HomeMy WebLinkAboutRMISC2025-000318�RECEIVED: 1/28/2025
DAMMINSUANCT,
2700 CARDINAL DRIVE
WSK ACCESSORY STRUCTURE 8X8
BUILDINC; PERN11TALITLICATION
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ADDRESS
2700 Cardinal Dr.
Grapevine, TX 76051
LEGAL
Kimberly Estates Blk 4
Lot 6
S
PERMIT HOLDER
Tom Saurey
tuff shed
(972) 207-0049
COLLABORATORS
•Bldg. Applicant
Information
Tuff Shed
(817) 222-9981
•Tom Saurey
tuff shed
(972) 207-0049
OWNERS
•Thielen, Tiffany
INSPECTIONS 4
1. Building Setback
2. Building Framing
3. Lot Drainage Inspection
4. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)gene mccorkle
**APPLICANT PHONE NUMBER 972-207-0049
VALUATION 4000
Square Footage 64
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP U
DOCUMENTS - MISC 01 APPLICATION.pdf
DOCUMENTS - MISC 02 CONSTRUCTION PLAN.pdf,
SURVEY.pdf
DOCUMENTS - MISC 03 LOT DRAINAGE.pdf
* ZONING DISTRICT R-7.5
SETBACK: REAR 7'.5" UE
SETBACK: RIGHT 6
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).
January 30, 2025
City of Grapevine
PO Box 95104
Grapevine, Texas 76099
817) 410-3166
Building - Residential
Accessory Structures
Project # 25-000318
Project Description: Construct 8 X 8 Accessory Structure
[ELECTRONIC REVIEW]
Issued on: 01/30/2025 at 11:54 AM
MYGOV.US 25-000318, 01/30/2025 at 11:54 AM Issued by: Connie Cook
Page 1/2
INM
Base Details/Permit Details
Building Size & Style
SR-600 - 8'wide by 9'Long
Door
4'x 6'2" Single Shed Door, Left Hinge
Placement, Drip Cap
Paint Selection
Base: Dover Gray, Trim: Tundra Frost
Roof Selection
Weathered Gray 3 Tab
Drip Ed ....
ge..........
White A
Is a permit required for this job?
Yes
Who N pulling the permit?
Tuff Shed
Customer Signature:
Optional Details
Roof
8 Lin Ft Ridge Vent
Floor and Foundation
64 So Pt 3/4" Treated Floor Decking
Upgrade
4 Ea Shed Anchor into Dirt- Flag Anchor
Vents
IGNS" Wall Vent - White
Linda Holt
2700 Cardinal Dr
Grapevine TX 76051
Wall C
Jobsite/installer Details
Do you plan to insulate this building after
Tuff Shed installs it?
No
is there a power outlet within 100 feet of
installation location?
Yes
The building location must be level to
properly install the building. How level
is the install location?
Within 4" of level
Will there be 18" of unobstructed
workspace around the perimeter of all
four walls?
yw;
Can the installers park their pickup truck &
trailer within approximately 200'of
your installation site?
Yes
Substrate Shed will be installed on?
Anchored to Concrete with Shed Floor
G 1[
Date* 9
RECEIVED: 1/28/2025
25-000318
2700 CARDINAL DRIVE
ACCESSORY STRUCTURE M
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, PLATE SIZE, AND
TRUSS SPACING
COLLAR TIE REQUIRED ONLY AT
12
12'WiDE SHEDS
DOUBLE TOP PLATES
_[4; TRUSS NAIL PLATES ARE*
ENGLE METAL PLATES
NALL FRAMING TO BE 2x4
([CC 4PSIR-1082)
HE STUD GRADE OR
RAFTER MANUFACTURED
BETTER @ 16` O.C,
BY TUFF -SHED
EARTH AW;HORS FOR THIS
BUILDING ARE OPTIONAL. IF
REQUIRED BY YOUR LOCAL
MUNICIPALITY, ANCHORS
STEEL SHED BASE: SEE DETAIL
4 AREAVAILABLE ATTUFF
SHED, SEE SALESPERSON
UP TO 12'-0" WIDE
FOR PRIGINIG.
1BUILDING SECTION
DOUBLE FOP PLATE
1/2" PLYWOOD SPACER
HEADERS FOR
OPENINGS UP TO X-C`
USE (2) 2x4 HF A2
P , Ll
2x4WINIDOW SILL
SIDE WALL DOORS NOT
TRIMMERS
AVAILABLE ON THIS MODEL
—FLOOR DECKING
I -BASE PLATE
KING STUD
FOR WINDOW OPENINGS UP
TO T-R' ON SUNDANCE
SERIFS SIDE WA' :.S
SR600 SHED UP TO 12' WIDE x UP TO 24' LONG
#8 x 3" FLAX HEAD
,ELF -TAPPING SCREWS
SPAr;ED Oq 24" O.C.
NOTES:
T—BUILDING CODE;, 2021 I6G- AND 2021 SO,
2. DESIGN LOADING:
WIND SPEED & EXPOSURE: 1 15C
ROOF LIVE LOAD: 4, PSF
ROOF DEAD LOAD: 10 ESE
3, FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE
REQUIREMENTS Or THE G21 IBC AND 2021 IRC
ALL SHEDS CONSTRUCTED ACCORDING TO STANDARD
CONVENTIONAL CONSTRUCTION METHODS.
NAILING:
ROOF:
ATTACH 7116'OSB SHEATHING TO TRUSSES WITH:
6d NAILS @ 6" O.C. AT EDGES
6d NAILS @ 12` O.C. IN FIELD
WAL, S:
ATTACH W" SMARTSIDETO WALL FRAMING WITH:
6d NAILS 9 6"C.C, AT EDGES
6d NAILS IV,, 12" 0,C, IN FIELD
HEADERS;
ATTACH HEADER TO STUD WITH:
(4) 8d TOENAIL OR (4) 16d END NAIL
DOUBLED HEADER:
16d @ 16" STAGGERED FACE NAIL
KING ST, I CRIPPLESTUD
TRIMMER STUD I —HEADERS FOR:
OPENINGS UP TO 6-0"
USE (2) 20 HF #2
OPENINGS U,110 &-0"
USE (2) 2xf, HE #2
APA OR TECO RATED
T&G FLOOR DECKING
2" e 5Y2" STEEL JOISTS
24" O.C. (5508137-054)
#10 x HEX
HEAD SELF -TAPPING
SCREWS 12 PER TABS�
,JEN- HOLES CR, 24" O.C.
opriDNIAL LEVELING
BLOCKS
2" x 5%" STEEL TRACK
ACH END (550T125-054)
STEEL. SHED FOLINDATION:
2" x %'-16 GAUGE STEEL TRACKS G140 ZINC COATED
2" x 5Y2'.16 GAUGE STEEL JOISTS G140 ZINC COATED r@ 24` O,C.
(SUPPLIER: AULIED STUDCO - J0151� $575137-054 t TRACK: SW T125.054
314" APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24"
MA?, PANEL SPAN. STAGGER PANEL LAYOUT.
FASTEN FLOOR DECKING TO JOIST & TRACKS USING 48 x 15/'LCMG M11
SELF-DRILUNG SCREWS Cm 12" D.C. NO BLOCKING REQUIRE-D. ALL
EDGES SHALL ITE ON FLOOR JOISTS, STAGGER PANEL LAYCU;PER
APA COND(VON 1.
FASTEN SOLE Pj_ATE THROUGH FLOOR DECKING INTO JOISTS OR
TRACKS WITH 48 x X GALVANIZED SELF -TAPPING SCREWS @ 24'C.C,
ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTI N UCLLSLY.SUPPORTED, 50 PSF FOR JOISTS ON BLOCK.3 AS
SHOWN
USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUVIDING
SUGGESTED SIZES: 2" x B'x IG", 4`x8`x16`.OR8"x8'x16".
BLOCKS UNDER JOISTS SPACED @ T-O" O.C. MAXIMUM,
SLOGKS UNDER TRACK SPACED @ 4'-0"O,C. MAXIMUM.
WINDOW HEADER DETAIL
20B DOOR HEADER DETAIL
03 HEADER DETAIL WALLS
UO—AD
04 SHED BASE DETAIL
FOR LOAD BEARING WALLS
FOR LOAD BEARING WALLS
BEARING WALLS
Order
RO, # THESE DRAWINGS AND IF IC
DRANVINCS BV: TITLE
DRAWING NO.
Cusfi�mer!
TUFF SHED
DrSIGN kPF T1 E PKIPERTY
Dra— By: SJ Or TUFF SI 1LO, INC, THESF
TUFF SIIED, INC,
BUILDING SECTIONS
SR600-01
Storage Buildings & Garages
DRAWINGS ARE FOR A
Date: 306123 BUILDING TnELSUPPLIE1]
IN, HOUSE DRAFTING DEPARJ JV1 XT
SHED BASE DE -AILS
REV.LEVFL 01
Site Address:
TUFF SHED, INIC.
AND BUILT 8) TLFFSHEP.
Gheukec, By: '\NY OTHER USL ie,
1777, S. HARRISON' STREET
DENVP R, (_'OLORA DO 802 tO HEADER FRAMINC DETAILS
SHEET
FORSIDDIFN By TULr ,!, �HFQ
13031 753-TLIPF
BuildingDate:tar,
& THE ENGINEEROF-uFr:NOTES-2021
IBC &IRC-115C
Scale: N.T.S.
PAGE I OF I
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25-000318
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ACCESSORY STRUCTURE M
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RECEIVED: 1/28/2025
25-000318
2700 CARDINAL DRIVE
ACCESSORY STRUCTURE M