HomeMy WebLinkAboutRMISC2026-002330RECEIVED: 6/16/2026 DATE OF ISSUANCE'
26-002330
839 E WORTH ST PERMIT #:
DETACHED GARAGE
BUILDING PERMIT APPLICATION
JOB ADDRESS: 839 E Worth Street SUITE #
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR (company are Brothers Construction
CURRENT MAILING ADDRESS: 306 Crestview Dr
CITY/STATE/ZIP: Grapevine, Texas 76051 PH: it 817 785-9789 Fax#
PROPERTY OW NER: Robert & Kelly Freedman
CURRENT MAILING ADDRESS: 839 E Worth Street
CITY/STATE/ZIP. Grapevine, Texas 76051 PHONE NUMBER:
PROJECT VALUE: $ 100000 FIRE SPRINKLERED? YES - NO
WHAT TRADES WILL BE NEEDED?, ELECTRIC PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE: detached garage
Bresidentia'
USE OF UILDING OR STRUCTUR ,
NAME OF BUSINESS: Ware Brothers Construction
Total Square Footage under roof: Square Footage or alteration/addition:
• I 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)
• I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for I & 2 family dwellings)
L] 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: Sarah are SIGNATURE
PHONE 817-785-9789 EMAIL: warebrot
BOX IF PREFERRED TO BE CONTACTED BY &MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION
Construction Te: DEPARTMENT
. . ....... .
J_; Pen -nit Valuation: $ Setbacks A j)roval to Issue
y� �
Occul Bancti Grou Fire Sprinkler: YES NO Front: Electrical
Division: Building De1_Ah Left: Plumbing
Zoning:Building Width: Rear: Mechanical
IN,
�
Occupancy Load: Grease Trap R i_ h t: ood
Plan Review Ai,,; -,roval: Date: Building Permit Fee:
Site Plan A,.-,proval: Date. Plan Review Fee:
Fire Dei artment: Date: Lot Draina,,,,e Fee:
S,
Public Works Department: Date: Sewer Availability Rate:
H ealtelartment: ate: Water Availability Rate: h D-D
Approved for Permit: Date: Total Fees:
Lot Drainage Submitted: Approved: Total Amount Due:
P,OA BOX 95104, GRAPEVINE, !X 7f;0E9 (9171410 31h5 OFORMS'0SPERNI)TAPPUCA1 ONS VQ- Rev. W04,510f2i0I, I 1/09,4M 1,2"9
City of Grapevine Building - Residential
PO Box 95104
,. Accessory Structures
Grapevine, Texas 76099y{
# Project # • •j,..
Project Description: Detached garage- already have buildin*-,
permit for addition [ELECTRONIC REVIEW]
Issued on: I• i w } . r
ADDRESS INSPECTIONS
839 E Werth St.
1
Grapevine, T 76051 Building Setback
2, Building Foundation/Footing
LEGAL 3. Building Pier
D E Box Addition Blk 5 4. Building Framing
Lot 11
S . Building Bracing 1 Sheathing
PERMIT HOLDER
INFORMATION 1LS
Sarah Ware
—APPLICANT NAME (Individual)
Ware Brothers Remodeli
ng LLC
**APPLICANT PHONE NUMBER
(817) 785-9789
VALUATION
Square Footage
COLLABORATORS
• Sarah Ware
* CONSTRUCTION TYPE
Ware Brothers
* OCCUPANCY GROUP
Remodeling LLC
DOCUMENTS MISC 01
(817) 785-9789
DOCUMENTS ' MISC 02
OWNERS
DOCUMENTS MISC 03
• Robert Freedman
* ZONING DISTRICT
APPROVED TO ISSUE ELECTRIC
*Building
}
r' { zR I s V
. Building Wall Tie Inspection
7. Building Energy Code
8. Building Termite Verification
9, Lot Drainage Inspection
10. Building Final
Sarah Ware
817-785-9789
100000
772
VB
R-3
839E WorthPerrnitApp.pdf
garageapp.pdf
LotDrainage.pdf
-1 2.s
YES
TOTAL PAID DUE
$ 1,162.50 $ 1,162.50 $ 1,162. 50
$1,162.50 $ 1 162,50 0.00
�y. it ■ � i/ !, � � �. i #
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MYGOV.US 26-002330, 06i2312026 at 8:29 AM Issued by: Sandra Brandt
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r A Future With A Past
19 June 2026
Sarah Ware
Ware Construction
306 Crestview Drive
Grapevine, TX 76051
817.817 296-4022
RE: HISTORIC PRESERVATION COMMISSION
CERTIFICATE OF APPROPRIATENESS #CA26-40
HISTORIC 1955 JOHN R. WILLIAMS HOUSE
D. E. BOX ADDITION, #HL10-09
839 EAST WORTH STREET
GRAPEVINE, TEXAS 76051
This letter confirms on June 19, 2026 the Historic Preservation Staff approved with
conditions #CA26-40 for the property addressed 839 East Worth Street, legally described
as Block 5, Lot 11, D.E. Box Addition, City of Grapevine to the Grapevine Historic
Preservation Ordinance 91-73 (Appendix G — Grapevine Code of Ordinances), as
amended, for the following:
1. Revised plans and elevations for the Commission approved 700 square foot
detached two -car garage #CA25-36; exterior staircase to be removed and replaced
with an interior stair; and exterior elevations modified to allow for this change;
as per the attached plans and elevations with the conditions all exterior materials,
windows, doors and door hardware, and light fixtures be approved under a separate
Certificate of Appropriateness; and a permit be obtained from the Building Department.
An approved Certificate of Appropriateness is not an approved building permit; a
building permit is / is not required. Contact the City of Grapevine's Building
Department at 81 410.3165 for fees and information regarding permits.
Thank you,
z&__ � �
David Klempin
Historic Preservation Officer
THE CITY OF GRAPEVINE
HISTORIC PRESERVATION • 636 South Main Street • Grapevine, Texas 76051
Phone 817/410-3556 • Fax 817/410-3038
�v� QGay'� aC
CERTIFICATE OF-APP-ROPATENESS
Date ,� JJE �P, �2_0 Z(r - '7 d
Owpe Na Add Phon N mb r
``,, Im�r �
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Phone:
I Mobile:
I Email:
1 Proppgrrbt Address (include any suite number)
'T) 3—) 9 1.7 O)v4r l
I Apyylicant Name, Address & Phone Number I
ICb{o rp\IJ ttrlx.i [A/Vti 1-7
//
�Vr J Phone: Yify`
I Mobile, 1 , e _ /, -I I —IN
I Email: ' " ' - I
I Legal Descry' Lion I
Block Lot �I
SubdMffion ,4, $o`f >}nDlr'Idt)
Tenant NamelOcc�a�cylUse ( /q S / 5 .-4-^1- AT
..fl. IDr� u00i aJ ISiggrL 1� C)1 2I
1+15 �dr1-iy. r70-� N _. t,J law am� FfbT�T
RequesdDescription of Work to El Gone L 1 w M
I Drawl /Sketches Attached ' I Photographs Attached
Yes 0 No o Current 0 Historic
I Material Sample(s) Attached (please list)
I hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance
with all submissions herein set forth, and in compliance with the City of Grapevine's Historic Overlay District Ordinances and
Building Codes. APPROVAL OF A CERTIFICATE OF APPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF
OTHER RED UIRE�Q�,,UI DING PE ITS.
Si ned x l/�(.Y Print Name
Owner or Contractor
_ Office Use
o Approved- 61Approved with Conditions:
HPC I �H�i'LYvt I? ✓ 1 (Lyl�'7
0 Denied ( \ n /)
x x
Chair-H19onc Pn,SONWpn COT,alaalan — i wx rete/velgh �' ^ /
x Dateny. 1 1- ./-,1' 2 Y
auNdmB Ofinal '
THIS IS NOT A BUILDING PERMIT.
A SEPARATE BUILDING PERMIT MUST BE FILED AND APPROVED BY
THE BUILDING DEPARTMENT BEFORE STARTING WORK.
DELIVER TO: HISTORIC PRESERVATION DEPARTMENT OFFICE 617410-3556
636 SOUTH MAIN STREET, GRAPEVINE, TEXAS
JUN 16 2026
BYJ!rA #: rf3®m
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LOCATION
Address: 839 E WORTH ST
City: GRAPEVINE
Geonderence: 3150-5-11
Subdivision: BOX, D E ADDITION
Neighborhood Code: 3G030K
Goagrgifft i or type unknown
This map. conlent. and bcadon of property us provided by Google Services.
PROPERTY DATA
Legal Description: BOX, D E ADDITION Block 5 Lot
11
Jurisdictions:
CITY OF GRAPEVINE (011)
TARRANT COUNTY (220)
TARRANT COUNTY HOSPITAL (224)
TARRANT COUNTY COLLEGE (225)
GRAPEVINE-COLLEYVILLE ISO (906)
State Code: A
Year Bulk: 1956
Personal Property Account: N/A
Agent: OWNWELL INC (4021420)
Notice Sent Date: 4/15/2026
Notice Value: $552,606
Protest Deadline Date: 5/15/2026
Tarrant Appraisal District
Property Information I PDF
Account Number: 252131
Latitude: 32.9379784100
Longitude:-97.0675213530
TAD Map: 2132460
MAPSCO: TAR-028K
I
I
Site Number:
Site Name:
Site Class: Imp - Improved - Residential
Parcels: 1
Approximate Slze"': 1,844
Percent Complete: 10000%
Land Sgfl : 16,517
Land Acres : 0.3792
Pool: N
.*• Raondad
This represen6 one of a hararchy of possible values ranked in the following order: Recorded Compiled, Syatem. Calculated.
OWNER INFORMATION
Current Owner:
ROBERT 8 KELLY FREEDMAN
Primary Owner Address:
617 E TEXAS ST
GRAPEVINE, TX 76051
Deed Date: 10/10/2024
Deed Volume:
Deed Page:
Instrument: D224181828
06-19-2026 Page 1
Vra
In, ae,dese.
VALUES
Tarrant Appraisal District
Property Information I PDF
Previous Owners Date Instrument Deed Volume Deed .
CAMP CARMEN O 6/25/2020 D220154748
CAMP CARMEN 8/15/2017 D217188358
CAMP CARMEN R 15/8/2000 00145340000327 00145U 0000327
CAMP JAMES E EST 112/31/1900 00000000000000 10000000 10000000
This information is intended for reference only and is subject to change. It may not accurately reflect the complete
status of the account as actually carried in TAD's database. Tarrant County Tax Office Account Information.
Year
Improvement Market
Land Market
Total Market
Total Appraised
2026
$242,017
$206,068
$448.085
$448,085
2025
$346,538
$206.068
$552,606
$552,606
2024
$440,809
$206,068
$646,877
I $646,877
2023
$413,722
$226,068
I $639,790
I $639,790
2022
$245,362
$226,082
I $471,444
$471,444
2021 I
$243.326
I
$226,082
$469,408
$469,408
Pending indicates that the property record has not yet been completes for the indicated tax year.
• Appmrsed value may be less than market value blue to slate mandated limnebons of value increases.
EXEMPTIONS / SPECIAL APPRAISAL
There are no exemptions for this property
Per Texas Property Tax Coble Section 25,027. this webade does not Include exemption Information indicafing that a prope ty owner is IS years of age
of older for unauthorized Individuals
06-19-2026 Page 2
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CERTIFICATE OF APPROPRIATENESS
CITY OF GRAPEVINE
RELEASED
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CONTACT BUILDING INSPECTIONS
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RECEIVED: 6/16/2026
26-002330
839 E WORTH ST
DETACHED GARAGE
CA 2026-40 ALL CHANGES REQUIRE
APPROVAL OF REVISED z
PLANS Lu (D w�
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APPROVED PLANS SHALL BE u
KEPT ON JOBSITE AT ALL TIMES / Q a H
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CONTRACTOR SHALL CALL FOR INSPECTIONS: >'
(817) 410-3010 I + a a
CONTRACTOR REGISTRATION WILL BE
REVOKED UPON PERMIT EXPIRATION.
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A.fM. - 7:db P.M. O
MONDAY - SATURDAY ONLY
NO WORK PERMITTED ON SUNDAY
t o U
SEPERATE PLUMBING,
MECHANICAL, ELECTRICAL AND
.,., SIGN PERMITS SHALL BE REQUIRED.
1
1
PROVIDE SIGNED AND SEALED LETTER
FROM REGISTERED ENGINEER
CONFIRMING SITE INSPECTION AND
"r>.•TS",.a' APPROVAL OF PIER INSTALLATION WHEN
WORK IS COMPLETE
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-- -- — --e�-- --- --J � SPECIAL NOTE I Z
PROVIDE SAFETY GLAZINGS AS REQUIRED PER Lu
SECTION 308 AND EMERGENCY ESCAPE AND 0
• I �^ �.w.na, +,r, RESCUE OPENINGS PER SECTION 310 OF THE N
9,�„rt wig INTERNATIONAL RESIDENTIAL CODE LL
Iry E NORTH STREET NO TREE REMOVAL PERMITTED I p
PRIOR TO WRITTEN APPROVAL LU
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§ ALL WINDOWS AND EXTERIOR ~ B Q
s FINISHES TO BE APPROVED BY HPC. —
HIS PAGE xe -S o oP srxuCTwN
CREL; I'Tm ACov KI. REVISED
wn'. wN.
1-29-26
TMTME...c. DRIVEWAY MUST BE CONCRETE,
—APP—EDIT&N,R TO TMESPT ON iHEJ08 ASPHALT, OR MATERIAL APPROVED —
Sf fALL BY HPC.
06/19/2026 12*58*16 PM
BY: KELLY TAFT TSBPE: 1-3971
GLEA.E.aEME��waPl',TIC11-1 CSN.-0E.wA. IN HISTORIC OF 10
ALL CHANGES MUST BEAPPROVED. PROPERTY
JN
UPPER LEVEL ELECTRICAL
SCALE. 1/4"= '-0`
oxaxnuce
T _MES
06/19/2026 100 24 PM 13y:
KELLY TAFT TSBPE: 1-3971
gig
6ARA&E ELECTRICAL
SCALE: 1/4"= I'- '
9
N
-IJ=- STOR
UPPER LEVEL STORAGE
SCALE: 1/4"= I'-'
- - - - - - - - - -
L jr. t
DETACHED GARAGE STORAGE
SCALE: 1/4'= I'-C"
GARAGE LEFT ELEVATION (EAST)
scALe: wa 1""
J
s GARAGE LEFT ELEVATION (WEST)
CCTV OF GRAPEVINE BOALE. I/a I'-O•
S PAGEIEUEASE PELEASEO FOR OOxSMOCTION
coxsucTvn ANY EORza 1
oxPivnxcE
CRYAPPBOVE_O PLANS TO BE KEPTONTHEJOB
SITE /1TALL TIMES.
06/19/2026105:02 PM
gg BY: KELLY TAFT TSBPE: I-3971
b
R EAaExENTE OR 1-1c R1.xT.- I x
ALL CHANGES MUST BE APPROVED. B
�a_rrogRn ea �roruTR _ __
�twmPAx ]FT �I onis�
Ital=
GARAGE REAR ELEVATION (NORTH)
SLALB: 1/4'= 1'-0•
ALL WINDOWS AND EXTERIOR
FINISHES TO BE APPROVED BY HPC.
_
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. — --------------!'Sao-.nsEg
-----------
--------------- _ - -----
GARAGE FRONT ELEVATION (SOUTH)µ51O
JLALE: 1/4'• 1'-0•
839 E WORTH S T 9§
S26121
PROJECT INFORMATION
Cu-
WARE BROTHERS
PROJECT ADDRESS
$39 E WORTH ST
GRAPEVINE, TX
STRUCTURAI ENGINEER
L120 ENGINEERING AND DESIGN
P.O. BOX 149]
GRAPEVINE, T% ]6099
NONE: (214)625-2819
CONTACT: ALIAKSEI PATRMCH, PE
CODES
ENGINEERED PER:
2021(IRC) INTERNATIONAL RESIDENTIAL CODE
2021(IBC) INTERNATIONAL BUILDING CODE
SHEETINDEX
COVER SHEET.-S-0
STRUCTURAL GENERAL NOTE ...5-1
FOUNDATION PLAN...S-2
FIRST FLOOR FRAMING PIAN...5-3
ST FIRFL00R CETLING FRAMING PIAN...S4
ROOF FRAMING P0,N...S-5
FIRST FLOOR WALL BRACING PUN...S-6
GARAGE FOUNDATION PUN 5-7
GARAGE FRAMING PUNS..:S-R
GARAGE WALL BRACING PtANS...S-9
STRUCTURAL DETAIL5...SD-1
STRUCTURAL DETAILS...SD-2
STRUCTURAL DETAILS... SD-3
THIS PAGE RE
CITY APPROVED PLANS TO BE KEPT ON THE JOE
0611912026100:51 PM
BY: KELLY TAFf TSBPE: 1-3971
ALL CHANGES MUST BE APPROVED.
GENERAL STRUCTURAL NOTES
DESIGN CRITERIA
S. CURING: COMPLY WRIT ACI-301, KEEP CONCRETE MOIST FOR SEVEN
CODE: 2021 IBC/IRC & AMENDMENTS
AS ADOPTED BY THE REVIEWING
DAYS MINIMUM.
AGENCY/COUNTY,
6. JOINTING: PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF
ROOF LIVE LOAD ...... ..................................
20FSF
VOLUME CHANGE. JOINTS SHOWN MAY BE ADJUSTED AT CONTRACTOR'S
FLOOR LIVE LOAD
OPTION, WITH PRIOR APPROVAL FROM ENGINEER.
R SIDENTIAL .....................40
FEE
7. WEATHER EXTREMES: COMPLY WITH ACI 305R FOR HOT WFATHER.
BALCONY/DECK..- ...........
60 PSF
COMPLY WITH ACT 306R FOR COLD WEATHER.
BASIC WIND SPEED ..................
115 MPH, EXPOSURE B
8, WATERICEMENT RATIO SHALL NOT EXCEED 0.50 (BY WEIGHT), TYPICAL
GENERAL CONDITIONS
L THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND REINFORCING STEEL
SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES HE 1.
REFERENCE STANDARDS: ACT 'DETAILING MANUAL" (SP-66); CRSI
MAY FIND BEFORE PROCEEDING WITH THE WORK.
MANUAL OF STANDARD PRACTICE(MSP 1)
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND L
MATERIALS:
SIZE CONDITIONS BEFORE STARTING WORK. THE
REINFORCING STEEL: ASTM A615, GRADE 60
ARCHITECT ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING 3.
SPLICES:
OF ANY DISCREPANCIES.
TAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS
3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF
OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL HORIZONTAL
THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF
REINFORCEMENT.
TiE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING 4.
COVER:
WITH ANY WORK SO INVOLVED.
FOOTINGS .........A INCHES
4. IN CASE OF CONVICT, NOTES AND DETAILS OF THESE STRUCTURAL
SUITS........... ........ 2INCHES
DRAWINGS SHALL TAKE PRECEDENCE OVER THE "GENERAL NOTES' S.
FORMED SURFACES:
AND/OR"FTANDAND DETAILS".
WEATHER FACE .A-1/2 INCHES, #5 BARS AND SMALLER 2INCHES,
5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,
# 6 BARS AND LARGER
THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK.
INTERIOR FACE ...3/4 INCH FOR STABS AND WALLS 1-1/2 INCHES
6, WORKING DIMENSIONS SHALL NOT BE SCALED FROM MANS,
FOR BEAMS AND COLUMNS
SECTIONS, OR DETAILS ON THESE DRAWINGS,
7. THE CONTRACTOR SHALL N4MEDTATELY NOTIFY THE ARCHITECT AND STRUCTURAL
AND MISC. STEEL
THE STRUCTURAL ENGINEER OF ANY CONDITION WHICH IN HIS 1.
REFERENCE STANDARDS: DESIGN, FABRICATION AND ERECTION ARE
OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR
TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC "CODE
CAUSE DISTRESS TO THE STRUCTURE.
OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGE".
S. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE 2.
MATERIALS:
SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,
BOLTS- ASTM A307, UNLESS OTHERWISE NOTED
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURE. PROVIDE
WE BEAMS - ASTIR A572-50(TV =50,000 PSI)
ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS
H55 ROUND COLUMNS - ASTIR A500 Dr. B (Fy=42,000 P51)
DURING CONSTRUCTION.
HSS RECTANGULAR COLUMNS - ASTM A500 G, B (TV = 46,000
9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE
PST)
LATEST EDITION OF THE INTERNATIONAL BUILDING CODE, AND ALL
ALL OTHER STEEL -ASTM A36 LEY =36,000 PSI)
OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY
PORE NOFTHEWORK. STRUMIUM-
TEELWELDING
10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER 1.
CONFORM TO THE AWS CODE D1.1 AND W.3., AND USE ONLY
GENERAL NOTE AND TYPICAL DETAILS, WHERE THE NOTES,
CERTIFIED WELDERS, WELDS NOT SPECIFIED ARE TO BE 1/4'
DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE STRINGENT
CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES.
REQUIREMENT SHALL APPLY.
11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT DIM
COVERED BYTHESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 1.
12. NOTIFY ENGINEER OF ALL REM CHANGES PRIOR TO INSTALLATION.
13. DISCREPANCIES FOUND BTWEN STRUCTURAL DRAWINGS AND OTHER 2.
DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR
TO CONSTRUCTION,
14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND
WORKMANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION
INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE
"INTERNATIONAL BUILDING CODE" (IBC), AND STANDARDS
THEREIN. REFERENCED THEN.
FOUNDATION
1. FOUNDATION DESIGN PARAMETERS ASSUMED PER MINIMUM ALLOWED
VALUES. NO GEOTECHNICAL REPORT PROVIDED FOR RENEW,
2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER
RELEVANT SOIL CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH
THE IURISDICUONAL REQUIREMENTS.
3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR
STRUCTURAL FILL STRUCTURAL FILL IS TO BE COMPACTED TO 95%
DENSITY PER ASTM D-1557.
CONCRETE
L REFERENCE STANDARDS: ACHIM, ACT-318, IBC.
MINIMUM CONCRETE STRENGTH (28 DAYS):
FOOTINGS AND STEM WALLS.......3,000 PSI - 5 SACK MIX
POST -TENSIONED STAB....,.. PER PT FOUNDATION NOTES
BASEMENT FOUNDATION RETAINING WALLS......3,000 PSI - 5 SACK
MIX
:UB-ON-GRACE.............2,500 PSI - 5 SACK MIX
LAB-0N-GRADE EXPOSED TO WEATHERING.........3,000 PSI
AIR -ENTRAINMENT 2.5%TO 5.5% FOR EXPOSED CONCRETE.
2. MIXING: COMPLY WTIH ACI-301. DO NOT EXCEED THE AMOUNT OF
WATER SPECIFIED IN THE APPROVED MIX. PROPORTIONS OF
AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE
WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR
EXCESS FREE SURFACE WATER
3. PLACING: COMPLY WITH ACHIM PROVIDE A 3/4 INCH CHAMFER ALL
EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON
ARCHITECTURAL DRAWINGS.
4. SLUMP: 4- PLUS OR MINUS ONE INCH. DO NOT ADD WATER TO MIX TO
INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET, OR HIGH EARLY
STRENGTH MAY BE ACHIEVED BY USING APPROVED ADMIXTURES,
MANUFACTURED TIMBER
WHEN SHOWN PER PLAN, ENGINEERED COMBER SHOULD BE SELECTED BASED
ON THE FOLLOWING:
LET. RIMBOARD(1.3E) RIMBOARDORSTAIR
TIMBERSTRAND LSL (1.3E) HEADER, BEAM, OR COLUMN <9" DEPTH
TIMBERSTRAND LET. (S.SSE) RIMBOARD, HEADER, OR 19- DEPTH
TIMBERSTRAND LSL(1.3E) WALL STUD 2X4& 2X6
TIMBERSTRAND LSL(1.SE) WALL STUD >ZX6
MICROLAM LVL( IAE) HEADER, BEAM
PARALLAM EST.(2.OE) HEADER,BEAM
PARALLAM FSL ILSE) COLUMN
WOOD STRUCTURAL CONNECTIONS
1. ALL FRAMING ANCHORS, POST an, BASES, HANGERS, STRAPS, ETC.,
SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR
ENGINEER APPROVED EQUAL,
BRICK VENEER ANCHORAGE
1. D/A 2135 SEISMIC VENEER ANCHORS BY DUR-O-WAL OR APPROVED
EQUAL AT WOOD STUD WALL.
2, D/A 5213 SEISMIC VENEER ANCHORS BY DUR-0-WAL OR APPROVED
EQUAL AT CONCRETE WALL.
3, PLACE ANCHORS AT 16' O,C. VERTICAL AND 16" O.C. HORIZONTAL
SPACING. PROVIDE 99 GA HORIZONTAL JOINT REINFORCING WIRE .
ATTACH TO WOOD STUDS WITH #8 CORROSION RESISTANT SCREWS
AND TO CONCRETE WITH 1/4"0 EXPANSION ANCHORS.
4. AT ALL OPENINGS LARGER THAN 16' IN EITHER DIRECTION, ANCHORS
TO BE SPACED WITHIN 12' OF THE OPENING AT ALL SIDES.
5. USE TYPE N MORTAR COMPLYING WITH ASTM C270
GLU-LAMINATED TIMBER
1. GU -LAMINATED WOOD BEAMS TO BE XHN DRIED, AM SPECIFICATION
24F-V4 FOR SINGLE SPANS (TYPICAL), AND 24F-V8 FOR CANTILEVER
BEAM OR CONTINUOUS MULTI -SPAN BEAMS (WHERE SPECIFIED PER
PLAN). PROVIDE ATTC STAMP ON TIMBER AND SUBMIT CERTIFICATE TO
ARCHITECT AND ENGINEER. MATERIALS MUST BE OBTAINED FROM AN
ARC APPROVED FABRICATOR. All GU-1AM BEAMS SHALL FIT SNUG
AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS
INDICATED, NO SUBSTITUTION OF OTHER SPECIES. GLU-LAM ADHESIVE
TO BE "WET- USE' TYPE, PROVIDE 2000 FT RADIUS CAMBER, U.N.O.
2. MANUFACTURER'S CERTIFICATE SHALL BE PRESENTED TO THE BUILDING
INSPECTOR PRIOR TO INSTALLATION.
ENSIONAL LUMBER 1.
MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR
SOFTWOOD DIMENSIONAL UMBER. BEAR STAMP OF WWPA.
MINIMUM DIMENSIONAL UMBER GRADES TO BE:
WALL SUDS: 2x, HF/SYP STUD GRADE, 3. HF #2
WALL PLATES: 2x HF/SYP STANDARD GRADE
PRESSURE TREATED IN CONTACT WITH
CONCRETE 2,
]GISTS Zx6 HF/SYP*2
2.8 AND UP HF/SYP #2
BEAMS, HEADERS: fix HF/SYP#2; 4. HF/SYP#2, WWPA GRADING.
POSTS; 4, BY, HF/DF #2
PROVIDE STANDARD CUT WASHERS FOR NUTS BEARING AGAINST
WOOD.
ALL SILLS OR PLATES REFUND ON CONCRETE OR MASONRY, WHICH 15
IN CONTACT WITH OR RESTING ON FOUNDATIONS, SHALL BE PRESSURE
TREATED HEM FIR OR BETTER. ALL BEARING WALL PLATES SHALL HAVE 3,
5/8.0 ANCHOR BOLTS PLACED A MAXIMUM T FROM THE END OF A
PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL
SCHEDULE (MAXIMUM 6'-0" O.C. SPACING), ALL PRESSURE TREATED
WOOD MEMBERS SHALL COMPLY WITH AWM U1 AND AWP4 M4
STANDARDS.
CAST -IN -PLACE ANCHOR BOLTS SHALL HAVE A MINIMUM 7-
EMBEDMENT. ALTERNATE 5/8"0 EXPANSION ANCHORS SHALL BE HILT 4.
KWIK BOLT II ANCHORS EMBED T, OR APPROVED ALTERNATE.
BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM
THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER.
NAILS: NAILING IN ACCORDANCE WITH IBC TABLE 230PIAD 1. 16D
NAILS KAY BE 16D SINKERS (0.148 x 3-1/4") UNLESS NOTED
OTHERWISE.
PRESURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT
DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL. ALL METAL
CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT DIPPED
GALVANIZED AND MEET ASTM A653 CLASS G195 (1.85. OF ZINC PER
SQ FT MINIMUM) OR TYPE 304 / 316 STAINLESS STEEL SMPSON Z-MAX
CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND CONNECTORS
USED TOGETHER SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS
WITH HOT DIPPED MANGERS)
000 SHEATHING
ROOF SHEATHING: 7/I6" MINIMUM THICKNESS APA RATED PU-108
PERFORMANCE STANDARD, EDGE SEALED PANELS DESIGNED TO SPAN
24 INCHES EITHER PARALLEL OR PERPENDICULAR TO LONG AXIS OF
PANEL WITH 35 PSF LIVE LOAD. LAY UP WITH MINIMUM 1/8" CLEAR
BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6 INCHES ON
CENTER ALONG EDGES, AND 12 INCHES ON CENTER AT INTERMEDIATE
SUPPORTS. USE 101) COMMON NAILS, U.N.M. PROVIDE EXP-1 RATING.
FLOOR SHEATHING: 3/4' NOMINAL APA RATED PANELS, PP-108
PERFORMANCE STANDARD, NAILED AND GLUED. CONFORM TO IBC
IDENTIFICATION INDEX 40/20 FOR SUPPORTS TO 20 INCHES ON
CENTER. ADHESIVES ARE TO CONFORM TO APA SPECIFICATION AFG-01.
PROVIDE T&G EDGES AT LONG PANEL EDGES. LAY UP WITH MINIMUM
1/W CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6
INCHES ON CENTER AT END SUPPORTS AND 10 INCHES ON CENTER AT
INTERMEDIATE SUPPORTS. USE 10D COMMON NAILS. PROVIDE EXP-1
RATING,
WOOD SHEARWALL SHEATHING: PLYWOOD OR GEE APA RATED PRP-JOB
PERFORMANCE STANDARD PER IBC SU 23-2 OR 23-3 TYPE C-C OR C-D.
USE EXTERIOR ADHESIVES. USE 80 COMMON NAILS. PROVIDE EXP-I
RATING. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR
OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING
EQUAL IN SEE TO THE STUDDING. REFER TO SHEAR WALL SCHEDULE
FOR PANEL THICKNESS.
NAILING SPECIFICATIONS: CONFORM TO BBC SECTION 2304,10
"CONNECTIONS AND FASTENERS." UNO ON PLANS, NAILING PER TABLE
2304.10.1, AND FOR ROOF/FLOOR DIAPHRAGMS AND SHEARWALLS
SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL
NOT FRACTURE THE SURFACE OF SHEATHING. ALTERNATE NAILS MAY
BE USED BUT ARE SUBJECT TO REVIEW AND APPROVAL BY THE
STRUCTURAL ENGINEER. SUBSTITUTION OF STAPLES FOR THE NAILING
OF RATED SHEATHING IS SUBJECT TO RENEW BY THE STRUCTURAL
ENGINEER PRIOR TO CONSTRUCTION.
SHOP DRAWINGS AND SUBMITTALS
1. SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLES FOR REVIEW
FOR:
A) REINFORCING STEEL C)
GLU-LAMINATED BEAMS
B) MISCELLANEOUS STEEL D) PRE MANUFACTURED
WOODTRUSSES
2, SUBMIT 3 COPIES FOR REVIEW PRIOR TO FABRICATION FOR:
A) CONCRETE DESIGN MIX
B) CONCRETE INSERTS
C) EPDXY ADHESIVES
INSPECTIONS
1. REFERENCE STANDARDS: IBC 110.
INSPECTIONS ARE TO BE PERFORMED BY THE BUILDING OFFICIAL.
INSPECTIONS REQUIRED
ARE AS FOLLOWS:
I.I. SOIL: VERIFY SUBGRADE IS DRY DENSE AND DOES NOT HAVE
STANDING WATER PRIOR TO POURING FOOTINGS,
1.2. CONCRETE: INSPECTIONS REQUIRED ONLY FOR DESIGN MIXES
SPECIFIED GREATER THAN 2500 PSI. TAKE CONCRETE CYLINDERS
AS REQUIRED. VERIFY SLUMP AND STRENGTH.
1.3. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN
ACCORDANCE WITH APPROVED PLANS. CHECK MR REQUIRED
COVER, SIZE AND GRADE.
1A WOOD: DIAPHRAGM NAILING, BLOCKING AND HOLD-DOWN
CONNECTIONS.
ALTERNATES:
1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR
RENEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEW;
CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO
ADDITIONAL COST TO OWNER.
SETTLEMENT SHRINKAGE:
1. DUE TO CROSS GRAIN WOOD SHRINKAGE, THIS BUILDING IS EXPECTED
TO SETTLE APPROXIMATELY 3/8 INCH PER STORY. ALL PLUMBING AND
MECHANICAL DUCTS SHALL BE DESIGNED WITH FLEXIBLE JOINTS OR
OTHERS MEANS TO APPROPRIATELY ACCOMMODATE THIS NORMAL
SETTLEMENT. ALL INTERIOR AND EXTERIOR SHEATHING AND FINISHES
SHALL BE INSTALLED SUCH THAT NO DAMAGE WILL OCCUR. SHRINKAGE
IS EXPECTED IN THE DEPTH OF THE FLUOR PLATES AND NOT M THE
LENGTH OFTHE WALL MOS.
JOBSITE SAFETY:
1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR
COMPENSATED TO PROVIDE DEIGN AND/OR CONSTRUCTION REVIEW
SERVICES REIATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR
TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR
THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF
PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL
NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR
MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE
PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS,
SUPPLIERS OR THEIR EMPLOYEE, OR FOR ACCESS, VISITS, USE,
WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON.
ABBREVIATIONS
ArvCxOR IwLr
DS
DOWN SPOUT
PEE
POUNDS PER SQUARE FOOT
ABV
ABOVE
FA
EACH
PSI
POUNDS PER SQUARE INCH
AIR
ABOVE FINISH FLOOR
EF
EACH FACE
Pi
PRESSURE TREATED
A,
ALTERNATE
E
EXPANSION JOINT
RAF
RAFTER
ALUM
ALUMINUM
MY
ELEVATION
NET
REFERENCE
APPROX
APPROXIMATE
IN
EDGE NAILING (PANEL)
HINT
REINFORCEMENT
AYC
AJASKAN YELLOW CEDAR
FOR
ENGINEER OF RECORD
REQD
REQUIRED
BE
BOX BEAM
EQ
EQUAL
REQS
REQUIREMENTS
BF
BOTTOM FLUSH
ES
EACH Ful
SF
SQUAREFOOT
.LOG
BUILDING
EW
EACH WAY
SHTG
SHEATHING
BUNG
BM
BLOCKING
EXAM
FB
FIN
FLASH BEAM
FINISH
SIN
SIMILAR
BUT
BOTTOM
FL
FLOOR
SPF
SPRUCE PINE FIR
BP
BOTTOM MATE
REND
FLASHING
STD
STANDARD
.RG
BEARING
FND
WUNDATION
SYP
SOUTHERN YELLOW PINE
BTWN
BETWEEN
FP
FIREPLACE
T/
TOP OF
SENT
BASEMENT
R
FOOT
T/BM
TOP OF BEAM
BIW
BOTTOM OF WALL
E D
FOOTING
T/GONG
TOP OF CONCRETE
CANT
CANTILEVER
GA
GAUGE
T/FL
TOP OF PLATE
❑
CONTROLIOJNT
GALV
GALVANIZED
T/SLAB
TOP OF SLAB
CLG.
CEILING
GLB
GLIUM BEAM
T/Sr
TOP OF STEEL
N
CEILING JOIST
GR
GRADE
T/W
TOP OF WALL
CJA
CLEAR
GYP
GYPSUM WALL BOARD
TF
TOP FLUSH
CMU
CONCRETE MASONRY UNIT
HUG
HOT-DIPPE➢ GALVANJZID
TJ
TWPLEJOIST
COLS
COLUMN
NOR
HEADER
TP
TOP PLATE
CONC
CONCRETE
HF
HEM FIR
TYP
TYPICAL
CO
CONNECTION
HGT
HEIGHT
LINO
UNLESS NOTED OTHERWISE
CONST
CONSTRUCTION
HT
HEIGHT
UPA
UNDER POST ABOVE
COIN
CONTINUOUS
IN
INCH
UWA
UNDERWALLABOVE
C10.
CENTER
R
JOINT
VCR (V.C.6.)
VERTICAL CRUSH BLOCKING
OF
DF
DETAIL
DOUGLAS FUR (SOUTH)
MAX
MIN
MAXIMUM
MINIMUM
VERT
VERTICAL
DR
DIM
DOWIAS MR LARCH
DIMENSION
MISC
MISCELLANEOUS
OF
W/
VERITY IN FIELD
WITH
01
OOUBE JOIST
NE
NON -BEARING
WC
WESTERN CEDAR
DIA
DIAMETER
NO
NUMBER
µP
WATERPROOF
ON
DOWN
OQ
ON CENTER
RASP
WOOD STRUCTURAL PANEL
Pl.PLATE
WWF
WELDED WIRE FABRIC
THIS PAGE RELEASED FOR CONS7RUCTON
cUTY APP0. SITE AT ALL
TIMESPT Ox THE JOB
06/19/2026 1:00:59 PM
BY. KELLY TAFT TSBPE. 1-3971
L 0-
FELS FIRM # 19143
CONTACT: AUAKSEI
PATSEVICH, PE
(214) 625-2819
APATSEVICH T� L120ENGINEERING.COM
P.O. BOX 1447
GRAPEVINE, TX 76099
W
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006
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839 E WORTH ST
GRAPEVINE, TX
PRG1L{T IJUFIPR
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FIRST STORY CEILING FRAMING PLAN
THIS PAGE RELE=GNSTRUCTION
11.Appx SHMA,9�117TINTNEIll
06/19/2026 10137 PM
BY: KELLY TAFT TSBPE: 1-3971
ALL CHANGES MUST BE APPROVED.
SECOND STORY CEILING FRAMING PLAN
FRAMING NOTES
I. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET quAKssI PATssvlcH
5-1. .... ..
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH.
3. CEILING JOISTS 2X10 AND LARGER SHOULD HAVE IX4 \\1�
CONTINUOUS WOOD STRIP NAILED ACROSS THE JOISTS @ IIA'
DO MAX.
6. ALL BEAMS SHALL BE SUPPORTED BY MIN TWO STUDS BELOW
EACH END, UNLESS NOTED OTHERWISE ON PLAN. ALL BEAMS PEELS FIRM # 19143
SHALL BE FRAMED FLUSH WITH JOISTS UNO.'DROPPED BEAM' CONTACT: AUAKSEI
OR "DB" INDICATES T/BEAM EQUAL B/101STS. 'TOP FLUSH" OR PATSEVICH, PE
'TF' INDICATES T/BEAM EQUAL T/301STS AND B/BEAM (214) 625-2819
EXTENDING BELOW B/JOISTS. "BOTTOM FLUSH" OR 'BF' APATSEVICH @
---- '- INDICATES B/BEAM EQUAL B/JOISTS AND T/BEAM EXTENDING L120ENGINEERING.COM
ABOVE T/JOISTS, P.O. BOX 1447
7. STUD QUANTITIES, POST SIZE, HOSDOWN, AND SHEARWALL GRAPEVINE, TX 76099
REQUIREMENTS PER WALL FRAMING AND SMEARWALL PLAN.
ABOVE THE FLOOR FRAMING SHALL BE BLOCKED WITHIN THE FLOOR DEPTH ("VERTICAL GRAIN BLKW, "VERTICAL w
----- CRUSH BUCG", OR 'VCB"). BLOCKING WIDTH SHALL MATCH Q w
-- WIDTH OF POST OR BUNDLED STUDS ABOVE AND EXTEND FULL
FLOOR DEPTH.
9, HORIZONTAL STRAPS INDICATED ON FRAMING PLANS SHALL BE W a
CENTERED OVER THE TOP PLATE SPLICE, BEAM, OR BLOCKING, Z p
UNO. STRAP LENGTH PER PLAN. (� F
10. ALL TIES AND HANGERS TO BE MANUFACTURED BY SIMPSON Z W
_—_—_ STRONG -TIE INSTALLATION PER MANUFACTURER'S i - RECOMMENDATIONS, ALTERNATIVE SOLUTIONS SHALL BE Z
SUBMITTED TO FOR FOR APPROVAL PRIOR TO INSTALLATION. 0 O w
REFER TO TYPICAL HANGER SCHEDULE FOR HANGER SIZE LINO J
ON PLAN OR DETAILS.
---- 11. EACH PLY OF ALL ZX MULTI -PLY BEAMS TO BE CONNECTED WITH
MINIMUM (2) ROWS OF 16d NAILS AT 6" O.C. STAGGERED. FOR 11
ENGINEERED LUMBER NAILING REF APPROPRIATE DETAIL
_r
-- -- 12, ENGINEERED JOISTS AND TRUSSES TO BE DESIGNED BY
OTHERS. REFER TO STRUCTURAL GENERAL NOTES FOR
__ -_-_ SUBMITTAL INFORMATION, AND DESIGN CRITERIA.
13. FIRE -PROOFING AND MOISTURE -PROOFING REQUIREMENTS BY
OTHERS.
FRAMING LEGEND
-- 9=0_ STEEL BEAM (EXAMPLE)
-GIRDERTRUSS
2X12 _ WOOD BEAM
- - --- _ C516
ROOF FRAMING PLAN
- SIMPSDN STRAP
o - LOW ROOF
F-- -WOOD JOIST
�- HANGER AS REQ'D
- DETAIL CA -UT PER PLAN
(EX: DETAIL'I' ON SHEET SD-1"I
BRACE
839 E WORTH ST
_ROOF
HIGH END
GRAPEVINE, TX
-LOW END
S26121
AP
04/01/2026
24X36 SHEET: 1/4'= 1'-O"
FIRST STORY WALL BRACING PLAN
FIRST STORY WALL BRACING PLAN
WALL FRAMING AND SHEAR
WALL NOTES
1. GENERAL STRUCTURAL NOTES AND ABBREVIATIONS PER SHEET S-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 l6d @ 6"0,C. STAGGERED.
5. EXTERIOR WALL STUDS SHALL BE 2X6 @ I6'O.C. (<10'), 2X6 @
12"O.C. (>10') UNO. INTERIOR BEARING WALL STUDS SHALL BE 2X4 @
16'O.C. UNO. ALL INTERIOR NOWBEARING WALLS TO BE FRAMED MIN
0.26' UNDER FLOOR SYSTEM.
6. PROVIDE ONE KING STUD AND ONE JACK STUD MINIMUM AT EVERY
HEADER UNO. JACK STUDS SHOULD BE CONTINUOUS TO THE
FOUNDATION AND SHALL HAVE VERTICAL CRUSH BLOCKING W[HTJN
THE FLOOR FRAMING DEPTH MATCHING THE WIDTH OF JACK STUDS.
7. SHEARWALL SHEATHING AND NAILING REQUIREMENTS PER
SHEARWALL SCHEDULE. ALL EXTERIOR WALLS SHALL BE TYPE SW6
ENO.
8, ALL SHEATHING PANEL EDGES TO OCCUR OVER STUDS, PLATES, RIMS
OR HORIZONTAL BLOCKING, PANEL EDGE NAILING PER SHEARWALL
SCHEDULE (6"O.C. MAX), FIELD NAILING AT 12' O.C. UNO.
9. PROVIDE MIN TWO ZX STUDS AT EACH END OF SHEARWALL UNO.
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 NAMING.
10. SHEARWALL PANEL EDGE STUDS INDICATE THE MINIMUM STUD WIDTH
AT ABUTTING PANEL EDGES. TWO IN STUDS ARE AN ACCEPTABLE
ALTERNATE FOR 3X STUDS. TWO 2X STUDS ARE TO BE NAILED
TOGETHER WITH Two ROWS EOd NAILS AT 6' O.0 (,I"O.C. @ SW2 AND
2W2). AT DOUBLE SIDED SHEARWALLS VERTICAL PANEL EDGES TO BE
STAGGERED ON OPPOSITE SIDES OF THE WALL EXCEPT END OF
SHEARWALL.
11. L74INSTAUED OVER PLYWOOD SHALL USE Bd COMMON NAILS (.1310
X 2.5") LTP4 INSTALLED DIRECTLY AGAINST FRAMING MAY USE Rd
SHORT (.131X 1.5") RED INSTALLED DIRECTLY AGAINST FRAMING USE
SOd SHORT (.148X 1.5").
12. WINDOW STRAP INDICATES THAT A WINDOW 15 INCORPORATED
WITHIN THE SHEAR WALL REFER TO FORCE -TRANSFER AROUND
OPENING DETAIL FOR FRAMING REQUIREMENTS.
13. STHO HOLDOWNS ARE DIMENSIONED TO CENTER OF STRAP. HDU/HD
HOEDOWNS ARE DIMENSIONED TO CENTER OF ANCHOR BOLT.
14 SILL ANCHOR BOLTS (]-BOLTS) SHALL BE ASTM F1554 (36KSI) HUG,
ASTM A307 (36KSI) HDG OR SIM. ANCHOR BOLTS TO BE 5/8"0 X 7"
MIN EMBEDMENT, SPACING PER SHEARWALL SCHEDULE (72" O.C.
MAX).
15. ALL HANGERS TO BE MANUFACTURED BY SIMPSON STRONG -TIE.
INSTALLATION PER MANUFACTURERS RECOMMENDATIONS.
ALTERNATIVE SOLUTIONS SHALL BE SUBMITTED TO BOR FOR
APPROVAL PRIOR TO INSTALLATION. REFER TO TYPICAL HANGER
SCHEDULE FOR HANGER SIZE UNO ON PLAN OR DETAILS.
16 FIRE -PROOFING AND MOISTURE-PROGFING REQUIREMENTS BY
OTHERS.
WALL FRAMING AND SHEATHING LEGEND
\S�
p (STHD/MST/HW/HO,OTYP)
XK
*] -INDICATES THE NUMBER OF KING AND]ACK STUDS
•���• -INDICATES SHEARWALL LOCATION(SW# - SHEAR WALL MARK)
C516 . SIMPSON STRAP (EXAMPLE)
[[ 2012 -WOOD HEADER
- HANGER AS REQ'D
SW6 - SHEAR WALL CALLOUTREFER TO SHEARWALL SCHEDULE
9•011•. - STEEL SEAM (EXAMPLE)
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PELS FIRM # 19143
CONIAM AUAKSEI
PATSEVICH, PE
(214) 625-2819
APATSEVICH IS L120ENGINEERING.COM
P.O. BO% 107
GR UIP INE, T% 76099
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839 E WORTH SEE
GRAPEVINE, TX
PRGIECT MIPIRE,
S26121
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04/01/2026
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