HomeMy WebLinkAbout1986-0253APPLICATION FOR BUILDING PERIVII
PERMIT NO. fj DATE OF IS_1,LjA-,CE
THE UNDEP.CTCNED HEREBY APPLIES FOR A BUILDING PER1111'11 AS HEREINAFTER DESCRIBED.
OWNER—Weekley Homes, Inc. CONTRACTOR Weekley Homes, Inc.
ADDRESS 12200 Ford Rd., #252 ADDRESS12200Ford Rd., #252
CITY,ST.ZIP Dallas, Tx 75234 CITY,ST.Z!P Dallas, TX 75234
PHONE NO. 214-243-8414 PHONE NO. 214-243-8414
IL
BUILDING OR STRUCTURE AT: STREETIr 4504 STREET_.Ainsworth circle
USE OF BUILDING single Family Residence
LEGAL DESCRIPTION OF PROPERTY: LOT 57 --BLOCK 1 0"SUBDIVIS ION Glade crossing
Phase lB
SQUARE FEET OF BUILD7NG (INCLUDING GARAGE) 2600 VALUATION OF WORK$ 128,990
DESCRIPTION 0 . F WORK TO BE DONE:- Construction of new single family residence
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND
THAT THE SAID WORK WILL BE DONE IN, CONFOPIAIANCE WITH THE INFORMATION HEREIN SET
FORTIT At! COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING BUILD -LNG
I
CODES. A
SIGNED:
C
lu
TO BE COMPLETED BY INSPECTION DEPARTMENT
TYPE CF CCNSTRUCTICN OCCUPATJCY GROUP_ Z DIVISION ZONINGgj,
FRONT YARD L.H.SIDF YARD & R.H.SIDE YARD (0 REAR YARD_
BUILDING WIDTH—
BUILDING DEPS BUILDING HEIGHT
POST TENSION REBAR
PLANS CHECK APPROVAL DATE
SITE PLAN APPROVAL DATE
FIRE DEPT. APPROVAL DATE
APPROVED FOR PEP -MIT DATE
i,
PERIMIT EVALUATION__Z4_,0
BUILDING PERMIT FEE
WATER AVAIL. RATE, jf7
SEWER AVAIL. RATE
TOTAL
CITY OF GRAPEVINE
Application For PLUMBING Permit
PERMIT NO. BLDG. PERMIT NO. DATE 19
OWNER CONTRACT�
A
ADDRESS ADDRES
& STAT -) -,1 17- - -_
CITY CITY ST & Z 7 L v
PHONE NO. Z P NO.
JOB ADDRESS: STREET STREET
DESCRIPTION OF WORK
$10.00 PERMIT ISSUING FEE ....$10.00
$ 4.50 SUPPLEMENTAL PERMIT ...............
SINGLE FAMILY RESIDENCE
$41.00 ONE BATH .......................................................
$53.00 TWO BATH ............................................
$77.00 THREE OR MORE BATHS .............................................
$ 4.00 FOR EACH PLUMBING FIXTURE OR TRAP
$ 5.00 FOR EACH SEWER SERVICE .........................................
$ 8.00 INDUSTRIAL WASTE PRETREATMENT -INTERCEPTOR, EXCEPTING
GREASE INTERCEPTORS FUNCTIONING AS FIXTURE TRAPS...'............
$ 2.00 INSTALLATION, ALTERATION OR REPAIR OF WATER PIPING..,_—.......
$ 2.00 EACH FIXTURE REPAIR OR ALTERATION OF DRAINAGE AND
VENT PIPING ........................
6.00 EACH LAWN SPRINKLER SYSTEM ON ANY ONE METER INCLUDING
BACKFLOW PROTECTION DEVICES ...........................
$ 5.00 FOR 1 TO 5 ATMOSPHERIC—TYPE VACUUM BREAKERS ........ .............
1.00 EACH ATMOSPHERIC—TYPE VACUUM BREAKERS OVER FIVE ..... ........
S 5.00 EACH BACKFLOW PROTECTIVE DEVICE OTHER THAN ATMOSPHERIC–
TYPE VACUUM BREAKERS 2 INCHES AND SMALLER ......................
$10.00 EACH BACKFLOW PROTECTIVE DEVICE OTHER THAN ATMOSPHERIC
TYPE VACUUM BREAKERS OVER 2 INCHES.. ...................... ..
$ 2.00 EACH GAS PIPING SYSTEM 1 TO 4. OUTLETS ................... 4 .......
$ .50 PER OUTLET GAS PIPING SYSTEM 5 OR MORE OUTLETS,,,,,,,,,,,,,,,,,
$ 5.00 FOR EACH WATER HEATER ..........................................
TOTAL FEE
__Z
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT
THE SAID WORK WILL BE, DONE IN CONFORMANCE -WIT THE INFORMATION HEREIN' SET FORTH AND
5P1(fE?WITW`T`H� �fTY F GRAPEVI y REGULATING PLUMBING. CODES.
IN COMPLI. _,I�E_0�ES
SIGNED. -4 mss
OWNER OR C(QNTRACto�
111 11, 11 Jill
I do hereby certify that this drawing or
plan and related specifications meet all
local code requirements and are in sub-
stantial conformity with V. A. Minimum Pro-
perty Requirements."
V V
Weeldey
.r
Hozne�
1300 Post Oak Blvd., Suite 1000
Houston, Texas 77056
(713) 963-0500
17-41
scale
1 = 20'.0"
date
subdiv.
lot C>1 sec. Vase
W1�5-1 I
address
-Fp I
panel an
yt
5
9
i
I I P
IL
i
.s
i 3
!. 4 }P -
60 "r -i! tel
A
z
I
I 1I1/!l �.j '1'2,,f, "1 - M. . - -I I
_� I r- I I L A 11 f, I
4 FILL
PLASTIC CHAIR I
VAr-CR BARRIER
it S" HCOK
..EMC N A N C H CIR
2` 0
C-1
S L
.-IN FLOOR
(7)
AL_
TIES C, IE' C,&
SU:DPORT BAR
181, 0, C. 4
a 1
U 0-
F! N. FLOOR
SLOPE
ICA
'RL AkCH,
L L
Ln
mmumm, ism 5 mmswmmm I I
B R, I C K L E D'2E WHEi�E
SHOWN ON PLAN
'NT, [-�E,
OR, 2 0 C, E
FIN FL Ik
AkCH
T ir
L
D-1 FIN GRACE NOTE.
I
71 1. DEN TES LIVE END.
2, DENOTES DEAD END,
it
it
TEND 3, W: BEAM WIDTH
Co.
Lz_ 4– 4(VERT) 4. D. BEAM DEPTH
TIES
CIL 3 JF BAR C, O. C, 5. TENDON SIZE �X-z
2–
T, TENDON
#3'S 12
BEAM BEYOND C c� -
BEAM CONT G. DESIGN P I. — 0
_j -7
L2 THESE FOUNDATIONS HAVE BEEN
T E N D
3
THkCK X 1'-2' BEAM DES16NEL. TO BE USED WITH ANY
0, C, D-�(,)P BELOW GRADE) S T TENSION SYSTEMS
3 SUPPORT BAR j-0 OF THE POS
ACCEPTED BY THE F. H. A.
7
6
*10 EXTRA BEAM DEPTH ruDETA I L PLAN NO.
DRAWN BY. CHECKED BY
loommignmomomm mmollmill I
z
cc
ry)
C/)
W
w
u
V)
0
cn
qu
z
0
V)
D
LAW
z
(y)
6
*10 EXTRA BEAM DEPTH ruDETA I L PLAN NO.
DRAWN BY. CHECKED BY
loommignmomomm mmollmill I