HomeMy WebLinkAboutApplication- Permita
No. 7854
GARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8tb, Street, Suite 303
Glenwood Springs, CO 8811601(970) 9454212
Job Address �LJ N 1G &Holey 34(-5 !( [F u C 0
Nature of Work Building Permit
Use of Building a vyk* OL1 Se
owe --R F i ) or
contractor 0
Amoimt of PermitS ao s • g -t" 1 Date
YekiY\ . g c)
acs.gy
1 . �
Clerk
3oo(/
331 0,1(1k,e17 4$69/ a .010
/3!75
1/2-ee"4-`trc,x'1.09
n?os, Si(
ti
GARFIELD COUNTY BUILDING PERMIT APPLICATION
OARFIEID COUNTY (OLENWOOD SPRINGS). COLORADO
2P'I4ONE: (970) 945.212
INSPECTION UNE: (970)384-5003
PERMIT NO. —7 W5 L PARCEIJSCHEDULE NO.
BADM": ; IQ a (Lac Lows, 3004 hi., 3 zs (c Paso
LCR' NO.
BLOCK NO./ SUBDIVIS
h ¶$L Qrs«y: No /; /sr S5 Teel
cm-,LA(c5p1.k,LCo
"'IN
A /S v)- (1,7 2.--i (t. f� cf/d,fb
es- /u93
waPAe2S /U93
comusTop. se t."
1611 Pt yr mew
PAT (WW1
unciatanMu jo s e
uM/4
CLAMP, WIC Doom.
a..tp e4'H-3t' 1 r ye.✓ Jr`r. fA�re..� �� .�P.S
661,611611011 661CiVII 61
461.4M o.r«rs mains
0 OatlreWAT/1 *t
oaa a4a RwAmi ploovi perm)
.661662161101111CIRM •
AC811i VALUATORS
11616n4OCION6646
NOTICE
83PARAT1 ILICHUCAL P3*MIT 18 REQI181D AHD NM u MUM) BY TI>s STATE OP
iOLARADO.
MSS PERMIT BECOMES NULL AND VOID W WORK OR CONSTRUCTHON
LUTHORIOD IS NOT COAD WTI n LSO DAYS, OR IF COMMOTION OR
YORK SUSPENDED D OR ABANDONED FOR A PERIOD OP 186 DAYS AT ANY TIME
germ SYO Z13COQ•
EMMY CERTIFY THAT I HAVE READ AND LOCAL THE APPLICATION AND
O'OW THE SAUTE TO BE TRUE AND CORRECT. AIL PROVISIONS OF LAWS
IOVERNINOTHIS TYPE OF WORK WILL BE COIIiIED MTH WHETHER SPECIFIED
IEREL111 OR NOT. THS GRANTING OF A PERMIT DOES NOT PRESUME 70 GIVE
armory TO VIOLATE OR CANCEL. THE PROVISIONS OF ANY OTHER STATS OR
FOCAL LAW : c TING CONSTRUCTION OR T>IB PERFORMANCE OF
PLAN Cr CPEs:
? I . o 9
PERMITFEB: j „I `7
TOTAL FEE: 1 o S- . LI DATE PERMIT ISSUED:
OCC: GROUP:
5 - Z TYPE: fr -
]SDS NO. k PIM:
ACIRENT
IILURSSiON 11 THEREBY GRANTED TO TIM APPLICANT AS OWNER, CONTRACTOR AND/OR THE ACENI OF THE CONTRACTOR OR OWNER TO OONSTIUCT flE usuc VBS AS
6TAIIBD ON PLANS AND SPECIFICATIONS SUBM[I78D TO AND MEWED BY 711B BUILDNODBPARTMENT.
f CONSIDERATION OF TIE ISSUANCE OF THIS PERMIT. THE SKB,IER HEREBY AGREES TO COMPLY MTh ALL BUILDING CSS AND LAND USE REGULATIONS ADOPTED BY
WIELD COUNTY PURSUANT 70 ALITLHOItfY GIVEN IN 16.21.261 CRS AS AMENDED. THE STONER FURTHER AGREES THAT /FM ABOVE SAiD ORDINANCES ARE NOT PULLY
*own WRs IN TLB; LOCATION ERECTION. OONSTAUL'flON AND USE OF TEE ABOVE DESCRIBED nikucruie. THE PERMIT MAY THEN BE REVILED BY Nom; PRAAi
IE COUNTY AND THAT THEN AND TITERS IT SHAILBSCOLSLS NULL AND VO®,
SE ISSUANCE OF A PERMIT BASED UPON PLANS. 3PECPICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING C iRCLAL PROM'1i16REAFTIDI REQUiRINO1sR
ORRSC TION CF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUADD O OPERATION BEING CARRED ON ThapsuNDER Wl1Eri Di
CLATION OFTEN CODE MANY OTHER ORDINANCE CR REGULATION OF THIS RIRDIDICTION
SB REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND DZSPECT10N8 CONDUCTED THEREAFTER DOM NOT CONSIRvl8 AN AOG'BPTANCB CF ANY
BSloNSJBBITIES OR LIABILITIES BY GIARP= COUNTY POR TWRORR CMiSSION$ OR D1E EPAWC1E$. TIM RESPONSMIIITY FOR TIRS8 aim AND impamorrATKIN
USING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUDDER AND OWNER. COMMENTS ARE INTENDED ED TO BE COTiSSRVATIVE AND IN SUPPORT
FIVE OWNERS INTEREST.
[rI HEREBY THAT I HAVE READ AND UNDERSTAND THE A(RtiEM1NTABOVE. °BMW
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold naming
water, non-absorbent floors and walls finished and a privacy door;
S. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all 1994 UBC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all
the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ma, THE ABOVE
ITEMS HAVE BEEN COMPLETED.
* * * *CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupant', used the issuance of a
Certificate of Occupancy for the dwelling under building permit #
Signature Date
bpcont
I
I
eOUVr-14 cVci
CRPPK Golf GeDuks-
gaz-(17A)()
3a5 /4 F/e
41.16
24'-0"
t-
((2�}}
£ACH SDE (80T)
. r :•
4" C/C (TYP.)
II
FOUNDATION
N.T.S.
CONCRETE
UHICPOR SLAB,/
3000 PSI CONCRETE
ANGLE BRACKET
3' PROJECTION
TOP OF
WET WELL
2"
NOTE:
1/2" PREMOLDED JOINT "��
FILLER AROUND WET WELL r
= 2' (TYP.) . .
-
1/2" / "x 9" ANGLE BRACKET'
(FOR WOOD WALL PLATE)
IBM=
NOTE:
PLACE REINFORCEMENT
IN CENTER OF SLAP
#3 REBAR 0 12" EACH WAYyy��cc
4 REBAR TOP
BO OM CONTINUOUS
—1/2" PREMOLDED
JOINT FILLER
AROUND WET WELL
2"
t
3'-0" 8
8" (TYP.)
•
COMPACTED FILL AROUND
WET WELL. MINIMUM OF
9Q% MODIFIED PROCTOR DENSITY.
FOUNDATION SECTION AA
N.T.S.
ER -1
ER -2
PURLIN
LAP
24'-0" OUT -TO -OUT OF STEEL
12`-0"
P-1(Typ)
P- 1 (Typ)
E-1
RF1-2
j
RF1 -2
RF1-1
1'-1 3/
I1'-1 3/4"
ROOF FRAMING PLAN
E-1
12/ 4/00
U
LJ
N
1
0
w
a
13R
(8)
N CO
I
ROOF MEMBER TABLE
MARK
PART
P-1
E-1
CB -2
8X25Z16
8E14
1 /4_CBL
LENGTH
13'-1 1/2
11'-10 1 /2"
13'-0"
APPROVE0
filtaknOCT TOf NOTED
a'IELD COUNTY
WILD_ ING `
DEPAR- Y
vitias
FIELD COPYiresfEcnom
gluon °"�
ior
ROOF
SHEETING
PANELS: 26 Go. PBR
Golvalume Plus
MUEL, INC.
STEEL BUILDING SYSTEMS & COMPONENTS
1913 Hutchins Ave. Bollinger, TX 76821
(800) 527-1087 (915) 365-8103 (Fax)
to.
DESCRIPTION ROOF FRAMING
SIZE
16'-0" x 24'-0" x S-0"
ROOF SLOPE 1.0:12
CusroMER JOE RAN DO
LocATION SILT, CO.
DRN. BY cc'O
COURTN
DATE
12/ 4/00
SCALE
NONE
SALESMAN
RANDY L.
Joe NO.
1212239
SHEET NO.
El OF 5
REV.
A
12•-0"
E-1
\P 1ST)j*pp
i
ER -4
i
\
\6
az.,
\
\
CD
Q
P-1(TyP)
\
\ /
/ ..
ER -3
/� -
\
\
\ \ems -,
\1
E-1
12/ 4/00
U
LJ
N
1
0
w
a
13R
(8)
N CO
I
ROOF MEMBER TABLE
MARK
PART
P-1
E-1
CB -2
8X25Z16
8E14
1 /4_CBL
LENGTH
13'-1 1/2
11'-10 1 /2"
13'-0"
APPROVE0
filtaknOCT TOf NOTED
a'IELD COUNTY
WILD_ ING `
DEPAR- Y
vitias
FIELD COPYiresfEcnom
gluon °"�
ior
ROOF
SHEETING
PANELS: 26 Go. PBR
Golvalume Plus
MUEL, INC.
STEEL BUILDING SYSTEMS & COMPONENTS
1913 Hutchins Ave. Bollinger, TX 76821
(800) 527-1087 (915) 365-8103 (Fax)
to.
DESCRIPTION ROOF FRAMING
SIZE
16'-0" x 24'-0" x S-0"
ROOF SLOPE 1.0:12
CusroMER JOE RAN DO
LocATION SILT, CO.
DRN. BY cc'O
COURTN
DATE
12/ 4/00
SCALE
NONE
SALESMAN
RANDY L.
Joe NO.
1212239
SHEET NO.
El OF 5
REV.
A
SPLICE. PLATES & BOLTS
Splice
Mark
Top Of Plate
Qnt Typ Dia Len
Bottom Of Plate
Qnt Typ Dio Len
Plate Size
Wid Thick Length
Sp— 1
Sp— 2
4 A325 0.750 2.50
4 A325 0.750 2.50
4 A325 0.750 2.50
4 A325 0.750 2.50
6" 1/2" 1'-3 1/2"
6" 1/2" 1'-3 1/2"
BASE PLATES
Col
Id
Plate Size
Wid Thick Length
RF1-1
RF1-1
6" 1/2" 10 1/2"
6" 1/2" 10 1/2"
7FLANGE BRACES: Both Sides(U.N.)
FFOxxA(1):2 x =I/8 ngth(in), (1)=one side
A — L2X4"
/r7"
12
g'_2 1
26 Go. PR, Golvaiume Pius
3'-6 5/16"S-6"
$
2
13
1
-03
n
co
1.0
0
c
0
0
U
1
CI
16'-0" OU
Frame Cro
FOR
MEMBER SIZE TABLE
PIECE
MEMBER
LENGTH
RF1-1
RF1-2
W10X12
W10X12
7'-4"
7'-2 7/16"
3'-6"
5/16,
—4 1/4"
prance
9 7/8"
TO—OUT OF STEEL
s—Section
:AME LINE 2
12/ 4/00
12
MUELLER, INC.
STEEL BUILDING SYSTEMS d[ COMPONENTS
1913 Hutchins Ave. Bollinger, TX 76821
(800) 527-1087 (915) 365-8103 (Fox)
DESCRIPTION RIGID FRAME ELEVATION
SIZE 16'-0" x 24'-0" x 8'-O
ROOF SLOPE 1.0:12
cusTOUER JOE RANDO
LOCATION SILT. CO.
ORN. BY
COURTNEY
0<0
DATE
12/ 4/00
SCALE
NONE
SNISHIA
RANDY L.
Meta
1212239
SHEET N0.
E2 OF 5
A
'o
0
(0
0
o
24'-0' OUT -TO -OUT QF STEEL
NMI
12.-0'
12'-0'
E-1
E-1
G--2
OA1
T
I
EC -3 RF1-i
SIDEWALL FRAMING: LINE C
#0800
G-2 /
I
EC -4
1
0
0
0
0
0
0
1A
a
co
10
SIDEWALL SHEETING & TRIM: FRAME LINE C
PANELS: 26 Go. PR — 20 year Need Wall Co
#1140
24.-0" OUT -TO -OUT OF STEEL
EC -5
SIDEWALL FRAMING: LINE A
'0600
EC -1
L
#1140
1 0
OO
1
I
O
1
a
O
1
b
1
O
I
fl
I
12.-0"
12'-0-
,I
,e
E-1
E -t
o1 .'",
/
0-2
i
0-2
- /
\ /
/ \
'\
8A1
T
EC -5
SIDEWALL FRAMING: LINE A
'0600
EC -1
L
#1140
1 0
OO
1
I
O
1
O
I
O
1
b
1
O
I
fl
I
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Go. PR - 20 year Need Wall Co
..01111111181111,.
.6%
140 ION&
12/ 4/00
MEMBER TABLE
FRAME LINE C Sc A
MARK
PART
E-1
G-2
CB -1
8E14
8X25216
1/4_CBL
LENGTH
11'-10 1/2"
10.-11 3/8"
13.-0"
UELLER9 INC.
STEEL BUILDING SYSTEMS & COMPONENTS
1913 Hutchins Ave. Bollinger, TX 76821
(800) 527-1087 (915) 365-8103 (Fax)
/J.
DESCRIPTION SIDEWALL FRAMING
SIZE
16'-0" x 24'-0" x 8'--0"
ROOF s oPE 1.0:12
CUSTOMER
JOE RANDO
LOCATION
ORN. BY
COURTNEY
SILT. CO.
GATE
12/ 4/00
SCALE
NONE
SALESMAN
RANDY L.
JOB N0.
1212239
SHEET G.
E3 OF 5
REV.
A
12
16'-0- OUT—TO—OUT OF STEEL
12
BA1
ri I
EC -1 EC -2
ENDWALL FRAMING: FRAME LINE 1
#1440
#09
v
I
c
#1440
ri
EC -3
I
co
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Go. PR — 20 yeor Need Wall Co
16'-0" OUT—TO—OUT OF STEEL
o:
BA1
G-1
H I -
EC —4 EC -2
ENDWALL FRAMING: FRAME LINE 3
#1440
#09
#1440
H
EC— 5
ENDWALL SHEETING & TRIM: FRAME LINE 3
PANELS: 26 Go. PR — 20 year Need Woll Co
12/ 4/00
BOLT TABLE: FRAME LINE 1 &
QUAN TYPE DIA LEN
8 A325 5/8" 2
8 A325 5/8" 2"
4 A325 5/8" 2"
2 A325 5/8" 2"
LOCATION
ER -1 -ER -2
ER-3--ER-4
Corner_Columr
Column
3
VP
MEMBER TABLE
FRAME LINE 1 & 3
MARK
PART
LENGTH
EC -1
W8X10
6'-8 11/16"
EC -2
W8X10
7'-0 13/16"
EC -3
W8X10
6'-8 11/16"
EC -4
W8X10
6'--8 11/16"
EC -5
W8X10
6'-8 11/16"
ER -1
W8X10
8'-1"
ER -2
W8X10
8.-1"
ER -3
W8X10
8'-1"
ER -4
W8X10
8'-1"
G-1
8X25Z16
C-11 5/8"
v
FLANGE BRACE TABLE
FRAME LINE 1 & 3
ID LENGTH
1 2'-a 1/2-"
PART
FB24.5
CONNECTION PLATES
FRAME LINE: 1 & 3
PART
L3X1X16
MUELLRINC.
E,STEEL BUILDING SYSTEMS & COMPONENTS
1913 Hutchins Ave. Bollinger, TX 76821
(800) 527-1087 (915) 365-8103 (Fox)
DESCPoPTION ENDWALL FRAMING
SIZE 16'-0' x 24'-0" x Er -0"
ROOF SLOPE 1.0:12
Cusi0WER JOE RAN DO
SctLE &MESSIAH
NONE RANDY L.
.IDB NO.
1212239
SHEET NO.
E4 OF 5
REv
A
END OF BUILDING
GABLE RAxE ANGLE
112 S. 0. SCREW
ROOF PURLIN
ENDWALL
RAFTER
BOLT, 0.5'
BY 1'(TYP)
WELDED PLATE
°SECTION THRU ENDWALL RAFTER
ENDWALL RAFTER
4 5 8`C A-325 BOLTS
W/1/2" PLATE
ENDWALL COLUMN
000RNER COLUMN TO
ENDWALL RAFTER
ENDWALL COLUMN
BOLT. 0.5"
BY 1.50"
WELDED
PLATE
ENOWALL CIRIS
OENDWALL COLUMN TO WALL GIRT
BOLTS. 0.5-
A 1.0' (TYP)
RQF
PURLIN
RIGID EE RARER
FRA�F7IER � B�CEE
P
C211 ROOF PURLIN TO INTERIOR FRAME RARER
WALL GIRT TO FRAME COLUMN
BOLT, TYP.
GABLE
RAKE
0.5 x i.0" EAVE STRUT ANGLE
/12 5. D. SCREW
ENDWALL RAFTER
08 EAVE STRUT TO
ENDWALL RAFTER
ANCHOR
BOLTS
SIDEWALL COLUMN
PLAN
BASE PLATE
ELEVATION
OANCHOR BOLTS
R AT SIDEWALL COLUMN
WALL PANEL
8Y OTHERS, MUST BE ADEQUATE
TO SAFELY RESIST THE LOADS
IN THE REACTION REPORT.
SECTION THRU WALL PANEL
AND CONCRETE FOUNDATION
O 0
0
0
0
O
0
0
O O
- I-- TOP BOLTS. SEE
DRAWING FOR SIZE.
INTERMEDWTE BOLTS.
THE NUMBER OF TOP
OR BOTTOM BOLTS
GREATER THAN FOUR.
- BOTTOU BOLTS, SEE
DRAWING FOR SIZE.
EXTENSION BEYOND FLANGE 15
OPTIONAL. AT TOP & BOTTOM.
0 BOLTED END PLATE CONNECTION
AT BUILDING PEAK
CORNER COLUMN TO WALL GIRT
ENDWALL COLUMN
PLAN
BASE PLATE
ELEVATION
BASE PLATE FOR ENDWALL
COLUMN
SEE ENDWALL DRAWING
FOR BOLT DIA AND TYPE.
ENDWALL
RAFTER 1`
ENDWALL
COLUMN
RAFTER SPLICE AT
SURFACE CHANGE
O 0
O
0
O 0
O O
SAVE STRUT
SECTION
FRAME
COLUMN
ELEVATION
(F3)
EAVE STRUT TO RIGID FRAME
BOLTED
END PLATE
TOP FLANGE
WEB
BOTTOM
FLANGE
BOLTS.
0.5" x 1.5"
SLOT IN WEB
TO INSERT
BRACE EYE
COLUMN OR
RAFTER WEB
CABLE 1 BRACE EYE
BRACE GRIP
Q 1 DIAGONAL CABLE, BRACE EYE END
BRACE GRIP
CABLE
COLUMN OR
RAFTER WEB
EYEBOLT
SLOT IN WEB TO INSERT
HILLSIDE WASHER
AND EYEBOLT
HILLSIDE
WASHER
FLAT
WASHER
NUT
Q2 DIAGONAL CABLE, EYEBOLT END
�-- TOP BOLTS. SEE
DRAWING FOR SIZE.
-.--.— INTERMEDIATE BOLTS,
THE NUMBER OF TOP
OR BOTTOM BOLTS
GREATER THAN FOUR.
BOTTOM BOLTS. SEE
DRAWING FOR SIZE.
BOLTS FOR RAFTER TO
COLUMN CONNECTION
`,A0►1 it I IRI l u r r rq��i
At G5>/� j' EO
r. • 1
Ac's.,
�4•p ti.. Q
Fye!•....10,11:,......,5`���`�
ONAL
12/ 4/00
UELLER, INC.
STEEL BUILDING SYSTEMS & COMPONENTS
1913 Hutchins Ave.
(800) 527-1087
Bollinger, TX 76821
(915) 365-8103 (Fax)
DESCRIPTION Detail Page
SIZE 16'-0" x 24'-0" x 8'-0"
Roof' SLOPE 1.0:12
CUSTOMER JOE RANDO
LOCATION SILT, CO.
DRN. BY
COURTNEY
DATE
12/ 4/00
SCALE
NONE
SALESMAN
RANDY L.
JOB NO.
1212239
SHEET N0.
E5 OF 5
REV.
A
i
0
16.-3" OUT -TO -OUT OF CONCRETE
0
Q
12'-1 1/2"
24'--3" OUT—TOL OUT OF
ANCHOR BOLT
NOTE: All Base Plates
CONCRETE
12'-1 1/2"
1 1/?" +\
12'-1 1/2"
PLACEMENT
00,-0"(u.N.)
llll
`` EG
`An0ttRf/s:4J.
12/ 4/00
O Dia= 5/8"
CEO Pio= 3/4"
UELLER, INC.
STEEL BUILDING SYSTEMS & COMPONENTS
1913 Hutchins Ave. Bollinger, TX 76821
(800) 527-1087 (915) 365-8103 (Fax)
DESCRIPTION ANCHOR BOLT PLAN
SIZE 16'-O' x 24'-0" x 8'-0"
ROOF SLOPE 1.0:12
CUSTOMER JOE RANDO
LOCATION SILT, CO.
DRN. BY
COURTNEY
CICO
DATE
12/ 4/00
SCALE
NONE
SALESMAN
RANDY L.
JOB NO.
1212239
SHEET NO.
A81 OF 2
A
RIGID FRAME REACTIONS (k
@2
DL + CL + LL
1.6
DL+CL+LL
5.9
DL + WL
WL
0.9
OL
WL WL
1.5
1.6
5.9
WL
0.5
0.5
ENDWALL COLUMN REACTIONS(k )
MAXIMUM VERTICAL DL+CO+LL = 2.9
MAXIMUM VERTICAL DL+WL = —0.6
MAXIMUM HORIZONTAL DL+WL = 0.4
BRACING REACTIONS, PANEL SHEAR
Bracing (k ) Panel Shear
Wall Col Horiz Vert Load at
Id Id Reattn Reoctn Bose Angle (Ib/ft)
1
C 2 ,3 0.5 0.2
3
A 2 ,3 0.5 0.2
25
25
Dio= 5/8"
EW
00
4"
0,0
4"
See Pion
1 1/2"
DETAIL A
Dio= 5/8"
co
r 4"
4"
SW
1I I1 /2" 4"
1'
DETAIL B
1 1/2"
1"
Dio= 3/4"
SW
0
See Pion
1
NOTES F
Buildingg
the fo,'
Widt
Len
Eo:
Roo
Deo
Col:
Live
Sno
Win.
Win.
Exp
CIo=
Imp
Seg=
r 6"
1I
DETAIL C
1/2"
)R REACTIONS
reactions ore based on
wing 'building data:
(ft)
th
Height (ft)
Slope (rise/12 )
Lood (psf )
terol Lood (psf )
Load (psf )
Lood (psf )
Speed (mph )
Code
sure
-d/Open
nonce
nic Coeff
16.0
24.0
8.
8.0
= 1.0 1.0
5
= 5.0
= 40.0
= 40.0
= 85.0
= MBMA 96
= C
= 1.00
= 0.05
1 1/2"
• "
'P. SHEETING RECESS
1/2"
ANCHOR BOLT SUMMARY
Totol Bend
Ont Loc Dia Len Len Proj
(in) (in) (in) (in)
O 12 EW 5/8" 12.00 3.00 2.00
1:81 4 RE 3/4" 15.00 3.00 3.00
GENERAL NOTES
1, Foundation design and construction are not
the responsibility of MUELLER, INC.
2. The building reaction doto reports the loads
which this building ploces on the foundation.
3. Anchor bolts shall be accurately set to a
tollerance of +/- 1/8•• in both elevation and
location. Anchor bolts ore to be type A36.
4. Column bose plates are designed not to
exceed o beoring pressure of 1125 pounds per
square inch.
5. Anchor bolt sizing is based on the concrete
design strength being 3000 psi minimum.
Anchoroge of the anchor bolts is the
responsibiltiy of the foundation designer.
3"
3"
1 1/2"
8"
11
ppl ReGisl��,'
• rte J. 8 i
12/ 4/00
0. H. DOOR BOLT LAYOUT
TYP. 0. H. DOOR RECESS
MUELLE, INC.
STEEL BUILDING SYSTEMS & COMPONENTS
1913 Hutchins Ave. Bollinger, TX 76821
(800) 527-1087 (915) 365-8103 (Fax)
DESCRIPTION ANCHOR BOLT PLAN
�I.
SIZE 16'-0' x 24'-0" x
ROOF sLoPE 1.0:12
CUSTor4ER JOE RANDO
LacATION SILT, CO.
DRN. BY
COURTNEY
DATE
12/ 4/00
SCALE
NONE
SALESMAN
RANDY L.
JOB NO.
1212239
SHEET NO.
AB2 OF 2
REv
A
111a UMW 1b rub 1 cu un 1 nc JUD
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
‘ BUILDING PERMIT
GAI3FIELD COUNTY, COLORADO
?AC¶,.f
Date Issued ..Zoned Area Permit No....,,�
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure for which this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECOME NULL AND VOID.
Use
Add
cs
r Legal DDescri tion
row
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
THIS PERMIT IS NOT TRANSFERA
Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPRpy,
ED DO NOT DESTROY THIS CARD
aPPPoihrs
INSPECTION RECORD
Footing / _ 2 ei_ D (
Foundation
Underground Plumbing
Insulation q>7-0/ ,aIIIIMIIIIMMIlins
Rough Plumbing
Drywall Ai. 4.
Chimney & Vent
Electric Final (by State Inspector)1_ A _6 PKC
Gas Piping ,J,4,
Final ?..,z7.d, IL)
Electric Rough (By State Inspector)
Septic Final ,&/, 42-
Framing 5127 - ® J
(To include Roof in place and Windows
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERA
Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPRpy,
ED DO NOT DESTROY THIS CARD
aPPPoihrs