HomeMy WebLinkAboutSFADD2025-004175A
JOB ADDRESS:
RECEIVED: 11/04/2025 DATE OF ISSUANCE:
25-004175
2323 MOCKINGBIRD DR PERMIT #:
RESIDENTIAL ALTERATION & ADDITION
. ........ ......... 111.1--1 .... . ..... -71
BUILDING PERMIT APPLICATION
LOT: BLOCK: SUBDP,11SION. Russwood Estates
BUILDING CONTRACTOR (compay..,): Ware Brothers Construction
CURRENT MAILING ADDRESS: 306 Crestview Drive
CITY/STATE/ZK1': Grapevine, Texas 76051
Fax ff
PROPERTY OWNER: 8688 Properties LLC
CURRENT MAILING ADDRESS: 2703 Derby Ct
CITY/STATEIZIP: Sout hlake Texas 76092 PHONE NUMBER -
PROJECT VALUE: S 500000 FIRE SPRINKLERED? YES
RIC
WHAT TRADES WIELL BE NEEDED?,- ELECTRIC PLUMBING MEECHNNICAL
DESCRIPTIO?NOF WORK TO BE DONE: Garage, master and second floor addition
USE OF BUILDING OR STRUCTURE: Residential
Total Square Footage under roof. 1659 Square Footage of Riteration/addition: 2111
0 1 hereby certify that plans have been reviewed and the building will be inspected by a cerdfled 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)
El I hereby certi][Y that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Re -slew.
Control Number: . (Not required for I & 2 family dwellings)
U 1 hereby certlA- that an asbestos survey has been conducted for this structure in accordance nith the regulatory, requirements of the Texas
Department of Health.
(REQ-LTRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO CONEUERCIAL AND PUBLIC BUILDINGS)
A hiUi iwT,�V that the - WTAWDIR-UW
.�#-M--Iuyi5a I 51W-1J-L-1.FTthis permit does not grant or authorize any violation of any code or ordinance of the City y Of Grapevine. I FURTHERATORE 11INDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REWENVED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE
DESIGNPROFESSIONALIOWNER IS RESPONSIBLE FOR OBTAINING SUCH APPRONIAL FRoAl THE APPROPRIATE STATE AND
OR FEDERAL AGE-INCY(S).
PRINT NAME: Sarah Ware SIGNATURE
I %a I. rexi W.-I
VjTk.
BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING is TO BE CON[PLETED BY THE Bi i1SPECTION1EPARTNIEN171
MA1-1
Construction Type::;
Permit Valuation: $
Setbacks
Al pro val to Iss
Occupancv Group:
Fire Sprinkler: YES NO
Front:
Electrical
Division:
Building Depth:
Left:
P lumb-
ing
j-Z,on
Building Width:
Rear:
Mechanical
Occupanc v Load:
Grease Trap
Rielit:
Hood,
Plan Review Approval:
Date:
Building Permit Fee:
Site Plan Approval:
Date:
Plan Review Fee:
Fire Department:
Date:
Lot Drainave Fee:
Public or Department:
Date:
Sewer Availability Rate:
Health -Department:
Date:
Water Availability Rate:
Approved for Permit:
Date:
Total Fees:
Lot Drainage Submitted:
Approved:
Total Amount Due:
P.O. BOX 95104. GRAPEVINE TX 76099 (817) 410�3165
':FORMTDSPtRMITAPPUGA-nONS V02-Rml 1 1109AN 1.219
City • Grapevine Building - Residential
PO Box 95104 Addition
Grapevine, Texas 76099
817) ► Project # 25-004175
Project Description: ADDITION OF (2110 SF) TO 1659 SP
EXISTING RESIDENCE.ALTERATION OF 1659 SF TOTAL
OF ADDITION/ALTERATION IS 3769 SF fELECTR6NIC
REVIE"
• on: 01115/2026 at 8:30 AM
LEGAL
Russwood Estates Blk 7
Lot 12
S
PERMIT HOLDER
Sarah Ware
ng LLC
(817) 785-9789
Sarah Ware
Ware •
Remodeling LLC
(817) 785-9789
INSPECTIONS
1. Building Setback
2. Building Foundation/Footing
3. Building Pier
4. Building Framing
INFORMATION FIELDS
"APPLICANT NAME (individual)
"APPLICANT PHONE NUMBER
APPLICANT E-MAIL
VALUATION
Square Footage
* CONSTRUCTION TYPE
• OCCUPANCY GROUP
OWNERS DOCUMENTS - MISC 02
• Properties Lic 8688 DOCUMENTS - MISC 03
ZONING DISTRICT
APPROVED TO ISSUE ELECTRIC
APPROVED TO ISSUE MECHANICAL
APPROVED TO ISSUE PLUMBING
8
Twwn7w
it 67=177707M
6. Building Wall Tie Inspection
7. Building Energy Code
8. Building Final
Sarah are
8177859789xl
500000
3769
VB
R-3
BUILDING PERMIT
APP202104070956011105.pdf
2323 mockingbird archecticture.pdf
2323 Mockingbird Engineer.pdf
R-7.5
YES
YES
YES
FEE TOTAL PAID DUE
Building Permit Fee, R-3 $3,769.00 $3,769.00 $3,769.00
(Addition) SF
TOTALS $3,769.00 $3,769.00 $ 0.00
READ AND SIGN
I HEREBY CERTIFY THAT THE FOREGOING ISCORRECT TO THE BEST OF
Page 1/2
MYGOVMS 25-004175, 01/1512026 at 8:30 AM Issued by: Amarda Robeson
ri i `, •- i-, i i i _ it !`
i-r i i `+•
FURTHERMORE UNDERSTAND PLANSAND SPECIFICATIONS ARE
NOT r FOR HANDICAPPED. r THAT
THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING
SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL
idnatur
City of GrapevineBuilding 1 tl I Addition
Project -00417
r
r,
1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUIL 1 CODE.
** ALL workISSUED prior to J2024,anuary must be done in compliance with the 2006 INTERNATIONAL
BUILDING CO.
) City Approved Stampedlane must beon-site for ALL INSPECTIONS.
j Project address must be clearly posted at the job site.
INSPECTIONNOTES
METRO(1 i) 1 -3 i, CUT OFF TIME FOR A.M. INSPECTION IS 7:3 . --- CUT OFF TIMEP.M.
INSPECTION IS 12:3 .
PERMITISSUED IN ACCORDANCE WITHAPPLICATION ILE IN THIS OFFICE.
*:■% r •` y �! yr• r •` ' ` - ♦r AR : r•'''
i i• , i-■ir r� i ■r , r•-r i i
_.,_..Page212
MYGOV.us 2"04175,0111512026 at 8:30 AM Issued by: Amanda Robeson
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2323 MOCKINGBIRD DR @
S25196
PELS .IRP9x 191a3
CONTACT ALIAKSEI
PATSEVICH, PE
(214) 625-2819
PR03£CT INFORMATION
APATSEVILH
112 ARAI EERING.COM
P 0 BOX 1147
PROIECT ADDRESS
GRAPEVINE, TX 76099
2323 MOCKINGBIRD DR, GRAPEVINE, T'L 76D51
STRUCtURALENGINEER
ui
L120 ENGINEERING & DESIGN
® }
P 0. BOX 1x47
—y F C
GRAPEVINE TX 76099
(214)125-2819
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CONTACT: ALIAKSEI PATSEVICH, PE
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■
CODES
ENGINEERED PER.
2021 (IRC) INTERNATIONAL RESIDENTIAL CODE
2021 (IBC) INTERNATIONAL BUILDING CODE 2323 MOCKINGBIRD DR
GRAPEVINE, TX 760SI
S25196
SHEET INDEX
AP
COVER SHEET. S-0
STRUCTURAL GEOERA4 NOTES., S-1 11/30/2025
FOUNDATION PLAN...S-2
FIRST FLOOR CE[LINC, FRAMING AAR—S-'.
SECOND FLOOR CEILING FRAMING PLAN ..S-4 24X36 SHEET 1,/4"=V-0"
ROOF FRAMING PCAN, .S-5
FIRST FLOOR
'NA'S BR ACING PLAN S-6
SECOND FLOOR WALL BRACING PLAN S-1
STRUCTURALOETAIL SD-i
STRUCTURAL DETAILS., ED-2
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' PRIOR TO CONSTRUCTION BUILDER TO
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VERIFY AND NOTIFY FOR WHETHER OR
NOT EXISTING FOUNDATION HAS PIERS
PROPOSED FOUNDATION IS DESIGNED
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BASED ON THE ASSUMPTION THAT —
EXISTING FOUNDATION HAS NO PIERS
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a m x LONGITUDE
S-3 - N ONE TWENTY'
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SECOND FLOOR CEILING FRAMING PLAN
CEILING FRAMING NOTES
.. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET
5 1,
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH
3 CELING JOISTS SHOULD BE WBKQ4"O.0 UNO.
4 CEILING JOISTS 2M10 AND LARGER SHOULD HAVE lk4
CONTINUOUS WOOD STRIP NAILED ACROSS THE 10'.STS S N-W
O.C. MA%.
6 ALL BEAMS SHALL BE SUPPORTED BY NIN TWO STUDS BELOW
EACH END, UBLESS NOTED OTHERWISE ON PLAN ALL BEAMS
SHALL BE FRAMED FLUSH WITH JOISTS UNO. "DROPPED BEAM"
OR "OB" INDICATES T/BEAM EQUAL B/IOPUS "TOP FLUSH' OR
"TF" INDICATES TARAM EQUAL T/JOISTS AND B/BEAM
EXTENDING BELOW B/JOISTS, 'BOTTOM FLUSH" OR "BF"
INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM ENTENDING
ABOVE T/JOISTS
STUD QUANTITIES, POST SIZE, HOLDOWN, AND SHEARIVALL
REQUIREMENTS PER WALL FRAMING AND SHEARWALL PLAN.
8, A POSTS ABOVE THE FLOOR FRAMING SHALL BE BLOCKED
WITHIN THE FLOOR DEPTH ("VERTICAL GRAIN BLKG","VERTICAL
CRUSH ELKS', OR "VOW) BLOCKING WIDTH SHALL MATCH
WIDTH OF POST OR BUNDLED STUDS ABOVE AND EXTEND FULL
FLOOR DEPTH
9 HORI?ONTAL STRAPS INDICATED ON FRAMING PLANS SHALL BE
CENTERED OVER THE TOP PLATE SPLICE, BEAM, OR BLOCKING,
UN0. STRAP LENGTH PER RUN
10 ALL TIES AND HANGERS TO BE MANUFACTURED BY SIMPSON
STRONG -TIE INSTALLATION PER MANUFACTURER'S
RECOMMENDAFICUS. ALTERNATIVE SOLUTIONS SHALL BE
SUBMITTED TO EDR FOR APPROVAL PRIOR TO INSTALITION
REFER TO TYPICAL HANGER SCHEDULE FOR HANGER 51ZE UNO
ON PLAN OR DETAILS,
11 EACH PLY OF ALL 2M MULTI -PLY BEAMS TO BE CONNECTED WITH
MINIMUM 12) ROWS OF 16d NAILS AT 6" QC STAGGERED, FOR
ENGINEERED LUMBER NAILING REF APPROPRIATE DETAIL
12, ENS DEEPER JOISTS AND TRUSSES TO BE DESIGNED 0Y
OTHERS REFER TO STRUCTURAL GENERAL NOTES FOR
SUBMITTALIRFORMATION, AND DESIGN CRITERIA
13, FIRE ROOFING AND MOISTURE -PROOFING REQUIREMENTS BY
OTHERS.
FRAMING LEGEND
"I'll, _ -STEEL
BAY EXA'IPLE)
EST .GIRDER
TRUSS
4RI2 -WOOD
BEAM
C5:6 .SURE
ON STRAP
LOW ROOF
.--- -WOOD
ANIQ
-
HANGER AS REQ'A
�-
DETAIL CALLOUT PER PLAN
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® -ROOF
BRACE
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END
LOW END
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WALL FRAMING_ AND SHEAR
WALL NOTES
1 GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEETS-1
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH.
3 LUMBER GRADE PER GENERAL STRUCTURAL NOTES
4 ALL BUNDLED STUDS SPECIFIED PER PLAN SHALL BE CONNECTED
TOGETHER WITH 16d �-. 6'0 C STAGGERED.
5 EXTERIOR WALL STUDS SHALL BE 2X6 'S HE0C (SIOU 2X6 v
12 o C (,10') ON INTERIOR BEARING WALL STUDS SHALL BE 2X4 Y'
16'0 C ONO ALL INTERIOR NON -BEARING WALLS TO BE FRAMED MIN
0,25' UNDER FLOOR SYSTEM.
6 PROVIDE ONE KING STUD AND ONE NICK STUD MINIMUM AT EVERY
HEADER UNO LACK STUDS SHOULD BE CONTINUOUS TO THE
FOUNDATION AND SHALL HAVE VERTICAL CRUSH BLOCKING WIMTIN
THE FLOOR FRAM;NG DEPTH MATCHING THE WIDTH OF JACK STUDS.
SHEARWALL SHEATHING AND NAILING REQUIREMENTS PER
SHFARWALL SCHEDULE. ALL EXTERIOR MALLS SHALL BE TYPE SW6
UNO.
8 ALL SHEATHING PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS
OR HORIZONTAL BLOCKING. PANEL EDGE NAILING PER SHEARWALL
SCHEOU.E UY0 C MAX), FIELD NAILING AT 12' O C, ONO,
9, PROVIDE R N TWO 2R STUDS AT EACH END OF SHEARWALL ONO,
PROVIDE PANEL EDGE NAILING INTO EACH STUD AT END OF WALL AT
6X POSTS SHOWN AT END OF SHEARWALL PROVIDE 3 ROVIS OF PANEL
EDGE NAILING.
10 SO
EARWALL PANEL EDGE STUDS INDICATE THE MINIMUM STUD WIDTH
AT ABUTTING PANEL EDGES TWO 2X STUDS ARE AN AGO PTABLE
ALTERNATE FOR 3X STUDS, TWO 2X STUDS ARE TO BE NAILED
TOGETHER WITH TWO ROWS 30d NAILS AT 6" O C 14' 0 C 8SW2 AND
2W2L AT DOUBLE SIDED SHEARWALLS VERTICAL PANEL EDGES TO BE
STAGGERED ON OPPOSITE SIDES OF THE WALL EXCEPT END OF
SHEARWALL.
11, LT INSTALLED OVER PLYWOOD SHALL USE 8d COMMON NAZIS 1 1310
X 2 S'I JP4 INSTALLED DIRECTLY AGAINST FRAMING MAY USE Sd
SHORT; 131X 1,5") BBC INSTALLED DIRECTLY AGAINST FRAMING USE
10d SHORT 148X 1,E ).
12, WINDOW STRAP INDICATES THAT A VIINDOW IS INCORPORATED
WITHIN THE SHEAR WALL REFER TO FORCE -TRANSFER AROUND
OPENING DETAIL FOR FRAMING REQUIREMENTS
13 STHD HOLDOVINS ARE DIMENSIONED TO CENTER OF STRAP HDU/HD
HOLDOWNS ARE DIMENSIONED TO CENTER OF ANCHOR BOLT.
14 SILL ANCHOR BOLTS TBOLTS) SHALL BE ASTM F1554 (36KS11 HOG
ASTH A307 136k51) HDG OR SIM ANCHOR BOLTS TO BE 5/8'0 X %"
MIN EMBEDMENT, SPACING PEP SHEARWALL SCHEDULE (72' OG
MAX)
15, ALL HANGERS TO BE MAN'JFAC'URED BY SIMPSON STRONG -TIE,
INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS
ALTERNATIVE SOLUTI NS SHALL BE SUBMITTED TO FOR FOR
APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER
SCHEDULE FOR HANGER SIZE ONO ON PLAN OR DETAILS
16 FIRE PROOFIING AND MOISTURE -PROOFING REQUIREMENTS BY
OTHERS.
WALL FRAMING AND SHEATHING LEGEND
Wf4y`yOo -HOLDCWN BY STIIPECN
J (STHD/MST/HDJEHD, Tt x)
x, -INDICAPSTHE NUMBER OF kING AND iACK STUDS
INDICATES SHEARWAL- LOCATiON(SWX SHEAR WALL MARK)
CS16-SIMPSON STRAP UEXAMPLE)
2,12- -WOOD HEADER
�- ----- HANGER AS REQ'D
SW6 -SHEAR WALL CA-LOIJ-.REFER -O SHEARWALL SCHEDULE
WR011-- -STEEL BEAM EXAMPLE)
WALL FRAMING_ AND SHEAR
WALL NOTES
1 GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEETS-1
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH.
3 LUMBER GRADE PER GENERAL STRUCTURAL NOTES
4 ALL BUNDLED STUDS SPECIFIED PER PLAN SHALL BE CONNECTED
TOGETHER WITH 16d �- 6'0 C STAGGERED.
5 EXTERIOR WALL STUDS SHALL BE 2X6 'S HE0C (SIO 1, 2'N6 a
12 to C (,IB') UVO INTERIOR BEARING WALL STUDS SHALL BE 2X4 o�
16'0 C ONO ALL INTERIOR NON -BEARING WALLS TO BE FRAMED MIN
0,25' UNDER FLOOR SYSTEM.
6 PROVIDE ONE KING STUD AND ONE NICK STUD IIIN1MUM AT EVERY
HEADER UNO LACK STUDS SHOULD BE CONTINUOUS TO THE
FOUNDATION AND SHALL HAVE VERTICAL CRUSH BLOCKING WIMTIN
THE FLOOR FRAM;NG DEPTH MATCHING THE WIDTH OF JACK STUDS.
SHEARWALL SHEATHING AND NAILING REQUIREMENTS PER
SHFARWALL SCHEDULE. ALL EXTERIOR MALLS SHALL BE TYPE SW6
UNO.
8 ALL SHEATHING PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS
OR HORIZONTAL BLOCKING. PANEL EDGE NAILING PER SHEARWALL
SCHEDULE WIT C MAX), FIELD NAILING AT 12' 0 C, ONO,
9, PRO ICE MIN TWO 21 STUDS AT EACH END OF SHEARWALL ONO,
PROVIDE PANEL EDGE NAILING INTO EACH STUD AT END OF WALL AT
6X POSTS SHOWN AT END OF SHEARWALL PROVIDE 3 ROWS OF PANEL
EDGE NAILING.
10 SHEARWALL PANEL EDGE STUDS INDICATE THE MINIMUM STUD WIDTH
AT ABUTTING PANEL EDGES TWO 2E STUDS ARE AN ACCEPTABLE
ALTERNATE FOR 3,X STUDS, TINO 2X STUDS ARE TO BE NAILED
TOGETHER WITH TWO ROWS 30d NAILS AT 6" O C 14' 0 C 8 SW2 AND
,W2), AT DOUBLE SIDED SHEARWALLS VERTICAL PANEL EDGES TO BE
STAGGERED ON OPPOSITE SIDES OF THE WALL EXCEPT END OF
SHEARWALL.
11, LT INSTALLED OVER PLYWOOD SHALL USE 8d COMMON NAII51 1310
X 2 S'; JP4 INSTALLED DIRECTLY AGAINST FRAMING MAY USE Ed
SHORT; 131X 1,5") BBC INSTALLED DIRECTLY AGAINST FRAMING USE
10d SHORT 148X 1E ).
12, WINDOW STRAP INDICATES THAT A ISPIDOW IS INCORPORATED
WITHIN THE SHEAR WALL REFER TO FORCE -TRANSFER AROUND
OPENING DETAIL FOR FRAMING REQUIREMENTS
13 STHD HOLDOVVNS ARE DIMENSIONED TO CENTER OF STRAP HDUHED
HOLDOWNS ARE DIMENSIONED TO CENTER OF ANCHOR BOLT,
14 SILL ANCHOR BOLTS TBOLTS) SHALL BE ASTM F1554 (36K511 HOG
ASTM A307 (TRITE) HDG OR SIM ANCHOR BOLTS TO BE 5/8'0 X %"
,IN EMBEDMENT, SPACING PEP SHEARWALL SCHEDULE (72' OL
MAX)
15, ALL HANGERS TO BE MAN'JFAC'URED BY SIMPSON STRONG -TIE,
INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS
ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO FOR FOR
APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER
SCHEDULE FOR HANGER SIZE ONO ON PLAN OR DETAILS
16 FIRE PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY
OTHERS.
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WALL FRAMING AND SHEATHING LEGEND
— — — — — — — — — — — — — — — —
F{""y0, HOLIC-
(ST
(STHD/MST/NCJIHD, TY �)
NK
x, INDICATES THE NUMBER OF KING AND iACK STUDS
INDICATES SHEARWAL_ LOCATiON(SWX SHEAR WALL MARK)
C516-SIMPSON STRAP HEXAMPLE)
I
_ 2x12 WOOD HEADER
-- HANGER AS REQ'D
SV'J6 -SHEAR WALL CA_LOU—.REFER —0 SHEARWALL SCHEDULE
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