BUILDING DATA
1080 TOTAL HEATED SF
84 SF FRONT PORCH
43 SF EXTERIOR STORAGE
9 SF EXTERIOR STORAGE (ROOM OFF REAR PORCH)
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)
14254
N
SEAL
J.
B
ARCHITECTRADL E Y McCL U
NG
C
ORT
A ROH L I NAPR
OFES S I ONAL
CERT. NO.52006RE
GISTERED
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
t
Contact:E Mail:Phone:Fax:
PROJECT NO.
DRAWN BY:
FIRST ISSUE DATE:
SHEET INDEX
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:
OWNER
ARCHITECT
Contact:E Mail:Phone:Fax:
Contact:E Mail:Phone:Fax:
8/26/20208:58:00PM
C:\U
sers\bradley.m
cclung.SCE\Docum
ents\200170
Whitney
IV20
Central_bradley.mcclung.rv
t
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
08/26/20
COVER SHEET
THENO
RTHCA
ROLINA
OFFICE
OFRE
SILIEN
CYAN
DRE
COVE
RY(NCO
RR)
WHITN
EYI
WHITNEY ITHE 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 DETAILS &TRUSS PROFILESS201 TRUSS PROFILES
PLUMBING &MECHANICALPM 100 PLUMBING AND HVAC
ELECTRICALE 100 ELECTRICAL
NO REVISIONS DATE
1425414254SEEESESEEESEEESESESEEESEESESEESEESESEESESEEEESEESESEESESEEEEESESESEEEESESESESEEEEESSSSSSSSSSSSSSSSSSSSSSSSS ALAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
G
ORT ROH L I N
APPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRROOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFEEEEEEE
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S II ONNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAL
08/26/20
WD
1A200
DW
4A200
3A200
2A200
1A300
2A300
4' 8" 26' 0"
5'4"
44'0
"
9'8"
12'0
"14
'4"
14' 0" 12' 0"
4' 0" 5' 6" 4' 2"10
'0"
4'0"
5' 8" 5' 8"
2'6"
10'6
1/2"
9'11
"
7' 7"
2'0"
5'0"
2'0"
9'11
"13
'01/2"
49'4
"
4"4"
9' 0" 8' 0" 9' 0"
2'0"
6'0"
5'10
"5'
6"
5'0"
4'11
"
C.O.
3'0"
3'0"
BEDROOM #2
BATH
BEDROOM #3
LIVING ROOM
MASTERBEDROOM
MASTER BATH
KITCHENDINING
STORAGE
5' 8" 5' 8"
22 1/2" x 54" PULL DOWNSTAIR COORDINATELOCATION W/TRUSSES
A4005
REF
2x6 WALL
4' 2" 3' 10"
8' 0" 5' 5" 11' 4"
1'11
"3'
4"1'
11"
1'4"
5'61/2"
3'41/2"
3'41/2"
2' 2" 2' 2"
2' 2 1/2" 5' 6" 5' 5"
4"
4' 8"
2' 2" 2' 2"5' 1" 8' 1"
13' 8 1/2"
2' 0"
16" DEEP PLAMCOUNTER @ 46"
A.F.F.
4" STUD POCKET
7' 0" HIGH CASEDOPENING
10" 3"
3' 5 1/2" 2' 1" 5' 2 1/2"
2' 1" 5' 2 1/2"
8'0"
3' 0"
2' 0"
2'1"
2' 8" x 5' 6"
2'8"
x5'
6"
2' 0" x 5' 6"
(2)2
'8"x
5'6"
3' 0"
2' 6"
2' 0" x 4' 0"
3' 0"
(2) 2' 0"
3' 0"
(2) 2' 0"
(2) 2' 0"
3' 0"
3' 0" (2) 2' 0"
1' 6"
3' 0"
1' 6"(2) 2' 0"3' 0"1' 6"
2'8"
x5'
6"2'
8"x5'
6"
2' 8" x 5' 6"
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" HIGH 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.
1,343
8.95
4.475
4.475
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
1A200
4A200
3A200
2A200
ASPHALT SHINGLES ON 30# ROOFINGFELT ON 1/2" CDX W/CLIPS ONWOOD FRAMING SEE STRUCTURALDRAWINGS FOR FRAMING
CONTINUOUS RIDGE VENT
5" ALUM. OGEE GUTTER OVER 5/4 x6FASCIA
6A400
7" / 12"
7"/1
2"7"
/12"
8" / 12"
6"/1
2"
8" / 12"
8" / 12"
4"/1
2"
14254
N
SEAL
J.
B
ARCHITECTRADL E Y McCL U
NG
C
ORT
A ROH L I NAPR
OFES S I ONAL
CERT. NO.52006RE
GISTERED
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
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:
8/26/20208:57:54PM
C:\U
sers\bradley.m
cclung.SCE\Docum
ents\200170
Whitney
IV20
Central_bradley.mcclung.rv
t
20 0108.020
A100
08/26/20
BJM
FLOOR PLAN, ROOFPLAN, AND NOTES
THENO
RTHCA
ROLINA
OFFICE
OFRE
SILIEN
CYAN
DRE
COVE
RY(NCO
RR)
WHITN
EYI
BJM
1/4" = 1' 0"1 FIRST FLOOR PLAN
1/4" = 1' 0"2 ROOF PLAN
NO REVISIONS DATE
14254SESESESESEESEEEEESESESEEEESEESESEEESESESESESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS ALALALALALALALALALLLALALALALALLLALALLLALLLLLALALLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
G
R TOL I N
APPPPPRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRROFE
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS IIIIIIIIIIIII OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOONAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLL
08/26/20
FINISH FLOOR0' 0"
TRUSS BEARING9' 0 1/2"
DOOR/WINDOW HEAD7' 0"
5/4 x 6 OR 1x6 FASCIA BOARD, PAINTED
MINIMUM 5/4 x4" CORNER TRIM, PAINTED
CONT. RIDGE VENT
16" DIA. GABLE VENT WITH 5/4 x 4"TRIM, PAINTED
ASPHALT SHINGLES ON 30# ROOFING FELTON 1/2" CDX W/CLIPS ON ROOF TRUSSES
5/4 x 4" PAINTED WINDOW TRIM, SIDESAND BOTTOM
BRICK VENEER FOUNDATION
P.T. WOOD TREADS AND RISERS
WATER TABLE DRIP CAP ON5/4 x "8 TRIM, PAINTED
PRESSURE TREATED, PAINTEDWOOD RAILING SEE DETAILS
ALUMINUM GUTTER
PAINTED FIBER CEMENTWRAP ON WOOD COLUMN
EXTERIOR LIGHT FIXTURESEE ELECTRICAL
DRAWINGS
ACCENT SIDING5/4 x 4" TRIM, PAINTED
16" DIA. GABLE VENT WITH 5/4 x 4"TRIM, PAINTED
MAX. 7" HORIZONTAL LAP SIDING,PAINTED
ALUMINUM DOWNSPOUT
5/4 x 6" PAINTEDWINDOW TRIM @ HEAD
8"
12"
8"
12"
8"
12"
FINISH FLOOR0' 0"
TRUSS BEARING9' 0 1/2"
2A300
DOOR/WINDOW HEAD7' 0"
5/4 x 6 OR 1x6 FASCIA BOARD, PAINTED
MINIMUM 5/4 x4" CORNERTRIM, PAINTED
CONT. RIDGE VENT
ASPHALT SHINGLES ON 30# ROOFING FELTON 1/2" CDX W/CLIPS ON ROOF TRUSSES
5/4 x 4" PAINTED WINDOW TRIM, SIDESAND BOTTOM
BRICK VENEERFOUNDATION
WATER TABLE DRIP CAP ON5/4 x "8 TRIM, PAINTED
PRESSURE TREATED, PAINTEDWOOD RAILING SEE DETAILS
ALUMINUM GUTTER
EXTERIOR LIGHT FIXTURESEE ELECTRICALDRAWINGS
5/4 x 4" UNDER EAVE TRIM,PAINTED
MAX. 7" HORIZONTAL LAP SIDING,PAINTED
ALUMINUM DOWNSPOUT
5/4 x 6" WINDOW PAINTEDWINDOW TRIM @ HEAD
ASPHALT SHINGLES ON 30#ROOFING FELT ON 1/2" CDXON WOOD FRAMING SEESTRUCTURAL DRAWINGS 8"
12"
5"
12"
8"
12"
FINISH FLOOR0' 0"
TRUSS BEARING9' 0 1/2"DOOR/WINDOW HEAD7' 0"
MINIMUM 5/4 x 4" CORNER TRIM,PAINTED
CONT. RIDGE VENT
ASPHALT SHINGLES ON 30#ROOFING FELT ON 1/2" CDXW/CLIPS ON ROOF TRUSSES
5/4 x 6 OR 1x6 FASCIA BOARD
BRICK VENEER FOUNDATION5/4 x 4" PAINTED WINDOW TRIM, SIDESAND BOTTOM
MAX. 7" HORIZONTAL LAP SIDING,PAINTED
ALUMINUM GUTTER
WATER TABLE DRIP CAP ON 5/4 x8" TRIM, PAINTED
P.T. WOOD TREADS ANDRISERS
PRESSURE TREATED,PAINTED WOOD RAILING
SEE DETAILS
ALUMINUM GUTTER
5/4 x 6 OR 1x6 FASCIABOARD, PAINTED
ASPHALT SHINGLES ON 30#ROOFING FELT ON 1/2" CDXW/CLIPS ON ROOF FRAMINGSEE STRUCTURAL DRAWINGS
MINIMUM 5/4x 4" CORNERTRIM, PAINTED
ALUMINUM GUTTER4"
12"
FINISH FLOOR0' 0"
TRUSS BEARING9' 0 1/2"
1A300
DOOR/WINDOW HEAD7' 0"
P.T. WOOD TREADS ANDRISERS
PRESSURE TREATED, PAINTEDWOOD RAILING SEE DETAILS
FIBER CEMENT WRAP ONWOOD COLUMN
5/4 x 6 OR 1x6 FASCIA BOARD
MINIMUM 5/4x 4" CORNERTRIM, PAINTED
CONT. RIDGE VENT
ASPHALT SHINGLES ON 30#ROOFING FELT ON 1/2" CDXW/CLIPS ON ROOF TRUSSES
5/4 x 6 OR 1x6 FASCIABOARD, PAINTED
BRICK VENEER FOUNDATION
5/4 x 4" PAINTED WINDOW TRIM, SIDES AND BOTTOM
MAX. 7" HORIZONTAL LAPSIDING,PAINTED
ALUMINUM GUTTER
WATER TABLE DRIP CAP ON5/4 x 8" TRIM, PAINTED
5/4 x 6" PAINTED WINDOW TRIM @ HEAD
P.T. WOOD TREADS,RISERS, AND DECKING
SEE STRUCTURALDRAWINGS
PRESSURE TREATED,PAINTED WOOD RAILING
SEE DETAILS
4"
12"
6"
12"
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"
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
N
SEAL
J.
B
ARCHITECTRADL E Y McCL U
NG
C
ORT
A ROH L I NAPR
OFES S I ONAL
CERT. NO.52006RE
GISTERED
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
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:
8/26/20208:57:55PM
C:\U
sers\bradley.m
cclung.SCE\Docum
ents\200170
Whitney
IV20
Central_bradley.mcclung.rv
t
20 0108.020
A200
08/26/20
BJM
EXTERIOR ELEVATIONS
THENO
RTHCA
ROLINA
OFFICE
OFRE
SILIEN
CYAN
DRE
COVE
RY(NCO
RR)
WHITN
EYI
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
1414444444144414414441444444144414441444141111111 254444444444444SEEEEESESESESESEEESEESEEESESEEEEEEEEEESEESEEEESESSSSSS ALALALLALALALALALLLALALALALALLLLALALALALLALALALLALLLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
ARCHITECCECECECCECCCCCECECECCCECCCECCCCCCECCCECECCECCCCCCCECCCCCCCCCECCEEEEEE TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTR NG
ORL I N
APPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPROFE
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS I ONAAAAAAAAAAAAAAAAAAAAAAAAAAAL
08/26/20
2'91_2 "
111/2"
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"
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
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 BLOCKING8"
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
14254
N
SEAL
J.
B
ARCHITECTRADL E Y McCL U
NG
C
ORT
A ROH L I NAPR
OFES S I ONAL
CERT. NO.52006RE
GISTERED
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
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:
8/26/20208:57:56PM
C:\U
sers\bradley.m
cclung.SCE\Docum
ents\200170
Whitney
IV20
Central_bradley.mcclung.rv
t
20 0108.020
A300
08/26/20
BJM
WALL SECTION ANDDETAILS
THENO
RTHCA
ROLINA
OFFICE
OFRE
SILIEN
CYAN
DRE
COVE
RY(NCO
RR)
WHITN
EYI
BJM
3/4" = 1' 0"1 WALL SECTION
3/4" = 1' 0"2 WALL SECTION @ SHED
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
142544SEESESESESEEESEESEEESESESEEEEEEESESESEEESEEEEEEESESESESESEEESSSSSSSSSSSSSSSSSSS ALALALALLLALALALALALALALALLALALLALLALALLALLALLAAAAAAAAAAAAAAAAAAAAAAAAAA
G
ORT OL I N
APPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRROOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOFEEEEEEEEEEEEEEE
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSS IIIIIIIIIIIIIIIIIIIIIIIIIII ONNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAL
08/26/20
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" x 3'H ATTICACCESS CLEARANCE
HVAC UNIT CLEARANCESEE MEP DRAWINGSFOR DETAILS
MEP NOTE: ATTIC ACCESS CLEARANCESHALL BE CLEAR FROM PIPES HVAC DUCTWORK
AND VENTS AND ELECTRICAL CONDUITS FOR FREEATTIC ACCESS AND SPACE FOR FOLDABLE LADDER
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.
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
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.
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"
14254
N
SEAL
J.
B
ARCHITECTRADL E Y McCL U
NG
C
ORT
A ROH L I NAPR
OFES S I ONAL
CERT. NO.52006RE
GISTERED
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
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:
8/26/20208:57:56PM
C:\U
sers\bradley.m
cclung.SCE\Docum
ents\200170
Whitney
IV20
Central_bradley.mcclung.rv
t
20 0108.020
A400
08/26/20
BJM
DETAILS
THENO
RTHCA
ROLINA
OFFICE
OFRE
SILIEN
CYAN
DRE
COVE
RY(NCO
RR)
WHITN
EYI
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 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
NO REVISIONS DATE
1/2" = 1' 0"10 ROOF VENT DETAIL
NOT TO SCALE REFER TO NOTES
1 1/2" = 1' 0"13 EXT. DRYER WALL VENT DETAIL
14254SESESESESSESESESEEESESESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS ALLALLLLALALLALALALLALALALALALALALLLALALLALALALLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
G
ORT OL I N
APPPPPPPRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRROFE
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS IIIIIIIIIIIIIIIIIII OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOONNAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLL
08/26/20
STANDARDWHEELCHAIR 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
ADA MODULAR SHOWER WALLS
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 RESIDENCEREQUIRES IT TO BE A ADA COMPLIANT PROVIDE AMODULAR FIBERGLASS ROLL IN SHOWER APPROVED BYANSI ANSI A117.1 WITH GRAB BARS AND SEAT
SEE WALL SECTION AND CRAWL SPACEDETAILS
CAULKING BETWEEN RIGIDBOARD AND FLOOR
CAULK BETWEEN TUB AND FLOOR
FLOOR FINISH 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 ADA COMPLIANTWASHER AND DRYER SHALL BE FRONT LOADING ONLY AS APPROVED BYANSI A117.1
MACHINES TO ALIGN WITH OUTLETS, VENTS AND BOXES
14254
N
SEAL
J.
B
ARCHITECTRADL E Y McCL U
NG
C
ORT
A ROH L I NAPR
OFES S I ONAL
CERT. NO.52006RE
GISTERED
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
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:
8/26/20208:57:57PM
C:\U
sers\bradley.m
cclung.SCE\Docum
ents\200170
Whitney
IV20
Central_bradley.mcclung.rv
t
20 0108.020
A500
08/26/20
BJM
BATHROOM DETAILS &MISC NOTES
THENO
RTHCA
ROLINA
OFFICE
OFRE
SILIEN
CYAN
DRE
COVE
RY(NCO
RR)
WHITN
EYI
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
NO REVISIONS DATE
3/4" = 1' 0"
WASHER DRYER DETAIL
1425222222222222222222 4SESESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS ALALALALALALALLALALALLALALALALALLLLALLLLALALLLLLLLALLLLLLALLLLALALALLLALAAAAAAA
ARCHITECTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT NG
R L I NAPR
OFES SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS IIIIIIIIIIIIIIIIIII OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOONAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
08/26/20
3/4" APA RATED PLYWOOD PLATFORM AT TRUSS BOTTOM CHORD,
SEE TRUSS PROFILE
ATTIC ACCESS, SEE ARCH
6
S200
SIM.
6
S200
SIM.
2X8 @ 24" O.C.
6
S200
SIM.
1' -
0"
4' -
10
"
1' -
0"
9' -
8"
12
' -
0"
14
' -
4"
5' -
4"
2' -
0"
2' - 0" 13' - 4" 12' - 0" 1' - 4"
7' - 0" 6' - 4"
1' -
0"
44
' -
0"
1' -
0"
2-2x12
RID
GE
LIN
E
6
S200
SIM.
RIDGE LINE
T-3
GA
BLE
TR
US
SE
S @
24
" O
.C.
@ 2
4"
O.C
.
T-2
GA
BL
E T
RU
SS
ES
HATCHED REGION INDICATES TRUSS OVERFRAMING
STICK FRAME PORCH W/ 2X6 @ 16" O.C. RAFTERS &
CEILING JOISTS W/ OPTION TO TRUSS FRAME
MITER BEAMS OVER POST W/ (2) SIMPSON
LCE4 CAP PLATES, TYP.
7
S200
SIM.
1' - 0" 7' - 0" 9' - 6"
1' - 4" 4' - 8" 26' - 0"2-2
x12
1' - 4"
1' - 0"
4X4 (PT) PORCH POST, TYP.
1' -
4"
1' -
4"
1' - 4"
1' -
0"
JACK T
RUSS
JACK TR
USS
HATCHED REGION INDICATES TRUSS OVERFRAMING
GIR
DE
R T
RU
SS
RID
GE
LIN
E
@ 2
4"
O.C
.
T-1
HIP
TR
US
SE
S
7
S200
SIM.
2x10
HIP
4' - 8" 14' - 4" 11' - 8"
MT
L D
EC
K
SP
AN
DIR
1
S200
SIM.
2
S200
SIM.
2
S200
SIM.
2
S200
SIM.
2
S200
SIM.
8" CMU STEM WALL W/ 4" MASONRY VENEER
5
S200
SIM.
8"X16" CRAWL SPACE VENT, TYP.
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
26' - 0"
4" SLAB ON GRADE W/ TURNDOWN EDGE AND BRICK LEDGE
WOOD STEPS, SEE ARCH
8"
5' -
4"
14
' -
4"
12
' -
0"
9' -
8"
3-2
X10
3-2
X10
6' -
2"
5' -
10
"5
' -
10
"5
' -
10
"5
' -
10
"6
' -
6"
6' -
0"
6' -
0"
2X
10 @
16
" O
.C.
2X
10 @
16
" O
.C.2
X1
0 @
16
" O
.C.
5' -
4"
8' - 0" 9' - 0"
44
' -
0"
30' - 8"
8" 13' - 4" 12' - 0"
3-2
X10
4X4 (PT) PORCH POST, TYP.
3-2
X10
1' -
0"
2X
8 (
PT
) @
16
" O
.C.
1' -
0"
4"
8
S200
SIM.
4
S200
SIM.
3
S200
SIM.
2-2
x10 (
PT
)
2-2x8 (PT)
4X4 (PT) POST, TYP.
4X4 (PT) BRACE, TYP.
8X16 FULLY GROUTED CMU PEDESTAL, TYP.
SLOPE LW CONC TOPPING 1/8" PER FOOT, 4" MIN THICKNESS
CRAWL SPACE ACCESS OPENING
CRAWL SPACE ACCESS DOOR
14
S200
SIM.
1
S201
SIM.
15
S200
SIM.
2
S201
SIM.
Sta
te L
ice
nse
#:
P-0
33
9
11
10
Na
vah
o D
rive
, S
uit
e 6
00
Ra
leig
h,
NC
27
60
9
Vo
ice
: (9
19
) 3
22
-01
15
Fa
x: (
91
9)
32
2-0
11
6
ww
w.S
um
mit
DE
.ne
t
PROJECT NO.
DRAWN BY:
FIRST ISSUE DATE:
CO
PY
RIG
HT
© 2
02
0 S
UM
MIT
DE
SIG
N A
ND
EN
GIN
EE
RIN
G S
ER
VIC
ES
, T
HIS
DR
AW
ING
& T
HE
DE
SIG
N IN
TE
NT
OF
TH
IS IN
ST
RU
ME
NT
OF
SE
RV
ICE
IS
TH
E V
EST
ED
PR
OP
ER
TY
OF T
HE
AR
CH
ITE
CT
, W
HIC
H A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D IN
WH
OLE
OR
IN
PA
RT
BY
AN
Y M
EA
NS
OR
ME
TH
OD
WIT
HO
UT
EX
PR
ES
SW
RIT
TE
N C
ON
SE
NT
OF
TH
E A
RC
HIT
EC
T.
CHECKED BY:
8/2
7/2
02
0 1
:07
:49
PM
C:\
Use
rs\j
ose
ph
.ba
llo
ni\
De
skto
p\T
ASK
#8
- W
hit
ne
y I
- R
20
.rvt
20-0170.400
S100
08/26/2020
SDH
GENERAL NOTES &
PLANS
TH
E N
OR
TH
CA
RO
LIN
A O
FFIC
E O
F R
ES
ILIE
NC
Y A
ND
RE
CO
VE
RY
(N
CO
RR
)
WH
ITN
EY
I
JWB
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 PSI
Fv = 285 PSI E = 1,900 KSIGLULAM: 24F-V5 SP/SP
4. 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
1020 SF CRAWL SPACE /1500 SF = 0.68 SF VENT AREA0.68 SF X 144 IN2/SF = 97.9 IN2
8"X16" VENTS W/ 50% FREE AIR SPACE = 64 IN2 FREE AIR PER VENT
97.9 IN2 /64 IN2 = 2 VENTS REQUIRED -> 8 VENTS PROVIDED
NO REVISIONS DATE
08/26/2020
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
10"
2' - 0"
3" CLR
8" CMU WALL, RUNNING BOND, GROUT CELLS SOLID AT REINFORCEMENT
FULLY GROUTED BOND BEAM AT TOP COURSE W/ (1) #5 CONT
4" MASONRY VENEER, SEE ARCH
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
3/4" APA RATED PLYWOOD SUBFLOOR
#4 VERT @ 72" O.C., HOOK AROUND BOND BEAM REINF
2X RIM BOARD, MATCH FLOOR JOIST
FASTEN SHEATHING TO BOTH SILL PLATES W/ 8d
COMMON NAILS @ 3" O.C.
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"
8" CMU WALL, RUNNING BOND, GROUT CELLS SOLID AT REINFORCEMENT
FULLY GROUTED BOND BEAM AT TOP COURSE W/ (1) #5 CONT
FLOOR JOIST, SEE PLAN
(2) #5 CONT
#4 VERT @ 72" O.C., HOOK AROUND BOND BEAM REINF
#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
4" MASONRY VENEER, SEE ARCH
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) @ 16" O.C. JOIST W/ SIMPSON LRU26Z HANGER
PT 2X6 DECKING
RAMP JOIST, SEE PLAN
PT 2X6 SILL PLATE
PT 2X RIM JOIST
EXSTG WALKWAY PAVING OR GRADE
16"X16"X2" CONCRETE PAVER ON GRADE @ STRINGER BASE
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
(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
4" MASONRY VENEER, SEE ARCH
3/4" APA RATED PLYWOOD SUBFLOOR
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.
Sta
te L
ice
nse
#:
P-0
33
9
11
10
Na
vah
o D
rive
, S
uit
e 6
00
Ra
leig
h,
NC
27
60
9
Vo
ice
: (9
19
) 3
22
-01
15
Fa
x: (
91
9)
32
2-0
11
6
ww
w.S
um
mit
DE
.ne
t
PROJECT NO.
DRAWN BY:
FIRST ISSUE DATE:
CO
PY
RIG
HT
© 2
02
0 S
UM
MIT
DE
SIG
N A
ND
EN
GIN
EE
RIN
G S
ER
VIC
ES
, T
HIS
DR
AW
ING
& T
HE
DE
SIG
N IN
TE
NT
OF
TH
IS IN
ST
RU
ME
NT
OF
SE
RV
ICE
IS
TH
E V
EST
ED
PR
OP
ER
TY
OF T
HE
AR
CH
ITE
CT
, W
HIC
H A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D IN
WH
OLE
OR
IN
PA
RT
BY
AN
Y M
EA
NS
OR
ME
TH
OD
WIT
HO
UT
EX
PR
ES
SW
RIT
TE
N C
ON
SE
NT
OF
TH
E A
RC
HIT
EC
T.
CHECKED BY:
8/2
6/2
02
0 7
:20
:05
PM
C:\
Use
rs\j
ose
ph
.ba
llo
ni\
De
skto
p\T
ASK
#8
- W
hit
ne
y I
- R
20
.rvt
20-0170.400
S200
08/26/2020
SDH
DETAILS
TH
E N
OR
TH
CA
RO
LIN
A O
FFIC
E O
F R
ES
ILIE
NC
Y A
ND
RE
CO
VE
RY
(N
CO
RR
)
WH
ITN
EY
I
JWB
NTS1
TYPICAL PEDESTAL SECTION
NTS2
TYPICAL STEM WALL 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
NTS7
GABLE END WALL SECTION
NTS14
TYPICAL DECK LEDGER SECTION
NTS15
TYPICAL DECK GIRDER-TO-POST SECTION
NO REVISIONS DATE
08/26/2020
5' - 6 1/4" 1' - 6 1/4"
GIRDER TRUSS, SEE PLAN 1
' - 0
" M
IN
12
8
2X4 EXTERIOR STUD WALL, TYP.
1' - 6 1/4" 11' - 7 1/2" 1' - 6 1/4"
2X4 EXTERIOR STUD WALL, TYP.
12
8
1' -
0"
MIN
1' -
0"
MIN
12
8
1' - 6 1/4" 25' - 7 1/2" 1' - 6 1/4"
1' -
0"
MIN
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
2X4 EXTERIOR STUD WALL, TYP.
NOTE: TRUSS BOTTOM CHORD SHALL BE DESIGNED FOR AN ADDITIONAL 50 PSF MECH LIVE LOAD AT HVAC PLATFORM.
12
8
1' -
0"
MIN
12
8
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
(1) SIMPSON H2.5T HURRICANE TIE @ EACH JOIST BEARING
5" MIN
9" MIN
TREAD
8 1
/4"
MA
X
RIS
ER
PT 5/4" BOARDS, TYP.
4 1
/8"
MIN
2 5
/8"
MA
X
SIMPSON LSC HANGER @ EACH STRINGER
PT PERIMETER GIRDER, SEE PLAN
7' - 0" MAX
16"X16"X2" CONCRETE PAVER ON GRADE @ STRINGER BASE
PT STRINGER @ 16" O.C. MAX W/ SIMPSON LSC HANGER AT END
Sta
te L
ice
nse
#:
P-0
33
9
11
10
Na
vah
o D
rive
, S
uit
e 6
00
Ra
leig
h,
NC
27
60
9
Vo
ice
: (9
19
) 3
22
-01
15
Fa
x: (
91
9)
32
2-0
11
6
ww
w.S
um
mit
DE
.ne
t
PROJECT NO.
DRAWN BY:
FIRST ISSUE DATE:
CO
PY
RIG
HT
© 2
02
0 S
UM
MIT
DE
SIG
N A
ND
EN
GIN
EE
RIN
G S
ER
VIC
ES
, T
HIS
DR
AW
ING
& T
HE
DE
SIG
N IN
TE
NT
OF
TH
IS IN
ST
RU
ME
NT
OF
SE
RV
ICE
IS
TH
E V
EST
ED
PR
OP
ER
TY
OF T
HE
AR
CH
ITE
CT
, W
HIC
H A
RE
NO
T T
O B
E R
EP
RO
DU
CE
D IN
WH
OLE
OR
IN
PA
RT
BY
AN
Y M
EA
NS
OR
ME
TH
OD
WIT
HO
UT
EX
PR
ES
SW
RIT
TE
N C
ON
SE
NT
OF
TH
E A
RC
HIT
EC
T.
CHECKED BY:
8/2
6/2
02
0 7
:20
:06
PM
C:\
Use
rs\j
ose
ph
.ba
llo
ni\
De
skto
p\T
ASK
#8
- W
hit
ne
y I
- R
20
.rvt
20-0170.400
S201
08/26/2020
SDH
DETAILS & TRUSS
PROFILE
TH
E N
OR
TH
CA
RO
LIN
A O
FFIC
E O
F R
ES
ILIE
NC
Y A
ND
RE
CO
VE
RY
(N
CO
RR
)
WH
ITN
EY
I
JWB
3/8" = 1'-0"3
HIP TRUSS PROFILE, T-13/8" = 1'-0"
4GABLE TRUSS PROFILE, T-2
3/8" = 1'-0"5
GABLE TRUSS PROFILE, T-3
NTS1
TYPICAL DECK JOIST SECTION
NTS2
TYPICAL DECK STAIR SECTION
NO REVISIONS DATE
08/26/2020