DBC 3 - RIGHT HAND KITCHEN

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:

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

DBC 3 - RIGHT HAND KITCHEN

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

01/14/2014 INITIAL PRELIMINARY DRAWING

JDM


ENGINEERING, BUILDING DESIGN, & CONSTRUCTION

CONSULTING SERVICES

8600 "D" JERSEY COURT

RALEIGH, NC 27617

FIRM LIC. NO: P-0961;

PROJECT REFERENCE: 18901002

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.

STRUCTURAL PLANS FOR:

01/22/2014 INITIAL STRUCTURAL SETUP

PLS

01/23/2014 STRUCTURAL LAYOUT FROM I-JOISTS PLANS

PLS

01/28/2014 STRUCTURAL REVIEW

WTS

02/21/2014 GLAZING CALCULATIONS, BUILDING HEIGHTS NOTED, UPDATED FOUNDATIONS

GES /WTS

02/26/2014 REVISE ELEVATION FOR SLAB FOUNDATION

GES

07/19/2018 CREATED ELEVATION C, D, & E

CTU

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


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


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"


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


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:


3. LVL STRUCTURAL MEMBERS TO BE LAMINATED VENEER LUMBER WITH THE

FOLLOWING MINIMUM DESIGN PROPERTIES:


4. PSL STRUCTURAL MEMBERS TO BE PARALELL STRAND LUMBER WITH THE



5. LSL STRUCTURAL MEMBERS TO BE LAMINATED STRAND LUMBER WITH THE



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

THIRD OF RAFTERS U.N.O. ON PLAN.

2. FUR RIDGES FOR FULL RAFTER CONTACT

3. PROVIDE CONTINUOUS BLOCKING THROUGH STRUCTURE FOR ALL POINT LOADS.

4. DENOTES OVERFRAMED AREA

5. MIN. 7/16" OSB ROOF SHEATHING

6. 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.

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


9'-1"

MA

IN

C

LG

. H

GT

.

8'-1 1/2"

UP

PE

R C

LG

. H

GT

.

7'-4"

WIN

DO

W H

GT

6'-8"

WIN

DO

W H

GT

.

FRONT ELEVATION - ASCALE: 1/4" = 1'-0"

LEFT ELEVATION - ASCALE: 1/4" = 1'-0"

REAR ELEVATION - ASCALE: 1/4" = 1'-0"

RIGHT ELEVATION - ASCALE: 1/4" = 1'-0"

12

4" CORNERBOARDS

1212

12

1212

4" WOOD TRIMTYPICAL

6" FRIEZE w/ 2"REVEAL

6" FASCIA BOARD

HORIZONTAL SIDINGTYPICAL

8x8 WOOD COL.w/ BASE & CAP.

STEPS TO GRADE

RAIL AS REQ'D

12

MASONRYFOUNDATION W/PARGE FINISH

4


4" CORNERBOARDS

RAIL AS REQ'D


4x4 DECORATIVEPOST

8" TRIM BOARDw/ 2" CAP 6x6 POST

(SEE STRUCT)


RAIL AS REQ'D

8" TRIM BOARDw/ 2" CAP


4" CORNERBOARDSTYPICAL

6x6 POST(SEE STRUCT)


RAIL AS REQ'D




ASPHALT SHINGLES OVER 30#FELT OVER 1/2" osb OVERTRUSSES - PER ROOF PLAN

ASPHALT SHINGLES OVER 30#FELT OVER 1/2" osb OVER

TRUSSES - PER ROOF PLAN

1/6 x 3/0 LOUVERED ATTIC VENTw/ 4" WOOD SURROUND


ASPHALT SHINGLES OVER 30#FELT OVER 1/2" osb RETURN

(TYPICAL)

412

4" CORNERBOARDS



RAIL AS REQ'D


4x4 DECORATIVEPOST

4" CORNERBOARDS

4" WOOD TRIMTYPICAL


6" FASCIA BOARD





1212

1212

ridge vent

ridge vent

ASPHALT SHINGLES OVER 30#FELT OVER 1/2" CDX OVERTRUSSES - PER ROOF PLAN

1'- 4"

30'-1 1/2"

GLAZING CALCULATIONS - eLEVATION A1ST FLOOR = 62 SF OF GLAZING2ND FLOOR = 50 SF OF GLAZINGGLAZING AREA TOTAL = 112 SFtotal EXTERIOR WALL AREA = 2088 SFPERCENT OF GLAZING = 5.36%

CR

AWLS

PACE F

OUND

ATIO

N O

PTIO

N

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


9'-1"

MA

IN

C

LG

. H

GT

.

8'-1 1/2"

UP

PE

R C

LG

. H

GT

.

7'-4"

WIN

DO

W H

GT

6'-8"

WIN

DO

W H

GT

.

FRONT ELEVATION - BSCALE: 1/4" = 1'-0"

LEFT ELEVATION - BSCALE: 1/4" = 1'-0"

REAR ELEVATION - BSCALE: 1/4" = 1'-0"

RIGHT ELEVATION - BSCALE: 1/4" = 1'-0"



RAIL AS REQ'D




4" CORNERBOARDS

4" WOOD TRIMTYPICAL




128

128ASPHALT SHINGLES OVER 30#

FELT OVER 1/2" osb OVERTRUSSES - PER ROOF PLAN

4" CORNERBOARDS

4" WOOD TRIMTYPICAL



RAIL AS REQ'D


412

4" CORNERBOARDS



RAIL AS REQ'D

MASONRY FOUNDATIONW/ PARGE FINISH

4x4 DECORATIVEPOST



RAIL AS REQ'D





ridge vent

ridge vent

MASONRY FOUNDATIONW/ PARGE FINISH

128

412

128

4" CORNERBOARDS



RAIL AS REQ'D

4x4 DECORATIVEPOST




31'-3 1/2"

1'-4"

GLAZING CALCULATIONS

127 / 2035 = 6%

GLAZING CALCULATIONS - eLEVATION A1ST FLOOR = 62 SF OF GLAZING2ND FLOOR = 65 SF OF GLAZINGGLAZING AREA TOTAL = 127 SFtotal EXTERIOR WALL AREA = 2088 SFPERCENT OF GLAZING = 6.08%

CR

AWLS

PACE F

OUND

ATIO

N O

PTIO

N

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


CR

AWLS

PACE F

OUND

ATIO

N O

PTIO

N

9'-1"

MA

IN

C

LG

. H

GT

.

8'-1 1/2"

UP

PE

R C

LG

. H

GT

.

7'-4"

WIN

DO

W H

GT

6'-8"

WIN

DO

W H

GT

.

FRONT ELEVATION - CSCALE: 1/4" = 1'-0"

LEFT ELEVATION - CSCALE: 1/4" = 1'-0"

REAR ELEVATION - CSCALE: 1/4" = 1'-0"

RIGHT ELEVATION - CSCALE: 1/4" = 1'-0"

1212

1212

4" CORNERBOARDS

4" WOOD TRIMTYPICAL


6" FASCIA BOARD


10x10 WOOD OR PVCCOL. w/ BASE & CAP.

STEPS TO GRADE

RAIL AS REQ'D

412

4" CORNERBOARDS


10X10 WOOD COL. w/BASE & CAP.

RAIL AS REQ'D

4x4 DECORATIVEPOST

8" TRIM BOARDw/ 2" CAP 6x6 POST

(SEE STRUCT)


RAIL AS REQ'D






RAIL AS REQ'D









412

4" CORNERBOARDS


10X10 WOOD COL.w/ BASE & CAP.

RAIL AS REQ'D


4x4 DECORATIVEPOST

4" CORNERBOARDS

4" WOOD TRIMTYPICAL


6" FASCIA BOARD





1212

1212

ridge vent

ridge vent

ASPHALT SHINGLES OVER 30#FELT OVER 1/2" CDX OVERTRUSSES - PER ROOF PLAN

1'- 4"

30'-1 1/2"

GLAZING CALCULATIONS - eLEVATION C1ST FLOOR = 53 SF OF GLAZING2ND FLOOR = 71 SF OF GLAZINGGLAZING AREA TOTAL = 124 SFtotal EXTERIOR WALL AREA = 2025 SFPERCENT OF GLAZING = 6.12%

BOARD & BATTEN SIDING

BOARD AND BATTENSHUTTERS PER BUILDER

CORRUGATED METALROOF - COLOR PERCLIENT

SHUTTER DOGS

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


9'-1"

MA

IN

C

LG

. H

GT

.

8'-1 1/2"

UP

PE

R C

LG

. H

GT

.

7'-4"

WIN

DO

W H

GT

6'-8"

WIN

DO

W H

GT

.

FRONT ELEVATION - DSCALE: 1/4" = 1'-0"

LEFT ELEVATION - DSCALE: 1/4" = 1'-0"

REAR ELEVATION - DSCALE: 1/4" = 1'-0"

RIGHT ELEVATION - DSCALE: 1/4" = 1'-0"



RAIL AS REQ'D




4" CORNERBOARDS

4" WOOD TRIMTYPICAL



4" CORNERBOARDS

4" WOOD TRIMTYPICAL



RAIL AS REQ'D


4" CORNERBOARDS



RAIL AS REQ'D

4x4 DECORATIVEPOST



RAIL AS REQ'D





4" CORNERBOARDS



RAIL AS REQ'D

4x4 DECORATIVEPOST

31'-3"

1'-4"


127 / 2035 = 6%

GLAZING CALCULATIONS - eLEVATION D1ST FLOOR = 62 SF OF GLAZING2ND FLOOR = 65 SF OF GLAZINGGLAZING AREA TOTAL = 127 SFtotal EXTERIOR WALL AREA = 2088 SFPERCENT OF GLAZING = 6.08%

CR

AWLS

PACE F

OUND

ATIO

N O

PTIO

N

125

ridge vent

ridge vent

ASPHALT SHINGLES OVER 30# FELT OVER1/2" osb OVER TRUSSES - PER ROOF PLAN

125

125

6

12

125

6

12



CHANGE IN SLOPE

CHANGE IN SLOPE


412

412

12

33.5

12

33.5


SHUTTER DOGS

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


9'-1"

MA

IN

C

LG

. H

GT

.

8'-1 1/2"

UP

PE

R C

LG

. H

GT

.

7'-4"

WIN

DO

W H

GT

6'-8"

WIN

DO

W H

GT

.

FRONT ELEVATION - ESCALE: 1/4" = 1'-0"

LEFT ELEVATION - ESCALE: 1/4" = 1'-0"

REAR ELEVATION - ESCALE: 1/4" = 1'-0"

RIGHT ELEVATION - ESCALE: 1/4" = 1'-0"



RAIL AS REQ'D




4" CORNERBOARDS

4" WOOD TRIMTYPICAL



126

4" WOOD TRIMTYPICAL

8x8 TAPERED WOOD COL.18" @ BASE w/ BASE & CAP.

RAIL AS REQ'D


4" CORNERBOARDS



RAIL AS REQ'D

4x4 DECORATIVEPOST



RAIL AS REQ'D





4" CORNERBOARDS



RAIL AS REQ'D

4x4 DECORATIVEPOST

24'-7 1/2"

1'-4"


127 / 2035 = 6%

GLAZING CALCULATIONS - eLEVATION E1ST FLOOR = 62 SF OF GLAZING2ND FLOOR = 65 SF OF GLAZINGGLAZING AREA TOTAL = 127 SFtotal EXTERIOR WALL AREA = 2088 SFPERCENT OF GLAZING = 6.08%

CR

AWLS

PACE F

OUND

ATIO

N O

PTIO

N

412

412


ridge vent

126

126

126

126

126

ridge vent

126

126

BOARD & BATTEN SIDING


JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


FIRST FLOOR PLAN - a, b, d, & eSCALE: 1/4" = 1'-0"

First Floor HeatedSecond Floor HeatedTotal HeatedRear deckPorch

732 Sq.Ft. 754 Sq.Ft.1486 Sq.Ft. 60 Sq.Ft. 132 Sq.Ft.

SECOND FLOOR PLAN - A, c, d, & eSCALE: 1/4" = 1'-0"

8' CEILING

BEDRM 3

LINEN

DN

8' CEILING

BEDRM 2

8' CEILING

MASTER

WIC

CLOSETCLOSET

8' CEILING

M. BATH

8' CEILING

BATH

3/0x5/0

3/0x5/0 3/0x5/0

2/4

2/82/8

2/4

2/0

2/6 2/6

22'-0"

8'-4"8'-4"

36'-0"

5'-4"

5'-9"10'-6"5'-9"

12'-1 1/2"

8'-3 1/2"

2'-11"

12'-8"

10'-10"11'-2"

12'-6 1/2"

5'-6 1/2"13'-0"

8'-3 1/2" 5'-1 1/2" 8'-7"

upt=9

"

9' CEILING

FAMILY

9' CEILING

DINING9' CEILING

KITCHEN

DWSINK

RANG

ER

EFG

WASH DRY

BENCH9' CEILING

MUD RM

9' CEILING

PWDRCOV'D PR.

FRONT PORCH

3/0

12

LITE

3/0x5/0

2/8 FR 2/4

3/0x5/0

22'-0"

14'-0"8'-0"

36'-0"

6'-0"

42'-0"

4'-0" 4'-0" 10'-5" 3'-7"

6'-0"

28'-6"

42'-0"

7'-6"

5'-9"8'-10 1/4"4'-1 1/4"

3'-9"18'-3"

15'-5"

13'-1"

12'-1 1/2"

3'-9"

12'-4"

7'-9 1/2"

4'-9 1/2" 12'-0 1/2"

2/0

2/02/0 2/0

2/43'-5 1/2"

1/6

3/0x5/0

5' TUB/SHR

PREFABFIREPLACE w/FLUSH HEARTH



STEPS TO GRADE

RAIL AS REQ'D

DN

COATS

STAIR RAKE

3/6 C.O.

2'-7" 2'-7"

8' CEILING

MASTER

8' CEILING

M. BATH

3/0x5/0

2/4

5'-9"5'-9"

4'-6 1/2"13'-0"

2/43'-5 1/2"

3/0x5/03/0x5/0

5'-3"5'-3"

1'-0"

3'-4"

SECOND FLOOR PLAN - BSCALE: 1/4" = 1'-0"

5'-3 1/2"

9'-9 1/2"

6'-1"

8'-0"

4

5

°

6'-6"

1'-9 1/2"

1'-9"

3'-8 1/2"

3'-9 1/2"

10'-6"10'-6"

6"

6"CLCL CL

DSP

4

5

°

4'-6 1/2"

3'-8"

17 r

r=7

.4"

t=9"

r=7.4"17 r

ceilingabove

1. walls drawn @ 3 1/2" widths2. set windows @ 7'-4" a.f.f. u.n.o.

1. walls drawn @ 3 1/2" widths2. set windows @ 6'-8" a.f.f. u.n.o.

3/0x5/0

3'-3 1/2"

22'-0"

2'-3 1/2"

GLAZING CALCULATIONS - eLEV. A, D, & E1ST FLOOR = 62 SF OF GLAZING2ND FLOOR = 50 SF OF GLAZINGGLAZING AREA TOTAL = 112 SFtotal EXTERIOR WALL AREA = 2088 SFPERCENT OF GLAZINZING = 5.36%

up

t=9

"

FRONT PORCH

3/0

12

LITE

3/0x5/0

6'-0"

4'-1 1/4" 3'-3 1/2" 5'-9"

3'-9"18'-3"

STEPS TO GRADERAIL AS REQ'D

DN

10'-5"

C LCL C

17 r

DSP

ceiling

10'-5"

r=7

.4"

L

8'-10 1/4"

3'-8"

above

3/0x5/0

FIRST FLOOR PLAN - CSCALE: 1/4" = 1'-0"

GLAZING CALCULATIONS - eLEVATION B1ST FLOOR = 62 SF OF GLAZING2ND FLOOR = 65 SF OF GLAZINGGLAZING AREA TOTAL = 127 SFtotal EXTERIOR WALL AREA = 2088 SFPERCENT OF GLAZING = 6.08%

10x10 WOOD OR PVCCOL. w/ BASE & CAP.

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


ROOF PLAN - ASCALE: 1/4" = 1'-0"

ROOF PLAN - BSCALE: 1/4" = 1'-0"

12:12

4:12

12:12

4:12

8:12

8:12

1'-0"

O.H.

1'-0"

O.H

.

6"

O.H.

1'-0"

O.H

.

1'-0"

O.H.

1'-0"

O.H

.

6"

O.H.

1'-0"

O.H

.

RIDGE

RIDGE VENT

RID

GE

RID

GE V

ENT

ATTIC VENTILATION

THE TOTAL NET FREE VENTILATION AREA SHALL NOT BE

LESS THAN 1/150 OF THE AREA OF THE ATTIC SPACE TO

BE VENTILATED. THE TOTAL VENTILATION MAY BE

REDUCED TO 1/300 PROVIDED AT LEAST 50% BUT NOT

MORE THAN 80% OF THE REQUIRED VENTILATION BE

LOCATED IN THE UPPER PORTION OF THE AREA TO BE

VENTILATED, OR AT LEAST 3' ABOVE THE SOFFIT

VENTILATION INTAKE.

________ SQUARE FEET OF TOTAL ATTIC / 150 =

________ SQUARE FEET OF NET FREE VENTILATION

REQUIRED

792

5.28

4"

O.H

.

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


ROOF PLAN - CSCALE: 1/4" = 1'-0"

ROOF PLAN - DSCALE: 1/4" = 1'-0"

12:12

4:12

12:12

1'-0"

O.H.

1'-0"

O.H

.

6"

O.H.

1'-0"

O.H

.

1'-0"

O.H.

1'-0"

O.H

.

6"

O.H.

1'-0"

O.H

.

RID

GE V

ENT

ATTIC VENTILATION








VENTILATION INTAKE.



REQUIRED

792

5.28

1'-0"

O.H.

1'-0"

O.H

.

33.5:125:12

RID

GE

RID

GE V

ENT

5:1233.5:12

4:12

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


ATTIC VENTILATION








VENTILATION INTAKE.



REQUIRED

792

5.28

ROOF PLAN - eSCALE: 1/4" = 1'-0"

6:12

4:12

6:12

1'-0"

O.H.

1'-0"

O.H

.

6"

O.H.

1'-0"

O.H

.

RID

GE V

ENT

1'-0"

O.H.

1'-0"

O.H

.

6:12

6:12

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


PIT

CH

1/8" / F

T

MONOSLAB FOUNDATION PLAN - A,B,C,D

SCALE: 1/4" = 1'-0"

4" CONCRETE SLAB OVER

6 MIL. VAPOR BARRIER ON

4" CRUSHED STONE OVER

COMPACTED OR

UNDISTURBED EARTH

16"Wx20D" TURNDOWN SLAB (TYP)


14'-0"8'-0"

22'-0"

7'-6"

6'-0"

42'-0"

22'-0"

36'-0"

6'-0"

42'-0"

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

PIT

CH

1/8" / F

T

28'-6"





POINT LOAD TRANSFER


BEAM / GIRDER


INTERIOR LOAD BEARING WALL

3'-5 1/4"18'-6 3/4"

10'-7 1/2"

2'-9 1/2"

22'-7"

16"x8"

THICKENED

SLAB (TYP)

6'-2"

1'-4"

22'-0"

9'-0" 1'-4" 9'-0" 1'-4"


MONOSLAB FOUNDATION PLAN - E

SCALE: 1/4" = 1'-0"

PIT

CH

1/8" / F

T

8"Wx8D" TURNDOWN PORCH SLAB

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


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 =

SQ FT OF NET FREE AREA REQUIRED

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

SQ FT OF CRAWL SPACE AREA / 150 =732

4.88

SQ FT OF NET FREE AREA REQUIRED





POINT LOAD TRANSFER


BEAM / GIRDER



CRAWLSPACE FOUNDATION PLAN - A,B,C,D

SCALE: 1/4" = 1'-0"

14'-0"8'-0"

22'-0"

7'-6"

28'-6"

6'-0"

42'-0"

36'-0"

6'-0"

42'-0"

7'-0"7'-0"

6'-11"8'-2"

15'-6 3/4"

12'-9 1/2"

7'-7 3/4"

FOUNDATION WALLS

8" CMU BLOCK -or- 4"

BRICK & 4" BLOCK

WITH 8" SOLID CAP ON

16"x8" CONTINUOUS

CONCRETE FOOTING

PIERS

16"x16" BRICK w/

8" SOLID CAP ON

30"x30"x10" CONC

FOOTING

(TYPICAL)

ALL GIRDERS

(2) 1 3/4"x9 1/4"

LVL (TYPICAL

U.N.O.)

MIN. 18"x24"

ACCESS DOOR;

32"x24" MIN. w/

MECH. IN CRAWL

(FIELD LOCATE)

11 7/8" I-JO

IS

TS

B

Y M

AN

UF

AC

TU

RE

R

11 7/8" I-JO

IS

TS

B

Y M

AN

UF

AC

TU

RE

R

6'-11"

2" X 10" PT BAND SECURED TO

HOUSE W/

5

8

" THRU BOLTS @ 20" O.C.

TYPICAL

CONC FOOTING

ON 16"x16"x8"

6"x6" PT POST

11'-0" 11'-0"

22'-0"

TYPICAL

TYPICAL

2x6 @

16"

#2 S

YP

P

T

4X4 P.T.

POST TO

HOUSE FTG.

2x8 @

16" o

.c.

#2 S

YP

P

T

CONC FOOTING

ON 20"x20"x8"

6"x6" PT POST

(3) 1 3/4" x 11 7/8" L

VL

@ 24" O

.C

.

@ 24" O

.C

.

4'-6"

6'-2"

2" X 10" PT BAND SECURED TO

HOUSE W/

5

8

" THRU BOLTS @ 20" O.C.

1'-8"

22'-0"

TYPICAL

2x6 @

16"

#2 S

YP

P

T

4X4 P.T.

POST TO

HOUSE FTG.

STEP FOOTING

CRAWLSPACE FOUNDATION PLAN - E

SCALE: 1/4" = 1'-0"

20"X20" CMU COLUMN

ON 28"x28"x10" FTG. (TYP)

1'-8"

8'-6" 1'-8" 8'-6" 1'-8"

1'-8"

4'-6"

STEP FOOTING

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


FIRST FLOOR CEILING FRAMING PLAN - A

SCALE: 1/4" = 1'-0"

FIRST FLOOR CEILING FRAMING PLAN - B

SCALE: 1/4" = 1'-0"

2SC

2SC

4X4 P.T. POST

or EQUIV., TYP.

(3) 2"x8" TYPICAL

2SC

4X4 P.T. POST

or EQUIV., TYP.

2SC

(2) 2X8

PORCH BEAMS

TO BEAR IN

WALL FRAMING

TYPICAL

(2) 2"x8" CONTINUOUS

16" I-JOISTS LPI-32 @ 24" O.C.


DJ

XJ

XJ

XJ

2SC

2SC

4X4 P.T. POST

or EQUIV., TYP.

(3) 2"x8" TYPICAL

2SC

4X4 P.T. POST

or EQUIV., TYP.

2SC

(2) 2X8

PORCH BEAMS

TO BEAR IN

WALL FRAMING

TYPICAL



XJ

XJ

XJ

SJ

SJ





POINT LOAD TRANSFER


BEAM / GIRDER







3. EXTERIOR WALL OPENINGS OVER 6' TO HAVE DOUBLE KING

STUDS AT EACH END. OPENINGS OVER 9' TO HAVE 3 KINGS

STUDS AT EACH END.

4. ALL NON BEARING HEADERS TO BE (2)2"x4" (1)J / (1)K U.NO.

5. PROVIDE CONTINOUS BLOCKING THROUGH STRUCTURE FOR

ALL POINT LOADS.

6. ALL HANGERS AND CONNECTORS SPEC'D ARE TO BE SIMPSON

STRONG TIE OR EQUIVALENT.

7. ALL BEAMS SPEC'D ARE MINIMUM SIZES ONLY. LARGER

MEMBERS MAY SUBSTITUTED AS NEEDED FOR EASE OF

CONSTRUCTION. MINIMUM BEAM SUPPORT IS (1) 2X4 STUD.

8. ALL EXTERIOR WALLS TO BE FULLY SHEATHED WITH 7/16"

OSB

9. 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.

10. 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.

11. 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 SDW OR TRUSSLOK SCREWS

( SEE MANUFACTURERS SPECIFICATIONS)

12. FOR STUD COLUMNS OF 4 OR MORE, INSTALL SST CS16

STRAPS @ 30" OC, 6" MAX FROM PLATES, ON INSIDE FACE OF

COLUMN (EXTERIOR WALL), ON BOTH FACES OF COLUMN

(INTERIOR WALL).


2x10

FOR HEAD HIGH


DJ


2x10

FOR HEAD HIGH

16" I-JOISTS LPI-32 @ 24" O.C.16" I-JOISTS LPI-32 @ 24" O.C.

DROPPED

(2) 1 3/4" x 9 1/4" LVL

HU410

2SC

(2) 2"x10"

DROPPED

2SC

LUS28-2

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


FIRST FLOOR CEILING FRAMING PLAN - C

SCALE: 1/4" = 1'-0"

FIRST FLOOR CEILING FRAMING PLAN - D

SCALE: 1/4" = 1'-0"

2SC

2SC

4X4 P.T. POST

or EQUIV., TYP.

(3) 2"x8" TYPICAL

2SC

4X4 P.T. POST

or EQUIV., TYP.

2SC

(2) 2X8

PORCH BEAMS

TO BEAR IN

WALL FRAMING

TYPICAL




DJ

XJ

XJ

XJ

2SC

2SC

4X4 P.T. POST

or EQUIV., TYP.

(3) 2"x8" TYPICAL

2SC

4X4 P.T. POST

or EQUIV., TYP.

2SC

(2) 2X8

PORCH BEAMS

TO BEAR IN

WALL FRAMING

TYPICAL



XJ

XJ

XJ

SJ

SJ





POINT LOAD TRANSFER


BEAM / GIRDER









STUDS AT EACH END.



ALL POINT LOADS.







OSB















(INTERIOR WALL).


2x10

FOR HEAD HIGH


DJ


2x10

FOR HEAD HIGH

16" I-JOISTS LPI-32 @ 24" O.C.16" I-JOISTS LPI-32 @ 24" O.C.

(2) 2"x10"

DROPPED

2SC

LUS28-2

(2) 2"x10"

DROPPED

2SC

LUS28-2

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


FIRST FLOOR CEILING FRAMING PLAN - E

SCALE: 1/4" = 1'-0"

2SC

3SC

2SC

4X4 P.T. POST

or EQUIV., TYP.

(3) 2"x8" TYPICAL

2SC

4X4 P.T. POST

or EQUIV., TYP.

2SC

(2) 2X8

PORCH BEAMS

TO BEAR IN

WALL FRAMING

TYPICAL



XJ

XJ

XJ

SJ





POINT LOAD TRANSFER


BEAM / GIRDER









STUDS AT EACH END.



ALL POINT LOADS.







OSB















(INTERIOR WALL).


DJ


2x10

FOR HEAD HIGH


DROPPED

(2) 1 3/4" x 9 1/4" LVL

HU410

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


SECOND FLOOR CEILING FRAMING PLAN - A,C,D,E

SCALE: 1/4" = 1'-0"

SECOND FLOOR CEILING FRAMING PLAN - B

SCALE: 1/4" = 1'-0"

RO

OF

T

RU

SS

B

Y M

AN

UF

AC

TU

RE

R

(2) 2"x8"(2) 2"x8"

(2) 2"x8"(2) 2"x8"(2) 2"x8"





POINT LOAD TRANSFER


BEAM / GIRDER









STUDS AT EACH END.



ALL POINT LOADS.







OSB















(INTERIOR WALL).

(2) 2"x6" (2) 2"x6"

(2) 2"x6"(2) 2"x6"

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


SECOND FLOOR CEILING FRAMING PLAN - C

SCALE: 1/4" = 1'-0"

SECOND FLOOR CEILING FRAMING PLAN - D

SCALE: 1/4" = 1'-0"

RO

OF

T

RU

SS

B

Y M

AN

UF

AC

TU

RE

R

(2) 2"x8"(2) 2"x8"

(2) 2"x8"(2) 2"x8"





POINT LOAD TRANSFER


BEAM / GIRDER









STUDS AT EACH END.



ALL POINT LOADS.







OSB















(INTERIOR WALL).

(2) 2"x6" (2) 2"x6"

(2) 2"x6"(2) 2"x6"

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


SECOND FLOOR CEILING FRAMING PLAN - E

SCALE: 1/4" = 1'-0"





POINT LOAD TRANSFER


BEAM / GIRDER









STUDS AT EACH END.



ALL POINT LOADS.







OSB















(INTERIOR WALL).

(2) 2"x6" (2) 2"x6"

(2) 2"x6" (2) 2"x6"

HIP TRUSS

HIP TRUSS

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


48"

WSP

24"

WSP

24"

WSP

FIRST FLOOR WALL BRACING PLAN - A,B,C,D,E

SCALE: 1/4" = 1'-0"

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

24"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

24"

WSP

48"

GB

WALL BRACE REQUIREMENTS

-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)

-SCHEMATIC BELOW INDICATES HOW SIDES OF RECTANGLE ARE TO BE

INTERPRETED IN BRACING CHART WHEN APPLIED TO STRUCTURE.

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). USE HTT4 FOR ATTACHMENT

TO CONCRETE.

24"

WSP

SCALED LENGTH

OF WALL PANEL

AT LOCATION

NUMERICAL

LENGTH OF PANEL

PANEL TYPE

FRONT

REAR

RIG

HT

LE

FT

CS16 STRAP FROM STUD, CROSS HEADER, TO WALL TOP PLATE,

36" LONG MIN.

WALL BRACING NOTE:

WALLS WITH REQUIRED LENGTH LISTED AS "N/A" DO NOT

MEET THE REQUIREMENTS OF PRESCRIPTIVE WALL

BRACING FOUND IN THE NCRC. THESE WALLS HAVE

BEEN ENGINEERED BASED ON DESIGN GUIDELINES

ESTABLISHED IN ASCE-07 AND THE NDS: WIND & SEISMIC

PROVISIONS SUPPLEMENT.

WALL BRACING: RECTANGLE 1

SIDEREQUIRED LENGTH

PROVIDED LENGTH

FRONT 12.0 FT. 12.0 FT.

RIGHT 10.0 FT. 12.0 FT.

REAR 12.0 FT. 12.0 FT.

LEFT 10.0 FT. 12.0 FT.

ENGINEERED WALL SCHEDULE

ENG1: CONTINUOUSLY SHEATH WITH 7/16" OSB

ATTACHED WITH 8d NAILS @ 6" O.C. EDGE AND 12"

O.C. FIELD. FULLY BLOCKED AT ALL PANEL EDGES.

ENG2: CONTINUOUSLY SHEATH WITH 7/16" OSB WITH 10d

NAILS @ 3" O.C. EDGE AND 3" O.C. FIELD. FULLY

BLOCKED AT ALL PANEL EDGES.

ENG3: CONTINUOUSLY SHEATH 7/16" OSB ATTACHED

BOTH SIDES WITH 8d NAILS @ 4" O.C. EDGE AND 8"



WITH 8d NAILS @ 4" O.C. EDGE AND 8" O.C. FIELD.

FULLY BLOCKED AT ALL PANEL EDGES.

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


SECOND FLOOR WALL BRACING PLAN - A,C,D,E

SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

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

48"

WSP

48"

WSP

48"

WSP

48"

WSP

24"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

SECOND FLOOR WALL BRACING PLAN - B

WALL BRACE REQUIREMENTS

-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)

-SCHEMATIC BELOW INDICATES HOW SIDES OF RECTANGLE ARE TO BE

INTERPRETED IN BRACING CHART WHEN APPLIED TO STRUCTURE.

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). USE HTT4 FOR ATTACHMENT

TO CONCRETE.

24"

WSP

SCALED LENGTH

OF WALL PANEL

AT LOCATION

NUMERICAL

LENGTH OF PANEL

PANEL TYPE

FRONT

REAR

RIG

HT

LE

FT

CS16 STRAP FROM STUD, CROSS HEADER, TO WALL TOP PLATE,

36" LONG MIN.

WALL BRACING NOTE:

WALLS WITH REQUIRED LENGTH LISTED AS "N/A" DO NOT

MEET THE REQUIREMENTS OF PRESCRIPTIVE WALL

BRACING FOUND IN THE NCRC. THESE WALLS HAVE

BEEN ENGINEERED BASED ON DESIGN GUIDELINES

ESTABLISHED IN ASCE-07 AND THE NDS: WIND & SEISMIC

PROVISIONS SUPPLEMENT.

WALL BRACING: RECTANGLE 1

SIDEREQUIRED LENGTH

PROVIDED LENGTH

FRONT 9.0 FT. 10.0 FT.

RIGHT 7.0 FT. 12.0 FT.

REAR 9.0 FT. 10.0 FT.

LEFT 7.0 FT. 12.0 FT.

ENGINEERED WALL SCHEDULE

ENG1: CONTINUOUSLY SHEATH WITH 7/16" OSB

ATTACHED WITH 8d NAILS @ 6" O.C. EDGE AND 12"


ENG2: CONTINUOUSLY SHEATH WITH 7/16" OSB WITH 10d

NAILS @ 3" O.C. EDGE AND 3" O.C. FIELD. FULLY

BLOCKED AT ALL PANEL EDGES.


BOTH SIDES WITH 8d NAILS @ 4" O.C. EDGE AND 8"



WITH 8d NAILS @ 4" O.C. EDGE AND 8" O.C. FIELD.

FULLY BLOCKED AT ALL PANEL EDGES.

24"

WSP

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


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 =924

6.16

SQUARE FEET OF NET FREE AREA REQUIRED

NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA

SCALE: 1/4" = 1'-0"

ROOF PLAN - A

SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

ROOF PLAN - B

SCALE: 1/4" = 1'-0"

RO

OF

T

RU

SS

B

Y M

AN

UF

AC

TU

RE

R





POINT LOAD TRANSFER


BEAM / GIRDER



JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


ATTIC VENTILATION









CORNICE VENTS


6.16



SCALE: 1/4" = 1'-0"

ROOF PLAN - C

SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

ROOF PLAN - D

SCALE: 1/4" = 1'-0"





POINT LOAD TRANSFER


BEAM / GIRDER



JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


ATTIC VENTILATION









CORNICE VENTS


6.16



SCALE: 1/4" = 1'-0"

ROOF PLAN - E

SCALE: 1/4" = 1'-0"





POINT LOAD TRANSFER


BEAM / GIRDER



HIP TRUSS

HIP TRUSS

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


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


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


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


COMPACTED SOIL

UNDISTURBED OR

INSPECTION GAP

R-10 INSULATION

COVER AS REQ'D



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 ASSEMBLYR-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

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


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


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



@ 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



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



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

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


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


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


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




WALL PANEL.

A2 B

C

E2

G

H

I

D

*

SIMPSON VGT & HDU5-SDS2.5 HOLD

DOWN CAPACITY OF 3555 (4940) POUNDS

PER COMBINATION OF ONE OF EACH.

E3

SIMPSON HUS26 HANGER -

UPLIFT CAPACITY OF 1550

POUNDS PER ANCHOR.

ALLOWABEL VERTICAL

LOAD 2720.

K

3/4" = 1'-0"

1TYPICAL ROOF TRUSS WALL SECTION

STUD WALL

TRUSS PLATETRUSS PLATE

DBL 2 X 4 TOP PLATEDBL 2 X 4 TOP PLATE

ROOF TRUSSROOF TRUSS

SEE BELOW FOR TIE DOWN METHOD

3/4" = 1'-0"

2TYPICAL VAULTED ROOF TRUSS WALL SECTION

STUD WALL

TRUSS PLATETRUSS PLATE

DBL 2 X 4 TOP PLATEDBL 2 X 4 TOP PLATE

ROOF TRUSSROOF TRUSS

SEE BELOW FOR TIE DOWN METHOD

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION

NTS

2

1" = 1'-0"

TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING

1

4'-0"

4'-0"

4'-0"

4'-0"

** 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)

2'-0" TO 18'-0"

EXTENT OF HEADER

3/8" 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.

GARAGE CORNER DETAIL

PER FIGURE R602.10.3(4) b

(TYP)

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.


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.


WALL HEIGHT, ft.

PANEL LENGTH, in.

8

16

9

18

10

20

11

22

12

24

WITH 2"X2"X3/16" PLATE WASHER

4' MAX PONY

WALL HEIGHT

RIM BOARD

SIMPSON MSTA15

HOLD DOWN

FLOOR SHEATHING

BOTTOM PLATE

(2)STUDS @ CORNER

WALL SHEATHING




WALL PANEL.

RIM BOARD

SIMPSON MSTA15

HOLD DOWN

FLOOR SHEATHING

BOTTOM PLATE

(2)STUDS @ CORNER

WALL SHEATHING




WALL PANEL.

MIN. 1000# HEADER-TO-JACKSTUD

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


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

1/4" = 1'-0"


1/4" = 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


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


AND WEEPHOLES AT MAX.

33" O.C. AS PER R703.

WALL TIES @ 24"

O.C. HORIZ. AND

VERT. PER R703.7

24" (M

IN

.)

PER PLAN

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


AND WEEPHOLES AT MAX.

33" O.C. AS PER R703.

WALL TIES @ 24"

O.C. HORIZ. AND

VERT. PER R703.7

24" (M

IN

.)

PER PLAN

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

.)

PER PLAN

8" M

IN

.

BRICK

7/16" OSB SHEATHING7/16" OSB SHEATHING

7/16" OSB SHEATHING

7/16" OSB SHEATHING

7/16" OSB SHEATHING7/16" OSB SHEATHING

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:















ONE TIME USE ONLY.



PROPERTY HEREIN.


8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


GUARD

POST

STUD

TIE-PLATE

OUTSIDE

JOIST

2X8

JOIST

DECKING

GUARD

POST

STUD

TIE-PLATE

OUTSIDE

JOIST

2X8

JOIST

STUD

TIE-PLATE

STUD

TIE-PLATE

GUARDPOST

GUARDPOST

2X8 JOIST

OUTSIDE

JOIST

OUTSIDE

JOIST

BLOCKING

BLOCKING

AT FIRST INTERIOR BAY,

PROVIDE 2x BLOCKING A

GUARD POSTS; TOE NAIL

WITH 10d NAILS TOP AND

BOTTOM, EACH SIDE

2X8

JOIST

GUARD

POST

STUD

TIE-PLATE

OUTSIDE

JOIST

2X8

JOIST

DECKING

BLOCKING

PROVIDE 2X6 BRACE-PLATE

SECURED WITH 3" #10 SCREWS

8" O.C. AND AT EACH JOIST

WHEN JOIST DEPTH COLUMN

INDICATES REQUIRED ABOVE.

USP

STRUCTURAL

CONNECTORS

SPT22 20ga -

535 LBS UPLIFT

SIMPSON

SP1 - 20ga

535 LBS

UPLIFT

SIMPSON

TSP - 20ga

425 LBS

UPLIFT

SIMPSON

SSP - 20ga

420 LBS

UPLIFT

SIMPSON RSP4 -

20ga 285 LBS

UPLIFT

SIMPSON

BP 1/2 3ga

3"x3"

USP STRUCTURAL

CONNECTORS

SPT22 20ga - 535

LBS UPLIFT

4X4 POST,

TYPICAL

DO NOT

NOTCH

36'-0"

21

'-0

"

2X4 TOP &

BOTTOM;

MAY BE

PLACED ON

EITHER SIDE

OF GUARD

POST;

ATTACH TO

POST W/ (2)

#10 3" WOOD

SCREWS

2X2 PICKETS; MAY

BE PLACED ON

EITHER SIDE OF

GUARD

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

ATTACH PICKETS AT TOP AND

BOTTOM WITH (1) #8 WOOD

SCREW OR (2) 8d RING-SHANK

NAILS WITH A 0.135" NOMINAL

DIAMETER

(2) 1/2" DIAMETER

THROUGH-BOLTS

AND WASHERS

RAIL CAP; 2X6, 5/4 BOARD OR

APPROVED MANUFACTURED

MATERIAL

MIN

IM

UM

MAXIMUM SPACING

DBC 3 - RIGHT HAND KITCHEN

Documents

Transcript of DBC 3 - RIGHT HAND KITCHEN