HAYWOOD II - rebuild.nc.gov
Transcript of 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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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
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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
RY(NCO
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
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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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ARCHITECTRADL E Y McCL U
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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:
9/5/2020
11:20:02
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20 0108.020
A100
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
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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"
TRUSS BEARING9' 0 1/2"
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
DOOR/WINDOW HEAD7' 0"
5/4 x 6" PAINTED WINDOWTRIM @ TOP
4"
12"
7"
12"
7"
12"
FINISH FLOOR0' 0"
TRUSS BEARING9' 0 1/2"
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
DOOR/WINDOW HEAD7' 0"
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"
TRUSS BEARING9' 0 1/2"
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
DOOR/WINDOW HEAD7' 0"
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
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:
9/5/2020
11:20:03
AMC:\U
sers\bradley.m
cclung.SCE\Docum
ents\200170
Hayw
oodIIV2
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ntral_bradley.mcclung.rv
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20 0108.020
A200
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
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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
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:
9/5/2020
11:20:04
AMC:\U
sers\bradley.m
cclung.SCE\Docum
ents\200170
Hayw
oodIIV2
0Ce
ntral_bradley.mcclung.rv
t
20 0108.020
A300
09/07/20
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
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:
9/5/2020
11:20:05
AMC:\U
sers\bradley.m
cclung.SCE\Docum
ents\200170
Hayw
oodIIV2
0Ce
ntral_bradley.mcclung.rv
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 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
NOT TO SCALE REFER TO NOTES
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
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:
9/5/2020
11:20:06
AMC:\U
sers\bradley.m
cclung.SCE\Docum
ents\200170
Hayw
oodIIV2
0Ce
ntral_bradley.mcclung.rv
t
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
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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"
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) 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
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
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.
(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.
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SDH
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TH
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NC
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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
(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
1' - 6 1/4" 25' - 7 1/2" 1' - 6 1/4"
126
2X4 EXTERIOR STUD WALL, TYP.
1' -
0"
MIN
1' -
0"
MIN
126
123
123
Sta
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PROJECT NO.
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FIRST ISSUE DATE:
CO
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CHECKED BY:
PRELIM
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NO
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STRU
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9/5
/20
20
10
:24
:25
AM
C:\
Use
rs\j
ose
ph
.ba
llo
ni\
De
skto
p\T
AS
K #
11
- H
ayw
oo
d I
I -
R2
0.r
vt
20-0170.400
S201
08/27/2020
SDH
DETAILS & TRUSS
PROFILES
TH
E N
OR
TH
CA
RO
LIN
A O
FFIC
E O
F R
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ILIE
NC
Y A
ND
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CO
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(N
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HA
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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