house plan for: dbc4 - lh kitchen. elevation f 83018

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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

18308

DRFT

40 PSF LIVE LOAD

30 PSF LIVE LOAD

20 PSF LIVE LOAD

20 PSF

2000 PSF

100 MPH EXPOSURE B

CODE:

FLOORS

SLEEPING AREAS

ROOF

UNINHABITABLE ATTIC

ASSUMED SOIL BEARING

WIND

PLAN RELEASE / REVISIONS

ENGINEERING DESIGN LOADS

REV. DATE REVISION DESCRIPTION

2012 NC RESIDENTIAL BUILDING CODE

ENGINEERING OF RECORD

ARCH PLAN VERSION

NOTE

1. ENGINEER'S SEAL APPLIES TO STRUCTURAL COMPONENTS ONLY. ENGINEER'S SEAL DOES

NOT CERTIFY DIMENSIONAL ACCURACY OR ARCHITECTURAL LAYOUT INCLUDING ROOF

GEOMETRY. JDS CONSULTING & DESIGN, PLLC ASSUMES NO LIABILITY FOR CHANGES MADE

TO THESE PLANS BY OTHERS, OR FOR CONSTRUCTION METHODS, OR FOR ANY DEVIATION

FROM THE PLANS. ENGINEER TO BE NOTIFIED PRIOR TO CONSTRUCTION IN ANY

DISCREPANCIES ARE NOTED ON THE PLANS.

2. ALL CONSTRUCTION, WORKMANSHIP, MATERIAL QUALITY AND SELECTION SHALL BE IN

ACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODE - RESIDENTIAL CODE 2012

EDITION FROM THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC). DIMENSIONS SHALL

GOVERN OVER SCALE AND CODE SHALL GOVERN OVER DIMENSIONS.

3. THESE PLANS ARE ISSUED FOR A CONDITIONAL ONE USE FOR THE LOT OR ADDRESS

SPECIFIED ON THE TITLE BLOCK. PLANS MUST HAVE SIGNED SEAL AND BE CONSTRUCTED ON

SPECIFIC LOT OR ADDRESS TO BE VALID.


ENGINEERING, BUILDING DESIGN, & CONSTRUCTION

CONSULTING SERVICES

8600 "D" JERSEY COURT

RALEIGH, NC 27617

FIRM LIC. NO: P-0961;

PROJECT REFERENCE: 18901042

02/19/2014 PRELIMINARY DRAWING OF ELEVATION A

JDM

GES

02/27/2014 PRELIMINARY DRAWING OF ELEVATION B

03/21/2014 FINALIZE FLOOR PLANS & ELEVATIONS

03/24/2014 STRUCTURAL LAYOUT

GES

GES

WTS

STRUCTURAL REVIEW03/26/2014

WTS

ADDED OPTIONAL DECK03/26/2014

DBC4 - LH KITCHEN. ELEVATION F

HOUSE PLAN FOR:

GES

MAKE REVISIONS TO ELEV & FLOOR PLANS (HIP ROOF,CHANGE DOOR SIZES, ADD WINDOW 2ND FLR BATH, 4X8 DECK @ REAR)03/31/2014

UPDATED FOUNDATION PLANS04/09/2014

GES

REVISED PLANS FOR DEVELOPMENT OF ELEVATION C; PER ERIC04/11/2016

GES

JDM

STRUCTURAL PLANS FOR ELEVATION C REVISED PER ARCHITECTURAL CHANGES04/14/2016

PLAN AND STRUCTURAL REVIEW04/21/2016

WTS

FINAL PLANS DELIVERED TO CLIENT04/22/2016

JDM

PLANS REVISED FOR REAR BEAM TO BE CONTINUOUS, ADDITIONAL FOOTINGS AS REQ'D06/30/2016

JDM

ADDED ELEVATION F09/06/2018

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

CANTILEVER

CONCRETE

CONTINUOUS

DOUBLE

DIAMETER

DOUBLE JOIST

DOUBLE RAFTER

DOUBLE TRUSS

DOUBLE STUD POCKET

EACH

EACH END

FLAT PLATE

FOOTING

HANGER

JACK STUD COLUMN

KING STUD COLUMN

LAMINATED VENEER LUMBER

MANUFACTURER

NOT TO SCALE

ON CENTER

PRESSURE TREATED

RAFTER SUPPORT

STUD COLUMN

SINGLE JOIST

STUD POCKET

TRIPLE JOIST

TRIPLE RAFTER

TYPICAL

UNLESS NOTED OTHERWISE

EXTRA JOIST

ABBREVIATIONS

CANT

CONC

CONT

DBL

DIAM

DJ

DR

DT

DSP

EA

EE

FL PT

FTG

HGR

JS

KS

LVL

MFTR

NTS

OC

PT

RS

SC

SJ

SP

TJ

TR

TYP

UNO

XJ

GENERAL NOTES

1. ENGINEER'S SEAL APPLIES TO STRUCTURAL COMPONENTS ONLY. ENGINEER'S

SEAL DOES NOT CERTIFY DIMENSIONAL ACCURACY OR ARCHITECTURAL LAYOUT

INCLUDING ROOF GEOMETRY. JDS CONSULTING & DESIGN, PLLC ASSUMES NO

LIABILITY FOR CHANGES MADE TO THESE PLANS BY OTHERS, OR FOR

CONSTRUCTION METHODS, OR FOR ANY DEVIATION FROM THE PLANS. ENGINEER

TO BE NOTIFIED PRIOR TO CONSTRUCTION IF ANY DISCREPANCIES ARE NOTED ON

THE PLANS.

2. ALL CONSTRUCTION, WORKMANSHIP, MATERIAL QUALITY AND SELECTION SHALL

BE IN ACCORDANCE WITH THE NORTH CAROLINA STATE BUILDING CODE -

RESIDENTIAL CODE 2012 EDITION FROM THE 2009 INTERNATIONAL RESIDENTIAL

CODE (IRC). DIMENSIONS SHALL GOVERN OVER SCALE AND CODE SHALL GOVERN

OVER DIMENSIONS.

3. THIS PLAN HAS BEEN ENGINEERED AS A MASTER PLAN SET AND IS GOOD FOR 18

MONTHS FROM THE DATE ON THE SEAL UNLESS ANY CODE REQUIRED UPDATES

ARE PLACED IN EFFECT BY THE MUNICIPALITY.

CONSTRUCTION

1. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO

CONSTRUCTION. FURTHERMORE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR

CONSTRUCTION MEANS, METHODS, AND SAFETY ON SITE. NOTIFY JDS CONSULTING

& DESIGN, PLLC IMMEDIATELY IF DISCREPANCIES ON PLAN EXIST.

2. ALL BEAMS TO BE CONTINUOUSLY SUPPORTED LATERALLY AND SHALL BEAR FULL

WIDTH ON THE SUPPORTING WALLS OR COLUMNS INDICATED WITH A MINIMUM OF

THREE STUDS U.N.O.

3. SOLID BLOCKING TO BE PROVIDED AT ALL POINT LOADS THROUGH FLOOR LEVELS

TO THE FOUNDATION OR TO OTHER STRUCTURAL COMPONENTS.

4. ALL ENGINEERED WOOD PRODUCTS (LVL, PSL, LSL, ETC.) SHALL BE INSTALLED

WITH CONNECTIONS PER MANUFACTURER SPECIFICATIONS.

5. ENGINEERED WOOD FLOOR SYSTEMS AND ROOF TRUSS SYSTEMS TO BE PROVIDED

FOR REVIEW AND COORDINATED WITH THE SEALED STRUCTURAL DRAWINGS.

INSTALLATION TO BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

ROOF TRUSS DRAWINGS TO BE SIGNED AND SEALED BY THE MANUFACTURER.

6. REFER TO IJOIST EQUIVALENCE CHART ON I-JOIST DETAIL SHEET FOR

SUBSTITUTION OF MANUFACTURER SERIES

7. WALLS SHALL BE BRACED ACCORDING TO R602.10- CODE AND COMMENTARY FOR

2012 NC RESIDENTIAL CODE (FINAL 03-06-2013: EFFECTIVE DATE SEPTEMBER 1,

2013).

(FOR 130 MPH: WALLS SHALL BE BRACED ACCORDING TO SECTION R4506.2 AND

R602.10- CODE AND COMMENTARY FOR 2012 NC RESIDENTIAL CODE (FINAL

03-06-2013: EFFECTIVE DATE SEPTEMBER 1, 2013)).

NOTE THAT THE BRACING AS SPECIFIED ON THE PLANS IS BASED ON THE

PRESCRIPTIVE BRACING REQUIREMENTS OF THE CODE AND SHALL BE VERIFIED

AND/OR APPROVED BY THE CODE OFFICIAL.

8. ALL STEEL BEAMS TO BE SUPPORTED AT EACH END WITH A MIN. BEARING LENGTH

OF 3 1/2" AND FULL FLANGE WIDTH U.N.O. BEAMS MUST BE ATTACHED AT EACH

END WITH A MINIMUM OF FOUR 16d NAILS OR TWO 1/2" x 4" LAG SCREWS U.N.O.

9. STEEL FLITCH BEAMS TO BE BOLTED TOGETHER USING (2) ROWS OF 1/2" DIAM.

BOLTS (ASTM 307) WITH WASHERS PLACED UNDER THE THREADED END OF THE

BOLT. BOLTS TO BE SPACED AT 24" o.c. (MAX), AND STAGGERED TOP AND

BOTTOM OF BEAM (2" EDGE DISTANCE), WITH TWO BOLTS TO BE LOCATED AT 6"

FROM EACH END OF FLITCH BEAM.

10. ALL METAL HANGERS, STRAPS, AND HOLD-DOWNS TO BE SIMPSON STRONG-TIE OR

EQUIV.

11. SEE TABLE R602.3(1) FOR STRUCTURAL MEMBER FASTENING REQUIREMENTS.

LIVE LOAD

(PSF)

40

30

20

10

20

40

40

60

50

40

200

DESIGN LOADS

TABLE R301.5

DWELLING UNITS

SLEEPING ROOMS

ATTICS WITH STORAGE

ATTICS WITHOUT STORAGE

ROOF SNOW

STAIRS

DECKS

EXTERIOR BALCONIES

PASSENGER VEHICLE GARAGES

FIRE ESCAPES

GUARDRAILS AND HANDRAILS

TABLE R301.2(4) - DESIGN POSITIVE AND NEGATIVE PRESSURE FOR DOORS AND

WINDOW FOR A MEAN ROOF HEIGHT OF 35 FEET OR LESS SHALL BE 25 PSF

TABLE R301.2(2) - COMPONENT AND CLADDING LOADS FOR A BUILDING LOCATED IN

EXPOSURE B

ROOF VALUES BOTH POSITIVE AND NEGATIVE SHALL BE

DESIGNED BASED ON ROOF PITCHES AND MEAN ROOF HEIGHT

AS FOLLOWS:

MEAN ROOF HEIGHT

ROOF PITCH 0-30 FT 35 FT 40 FT

0:12 TO 2.25:12 45.4 PSF 47.7 PSF 49.5 PSF

2.25:12 TO 7:12 34.8 PSF 36.5 PSF 37.9 PSF

7:12 TO 12:12 21.0 PSF 22.1 PSF 22.9 PSF

WALL CLADDING SHALL BE DESIGNED FOR A 24.1 PSF POSITIVE

AND NEGATIVE PRESSURE

FOUNDATION

1. MINIMUM ALLOWABLE SOIL BEARING CAPACITY IS ASSUMED TO BE 2000 PSF. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL BEARING CAPACITY IF

UNSATISFACTORY CONDITIONS EXIST.

2. CONCRETE AND MASONRY FOUNDATION WALLS TO BE SELECTED AND

CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R404 OR IN

ACCORDANCE WITH ACI 318, NCMA TR68-A, OR ACI 530/ASCE 5/TMS 402.

3. MASONRY AND POURED CONCRETE WALL REINFORCEMENT TO BE IN

ACCORDANCE WITH TABLES R404.1.1 (1 THROUGH 4) OF THE NORTH CAROLINA

RESIDENTIAL CODE.

A. PER R404.1.3, TABLES ASSUME THAT WALLS HAVE

PERMANENT LATERAL SUPPORT AT THE TOP AND BOTTOM.

B. WALL REINFORCING SHALL BE PLACED ACCORDING TO

FOOTNOTE (c) OF THE TABLES (REINFORCING IS NOT

CENTERED IN WALL).

C. FOUNDATION DRAINS ARE ASSUMED AT ALL WALLS PER

R405.

4. WOOD SILL PLATES TO BE ANCHORED TO THE FOUNDATION WITH 1/2" ANCHOR

BOLTS WITH MINIMUM 7" EMBEDMENT SPACED A MAXIMUM OF 6'-0" o.c.(3'-0" FOR

BASEMENT WALLS) AND WITHIN 12" FROM THE ENDS OF EACH PLATE SECTION.

INSTALL MIN. (2) ANCHOR BOLTS PER SECTION.

5. THE UNSUPPORTED HEIGHT OF SOLID MASONRY PIERS SHALL NOT EXCEED TEN

TIMES THEIR LEAST DIMENSION . UNFILLED HOLLOW PIERS MAY BE USED IF THE

UNSUPPORTED HEIGHT IS NOT MORE THAN FOUR TIMES THEIR LEAST DIMENSION.

6. CENTERS OF PIERS TO BEAR IN THE MIDDLE THIRD OF THE FOOTINGS, AND

GIRDERS SHALL CENTER IN THE MIDDLE THIRD OF THE PIERS.

7. ALL FOOTINGS TO HAVE MINIMUM 2" PROJECTION ON EACH SIDE OF FOUNDATION

WALLS.

SPAN STEEL ANGLE SIZE

BRICK VENEER LINTEL SCHEDULE

UP TO 42" L3-1/2"x3-1/2"x1/4"

8" (MIN. @ EACH END)

UP TO 72"

L6"x4"x5/16" (LLV)

L6"x4"x5/16" (LLV) ATTACH LINTEL w/ 1/2" THRU

BOLT @ 12" O.C. 3" FROM EACH END

OVER 72"

END BEARING LENGTH


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

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

3. FUR RIDGES FOR FULL RAFTER CONTACT

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



7. PROVIDE 2X4 RAFTER TIES AT 16" O.C. AT 45° BETWEEN RAFTERS AND CEILING

JOISTS. USE (4) 16D NAILS AT EACH CONNECTION. RAFTER TIES MAY BE SPACED

AT 48" O.C. AT LOCATIONS WHERE NO KNEE WALLS ARE INSTALLED.

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

RIGHT ELEVATION

SCALE: 1/8" = 1'-0"

7'-4

"

WIN

DO

W H

GT

.

9'-1"

CE

ILIN

G H

GT

.

14

3

/4"

7'-4

"

WIN

DO

W H

GT

.

9'-1 1/2"

CE

ILIN

G H

GT

.

4" CORNERBOARDS

HORIZONTAL SIDINGTYPICAL

MASONRYFOUNDATION W/PARGE FINISH

4" CORNERBOARDS


8" TRIM BOARDw/ 2" CAP

4" CORNERBOARDS


4" CORNERBOARDS


6" FASCIA BOARD6" FASCIA BOARD

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

4" Freize BOARD



4" CORNERBOARDS



METAL ROOFOVER TRUSSES -PER ROOF PLAN

124

124

ridge vent

4" CORNERBOARDS


6" FASCIA BOARD

METAL ROOFOVER TRUSSES - PER ROOFPLAN


4" CORNERBOARDS


6" FASCIA BOARD

METAL ROOFOVER 1/2" OSBOVER TRUSSES -PER ROOF PLAN



REAR ELEVATION

SCALE: 1/8" = 1'-0"

LEFT ELEVATION

SCALE: 1/8" = 1'-0"

FRONT ELEVATION

SCALE: 1/8" = 1'-0"

GLAZING CALCULATIONS - eLEVATION B1ST FLOOR = 168.3 SF OF GLAZING2ND FLOOR = 111 SF OF GLAZINGGLAZING AREA TOTAL = 279.3 SFtotal EXTERIOR WALL AREA = 2453 SFPERCENT OF GLAZING = 11.4 %

RAIL AS REQ'D

4x4 DECORATIVEPOST


RAIL AS REQ'D

4x4 DECORATIVEPOST

RAIL AS REQ'D

4x4 DECORATIVEPOST

RAIL AS REQ'D

4x4 DECORATIVEPOST RAIL AS REQ'D

4x4 DECORATIVEPOST

12

10

EL

EV

AT

IO

N F

12

10

124

8" TAPERED WOODCOL. 12" @ BASE W/BASE & CAP

124

ridge vent

12

10

12

10

12

10

4'-0"

BR

IC

K

PIE

R H

GT

.

2X8 BAND

2/0X3/0 LOCATED7'-1" ABV PL. HT.

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

SECOND FLOOR PLAN

SCALE: 1/8" = 1'-0"

family ROOM19/7x10/109' CEILING

dining11/0x13/09' CEILING

kitchen11/0x14/09' CEILING

d/w

sin

kr

ang

e

refg

closet closet

laundry12/0x5/69' CEILING

dr

ywash

suite 212/0x10/119' CEILING

bath 2

up

17 r

@ 7

.218

75"

coats

frontporch

BED #310/0x10/109' CEILING

Bed #49/4x10/109' CEILING

up17 r @ 7.21875"

w.i.c.

w.i.c.

w.i.c.

w.i.c.

linen

mastersuite

14/0x14/09' CEILING

masterbATH

BATH 3

3/0

3/0X5/03/0X5/0

3/0

X5/0

3/0

X5/0

3/0

X5/0

3/0

X3/0

FLUSH TOP BAR

2/4

2/4 POCKET

2/0X3/0 3/0X5/0 temp

2/4X5/0

2/4X5/0

3/0X5/0

3/0X5/0

3/0

X5/0

3/0

X5/0

3/0X5/0 3/0X5/0 2/0X3/0

2/0

2/62/6

2/0 1/8

1/8

2/6

2/4

2/4

2/0

3/0X5/0

FIRST FLOOR PLAN

SCALE: 1/8" = 1'-0"

2/8

46'-0

"

4'-2"

40

'-0

"

11'-10

3/4

"5'-0

"5'-0

"9'-0

"9'-1 1/4"

46'-0

"

6'-0

"40

'-0

"

22'-4"

7'-7

1/2

"10

'-0

1/2

"

24'-0"

3'-3 1/2"

9'-2" 1'-10"

11'-6 1/2" 6'-1 3/4" 6'-5 1/4"

11'-5" 4'-3 1/2" 8'-3 1/2"

4'-2 1/2" 4'-1"

25'-8 1/2

"14

'-3 1/2

"

11'-1 1/2"

9'-1"

11'-5"

2'-3

1/2

"

6'-1"

3'-5 1/2

"7'-4

1/2

"3'-9 1/2

"5'-3 1/2

"5 1/2

"

24'-0"

2'-9 1/2" 9'-0" 9'-3" 2'-11 1/2"

24'-0"

11'-0" 13'-0"

3'-3 1/2" 5'-0" 2'-8 1/2" 6'-6" 6'-6"

4'-8 1/2"

1'-9 1/2"

9'-2 1/2" 8'-3 1/2"

10'-3 1/2" 9'-7 1/2" 4'-1"

11'-1 1/2"

4'-6 1/2

"4'-6 1/2

"14

'-7"

7'-3

1/2

"

13'-1 1/2"

3'-9 1/2

"5'-3 1/2

"4'-3 1/2

"4'-8 1/2

"5'-7" 3

'-7"

14'-3 1/2" 3'-9 1/2" 5'-11"

3'-6" 6'-2 1/2"

46'-0

"

4'-0

"2'-0

"34'-9 1/2

"5'-2

1/2"

2'-5

1/2

"20

'-2

1/2"

12'-1 1/2"

46'-0

"

4'-0

"36'-9 1/2

"5'-2

1/2"

deck / patio4x8

24'-0"

9'-11" 4'-6 1/2" 3'-9" 5'-9 1/2"

refg wash

2/0X3/0 3/0X5/0

deck / patio10X10

SQUARE FOOTAGE CALCSFIRST FLOOR heated 960 SQ.FT.SECOND FLOOR heated 812 sq.ft.total heated 1772 sq.ft.

front porch 60 sq.ft.STANDARD DECK/PATIO 32 SQ.FT.OPTIONAL DECK / PATIO 100 SQ.FT.

1. EXTERIOR walls drawn @ 3 1/2" width2. INTERIOR WALLS DRAWN @ 3 1/2" WIDTH3. Clg hgt drawn @ 9'-1" aff4. set windows @ 7'-4" a.f.f. u.n.o.

1. EXTERIOR walls drawn @ 3 1/2" width2. INTERIOR WALLS DRAWN @ 3 1/2" WIDTH3. Clg hgt drawn @ 8'-1 1/2" aff4. set windows @ 6'-8" a.f.f. u.n.o.

DECK/PATIO OPT.

2/81/2 lite

2/02/0

2/6

2/02/0

2/0

2/0

2/4

2/0

3/0

X1/0

17'-1"

19'-8 1/2

"

4'-0

"

8'-0" 7'-7 1/2"

2x6 wall 2x6 wall

EL

EV

AT

IO

N F

8" TAPERED WOODCOL. 12" @ BASE W/BASE & CAP1'-

10"

1'-10" 9'-4"

5'-0" 9'-2 1/2" 6'-6"

1'-10"

?,

THIRD

FLOOR

24"

CANTILEVER

1/2 GL

TEMPERED

2/81/2 lite

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

SCALE: 1/8" = 1'-0"

ROOF PLAN

ATTIC VENTILATION

THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE

LESS THAN 1 TO 150 OF THE AREA OF THE SPACE

VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED

TO BE REDUCED TO 1 TO 300 PROVIDED AT LEAST 50% AND

IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER

PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3'

ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF

THE REQUIRED VENTILATION PROVIDED BY EAVE OR

CORNICE VENTS

SQUARE FEET OF ATTIC / 150 =1772

11.81

SQUARE FEET OF NET FREE AREA REQUIRED

NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA

4:12

10:12 10:12

1'-0" O.H. TYP.

4:12

METAL

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

SLAB FOUNDATION

SCALE: 1/8" = 1'-0"

SOLID FILL

4" SLAB ON

PIT

CH

1/8

" / F

T

24'-0"

46'-0"

6'-0"

40'-0"

46'-0"

6'-0"

40'-0"

24'-0"

4" CONCRETE SLAB

OVER 6 MIL. VAPOR

BARRIER ON 4"

CRUSHED STONE

OVER COMPACTED OR

UNDISTURBED EARTH

3'-11 1/4"20'-0 3/4"

8'-0"

4'-5"

16"x8"

THICKENED

SLAB (TYP)

16"Wx20D" TURNDOWN SLAB (TYP)


4" SLAB

ON GRADE

7'-7 1/2"8'-0"8'-4 1/2"

4'-0"





POINT LOAD TRANSFER


BEAM / GIRDER


INTERIOR LOAD BEARING WALL


4" SLAB

ON GRADE

2'-0"10'-0"12'-0"

24'-0"

10'-0"

DECK / PATIO OPTION

11'-6 3/4" 12'-5 1/4"

20'-2 1/2"

11'-6 1/2"

18'-4"

8'-1 3/4"4'-3 1/2"

PROVIDE 1/2" ANCHOR BOLTS AT TREATED

WOOD SILL PLATES WITH 7" EMBEDMENT AT

MAXIMUM 6'-0" ON CENTER AND WITHIN 12"

FROM THE ENDS OF EACH PLATE SECTION

24"x24"x10"

CONC FTG

24"x24"x10"

CONC FTG

11'-1 3/4" 12'-10 1/4"

19'-9 1/2"

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

CRAWL SPACE VENTILATION

THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL

NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE

FEET OF UNDERFLOOR SPACE AREA AND ONE SUCH OPENING

SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING

EXCEPTION: THE TOTAL AREA OF VENTILATION MAY BE

REDUCED TO 1/1500 OF THE UNDERFLOOR AREA WHERE THE

GROUND SURFACE IS TREATED WITH AN APPROVED VAPOR

RETARDER MATERIAL AND THE REQUIRED OPENINGS ARE

PLACED SO AS TO PROVIDE CROSS-VENTILATION

SQ FT OF CRAWL SPACE AREA / 150 =1746

11.64

SQ FT OF NET FREE AREA REQUIRED





POINT LOAD TRANSFER


BEAM / GIRDER



CRAWL FOUNDATION

SCALE: 1/8" = 1'-0"

24'-0"

46'-0"

6'-0"

40'-0"

46'-0"

6'-0"

40'-0"

24'-0"

9'-8 1/4"

7'-9 1/4"

9'-0 1/4"

5'-9 1/2"

11'-6 3/4" 12'-5 1/4"

11 7/8" I-JOISTS BY MANUFACTURER

LO

AD

B

EA

RIN

G

WA

LL

A

BO

VE

(590 P

LF

)

PIERS

16"x16" CMU WITH

8" SOLID CAP ON

30"x30"x10" CONC

FOOTING TYPICAL

MIN. 18"x24"

ACCESS DOOR;

32"x24" MIN. w/

MECH. IN CRAWL,

DBL BAND ABOVE

(FIELD LOCATE)

FOUNDATION WALLS

8" CMU BLOCK -or- 4"

BRICK & 4" BLOCK

WITH 8" SOLID CAP ON

18"x8" CONTINUOUS

CONCRETE FOOTING

ALL GIRDERS

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

LVL (TYPICAL

U.N.O.)

2x

6

@16

"

(2) 2"x8" #2 SYP PT

4"X4" PT POST ON

16"x16"x8" CONC.

FOOTING TYPICAL

8'-0" 7'-7 1/2"8'-4 1/2"

4'-0

"

2'-0"10'-0"12'-0"

24'-0"

5'-0" 5'-0"

2x

8 @

1

6" o

.c.

#2 S

YP

P

T

(2) 2"x10" #2 SYP PT

TYPICAL

2" X 10" PT BAND SECURED TO

HOUSE W/ 5/8" THRU BOLTS @ 20"

O.C. MAXIMUM SPACING

4"X4" PT POST ON

16"x16"x8" CONC.

FOOTING TYPICAL

10'-0

"

DECK / PATIO OPTION

4"X4" PT POST ON

16"x16"x8" CONC.

FOOTING TYPICAL

4X4 P.T. POST

TO HOUSE FTG.

2x

6 @

1

6"

#2 S

YP

P

T

5'-11 1/2" 6'-0 1/2"

2" X 10" PT BAND SECURED TO

HOUSE W/ 5/8" THRU BOLTS @ 20"

O.C. MAXIMUM SPACING

(2) 2"x8" #2 SYP PT

TYPICAL

6'-0 1/2"5'-11 1/2"

XJ

XJ

#2

S

YP

P

T

LO

AD

B

EA

RIN

G

WA

LL

A

BO

VE

(590 P

LF

)

PROVIDE 1/2" ANCHOR BOLTS AT TREATED

WOOD SILL PLATES WITH 7" EMBEDMENT AT

MAXIMUM 6'-0" ON CENTER AND WITHIN 12"

FROM THE ENDS OF EACH PLATE SECTION

7'-9 1/4"

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

1ST FLOOR CEILING PLAN

SCALE: 1/8" = 1'-0"

2ND FLOOR CEILING PLAN

SCALE: 1/8" = 1'-0"

16" I-JOISTS BY MANUFACTURER

16" I-JOISTS BY MANUFACTURER

DJ

4X4 P.T. POST

or EQUIV., TYP.

PORCH BEAMS

TO BEAR IN

WALL FRAMING

TYPICAL

2SC2SC

DJ

DJ

(2) 2"x10"

(3) 2"x10"





POINT LOAD TRANSFER


BEAM / GIRDER



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

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

FOR STUD COLUMNS OF 4

OR MORE, INSTALL SST

CS16 STRAPS AT TOP,

MIDPOINT, AND BOTTOM

OF THE INSIDE FACE OF

THE STUD COLUMN.

ROOF TRUSS TO

CARRY FLOOR LOAD

OF ROOM ABOVE

ADDITIONAL SUPPORT STUDS AS REQUIRED

PER PLAN WITH HORIZONTAL CF16 STRAPS @

16" O.C. VERTICALLY

BEAM AS SPECIFIED

(CUT @ DIRECT BEARING STUDS)

DOUBLE TOP PLATE

DIRECT BEAM BEARING

NTS

C

1-1/4" CS16 STRAP

MIN 6" COVERAGE ON BOTH TOP

PLATES

BEAM

RO

OF

T

RU

SS

B

Y M

FT

R

2x6

C

RO

OF

T

RU

SS

B

Y M

FT

R

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

(2) 1 3/4" x 16" LVL

2SC

2SC

2SC

FLUSH

(2) 1 3/4" x 16" LVL

FLUSH

STRUCTURAL FRAMING NOTES

1. ALL FRAMING TO BE #2 SPF MINIMUM.

2. ALL BEARING HEADERS TO BE (2) 2"x 6"

SUPPORTED W/ MIN. (1) JACK AND (1) KING

EACH END U.NO.

3. ALL NON BEARING HEADERS TO BE (2)2"x4'

U.NO.

4. PROVIDE CONTINOUS BLOCKING THROUGH

STRUCTURE FOR ALL POINT LOADS.

5. ALL HANGERS AND CONNECTORS SPEC'D ARE

TO BE SIMPSON STRONG TIE OR EQUIVALENT.

6. ALL BEAMS SPEC'D ARE MINIMUM SIZES ONLY.

LARGER MEMBERS MAY SUBSTITUTED AS

NEEDED FOR EASE OF CONSTRUCTION.

7. ALL EXTERIOR WALLS TO BE FULLY SHEATHED

WITH 7/16" OSB

8. FRONT PORCH COLUMNS TO BE MIN. 4X4 PT

ATTACHED AT TOP AND BOTTOM USING

SIMPSON (OR EQUIV) COLUMN BASE OR SST

A24 BRACKETS. TRIM OUT PER BUILDER.

9. REAR PORCH COLUMNS TO BE MIN. 4X4 PT

ATTACHED AT BOTTOM USING SIMPSON (OR

EQUIV) ABA44 AND AT TOP USING CS 16

STRAPPING (12" MIN.) TO PORCH HEADER/BAND.

10. WHEN A 4 PLY LVL IS USED ATTACH WITH (1)

1/2" Ø BOLT 12" O.C. STAGGERED TOP AND

BOTTOM, 1 1/2" MIN. FROM ENDS.

(2) 2"x6"

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

(2) 2"x6"

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

1ST FLOOR WALL BRACING

SCALE: 1/8" = 1'-0"

2ND FLOOR WALL BRACING

SCALE: 1/8" = 1'-0"

WALL BRACE REQUIREMENTS -1ST FL.

REQUIRED LINEAR FOOTAGE OF EXTERIOR BRACING

PANELS SHORT SIDE = _________

PROVIDED LINEAR FOOTAGE OF EXTERIOR BRACING



PANELS 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.









-MINIMUM PANEL WIDTH IS 24"

-FIGURES BASED ON THE CONTINUOUS SHEATHING METHOD

USING THE RECTANGLE CIRCUMSCRIBED AROUND THE FLOOR PLAN OR

PORTION OF THE FLOOR PLAN. IF NO RECTANGLE IS NOTED THE

STRUCTURE HAS BEEN FIGURED ALL WITHIN ONE RECTANGLE

-PANELS MAY SHIFT UP TO 36" EITHER DIRECTION FOR EASE OF

CONSTRUCTION (NAILING & BLOCK REQUIREMENTS STILL APPLY)

-FOR ADDITIONAL WALL BRACING INFORMATION REFER TO WALL BRACE

DETAIL SHEET DTWB (DTWB2 - HIGH WIND)

SIMPSON MSTA15 HOLD DOWN CAPACITY OF 970 POUNDS PER

ANCHOR WITH (12) 10d NAILS. STRAP TO BE LOCATED AT EDGE OF

BRACED WALL PANEL.(CS16 STRAPPING MAY BE SUBSTITUTED w/

SIMILAR LENGTH AND NAILING PATTERN)

24"

WSP

SCALED LENGTH

OF WALL PANEL

AT LOCATION

NUMERICAL

LENGTH OF PANEL

PANEL TYPE

9'

10'

5'

12'

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

24"

WSP

15'

15'-16'

10'

12'

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

48"

WSP

24"

WSP

48"

GB

24"

WSP

60"

WSP

60"

WSP

48"

WSP

24"

WSP

24"

WSP

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

ROOF FRAMING PLAN

SCALE: 1/8" = 1'-0"





POINT LOAD TRANSFER


BEAM / GIRDER



4:12

ATTIC VENTILATION

THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE

LESS THAN 1 TO 150 OF THE AREA OF THE SPACE

VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED

TO BE REDUCED TO 1 TO 300 PROVIDED AT LEAST 50% AND

IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER

PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3'

ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF

THE REQUIRED VENTILATION PROVIDED BY EAVE OR

CORNICE VENTS

SQUARE FEET OF ATTIC / 150 =1772

11.81

SQUARE FEET OF NET FREE AREA REQUIRED

NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA

ELEVATION C

RO

OF

T

RU

SS

B

Y M

FT

R

STRUCTURAL ROOF TRUSS NOTES

1. FRAMING SHALL BE #2 SPF OR BETTER

U.N.O.

2. PROVIDE CONTINUOUS BLOCKING THROUGH

STRUCTURE FOR ALL POINT LOADS.



5. TRUSS LAYOUT AND PLACEMENT BY

MANUFACTURER TO COINCIDE WITH THE

SUPPORT LOCATIONS SHOWN. TRUSS

PROFILES SHALL BE SEALED BY THE TRUSS

MANUFACTURER. TRUSS PLANS SHALL BE

PROVIDED FOR REVIEW AND COORDINATED

WITH THE ENGINEER OF RECORD AS

REQUIRED BY THE BUILDING CODE

OFFICIALS. INSTALLATION SHALL BE IN

ACCORDANCE WITH THE MANUFACTURER'S

INSTRUCTIONS.

10:12

10:12

10:12

4:12

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

PER CODE

6 MIL VAPOR BAR.

REINF. PER PLAN

4" CONC. SLAB W/

PT SILL PLATE

PER CODE

1/2" DIA. ANCHOR BOLTS

COMPACTED SOIL

UNDISTURBED OR

R-10 INSULATION

COVER AS REQ'D

1" AIR GAP

BRICK VENEER

**TO BOTTOM OF FOOTING OR A MAXIMUM OF 18" BELOW GRADE, WHICHEVER IS LESS

PER PLAN

6 MIL VAPOR BAR.

4" CONC. SLAB w/

BOTLS PER CODE

1/2" DIA. ANCHOR

COMPACTED SOIL

UNDISTURBED OR

R-10 INSULATION

COVER AS REQ'D

3/4" = 1'-0"

1TYPICAL SLAB SECTION

3/4" = 1'-0"

GARAGE ENTRY SECTON

3/4" = 1'-0"

GARAGE CURB SECTION

3/4" = 1'-0"

BRICK LEDGE SECTION

3/4" = 1'-0"

VENEER SLAB BRICK LEDGE SECTION

3/4" = 1'-0"

INTERIOR FOOTING SECTION

3/4" = 1'-0"

STEP-DOWN. BETWEEN HOUSE & GARAGE

3/4" = 1'-0"

GARAGE CURB w/ BRICK VENEER

PER PLAN

4" CONC. SLAB

PER PLAN

4" CONC. SLAB

G

R

A

D

E

6" CURB

WALL

PER CODE


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 ASSEMBLY R-15 WALL ASSEMBLY

R-15 WALL ASSEMBLY

R-15 WALL ASSEMBLY

R-15 WALL ASSEMBLY

R-15 WALL ASSEMBLY

WALL TIES @ 24" O.C. HORIZ.

AND VERT. PER R703.7

PROVIDE CONT. FLASHING

AND WEEPHOLES AT MAX. 33"

O.C. AS PER R703.

4"

18

"**

2"

8"

MIN

.

1'-0"

1'-8"

1'-4"

3 1/2"

1'-8"

3 1

/2

"

8"4

"

1'-4"

1"

3 1/2"

8"

1'-4"

1'-4"

1 1/2"

18"**

8"

MIN

.

1'-0"

1'-8"

1'-4"

4"

18"**

8"

MIN

.

1'-0

"

1'-8

"

1'-8"

1'-4"

PER PLAN

18"**

8"

MIN

.

1'-0

"

1'-8

"

4"

8"

MIN

.

1'-0"

1'-8" 8"

MIN

.

1'-0"

1'-8"

8"

MIN

.

1'-0"

1'-8"

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

3/4" = 1'-0"

DROPPED PIER & GIRDER SECTION

1/2" = 1'-0"

STEPPED DOWN CRAWL SECTION

3/4" = 1'-0"

TYPICAL EXTERIOR WALL @ GARAGE

3/4" = 1'-0"

3/4" = 1'-0"

FRONT PORCH SECTION

3/4" = 1'-0"

CRAWL @ EXTERIOR WALL SECTION

2x6 P.T. SILL

VAPOR BARRIER

COVER w/6 MIL

R-19 BATT INSULATION

3/4" T.&G. O.S.B. DECKING

R-15 WALL ASSEMBLY

3/8" CDX SOFFIT

PER CODE

ANCHOR WALL

1"x4" FRIEZE

BRICK

NOTE:

SLOPE GRADE

AWAY FROM FTG.

8" CMU

4" CMU

JOISTS

PER PLAN

END BAND

JOISTS

PER PLAN

3/4" T.&G. O.S.B.

FILL CELLS

NOTE:

SLOPE GRADE

AWAY FROM FTG.

w/ MORTAR

DECKING

SEE PLAN FOR

GIRDER SIZE

OR PER PLAN

OR

P

ER

P

LA

N

2x6 P.T. SILL

PIER PER PLAN

VAPOR BARRIER

COVER w/6 MIL

JOISTS PARALLEL TO WALL

2x6 P.T. SILL

VAPOR BARRIER

COVER w/6 MIL


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

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8600 'D' JERSEY CT

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919.480.1075

[email protected]


18308

SIMPSON H2.5A

HOLD DOWN CAPACITY OF

1070 POUNDS WITH TWO

ANCHORS

SIMPSON HGA10 HOLD DOWN

CAPACITY OF 500 POUNDS PER

ANCHOR.

SIMPSON LGT2 (2-PLY TRUSS) HOLD

DOWN CAPACITY OF 1850 (2150)

POUNDS PER ANCHOR.

LGT3 (3 PLY TRUSS) HOLD DOWN

CAPACITY OF 2365 (3285) POUNDS

PER ANCHOR.

LGT4 (4 PLY TRUSS) HOLD DOWN


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

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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




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



POUNDS PER ANCHOR.


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


ROOF TRUSSROOF TRUSS


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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

METHOD PF: PORTAL FRAME PANEL CONSTRUCTION

NTS

2

1" = 1'-0"

TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING

1

BRACING METHODS

4'-6 3/4"

4'-6 3/4"

4'-0"

4'-0"

4'-0"

9'-1 1/2"

4'-0"

8'-1 1/2"

GB - GYPSUM BOARD

4'-0"

9'-1 1/2"

4'-0"

8'-1 1/2"

WSP - WOOD STRUCTURAL PANEL

** IN LIEU OF THE CORNER RETURN, A HOLD-DOWN DEVICE WITH

A MINIMUM UPLIFT DESIGN VALUE OF 800# SHALL BE FASTENED TO

THE CORNER STUD AND TO THE FOUNDATION OR FRAMING BELOW.

WOOD STRUCTURAL PANEL

STRENGTH AXIS

TOP PLATE CONTINUITY IS REQUIRED PER R602.3.2

FASTEN HEADER TO KING STUD WITH

(6) 16d SINKER NAILS (TYP)

MA

XIM

UM

P

AN

EL

H

EIG

HT

1

0'-0"

2'-0" TO 18'-0"

EXTENT OF HEADER

7/16" MIN THICKNESS WOOD

STRUCTURAL PANEL SHEATHING

FOR 12" TO 16" WING WALL WIDTHS

SHEATH INTERIOR & EXTERIOR

OR MIN. 4000# WITH PONY WALL

STRAP ON BOTH SIDES OF OPENING

- INSTALLED ON BACKSIDE OF WALL

FOR 12" TO 16" WING WALL WIDTHS

APPLY STRAP BOTH SIDES

MIN 3"x11.25" NET HEADER

HEADER SHALL OCCUR AT TOP OF WALL

ANCHOR BOLTS PER

SECTION R403.1.6

(TYP)

MIN. (2) 2x4

(TYP)

FOR PANEL SPLICE (IF NEEDED),

PANEL EDGES SHALL BE BLOCKED,

AND OCCUR WITHIN 24" OF MID-HEIGHT.

(1) ROW OF TYP. SHEATHING-TO-FRAMING

NAILS ARE REQUIRED IN EACH PANEL.

LENGTH BASED ON

FASTEN SHEATHING TO HEADER WITH 8d

COMMON NAILS IN 3" GRID PATTERN AS

SHOWN AND 3" O.C. IN FRAMING AS SHOWN

(STUDS AND SILLS) (TYP)

FASTEN TOP PLATE TO HEADER WITH

(2) ROWS OF 16d SINKER NAILS @ 3" O.C.

(TYP)

CONTINUOUS WOOD

STRUCTURAL PANEL

B) INSIDE CORNER DETAIL

8d NAILS @ 6" O.C.

(PANEL EDGES)

MIN. 24" WOOD

STRUCTURAL PANEL**

16d NAILS

@ 12" O.C.

GYPSUM WALLBOARD

(IN ACCORDANCE

w/ CHAPTER 7)

8d NAILS @ 12" O.C.

(INTERMEDIATE SUPPORTS)

A) OUTSIDE CORNER DETAIL

8d NAILS @ 6" O.C.

(PANEL EDGES)

MIN. 24" WOOD

STRUCTURAL PANEL**

OPT. NON-STUCTURAL

FILLER PANEL

16d NAILS

@ 12" O.C.

CONTINUOUS WOOD

STRUCTURAL PANEL

GYPSUM WALLBOARD

(IN ACCORDANCE

w/ CHAPTER 7)

8d NAILS @ 12" O.C.


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




RIM BOARD

SIMPSON MSTA15

HOLD DOWN

FLOOR SHEATHING

BOTTOM PLATE

(2)STUDS @ CORNER

WALL SHEATHING




MIN. 1000# HEADER-TO-JACKSTUD

WALL BRACING FOR 120MPH AND 130 MPH WIND ZONES

PER 2012 NCRC R4506 - ALL STORIES - WOOD STRUCTURAL SHEATHING PANELS. BLOCKING

SHALL BE INSTALLED IF LESS THAT 50 PERCENT OF WALL LENGTH IS SHEATHED. WHERE

BLOCKING IS REQUIRED, ALL PANELS SHALL BE FASTENED AT 3" O.C. ALONG THE EDGES AND 6"

O.C. AT INTERMEDIATE FRAMING. IF A WALL IS SHEATHED LESS THAN 25 PERCENT OF ITS

LENGTH.

WALL BRACING PERCENTAGE OPENING AND NAILING PATTERN

1. BRACE WALLS THAT ARE 51% OR GREATER SHEATHED NEED NOT BE

LABELED w/ 6" EDGE AND 12" CENTER NAILING PATTERN ON SHEATHING.

2. BRACE WALLS THAT ARE 50% TO 26% SHEATHED REQUIRE A NAILING

PATTERN OF 3" EDGE AND 6" CENTER OF SHEATHING.

3. BRACE WALLS THAT ARE 25% OR LESS SHEATHED REQUIRE ENGINEERS

DESIGN WITH SPECIFIC CONSTRUCTION METHODS AND DETAILS

CONTINUOUS WOOD

STRUCTURAL PANEL

D) ALT. INSIDE CORNER DETAIL

8d NAILS @ 6" O.C.

(PANEL EDGES)

MIN. 24" WOOD

STRUCTURAL PANEL**

16d NAILS

@ 12" O.C.

GYPSUM WALLBOARD

(IN ACCORDANCE

w/ CHAPTER 7)

8d NAILS @ 12" O.C.


C) GARAGE DOOR CORNER

OPT. BLOCKING FOR

GYPSUM WALLBOARD

E) ALT. OUTSIDE CORNER DETAIL

8d NAILS @ 6" O.C.

(PANEL EDGES)

MIN. 24" WOOD

STRUCTURAL PANEL**

OPT. NON-STUCTURAL

FILLER PANEL

16d NAILS (2)

ROWS @ 24" O.C.

CONTINUOUS WOOD

STRUCTURAL PANEL

GYPSUM WALLBOARD

(IN ACCORDANCE

w/ CHAPTER 7)

8d NAILS @ 12" O.C.


OPT. BLOCKING FOR

GYPSUM WALLBOARD

8d NAILS @ 6" O.C.

(PANEL EDGES)

MIN. 24" WOOD

STRUCTURAL PANEL**

OPT. NON-STUCTURAL

FILLER PANEL

16d NAILS (2)

ROWS @ 24" O.C.

CONTINUOUS WOOD

STRUCTURAL PANEL

GYPSUM WALLBOARD

(IN ACCORDANCE

w/ CHAPTER 7)

8d NAILS @ 12" O.C.


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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

3/4" = 1'-0"

1TYPICAL SLAB @ SUBWALL

3/4" = 1'-0"

GARAGE ENTRY SECTON

3/4" = 1'-0"

TYPICAL SLAB @ SUBWALL

3/4" = 1'-0"

TYPICAL SLAB @ SUBWALL

3/4" = 1'-0"

INTERIOR FOOTING SECTION

3/4" = 1'-0"


3/4" = 1'-0"

8" CMU

24" INSULATION

BOARD

4" BRICK & 4" CONC.

BLOCK FND WALL

4" CONC. SLAB

2x PT PLATE

2x WALL ASSEMBLY

BRICK

PER CODE

4" CONC. SLAB

PE

R C

OD

E

8" CMU

4" BRICK & 4" CONC.

BLOCK FND WALL

4" CONC. SLAB

2x PT PLATE

2x WALL ASSEMBLY

BRICK

@ GARAGE

NOTE:

1/2" DIA. ANCHOR

BOLTS PER CODE

BRICK VENEER

NOTE:

4" GRAVEL BASE

WHERE REQUIRED

PER LOCAL CODE

NOTE:

4" GRAVEL BASE

WHERE REQUIRED

PER LOCAL CODE

NOTE:

4" GRAVEL BASE

WHERE REQUIRED

PER LOCAL CODE

2x PT SILL

4" CONC. SLAB

PER CODE

2x WALL

NOTE:

4" GRAVEL BASE

WHERE REQUIRED

PER LOCAL CODE

2x WALL ASSEMBLY

4" CONC. SLAB

VAPOR BARRIER

4" CONC. SLAB

w/ 6x6 #10/10

W.W.M. w/ 6 MIL

4" CMU


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

.)

20" Min.

8" M

IN

.

24" (M

IN

.)

4 1/4"

4 1/4"

12"

8"

4"

16"

1"

6"

PER PLAN

8" M

IN

.

6"

1'-0"

1'-0"

1 1

/2

"

14"

PER PLAN

8" M

IN

.

3/4" = 1'-0"

8TYPICAL DECK ATTACHMENT

8" CMU

4" CONC. SLAB

2x PT PLATE

2x WALL ASSEMBLY

NOTE:

4" GRAVEL BASE

WHERE REQUIRED

PER LOCAL CODE

6 MIL VAPOR BAR.

REINF. PER PLAN

HOUSE WRAP

1/2" SHEETROCK

24" (M

IN

.)

PER PLAN

5/8" x 7" GALV. ANCHOR BOLT

TREATED BAND

AS REQ'D

FLOOR JOIST

TREATED

FLASHING

DECKING

@ 16" O.C.

3/4" = 1'-0"

ALTERNATE SLAB @ SUBWALL

BRICK VENEER

24" INSULATION

BOARD

8" CMU

4" CONC. SLAB

2x_ PT PLATE

2x_ WALL ASSEMBLY

4" GRAVEL BASE

WHERE REQUIRED

PER LOCAL CODE

BRICK

NOTE:

1/2" DIA. ANCHOR

BOLTS PER CODE

6 MIL VAPOR BAR.

REINF. PER PLAN

10

1/2" SHEETROCK

HOUSE WRAP

1" AIRSPACE


AND WEEPHOLES AT MAX.

33" O.C. AS PER R703.

WALL TIES @ 24"

O.C. HORIZ. AND

VERT. PER R703.7

24" (M

IN

.)

8" M

IN

.

3/4" = 1'-0"

9ALTERNATE SLAB @ SUBWALL

8" CMU

24" INSULATION

BOARD

4" BRICK & 4" CONC.

BLOCK FND WALL

4" CONC. SLAB

2x PT PLATE

2x WALL ASSEMBLY

NOTE:

4" GRAVEL BASE

WHERE REQUIRED

PER LOCAL CODE

NOTE:

1/2" DIA. ANCHOR

BOLTS PER CODE

6 MIL VAPOR BAR.

REINF. PER PLAN

HOUSE WRAP

1/2" SHEETROCK

24" (M

IN

.)

8" M

IN

.

BRICK

7/16" OSB SHEATHING7/16" OSB SHEATHING

7/16" OSB SHEATHING

7/16" OSB SHEATHING

7/16" OSB SHEATHING 7/16" OSB SHEATHING

SEE PLAN

NOTE:

SLOPE GRADE AWAY

FROM FOOTING

NOTE:

SLOPE GRADE AWAY

FROM FOOTING

NOTE:

SLOPE GRADE AWAY

FROM FOOTING

NOTE:

1/2" DIA. ANCHOR

BOLTS PER CODE

20" Min.

SEE PLAN

20" Min.

SEE PLAN

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8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

SIMPSON H2.5A

HOLD DOWN CAPACITY

OF 535 POUNDS PER

ANCHOR

SIMPSON H2.5A

HOLD DOWN CAPACITY

OF 1070 POUNDS WITH

TWO ANCHORS

PLAN VIEW

TOP

PLATE

TR

US

S/R

AF

TE

R

NOTES:

ALL HOLD DOWN VALUES ARE BASED

ON SPF LUMBER AND ARE FROM

SIMPSON C-2011 CATALOG

RIM BOARD

SIMPSON MSTA15

HOLD DOWN

FLOOR SHEATHING

BOTTOM PLATE

(2)STUDS @ CORNER

WALL SHEATHING




A

A2

*



POUNDS PER ANCHOR.


2720.

K

SIMPSON H2.5A

HOLD DOWN CAPACITY

OF 535 POUNDS PER

ANCHOR

SIMPSON H2.5A

HOLD DOWN CAPACITY

OF 1070 POUNDS WITH

TWO ANCHORS

PLAN VIEW

TOP

PLATE

TR

US

S/R

AF

TE

R

NOTES:

ALL HOLD DOWN VALUES ARE BASED

ON SPF LUMBER AND ARE FROM

SIMPSON C-2011 CATALOG

RIM BOARD

SIMPSON MSTA15

HOLD DOWN

FLOOR SHEATHING

BOTTOM PLATE

(2)STUDS @ CORNER

WALL SHEATHING




A

A2

*



POUNDS PER ANCHOR.


2720.

K

2x6 BRACE AT

MID WALL HEIGHT

(6) 10d NAILS

AT SPLICE

2x4 STUDS

@ 16" O.C.

RAFTER

1'-0" MINIMUM

OVERLAP

HURRICANE CONNECTOR

SIMPSON H4 OR EQUAL

(RAFTERS PERPENDICULAR TO JOISTS)

STUD WALL

RAFTERS

SPACE TIES @ 48" OC WHEN KNEE

WALL IS NOT INSTALLED.

2x4 RAFTER TIE (45 DEG.) @ 16" OC

w/ (4) 10d NAILS @ EACH CONNECTION

CEILING JOISTS (CJ)

AS SPECIFIED

2x6 PLATE OVER MINIMUM (2) CJ.

ATTACH TO EACH CJ w/ (2) 16d NAILS

** PLATE SHALL BE CONTINUOUS TO

BEARING SUPPORT UNLESS FLOOR

IS SHEATHED WITH PLYWOOD.

16" LONG (MIN) 2x4 PLATE

ATTACHED TO 2x4 BOTTOM PLATE

(2) ROWS OF 10d NAILS AT 8" O.C.SEE PLAN

3/4" = 1'-0"

6RAFTER KNEE WALL TIE DOWN

RAFTERS

SEE PLAN

STUD WALL

SPACE RAFTER TIES AT

48" O.C. WHEN KNEE WALL

IS NOT INSTALLED (UNO)

2x4 RAFTER TIES @ 16"

OC W/ (4) 10d NAILS AT

EACH CONNECTION

CEILING JOISTS

OR LOOKOUTS

KNEE WALL

AS REQ'D

3/4" = 1'-0"

5RAFTER KNEE WALL TIE DOWN

3/4" = 1'-0"

1RAFTER TOP PLATE TIE DOWN

(RAFTERS PERPENDICULAR TO JOISTS)

STUD WALL

RAFTERS

2x4 RAFTER TIE (45 DEG.) @ 48" OC

w/ (4) 10d NAILS @ EACH CONNECTION

CEILING JOISTS (CJ)

AS SPECIFIED

2x6 PLATE OVER MINIMUM (2) CJ.

ATTACH TO EACH CJ w/ (2) 16d NAILS

** PLATE SHALL BE CONTINUOUS TO

BEARING SUPPORT UNLESS FLOOR

IS SHEATHED WITH PLYWOOD.

16" LONG (MIN) 2x4 PLATE

ATTACHED TO 2x4 BOTTOM PLATE

(2) ROWS OF 10d NAILS AT 8" O.C.

3/4" = 1'-0"

3RAFTER JOIST PLATE TIE DOWN

RAFTERS



EACH CONNECTION

3/4" = 1'-0"

2RAFTER JOIST PLATE TIE DOWN

RAFTERS

STUD WALL

3/4" = 1'-0"

4RAFTER VAULTED CEILING TIE DOWN

3/4" = 1'-0"

7RAFTER SPLICE - ATTIC K.W.

CEILING JOISTS

LOOKOUTS

1'-0" OVERLAP

AT SPLICE IF

REQUIRED

RAFTERS

ROOF BEAM AS

SPECIFIED

ROOF SUPPORT

KNEE WALL AS

REQ'D

(6) 10d NAILS

AT SPLICE

HURRICANE

CONNECTORS

3/4" = 1'-0"

8ROOF BEAM

HURRICANE CLIP (H2.5

UNLESS OTHERWISE NOTED)

DOUBLE TOP PLATE

RAFTERS



EACH CONNECTION



STUD WALL



STUD WALL

JC

ON

SU

LT

IN

G &

D

ES

IG

N

DS

CL

IEN

T:

PR

OJE

CT

:

LO

CA

TIO

N:









8600 'D' JERSEY CT

RALEIGH, NC 27617

919.480.1075

[email protected]


18308

MAXIMUM SPACING

MIN

IM

UM

RAIL CAP; 2X6, 5/4 BOARD OR

APPROVED MANUFACTURED

MATERIAL

(2) 1/2" DIAMETER

THROUGH-BOLTS

AND WASHERS

ATTACH PICKETS AT TOP AND

BOTTOM WITH (1) #8 WOOD

SCREW OR (2) 8d RING-SHANK

NAILS WITH A 0.135" NOMINAL

DIAMETER

OPENINGS SHALL NOT ALLOW THE

PASSAGE OF A 4" DIAMETER SPHERE;

WET LUMBER MUST BE SPACED SUCH

THAT WHEN SHRINKAGE OCCURS, THE

MAXIMUM OPENING IS MAINTAINED

2X2 PICKETS; MAY

BE PLACED ON

EITHER SIDE OF

GUARD

2X4 TOP &

BOTTOM;

MAY BE

PLACED ON

EITHER SIDE

OF GUARD

POST;

ATTACH TO

POST W/ (2)

#10 3" WOOD

SCREWS

4X4 POST,

TYPICAL

DO NOT

NOTCH

USP STRUCTURAL

CONNECTORS

SPT22 20ga - 535

LBS UPLIFT

SIMPSON

BP 1/2 3ga

3"x3"

SIMPSON RSP4 -

20ga 285 LBS

UPLIFT

SIMPSON

SSP - 20ga

420 LBS

UPLIFT

SIMPSON

TSP - 20ga

425 LBS

UPLIFT

SIMPSON

SP1 - 20ga

535 LBS

UPLIFT

USP

STRUCTURAL

CONNECTORS

SPT22 20ga -

535 LBS UPLIFT

PROVIDE 2X6 BRACE-PLATE

SECURED WITH 3" #10 SCREWS

8" O.C. AND AT EACH JOIST

WHEN JOIST DEPTH COLUMN

INDICATES REQUIRED ABOVE.

BLOCKING

DECKING

2X8

JOIST

OUTSIDE

JOIST

STUD

TIE-PLATE

GUARD

POST

2X8

JOIST

AT FIRST INTERIOR BAY,

PROVIDE 2x BLOCKING A

GUARD POSTS; TOE NAIL

WITH 10d NAILS TOP AND

BOTTOM, EACH SIDE

BLOCKING

BLOCKING

OUTSIDE

JOIST

OUTSIDE

JOIST

STUD

TIE-PLATE

STUD

TIE-PLATE

2X8

JOIST

OUTSIDE

JOIST

STUD

TIE-PLATE

GUARD

POST

DECKING

2X8

JOIST

OUTSIDE

JOIST

STUD

TIE-PLATE

GUARD

POST

POSTGUARD

POSTGUARD

JOIST2X8

8' O.C.

36

"

house plan for: dbc4 - lh kitchen. elevation f 83018

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