HomeMy WebLinkAbout10210 N. P ST_02-1281___________City of La Porte
•
OF
JOBADDRESS DATE
/0)-/0 N sr 01L'
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made
before the job will be accepted
LnPa<f� Sycc�e, <��3 GrR���
47- 51, D.; C .JOT
�i /?00� rQ/yvr� ��(— moils �.SiG
Fog J ," u(C Ga rf:�1ar srR,P
t:.
It is unlawful for any Carpenter, Contractor, Builder, or
other persons, to cover or cause to be covered, any part of
the work with flooring, lath, earth or other material, until
the proper inspector has had ample time to approve the
installation.
After additions or corrections have been made,
call 281-471-9662.
For additional information call 281-471.5020, Ext. 259
'. I
PRESS HARD - USE BALL POINT PEN
ti
It is unlawful for any Carpenter, Contractor, Builder, or
other persons, to cover or cause to be covered, any part of
the work with flooring, lath, earth or other material, until
the proper inspector has had ample time to approve the
installation.
After additions or corrections have been made,
call 281-471-9662.
For additional information call 281-471.5020, Ext. 259
'. I
PRESS HARD - USE BALL POINT PEN
ti
Cit of La Porte
��
ADDITIMIS or GORRECTItill
D• NOT REMOVE
JOBADDRESS DATE/ 2 A
7UjU`(//
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made
before the job will be accepted
It is unlawful for any Carpenter, Contractor, Builder, or
other persons, to cover or cause to be covered, any part of
the work with flooring, lath, earth or other material, until
the proper inspector has had ample time to approve the
installation.
After additions or corrections have been made,
call281-471-9662.
For additional information call 281-471-5020, Ext. 259
PRESS HARD - USE BALL POINT PEN
r
�[�.�+� v..e.�..l'-.�.,1.1. _�_�.��..wLri.�L.d._..u. - a._YJir4�•:w�::
+cy� a-L5 `2-
City of La Porte
•
��
ADDITIONS or CORRECTISFUSmi
DO NOTREMOVE
JOB ADDRESS DATE//DJy
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made
before the job will be accepted
i c� Shtk►T� ���
� /r00% rQAv✓" ram(.— �"i1-�-G,�6¢
WN
It is unlawful for any Carpenter, Contractor, Builder, or
other persons, to cover or cause to be covered, any part of
the work with flooring, lath, earth or other material, until
the proper inspector has had ample time to approve the
installation.
After additions or corrections have been made,
call 281-471-9662.
For additional information call 281-471-5020, Ext. 259
PRESS HARD - USE BALL POINT PEN
It is unlawful for any Carpenter, Contractor, Builder, or
other persons, to cover or cause to be covered, any part of
the work with flooring, lath, earth or other material, until
the proper inspector has had ample time to approve the
installation.
After additions or corrections have been made,
call 281-471-9662.
For additional information call 281-471-5020, Ext. 259
PRESS HARD - USE BALL POINT PEN
*************** -COMM. P-- ******************* DATE SEP-25-2( :**** TIME 08:38 *** P.01
MODE = MEMORY TRANSMISSION START=SEP-25 08:37 END=SEP-25 08:38
FILE NO.= 038
STN NO. COM RBBR NO. STATION NAME/TEL.NO. PAGES DIRATION
001 OK a 2812091260 001i001 00:00139"
-CITY OF LAPORTE -
OF
or,T
.�?g� 'rF yYrP � I,P//O y
THIS
JOB HAS NOT BEEN COMPLETED
The following addltlons or corrections shall be made
before the job will be accepted
LA'0*ti-�
'' SMA-L �4✓6 Gdfa�+�
i1� SN �Tin/fr iir t'o-=s .uoi
ram'-✓j_7Ni 0 S/!s'b?i.✓��
rf-
FoIL Al" I
L? A< d-
It is unlawful for any Carpenter, Contractor, Builder, or
other persons, to gover or cause to be covered, any part of
the work with flooring, lath, earth or other material, until
the proper inspector has had ample time to approve the
iinstallation.
After additions or corrections have been made,
call281-471-9662.
For additional Information call 281-471.5020, Ext. 259
PRESS HARP USE BALL POINT PEN
�z,
'_
COMMERCIAL (W & S)"tM'- ._.,, -ORDER #
DATE c -0 d�
Y
NEW ADDITION
ADDRESS
LEGAL DESCRIPTION L 40q NA W t `J
OWNER PH#
CONTRACTOR -}-� �P�
DATE yY�C
x �A
ADDRESS REQUEST (COPY REcm FROM ENGR.)
ZONING CLASSIFICATION ( )
WATER FRONT FT. FEES (wAnucABw
SEWER FRONT FT. FEES (w mTucABm
WATER TAP (w A"ucABIE)
SEWER TAP (B+nrruc,lBM
-BUILDL G PERMTT
ELECTRICAL- PERbIIT'
TEMPORARY POWER POLE
PLUMBING PERMIT
MECHANICAL PERMIT
FLOOD ZONE (PER ENGWEERING) ( )
BLDG. PLANS SUBMTTTED
UTILITY EXT. AGREEMT REC'D? Y OR N
PLANS REVIEWED
BLDG. PERMIT RELEASED FOR ISSUANCE
PERM HT# FEES PAID
R
REVISED 41%cm (
- J
Si°�„�[��.�i0(e(.�W [`�`"�x •ZiiTNt 1.
a[l\�iPG.ONS'
�'���5."�'�k�
9452�(`R
Sand' �.v.�sY�b
"4 i� zy�f
�+33 c L'}�f��{.' QH�•'�i�.
�1%
ty /^' S�yY i^.�d14Ej�(,(�,R°r�e•£.'�' 6y i'�""
_. 6'.✓11xifYl E'��`�Tbx "'ry�
7u:.. Y J �,s $w+cy ��((,.r y�>
�.IFgL;H
Y„�q� ;y Lw 9 y�.
r ?,'.,� i s��>r 3{s
£✓W`�:
�.3 °`�£ 'i/ s iO�P
2ZrF�� {r� .}�%3• .y� ..3 r (�
/h'
�ovMi���m4;sil, Tina
�W..�AI<.`.M�..wai�Mi
laYXm��£f�u. ntu .....1'>�W
..»:�.o...L.�Y.cW..M/i�:.M4.$�t
,wr..f<uCrwTu`c L�
GROUND PLBG.
g-2A-0 Z
.
SLAB
FLOOD ZONE "AE": (YES) OR O
If Yes, elevation certificate pre by surveyor be.provided to City before cover-up inspection.
DATE ELEVATION CERTIFICATE RECEIVED:
ELEVATION SHOWN FOR TOP OF FORM IS:
IS ELEVATION SHOWN AT. OR ABOVE THE REQUIRED BFE: (YES) OR (NO)
C/UP
INSPECTION
DRIVEWAY &
SIDEWALK
FAXED HL&P
ELECTRICAL
FINAL
FAXED HL&P
T-POLE
CALLED ENTER
GAS TEST
SEWER TEST
FINAL
�".Z. o' 6'
K-T
IKS
1-23-DZ
Ub
-a
City of La Porte
P.O.: Box 1115
La'Po'rte, Tx 77571
(281)471-5020 ext 259,286 INSPECTION
****BUILDING PERMIT****
----------------------------
Application Number . .
Property Address . . .
HCAD Number . . . . . .
Application description
Subdivision Name . . .
Property Use . . . . .
Property Zoning . . . .
Application valuation .
LINE: 471-9662
--------------------------------------------
02-00001281 Date 8/21/02
10210 N P ST
023-140-000-0404
STORAGE/ACCY
LA PORTE OUTLOTS
RES - LOW DENSITY
8500
Owner Contractor
------------------------ ------------------------
CITY OF LAPORTE PROJECT MECHANICAL SERVICE INC
PO BOX 1115 P 0 BOX 20953
LA PORTE TX 775721115 BEAUMONT TX 77720
(281) 209-0036
------------------- ------ Structure Information -------------------------
Construction Type . . . . . METAL FRAME (TYPE IV)
Occupancy Type . . . . . . BUSINESS
Other struct info . . . . . FLOOD ZONE X
--------------------------------------------------------------------
Permit . . . . . . BLDG PERMIT-STORAGE/ACCY
Additional desc . . STOR BLDG 20X32
Permit Fee . . . . .00 Plan Check Fee
Issue Date . . . . 8/21/02 Valuation
-----Expiration-Date-_-_2/18/03
-----
-----------------------------
Special Notes and Comments
1.PERMIT COVERS FOUNDATION AND METALB
BLDG ERECTION. 2.ELECTRICAL CONDUIT
(STUBOUT OKAY), BUT NO ELECTRICAL
WIRING WITHOUT SEPARATE ELECTRICAL
PERMIT. 3. CALL FOR CITY INSPECTIONS.
4. AS PER ENGINEERED DESIGN.
Fee summary Charged Paid Credited Due
---------------------------------------------------------
Permit Fee Total' .00 .00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total .00 .00 .00 .00
(APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGEN rf DATE
2� (= Y 70
City of La P
Established 1892
JUL 12
281471-5020 Ext
building E/ Mechanical 'Electrical L um mg
'(See back of form)
Project
u.
/Y-\-,/ OL.
Owner's Name: C I F fT 0 QLa f OT (F� �1'S hone:
Address: !' 3aa sa . rO old/ P
Street City Zi
Contractor. � �' i Q � mQc�nice # ?f1
Street city
Building Use: Sfn rer a CD �0 # Stories
oe-
Sq. Footage:
Valuation Describe Work— r AU;
For City
/Use Only
Occupancy Type �� r��e' Flood Zone /�
Construction Type Use Zone— -- �—
Commercial Buildings Plans Only Fire hal :;provaI7
� O
Checked/Appt`oved for Issuance By: NN
Co
T
C yn tvter.al
Class Work tea' +-C Sq. Ft.�v
#�S/tories_�P—a7�rking Req
N" Date /� 47._01L-
ulv D;
Pkh End heehed 1 e$
Taxes— /VIAFti 1 HCT6'; `A =13V& 0 0 0 0 5z 0 n h
Permit No.—D?--1 \ Permit`Fee
S:kcpsh eaim\aldgPam&App7/0t.doc
604 K Fairmont Pkwy.a La Porte, Texas 77571 a (281) 471.5020
a
CCKPL.ET_E_ .THIS • POE 27
NOTE: MINIMUM C-
•
r
I FOR ELECTRICAL PERMITS:
.:GE ON PERMITS) IS
N Charges No.
PERMIT ISSUE FEE ,
Outlets, Fixtures, Lights C.
Switches (1st 4 - Fiat Fee)
Above Items (all Others)
Washing Hachine .
Dryer / Range
Cook Top / Oven / Fan
Oven (Commercial)
A/C, Dlug-In Units
Water Heater
S 073 Kwoaa her / Garbage Disposal
All Services / Temp. Pole /
Temp. Cut -In
All Meter Units
. Reinspection Fee
X-Ray Hachine
motion picture Machine
Incandescent Signs, Per Circuit
Gas or Vacuum Tube Signs
(Per Transformer)
Electric Welder
mOTORS:
Op,�to but not incl. L/2 HP
1/2 HD and less than 2 HP
2 HP and less than 10 HP
10 HP and less than 25 HP
'%, 25)HP. and less than L00 HP
100 �.HPaitd less. than 150,HP
i
P ,.
Fees -
5.00
1
$ 5.00
2.00
$
. 40
1.00
2.00
1.00
5.00
2.00
2.50
1.00
10.00
5.00
10.00
10.0a
3.00
ea.
$
4.00
4.00
2.00
`-
3.00
_ 4.00
5.00
10.00
ea.
$
_ 12..00
,ea,.
$
. Pormanently connected electric. appliances, and 'equipment•of;
�)
_ =:, dhy`natu a nod cth`arv.iae. .'s'pae'it-sed""a hall
bb �.hirgeG as follows:
Up to KW, Inclusive
.50 ea..
$
All over 1 KW to 10 &W
', 4a xw
$
over 10 AW to 50 KW
3a EW
$
All over 50 AW to 100 AW
20 HW
$
All over 100 KW $10.00 PLUS
04 XW
$
'
'Total fee '
,$ .
._�-- COMPLETE THIS SECTION FOR PLUMBING"PERMITS
i-
Description
Charges
No'.
Fees
PERMIT ISSOING LFF
.$30 .Oa
1
$ 10.0o
Plbg'. Fixtures / Drain / Traps
2.50 ea.
$
Sewer (Now, Repair or Replacement)
5.0a"Ca.
Cesspool
5.00 ea.
$_
Septic Tank / Seepage Pit or
Drainfield
1o.0a ea.
$_
Water Heater apd/or Vent
2:50 ea.
$
Gas Piping Sy:tem (1-4 Outlets)
5.00`
$_
Gas Outlets, over 4 (Ea. Outlet)..
1.00 ea.'
Installation, Alteration or Repair
of Water Piping and%ar Water
Treating, Equipment
5.00 ea.
$_
Repair/Alteration-- Drainage or Vent
5.00 ea.
$�
Ea.. vacuum Breaker/Backflow Protection
,
Device Installed Subsequent to the
Installation of theiPiping or
'
.
' Equipment Served
'
Each One. (1-5)
2.50 ea.
$_
Each One (Over 5)
1.50 ea.
Total fee:
9
Sent By: Project'MechaAical;
2812091260; Jul-23.02 10:10AM; Page 1/2
L
July 23, 2002
City of Laporte
604 W. Fairmont
Laporte TX 77571
Attn: Debbie
Debbie,
I am enclosing a Certificate of Insurance from our General Contractor.
The Houston office address is:
Project Mechanical Services Inc.
18103 Lee Rd
Humble TX 77396
281-209-0036
281-209-1260 fx
Project Manager: Bridgette Barnes
r
.�Barnes
PLAN REVIEW COVER SHEVT
ADDRESS:
OWNER'S
PROJECT TYPE: Stet x NEW: ✓ ADDN: 5� oc`�h�
HCAD#: d" 313 00 0- 0 -/ o 4 HTE LOC#:
FLOOD ZONE: y
CERT/STANDARD
SITE PLAN NEEDED?:
ASBESTOS SURVEY
TAS (ADA) PROOF OF SUBMITTAL
F101 RESOL. APPLICABLE?:
F216-00-00 RESOL. APPLICABLE?:
U. V. REQUEST NEEDED?:
ADDRESS REQUEST NEEDED?:
CULVERT REQUEST NEEDED?:
FLOOD PERMIT NEEDED?:
W/S FEES APPLICABLE?:
TAXES UP TO DATE?: N,
DATE OF REVIEW: 0
Y/N SUB /DATE RETURNED
(Applicable on Demo or Addn.)
/1/ (Applicable to Comm. Or Ind.)
(If yes, permit cannot be issued.)
Of yes, permit cannot be issued.)
(If yes, figure fees. If no, use w/s form to
explain why they are not.)
ITEMS NEEDED FOR ISSUN,�CE OF PERMIT�:
f r
-0�URRENT INSURANCE CERT. (if p hcable) OK /IrEE t% _
f40AL
�prq
�ySEE �3�LARIr
_yePcna9—
OWNER OR CONTRACTOR NOTIFICATION
DATE TIME NAME OF PERSON CONTACTE
o �-18-
—
No-F n�' /e F+ air asa9e on heeohdrh
�Thi�d kur, ; P�rSon .SaC S Wa-S 1A K�
-- 13-o7@ 839—
SACPSh=\Jaspeaiom\PLAN REVIEW COVER SHEEr.doc ;(�V A ,M_ ReW1002
WI4#328I w"""� y,r
0
WHILE YOU WE WAY
CIO
1
M
� �"
FOR DATE TIME [ P. M.
((��
J
M. CJ�-%tip
L `)
3J
PHONEO
OF v
0 Fax
RETURNED
PHONE 0 nwetLE
YOUR CALL
AREA OE NUMBER
EXTENSION
PLEASE CALL
M SSAGE lV
WILL CALL
AGAIN
CAME70
SEE YOU
m.'en��
WANTS °
SIGNED �yW/�
FORM 4002
Q
3
a
W
a
W
7
W
2
3
C
L
_
_
�
Z
a
O
2a
o Q
CiP
J
U
f1J
�
QZ
Jo
3
�p
2 W
r, rn
�p
Z W
3W
0
Q
a
o
LL
cw
G
N
F
tll
w
w
a
r
w
a
I
s
w
o
0
U
1
W
p
a
w
oa
w
a
o
�
o
w
�
U.
� �
a
�
m
1 „5 Printing & Office Supply, Inc.
321 West Main • P.O. Box 83
La Porte, TX 77572-0083
L
hughesprintofsp@aol.com
Shipping via UP
(281 471-45 • (281) 47 Fax
-6456
r C, P wGc °
eh Q � ear b
�wm _ � -
,`-+
o„
j erPl'e -._rKi* Jam'`-`LL`iCCCO))
At
�q-T)-
_
— - --------
boa---
—
-
r Printing. Coping. Shipping 4 Office 5upply Solution
rI
5' - 1 1/2"
0
5' - 1 1/2"
16" Dia x 6' Drilled Shaft (Typ.)
` - -----------------(-
---------------------------- -------- -
aG
1
I
C7— 5" Thick'Floor
I.
1-a
—
Typ.
,
I
;
I
,
`TYP
8 x 8 x 8 gage
[Wire
I,r
j
I
See Sheet No. 2SHEET
R
I
Z Mesh
[� ?
For Anchor Bolt and
(Typ.)
j
Ledge Details
,
'.'
P
1' i ^�I
- .�• �..
32'-11„
N.T. S.
VA oa
44nR1En 24 � � �
4i+55
� I r
SEGtIOcrrA-Ar
I
L7" cor�pAct�t7
Sraperuy+�
Fiw vap l
u
CA
e . 20' _ 3"
21/7, CI.Fan.
C-TYP)
S�cr1Au (3- n°
(P � u
JUL 12 2002
e
Fielrsrl FLoa -
r
SE2.7-/y.a C-Grr
/F
TO�T 0PP 011f
T f
c/TyANO
UEW SAN$
0E OCC ti N SRC
G,
NOTES:'
1. All Concrete Shall Be 3000 psi
2. All Reinforcing Steel Shall be
New and Conform To ACI-318
Latest Edition.
CITY COPY
TED B. HARP JR. Laporte Soccer Club
ENGINEERING & SURVEYING 10210 North P Street
P. O. BOX 12548 Laporte, TX 77571
BEAUMONT, TX 77726 Garage 20'- 3" x 32' - 11"
(409) 893-2119
a division of NCI Building Systems, L.P.
June 3 d., 2002
LaPorte Soccer Club
10210 North P Street
LaPorte, Texas 77571
Reference: Garage: 20'-3" wide x 32'-11"long x 10' 2 'h" ceiling height
Classic job #: 202090
Job Site: LaPorte, Texas Hams County
To Whom It May Concern:
This is to certify that the above referenced garage have been designed and fabricated by Classic Steel
Frame Home. The garage has been designed in accordance with AISI "Cold Formed Steel Design Manual"
and research report CF 92-2, June 1992 of AISI with good engineering practice for the following
engineering information provided in the purchase order:
Wind:
100-MPH Exp: C
Roof Dead Load:
3 PSF
Floor Dead Load:
0 PSF
Roof Live Load:
20 PSF
Floor Live Load:
0 PSF
Attic/Ceiling Dead Load:
2 PSF
Code:
SBC- 97
Attic/Ceiling Live Load:
3 PSF
Seismic Zone:
1
Snow Load:
20 PSF
Design calculations are done solely for the steel framing of the garage as furnished by Classic Steel Frame
Homes, and it specifically excludes any foundation, masonry, or any general contract work.
IF THE APPROVED PLANS
1 2 NOZIRE MODIFIED, A NEW SUBMITTAL
JUL TO THE CITY IS REQUIRED PRIOR
TO THE CHANGE OCCURRING.
av
CITY COPY
I
H
1 V4'
LEFT SIDE WALL
W.O. 8'-0' 8'-0. 1'-8 1/Y
C/C ANCHOR BOLT C/C ANCHOR BOLT C/C ANCHOR BOLT C/C ANCHOR BOLT
`r
l 1/4'
9
.9
RECESS IN CONCRETE
3 I%I' FOR DOOR (OPTIONAL)
iA
W
w
w
_
J
D
D
31/2'
w
w w
0 w
w
N =
N
Lu N
O
0 3
=
0 0
�
0
N
3 1/2'
r
31/2
Ln
C C C
8'-0' 8'-0.
1 1/4' C/C ANCHOR BOLT C/C ANCHOR BOLT C/C ANCHOR BOLT
32'-II' WITH 1 1/2' SHEETING LEDGE 9 BOTH ENDS
RIGHT SIDE WALL
NOTES:
....IT IS VERY IMPORTANT TO
USE DETAILS IN ALL DRAWINGS""
I. THIS PLAN HAS A
8'-0' DOOR IN THE CENTER
l M OF ONE END WALL FOR OTHER
SIZE
OR
LOCATIONS DIMS. DOORS
DI SAROTHER
Y.
j JUL 12 2002 D 2. FIELD LOCATE WINDOW 4
13Y WALK DOOR
3. ALL CONCRATE FASTENERS
BY OTHERS
J -
_I '
Q �
USE A PIECE OF I X 6
OR PLYWOOD. DRILL A -BOLT
HOLES. NAIL TO FORM AND
W DROP BOLTS WITH NUTS IN
p HOLES. TYPICAL ANCHOR BOLT
Y
U
Q
m LEDGE
�2' X 2' OR SPLIT 2' X 4'
TO FORM SHEETING LEDGE. C
FORM LUMBER
i
C C
j Ne'4 OTN�as
C/C ANCHOR BOLTFpJNOpF THE APPROVED PLANS
ARE MODIFIED, A NEW SUBMITTAL
TO THE CITY IS REQUIRED PRIOR
TO THE CHANGE OCCURRING.
20'-3" X 32'-11" ANCHOR BOLT PLAN
LEDGE
8 1/4'
I
ANGIA; '
AAA
CITY COPY SECTION D-D
DOOR RECESS
(OPTIONAL)
J
>J
z
IJ
LEFT SIDE WALL
RIGHT SIDE WALL
20'-3" X 32'-11" FRAME PLACEMENT PLAN
NOTES:
....IT IS VERY IMPORTANT TO
USE DETAILS IN ALL DRAWINGS....
I. THIS PLAN HAS A
M 8'-0' DOOR IN THE CENTER
U D OF ONE END WALL FOR OTHER
Ju` 12 2002 SIZE DOORS OR DOORS IN OTHER
LOCATIONS DIMS. WILL VARY.
2. FIELD LOCATE
WALK DOOR 4 WINDOW
QaAroN gr �HEps
3: �vN
Z
IJ
J
m
IF THE APPROVED PLANS
ARE MODIFIED, A NEW SUBMITTAL
TO THE CITY IS REQUIRED PRIOR
TO THE CHANGE OCCURRING.
NOTE:
COLUMNS IN FRAMES IN EACH ENDWALL
MUST FACE TO EXTERIOR OF BUILDING.
TYPICAL ANCHOR BOLT
1 1/2,
LEDGE
&UMMTWA -
CITY COP Soo c ss
4/12
KNEE PLATE.
(GKP) — — -
U
U
UNIVERSAL
BASE CLIP
DETAIL "K" 4/12
PEAK PLATE
12 (GPP)
41
DETAIL "J" GR i �•-c i u_�
GSP
i (NEED ONLY FOR
c� 20'-0" & 24'-0"
=i WIDE GARAGES)
12' AND 16' WIDE
CEILING BEAMS
GCB ARE ONE PIECE
DETAIL "M"
8 FT. BAYS PIECE SCHEDULE
BLDG.
WIDTH
BLDG.
HEIGHT
COLUMN
RAFTER
CEILING
BEAM
STUB
COLUMN
12'-0"
8'-0"
GC-8
GR-12
GCB-12
GSC-12
16'-0"
8'-0"
GC-8
GR-16
GCB-16
GSC-16
20-0"
8'-0"
GC-8
GR-20
GCB-20 2
GSC-20
24'-0"
8'-0"
GC-8
GR-24
GCB-24 2
GSC-24
12'-0"
10'-0"
1 GC-10
GR-12
GCB-12
GSC-12
16'-0"
10'-0"
GC-10
GR-16
GCB-16
GSC-16
20-0"
10'-0"
GC-10
GR-20
GCB-20 2
GSC-20
24'-0"
10'-0"
GC-10
GR-24
GCB-24 2
GSC-24
20'-0 OUT TO OUT STEEL
20'-3", OUT TO OUT CONCRETE W/ 1 1 /2" LEDGE BOTH SID
CROSS SECTION OF FRAMING E
+:
.................
CHANDER P. NWIA
..........
T
�
U
n
d3
DETAIL "N"
ARE MODIFIED, A NEW SU4MJIn
TO TNF CITY Is RiQUIRED PRIG
TO THE CHANGE OCCURRING.
H
M W
N Z
I�
1 :3
1 w
ow
U
-Q
W
O
N S
00 3
\�
r�Ld
N Z
x
J
I LLJ
w
U
O)
CITY COPY
V2' BOLT
N NJT
ROOF CLIF
L,2' BOLT (GRCL)
N NUT
o \
0
0
OUTSIDE
OF BUILDING RAFTER--
CS X 35 CEE
CROSS SECTION "J2"
OFWa
CLIP (CaRCL)
IOEE F
V4' PL
C8X33CEE
I
j2 STUB COLUI'N—
CbXI5X16GA
'(C4 • II' i 16' SPAN)
PEAK PLATE
7
va• PL
32
DETAIL "J"
RAFTER
C8 X 35 CEE *EE F
V4' PL
ROOF CEIL0153 BEN
CLIP (GRCU G8 X 35 CEE
CEILNG BEAM
CS X 35 CEE
(2) NIGH STRBGTN UASIERS
AT PLATE LOCATIONS CULT
CROSS SECTION "L2
RAFTER
CS X 35 CEE
(I) NIGH STRENGTH WASWERS
AT PLATE LOCATIONS ONLY
- 9
DETAIL "L"
OUTSIDE
OF BUILDING
CROSS SECTION "K2"
(I) MON STREWSTN W &ERS
AT PLATE LOCATIONS ONLY
FRAME DETAILS AND CROSS SECTIONS
NOTE: DETAILS TYPICAL ALL SPANS UNLESS NOTED OTHERWISE
ALL BOLTS ARE 5/8" 0
UNLESS OTHERWISE SPECIFIED.
L2
ROOF CLIP
(GRCL)
0
COL"
CS X 35 CEE
L2
DETAIL "K"
- 57UB COL"
Cb X75X IS, GA
'(U • C' 4 W SPNU
-CERNG BENT
CS X 35 CEE
(7) NKaN
STJaMlN UA°SWEM
-SPLICE PLATE
1,14' PUNSIDE CEILNG BEAM)
440T FIE01D ON R' N Ib' SPAN
CROSS SECTION "M2"
N STRENGTH WASHERS
ATE LOCATIONS ONLY
PLATE
L
- STUB COL"
CbXI5X16GA
'(C4 • R' N I6' SPAN)
0
e CS X 35 CEE
WIVERSAL BASE CL (I) NIGH STRENGTH WASHERS
V4' THICK AT CLIP LOCATIOTS MY
CROSS SECTION 12"
GARAGE
M2
JUL 12 2002
Zwi
ane COLUMN
Cb X75XI6 C.A.
I I -(C4 • T7' 4 W SPAN)
I I CEIUp5j BEAM
I C8 X 35 CEE
I
`--- SPLICE PLATE
1/4' PUNSIDE CELWj BEAM)
40T FE= ON 0' N Ib' SPAN
M2
AT PLATE LOCATIONS ONLY
f7) NKiI 6TRclYaTN [1a41EF:'i
DETAIL "M" IF THE APPROVED PLANS
ARE MODIFIED, A NEW SUBMITI
TO THE CITY IS REQUIRED PRO
N2 7O THE CHANGE OCCURRING.
COLUMN
CS X 35 CEE
I I
I I
I I UNNER5AL BASE PLATE
I V4' PL
(I) FIKa7J STRENGTH UASW S
N2 AT PLATE LOCATIONS MY
DETAIL "N,• CITY COPY
TYP. DETAILS &
CROSS SECTIONS
2' X 6' GIRT
CLIP (GGCL) 4X25 CEE
I I
END WALL GIRT
2' X 4' (65CA-2)
CORNER ANGLE
ATTACH WITH
12-24 X I I/4' SDS.
e 24' O.G.
4X25 CEE
SIDE WALL GIRT
(GlIG-2)
_ BOTH BIDE WALLS
4' X 16 GA FLAT STRAP (T7P)
ATTACH W/ (4) 12 X 1 1/4' SGREUIB
GAP AT EACH INTERSECTION
A TO RED IROM GOLD
2' X b' GIRT \
CLIP (GGCL)
2'X4'
(GBCA. ;111
CORNER ANGL
1/2' X I' MAGHINE
BOLT
CRO55 SECTION 'U'
CONCRE
2 Xb' GIRT
CLIP (GGCL) 2' X 4' (GBGA-5)
CORNER ANGLE
4X25CEE
GIRT (GWG-5)
CsES-5
GES-!
u \\tf�LIP CL)
CLIP (GGCL
CLIP
Y.�
/5
TYP.
TYP.
G
GU1Cs-5�
GUXs-'.
IP (UBP
GBCA-5
GBCA-5
G
32'-II' O/O CONCRETE W/ LEDGE
2' X 4' (GBCA-5)
BASE ANGLE
FIELD CUT
4' LEG s
BASE PLATE
SIDE WALL FRAMING
WITH 20 LBS. LIVE LOAD
4' LEG s
BASE PLATE
III JUL 12 2002
TO THE r: r,"AMGE OCCURRING.
Ju
TO TN..
CITY C
FIEL NOTE`
ins tl BOLT ENDWALL COLMN
BOLT 1 NUT UX I' 4X25 CEE CUT r0 CEILING BEAM TO
BDOOR HEAD
(GW!a) 4 •ACHIEVE ALLK�BIENT
/ THEN DRILL i
2 Xb GIRT (2) 92-14 X r JUL 12 2002
\
CUP HEAD
XCLIP (GGGU 5 GEE
• X I �WG L
BOLT 9'-11 1/2� GWG-20 S COLUMN 'I4X25 GEE 4 -1 4' 1 a (GEC-2)
END WALL COL u 2' X 4'(GBCA)
(GEC-1) U U GBCA LCaRSA U U BASE ANGLE 2' X 4'
2' X 4' (GBCA)j CORNER
(GBCA) I 5'•0'10'-0'�5'-0' I I ANGLE
CORNER 2'X6' GIRT In
ANGLE III CLIP (GGCL) OUT i0 OUT OF STEEL
I 20 ' - 0" FRONT END WALL 2' x a' rGBCA) 2' X 4' `GBCA)
CORNER ANGLE
BASE ANGLE
I WITH ATTACH TO
SECONDARY FRAMING ATTACH
FLOOR IU/
I!1' X I' � r� 12-24 X I U4' S.D.S.APOON CCNGRETI
MACHINE 4 05 GEE FOR 8 - 0 O . H . DOOR Cp C • 24' O.C. ANC s 01
BOLT GIRT (GM-20)
12
41
4X15 CEE ALL �•
END WALL
V51/2' X ' COLUMN (GEC-2) GAP
l�A
lyp O
NE ��yrcF(LIP CROSS 5ECTIA..L
L BOLT C4X25 CEE Vl' X I' GWG StiE OFTfENDL .......WINE W 7-11 1/2WGOLUMABOLT U U(GEC-2) GWG-20 GWG GWG-20 ......
Y Is � C7-11 1/2- HANDNANGIAir
�9,�eOcOy
`
.. U U U IGBCA) DLLs T.E\
�RT� ESE, CBCA GBCA GBCA BASE ANGLE ; CITY COPY
2'X6'GIRT 20$-0" WIDE E-NDWALL FRAMING
CLIP (GIRT
20'-0'
OUT TO OUT OF STEEL
4(GU 20'-0" BACK END WALL GARA
GIRTIRTlGWGGE r TYPICAL FRAMING
-10)
SECONDARY FRAMING Ize: 70
-3• WDE X 32' LCM GARAGE GY 1 N' SIEET LEDGE
W/ SOLID SHEETED ENDWALL
I
e T) D DAre EGALE A ml _ __ _I lIEET NO
4' X 16 GA RAT STRAP (TYP
ATTACH IIY l4)12, X 1 V4'
AT EACH INTERSECTIGNCM TO RED IRRAFTER
i
LEFT it
SIDE
WALL
c
M
BACK END WALL
DIMENSIONS ARE
FROM WEB TO WEB
OF COLUMN5
SCl�UJB
�v —v
RAKE ANGLE
6-X2-X 16CA
r
r
3'-4
3'-3 1/4'
-3 1/4
-3 T
3'-3 1/4'
3'-4'
O
I
co
L
L
L J
J
J
r
f
r
rl
l
V)
o
) Z
I
00
J
u
L
IL
IL
LJ
J
J
J
oF
r
r
rrl
a i
l'
' FURI
IN
I N
Tl
P. ALL
AYS
o
1
1
�
f
L IL
IL
L J
J
J
J
r
r
o
)C`
I
IL
-00
L
AI/%IIT
SIDE
WALL
- EAVE STRUT'
7'-4' (TYP.)
RAKE ANGLES ROOF CUP
6' X 2' X 16 GA 3- X 6 1/4- (GRCL)
FRONT END WALL (AND EAVE S RFOR UTS)
20)-0)2 SPAN
ROOF SECONDARY FRAMING
20 LBS. LIVE LOAD
6' ZEE
PUR_M
EAVE
6' ZEE PURLIN
TlX1' HEX
SD.S. • 2' or_
ROOF CLIP (GRCL)
ANGLE
HEX
*2' or_
EAVE STRUT
(GES)
67Q'
ANGLE)K.AVE
V2' X I'MACHM(GRA) BOLT
STRUT
MES)
Y x I' MACHNE
BOLTS
IF THE APPROVED PLANS
ARE MODIFIED, A NEW SUBMITTAL
TO THE CITY IS REQUIRED PRIOR
TO THE CHANGE OCCURRING.
STRUT
(GES)
mLS UG
JUL 12 2002
RAKE ANGLE
12XI' HEX
S.D.S. • VOL,
1/2* GAP
' X I' MACHINE
XTS
CLIP
CITY COPY
WALL PANEL
FIELD BEVE
CUT PANELS
_ 3
II/2'
LAP
CEILING WEIGHT
8' W/ 9'-1 3/8' E.N.
10' W/ 11'-1 3/8' E.H.
WALL PANEL-
1 112'
LAP
w
O
U
12
4 �—
D2
RAKE TRIM
12
14
11= I'
L�
w
U
INNER,
Eli
b'FNL.
LAP .SNEETW. DIREGTIQEHEETM DIREGTIQN LAP
20'-0' 0/0 PANELS + STEEL ,
20'-0• ENDWALL PANEL LAYOUT
(14 PANELS REQUIRED)
w
O
EAVE TRIM 4:12 0
Q =
w =
N. Z
0
d)
LU W
w ' w
SHEETING DIRECTION D4
4' 24'-0' O/O PANEL 4'
GAP GAP
24'-8' OUT TO OUT OF STEEL
SIDEWALL PANEL LAYOUT
(I(b PANELS REQUIRED)
DIMENSIONS ARE
FROM WEB TO WEB
OF COLUMNS—,
SEE PAGE 09
* FOR DETAILS
FOR LONGER GARAGE
KEEP SAME
FASTENER SPACING
PANELS AT
* RIDGE 4 EAvE�
12 X I' SD.S.
Al I • ICI.
* PURLIN 5GREW-
12 X I' S.D.5.
AT 124 O.G. AT
ALL INTERMEDIATE
PURL INS
* STITCH SGREW
14 X l/8' LAPTEK
5.D.S. AT 24' O.G.
4' FNL.
GAP
1'-4' PURLIN
TYP. ALL BA
* SEE PAGE '9
FOR DETAILS (� r
FOR LONGER GARAGE
# KEEP SAME JUL 1 2 2002
FASTENER SPACING
0
SHEETNG DIRECTION
20'
-n•
R
qp /�
l
l
0' O/O PANELS "�- 4-7b40e
-8' 0/0 CONC.—E'�i5i
ll(b PANELS REQUIRED)
10' -10' LONG
CITY
0" S P A NSH€tTING PLAN
4' FNL.
GAP
i
RAFTER 8
ROOF CLI
(GRCL)
Z-PURLIN
4'
GAP (2) 5/8' DIA. (AT PEAK PLATE)
BOLT t NUT
�-Z-PURLIN
1/2' DIA.
BOLT 1 NUT
ROOF CLIP
all I L&-O (GRCL)
DETAIL 'PR'
PURLINS-TO-RAFTER
3'
RIDGE CA
4:12 (FL-38�
'U' P L
`I2 X I'
S.D. SCREW
AT 6' O.G.
\0*
'U' PANEL
OUTSIDE
CLOSURE
✓
PURLIN-� \�
'Z' 6' X 2 1/2' X 16 GA.
SECTION R-R
RIDGE
`\PANEL
DOOR HEA
4' GEE /
I'
(INVERTE�
SJ\.
Sl'�. FASTENER
WALL GIRI)
12'lO.G.
/HEAD TRIM.
CHANNEL
DOOR HEAD �`�
12 X I'
SD.FASTENER
24, O.G.
DETAIL
D5
AT O.H. DOOR HEAD
12X1'
S.D. SCREW
AT 12'O.C.
ROOF
/
TRIP' SF -I
1
12 X V' S.D. CREW
i(o' O.G
WALL
-12X1'
SD. SCREW
6a' O.G.
,�-12 X 1'
SD. SCREW
12' O.G.
/
/
EAVE
PANEL-�� j;%STRUT
DETAIL D1 AT EAVE
E R-� FRARS
TRIM SF-3 -
I
I
I
12 X1 I'
SD. \pGREw L_
20' Ur.
-PANEL
DE WALL
-WALL
GIRT
u 2' X 4'
W BASE/CORNER
ANGLE
DETAIL D3 AT O/S CORNER
8' X 2' CHANNEL
12 X I' ' �D\OOR JAMB
S.D. FASTEN( R
24' O.C. /
END WAIF
COLUMN I JAMS` TRIM
4' (GOC)
WALL
PANE/
DETAIL D6 AT O.H. DOOR JAMB
12XI' 12X1'
SD. 5eqRE`
12' 09 0 SCREW
12
12' O.C.
ROOF
TR SF-2 � I PANEL
12 dC I' I
SA SCREW I / RAFTER
2' X 6'
RAKE
WALL \�� L ANGLE
PANEL COLUMN
DETAIL D2 AT RAKE
2'X4��
BAS�/CORNER
ANGLE
GG�CRET I v2-
�.� PANEL
Is
12 XF S.D.SD. FASTENER
112' O.G.
I
I
I I/2' I
LEDGE
(BY O RS) i�-CONCRETE
DETAIL D4 AT BASE
i' 14 X 1/8' LAPTEK
3/8' X 3/32' SDS. • 24' O.G.
TAPE SEAL ROOF
(CONT.)
PANEL
1 U! 02
VIED PLANS 1 ?. 20
ARE MODIFIED, A NEW SUBMITTAL
TO THE CITY IS REQUIREDDIRMI.,
TO THE CHANGE OCCURTfAT-___
D7 ) AT
30-1
SIDELAM C. y COPY
-� - - �► ��PANEL DETAILS
"T`ib OA lh I` 2020W
8X2 CHANNEL
DOOR HEAD
NOTE:
CEILMCs BEAM IS END WALL 8X2 CHANNEL
PREPUNCHED FOR COLUMN(GEC) DOOR JAMB
AN 8', S', t 10'
WIDE DOOR. ATTACH
4' GEE TO APPROPRIATE
HOLES NCEILING DOOR HEAD & JAMB FRAMING
BEAM. THEN SCREW FOR OVERHEAD DOOR IN ENDWALL
TO FRAME RAFTER
STUB COLUMN—
C6X25X16GA
SPLICE PLATS ---
V4' PL
(INSIDE CEILING BEAM)
CEILING BEA
C8 X 35 CEE
(2) HIGH
STRENGTH WASHERS
8X2 CHANNEL
DOOR HEAD
CEILING BEA
C8 X 35 CEE
8X2 CHANNEI
DOOR JAMB
M2-14 X I'
S.D. SCREW
e 12, O.C.
OUTSIDE
OF BUILDING
WALL
PANEL
4)(25 CEE
WALL GIRT
M2-14 X I'
S.D. SCREW
s 24' O.C.
— HEAD
TRIM
DETAIL AT DOOR HEAD
92-14 X 1'
SD. SCREW
s 11' O.G. 4RE /it
THE hq4PP
RO
TNX VEDTO AIODIf/E
PLAN
—BTOT�/SREQ 1TRMRtTq(
- N2-14 X I' '` GE OCCURR NC PRIOR
S.D. SCREW
6 24' O.G.
WALL PANEL
OUTSIDE 4X15 CEE
ENDWALL
OF BUILDING GMIJMNOLUMN(GEWG)
DETAIL AT DOOR JAMB
(-TTY COPY
Ek/ST.
I \314 (//G EXIST. C.O.
£�Ec I.E. = 22.38
I 's• \ GoND(j, -
1 �
I I
EXIST. 4' DRAIN LINE
I ryk X I -� FROM OUTDOOR SHOWERS
8' TALLOW ��'
EXIST. 3/4' W.L. TO
' xM1k9, OUTDOOR SHOWERS
ry�
Iski ,• X
o
3' TAL W PANELBOARD
r
m
25' PAL 90
Lu
-
��
t CONC. DRIVE w
td
/�
v x
;u
W
lop
3`
:1
' WALKWAY
I / POOL
HOUSE
25.00 F/F
@/
x
elk•
ryk9S
X x
7' RO IND PAMPAS / TALLOW
EXIST. C.24.30❑
PO
LE & CABLE BARRIER
A
—
' / G ELEC• C0f
EXIST. SWALE
REMOVE EXIST. SWALE FLOOD LIGHT EX— x,oti `
op
` EXIST. P.P. W/ ELEC. BOX
ryko1 d 4 d a x Xyk1�
- - 02 ND PAMPA ti" gti
a a - - -c - - X tik•
XIST SWALE
Iry�1ry SAND LOT
Oil, COVERED ''� EXISTING 4Q, - 3' BUSHES
X AREA dd
BUILDING
O2 G.V. I
• Q
E d �
ry"� ` X tikes d 3' BUSHES
v _ 4' SAN. SWR. C.O. tis91 X
T—
i11111111111111111111111111d O _ EXIST. 3/4' U/G
a - - ELEC. C NDUIT
3 REDBU
O _ _ �f
a-
D
kos 9 a \ EXIST. 3/4' U/G
'!• • Qi kk d - k CQ
X v ti — �— v tikak \ tiELEC. CONDUIT
EXIST. 3/4" U/G ELEC. COND IT
EXIST. ELEC. BOX' \ .�°
100 AMP, #3 WIRE PROP❑SED:�
/ BUILDINGO
\ 5 XIST \ EXIST_ 3/4" U/G ELEC.
CONDUIT TO POWERSOURCE
�lp
-
\
lip
X v •
EXIST.—W.L. TO SPRINKLER SYSTEM
20 ROUND HILL
/vo o c aL4p /
ACTIVITIES TO BE PERFORMED
BY CONTRACTOR
Q NEW BUILDING - FINISHED FLOOR ELEVATION 26.0'.
! 0 REL❑CATE AND EXTEND EXISTING C❑NDUIT & WIRING TO
NEW PANEL BOARD ON NEW BUILDING.
FILL AND COMPACT EXISTING SWALE.
0 REGRADE EXISTING SWALE.
ACTIVITIES TO BE PERFORMED BY
CITY OF LA PORTE
l0. REM❑VE AND RELOCATE EXISTING IRRIGATION CONTROL WIRING.
O NEW 5' WIDE CALCIUM SULFATE WALKWAY.
3O SET NEW POST, REATTACH CABLE.
NEW 4' SAN, SEWER. SAW -CUT, REMOVE & REPLACE
EXISTING SIDEWALK. INSTALL CLEAN OUTS AS NEEDED.
Q NEW 1' WATER LINE.
NOTE:
(SEWER & WATER MUST BE 10' APART - UNBROKEN GROUND)
5
0
LEGEND
N
W
W
x
cn
8 FLOOD LIGHT
c!
P•P•0 EXISTING POWER POLE
0
04
k61 ELEVATIONS
co
SANITARY SEWER (SIZE NOTE)
o
WATER LINE (SIZE NOTE)
— — — — UNDERGROUND ELECTRICAL LINES
Lo
o
CHAIN LINK FENCE
0
SWALELi
N
U
�ya.
0
l