HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right...

15
J CONSULTING & DESIGN D S CLIENT: PROJECT: LOCATION: ALL DESIGNS REMAIN THE INTELLECTUAL PROPERTY OF JDS CONSULTING & DESIGN. ANY UNAUTHORIZED USE OR DUPLICATION IS STRICTLY PROHIBITED. JDS CONSULTING & DESIGN IS NOT LIABLE FOR CHANGES MADE TO PLANS DUE TO CONSTRUCTION METHODS OR ANY CHANGES TO PLANS MADE IN THE FIELD BY CONTRACTOR OR BY OTHERS. DRAWINGS ARE PROVIDED TO CLIENT FOR A CONDITIONAL ONE TIME USE ONLY. CONDITIONAL USE IS SPECIFIED FOR THE LOT NUMBER OR PROPERTY HEREIN. JDS CONSULTING & DESIGN, PLLC 8600 'D' JERSEY CT RALEIGH, NC 27617 919.480.1075 [email protected] 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 REVIEW 03/26/2014 WTS ADDED OPTIONAL DECK 03/26/2014 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 PLAN 04/01/2014 GES

Transcript of HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right...

Page 1: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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

Page 2: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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

Page 3: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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"

Page 4: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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

Page 5: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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

Page 6: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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

Page 7: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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"

Page 8: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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.

Page 9: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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

Page 10: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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

Page 11: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

JC

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D

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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

[email protected]

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"

Page 12: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

JC

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ES

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CL

IEN

T:

PR

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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

[email protected]

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

Page 13: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

JC

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IN

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D

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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

[email protected]

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

Page 14: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

JC

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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

[email protected]

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

Page 15: HOUSE PLAN FOR: DBC4 RIGHT HAND KITCHENdbcstorage.com/plans/DBC4.pdf · scale: 1/8" = 1'-0" right elevation scale: 1/8" = 1'-0" front elevation scale: 1/8" = 1'-0" glazing calculations

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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

[email protected]

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