HomeMy WebLinkAboutSFADD2025-000510RECEIVED: 2/11/2025 DATE OF ISSUAIR 0 A ,IM
25-000510 _ " —
2727 NEWCASTLE DRIVE PERMIT #: 25-000510
2ND STORY ADDITION / REMODEL
BUILDING PERMIT APPLICATION ELECTRONIC REVIEW
(PLEASE PRINT LEGIBLY — COMPLETE ENTIRE FORM)
JOB ADDRESS: 2727 Newcastle Di
LOT: t1 BLOCK: SUBDIVISION: Cantarhury VIIiAn P.
BUILDING CONTRACTOR (company name): Sierra Fine Custom Homes
CURRENT MAILING ADDRESS: 1801 Greenhaven Ln
CITY/STATE/ZIP: nraravine TX 7fnr;l
PROPERTY OWNER: Ste:>hanie Barber/Jordan Abed
CURRENT MAILING ADDRESS: _Z727 NAwrr,j5jjCpr
CITY/STATE/ZIP: nranavina TX 7f1n51
PROJECT VALUE: $ass wo
PH: # 817-733-4371
SUITE #
Fax #
PHONE NUMBER: A17-4.i5-713.'3
FIRE SPRINKLERED? YES NO ,r
WHAT TRADES WILL BE NEEDED? (Check ones that apply) ELECTRIC x PLUMBING X MECHANICAL X
DESCRIPTION OF WORK TO BE DONE: 2nd Story Addition 937 sf (Consist of living area, game room, flex room, bedroom & bath) Remodel 270
sf of existing first floor pocket office/study into new pocket office and staircase. [Work requires changing
USE OF BUILDING OR STRUCTURE • N electrical service from above ground to underground with customer's electric service provider]
NAME OF BUSINESS: NSA
Total Square Footage under roof: 3F32 Square Footage of alteration/addition: 1937 Addition, 270 Alteration
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 1 & 2 family dwellings)
❑ 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 APPR 'AL FROM TH PROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: Mark Mullins SIGNATURE �Ir
PHONE #: l9401 Rq7-4321 EMAIL:
❑ CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Construction Type: �j Permit Valuation: $ Setbacks Approval to Issue
Occupancy Group: R2.3 Fire Sprinkler: YES NO Front: Electrical
T�
Division: Building Depth:
Zoning: f �' - / Z, S" Building Width:
Occupancy Load: Grease TraD
Plan Review Approval: Date:
Site Plan Approval: Date:
Fire Department:
Date:
Public Works Department:
Date:
Health Department:
Date:
Approved for Permit:
Date:
Lot Drainage Submitted:
Approved:
P.O. BOX 95104, GRAPEVINE, TX 76099 (617) 410-3165
Left:
Rear:
Right:
Building Permit Fee:
Plumbing v 1.11
Mechanical
Hood 7�
Plan Review Fee:
Lot Drainage Fee: 1
Sewer Availability Rate:
Water Availability Rate: (J 1
Total Fees:
Total Amount Due: 1207.00 v • ��(�
O:FORMS\DSPERMITAPPLI3ONS�02-Re .11/04,5/007,11109,4111,2/19
City of Grapevine
Building - Residential
PO Box 95104
Addition
Grapevine, Texas 76099
817) 410-3166
Project # 25-000510
Project Description: 2nd Story Addition 937 sf (Consist of
living area, game room, flex room, bedroom & bath) Remodel
270 sf of existing first floor pocket office/study into new pocket
office and staircase. [Work requires changing electrical service
from above ground to underground with customer's electric...
sprvim— nroviderl (ELECTRONIC REVIEW(
Issued on: 03/07/2025 at 8:57 AM
ADDRESS
INSPECTIONS
2727 Newcastle Dr
Grapevine, TX 76051
1. Building Framing
2. Building Bracing / Sheathing
LEGAL
3. Building Wall Tie Inspection
Canterbury Village Blk 4
Lot 8
INFORMATION FIELDS
S
Canterbury Village Block
—APPLICANT NAME (Individual)
4 Lot 8
**APPLICANT PHONE NUMBER
PERMIT HOLDER
APPLICANT E-MAIL
Mike McKellop
VALUATION
Sierra Fine Custom Horn
Square Footage
es
* CONSTRUCTION TYPE
(817) 733-9371
* OCCUPANCY GROUP
COLLABORATORS
DOCUMENTS - MISC 01
- Mike McKellop
Sierra Fine Custom
DOCUMENTS - MISC 02
Homes
* ZONING DISTRICT
(817) 733-9371
APPROVED TO ISSUE ELECTRIC
OWNERS
APPROVED TO ISSUE MECHANICAL
• Stephanie Barber
APPROVED TO ISSUE PLUMBING
FEE
Building Permit Fee, R-3
(Addition) SF
TOTALS
0—fllri_L'I���l
5
4. Building Energy Code
5. Building Final
Mark Mullins
9405974321
325000
1207
VB
R-3
APPLICATION.pdf, RESCHECK.pdf
ARCHITECTURAL PLANS.pdf,
FRAMING PLANS.pdf
R-12.5
YES
YES
YES
TOTAL PAID DUE
$ 1,207.00 $ 1,207.00 $ 1,207.00
$1,207.00 $ 1,207.00 $ 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
Page 1/2
MYGOV.US 25-000510, 03/07/2025 at 8:57 AM Issued by. Courtney Cogbum
City of Grapevine
NOTICES
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 I OWNER IS RESPONSIBLE FOR OBTAINING
SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL
AGENCY(S).
Signature
Building - Residential Addition
Project # 25-000510
March 07, 2025
Date
GR.+.�FV
t ,•a •r ,:.
y
1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE.
** ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS.
3) Project address must be clearly posted at the job site.
NOTES
> 24 HOUR INSPECTION NUMBER
METRO (817) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. -- CUT OFF TIME FOR P.M.
INSPECTION IS 12:30 P.M.
> PERMIT ISSUED IN ACCORDANCE WITH APPLICATION ON FILE IN THIS OFFICE.
THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN (180 DAYS) OF ISSUANCE OR IF
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF (180 DAYS). THE ISSUANCE OR
GRANTING OF THIS PERMIT AND / OR APPROVAL OF PLANS, SPECIFICATIONS AND
COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY
VIOLATION OF ANY OF THE PROVISIONS OF THE CODES AND ORDINANCES OF THE CITY OF
GRAPEVINE. THE ISSUANCE OF A PERMIT BASED ON PLANS, SPECIFICATIONS, AND OTHER DATA
SHALL NOT PREVENT THE BUILDING DEPARTMENT FROM THEREAFTER REQUIRING THE
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS, AND OTHER OR REQUIRING
CORRECTIONS OF THE CONSTRUCTION ITSELF
Page 2/2
MYGOV.US 25-000510, 03107/2025 at 8:57 AM Issued by: Courtney Gogbum
INTERNATIONAL RESIDENTIAL CODE
2021
GRAPEVINE, TEXAS
115 MPH
5 PSF
GRAPEVINE, TEXAS
2021
R301.1.3
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JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
1. ENGINEERED DESIGN
CITY/MUNICIPALITY:
GRND SNOW LOAD:
BASIC WIND SPEED:
CODE:
EDITION:
1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO MEET THE FRAMING ENGINEERED DESIGN
REQUIREMENTS AS ISSUDED BY THE CITY / COUNTY OF
1.2 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FOR A BASIC WIND SPEED OF
PER. INTERNATIONAL RESIDENTIAL CODE, EDITION.
1.3 PER IRC THE EXTENT OF THE ENGINEERED DESIGN "SHALL ONLY DEMONSTRATE
COMPLIANCE OF THESE NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE PROVISIONS
AND SHALL BE COMPATIBLE WITH THE PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS."
1.4 ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN STRICT
COMPLIANCE WITH THE I.R.C.
FR-1a
LATERAL BRACING DETAILS
STANDARD DETAILS
STANDARD DETAILS
STANDARD DETAILS
FR-2
FR-1b
DTL-2
DTL-4
DTL-5
DTL-3
DTL-1
LB-1a
LB-1b
TABLE OF CONTENTS
PAGE #DESCRIPTION REV. DATE
GFD-1
IBD-1
STANDARD DETAILS
1st FLOOR LATERAL BRACING PLAN
2nd FLOOR LATERAL BRACING PLAN
1st FLOOR CEILING JOISTS FRAMING PLAN
2nd FLOOR CEILING JOISTS FRAMING PLAN
ROOF RAFTER FRAMING PLAN
GENERAL FRAMING DETAILS
INTERIOR BRACING DETAIL
EXISTING FLOORPLAN
NOT IN SCOPE
EXISTING FLOORPLAN
NOT IN SCOPE
EXISTING FLOORPLAN
NOT IN SCOPE
EXISTING FLOORPLAN
NOT IN SCOPE
EXISTING FLOORPLAN
NOT IN SCOPE
EXISTING FLOORPLAN
NOT IN SCOPE
*
**
*
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JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
LB / 1a
1st FLOOR LATERAL BRACING PLAN
SHEET NOTES:
*
HOLD DOWN NOT NECESSARY AT
THIS LOCATION IF HEADER IS
CONTINUOUS OVER SUPPORT
INSTALL TIE-DOWNS AT
INDICATED LOCATIONS
1.ATTACH EXTERIOR POST (IF PRESENT) TO
FOUNDATION BELOW AND TO FRAMING ABOVE
PER THE TYPICAL DETAIL ON SHEET DTL-3
2.INSTALL FLOOR-TO-FLOOR SHEAR WALL PANEL
STRAPS PER TYPICAL DETAIL ON SHEET DTL-2.
3.FOR GENERAL NOTES, SEE SHEET DTL-2.
4.FOR LATERAL BRACING DETAILS & DESCRIPTIONS,
SEE SHEETS DTL-1, DTL-2 & DTL-3.
D
4'-0"A
D
D
A
D
4'
-
0
"
IU
D
D
4'-0"
IU
D
D
THESE PERIMETER WALLS ARE INTERIOR AND
NOT A PART OF WIND BRACING DESIGN
SHOWN ON THESE PLANS. THESE WALLS WILL
BE SUFFICIENTLY BRACED WITH SHEETROCK
ON THE INSIDE FACE.
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JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
LB / 1b
2nd FLOOR LATERAL BRACING PLAN
SHEET NOTES:
1.ATTACH EXTERIOR POST (IF PRESENT) TO
FOUNDATION BELOW AND TO FRAMING ABOVE
PER THE TYPICAL DETAIL ON SHEET DTL-3
2.INSTALL FLOOR-TO-FLOOR SHEAR WALL PANEL
STRAPS PER TYPICAL DETAIL ON SHEET DTL-2.
3.FOR GENERAL NOTES, SEE SHEET DTL-2.
4.FOR LATERAL BRACING DETAILS & DESCRIPTIONS,
SEE SHEETS DTL-1, DTL-2 & DTL-3.
EXISTING FLOORPLAN
NOT IN SCOPE
OPEN TO
ABOVE
FLOOR SYSTEM
BY OTHERS
FLOOR SYSTEM
BY OTHERS
FLOOR SYSTEM
BY OTHERS
FLOOR SYSTEM
BY OTHERS
EXISTING FLOORPLAN
NOT IN SCOPE
EXISTING FLOORPLAN
NOT IN SCOPE
EXISTING FLOORPLAN
NOT IN SCOPE
EXISTING FLOORPLAN
NOT IN SCOPE
EXISTING
FLOORPLAN
NOT IN
SCOPE
(2) 1 3/4" x 11 1/4"
2.0E Microllam LVL
(2
)
1
3
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4
"
x
1
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(2)6' 2x12's
(3)6' 2x12's
(3
)
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3
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x
1
1
1
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4
"
2.
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(2)4' 2x12's
2021
2021
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JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
FR / 1aDESIGNATED STORAGE AREA WHERE CEILING JOISTS ARE SIZED TO
ACCOMMODATE 10/20psf ATTIC STORAGE LOAD. PER I.R.C. TABLE R802.4(2).
BUILDER TO ADVISE HOMEOWNER THAT USE OF AREAS OUTSIDE OF
HATCHED AREA FOR STORAGE COULD RESULT IN EXCESS DEFLECTION AND
CAUSE CRACKS IN JOISTS and/or CEILING COVERINGS.1ST FLOOR CEILING JOIST FRAMING PLAN ALL CEILING JOISTS SHALL BE #2
S.Y.P. 2x6's @ 24" O.C. (U.N.O.)
2x102x10
#2 YP.
2x1020'-11"18'-1"
2x10
14'-9"
#2 YP.
26'-0"25'-7"2x10 20'-11"2x10
2x6
2x8
2x4 2x4
2x8
2x6
9'-3"
17'-7"
13'-11"
12" O.C.
8'-0"
12'-0"
15'-3"
16" O.C.
2x8
2x6
2x4
2x4 6'-7"
12'-6"
9'-10"
2x8
2x6
24" O.C.
11'-10"
24'-7"
18'-8"
12" O.C.
10'-9"2x4
21'-7"
16'-11"
2x8
2x6
16" O.C.
2x4 9'-3"
13'-11"
17'-7"2x8
2x6
24" O.C.
MAXIMUM CLEAR SPAN FOR CEILING JOIST-W./ GYPSUM
CLG.10 LBS LIVE , 5 LBS DEAD (NO ATTIC STORAGE)
MAXIMUM CLEAR SPAN FOR CEILING JOIST-W./ GYPSUM
CLG.20 LBS LIVE , 10LBS DEAD (ATTIC STORAGE)
BUILDER SHALL PROVIDE CONNECTIONS AND
SUPPORTING ELEMENTS FOR FRAMING
SHOWN ON THIS SHEET PER I.R.C. AND LOCAL
CODE REQUIREMENTS
1.JOIST AND BEAM HANGERS, WHERE SPECIFIED,
SHALL BE FULLY NAILED PER MANUFACTURER'S
CATALOG SPECIFICATIONS. SEE CHART ON
SHEETS DTL-3 & DTL-6 FOR PRE-APPROVED
HANGER SIZES.
2.MULTIPLE-STUD COLUMN SUPPORTS, WHERE
SPECIFIED, SHALL HAVE EACH PLY NAILED
TOGETHER WITH 10d COMMONS @ 9" O.C. (2
ROWS OF NAILS REQUIRED FOR 2x6 STUDS).
3.DECKING FOR UNINHABITABLE ATTICS WITH
LIMITEDSTORAGE SHALL BE MINIMUM 7/16"
PLYWOOD or OSB, WITH A SPAN RATING THAT
MEETS or EXCEEDS THE CEILING JOIST SPACING.
4.MULTIPLE-PLY BEAMS, WHERE SPECIFIED,
SHALL HAVE EACH PLY NAILED TOGETHER WITH
2 ROWS OF 16d SHORTS x0.131 GUN NAILS @ 12"
O.C. (3 ROWS OF NAILS REQUIRED FOR BEAMS
EXCEEDING 12" MIN DEPTH).
5.REFER TO I.R.C. TABLE R502.3.1(2) FOR
FLOOR JOISTS SPANS WHERE APPLICABLE.
6.REFER TO I.R.C. TABLES R802.4(1) AND
R802.4(2) FOR CEILING JOISTS SPAN CHARTS.
(2)8' 2x12's WITH 1/2"
OSB CONT. FILLER
(2)8' 2x12's WITH 1/2"
OSB CONT. FILLER
Use Rafters or False
Rafters as Ceiling Joists
Use Rafters or False
Rafters as Ceiling Joists
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Use Rafters or False
Rafters as Ceiling Joists
Use Rafters or False
Rafters as Ceiling Joists
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(3)6' 2x12's
8'
6'
8'
8'8'8'
2-
8
'
(
2
x
1
2
)
8'8'8'8'
10'
10'
10'
2-10' (2x8)
6'
6'
6'
6'
6'
6'
4'
14
'
(
2
x
8
)
14
'
(
2
x
8
)
14
'
(
2
x
8
)
16
'
(
2
x
8
)
16
'
(
2
x
8
)
16
'
(
2
x
8
)
16
'
(
2
x
8
)
16
'
(
2
x
8
)
16
'
(
2
x
8
)
16
'
(
2
x
8
)
(2
)
6
'
2
x
1
2
'
s
2x8's @ 24" O.C
(2
)
1
0
'
2
x
1
2
'
s
2-
1
0
'
(
2
x
8
)
2-
1
0
'
(
2
x
8
)
2-
1
0
'
(
2
x
8
)
10
'
10
'
10
'
(2
)
1
3
/
4
"
x
1
1
1
/
4
"
2.
0
E
M
i
c
r
o
l
l
a
m
L
V
L
F
L
O
A
T
I
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G
(2
)
1
3
/
4
"
x
1
1
1
/
4
"
2.
0
E
M
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c
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l
a
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A
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I
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2021
2021
DR
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:
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/
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5
/
2
0
2
5
SC
A
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:
1/
8
"
=
1
'
-
0
"
SI
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PL
A
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#
:
28
2
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27
2
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TX
44
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4
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(8
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7
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JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
FR / 1b
2x102x10
#2 YP.
2x1020'-11"18'-1"
2x10
14'-9"
#2 YP.
26'-0"25'-7"2x10 20'-11"2x10
2x6
2x8
2x4 2x4
2x8
2x6
9'-3"
17'-7"
13'-11"
12" O.C.
8'-0"
12'-0"
15'-3"
16" O.C.
2x8
2x6
2x4
2x4 6'-7"
12'-6"
9'-10"
2x8
2x6
24" O.C.
11'-10"
24'-7"
18'-8"
12" O.C.
10'-9"2x4
21'-7"
16'-11"
2x8
2x6
16" O.C.
2x4 9'-3"
13'-11"
17'-7"2x8
2x6
24" O.C.
MAXIMUM CLEAR SPAN FOR CEILING JOIST-W./ GYPSUM
CLG.10 LBS LIVE , 5 LBS DEAD (NO ATTIC STORAGE)
MAXIMUM CLEAR SPAN FOR CEILING JOIST-W./ GYPSUM
CLG.20 LBS LIVE , 10LBS DEAD (ATTIC STORAGE)
1.JOIST AND BEAM HANGERS, WHERE SPECIFIED,
SHALL BE FULLY NAILED PER MANUFACTURER'S
CATALOG SPECIFICATIONS. SEE CHART ON
SHEETS DTL-3 & DTL-6 FOR PRE-APPROVED
HANGER SIZES.
2.MULTIPLE-STUD COLUMN SUPPORTS, WHERE
SPECIFIED, SHALL HAVE EACH PLY NAILED
TOGETHER WITH 10d COMMONS @ 9" O.C. (2
ROWS OF NAILS REQUIRED FOR 2x6 STUDS).
3.DECKING FOR UNINHABITABLE ATTICS WITH
LIMITEDSTORAGE SHALL BE MINIMUM 7/16"
PLYWOOD or OSB, WITH A SPAN RATING THAT
MEETS or EXCEEDS THE CEILING JOIST SPACING.
4.MULTIPLE-PLY BEAMS, WHERE SPECIFIED,
SHALL HAVE EACH PLY NAILED TOGETHER WITH
2 ROWS OF 16d SHORTS x0.131 GUN NAILS @ 12"
O.C. (3 ROWS OF NAILS REQUIRED FOR BEAMS
EXCEEDING 12" MIN DEPTH).
5.REFER TO I.R.C. TABLE R502.3.1(2) FOR
FLOOR JOISTS SPANS WHERE APPLICABLE.
6.REFER TO I.R.C. TABLES R802.4(1) AND
R802.4(2) FOR CEILING JOISTS SPAN CHARTS.
DESIGNATED STORAGE AREA WHERE CEILING JOISTS ARE SIZED TO
ACCOMMODATE 10/20psf ATTIC STORAGE LOAD. PER I.R.C. TABLE R802.4(2).
BUILDER TO ADVISE HOMEOWNER THAT USE OF AREAS OUTSIDE OF
HATCHED AREA FOR STORAGE COULD RESULT IN EXCESS DEFLECTION AND
CAUSE CRACKS IN JOISTS and/or CEILING COVERINGS.
ALL CEILING JOISTS SHALL BE #2
S.Y.P. 2x6's @ 24" O.C. (U.N.O.)
BUILDER SHALL PROVIDE CONNECTIONS AND
SUPPORTING ELEMENTS FOR FRAMING
SHOWN ON THIS SHEET PER I.R.C. AND LOCAL
CODE REQUIREMENTS
2ND FLOOR CEILING JOIST FRAMING PLAN
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
12
'
2'
4'
6'
10
'
4'
2'
6'
8'
10
'
12
'
12
'
2'
4'
6'
10
'
12'
2'
4'
6'
10'
2'
4'
6'
10'
18
'
4'
6'
8'
10
'
12
'
14
'
16
'
12
'
14
'
16
'
14'
4'
6'
8'
10'
12'
14'
14'
6'
10'
18'
10'
12'
14'
16'
4'
6'
8'
10'
12'
14'
16'
8'
6'
4'
4'
12
'
2'
4'
6'
10
'
2'
4'
6'
10
'
12'
2'
4'
6'
10'
12'
4'
6'
8'
10'
2'
4'
6'
10'
4'
6'
8'
10'
10
'
4'
6'
6'
6'
6'
6'
6'
4'
6'
8'
10
'
10
'
10
'
10
'
4'
8'
EXISTING
ROOF
PLAN
EXISTING ROOF
PLAN NOT IN
SCOPE
EXISTING ROOF
PLAN NOT IN
SCOPE
EXISTING ROOF
PLAN NOT IN
SCOPE
EXISTING ROOF
PLAN NOT IN
SCOPE
EXISTING ROOF
PLAN NOT IN
SCOPE
EXISTING ROOF
PLAN NOT IN
SCOPE
EXISTING ROOF
PLAN NOT IN
SCOPE
EXISTING ROOF
PLAN NOT IN
SCOPE
EXISTING ROOF
PLAN NOT IN
SCOPE
2021
2021
DR
A
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DA
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2
0
2
5
SC
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8
"
=
1
'
-
0
"
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PL
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#
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TX
44
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4
(8
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7
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.
JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
FR / 2
1.RIDGE, HIP, VALLEY, AND PURLIN LOADS SHALL BE
DISTRIBUTED TO WALLS OR BEAMS BELOW BY "T"
BRACES. REFER TO "T-BRACE SCHEDULE" ON
SHEET DTL-4 FOR SIZING INFO. THE "T" BRACES
SHALL BE INSTALLED AT AN ANGLE GREATER
THAN 45 DEGREES WITH THE HORIZONTAL. BRACE
PURLINS AT 4'-0" O.C. MAX.
2.RAFTER SPANS EXCEEDING I.R.C. SPAN
CHARTREQUIREMENTS (LISTED IN NOTE #4) WITH
THE HORIZONTAL DISTANCE SHALL BE BRACED
WITH A PURLIN. SEE SHEET DTL-4 FOR DETAILS.
3.THE ROOF SUPPORT FRAMING IS DESIGNED TO
SUPPORT AN ASPHALT or COMPOSITION SHINGLE
ROOF. VARIATIONS FROM THIS TYPE OF ROOF
COVERING SYSTEM MUST BE BROUGHT TO THE
ATTENTION OF THE FRAMING ENGINEER FOR
RE-DESIGN.
4.REFER TO I.R.C. TABLES R802.5.1(1) AND
R802.5.1(2) FOR ROOF RAFTER SPAN CHARTS, FOR
COMPOSITION ROOFING MATERIAL.
5.REFER TO I.R.C. TABLES R802.5.1(3) AND
R802.5.1(5) FOR ROOF RAFTER SPAN CHARTS; FOR
SLATE ROOFING MATERIAL.
6.ANY CHANGES IN THE FIELD REGARDING
ROOFING MATERIAL MUST BE BROUGHT TO
NORTEX's ATTENTION FOR RE-DESIGN.
2x8
2x10
2x12
2x6
NO GYPSUM CEILING- STANDARD ROOF COVERING
20 LBS LIVE , 10 LBS DEAD
MAXIMUM CLEAR SPAN FOR RAFTERS
17'-1"
20'-3"
23'-10"
13'-6"
MAXIMUM CLEAR SPAN FOR RAFTERS
W/ GYPSUM CEILING- STANDARD ROOF COVERING
20 LBS LIVE , 20 LBS DEAD
2x12
#2 YP.
12" O.C.
2x10
2x8
2x6
16'-10"2x122x1220'-8"
11'-8"
14'-9"
17'-6"
16" O.C.
2x10
2x8
2x6
24" O.C.
2x10
2x8
2x6
12'-1"
14'-4"
9'-6"
26'-0"2x12
#2 YP.
12" O.C.
23'-5"
19'-6"
14'-9"
2x8
2x10
2x6
2x1226'-0"19'-6"
2x8
2x10
2x6
16" O.C.
18'-6"
23'-2"
14'-1"
24" O.C.
13'-11"
16'-6"
11'-0"
PER SECTION R802.3.1 OF THE I.R.C., RAFTER TIES or SOME OTHER
METHOD OF RESISTING OUT THRUST SHALL BE INSTALLED WHERE
CEILING JOISTS ARE PERPENDICULAR TO or ARE OTHERWISE NOT
CONNECTED TO RAFTERS. SEE "CEILING PERPENDICULAR TO
RAFTERS" DETAIL ON SHEET DTL-4 FOR TYPICAL INSTALLATION.
BUILDER SHALL PROVIDE CONNECTIONS AND
SUPPORTING ELEMENTS FOR FRAMING SHOWN ON THIS
SHEET PER I.R.C. AND LOCAL CODE REQUIREMENTS
ROOF RAFTER FRAMING PLAN
ALL RAFTERS SHALL BE #2 S.Y.P. 2x6's @ 24" O.C. (U.N.O.)
ALL HIPS, RIDGES & VALLEYS SHALL BE #2 S.Y.P. 2x8's (U.N.O.)
IF SLATE ROOFING MATERIAL IS USED RAFTERS SHALL BE
#2 S.Y.P. 2x8's @ 24" O.C. (U.N.O.)
DR
A
W
N
B
Y
:
DA
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:
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5
/
2
0
2
5
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:
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PL
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#
:
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2
9
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:
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27
2
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TX
44
1
6
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T
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7
6
2
4
4
(8
1
7
)
3
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9
-
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8
6
6
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.
JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
DTL / 1
LATERAL BRACING DETAILSLATERAL BRACING DETAILS
WINDOW or
DOOR OPENING
(WHEN PRESENT)
7/16" PLYWOOD or OSB
SHEATHING WITH 8d
COMMON NAILS AT 4" O.C.
AT PANEL EDGES AND AT
12" O.C. IN FIELD
DETAIL N
WALL STIFFENER PANEL
w/ (2) HOLD DOWNS
SCALE: N.T.S
1/2" DIA ANCHOR ROD; DRILL
AND INSTALL w/ SIMPSON
SET EPOXY, 7" EMBEDMENT
(ALTERNATIVELY, INSTALL
1/2" J-BOLT BEFORE
CONCRETE POUR)
2-SIMPSON HTT4 w/ 5/8"
DIA ANCHOR BOLT,
INSTALLED W/SIMPSON
SET EPOXY, 7" EMBEDMENT,
[ALTERNATIVELY, INSTALL
2-SIMPSON STHD10
AND (2) 1/2" J-BOLTS
(7" EMBED) BEFORE
CONCRETE POUR]
TOP PLATE
ELEVATION
1/2" DIA ANCHOR ROD; DRILL AND INSTALL w/ SIMPSON
SET EPOXY, 7" EMBEDMENT (ALTERNATIVELY, INSTALL
1/2" J-BOLT BEFORE CONCRETE POUR)
1-SIMPSON HTT4 w/ 5/8"
DIA ANCHOR BOLT,
INSTALLED W/SIMPSON
SET EPOXY, 7" EMBEDMENT,
[ALTERNATIVELY, INSTALL
2-SIMPSON STHD10
AND (2)1/2" J-BOLTS
(7" EMBED) BEFORE
CONCRETE POUR]
TOP PLATE
ELEVATION
WINDOW or
DOOR OPENING
(WHEN PRESENT)
7/16" PLYWOOD or OSB
SHEATHING WITH 8d
COMMON NAILS AT
4" O.C. AT PANEL
EDGES AND AT 12"
O.C. IN FIELD
DETAIL B
WALL STIFFENER PANEL
w/ HOLD DOWN IN CORNER
SCALE: N.T.S
NOTE:
SEE PLAN FOR HOLD DOWN PLACEMENT
SIMPSON HTT4 w/ 5/8"
DIA ANCHOR ROD,
INSTALLED W/SIMPSON
SET EPOXY, (7" EMBEDMENT).
[ALTERNATIVELY, INSTALL
SIMPSON STHD10
BEFORE CONCRETE POUR]
1/2" DIA ANCHOR ROD; DRILL AND
INSTALL W/SIMPSON SET EPOXY,
7" EMBEDMENT [ALTERNATIVELY,
INSTALL 1/2" DIA. J-BOLT
(7" EMBEDMENT) BEFORE
CONCRETE POUR].
WALL CORNER or PANEL EDGE
CLOSEST TO CORNER
DETAIL G
PERFORATED SHEARWALL CORNER DETAIL
SCALE: N.T.S
4'-0" MINIMUM
TOP PLATE
ELEVATION
7/16" PLYWOOD OR OSB
SHEATHING WITH 8d
COMMON NAILS AT
4" O.C. AT PANEL EDGES
AND AT 12" O.C. IN FIELD.
PROVIDE 2X BLOCKING
AT ALL HORIZONTAL
PANEL JOINTS.
1x4 NOTCHED INTO
STUDS. NOTCH MUST
BEAR ON DIAGONAL or
BE REINFORCED WITH
METAL STRAP.
OR
45 DEGREES (MIN.)
TO
60 DEGREES (MAX.)NOTE:
SEE PLAN FOR HOLD DOWN PLACEMENT
M
SHEATH CONTINUOUSLY AROUND CURVED WALL (ABOVE, BELOW, AND BETWEEN OPENINGS) WITH ENERGY BRACE 0.106"
STRUCTURAL WALL SHEATHING (RED LABEL) OR EQUAL. PROVIDE BLOCKING AT ALL HORIZONTAL EDGES, AND VERTICAL EDGES
SHALL OCCUR OVER STUDS. USE NO. 11 GAUGE 1 1/4" GALVANIZED STEEL ROOFING NAILS OR 7/16" CROWN X 1 1/4" LEG NO. 16 GAUGE
GALVANIZED STEEL STAPLES @ 3" O.C. @ PANEL EDGES AND @ 6" O.C. IN FIELD. PANEL EDGES MAY BE BUTTED OR LAPPED 3/4"
MINIMUM.
TYPICAL
WINDOW
OPENING
(WHEN
PRESENT)
TYPICAL
DOOR
OPENING
(WHEN
PRESENT)
TOP PLATE
ELEVATION
REFER TO LATERAL BRACING PLAN FOR
EXTENT OF SHEATHING REQUIRED
SHEATH WALL AREAS ABOVE,
BELOW, AND ADJACENT TO
OPENINGS WITH 7/16" PLYWOOD or
OSB. 2x BLOCKING SHALL BE
INSTALLED AT ALL HORIZONTAL
PANEL JOINTS, AND VERTICAL
PANEL JOINTS SHALL OCCUR OVER
STUDS. USE 8d COMMON NAILS
@ 4" O.C. @ PANEL EDGES AND
@ 12" O.C. IN THE FIELD.
NOTE:
THE ELEVATION SHOWN IS FOR
ILLUSTRATIVE PURPOSES ONLY AND MAY
DIFFER FROM ACTUAL CONDITIONS
DETAIL D
CONTINUOUSLY SHEATHED WALL
SCALE: N.T.S
1/2" DIA ANCHOR
ROD; DRILL AND
INSTALL w/ SIMPSON
SET EPOXY, 7"
EMBEDMENT
(ALTERNATIVELY,
INSTALL 1/2" J-BOLT
BEFORE CONCRETE
POUR)
3,000 PSI CONCRETE
4'-0" MINIMUM
TOP PLATE
ELEVATION
DETAIL A
PERFORATED SHEARWALL DETAIL
SCALE: N.T.S
1/2" DIA ANCHOR ROD; DRILL
AND INSTALL w/ SIMPSON
SET EPOXY, 7" EMBEDMENT
(ALTERNATIVELY, INSTALL
1/2" J-BOLT BEFORE
CONCRETE POUR)
NOTE:
USE A METALLISCANNER TO LOCATE EXISTING CABLES
7/16" PLYWOOD OR OSB
SHEATHING WITH 8d
COMMON NAILS AT
4" O.C. AT PANEL EDGES
AND AT 12" O.C. IN FIELD.
ALL EDGES SHALL BE
BACKED INCLUDING
HORIZONTAL JOINTS
WHICH OCCUR IN WALLS
ABOVE 8'-0". PROVIDE 2X
BLOCKING AT ALL
HORIZONTAL PANEL
JOINTS.
1x4 NOTCHED INTO
STUDS. NOTCH MUST
BEAR ON DIAGONAL or
BE REINFORCED WITH
METAL STRAP.
OR
45 DEGREES (MIN.)
TO
60 DEGREES (MAX.)
TYPICAL
DOOR
OPENING
(WHEN
PRESENT)
TOP PLATE
ELEVATION
REFER TO LATERAL BRACING PLAN FOR
EXTENT OF SHEATHING REQUIRED
SHEATH WALL AREAS
ABOVE, BELOW, AND
ADJACENT TO OPENINGS
WITH 1/2" GYPSUM
SHEATHING ON BOTH
SIDES. 2x BLOCKING SHALL
BE INSTALLED AT ALL
HORIZONTAL PANEL JOINTS,
AND VERTICAL PANEL
JOINTS SHALL OCCUR OVER
STUDS. USE 1/2" GALV.
ROOFING NAIL OR STAPLE x
1 5/8" LONG; OR 1 5/8"
SCREWS TYPE W OR S AT 7"
O.C. FOR EDGE AND FIELD.
NOTE:
THE ELEVATION SHOWN IS FOR
ILLUSTRATIVE PURPOSES ONLY AND MAY
DIFFER FROM ACTUAL CONDITIONS
DETAIL I
INTERIOR SHEATHING DETAIL
SCALE: N.T.S
TYPICAL
HALLWAY OR
ROOM
(WHEN
PRESENT)
4"
MI
N
.
3,000 PSI CONCRETE
INSTALL SIMPSON 1/2" x 5"
LG. TITEN HD (THD50600H)
@ 4'-0" O.C. PER MFG.'S
INSTRUCTIONS
NOTE:
RED THERMO-PLY IS AN ALLOWABLE
SUBSTITUTION FOR OSB/PLYWOOD
SHEATHING. SEE GFD-1 FOR ADDITIONAL
INFORMATION.
2021
GRAPEVINE, TEXAS
115 MPH
DR
A
W
N
B
Y
:
DA
N
I
E
L
T
U
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K
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R
DA
T
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:
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/
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5
/
2
0
2
5
SC
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:
N.T
.
S
.
SI
E
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R
A
F
I
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M
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O
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E
S
PL
A
N
#
:
28
2
9
CA
N
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E
R
B
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V
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L
L
A
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E
LO
T
:
8 B
L
O
C
K
:
--
-
-
27
2
7
N
E
W
C
A
S
T
L
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D
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I
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GR
A
P
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V
I
N
E
,
TX
44
1
6
K
E
L
L
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R
H
I
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K
S
R
O
A
D
FO
R
T
W
O
R
T
H
,
T
X
7
6
2
4
4
(8
1
7
)
3
7
9
-
0
8
6
6
in
f
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a
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c
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NO
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D
A
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I
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D
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S
I
G
N
S
,
I
N
C
.
JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
FRAMING GENERAL NOTES
1. ENGINEERED DESIGN
1.1 THE ENGINEERED DESIGN OF THIS STRUCTURE IS INTENDED TO
MEET THE FRAMING ENGINEERED DESIGN REQUIREMENTS AS
ISSUED BY THE CITY OF
1.2 THE ENGINEERED DESIGN OF THIS STRUCTURE IS DESIGNED FOR
A BASIC WIND SPEED OF
1.3 PER IRC R301.1.2 THE EXTENT OF THE ENGINEERED DESIGN
"SHALL ONLY DEMONSTRATE COMPLIANCE OF THESE
NONCONVENTIONAL ELEMENTS WITH OTHER APPLICABLE
PROVISIONS AND SHALL BE COMPATIBLE WITH THE
PERFORMANCE OF THE CONVENTIONAL FRAMED SYSTEMS."
1.4 ITEMS NOT COVERED ON THESE DRAWINGS SHALL MAINTAIN
STRICT COMPLIANCE WITH THE I.R.C.
2. WOOD SPECIFICATIONS
2.1 ALL STUDS SHALL BE SPF STUD GRADE OR EQUIVALENT.
2.2 SILL PLATES SHALL BE PRESSURE TREATED #2 S.Y.P.
2.3 RAFTERS AND JOISTS SHALL BE #2 S.Y.P. WITH A MODULUS OF
ELASTICITY, E=1,600,000 psi UNLESS NOTED OTHERWISE.
2.4 HEADERS AND BEAMS, WHEN SPECIFIED, SHALL HAVE A
MINIMUM MODULUS OF ELASTICITY, E=1,800,000 psi, AND
TABULATED BENDING STRESS, Fb=2400 psi, UNLESS NOTED
OTHERWISE.
3. EXTERIOR WALL BRACING
3.1 THIS SHEET REPRESENTS THE EXTENT OF THE LATERAL
BRACING WHICH NEEDS TO BE INSTALLED TO COMPLY WITH
SECTION R602.10 OF THE IRC. THERE ARE AREAS WHICH DO NOT
CONFORM TO THIS SECTION. ENGINEERED SOLUTIONS AS
SHOWN ARE PROVIDED TO ENSURE ADEQUATE PERFORMANCE
WITH THE SYSTEM.
3.2 ALL STRUCTURAL PANEL SHEATHING, LOCATED AS SHOWN ON
THE PLAN, SHALL BE 7/16" THICK PLYWOOD OR OSB. PANELS
SHALL BE SECURED TO FRAMING WITH 1 1/2" LONG, 16 GAUGE
STAPLES OR 8d COMMONS SPACED AT 3" O.C. AROUND THE EDGE
AND 6" O.C. IN THE FIELD.
3.3 A 2x HORIZONTAL BLOCKING MEMBER SHALL BE INSTALLED AT
ALL HORIZONTAL JOISTS FOR STRUCTURAL PANEL WOOD
SHEATHING. THE BRACING PLAN AS SHOWN ON THIS SHEET
SHALL BE REFERRED TO FOR THE BRACING LOCATIONS.
3.4 IF SIMPSON STRONGWALLS ARE TO BE USED, CONSIDERATION
SHALL BE GIVEN TO PLACING THE ORDER WITH APPROPRIATE
LEAD TIME (POSSIBLY AS MUCH AS 2 WEEKS) AS ALL PRODUCTS
MAY NOT BE IN STOCK.
3.5 WHEN DRILLING INTO THE SLAB FOR HOLDOWNS OR ANCHOR
BOLTS, CARE SHOULD BE TAKEN TO AVOID DAMAGE OF
POST-TENSIONED CABLES.
LATERAL BRACING DETAILS
PER INTERNATIONAL RESIDENTIAL
CODE, EDITION
8" MAX.
14
"
M
I
N
.
SI
M
P
S
O
N
C
S
1
6
S
STAGGERED 1ST
FLOOR STUD
2ND FLOOR STUD @ EACH END OF
PLYWOOD or OSB SHEAR WALL PANEL
FULLY NAIL STRAPS TO
2ND FLOOR RIM JOIST or
BLOCKING
2ND FLOOR FRAMING
SI
M
P
S
O
N
C
S
1
6
14
"
M
I
N
.
S S
S
2ND FLOOR PLYWOOD or
OSB SUBFLOOR ELEVATION
1ST FLOOR TOP
PLATE ELEVATION
STRAP
A
TYPICAL FLOOR-TO-FLOOR
SHEARWALL PANEL STRAP DETAIL
SCALE: N.T.S
SECTION A-A
RIM JOIST or BLOCKING
7/16" PLYWOOD or
OSB SHEAR PANEL
1ST FLOOR PLYWOOD or
OSB SHEAR WALL PANEL
(WHEN PRESENT)
2ND FLOOR PLYWOOD or
OSB SHEAR WALL PANEL
ADD 1ST FLOOR STUD AS REQUIRED WHEN STUD
SPACING BELOW IS OFFSET FROM STUD SPACING
ABOVE, or USE ALTERNATE STAGGERED STUD
STRAP DETAIL.
S
2ND FLOOR FRAMING
SEE ALTERNATIVE
STAGGERED STUD
STRAP DETAIL
S
A
S
SI
M
P
S
O
N
C
S
1
6
C
O
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D
S
T
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P
(
O
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Q
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L
)
.
F
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Q
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N
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T
H
.
14
"
M
I
N
.
S
1ST FLOOR
STUD WALL
2ND FLOOR FRAMING
14
"
M
I
N
.
2ND FLOOR PLYWOOD or
OSB SUBFLOOR ELEVATION
1ST FLOOR TOP
PLATE ELEVATION S
2ND FLOOR
STUD WALL
PLYWOOD or
OSB SUBFLOOR
EXTERIOR WALL CORNER or
EDGE OF 2ND FLOOR OSB
PANEL CLOSEST TO CORNER
UNLESS NOTED OTHERWISE, FLOOR-TO-FLOOR SHEAR WALL PANEL
STRAPS ARE REQUIRED AT EXTERIOR WALL CORNERS ONLY
S
ALTERNATIVE STAGGERED
STUD STRAP DETAIL
*(REF. TO WSWD-1 FOR WOOD STRONG
WALL ALTERNATE WHERE MIN.
WIDTHS CAN NOT BE ACHIEVED
HORIZONTAL PANEL JOINTS, IF
REQUIRED, SHALL OCCUR WITHIN 24"
OF MID-HEIGHT. PROVIDE 2X BLOCKING
w/ 16d SINKERS @ 3" O.C. ON EACH
SIDE OF SEAM
EXTEND HEADER
ACROSS ALL OF
THE JACK STUDS
TOP PLATE
ELEVATION
2-SIMPSON STHD10 (INSTALL
BEFORE CONCRETE POUR)
16" MIN. FOR 8' HEIGHT
18" MIN. FOR 9' HEIGHT
20" MIN. FOR 10' HEIGHT
MIN. ONE FULL-HEIGHT STUD.
ADD ADDITIONAL FULL-HEIGHT
STUDS AS SPACE PERMITS.
7/16" or OSB
CRIPPLE STUDS
AS REQUIRED (TYP.)
TOP PLATE
ELEVATION
FASTEN 2X PLATE TO
HEADER WITH 2 ROWS
OF 16d SINKERS @ 3" O.C.
DETAIL J
BUILT-UP PORTAL FRAME
SCALE: N.T.S
OUTSIDE FACE OF WALL INSIDE FACE OF WALL
ALTERNATIVE ATTACHEMENT
TO FOUNDATION
7/16" PLYWOOD or OSB w/8d COMMON
NAILS @ 6" O.C. AT PANEL EDGES AND @
12" O.C. IN FIELD
2-SIMPSON MST27
STRAPS or EQUAL (TYP.)
(2) MSTA30 = (1) MST27
1/2" DIA ANCHOR BOLT; DRILL AND INSTALL
w/ SIMPSON SET EPOXY, 7" EMBEDMENT
[ALTERNATIVELY, INSTALL 1/2" DIA. J-BOLT
(7" EMBEDMENT) BEFORE CONCRETE POUR]
NOTE: 1/2" ANCHOR BOLT IS NOT
REQUIRED WHEN 2-SIMPSON HTT4'S
ARE USED.
12" MIN
STRAPS ACROSS
HEADER TRANSITION
(2)2x4 JACK STUDS
EACH END (TYP.)
KING STUD
EACH END
PROVIDE SOLID 2X
BLOCKING BETWEEN
HEADERS
HEADER-
SEE PLAN FOR
BEAM SIZE (TYP.)
BRACED WALL PANEL BETWEEN GARAGE DOORS
TOP PLATE
ELEVATION
.
10
'
M
A
X
.
H
E
I
G
H
T
T
O
T
O
P
O
F
H
E
A
D
E
R
8d COMMON
NAILS @ 3"
O.C.E.W. THIS
AREA
1/2" DIA ANCHOR BOLT;
INSTALL w/ SIMPSON SET
EPOXY, 7" EMBEDMENT
(ALTERNATIVELY INSTALL
1/2" DIA. J-BOLT BEFORE
CONCRETE POUR.)
2-SIMPSON HTT4 W/ 5/8" DIA
ANCHOR BOLTS; INSTALL
W/SIMPSON SET EPOXY, 10"
EMBEDMENT (7" EMBEDMENT
WHEN NO CURB IS PRESENT)
2-SIMPSON STHD10 (INSTALL
BEFORE CONCRETE POUR)
1 #4 REBAR INSTALLED
IN SHEAR CONE PER
SIMPSON INSTALLATION
REQUIREMENTS
le
HORIZONTAL PROJECTION
1 #4 REBAR INSTALLED
IN SHEAR CONE PER
SIMPSON INSTALLATION
REQUIREMENTS
**WHEN HEADER NOT CONTINUOUS
NOTE:
RED THERMO-PLY IS AN ALLOWABLE
SUBSTITUTION FOR OSB/PLYWOOD
SHEATHING. THE FASTENERS &
ATTACHMENT PATTERN SHALL BE IN
ACCORDANCE WITH TABLE ON GFD/1. SEE
GFD/1 FOR ADDITIONAL INFORMATION.
DTL / 2
DR
A
W
N
B
Y
:
DA
N
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DA
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:
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2
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2
5
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.
S
.
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S
PL
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#
:
28
2
9
CA
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:
8 B
L
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:
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-
-
27
2
7
N
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C
A
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A
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,
TX
44
1
6
K
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L
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H
I
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K
S
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A
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FO
R
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W
O
R
T
H
,
T
X
7
6
2
4
4
(8
1
7
)
3
7
9
-
0
8
6
6
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N
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A
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I
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D
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S
I
G
N
S
,
I
N
C
.
JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
DTL / 3
3-SIMPSON SDS1/4x4.5 WOOD
SCREWS INTO EACH SIDE
OF CHIMNEY FRAME
AT RAFTER AND CEILING
PENETRATIONS.
7/16" PLYWOOD or OSB AROUND
PERIMETER; NAIL WITH 10d COMMON
NAILS AT 6" O.C., @ PANEL EDGES AND 12"
O.C. AT INTERIOR SUPPORTS
2x4 CONNECTED WITH
10d COMMON NAIL AT 12" O.C.
TYPICAL AT CORNERS
"T" INTERSECTION POST
CAP SEE SCHEDULE
POST BASE
SEE SCHEDULE
5/8" ANCHOR ROD
INSTALLED WITH
SIMPSON SET EPOXY
(4" EMBEDMENT)
POST BASE
SEE SCHEDULE
POST COLUMN
HUC2xTF
(x=DEPTH OF JOIST)
"L" INTERSECTION POST
CAP SEE SCHEDULE
POST COLUMN
BLOCKING
CEILING JOISTS
CHIMNEY FRAMING ELEVATION
PERIMETER NAILING:
10d COMMON NAILS
AT 6" O.C.
INTERIOR SUPPORT NAILING:
10d COMMON NAILS AT 12" O.C.
BLOCKING
7/16"
PLYWOOD
or OSB
RAFTERS
CHIMNEY FRAMING PLAN
2x4 BLOCK
AT 4'-0" O.C.
EACH SIDE
7/16" PLYWOOD OR
OSB SHEATHING w/ 8d
COMMON NAILS @ 6"
O.C. @ PANEL EDGES
AND @ 12" O.C. IN
FIELD
DBL 2x SOLID
BLOCKING
HIGH TOP PLATE
ELEVATION
(2) 1/2" DIA ANCHOR BOLTS,
INSTALLED W/SIMPSON SET
EPOXY (7" MIN EMBEDMENT)
SIMPSON LSTA30 or EQUAL
w/ 22-10d NAILS
EXTEND SHEATHING
2 STUD SPACES (O.C.E.W.)
STEEL LINTEL - SEE SCHEDULE
SIMPSON MAS MUDSILL ANCHORS @ 5'-0" O.C.
MAXIMUM ALONG EXTERIOR WALL LINE, WITHIN
12" OF WALL CORNERS, AND WITHIN 4" TO 12"
OF SILL PLATE BUTT JOINTS. (INSTALL BEFORE
CASTING THE SLAB)
1/2" DIA ANCHOR ROD (7" EMBEDMENT) @ 6'-0"
O.C. MAXIMUM ALONG EXTERIOR WALL LINE,
WITHIN 12" OF WALL CORNERS, AND WITHIN 4" TO
12" OF SILL PLATE BUTT JOINTS. DRILL AND
INSTALL w/ SIMPSON SET EPOXY (ALTERNATIVELY,
INSTALL J-BOLTS BEFORE CASTING THE SLAB)
TOP OF CONCRETE
ELEVATION
TOP OF CONCRETE
ELEVATION
STUD BEYOND
PRESSURE TREATED 2x SILL
PLATE (#2 S.Y.P. or EQUAL)
WASHER AND
NUT REQ'D
PRESSURE TREATED 2x SILL
PLATE (#2 S.Y.P. or EQUAL)
1
1/2" DIA. THRU-BOLT
@ 24" O.C., TYP.
SEE PLAN FOR
HEADER SIZE
STUD BEYOND
(2)2x4 EACH CORNER
OPENING BELOW
3"
M
I
N
1
1
/
2
"
M
I
N
ARCHITECTURAL FASCIA
NOTES:
1.USE SIMPSON Z-MAX FINISH or USP EQUIVALENT FOR POST
CONNECTORS WITH PERMANENT EXTERIOR EXPOSURE.
2.USE PRESSURE TREATED LUMBER WHEN WOOD IS
PERMANENTLY EXPOSED TO THE ENVIRONMENT.
SECTION Y-Y
X X
Y Y
CHIMNEY FRAMING PLAN
SECTION X-X
TYPICAL CHIMNEY
WIND BRACING DETAIL
SCALE: N.T.S
SCALE: N.T.S
SCALE: N.T.S
TYPICAL LEDGER ANGLE
SUPPORT DETAIL
SCALE: N.T.S
SEE SHEET NOTE 2
ANCHOR BOLTS
2 MUDSILL ANCHORS
TYPICAL EXTERIOR WALL SILL
PLATE ATTACHMENT DETAIL
(USE METHOD 1 or 2 )
SCALE: N.T.S
LOW TOP PLATE
ELEVATION
TYPICAL TOP PLATE
ELEVATION CHANGE DETAIL
SCALE: N.T.S
SEE SHEET NOTE 2
TYPICAL EXTERIOR POST
ATTACHMENT DETAIL
SCALE: N.T.S
POST COLUMN CONNECTION SCHEDULE (SIMPSON)
POST CAPS POST BASEPOST SIZE
4 x 4
6 x 6
8 x 8
10 x 10
12 x 12
"L" INTERSECTION
LCE4 (EACH SIDE)
LCE4 (EACH SIDE)
BC8
LCE4 (EACH SIDE)
LCE4 (EACH SIDE)
"T" INTERSECTION
AC4 (EACH SIDE)
AC6 (EACH SIDE)
BC8
(2)LCE4 (EACH SIDE)
(2)LCE4 (EACH SIDE)
ABU44
ABU66
ABU88
CB1212
CB1010
PRE-APPROVED STRUCTURAL CONNECTORS
CROSS REFERENCE TABLE
SIMPSON
STRONG-TIE
A34
ABU44
ABU66
AC4
AC6
CS16
H3
H4
HGA10
HHUS410
HHAS5.50/10
HTT16
HTT22
HU210-3
HU212-3
HU48
LSTA24
LSTA30
USP STRUCTURAL
CONNECTORS
SIMPSON
STRONG-TIE
USP STRUCTURAL
CONNECTORS
MP34
PAU44
PAU66
PBS44
PBS66
RS150
RT3
RT3
HGA10
THD410
THD610
HTT16
HTT22
HU210-3
HU212-3
HU48
LSTA24
LSTA30
LTS12
LTP4
LUS26
LUS26-2
LUS26-3
LUS28
LUS28-2
LUS28-3
LUS210
LUS210-2
LUS210-3
MAS
MST27
SPH4
SPH6
U410
U414
LTS12
MP4F
JUS26
JUS26-2
JUS26-3
JUS28
JUS28-2
JUS28-3
JUS210
JUS210-2
JUS210-3
FA3
KST227
SPTH4
SPTH6
SUH410
SUH414
GENERAL FRAMING DETAILS
BUILT UP POSTS
# OF BOLTSPOST SIZE TREATED SILL
PLATE SIZE WOOD SPEICES
(3) 2x4's
(4) 2x6's
(6) 2x8's
(6) 2x10's
(8) 2x12's
2x4 x 4 1
2"
2x6 x 6"
2x8 x 9"
2x10 x 9"
2x12 x 12"
SYP #2
SYP #2
SYP #2
SYP #2
SYP #2
1
1
2
2
3
DR
A
W
N
B
Y
:
DA
N
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DA
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:
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/
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5
/
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2
5
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:
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.
S
.
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E
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R
A
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O
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E
S
PL
A
N
#
:
28
2
9
CA
N
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E
R
B
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V
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A
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:
8 B
L
O
C
K
:
--
-
-
27
2
7
N
E
W
C
A
S
T
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E
D
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A
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E
V
I
N
E
,
TX
44
1
6
K
E
L
L
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R
H
I
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K
S
R
O
A
D
FO
R
T
W
O
R
T
H
,
T
X
7
6
2
4
4
(8
1
7
)
3
7
9
-
0
8
6
6
in
f
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c
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NO
R
T
E
X
F
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N
D
A
T
I
O
N
D
E
S
I
G
N
S
,
I
N
C
.
JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
DOUBLE-PLY CEILING BEAM SUPPORT
(OPTIONAL) A SIMPSON
HGA10.
CEILING BEAM
NUMBER OF ROOF RAFTER TAILS
TO MATCH NUMBER OF PLIES IN
CEILING BEAM
RAFTER TAILS
ALTERNATIVE DOUBLE-PLY CEILING BEAM
SUPPORT
CEILING BEAM
RAFTER TAILS
TRIPLE-PLY CEILING BEAM
SUPPORT
CEILING BEAM
RAFTER TAILS
MA
X
U
N
B
R
A
C
E
D
LE
N
G
T
H
(
R
E
:
P
L
A
N
)
2x4 COLLAR TIES'S @ 48" O.C.
(LOCATE IN UPPER 1/3 OF ROOF RAFTER)
NAIL HORIZONTAL LEG OF STONGBACK TO
EACH CEILING JOIST w/ (2)8d COMMONS
CONTINUOUS (2)2x4 OR (2)2x6
STRONGBACK @ 48" O.C.
(OPTIONAL) SIMPSON HGA10 @
EACH RAFTER
MINIMUM (6)10d
COMMON NAILS PER PLY
MINIMUM DOUBLE ROOF RAFTER
[EXCEPT USE TRIPLE ROOF
RAFTER FOR TRIPLE 2x10 OR
LARGER BEAMS]
NAIL VERTICAL LEG OF
STONGBACK TO RAFTER
w/ (4)10d COMMONS
BLOCKING AS
REQUIRED
CEILING JOISTS
CEILING JOISTS
RAFTERSRAFTERS
(OPTIONAL) ONE SIMPSON H3 or
EQUAL AT 48" O.C.
BLOCKING AS
REQUIRED
RAFTERS
BRACES @
4'-0" O.C.
NAIL HORIZONTAL LEG OF STRONGBACK
TO EACH CEILING JOIST w/ (2)8d COMMONSNAIL VERTICAL LEG OF
STRONGBACK TO RAFTER
w/ (4)10d COMMONS
)(
(OPTIONAL) ONE
SIMPSON HGA10 @
EACH RAFTER.
CONTINUOUS (2)2x4 or (2)2x6
STRONGBACK @ 48" O.C.()
ROOF RAFTER
4-10d COMMON NAILS4-10d COMMON NAILS
ROOF RIDGE BEAM
or RIDGE PLATE
8-10d COMMON NAILS
FROM CEILING JOIST
TO RAFTER FOR VAULTED
CEILINGS ONLY
INSTALL ONE RAFTER TAIL
UNDER CEILING JOIST
>
4
5
NAIL FLANGE TO WEB
w/10d COMMONS @ 9" O.C.
T-BRACE WEB
o SECTION A-A
PURLIN TO MATCH
RAFTER SIZE
T-BRACE
FLANGE
NOTE:
NOTCH IN ROOF RAFTER
SHOULD NOT EXCEED 1/4 OF
THE RAFTER DEPTH
4-10d COMMON NAILS FROM
CEILING JOIST TO RAFTER
(OPTIONAL) ONE SIMPSON H3 or
EQUAL AT 48" O.C.
COLLAR TIE
CONNECTION DETAIL
SCALE: N.T.S
VAULTED CEILING
DETAIL
SCALE: N.T.S
RAFTER ATTACHMENT
TO TOP PLATE DETAIL
SCALE: N.T.S
T-BRACE PURLIN
SUPPORT
SCALE: N.T.SCEILING JOISTS
PERPENDICULAR TO RAFTERS
SCALE: N.T.S
VAULTED CEILING w/ CEILING JOIST
PERPENDICULAR TO RAFTERS
SCALE: N.T.S
ROOF SUPPORT JOIST DETAIL
SCALE: N.T.S GENERAL FRAMING DETAILS
IF RAFTER SIZE IS BIGGER THAN
2x6, APPLY SHEETROCK NAILER
BETWEEN RAFTERS IF RAFTER SIZE IS BIGGER THAN
2x6, APPLY SHEETROCK NAILER
BETWEEN RAFTERS
IF RAFTER SIZE IS BIGGER THAN
2x6, APPLY SHEETROCK NAILER
BETWEEN RAFTERS
2x4
HEIGHT REQUIREMENTS SECTION
1-10 FT.2x4 "T" BRACING 2x4
2x4 2x6
2x6 2x8
11-20 FT.
21-30 FT.
2x6/2x4 "T" BRACING
2x8/2x6 "T" BRACING
"T" BRACING SCHEDULE
NOTES
1.REFER TO SHEET DTL-1 FOR FRAMING GENERAL NOTES.
2.RAFTERS, RIDGES, HIPS AND VALLEYS SHALL BE #2 S.Y.P. or EQUAL.
3.RIDGE, HIP, VALLEY, AND PURLIN LOADS SHALL BE DISTRIBUTED TO
WALLS or BEAMS BELOW BY "T" BRACES. REFER TO "T-BRACE
SCHEDULE" ON THIS SHEET FOR SIZING. THE "T" BRACES SHALL BE
INSTALLED AT AN ANGLE GREATER THAN 45 DEGREES WITH THE
HORIZONTAL. BRACE PURLINS AT 4'-0" O.C. MAX.
4.RAFTER SPANS EXCEEDING I.R.C. SPAN CHART (LISTED ON SHEET FR-3)
WITH THE HORIZONTAL DISTANCE SHALL BE BRACED WITH A PURLIN
MATCHING THE RAFTER SIZE IT IS BRACING.
5.THE ROOF SUPPORT FRAMING IS DESIGNED TO SUPPORT AN ASPHALT
or COMPOSITION SHINGLE ROOF. VARIATIONS FROM THIS TYPE OF
ROOF COVERING SYSTEM MUST BE BROUGHT TO THE ATTENTION OF
THE FRAMING ENGINEER FOR RE-DESIGN.
A
DTL / 4
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TX
44
1
6
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A
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S
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,
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C
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JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
TYPICAL DETAIL - BRICK ON WOOD
RAFTER SUPPORT AT ROOF
RIDGE BEAM or OTHER ROOF
FRAMING MEMBER
OVERALL SPAN
(=EFFECTIVE SPAN WHEN NO
ADDITIONAL T-BRACES PROVIDED)
ARCH CLEAR SPAN LESS THAN 6'-0":
1.STEEL LINTELS ARE OPTIONAL.
FOR SELF-SUPPORTING MASONRY:
2.USE TYPE N MORTAR CEMENT. PROPER SHORING
AND AMPLE MORTAR SET TIME ARE IMPERATIVE.
3.EXPANSION JOINTS SHALL NOT OCCUR OVER THE
ARCH OR WITHIN 5' OF EITHER SIDE OF THE ARCH
OPENING.
4.ATTACH 7/16" OSB TO THE WOOD FRAME BACKING
BEHIND THE ARCH AND CONTINUE A MINIMUM OF
3' ON EITHER SIDE OF THE ARCH OPENING. USE 8d
COMMON NAILS @ 6" O.C. @ PANEL EDGES AND @
12" O.C. IN THE FIELD.
WALL STUD
NAIL EACH END OF EACH PLY
OF BLOCKING TO JOIST WITH
MINIMUM (3) 8d COMMON TOE
NAILS
5/8" DIAM. LAG SCREWS
(3 1/2" LONG) @ 32" O.C.
ATTACH INTERIOR PLY TO
EACH STUD WITH MINIMUM
3-#10 WOOD SCREWS
(4" MIN. LENGTH); NAIL EACH
ADDITIONAL PLY WITH 3-10d
COMMON NAILS @ EACH STUD
PRESSURE TREATED
BRICK SUPPORT BEAM
ADJACENT
RAFTER or JOIST
BRICK OR STONE
WALL STUD
5/8" DIAM. LAG SCREWS
(3 1/2" LONG) @ 32" O.C.
BRICK VENEER
BRICK SUPPORT BEAM SPAN
BR
I
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K
HE
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G
H
T
TYPICAL WALL
SUPPORT BELOW
PRESSURE TREATED BRICK
SUPPORT BEAM-SEE SCHEDULE
STUD WALL
BEYOND NOT
SHOWN FOR
CLARITY
NAIL EACH PLY TOGETHER w/ 2 ROWS
OF 16d COMMON NAILS @ 12" O.C.
RAFTER
or JOIST
PRESSURE TREATED (3)2x4 BRICK
SUPPPORT BLOCKING BETWEEN
JOISTS
BRICK or STONE
FLOOR FRAMING OR HEADER,
IF APPLICABLE (SEE PLAN)
ROOF SLOPE
(SEE ARCHITECTURAL
PLANS)
ADDITIONAL T-BRACE AS REQUIRED TO
REDUCE EFFECTIVE SPAN (SUPPORTED BY
STUD WALL OR BEAM BELOW)
MIN. DBL. RAFTER OPPOSITE
BRICK ON WOOD SUPPORT
BEAM
T-BRACE SUPPORTED BY
STUD WALL OR BEAM BELOW
EFFECTIVE SPAN
SCALE: N.T.S
PRESSURE TREATED
BRICK SUPPORT
BEAM- SEE PLAN A
A
TYPICAL EACH END OF LINTEL
RISE-SEE ARCH PLAN
ARCH CLEAR SPAN OF 6'-0" OR MORE:
1.STEEL LINTELS ARE REQUIRED. SEE DETAIL BELOW.
2.ATTACH LAG BOLTS TO SOLID WOOD HEADER OR BLOCKING
3.LINTEL SHALL BE PAINTED AND FLASHED (NORTEX
RECOMMENDS 40-MIL. RUBBERIZED ASPHALT FLASHING)
1/2"-DIAM LAG BOLTS
(4" LONG) @ 24" O.C. TYP.
CLEAR SPAN
A36 STEEL
NOTES:
1.REFER TO SHEET DTL-1 FOR GENERAL NOTES.
2.ALL FASTENERS (INCLUDING NAILS, SCREWS, BOLTS, AND THREADED RODS) IN CONTACT WITH
PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED (NORTEX RECOMMENDS G185
GALVANIZING). ALL SIMPSON CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL
HAVE THE Z-MAX FINISH.
3.BRICK ON WOOD SUPPORT BEAMS ARE SIZED TO MEET L/600 DEFLECTION CRITERIA.
4.ALL BRICK SUPPORT BEAMS SHALL BE #2 S.Y.P. or EQUAL.
LOW ROOF FRAMING
MIN. PRESSURE TREATED (3)2x6
ATTACH EACH ADDITIONAL PLY AT
EACH STUD W/MIN. (3)10d COMMON
NAILS
ATTACH INSIDE PLY AT EACH STUD
w/(3)5/8"-DIAM LAG SCREWS (5" LONG)
WALL SUPPORT BELOW
STUD WALL
BEYOND NOT
SHOWN FOR
CLARITY
BRICK VENEER
*= ENGINEERED BEAM REQUIRED
MIN.
BEARING LENGTH
BRICK ON WOOD - PARALLEL FRAMING SUPPORT
BRICK HEIGHT ABOVE BEAMSPAN2'-0"4'-0"6'-0"8'-0"10'-0"
(3)2x6's
(3)2x6's
(3)2x8's
(3)2x10's
(3)2x12's
(3)2x6's
(3)2x6's
(3)2x8's
(3)2x10's
(3)2x12's
(3)2x6's
(3)2x8's
(3)2x10's
(3)2x12's
*
(3)2x6's
(3)2x8's
(3)2x10's
(3)2x12's
(3)2x6's
(3)2x8's
(3)2x10's
(3)2x12's
≤ 4'-0"
4'-0" < SPAN ≤ 6'-0"
6'-1" < SPAN ≤ 8'-0"
8'-1" < SPAN ≤ 10'-0"
10'-1" < SPAN ≤ 12'-0"
A
A
TYPICAL DETAIL - BRICK ON WOOD
BRICK VENEER PARALLEL TO FRAMING
SCALE: N.T.S
SECTION A-A
BEAM, IF APPLICABLE
(SEE PLAN)
STUD WALL, IF APPLICABLE
(SEE PLAN)
TYPICAL DETAIL - BRICK ON WOOD
BRICK VENEER PERPENDICULAR TO FRAMING
SCALE: N.T.S
BRICK or STONEWALL STUD
5/8" DIAM. LAG SCREWS
(3 1/2" LONG) @ 32" O.C.
STEEL LINTEL,
PAINTED AND
FLASHED- SEE
CHART
TYPICAL BRICK ON WOOD
SUPPORT @ LOW ROOF
SCALE: N.T.S
MIN.
BEARING LENGTH
ARCH CLEAR SPAN
SPANS ≤ 6'-0'
6'-0" < SPAN ≤ 12'-0'
MINIMUM LINTEL SIZE
L3 1/2 x 3 1/2 x 1/4
L6 x 4 x 1/2
MINIMUM BEARING LENGTH
4 INCHES
4 INCHES
TYPICAL BRICK ARCH LINTEL
BRICK ON WOOD DETAILS
SCALE: N.T.S
**
STEEL LINTEL,
PAINTED AND
FLASHED- SEE CHART
STEEL LINTEL,
PAINTED AND
FLASHED- SEE CHART
GENERAL FRAMING DETAILS
DTL / 5
2021
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TX
44
1
6
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A
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S
I
G
N
S
,
I
N
C
.
JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
GFD / 1
NOTES:
1.VERIFY THAT ENOUGH WALL SPACE IS AVAILABLE FOR OSB PANEL SUBSTITUTIONS
2.THE HEIGHT-TO-LENGTH RATIO OF THESE PANELS SHALL NEVER EXCEED 2 TO 1
3.STUD SPACING SHALL NOT EXCEED 16" O.C.
4.PANEL EDGES MAY BE BUTTED or LAPPED 3/4"MINIMUM.
5.ALL VERTICAL PANEL EDGES SHALL OCCUR OVER STUDS.
6.ALL HORIZONTAL PANEL EDGES SHALL BE BLOCKED WITH 2x LUMBER
TABLE "A" - INSTALLATION SCHEDULE
FASTENERS
SPACING
PANEL EDGE IN FIELD
3" O.C.6" O.C.
3" O.C.6" O.C.
3" O.C.6" O.C.
3" O.C.6" O.C.
3" O.C.6" O.C.
TYPE
7/16" CROWN x 1-1/4" LEG, No. 16 GAUGE GALVANIZED
STEEL STAPLES or No. 11 GAUGE, 1-1/4" GALVANIZED
STEEL ROOFING NAILS
SAME AS ABOVE
SAME AS ABOVE
SAME AS ABOVE
7/16" CROWN x 1-1/2" LEG, No. 16 GAUGE GALVANIZED
STEEL STAPLES or No. 11 GAUGE, 1-1/2" GALVANIZED
STEEL ROOFING NAILS
LABEL
RED
RED
RED
BLUE
N / A
SHEATHING
BRAND PRODUCT
ENERGY BRACE
THERMO-PLY
STAR R STRUC
THERMO-PLY
FIBER BRACE
0.106" STRUCTURAL BRACE
0.113" STRUCTURAL GRADE
(STORM BRACE) SHEATHING
0.625"
0.137" SUPER STRENGTH
SHEATHING
0.500" STRUCTURAL
TABLE "B" - MINIMUM LENGTH OF PANEL FOR VARIOUS PLATE HEIGHTS
SHEATHING
BRAND PRODUCT LABEL TOP PLATE HEIGHT ABOVE FLOOR MINIMUM LENGTH OF PANEL
ENERGY BRACE
THERMO-PLY
STAR R STRUC
THERMO-PLY
FIBER BRACE
DENS GLASS
0.106" STRUCTURAL BRACE
0.113" STRUCTURAL GRADE
(STORM BRACE) SHEATHING
0.625"
0.137" SUPER STRENGTH
SHEATHING
0.500" STRUCTURAL
0.500" STRUCTURAL
MOLD RESTART
RED
RED
RED
BLUE
N / A
SILVER
H ≤ 10'
10' < H ≤ 12'
12' < H ≤ 14'
H ≤ 10'
10' < H ≤ 12'
12' < H ≤ 14'
H ≤ 10'
10' < H ≤ 12'
12' < H ≤ 14'
H ≤ 10'
10' < H ≤ 12'
12' < H ≤ 14'
H ≤ 10'
10' < H ≤ 12'
12' < H ≤ 14'
H ≤ 10'
10' < H ≤ 12'
12' < H ≤ 14'
7'-6"
9'-0"
9'-0"
7'-6"
9'-0"
9'-0"
7'-6"
9'-0"
9'-0"
7'-6"
9'-0"
9'-0"
7'-6"
9'-0"
9'-0"
5'-0"
6'-0"
7'-0"
NOTES:
A. STEEL ANGLE SIZES ARE BASED ON L/600 DEFLECTION CRITERIA
B. REFER TO PLAN FOR AREAS WITH HIGHER CLEAR SPAN THAN 17'
C. CHART NOT APPLICABLE FOR GARAGE AREAS (SEE PLAN)
D. GABLE AREAS NOT INCLUDED (SEE PLAN)
NOTES:
1.REFER TO SHEET DTL-1 FOR GENERAL NOTES.
2.ALL FASTENERS (INCLUDING NAILS, SCREWS, BOLTS, AND THREADED RODS) IN CONTACT WITH PRESSURE
TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED (NORTEX RECOMMENDS G185 GALVANIZING). ALL
SIMPSON CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL HAVE THE Z-MAX FINISH.
STEEL ANGLE
PER TABLE
STEEL LINTEL SCHEDULE
HEIGHT OF VENEER
3 1/2 x 3 1/2 x 1/4
LINTEL
SIZE
HE
I
G
H
T
O
F
V
E
N
E
E
R
4 x 3 1/2 x 1/4
5 x 3 1/2 x 3/8
6 x 4 x 3/8
7 x 4 x 1/2
8 x 4 x1/2
21 12 6 3 2 1
15 10 5 3 2 1
CLEAR SPAN
HEIGHT OF STONE
3 1/2 x 3 1/2 x 1/4
LINTEL
SIZE
4 x 3 1/2 x 1/4
5 x 3 1/2 x 3/8
6 x 4 x 3/8
7 x 4 x 1/2
8 x 4 x1/2
HEIGHT OF BRICK
22 15 9 6 4 3 2 1
22 16 11 7 5 4 3 2 2 1
22 15 11 8 6 5 4 3 2 2
22 16 12 9 7 6 4 4 3
32 18 10 5 3 2
23 15 8 5 3 2
23 14 9 6 5 3 2
24 16 11 8 6 5 3 3 2
23 17 12 9 7 6 5 4 3
24 18 14 11 9 7 6 5
1
1
2 1
2 1
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
CLEAR SPAN (FEET)
STONE = 60 LBS. / FT. SQUARED
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
CLEAR SPAN (FEET)
BRICK = 40 LBS. / FT. SQUARED
HEADER
LOCATION
INTERIOR & EXTERIOR WITH ROOF AND CEILING
EXTERIOR WITH (1) FLOOR ABOVE
INTERIOR WITH (1) FLOOR ABOVE
SIZE
(2)2x6's
(2)2x8's
EXTERIOR WITH (1) CLEAR SPAN FLOOR ABOVE
(2)2x10's
(2)2x12's
SPAN # OF JACK STUDS
4'-2"
5'-4"
6'-6"
7'-6"
1
2
2
2
HEADER SCHEDULE
SIZE
(2)2x6's
(2)2x8's
(2)2x10's
(2)2x12's
SPAN # OF JACK STUDS
3'-7"
4'-6"
5'-6"
6'-5"
2
2
2
2
SIZE
(2)2x6's
(2)2x8's
(2)2x10's
(2)2x12's
SPAN # OF JACK STUDS
3'-6"
4'-5"
5'-5"
6'-3"
1
2
2
2
SIZE
(2)2x6's
(2)2x8's
(2)2x10's
(2)2x12's
SPAN # OF JACK STUDS
3'-0"
3'-10"
4'-8"
5'-5"
2
2
2
3
HEADER
LOCATION
HEADER
LOCATION
HEADER
LOCATION
NOTE:
1. ANY HEADER SPANS AND SIZES NOT COVERED ABOVE TO BE NOTED ON PLAN
2. SIZES AND SPANS BASED ON #2 S.Y.P. (IF OTHER, SEE PLAN)
3. FASTEN PLYS TOGETHER WITH 16d COMMON NAILS @ 16" O.C. ALONG EACH EDGE
4. ANY HEADERS FALLING UNDER A FLOOR SYSTEM NOT DESIGNED BY NORTEX,
SHALL BE DESIGNED AND SIZED BY FLOOR SYSTEM MANUFACTURER
ref. I.R.C. ® TABLES R602.7(1),R602.7(2) & R602.7(3)
1'-6" MAX. BEAM LENGTH
DOUBLE L4x4x1/4
(A36 STEEL) w/ (6)
1/2"-DIAM. BOLTS
2"
2"
2x2 LEDGER
INSTALL WASHERS
@ EACH BOLT
MINIMUM (3)10d COMMON NAILS
UNDER EACH DIAGONAL STRUT
2x2 LEDGER W/ 10d
COMMON NAILS @ 4" O.C.
B (2)2x4 KICKER BRACE @ 18" O.C.
ATTACH TO BEAM AND
ADJACENT I-JOIST (NOT SHOWN)
(2)2x8 @ 18" O.C.
3/4" OSB
SUBFLOORB
(2-PLY) ENGINEERED
BEAM [MATCH HEIGHT
OF I-JOIST FRAMING]
3/4" OSB
SUBFLOOR
FURR OUT LEDGE
AS REQUIRED
(2)2x8 POSITIONED
TIGHT AGAINST BEAM
2x4 STRUT EACH SIDE.
ATTACH W/ (4) 10d
COMMON NAILS.
SECTION B-B
TYPICAL CANTILEVERED LEDGE
FRAMING DETAIL
SCALE: N.T.S
SCALE: N.T.S
SIMPSON HANGER SCHEDULE
FOR MULTIPLE-PLY BEAMS and CEILING JOISTS
(TYPICAL UNLESS NOTED OTHERWISE ON PLANS)
MEMBER SIZE
2x6
(2)2x6
(3)2x6
2x8
(2)2x8
(3)2x8
2x10
(2)2x10
(3)2x10
FACE MOUNT TOP FLANGE
LUS26 JB26
LUS26-2 HUS26-2TF
HU26-3 N / A
LUS26 JB28
HUS28-2 HUS28-2TF
HU26-3
LUS28
LUS210-2
HU210-3 HU210-3TF
N / A
HUS210-2TF
JB210
2x12
(2)2x12
(3)2x12
LUS210
LUS210-2
HU212-3
JB212
HUS212-2TF
HU212-3TF
NOTES:
1. SCHEDULE BASED ON NO POINT LOADS APPLIED TO BEAMS
OR JOISTS.
2. SPECIALITY BEAM (LVL's, LSL's, PSL's, etc.) HANGERS WILL
BE CALLED OUT ON THE PLAN.
3. REFER TO SIMPSON CATALOG FOR INSTALLATION GUIDELINES.
4. HANGER SCHEDULE BASED ON THE USE OF S.Y.P. LUMBER.GENERAL FRAMING DETAILS
ALLOWABLE SHEAR WALL OSB OR
PLYWOOD PANEL SUBSTITUTIONS
DR
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,
TX
44
1
6
K
E
L
L
E
R
H
I
C
K
S
R
O
A
D
FO
R
T
W
O
R
T
H
,
T
X
7
6
2
4
4
(8
1
7
)
3
7
9
-
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8
6
6
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N
D
A
T
I
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N
D
E
S
I
G
N
S
,
I
N
C
.
JOB NUMBER
25-194196
TX FIRM REGISTRATION#: F-6417
INTERIOR BRACING DETAILS
NOTE:
USE A METALLISCANNER TO LOCATE EXISTING CABLES
TYPICAL
DOOR
OPENING
(WHEN
PRESENT)
TOP PLATE
ELEVATION
REFER TO LATERAL BRACING PLAN FOR
EXTENT OF SHEATHING REQUIREDSHEATH WALL AREAS ABOVE,
BELOW, AND ADJACENT TO
OPENINGS WITH 1/2" GYPSUM
SHEATHING ON BOTH SIDES. 2x
BLOCKING SHALL BE INSTALLED AT
ALL HORIZONTAL PANEL JOINTS,
AND VERTICAL PANEL JOINTS SHALL
OCCUR OVER STUDS. USE 1/2"
GALV. ROOFING NAIL OR STAPLE x
1 5/8" LONG; OR 1 5/8" SCREWS
TYPE W OR S AT 7" O.C. FOR EDGE
AND FIELD. OR LET-IN BRACE @
BOTH ENDS OF WALL
NOTE:
THE ELEVATION SHOWN IS FOR
ILLUSTRATIVE PURPOSES ONLY AND MAY
DIFFER FROM ACTUAL CONDITIONS
DETAIL IL
FIRST FLOOR INTERIOR SHEATHING
DETAIL
SCALE: N.T.S
TYPICAL
HALLWAY
OR
ROOM
(WHEN
PRESENT)
4"
MI
N
.
3,000 PSI CONCRETE
TOP PLATE
ELEVATION
1x4 NOTCHED INTO
STUDS. NOTCH MUST
BEAR ON DIAGONAL or
BE REINFORCED WITH
METAL STRAP.
OR45 DEGREES (MIN.)
TO
60 DEGREES (MAX.)
INSTALL SIMPSON 1/2" x 5"
LG. TITEN HD (THD50500H)
WITHIN 6'-0" OF BOTH END OF
WALL PER MFG.'S
INSTRUCTIONS
TYPICAL
DOOR
OPENING
(WHEN
PRESENT)
TOP PLATE
ELEVATION
REFER TO LATERAL BRACING PLAN FOR
EXTENT OF SHEATHING REQUIREDSHEATH WALL AREAS ABOVE,
BELOW, AND ADJACENT TO
OPENINGS WITH 1/2" GYPSUM
SHEATHING ON BOTH SIDES. 2x
BLOCKING SHALL BE INSTALLED AT
ALL HORIZONTAL PANEL JOINTS,
AND VERTICAL PANEL JOINTS SHALL
OCCUR OVER STUDS. USE 1/2"
GALV. ROOFING NAIL OR STAPLE x
1 5/8" LONG; OR 1 5/8" SCREWS
TYPE W OR S AT 7" O.C. FOR EDGE
AND FIELD. OR LET-IN BRACE @
BOTH ENDS OF WALL
NOTE:
THE ELEVATION SHOWN IS FOR
ILLUSTRATIVE PURPOSES ONLY AND MAY
DIFFER FROM ACTUAL CONDITIONS
DETAIL IU
SECOND FLOOR INTERIOR SHEATHING
DETAIL
SCALE: N.T.S
TYPICAL
HALLWAY
OR
ROOM
(WHEN
PRESENT)
FLOOR JOIST
RED T-PLY IS AN ALLOWABLE SUBSTITUTION
FOR GYPSUM SHEATHING. SEE GFD/1 FOR
NAILING PATTERN & OTHER REQUIREMENTS.
PROVIDE BLOCKING @ ALL HORIZONTAL JOINTS.
TOP PLATE
ELEVATION
1x4 NOTCHED INTO
STUDS. NOTCH MUST
BEAR ON DIAGONAL or
BE REINFORCED WITH
METAL STRAP.
OR45 DEGREES (MIN.)
TO
60 DEGREES (MAX.)
RED T-PLY IS AN ALLOWABLE SUBSTITUTION
FOR GYPSUM SHEATHING. SEE GFD/1 FOR
NAILING PATTERN & OTHER REQUIREMENTS.
PROVIDE BLOCKING @ ALL HORIZONTAL JOINTS.
IBD / 1
Generated by REScheck-Web Software
Compliance Certificate
Project Newcastle Addition/Remodel
Energy Code:2015 IECC
Location:Grapevine, Texas
Construction Type:Single-family
Project Type:Addition
Orientation:Bldg. faces 315 deg. from North
Climate Zone:3 (2683 HDD)
Permit Date:
Construction Site:
2727 Newcastle Dr.
Grapevine, TX 76051
Owner/Agent:Designer/Contractor:
Sierra Fine Custom Homes
Permit Number:
false
false
Has Battery:false
false
Has Heat Pump:false
All Electric
Is Renewable
Has Charger
Project SubType:None
Compliance: Passes using UA trade-off
3.2% Better Than Code Maximum UA:222 Your UA:215
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Compliance:Maximum SHGC:0.25 Your SHGC:0.21
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Assembly
Gross Area
or
Perimeter
Cavity
R-Value
Cont.
R-Value
Prop.
U-Factor
Req.
U-Factor
Prop.
UA
Req.
UA
Ceiling: Cathedral Ceiling 1,171 0.0 22.0 0.042 0.030 49 35
Front Wall: Wood Frame, 16" o.c.
Orientation: Front 487 0.0 13.5 0.056 0.060 21 23
Window: Metal Frame
SHGC: 0.21
Orientation: Front
106 0.290 0.350 31 37
Left Wall: Wood Frame, 16" o.c.
Orientation: Left side 389 0.0 13.5 0.056 0.060 22 23
Rear Wall: Wood Frame, 16" o.c.
Orientation: Back 487 0.0 13.5 0.056 0.060 22 23
Window 1: Metal Frame
SHGC: 0.21
Orientation: Back
99 0.290 0.350 29 35
Right Wall: Wood Frame, 16" o.c.
Orientation: Right side 509 0.0 13.5 0.056 0.060 26 27
Project Title: Newcastle Addition/Remodel
Data filename:Page 1 of 2
01/24/25Report date:
Assembly
Gross Area
or
Perimeter
Cavity
R-Value
Cont.
R-Value
Prop.
U-Factor
Req.
U-Factor
Prop.
UA
Req.
UA
Window 2: Metal Frame
SHGC: 0.21
Orientation: Right side
53 0.290 0.350 15 19
Floor: Slab-On-Grade (Unheated)
Insulation depth: 0.0'
Insulation position: No Insulation
56 0.0 1.042 1.042 0 0
Name - Title Signature Date
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Project Title: Newcastle Addition/Remodel
Data filename:Page 2 of 2
01/24/25Report date:
Martin Caraway - Plans Examiner 1/24/2025