JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
DRFT
40 PSF LIVE LOAD
30 PSF LIVE LOAD
20 PSF LIVE LOAD
20 PSF
2000 PSF
100 MPH EXPOSURE B
CODE:
FLOORS
SLEEPING AREAS
ROOF
UNINHABITABLE ATTIC
ASSUMED SOIL BEARING
WIND
PLAN RELEASE / REVISIONS
ENGINEERING DESIGN LOADS
REV. DATE REVISION DESCRIPTION
2012 NC RESIDENTIAL BUILDING CODE
ENGINEERING OF RECORD
ARCH PLAN VERSION
NOTE
1. ENGINEER'S SEAL APPLIES TO STRUCTURAL COMPONENTS ONLY. ENGINEER'S SEAL DOES
NOT CERTIFY DIMENSIONAL ACCURACY OR ARCHITECTURAL LAYOUT INCLUDING ROOF
GEOMETRY. JDS CONSULTING & DESIGN, PLLC ASSUMES NO LIABILITY FOR CHANGES MADE
TO THESE PLANS BY OTHERS, OR FOR CONSTRUCTION METHODS, OR FOR ANY DEVIATION
FROM THE PLANS. ENGINEER TO BE NOTIFIED PRIOR TO CONSTRUCTION IN ANY
DISCREPANCIES ARE NOTED ON THE PLANS.
2. ALL CONSTRUCTION, WORKMANSHIP, MATERIAL QUALITY AND SELECTION SHALL BE IN
ACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODE - RESIDENTIAL CODE 2012
EDITION FROM THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC). DIMENSIONS SHALL
GOVERN OVER SCALE AND CODE SHALL GOVERN OVER DIMENSIONS.
3. THESE PLANS ARE ISSUED FOR A CONDITIONAL ONE USE FOR THE LOT OR ADDRESS
SPECIFIED ON THE TITLE BLOCK. PLANS MUST HAVE SIGNED SEAL AND BE CONSTRUCTED ON
SPECIFIC LOT OR ADDRESS TO BE VALID.
JDS CONSULTING & DESIGN, PLLC
ENGINEERING, BUILDING DESIGN, & CONSTRUCTION
CONSULTING SERVICES
8600 "D" JERSEY COURT
RALEIGH, NC 27617
FIRM LIC. NO: P-0961;
PROJECT REFERENCE: WTS140127
02/19/2014 PRELIMINARY DRAWING OF ELEVATION A
JDM
GES
02/27/2014 PRELIMINARY DRAWING OF ELEVATION B
03/21/2014 FINALIZE FLOOR PLANS & ELEVATIONS
03/24/2014 STRUCTURAL LAYOUT
GES
GES
WTS
STRUCTURAL REVIEW03/26/2014
WTS
ADDED OPTIONAL DECK03/26/2014
DBC4 RIGHT HAND KITCHEN
HOUSE PLAN FOR:
GES
MAKE REVISIONS TO ELEV & FLOOR PLANS (HIP ROOF,CHANGE DOOR SIZES, ADD WINDOW 2ND FLR BATH, 4X8 DECK @ REAR)03/31/2014
REVERSE PLAN04/01/2014
GES
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
LEFT ELEVATION
SCALE: 1/8" = 1'-0"
7'-4"
WIN
DO
W H
GT
.
9'-1"
CE
IL
IN
G H
GT
.
14
3
/4"
7'-4"
WIN
DO
W H
GT
.
9'-1 1
/2
"
CE
IL
IN
G H
GT
.
12812
8
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
MASONRYFOUNDATION W/PARGE FINISH
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
8" TRIM BOARDw/ 2" CAP
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVER
TRUSSES - PER ROOF PLAN
ridge vent
8x8 WOOD COL.w/ BASE & CAP.
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVER
TRUSSES - PER ROOF PLAN
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
6" FASCIA BOARD 6" FASCIA BOARD
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVER
TRUSSES - PER ROOF PLAN
4" Freize BOARD
8" TRIM BOARDw/ 2" CAP
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVER
TRUSSES - PER ROOF PLAN
8x8 WOOD COL.w/ BASE & CAP.
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVER
TRUSSES - PER ROOF PLAN
128
128
128
ASPHALT SHINGLESOVER 30# FELTOVER 1/2" OSB
OVER TRUSSES -PER ROOF PLAN 12
412
4
124
124
124
ridge vent
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
6" FASCIA BOARD
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVER
TRUSSES - PER ROOF PLAN
8" TRIM BOARDw/ 2" CAP
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
6" FASCIA BOARD
ASPHALT SHINGLESOVER 30# FELTOVER 1/2" OSB
OVER TRUSSES -PER ROOF PLAN
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVER
TRUSSES - PER ROOF PLAN
MASONRYFOUNDATION W/PARGE FINISH
124
REAR ELEVATION
SCALE: 1/8" = 1'-0"
RIGHT ELEVATION
SCALE: 1/8" = 1'-0"
FRONT ELEVATION
SCALE: 1/8" = 1'-0"
GLAZING CALCULATIONS - eLEVATION B1ST FLOOR = 168.3 SF OF GLAZING2ND FLOOR = 111 SF OF GLAZINGGLAZING AREA TOTAL = 279.3 SFtotal EXTERIOR WALL AREA = 2453 SFPERCENT OF GLAZING = 11.4 %
8x8 WOOD COL.w/ BASE & CAP.
RAIL AS REQ'D
4x4 DECORATIVEPOST
MASONRYFOUNDATION W/PARGE FINISH
RAIL AS REQ'D
4x4 DECORATIVEPOST
MASONRYFOUNDATION W/PARGE FINISH
RAIL AS REQ'D
4x4 DECORATIVEPOST
RAIL AS REQ'D
4x4 DECORATIVEPOST
128
128
128
128
RAIL AS REQ'D
4x4 DECORATIVEPOST
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
SECOND FLOOR PLAN
SCALE: 1/8" = 1'-0"
family ROOM19/7x10/109' CEILING
dining11/0x13/09' CEILING
kitchen11/0x14/09' CEILING
d/w
sin
kr
ang
e
refg
closetcloset
laundry12/0x5/69' CEILING
dr
ywash
suite 212/0x10/119' CEILING
bath 2
up
17 r
@ 7
.218
75"
coats
frontporch
BED #310/0x10/109' CEILING
Bed #49/4x10/109' CEILING
up17 r @ 7.21875"
w.i.c.
w.i.c.
w.i.c.
w.i.c.
linen
mastersuite14/0x14/09' CEILING
masterbATH
BATH 3
3/0
3/0X5/0 3/0X5/0
3/0
X5/0
3/0
X5/0
3/0
X5/0
3/0
X3/0
FLUSH TOP BAR
2/4
2/4 POCKET
2/0X3/03/0X5/0 temp
2/4X5/0
2/4X5/0
3/0X5/0
3/0X5/0
3/0
X5/0
3/0
X5/0
3/0X5/03/0X5/02/0X3/0
2/0
2/6 2/6
2/01/8
1/8
2/6
2/4
2/4
2/0
3/0X5/0
FIRST FLOOR PLAN
SCALE: 1/8" = 1'-0"
2/8
8x8 WOOD COL.w/ BASE & CAP.
46'-0
"
6'-0
"40
'-0
"
11'-10
3/4
"5'-0
"5'-0
"9'-0
"9'-1 1/4"
46'-0
"
6'-0
"40
'-0
"
22'-4"
7'-7
1/2
"10
'-0
1/2
"24'-0"
3'-9 1/2"5'-0"8'-2 1/2"4'-1 1/4"2'-10 3/4"
11'-6 1/2"6'-1 3/4"6'-5 1/4"
11'-5"4'-3 1/2"8'-3 1/2"
4'-2 1/2"4'-1"
25'-8 1/2
"14
'-3 1/2
"
11'-1 1/2"
9'-1"
11'-5"
2'-3
1/2
"
6'-1"
3'-5 1/2
"7'-4
1/2
"3'-9 1/2
"5'-3 1/2
"5 1/2
"
24'-0"
2'-9 1/2"9'-0"9'-3"2'-11 1/2"
24'-0"
11'-0"13'-0"
3'-3 1/2"5'-0"2'-8 1/2"6'-6"6'-6"
4'-8 1/2"
1'-9 1/2"
9'-2 1/2"8'-3 1/2"
10'-3 1/2"9'-7 1/2"4'-1"
11'-1 1/2"
4'-6 1/2
"4'-6 1/2
"14
'-7"
7'-3
1/2
"
13'-1 1/2"
3'-9 1/2
"5'-3 1/2
"4'-3 1/2
"4'-8 1/2
"5'-7"3
'-7"
14'-3 1/2"3'-9 1/2"5'-11"
3'-6"6'-2 1/2"
46'-0
"
4'-0
"2'-0
"34'-9 1/2
"5'-2
1/2"
2'-5
1/2
"20
'-2
1/2"
12'-1 1/2"
46'-0
"
4'-0
"36'-9 1/2
"5'-2
1/2"
deck / patio4x8
24'-0"
9'-11"4'-6 1/2"3'-9"5'-9 1/2"
refgwash
2/0X3/03/0X5/0
2/8
deck / patio10X10
SQUARE FOOTAGE CALCSFIRST FLOOR heated 960 SQ.FT.SECOND FLOOR heated 812 sq.ft.total heated 1772 sq.ft.
front porch 60 sq.ft.STANDARD DECK/PATIO 32 SQ.FT.OPTIONAL DECK / PATIO 100 SQ.FT.
1. EXTERIOR walls drawn @ 3 1/2" width2. INTERIOR WALLS DRAWN @ 3 1/2" WIDTH3. Clg hgt drawn @ 9'-1" aff4. set windows @ 7'-4" a.f.f. u.n.o.
1. EXTERIOR walls drawn @ 3 1/2" width2. INTERIOR WALLS DRAWN @ 3 1/2" WIDTH3. Clg hgt drawn @ 8'-1 1/2" aff4. set windows @ 6'-8" a.f.f. u.n.o.
DECK/PATIO OPT.
2/81/2 lite
2/0 2/0
2/6
2/0 2/0
2/0
2/0
2/4
2/0
3/0
X1/0
17'-1"
19'-8 1/2
"
4'-0
"
8'-0"7'-7 1/2"
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
SCALE: 1/8" = 1'-0"
ROOF PLAN
RID
GE
RID
GE
13'-0"
7'-6"
VALLEY
HIP
HIP
HIP
HIP
HIPHIP
1'-0"OH
1'-0
"OH
12:4
12:4
12:4
12:8
12:8
12:812:8
12:812:8
1'-0
"OH
ATTIC VENTILATION
THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE
LESS THAN 1 TO 150 OF THE AREA OF THE SPACE
VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED
TO BE REDUCED TO 1 TO 300 PROVIDED AT LEAST 50% AND
IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER
PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3'
ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF
THE REQUIRED VENTILATION PROVIDED BY EAVE OR
CORNICE VENTS
SQUARE FEET OF ATTIC / 150 =1772
11.81
SQUARE FEET OF NET FREE AREA REQUIRED
NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA
12:8
12:4
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
MATERIALS
1. 1. INTERIOR / TRIMMED FRAMING LUMBER SHALL BE #2
SPRUCE PINE FIR (SPF) WITH THE FOLLOWING DESIGN
PROPERTIES:
Fb = 875 PSI Fv = 70 PSI E = 1.4E6 PSI
2. FRAMING LUMBER EXPOSED TO WEATHER OR IN CONTACT
WITH THE GROUND, CONCRETE, OR MASONRY SHALL BE
PRESSURE TREATED #2 SOUTHERN YELLOW PINE (SYP)
WITH THE FOLLOWING DESIGN PROPERTIES:
Fb = 975 PSI Fv = 95 PSI E = 1.6E6 PSI
3. LVL STRUCTURAL MEMBERS TO BE LAMINATED VENEER
LUMBER WITH THE FOLLOWING MINIMUM DESIGN
PROPERTIES:
Fb = 2600 PSI Fv = 285 PSI E = 1.9E6 PSI
4. PSL STRUCTURAL MEMBERS TO BE PARALELL STRAND
LUMBER WITH THE FOLLOWING MINIMUM DESIGN
PROPERTIES:
Fb = 2900 PSI Fv = 290 PSI E = 2.0E6 PSI
5. LSL STRUCTURAL MEMBERS TO BE LAMINATED STRAND
LUMBER WITH THE FOLLOWING MINIMUM DESIGN
PROPERTIES:
Fb = 2250 PSI Fv = 400 PSI E = 1.55E6 PSI
6. STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL
CONFORM TO ASTM A36. Fy = 50 KSI
7. REBAR SHALL BE DEFORMED STEEL CONFORMING TO
ASTM A615 GRADE 60.
8. SEE TABLE R602.3(1) FOR STRUCTURAL MEMBER
FASTENING REQUIREMENTS.
9. POURED CONCRETE TO BE MINIMUM 3000 PSI AT 28 DAYS.
MATERIALS USED TO PRODUCE CONCRETE SHALL COMPLY
WITH THE APPLICABLE STANDARDS LISTED IN ACI 318 OR
ASTM C 1157.
10. CONCRETE LOCATED PER TABLE R301.2(1) SHALL BE AIR
ENTRAINED PER TABLE R402.2.
11. MASONRY UNITS SHALL CONFORM TO ACI 530/ASCE 5/TMS
402 AND MORTAR SHALL COMPLY WITH ASTM C 270.
CONCRETE
CONTINUOUS
DOUBLE
DIAMETER
DOUBLE JOIST
DOUBLE RAFTER
DOUBLE STUD POCKET
EACH
EACH END
FLAT PLATE
FOOTING
HANGER
JACK STUD COLUMN
KING STUD COLUMN
LAMINATED VENEER LUMBER
MANUFACTURER
NOT TO SCALE
ON CENTER
PRESSURE TREATED
RAFTER SUPPORT
STUD COLUMN
STUD POCKET
TRIPLE JOIST
TRIPLE RAFTER
TYPICAL
UNLESS NOTED OTHERWISE
EXTRA JOIST
ABBREVIATIONS
CONC
CONT
DBL
DIAM
DJ
DR
DSP
EA
EE
FL PT
FTG
HGR
JS
KS
LVL
MFTR
NTS
OC
PT
RS
SC
SP
TJ
TR
TYP
UNO
XJ
GENERAL NOTES
1. ENGINEER'S SEAL APPLIES TO STRUCTURAL COMPONENTS
ONLY. ENGINEER'S SEAL DOES NOT CERTIFY DIMENSIONSAL
ACCURACY OR ARCHITECTURAL LAYOUT INCLUDING ROOF
GEOMETRY. JDS CONSULTING & DESIGN, PLLC ASSUMES NO
LIABILITY FOR CHANGES MADE TO THESE PLANS BY OTHERS,
OR FOR CONSTRUCTION METHODS, OR FOR ANY DEVIATION
FROM THE PLANS. ENGINEER TO BE NOTIFIED PRIOR TO
CONSTRUCTION IF ANY DISCREPANCIES ARE NOTED ON THE
PLANS.
2. ALL CONSTRUCTION, WORKMANSHIP, MATERIAL QUALITY AND
SELECTION SHALL BE IN ACCORDANCE WITH THE NORTH
CAROLINA STATE BUILDING CODE - RESIDENTIAL CODE 2012
EDITION FROM THE 2009 INTERNATIONAL RESIDENTIAL CODE
(IRC). DIMENSIONS SHALL GOVERN OVER SCALE AND CODE
SHALL GOVERN OVER DIMENSIONS.
3. THESE PLANS ARE ISSUED FOR A CONDITIONAL ONE TIME USE
FOR THE LOT OR ADDRESS SPECIFIED ON THE TITLE BLOCK.
PLANS MUST HAVE SIGNED SEAL AND BE CONSTRUCTED ON
SPECIFIED LOT OR ADDRESS TO BE VALID.
CONSTRUCTION
1. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL
DIMENSIONS PRIOR TO CONSTRUCTION. FURTHERMORE
CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
CONSTRUCTION MEANS, METHODS, AND SAFETY ON SITE.
NOTIFY JDS CONSULTING & DESIGN, PLLC IMMEDIATELY IF
DISCREPANCIES ON PLAN EXIST.
2. ALL INTERIOR AND EXTERIOR BEARING HEADERS TO BE
MINIMUM (2) 2x6 #2 SPF WITH (1) JACK AND (1) KING STUD AT
EACH END U.N.O.
3. ALL ENGINEERED WOOD PRODUCTS (LVL, PSL, LSL, ETC.) SHALL
BE INSTALLED WITH CONNECTIONS PER MANUFACTURER
SPECIFICATIONS.
4. ALL STEEL BEAMS TO BE SUPPORTED AT EACH END WITH A MIN.
BEARING LENGTH OF 3 1/2" AND FULL FLANGE WIDTH. BEAMS
MUST BE ATTACHED AT EACH END WITH A MINIMUM OF FOUR
16d NAILS OR TWO 1/2" x 4" LAG SCREWS U.N.O.
5. ALL BEAMS TO BE CONTINUOUSLY SUPPORTED LATERALLY
AND SHALL BEAR FULL WIDTH ON THE SUPPORTING WALLS OR
COLUMNS INDICATED WITH A MINIMUM OF THREE STUDS U.N.O.
6. SOLID BLOCKING TO BE PROVIDED AT ALL POINT LOADS
THROUGH FLOOR LEVELS TO THE FOUNDATION OR TO OTHER
STRUCTURAL COMPONENTS.
7. ENGINEERED WOOD FLOOR SYSTEMS AND ROOF TRUSS
SYSTEMS TO BE PROVIDED FOR REVIEW AND COORDINATED
WITH THE ENGINEER OF RECORD. INSTALLATION TO BE IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
ROOF TRUSS DRAWINGS TO BE SIGNED AND SEALED BY THE
MANUFACTURER AND REVIEWED BY THE ENGINEER OF RECORD
PRIOR TO CONSTRUCTION.
8. STEEL FLITCH BEAMS TO BE BOLTED TOGETHER USING (2)
ROWS OF 1/2" DIAM. BOLTS (ASTM 307) WITH WASHERS PLACED
UNDER THE THREADED END OF THE BOLT. BOLTS TO BE
SPACED AT 24" o.c. (MAX), AND STAGGERED TOP AND BOTTOM
OF BEAM (2" EDGE DISTANCE), WITH TWO BOLTS TO BE
LOCATED AT 6" FROM EACH END OF FLITCH BEAM.
9. BRICK LINTELS TO BE 3 1/2 x 3 1/2 x 1/4 STEEL ANGLE FOR UP TO
6'-0" SPAN AND 6 x 4 x 5/16 STEEL ANGLE FOR SPANS GREATER
THAN 6'-0" AND UP TO 10'-0" U.N.O.
10. BRICK LINTELS AT SLOPED AREAS TO BE 4 x 3 1/2 x 1/4 STEEL
ANGLE WITH 16d NAILS IN 3/16" HOLES IN 4" ANGLE LEG AT 12"
o.c. TO TRIPLE RAFTER. WHEN THE SLOPE EXCEEDS 4:12 A
MINIMUM OF 3 x 3 x 1/4 PLATES SHALL BE WELDED AT 24" o.c.
ALONG THE STEEL ANGLE.
11. ATTACH PORCH COLUMNS TO SLAB/FDN WALL USING ABA -OR-
ABE SIMPSON POST BASES TO FIT COLUMN SIZES CALLED ON
PLAN -OR- ANY OTHER COLUMN CONNECTION WITH 500# UPLIFT.
11. ATTACH PORCH COLUMNS TO UPPER PORCH BANDS USING AC
-OR- BC SIMPSON POST CAPS TO FIT COLUMN SIZES CALLED ON
PLAN -OR- ANY OTHER COLUMN CONNECTION WITH 500# UPLIFT.
12. ALL METAL HANGERS, STRAPS, AND HOLD-DOWNS TO BE
SIMPSON STRONG-TIE OR EQUIV.
LIVE LOAD
(PSF)
40
30
20
10
20
40
40
60
50
40
200
DESIGN LOADS
TABLE R301.5
DWELLING UNITS
SLEEPING ROOMS
ATTICS WITH STORAGE
ATTICS WITHOUT STORAGE
ROOF SNOW
STAIRS
DECKS
EXTERIOR BALCONIES
PASSENGER VEHICLE GARAGES
FIRE ESCAPES
GUARDRAILS AND HANDRAILS
TABLE R301.2(4) - DESIGN POSITIVE AND NEGATIVE PRESSURE FOR
DOORS AND WINDOW FOR A MEAN ROOF HEIGHT OF 35 FEET OR LESS
SHALL BE 25 PSF
TABLE R301.2(2) - COMPONENT AND CLADDING LOADS FOR A BUILDING
LOCATED IN EXPOSURE B
ROOF VALUES BOTH POSITIVE AND NEGATIVE SHALL BE
DESIGNED BASED ON ROOF PITCHES AND MEAN ROOF HEIGHT
AS FOLLOWS:
MEAN ROOF HEIGHT
ROOF PITCH 0-30 FT 35 FT 40 FT
0:12 TO 2.25:12 45.4 PSF 47.7 PSF 49.5 PSF
2.25:12 TO 7:12 34.8 PSF 36.5 PSF 37.9 PSF
7:12 TO 12:12 21.0 PSF 22.1 PSF 22.9 PSF
WALL CLADDING SHALL BE DESIGNED FOR A 24.1 PSF POSITIVE
AND NEGATIVE PRESSURE
FOUNDATION
1. MINIMUM ALLOWABLE SOIL BEARING CAPACITY IS ASSUMED TO BE
2000 PSF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
BEARING CAPACITY IF UNSATISFACTORY CONDITIONS EXIST.
2. CONCRETE AND MASONRY FOUNDATION WALLS TO BE SELECTED AND
CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION
R404 OR IN ACCORDANCE WITH ACI 318, NCMA TR68-A, OR ACI
530/ASCE 5/TMS 402.
3. MASONRY AND POURED CONCRETE WALL REINFORCEMENT TO BE IN
ACCORDANCE WITH TABLES R404.1.1 (1 THROUGH 4) OF THE NORTH
CAROLINA RESIDENTIAL CODE.
A. PER R404.1.3, TABLES ASSUME THAT WALLS HAVE
PERMANENT LATERAL SUPPORT AT THE TOP AND BOTTOM.
B. WALL REINFORCING SHALL BE PLACED ACCORDING TO
FOOTNOTE (c) OF THE TABLES (REINFORCING IS NOT
CENTERED IN WALL).
C. FOUNDATION DRAINS ARE ASSUMED AT ALL WALLS PER
R405.
4. WOOD SILL PLATES TO BE ANCHORED TO THE FOUNDATION WITH 1/2"
ANCHOR BOLTS WITH MINIMUM 7" EMBEDMENT SPACED A MAXIMUM
OF 6'-0" o.c.(3'-0" FOR BASEMENT WALLS) AND WITHIN 12" FROM THE
ENDS OF EACH PLATE SECTION. INSTALL MIN. (2) ANCHOR BOLTS PER
SECTION.
5. THE UNSUPPORTED HEIGHT OF SOLID MASONRY PIERS SHALL NOT
EXCEED TEN TIMES THEIR LEAST DIMENSION . UNFILLED HOLLOW
PIERS MAY BE USED IF THE UNSUPPORTED HEIGHT IS NOT MORE THAN
FOUR TIMES THEIR LEAST DIMENSION.
6. CENTERS OF PIERS TO BEAR IN THE MIDDLE THIRD OF THE FOOTINGS,
AND GIRDERS SHALL CENTER IN THE MIDDLE THIRD OF THE PIERS.
7. ALL FOOTINGS TO HAVE MINIMUM 2" PROJECTION ON EACH SIDE OF
FOUNDATION WALLS.
ROOF TRUSS SYSTEM (IF USED)
TRUSS LAYOUT AND PLACEMENT BY MANUFACTURER TO COINCIDE
WITH THE SUPPORT LOCATIONS SHOWN. TRUSS PROFILES SHALL BE
SEALED BY THE TRUSS MANUFACTURER. TRUSS PLANS SHALL BE
PROVIDED FOR REVIEW AND COORDINATED WITH THE ENGINEER OF
RECORD AS REQUIRED BY THE BUILDING CODE OFFICIALS.
INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS.
STRUCTURAL FRAMING NOTES
1. REFER TO DETAILS SHEET DT1 FOR STRUCTURAL NOTES
RELATING TO MINIMUM DESIGN LOADS, MATERIAL SPECS,
CONSTRUCTION/FDN NOTES, AND ABBREVIATIONS KEY AND
OTHER MISC. PLAN INFORMATION.
2. ALL FRAMING TO BE #2 SPF MINIMUM.
3. ALL BEARING HEADERS TO BE (2) 2"x 6" SUPPORTED W/
MIN. (1) JACK AND (1) KING EACH END U.NO.
4. INDICATES POINT LOAD PER CONSTRUCTION NOTE #6 ON
SHEET DT1.
5. ALL HANGERS AND CONNECTORS SPEC'D ARE TO BE
SIMPSON STRONG TIE OR EQUIVALENT.
6. ALL BEAMS SPEC'D ARE MINIMUM SIZES ONLY. LARGER
MEMBERS MAY SUBSTITUTED AS NEEDED FOR EASE OF
CONSTRUCTION.
7. ALL EXTERIOR WALLS TO BE FULLY SHEATHED WITH 7/16"
OSB
SPAN STEEL ANGLE SIZE
BRICK VENEER LINTEL SCHEDULE
UP TO 42" L3-1/2"x3-1/2"x1/4"
8" (MIN. @ EACH END)
UP TO 72"
L6"x4"x5/16" (LLV)
L6"x4"x5/16" (LLV) ATTACH LINTEL w/ 1/2" THRU
BOLT @ 12" O.C. 3" FROM EACH END
OVER 72"
END BEARING LENGTH
8" (MIN. @ EACH END)
**REFER TO IJOIST EQUIVALENCE CHART
ON I-JOIST DETAIL SHEET FOR
SUBSTITUTION OF MANUFACTURER SERIES
BALLOON WALL FRAMING SCHEDULE: 100 MPH
FRAMING MEMBER SIZE MAX HEIGHT (PLATE TO PLATE)
2x4 @ 16" o.c. 10' - 0"
2x4 @ 12" o.c. 12' - 0"
2x6 @ 16" o.c. 15' - 0"
2x6 @ 12" o.c. 17' - 9"
2x8 @ 16" o.c. 19' - 0"
2x8 @ 12" o.c 22' - 0"
(2) 2x4 @ 16" o.c. 14' - 6"
(2) 2x4 @ 12" o.c. 17' - 0"
(2) 2x6 @ 16" o.c. 21' - 6"
(2) 2x6 @ 12" o.c. 25' - 0"
(2) 2x8 @ 16" o.c. 27' - 0"
(2) 2x8 @ 12" o.c 31' - 0"
**ALL HEIGHTS ARE MEASURED SUBFLOOR TO TOP OF WALL PLATE.
**WHEN SPLIT FRAMED WALLS ARE USED FOR HEIGHTS OVER 12' THE
CONTRACTOR SHALL ADD MIN. 6' OF CS16 COIL STRAPPING (FULLY
NAILED) CENTERED OVER THE WALL BREAK.
**FINGER JOINTED MEMBERS MAY BE USED FOR CONTINUOUS HEIGHTS
WHERE TRADITIONALLY MILLED LUMBER LENGTHS ARE LIMITED.
CRAWL SPACE VENTILATION
THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL
NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE
FEET OF UNDERFLOOR SPACE AREA AND ONE SUCH OPENING
SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING
EXCEPTION: THE TOTAL AREA OF VENTILATION MAY BE
REDUCED TO 1/1500 OF THE UNDERFLOOR AREA WHERE THE
GROUND SURFACE IS TREATED WITH AN APPROVED VAPOR
RETARDER MATERIAL AND THE REQUIRED OPENINGS ARE
PLACED SO AS TO PROVIDE CROSS-VENTILATION
SQ FT OF CRAWL SPACE AREA / 150 =XXXX
XXXXSQ FT OF NET FREE AREA REQUIRED
STRUCTURAL ROOF NOTES
1. FRAMING SHALL BE #2 SPF OR BETTER
U.N.O.
2. PROVIDE 2x4 COLLAR TIES AT 48" o.c. AT
UPPER
THIRD OF RAFTERS U.N.O. ON PLAN.
3. FUR RIDGES FOR FULL RAFTER
CONTACT
4. PROVIDE CONTINUOUS BLOCKING
THROUGH STRUCTURE FOR ALL POINT
LOADS.
5. DENOTES OVERFRAMED AREA
6. MIN. 7/16" OSB ROOF SHEATHING
PROVIDE 2x4 RAFTER TIES AT 16" o.c. AT 45°
BETWEEN RAFTERS AND CEILING JOISTS.
USE (4) 16d NAILS AT EACH CONNECTION.
RAFTER TIES MAY BE SPACED AT 48" o.c. AT
LOCATIONS WHERE NO KNEE WALLS ARE
INSTALLED.
STRUCTURAL ROOF TRUSS NOTES
1. FRAMING SHALL BE #2 SPF OR BETTER
U.N.O.
2. PROVIDE CONTINUOUS BLOCKING
THROUGH STRUCTURE FOR ALL POINT
LOADS.
3. DENOTES OVERFRAMED AREA
4. MIN. 7/16" OSB ROOF SHEATHING
5. TRUSS LAYOUT AND PLACEMENT BY
MANUFACTURER TO COINCIDE WITH THE
SUPPORT LOCATIONS SHOWN. TRUSS
PROFILES SHALL BE SEALED BY THE
TRUSS MANUFACTURER. TRUSS PLANS
SHALL BE PROVIDED FOR REVIEW AND
COORDINATED WITH THE ENGINEER OF
RECORD AS REQUIRED BY THE BUILDING
CODE OFFICIALS. INSTALLATION SHALL BE
IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
ROOF RAFTER SUPPORT
DOUBLE RAFTER / DOUBLE JOIST
STRUCTURAL BEAM / GIRDER
WINDOW / DOOR HEADER
POINT LOAD TRANSFER
POINT LOAD FROM ABOVE BEARING ON BEAM / GIRDER
BEAM & POINT LOAD LEGEND:
ROOF SYSTEM
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
SLAB FOUNDATION
SCALE: 1/8" = 1'-0"
SOLID FILL
4" SLAB ON
PIT
CH
1/8
" / F
T
24'-0"
46'-0"
6'-0"
40'-0"
46'-0"
6'-0"
40'-0"
24'-0"
4" CONCRETE SLAB
OVER 6 MIL. VAPOR
BARRIER ON 4"
CRUSHED STONE
OVER COMPACTED OR
UNDISTURBED EARTH
3'-11 1/4" 20'-0 3/4"
8'-0"
4'-5"
16"x8"
THICKENED
SLAB (TYP)
16"Wx20D" TURNDOWN SLAB (TYP)
16"Wx20D" TURNDOWN SLAB (TYP)
4" SLAB
ON GRADE
7'-7 1/2" 8'-0" 8'-4 1/2"
4'-0"
ROOF RAFTER SUPPORT
DOUBLE RAFTER / DOUBLE JOIST
STRUCTURAL BEAM / GIRDER
WINDOW / DOOR HEADER
POINT LOAD TRANSFER
POINT LOAD FROM ABOVE BEARING ON BEAM / GIRDER
BEAM & POINT LOAD LEGEND:
16"Wx20D" TURNDOWN SLAB (TYP)
4" SLAB
ON GRADE
2'-0" 10'-0" 12'-0"
24'-0"
10'-0"
DECK / PATIO OPTION
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
CRAWL SPACE VENTILATION
THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL
NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE
FEET OF UNDERFLOOR SPACE AREA AND ONE SUCH OPENING
SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING
EXCEPTION: THE TOTAL AREA OF VENTILATION MAY BE
REDUCED TO 1/1500 OF THE UNDERFLOOR AREA WHERE THE
GROUND SURFACE IS TREATED WITH AN APPROVED VAPOR
RETARDER MATERIAL AND THE REQUIRED OPENINGS ARE
PLACED SO AS TO PROVIDE CROSS-VENTILATION
SQ FT OF CRAWL SPACE AREA / 150 =1746
11.64
SQ FT OF NET FREE AREA REQUIRED
ROOF RAFTER SUPPORT
DOUBLE RAFTER / DOUBLE JOIST
STRUCTURAL BEAM / GIRDER
WINDOW / DOOR HEADER
POINT LOAD TRANSFER
POINT LOAD FROM ABOVE BEARING ON BEAM / GIRDER
BEAM & POINT LOAD LEGEND:
CRAWL FOUNDATION
SCALE: 1/8" = 1'-0"
24'-0"
46'-0"
6'-0"
40'-0"
46'-0"
6'-0"
40'-0"
24'-0"
10'-4"
9'-8"
9'-8"
10'-4"
11'-6 3/4"12'-5 1/4"
11 7/8" I-JOISTS BY MANUFACTURER
LO
AD
B
EA
RIN
G
WA
LL
A
BO
VE
(590 P
LF
)
PIERS
16"x16" CMU WITH
8" SOLID CAP ON
30"x30"x10" CONC
FOOTING TYPICAL
MIN. 18"x24"
ACCESS DOOR;
32"x24" MIN. w/
MECH. IN CRAWL,
DBL BAND ABOVE
(FIELD LOCATE)
FOUNDATION WALLS
8" CMU BLOCK -or- 4"
BRICK & 4" BLOCK
WITH 8" SOLID CAP ON
18"x8" CONTINUOUS
CONCRETE FOOTING
ALL GIRDERS
(2) 1 3/4"x9 1/4"
LVL (TYPICAL
U.N.O.)
(2) 2"x8
" #2
S
YP
P
T
(2) 2"x8
" #2
S
YP
P
T
4"X4" PT POST ON
16"x16"x8" CONC.
FOOTING TYPICAL
8'-0"7'-7 1/2" 8'-4 1/2"
4'-0
"
2'-0" 10'-0" 12'-0"
24'-0"
5'-0"5'-0"
2x
8 @
1
6" o
.c.
#2 S
YP
P
T
(2) 2"x10" #2 SYP PT
TYPICAL
2" X 10" PT BAND SECURED TO
HOUSE W/ 5/8" THRU BOLTS @ 20"
O.C. MAXIMUM SPACING
4"X4" PT POST ON
16"x16"x8" CONC.
FOOTING TYPICAL
10'-0
"
DECK / PATIO OPTION
4"X4" PT POST ON
16"x16"x8" CONC.
FOOTING TYPICAL
4X4 P.T.
POST TO
HOUSE FTG.
2x
6 @
1
6"
#2 S
YP
P
T
5'-6"6'-6"
2" X 10" PT BAND SECURED TO
HOUSE W/ 5/8" THRU BOLTS @ 20"
O.C. MAXIMUM SPACING
(2) 2"x8" #2 SYP PT
TYPICAL
6'-0" 6'-0"
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
1ST FLOOR CEILING PLAN
SCALE: 1/8" = 1'-0"
2ND FLOOR CEILING PLAN
SCALE: 1/8" = 1'-0"
RO
OF
T
RU
SS
B
Y M
FT
R
RO
OF
T
RU
SS
B
Y M
FT
R
HIP TRUSS
2SC
RO
OF
TR
US
S
TR
US
S
RO
OF
16" I-JOISTS BY MANUFACTURER
16" I-JOISTS BY MANUFACTURER
DJ
PORCH BEAMS
TO BEAR IN
WALL FRAMING
TYPICAL
2SC
2SC
DJ
DJ
RO
OF
T
RU
SS
B
Y M
FT
R
(3) 1 3/4" x 16" LVL
4SC4SC
FLOOR SUPPORT
BUILT INTO TRUSS
(2) 2"x10"
(3) 2"x10"
DECK / PATIO OPTION
ROOF RAFTER SUPPORT
DOUBLE RAFTER / DOUBLE JOIST
STRUCTURAL BEAM / GIRDER
WINDOW / DOOR HEADER
POINT LOAD TRANSFER
POINT LOAD FROM ABOVE BEARING ON BEAM / GIRDER
BEAM & POINT LOAD LEGEND:
HIP TRUSS
RO
OF
TR
US
S
RO
OF
TR
US
S
2SC 2SC
4X4 P.T. POST
or EQUIV., TYP.
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
1ST FLOOR WALL BRACING
SCALE: 1/8" = 1'-0"
2ND FLOOR WALL BRACING
SCALE: 1/8" = 1'-0"
WALL BRACE REQUIREMENTS -1ST FL.
REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACING
PANELS SHORT SIDE = _________
PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACING
PANELS SHORT SIDE = _________
REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACING
PANELS LONG SIDE = _________
PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACING
PANELS LONG SIDE = _________
-MINIMUM PANEL WIDTH IS 24"
-FIGURES BASED ON THE CONTINUOUS SHEATHING METHOD
USING THE RECTANGLE CIRCUMSCRIBED AROUND THE FLOOR PLAN OR
PORTION OF THE FLOOR PLAN. IF NO RECTANGLE IS NOTED THE
STRUCTURE HAS BEEN FIGURED ALL WITHIN ONE RECTANGLE
-PANELS MAY SHIFT UP TO 36" EITHER DIRECTION FOR EASE OF
CONSTRUCTION (NAILING & BLOCK REQUIREMENTS STILL APPLY)
-FOR ADDITIONAL WALL BRACING INFORMATION REFER TO WALL BRACE
DETAIL SHEET DTWB (DTWB2 - HIGH WIND)
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970 POUNDS PER
ANCHOR WITH (12) 10d NAILS. STRAP TO BE LOCATED AT EDGE OF
BRACED WALL PANEL.(CS16 STRAPPING MAY BE SUBSTITUTED w/
SIMILAR LENGTH AND NAILING PATTERN)
24"
WSP
SCALED LENGTH
OF WALL PANEL
AT LOCATION
NUMERICAL
LENGTH OF PANEL
PANEL TYPE
WALL BRACE REQUIREMENTS -2ND FL.
REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACING
PANELS SHORT SIDE = _________
PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACING
PANELS SHORT SIDE = _________
REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACING
PANELS LONG SIDE = _________
PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACING
PANELS LONG SIDE = _________
-MINIMUM PANEL WIDTH IS 24"
-FIGURES BASED ON THE CONTINUOUS SHEATHING METHOD
USING THE RECTANGLE CIRCUMSCRIBED AROUND THE FLOOR PLAN OR
PORTION OF THE FLOOR PLAN. IF NO RECTANGLE IS NOTED THE
STRUCTURE HAS BEEN FIGURED ALL WITHIN ONE RECTANGLE
-PANELS MAY SHIFT UP TO 36" EITHER DIRECTION FOR EASE OF
CONSTRUCTION (NAILING & BLOCK REQUIREMENTS STILL APPLY)
-FOR ADDITIONAL WALL BRACING INFORMATION REFER TO WALL BRACE
DETAIL SHEET DTWB (DTWB2 - HIGH WIND)
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970 POUNDS PER
ANCHOR WITH (12) 10d NAILS. STRAP TO BE LOCATED AT EDGE OF
BRACED WALL PANEL.(CS16 STRAPPING MAY BE SUBSTITUTED w/
SIMILAR LENGTH AND NAILING PATTERN)
24"
WSP
SCALED LENGTH
OF WALL PANEL
AT LOCATION
NUMERICAL
LENGTH OF PANEL
PANEL TYPE
9'
10'
5'
12'
15'
15'-16'
10'
12'
27"
WSP
60"
WSP
92"
GB
48"
WSP
24"
WSP
48"
GB
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
24"
WSP
48"
WSP
48"
WSP
48"
WSP
24"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
24"
WSP
48"
WSP
48"
WSP
48"
WSP
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
ROOF RAFTER SUPPORT
DOUBLE RAFTER / DOUBLE JOIST
STRUCTURAL BEAM / GIRDER
WINDOW / DOOR HEADER
POINT LOAD TRANSFER
POINT LOAD FROM ABOVE BEARING ON BEAM / GIRDER
BEAM & POINT LOAD LEGEND:
12:4
12:8
12:8
12:8
12:4
12:412:4
12:8
12:8
ATTIC VENTILATION
THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE
LESS THAN 1 TO 150 OF THE AREA OF THE SPACE
VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED
TO BE REDUCED TO 1 TO 300 PROVIDED AT LEAST 50% AND
IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER
PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3'
ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF
THE REQUIRED VENTILATION PROVIDED BY EAVE OR
CORNICE VENTS
SQUARE FEET OF ATTIC / 150 =1772
11.81
SQUARE FEET OF NET FREE AREA REQUIRED
NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA
ELEVATION B
RO
OF
T
RU
SS
B
Y M
FT
R
RO
OF
T
RU
SS
B
Y M
FT
R
HIP TRUSS
RO
OF
T
RU
SS
B
Y M
FT
R
RO
OF
TR
US
S
12:8
HIP TRUSS
RO
OF
TR
US
S
RO
OF
TR
US
S
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
PER CODE
6 MIL VAPOR BAR.
REINF. PER PLAN
4" CONC. SLAB W/
PT SILL PLATE
PER CODE
1/2" DIA. ANCHOR BOLTS
COMPACTED SOIL
UNDISTURBED OR
R-10 INSULATION
COVER AS REQ'D
1" AIR GAP
BRICK VENEER
**TO BOTTOM OF FOOTING OR A MAXIMUM OF 18" BELOW GRADE, WHICHEVER IS LESS
PER PLAN
6 MIL VAPOR BAR.
4" CONC. SLAB w/
BOTLS PER CODE
1/2" DIA. ANCHOR
COMPACTED SOIL
UNDISTURBED OR
R-10 INSULATION
COVER AS REQ'D
3/4" = 1'-0"
1TYPICAL SLAB SECTION
3/4" = 1'-0"
GARAGE ENTRY SECTON
3/4" = 1'-0"
GARAGE CURB SECTION
3/4" = 1'-0"
BRICK LEDGE SECTION
3/4" = 1'-0"
VENEER SLAB BRICK LEDGE SECTION
3/4" = 1'-0"
INTERIOR FOOTING SECTION
3/4" = 1'-0"
STEP-DOWN. BETWEEN HOUSE & GARAGE
3/4" = 1'-0"
GARAGE CURB w/ BRICK VENEER
PER PLAN
4" CONC. SLAB
PER PLAN
4" CONC. SLAB
G
R
A
D
E
6" CURB
WALL
PER CODE
1/2" DIA. ANCHOR BOLTS
7/16" OSB SHEATHING
ISOMETRIC
NOT TO SCALE
TOP COURSE NOT
SHOWN FOR CLARITY
PER LOCAL CODE
DOVETAIL SLOT w/
CORRUGATED TIES
@ 2'-0" O.C. OR
2x PT SILL
15 LB. FELT
4" CONC. SLAB
PER CODE
2x WALL
7/16" OSB SHEATHING
6 MIL VAPOR BAR.
4" CONC. SLAB W/
PT SILL PLATE
PER CODE
1/2" DIA. ANCHOR BOLTS
COMPACTED SOIL
UNDISTURBED OR
HOUSE SLAB
GARAGE SLAB
PER PLAN
4" CONC. SLAB
G
R
A
D
E
4" CURB
WALL
PER CODE
ANCHOR WALL
7/16" OSB SHEATHING
7/16" OSB SHEATHING
PER PLAN
6 MIL VAPOR BAR.
4" CONC. SLAB W/
PT SILL PLATE
PER CODE
1/2" DIA. ANCHOR BOLTS
COMPACTED SOIL
UNDISTURBED OR
INSPECTION GAP
R-10 INSULATION
COVER AS REQ'D
**TO BOTTOM OF FOOTING OR A MAXIMUM OF 18" BELOW GRADE, WHICHEVER IS LESS
**TO BOTTOM OF FOOTING OR A MAXIMUM OF 18" BELOW GRADE, WHICHEVER IS LESS
7/16" OSB SHEATHING
BRICK VENEER
PER LOCAL CODE
DOVETAIL SLOT w/
CORRUGATED TIES
@ 2'-0" O.C. OR
PT SILL PLATE
7/16" OSB SHEATHING
2 3 4
8765
REINF. PER PLAN
REINF. PER PLAN
REINF. PER PLAN
REINF. PER PLAN
REINF. PER PLAN
REINF. PER PLAN
REINF. PER PLAN
6 MIL VAPOR BAR.
6 MIL VAPOR BAR.
6 MIL VAPOR BAR.
6 MIL VAPOR BAR.
HOUSE WRAP
HOUSE WRAP
HOUSE WRAP
HOUSE WRAP
HOUSE WRAP
HOUSE WRAP
1/2" SHEETROCK
1/2" SHEETROCK
1/2" SHEETROCK
1/2" SHEETROCK
1/2" SHEETROCK
1/2" SHEETROCK
R-15 WALL ASSEMBLY R-15 WALL ASSEMBLY
R-15 WALL ASSEMBLY
R-15 WALL ASSEMBLY
R-15 WALL ASSEMBLY
R-15 WALL ASSEMBLY
WALL TIES @ 24" O.C. HORIZ.
AND VERT. PER R703.7
PROVIDE CONT. FLASHING
AND WEEPHOLES AT MAX. 33"
O.C. AS PER R703.
4"
18
"**
2"
8"
MIN
.
1'-0"
1'-8"
1'-4"
3 1/2"
1'-8"
3 1
/2
"
16"
12"
4"
1'-4"
1"
3 1/2"
8"
1'-4"
1'-4"
1 1/2"
18"**
8"
MIN
.
1'-0"
1'-8"
1'-4"
4"
18"**
8"
MIN
.
1'-0
"
1'-8
"
1'-8"
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
3/4" = 1'-0"
DROPPED PIER & GIRDER SECTION
1/2" = 1'-0"
STEPPED DOWN CRAWL SECTION
3/4" = 1'-0"
TYPICAL EXTERIOR WALL @ GARAGE
3/4" = 1'-0"
3/4" = 1'-0"
FRONT PORCH SECTION
3/4" = 1'-0"
CRAWL @ EXTERIOR WALL SECTION
2x6 P.T. SILL
VAPOR BARRIER
COVER w/6 MIL
R-19 BATT INSULATION
3/4" T.&G. O.S.B. DECKING
R-15 WALL ASSEMBLY
3/8" CDX SOFFIT
PER CODE
ANCHOR WALL
1"x4" FRIEZE
BRICK
NOTE:
SLOPE GRADE
AWAY FROM FTG.
8" CMU
4" CMU
JOISTS
PER PLAN
END BAND
JOISTS
PER PLAN
3/4" T.&G. O.S.B.
FILL CELLS
NOTE:
SLOPE GRADE
AWAY FROM FTG.
w/ MORTAR
DECKING
SEE PLAN FOR
GIRDER SIZE
OR PER PLAN
OR
P
ER
P
LA
N
2x6 P.T. SILL
PIER PER PLAN
VAPOR BARRIER
COVER w/6 MIL
JOISTS PARALLEL TO WALL
2x6 P.T. SILL
VAPOR BARRIER
COVER w/6 MIL
3/4" T.&G. O.S.B. DECKING
R-15 WALL ASSEMBLY
PER CODE
ANCHOR WALL
NOTE:
SLOPE GRADE
AWAY FROM FTG.
8" CMU
4" CMU
BAND
END
JOISTS
PER PLAN
BRICK
2x6 P.T. SILL
VAPOR BARRIER
COVER w/6 MIL
R-15 WALL ASSEMBLY
PER CODE
ANCHOR WALL
NOTE:
SLOPE GRADE
AWAY FROM FTG.
8" CMU
4" CMU
JOISTS
PER PLAN
BRICK
R-19 BATT INSULATION
3/4" T.&G. O.S.B. DECKING
@ LOW GRADE
OR PER PLAN
OR
P
ER
PL
AN
VAPOR BARRIER
COVER w/6 MIL
1/2" DIA. ANCHOR
BOLTS PER CODE
MIN
.
BRICK
JOISTS
PER PLAN
R-15 WALL ASSEMBLY
R-19 BATT INSULATION
3/4" T.&G. O.S.B. DECKING
4" BRICK
2x SILL PLATE
2x WALL ASSEMBRY
FLUSH PIER & GIRDER SECTION
2x6 P.T. SILL
VAPOR BARRIER
COVER w/6 MIL
R-15 WALL ASSEMBLY
ANCHORS PER CODE
BRICK WALL
NOTE:
SLOPE GRADE
AWAY FROM FTG.
8" CMU
JOISTS
PER PLAN
BRICK
R-19 BATT INSULATION
3/4" T.&G. O.S.B. DECKING
BRICK VENEER ELEV.
FILL CELLS w/
PER CODE
WALL
8" CMU
8" BRICK
MIN
.
'S' TYPE MORTAR
1/2" EXP. JOINT
4" CONC. SLAB
4" CMU
8" CMU
MIN
.
4" BRICK
NOTE:
1/2" DRYWALL SEPARATION
F/CLG. & HEATED AREA WALLS.
NOTE:
SLOPE GRADE
AWAY FROM FTG.
WALL
ANCHOR
PER CODE
ANCHOR WALL
JOISTS
PER PLAN
ASSEMBLY
3/4" T.&G. OSB
DECKING
INSULATION
R-19 BATT
2x6 P.T. SILL
8" CMU
STEPS TO GRADE
4" CONC. SLAB FLASHING
#67-or- #57 STONE
BRICK
ROWLOCK w/ 3/4"
PROJECTION
2x WALL
3/4" = 1'-0"
1CRAWL @ EXTERIOR WALL SECTION
JOISTS PERPENDICULAR TO WALL
3/4" = 1'-0"
2CRAWL @ EXTERIOR WALL SECTION
3
5 6 7 8
9
4
STEP DOWN
PER GRADE
JOISTS
PER PLAN
3/4" T.&G. O.S.B.
FILL CELLS
NOTE:
SLOPE GRADE
AWAY FROM FTG.
w/ MORTAR
DECKING
INSULATION
R-19 BATT
SEE PLAN FOR
GIRDER SIZE
OR PER PLAN
OR
P
ER
P
LA
N
2x6 P.T. SILL
PIER PER PLAN
VAPOR BARRIER
COVER w/6 MIL
LAP JOISTS W/ BLOCKING B/T
3/4" = 1'-0"
CANTILEVER CRAWL SECTION
REINF. PER PLAN
REINF. PER PLAN
6 MIL VAPOR BAR.
6 MIL VAPOR BAR.
1/2" SHEETROCK
1" AIRSPACE
HOUSE WRAP
HOUSE WRAP
HOUSE WRAP
HOUSE WRAP
HOUSE WRAP
1/2" SHEETROCK
1/2" SHEETROCK
1/2" SHEETROCK
1/2" SHEETROCK
R-15 WALL ASSEMBLY
END BAND
PROVIDE CONT.
FLASHING AND
WEEPHOLES AT
MAX. 33" O.C. AS
PER R703.
END BAND
WALL TIES @
24" O.C. HORIZ.
AND VERT.
PER R703.7
24
" M
IN
.
10
"
2'-6"
6'-0" MIN.
4 1
/4
"
8"
PER PLAN
8"
PER PLAN
1'-6
" M
IN
.
20" min.
8"
1'-6
" M
IN
.
8"
16"
1'-6
" M
IN
.
PER PLAN
1'-6
" M
IN
.
PER PLAN
1'-6
" M
IN
.
10
"
2'-6"
1'-6
" M
IN
.
2'-0"
PER PLAN
10
3/4" = 1'-0"
DECK ATTACHEMENT
5/8"dia. GALV. BOLTS W/ WASHER @ 16" O.C.
FOR BRICK VENEER STRUCTURES:
5/8"dia. GALV. BOLTS W/ WASHER @ 20" O.C.
(3) 12d GALV. NAILS @ 6" O.C. AND
5/8" GALV. BOLT
W/ WASHER
FLOOR JOIST
BAND MATERIAL
TREATED BAND
AS REQ'D
SILL PLATE
(ANCHOR NOT SHOWN)
FLOOR JOIST
TREATED
FLASHING
DECKING
3"
3"
MINIMUM
INSULATION
R-19 BATT
MINIMUM
7/16" OSB SHEATHING
7/16" OSB SHEATHING
7/16" OSB SHEATHING
7/16" OSB SHEATHING
7/16" OSB SHEATHING
SEE PLAN
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
SIMPSON H2.5A
HOLD DOWN CAPACITY OF
1070 POUNDS WITH TWO
ANCHORS
SIMPSON HGA10 HOLD DOWN
CAPACITY OF 500 POUNDS PER
ANCHOR.
SIMPSON LGT2 (2-PLY TRUSS) HOLD
DOWN CAPACITY OF 1850 (2150)
POUNDS PER ANCHOR.
LGT3 (3 PLY TRUSS) HOLD DOWN
CAPACITY OF 2365 (3285) POUNDS
PER ANCHOR.
LGT4 (4 PLY TRUSS) HOLD DOWN
CAPACITY OF 2365 (3285) POUNDS
PER ANCHOR.
CAPACITY IS IN SPF LUMBER,
CAPACITY IN () IS IN SYP OR LVL.
PLAN VIEW
TOP
PLATE
TR
US
S/R
AF
TE
R
SIMPSON TBE4/TBE6
ADDITIONAL BEARING CAPACITY:
SINGLE PLY TRUSS - 1560 LB
2 OR MORE PLY TRUSS - 1920 LB
UPLIFT CAPACITY - 850 LB.
RIM BOARD
SIMPSON MSTA15
HOLD DOWN
FLOOR SHEATHING
BOTTOM PLATE
(2)STUDS @ CORNER
WALL SHEATHING
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970
POUNDS PER ANCHOR WITH (12) 10d NAILS. STRAP
TO BE LOCATED AT EDGE OF BRACED WALL PANEL.
A2 B
E1
G
I
D
*
SIMPSON MGT & HDU4-SDS2.5 HOLD DOWN
CAPACITY OF 3300 (3965) POUNDS PER
COMBINATION.
SIMPSON HUS26 HANGER -
UPLIFT CAPACITY OF 1550
POUNDS PER ANCHOR.
ALLOWABEL VERTICAL LOAD
2720.
K
SIMPSON MTS12 HOLD DOWN
CAPACITY OF 860 POUNDS PER
ANCHOR.
SIMPSON HTS20 HOLD DOWN
CAPACITY OF 1245 (1450) POUNDS
PER ANCHOR.
PLAN VIEW
TOP
PLATE
TR
US
S/R
AF
TE
R
NOTES:
ALL HOLD DOWN VALUES ARE
BASED ON SPF LUMBER AND
ARE FROM SIMPSON C-2011
CATALOG
RIM BOARD
SIMPSON MSTA15
HOLD DOWN
FLOOR SHEATHING
BOTTOM PLATE
(2)STUDS @ CORNER
WALL SHEATHING
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970
POUNDS PER ANCHOR WITH (12) 10d NAILS. STRAP
TO BE LOCATED AT EDGE OF BRACED WALL PANEL.
A2 B
C
E2
G
H
I
D
*
SIMPSON VGT & HDU5-SDS2.5 HOLD
DOWN CAPACITY OF 3555 (4940) POUNDS
PER COMBINATION OF ONE OF EACH.
E3
SIMPSON HUS26 HANGER -
UPLIFT CAPACITY OF 1550
POUNDS PER ANCHOR.
ALLOWABEL VERTICAL LOAD
2720.
K
3/4" = 1'-0"
1TYPICAL ROOF TRUSS WALL SECTION
STUD WALL
TRUSS PLATETRUSS PLATE
DBL 2 X 4 TOP PLATEDBL 2 X 4 TOP PLATE
ROOF TRUSSROOF TRUSS
SEE BELOW FOR TIE DOWN METHOD
3/4" = 1'-0"
2TYPICAL VAULTED ROOF TRUSS WALL SECTION
STUD WALL
TRUSS PLATETRUSS PLATE
DBL 2 X 4 TOP PLATEDBL 2 X 4 TOP PLATE
ROOF TRUSSROOF TRUSS
SEE BELOW FOR TIE DOWN METHOD
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
METHOD PF: PORTAL FRAME PANEL CONSTRUCTION
NTS
2
1" = 1'-0"
TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING
1
BRACING METHODS
4'-6 3/4"
4'-6 3/4"
4'-0"
4'-0"
4'-0"
9'-1 1/2"
4'-0"
8'-1 1/2"
GB - GYPSUM BOARD
4'-0"
9'-1 1/2"
4'-0"
8'-1 1/2"
WSP - WOOD STRUCTURAL PANEL
** IN LIEU OF THE CORNER RETURN, A HOLD-DOWN DEVICE WITH
A MINIMUM UPLIFT DESIGN VALUE OF 800# SHALL BE FASTENED TO
THE CORNER STUD AND TO THE FOUNDATION OR FRAMING BELOW.
WOOD STRUCTURAL PANEL
STRENGTH AXIS
TOP PLATE CONTINUITY IS REQUIRED PER R602.3.2
FASTEN HEADER TO KING STUD WITH
(6) 16d SINKER NAILS (TYP)
MA
XIM
UM
P
AN
EL
H
EIG
HT
1
0'-0"
2'-0" TO 18'-0"
EXTENT OF HEADER
7/16" MIN THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
FOR 12" TO 16" WING WALL WIDTHS
SHEATH INTERIOR & EXTERIOR
OR MIN. 4000# WITH PONY WALL
STRAP ON BOTH SIDES OF OPENING
- INSTALLED ON BACKSIDE OF WALL
FOR 12" TO 16" WING WALL WIDTHS
APPLY STRAP BOTH SIDES
MIN 3"x11.25" NET HEADER
HEADER SHALL OCCUR AT TOP OF WALL
ANCHOR BOLTS PER
SECTION R403.1.6
(TYP)
MIN. (2) 2x4
(TYP)
FOR PANEL SPLICE (IF NEEDED),
PANEL EDGES SHALL BE BLOCKED,
AND OCCUR WITHIN 24" OF MID-HEIGHT.
(1) ROW OF TYP. SHEATHING-TO-FRAMING
NAILS ARE REQUIRED IN EACH PANEL.
LENGTH BASED ON
FASTEN SHEATHING TO HEADER WITH 8d
COMMON NAILS IN 3" GRID PATTERN AS
SHOWN AND 3" O.C. IN FRAMING AS SHOWN
(STUDS AND SILLS) (TYP)
FASTEN TOP PLATE TO HEADER WITH
(2) ROWS OF 16d SINKER NAILS @ 3" O.C.
(TYP)
OPT. BLOCKING FOR
GYPSUM WALLBOARD
C) GARAGE DOOR CORNER
8d NAILS @ 6" O.C.
(PANEL EDGES)
MIN. 24" WOOD
STRUCTURAL PANEL**
OPT. NON-STUCTURAL
FILLER PANEL
16d NAILS (2)
ROWS @ 24" O.C.
CONTINUOUS WOOD
STRUCTURAL PANEL
GYPSUM WALLBOARD
(IN ACCORDANCE
w/ CHAPTER 7)
8d NAILS @ 12" O.C.
(INTERMEDIATE SUPPORTS)
CONTINUOUS WOOD
STRUCTURAL PANEL
B) INSIDE CORNER DETAIL
8d NAILS @ 6" O.C.
(PANEL EDGES)
MIN. 24" WOOD
STRUCTURAL PANEL**
16d NAILS
@ 12" O.C.
GYPSUM WALLBOARD
(IN ACCORDANCE
w/ CHAPTER 7)
8d NAILS @ 12" O.C.
(INTERMEDIATE SUPPORTS)
A) OUTSIDE CORNER DETAIL
8d NAILS @ 6" O.C.
(PANEL EDGES)
MIN. 24" WOOD
STRUCTURAL PANEL**
OPT. NON-STUCTURAL
FILLER PANEL
16d NAILS
@ 12" O.C.
CONTINUOUS WOOD
STRUCTURAL PANEL
GYPSUM WALLBOARD
(IN ACCORDANCE
w/ CHAPTER 7)
8d NAILS @ 12" O.C.
(INTERMEDIATE SUPPORTS)
WALL HEIGHT, ft.
PANEL LENGTH, in.
8
16
9
18
10
20
11
22
12
24
WITH 2"X2"X3/16" PLATE WASHER
12' M
AX
IM
UM
T
OT
AL
W
AL
L H
EIG
HT
4' MAX PONY
WALL HEIGHT
RIM BOARD
SIMPSON MSTA15
HOLD DOWN
FLOOR SHEATHING
BOTTOM PLATE
(2)STUDS @ CORNER
WALL SHEATHING
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970
POUNDS PER ANCHOR WITH (12) 10d NAILS. STRAP
TO BE LOCATED AT EDGE OF BRACED WALL PANEL.
RIM BOARD
SIMPSON MSTA15
HOLD DOWN
FLOOR SHEATHING
BOTTOM PLATE
(2)STUDS @ CORNER
WALL SHEATHING
SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970
POUNDS PER ANCHOR WITH (12) 10d NAILS. STRAP
TO BE LOCATED AT EDGE OF BRACED WALL PANEL.
MIN. 1000# HEADER-TO-JACKSTUD
WALL BRACING FOR 120MPH AND 130 MPH WIND ZONES
PER 2012 NCRC R4506 - ALL STORIES - WOOD STRUCTURAL SHEATHING PANELS. BLOCKING
SHALL BE INSTALLED IF LESS THAT 50 PERCENT OF WALL LENGTH IS SHEATHED. WHERE
BLOCKING IS REQUIRED, ALL PANELS SHALL BE FASTENED AT 3" O.C. ALONG THE EDGES AND 6"
O.C. AT INTERMEDIATE FRAMING. IF A WALL IS SHEATHED LESS THAN 25 PERCENT OF ITS
LENGTH.
WALL BRACING PERCENTAGE OPENING AND NAILING PATTERN
1. BRACE WALLS THAT ARE 51% OR GREATER SHEATHED NEED NOT BE
LABELED w/ 6" EDGE AND 12" CENTER NAILING PATTERN ON SHEATHING.
2. BRACE WALLS THAT ARE 50% TO 26% SHEATHED REQUIRE A NAILING
PATTERN OF 3" EDGE AND 6" CENTER OF SHEATHING.
3. BRACE WALLS THAT ARE 25% OR LESS SHEATHED REQUIRE ENGINEERS
DESIGN WITH SPECIFIC CONSTRUCTION METHODS AND DETAILS
JC
ON
SU
LT
IN
G &
D
ES
IG
N
DS
CL
IEN
T:
PR
OJE
CT
:
LO
CA
TIO
N:
ALL DESIGNS REMAIN THEINTELLECTUAL PROPERTY OFJDS CONSULTING & DESIGN.
ANY UNAUTHORIZED USE ORDUPLICATION IS STRICTLY
PROHIBITED. JDS CONSULTING& DESIGN IS NOT LIABLE FOR
CHANGES MADE TO PLANS DUETO CONSTRUCTION METHODSOR ANY CHANGES TO PLANS
MADE IN THE FIELD BYCONTRACTOR OR BY OTHERS.DRAWINGS ARE PROVIDED TOCLIENT FOR A CONDITIONAL
ONE TIME USE ONLY.CONDITIONAL USE IS SPECIFIED
FOR THE LOT NUMBER ORPROPERTY HEREIN.
JDS CONSULTING & DESIGN, PLLC
8600 'D' JERSEY CT
RALEIGH, NC 27617
919.480.1075
WWW.JDSDESIGNONLINE.COM
Protect untreated wood
from direct contact with
concrete
End of joists
at centerline
of support
Face mount
hanger
Top mount
hanger
FASTENING of FLOOR PANELS
Recommended nailing is 12" on-center in field and 6" on-center along panel edge.
Fastening requirements on engineered drawings supersede recommendations listed above.
Recommended use of a non-polyurethane subfloor adhesive on all contact points between
panels and floor framing.
Nailing rows must be offset at least
1
2
" and staggered.
(1) One row of fasteners permitted (two at abutting panel edges) for diaphragms. Stagger nails when using 4" on-center spacing and
maintain
3
8" joist and panel edge distance. For other applications, multiple rows of fasteners are permitted if the rows are offset at least
1
2"
and staggered.
4"
4"
110, 210,
and 230 EQ.
FILLER and BACKER BLOCK SIZES
(1) If necessary, increase filler and backer block height for face mount hangers and maintain
1
8" gap at top
of joist; see detail W. Filler and backer block lengths should accomodate required nailing without splitting
(12" minimum for backer blocks and 24" minimum for filler blocks).
2x10
6'-0"
long
Verify column capacity
and beam bearing
length.
110 EQ. *IJoists
Cantilever
Filler
(Detail E4)
Filler Block
(1)
(Detail H2)
Backer Block
(1)
(Detail F1
or H2)
2x6
4'-0"
long
5
8
" or
3
4
"
Depth
2x6 2x8
9
1
2" or
11
7
8"
14"
16d (0.162"x 3
1
2
")
10d (0.148"x 3"), 12d (0.148"x 3
1
4
")
8d (0.131" x 2
1
2
")
6"
Nail Size
L5
L1
BEARING AT COLUMN
Column
Plumbing drop
210 EQ. * 230 or 360 EQ. * 560 EQ. *
11
7
8"
Two
2x6
2x6
2x6 +
1
2
"
sheathing
4'-0" long
9
1
2" or
11
7
8"
2x6 +
1
2
"
sheathing
2x6 +
3
8
"
sheathing
4'-0" long
2x10 +
3
8
"
sheathing
6'-0" long
3
4
" or
7
8
"
2x8 +
3
8
"
sheathing
2x6 +
3
8
"
sheathing
9
1
2" or
11
7
8"
14" or
16"
2x10 +
1
2
"
sheathing
6'-0" long
1" Net
2x8 +
1
2
"
sheathing
14" or
16"
2x12 +
1
2
"
sheathing
Not
applicable
18" or
20"
2x122x8
18" or
20"
Two
2x12
Not applicable
Two
2x8
14" or
16"
When joists are doubled at non-load bearing parallel partitions,
space joists apart the width of the wall for plumbing or HVAC.
Additional joist at plumbing drop (see detail).
1
1
2
"
LSL or wider
Rim Board
4"
3"
6"
IJOIST *
6"
(2)
1
1
4
"
LSL
4"
4" 4"
PSLLVL
4" 4"
L3
Subfloor adhesive will improve floor performance, but may not
be required.
Squash blocks and blocking panels carry stacked vertical loads
(details B1 and B2). Packing out the web of a joist (with web
stiffeners) is not a substitute for squash blocks or blocking
panels.
Shifted
joist
Additional
joist
INSTALLATION TIPS
L4
Protect untreated wood from
direct contact with concrete
L4
A2
L5
P
Rim joist
DO NOT bevel cut joist
beyond inside face of wall.
BEARING AT WALL
Top mount
hanger
H1
Face mount
hanger
BEAM TO BEAM CONNECTION
Web stiffeners required if sides of
hanger do not laterally support at
least
3
8
" of joist top flange
BEARING AT
CONCRETE WALL
H2
Bearing plate to be
flush with inside face
of wall or beam
Use B1 or B2 at
intermediate bearings
with load bearing or
shear wall from above
H1
B4
B3
B2
E2
A1
B1
CS
DO NOT use sawn lumber
for rim board or blocking, as
it may shrink after
installation. Use only
engineered lumber.
Braced end wall -
see note 3 under
WARNING
Rim board joint
between joists
H1
L3
A3
L1
DO NOT overhang seat cuts
on beams beyond the inside
face of support member.
3
1
2
" wide
floor joist
Top View
3
1
2
" wide
rim joist
Drive nails at an angle to
minimize splitting of plate
One 10d (0.128" x 3") nail each
side of member at bearing, 1
1
2
"
minimum from end
See framing plan (if applicable) or iLevel
®
Framer's Pocket Guide for minimum end and
intermediate bearing lengths.
JOIST NAILING REQUIREMENTS at BEARING
1
3
4
" minimum bearing at end support; 3
1
2
"
minimum at intermediate support
Joist to Bearing Plate
1
1
4" rim board or 1
3
4
" wide
rim joist: One 10d (0.128" x 3")
nail into each flange
2
1
16
" - 2
5
16
" wide rim joist:
One 16d (0.135" x 3
1
2
") nail into
each flange
Shear transfer: Connections equivalent to
floor panel nailing schedule
One 8d (0.113" x 2
1
2
") nail
each side. Drive nails at an
angle at least 1
1
2
" from end.
3
1
2
" wide rim joist: Toe nail
with 10d (0.128" x 3") nails, one
each side of TJI
®
joist flange
Rim to Joist
Squash Blocks to Joist
(Load bearing wall above)
One 10d (0.128" x 3")
nail into each flange
Safety bracing (1x4
minimum) at 8' on-center (6' on-center for 110 or equivalent Joists) and
extended to a braced end wall.
Fasten at each joist with
two 8d (0.113" x 2
1
2
") nails minimum
(see WARNING).
Joists must be laterally supported at cantilever
and end bearings by blocking panels, hangers,
or direct attachment to a rim board or rim joist.
E1
INTERMEDIATE BEARING
NO LOAD BEARING WALL ABOVE
Web stiffeners required
each side at B3W
B3WB3
1
1
4" rim board or blocking for lateral
support
1
1
4" rim board.
1
1
4" rim board.
Also see detail B2
1
1
4" rim board.
Blocking panels may be required
with shear walls above or below
(See detail B1)
BEAM ATTACHMENT at BEARING
Locate rim board joint between joists.
1
1
2
" knockouts
at approximately
12" on-center
1
3
4
" minimum bearing
Hanger height must
be a minimum of 60%
of joist depth
Guidelines for Closest On-Center Spacing per Row
360 and
560 EQ.
3" 3" 3"
8" 6"6"
(2)
(2) Can be reduced to 4" on-center if nail penetration into the narrow edge is no more than 1
3
8" (to avoid splitting).
14 ga. staples may be substituted for 8d (0.113" x
2
1
2
") nails if minimum penetration of 1" into the
joist or rim board is achieved.
Maximum spacing of nails is 18" on-center for
joists.
Load bearing or shear wall above
(must stack over wall below)
Blocking panel
Web stiffeners
required each side at
B1W and B2W
B2
B1 B1W
B2W
1
16
"
2x4 minimum
squash blocks
Blocking panels may be
required with shear walls
above or below - see detail B1
IRC 502-7 requires lateral
restraint (blocking) at all
intermediate supports in
Seismic Design Categories
D0, D1, and D2 to
strengthen the floor
diaphragm.
Blocking panel
End of joists at centerline
of support
B4
Load bearing or shear wall
above (must stack over wall
below when present)
B4W
Web stiffeners
required on each
side of both joist
ends at B4W
JOIST DETAILS
Must have 1
3
4
" minimum
joist bearing at ends. Attach
rim joist per A3 detail.
A2
Plate nail
Toe nail
TJI
®
rim joist
Rim-to-joist
nail
Web Stiffeners
required each side
at A2W
A2W
Plate nail - 16d (0.135" x 3
1
2")
at 16" on-center*
Floor panel nail - 8d (0.131" x 2
1
2")
at 6" on-center*
A3W
Toe nail - 10d (0.131" x 3")
at 6" on-center*
1
1
4" LSL or 1
1
8" rim board.*
When sheathing thickness exceeds
7
8
",
trim sheathing tongue at rim board
For rim board thicker than 1
3
4
"
- Attach Joist to rim board with one 10d (0.128"x3")
nail. Top nail from joist into rim board.
- Connect corner with four 10d (0.128"x3") nails. Toe nail
from side of parallel closure into rim board
Web Stiffeners required
each side at A3._W
A3
Use 2x4 minimum squash blocks to
transfer load around joist
CS
Load from above
2x4 minimum
squash blocks
1
16
"
BEAM and COLUMN DETAILS
*IJOIST EQUIVALENCY CHART
TJI
IJoist Manf.Series
110
BCI 4500
Equivalent in span and
spacing
Equivalent in span and
spacing
Equivalent in span and
spacing
Comporable
* SEE IJOIST EQUIVALENCE CHART
* SEE IJOIST EQUIVALENCE CHART
LPI
TJI
BCI
LPI
TJI
BCI
LPI
TJI
BCI
LPI
----
210
5000
----
360
6000
----
560
6500
20PLUS
Equivalent in span and
spacing
Top Related