HomeMy WebLinkAboutSFRA2026-000130RECEIVED: 02/02,'2026 DATE OF ISSUANCE-
26-000130
41,,VINE
914 HUMMINGBIRD TRL
v
T A CONVERTING ATTACHED GARAGE TO LIVING SPACE PERMIT #®
BUILDING PERMIT APPLICATIO-N
JOB ADDRESS: 914 Hummingbird Trail #
LOT: 63 BLOCK: 2 SUBDIVISION: Russwood Estates
BUILDING CONTRACTOR (company name): 7 Select, LLC
CURRENT MAILING ADDRESS: 141 C.wa.way,-(-,f
CITYSTATE/ZIP:. -- Alz,le. TX 76020 ,.,.PH:# 682-371-4242 Fax# -,..,-
PROPERTY OWNER: David & Bonnie Schmidt
CURRENT MAILING ADDRESS: 914 Hummingbird Trail
CITY/STATE/ZIP: Grapevine. TX 76051 PHONE NUMBER: 865-387-2474
PROJECT VALUE: $ 80,000.00 FIRE SPRINKLERED? YES NO X
WHAT TRADES WILL BE NEEDEB? ]ELECTRIC PLUMMING X ajM'CAL
overt garage to living spa lace am�rged P roughDut,
DESCRIPTION OF WORK TO BE DONE:
USE OF BUILDING OR STRUCTURE: Residential
NAME OF BUSINESS:
Total Square Footage under roof-. 994P Square Footage of alteration/addition:
0 1 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)
0 1 hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for 1 & 2 family dwellings)
EJ 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 APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: Shaun Hutsell SIGNATURE CAAum Hotrell
. . .........
PHONE #: 682-371-4242 EMAIL: 7selectllc@gmaii.
CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction T� pe: Permit Valuation: $ Setbacks Ajqroval to Issul.,
Occupancy roue: Fire Sprinkler: YES NO Front: Electrical
Division: Building Del 9th: Left: Plumbing
Zoning- Building Width: Rear: Mechanical
Occupanc% Load: irease Tra, Right:Hood
Plan Review Al)proval ,".,,"Date: Building Permit Fee.
i Site Plan A¢�Ilroval: )ate: Plan Review Fee:
Fire Derartment: Date: Lot Drainage Fee:
Public Works Dei tartment: Date: Sewer Availability Rate:
Health Deitartment: 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 O:FORMS\DSPERMITAPPLICATIONS 1102-Rev.11/04,5/06,2107,11/09,4/11,2/19
PO Box 95104
Grapevine, Texas 76099
817) 410-3166
ADDRESS
914 Hummingbird TrI.
Grapevine, TX 76051
LEGAL
Russwood Estates Blk 2
Lot 63
*02580381*
PERMIT HOLDER
Shaun Hutsell
7 Select, LLC
(682) 371-4242
COLLABORATORS
- Shaun Hutsell
7 Select, LLC
(682) 371-4242
Building - Residential
Alteration
Project # 26-000130
Project Description: Convert garage to living space. Replace
damaged drywall throughout and construct a new attached
garage. [ELECTRONIC REVIEW]
Issued on: 06/18/2026 at 4:12 PM
INSPECTIONS11
1. MISC. Building Inspection
7. Building Wall Tie Inspection
2. Building Setback
8. Building Termite Verification
3. Building Foundation/Footing
9. Building Energy Code
4. Building Pier
10. Lot Drainage Inspection
5. Building Framing
11. Building Final
6. Building Bracing / Sheathing
TkTFf6T-.T1 UIT-A&IMLOAtI.I.-I
—APPLICANT NAME (individual)
—APPLICANT PHONE NUMBER
APPLICANT E-MAIL
VALUATION
Square Footage
• CONSTRUCTION TYPE
• OCCUPANCY GROUP
DOCUMENTS - MISC 01
DOCUMENTS - MISC 02
* ZONING DISTRICT
APPROVED TO ISSUE ELECTRIC
APPROVED TO ISSUE MECHANICAL
APPROVED TO ISSUE PLUMBING
SETBACK: LEFT
FEE
Building Permit Fee, R-3
(Alteration) SF
BUILDING PERMIT -
ADJUST ENT OF FEES
TOTALS
MYGOV.US 26-000130, 06118/2026 at 4;1 2 PM
Shaun Hutsell
6823714242
80000
2849
VB
R-3
CAD Drawings.pdf
Remodel app.pdf
R-7.5
YES
YES
YES
6
TOTAL PAID DUE
$2,849.00 $2,849.00 $2,849.00
$486.00 $486.00 $486,00
$6,184.00 $6,184.00 $0.00
Page 1/3
Issued by: Amanda Robeson
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I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS AFIA
NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND TH
THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINI
SUCH APPROVAL «OM THE APPROPRIATE Y AND
.., FEDERA
Y
June 18, 2026
Signature Date
City of Grapevine Building- Residential Alteration
Project # 26-000130
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.
) Project address must be clearly posted at the job site.
NOTES
a 24 HOUR INSPECTION
METRO (317) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. -O- CUT OFF TIME FOR P.M.
INSPECTION IS 12:0 P.M.
a PERMIT ISSUED IN ACCORDANCE WITHAPPLICATION I IN THISOFFICE.
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MYGOV.us 26-000130, 06/1812026 at 4:12 PM Issued by; Amanda Robeson
6/18/26, 4:15 PM
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1 —1. — ART, REFERENCES TO It USED NR DESIGN,
PETNLING AGE _ER"_
'B"I - TER, FOR 1-1
(A" E)
IT '5RECIRIAGBNN FOR CONCRETE CONSTRUCTION"
(ACT M -20)
I V-1 DESIGN (RIV NGB)
IT GNG
TABLE R3016)
A, BOOR ANDDEC.. 40 PSf
B ROOF 21 PSF (11 IG ;12
;G (A 12 TO ;1,12 SLOPE}2 — (112, 1 SIBIE)
C. ATINN (u,"NA.— — I— _GE)
WHICH MEANS1 1 42� 11—
0. ""T BETWEEN JOISTS AND N)
—1 EBE LBB
$,M
GROUND I PSF
F �Wl — IIE MPH EkPOSURE IT
G. SEISMICA
zfaa
I — AND ITENG 11
I BEING ONLY 10 PS
1. CONTRACTOR SHALL RE —1 FOR ALL TEMPORARY BRACING PRIOR T,
IT` A" "I.—
NINT R 2 IIIIAIIIR IBALL 1111 LL FIRE IGINE ELEVAGIMI I EERE COMMENCING_ A7NE E,B IN. ".. ENGINEER Ru BE `RI il IR, NS
UPON DISCOVERY OF ANY DISCREPANCIES.
WQM
I ALL SOLID -SAWN — BE RNE (5,P) W 2 IN SE7IE
3, ALL LANNNI" VENTER I— I-) SHALLHAVEA MINIMUM GRADE OF
E (E-2000G00 111, F6 - ZGNG 111. 1 - — -)
4 Al-L PSI OR — HAVE A MINIMUM GIMIC Or I BE-2M
5 P ZXZ`_� WASHERS FER &I BOLTS BEARING
IT ALL . I — BE COMMON WIRE NAILS UNLESS EXPOSED 10
,I — -- " I
ME" CONNECTORS "`U RE SIMPSON— SMONG-RE —
D FIEA
WMUFA_ __ AGO AN NOTED
�N TILS
B — —1 BE _EG PERMANUFACTURER
'TAMB' _G G'A"' 9 rA EBS FOR PRESSURE PRESERVABVE AND iRFAREANT RRRW
WOOD SHALL BE -- GAL— —, -- STEEE —
BA11"CV , — IN BLE.
BOLTS SHALL CONFORM TO 1 8152 fBi
-
AGE BASED GN THE FGLtOWING:
6d" REFERS 10 .COMMON (0 ; 117
"RE,ERs To BE coI (0
(BZ ;Z3 *1 �— - AB'1111
'16d" REFERS TO 16d COMMONTE,
CGAIRAITEN THE
USE I AT-- NAILS MAE
LL BE — RIna IENGINEER FOR
2
R LX��iAND BRET RL
BED 11 — —GRNG I — —I G1 GOFLUSH
—
RIE 'A" OF _"`N; —_ IS NOT
— I ALI NAILS— AND —1 PLATES IN CONTACT F--
LUMBER —1 BE RG_
I. EXTERIOR -1 1NF-. BE N7
11-00 —7NNG EI0EK 411 — — -- -- TG
SUPPoRTS — . — — (Glll" x ll) AT I INCHES O.C. AT AL
LANE. EGILB AND 12 INGIRE BE IN GLE FIELD 2 ""R SHRA G PR- 2JIJ2-REN OR GBG
SHEATHING EDG
ES
_ BE ALL GET PAN FEE
BY FEET SHALL BE E,_ INS AIL STE47RING AT _ - LONG
4
FASTEN SHEATHING TO SUPPORTS
WBH EG
COMMON NAILS
(G. 73f' x 01REC11GN PERPENDICULAR TO 15'� AT 6 INCHES0C, AT ALL PANELESELILB ARE IT 0,1 . RAE —
3 ANR` 112-INCH OR 19132-INCH R47EB PLYWODD
— — TO __ - _R`N_G -T,
RTTH RIY COMMON MAIL, O.C. (0 131' x 257 AT 6 INCHES I B AT ALL PANEL
EDGES AND 6 INCHES IN THE —
I. PROVDE —1 — AT ALL I —ER CORNERS A. B1111111, UNLESS
NOTED I— (G�NLA
I ).
W PROVIBE UBUE RT FRN AT THE IN' OF ALL STUD S.
3. Fop PLATES SHALL LAP A -I OF 4 1 SHALT OCCUR OVER
S— 11 — — PRO I A — I (IE) 1. COMMON
NAILS (GlW 1 3) AT EACH TRI` — LAP RGN IGIERB —
11 INI FUSIBLE RRG— A —1 FOR PLATE UP WRH 1116
JG STRIP AND (22) Ei CENVIN (0.131'
A BORED HO[£S M 1X4 STUDS SHALL NOT EXCEED i %' FOR LOAD -BARING
WAILS All 2 1j' FOR NON-1040-REARING WALLS
WALLS AND SYs" FOR NJN-L
11 NO CASE —I THE — .1 A BIBLE —E BE NEARER RAN %' IG
I,— THAN % — TO — EDGE, __ — _R, I —
STAR BINGE ON ONE SIDE INIOGGE BILL) SHOES ON ROM BEEN ANDIIE
11 — _1% — ON AEG, — CONTACT 1
ENGINEER FDA CONDITIONS NOT —
JOIST @BUM
JOIST/BEAM SIZE
HANGER SCH£DUGE
5/MPSON BARREN
BIG
.12
2--
2-1E
2 2
111
—101-11-2
2-12
—WIG
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(3),,B-".- E.
(4) 17.21-1.
VfFifY ANY ALTERNATE
—125/l0
LARNET WRH ENGINEER.
so Cyt 0 0
ALI ....... ..... .. ....... TA.... I , I
—T AND IANINNN wlNn I TAG,
__ — I— PER IRC —1 —1.10) FOR t0 EQ
AREA (111 LARGER A— — IG - — 21(l)
1, —1 — A.' 114,1 PBR -11 (INTERIOR ZONE)
14.1 111, - (EDGE ZONE)
2 B Z I PSF (I'— ZONE)ROOF ZONE 2 +10.6 PE, -BE (EDGE I")
ROOF ZONE 3: +I0.6 'Ell —A ZONE)
LOAG BEARING NEM-LOAD BE AD GLARING LOAB BEGENG RI4 WALL RIWALZIRING L02iA
•
LGAD SEA G —LEAD BEARRIG LEAD GEARING LOAD REARING
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,—I DETAILS — 'I— AGE
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StruTex Engineering, LLC
Texas Registration No. F-27481
5913 Brookhaven Dr,
Piano, TX 75093
S1.01-GENERAL NOTES
914HUMMIAIGBIRD TRAIL
GRAPEVINE, VINE TX
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III WOOD AT IC BE PRESSURE TREARD
AT I14k23' DECK
—
FF,
ToFEMAIN
41 02
E`_` HALL I'— TDP PLATE
ICL. BRACED PER NOTE
-------------
FD xvul. 2,1 -
0
-Z
4WA[1
PECATAREMGVETH I,
-------- — -----
A
]
--------------------- --------
-----------
00,
FIRST FLOOR WALL LAYOUT PLAN & SECOND FLOOR DECK PLAN
H Tt
—,T—, A- _A'j;
I WW0NAAFC
T_ H=1, III— R-1 I
2 FRAMING RENOVAtIONS TEMS SHDWN —W ARE 11 THE STRUCRIRAL VERlflCA1iON SCOPE —1
ENGINEER FOR All I
WALL INCT LINE REUMN THE SAME
A L77��17�,Ill`�,
NC(2)LI675 TO REMAIN rJ)21STUD PACK ATEACH END WALL
F2__11-F2__21 —1— AAC1
IT REST
. ... SNO PACK CH __ T, BEAM A, — — WITH.. 2L_ ORI—
IC,
ADDED — 6WlC (UP TO (2) 2xB (MIN) AND (2)2x —K AND (1) 2x FCLL DPT 571AD
WALLED Ci7 C lNFILL WITH 1x S1UP5 TO AT 16- O.C.
TTT� 7"TU
AREA I'
CHANGED . ---All-- CONSTRUCTION NAILED TCEATE—
[7] — — AND A— RATTER AT AL- RAISED AAN. FCIT CADAL — LIP TO I I' USE IND MIN
AT 240 C. MAX. F SPAN EXCEEDS I f IF TO IJ'- t 1.
—W LOWER WALL PLATE TO BE — AT N — JAM Z4 5 AT W
REFER TO TEC4D. 12
EULI-9 C (UP M 7''� USE (2)2.12 (MIN) ELDT NNTV (2)21 — AND (1) 21 FULL h—PT
NEW DFCH NOTE
2 MINIMUM 5 AND CONNECTIONS AFE SHOWN BELOW
E10 — IN HALL It0APCRW 3-2 TO BE — MINIMUM
1=1 . 12 — CONNECT TO AT A" O.C. REFER 11
—
-Iff -1 .11 11FOR MORE INFORMATION.
2 .1 —T , 1 EAT BETTER).
CONNECTED IC N BEAM WTH A.— DI A —DE —1 IC
THEN HD OR1HREA0£D ROD DRILL AND EPDXY WITH 5° MINIMUM EMBEDMENT:
CONNECTEDTO 1112 — ABOVE WITH I— IWEINIM 10 EACH 11
PEYt - _7 TECHNICAL — _H _ N
F,_T 2 AT W 0C. CONNECT EACH END BEAM AND — WM —W
114 —
INVED — 04 MINIMUM &N SYP OR —) SPACED AT 5'-4- O.C. —L CONNECT W GUARD POSTS
TO M~ INTP D= PER —N —RE DETAILS A AND 8 M — 2 OF W TECHNICAL NOTE
NIL TOP AND BOTTOM AND — B4LU5TET2 AT 11' MAX CONNECT TO
PoST PER 11-21 84— D —
OPT- I (SHOWA)T (4) ITTI . INSTALLED MAXIMUM EACH AND AT ECLAL � —ALLPER
1 -1 —1
MDALED-2' -1--EA- IA— I AND 1,
0C, -VECLA)W4°-4, MAXIMUM FROM CH ENO. INSTALL PER 5/MPSON STRONG -PE TECHNICAL
V IF -Y -I
__- BRACE
PORN I -I TE
WITH I
DEGREEC.'o."
.E. CCIN. II—E N—D TO .,.NC TRUSS TOP C—DE
E-1. — EA.NG N FSE NAINGL TO EACH
—CAL—OF LABLE END
BLOCKING AT 24 - 'CH 2 TAJ. N
BATS.CoNNIII EACH I
4)01. END GR T.
WAIL
N. IPI 1.1-
StruTex Engineering, LLC
— .. (12)
Texas Registration No. F-27481
_H.25° NAILS5913
Brookhaven Dr,
-NC _ DIM.' AT 16, ENADN,�
C
Piano, TX 75093
A
NAIL TO 11111�IN%11 —1
S2.01 -SECOND FLOOR AND
CEILING FRAMING
914HUMIWIAIGBIRD TRAIL
EXTERIOR WALL BRACING AT
RAISED CEILING — KICKER OPTION
GRAPEVINE TX
02
I/A,
2112
11
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I. - COME,
2 SUPPLEMENTAL CLOSE AND B- M BE USED FOP DESIGN.
DETAILING AND --- ARE
A BUILDING OCCE REQUIREMENTS FOR -ILIBAL CONCRETE'
(A" 'IS- ")
I BPECIFICATIONS TOP CONCRETE CONSTRUCnON"
(ACI IN)-14)
'NATIONAL DEEMS E-PION FOR WOOD(2024 NNE)
D.
'I- -- MA-, (.". - -BC,)
LOS (IRC MALE - AND TABLE -.6).
DECKS E
B. ROOF 20 PSF (UP TO :12 SLOPE)
;6 FIF (A; 12 W IS, 12 SLOPE)
2 PEF (OVERISI2 SLOPE)
C. ATTICS
2, TO - - LIMITED STORAGE)
- (11111AN-1 WITHOUT -El
WHICH BE LESS - 42- 11-
HEIGHT PEBISEN -ETE AND RAFTERS)
D. ANIBASE 2E0 LOS
mom
I - - - I -
i4g� WIND SPEED 115 MPH EATURE 6
G. PEENIE SEISMIC DESSIN TACIONNITY A
FAD'
I IS POP
m0&
1. --- - El -I - ALL TEMPORARY BItACTNG PRIOR TO
COMPLETION OF ALL STRUCTURAL ELEMENTS.
CONMACTOR SBALL VERPY ALL RELO CONONITNE, ELEIABONS AAC LAMENELINS 8EFOPE COMMENCING WEL THE ENGINEER SOM, BE _EW -PS,
UPoN DISCWERY OF ANY DISCREPANCIES
1, CO- MINIMUM REQUIREMENTS - ARE PEA THE flRC - 402.2
ODERA'I`
WEATHERING
2 P- ".P,-- STRENGTH (rp I. 8, AS
FOLLOWS CAAGE FLOOR S[A8 c = ,JOp PSL OTHER CONCRETE
EMPOSEP TO W IHLR c = SPOO PSI CONCRETE NOT - TO
I Z= OR (CLEAR1-) 2 AND1,
WEATHER: 1 - L,- - SLAB -ON -GRADE.
4. REINFORCNG - - ME ASTM GPACE � PEAML, AND PLACE IN _ ACCORDANCE WITHACYSA615 - OF-FPPACPCCFOR -B,_ "E""T CONCRETES-- 5. LAP All FIELD SPLICES IN BAR 'A. -PE, W B."M UNLESS
OTHERWISE - -- - - AT ALL - 11 WALL
.1 - EASE OT' - -'A' REINFORCING.• PROARE AFA EASE INFOUNDATIONWALLSAT 18- O.C. HORIZONTAL AND
OTHERWISEVERTICAL UNLESS - - THE - HOR120NTAL
`A` ,E BOOK � P_- ADO ANCHOR BOLTS j=L`DENF-POIN - PT THE TOP
�
(1) 14 IPE 24- LAP
• REINFORCE MBLNB - AND SLAB OPENINGS WTH ONE LTRA #5 X
4' DABONAt BAR AT EACH CORNER
B.
A, wAtI, LEEYQ" Dt4N£TER ANCHOR BOLTS PER PLAN. AB, P.
MAXIMUM EMBEDMENT,
WHERE ANCHOR BOLTS AS, "PEN" - UNIVERSAL A£TROFIY
FlIUNDAnON PLATE MAY BE INSTALLED AS A I TO I INSER• ALL RS BOLTS BOLLOWNE AND BNAER CONCRETE -
'S ENALL TIC SECUREDPOSSION - I` PTACINC -
- ADOSEAS TO BE - -11 -S' ("C-.
PER-4057) OR - EQUAL EPDXY A OF SHALL BE INSTALLEDPER MANUFACTURERS -- B- AND DEBRIS - ME
NOT
OBE - - HOLES TI-1.- 11 HAS -- -MN ANCHORS UNL
1. SUB -ON -GRADE MINMUM THICKNESS
-1 SE 4 INCHES PROVIDE
#1 BARS AT 12 INCHES III EACH .1 (LE INCHES
CLEAN To Top) SUB SAILBE mr OVER lo-w BOAMMA
"""" OF NEW
N-SE A BY
INCH -DEEP
- ( ) - ('I!NCHES MINIMUM BELOW
GRADE) REINFORCE BEAM KIP (2) }'4-NUOUS ISO AND (2) 14
TON- SO -
I CONNECT LISTING -S TO NEW SLAB - 11 , I -B' DOWELS Al IN'
SIMPSON.1, - SO A. EPoXIfO WRH B - Cl - USING )HE
- -- ON -- -
WQM
1. ALL SOLID -SAWN LBBREB SHALL ME SOVOSSIN PINE (S) NO. 2 OR SLOTS
3, ALL - -T LUMBER LLA) SHALL HAVE A M4SIBLIM GRADE OF
2- (1-C-, I'll . = L950 PSG l---)
4. ALL - OR LA COLUMNS - HAVE A BNMOM GRADE Or T&E-2ESO
LE=OPSI) GALVANIZED PLATE WASHERS FOR ALL BOLTS HE-
56. ALL NAILS - BE COMMON WIRE NAILS, UNLESS ENPoSED TO
TO EN - NA
WHERE COMNEE ORS
"AU BE ByCOPE SIME`ON-- SPTOPG-NE- V INSTALLED PER
MANUFACTURER -- AND AS NON ON XS
B. -C- -1 SYSTEMS -1 SO INSTALLED PER MA--
9. `TASDC AND DA FASTENERS FOR PRE N 6RE-PREPERVATOF ANE --T P-BOL
WOOD SHALL BE HOT -DIPPED 04- STEEL. STAINLESS S-, SESBN
BRONZE
OR C""B ""`C` Y'AM ' DR R GREATER SELL BOLPS,
BOLi5 INALL CONFORM TO ANEV- 81 F2 12 198f
I ADRFSITESESPECIFIED ON DRAWINGS ARE BASED ON --I-
REFERS TO
"T.: TFOO ;W COMMON (Ik4B")
"I 2V COMMON (0.1481-5'
.I.' TO 1. COMMON (B
IF CONTRACTOR -, O52'xA
LME--,TlHEI-)SI
I
-
NAILS,
DAIIAISUBMITTED TO T
REVIEW AND APPROVAL TO CONSTRUCTION.
2. .1. USED TO FASTEN NSN_IS FRAMING INAL, BE DRN£N FLUSH
ALI THE PACE, SHf-INCOTC.1
3. NAILS BOLTS METAL PU]£S
NAT WITH N-PPATED
LUMBER SNAIL B- --
1. - -1 SHFAINING I-Ir PIT 'S/ ......
PLY- SHEATHING - ALL - - - -- TO
SUPPORTS - ES COMMON - (I. III - x 2.1) AT B INCHES O.C. AT ALL
PANEL EDGES AND 12 -11 INTHE -
2. ECOT SSLAniINC PN- 2313E-INCH A- - OR BEE
EHEATHWG -ES MAY ME ALL CUT PANELS
LESS THAN 4 LEFT
BY 8 ESEY SHALL
BE
B'-. - SHEATHING WITH THE
LONG
SHFTHING TO -
WITH 8d COMMON -1 CS) AT LI AT ALL PANEL
EDGES AND 6 INCHES Cl. IN TOP 1.
3. BOOF ENEAUS71-ii,, 1/1-INCH OR 19132-INCH -RATED P-00
LET - SHEATHING. EDGES
MAY BE - ALL CUT P ELS ISSE -
4 - BY 8 FEET SALL BE - -1 SHEATHING WRH THE I-
DIIJBIN Ed PERPENDICULAR TO COMMON NAILS (D IIII272"I'l -AT6 = -CC. A-r ALL= EDGES
A" , "ONES W PIELO
7. PROVDE DOUBLE STUDS AT ALL ANGLES, CORNERS AND OPENINGS, UNLESS
PROWNE DOUELF BN' PLATES AT THE BIN IS' ALL SID BALLS I Fop PLATES
- LAP A MINIMUM OF 4 FEET SPLICES SHALL OCCUR OVER
S- 11 SUPPORnNG MEMBERS. PROVIDE a MMIMUM OF (,1) 1. COMMON
NAILS VS I.' x I) AT EACH - -11 TAP I-- WHERE -
UPPING IS NOT -1, FIRLOVE A STRAP TOP PLATE lAP WfIH 1116
JD S>RM AND (22) SO COMMON - (0, 111 - x 25).
4. E- , Si NR LOAD -BEARING
WAILS AND 1 Ye' FOR NON-LQ40-BEARING WALLS.
BORED HIXfS IN 2X6 STUDS SHALL MBI 2 S' TOP I---
11 NO CASE SALL THE - OF A - -1 BE NLAASN THAN % - TO
THE EDGE I STUD. BORE HOLESSHALL .1 ME LOCATED IN CM OR
NOTCHED STABS. KBBE - EACEEP � LIMITS OR ARE LOCATEL
CLOSER THAN % SION TO ME FOGE, PROADE SUPEOS SPAPIG-" C""`
STUB SHOP ON PINS STE) ON ROM SIDES KSBF
E DISTANCE lS LESS 1HAN INLH ON RDM SIDES. CONTACT SIRUCNRA<
ENGINEER FOR CONDITIONS NOT ADDRESSED ABOVE.
JOIST/BEAM SIZE
SIMPSON BANCO,
LUEPS
.IN
-B
.12
2-1E
2--
-2
1.11
-TO / -11-2
2-2
I-2SIP
IVI
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(2)L11'.25I.
(4) =25' LA
-25110
VERIFY ANY ALTERNATE
ANGER W?H ENGINEER,
cyt 0 0
2-
I _D-
&T- P,,, PTP -1-. , I
f-ITIFIT - IA- - I CAl
-- - - - - TABLE _, SLL) TOP L' Po LL
AREA (E. .- - - TO - - -ST(l)
1. WALL ZONE
" 114,1 PE1, -155 - (INTERIOR ZONE)
E� III PEE - 19.1 EST (EDGE zCll)
2. ROOF
I.."A 'ONE) RUDE ZONE 2, 1;a6 PS,, :SS PET(1ZONE)
ROOF ZONE BE PEF, - PST (CORNER ZONE)
Li
LOAN Zx4BWAGLNGNCN-Al LI2S4
AB 1EA1111 LOUN-REINFORCED REINFORCED
qK mo
ICAS 0 NON -LOAD BEARING LOAD BEARING BEARING
WALL 1x6 WALL 2,6 WALL
tL
-L C-11 FOR IC- A.
(�OA�-REARINB AND BOB--- -1
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05-22-2026
StruTex Engineering, LLC
Texas Registration No. F-27481
5913 Brookhaven Dr,
Piano, TX 75093
SG1.01-GENERAL NOTES
914 HUMMINGBIRD TRAIL
GRAPEWIVE TX
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MOEID NAKHAEI
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A l�.ot, 113143
r ISS/ONAL
G5-22,2026
StruTex Engineering, LLC
Texas Registration No. F-27481
5913 Brookhaven Dr,
Plano, TX 75093
SG2.01-GARAGE FOUNDATION
PLAN
914 HUMMINGBIRD TRAIL
GRAPEVINE, TX
S-3/e L:IH/E.5
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6/18/26, 4:15 PM
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MO.F.ID N..A..K.HAE I
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113143
'AZL
05-22-2026
StruTex Engineering, LLC
Texas Registration No. F-27481
5913 Brookhaven Dr,
Piano, TX 75093
SG2.02-GARAGE WALL LAYOUT
914 HUMMINGBIRD TRAIL
GRAPEVINE TX
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MORO NAKHAE)
0 0#00 Xr
NAL
05-22-2026
Stru ex Engineering, LLC
Texas Registration No. F-27481
5913 Brookhaven Dr,
Piano, TX 75093
SG3.01-GARAGE FOUNDATION
SECTIONS
914HUAIIMINGBIRD TRAIL
GRAPEVINE TX
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2x4 S77JD 2.6 STUD
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...............
MORD NAKHAEl ..........
NZONAL
05-2�-2026
StruTex Engineering, LLC
Texas Registration No. F-27481
5913 Brookhaven Dr,
Piano, TX 75093
SG4.01-GARAGE FRAMING
SECTIONS
914HUMIWINGBIRD TRAIL
GRAPEVINE, TX
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hftps:llweb.mygov.uslappl#f"page":[{"uri":"lpil","params":{"container":"#mn","bc":"Permits","url":"lpil","environment":"page"}1,{"url":"lpilprojectsldetails?id=350040&list=all","params":f"containeC':"#main"... 20/20