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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
18308
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: 18901042
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 - LH KITCHEN. ELEVATION F
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
UPDATED FOUNDATION PLANS04/09/2014
GES
REVISED PLANS FOR DEVELOPMENT OF ELEVATION C; PER ERIC04/11/2016
GES
JDM
STRUCTURAL PLANS FOR ELEVATION C REVISED PER ARCHITECTURAL CHANGES04/14/2016
PLAN AND STRUCTURAL REVIEW04/21/2016
WTS
FINAL PLANS DELIVERED TO CLIENT04/22/2016
JDM
PLANS REVISED FOR REAR BEAM TO BE CONTINUOUS, ADDITIONAL FOOTINGS AS REQ'D06/30/2016
JDM
ADDED ELEVATION F09/06/2018
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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
18308
CANTILEVER
CONCRETE
CONTINUOUS
DOUBLE
DIAMETER
DOUBLE JOIST
DOUBLE RAFTER
DOUBLE TRUSS
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
SINGLE JOIST
STUD POCKET
TRIPLE JOIST
TRIPLE RAFTER
TYPICAL
UNLESS NOTED OTHERWISE
EXTRA JOIST
ABBREVIATIONS
CANT
CONC
CONT
DBL
DIAM
DJ
DR
DT
DSP
EA
EE
FL PT
FTG
HGR
JS
KS
LVL
MFTR
NTS
OC
PT
RS
SC
SJ
SP
TJ
TR
TYP
UNO
XJ
GENERAL NOTES
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 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. THIS PLAN HAS BEEN ENGINEERED AS A MASTER PLAN SET AND IS GOOD FOR 18
MONTHS FROM THE DATE ON THE SEAL UNLESS ANY CODE REQUIRED UPDATES
ARE PLACED IN EFFECT BY THE MUNICIPALITY.
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 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.
3. SOLID BLOCKING TO BE PROVIDED AT ALL POINT LOADS THROUGH FLOOR LEVELS
TO THE FOUNDATION OR TO OTHER STRUCTURAL COMPONENTS.
4. ALL ENGINEERED WOOD PRODUCTS (LVL, PSL, LSL, ETC.) SHALL BE INSTALLED
WITH CONNECTIONS PER MANUFACTURER SPECIFICATIONS.
5. ENGINEERED WOOD FLOOR SYSTEMS AND ROOF TRUSS SYSTEMS TO BE PROVIDED
FOR REVIEW AND COORDINATED WITH THE SEALED STRUCTURAL DRAWINGS.
INSTALLATION TO BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
ROOF TRUSS DRAWINGS TO BE SIGNED AND SEALED BY THE MANUFACTURER.
6. REFER TO IJOIST EQUIVALENCE CHART ON I-JOIST DETAIL SHEET FOR
SUBSTITUTION OF MANUFACTURER SERIES
7. WALLS SHALL BE BRACED ACCORDING TO R602.10- CODE AND COMMENTARY FOR
2012 NC RESIDENTIAL CODE (FINAL 03-06-2013: EFFECTIVE DATE SEPTEMBER 1,
2013).
(FOR 130 MPH: WALLS SHALL BE BRACED ACCORDING TO SECTION R4506.2 AND
R602.10- CODE AND COMMENTARY FOR 2012 NC RESIDENTIAL CODE (FINAL
03-06-2013: EFFECTIVE DATE SEPTEMBER 1, 2013)).
NOTE THAT THE BRACING AS SPECIFIED ON THE PLANS IS BASED ON THE
PRESCRIPTIVE BRACING REQUIREMENTS OF THE CODE AND SHALL BE VERIFIED
AND/OR APPROVED BY THE CODE OFFICIAL.
8. ALL STEEL BEAMS TO BE SUPPORTED AT EACH END WITH A MIN. BEARING LENGTH
OF 3 1/2" AND FULL FLANGE WIDTH U.N.O. 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.
9. 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.
10. ALL METAL HANGERS, STRAPS, AND HOLD-DOWNS TO BE SIMPSON STRONG-TIE OR
EQUIV.
11. SEE TABLE R602.3(1) FOR STRUCTURAL MEMBER FASTENING REQUIREMENTS.
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.
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)
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.
LOAD BEARING WALL
ROOF RAFTER/TRUSS 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:
SPAN STEEL ANGLE SIZE
QUEEN BRICK VENEER LINTEL SCHEDULE
UP TO 42" L3-1/2"x3-1/2"x1/4"
8" (MIN. @ EACH END)
UP TO 72"
L3-1/2"x5"x5/16" (LLV)
L3-1/2"x5"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)
STRUCTURAL FRAMING NOTES
1. ALL FRAMING TO BE #2 SPF MINIMUM.
2. ALL BEARING HEADERS TO BE (2) 2"x 6" SUPPORTED W/ MIN.
(1) JACK AND (1) KING EACH END U.NO.
3. ALL NON BEARING HEADERS TO BE (2)2"x4" U.NO.
4. PROVIDE CONTINOUS BLOCKING THROUGH STRUCTURE FOR ALL POINT
LOADS.
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
8. FRONT PORCH COLUMNS TO BE MIN. 4X4 PT ATTACHED AT TOP AND
BOTTOM USING SIMPSON (OR EQUIV) COLUMN BASE OR SST A24
BRACKETS. TRIM OUT PER BUILDER.
9. REAR PORCH COLUMNS TO BE MIN. 4X4 PT ATTACHED AT BOTTOM USING
SIMPSON (OR EQUIV) ABA44 AND AT TOP USING CS 16 STRAPPING (12" MIN.)
TO PORCH HEADER/BAND.
10. WHEN A 4 PLY LVL IS USED ATTACH WITH (1) 1/2" Ø BOLT 12" O.C.
STAGGERED TOP AND BOTTOM, 1 1/2" MIN. FROM ENDS. ALTERNATE
ATTACHMENT EQUIVALENT METHOD MAY BE USED SUCH AS SDS OR
TRUSSLOK SCREWS ( SEE MANUFACTURERS SPECIFICATIONS)
*** 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.
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. 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.
9. CONCRETE LOCATED PER TABLE R301.2(1) SHALL BE AIR ENTRAINED PER TABLE
R402.2.
10. MASONRY UNITS SHALL CONFORM TO ACI 530/ASCE 5/TMS 402 AND MORTAR
SHALL COMPLY WITH ASTM C 270.
STRUCTURAL ROOF NOTES - TRUSSED
1. PROVIDE CONTINUOUS BLOCKING THROUGH STRUCTURE FOR ALL POINT LOADS.
2. DENOTES OVERFRAMED AREA
3. MIN. 7/16" OSB ROOF SHEATHING
4. TRUSS LAYOUT AND PLACEMENT BY MANUFACTURER TO COINCIDE WITH THE
SUPPORT LOCATIONS SHOWN. TRUSS PROFILES SHALL BE SEALED BY THE TRUSS
MANUFACTURER. TRUSS PLANS TO BE COORDINATED WITH THE SEALED
STRUCTURAL DRAWINGS. INSTALLATION SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
5. MFTR TO PROVIDE REQUIRED UPLIFT CONNECTION.
6. PROVIDE H2.5A OR EQUIVALENT AT EACH RAFTER TO TOP PLATE CONNECTION
(UNO) AT OVER-FRAMED AREAS.
7. UPLIFT CONNECTION TO BE CARRIED THRU TO FLOOR SYSTEM.
STRUCTURAL ROOF NOTES - STICK FRAMED
1. PROVIDE 2x4 COLLAR TIES AT 48" o.c. AT UPPER
2. 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
7. 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.
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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
18308
RIGHT ELEVATION
SCALE: 1/8" = 1'-0"
7'-4
"
WIN
DO
W H
GT
.
9'-1"
CE
ILIN
G H
GT
.
14
3
/4"
7'-4
"
WIN
DO
W H
GT
.
9'-1 1/2"
CE
ILIN
G H
GT
.
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
MASONRYFOUNDATION W/PARGE FINISH
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
8" TRIM BOARDw/ 2" CAP
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
6" FASCIA BOARD6" FASCIA BOARD
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVERTRUSSES - PER ROOF PLAN
4" Freize BOARD
8" TRIM BOARDw/ 2" CAP
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVERTRUSSES - PER ROOF PLAN
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVERTRUSSES - PER ROOF PLAN
METAL ROOFOVER TRUSSES -PER ROOF PLAN
124
124
ridge vent
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
6" FASCIA BOARD
METAL ROOFOVER TRUSSES - PER ROOFPLAN
8" TRIM BOARDw/ 2" CAP
4" CORNERBOARDS
HORIZONTAL SIDINGTYPICAL
6" FASCIA BOARD
METAL ROOFOVER 1/2" OSBOVER TRUSSES -PER ROOF PLAN
ASPHALT SHINGLES OVER 30#FELT OVER 1/2" OSB OVERTRUSSES - PER ROOF PLAN
MASONRYFOUNDATION W/PARGE FINISH
REAR ELEVATION
SCALE: 1/8" = 1'-0"
LEFT 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 %
RAIL AS REQ'D
4x4 DECORATIVEPOST
MASONRYFOUNDATION W/PARGE FINISH
RAIL AS REQ'D
4x4 DECORATIVEPOST
RAIL AS REQ'D
4x4 DECORATIVEPOST
RAIL AS REQ'D
4x4 DECORATIVEPOST RAIL AS REQ'D
4x4 DECORATIVEPOST
12
10
EL
EV
AT
IO
N F
12
10
124
8" TAPERED WOODCOL. 12" @ BASE W/BASE & CAP
124
ridge vent
12
10
12
10
12
10
4'-0"
BR
IC
K
PIE
R H
GT
.
2X8 BAND
2/0X3/0 LOCATED7'-1" ABV PL. HT.
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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
18308
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
closet closet
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
mastersuite
14/0x14/09' CEILING
masterbATH
BATH 3
3/0
3/0X5/03/0X5/0
3/0
X5/0
3/0
X5/0
3/0
X5/0
3/0
X3/0
FLUSH TOP BAR
2/4
2/4 POCKET
2/0X3/0 3/0X5/0 temp
2/4X5/0
2/4X5/0
3/0X5/0
3/0X5/0
3/0
X5/0
3/0
X5/0
3/0X5/0 3/0X5/0 2/0X3/0
2/0
2/62/6
2/0 1/8
1/8
2/6
2/4
2/4
2/0
3/0X5/0
FIRST FLOOR PLAN
SCALE: 1/8" = 1'-0"
2/8
46'-0
"
4'-2"
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'-3 1/2"
9'-2" 1'-10"
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"
refg wash
2/0X3/0 3/0X5/0
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
2/02/0
2/6
2/02/0
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"
2x6 wall 2x6 wall
EL
EV
AT
IO
N F
8" TAPERED WOODCOL. 12" @ BASE W/BASE & CAP1'-
10"
1'-10" 9'-4"
5'-0" 9'-2 1/2" 6'-6"
1'-10"
?,
THIRD
FLOOR
24"
CANTILEVER
1/2 GL
TEMPERED
2/81/2 lite
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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
18308
SCALE: 1/8" = 1'-0"
ROOF PLAN
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
4:12
10:12 10:12
1'-0" O.H. TYP.
4:12
METAL
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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
18308
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/TRUSS 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:
INTERIOR LOAD BEARING WALL
16"Wx20D" TURNDOWN SLAB (TYP)
4" SLAB
ON GRADE
2'-0"10'-0"12'-0"
24'-0"
10'-0"
DECK / PATIO OPTION
11'-6 3/4" 12'-5 1/4"
20'-2 1/2"
11'-6 1/2"
18'-4"
8'-1 3/4"4'-3 1/2"
PROVIDE 1/2" ANCHOR BOLTS AT TREATED
WOOD SILL PLATES WITH 7" EMBEDMENT AT
MAXIMUM 6'-0" ON CENTER AND WITHIN 12"
FROM THE ENDS OF EACH PLATE SECTION
24"x24"x10"
CONC FTG
24"x24"x10"
CONC FTG
11'-1 3/4" 12'-10 1/4"
19'-9 1/2"
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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
18308
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/TRUSS 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:
INTERIOR LOAD BEARING WALL
CRAWL FOUNDATION
SCALE: 1/8" = 1'-0"
24'-0"
46'-0"
6'-0"
40'-0"
46'-0"
6'-0"
40'-0"
24'-0"
9'-8 1/4"
7'-9 1/4"
9'-0 1/4"
5'-9 1/2"
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.)
2x
6
@16
"
(2) 2"x8" #2 SYP PT
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'-11 1/2" 6'-0 1/2"
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 1/2"5'-11 1/2"
XJ
XJ
#2
S
YP
P
T
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A
BO
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(590 P
LF
)
PROVIDE 1/2" ANCHOR BOLTS AT TREATED
WOOD SILL PLATES WITH 7" EMBEDMENT AT
MAXIMUM 6'-0" ON CENTER AND WITHIN 12"
FROM THE ENDS OF EACH PLATE SECTION
7'-9 1/4"
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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
18308
1ST FLOOR CEILING PLAN
SCALE: 1/8" = 1'-0"
2ND FLOOR CEILING PLAN
SCALE: 1/8" = 1'-0"
16" I-JOISTS BY MANUFACTURER
16" I-JOISTS BY MANUFACTURER
DJ
4X4 P.T. POST
or EQUIV., TYP.
PORCH BEAMS
TO BEAR IN
WALL FRAMING
TYPICAL
2SC2SC
DJ
DJ
(2) 2"x10"
(3) 2"x10"
ROOF RAFTER/TRUSS 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:
INTERIOR LOAD BEARING WALL
(2) 2"x6" (2) 2"x6"
(2) 2"x6" (2) 2"x6" (2) 2"x6"
FOR STUD COLUMNS OF 4
OR MORE, INSTALL SST
CS16 STRAPS AT TOP,
MIDPOINT, AND BOTTOM
OF THE INSIDE FACE OF
THE STUD COLUMN.
ROOF TRUSS TO
CARRY FLOOR LOAD
OF ROOM ABOVE
ADDITIONAL SUPPORT STUDS AS REQUIRED
PER PLAN WITH HORIZONTAL CF16 STRAPS @
16" O.C. VERTICALLY
BEAM AS SPECIFIED
(CUT @ DIRECT BEARING STUDS)
DOUBLE TOP PLATE
DIRECT BEAM BEARING
NTS
C
1-1/4" CS16 STRAP
MIN 6" COVERAGE ON BOTH TOP
PLATES
BEAM
RO
OF
T
RU
SS
B
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FT
R
2x6
C
RO
OF
T
RU
SS
B
Y M
FT
R
(2) 2"x6"(2) 2"x6"(2) 2"x6"
(2) 1 3/4" x 16" LVL
2SC
2SC
2SC
FLUSH
(2) 1 3/4" x 16" LVL
FLUSH
STRUCTURAL FRAMING NOTES
1. ALL FRAMING TO BE #2 SPF MINIMUM.
2. ALL BEARING HEADERS TO BE (2) 2"x 6"
SUPPORTED W/ MIN. (1) JACK AND (1) KING
EACH END U.NO.
3. ALL NON BEARING HEADERS TO BE (2)2"x4'
U.NO.
4. PROVIDE CONTINOUS BLOCKING THROUGH
STRUCTURE FOR ALL POINT LOADS.
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
8. FRONT PORCH COLUMNS TO BE MIN. 4X4 PT
ATTACHED AT TOP AND BOTTOM USING
SIMPSON (OR EQUIV) COLUMN BASE OR SST
A24 BRACKETS. TRIM OUT PER BUILDER.
9. REAR PORCH COLUMNS TO BE MIN. 4X4 PT
ATTACHED AT BOTTOM USING SIMPSON (OR
EQUIV) ABA44 AND AT TOP USING CS 16
STRAPPING (12" MIN.) TO PORCH HEADER/BAND.
10. WHEN A 4 PLY LVL IS USED ATTACH WITH (1)
1/2" Ø BOLT 12" O.C. STAGGERED TOP AND
BOTTOM, 1 1/2" MIN. FROM ENDS.
(2) 2"x6"
(2) 2"x6" (2) 2"x6"
(2) 2"x6"
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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
18308
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'
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
24"
WSP
15'
15'-16'
10'
12'
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
48"
WSP
24"
WSP
48"
GB
24"
WSP
60"
WSP
60"
WSP
48"
WSP
24"
WSP
24"
WSP
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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
18308
ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
ROOF RAFTER/TRUSS 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:
INTERIOR LOAD BEARING WALL
4:12
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 C
RO
OF
T
RU
SS
B
Y M
FT
R
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.
10:12
10:12
10:12
4:12
RO
OF
T
RU
SS
B
Y M
FT
R
JC
ON
SU
LT
IN
G &
D
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IG
N
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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
18308
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
"
8"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"
1'-4"
PER PLAN
18"**
8"
MIN
.
1'-0
"
1'-8
"
4"
8"
MIN
.
1'-0"
1'-8" 8"
MIN
.
1'-0"
1'-8"
8"
MIN
.
1'-0"
1'-8"
JC
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PR
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:
LO
CA
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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
18308
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
JOISTS
PER PLAN
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" CMU
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.
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
SLAB ON SOLID FILL
3/4" = 1'-0"
FRONT PORCH SECTION
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
2x WALL
11
REINF. PER PLAN
6 MIL VAPOR BAR.
R-15 WALL ASSEMBLY
FLOATED SLAB ON B-DECKING
BRICK
ROWLOCK w/
3/4" PROJECTION
SAWTOOTH
BRICK
B-DECKING
VA
RIE
SV
AR
IE
S
3/4" = 1'-0"
GARAGE WING WALL12
4" BRICK / 4" BLOCK
2X8 TRT SILL PLATE
(2X6 TRT SILL PLATE
ON 8" BLOCK)
BOND BEAM
COURSE
(GROUT TOP
COURSE)
#4 REBAR TO BOND BEAM
(CENTER FOR 8" BLOCK)
1/2" ANCHOR
BOLT
7/16 OSB NAIL
PER WSP
REQUIREMENTS
#4 REBAR TIE IF
WALL IS OVER
32" TALL
JC
ON
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PR
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CT
:
LO
CA
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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
18308
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
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PR
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CT
:
LO
CA
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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
18308
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)
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
CONTINUOUS WOOD
STRUCTURAL PANEL
D) ALT. 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)
C) GARAGE DOOR CORNER
OPT. BLOCKING FOR
GYPSUM WALLBOARD
E) ALT. OUTSIDE CORNER DETAIL
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)
OPT. BLOCKING FOR
GYPSUM WALLBOARD
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)
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
18308
3/4" = 1'-0"
1TYPICAL SLAB @ SUBWALL
3/4" = 1'-0"
GARAGE ENTRY SECTON
3/4" = 1'-0"
TYPICAL SLAB @ SUBWALL
3/4" = 1'-0"
TYPICAL SLAB @ SUBWALL
3/4" = 1'-0"
INTERIOR FOOTING SECTION
3/4" = 1'-0"
STEP-DOWN. BETWEEN HOUSE & GARAGE
3/4" = 1'-0"
8" CMU
24" INSULATION
BOARD
4" BRICK & 4" CONC.
BLOCK FND WALL
4" CONC. SLAB
2x PT PLATE
2x WALL ASSEMBLY
BRICK
PER CODE
4" CONC. SLAB
PE
R C
OD
E
8" CMU
4" BRICK & 4" CONC.
BLOCK FND WALL
4" CONC. SLAB
2x PT PLATE
2x WALL ASSEMBLY
BRICK
@ GARAGE
NOTE:
1/2" DIA. ANCHOR
BOLTS PER CODE
BRICK VENEER
NOTE:
4" GRAVEL BASE
WHERE REQUIRED
PER LOCAL CODE
NOTE:
4" GRAVEL BASE
WHERE REQUIRED
PER LOCAL CODE
NOTE:
4" GRAVEL BASE
WHERE REQUIRED
PER LOCAL CODE
2x PT SILL
4" CONC. SLAB
PER CODE
2x WALL
NOTE:
4" GRAVEL BASE
WHERE REQUIRED
PER LOCAL CODE
2x WALL ASSEMBLY
4" CONC. SLAB
VAPOR BARRIER
4" CONC. SLAB
w/ 6x6 #10/10
W.W.M. w/ 6 MIL
4" CMU
STEP-DOWN. BETWEEN HOUSE & GARAGE
4" CONC. SLAB
4" CONC. SLAB
4" BRICK
24" INSULATION
BOARD
8" CMU
4" CONC. SLAB
2x PT PLATE
2x WALL ASSEMBLY
4" GRAVEL BASE
WHERE REQUIRED
PER LOCAL CODE
BRICK
NOTE:
1/2" DIA. ANCHOR
BOLTS PER CODE
NOTE:
1/2" DIA. ANCHOR
BOLTS PER CODE
6 MIL VAPOR BAR.
REINF. PER PLAN
6 MIL VAPOR BAR.
REINF. PER PLAN
6 MIL VAPOR BAR.
REINF. PER PLAN
6 MIL VAPOR BAR.
REINF. PER PLAN
6 MIL VAPOR BAR.
REINF. PER PLAN
6 MIL VAPOR BAR.
REINF. PER PLAN
6 MIL VAPOR BAR.
REINF. PER PLAN
2 3 4
5 6 7
1/2" SHEETROCK
HOUSE WRAPHOUSE WRAP
1/2" SHEETROCK
1" AIRSPACE
1/2" SHEETROCK
HOUSE WRAP
1/2" SHEETROCK
2x WALL ASSEMBLY
1/2" SHEETROCK
1/2" SHEETROCK1/2" SHEETROCK
PROVIDE CONT. FLASHING
AND WEEPHOLES AT MAX.
33" O.C. AS PER R703.
WALL TIES @ 24"
O.C. HORIZ. AND
VERT. PER R703.7
24" (M
IN
.)
20" Min.
8" M
IN
.
24" (M
IN
.)
4 1/4"
4 1/4"
12"
8"
4"
16"
1"
6"
PER PLAN
8" M
IN
.
6"
1'-0"
1'-0"
1 1
/2
"
14"
PER PLAN
8" M
IN
.
3/4" = 1'-0"
8TYPICAL DECK ATTACHMENT
8" CMU
4" CONC. SLAB
2x PT PLATE
2x WALL ASSEMBLY
NOTE:
4" GRAVEL BASE
WHERE REQUIRED
PER LOCAL CODE
6 MIL VAPOR BAR.
REINF. PER PLAN
HOUSE WRAP
1/2" SHEETROCK
24" (M
IN
.)
PER PLAN
5/8" x 7" GALV. ANCHOR BOLT
TREATED BAND
AS REQ'D
FLOOR JOIST
TREATED
FLASHING
DECKING
@ 16" O.C.
3/4" = 1'-0"
ALTERNATE SLAB @ SUBWALL
BRICK VENEER
24" INSULATION
BOARD
8" CMU
4" CONC. SLAB
2x_ PT PLATE
2x_ WALL ASSEMBLY
4" GRAVEL BASE
WHERE REQUIRED
PER LOCAL CODE
BRICK
NOTE:
1/2" DIA. ANCHOR
BOLTS PER CODE
6 MIL VAPOR BAR.
REINF. PER PLAN
10
1/2" SHEETROCK
HOUSE WRAP
1" AIRSPACE
PROVIDE CONT. FLASHING
AND WEEPHOLES AT MAX.
33" O.C. AS PER R703.
WALL TIES @ 24"
O.C. HORIZ. AND
VERT. PER R703.7
24" (M
IN
.)
8" M
IN
.
3/4" = 1'-0"
9ALTERNATE SLAB @ SUBWALL
8" CMU
24" INSULATION
BOARD
4" BRICK & 4" CONC.
BLOCK FND WALL
4" CONC. SLAB
2x PT PLATE
2x WALL ASSEMBLY
NOTE:
4" GRAVEL BASE
WHERE REQUIRED
PER LOCAL CODE
NOTE:
1/2" DIA. ANCHOR
BOLTS PER CODE
6 MIL VAPOR BAR.
REINF. PER PLAN
HOUSE WRAP
1/2" SHEETROCK
24" (M
IN
.)
8" M
IN
.
BRICK
7/16" OSB SHEATHING7/16" OSB SHEATHING
7/16" OSB SHEATHING
7/16" OSB SHEATHING
7/16" OSB SHEATHING 7/16" OSB SHEATHING
SEE PLAN
NOTE:
SLOPE GRADE AWAY
FROM FOOTING
NOTE:
SLOPE GRADE AWAY
FROM FOOTING
NOTE:
SLOPE GRADE AWAY
FROM FOOTING
NOTE:
1/2" DIA. ANCHOR
BOLTS PER CODE
20" Min.
SEE PLAN
20" Min.
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
18308
SIMPSON H2.5A
HOLD DOWN CAPACITY
OF 535 POUNDS PER
ANCHOR
SIMPSON H2.5A
HOLD DOWN CAPACITY
OF 1070 POUNDS WITH
TWO ANCHORS
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.
A
A2
*
SIMPSON HUS26 HANGER -
UPLIFT CAPACITY OF 1550
POUNDS PER ANCHOR.
ALLOWABEL VERTICAL LOAD
2720.
K
SIMPSON H2.5A
HOLD DOWN CAPACITY
OF 535 POUNDS PER
ANCHOR
SIMPSON H2.5A
HOLD DOWN CAPACITY
OF 1070 POUNDS WITH
TWO ANCHORS
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.
A
A2
*
SIMPSON HUS26 HANGER -
UPLIFT CAPACITY OF 1550
POUNDS PER ANCHOR.
ALLOWABEL VERTICAL LOAD
2720.
K
2x6 BRACE AT
MID WALL HEIGHT
(6) 10d NAILS
AT SPLICE
2x4 STUDS
@ 16" O.C.
RAFTER
1'-0" MINIMUM
OVERLAP
HURRICANE CONNECTOR
SIMPSON H4 OR EQUAL
(RAFTERS PERPENDICULAR TO JOISTS)
STUD WALL
RAFTERS
SPACE TIES @ 48" OC WHEN KNEE
WALL IS NOT INSTALLED.
2x4 RAFTER TIE (45 DEG.) @ 16" OC
w/ (4) 10d NAILS @ EACH CONNECTION
CEILING JOISTS (CJ)
AS SPECIFIED
2x6 PLATE OVER MINIMUM (2) CJ.
ATTACH TO EACH CJ w/ (2) 16d NAILS
** PLATE SHALL BE CONTINUOUS TO
BEARING SUPPORT UNLESS FLOOR
IS SHEATHED WITH PLYWOOD.
16" LONG (MIN) 2x4 PLATE
ATTACHED TO 2x4 BOTTOM PLATE
(2) ROWS OF 10d NAILS AT 8" O.C.SEE PLAN
3/4" = 1'-0"
6RAFTER KNEE WALL TIE DOWN
RAFTERS
SEE PLAN
STUD WALL
SPACE RAFTER TIES AT
48" O.C. WHEN KNEE WALL
IS NOT INSTALLED (UNO)
2x4 RAFTER TIES @ 16"
OC W/ (4) 10d NAILS AT
EACH CONNECTION
CEILING JOISTS
OR LOOKOUTS
KNEE WALL
AS REQ'D
3/4" = 1'-0"
5RAFTER KNEE WALL TIE DOWN
3/4" = 1'-0"
1RAFTER TOP PLATE TIE DOWN
(RAFTERS PERPENDICULAR TO JOISTS)
STUD WALL
RAFTERS
2x4 RAFTER TIE (45 DEG.) @ 48" OC
w/ (4) 10d NAILS @ EACH CONNECTION
CEILING JOISTS (CJ)
AS SPECIFIED
2x6 PLATE OVER MINIMUM (2) CJ.
ATTACH TO EACH CJ w/ (2) 16d NAILS
** PLATE SHALL BE CONTINUOUS TO
BEARING SUPPORT UNLESS FLOOR
IS SHEATHED WITH PLYWOOD.
16" LONG (MIN) 2x4 PLATE
ATTACHED TO 2x4 BOTTOM PLATE
(2) ROWS OF 10d NAILS AT 8" O.C.
3/4" = 1'-0"
3RAFTER JOIST PLATE TIE DOWN
RAFTERS
2x4 RAFTER TIES @ 48"
OC W/ (4) 10d NAILS AT
EACH CONNECTION
3/4" = 1'-0"
2RAFTER JOIST PLATE TIE DOWN
RAFTERS
STUD WALL
3/4" = 1'-0"
4RAFTER VAULTED CEILING TIE DOWN
3/4" = 1'-0"
7RAFTER SPLICE - ATTIC K.W.
CEILING JOISTS
LOOKOUTS
1'-0" OVERLAP
AT SPLICE IF
REQUIRED
RAFTERS
ROOF BEAM AS
SPECIFIED
ROOF SUPPORT
KNEE WALL AS
REQ'D
(6) 10d NAILS
AT SPLICE
HURRICANE
CONNECTORS
3/4" = 1'-0"
8ROOF BEAM
HURRICANE CLIP (H2.5
UNLESS OTHERWISE NOTED)
DOUBLE TOP PLATE
RAFTERS
2x4 RAFTER TIES @ 48"
OC W/ (4) 10d NAILS AT
EACH CONNECTION
DBL 2 X 4 TOP PLATEDBL 2 X 4 TOP PLATE
SEE BELOW FOR TIE DOWN METHOD
STUD WALL
DBL 2 X 4 TOP PLATEDBL 2 X 4 TOP PLATE
SEE BELOW FOR TIE DOWN METHOD
STUD WALL
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
18308
MAXIMUM SPACING
MIN
IM
UM
RAIL CAP; 2X6, 5/4 BOARD OR
APPROVED MANUFACTURED
MATERIAL
(2) 1/2" DIAMETER
THROUGH-BOLTS
AND WASHERS
ATTACH PICKETS AT TOP AND
BOTTOM WITH (1) #8 WOOD
SCREW OR (2) 8d RING-SHANK
NAILS WITH A 0.135" NOMINAL
DIAMETER
OPENINGS SHALL NOT ALLOW THE
PASSAGE OF A 4" DIAMETER SPHERE;
WET LUMBER MUST BE SPACED SUCH
THAT WHEN SHRINKAGE OCCURS, THE
MAXIMUM OPENING IS MAINTAINED
2X2 PICKETS; MAY
BE PLACED ON
EITHER SIDE OF
GUARD
2X4 TOP &
BOTTOM;
MAY BE
PLACED ON
EITHER SIDE
OF GUARD
POST;
ATTACH TO
POST W/ (2)
#10 3" WOOD
SCREWS
4X4 POST,
TYPICAL
DO NOT
NOTCH
USP STRUCTURAL
CONNECTORS
SPT22 20ga - 535
LBS UPLIFT
SIMPSON
BP 1/2 3ga
3"x3"
SIMPSON RSP4 -
20ga 285 LBS
UPLIFT
SIMPSON
SSP - 20ga
420 LBS
UPLIFT
SIMPSON
TSP - 20ga
425 LBS
UPLIFT
SIMPSON
SP1 - 20ga
535 LBS
UPLIFT
USP
STRUCTURAL
CONNECTORS
SPT22 20ga -
535 LBS UPLIFT
PROVIDE 2X6 BRACE-PLATE
SECURED WITH 3" #10 SCREWS
8" O.C. AND AT EACH JOIST
WHEN JOIST DEPTH COLUMN
INDICATES REQUIRED ABOVE.
BLOCKING
DECKING
2X8
JOIST
OUTSIDE
JOIST
STUD
TIE-PLATE
GUARD
POST
2X8
JOIST
AT FIRST INTERIOR BAY,
PROVIDE 2x BLOCKING A
GUARD POSTS; TOE NAIL
WITH 10d NAILS TOP AND
BOTTOM, EACH SIDE
BLOCKING
BLOCKING
OUTSIDE
JOIST
OUTSIDE
JOIST
STUD
TIE-PLATE
STUD
TIE-PLATE
2X8
JOIST
OUTSIDE
JOIST
STUD
TIE-PLATE
GUARD
POST
DECKING
2X8
JOIST
OUTSIDE
JOIST
STUD
TIE-PLATE
GUARD
POST
POSTGUARD
POSTGUARD
JOIST2X8
8' O.C.
36
"