HomeMy WebLinkAboutSFADD2025-000344
ADDRESS
2144 Sandell Dr.
Grapevine, TX 76051
LEGAL
Winding Creek Estates
Addition Blk 2 Lot 30
A 30
S220 2
PERMIT HOLDER
Luke Roll
LWI Construction Group
(817) 584-1288
COLLABORATORS
•Luke Roll
LWI Construction
Group
(817) 584-1288
OWNERS
•Brossman, Cyle D
INSPECTIONS 12
1. Building Setback
2. Building Foundation/Footing
3. Building Pier
4. Building Framing
5. Building Bracing / Sheathing
6. Building Wall Tie Inspection
7. Building Energy Code
8. Building Termite Verification
9. Sidewalk Inspection
10. Drive Approach Inspection
11. Lot Drainage Inspection
12. Building Final
INFORMATION FIELDS
**APPLICANT NAME (Individual)Luke Roll
**APPLICANT PHONE NUMBER 8175841288
APPLICANT E-MAIL
VALUATION 12500
Square Footage 706
* CONSTRUCTION TYPE VB
* OCCUPANCY GROUP R-3
DOCUMENTS - MISC 01 CONSTRUCTION PLANS.pdf,
APPLICATION.pdf
DOCUMENTS - MISC 02 SURVEY.PDF
* ZONING DISTRICT R-7.5
APPROVED TO ISSUE ELECTRIC YES
APPROVED TO ISSUE MECHANICAL YES
APPROVED TO ISSUE PLUMBING YES
SETBACK: LEFT 6
SETBACK: RIGHT 6
SETBACK: REAR 25
FEE TOTAL PAID DUE
Building Permit Fee, R-3
(Addition) SF $ 706.00 $ 706.00 $ 706.00
City of Grapevine
PO Box 95104
Grapevine, Texas 76099
817) 410-3166
Building - Residential
Addition
Project # 25-000344
Project Description: Construct Approximate15' 10" X 24' 1" 1st
Story Master Bedroom & Bathroom Addition with Slab,
Incorporating Existing 187 SF Study [ELECTRONIC REVIEW]
Issued on: 02/05/2025 at 9:08 AM
MYGOV.US 25-000344, 02/05/2025 at 9:08 AM Issued by: Connie Cook
Page 1/3
TOTALS $ 706.00 $ 706.00 $ 0.00
FEE TOTAL PAID DUE
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 05, 2025
Signature Date
City of Grapevine Building - Residential Addition
Project # 25-000344
NOTICES
1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE.
** ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) City Approved Stamped Plans must be on-site for ALL INSPECTIONS.
3) Project address must be clearly posted at the job site.
NOTES
> 24 HOUR INSPECTION NUMBER
METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M.
INSPECTION IS 12:30 P.M.
> PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE.
THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR
GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND
COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY
VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF
GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA
MYGOV.US 25-000344, 02/05/2025 at 9:08 AM Issued by: Connie Cook
Page 2/3
SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING
CORRECTIONS OF THE CONSTRUCTION ITSELF.
MYGOV.US 25-000344, 02/05/2025 at 9:08 AM Issued by: Connie Cook
Page 3/3
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. -- - - - -- ---------- -
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25-000344
2144 SANDELL DRIVE
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i CONVERT STUDY AS PART OF BDRMIBATH
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BLARING FOR BEAM
AT WALL CONNECTION
111, Ill 1� 11, 121
N AT
11 IN
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IT NA � N T A� 11 IT
T I P
1 1 N,IZ, T, T, IN
BEAM-BTAM POINEFLOAD
CONNECTOR DETAIL
IV. sT,,
MULTIPLE MEMBER CONNECTION
FOR WALL STUD PACKS
n, Tx,
It
N 11 11, N, 1
, I ll 11 IT I
al I I nT-I I 4W, A 1�1 I
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BEARING FOR BEAM
AT WALL CONNECTION
K ,Mll" 1I
HANGERED BEAM
AT WALL CONNEC HON
CO)
LEGEND
0 20 40 60
FLOW
DIRECTION
NOTE: GRAPHIC SCALE IN FEET
FLOW
I - HOME ADDITION FINISH FLOOR SHALL MATCH EXISTING RESIDENCE FINISH FLOOR.
PATH
2 HOME ADDITION GRADINGIDRAINAGE COMPLIES WITH OVERALL SUBDIVISION DRAINAGE PLAN
IS TARNES & ASSOCIA FES CONSUL FING ENGINEERS, WINDING CREEK ESFA YES SECTION if PHASE
PROPOSED
LUD�Z_
I AND PHASE 11, DRAINAGE LAYOUT, WIM7 -USED AS BACKGROUND CONTOURS),
GRADING
3 WINDING CREEK DRAINAGE LAYOUT ALLOWS LOT -TO -LOT DRAINAGE,
CONTOURS
4. HOME ADDITION LAYOUT AND SURVEY PROVIDED BY LWI CONSTRUCTION GROUP.
PROPOSED
A' YARD
PIPING
7
X.
NEW FF
ATTACI TOl--4,,!� GRADES
IE
I oll
tt
0
T- TO
_x I
DAY LiGH"Al
CUTTER UNF
NOTE:
1. THE WEIGHTED RUNOFF COEFFICIENT C-VALUE FOR
PRE -DEVELOPMENT = OA3, 0 = 0.67 cfs.
2. THE WEIGHTED RUNOFF COEFFICIENT C-VALUE FOR POST -DEVELOPMENT = 047, Q = 0,74 ds-
3. THE RUNOFF COEFFICIENT G-VALUE UTILIZED FOR THE
HYDRAULIC COMPUTATIONS = 0.50, 0 = 0.79 cis, BOTH
GREATER THAN THE POST-DEVELOPMENTC AND 0 (STARNES
& ASSOCIATES CONSULTING ENGINEERS, WINDING CREEK
ESTATES SECTION IT PHASE 11, DRAINAGE COMPUTATIONS).
4. TWO EXISTING DOWNSPOUT ON THE WEST SIDE OF THE
HOUSE ARE TO BE TIED TO A NEW 4'YARO PIPING LINE,
OUTFALLING AT THE GUTTER LINE, RELOCATING VC OF
APPROXIMATELY 450 SF OF STORMWATER OUTFALL
............
FROM OUTFALL TO ADJACENT PROPERTY TO SANDELL DRIVE. REGEJ,•Eo 2e 2�U5
'IA4 SANDELL DRIVE "...........
STFP 8rDR0,BATH APDITION RONDA D VISINTNN
GRADING/DRAINAGE PLAN I IDY AS PART 0- 8HPM RATH
2144 SANDELL DRIVE
glzl
GRAPEVINE, TX
125