HomeMy WebLinkAboutACC2008-00312r
.METAL
AL
P. O.-Box 1
Sh r*eveport-,- LA
40' B Y
WITH
CAUTION:
THIS BUILDING FRAMING IS DESIGNED --TO WITHSTAND
THE LIVE LOADS AND WIND LOADS AS SPECIFIED
BY THE INTERNATIONAL BUILDING CODE WHEN ,COMPLETE, HOWEVER,
THE ERECTOR SHOULD PROVIDE TEMPORARY BRACING
AS REQUIRED UNTIL THE BUILDING IS COMPLETE.
735
71166
16 BUILDING
25 BAYS
DESIGN LOADS:
LIVE LOAD 20 PSF
WIND LOAD 100 MPH IBC 2003
WIND EXPOSURE B WITH IMPORTANCE FACTOR 1
BASIC WIND. PRESSURE 18.5 PSF
SNOW LOAD 20 PSF
NOTE:
ALL BUILDING COMPONENTS AND ACCESSORIES MUST BE
DESIGNED TO THE SAME WIND .LOAD AS THE
rUILDING STRUCTURE.
4 ` CUSTOMER SCOTT BALL PROJECT TO
4711 JOHNSON'S CREEK LOOP 47 JOH S
ADDRESS COLLEGE STATION, TX. 77845 LOCATION Co GE
DATE N
REv.O BY DRAWN BY TABLE OF REVISIONS APPROV
L. G. JUMPER, INC. /
C 4 0 1 6 2 5 ED
DATE 2833 TED TROUT DR., STE. B
SCALE LIIFKIN,, TX 75904 1 DATE: !^ f?_ D
..
.......... 'off
�J. J. JUMPER
..............................
40337'
�/ •� ceSTE� G�eae
:_d 1/4"
MF4016
4'-0
4,-0.
MAIN FRAME ASSEMBLY
DATE No. TABLE OF REVISIONS BY
DRAWN BY
DATE_
SCALE
L. G. JUMPER, INC.
2833 TED TROUT DR., STE. B
LUFAIN, TX 75904
C4 CUP TO BE SCREWED
TO BOTTOM OF PURLIN
ANGLE BRACE
4 REQ'D
SECTION A - A
SECTION B - B
�
......................
J J JUPi1PER
B�®�®•• ��4033...............................
7 . q-
®aeos,���
NOTES
,� a��
��4g®�a
awe
1. ALL STRUCTUAL A325
BOLTS WITH HEAVY
HEX NUTS FOR THE RIGID FRAME ARE TO
BE INSTALLED USING
THE TURN- -NUT
METHOD OUTLINED IN
T N
FOR STRUCTURAL JOI
S U ING AS 325
OR A490 BOLTS" IN
HE A SC A
APPROVE
MAIN FRAME
GATE: /_ 9 d
I�
I
io
n
4._Dn S..
4'-�•• 1
4._p.. 4._D. 12
V-4 1/4., i
END WALL FRAME
NOTE:
END WALL GIRTS SHALL
C8X3.5X16 GA.-,---i
EF 4 016
DATE
N0.
TABLE OF REVISIONS
BY
DRAMBY
L. G. JUMPER, INC. C.
2833 TED TROUT DR., STE. B
LUFKIN, TX 75904
END FRAME
APFROV
DATE:
SCALE 1/4" = 1'-0"
0
I
I
M
4'-0"
4,-0" 4'-0" 12
END TALL FRAME
glz e OF
e•e•
.......e°
�..e.i.a ......•...
J. ®Q..O.....JUivIPER....
0 4a ,
NOTE: ®:,,� 40337
END WALL GIRTS SHALL BE.®B1
C8X3.5X16 GA.
E 4016 DATE NO. TABLE OF REVISIONS BY DDRA BY L. G. JUMPER, INC. APPROVE
2833 TED TROUT DR., STE. B END FRAME
SCALE 1/4" = 1'—O' LUFKIN, TX 75904 DATE:8-
PURLIN STRAPPING AT EQUAL
POINTS OF EACH BAY
ES25
FS25
------------------------------- --------------------------------
--------------------------------------------------------
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G25
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I C7 C7
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-----
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BASE
ANGLE
I
BASE ANGLE'
I I
I I
u'
I BASE ANGLE
25'-0e
lo'-0e
io'-0e
5'-0e
25--0"
50'-0"
SIDEWALL FRAMING
NOTE:
SIDE WALL GIRTS G25 SHALL BE
C8X3.5X12 GA.
ALL OTHERS SHALL BE
C8X3.5X16 GA. .0
6- p
v OF
:• pOi000 oes c
.. .ee....eee
J. J. JUMPER
e e
..�Q40337
O/a1Al-
E�®®®
S W1625
DATE
No.
TABLE OF REVISIONS
BY
DRAWN BY
DATE
L. G. JUMPED, INC.
2833 TED TROUT DR., STE. B
LUFKIN, TX 75904
SIDEWALL
APPROVED
SCALE
DATE: �— " 0
U0A0. Z)A 1 L UA.
SIDEWALL FRAMING
,o,JA..,
S W 1625
DATE
Np;
TABLE OF REVISIONS
By
DRAWN BY
DATE
L . G . JUMPER, INC.
2633 TED TROUT DR., STE. B
LUFKIN, TX 75904
SIDEWALL
APPROVED BY
SCALE
DATE: �r 0
ES25 24'-11 1 /2"
Fg95 94'-11 119"
PURLIN STRAPPING AT EQUAL
POINTS OF EACH BAY (TYP)
P25 24'
11 1 /2"
P25 24'
11 1 2"
a•
M
•
o
I
P25 24'
11 1 2"
P25 24'
11 1 /2"
'
o
"P25141
I
;1LI'2"
P25 24'
11 1 2"
ZP254'
"1/2"
0
I
a
11
P25 24'
11 1 2"
o
I
P25 24'
11 1 /2"
P25 24'
11 1 /2"
P25 24'
11 1 /2"
I
P25 24'
11 1 /2"
r
o
P25 24'
11 1 /2"
P25 24'
11 1 2"
o
P25 4'
11 2"
P25 24'
11 1 2"
A2511
1 /2"
P25 24'
11 1 /2"
p
GPI G
P25 24'
11 1 /2"
P25 24'
11 1 /2"
ES25 24'
11 1 2"
ES25 24'
11 1 2"
LE
25'-0" 25'-0"
50'-0"
ROOF FRAMING PLAN
NOTE:
ROOF PURLINS SHALL
C8X3.5X12 G
J..JUMPER
�...oeOJ•ee...
t,s'9'% �P 40337 ®• : cr
/STE��:•G����
R F R 4 0 5 0
DATE
Np;
TABLE OF
BY BY
DRAWN BY
DATE
L. G. JUMPER, INC.
ROOF FRAMING
APPROVE
2833 TED TROUT DR., STE. B
SCALE
LUFKIN, TX 75904
DATE:
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LAP SHEET BACK 2' AT CENTER OF BUILDING
SHEETING DIRECTION
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..•..••• 403370 •;'��
END WALL SHEETING PLAN
S D 4 1 G
DATE
No.
TABLE OF REVISIONS
13v
DRAWN BY
DATE
L. G. JUMPER INC.
2633 TED TROUT DR., STE. B
LUFKIN, TX 75904
SHEETING
APPROVED
SCALE
DATE: g' 0
ry
V)
Ld
Q
Ld
4-1 /2"0 x 1 1 /2"----
PLATED BOLTS.
W/ NUT (TYP.)
PLAN
EAVE STRUT
z
/7
4-1 /2"0 x 1 1 /2" ou
PLATED BOLTS z
W/ NUT (TYP.)
z
SIDEWALL GIRT z D
QD
�0
.0
4-1 /2"0 x 1 1 /2"
PLATED BOLTS
W/ NUT (TYP.)
A , r7"A. .. , , /n„
MAIN COLUMN
4-1 /2"0 x 1 1 /2
PLATED BOLT
W/ NUT (TYP.
MAIN
RAFTER
onnc, DI IDI ini
4-1 /2"0 x 1 1 /2"
PLATED BOLTS
W/ NUT (TYP.)
)LTS (BLACK)
,=1ED ON PLANS
EAVE STRUTI TC7 CLIP
i�
2-1 /2"0 x 1 1 /2" 1: Qm i 2-1 /2"O x 1 1 /2"
PLATED BOLTS PLATED BOLTS
W/ NUT (TYP.) W/ NUT (TYP.)
JAMB TO EAVE STRUT CONN.
4-1 /2"0 x 1 1 /2"
DOOR HEADER CLIP PLATED BOLTS
W/ NUT (TYP.)
JAMB
ELEVATION I
8-A325 BOLTS (BLACK) MAIN FRAME CONN. DETAILS HEADER' TO JAMB CONN.
W/ NUT
SIZE SPECIFIED ON PLANS WALL
PANEL
SCREW HEADER
HEAD
TRIM
SECTION THRU HEADER
7INSTALL 1 TEK SCREW AT
M OF EACH PURLIN, 2-1 /2"0 x 1 1 /2"
STRUT AND BASE ANGLE
JAMB PLATED BOLTS
W/ NUT (TYP.)
i i SCREW AT 20" O.C. - - --- --
o o i JAMB TRIM d GIRT
MAIN COLUMN i -----------
i10 o i
4-1 /2"0 x 1 1 /2" "R" PANEL
PLATED BOLTS J GIRT TO JAMB CONN°
W/ NUT (TYP.) i Q i i INSTALL 1" X 26 GA. GALV.
� i PURLIN STRAP. (SEE ROOF
w i i FRAMING PLAN FOR LOCATION) '''� DD
Azzzol��1�h CON S
®moo• :�
s
PLAN PURLIN STRAPPING DETAIL ° J °•JUMPER
® ............�
DATE Np� TABLE OF REVISIONS BY DRAWN BY .00@ �r'�:,��®5��.��'"PPROV B�y:
MAIN FRAME CONN. DETAILS JUMPER INC.
DATE 2833 TED TROUT DR., STE. B �00� 1®�
SCALE LUFKIN, TX. 75904 DATE: �' g'OS
2-1 /2"0 x 1 1 /2"
PLATED BOLTS
W/ NUT (TYP.)
EAVE STRUT
2-1 /2"0 x 1 1 /2"
PLATED BOLTS
W/ NUT (TYP.)
SIDEWALL GIRT
2-1 /2"0 x 1 1 /2"
PLATED BOLTS
W/ NUT (TYP.)
�- I r-END COLUMN
2-1 /2" 0 x 1 1 /2" A325 BOLTS 2-1 /2"0 x 1 1 /2"
> W/ NUT (TYP.) PLATED BOLTS
w W/ NUT (TYP.)
i END RAFTER ROOF PURLIN
2-1/2'0 x 1 1/2"
PLAN PLATED BOLTS
W/ NUT (TYP.)
z I ND G
� I
NRA:FTER__--
U i
1-2-1 /2"0 x 1 3/4"
A325 BOLTS
7 W/ NUT (TYP.)
z
� I
� I
o ENDWALL-GIRT
2-1 /2"0 x 1 1 /2"
PLATED BOLTS
W/ NUT (TYP:)
END
RAFTER --
2-1/
v
ROOF PURLIN
INSTALL 1 TEK SCREW AT
BOTTOM OF EACH PURLIN,
2-1 /2"0 x 1 1 /2" EAVE STRUT AND BASE ANGLE
PLATED BOLTS
W/ NUT (TYP.) INSTALL 1" X 26 GA. GALV.
PURLIN STRAP. (SEE ROOF
FRAMING PLAN FOR LOCATION)
I
PURLIN STRAPPING DETAIL
�-- 2-1 /2"O x 1 1 /2"
PLATED BOLTS
z' W/ NUT (TYP.)
�I
J �
OI
UI
Of
wI
1--I
zI
ENDWALL GIRT v i ENDWALL GIRT
----- ------------ -
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JI
2-1 /2"0 x 1 1 /2" o
PLATED BOLTS z
W/ NUT (TYP. EA. SIDE) Ld I
ELEVATION
END
RAFTER
DOOR JAMB CLIPS i m
1 :2
QI 2-1 /2"O x 1 1 /2"
�i PLATED BOLTS
Cc) W/ NUT (TYP.)
DOOR -HEADER i of
2-1 /2"0 x 1 1 /2"
PLATED BOLTS
W/ NUT (TYP.)
EAVE STRUT
END COLUMN
ENDWALL
CENTER COLUMN
i mI
mI
`— C7
SIDEWALL GIRT
I
i
--------------
-------------
------------
I Q
ICI
m
2-1/2"�
x 1 1/2„
I ENDWALL GIRT
I o °
°
ENDWALL GIRT
°
NDWALL GIRT
DOOR HEADER
-------- --
i0i
I I
I o
PLATED
W/ NUT
BOLTS
---------
I I
F r";�
�®C..®��F�lI
..........
2-1 /2"0 x
1 1 /2"
2-1 /2"�
x 1 1 /2" 2-1 /2"� x l 1 /2"
��
2-1 /2"0 x 1 1 /2"
PLATED BOLTS
`•�
®''J
PLATED
W/ NUT
BOLTS
(TYP.)
PLATED BOLTS PLATED BOLTS-
W NUT TYP. W NUT (TYP. EA.
SIDE
W/ NUT (TYP.)
,,,,,,,•,,,,,
.....• .;.. ?JMPE.R e
.....e.... o•37 . l-
END FRAME CONN.
DETAILS
EvLl
_o
•�'
DATE
REV.
TABLE OF REVISIONS
BY
DRAWN B DRAWN
L. G.
JUMPED INC.
APPROVE Y:
END FRAME CONN. DETAILS
DATE
2833
TED TROUT DR., STE. B
l'� 8`OS
SCALE
LUFKIN, TY 75904
DATE:
F4
PURLIN „
PURLIN PURLIN SPACING 8
SPACING SPACING
3 1 /2 1 1 12 HEET LEN TH 12'--0"
4"
C I I
12 —0
PURLIN PURLIN SPACING
PURLIN SPACING SPACING
SPACING 3 7/8
12
1 SHEET LENGTH 15 —0 r
3 1 /2 C L.
c �
15'-0"
PURLIN PURLIN
PURLIN SPACING SPACING
PURLIN SPACING
SPACING
L23 1 /2 1 I— SHEET LENGTH 20'-0 r
C � C L.
20'-0"
PURLIN PURLIN
PURLIN PURLIN SPACING SPACING
PURLIN SPACING SPACING
SPACING
LZ
SHEET LE GTH 25'-0"
3 1/2 r C
C �
_ 25'-0"
6" r". TYP. E RIDGE
6°' TY .END LAP
1„ - 5„
3 1 " W GUTTER 1" �5" PEAK PANEL
2 1/ 0 GUTTER
SYMM. ABOUT
(1) RUN- OF
SIDEWALL (1) RUN OF TAPE MASTIC
STEEL LINE TAPE MASTIC
PURLIN 8„
SPACING
3 1 /2
C 1I
PURLIN PURLIN
PURLIN PURLIN SPACING SPACING
PURLIN PURLIN SPACING SPACING
SPACING SPACING
1 SHEET LE GTH
3 1 /2 r C C
C �
I 30'-0"
LDATE I No. I TABLE OF REVISIONS
100 MPH ROOF SHEETING DETAILS
"
5" ROOF PANEL
MEMBER SCREWS,L7�,j
Jill
CONTINUOUS C
TAPE SEALANT
PURLIN
ROOF PANEL
SECTION THRU PANEL ENDLAPS AND PEAK PURLIN
PURLIN Sp ACING _RLI8
SPACING
1'-n" 1'-n„ 1' n"
10" 10" 10"
DETAIL "A"
ROOF DETAIL
STITCH SCREW
AT 20" O.C.
SEE ROOF DETAIL
STITCH SCREW
AT 20" O.C.
PEAK PAN
4 1 /4 STITCH SCREW ROPE SEALANT
AT 20" O.C. (FOR ROOF ONLY)
C (3/8 X 3/32 THICK (STD.)
C
—<-v-�EXTENDED LEG
(ON "PBR" PANEL ONLY)
DETAIL "A"
BY DRAWN BY L . C . JUMPER INC.
DATE 2833 TED TROUT DR., STE. B
SCALE LUFKIN, TX. 75904
ROOF PANEL ATTACHMENT
..: ...1................
J. J.JUMPER
e -
; P , ""
40337 0 �
.GIST
NOTErE
E
K #1 X 1 1 1/4"
T H RE S REK 3 X 4 X 7/8"
APPROVE BY:
DATE: /- S 8
GUTTER CLIP -
AT 48" O.C.
GUTTER
DOWNSPOUT STRAP -
POP RIVET -
SPLICE --
(IF REQ'D)
DOWNSPOUT —
STITCH SCREW
/-EAVE STRUT
-WALL PANEL
/-GIRT
SILL ANGLE
i-FINISHED FLOOR
DOWNSPOUT DETAIL AT SHEETED' WALL
3" -LAP
I I /
FIELD BEND GUTTER --
TABS INTO DOWNSPOUT
FIELD TRIM
AT LAP
0
a
CAULK AND POP RIVET
-- GUTTER
D,
FR,
SIL
0
DOWNSPOUT BASE ANGLE
STRAP
FINISHED FLOOR
N
1 /4" X 1 1 /2"
DRIVE IN ANCHOR BOLT
2' MAX SPACING
"R" PANEL SILL ANGLE W/ PANEL RECESS
FRAMING ELEVATION
1/2" 0 X 0'-3
DRIVE IN ANCHOR BOLTS
DOWNSPOUT N
r- C
4"
N
\ I I
FIELD CUT & GUTTER
BEND DOWN
DOWNSPOUT TO GUTTER DETAIL
.. �
3'-0" FOR 3070
6'-0" FOR 6070
ANCHOR BOLT PLAN
MEMBER SCR
STEEL LINE
STITCH SCREWS AT
30" O.C. (TYP. )
I
"R" PANEL—/
CORNER TRIM
SIDEWALL & ENDWALL DETAIL
WALL PANEI
HEAD TRIM
ROOF STEEL LINE
STITCH SCREWS AT 12" O.C.
WITH CONTINUOUS TAPE
RAKE TRIM SEALANT UNDER TRIM
MEMBER SCREWS .� ROOF PANEL
RAKE ANGLE
--(4 — X-2—�
L ---
STITCH SCREWS
AT 12" O.C. PURLIN (BEYOND)
WALL PANEL----'
RAKE DETAIL WITH SHEETED ENDWALL
SCREW
DOOR HEADER
SECTION THRU HEADER
JAMB
SCREW AT 20" O.C.
"R" PANEL JAMB TRIM
JAMB DETAILS FOR FRAMED OPENING
NOTE: MEMBER SCREWS ARE
TEK 3 #12 X 14 X 1 1 /4"
STITCH SCREWS ARE
aa�E 3 1 /4" X 14 X 7/8"
�...a�pIff
� aye
�J.J. JUMPER**
_.%
i A-40337.A.. ,%
DATE p' TABLE OF REVISIONS BY DRAWN BY L . G. JUMPER INC. • tl�10kkk/ W&MVE Y:
TRIM DETAILS s�A�E 0833 LTED UF TROUT DR., STE. B
KIN, TX. 75904 DATE: g 8
1'_n" i'_n" i _rill
10" 10" 101,
SIDEWALL & ENDWALL DETAIL
DETAIL "A"
onvr AAI/1l r
END VI
RAFTE
END
GIRT
SEE D
ABOVE
END
GIRT
ENDWALL DETAIL FOR 14'. 16' & 18' BLDGS
STITCH SCREW
AT 30" O.C.
DETAIL "A"
EAVE
STRUT
WALL
GIRT
SEE DETAI
ABOVE
WALL
GIRT
SIDEWALL DETAIL FOR 14'. 16' & 18' BLDGS
c�
0
J
m
co
of
0
NOTE: MEMBER SCREWS ARE
TEK 3 #12 X 14 X 1 1 /4"
STITCH SCREWS ARE
® ,®0,,,wm ,ELK®® 3 1 /4" X 14 X 7/8"
OF
J. J. Jum ER d
40337
DATE No. TABLE OF REVISIONS BY -"
100 MPH SIDEWALL & ENDWALL DRAWN BY L. G. JUMPER INC. APPROV
SHEETING DETAILS DATE 2833 TED TROUT DR., STE. B
SCALE LUFIGN, TX. 75904 DATE:
u .
7„
1/2" ANCHOR BOLTS 1 3/4"
PATTERN N0. 2 -\\tr
c
I
i�
c
1
CC
c
1
i�
C
I
d
50'-8 1/2"
50'-0"
25'-0"
25'-0"
1 1/2"
1/2" ANCHOR BOLTS
1PATTERN NO. 2
1
N
O O O
ce
2" °
T
3/4" AN OR BOLTS 1 3/4"
PATTERNC}i0. 1
°
\
0
0:
00,
oa
<w
Wo
I
�
mW
0 4"
1/2" ANCHOR BOLTS '
2"
PATTERN NO. 3
N
\
0
M
O
I
0
4'
1/2" ANCHOR BOLTS'
PATTERN N0. 3_
2"
0
0
�a
OW
Qo
21.'�i I
�
\
0 3/4" AN HOR BOLTS
PATTERN NO. 1 1 3/4"
O
T
4
N
iv
o °le o OVERHEAD DOOR o
SEE DETAIL
1/2" ANCHOR BOLTS
PATTERN NO. 2 ��11
10'-O" 10'-O" 5'-0"
ANCHOR BOLT LAYOUT
40' BY 50' BUILDING
1/2" ANCHOR BOLTS
PATTERN NO. 2
1/2" DRIVE ANCHORS
a
OPENING WIDTH •
•
N
SHEETING EDGE 1 3/4 .x, 1 3/4"
OVERHEAD DOOR DETAIL
- 1 1/2"
N
SECTION "X-X"
®®— OF eg
.°. .................e ..
eJ. J. JUNIPER
. °�40337
l00 O® ,s ca§�>y�
\ ANCHOR BOLT
®FIN. FLR.
CONCRETE
ANCHOR BOLT DETAIL
N
INSULATION (IF REQ'0)
\ BASE ANGLE
1 1/2 1 1/4" DRIVE ANCHOR
I�W1 / -FIN. FLR.
Z
WALL DETAIL 0 BASE
REFERENCE NOTES
1. NOTCH AREA INDICATES A 1.5 1NCH BY 1.5 INCH
RECESS FOR METAL SHEETS, EXCEPT WHERE NOTED.
2. ALL ANCHOR BO ND FLAT WASHERS.
3. METAL M IS PONS E F DESIGN OF THE
ANCH BOLT T PER THE RA FER OF FORCES
BE EN THE ASE P TE A ANCHOR BOLT IN
SHE R. BEARI AN TENSI T IS NOT RESPONSIBLE
FOR THE TRAIN FER F AN 0 OLT FORCES TO THE
CON ETE OR E U CY F THE ANCHOR BOLT IN
RELA ON TO E TE. "1996 LOW RISE BUILDING
SYS S MAN ON A10) n
4 0 5 0 A N C H
oarE
REv.
N0.
TABLE OF REVISIONS
BY
DRAWN BY
DATE
L. G. JUNIPER, INC.
2833 TED TROUT DR., STE. B
LUFKIN, TX 75904
ANCHOR BOLT LAYOUT
APPROV
SCALE
DATE: �- �'
r
i
_U10A TTERN moo. a
1 9 - ^ 99
399 V-0" 1 1 /2
I"
- ' - 2" I 299
4"
i
13/16"0 HOLES F0
3/4" ANCHOR -BOLT
YP. 4 PLACE, --
Qo
mot-
10"
CUT FROM 1l�2 "' PLYWOOD
6'x 1 '-6" OVERALL SIZE
cf)
ALL DIME
NSIONS ON ANCHOR BOLT PLAN
ARE FROM INSIDE OF DRIP LEDGE
ACCESSORY/STORAGE PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE, COLLEGE STATION, TEXAS 77840
PHONE:(979) 764-3570 FAX: (979) 764-3496
http://bpinspect.cstx.gov
----------------------------------------------------------------------------
Application Number . . . . .
Application pin number . . .
Property Address . . . . . .
Property ID:
R #.
Tenant nbr, name . . . . . .
Application type description
Subdivision Name . . . . . .
Property Use . . . . . . . .
Property Zoning . . . . . . .
Application valuation . . . .
08-00000312 Date
907544
4711 JOHNSON CREEK LOOP
660050-0201-0150
R302300
METAL STORAGE BLDG
ACCESSORY/STORAGE
WILLIAMS CREEK PH 2
RESIDENTIAL
RURAL RESIDENTIAL SUB.
40000
2/13/08
Owner Contractor
------------------------ ------------------------
BALL, SCOTT K D HOMEBUILDERS
1007 FALCON CIR 1861 BRIARCREST
COLLEGE STATION TX 778455678 BRYAN TX 77802
(979) 774-4571
--- Structure Information 000 000 STORAGE BUILDING
Construction Type . . . . COMBUSTIBLE (UNPROTECTED)
----------------------------------------------------------------------------
Permit . . . . . . ACCESSORY/STORAGE PERMIT
Additional desc . . AC
Permit pin number . 551754
Permit Fee . . . . 210.00 Plan Check Fee .00
Issue Date . . . . 2/13/08 Valuation . . . . 40000
Expiration Date . . 8/11/08
Qty Unit Charge Per Extension
BASE FEE 15.00
39.00 5.0000 THOU BLDG, VAL 1001-50000 195.00
----------------------------------------------------------------------------
Special Notes and Comments
-Side setback is 20' and structure shows to meet that but a
7.5' is shown on site plan and was changed to indicate 20'
-Builder said they are constructing metal building and
electrical, no other work being done by them.
-All Electrical to be installed per 2005 NEC
-Minimum Finished Floor is 216'
*ELECTRICAL SHALL BE INSTALLED PER 2005 National Electrical
Code & LOCAL AMENDMENTS
*MINIMUM FOUNDATION STANDARD - ALL FOUNDATION SHALL COMPLY
WITH THE MINIMUM FOUNDATION STANDARD AS PER CITY'S
ORDINANCE (FOUNDATION DETAIL SHALL BE SHOWN ON PLANS)
MAKE SURE TO INC UDE REBAR SLAB UND
*ALL FRAMING SHALL MPLY W 006 IN2ATIINAL
------------------------ ------------
BUILDING DEPT. R PR SE TI E: � D
APPLICANT:
210.00 210.00 .00 .00
.00 .00 .00 .00
210.00 210.00 .00 .00
ACCESSORY/STORAGE PERMIT
CITY OF COLLEGE STATION
1101 TEXAS AVENUE, COLLEGE STATION, TEXAS 77840
PHONE:(979) 764-3570 FAX: (979) 764-3496
http://bpinspect.cstx.gov
----------------------------------------------------------------------------
Page 2
Application Number . . . . . 08-00000312.,. Date 2/13/08
Application pin number . . . 907544
----------------------------------------------------------------------------
Special Notes and Comments
RESIDENTIAL CODE
*Assure Proper GFI Locations, Including One Within 25' Of
Outside A/C Unit
*ANY CHANGES OR ALTERATIONS TO SUBMITTED PLANS MUST BE
RESUBMITTED AND APPROVED BEFORE WORK IS DONE IN ORDER TO
ASSURE CODE COMPLIANCE
*POST PERMIT CARD ON JOB SITE TO BE VISIBLE FROM ROAD
*REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA
PRIOR TO PLACING FILL. FILL SHALL BE FREE FROM
VEGETATION AND FOREIGN MATERIAL.
*ALL PLUMBING, ELECTRICAL, AND HVAC (mechanical) WORK MUST
BE PERFORMED BY LICENSED CONTRACTORS. CONTACT BUILDING
DEPARTMENT FOR INSPECTIONS PRIOR TO COVERING ANY WORK
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total
Plan Check Total
Grand Total
APPLICANT:
% APPLICATION FOR BUILDING PERMIT
CITY OF COLLEGE STATION
t* ff 1101 TEXAS AVENUE
COLLEGE STATION, TX 77840
CITY OF COLLEGE STATION (979) 764-3570 (979) 764-3496 FAX
P/nnnin,�&Onrbpmentsnolat WWW.CSTX.GOV
ADDRESS/LOCATION: `-� I I1! lO��o,, C.�. (O?
DAT
wofts"
seOnyE: RCC REG •���
APPLICATION # O '3 ``
TEMP POLE #
-7
LOT 1�r BLOCK I SUBDIVISION � �`��s C�.�� vSEC/PH__
BUSINESS/OWNER NAME: 0 " PHONE: -1-1,' S L� l
CONTRACTOR/HOMEOWNER: �T"'-� �` PHONE: ,� 4' NS 1
CONTACT PERSON FOR REVIEW COMMENTS: �v` _ PHONE: 2lW _ 0 j (01
FAX: % � 6 EMAIL: l C � � ell • � 0-1
l`�-L ELECTRICIAN: r- k `C3
HVAC:
CCESSORY/STORAGE
ADDITION
DEMOLITION (ASBESTOS SURVEY)
DUPLEX (LANDSCAPE PLANS REQUIRED)
LOCATION i
DESCRIPTION OF WORK: � }
PLUMBER: NA AC
GOOD CENTS (Residential only):
MOVING
-NEW CONSTRUCTION*
PORTABLE STORAGE (RESIDENTIAL)
PORTABLE STORAGE (NON-RESIDENTIAL)
RE ODLRENOVATION*
RE -ROOF
SHELL ONLY
SLAB ONLY
SWIMMING POOL
TENTS
PROPOSED USE:
STRUCTURE USE:
HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: _
^ TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ ---
VALUATION: $ _ LA OHO OQ_—_ TOTAL AREA: �� FiD�TED AREA: 21`���
(Cost of Labor and Materials)
PUBLIC SEWER NUMBER OF BEDROOMS:
SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS:
SEWER TAP:
INTERIOR WALL TYPE:
WE
WATER TAP: EXTERIOR WALL TYPE:
OTHER TAP: saE FOUNDATION TYPE:
SUE
TEMP POLE ROOF TYPE:
GARAGE TYPE: SINGLE � DOUBLE � TRIPLE
ATTACHED � DETACH a CA PORT a
SIGNATURE OF APPLICANT:
*If proposed work involves new commercial construction or facade improvements/renovations to an existing
commercial property, building elevations are required.
............................................................
Official Use Only
i Ys 2-v-v8
Plans Examiner
MA,1 `
N- T
Zoning Offic
ial
ments:
ES r NO
i Ys 2-v-v8
Plans Examiner
MA,1 `
N- T
Zoning Offic
ial
ments:
ES r NO
PLAN REVIEW
(*f/"" ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
CITY OF COLLEGE STATION 1101 TEXAS AVENUE
Planning& Development Service; COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
PLAN REVIEW/PERMIT NUMBER# $ ^ 3 I 7_DATE:
—OCg
BUILDING ADDRESS:
y 1 �v NSo�q0 a.A Loop
I. Foundation Requirements- Minimum City Foundation Standards
N
K
A.
Concrete minimum compression strength of 3000 PSI
B.
Minimum four 4 inch slab thickness
C.
Vapor barrier Emil. Poly min.
D.
Slab/beam or pier layout shown
1. Footings/beams are continuous over the length and width of foundation
2. Footings 30" exterior, 24" interior, unless over 60' long must be 30"
3. Spacing of beams does not exceed 15'
E.
Reinforcement details to meet minimum requirements
1. Slab reinforcement and Beam Reinforcement
F.
Protection Method used for Termites.
G.
Wood foundation details indicated
O
II. Framing: Floor, Wall, Ceiling and Roof Requirements
A/ K
A.
Girder or sill dimensions, grade & species
B.
Floor joist size, spacing, grade & direction of span indicted on plans
C.
Treated sill plate or bottom plate
D.
Tenant separation in duplex
K
1. One -hour rated extending to roof deck
OK
E.
Header sizes indicated on plans
A/
F.
Emergency bedroom egress
1. Exit direct to outside
2. Operable window
a. Twenty 20 inch clear width by twenty-four 24 inch clear height
b. Maximum sill height of forty-four 44 inches above finished floor
G.
Operable bathroom window required when mechanical ventilation is not provided
H.
Stud grade andspacing
I.
Exterior wall details
1. Sheathing indicated on plans for Wall Bracing
2. Moisture barrier indicated on plans
3. Exterior Wall Covering
J.
Roof framing Ian or elevation shown
K.
Ceiling joist size, spacing, grade and direction of span indicated on plans
L.
Attic access location and size indicated on plans
M.
Span exceeding code tables must be engineered
N.
Rafter size, spacing, roof slope & purlin bracing if required to reduces an
O.
Roof covering
P.
All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade &
location indicated on plans
Q. Tempered Glass re uired' in all hazardous locations
R. 18" Overhangs allowed on zero lot line, non-combustible perforated soffit only
S. All walls within 3' of property line to have protected openings.
/OK
OK
PLAN REVIEW
ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
CITY OF COLLEGE STATION 1101 TEXAS AVENUE
Planning& DevelopmentSrrvrrtt COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
III. Stairway Requirements
A. Stairway Details
INAft
1. Maximum riser height 7-3/4 inches
2. Minimum tread width 10 inches
3. Stairway risers are uniform 3/8" Max. difference
4. Stairway width not less than 36 inches
5. Stairway headroom not less that six ft. eight 6'-8"
B. Winder details
1. Treads a minimum of six 6 inches on narrow edge
2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the
narrow edge
C. Spiral stairway details
1. Riser height less than nine and one-half 9-1/2 inches
2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12)
inches from the narrow edge
3. Stairway width not less than thirty-six inches
4. Headroom required not less than six ft six 6-6 inches
5. All treads must be identical
D. Guards/handrail details
1. Guards required when a porch, deck, balcony or landing is thirty (30) inches
above grade or finished floor
2. Handrails are required on stairways located two or more risers above floor/grade
3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the
leading edge of the tread
4. Handrails must not project more than four & one-half (4-1/2) inches into width of a
stairway
5. Guards must be a minimum of thirty-six 36 inches above finished floor
6. Guards & handrails along open-side(s) of stairway must have intermediate
railing or uprights that prevent the passage of a four 4 inch sphere
IV. Fireplace Requirements
OK
A. Hearth extensions
1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward
2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward
B. Masonry fireplace requires 2" clearance from all combustible materials
C. Chimneys must meet IRC Chapter 10 Requirements
V. Electrical Service Requirements
A. Electrical plan to include:
N A(r
1. Electrical fixtures & switches indicated
2. Smoke detector locations indicated as required
3. GFI circuits indicated where required
4. Arc fault protection for bedroom circuits
5. Panel location
PLAN REVIEW
(*t/qq,4 ONE and TWO FAMILY OCCUPANCY REQUIREMENTS
CITY OF COLLEGE STATION
CITY OF COLLEGE STATION 1101 TEXAS AVENUE
Planning& Development Services COLLEGE STATION, TEXAS 77840
(979) 764-3570; (979) 764-3496 FAX
VI. Plumbing Requirements
A. Pressure reducing valve required when water pressure exceeds 80 psi
OK
B. Plumbing access to bathtubs
C. Means for thermal expansion provided when required
D. Water heaters elevated 18" when installed in the garage or room directly off garage
VII. Mechanical Requirements
OK
A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to
outside excludes ductless units
B. Attic installed H.V.A.C. requirements:
1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment
must be provided
2. Attic access located within 20 feet of equipment
C. Combustion air supplied for gas appliances when required)
VIII. Energy Requirements
NAPK
A. Compliance software worksheet MECcheck submitted, or
B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc.
Zoning Ordinance Requirements — Ordinance 850
N
Permitted use for district
Density requirements
Minimum lot size
Setbacks
Easements
Required parking
Street Ordinance Requirements
N O
Maximum drive width for residence is 25' combined for circular and 12' minimum for sin le
Minimum 20 feet from driveway to side(intersecting) street property line sight triangle
Driveway access to lesser street for corner lots
Subdivision Regulations — Ordinance 690
N
Approved subdivision
Plat filed
Flood lain Regulations — Ordinance 1301
N
Does not block any water course or divert any flow
Elevation certificate needed
N K
"APPROVED PLANS PER IRC SECTION R106.3.1."
--PLANS EXAMINER
C), -- Lt_Og
DATE