HomeMy WebLinkAboutSFADD2025-004429RECEIVED: 11/17/2025
�p� 25-004429 DATE Old ISSUANCE:
111111 L'i IN ' 3224 FANNIN LN
ENCLOSING PATIO FOR INTERIOR LIVING SPACE F'EII,'v:IT#: 25-004429
t BUILDING PERMIT APPLICATION ELECTRONIC REVIEW
(Pt EASE t RIN'r l,KC.lBt,Y—COM .ETP EYtIRE FORM)
JOB ADDRESS: -),J �I fiA Al L-G(e, SUITE # _
LOT: BLOCK: SUBDIVISION:
BUILDING CONTRACTOR (company name): t] P(a ant
CURRENT MAILING ADDRESS:'3 W . �1P� A
C'ITYISTATE/2IP: _C1�, IC► PHc # - �' �.t� Fnz # (1��
PROPERTY OWNER:2
CURRENT MAILING ADDRESS:
CITY/STATEIZIP: JA
Q•let PHONE NUMBER:"
PROJECT VALUE: $it C, , ECG FIRE SPRINKLERED? YES NO
WHAT TRADES WILL BE NEEDED? (Checkones that apply) ELECTRIC V PLUMBING MECHANICAL
DESCRIPTION OF WORK TO BE DONE:
USE OF BUILDING OR STRUCTURE: t V
NAME OF BUSINESS: ''
Total Square Footage under roof `6 _ ais Square Footage of alteration/addidon: r_
O 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)
❑ 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)
O I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements oftbe Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDDiGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all wort 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 lastumee of
this permit does not grant or authodu any violation of any rode or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBUM BY THE CITY, AND THAT THE
DESIGN PROFESSIONALOWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND
OR FEDERAL AGEN (S).
PRINT NAME: _ ., C Ol1C P%� SIGNATURE
PHONE #: -6574N EMAIL: .r
CHECK BOX IF PREFERRED TO BE COti ACTED BY E-MA
Tiff. FOULOWING is TO BE COMPLETgA BY THE BUILDING INSPECTION DEPARTMLhT _
Construction Type; ' R Permit Valuation: $ Setbacks Approval to Issue
Occupancy Group: -3 Fire Sprinkler: YES _ NO Front: Electrical
Division: Building; Depth.: Left: Plumbing aC
Zoning:-12.-5-1 Building Width: Rear; Mechanical ✓
Occupancy Load: Grease Trap Right: I Hood X I
Plan Review Approva Date: I Building Permit Fee:
I Site Plan Approval: Date; flan Review Fee:
Fire Department: Date: I Lot Drainage Fee:
Public Works Department: Date: I Sewer Availability Rate:
Health Department: Date; I Water Availability Rate:
Approved for Permit: Date: Total Fees:
Lot Drainage Submitted: Approved: ' Total Amount Due: DD
P.Q00X05W4.arx,e=0M4roaaos ono vmorr+vRsr�no v
naac,aa:+ .
City of Grapevine Building - Residential
PO Box 95104 Addition
Grapevine, Texas 76099
817) 410-3166 Project # 25-004429
Project Description: Alterations to exterior and interior with
moving the exterior wall out to open up the interior living space.
[ELECTRONIC REVIEW]
Issued on: 12/15/2025 at 11:38 AM
ADDRESS
3224 Fannin Ln.
Grapevine, TX 76051
LEGAL
Cannon Homestead
Addition Blk 2 Lot 14
A14
S220 2
*07888295*
PERMIT HOLDER
Neel Dotson
Windsor Pro Contracting
(972) 740-7104
COLLABORATORS
• Neel Dotson
Windsor Pro
Contracting
(972) 740-7104
OWNERS
• Mark Richards
INSPECTIONS
1. Building Framing
2. Building Bracing / Sheathing
INFORMATION FIELDS
"*APPLICANT NAME (Individual)
**APPLICANT PHONE NUMBER
APPLICANT E-MAIL
VALUATION
Square Footage
* CONSTRUCTION TYPE
* OCCUPANCY GROUP
ENGINEERED REPORT -
STRUCTURAL (City Use Only)
* ZONING DISTRICT
APPROVED TO ISSUE ELECTRIC
APPROVED TO ISSUE MECHANICAL
3
3. Building Final
Bobby Pairett
972-814-0523
60000
180
VB
R-3
new doc 25-11-17 13.48.12.pdf, 3224
FANNIN LN PERMIT SET.pdf
R-12.5
YES
YES
FEE TOTAL
Building Permit Fee, R-3 $ 180.00
(Addition) SF
TOTALS $ 180.00
READ AND SIGN
PAID
DUE
$ 180.00
$ 180.00
$ 180.00
$ 0.00
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
Page 1/2
MYGOV.US 25-004429, 12/15/2025 at 11:38 AM Issued by: Courtney Cogburn
STRUCTURAL
LEV ENGINEERING
JORDAN@LEVENGINEERING.COM
MR. JORDAN REY
GENERAL CONTRACTOR
WINDSOR PRO CONTRACTING
BOBBY@WINDSORPROCONTRACTING.COM
MR. BOBBY PAIRETT
ARCHITECT
REY ARCHITECT
LEVI@REYARCHITECT.COM
MR. LEVI REY
PROJECT AREA
PROJECT
NORTH
PROJECT AREA
PROJECT
NORTH
VA
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FANNIN LANE
EXISTING RESIDENCE
AREA OF WORK
N
0 40'60'80'20'
Graphic Scale: 1 inch = 20 feet
A111 4
SHEET TITLE:
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Author
LREY
LREY
Agency Review ID:
Issue Date/ Description:
3224 RESIDENCE3224 FANNIN LN
GRAPEVINE TX 76092
WINDSOR PRO CONRACTING
SITE MAP
VICINITY MAP
DRAWING LIST
1" = 20'-0"G001
1 SITE PLAN
SHEET NO SHEET NAME
GENERAL
G001 COVER SHEET
ARCHITECTURAL
A031 DEMOLITION PLANS
A111 FLOOR PLANS + ELEVATION
STRUCTURAL
S1 FRAMING PLANS
S2 GENERAL NOTES
S3 FRAMING DETAILS
NO.DATE DESCRIPTION BY
A111
3
NOT IN SCOPE
EXTERIOR WALL AND WINDOWS
TO BE REMOVED
EXISTING WINDOWS TO REMAIN
0
0
5
A111
DEMO AND REPLACE WITH
RAILING
A111 4
5
A111
SHEET TITLE:
SHEET NO.PROJ. NO.
DRAWN BY:
PROJECT ARCHITECT:
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SHEET ISSUE:
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LREY
LREY
1/4" = 1'-0"A031
1 LEVEL 01 - DEMO PLAN
1/4" = 1'-0"A031
2 LEVEL 02 - DEMO PLAN
NO.DATE DESCRIPTION BY
0 12/03/202
5
PERMIT RE-ISSUE
NEW CASED OPENING
7' HEAD HEIGHT
3
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9
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ALIGN
NOT IN SCOPE
MATCH NEW FINISH FLOOR
ELEVATION WITH EXISTING ELEVATION.
OWNER TO SPECIFY MATERIAL
CEILING TO MATCH EXISTING HEIGHT
AND FINISH.
VERIFY
14' - 1 1/16"
LIGHTING TO TIE
INTO EXISTING WIRING
9070 SLIDING
DOOR SYSTEM
0
EXISTING WINDOWS TO REMAIN
5
A111
NEW
RAILING TO
MATCH EXISTING
OPEN
TO BELOW
A111 4
NEW
RAILING TO
MATCH EXISTING
5
A111
LEVEL 010' - 0"
LEVEL 0211' - 0"
ROOF22' - 0"
NOT IN SCOPE
EXISTING ROOF TO REMAIN
ON NEW WALL PLANE.
9060
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NEW BRICK EXTERIOR WALL.
NEW FINISH TO MATCH EXISTING
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2X6 STUD. 16" O.C
R-13 INSUL.
SOFFIT W/ VENTS 6' O.C
BRICK/STONE
SELECTED BY OWNER
1/2" SHEATHING
RESIDENTIAL TYVEK
MEMBRANE
BRICK TIES EVERY 30" HORIZ.
AND 20" VERTICALLY.
WEEP HOLE 24" O.C
AIR SPACE
FRIEZE BOARD
SHEET TITLE:
SHEET NO.PROJ. NO.
DRAWN BY:
PROJECT ARCHITECT:
PRINCIPAL IN CHARGE:
SHEET ISSUE:
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LREY
LREY
1/4" = 1'-0"A111
1 LEVEL 01 - ANNOTATION PLAN
1/4" = 1'-0"A111
2 LEVEL 02 - ANNOTATION PLAN
3/16" = 1'-0"A111
3 NORTH ELEVATION
NO.DATE DESCRIPTION BY
0 12/03/202
5
PERMIT RE-ISSUE
3/8" = 1'-0"A111
4 ELEVATION - RAILING
0
1/2" = 1'-0"A111
5 SECTION - NEW WALL
0
1300
RO Size = 108 1/4" x 72 1/4"Unit Size = 107 1/2" x 71 1/2"
None Assigned $2,202.90Fixed - Fixed - Fixed
Mull: Factory Mulled, Nonreinforced Join - Factory Assembled Vertical Priority Ribbon Mull, 1/2" Fiberglass Non Reinforced
Material
100REC3060-3, Unit, 100 Series Picture/Transom-PWTR, 1 3/8" Setback, Black Exterior Frame, w/Black Interior Frame, Fixed,
Dual Pane Low-E SmartSun Standard Argon Fill Black Glass / Grille Spacer
$2,202.90
Unit # U-Factor SHGC
----------------------------------------
A1 0.27 0.22
B1 0.27 0.22
C1 0.27 0.22
ENERGY STAR
-------------------
YES
DOOR D100 SPECFICATION
OPEN
TO ABOVE
(2) 1-3/4"x11-7/8"x15' 2.0E LVL
SET BEAM AT 2nd
STORY CEILING
(2)2x4 SYP NO. 2 POST (2)2x4 SYP NO. 2 POST
(2) 1-3/4"x11-7/8"x15' 2.0E LVL
(2) KING STUDS
(2) JACK STUDS
(TYP)
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HANGER FLOOR
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BEAM
HANGER FLOOR JOISTS
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(2)1-3/4"x11-7/8"x15' 2.0E LVL HEADER OVER
NEW 2nd STORY WINDOWS, SUPPORTING NEW
EXTERIOR WALL BRICK W/L8x4x1/2
(2)1-3/4"x11-7/8"x15' 2.0E
LVL OVER SLIDER DOORS
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(3)2x4 SYP NO. 2 POST
(3)2x4 SYP NO. 2 POST
DATE:
PROJECT #: LENG25-123
REVISION
1
2
3
4
5
6
DATE
DRAWN BY:
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
JORDAN M REY, PE 117211 ON 11/14/2025
JORDAN M REY
117211
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PROJECT
LEV ENGINEERING LLC
2805 LINDALE DRIVE
CARROLLTON, TX 75010
TBPE ENGINEERING FIRM F-24377
Engineering
3224 FANNIN LANE
GRAPEVINE, TEXAS 76092
FRAMING PLAN
S1
FIRST STORY BEAMS FOR WALL REMOVAL
1/4"=1'-0"
1
1
2nd STORY BEAM FOR WALL REMOVAL
1/4"=1'-0"
2
NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH TEH 2021
INTERNATIONAL RESIDENTIAL CODE, AS ADOPTED BY THE
CITY.
2.CONTRACTOR SHALL SUPPORT EXISTING FRAMING DURING
WALL REMOVAL AND BEAM INSTALLATION.
GENERAL NOTES - I
APPLICABLE DESIGN CODES
THESE PLANS ARE IN COMPLIANCE WITH ALL PERTAINING SECTIONS OF THE
FOLLOWING CODES WITH THEIR APPLICABLE SUPPLEMENTS.
1.INTERNATIONAL RESIDENTIAL CODE (IRC) 2021
2.ENGINEERED WOOD ASSOCIATION (APA)LATEST
3.AMERICAN WOOD COUNCIL (AWC) 2021
4.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 14th EDITION
5.AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 07-16
WIND FORCE RESISTING SYSTEM (SHEAR WALLS)
UNLESS NOTED OTHERWISE ON PLANS
BRACING METHOD - PRESCRIPTIVE (IRC) SECTION R602.10
WIND VELOCITY 115mph 3second GUST
EXPOSURE C
RISK CATEGORY II
STANDARD LOADING (LIGHT WOOD FRAME)
SPECIAL LOADING CONDITIONS MAY BE IMPLEMENTED
WHERE REQUIRED. LIVE LOAD REDUCTIONS ARE
IN STRICT ACCORDANCE WITH MENTIONED CODES.
ROOFING (COMP - METAL)20psf LL / 10psf DL
ROOFING (CLAY TILE)20psf LL / 20psf DL
SNOW LOADING +5psf LL
RAFTER MAXIMUM Δ=L / 180
CEILING (NO ATTIC)10psf LL / 5 psf DL
CEILING (LIMITED ATTIC)20psf LL / 10psf DL
CATHEDRAL CEILING +5psf DL
JOIST MAXIMUM Δ=L / 240
FLOOR (LIVING)40psf LL / 12psf DL
BALCONIES & DECKS 60psf LL / 10psf DL
BEAM MAXIMUM Δ=L / 360
EXTERIOR WALLS (w/ SIDING)10psf DL
EXTERIOR WALLS (w/ STUCCO)15psf DL
DEAD LOADS INCLUDE STUD WALL SELF WEIGHT
STUD MAXIMUM Δ=L / 360
MASONRY (BRICK)35psf DL
MASONRY (STONE)45psf DL
BEAM MAXIMUM Δ=L / 600 or 1/4"
GENERAL NOTES - II
CONTRACTOR COORDINATION
1.THE SCOPE OF THESE PLANS ARE TO ESTABLISH THE STRUCTURAL MEMBER
SIZES THAT MEET MINIMUM (IRC) CODE COMPLIANCE. LOCAL CODE AMENDMENTS
THAT REQUIRE ABOVE MINIMUM OF THAT SET FROM THE (IRC) SHALL BE
BROUGHT TO THE ATTENTION OF THE (EOR) PRIOR TO DESIGN. (EOR) DOES NOT
TAKE RESPONSIBILITY FOR FIT AND FINISH OF ARCHITECTURAL DIMENSIONS,
MECHANICAL, ELECTRICAL AND PLUMBING ASSEMBLIES.
2.IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW FOR ANY CONFLICTS PRIOR
TO CONSTRUCTION OF ALL ARCHITECTURAL AND ENGINEERED PLANS. ANY AND
ALL CONFLICTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT OF
RECORD (AOR) AND / OR THE ENGINEER OF RECORD (EOR) BEFORE PROCEEDING.
FAILURE TO PROPERLY COORDINATE ANY ISSUES PRIOR TO WORK SHALL
THEREFORE BE THE CONTRACTORS RESPONSIBILITY FOR ALL COSTS
ASSOCIATED OF ANY CORRECTIONS OR REVISIONS THAT MAY RESULT.
3.ALL PROCEDURES, SEQUENCES AND METHODS OF CONSTRUCTION ARE SOLELY
OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE TO CONFORM TO
THE SAFETY STANDARDS SET FORTH FROM THE OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA) FOR RESIDENTIAL CONSTRUCTION AND SHALL
TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY
OF THE STRUCTURE IN ALL STAGES.
4.CONTRACTOR SHALL RECEIVE APPROVAL FOR ANY SUBSTITUTIONS OF
MATERIALS ON STRUCTURAL MEMBERS BY THE (EOR).
5.EXISTING CONDITIONS FOR REMODELS ARE TO BE VERIFIED BY CONTRACTOR
AND COORDINATED WITH (EOR) PRIOR TO DESIGN.
GENERAL NOTES - V
MATERIAL GRADES
A. LUMBER
1.ALL WOOD FRAMED LOAD SUPPORTING MEMBERS SHALL BE SOUTHERN YELLOW
PINE (SYP) #2 GRADE MINIMUM WITH A MOISTURE CONTENT OF 19% OR LESS AND
HAVE GRADE STAMPS VISIBLE AT TIME OF INSPECTION.
2.APPROVED END JOINTED LUMBER CAN BE INTERCHANGEABLE WITH MATCHING
GRADE AND SPECIES FOR FRAMING MEMBERS UNLESS NOTED OTHERWISE.
3.EXPOSED MEMBERS TO THE ELEMENTS OR DIRECTLY BEARING ON CONCRETE
SLAB SHALL BE PRESSURE TREATED.
B. STEEL
1.STEEL FABRICATION AND CONSTRUCTION SHALL BE PERFORMED BY A CERTIFIED
WELDER WITH D1.1 CERTIFICATION OF THE AMERICAN WELDING SOCIETY (AWS)
AND COMPLY WITH THE STANDARDS OF THE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION (AISC).
2.ALL STRUCTURAL STEEL SHALL CONFORM WITH THE CLASSIFICATIONS SET FROM
THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM).
ANCHOR BOLTS & 90° BENT BOLTS (ASTM) F1554 GRADE 36
HEADED CONCRETE ANCHORS (HCA)(ASTM) A108 GRADES C-1010 - C-1020
HIGH STRENGTH BOLTS (ASTM) A307
ALL THREADED RODS (ATR)(ASTM) F1554 GRADE 36
WIDE FLANGE (W)(ASTM) A992
HOLLOW STRUCTURAL SECTION (HSS)(ASTM) A500 GRADE B
FLAT BAR & STEEL ANGLE (∠)(ASTM) A36
C. ENGINEERED PRODUCTS
1.ALL ORIENTED STRAND BOARD (OSB) AND PLYWOOD SHALL BE CERTIFIED AND
RATED BY THE ENGINEERED WOOD ASSOCIATION (APA) AND INSTALLED WITH
MINIMUM THICKNESS PER APPLICATION.
2.ALL ENGINEERED STRUCTURAL INSULATED SHEATHING (SIS) SHALL BE CODE
COMPLIANT AND HAVE EQUIVALENT CAPACITIES WITH THE MINIMUM (IRC)
REQUIREMENTS PER APPLICATION.
3.ALL ENGINEERED WOOD PRODUCT FLOOR JOISTS ( I-JOISTS ) SHALL BE
INSTALLED PER SPECIFIC MANUFACTURES REQUIREMENTS.
4.ALL STRUCTURAL COMPOSITE LUMBER (SCL) / ENGINEERED BEAMS SHALL HAVE
THE MINIMUM DESIGN STRESSES AND EQUIVALENCIES PER TABLES BELOW.
GENERAL NOTES - III
WOOD CONNECTING HARDWARE
REFERENCE FASTENER SCHEDULE ON DT-2
1.REFER TO FASTENER SCHEDULE FOR SIZE, TYPE, METHOD AND AMOUNT OF
CONNECTING HARDWARE FOR WOOD MEMBERS.
2.REFER TO FACE MOUNT HANGER SCHEDULE FOR HANGERS NOT INDICATED ON
PLAN. ALL HANGERS MUST BE INSTALLED PRIOR TO LOADING AND FASTENED
WITH THE MAXIMUM ALLOWED FASTENERS PER MANUFACTURE.
3.ALL HARDWARE EXPOSED TO THE ELEMENTS SHALL HAVE THE MINIMUM
REQUIRED CORROSION RESISTANCE COATING INCLUDING NAILS, BOLTS, NUTS
WASHERS, POST BASES, POST CAPS, UPLIFT TIES AND JOIST / BEAM HANGERS.
4.STEEL COMMON NAILS, BOX NAILS OR PNEUMATIC DRIVEN COLLATED NAILS OF
EQUAL CAPACITIES ARE PERMITTED. FOR ALTERNATIVES SUCH AS STAPLES,
REFER TO TABLE R602.3(2) OF THE (IRC) FOR MINIMUM REQUIREMENTS.
1.5E OR ABOVE
1.7E OR ABOVE
1.9E OR ABOVE
BOISE CASCADE 1.7E LVL
TRUS JOIST 1.55E LSL
ROSEBURG 1.5E LVL
LOUSIANNA PACIFIC 1.55E LSL
BOISE CASCADE 1.7E LVL
TRUS JOIST 1.7E LSL
ROSEBURG 2.0E LVL
LOUSIANNA PACIFIC 1.75E LSL
BOISE CASCADE 2.0E LVL
TRUS JOIST 1.9E LVL
ROSEBURG 2.0E LVL
LOUSIANNA PACIFIC 2.0E LVL
LAMINATED STRAND LUMBER 900 psi
LAMINATED VENEER LUMBER
COMPRESSION
PERPENDICULAR
TO GRAIN
(Fcp)
750 psi
HORIZONTAL
SHEAR
PARALLEL
TO GRAIN (Fv)
310 psi
285 psi
MODULUS OF
ELASTICITY (E)
1.55 x 106
2.0 x 106
(LSL)
(LVL)
EXCERPTED FROM #TJ-9000 SPECIFIERS GUIDE. WEYERHAEUSER NR.
MEMBER ORIENTATION
BEAM
STRUCTURAL COMPOSITE LUMBER (SCL) MINIMUM DESIGN STRESSES
STRUCTURAL COMPOSITE LUMBER
(SCL) EQUIVALENCIES
GENERAL NOTES - IV
CONSTRUCTION
EXCERPTS FROM THE (IRC) AND
(AWC) - (WFCM) WOOD FRAME CONSTRUCTION MANUAL.
A.ROOF
(IRC) SECTION R802, R803
1.REFER TO ARCHITECTURAL PLANS FOR RISE AND RUN OF SLOPED MEMBERS.
2.ALL RIDGE BOARDS, HIPS AND VALLEY ROOF MEMBERS SHALL BE #2 GRADE SYP AND ONE NOMINAL SIZE
LARGER IN DEPTH THAN RAFTERS U.N.O.
3.ALL RAFTER SPLICES INDICATED ALONG ROOF MEMBERS MUST HAVE PURLIN SUPPORT. FOR DOVE OR ANGLE
CUT CONDITIONS, PROVIDE A 48"x7/16" OSB OR PLYWOOD SHEET ON EACH SIDE CENTERED, GLUED AND
NAILED WITH 8d COMMONS AT 6" GRID. WHERE SPLICES OCCUR AT RIDGES, HIPS AND VALLEYS PROVIDE AN
ADDITIONAL 24" 2x4 PLANK CENTERED UNDER SPLICE, GLUED AND NAILED AT BOTTOM OF MEMBERS.
OVERLAPPED CONDITIONS SHALL HAVE 12" MIN. EACH END, GLUED AND FACE NAILED WITH 10d COMMONS AT
3" GRID.
4.PURLIN SUPPORTS SHALL MATCH SIZE THAT OF RAFTERS INDICATED ON PLAN WITH STRUT BRACES SPACED
AT 48" O.C. MAX.
5.RAFTERS ARE ASSUMED TO BE FASTENED TO TOP PLATE AND SIDES OF CEILING JOISTS. PROVIDE COLLAR
TIES OR SOME OTHER METHOD OF RESISTING OUT-THRUST WHERE CEILING JOISTS RUN PERPENDICULAR AND
NOT CONNECTED TO RAFTERS.
6.NOTCHES AND BORE CUTS SHALL NOT EXCEED THAT OF CEILING AND FLOOR MEMBERS.
7.ROOF SHEATHING SHALL BE MINIMUM 7/16" EXPOSURE 1 TONGUE AND GROOVE OSB OR PLYWOOD WITH 24/16
SPAN RATING NAILED PER FASTENING SCHEDULE.
B.CEILING
(IRC) SECTION R302, R702.3, R802.5, R807
(AWC) - (WFCM) SECTION 3
1.REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS.
2.NOTCHES OR BORE CUTS SHALL NOT EXCEED THAT OF (IRC) R502.8 FOR DIMENSIONAL LUMBER. CUTS FOR
ENGINEERED (SCL) SHALL BE LIMITED TO THAT OF SPECIFIC MANUFACTURE.
3.SLOPED TAPER CUTS FOR CEILING JOIST OR LOAD BEARING BEAMS ATTACHED TO RAFTERS SHALL NOT
EXCEED THAT OF (IRC). TAPER CUTS AT TOP EDGES SHALL NOT EXCEED 1/3 OF MEMBER DEPTH.
4.LIMITED ATTIC STORAGE ACCESS LOCATION, OPENING AND VERTICAL HEIGHT ACCESSIBILITY SHALL BE IN
ACCORDANCE WITH SECTION R807 OF THE (IRC)
5.CEILING JOISTS SPANNING MORE THAN 4'-0" THAT TERMINATE TO SUPPORT BEAM SHALL BE INSTALLED USING
JOIST HANGERS.
6.SLOPED CEILING JOISTS AT VAULTS SHALL BEAR ON TOP PLATE OR TIED TO RAFTERS. FALSE FRAME /
FURR-DOWN FRAMING IS PERMITTED TO CREATE VAULTS
7.PARALLEL CEILING JOISTS AND BEAMS AT BEARING WALL SHALL BE LAPPED AND FULL DEPTH BLOCKED
WHERE JOISTS HAVE DEPTH TO THICKNESS RATIO GREATER THAN 5:1 AND ALONG WHERE BRACED WALLS ARE
INDICATED.
8.FLOAT BEAMS THAT ARE PARALLEL WITH JOISTS SHALL HAVE MINIMUM 1-1/2" HEIGHT ABOVE CEILING GYPSUM
BOARD WITH FULL BLOCKING AT BEARING ENDS. FLOAT BEAMS OVER JOISTS THAT ARE PERPENDICULAR
SHALL HAVE A BUILT-UP PONY WALL AT BEARING ENDS WITH BRIDGE BLOCKING. PROVIDE INTERMEDIATE
STRONG-BACK BLOCKING AT 8' SPAN INTERVALS WHERE JOIST SPAN EXCEEDS 10' AS REQUIRED.
9.DECORATIVE BEAMS ATTACHED TO CEILING WHERE JOISTS ARE PARALLEL, PROVIDE BLOCKING SPACED AT 36"
O.C.; WHERE JOISTS ARE PERPENDICULAR, PROVIDE BLOCKING SPACED EVERY OTHER JOIST SPACING.
BLOCKING SHALL BE DBL 2x12 AND FACE NAILED TO JOISTS EVENLY USING (10) 8d COMMONS. FASTEN TOP OF
DECORATIVE BEAMS TO BLOCKING USING (4) 6"x3/8"Ø LAG SCREWS EVENLY.
10.GYPSUM BOARD SHEATHING AT CEILINGS IN ALL COMMON AREAS SHALL BE MINIMUM 1/2" AND FASTENED PER
SCHEDULE. GARAGE AREAS SHALL BE IN ACCORDANCE WITH (IRC) R302.6
C.FLOOR
(IRC) SECTION R502, R507, R311.5, R311.7
1.FLOOR JOISTS OR TRUSSES SHALL NOT BE SPACED MORE THAN 24" O.C.; PROVIDE APPROVED BRIDGING OR
FULL DEPTH BLOCKING.
2.PROVIDE DOUBLE MEMBERS BENEATH ALL SECOND FLOOR NON-LOAD BEARING WALLS. U.N.O.
3.AT CANTILEVERED FLOOR SUPPORTING A BRACED WALL ABOVE, BLOCKING MUST BE SOLID AND FULL DEPTH
OF FLOOR. A MATCHING BAND / RIM BOARD SHALL BE INCLUDED WHERE CANTILEVER EXTENDS 24" BEYOND
WALL.
4.EXPOSED PATIO OR DECK FLOOR JOISTS SHALL BE PRESSURE TREATED #2 SYP 2x12 SAWN LUMBER U.N.O.
AND SPACED PER PLAN. SLOPE 1/4" PER 12" RISE MINIMUM. WHEN FLOOR SHEATHING IS REQUIRED, PROVIDE
MINIMUM 1/8" THICK MARINE GRADE PLYWOOD. BUILDER SHALL VERIFY DROP AND TRUSS DEPTH WITH
ARCHITECTURAL DOCUMENTS. ALL REQUIRED FLASHING, DRIP EDGE AND WATERPROOFING PER BUILDER.
REFER TO (IRC) FOR ADDITIONAL INFORMATION.
5.STAIRWAYS SHALL CONFORM TO (IRC) SECTION R311.7
D.WALLS
(IRC) SECTION R602, R602.10, R403.1.6, R703, R702.3.5
1.REFER TO ARCHITECTURAL PLANS FOR ALL STUD WALL SIZES U.N.O. ON PLANS.
2.TOP PLATE SHALL MATCH STUD SIZE AND DOUBLED WITH A OVERLAP AT CORNERS AND AT INTERSECTIONS
WITH BEARING PARTITIONS. JOINTS SHALL BE OFFSET AT LEAST 24" AND FASTENED TO BLOCKING AND NOT
OCCUR OVER STUD LOCATION.
3.EXTERIOR WALL SOLE PLATE ANCHORS SHALL BE INSTALLED WET-SET IN SLAB WITH 1/2"Ø 90° BENT BOLTS
AND 0.229"x3"x3" STEEL PLATE WASHER BETWEEN PLATE AND NUTS. BOLTS SHALL HAVE A 7" EMBED MINIMUM
AND SPACED ON CENTER AT 6'-0" MAXIMUM. INSTALL 12" MAXIMUM AT ENDS. APPROVED LOAD RATED WET-SET
EMBED STRAPS INSTALLED PER MANUFACTURE MAY SUBSTITUTE BOLTED HARDWARE.
4.INTERIOR BRACED WALLS SHALL HAVE 1/2"Ø SIMPSON TITEN HD ANCHOR BOLTS SPACED AT 4'-0" MAX. WITH A
MINIMUM OF (2) BOLTS PER PLATE SECTION WITH BOLT LOCATED AT 6" MAXIMUM FROM EACH END.
5.BALLOON WALLS SHALL BE MINIMUM 2x6 #2 SYP STUDS SPACED AT 16" O.C. MAXIMUM. STUDS AT WALL
HEIGHTS ABOVE 24'-1" SHALL BE SPACED AT 12" O.C. OR DOUBLED AT 16" O.C.; BLOCKING SHALL BE INSTALLED
THROUGHOUT AS REQUIRED.
6.ALL HEADERS AND BEAMS SHALL HAVE THE APPROPRIATE NUMBER OF JACK AND KING STUDS SUPPORTS.
7.STRUCTURAL PANELS LOCATED AT GABLE END EXTERIOR WALLS SHALL OVERLAP TOP PLATE AND EXTEND
OVER GABLE TO RAFTERS. LET-IN WOOD BRACING IS PERMITTED OVER GABLES FROM PLATE TO PLATE.
8.GYPSUM BOARD SHEATHING AT WALLS IN ALL COMMON AREAS SHALL BE MINIMUM 1/2" AND FASTENED PER
SCHEDULE. GARAGE AREAS SHALL BE IN ACCORDANCE WITH (IRC) R302.6
GENERAL NOTES - IV
CONSTRUCTION CONTINUED
EXCERPTS FROM THE (IRC) AND
(AWC) - (WFCM) WOOD FRAME CONSTRUCTION MANUAL.
E.MASONRY ATTACHMENTS
(IRC) SECTION R606, R703.8.2, R702.8.3
1.MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL ANGLE LINTELS
WITH ITS LONG LEG VERTICAL AND HAVE MINIMUM 8" BEARING AT EACH END.
2.STEEL ANGLE LINTELS SUPPORTING MASONRY ARE DESIGNED FOR SUPPORTING
NON-STRUCTURAL DEAD LOADS. ALL OTHER CONDITIONS SHALL BE VERIFIED.
3.MASONRY THAT REQUIRES SUPPORT AT A SLOPES GREATER THAN 6:12 SHALL
HAVE STEEL ANGLES WITH 3"x3"x1/4" WELDED AT 24" O.C.
DATE:
PROJECT #: LENG25-123
REVISION
1
2
3
4
5
6
DATE
DRAWN BY:
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
JORDAN M REY, PE 117211 ON 12/03/2025
JORDAN M REY
117211
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PROJECT
LEV ENGINEERING LLC
2805 LINDALE DRIVE
CARROLLTON, TX 75010
TBPE ENGINEERING FIRM F-24377
Engineering
3224 FANNIN LANE
GRAPEVINE, TEXAS 76092
GENERAL NOTES
S2
1
12.03.2025
LOAD BEARING HEADER SCHEDULE
MAXIMUM SPAN
ONE STORY TWO STORY
(2) 2x6 3'-11"2'-9"
(2) 2x8 5'-0"3'-6"
(2) 2x10 6'-1"4'-3"
(2) 2x12 7'-0"5'-0"
COUNT &
NAIL SIZE
(3) 10d / 3"x0.131"
GENERAL FASTENING SCHEDULE
TOE
NAILING
METHOD
RAFTER TO TOP PLATE
TOEBLOCKING MEMBERS AT TOP PLATE
SPACING &
LOCATION
EACH
RO
O
F
T-BACK STRUT BRACE PURLIN SUPPORT
HEIGHT BRACE
2x4
ATTACHMENT AT PURLIN
PLAN LENGTH
ATTACHMENT TO
BEAM OR WALL
10' MAX.
10'-1" - 16'
BRACET-BACK
SECTION
TOE NAIL STAGGERED
10d NAILS @ 16" O.C.
16'-1" to 24'
> 24'
2x6
2x6
2x8
T-BACK
2x4
2x4
2x6
2x6
PLAN VIEW
EXCERPTED FROM (IRC) TABLES R602.3(1), R602.3(2), R702.3 AND OF THE
(AWC) WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1.
COMMON & COLLATED NAILS INDICATED U.N.O.; REFER TO (IRC) OR (AWC) FOR
OTHER FASTENER TYPES AND BUILDING ELEMENTS NOT LISTED BELOW.
(4) 10d / 3"x0.131"
FACE / TOERAFTER TO 2x RIDGE BOARD (3) 10d / 3"x0.131"
FACE3/8"-1/2" SHEATHING TO RAFTERS EDGE 6", FIELD 6"8d / 2-3/8"x0.113"
COLLAR TIE TO RAFTER FACE (4) 10d / 3"x0.131"
JACK RAFTERS TO HIP TOE (4) 10d / 3"x0.131"
END (3) 16d / 3-1/2"x0.162"
EACH
EACH
EACH
EACH
EACH
DESCRIPTION
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CEILING JOIST TO PLATE TOE (3) 10d / 3"x0.131"EACH
CEILING JOIST LAP OVER WALL TOE (3) 10d / 3"x0.131"EACH
HEEL CUT RAFTER TO JOIST ON PLATE (IRC) SECTION & TABLE R802.5.2FACE
FL
O
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JOIST TO SOLE, TOP PLATE, GIRDER TOE (3) 10d / 3"x0.131"EACH
RIM, BAND JOIST OR BLOCKING TO
TOP PLATE
END 10d / 3"x0.131"16" O.C.
RAFTERS AT LEDGER STRIP END (4) 10d / 3"x0.131"EACH
RAFTER LEDGER STRIP TO WALL FACE
RIM, BAND JOIST TO FLOOR JOIST
EACH(3) 16d / 3-1/2"x0.162"
(4) 10d / 3"x0.131"END EACH
FLOOR DECKING 3/4" OR LESS 8d / 2-1/2"x0.131"FACE EDGE 6", FIELD 12"
SH
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MINIMUM NAIL STRUCTURAL
PANEL RATINGSIZEPENETRATION (IN.)
6d / 2"x0.113"1-1/2"24 / 0
STRUCTURAL
PANEL THICKNESS
3/8"
ALL STRUCTURAL PANELS TO BE FASTENED AT EDGE 6" AND FIELD 12". PROVIDE BLOCKING AS
REQUIRED. EXTERIOR WALL FASTENER SCHEDULE EXCERPTED FROM (IRC) TABLE R602.3(3).
MAXIMUM
STUD SPACING
16" O.C.
8d / 2"-1/2"x0.131"1-3/4"24 / 16 7/16"24" O.C.
FACE MOUNT HANGER SCHEDULE
MiTek SIMPSON
JUS26 LUS26
MANUFACTURE STOCK #MEMBER
JOIST OR BEAM
2x6, 2x8
JUS28 LUS282x10
JUS210 LUS2102x12
(2) 2x6, 2x8
(2) 2x10
(2) 2x12
JUS26-2 LUS26-2
JUS28-2 LUS28-2
JUS210-2 LUS210-2
(3) 2x6, 2x8
(3) 2x10
(3) 2x12
JUS26-3 LUS26-3
JUS28-3 LUS28-3
JUS210-3 LUS210-3
(2) 1-3/4"x11-1/4"THDH412 HGUS412
(2) 1-3/4"x14"-18"THDH414
(2) 1-3/4"x20"-24"SIMPSON HGU3.63-SDS
HGUS414
(3) 1-3/4"x11-1/4"
(3) 1-3/4"x14"-18"
(3) 1-3/4"x20"-24"
HGUS5.50/12THDH612
SIMPSON HGU5.50-SDS
(4) 1-3/4"x11-1/4"
(4) 1-3/4"x14"-18"
(4) 1-3/4"x20"-24"
SIMPSON HGU7.00-SDS
HARDWARE INDICATED ON PLANS
PRECEDES THOSE OF THIS LIST.
REFER TO SPECIFIC MANUFACTURE
FOR DETAILS ON OTHER MOUNTING
TYPES, SKEWS AND SLOPES.
EXCERPTED FROM MiTek-USP NATIONAL
COMPARISON GUIDE 56th EDITION
PROVIDE A 7/16" OSB SPACER BETWEEN
PLYS. (2) JACK STUD SUPPORTS
REQUIRED AT EACH END U.N.O.
1/2" GYPSUM BOARD AT
CEILING OR WALL
5d COOLERFACE EDGE 7", FIELD 7"
1-1/4" No. 6 TYPE 'S' or 'W' SCREW EDGE & FIELD 12"
SECURE ADJOINING
RAFTERS AT RIDGES
AND HIPS WITH CS20
W/8" LAP AT EACH
RAFTER LOCATION.
MIN. 2x6 COLLAR TIE
SPACED AT 48" MAX.
U.N.O. AND FASTENED
PER TABLE. TIES SHALL
BE LOCATED IN UPPER
13 OF ATTIC SPACE.
RIDGE STRAP OR COLLAR TIE DETAIL
1
2"Øx3.5" LAG SCREWS
R
A
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TOP PLATE TO
STUD CONNECTION
TYP. RAISED PLATE WOOD RAFTER TIE
CEILING JOISTS PARALLEL WITH ROOF RAFTERS
SIZE AND SPACING
PER PLAN
PONY WALL
HEIGHT
TOP PLATE
HEIGHT
IN
T
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W
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MIN. (6) 10d FACENAILED
TO RAFTER AND JOISTS 3
0
°
-
4
5
°
CEILING JOISTS
SIZE AND SPACING
PER PLAN
JOIST TO PLATE
CONNECTION
TYP. CEILING FURR-DOWN TREATMENT
INSTALL SHEATHING
BEFORE LEDGER
BOARD
TREATED DECK JOIST
w/ CORROSION COATED
HANGER
BAND / RIM BOARD
w/ FULL DEPTH
BLOCKING
DOUBLE TOP PLATE
TREATED 2x12 LEDGER
BOARD, ATTACH TO
BLOCKING w/ 1
2"Øx3.5" LAG
SCREWS @ 16" O.C. MAX.
ELEVATION VIEW
SECTION VIEW
BOTTOM PLATE
TREATED 2x12 LEDGER
CEILING
HEIGHT
BOTTOM OF
CEILING FURR-DOWN
ST
U
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W
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2x4 FURR FRAME
SPACED 48" O.C. MAX.
FASTEN w/ (4) 8d
NAILS THROUGHOUT.
FASTEN GYPSUM
BOARD AS REQUIRED.
CEILING JOISTS
SIZE AND SPACING
PER PLAN
CEILING JOISTS PERPENDICULAR
TYP. CEILING FURR-DOWN TREATMENT
CEILING
HEIGHT
BOTTOM OF
CEILING FURR-DOWN
ST
U
D
W
A
L
L
ADD MATCHING
SIZE BLOCKING
BETWEEN JOISTS
AT 48" O.C. MAX
CEILING JOISTS
SIZE AND SPACING
PER PLAN.
CEILING JOISTS PARALLEL
MIN. 2x6 TIE
@ 48" O.C. MAX
ADD 2x4 BLOCKING
BETWEEN STUDS
WHERE REQ. AT
BOTTOM OF
FURR-DOWN
HEIGHT TOE NAIL w/
(2) 10d NAILS
2x4 FURR FRAME
SPACED WITH
BLOCKING. FASTEN
w/ (4) 8d NAILS
THROUGHOUT.
FASTEN GYPSUM
BOARD AS REQUIRED.
ADD 2x4 RIBBON
TO FURR FRAME
w/ (2) 8d NAILS EACH
LOCATION
ADD 2x4 RIBBON
TO FURR FRAME
w/ (2) 8d NAILS EACH
LOCATION
TYP. STRAPPING AT LOAD BEARING BEAM / HEADER
PROVIDE THE MINIMUM
JACK AND KING STUDS
REQUIRED PER (IRC).
STRAP(S) PER TABLE.
PLACE WITH EQUAL
END LAP LENGTHS.
> 16'-0"
(1) 18"
(2) 18"
12'-0" or LESS LSTA12
Strap Required
at Each End
12'-1" to 14'-0"LSTA15
14'-1" to 15'-11"LSTA21
8" MIN.
FLOOR TRUSS /
JOIST or (2) 2x12
BLOCKING
PROVIDE (2) PAIRS OF
DTT2Z DECK TENSION TIES
w/ HDG RODS. REFER TO
(IRC) SECTION R507.9.2.
TENSION TIES AS REQ.
CEILING JOISTS PERPENDICULAR WITH ROOF RAFTERS
TYP. RAISED PLATE WOOD RAFTER TIE
R
A
F
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TOP PLATE TO
STUD CONNECTION
CEILING JOISTS
SIZE AND SPACING
PER PLAN
SIZE AND SPACING
PER PLAN
PONY WALL
HEIGHT
TOP PLATE
HEIGHT
FACENAIL BRACE
TO PONY WALL
IN
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MIN. (6) 10d FACENAILED TO
RAFTER AND STRONG-BACK
3
0
°
-
4
5
°
MIN. 2x6 TIE
@ 48" O.C. MAX
STUD
SIZE
LATERALLY
UNSUPPORTED
STUD HEIGHTa
( ft )
BEARING
MAX SPACING
SUPPORTING
ROOF-CEILING
OR ATTIC
(in)
MAX SPACING
SUPPORTING
FLOOR AND
ROOF-CEILING
OR ATTIC
(in)
MAX SPACING
SUPPORTING
TWO FLOORS
AND
ROOF-CEILING
OR ATTIC
(in)
MAX SPACING
SUPPORTING
ONE FLOOR
(in)
NONBEARING
LATERALLY
UNSUPPORTED
STUD HEIGHTa
(ft)
MAX
SPACING
(in)
2x4
2x6
2x6
2x6
10
10
18c
20c
24b
24
16
12
16b
24
-
-
-
16
-
-
24
24
-
-
a. Distances between points of lateral support perpendicular to plane of wall. Sheath on not less than one side.
b. Where roof span exceeds 32 feet use 2x6 studs.
c. #2 studs sheathed w/ WSP @ 6 O.C., max 6 feet tributary roof load
14
20
24
24
(5) PLY BEAM HANGERS SHALL BE
VERIFIED AND INDICATED ON PLANS
SIZE, HEIGHTa, AND SPACING OF WOOD STUDS
EXCERPTED FROM (IRC) TABLE R602.3(5)
DECK JOIST LEDGER BOARD ATTACHMENT
TO BAND / RIM BOARD DETAIL
COVERED PATIO UPLIFT CONNECTION SCHEDULE
SIMPSON HARDWARE OPTIONS TYPE AND CONDITION
4x4 POST TO SLAB EPB44
6x6 POST TO SLAB EPB66
ABU44Z
AUB66Z
EPC4ZCS20x18"
4x4 POST TO BEAM * (CENTER)(2) CS20x18"PC4Z
LCE4
BC4
4x4 POST TO BEAM (END)
HARDWARE INDICATED ON PLANS PRECEDES THOSE OF THIS LIST.
CONTACT (EOR) FOR ALTERNATIVES OR SUBSTITUTIONS.
EPC6ZCS20x18"6x6 POST TO BEAM (END)LCE4
6x6 POST TO BEAM * (CENTER)(2) CS20x18"PC6Z BC6
PBS44A
PBS66
RAFTERS TO BEAM H2.5A @ 48" O.C. MAX; U.N.O.
* PROVIDE AN ADDITIONAL CS20x18" HORIZONTALLY ON TOP OR
SIDE OF BEAMS OVER CENTER OF SPLICE CONDITION U.N.O.
BEAM PER PLAN
(5) PLY SHOWN
NUMBER OR ROWS
STAGGERED AS
REQUIRED
(4) AND (5) PLY BEAM ATTACHMENT DETAILS
* HARDWARE INDICATED ARE FOR TOP LOADED SUPPORT BEAMS.
CONCENTRATED SIDE LOADED BEAMS SHALL BE VERIFIED WITH HARDWARE
INDICATED ON PLANS. U.N.O.; REFER TO #TJ-9000 (L18) FOR ADDITIONAL INFO.
BEAMS 12" - 14"(2) Rows
(3) Rows
R
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#
2
2x4 WALL
SIZE
ADDITIONAL PLY AND SPACER REQUIRED
AT 2x6 WALLS. REFER TO TYPICAL
STRAPPING AT LOAD BEARING HEADER
SCHEDULE FOR HARDWARE REQUIRED.
BEAMSBJOISTSA
ADD CRIPPLE SUPPORTS AS REQUIRED FOR FULL
BEARING. PROVIDE ADDITIONAL FULL LENGTH
RAFTER AT BEAM CONDITION AND
LAMINATE ALL PLYS AS REQUIRED.
TIE TO RAFTER (T.T.R.)
CONNECTION AT SLOPE CEILING
BEAM SIZE PER PLANS
BOLTED TO RAFTERS USING
(4) 3/8"Ø BOLTS, NUTS
AND 1" Ø WASHERS U.N.O.
ADD STUDS
AS REQUIRED
CEILING JOIST SIZE
AND SPACED WITH
RAFTERS. FACE NAIL
TO RAFTER PER
FASTENER SCHEDULE
COLLAR TIEBSTRAPA
MINIMUM SIZE
B
A
BEAM OR HEADER
PER PLAN
STEEL ANGLE PER
SCHEDULE ATTACHED
TO BOTTOM OF HEADER
1/2"Ø THROUGH
BOLTS, NUTS, WASHERS
TYPICAL MASONRY SUPPORT DETAILS
SLOPED
HORIZONTAL
∠ 5-1/2"x3-1/2"x1/4"
∠ 5-1/2"x3-1/2"x3/8"
∠ 8"x4"x1/2"
(OPTION B) Coiled Strap CS20
(OPTION A) Strap Tie LSTA
Clear Span
WHERE HOLD-DOWN DEVICE
IS NOT INDICTED ON PLANS,
PROVIDE A SIMPSON DSP
AT STUD TO SOLE PLATE.
END NAIL10d NAILS @ 16" O.C.
IN BETWEEN STAGGERED.
< 15'-11"
OPENING SPAN
6'-0" MAX.
12'-0" MAX.
18'-0" MAX.
CONTINUOUS STEEL ANGLE LINTEL
LINTELS TO BE INSTALLED
WITH ITS LONG LEG VERTICAL.
ALL SPANS ASSUME STANDARD SIZE
BRICK w/ OVERLAPPING BOND
CREATING AN ARCH ACTION.
OTHER CONDITIONS SHALL BE
VERIFIED WITH LINTEL SIZE
INDICATED ON PLANS.
SHEATHED EXTERIOR
WALL STUDS SPACED AT
16" O.C. MAX.
PROVIDE BLOCKING AS
REQUIRED
∠5-1/2"x3-1/2"x1/4"
w/ ∠3x3x1/4" ANGLES
WELDED AT 24" O.C.
FOR SLOPES 6:12 to 12:12.
CONTACT (EOR) FOR
SLOPES ABOVE 12:12
FASTEN LINTEL TO
EXTERIOR WALL STUDS
w/ 7/16"Ø x4" LAG
SCREWS AT EACH STUD PROVIDE A MINIMUM OF
(3) TREATED RAFTERS
UNDER LINTEL SUPPORT.
ATTACH FIRST RAFTER
LEDGER TO EXTERIOR
WALL STUDS USING
(2) 1/2"Øx4" LAG SCREWS.
LAMINATE REMAINING
MEMBERS TO RAFTER
LEDGER AS REQUIRED
MASONRY HEIGHT
MUST NOT EXCEED 4'-0"
WHERE BEAM SUPPORT
UNDER WALL ABOVE IS
NOT INDICATED ON
PLANS
PROVIDE ADEQUATE
WATERPROOFING
BARRIER AND FLASHING
AS REQUIRED
BRICK WALL COVERING
(5) PLY w/ 1/2" Ø A307 BOLTS
(2) Rows
(3) Rows
1-3/4" (SCL) BEAM LAMINATIONS
BEAMS 16" - 24"
BEAMS 12" - 14"
BEAMS 16" - 24"
R
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#
2
R
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#
1
(4) PLY w/ SDS25600 SCREWS
AT EACH FACE OF BEAM
DATE:
PROJECT #: LENG25-123
REVISION
1
2
3
4
5
6
DATE
DRAWN BY:
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
JORDAN M REY, PE 117211 ON 11/14/2025
JORDAN M REY
117211
A
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F T
A
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D N EER
N IGS
L
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A T E O
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F L
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R
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S
IS
CE
NO
IE
PROJECT
LEV ENGINEERING LLC
2805 LINDALE DRIVE
CARROLLTON, TX 75010
TBPE ENGINEERING FIRM F-24377
Engineering
3224 FANNIN LANE
GRAPEVINE, TEXAS 76092
FRAMING DETAILS
S3