HomeMy WebLinkAboutRMISC2026-000438
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Construction Tv)e:
Peimit Valuation-, $ Setbacks A _porqval to Issue i
Fi
'Frot. Electrical re Spfinkler. nYES NO
Division, Building Deptb: Left: Plumbim�
1 Zoning: Building Width- Rear:
Mechanical
- LiQc�cu�iancy Load: i Grease Trap Ri d
la—n Review Aj�)r�val: Date, 4- Buildm'u Pennit Fee;
Site Plan Airroval: Date: Plan Review Fee:
Fire Department. Date: Lot Draina,-,e Fee:
Public Works Departnient: Date: Sewer Availability Rate:
Health Department: Date: I Wate'r Availabilit,,,-Rat,e:
Approved for Pennit: Date. T -o-
Lot Drainage Submitted Approved: Total Amount Due:
P* SON 95104, GRAPEWNE. TX-Tfif. MM omm O.FORM5'DSPERhtTAPPUCAT[Q?;6 OONRev 11134 5 CM ZQ7.1 M. 41 1,2�19
ADDRESS
2014 Heatherbrook Dr.
Grapevine, TX 76051
LEGAL
Brookside Addition Blk 2
Lot 7
S
PERMIT HOLDER
Gene McCorkle
Tuff Shed
(817) 222-9981
COLLABORATORS
•Gene McCorkle
Tuff Shed
(817) 222-9981
OWNERS
•Carol Graves
INSPECTIONS 3
1. Building Framing
2. Lot Drainage Inspection
3. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)tom saurey
**APPLICANT PHONE NUMBER 972 207 0049
VALUATION 2500
Square Footage 36
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP S-1
DOCUMENT - LOT DRAINAGE PLOT
PLAN (CITY STAFF USE ONLY)drainage.pdf
DOCUMENTS - MISC 01 application.pdf
DOCUMENTS - MISC 02 documents.pdf
* ZONING DISTRICT R-TH
APPROVED TO ISSUE PLUMBING NO
READ AND SIGN
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 APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL
AGENCY(S).
February 19, 2026
Signature Date
City of Grapevine
PO Box 95104
Grapevine, Texas 76099
817) 410-3166
Building - Residential
Accessory Structures
Project # 26-000438
Project Description: 6x6x7.6 shed [ELECTRONIC REVIEW]
Issued on: 02/19/2026 at 1:29 PM
MYGOV.US 26-000438, 02/19/2026 at 1:29 PM Issued by: Connie Cook
Page 1/2
From: Larry Gray
Sent: Wednesday, February 18, 2026 1:21 PM
To: Gene McCorkle
Cc: Arnoldo Ramirez; Kelly Taft
Subject: �26-000438� 2014 Heatherbrook, Dr., Grapevj)e,'TNX (shed"i
wamm
I.. , � 1111111 1111 11111 - —, rp.R-•inisetotWefollowine:
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1. Submit a dimensioned site plan in pdf format. The site plan must indicate the proposed Location of the
shed, distances to property Lines (6-0" minimum), and distances to other structures (110'-0" minimum) on
the lot. It shall be reasonable drawn to scale.
2. Provide the overall square footage of the existing garage.
3. The 6'X6'X7'-6" size indicated does not appear to be available according to your submittal, documents.
Please clarify.
Uptoad a complete set of revised plans and replyto this emaiLwhen it has been uploader,
Larry Gray
P"', Building Official
City of Grapevine
is -5 200 S. Main St. Grapevine, TX .,6051
p: 817A103163
TSBPE License # 1-3200
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RECEIVED. 0218,2026
26-000438
2014 HEATHERWOOD DR
6x6x 7.6 SHED
Tf,m popular ramp rtyies,,vd hjs be,
Ma ;,Way d !he Tul Shed prod4rt line for vea7s.
TPe F1'2' lail shed door d1'10 on 6' r, cje Fncd,os
lits On Rho. 011M.W1. Shown ho,e vwqh paint
upgrade, transom mndaws ma u A4111 vent
C' Tall Galvanized Steei Fovidation
-1 x6*2- stevt metn'm,
,opa wit silec octor
Et),Iy,,a;l Door Placement
8"-Fis:s TB-V�
The T131-800 0,rMldes ham sly, AXA WO
Sundanve S�e',�es ungracea feaw
double door, zor 16n, tra"orn v.lndj,,Avs. n
100L a x,',, vwrroiovj vent and omt dogte�les
39
VX8'97 6'
S*,,,jqq
$1,544
WflOWS'
$1,599
$t,744
sn
it X72'X7'6"
SUN
S1,0944
54
8'X8'YT',0`
S1,625
$1,825
t-1 0
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S1 X5
S2,o75
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B'X12W 10"
$2,099
S2,299
S33
VX14'x7'IO
S2,3',5
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S2545
S2,745
V110
10'XI0'XI;7'
$2, f 55
$2,440
$31
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$2,449
S2,734
S314
TAMAT"
$2,949
$3,234
'Xlj
10'xqWxF2-
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53,894
iw
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$2,780
S3140
170 WAV'
S3,425
$3,785
IN
5 6' G?elf iWeltof SldewaP Height
I& On C',enler 2x4 Wall Framing
4" UlocF &dew,411 Eave
$2,295 SUK S36
8'X12oIG 6' $2549 S180-
8'xl4'x106'
S2 779
S1034
S44
1010'XII 6'
S2 7',
SINN
10'912'XIV6
$2 99
/1Z4654
$3.354
S47
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685
64 C40
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10 XXXI 1'6" - .222
S4 �977
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S4,359
12 1.
$5,004
12 '2;
�2
5A W5
S5,425
STi,
122 1 61,
S5,616
56,126
s3lb
I Eall Galvanized Step. Foundeuor,
`6*2 Steel qelnto,ced TO Snot Daces
4-dwalf Dow Piacement
5%j. c:P.ar Int0ficr Sae;-,W; Heigh!
16' Oo C 0110f 2x4 V,'oY F,imxiq
3' Flat 15 dvwani, Eavj:�
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$19 748
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ahuders. `4A`-tand SidewIN porch ujgrades
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C� PLAN?, TO 2 E KE P T ON 1 1-1,E
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0211812026 BY: LARR.Y GFIAY
A F. 1- H A 'N 101, 1-- P, I Ul 1, B E A, r"- tE- 0
4
�u
SR600 SHED UP TO 12'WIDE x UP T62-4- -L6NG'-
REFLR`OTHE TRUSS L)ESIG4FOR
LUMBER SIZE PLATE SIZE, AND
TRUSS SPACING
TRUSS,WL PLATES ARE:
EAGLE METAL P-ATES
ICC E,,-1082)
RAFTER MANUFACTURED
BY TUFF -SHED
STEEL SHED BASE: SEE DETAIL 4
UP TO 12'.VWIDE
DOUBLE TOP PLATE
112' PLYWOOD SPACER
HEADERS FOR
OPENINGS UP TO T-01
II USE (2) ZX4 4F 92
2X4 WINDOW SILL
f-1
TRIMMERS
FLOOR DECKING
BASE PLA FIE
KING STUD
FOR WINDOW OPENINGS UP
TO T-0'014 SUNDANCE
SERIES SIDE WALLS
p-i"-UFF SHED
Storage Buildings & Garages
YY
TUFF SHED, INC.
3r It
Address:
ling sizc-
COLLAR TIE REQUIRED ONLY AT
12'WIDE SHEDS
DOUBLE TOP PLATES
WALL FRAKIING TORE 2x4
HF STUD GRADE OR
BETTCR @ 16** C-c_
EAR H ANCHORS FOR Tills
BUILDING ARE OPTIONAL, IF
REQUIRED BY YOUR LOCAL
MUNICIPA-ITY, ANCHORS
ARE AVAILAW,E AT TUFF
--,-SHED, SEESAI - ESPERSON
FOR PRICING,
MIMMENR�-
A—LILDING qGDE- 2021 ISO AND 2021 IRG
2, DESIGN L—OADING:
WIND SPEED R, EXPOSURE, 115C
ROOF LIVE LOAD} 40 PSF
ROOF DEAD LOAD: 10 PSr
1 VOR SHEDS WHICII OTHERWISE MEET THE PRESCRIPTIVE
RFQUPREMFNTS Or THE 202 1 tBC AND 2021 IRC
AL:, SHEDS C0NSrRUCT`EO ACCORDING TO STANDARD
CONVENTIONAL CONSTRUCTION METHODS,
NAILING:
ROOF:
ATTACH ?/IS' OSB SHF-ATHII NO To TRUSSES WITH:
6a 'JAILS @ W O.C. AT EDGES
Ad NAILS @ 12- O,C- IN REW
WA,LS:
ATTACr &B'SMARTSIDE TO WALL FRAMING WITH:
Ed WLS @ 6- O,C, AT EDGES
6dr1AILS @ 12- 0 C. IN FIELD
HEAOERS�
ATTACH HEADER TO STUD WIT14:
(4) 8d TOENAIL OR (4) 1&1 END NAIL
DOUBLED HEADER
16d rg IV STAGGERED FACE NAIL
KING STUD CRIPPLE STUD
TRIMMER STUD HEADERS FOR:
OPENINGS UP TO 6-0-
USE (2) 2x4 HE #2
OPENINGS W-11 To 91-01,
USE (2) 2xG HEW
0 �HrADER DETAIL FOR NON-
3 LOAD f3EA—RINGWALLS
=7777 —
#8 x 3 - '-LAT tqEAD
;ELF -
TAPPING
SPACE,`) @ 24" OG.
APA OR TCCO RATED
T&G FLOOR DECKING
2"x WS" STEEL JOISTS
P 24' O.C. (i5t)S137-064)
910 x %` HEX
I+AO SE, F-TAPrjNC-
S(;REWS (2 PER TAB)
VE'TT HOLE5 @ 24' OX:
OPTIONAL LEVELING
B-OCKS
2'x 5/2" STEEL TRACK
ACH END (5501-125-054)
STEEL SHED FOUNDATION:
2'x 6Y,'-1 6 GAUGE STEEL TRACKS G !AR ZfirtC COA7EC
2'x %° 16 GAUGE STEEL JOISTS OIW ZINC COATED & 24- C C.
(SUPPLIER: ALUED $TUDCO -,jO4S:-- 55OS1374)54 t `FLNCK, 550 126xd54
%'APA OR -ECO RATED TONGUE AND GROGVE FLOOR �r-rrING, 24�
MAX OANELSPAN STAISCER PANEL LAYOUT -
FASTEN FLOOR BECKfNG TO JOISTS TR-hCKS USING A8.K LONG N11
.ELF,DRILLING SCREWS fro 12- 0,C. NO 3LOCKING W,`QJIPEV. ALL
EDGES SHALT. LIE ON FLOORJOBTS, S-TAEGER PANEL LAYOUT PER
APA CONDIT ION 1 -
FAST=N SOLE PLATE Tf"ROUGH wLODR DECKING INTO JOISTS DR
TRACKS WCH AS x XGAL',IANIZED SELF -TAPPING SCREAM 024'0,C.
ALL9,NAIBLE FLOOR LfVE LCAD. 75 ASP FOR STEE JOISTS
CONT1NU06SLYSUPPORTEC. 5CPS- FOR JC1S:FiCN6LOCKSAS
SP-awv
USE OPTIONAL CO:FETE8I.00KE AS q-ZQURE- -0 -�-VE- $VILGING
SUGGESTED SIZES; 2'x 8'x '6, 4'x 8* x W'. OR B' x Vx 16'.
aLOC KS UNDER JOISTS SPACED tF &-40- O,C. PAAXj#�tUM,
BLOCKS UNDER TRACK SPACED A, 4-V'O.r. MAXIMUM,
'O. A
THESE ORAwINGS ANO 'ME
Drawn By:
Qf:SJGNARE MEPROPERIN
S�l
OF _TUfFSHro It,',`.TUFFSHED,
TNC,
TW,;� 6116,123
DRAWINGS ARE FOR A
---
BURCING TO RE SuPp-,wf,,
1100SE DRAFTINC Gpp.AR'r.,ME\.T
Checked Sy:
AM) 8010 BY FUFF Si,Eu,
i1,775 HAKRISON STRI-
DaIt�
ANY OFT4FR U§F�-
, ORRIODFN BY TUrr SPYD
DENNIER, cOLORADo aw I,,)
INC THE E Nr4Wr—,EQM
7534LIFF
TT LE I DRAWING NO
SLtLDING SECTKTNS z SR50MI
SHED SASE DETAILS [REV. LEVEL 0*
HFADERFRAMING 3',-A,LS ISHEET
OTEES - 2021 IBC 6 MC - , I *C--
; PAGE I OF 1
—!-,R'3 PAGE 13'ELEA--�,F-0 r0`R CONsTRU-IiCXN'