HAYWOOD II - rebuild.nc.gov

BUILDING DATA

1,231 TOTAL HEATED SF

160 SF FRONT PORCH

36 SF STORAGE

APPLICABLE CODES

2018 NORTH CAROLINA STATE BUILDING CODE: RESIDENTIAL

2018 NORTH CAROLINA STATE BUILDING CODE: ENERGY CONSERVATION CODE

2010 AMERICANS WITH DISABILITY ACT STANDARDS FOR ACCESSIBLE DESIGN

INTERNATIONAL CODE COUNCIL A117.1 2009 ACCESSIBLE AND USEABLE BUILDINGS ANDFACILITIES (WHERE APPLICABLE BY AUTHORITIES HAVEING JURISDICTION)

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ARCHITECTRADL E Y McCL U

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ARCHITECTURALCOMPANY

NORTH CAROLINASU

MMITDE

SIGN A

NDENGINEERING SERVICES,PLLC

RALEIGH

StateLicense#:P0339

1110

Navaho

Drive,Suite

600Ra

leigh,NC

27609

Voice:(919)3

220115

Fax:(919)3

220116

www.Sum

mitD

E.ne

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Contact:E Mail:Phone:Fax:

PROJECT NO.

DRAWN BY:

FIRST ISSUE DATE:

SHEET INDEX

COPYRIGH

T©

2020

SUMMITDE

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CHECKED BY:

OWNER

ARCHITECT



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Nick Kisley, PE115 Mackenan DriveCary, NC 27511

MEP

C. Christian Berg, [email protected](919) 322 0115(919) 322 0116

Summit Design & Engineering Services1110 Navaho Drive, Suite 600Raleigh, NC 27609

STRUCTURAL

20 0108.020

CS000

09/07/20

COVER SHEET

THENO

RTHCA

ROLINA

OFFICE

OFRE

SILIEN

CYAN

DRE

COVE

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RR)

HAYW

OODII

HAYWOOD IITHE NORTH CAROLINA OFFICE OF RESILIENCY AND RECOVERY (NCORR)

BJM

State of North Carolia Department of Public SafetyNC Office of Recovery and Resiliency200 Park Offices DriveDurham, NC, 27713

Contact: Ivan DuncanE Mail: [email protected]: (833) 275 7262

Summit Design & Engineering Services1110 Navaho Drive, Suite 600Raleigh, NC 27609

Bradley J. McClung,AIA, [email protected](919) 322 0115(919) 322 0116

D. Nick Kisley, [email protected](919) 460 9091

COVER SHEETCS000 COVER SHEET

ARCHITECTUREA100 FLOOR PLAN, ROOF PLAN, AND NOTESA200 EXTERIOR ELEVATIONSA300 WALL SECTION AND DETAILSA400 DETAILSA500 BATHROOM DETAILS & MISC NOTES

STRUCTURALS100 GENERAL NOTES AND PLANSS200 DETAILSS201 TRUSS PROFILES

PLUMBING &MECHANICALPM 100 PLUMBING AND HVAC

ELECTRICALE 100 ELECTRICAL

NO REVISIONS DATE

1425414254SESEESEEESESESESESEEEESEEEESEESESESESESESESESEEEEESEESESEESESEEEESEESEEESEEESSSSSSSSSSSSSSSSS ALALLALALALLALALLLLALALALLALLALALALALLALALALLALALLALALALALALLLALLALLLLLALALALLAAAAAAAAAAAAAAAAAAAAA

G

R TOL I N

APRRRRRRRRRRRRROOOOOOOOOOOOOFE

SSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS I OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOONAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL

09/07/20

DN

WD

DN

1A200

DW4

A2003

A200

2A200

LIVING

MASTERBEDROOM

BATH

3' 0" 3' 0"

2'8"x5'6

"

2' 8"x5' 6"

2'8"x5'6

"2'

0"x3'6

"

3' 0"

22 1/2" x 54" PULL DOWNSTAIR COORDINATE

LOCATION W/TRUSSESSEE DETAIL 5/A400

3' 0"

1A300

26' 0" 6' 0"

4" 10' 8" 2' 0" 12' 1" 4"

5' 1" 5' 7" 7' 2" 4' 11"

6'8"

6'8"

13'4"

DINING

6'10

1/2"

3'8"

10'61/2"

2'0"

9'61/2"

10'1"

13'4"

6'8"

6'8"

5'1"

5'0"

47'4"

7'0"

5' 6" 7' 2" 7' 2" 5' 6"

4" 25' 4" 4"

(2)2' 0"

2' 0"

BEDROOM #2

BEDROOM #3

(2)2' 0"

3'0"

3'0"

3' 0"

4'2"

4'2"

3'11

"

7' 1 1/2"3' 0"

2x6WALL

5' 4 1/2"

5' 0"

3' 0"

6'2"

(2)2

'6"

3' 6"

2'8"x5'6

"2'

8"x5'6

"

2' 8"x5' 6" 2' 8"x5' 6"

2'8"x5'6

"

MASTER BATH

3'0"

C.O.

2' 8"x5' 6"

EQ. 7' 0" EQ.

18" PLAMCOUNTER TOP @

46" A.F.F.

1' 6" 23' 0" 1' 6"

1' 4"

4"

6' 0"3' 0"

1'8"x3'6

"

4'3"

5'31/2"

2'51/2"

3'0"

3'41/2"

6' 6 1/2" 1' 10 1/2" 1' 8"

12'1

0"

2'10

"10

'0"

9'11/2"

6'51/2"

2'8"

10' 8" 10' 7"

1' 11" 3' 1" 5' 0"

2'81/4"

10'6

"

REF.

8'0"

2'6"

3' 0" C.O.

5' 8"

6'0"

6"

CLEAR

3' 0"

5A200

2A300

5' 0"x5' 0" LANDINGAT BOTTOM OF RAMP

OPTIONAL RAMP NOTE:SLOPE SHALL NOT EXCEED1:12

PORCH LANDING TO BEFLUSH WITH FINISHFLOOR. BEVELEDTHRESHOLD SHALL NOTEXCEED 1/2"

NOTE: COORDINATE RAMPAND STAIR LOCATIONBASED ON SITECONDITIONS

CEILINGSLOPES DOWN

CEILINGSLOPES DOWN

1A200

4A200

3A200

2A200

7" / 12"

ASPHALT SHINGLES ON 30# ROOFINGFELT ON 1/2" CDX W/CLIPS ONWOOD FRAMING SEE STRUCTURALDRAWINGS FOR FRAMING

CONTINUOUS RIDGE VENT

5" ALUM. OGEE GUTTEROVER 5/4 x6 FASCIA

6A400

5" ALUM. OGEEGUTTER OVER 5/4 x6FASCIA

7" / 12"

4" / 12"

4" / 12"

4" / 12"

4"/1

2"

4" / 12"

FLOOR PLAN NOTES1. ALL INTERIOR WALLS ARE DRAWN@ 3 1/2"WIDE AND EXTERIOR WALLS ARE DRAWNWITH 1/2" SHEATHING @ 4" WIDE.

2. ALL DIMENSIONS ARE DRAWN TO FACE OFSTUD ON INTERIOR WALLS AND TO EXTERIORSHEATHING ON INTERIOR WALLS.

3. ALL DOORS SHALL BE 7' 0" TALL U.N.O.4. ALL WINDOWS TO HAVE SCREENS.5. PROVIDE PLASTIC COATED WIRE SHELVINGW/ CLOTHES ROD IN COAT CLOSET &BEDROOM CLOSETS, ONE (1) SHELF INLAUNDRY CLOSET & FOUR (4) SHELVES INPANTRY.

6. UNLESS REQUIRED BY HOMEOWNER, ALLFIXTURES, BATHROOMS, AND KITCHENS DONOT NEED TO BE ADA COMPLIANT. IN THEEVENT ADA ACCESSIBILTY IS REQUIRED,REFER TO ADA COMPLIANCE NOTES ANDDIAGRAMS.

7. 1/2" GYPSUMWALLBOARD SHALL BEINSTALLED ON BOTTOM CHORD OF TRUSSES.GYPSUM BOARD SHALL BE LEVEL 4 OR 5FINISH WITH 1 PRIMER COAT AND 2 FINISHCOATS OF "CEILING WHITE" FLAT LATEXPAINT.

8. ALL INTERIOR WALLS SHALL BE FINISHEDWITH 1/2" GYPSUM BOARD WITH A LEVEL 4OR FINISH WITH 1 PRIMER COAT AND 2FINISH COATS OF EGGSHELL LATEX PAINT.PAINT COLOR SHALL DETERMINED BYHOMEOWNER.

9. PROVIDE "GREEN" WALL BOARD FORBATHROOM ANDWALLS BEHIND COUNTERIN KITCHEN.

10. IF WALL TILE IS USED, PROVIDECEMENTITIOUS BACKER BOARD FOR TILEAPPLICATIONS.

11. G.C. SHALL PROVIDE BLOCKING FORCABINETRY AND COUNTERTOP SUPPORT.COORDINATE ATTACHMENT LOCATIONSWITH CABINETRY SUPPLIER.

ADA COMPLIANCE NOTES1. PROVIDE CONTINUOUS BLOCKING FOR GRABBARS IN THE BATHROOM. REFER TOADA.GOVE, 2010 ADA STANDARDS FORACCESSIBLE DESIGN FOR EXACT LOCATIONS.BLOCKING SHALL BE CONT. 2x6 WOOD STUDSFROM 32" 38" A.F.F.

2. IN UNITS WHERE ACCESSIBILTY IS REQUIRED,PROVIDE ADA COMPLIANT ROLL IN SHOWER,ADA COMPLIANT VANITY, AND GRAB BARS.

3. KITCHEN DESIGN SHALL BE DESIGNED INACCORDANCE WITH 2010 ADA OR SHALL BEDESIGNED TO BE EASILY CONVERTED.

4. IF A HANDICAP RAMP IS ACCESSIBLE, THEGEOMETRY SHALL BE BASED ON SITECONDITIONS AND RAMP SHALL BE ADACOMPLIANT

5. REFER TO A500 FOR ADA DIAGRAMS,MOUNTING HEIGHTS, ETC.

ATTIC VENTILATIONCALCULATIONS

THE TOTAL NET FREE AREA SHALL NOT BELESS THAN 1/150 OF THE AREA OF THESPACE VENTILATED. THE NET FREE CROSSVENTILATION AREA SHALL BE PERMITTEDTO BE REDUCED TO 1/300 PROVIDED ATLEAST 40 PERCENT AND NOT MORE THAN50 PERCENT OF THE REQUIRED VENTINGAREA IS PROVIDED BY VENTILATORSLOCATED IN THE UPPER PORTION OF THEATTIC OR RAFTER SPACE. UPPERVENTILATORS SHALL BE LOCATED NOTMORE THAN 3 FEET BELOW THE RIDGE ORHIGHEST POINT OF THE SPACE, MEASUREDVERTICALLY, WITH THE BALANCE OF THEVENTILATION PROVIDED BY EAVE ORCORNICE VENTS. WHERE THE LOCATION OFWALL OR ROOF FRAMING MEMBERSCONFLICTS WITH THE INSTALLATION OFUPPER VENILATORS, INSTALLATION MORETHAN 3 FEET BELOW THE RIDGE ORHIGHEST POINT OF THE SPACE SHALL BEPERMITTED.

1,414

9.4

4.7

4.7

SQUARE FEETTOTAL ATTIC / 150 =

SQUARE FEETNET FREE AREA VENTILATIONREQUIREDSQUARE FEETEAVE VENTILATION

SQUARE FEETRIDGE OR ROOF EXHAUSTVENTILATION

IT SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR TO ENSURE RIDGEVENT AND EAVE VENT PRODUCTS PROVIDESUFFICIENT VENTILATION

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NORTH CAROLINASU

MMITDE

SIGN A


RALEIGH

StateLicense#:P0339

1110

Navaho

Drive,Suite

600Ra

leigh,NC

27609

Voice:(919)3

220115

Fax:(919)3

220116

www.Sum

mitD

E.ne

t

PROJECT NO.

DRAWN BY:

FIRST ISSUE DATE:

COPYRIGH

T©

2020

SUMMITDE

SIGN

ANDEN

GINE

ERINGSERV

ICES,THISDR

AWING&TH

EDE

SIGN

INTENT

OFTH

ISINSTRU

MEN

TOFSERV

ICEISTH

EVE

STED

PROPERT

YOFTH

EAR

CHITEC

T,WHICH

ARENO

TTO

BERE

PRODU

CEDIN

WHO

LEORIN

PART

BYAN

YMEA

NSORMETHO

DWITHO

UTEXPR

ESSWRITTEN

CONS

ENTOFTH

EAR

CHITEC

T.

CHECKED BY:

9/5/2020

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20 0108.020

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09/07/20

BJM

FLOOR PLAN, ROOFPLAN, AND NOTES

THENO

RTHCA

ROLINA

OFFICE

OFRE

SILIEN

CYAN

DRE

COVE

RY(NCO

RR)

HAYW

OODII

BJM

1/4" = 1' 0"1 FIRST FLOOR PLAN

1/4" = 1' 0"2 ROOF PLAN

NO REVISIONS DATE

14254SESESEESESEESESEESESESEESEEESESESESESEESESEEEESESESEEEESESEEEEEEESESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS ALLALALALLLALALALLLLALALLALLALALALALALLLLLLALALALALALALALALALLLLLLLALLLLALLALLLALLAAAAAAAAA

G

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APRROFE

S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS IIIIIIIIIII OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOONAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL

09/07/20

FINISH FLOOR0' 0"

TRUSS BEARING9' 0 1/2"

5/4 x 6 OR 1x6 FASCIABOARD, PAINTED

MINIMUM 5/4 x4"CORNER TRIM,PAINTED

CONT. RIDGE VENT

1' 4" x 1' 4" GABLE VENTWITH PAINTED TRIM

ASPHALT SHINGLES ON 30#ROOFING FELT ON 1/2" CDXW/CLIPS ON ROOF TRUSSES

5/4 x 4" PAINTED WINDOWTRIM, SIDES AND BOTTOM

MAX. 7" HORIZONTAL LAPSIDING, PAINTED

BRICK VENEER FOUNDATION

P.T. WOOD RAMP

PRESSURE TREATED, PAINTEDWOOD RAILING SEE DETAILS

ALUMINUM GUTTER

PAINTED FIBER CEMENTWRAP ON WOOD COLUMN

EXTERIOR LIGHT FIXTURE SEEELECTRICAL DRAWINGS

DOOR/WINDOW HEAD7' 0"

P.T. WOOD TREADS AND RISERS

5/4 x 6 OR 1x6FASCIA BOARD,

PAINTED

5/4 x 6" PAINTED WINDOWTRIM @ HEAD

5/4 x 4 OR UNDEREAVE TRIM,

PAINTED

WATER TABLE DRIP CAP ON5/4 x 8" TRIM, PAINTED

7"

12"

4"

12"

7"

12"

FINISH FLOOR0' 0"


5/4 x 6 OR 1x6 FASCIABOARD, PAINTED

CONT. RIDGE VENT

ASPHALT SHINGLES ON 30#ROOFING FELT ON 1/2" CDXW/CLIPS ON ROOF TRUSSES

MINIMUM 4" CORNERTRIM

BRICK VENEERFOUNDATION

5/4 x 4" PAINTED WINDOWTRIM, SIDES AND BOTTOM

MAX. 7"HORIZONTAL LAPSIDING

ALUMINUM GUTTER

WATER TABLE DRIP CAPON 5/4 x 8" TRIM,

PAINTED


5/4 x 6" PAINTED WINDOWTRIM @ TOP

4"

12"

7"

12"

7"

12"

FINISH FLOOR0' 0"


MINIMUM 5/4 x 4"CORNER TRIM,PAINTED

CONT. RIDGE VENT

ASPHALT SHINGLESON 30# ROOFINGFELT ON 1/2" CDXW/CLIPS ON ROOFTRUSSES

5/4 x 6 OR 1x6FASCIA BOARD

BRICK VENEERFOUNDATION

5/4 x 4" WINDOW PAINTED WINDOWTRIM, SIDES AND BOTTOM

MAX. 7"HORIZONTAL LAPSIDING, PAINTED

ALUMINUMGUTTER

WATER TABLEDRIP CAP ON 5/4x 8" TRIM,PAINTED

P.T. WOOD TREADS,RISERS, AND RAMP

PRESSURE TREATED,PAINTED WOOD

RAILING SEEDETAILS

PAINTED FIBERCEMENT WRAP ONWOOD COLUMN

5/4 x 6 OR 1x6FASCIA BOARD,

PAINTED


P.T. WOOD TREADS ANDRISERS

5/4 x 6" PAINTEDWINDOW TRIM @HEAD

EXTERIOR LIGHTFIXTURE SEEELECTRICALDRAWINGS

RAMP TO GRADE MAX1:12 SLOPE

5' 0" x 5' 0" LANDING REQUIREDAT BOTTOM OF RAMP

FINISH FLOOR0' 0"


P.T. WOODTREADS ANDRISERS

PRESSURETREATED,PAINTED WOODRAILING SEEDETAILS

FIBER CEMENTWRAP ON WOODCOLUMN

5/4 x 6 OR 1x6FASCIA BOARD

CONT. RIDGE VENT

ASPHALT SHINGLESON 30# ROOFING FELTON 1/2" CDX W/CLIPS

ON ROOF TRUSSES

BRICK VENEER FOUNDATION5/4 x 4" PAINTED WINDOWTRIM, SIDES AND BOTTOM

MAX. 7" HORIZONTALLAP SIDING,PAINTED

ALUMINUM GUTTER

WATER TABLE DRIP CAP ON5/4 x 8" TRIM, PAINTED

5/4 x 6" PAINTEDWINDOW TRIM @

HEAD

1A300


5A200

EXTERIOR LIGHTFIXTURE SEEELECTRICALDRAWINGS

6A400

FINISH FLOOR0' 0"

CONTINUOUS P.T. 2x4 RAILWITH BEVELED TOP, PAINTED

CONTINUOUS P.T. (2) 1x3 AND2x2 BLOCKING, PAINTED

WOOD RAILING POST BEYOND

P.T. 2x2's @ 5" O.C. MAX.,PAINTED

CONTINUOUS P.T. (2) 1x4 AND2x4 BLOCKING, PAINTED ANDATTACHED TO COLUMNS

DECK FLOOR

BEYOND, P.T. 6x6 POST @ 5' 0"O.C., MAX., PAINTED

4"2'

01/2"

31/2"

4"

34"M

IN.

38"M

AX@

STAIRS

3'0"

@PO

RCH

GUARDRAIL AND HANDRAILNOTES

INSTALL HANDRAILS AND GUARDS PER 2018 NCRESIDENTIAL BUILDING CODE SECTIONSR311.7.2 THROUGH R312. PORCHES,BALCONIES, RAMPS OR RAISED FLOORSURFACES LOCATED MORE THAN 30" ABOVETHE FLOOR OR GRADE BELOW SHALL HAVEGUARDS NOT LESS THAN 36" IN HEIGHT. OPENSIDES OF STAIRS WITH A TOTAL RISE OF MORETHAN 30" ABOVE THE FLOOR OR GRADEBELOW SHALL HAVE GUARDS NOT LESS THAN30" IN HEIGHT MEASURED VERTICALLY FROMTHE NOSING OF THE TREADS. REQUIREDGUARDS ON OPEN SIDES OF STAIRWAYS,RAISED FLOOR AREAS, BALCONIES, ANDPORCHES SHALL HAVE INTERMEDIATE RAILS ORORNAMENTAL CLOSURES WHICH DO NOTALLOW PASSAGE OF AN OBJECT 4" OR MORE INDIAMETER. HORIZONTAL SPACING BETWEENTHE VERTICAL MEMBERS IN REQUIREDGUARDRAILS SHALL BE A MAXIMUM OF 4" ATTHE NEAREST POINT BETWEEN MEMBERS.

INSTALL HANDRAILS PER 2018 NC RESIDENTIALBUILDING CODE SECTION R311.5.6 AT ALLPORCH STAIRS WITH MORE THAN 4 RISERS.HANDRAIL HEIGHT, MEASURED VERTICALLYFROM THE SLOPED PLANE ADJOINING THETREAD NOSING, OR FINISH SURFACE OF RAMPSLOPE, SHALL NOT BE LESS THAN 34" AND NOTMORE THAN 38"

EXTERIOR FINISH NOTESALL SIDING SHALL BE FIBER CEMENT. ACCEPTABLE SIDINGOPTIONS ARE AS FOLLOWS:

BOARD AND BATTEN BATTENS @ 24" SPACINGSHAKESHORIZONTAL LAP SIDING WITH THINNER REVEALHORIZONTAL LAP SIDING PAINTED DIFFERENT COLORTHAN MAIN BODY SIDING.

ASPHALT SHINGLES SHALL HAVE A 25 YEAR WARRANTY;COLOR AND STYLE TO BE SELECTED FROMSMANUFACTURER'S CATALOG OF 3 TAB PRODUCT LINE.

ACCENT ROOFING SHALL BE EXPOSED FASTENER, 26GA., SELECTED FROMMANUFACTURER'S FULL RANGE.

ALL FIBER CEMENT SIDING, TRIM, PRESSURE TREATEDWOOD (EXCEPT STAIR TREADS AND RISERS) SHALL BEPAINTED. EXTERIOR PAINT SHALL BE 1 COAT PRIMERAND TWO COATS OF EXTERIOR ACRYLIC LATEX PAINT.

14254

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C

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A ROH L I NAPR

OFES S I ONAL

CERT. NO.52006RE

GISTERED


NORTH CAROLINASU

MMITDE

SIGN A


RALEIGH

StateLicense#:P0339

1110

Navaho

Drive,Suite

600Ra

leigh,NC

27609

Voice:(919)3

220115

Fax:(919)3

220116

www.Sum

mitD

E.ne

t

PROJECT NO.

DRAWN BY:

FIRST ISSUE DATE:

COPYRIGH

T©

2020

SUMMITDE

SIGN

ANDEN

GINE

ERINGSERV

ICES,THISDR

AWING&TH

EDE

SIGN

INTENT

OFTH

ISINSTRU

MEN

TOFSERV

ICEISTH

EVE

STED

PROPERT

YOFTH

EAR

CHITEC

T,WHICH

ARENO

TTO

BERE

PRODU

CEDIN

WHO

LEORIN

PART

BYAN

YMEA

NSORMETHO

DWITHO

UTEXPR

ESSWRITTEN

CONS

ENTOFTH

EAR

CHITEC

T.

CHECKED BY:

9/5/2020

11:20:03

AMC:\U

sers\bradley.m

cclung.SCE\Docum

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20 0108.020

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09/07/20

BJM

EXTERIOR ELEVATIONS

THENO

RTHCA

ROLINA

OFFICE

OFRE

SILIEN

CYAN

DRE

COVE

RY(NCO

RR)

HAYW

OODII

BJM

1/4" = 1' 0"1 FRONT ELEVATION

1/4" = 1' 0"2 REAR ELEVATION

1/4" = 1' 0"3 RIGHT ELEVATION

1/4" = 1' 0"4 LEFT ELEVATION

1 1/2" = 1' 0"5 RAILING DETAIL

NO REVISIONS DATE

14254SESEEEESEESEESESEEEESESESESESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS ALALALALALALALLLALLALALALALALALLALLALALALALALLALALALALLALALALLALLALLALLLLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA

G

T OH L I NAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAPR

OOFES SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS I ONNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL

09/07/20

VARIES111/2"

9'01/2"

16 1/2" OH

7'0"

1'0"

12SLOPE VARIES

TRUSS BEARING

WINDOW / DOOR R.O.

TOP SUBFLOOR

TOP CMU

TOP FOOTING

ROOFING: FIBERGLASS SHINGLES30# WATERPROOFING 5/8 "SHEATHING R38 BATT INSULATION

PRE FABRICATEDWOOD ROOFTRUSSES @ 24" OC

INSTALL ICE + WATER SHIELD ATEAVES TYPICAL

5" ALUM. OGEE GUTTER OVER 5/4X 6 FASCIA

1/2" SOFFIT W/ 2" ROUNDMTL. VENTS @36" OC

1 X 6 FRIEZE BOARD

SIDING

1 X 6 TRIM@WINDOW HEAD

WINDOW UNIT SEE ELEVATIONS

1 X 4 TRIM@ SIDES & BOTTOM

TYP. EXTERIOR WALL: 2 X 4'S @ 16" OC1/2" GWB 1/2" SHEATHING HOUSE WRAPSIDING W/ 6" EXPOSURE R15 INSUL.

WATERTABLE W/ 1 X 8

TYP. FLOOR SYSTEM: 2 X 10'S @ 16" OC3/4" T+G SUBFLOOR GLUED & NAILEDFINISHED FLOORING PER FINISH SCH.R 19 BATT INSULATION INSTALL WOVENMETAL FABRIC UNDERSIDE OF JOISTS

P.T. 2 X 10 WOOD PLATE

ANCHOR ROD SEE STRUCTURAL DRAWINGSNOM. 4" BRICK OVER NOM. 8" CMUSEE STRUCTURAL FOR REINFORCING STEEL SPECS.

TYP. 4" ABS PERIMETER DRAIN W/ FILTER FABRICAND GRAVEL FILL

CONCRETE FOOTING SEE STRUCTURALFOR SIZE AND REINFORCING STEEL

CRAWL SPACE

FINISHED GRADE

PLYWOOD PLATFORM FOR AHUSEE STRUCTURAL FOR EXTENT

FLASHING @ ALL WINDOW & DOOR HEADS

TYP. DOWNSPOUT: 2" X 4" ALUMINUM DOWNTO COMPOSITE SPLASH BLOCK

6 MIL VAPOR BARRIER

1'-4 1/2"

1'-0"

12SLOPE VARIES

INSTALL ICE + WATER SHIELD AT EAVES -TYPICAL

PRE-FABRICATED WOOD ROOFTRUSS

5" ALUM. OGEE GUTTER OVER1 X 6 FASCIA

1/2" SOFFIT W/ 2" ROUND MTL. VENTS @36" OC

1 X 6 FRIEZE BOARDSIDING

2

4

WOOD BLOCKING

SHEATHING

SHEATHING

ASPHALT SHINGLES ON 30#BUILDING PAPER

HURRICANE CLIPS PER STRUCTURAL

TRUSS BEARING

1'-0" OH

8 1/2"

1'-7"

2 4

2 4

2 4

2

4

2

4

TYPICAL ROOFCONSTRUCTION

2 X 4'S @ 24" OC

1 X 6 FASCIA

1/2" THICK SOFFIT

5/4 X 6 FRIEZE BOARD

1 X 4 TRIM

3/4" THICK TRIM

ALUMINUM GABLE VENT

INSECT SCREEN

1 X 4 TRIM

TYPICAL EXTERIORWALL CONSTRUCTION

ALUMINUM FLASHING ATSILL

TYPICAL ROOF TRUSS

1'-4 1/2"

1'-0"

12SLOPE VARIES

INSTALL ICE + WATER SHIELD AT EAVES -TYPICAL

PRE-FABRICATED WOOD ROOFTRUSS

5" ALUM. OGEE GUTTER OVER1 X 6 FASCIA

1/2" SOFFIT W/ 2" ROUND MTL. VENTS @36" OC1 X 6 FRIEZE BOARDSIDINGSHEATHING

SHEATHING

ASPHALT SHINGLES ON 30#BUILDING PAPER

HURRICANE CLIPS PER STRUCTURAL

TRUSS BEARING

WOOD BLOCKING

8"

TYPICAL SIDING

2 X 10 RIM BOARD

WOOD DRIP EDGE:WM 188 1 1/16" X 1 5/8"

ALUM FLASHING

5/4 X 8 SKIRT

TOP SUBFLOOR

1'4"

7'6"

1'5"

1' 0" OH

12VARIES

RAFTER BEARING

ROOF: 5 STAR V CRIMPROOFING ON 30# BUILDINGPAPER ON 1 2" SHEATHING ON2 X 8'S @ 24" OC

GUTTER ON 1 X 6 FASCIA

1/2" SOFFIT1 X 6

EXTERIOR WALL: 2 X 4'S @ 16"OC 1 2" SHEATHING SIDINGHOUSEWRAP BATTINSULATION

FURR OUTW/ 1 X 2'S @ 16" OCVERTICALLY COVER W/ 1 2" OSB

CONCRETE SLAB: SEE STRUCTURAL

BRICK VENEER

GROUT SOLIDFINISHED GRADE

ROWLOCK COURSE

FLASHING

ALIGN TOP ROWLOCK W/ BOTTOM OF WATER TABLE

TOP SUBFLOOR

(2) 2 X 6

14254

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MMITDE

SIGN A


RALEIGH

StateLicense#:P0339

1110

Navaho

Drive,Suite

600Ra

leigh,NC

27609

Voice:(919)3

220115

Fax:(919)3

220116

www.Sum

mitD

E.ne

t

PROJECT NO.

DRAWN BY:

FIRST ISSUE DATE:

COPYRIGH

T©

2020

SUMMITDE

SIGN

ANDEN

GINE

ERINGSERV

ICES,THISDR

AWING&TH

EDE

SIGN

INTENT

OFTH

ISINSTRU

MEN

TOFSERV

ICEISTH

EVE

STED

PROPERT

YOFTH

EAR

CHITEC

T,WHICH

ARENO

TTO

BERE

PRODU

CEDIN

WHO

LEORIN

PART

BYAN

YMEA

NSORMETHO

DWITHO

UTEXPR

ESSWRITTEN

CONS

ENTOFTH

EAR

CHITEC

T.

CHECKED BY:

9/5/2020

11:20:04

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Hayw

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A300

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BJM

WALL SECTION ANDDETAILS

THENO

RTHCA

ROLINA

OFFICE

OFRE

SILIEN

CYAN

DRE

COVE

RY(NCO

RR)

HAYW

OODII

BJM

3/4" = 1' 0"1 WALL SECTION

1 1/2" = 1' 0"5 ALTERNATE SOFFIT DETAIL

1 1/2" = 1' 0"3 TYPICAL RAKE DETAIL

1 1/2" = 1' 0"4 TYPICAL CORNICE DETAIL

1 1/2" = 1' 0"6 WATER TABLE DETAIL

NO REVISIONS DATE

3/4" = 1' 0"2 WALL SECTION @ SHED

14254SEESEEESEESESEEEEESESESEEESESESEEEESEEEEEEESEEEESEEESESEEESEEEEEEEEEEEESSSSSSSSSSSSSSSSSSSSSSSSSSS ALALALALALALALLALALALALALLALLALALLALALLLLALLLLALALLLLLLLALLALALALALLALALLALLLLLALAAAAAAAAAAAAAAAAAAAAA

G

R TOL I N

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAPROOOOOFE

S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS I OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOONAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL

09/07/20

2x4 WOOD STUDS

1/2" GYPSUM BOARD

BATT INSULATION,R VALUE 15

WINDOW FRAME

FIBER CEMENT TRIM BOARDSEALANT WITH BACKER ROD

FIBER CEMENT SIDINGWEATHER RESISTANTBARRIEREXTERIOR SHEATHING

WINDOW STOOL AND CASINGFLEXIBLE FLASHING, 6" MINIMUMVERTICAL @ SIDES, 3" VERTICALLY DOWNFACE OF WALL

SEALANT WITH BACKER ROD

FLEXIBLE FLASHING, EXTENDVERTCIALLY UP ENTIRE JAMB

SEALANT WITH BACKER ROD

DOOR/WINDOWJAMB

BATT INSULATION,R VALUE TBD BY LOCAL

JURISDICITON

WEATHERRESISTANT BARRIER

FIBER CEMENT SIDING1/2" GYPSUM

BOARD

EXTERIORSHEATHING

FIBER CEMENT TRIM BOARD

WINDOW CASINGSEALANT WITH BACKER ROD

HEADER

1/2" GYPSUM BOARD

BATT INSULATION,R VALUE 15

FIBER CEMENT SIDING

WEATHER RESISTANT BARRIER

EXTERIOR SHEATHING

FLEXIBLE FLASHING, WRAP OPENING

1/4" GAP, DO NOT CAULK

PRE FINISHED METAL Z FLASHINGFIBER CEMENT TRIM BOARD

INSTALL BUG SCREEN

WINDOW FRAME

NOTE: REFER TO WINDOWMANUFACTURER'S INSTRUCTIONS FORPROPER WINDOW INSTALLATION

WINDOW CASING

FIBER CEMENT SIDING

WEATHER RESISTIVE BARRIER

EXTERIOR SHEATHING

FLEXIBLE FLASHING

FIBER CEMENT BOARDS

WOOD FRAMING

BATT INSULATION,R 15 U.N.O.

1/2" GYPSUMBOARD

1" 1"RIDGE VENT AIR FLOW

ROOF TRUSS SEESTRUCTURALDRAWINGS

RIDGE VENT

1/2" PLYWOOD SHEATING

30# ROOFING UNDERLAYMENT

ASPHALT SHINGLES

23" x 54" ATTIC ROUGH OPENING

REQUIRED30" UNOBSTRUCTED

ATTIC ACCESS CLEARANCE

HVAC UNIT CLEARANCESEE MEP DRAWINGSFOR DETAILS

MEP NOTE: ATTIC ACCESS CLEARANCESHALL BE CLEAR FROM PIPES HVAC DUCTWORK AND VENTSAND ELECTRICAL CONDUITS FOR FREE ATTIC ACCESS ANDSPACE FOR FOLDABLE LADDER. PER NCBC R807.1 ATTIC ACCESSSHALL HAVE 30" OF UNOBSTRUCTED ACCESS TO THE ATTICDIRECTLY ABOVE THE ENTRY.

LANDING CLEARANCE OF 75" MAX

NOTES:

1. ATTIC ACCESS LADDER SHALL COMPACT BE PER THE DIMENSIONS SHOWN IN THE CHART, LADDER WHEN FOLDED AND NOT IN USESHALL NOT EXCEED NOR PASS BEYOND THE OPENING.

2. ACCESS LADDER SHALL BE DESIGN BY THE MANUFACTURER OF A CAPACITY OF 250LBS.

3. GENERAL CONTRACTOR IS TO INSTALL AND PURCHASE A PRE MADE LADDER KIT THAT HAS BEEN DESIGN AND CREATED BY ACERTIFIED MANUFACTURER SUCH AS WERNER OR LOUISVILLE LADDER. ATTIC ACCESS LADDER SHALL NOT BE CUSTOM MADE ORMILLWORK IN THE FIELD BY THE CONTRACTOR.

4. HEADER, STRINGER AND BRACE SHALL BE INSTALLED TO THE TRUSSES AND ROOF JOISTS PER THE MANUFACTURER'SRECOMMENDATION. WOOD NOMINAL FRAME SIZES SHOULD EITHER MATCH JOIST/BRACE OF THE TRUSSES OR PERMANUFACTURER'S RECOMMENDATION.

5. GENERAL CONTRACTOR SHALL NOT CHOOSE A LADDER OF LENGTH LONGER THAN 10' FT. LADDER SHALL NOT HAVE A CLEARANCELONGER THAN 75" FOR SWING SPACE.

6. ATTIC ACCESS ROUGH OPENINGS SHALL BE SEALED AND INSULATED TO THE EDGE OF THE LADDER OPENING WITH A CLEAN FINISH,NO DENTS, OPENINGS OR CRACKS.

7. ATTIC LADDER DOOR AND FRAME SHALL BE PAINTED TO MATCH CEILING COLOR.

8. ATTIC LADDER DOOR AND FRAME SHALL BE FINISHED, CLEANED AND FLUSH/PLUMBED TO THE CEILING.

9'0"

TOFINISH

FLOOR(FF)

ROUGH OPENING OF 22 1/2" X 54",FOLLOW STRUCTURAL TRUSS OUTLINE

FRAME SURROUNDING OPENING SHALL BEFLUSH AND PAINTED TO MATCH CEILING

SEAL AND INSULATE EDGES ABOVECEILING TO THE EDGE OF ATTIC LADDEROPENING

ROOF TRUSS, SEESTRUCTURAL

HVACPLATFORM,SEE STRUCT.

CEILING INSULATION

LADDER SHALL COLLAPSE OVER THEOPENING AND SHALL NOT EXTEND BEYONDTHE SWING CLEARANCE OF 75" MAX.WHEN CLOSED, IT SHALL NOT FOLD BACKBEYOND THE ROUGH OPENING.

FINISH FLOORINTERIOR BELOW

HEADER, STRINGERS AND FRAMING REQUIRED FORSUPPORTING THE LADDER KIT SHALL FOLLOW THEMANUFACTURER'S RECOMMENDATIONS.

TRUSS FRAME BEYOND,SEE STRUCT.

2'6"

EXTENDS TO PROPERLY FLASHED ROOF, SOFFITOR WALL CAP. SEE MECHANICAL FOR MOREDETAILS.

BATHROOM OR KITCHEN EXHAUST FANCONNECTED TO SWITCH, SEE MECHANICAL

CAULK OR FOAM ALL GAPS & HOLETO UNCONDITIONED SPACE ABOVE.

PENETRATING HOLES MAX. 1" LARGER THANPENETRATING OBJECT, TYPICAL. FAN SHALLBE WHITE OR COLOR TO MATCH CEILING.FLUSHED AND PLUMB.

FLEX DUCT TYPICAL, SEEMECHANICAL DWGS.

ROOF TRUSSES ORCEILING JOIST

SEALANT AROUND THEOPENING, INSULATION CLOSETO THE DUCTWORK, IN CLEAROR COLOR TO MATCH CEILING

CEILING GRILL AND FRAMEWITHCOLOR TO MATCH CEILING, FOR SIZESSEE MECH DRAWINGS.

INTERIOR STUD WALLWITH DOOR

INTERIOR HALL BEDROOM

SHEET MTL. SOUND & LIGHT BAFFLE, TYPICAL

DOOR & FRAME BELOW

DOOR FRAME STUDS

CRIPPLE STUD TYP.

TRANSFER GRILL ABOVE DOOR, TYP

BEDROOM

INTERIOR HALLWAY

1x4 BACKER OPTION

DRYWALL CLIP OPTIONNOTE:CONTRACTOR CANUSE DRYWALL CLIPSOR BACKERS TOELIMINATE WOODSTUDS

CONTINUOUSDOUBLE TOP PLATE

AT ALL FULLHEIGHT WALLS

SEAL ATTIC/WALLINTERSECTION WITHCAULK OR FOAM. DO

NOT USECONSTRUCTION

ADHESIVE

INTERIOR GYPSUMBOARD

TWO PIECE 4" COPOLYMER ADJUSTABLEDRYER VENT SUCH AS 'BUILDER'S EDGE 4INC. HOODED VENT' OR SIMILAR WITH 8"ALUMN. EXTENSION TO CONNECT WITHDUCTWORK. COLOR TO MATCH SIDINGOR WHITE. SEAL AND SECURE TODUCTWORK WITH HVAC APPROVED TAPEAND FASTENERS.

FIBER CEMENT SIDING

SEALANTURETHANE FOAMAROUND ALL PIPEPENETRATIONS.

SILICONE SEALANT UNDER FIRST PIECE PRIORTO SCREWING IN TO THE EXTERIORSHEATHING, FOLLOW MANUF. INSTRUCTIONS.

EXTERIOR SHEATHING SEE WALLSECTIONS FOR DETAILS

SNAP IN SECOND PIECE OF VENT OVERSIDING. PLUMB AND LEVELED EDGES.FOLLOW MANUF. INSTRUCTIONS

FIRST PIECE OF VENT, CUT TO THE SIZE OFTHE VENT AND SEALED WITH URETHANEFOAM AROUND ALL EDGES OFPENETRATION OF EXTERIOR SHEATHINGAND INSULATION.

CAULK ALLPERIMETEREDGES

4"

AFTER ROOF SEALANT HAS BEENAPPLIED AND THE BASE ISSECURED PLUMBED TO THESHINGLES, APPLY GALVANIZEDROOF FASTENERS ON ALL SIDES1/2" FROM EDGE OF BASE (6MIN). AFTERWARDS, APPLY ABEAD OF ROOF POLYURETHANESEALANT ON THE HEADS OFEACH FASTENERS.

ICE & WATER ROOF SHIELD, SEESHEET A300 FOR DETAILS.

CUT SHINGLES TO FIT AROUNDFLASHINGLEAVE A 1/4" CHANNEL AT THEPERIMETER.

LEAD JACK ORPRE FLASHEDPLUMBING VENTFLASHING

NOTES:1) DO NOT FACE NAIL THE PLUMBING VENTFLASHING.

BATHROOM VENT, FOR SIZESSEE PLUMBING DRAWINGSAND NOTES

ADJUSTABLE PIPEFLASHING WITH HARDPLASTIC BASE ANDRUBBER COLLAR.

PRIOR TO FASTENING THE BASE,SEAL A CONTINUOUS BEAD OFBLACK POLYURETHANE ROOF ANDFLASHING SEALANT AROUND 1/2"FROM THE EDGE. DO NOT FASTENTO THE ROOF WITHOUT SEALINGFIRST ON ALL EDGES AND SIDES.

14254

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OFES S I ONAL

CERT. NO.52006RE

GISTERED


NORTH CAROLINASU

MMITDE

SIGN A


RALEIGH

StateLicense#:P0339

1110

Navaho

Drive,Suite

600Ra

leigh,NC

27609

Voice:(919)3

220115

Fax:(919)3

220116

www.Sum

mitD

E.ne

t

PROJECT NO.

DRAWN BY:

FIRST ISSUE DATE:

COPYRIGH

T©

2020

SUMMITDE

SIGN

ANDEN

GINE

ERINGSERV

ICES,THISDR

AWING&TH

EDE

SIGN

INTENT

OFTH

ISINSTRU

MEN

TOFSERV

ICEISTH

EVE

STED

PROPERT

YOFTH

EAR

CHITEC

T,WHICH

ARENO

TTO

BERE

PRODU

CEDIN

WHO

LEORIN

PART

BYAN

YMEA

NSORMETHO

DWITHO

UTEXPR

ESSWRITTEN

CONS

ENTOFTH

EAR

CHITEC

T.

CHECKED BY:

9/5/2020

11:20:05

AMC:\U

sers\bradley.m

cclung.SCE\Docum

ents\200170

Hayw

oodIIV2

0Ce


t

20 0108.020

A400

09/07/20

BJM

DETAILS

THENO

RTHCA

ROLINA

OFFICE

OFRE

SILIEN

CYAN

DRE

COVE

RY(NCO

RR)

HAYW

OODII

BJM

1 1/2" = 1' 0"1 EXTERIOR WINDOW SILL DETAIL

1 1/2" = 1' 0"2 EXTERIOR DOOR/WINDOW JAMB

1 1/2" = 1' 0"3 EXTERIOR DOOR/WINDOW HEAD

1 1/2" = 1' 0"4 TYPICAL OUTSIDE CORNER

3" = 1' 0"6 RIDGE VENT DETAIL

3/4" = 1' 0"5 ATTIC ACCESS DETAIL & SPECS

1/2" = 1' 0"8 TYP EXHAUST FAN DETAIL

1/2" = 1' 0"7 BEDROOM PRESSURE BALANCE JUMPER DUCT

1/2" = 1' 0"9 BEDROOM PRESSURE BALANCE TRANS. GRILL

NOT TO SCALE REFER TO NOTES


NOT TO SCALE REFER TO NOTES1 1/2" = 1' 0"11 INTERIOR INTERSECTING WALL DETAIL

1 1/2" = 1' 0"12 INTERIOR WALL AT ATTIC

1 1/2" = 1' 0"13 EXT. DRYER WALL VENT DETAIL

1/2" = 1' 0"10 ROOF VENT DETAIL


NO REVISIONS DATE

14254SEESEEEEEEESESEEEEEESEEEEEESEEEESEEEEEEEEEEEEEESESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS ALALALALALALALLALLALALALALALALALALLALALLALALALALLALALALLALALALLALLLALLLALALALLLALALALALLLALAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA

G

R TOL I N

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAPROOOOOOOOOOOOOFE

S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS I OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOONNNNNNNNNNNNNNNNNNNNAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL

09/07/20

STANDARD WHEELCHAIR GRABBARS AT TOILETS

59" MIN.

W/ FLOOR MOUNTED TOILET

56" MIN.

W/ WALL MOUNTED TOILET

12" MAX.

52" MIN.

18"

6"MAX

.

36"M

IN.

18"

MIN.

ROLL IN SHOWER

SIZE & CLEARANCE

(BACK WALL)

(SIDE WALL) (CONTROL WALL)

60" MIN

60" MIN.

6" MAX6" MAX

36"M

IN

6"MAX

6"MAX

ADA SEAT

CLEAR FLOOR SPACE AT LAVATORY

CLEAR FLOORSPACE

48" MIN.

19" MAX.

17" MIN.

ALL PIPES SHALL BE COVERED AND PROTECTEDWITH A ADA COMPLIANT LAVATORY SHIELD ORADA COMPLIANCE WRAP COVERS FORINSULATION.

WALL MOUNTED ADA APPROVED RESIDENTIALLAVATORY IN WHITE SUCH AS KOHLER "CHESAPEAKE"OR SIMILAR.

34"M

AX.

PROVIDE PROPER BLOCKING OF (2" x 6") or (2" x 8")BETWEEN WOOD STUDS FOR PROPER FRAMING ANDSUPPORT OF WALL MOUNTED SINK.

STAINLESS STEEL ADA COMPLIANT COMPATIBLEFAUCETS AND DRAIN CLOSURES.

SWINGING DOOR

FRONT APPROACH

SWINGING DOOR

FRONT APPROACH

(PULL SIDE)

24"

NOTE: X=12" IF DOOR HAS

A CLOSER AND LATCH

(PUSH SIDE)

PREFERRED

5'0"

18" MIN.

X

48"M

IN.

1. INSIDE CLEAR DIMENSIONS SHOWN ARE AS REQUIRED TO MEET HANDICAPPED CLEARANCE CRITERIA. COORDINATE STUD/SUBSTRATE DIMENSIONS WITH WALLTYPES SHOWN ON FLOOR PLAN.

2. PROVIDE FRT WOOD BLOCKING IN WALL BEHIND ALL WALL MOUNTED TOILET ACCESSORIES & EQUIPMENT. VERIFY MOUNTING HEIGHTS OF ALL OWNERMOUNTED EQUIPMENT WITH OWNER REPRESENTATIVE.

3. GRAB BARS TO BE BOBRICK BY LENGTH INDICATED ON DRAWINGS AND TO MEET 609 OF ANSI 2010

4. THE RESTROOM LAYOUT IS BASED ON AND COMPLIES WITH THE "AMERICAN WITH DISABILITIES ACT" LATEST REGULATIONS.PLEASE NOTE THE FOLLOWING SECTIONS:

4.16.5 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL COMPLY WITH 4.27.4. CONTROLS FOR FLUSH VALVESSHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS NO MORE THAN 44" (1120mm) ABOVE THE FLOORS.

4.19.4 EXPOSED PIPES AND SURFACES. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECTAGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

4.19.5 FAUCETS. FAUCETS SHALL COMPLY WITH 4.27.4. LEVER OPERATED PUSH TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OFACCEPTABLE DESIGNS. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

WATER CLOSETS : HEIGHT OF WATER CLOSET SHALL BE 17 INCHES TO 19 INCHES MEASURED TO THE TOP OF THE TOILET SEAT PER ACCESSIBILITY 609 TO BELOCATED 16 INCHES MIN. AND 18 INCHES MAX. FROM SIDE WALL.

MIRRORS: SHALL BE MOUNTED WITH BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40 INCHES A.F.F. AND STANDING CENTER TO THE VANITYLAVATORY AT A HEIGHT OF 36" WITH STAINLESS STEEL FRAMING

4.26.2 GRAB BARS. OUTSIDE DIAMETER MIN 1 1/4", MAX 1 1/2", SPACE BETWEEN WALL AND GRAB BAR 1 1/2" A. GRAB BAR TO BE MOUNTED HORIZONTALLY ATA HEIGHT OF 33 INCHES A.F.F. MIN. AND 36 INCHES A.F.F. MAX. B. A HANDRAIL OR GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREEOF ANY SHARP OR ABRASIVE ELEMENTS & EDGES. C. GRAB BARS STRUCTURAL STRENGTH PER ACCESSIBILITY CODE NC 609 AND ANSI 604. 15. PROVIDE BACKERPLATES IN BETWEEN PARTITIONS FOR H.C. GRAB BARS AND COMPLY WITH FBC ACCESSIBILITY 609.***

4.27.4 OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, ORTWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF (222 N).

DOORS WHEN HOUSE HOLD NEEDS TO BE ADA COMPLIANT: DOOR HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED 34 INCHES MIN.AND 48 INCHES MAX ABOVE FINISHED FLOOR.

ALL DOORS SHALL BE OPERATED BY A SINGLE EFFORT. EXTERIOR SWING DOORS PUSHED OR PULLED OPEN WITH A FORCE NOT EXCEEDING 8.5 LBF.SLIDING OF FOLDING DOORS SHALL BE OPERABLE BY A FORCE NOT EXCEEDING 5 LBF.INTERIOR IN SWING DOORS SHALL BE OPERABLE BY A FORCE NOT EXCEEDING 5LBF.

***ADA STANDARDS MEET WITH THE AMERICANS DISABILITY ACT GUIDELINES AND PER ANSI A117.1 REQUIREMENTS

ADA NOTES:

CAVITY INSULATION WITH R VALUE 15

EXTERIOR WALL, SEE WALLSECTION FOR INFO.

RIGID AIR BARRIER, MOISTURERESISTANT FOAM BOARD OR MOISTURETREATED PLYWOOD

MOISTURE RESISTANT GYPSUM 3/4"CONTINUES BEHIND TUB TO F.F.,EDGES CAULKED.

MODULAR SHOWER/TUB WALL, INSTALLED PERMANUFACTURER'S RECOMMENDATIONS

STANDARD 30" X 60" TUB FIBERGLASS. IF RESIDENCE REQUIRES ITTO BE A ADA COMPLIANT PROVIDE A MODULAR FIBERGLASS ROLLIN SHOWER APPROVED BY ANSI ANSI A117.1 WITH GRAB BARS ANDSEAT

SEE WALL SECTION ANDCRAWL SPACE DETAILS

CAULKING BETWEEN RIGIDBOARD AND FLOOR

CAULK BETWEEN TUB AND FLOORING

FLOORING T.B.D.

WASHER DRYER

BOTT

OM O

F BO

X TO

F.F

.

3' - 6

"

CL. T

O VE

NT T

O F.

F.0'

- 4 1/

4"

EDGE OF DRYER TO CL OF VENT

1' - 4"

NOTE: WASHING MACHINEBOX SHALL BE FIRE RATED ATALL FIRE RATED WALLS.APPLY DETAIL 2/A9.31

PARTITION WALL

F.F. VARIES

ELEVATION VIEW NOTE:

WHEN THE HOUSEHOLD IS REQUIRED TO BE ADACOMPLIANT WASHER AND DRYER SHALL BE FRONTLOADING ONLY AS APPROVED BYANSI A117.1

MACHINES TO ALIGN WITH OUTLETS, VENTS ANDBOXES

14254

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C

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A ROH L I NAPR

OFES S I ONAL

CERT. NO.52006RE

GISTERED


NORTH CAROLINASU

MMITDE

SIGN A


RALEIGH

StateLicense#:P0339

1110

Navaho

Drive,Suite

600Ra

leigh,NC

27609

Voice:(919)3

220115

Fax:(919)3

220116

www.Sum

mitD

E.ne

t

PROJECT NO.

DRAWN BY:

FIRST ISSUE DATE:

COPYRIGH

T©

2020

SUMMITDE

SIGN

ANDEN

GINE

ERINGSERV

ICES,THISDR

AWING&TH

EDE

SIGN

INTENT

OFTH

ISINSTRU

MEN

TOFSERV

ICEISTH

EVE

STED

PROPERT

YOFTH

EAR

CHITEC

T,WHICH

ARENO

TTO

BERE

PRODU

CEDIN

WHO

LEORIN

PART

BYAN

YMEA

NSORMETHO

DWITHO

UTEXPR

ESSWRITTEN

CONS

ENTOFTH

EAR

CHITEC

T.

CHECKED BY:

9/5/2020

11:20:06

AMC:\U

sers\bradley.m

cclung.SCE\Docum

ents\200170

Hayw

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20 0108.020

A500

09/07/20

BJM

BATHROOM DETAILS &MISC NOTES

THENO

RTHCA

ROLINA

OFFICE

OFRE

SILIEN

CYAN

DRE

COVE

RY(NCO

RR)

HAYW

OODII

BJM

3/8" = 1' 0"

TOILET ADA STANDARD DIMENSIONS

3/8" = 1' 0"

SHOWER ADA STANDARD DIMENSIONS

3/8" = 1' 0"

LAVATORY ADA STANDARD DIMENSIONS

3/8" = 1' 0"

DOOR ADA STANDARD DIMENSIONS

1" = 1' 0"

TUB WALL DETAIL

3/4" = 1' 0"

WASHER DRYER DETAIL

NO REVISIONS DATE

14254SEESESEESEESEESEESEESEEEEEESESESESESESEEESESEESEESEESEEEESEEEESEEESESSSSSSSSSSSSS ALALLLALALALALLLALALALLLALALALALALALLALALALLLALALLALALALLALALLLALALLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA

G

R TOL I N

AAAAAAAAAAAAAPRRRRRRRRRRRROOOOOOOOOOOOOOOOOOOOOOFE

SSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS I OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOONAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL

09/07/20

2-2

x12

2-2

x12

1' - 4" 26' - 0" 1' - 4"

1' -

4"

6' -

4"

47

' - 4

"1

' - 0

"

3/4" APA RATED PLYWOOD PLATFORM AT TRUSS BOTTOM CHORD,

SEE TRUSS PROFILE

ATTIC ACCESS, SEE ARCH

T-2

GA

BLE

TR

US

SE

S @

24

" O

.C.

@ 24" O.C.

T-1 HIP TRUSSES

6

S200

SIM.

6

S200

SIM.

4X4 (PT) PORCH POST, TYP.

6

S200

SIM.

2' - 2" 7' - 6" 6' - 8" 7' - 6" 2' - 2"

1' -

0"

RID

GE

LIN

E

2X

8 @

16"

O.C

.

5' - 6" 1' - 0"

2x8

@ 1

6"

O.C

.

2-2x12

2-2x12

MITER BEAMS OVER POST W/ (2) SIMPSON LCE4 CAP PLATES, TYP.

1' -

0"

4' -

8 1

/2"

17

' - 9

"5

' - 0

"1

' - 0

"

5' - 7" 1' - 0"

T-3

SC

ISS

OR

TR

US

SE

S @

24

" O

.C.

2-2x122-2x12

6"

1' -

0"

1' - 4" 1' - 4"

JACK T

RUSS

MITER BEAMS OVER POST W/ (2) SIMPSON LCE4 CAP PLATES, TYP.

JACK TR

USS

ALIGN TRUSS W/ KITCHEN WALL BELOW, SEE ARCH

7

S200

SIM.

4"

3-2

x10

3-2

x10

8"

6' -

4"

47

' - 4

"

26' - 0" 6' - 0"

2-2

X1

0 @

16"

O.C

.

2-2

X1

0 @

16"

O.C

.

1' - 6" 23' - 0" 1' - 6"

MT

L D

EC

K

SP

AN

DIR

2

S200

SIM.

4

S200

SIM.

8X16 FULLY GROUTED CMU PEDESTAL, TYP.

8" CMU STEM WALL W/ 4" MASONRY VENEER

5

S200

SIM.

8"X16" CRAWL SPACE VENT, TYP.

SLOPE LW CONC TOPPING 1/8" PER FOOT, 4" MIN THICKNESS

OPTIONAL WOOD FRAMED RAMP, SEE DETAILS 9/S200 THRU 13/S200, GEOMETRY AS REQD BY FINISHED FLOOR ELEVATION AND SITE LAYOUT

WOOD STEPS, SEE ARCH

4" SLAB ON GRADE W/ TURNDOWN EDGE AND BRICK LEDGE

WOOD STEPS, SEE ARCH

@ 1

6"

O.C

.

2X

8 (

PT

)

2-2

x10 (

PT

)

2-2x8 (PT)

4X4 (PT) POST, TYP.

1

S201

SIM.

1

S200

SIM.

15

S200

SIM.

2

S201

SIM.

5' - 7"

6' -

0"

17

' - 3

"4

' - 8

1/2

"

2

S200

SIM.

8' -

4"

7' -

9"

7' -

9"

7' -

9"

7' -

9"

8' -

0"

3-2

x10

2-2x8 (PT)

14

S200

SIM.

4X4 (PT) BRACE, TYP.

3

S200

SIM.

CRAWL SPACE ACCESS OPENING

2

S200

SIM.

13' - 0" 13' - 0"

CRAWL SPACE ACCESS DOOR

8

S200

SIM.

8" 8"

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SDH

GENERAL NOTES &

PLANS

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NO REVISIONS DATE

1/4" = 1'-0"2

ROOF FRAMING PLAN1/4" = 1'-0"

1FOUNDATION & FLOOR FRAMING PLAN

D E S I G N C R I T E R I A

1. BUILDING CODE:NORTH CAROLINA STATE BUILDING CODE: RESIDENTIAL CODE, 2018 EDITION

2. SNOW LOAD:IMPORTANCE FACTOR (Is): 1.0GROUND SNOW LOAD (Pg): 20 PSFTERRAIN CATEGORY: CEXPOSURE FACTOR (Ce): 1.0THERMAL FACTOR (Ct): 1.0

3. WIND LOAD:OCCUPANCY CATEGORY: IIBASIC WIND SPEED: UP TO 150 MPHEXPOSURE CATEGORY: CCOMPONENTS & CLADDING: CALCULATED PER ASCE 7-10

4. SEISMIC LOAD:IMPORTANCE FACTOR (Is): 1.0SITE CLASS: DSEISMIC DESIGN CATEGORY: B

5. LIVE LOADS:ROOF (MINIMUM): 20 PSFFLOOR: 40 PSFBALCONY / DECK: 60 PSF

G E N E R A L N O T E S:

1. STRUCTURAL MEMBERS, INCLUDING BEAMS, COLUMNS, JOISTS, TRUSSES, WALLS, SLABS AND BRACING ELEMENTS, ARE DESIGNED FOR THE FINAL DESIGN LOADS GIVEN ON THIS SHEET. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING, AS REQUIRED. SHORING IS TO BE DESIGNED TO PRECLUDE OVERSTRESSING OF ANY STRUCTURAL ELEMENT (AS REQUIRED AT ANY STAGE OF CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT.

2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ON-SITE SAFETY. AT A MINIMUM, THE CONTRACTOR IS TO RESEARCH AND IMPLEMENT ALL SAFETY REGULATIONS IN FORCE IN THE JURISDICTION OF THIS PROJECT. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE STRUCTURAL ENGINEER ANY STRUCTURAL DETAIL THAT WOULD PRODUCE AN UNSAFE CONDITION.

F O U N D A T I O N S

1. ALL FOUNDATION WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2018 NORTH CAROLINA RESIDENTIAL BUILDING CODE, CHAPTER 4.

2. THE BUILDING STRUCTURE IS DESIGNED FOR SUPPORT OF SPREAD AND STRIP FOOTINGS WITH AN ASSUMED ALLOWABLE NET SOIL BEARING PRESSURE OF 2000 PSF ON UNDISTURBED SOILS OR FILL COMPACTED TO 98% MAXIMUM DRY DENSITY.

3. ALL EXTERIOR FOUNDATIONS SHALL EXTEND BELOW THE FROST DEPTH SPECIFIC TO THE PROJECT SITE.

4. CRAWL SPACE VENTS SHALL BE 8"X16" MINIMUM AND SHALL BE LOCATED WITHIN 3 FEET OF EACH BUILDING CORNER. CRAWL SPACE DOOR MAY SERVE AS A VENT.

5. INSTALL A 6-MIL POLY VAPOR BARRIER CRAWL SPACE LINER.

S A W N L U M B E R A N D S H E A T H I N G

1. ALL LUMBER WORK SHALL COMPLY WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AWC NDS.

2. ALL MEMBERS SHALL BEAR AN APPROVED GRADE STAMP.3. ALL DIMENSIONAL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY

SHALL BE PRESERVATIVE TREATED.4. NAILS SHALL BE COMMON WIRE NAILS, UNLESS NOTED OTHERWISE.5. MULTI-PLY BEAMS SHALL BE FASTENED TOGETHER WITH 8d NAILS @ 16" O.C., T&B,

STAGGERED.6. U.N.O., ALL SHEATHING SHALL BE FASTENED WITH 8d COMMON NAILS AT 6" AND 12"

SPACING FOR EDGE AND FIELD, RESPECTIVELY. WALLS SHALL BE BLOCKED.WALL SHEATHING: 1/2" APA RATED OSBROOF SHEATHING: 1/2" APA RATED OSBSUBFLOOR: 3/4" APA RATED T&G PLYWOOD

7. WALL PANEL HORIZONTAL EDGES SHALL HAVE 8d COMMON NAILS @ 3" O.C.8. ROOF SHEATHING NAILING AT FIELD SHALL BE REDUCED TO 6" SPACING FOR

MINIMUM 48" DISTANCE FROM RIDGES, EAVES, AND GABLE ENDS.

C O N C R E T E B L O C K M A S O N R Y

1. ALL MASONRY WORK SHALL COMPLY WITH THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1 AND THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ACI 530.

2. HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C90, LIGHTWEIGHT, WITH A MIMIMUM COMPRESSIVE STRENGTH f'm = 1500 PSI ON THE NET BLOCK AREA.

3. MORTAR SHALL CONFORM TO ASTM C270 CEMENT TYPE M OR S. MINIMUM COMPRESSIVE STRENGTH TO BE 2000 PSI.

4. MASONRY GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8". MINIMUM COMPRESSIVE STRENGTH SHALL BE 3000 PSI AT 28 DAYS.

C O N C R E T E

1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI-301 AND THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI-318.

2. ALL REINFORCING STEEL IS TO BE TIED TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. TACK WELDING OF REINFORCING STEEL IS PROHIBITED.

3. ALL REINFORCING STEEL IS TO BE CONTINUOUS. AT SPLICE, REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 38 BAR DIAMETERS (#6 AND SMALLER) OR 48 BAR DIAMETERS (#7 AND LARGER).

4. ALL INTERESECTING STRIP FOOTINGS SHALL HAVE CORNER BARS.5. TYPICAL REINFORCING CLEAR COVER SHALL CONFORM TO ACI-318.

M A T E R I A L S

1. STEELBOLTS (WOOD FRAMING): ASTM A307BOLTS (ANCHOR): ASTM F1554 GRADE 36 METAL DECKING: ASTM A653 GRADE 80 (GALV 60)

2. REINFORCING STEELGENERAL REINFORCING: ASTM A615, fy = 60 KSIWELDED WIRE FABRIC: ASTM A185, IN FLAT SHEETS

5. REINFORCING STEEL (#3 AND LARGER) SHALL BE LAPPED A MINIMUM OF 72 BAR DIAMETERS.

6. ALL BLOCK CELLS SHALL BE FILLED SOLID WITH GROUT WHERE REINFORCING BARS OCCUR.

S T R U C T U R A L C O M P O S I T E L U M B E R

1. ALL STRUCTURAL COMPOSITE LUMBER WORK SHALL COMPLY WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AWC NDS.

2. ALL MEMBERS SHALL BEAR AN APPROVED GRADE STAMP.3. STRUCTURAL COMPOSITE LUMBER (SCL) DESIGN IS BASED ON THE FOLLOWING

MINIMUM DESIGN PROPERITES:

LVL: Fb = 2,600 PSI Fc⟂ = 750 PSIFv = 285 PSI E = 1,900 KSI

GLULAM: 24F-V5 SP/SP4. LVL MEMBERS SHALL BE PROTECTED FROM WEATHER ACCORDING TO THEIR

MANUFACTURER'S RECOMMENDATIONS. GLULAM BEAMS ARE TO BE PRESERVATIVE TREATED IF THEY ARE EXPOSED TO WEATHER.

P R E - E N G I N E E R E D W O O D T R U S S E S

1. ALL PRE-ENGINEERED WOOD TRUSS WORK SHALL COMPLY WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AWC NDS.

2. ALL MEMBERS SHALL BEAR AN APPROVED GRADE STAMP.3. TRUSS MANUFACTURER SHALL PROVIDE DRAWINGS AND CERTIFIED STRUCTURAL

CALCULATIONS PREPARED AND SEALED BY A QUALIFIED ENGINEER, REGISTERED IN NORTH CAROLINA. MNFR DRAWINGS SHALL INCLUDE AN ERECTION PLAN WITH DETAILS SHOWING ALL REQUIRED TRUSS PLATES, BLOCKING, BRIDGING, CONNECTION MATERIALS AND OTHER ITEMS AS REQUIRED TO PROVIDE A COMPLETE INSTALLATION.

4. CALCULATIONS SHALL CLEARLY INDICATE ALL DESIGN LOADS SHOWN ON THESE DRAWINGS AND OTHER LOADS AS REQUIRED. TRUSSES SHALL BE DESIGNED FOR "IN PLACE" LOADS AND MUST BE DESIGNED TO WITHSTAND ALL FABRICATING, TRANSPORTING, AND ERECTION STRESSES.

5. THE TRUSS PLATE MANUFACTURER SHALL BE A MEMBER OF THE TRUSS PLATE INSTITUTE. THE TRUSS FABRICATOR SHALL PARTICIPATE IN AN APPROVED THIRD PARTY QUALITY ASSURANCE PROGRAM THAT MEETS TRUSS PLATE INSTITUTE REQUIREMENTS.

6. DESIGN TRUSS TO WITHSTAND LOADS SHOWN ON DRAWING WITHOUT DEFLECTIONS GREATER THAN L/360 FOR FLOOR TRUSSES AND L/240 FOR ROOF TRUSSES.

7. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING SERVICE LOADS:TOP CHORD LIVE: 20 PSFTOP CHORD COLLATERAL: 15 PSFBOT CHORD COLLATERAL: 10 PSFTRUSS SELF WEIGHT: BY TRUSS MNFRWIND LOADS: CALCULATED BY TRUSS MNFR PER ASCE 7-10

3. CONCRETEFOOTINGS: f'c = 3000 PSI, NORMAL-WEIGHTSLAB-ON-GRADE: f'c = 3000 PSI, NORMAL-WEIGHTELEVATED SLABS: f'c = 3000 PSI, LIGHTWEIGHT (110 PCF MAX)

4. DIMENSIONAL LUMBERJOISTS, RAFTERS, & GIRDERS: SPF NO.2 OR BETTERWALL STUDS: SPF NO.2 OR BETTER

(3) 2x8 LUS28-3 (3) 2x12 HUS212-3

(2) 2x8 LUS28-2 (2) 2x12 HUS212-2

2x8 LUS28 2x12 LUS210

(3) 2x6 LUS26-3 (3) 2x10 HUS210-3

(2) 2x6 LUS26-2 (2) 2x10 HUS210-2

2x6 LUS26 2x10 LUS210

SIZE SIMPSON PART NO. SIZE SIMPSON PART NO.

FACE MOUNTED HANGER SCHEDULE

6' - 8" (2) 2X10 (2) 2X4 (3) 2x4

4' - 0" (2) 2X8 2X4 (2) 2x4

MAX OPENING SIZE JACK STUDS KING STUDS

HEADER SCHEDULE

CRAWL SPACE VENT CALCS: CRAWL SPACE W/ VAPOR BARRIER REQUIRES 1 SF VENT AREA PER 1500 SF CRAWL SPACE AREA

1226 SF CRAWL SPACE /1500 SF = 0.82 SF VENT AREA0.82 SF X 144 IN2/SF = 117.7 IN2

8"X16" VENTS W/ 50% FREE AIR SPACE = 64 IN2 FREE AIR PER VENT

117.7 IN2 /64 IN2 = 2 VENTS REQUIRED -> 8 VENTS PROVIDED

09/07/2020

10"

3"

CLR

(2) #5 EW

FULLY GROUTED CMU PEDESTAL

4" SOLID MASONRY PEDESTAL CAP

2' - 0" X 1' - 4"

3" CLR

2X8 (PT) SILL PLATE

3/4" APA RATED PLYWOOD SUBFLOOR JOIST, SEE PLAN

FLUSH GIRDER, SEE PLAN

NOTES:1. W.W.F. SHALL BE SUPPORTED ON

METAL CHAIRS DURING CONC POUR.2. METAL DECK SHALL BEAR 1"

MINIMUM AT SUPPORTS.

10"

1' -

4"

MIN

3"

CLR

2' - 0"

3" CLR

GRADE

W.W.F. 6X6 - W1.4XW1.4

4X4 (PT) POST, SEE PLAN

SIMPSON ABW44Z POST BASE W/ (1) 1/2"Ø X 3"

SIMPSON TITEN HD SCREW ANCHOR

2.0C20 METAL DECK W/ 4" MIN THK LW CONC TOPPING, FILL TOP COURSE SOLID DURING POUR

8"

4"

MIN

1"

CLR

8" CMU WALL, RUNNING BOND, GROUT CELLS SOLID AT REINFORCEMENT

(2) #5 CONT

#4 VERT @ 72" O.C., HOOK AROUND BOND BEAM REINF

4" MASONRY VENEER, SEE ARCH

#4 HOOKED DOWELS @ 72" O.C. W/ 19"

MIN LAP SPLICE

(1) #5 CONT

2' - 0"

3" CLR

10"

1' -

4"

MIN

GRADE

3"

CLR

3/4" APA RATED PLYWOOD SUBFLOOR

1/2" COMP BOND BREAK

METAL DECK W/ SLOPED LW CONC TOPPING

2-2X6 (PT) LEDGERW/ 5/8"Ø HOT-DIP GALV BOLTS @ 16" O.C. W/ NUT & WASHER

2 1

/2"


FULLY GROUTED BOND BEAM AT TOP COURSE W/ (1) #5 CONT

FLOOR JOIST, SEE PLAN

(2) #5 CONT


#4 HOOKED DOWELS @ 72" O.C. W/ 19" MIN LAP SPLICE

2-2X6 (PT) SILL PLATE W/ 1/2"Ø ANCHOR BOLTS @ 16" O.C.

AND 2"X1/8" SQUARE PLT WASHER (15" MIN EMBED)

2X4 @ 16" O.C. EXT STUD WALL W/ 1/2" OSB SHEATHING

2X4 @ 16" O.C. EXTERIOR STUD WALL W/ 1/2" OSB SHEATHING

PRE-ENGINEERED WOOD TRUSS @ 24" O.C.

(2) SIMPSON H2.5T HURRICANE TIE @ EACH TRUSS BRG

1/2" APA RATED OSB SHEATHING

NOTE: AS REQUIRED AT BEARING, BRIDGING OR BLOCKING BETWEEN TRUSSES BY MNFR.

FASTEN SHEATHING TO BOTH TOP PLATES W/ 8d

COMMON NAILS @ 3" O.C.

W.W.F. 6X6 - W1.4XW1.4


GROUT CAVITY SOLID BELOW GRADE

2-2X4 (PT) SILL PLATE W/ 1/2"Ø ANCHOR BOLTS @ 48" O.C. W/ 2"X1/8" SQUARE PLT WASHER (7" MIN EMBED)

4" #57 STONE SUB-BASE

(2) #5 CONT

2X4 @ 16" O.C.EXT STUD WALL W/ 1/2" OSB SHEATHING

4"

SE

E A

RC

H

GRADE

1' -

4"

MIN

10"

3"

CLR

GRADE SLAB

1"

CLR

NOTE: W.W.F. SHALL BE SUPPORTED ON METAL CHAIRS DURING CONC POUR.

8" 8"

3" CLR

5" MIN

7' - 0" MAX

PT STRINGER @ 16" O.C. MAX W/ SIMPSON LSC HANGER AT LEDGER

9" MIN

TREAD

8 1

/4"

MA

X

RIS

ER

PT 5/4" BOARDS, TYP.

16"X16"X2" CONCRETE PAVER ON GRADE @ STRINGER BASE

PT 2X LEDGER W/ (2) 3/16"Ø X 4" SIMPSON TITEN 2 MASONRY

SCREWS @ 16" O.C.

METAL DECK AND LW CONC TOPPING

NOTES:1. MASONRY SCREWS SHALL NOT BE

INSTALLED AT MORTAR JOINTS.2. SEE ARCH FOR STAIR DIMENSIONS.

METAL DECK AND LW CONC TOPPING

8" CMU STEM WALL

2X8 (PT) LEDGER W/ (2) 3/16"Ø X 4" SIMPSON

TITEN 2 MASONRY SCREWS @ 16" O.C.

PT 2X6 DECKING

2X8 (PT) @ 16" O.C. RAMP JOIST W/ SIMPSON LSC

HANGER AT LEDGER

NOTE: MASONRY SCREWS SHALL NOT BE INSTALLED AT MORTAR JOINTS.

NOTES: 1. GUARDRAILS ARE REQUIRED FOR ALL LOCATIONS WHERE THE TOP OF DECKING

IS 30" OR MORE ABOVE GRADE. SEE TYPICAL DETAILS.2. RAMP SLOPE SHALL NOT EXCEED 1 UNIT VERTICAL PER 12 UNITS HORIZONTAL.3. PROVIDE 36" MINIMUM EGRESS WIDTH.

SECTION A-A

AA

JOIST

FLUSH GIRDER

POST

(2) 5/8"Ø HOT-DIP GALV BOLTS W/ NUT & WASHER

4X4 (PT) POST, SPACED 9'-0" MAX ALONG

LENGTH OF RAMP

PT 2X6 DECKING

(2) 2X8 (PT) FLUSH GIRDER

2X8 (PT) JOIST @ 16" O.C. W/ SIMPSON LRU26Z HANGER

PT 2X6 DECKING

RAMP JOIST, SEE PLAN

PT 2X6 SILL PLATE

PT 2X RIM JOIST

EXSTG WALKWAY PAVING OR GRADE


GRADE2"

2' -

6"

MIN

EM

BE

D

1' - 0" DIA

SONOTUBE EMBED FOOTING, FILL SOLID W/ 3000 PSI CONC

4X4 (PT) POST, SPACED 9'-0" MAX ALONG LENGTH OF RAMP

SLOPE AWAY FROM POST

6"

3' -

0"

4X4 (PT) POST @ 48" O.C. MAX W/ (2) 5/8"Ø

HOT-DIP GALV BOLTS W/ NUT & WASHER

2X4 (PT) BOTTOM RAIL

2X4 (PT) TOP RAIL

2X6 (PT) CAP RAIL

2X2 (PT) BALUSTERS W/ 4" MAX CLR SPACING

PERIMETER FRAMING

4"

MA

X

10"

2' - 0"

3" CLR


FULLY GROUTED BOND BEAM AT TOP COURSE W/ (1) #5 CONT


FLOOR JOIST, SEE PLAN

2-2X10 (PT) SILL PLATE W/ 1/2"Ø ANCHOR BOLTS @ 16" O.C. W/ 2"X1/8" SQUARE PLT

WASHER (15" MIN EMBED)

1' -

4"

MIN

3"

CLR

GRADE

(2) #5 CONT

2X4 @ 16" O.C. EXT STUD WALL W/ 1/2"

OSB SHEATHING

#4 HOOKED DOWELS @ 72" O.C. W/ 19" MIN LAP SPLICE



2X RIM BOARD, MATCH FLOOR JOIST

FASTEN SHEATHING TO BOTH SILL PLATES W/ 8d

COMMON NAILS @ 3" O.C.

(3) 8d NAILS AT EACH BRACE

2X4 NAILER, FASTEN TO BRACE W/ (3) 10d NAILS, AND TO DIAG W/ (3) 10d NAILS

2X4 BRACE @ 8'-0" O.C. W/ (2) 16d NAILS AT EACH TRUSS BOT CHORD, 8'-0" MIN LENGTH

2X4 DIAGONAL BRACE @ 8'-0" O.C.

(2) 16d AT EACH END WALL

DROPPED END WALL TRUSS

2X4 @ 16" O.C. EXT STUD WALL W/ 1/2" OSB SHEATHING

SEE 2018 NCSBC: RESIDENTIAL CODE FIGURE R4506.7(b) FOR

REQD NAILING AT DBL TOP PLATE

2X4 @ 24" O.C.

(2) SIMPSON H2.5T HURRICANE TIE @ EACH RAFTER

PRE-ENGINEERED TRUSS @ 24" O.C.

FASTEN SHEATHING TO END WALL FRAMING W/

8d NAILS @ 4" O.C.

1/2" APA RATED OSB SHEATHING

PT 2X LEDGER, MATCH JOIST, W/ 5/8"Ø HOT-DIP

GALV BOLTS W/ NUT & WASHER @ 16" O.C.

PT 2X6 DECKING

PT JOIST, SEE PLANFLOOR JOIST, SEE PLAN

8" CMU STEM WALL



2X RIM BOARD, MATCH FLOOR JOIST

2X4 @ 16" O.C. EXT STUD WALL W/ 1/2"

OSB SHEATHING

45.0°

2' -

0"

MIN

4X4 (PT) BRACE W/ (2) SIMPSON KBS1Z KNEE-BRACE STABILIZER & (1) 5/8"Ø HOT-DIP GALV BOLT W/ NUT & WASHER

PT 2X6 DECKING

PT JOIST, SEE PLAN

(2) SIMPSON DJT14Z DECK TIES

@ EACH POST

PT 2-PLY RIM JOIST

4X4 (PT) DECK POST

2 1

/2"

PT 2-PLY DROP GIRDER, SEE PLAN

NOTE: AS REQD, SPLICE DROP GIRDERS OVER CENTER OF SIMPSON DECK TIE, USE NAILED OPTION.

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PROJECT NO.

DRAWN BY:

FIRST ISSUE DATE:

CO

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NTS1

TYPICAL PEDESTAL SECTION

NTS3

TYPICAL PORCH STEM WALL SECTION

NTS4

STEM WALL SECTION AT PORCH

NTS6

TYPICAL TRUSS BEARING SECTION

NTS5

TYPICAL SHED SLAB EDGE SECTIONNTS

8TYPICAL WOOD STAIR SECTION

NTS9

OPTIONAL RAMP LEDGER SECTION

NTS10

OPTIONAL RAMP INTERMEDIATE SUPPORT SECTIONNTS

13OPTIONAL RAMP LANDING SECTION

NTS11

OPTIONAL RAMP EMBED POST SECTION

NTS12

OPTIONAL RAMP HANDRAIL SECTION

NTS2

TYPICAL STEM WALL SECTION

NTS7

GABLE END WALL SECTION

NTS14

TYPICAL DECK LEDGER SECTION

NTS15

TYPICAL DECK GIRDER-TO-POST SECTION

09/07/2020

1' - 6 1/4" 25' - 7 1/2" 1' - 6 1/4"

3' -

4"

MIN

CLEAR OPENING FOR HVAC UNIT, SEE ROOF FRAMING PLAN & MEP PLAN FOR EXTENTS

3/4" APA RATED PLYWOOD PLATFORM AT HVAC UNIT, SEE ROOF FRAMING PLAN & MEP PLAN FOR EXTENTS

126

2X4 EXTERIOR STUD WALL, TYP.

NOTE: TRUSS BOTTOM CHORD SHALL BE DESIGNED FOR AN ADDITIONAL 50 PSF MECH LIVE LOAD AT HVAC PLATFORM.

1' -

0"

MIN

126

1' -

0"

MIN

6' - 4" 1' - 4"

SAWN LUMBER LEDGER

WOOD BEAM, SEE PLAN

WOOD POST (BEYOND)

1' -

0"

MIN12

4

PT 2X6 DECKING

PT JOIST, SEE PLAN

PT 2-PLY RIM JOIST

(2) SIMPSON DJT14Z DECK TIES @ EACH POST

PT POST, SEE PLAN

SEE PLAN

JOIST OVERHANG

PT 2-PLY DROP GIRDER, SEE PLAN

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5" MIN

9" MIN

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8 1

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MA

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4 1

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MIN

2 5

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MA

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PT PERIMETER GIRDER, SEE PLAN

7' - 0" MAX


PT STRINGER @ 16" O.C. MAX W/ SIMPSON LSC HANGER AT END

1' - 6 1/4" 25' - 7 1/2" 1' - 6 1/4"

126

2X4 EXTERIOR STUD WALL, TYP.

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1' -

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08/27/2020

SDH

DETAILS & TRUSS

PROFILES

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NO REVISIONS DATE

3/8" = 1'-0"4

GABLE TRUSS PROFILE, T-2

3/8" = 1'-0"3

HIP TRUSS PROFILE, T-1

NTS1

TYPICAL DECK JOIST SECTION

NTS2

TYPICAL DECK STAIR SECTION3/8" = 1'-0"

5SCISSOR TRUSS PROFILE, T-3

09/07/2020

HAYWOOD II - rebuild.nc.gov

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