON
EACH END INFILTRATOR CHAMBER RESPECTIVLEY. 2' (TYPICAL)
Figure 2:
D
INSTALL 4" PERFORATED PIPE ALONG THE ENTIRE
thence Distributing Valve Assembly (6000 Series Valve)
LENGTH OF EACH ROW OF CHAMBERS. PIPE MAY BE
BACKFILL AROUND
AUTOMATIC
DISTRIBUTION
VALVE
..
LAID ON TOP OF SAND LAYER OR RUN ALONG THE
-.
"
TOP INTERIOR THROUGH THE INFILTRATOR CUT OUTS.
CHAMBERS WITH
1/2"-2" N.T.S.
BALES EMBEDDED
SCREENED GRAVEL
INSTALL A 4" VERTICAL INSPECTION RISER FROM
CENTER CUT OUT ON THE LAST CHAMBER IN ONE OF
TWO ROWS PER FIELD TRENCH. p LTRIBUTPVCION PIPE
I
'-'
''a'.':'
2" X 2" X 3' 4" TO 6"
,'// .� STAKE (TYP.)
O
oi
TYPICAL CROSS SECTION PLAN VIEW STANDARD
INFILTRATOR BEDDING
CAPACITY
TYPICAL YARD LANSCAPED SURFACE
OR AGGREATE PAVED SURFACE
�-
•`:'
-- --r,
-•
� ��'A, . iI**t,
��
vs ``\`
w
ec
INFILTRATOR CHAMBER
NOT TO SCALE
TO SCALEFLOW
SYSTEM
,��NOT
'/
Ali
PRESURE DOSED CHAMBER SAND FILTER SYSTEM
„.
`
rr►
��� V����
`/
...:...
����
FILL
N.I.S.
INSTALL 2" BLUE BOARD IF
\
-
.
BERM
6" MIN.
DEPTH OF COVER IS LESS THAN 3'•
s.=
''
OR
LI =-•'
'
-n'°"
'"`
NATURAL
EXCAVATED MATERIAL COMPACTED
TO 90% STANDARD PROCTOR
TERRAIN
•
4w
CLASS 6 ROAD BASE
`
Sewer Ring & Cover
4"
I--
j
a "0 ::'
STRAW CHECK DAM DETAIL
Item # {4" and S")
-
4"
;�
_::.>•.:;
N.T.S.
CI-R4, CI-RS
d
12'
TRENCH CROSS—SECTION FOR
6" OF 1 1/2" SCREENED ROCK;-
SDR-35 OR HDPE PIPES
8" Sewer Ring Cover
,26 •-•I:<6" d� cuss 2 AccliEcnTE•
& 24"
N.T.S. '�•�•-'�' BASE COU •'•'•'•
Approximate Weight: ,
a I\ i
Cover: 165 lbs 8"
I
Ring: 235 lbs _
3111
J'+
_
PraapSdrxtloafor aPreaurhedSyaEaa'
Imput Paraten
•••-•,..... EXISTING FABRIC
^ GRADE FABRIC
CS
z o
ova Sb 0.11 Wm
ao1O°
MUD RACK DETAIL TYP.
0
•."u•1 Mood tat t0b 20 tea
340
+
•
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et
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ens.-Mo.
N.T.S.(
0a. sr.v1 >a tee
me ser
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, r
lj
101:11:1111:10(•
Number aumwWtM .
im.bIIm
orate•
v
(n
a0000 oao\
1""t te"°"' SSA fest
Lobos u. m• 1.m
WW1 LENGTH AS NEEDED TO MAINTAIN
ADEQUATE CLEAN SURFACE LEAVING SITE
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fipe•a1M=a•ee•5e1Wb w
FOODENOR STEED
FIL1Y:K FABRIC
104•214004 /art She LD
„e,,.Mar Nees odei
R
rat FENCE POST
/
1416a"' helm tow OA tee
150
Mail ON 8' CENTERS
1
vv
CrkdeUeO•
.i vr•r
"
- 24r. -
30"3
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0 •OMtt 0.411 gem
°"°°°
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4" Sewer Ring 8 Cover 4„"°"°"
"a ""'° AI
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�
TaN.m.l MOn 1Yb all re14500w
,"
'/
R
_
Approximate Weight: ,
of unto me lane 2
eb40011mrM
' •o
34"
Cover 165 lbs
,e .
iv. t•e UrM• )A t
en. Not! 10.41 het
�0.
UMW Hod VV Orel. 2A Ism
54
•'/ �/
Ring: 135 lbs
M.6 us k. •esa 0.4 tee
H.6 te.eWe.*0wtewp
50
\
•,
I
I
•
1e if/.ems'
r.•. TA Mt
1
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:•:••
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I I�-I
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mod us n Deamat Pot SA tett
12" MINIMUMI—III�I
—III—_I
I
I I--III p / J
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MeM tt.T•wy 0.lrp 2a Ps
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r-I
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"ot rive, ate" l1f �' I TIII—�S/D,YA►
TRENCH APROx 4" X 4"
6M: frontdoskatvelleyprocataxn
10-28-2011
DATE:
.fillitsan TYPICAL SILT FENCE CROSS SECTION
JOB NO. 11162
N.T.S.
SHEET C5 OF C5
CL
38'-4"
28'-O"
CL I CL
/„
C
U
4'-4"
CL
8'-0"
9'-6'
8,-O"
eception
CL
CL
17'-2"
7'-O"
13'-8"
Overhead
Cabinets
r0
Bill's
Office
4'-8"
30"x 30"
Attic /
Crawlspace
access
Office
omputer
Closet
CO n `e Ye n Ce
iL i y/ /7 // // /7 7/
i
Office
3.01
J
U
4'-0"
N
Ceiling
C:\Projects\Rulison 2\Floor Plan CD Flip Revised.pin
Eye Wash
Station
0
-a
13'-8"
13'-6
office
CL
5,_0"
15'-0'27'-11" I, 8'-0"
CL
Break Roo
3.0,
/21/:
9'-6"
2'-0"
0
0
C
Mop
Mark
Type
Elev.
Size
Frame
Remarks
1
Alum.
A
2-3'-O" x 8'-O"
Alum.
Pushbar / Closer
2
Solid Core Wood
B
3'-0" x 6'-8"
Wp
3
Solid Core Wood
g
3'-0" x 6'-8"
WD
4
Solid Core Wood
B
3'-0" x 6'-8"
WD
5
Hollow Metal
C
3'-0" x 8'-0"
HM
Insulated / Closer
6
Solid Core Wood
B
3'-0" x 6'-8"
WD
7
Solid Core Wood
B
3'-0" x 6'-8"
WD
8
Solid Core Wood
B
2-2'-0" x 6'-8"
WD
9
Solid Core Wood
B
2-3'-O" x 6'-8"
WD
Provide Louvers (or Ventilation
10
Solid Core Wood
B
3'-0" x 6'-8"
WD
11
Solid Core Wood
B
3'-0" x 6'-8"
WD
12
Solid Core Wood
B
3'-0" x 6'48"
WD
13
Hollow Metal
C
3'-0" x 8'-0"
HM
Insulated / Closer
14
Solid Core Wood
B
3'-0" x 6'-8"
WD
15
Solid Core Wood
B
3'-0" x 6'-8"
WD
16
Solid Core Wood
B
3'-O" x 6'-8"
WD
17
Solid Core Wood
E
3'-0" x 6'-8"
WD
Closer
18
Solid Core Wood
B
3'-0" x 6'43"
WD
Closer
19
Solid Core Wood
B
3'-0" x 6'-8"
WD
Closer
20
Solid Core Wood
E
3'-0" x 6'-8"
WD
Closer
21
Solid Core Wood
g
3'-0" x 6'-8"
WD
22
Hollow Metal
D
3'-0" x 7'-0"
HM
Closer 20 Min Rating 7'_4" High Frame
23
Hollow Metal
F
3'-0" x 7'-0"
HM
Closer / 20 Min Rating / Wired Glass 7'-4" High Frame
24
Solid Core Wood
B
3'-0" x 6'-8"
WD
25
Hollow Metal
D
3'-0" x 7'-O"
HM
Closer / 20 Min Rating / Wired Glass 7'-4" High Frame
26
Hollow Metal
F
3'-0" x 7'-O"
HM
Closer 20 Min Rating 7'-4" High Frame
27
Hollow Metal
F
3'-0" x 7'-0"
HM
Closer 20 Min Rating 7'-4" High Frame
28
Hollow Metal
F
3'-0" x 7'-0"
HM
Fin. FIr 100'-O"
�\
A B
I I I
E
F
C D
Raul Gawrys
Architecture / Planning
River View Plaza
'00 Elk Run Drive, Suite 222
Basalt, Colorado 81621
Phone: 970.927.4411
Fax: 970.927.4069
rgawrysilsopris. net
Tri-State
Trucking
Office and
Maintenance
Facility
Garfield County
Colorado
Permit Set October
26,2011
Construction Set
Pec. 8, 2011
Flipped Version
Code Check Revisions
January 3, 2012
January 5, 2012
PROJECT NO:
DRAWN BY:
CHK'D BY:
COPYRIGHT
SHEET TITLE
1/4" Floor Plan
A-'102
PROJECT NO:
C:1Projects\Rulison 21FIoor Plan CD Flip Revised.pin
Elevation Top o Beam 121'-6"
Verity with Metal Building
Manufacture
Eltivatinn Topes PJate11Q' _
_Eievnbon . ieade.t_1Q8:=Q'-
Elevation To_p_cifini ElgotjQO'-Q_ e
South Elevation
4 4
11 1111 1 1111 1 I
l 1111 I 1111 1
L
111
moi.;_--' =1.n
die
maim
- =. -,
4
6" Bollards 48" High Typical
North Elevation
Elevation Too of Beim 121'=6"
Verity with Metal Building
Manufacture
Elrvatinn top lalate.11Q' _
Flevabant leadet_1Q8_Q -
Elevation TQp of Fix ELE1Qot](2O_'-Q_ -
Metal Building by Others
1
--'.I.— ..rte—
u1
MN —L
=0I -
Metal Building by Others
Stone Veneer
—
East Elevation
Metal Building by Others
14" Log
Column
11111 Ilill IIIA
Wood Beam
See Structural
J 11 111 11 111 11 1
Metal
Roofing
Illillllll ILIII
it 111 1 1 Ill
-moi _a�.
Synthetic Stone
11 - - - - Veen& - - - - - - 1 - - - - - - -1 l- - -iJ
West Elevation
14" Log
Column
O Elevation Top of Beam 12-6"
Verify with Metal Building
Manufacture
Elesatianlap of.P.late-11n'-n"
_ — - 4 S(evationsrl Header tosLo"
K.20"
C9c' & 41 /er /2 .
1Q,atjoja 1QR Qf Emish Flap -1001-0"
L , zees /G / fnyn per
2009 Lee, $ c, *n /008 .
Lf14/ re %e0//-174,4/ per
Elevation Too of Beam 121'-6"
Verify with Metal Building
Manufacture
Eloatian lop of Plate -110'-n"
£Iesation Header 19$_Q"
�eLatio�
Building Elevations
Scale: 1/8" =1'-O"
lap Qf Ein.is11 F1ssr1OO'-O"
Raul Gawrys
Architecture / Planning
River View Plaza
100 Elk Run Drive, Suite 221'
Basalt, Colorado 81621
Phone: 970.927.4-411
Fax: 970.9274069
ryawlys i sopris.net
Tri-State
Trucking
Office and
Maintenance
Facility
Garfield County
Colorado
Permit Set October
26,2011
Construction Set
Dec. 8, 2011
Flipped Version
Code Check Revisions
)anuary 3, 2012
January 5, 2012
DRAWN BY:
CHK'D BY:
COPYRIGHT
SHEET TITLE
Exterior Elevations
PROJECT NO:
C:\Projects\Rulison 21FIoor Plan CD Flip Revised.pin
4
4
Shop
El. T.O. Plywood 110'
Break Room
4 4
a.
Office
Quite
2x4s016"OC
with 5/8" Gyphoard Both
Sides
Metal Building
Storage
42" High Wall
11/2" Steel Pipe Handrail
18 P.0 .6" = 10'-0"
IIIII
11111
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Raul Gawrys
Architecture / Planning
River View Plaza
100 Elk Run Drive, Suite 222
B, Colorado 81621
Phone 970.927.4411
Fax: 970.927.4069
rgawrys&Dsopris.net
Tri-State
Trucking
office and
Maintenance
Facility
Garfield County
Colorado
Permit Set October
6 2011
or structior Set
Dec. 8 2011
FIT P ie. Versior
Cose Check Revisions
)anua 3 2012
Januar 5 2012
DRAWN BY:
CHK'D BY:
COPYRIGHT
SHEET TITLE
W-17 Roof Plan
C:\Projects\Rulison 21FIoor Plan CD Flip Revised.pin
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11/2" Steel Pipe Handrail
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Roof Plan
Scale: 1/8" =1'-0"
Raul Gawrys
Architecture / Planning
River View Plaza
100 Elk Run Drive, Suite 227
Basalt, Colorado 81621
Phone: 970.927.4411
Fax: 970.927.4069
ryawrys(Vsopris.net
Tri-State
Trucking
Office and
Maintenance
Facility
Garfield County
Colorado
Permit Set October
26.2011
Construction Set
Pec. 8, 2011
Flipped Version
Code Check Revisions
)anuary 3, 2012
January 5, 2012
PROJECT NO:
DRAWN BY:
CHK'D BY:
COPYRIGHT
SHEET TITLE
W-17 Roof Plan
A-302
41
.r-
1'-4"
8" 8"
EXTERIOR
FACE
pp
w
a
Q
0
r
CORNER BARS.
36 BAR DIAMETERS
(TYP5
HORIZONTAL
FOUNDATION WALL
REINFORCEMENT
r
I
I
STD. 90' HOOK.
TYPICAL CORNER DETAILS -Q
SAWCUT SLAB 1" DEEP
WITHIN 8 HOURS MAX.
AFTER POURING CONCRETE
AND FILL WITH POURED
JOINT FILLER.
NOTE: PLASTIC
"QUICK JOINT" OR
EQUAL MAY BE USED
IN PLACE OF SAWCUT
CONTROL JOINT
WA e.
•1 .04••10
EXTEND REINF.
THROUGH JOINT
8" LAP
CONSTRUCTION JOINT
TYPICAL SLAB JOINT SECTIONS =1'-a
METAL BUILDING COLUMN ANCHOR BOLTS
DIAMETER
LENGTH (L)
HOOK (b)
PROJECTION (p)
1/2"
l'-4
3"
1 1/4"
3/4"
11-4
rtl
2 3/4"
1"
1'-6
4'
3"
ALL ANCHOR ROD MATERIAL SHALL CONFORM TO ASTM F1554, GRADE 55.
RE: BUILDING MANUFACTURER'S BASE PLATE DETAILS FOR ANCHOR BOLT LOCATIONS & SPACING.
(4) #5 VERT
EXTEND 8" INTO
FOOTING BELOW
P-
4
TYP. STEMWALL
REINF.
TYP. STEMWALL
REI N F.
2'-0
(2) #5x `2'-0
TOP STEP.
STD. 90' HOOK.
(2) #5 CONT. T.&B.
2.-0
SLOPE MAY VARY.
BOTTOM STEP.
2'-0
=1 11=`I ['
TYPICAL STEP DETAIL
NO SCALE
8" L
(4) #5 VERT.
EXTEND 8" INTO
FOOTING BELOW
'
2 CLR.
(TYP.) o
P-2
#3 TIES 0 10
TYP. STEMWAL_
REINF.
3'-4"
ABBREVIATIONS
A.B.
ADD'L
ADJ.
A.I.S.C.
ALT.
ARCH.
A.S. T.M.
BLDG.
BM.
8.0.
GOT.
BSMT.
BTWN.
CANT.
CB
CH.
C.J.
CLR.
C.M.U.
COL.
CONC.
CONN.
CONST.
CONT.
CONTR.
CTRO.
C.W.
GET.
DIAG.
DI AM.
DIM.
• DISCONT.
d.l.
DWG.
EA
E.F.
EL
ELECT.
ELEV.
E0.
E.W.B.
E.W.
EXIST.
EXP. JNT.
EXT.
FDN.
FIN.
FLR.
- ANCHOR BOLT
- ADDITIONAL
- ADJACENT
- AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
- ALTERNATE
- ARCHITECTURAL
- AMERICAN SOCIETY FOR
TESTING & MATERIALS
- BUILDING
- BEAM
BOTTOMBOTTOM OF
-
- BASEMENT
- BETWEEN
- CANTILEVER
- CARDBOARD
- CHAMFER
- CONTROL/CONSTRUCTION
- CLEAR, CLEARANCE
- CONCRETE MASONRY UNIT
- COLUMN
- CONCRETE
- CONNECTION
- CONSTRUCTION
- CONTINUOUS
- CONTRACTOR
- CENTERED
- CURTAIN WALL
- DETAIL
- DIAGONAL
DIAMETER
- DIMENSION
- DISCONTINUOUS
- DEAD LOAD
- DRAWING
- EACH
- EACH FACE
- ELEVATION
- ELECTRICAL
- ELEVATOR
- EQUAL
- END WALL BARS
- EACH WAY
- EXISTING
- EXPANSION JOINT
- EXTERIOR
FOUNDATION
- FINISH
- FLOOR
JOINT
.F.0.8.
F.0.CONC.
F.O.W.
FS.
FT,
FTG.
F.W.
GA.
GAL.
G.L.
GR.
GR. BM.
H.A.S.
H.D.G.
HORIZ.
H.5.8.
H.S.S.
I,D.
I.F.
IN.
INT.
JNT.
K
K.C.I.
LB.
UN. FT.
1,1.
LL. V.
MAT'L.
MAX.
MECH.
MID.
MIN.
MISC.
ITL.
N.I.C.
NO.
NOM
N.T.S.
0.C.
0.F.
O.D.
O.H.
OPNG.
P.A.F.
P.S.F.
P.S.I.
P. T.
R.
REINF.
- FACE OF BRICK
- FACE OF CONCRETE
- FACE OF WALL
- FLAT SLAB
FOOT
- FOOTING
- FILLET WELD
- GAUGE
- GALVANIZED
- GLU-LAM BEAM
- GRADE
- GRADE BEAM
- HEADED ANCHOR STUD
- HOT DIPPED GALVANIZED
- HORIZONTAL
- HIGH STRENGTH BOLT
- HOLLOW STRUCTURAL SECTION
INSIDE DIAMETER
- INSIDE FACE
- INCH
- INTERIOR
- JOINT
- KIP (1,000 lbs.)
- KIP PER CUBIC INCH
- POUND
- LINEAL FEET
- LIVE LOAD
- LONG LEG VERTICAL
- MATERIAL
- MAXIMUM
- MECHANICAL
- MIDDLE
- MINIMUM
- MISCELLANEOUS
- METAL
- NOT IN CONTRACT
- NUMBER
- NOMINAL
- NOT TO SCALE
- ON CENTER
- OUTSIDE FACE
- OUTSIDE DIAMETER
- OPPOSITE HAND
- OPENING
- POWDER ACTUATED FASTENERS
- PLATE
- POUND PER SQUARE FOOT
- POUND PER SQUARE INCH
- PRESSURE TREATED
- RADIUS
- REINFORCEMENT
REO'D.
RM.
SCHED.
SECT.
SH T.
SIM.
s.l.
S.L.V.
SPC.
SPEC.
SQ.
STD.
STIFF.
Sn.
STOR.
SYM.
T.&B.
THK.
T.O.
TYP.
U.N.0.
VAR.
VERT.
V.I.F.
WT.
- REQUIRED
- ROOM
-
- SECTION
- SHEET
- SIMILAR
- SNOW LOAD
- SHORT LEG VERTICAL
- SPACE
- SPECIFICATION
SQUARE
- STANDARD
- STIFFENER
- STEEL
- STORAGE
- SYMMETRICAL
111
TOP AND BOTTOM
- THICKNESS
- TOP OF
- TYPICAL
- UNLESS NOTED OTHERWISE
- VARIES
- VERTICAL
- VERIFY IN FIELD
- WEIGHT
BYMBQLS
CENTER LINE
DIAMETER
ELEVATION
& AND
WI WITH
FE PLATE
X BY
y NUMBER
O AT
SQUARE
L ANGLE
n
8"
2'-8"
r l
MARK
•3
•1
•
I—
I —
(3) #5 EACH WAY BOT.
B
L...1.-
rtl
.__
— —
.__ _
.11. - —z --114„
8"
ro
FOOTING SCHEDULE
MARK
SIZE
REINFORCEMENT
REMARKS
111 1
2'-6" x 2'-6" x O'-10"
(3) #5 EACH WAY BOT.
48/24
B
2'-6" x 4'-0" x 1'-0"
#5 9 8 EACH WAY BOT.
5/8"
C
3'-O" x 3'-0" x O'-10
(4) #5 EACH WAY SOT.
FLOOR
D
4'-0" x 4'-0" x 0'-10
(5) #5 EACH WAY GOT.
8d 0 12" O.0
0
6'-9" x 6'-9" x 1'-2
(8) #5 EACH WAY GOT.
8d ® 4" O.C.
O.M.U. REINFORCING SCHEDULE
1. PROVIDE #5 0 32 VERTICAL REINFORCING AT 8" C.M.U. GROUT ALL VERTICAL REINFORCING SOLID.
VERTICAL REINFORCEMENT SHALL EXTEND THROUGH BOND BEAMS TO 2" CLR. BELOW TOP OF
C.M.U. USE STANDARD "DUR-O-WAL" "LADUR TYPE" 0 16" O.C. HORIZONTAL REINFORCING.
2. PROVIDE #5 CONT. VERTICAL EACH SIDE OF ALL OPENINGS AND CONTROL JOINTS. EXTEND 2'-0
MINIMUM EACH SIDE OF OPENING. GROUT SOLID.
3. LAP ALL VERTICAL REINFORCING MINIMUM OF 40 BAR DIAMETERS.
4. PROVIDE #5 x 4"-0 ® 32 DOWELS FROM STEMWALL TO C.M.U. LAP 2'-0 WITH VERTICAL
REINFORCING AND GROUT SOLID.
TYP. STEMWALL
REINF.
(8) #5 VERT.
EXTEND 8" INTO
FOOTING BELOW
P--3
TYPICAL PILASTER DETAILS
N
\
6"
1,-0"
P-4
apes Bole 501)5 gel✓+
Required /0 fl -/1/11
/05P1°C--17637), /57,0/75 r,
N
(8) #5 VERT.
EXTEND 8" INTO
FOOTING BELOW
TYP. STEMWALL
REINF.
N
2" CLR
(TYP.)
GRID
GENERAL NOTES
1. LIVE LOADS USED IN DESIGN (METAL BUILDING):
A. ROOF (SNOW)
B. MEZZANINE FLOOR
C. OFFICE FLOOR
D. WIND
EXPOSURE
BUILDING CATEGORY
,40PSF
250 PSF
50 PSF + 20 PSF
IMPORTANCE FACTOR (Iw)
Vs,
V„„
E. SEISMIC
SEISMIC USE GROUP
IMPORTANCE FACTOR
B
1.0
310. mph
75 mph
R COEFFICIENT
SPECTRAL RESPONSE COEFFICIENTS
SOs—
SITE CLASS
BASIC SEISMIC
0.302
0.095
1.0
3
C
FORCE RESISTING SYSTEM (FRAMED BUILDING) PLYWOOD SHEAR WALLS
DESIGN BASE SHEAR (FRAMED BUILDING) 634‹
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE
2. CONCRETE:
A. ALL CONCRETE FOR FOUNDATIONS SHALL DKVELOP 3,500 PSI COMPRESSIVE STRENGTH IN 28
DAYS. EXCEPT SLABS ON GRADE WHICH' S$ 'DEVELOP 4,000 PSI COMPRESSIVE STRENGTH
IN 28 DAYS. USE 1 1/2" MAX. COARSE AGGREGATE FOR INTERIOR SLABS ON GRADE
B. ALL REINFORCING SHALL CONFORM TO ASTM A615. GRADE 60. EXCEPT COLUMN TIES.
BEAM STIRRUPS, AND DOWELS TO SLAB ON GRADE WHICH MAY BE GRADE 40.
C. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAIL OR AUTHORIZED
BY THE STRUCTURAL ENGINEER. LAP SPLICES. WHERE PERMITTED. SHALL BE A MINIMUM
OF 36 BAR DIAMETERS. MAKE ALL BARS CONTINUOUS AROUND CORNERS.
D. STAGGER SPLICES A MINIMUM Of (-0" FOR TOP AND BOTTOM CONTINUOUS BARS IN
FOUNDATION, UNLESS OTHERWISE SHOWN OR NOTED
E. DETAIL BARS IN ACCORDANCE WITH A,C,I. DETAILING MANUAL AND A.C.F. BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE, LATEST EDITIONS.
F. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING (INCLUDING W.W,F.) AT
POSITIONS SHOWN ON THE DRAWINGS. DO NOT ATTEMPT TO LOCATE ANY REINFORCEMENT
DURING CONCRETE PLACEMENT.
G. REINFORCEMENT PROTECTION SHALL BE AS FOLLOWS:
(1) CONCRETE POURED AGAINST EARTH 3"
(2) FORMED CONCRETE EXPOSED TO EARTH OR WEATHER ----2"
(3) FORMED STAIRS OR WALLS NOT EXPOSED TO WEATHER 3/4"
H. PLACE 2—#5 (ONE EACH FACE) WITH 2'-0 PROJECTION AROUND ALL OPENINGS IN
CONCRETE UNLESS OTHERWISE SHOWN OR NOTED.
I. SLABS. BEAMS, AND GRADE BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE.
ANY STOP IN CONCRETE WORK MUST BE MADE AT MIDDLE OF SPAN WITH VERTICAL
BULKHEADS AND HORIZONTAL KEYS SPACED 6' ON CENTER UNLESS OTHERWISE SHOWN.
ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY THE ARCHITECT
AND THE STRUCTURAL ENGINEER.
3. WOOD-
A. ALL JOISTS, BEAMS AND HEADERS 2 TO 4 INCHES WIDE SHALL BE HEM FIR NO. 2 AND
BETTER WITH Fb = 850 PSI AND E = 1,300,000 PSI.
B. ALL JOISTS. BEAMS AND HEADERS 5 INCHES AND WIDER SHALL BE HEM FIR NO. 2 AND
BETTER WITH Ft) = 1.000 PSI AND E = 1,400,000 PSI.
C. STUDS AND PLATES SHALL BE HEM FIR IN STUD GRADE WITH Fb = 675 PSI AND E _
1,200,000 PSI.
D. "TRUS-JOISTS" SHALL BE DESIGNED, MANUFACTURED, AND ERECTED IN ACCORDANCE WITH
MANUFACTURER'S STANDARD SPECIFICATIONS AND RECOMMENDATIONS.
E. MICRO -LAMS SHALL BE PROVIDED WITH Fb = 2,600 PSI AND E - 1,900,000 PSI.
4 MASONRY:
A, ALL REINFORCING IN MASONRY WALLS SHALL BE FULLY ENCLOSED WITH GROUT. USE PEA
GRAVEL MIX WITH I'c = 3.000 PSI.
B. CONCRETE MASONRY SHALL CONSIST OF LIGHTWEIGHT CONCRETE BLOCK WITH A
COMPRESSIVE STRENGTH OF 1,900 PSI.
C. FILL ALL VOIDS AND BLOCK CELLS SOUD WITH MORTAR FOR A DISTANCE OF 24" BENEATH
AND 12" EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS, UNLESS
OTHERWISE SHOWN OR NOTED.
D. MASONRY IS TO BE LAID IN TYPE "M" OR "S" MORTAR IN ACCORDANCE WITH TABLE NO.
21-A IN THE UNIFORM BUILDING CODE. TYPE "N" MASONRY CEMENT MORTAR IS NOT
ACCEPTABLE.
E. MASONRY WALLS MUST BE ADEQUATELY BRACED DURING CONSTRUCTION TO WITHSTAND
WIND AND SEISMIC LOADS. BRACING MUST REMAIN IN PLACE UNTIL ROOF (MD FLOOR)
DIAPHRAGMS ARE FULLY CAPABLE OF PROVIDING LATERAL SUPPORT.
5. FOUNDATIONS:
FOUNDATION DESIGN IS BASED ON RECOMMENDATIONS BY HP GEOTECH. JOB NO. 106 0684.
RECOMMENDATIONS IN THIS REPORT SHOULD BE FOLLOWED.
A. ALLOWABLE SOIL BEARING PRESSURE 1.500 P.S.F.
SOILS ENGINEER OF RECORD SHALL EXAMINE EXCAVATION TO VERIFY BEARING PRESSURE AND SOIL
CONDITIONS PRIOR TO CONSTRUCTION.
6. ALL DIMENSIONS ON STRUCTURAL DRAWINGS TO BE CHECKED AGAINST ARCHITECTURAL. NOTIFY
ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING MTh
CONSTRUCTION.
7. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF, AND WALLS MTH MECHANICAL AND ELECTRICAL
REQUIREMENTS.
#3 TIES CSD 10
N
M
\.- (8) .#5 VERT.
EXTEND 8" INTO
FOOTING BELOW
6" I 6"
a
1'-0"
r
8"
P
5
PLYWOOD/SHEAR WALL NAILING SCHEDULE
USE
THICKNESS
SPAN/INDEX
RATIO
EDGE
NAILING
INTER
NAILING
FLAT ROOF
3/4"
48/24
8d ®6 O.C.
8d 0 12" O.C.
SLOPED ROOF
5/8"
32/16
8d 0 6" O.C.
8d 0 12" O.C.
FLOOR
3/4" T.&G.
48/24
8d 0 6" O.C.
8d 0 12" O.0
SHEAR WALL
1/2"
24/0
8d ® 4" O.C.
8d 0 10" O.C.
I. PLYWOOD FOR ROOFS. FLOORS, AND SHEAR WALL SHEATHING SHALL
BE APA GRADE TRADEMARKED COX W/ EXTERIOR GLUE. LAY UP
PLYWOOD W/ FACE GRAIN PERPENDICULAR TO SUPPORTS AND
STAGGER JOINTS. ALL NAILING COMMON NAILS; RING SHANKED FOR
ROOF AND FLOOR SHEATHING. REFER TO TABLE ABOVE FOR USE
REQUIREMENTS.
2. ALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. OSB
SHEATHING MAY BE USED AS AN ALTERNATE. TO PLYWOOD.
OSB SHEATHING SHALL HAVE A SPAN RATING EQUIVALENT TO OR
BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND
THICKNESS (WITHIN 1/3r) SHALL BE THE SAME AS THE PLYWOOD IT
REPLACES.
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Raul Gas,veys
Architecture / Planning
100 Elk Run Suite 222
isalt, Colorado 81621
970.9-7.4411
C970.618.1935
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Tri-State
Trucking
Office and
Maintenance
Facility
Garfield County
Colorado
CATE DESCRIPTION
PROJECT NO: 10.10:
DRAWN BY: 'PC
CHK'D BY: FNR
COPYRIGHT
SHEET TITLE
GENERAL
NOTES
5-100
f
Ci
y
25'-4"
'8'-0"
38'4"
ft
4'-4"
12'-8"
8'-0"
CL
9'-6„
CL
CL
CL
118'-6
12'-8"
8'-0"
CL
r
J
C:1Projects\Rulison 21FIoor Plan CD Flip Revised.pin
Eye Wash
Station
3.01
Bill's
Office
30' x 30"
Attic /
Crawlspace
access
Overhead
Cabinets
7' O'
13'-8"
9
/ /7 /7 7/ /7 // /I 7, 7/ 7/
Computer
Closet
6061
0
Lfi
4'-0"
7Of-fice
10-2"
rence
Install
Gypboard on
Face of Metal
Building
Office
S
5'-0"
•
•
•
•
•
\ ;fit i/n
Counter
•
•
•
•
•
•
•
•
•
•
•
4'-8"
eception
�\,<c
a,,0
Office
12'-4"
Office
4,-O"
N
U
o
O O
N N
CL
15'-0'27'-11"
CL
8,-0"
Pt
v
N
n
3.01
9 6'
J N
J
CL
2'-O"
•
•
\
IA}
0
1
N
Mop
Mark
Type
Elev.
Size
Frame
Remarks
1
Alum.
A
2-3'-0" x B'-0"
Alum.
Pushbar / Closer
2
Solid Core V`'ood
B
3'-O" x 6'-8"
WD
3
Solid Core Wood
B
3'-0" x 6'-8"
WD
4
Solid Core Wood
B
3'-0" x 6'-8"
WD
5
Hollow Metal
C
3'-0" x 8'-O"
HM
Insulated / Closer
6
Solid Core Wood
g
3'-O" x 6'-8"
WD
7
Solid Core Wood
B
3`-O" x 6'-8"
WD
8
Solid Core Wood
B
2-2'-0" x 6'-8"
WD
9
Solid Core Wood
B
2-3'-O" x 6'-8"
WD
Provide Louvers (or Ventilation
10
Solid Core Wood
B
3'-0"x6'-8"
WD
11
Solid Core Wood
B
3'-0" x 6'-8"
WD
12
Solid Core Wood
B
3'-0" x 6'-8"
WD
13
Hollow Metal
C
3'-O" x 8'-0"
HM
Insulated / Closer
14
Solid Core Wood
B
3'-0" x 6'-8"
WI)
15
Solid Core Wood
B
3'-O" x 6'43"
WD
16
Solid Core Wood
B
3'-0" x 6'-8"
WD
17
Solid Core Wood
E
3'-0" x 6'-8"
WD
Closer
18
Solid Core Wood
B
3'-0" x 6'-8"
WI)
Closer
19
Solid Core Wood
B
3'-0" x 6'-8"
WD
Closer
20
Solid Core Wood
E
3'-O" x 6'43"
WD
Closer
21
Solid Core Wood
g
3'-O" x 6'-8"
WI)
22
Hollow Metal
D
3'-0" x 7'-0"
HM
Closer 20 Min Rating 7'-4" High Frame
23
Hollow Metal
F
3'-0" x 7'-O"
HM
Closer / 20 Min Rating / Wired Glass 7'-4" High Frame
24
Solid Core Wood
B
3'-0" x 6,-S"
WI)
25
Hollow Metal
D
3'-0" x 7'-O"
HM
Closer / 20 Min Rating / Wired Glass 7'-4" High Frame
26
Hollow Metal
F
3'-0" x 7'-0"
HM
Closer 20 Min Rating 7'-4" Hih Frame
27
Hollow Metal
F
3'-O" x 7'-O"
HM
Closer 20 Min Rating 7'-4" High Frame
28
Hollow Metal
F
3'-0" x 7'-0"
HM
Fin. Flr 100'-O"
1\
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A B
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1
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C n
Raul Gawrys
Architecture / Planning
River View Plaza
100 Elk Run Drive, Suite 222
Basalt, Colorado 81621
Phone 970.927.4411
Fax: 970.927.4069
rgawrys@sopris.net
Tri-State
Trucking
office and
Maintenance
Facility
Garfield County
Colorado
Permit Set October
26.2011
Construction Set
Dec. 8, 2011
Flipped Version
Code Check Revisions
January 3, 2012
January 5, 2012
PROJECT NO:
DRAWN BY:
CHK'D BY:
COPYRIGHT
SHEET TITLE
1/4" Floor Plan
A-102
PROJECT NO:
C:1Projects\Rulison 21FIoor Plan CD Flip Revised.pin
Eleatton Topof-Beam 121'-6"_ e
Verily with Metal Building
Manufacture
Elevatinn TQ PJate.11Q' DL _ e _
_ELe�tianFleade>=1Q8 ' - -
Elevation TQp of Finish FIQotjQQ-Q_ - Q
South Elevation
4 4
n
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--SIL—— — — —----------------------------------------t-------------------------�
4
6" Bollards 48" High Typical
Metal Building by Others
E
North Elevation
Elevation Top of Bain 121'-6"
Verify with Metal Building
Manufacture
ElevitiortPJate110112_ _
Flevation .0_1-leader_1(281-AL1 -
Elevation TQp_QfFinish FIQorJQQ-Qt
Metal Building by (4thers
Stone Veneer
LJ
East Elevation
Metal Building by Others
14" Log
Column
6 x 6 Post
11111 III III
I 1 1 1 1 1 1 1 1 1 1 1 1 1 1
J
Metal
Roofing
Wood Beam
See Structural
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Synthetic Stone
----------------------------i---------------'.�`L -------------- ----r -IJP
14" Log
West Elevation Column
=
0I
0
Ask Elevation Top of Beam 1t-6"
Verify with Metal Building
Manufacture
_ e. Elesdtionl QF te_11O'-O"
_ 6 _F1esationLFieeadet1D8 Q"
Fleyatjo_u 1Q2 QFFlnlsll F1QQrj00'-0"
L«c r, inJes /L 4''475 per
2009 roc, 5ec,5nm /008 .
Lot / reUon// to per
2009 C&? C 44'/er /2.
d
at
Elevation Top o( Bea m 121'-6"
Verify with Metal Building
Manufacture
Ele iionlap of21ate_110'-O"
Jlexation.LaHeader 1.08.::.0"
Uleyafion 1Q12 QFFinish FJQQr100'-O"
Building E[evations
Scale: 1/8" =1'-0"
Raul Gawrys
Architecture / Planning
River View Plaza
100 Elk Run Drive, Suite 222
Basalt, Colorado 81621
Phone: 970.927.4411
Fax: 970.927.4069
ryawrysOsopris.net
Tri-State
Trucking
Office and
Maintenance
Facility
Garfield County
Colorado
Permit Set October
26,2011
Construction Set
Dec. 8, 2011
Flipped Version
Code Check Revisions
January 3, 2012
January 5, 2012
DRAWN BY:
CHK'D BY:
COPYRIGHT
SHEET TITLE
xterior Elevations
� A-201
PROJECT NO:
Permit Set October
26.2011
C:\Projects\Rulison 21FIoor Plan CD Flip Revised.pin
Pre Finished
El. TO Plate and Beam l Metal D Edge
110,-0„ -- �---
1 x 4 Cedar Fascia
Wood Beam
See Structural
14" Log Column
12
Roof Construction
• Metal Roofing
• Ice and Watershield
' 5/8"CDX Plywood
' Pre -Engineered
Roof Trusses
' R - 38 Insulation
' 6 mil vapor barrier
' Suspended ACT
}Irrr.r11111111.1,111,11r11rrI IL.1A . ; ,,;iI1,11111
Continuous Attic
Vent
Wall Construction
' Stucco System
• 1/2" Plywood Sheathing
'2x6's0216"O.C.
' R-19 Batt Insulation
' 6 mil. Vapor Barrier
' 5/8" Gypboa rd
Thin Stone
Veneer
44. 0 Header 108'-0"
Office
IF
Wall Section A
Scale:1/2" = 1'-0"
•
2" Rigid
Insulation
12
2.5 1—
Office Offce
Wall Construction
2x4's016"O.C.
' Sound Batts
' 5/8" Gy7bo,: rd Both Sides
Office
Storage
Floor System
' 3/4" T&G Plywood
• DI Floor Joists
z-- Metal Building
Locker Room
El. T.O. Prod 100'-0"
Wall Section B
Scale: 1/2" =1'-0"
El. T.O_Pltwood 110'-0"
O
Shop
R
a
6" Reinforced Concrete Slab
over 6 mil. Vapor Barrier and
Gravel Base
Wall Section C
Scale:1/2" =1'-0"
El. T.O. Slab 100'-0"
Raul GavveyS
Architecture / Planning
River View Plaza
'00 Elk Run Drive, Suite 222
Basalt, Colorado 81621
Phone: 970.927.4411
Fax: 970.927.4069
ryawrys&sopris. net
Tri-State
Trucking
Office and
Maintenance
Facility
Garfield County
Colorado
Construction Set
Dec. 8, 2011
Flipped Version
Code Check Revisions
January 3, 2012
January 5, 2012
DRAWN BY:
CHK'D BY:
COPYRIGHT
SHEET TITLE
V-06 Wall Sections
r_ /1/////0 517-evrtd ,WA47
d,/--;P/v/ we/d/47 "e'1e/'re.§
TY. /1 4/6
/�SjO�'t�dY1BUI
AN AMERICAN
41-
LDIN
APNIO�riED
SUBJECT TO NOTED
EXCIONS Ss INSPECTIONS
GARFIELD COUNTY
BUILD DEPA 4NT
Date / / By -
.LD COPY.
NO INSPECTION WITHOUT
TIDE PLANS ON SITE
page of
INt�
"But/ding Success -through Partnerships"
103 ND,
0.
0
1
ScSee)
1.
1.
GENERAL FOUNDATION NOTES
THE METAL GUIDING SUPPLIER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION.
THE FOUNDATION DESIGN SHOULD BE OGRE WITH DUE REGARD TO THE SPEGFIC SOIL CONOFDONS PRESENT AT THE ACTUAL JOBSITE.
FOUNDATION MUST BE DESIGNED FOR THE APPUCABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING MD MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS
FOR EACH OF THE VARIOUS LOADING CONDTXiNS. THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN WADS TO BE RESISTED BY THE FOUNTATIONS.
4. REINFORCING BARS, WIRE MESH, ANCHOR ROD SHEAR ANGLES, TIE RODS AND / OR HAIRPINS HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN.
THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS. MUST BE SUSTAINED BY HAIRPINS, GE RODS, BUTTRESSES. OR
OTHER DEPENDABLE MEANS.
5, COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED. THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL
EXTEND TO THE NATURAL GRADE IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST UNE
B. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB, AS SPECIFIED BY THE FOUNDATION DESIGNER.
7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE. LEVEL.. AND SMOOTH. ANCHOR RODS SHALL BE ACCURATELY SET TO A TOLERANCE +1/16 INCH ON DIMENSIONS WITHIN
THE GROUP SPACING FOR AN INONLOIJAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A ±1/8 NCH TOLERANCE
8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE 11-1AT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS.
9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR RODS), OTHER MATERA S, AND LABOR SHALL BE SUPPLIED BY TRE FOUNDATION
CONTRACTOR.
SO. ANCHOR RODS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PRQIECNON FROM CONCRETE, DIAMETER AND QUANTITY.
11. THE EMBEDMENT OF THE ANCHOR RODS IN THE CONCRETE ANO CONFIRMING ADEQUACY OF ANCHOR ROD EDGE DISTANCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER.
THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED.
12. ALL ANCHOR ROOS SHALL BE ASTM F1554 GRADE 36 OR EQUAL IN ORDER TO CONFORM TO THE METAL BUILDING SUPPUER'S DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE
SIIttSSTS GNEN IN THE MSC MANUAL OF STEEL CONSTRUCTION,
13. ANCHOR ROD DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMNG ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE ANCHOR BOLT PLAN. ANCHOR RODS
FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED.
BASIC MATERIAL SPECIFICATIONS
PRIMARY FRAMING STFFT
STEEL FOR MILL -ROILED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36, ASTM A 572 GRADE 50 OR 55, OR ASTM A 992.
STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING:
A. ASTM A 1011 SS, GRADE 55
B. ASTM A 1011 HSLAS, GRADE 55, CLASS 1
C. ASTM A 572 GRADE 55
D. ASTM A 529 GRADE 55
STEEL FOR ENDWALL 'C SECTIONS SHALL CONFORM TO A5Tkf A 1011 SE, GRADE 55, OR HSLAS, GRADE 55, CLASS 1.
STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 500 GRADE B. 42 KSS..
SECONDARY FRAMING STEL
STEEL USED TO FORM PURUNS, GIRIS, EASE STRUTS AND "C' SECTIONS SHALL CONFORM TO ASTM A1011 SS, GRADE 55, OR HSLAS GRADE 55, CLASS 1, OR IF
GALVANIZED SHALL CONFORM TO ASTM A653 SS, GRADE 55. G90 OR HSLAS, GRADE 55, CLASS 1, 690.
ROOF AtiD WALL PANEL MATERIAL
EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING:
PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE BO.
MATERIAL MAY BE EITHER 26 OR 24 GAGE.
PANEL MATERIAL SNAIL BE ALUMINUM --ZINC ALLOY -COATED Shat CONFORMING TO THE REQUIREMENTS OF ASNAI A 792 SS, GRADE 50. CLASS 1.
MATERIAL MAY BE EITHER 24 OR 22 GAGE
PANEL MATERIAL SHALL BE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION 690. CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 80, CLASS
OR HSLAS, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE.
PANEL MATERIAI SHALL RF 71NC--f'AATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ATN A 653 55, GRADE 50, CLASS
MATERIAL MAY BE EITHER 24 OR 22 GAGE.
' RACE_MATFRIALS
BRACE CABLES: ASTM A 475. 7 -STRAND EHS WIRE CABLE 8C4 - 1/4' DIA(7mm)
BRACE RODS: ASTM A 572. 50 KSI (UPSET THREADS)
OR ASTM A 529, 50 KSI (CUT THREADS)
8R5'.5/13' DIA(16mm)
BR9 m 1 1/8' DIA.(29mm)
BC5=S/16' 014(13mm)
BR6=3/4' DLA(20mm)
13R10=-- 1 1 /4'DIA.(32mm)
1 OR CLASS 2,
1 OR CLASS 3.
BC6=3/8' DIA.(lOmm) OC8-1/2' DLA(13mm)
BR7-7/8' DIA(23mm)
BRIT- 1 3/8" DIA(35rnm)
888-1' DIA(28mm)
BR12- 1 1/2' DIA(39mm)
STRUCTURAL PRIMER NOTE;
'SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING DURING TRANSPORTATION TO THE JDBSTIE AND FOR NOT MORE THAN 45 DAYS FROM THE APPLICATION.
STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDTDONS, INCLUDING TRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECT THE
DURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE. OR THE DURABILITY AND CORROSION RESISTANCE
OF A FIELD APPLIED FINISH COAT OF PAINT OVER A SHOP PRIMER. MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND
ERECTION ARE UNAVOIDABLE AND ME NOT THE RESPONSIBILITY OF THE METAL BUILDING SUPPLIER ABC IS NOT RESPONSIBLE FOR THE DETERIORATION OF THE PRIMER OR
CORROSION THAT MAY RESULT FROM NEITHER ATMOSPHERIC AND ENVIRONMENTAL CONDITIONS NOR THE COMPATIBILITY OF THE PRIMER TO ANY FIELD APPLIED COATING.'
'AS A MINIMUM AND SECONDARY TO BORE STRENUOUS JOB SPECIFIC REQUIREMENTS, PROJECTS LOCATED IN CANADA MUST BE ERECTED WITHIN TOLERANCES AS DEFINED
IN SECTION 29.7 OF SPECIFICATION 516.01 AND PROJECTS IN OTHER LOCATIONS MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN THE LATEST EDMON OF THE
METAL BUILDING SYSTEMS MANUAL PUBLISHED BY THE MTA'
CONSTRUCTION BRACING NOTE.
TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES. FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION IS TO BE DETERMINED, FURNISHED
AND INSTALLED BY THE ERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED NILEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY
TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED RESULTING FROM WINO AND OR SEISMIC ACTMTY AND AGAINST THE LOADS RESULTING FROM THE ERECTION OPERATION..
CERTIFICATION AND SCHEDULE OF DRAWINGS
THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY FOR THE
REFERENCED BUILDING HAVE BEEN DESIGNED IN OUR MODESTO, CA OFFICE FOR FABRICATION IN OUR CARSON CTIY, NV
PLANE.
IN ADDITION TO THE DEAD LOAD (0) OF THE BUILDING COMPONENTS, THE MEMBERS ARE DESIGNED ON THE FOLLOWING
DESIGN BASIS:
COLLATERAL LOAD (C)
2 paf On Roof Members
2 psi On Supporting Frames
ROOF LNE LOAD (Lr)
30 psf When Applied Al A Uniform Load In Combination with Dead and Collatarel Loads
In Other Loading Conditions 20 pef on Roof Members With Reduction On Supporting Frames As Permitted By Code
SNOW LOAD (5)
40 pet Roof Snow Load When Applied As A Uniform Load In Combination with Dead and Collateral Loads
In Other Loafing Conditions Roof Snow Leads are Determined In Strict Accordance with the
Applicable Building Code Provisions and are Derived from the Ground Snow Load as Specified Below.
Roof Exposure Condition = Fully Exposed
Thermal Condition = All structures that do not otherwise qualify as either 'Structures kept Just above freezing
and othersor "Unheated structures and structures intentionally kept below freezing'
57.2 pef Ground Snow Orad
Thermal Factor = 1.0
Snow Exposure Factor - 0.9
Snow Importance Factor - 1.0
WIND LOAD (115
Exposure (Surface Roughness) Category - C
90 mph Basic Wind Speed (-second gust)
Enclosure Claaeifica8on = Enclosed Buildings
Internal Pressure Coefficients, GCpi = +0.18 and -0.1B
Wind importance Factor 1.0
SEISMIC LOAD (E)
Equivalent Lateral Force Procedure
32.5 Xg 0.2s Short Period Spectral Response Acceleration 5(e)
7.2 Xg 1.0s Spectral Response Acceleration 5(1)
Site Classification - D
Seiemic Importance Factor = 1.0
Seismic Design Category = C
Seismic Design Short Period Acceleration, Sds = 0.334g
Seismic Design I Sec Period Acceleration, 541 - 0.1152
Ra-Brec{ng)o 9.00
R(Rtgtd Frame)- 3.00
Classification of Building - II. III buildings and other structures except those listed In Categories I, III, and N
1. ROOF DESIGN IS BASED ON THE LARGER OF LIVE LOAD OR ROOF SNOW LOAD.
2. ALL WELDING MUST BE PERFORMED BY AWE QUALIFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS TO BE
USED. All. WELDING AND WELD PREP MUST BE COMPLETED AND VISUALLY INSPECTED TO AWS ACCEPTANCE CRITERIA
(TABLEAN
6.1) IN ACCORDANCE WITH THE APPLICABLE An STANDARD. WELD ELECTRODES USED FOR ALL FIELD WELD
PROCESSES MUST BE SELECTED FROM TABLE 3.1 IN AVIS 01.1 FOR GROUP II MATERIAL GREATER THAN OR EQUAL 0.125'
THICK OR TABLE 12 IN AWE 01.3 FOR MATERIAL LESS THAN 0.125' THICK AND ALL FILLER MATERIAL MUST HAVE A
Fir OF 70 KSI.
AMERICAN BUILDINGS COMPANY SERVICEABILITY STANDARDS (2006 MBMA MANUAL CRITERIA) WILL BE USED FOR DESIGN AND
FABRICATION OF YOUR ORDER.
THE ABOVE DESIGN LOADS ARE APPLIED IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE. THE DESIGN IS IN
GENERAL ACCORDANCE WITH 2005 RISC 360-05 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. ANO 2007 AISI NASPEC
NORTH AMERICAN COLD -FORMED STEEL SPECIFICATION. -
THIS CERTIFICATION ISS UNITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED
BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINOOWS. LOUVERS, TRANSLUCENT PANELS AND
VEETLATORS ARE NOT INCLUDED. ALSO EXCLUDED, ARE OTHER PARIS OF THE PROJECT NOT PROVIDED BY AMERICAN
BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND
INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN
ACCORDANCE YOITTI AMERICAN BUILDINGS COMPANY'S 'GENERAL ERECTION GUIDE', THE LATEST EDITION OF THE MBNA
MANUAL, AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LIMED ON THIS SHEET SHALL. REMAIN WITH AND BECOME
PART OF THIS CERTIFICATION.
PRODUCT APPROVALS AND CER irTirNS:r
1. UNIFORM BUILDING CODE (ICBG] - CT FA -285 -CARSON CITY, NEVADA PLANT.
2. INDIANA - 3 MASItH PIAN PRRROJE NUMBERS
GABLE BUILDINGS r 337643
SINGLE SLOPE BUILDINGS : 337848
LEAN-TO BUILDINGS : 337649
3. WMSCONSIN- 200802-M, 13 BASIC STYLES.
4. CITY OF'D, OHIO DOCKETS S-52-82.
5. CAN/CSA W47.1 OMSION I CERTIFICATION AT EL PASO, CARSON CITY, AND LA CROSSE
B. CAN CSA A660 CERTIFICATION AT EL PASO, CARSON CITY, AND LA CROSSE.
7. CRY OF LOS :11=ABRNCATORS LICENSE 11390 AT CARSON CITY�P IT
8. STANDING SEAM U STANDING SEAM 360 WIN UPLIFT -CLASS 90 UL 90 CONSTRUCTION NO.S 93 AND 210A AS
LESTED IN UN LABORATORIES ROOFING MATERIALS AND DIRECTORY.
9. LOC SEAM / LDC SEAM 380 WIND UPLIFT -CLASS 90� UL 90 CONSTRUCTION NOS 238, 238A, 2388, 238C. 331,
332, 336, 435, 451, 487, AND 567 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND
SYSTEM DIRECTORY.
10. LONG SPAN. / LONG SPAN ESI PANEL. WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 71, 161, AND 167 AS
LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY.
11. 22 GA. STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCWDING 1-120 CORPS OF
ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WiTN ASTM E-1592.
12. 24 GA. STANDING SEAM 380 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. CORPS OF
ENGINEERS GUIDE SPECIFICATION 07416 MND HAS BEEN !caItp IN ACCORDANCE WITH ASTM E^1592
13. 24 AND 26 GA. LONG SPAN III HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150.
14. 22 GA. LOC -SEAM 360 FIAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-180 AND HAS BEEN
TESTED IN ACCORDANCE WITH ASTM E-1592.
15. 24 GA LOC -SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, CORPS OF
ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WMTH ASTM E-1592
16. 24 GA. LOC -SEAM MODIFIED WITH 3M -V1-19 TAPE 14950 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07418.
17. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 07-1025.01 - 24 GA. STRUCTURAL SIESL 3' X 24"
STANDING SEAM 360
18. MIAMI -RADE COUNTY, FLORIDA ACCEPTANCE NO. 07-1025.02 - 22 GA. STRUCTURAL STEEL 3' X 24"
STANDING SEAM 360
10. MIAMI --RADE COUNTY, FLORIDA ACCEPTANCE NO. 07-1025.03 - 22 GA. STRUCTURAL STEEL 2" X 16' LOC SEAM 360
20. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 06-0612.09 - 24 GIL NON-STRUCTURAL (ARCHITECTURAL)
METAL ROOFING 2' X 16' LOC SEAM 360 OVER STEEL DECK.
21. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 06-0320.23 - 24 GA. NON-STRUCTURAL (ARCHITECTURAL)
METAL ROOFING 2" X 10' LOC SEAM 360 OVER WOOD DECK
22 MIAMI -RADE COUNTY, FLORIDA ACCEPTANCE NO. 08-0827.20 24 GA. STRUCTURAL STEEL 1 1/4' X 36'
LONG SPAN III ROOF PANEL
23. MIAMI-DADE COUNTY. FLORIDA ACCEPTANCE NO. 03-0530.05 24 GA. STRUCTURAL STEEL 1 1/4' X 36'
LONG SPAN III WALL PANEL
24. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 03-0530.04 24 GA. STRUCTURAL STEEL 1 1/4' X 36"
ARCHIWALL PANEL
TECTURAL
FLORIDA, POT APPROVAL FOR ROOFING (FL704-R2 MO FL4813-R7), SKYIJGHTS (F18961 -R1 AND F1.7709 -R1),
AND PANEL WALLS (FL7O5-R2).
SHEET
NUMBER
DATE
REV. NO.
SHEET
NUMBER
DATE
REV. NO.
ABC -1
12/3/11
SED -011
12/3/11
1
ABC -2
12/3/11
1
SED -012
12/3/11
1
AB -1
12/3/11
1
SET] -013
12/3/11
M3-2
12/3/11
1
5ED-014
12/3/11
1
AB -3
12/3/11
SED --015
12/3/11
)
ABC -2
12/3/11
1
SED -016
12/3/11
E -a1
12/3/11
SED -017
12/3/11
1
5-02
12/3/11
SED -018
12/3/11
1
E-03
12/3/11
1
SED -019
12/3/11
1
E --03A
12/3/11
E-04
12/3/11
1
E-05
12/3/11
E-08
12/3/11
E-07
12/3/11
1
E -O8
12/3/11
E-09
12/3/11
1
E-10
12/3/11
1
E-11
12/3/11
1
E-12
12/3/11
E-13
12/3/11
SED -001
12/3/11
1
SED -002
SED -003
12/3/11
1
12/3/11
1
SED -004
12/3/11
1
SED -005
12/3/11
i
5E0-006
SED -007
12/3/11
1
12/3/11
1
SED -008
12/3/11
1
SED -009
12/3/11
1
5E0-010
12/3/11
1
THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS
ONLY CERTIFYING THAT THE DESIGN OF THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS
COMPANY SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS
CERTIFICATION EXCLUDES THE ERECTION OF THE STRUCTURE.
This wet signature applies to
sheets Arc- i thru SED- t4 of
these drawings
INO.
REVISIONS
MADE CK'D
DATE
ENGR DATE
NO.
REVISIONS
MADE CK'D DATE
ENGR
1
For Construction
RS
BTT
12/3/11
,tM
TE
[Z%/11
1
DRAWING SUBMITTAL
STATUS
[•] FOR CONSTRUCTION
[ ] FOR APPROVAL
[ ] FOR PERNR ONLY
[ 1. FOR PRELAaNARY
SCALE: NONE
DRAWN BY:I KB
DATE TRI-STATE TRUCKING
11/18/11 16605 HWY 6
CHECKED BY:I
DESIGN APPD BY:IA M
CAD BY: DHG
11/18/11 18:11:43 Ver. 37.3
RIFLE, CO
SORSEN DESIGN AND CONSTRUCTION
MODESTO GAI]EORNIA
AMERICAN BUILDINGS COMPANY
DRAWING,
NUMBER'
51555601 ABC -1
REV.NO.
1
24'10
PORTAL FRAME,
24`5 I 25'0
25'0
23'4 2
1'7
125'0 OUT TO OUT OF SIEEL
ANCHOR BOLT PLAN
FLYIEHRD FLOOR ELRVA770IY- !00'-0
EASE PLATE E.GTVATIOH I00'-0
* s BASE PLATE ELEVATION= 'O1 -O
DRACED BAY E.H.
RE'1StONS
MADE
CK'0
DATE
ENGR
DATE
NO.
REVISIONS
For Construction
MADE
RS
CK'D
BET
DATE
12/3/11
ENGR
bl
DATE
DRAWING SUBMITTAL
STATUS
[0] FOR CONSTRUCTION
[ ] FOR APPROVAL
[ ] FOR PERMR ONLY
[ ] FOR PRELMINARY
SCALE: NONE DATE
DRAWN BY: DHG 1i/15/11
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DESIGN APPD BY:I,M
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CAD BY: DHG
11/16/11 14:45:17 Ver. 37.3
TRI—STATE TRUCKING
16605 HWY 6
RIFLE, CO
SORSEN DESIGN AND CONSTRUCTION
MODESTO 00 CALIFORNIA
AMERICAN BUILDINGS COMPANY
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DRAWN BY: DHG 1i/15/11
E rA
DESIGN APPD BY:I,M
CHECKED
CAD BY: DHG
11/16/11 14:45:17 Ver. 37.3
TRI—STATE TRUCKING
16605 HWY 6
RIFLE, CO
SORSEN DESIGN AND CONSTRUCTION
MODESTO 00 CALIFORNIA
AMERICAN BUILDINGS COMPANY
DRAWINGREVNp
, 51555601 AB -1
NUMBER' 1
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6'0 6'D
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(12) REQUIRED
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INSTALLED AS SHOWN IN SECTION RF50/AA (uphill)
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SED --j#
LOCATIONS ARE INDICATED ON THE ROOF FRAMING PLAN.
Clip Mark Number is: CL -13
THIS ROOF SYSTEM DESIGN USES WEB CRIPPLING CUPS
INSTALLED AS SHOWN IN SECTION RF53/BA
ON DRAWING SED-#.
LOCATED ON ALL PURUNS ON FRAME UNES: 3
Clip Mark Number is: CL -15
CLIPS AT ROOF
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DATE ENGR DATE
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REVISIONS
MADE CK'D DATE
1
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12/3/11
ENGR DATE
12.4 Al
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DRAWING SUBMITTAL
STATUS
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[ ] FOR APPROVAL
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NONE
DRAWN BY:
KB
CHECKED BY: L
DESIGN APPD BY:
DATE TRI-STATE TRUCKING
11/19/11 16605 HWY 6
RIFLE, CO
SORSEN DESIGN AND CONSTRUCTION
CLD BY:
11/1111 09:25:36 Ver. 37.3
MODESTO
CALIFORNIA
AMERICAN BUILDINGS COMPANY
DRAWING.
NUMBER'
51555601 E-05
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(12) REQUIRED
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OR RF50AAA (downhill) AND RF5I/BA ON DRAWING
SED --j#
LOCATIONS ARE INDICATED ON THE ROOF FRAMING PLAN.
Clip Mark Number is: CL -13
THIS ROOF SYSTEM DESIGN USES WEB CRIPPLING CUPS
INSTALLED AS SHOWN IN SECTION RF53/BA
ON DRAWING SED-#.
LOCATED ON ALL PURUNS ON FRAME UNES: 3
Clip Mark Number is: CL -15
CLIPS AT ROOF
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(r2jCL-1s
REVISIONS
MADE CK`D
DATE ENGR DATE
ND.
REVISIONS
MADE CK'D DATE
1
For Construction
RS
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12/3/11
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12.4 Al
4m
DRAWING SUBMITTAL
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KB
CHECKED BY: L
DESIGN APPD BY:
DATE TRI-STATE TRUCKING
11/19/11 16605 HWY 6
RIFLE, CO
SORSEN DESIGN AND CONSTRUCTION
CLD BY:
11/1111 09:25:36 Ver. 37.3
MODESTO
CALIFORNIA
AMERICAN BUILDINGS COMPANY
DRAWING.
NUMBER'
51555601 E-05
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1 /2
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L3P26-26.8 1/2
1/2
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L3P26-21.6
L3P26-28.8 1/2
L3P26-21.6
L3P26-26.8
L3P26-21.6
L3P26-213.8 1/2
L3P26-28.8
1/2
L3P28-21.6
L3P26-28.8 1/2
1/2
L3P28-21.6
L3P26-21.6
L3P26-28.8 1/2
L3P26-21.8
13P26-28.8
L3P26-21.6
L3P26-28.8 1/2
L3P26-21.6
L3P26-28.8 1/2
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L3P26-28.8 1/2
L3P26--21.8
L3P26-26.8 1/2
L3P26-21.6
L3P26-26.8 1/2
L3P26-21.6
L3P26-26.5 1/2
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3.75#9 61-.20 0W (13.5 RS21.1 (2.75)RSA-1
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N
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n
N
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N
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N
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REVISIONS
(1.75)BA-20
MADE
CK'D
DATE
ENGR DATE
NO.
L
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(1)FJ150-7.2 -1
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SHEETING PACKAGE MK#/ EWO1S-A
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REVISIONS
MADE CK'D DATE
ENGR DATE
1
For Construction
RS
BJ1'
12/3/11
AM
IZ/ /rI
�(3)FPFV-2 W/ (3)FPEC-1
DRAWING SUBUITTA..
STATUS
SCALE:
NONE
DATE
(•) FOR CONSTRUCTKIN
[ ] FOR APPROVAL
[ ] FOR PERMIT ONLY
[ ] FOR PRFFIIANARY
DRAWN BY:
KB
11/19/11
CHECKED BY:I
DESIGN APPD BY:
CAD BY: I_
11/19/11 09:25:37 Ver. 37.3
NOTE: ALL WALL PANEL RIB TO GIRT
INTERSECTIONS REQUIRE FASTENER(S).
TRI-STATE TRUCKING
16605 HWY 6
RIFLE, CO
SORSEN DESIGN AND CONSTRUCTION
MODESTO
CAUFORNIA
AMERICAN BUILDINGS COMPANY
DRAWING.
NUMBER'
51555601 E-08
REV.NO.
1
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(4) REQUIRED
TIPICAL U.N.
20'0
8213-18.11 3/4CC
(4) REQUIRED
"tYYY ICAL U.N.
20'0
8213- 18.11 3/4CC
(4) REQUIRED
M'ICAL U.N.
20'0
8Z13-18.8 7/BCZ
(4) REQUIRED
TYPICAL U.H.
20'0
1000 OUT TO OUT OF GIRT UNE
Al - 3070 PREA ODOR PKG. LIP
REVISIONS
MADE
CK'D
DATE
ENGR
DATE
NO.
REVISIONS
ENDWALL FRAMING AT FRAME LINE 8 CLIPS AT LINE 8
WADE CK'D DATE ENGR DATE DRAWING Sumer -TAI.
For Construction
RS ea12/3/11 AM itt+ STATUS SCALE
[•] FOR CONSTRUCTION
[ ] FOR APPROVAL
[ ] FOR PEWIT ONLY
[ ] FOR PRELIMINARY
NONE
(8)CL-2
(32)CL-4
(18)s12
(4)CL-18
DATE
DRAWN BY:I KB
11/11/11
CHECKED BY:I
CAD BY: I
DESIGN APPD BY4
11/19/11 09:25:37 Ver. 37.3
TRI-STATE TRUCKING
16605 HWY 6
RIFLE, CO
SORSEN DESIGN AND CONSTRUCTION
MODESTO
CALIFORNIA
AMERICAN BUILDINGS COMPANY
DRAWING.
NUMBER'
51555601 E-09
REV.NO.
1
TRECL
h
N
a
N
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a.
N
C
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CK'D
DATE
ENGR
DATE
NO.
(5)ak_2D .a
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REVISIONS
MADE
CK'D
DATE
ENGR
1
For Construction
RS
BJT
12/3/11
AM
1DA,
/
7
DRAWING SUBMITTAL
STATUS
SCALE
NONE
DATE
[.] FOR CONSTRUC11ON
[ ] FOR APPROVAL
( ] FOR PERMIT ONLY
[ ] FOR PRELIMINARY
CAD BY: I
DRAWN BY:
KB
li/19/11
CHECKED BY:I
DESIGN APPO BY:1
11/19/11 09:25:38 Ver. 37.3
I1
FBC-1--
TRI-STATE TRUCKING
16605 HWY 6
RIFLE, CO
SORSEN DESIGN AND CONSTRUCTION
2
MODESTO
AMERICAN BUILDINGS COMPANY
DRAWING.
NUMBER'
51555601 E-10 1
REV. NO.
PORTAL FRAME SPLICE BOLT TABLE
SPLICE
A
B
13a
SIZE
3 4 X 2
3/4 X 2
OEP1H
1'8 3 4
1'8 3/4
CLEAR AT SPLICE
10'O 1/4
19'0 1/4
PLATE SIZE
8 X 0.5300
8 X 0.5030
MEMBER
NO.
oUTS1DE FLG.
WIDTH/THICKNESS
8 X 0.3750
8 X 0.3750
WEB INSIDE FLO.
THICKNESS WIDTH/THICKNESS
0.1875
0.1345
8 X 0.3750
8 X 0.3750
STARTING WEB
DEPTH (IN.)
16.000
20.000
ENDING WEB
DEPTH (iN.)
16.000
20.000
C
4
1/2x2
5 7/8
N/A
N/A
8 X 0.3750
0.1875
8 X 0.3750
16.000
16.000
0
4
1/2 X 2
5 7/8
N/A
N/A
I Fo3R'[-24.7 1 /2HH
1ES5S3-24.11 1/21111
1E95.83-24.11 1 2H
105553-24.11 1/2110
NOTE: AU. WAIL PANEL RIB TO GIRT
�r INTERSECTIONS REQUIRE FASTENER(S).
r
\
5( ((2)� REQUIRED
TYPICAL U.N.
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1