HomeMy WebLinkAboutBSWP2016-04880
DATE OF ISSUANI• 016
PERMIT #: M
is BUILDING PERMIT ' '
LICATION
e�(PLEASE PRINT LEGIBLY - COMPLETE ENTIRE FORM)
O; 11 i P
LOT: 3A BLOCK: SUBDIVISION: V I NEI P\�
BUILDING CONTRACTOR (company name):
0
CURRENT MAILING ADDRESS: 17/ i �/ 1V °•� io/i1
CITY/STATE/ZIP: i� 1 PH: # ®1 Fax #
PROPERTY OWNER:
r74 -
CURRENT MAILING ADDRESS:
CITY/STATE/ZIP: A PHONE NUMBER:
PROJECT VALUE: $_ f FIRE SPRINKLERED? YES
14
WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC X PLUMBING X MECHANICAL
DESCRIPTION OF WORK TO BE DONE: I
USE OF BUILDING OR STRUCTURE: f -'
NAME OF BUSINESS:
Total Square Footage under roof:
Square Footage of alteration/addition:
❑ I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
❑ I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for I & 2 family dwellings)
❑ I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPRO AL FROM E AFPRO IATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: _ _ SIGNATURE
PHONE #: ® EMAIL:
CHECK OX IF PREFERRED TO BE CONT CTED BY E-MAIL
Construction Type: °
Permit Valuation: $
Setbacks
Approval to Issue
Occupancy Group: A
Fire Sprinkler: YES NO °-
Front: (
Electrical
Division:
Building Depth:
Left: 61
Plumbing
Zoning: 1'
Building Width:
Rear: t o !
Mechanical
Occupancy Load:
Right: 6 t
Plan Review Approval:
Date: A ° Zo 1
Building Permit Fee:
Site Plan Approval:
Date:
Plan Review Fee:
Fire Department:
Date:
Lot Drainage Fee:
Public Works Department:
Date:
Sewer Availability Rate:
Health Department:
Date:
Water Availability Rate:
Approved for Permit:
Date:
Total Fees:
j
of Drainage Submitted:
Approved: ®1 i °2,014
Total Amount Due:
P.O. BOX 95104, GRAPEVINE. TX 76099 (817) 410-3165
O:FORMSMPERMITAPPLICATIONSS 1/02 R- 11/04,SZ6,2/0711'09,4/11
19
--e-71%.-
T cvv
i
9 X A 8 1
I r CITY OF GRAPEVIN
(CIRCLE ONE)
uv MECHANICAL - ELECTRICAL - PLUMBINGi
IRRIGATION - FUEL GAS
PERMIT APPLICATION
(PLEASE PRINT LEGIBLY - COMPI FTF FNTIPI= CnOR12%
PERMIT #BLDG. PERMIT # _g -------
(o - 09 (5
JOB ADDRESS: 1/ !FF ylltlt'-�&o SUITE #
DESCRIPTION OF WORK: 7Z POO L_
PROPERTY OWNER:
CONTRACTING COMPANY:
ADDRESS: Y-3 �3!r 016,FYI-k10 614,4o� P12,
ADDRESS.
yL
CITYlSTATE/ZIP:
415-
CITY/STATEIZIP:
Jy"'574/ Zy 7 -�W
PHONE NUMBER:
-vi
-
PHONE NUMBER: Pp? e-KCV3
TYPE OF OCCUPANCY
BUILDING AREA
(SCI FT
(SQ
P�
PERMIT FEES
!T!
AMOUNT DUE
EACH TRADE
I. R-3
1- 749
$ 33.25
SINGLE FAMILY, DUPLEX
750- 1,199
$ 49.88
TOWNHOUSE,
1,200- 1,500
$ 63.18
NEW CONSTRUCTION &
1,501- 1,750
$ 76.48
ADDITIONS (PER UNIT)
1,751- 2,000
$ 8113
2,001 - 2,250
$ 89.78
TOTAL SQ. FOOT UNDER
2,251- 3,000
$ 96.43
ROOF
3,001 - 3,500
$ 10108
3,501 - 4,000
$ 109.73
4,001 +
$ 120.37
EACH TRADE
11. A, E, 1, R-1
1 - 500
$ 37.00
HOTELS, APARTMENTS,
501 - 100,000
$ 17.50+.035 PER
DRINKING/DINING,
100,001 - 500,000
$ 3,500.00+.03 SQUARE
EDUCATIONAL, ASSEMBLY,
500,001 +
$15,000.00+.02 FOOT
INSTITUTIONAL
EACH TRADE
111. B, F, H, M, S, U
OFFICE, RETAIL, WHOLESALE,
1- 500
$ 37.00
GARAGES, FACTORIES,
501- 50,000
$ 32.00+ .01 PER
f
WORKSHOPS, SERVICE
50,001- 100,000
$ 182.00+ .007 SQUARE
STATIONS, WAREHOUSE _
100,001+
$ 582.00+.003 FOOT
CONTRACT
EACH TRADE
IV. ANY OCCUPANCY GROUP
VALUATION OF
WORK
FINISH -OUTS,
SHELL COMPLETIONS,
0- 500
$ 37.00
ALTERATIONS OR
501- 1,500
$ 45.00
STAND ALONE PERMITS
1,501- 3,000
$ 57.00
3,001- 5,000
$ 72.00
CONTRACT VALUATION OF WORK:
5,001- 50,000
$ 27.00+.009
50,001- 100,000
$ 127.00+ .007 PER
$
100,001- 500,000
500,001+
$ 327.00+ .005DOLLAR
$ 1,327.00+,003 IVALUATION
V. MISCELLANEOUS
EACH TRADE
IRRIGATION SYSTEMS
$ 37.00
MOBILE HOME SERVICE
$ 37.00
TEMPORARY POLE SERVICE
SWIMMING POOLS
$ 37.00
0 C)
$ 37.00
SIGN
$ 37.00
C:\Users\sbatte\AppData\LocalkMicrosoft\Windows\Temporary Internet Files\Content,Outlook\G80E6GQF\MEP APPLICATION 4-1 l.doc
WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING
OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED
PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE
OTHERWISE REQUIRED BY STATE LAW.
INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM)... ... ...... .......... .............. $42.00/HOUR-
REINSPECTIONFEES.................................................................................................................. $42.00
PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED— . ................. ........ -- ....... ............. $37.00
INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)--, .... $42.00/HOUR
ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO
APPROVEDPLANS ............... ....... .......... .............. ............... .......... ---- ......... ............................ .$42.00/HOUR
BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT
SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE
® FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS"'
I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE
PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE
WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF
THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF
GRAPEVINE.
I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR
LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS,
AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST.
A�41 "�®gA;t'
SI NATURE OF CONTRACTOR OR AUTHORIZED AGENT PRINTED NAME
(OR HOMEOWNER FOR HOMEOWNERS PERMITS)
PHONE #: I ( / �l ! EMAIL:
'OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER.
*ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS.
Development Services Department, Building Inspections
The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165
Fax (817) 410-3012 * www.grapevinetexas.gov
C:\Users\sbatte\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G80E6GQF\MEP APPLICATION 4-11.doc
GRAPEVINE1# 22000
WATER CUSTOMER SERVICE INSPECTION
DATE: 61 "zG/BUILDING
ADDRESS: --433&
DD.as k '•• r5.
IRRIGATION
'ERMIT # /&- I 0.3 j WATER HEATER
IV
I hereby certify that I have inspected the water supply system at the above referenced address. To the best of my
knowledge, the materials and methods used in the installation of this system comply with all laws of the State of Texas
relating to plumbing that are required to be enforced by municipalities, and the plumbing code adopted by the City of
Grapevine. Plumbing regulations are contained in the City of Grapevine Code of Ordinances Article V (Ordinance
number 2007-36) and Article Vill (Ordinance number 2007-36), and any and all subsequent related ordinances.
In addition, to the best of my knowledge, no cross connection exists at this address at the time of inspection.
t.
o'.e —10/2-
TITLE
102TITLE
LICE jSE NUMBER
01ormslwaterservinsp, 05101
Revised: 7/23/14
Single Family Swimming Pool / Spa Standard Plan Comments.
*No underground electric to be within 5' of pool, no overhead electric to be within 10' of
pool.
*Provide a G.F.C.I. outlet within 10' to 20' of pool.
*Pool fill source may not tie into irrigation system nor any other non potable source. Pool
fill source to have backflow protection device to protect water supply system.
*Hose bib's within 25' of pool are required to have vacume breaker backflow protection.
*P -trap installation and inspection is required prior to belly steel inspection or at same
time of belly steel inspection.
*Provide for drainage / erosion control final prior to pool final.
*5/6'1.R. FND.
(CAPPED PELDTON) '
— — . 00'19'05" E 52.00'
�I
— — —_.
o mol
6.0' .6'
4.4'
B
0
tn
2A
D214174403 j .,_
{
44
I.R. FND.
I PELOTON)
� u
25' BUILDING
e LINE
*4/2-IC run
D2141774403
LEGEND
*-comma MONUYEn
WOOD SfOME TILL
1. EROSION CONTROL REQUIRED BEFORE CONSTRUCTION STARTS.
CONSTRUCTION, OR
PRIOREASEMENT WITHOUT APPROVAL.
3. MAINTAIN CURRENT DRAINAGE PATTERN.
GRASSIEROSION CONTROLREQUIRED BEFORE FINAL.
Z10116
4338 VINEYARD CREEK DRIVE
(W &o.w.)
ollW/M*l-,L=-
( P )
113' MWAW SOU Mft. l0n/W
-00*20'52F lw
52.00'
WT 1. mm2
MIMU PLUM Amnom
�%L
T& 5"5)
To5p/pa"=
25' BUILDING
LINE
4
D213265394
. FMD.
Pmmx) Trrnjw imarim
S
7))7
00-19'0 - E
UM NMI
&
D213255304
6.,D. low
W
romm
2
D213MO394
z
40.0r
SO
40* OL
LOT 3
ollW/M*l-,L=-
( P )
113' MWAW SOU Mft. l0n/W
-00*20'52F lw
52.00'
WT 1. mm2
MIMU PLUM Amnom
�%L
T& 5"5)
To5p/pa"=
25' BUILDING
LINE
4
D213265394
. FMD.
Pmmx) Trrnjw imarim
1-4669-1664
CF# _180—j51104s41
I SMITH
4338 VINEYARD CREEK DRIVE
5/8' LR. FND
(CAPPED PELOTON}
-S-DO'19--05" E 52.00
TOR LL CALI.-
IS tO UTILITY ESM,,�' D�?14174403
"ONI-RACSHA'FOE I
INSPE—ION-
(18'17) 4711 03 0 110 eei
O
P,NTRACTOR REQ IS'TRATION
WIL' BE REVOKED UPON
21.0'
P E_ R M1 L—AIT X P IR A T19 A, 1 36-0. ___-14.6'
2A
D214174403
0
M Lj
LO
PP
,'FPAjZP-1r_- PIEV41AI-1 1 6.4'
*5/8-I.R. FND.—
(CAPPED PELOTON)
SCALE: 1"-20'
1111111MIS
I
a�Wij
15' SANITARY SEWER ESMI'll, 14227/535---
0' DRAINAGE tLI" I-, -i 4403
P't,
Is
—5/8-I.R. FND.
:CAPPED PELOTON)
— - — --------------
"s�
BUILDING
LINE
I
MI"I F 13RAPMENE
ED FOR CONSTP
THIS PLAN TO 8t KEPT ON
THE JOB AT ALL TIMES
BY:
-
BUILDING INSPECTION DIVISION
RELEME DOES NOT APPLY TO CONST RUCTION IN
EASEMENTS OR PUBLIC RIGHT-OF-WAY.
0' '-'—
LOT 1, BLOCK 2 /
DRISKILL PLACE ADDITION 8.1 R. FND.
(CAB A. SLD. 5645) 5/8-LR.
PELOTON)
O.P.R.T.C.T.
SUBIJECT TCI: RESTRICTIVE COVENANTS AS LISTED IN
SCHEDULE B, OF THE TITLE COMMITMENT REFERENCED BY
G,FNUMBER HEREON.
NOTE; BASIS OF BEARINGS FOR THIS SURVEY FROM
DATA PROVIDED BY THE RECORDED PLAT.
F.Fr-RAM
%F151MTfdi7fl1
GAS METER:
CABLE BOX:
TEL PED: (�
ELEC. BOX:[
W D
TRANSFORMER:
LIGHT POLE: @
COidCIt
',BRICK-
ASPkALT
%F151MTfdi7fl1
GAS METER:
CABLE BOX:
TEL PED: (�
ELEC. BOX:[
FIRE HYDRANT- z&
TRANSFORMER:
LIGHT POLE: @
SIGN: 0 -
PROPERTY DESCRIPTION: I t 3A, Block 2, Vineyard Creek Estates, an Addition to the City of Grapevine, Tarrant County, Texas,
according to the Amended Final Plat for Lots IA -21A, Block 1; lots IA -28A, Block 2; Tract IA & Tract 2'k
of Vineyard Creek Estates, recorded in Document No. D214174403, Plat Records of Tarrant County, Texas,
URVEYOR'S STATEMENT.
is Undersigned Registered Professional Land Surveyor has prepared this survey for the exclusive use 0 the hereon named Home Bulidar und firls C*mparty
The Undersigned acknowledges that; this Survey was conducted by the Surveyor o� under h1s %uperylvion on the date shown hereon � this plot of Survey ansd
- `
g. The
descVrBsilon set forth hereon are on accurate representation of facts, found at the Urne of on achuol on--the-ground serve„y; iherr oTo no rwibW,
ground encroachments, or protrusions, except as shown.
this survey by any parilas other than those nomad above for any nihar purposes choii bo of Pa Uvar's own 05k and any ims,, rv�,Olng inoro frii
use ol it, I
0 riot be f;ra responsibility of the UndeNgnod. Unauthorized rase 135 noi permr1t*d withool Iho V.Pros�� *Atter; porrnii.-ron of Dowdy Lond 'Sur-vyarc,
_T1r4 ks E 9 M 1,'*l r4>12 Z5 W I rA M 1 r4 CX Poe
OF
At4 D f)A V -
:;K tj A lr� LO
1%4 W A
A 4
Lto�v sL.Ar5 Aq,
1. 47 r
StlC04 (bTia •f
r_14 C421Irj C04 I; D RODRIGUEZ, R.P.L. No. 87
DOWDY LAND SURVEYORS, INC.
da IV
6850 MANHATTAN BLVD. SUITE 310
FORT WORTH, TEXAS 76120
(817) 429-9898
T.B.P.L.S. FIRM NO. 100463-00
CHECKED By: RR DRAWN BY: JCS/GRB COPYRIGHT® 26f _5 DOWDY LAND SURVEYORS, INC. ALL RIGHTS RESERVED.
-M
umbrella ar gall sleeks
A returns
A pool sweep
vat r fc,�,,brc cavolk
pool light
APPROVED PLANS SHALL BE
KEPT ON joBSITE AT ALL TIME
I, ?,
1111ca55 THFIDUC41-1JAIC�Nf
LOT r
!-Jl 510c,es
Ciet �,"Vith Cvlrer5
I CONITIAC TOR SHAL1.11 CALL FOR
I N S IP E C - IF i �0' N'S "
k-
j, jD1,p%-r 10 N
CONTRAC-TOR
WILL BEE REEVOIKETE-111 UPON
PERWT E—KHRIJION,
WIN IS, U WE 9 IMA
I 5ANIfAFY 5F -MP FA�MFNT CAPFFL? -- W/ WHIt PkFC�A'15f
—— — — — — — — — —-- — — — — __ — — —
CHOFP�12 �IP6F FACI�[? WV
FW -91-1 5PA WITH
5IX INCH WAtP, 1?015
A
ry I 1 6.1
9-
Ciastrmer Note,: I
v J -� Xxd
817-431-1847
K1opj/DNrodLPoo1s
IT
817-439-1553
. 13� NCH
0
At' 0 1
FLANTU
xlml��
t
A ITANNING LPCE
5T17 HN6TH W/
U
MDfLRAIREMNE
�LEASED FOR CONSTRUCTIC
SEPARATE PLUMSING, MIECHANICAL,
ELF-CTRICAL. At'14":' , SIGN PERWIS
StiALL 13E MQUIFILD
Customer AWqmerrL I FoolFrofila:
Nq�-,rx6epb-, drawiq to he 6A as shown. In sicpipq, buqrr --7
ogre: , that this drawmshall 6:- "o leaA & bindinq Vxt of the
5WIMMInq pad cont r.x- , �Iwqcr u1`j0r5L-1flJ5 LU tA41?
& rcprccnW ai 4'ijs ,i urn,?IntaI tlir. prorrrtq of
Klaus -odt Pzk � rneq A be replooluceJ or u� r In Aiq waa �,ltlipk
tfic rl,prczs wriNcti nom sl of Raprx9dt Frx,li,,
Pool &Spa Specifications
Measurements
Perimeter --91' Area=434 It'
Depth
3.5'x 5'x 4'
Spa Dimensions
6.5'x 4.5' Custom, 3.5' Depth
Spa Profile
Flush
Spa Bench
Flat
Structural
ISteel 1112" -12" to 6" OC w/ 1/2" 4 -Bar Box Beam I
IGunite 112" x 16" Beam, 6" Walls, 6" Foor, & 8" Coves I
nbing Layout 12 Skimmers (Tan), 2 Drains, 5 Returns
rbing Specs
2" suction, 2" returns to 1.5" at splits, 2" cleaner the
Line
Hosebib
i Plumbing
stdjets=6 fountains=1
k Waterfall
NA
ter Features
Per Drawing
ItIonal Plumbing INA
rflow, Line
I Installed By Tile & Coping Crew
actuators
Spa -Side Controls
Spa-Side
NA
Steps
1.5 hp Standard
Pool Lighting
ool Li
2 ea, ColorLogic -
I
Spa Light
Spa Light
Colorlogic Spa
Standard
H-Series 400 (NG)
Residual lAquarite Salt System
'I Coping, & Plaster
Tile 6" Ceramic
Pool Coping Colored Precast Bullnose
Spa Copinq Colored Precast Bulinose w/ Flat Spillwav
M.
Cap
NA
Steps
NA
umdowns
20-
2 Estimated Drainage 150' of 4" Pipe w/ 12 Drain Inlets
Deck Drain Grates
IvulPatio
Standard
Box Drains
8
NA
C
Deck Chase Lines
NA
Volleyball Sleeves
NA
Masonry & Retainage (height given Is average)
Raised Beams
5'x 10" Tile Facing
Drop Beams
30'x 12" w/ NA Facing
Retaining Walls
74'x 18" wl Colored Precast Bulinose Cap
Wall Profile
Gunite w/ Stack rock Facing
Gunite Steps-
10'x 6" vvi/ Colored Precast Bullnose Cap
Ilwvou= L-.Uvv 114n
Pock Waterfall FN—A—
Firepits INA
DigTess # 1652202436
XT11 Smith Family Pool hm phone: phone
4338 Vineyard Creek cell phone: 817-733-8571
GrapeAne, TX A phone: work
Mapsco:, mapsco F1If-23/2016 Gets: gate code )alar;: 2016.21,01