doe run unit 6

A1

CO

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UNIT 6BUCKLEY

DO

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LLC

HOUSE FOOTPRINT INCLUDINGCOVERED PATIO AREAS: 1878 S.F.

NOTE: LOT COVERAGE CALCULATIONS FOR 9-UNITDEVELOPMENT INCLUDED ON PAGE A2.

LOT COVERAGE

DOE RUN

2317 SUNDOWN COURTANACORTES, WASHINGTON

main floor conditioned: 1193 s.f.

upper floor conditioned: 1492 s.f.

total conditioned: 2685 s.f.

garage: 453 s.f.

main fl. covered patio at front: 14 S.F.

main fl. covered patio at back: 176 S.F.

upper fl. covered balcony: 98 s.f.

total covered outdoor space: 288 S.F.

SQ. FT. INFO.

A1 COVER PAGE

A2 overall SITE PLAN

A3 landscape plan

A4 FOUNDATION PLAN

A5 foundation details

A6 MAIN FLOOR PLAN with shear wall notes

A7 UPPER FLOOR PLAN with shear wall notes

A8 LOWER ROOF & UPPER FLOOR FRAMING PLAN

A9 UPPER ROOF FRAMING PLAN & DETAILS

A10 BUILDING SECTIONS

A11 ELEVATIONS NORTH & EAST

A12 ELEVATIONS SOUTH & WEST

S1 STRUCTURAL DRAWINGS

s2 structural drawings

DRAWING INDEX

downspout and footing drains to betightlined in 4" pvc and connected to 12"pvc main line. 12" pvc to be run towardsoutheast of property to detention pondas noted on site plan.

KEEP DRIVEWAYS/PAVED AREAS SLOPING AWAYFROM buildings.

note: for complete drainage plans see civilengineering set page c3 'driveway,drainage, sewer and water plans & detail'and c4 'bioretention swale & pondmodifications details'

DRAINAGE NOTES

house will be heated by furnace located inattic or garage.

water will be heated by tankless waterheater located in garage.

WATER SUPPLIED BY city of anacortes.

GENERAL NOTES

SITE ADDRESS:2317 SUNDOWN COURTANACORTES, WASHINGTON 98221

PARCEL #: P133756ASSESSOR'S TAX #: 4771-100-000-0000QTR: sw, sec: 21, twn: 35, rng: 01PARCEL SIZE: 1.67 acres (73,962 s.f.)

Property owner:doe run at sunset cove estates, llc1004 commercial ave. #547anacortes, washington 98221

PROPERTY INFO.

PARCEL #: P133756

AT SUNSET COVE ESTATES

UNIT 6BUCKLEY

CONTRACTOR TO INSTALL SILT FENCING ON DOWNSLOPE SIDE OF ENTIRE EXTENTS OF EACH SITE UNDERCONSTRUCTION. SILT FENCING TO REMAIN UNTIL ALLCONSTRUCTION IS COMPLETED AND LANDSCAPE IS INPLACE.

IN ADDITION TO SILT FENCING COVER ALLstockpiled soil with straw or visqueen

note: for complete erosion control detailsand specifications see civil engineering setpage c2 'site plan & erosion control &grading' AND PAGE C5 'ECS DETAILS'

EROSION CONTROLNOTES

CONSTRUCTION WILL COMPLY WITH:

BUILDING & STRUCTURAL 2015 IRC

MECHANICAL 2015 IRC

PLUMBING 2015 UPC

ENERGY & VENTILATION 2015 WSEC

BUILDING CODES

OPTION DESCRIPTION CREDITS

ENERGY CREDITS

1A EFFICIENT BUILDING ENVELOPE:vertical fenestration u = 0.28 for every windowslab on grade r-10 perimeter underunconditioned space (garage) & under entire conditioned space. 0.5

2A AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION:all house ventilation met with high efficiencyfan (MAX. 0.35 WATTS/CFM) not interlocked withfurnace fan. blower test results to BE 3.0 AIRCHANGES PER HOUR MAXIMUM. COMPLIANCE BASED ON R402.4.1.2. 0.5

3A HIGH EFFICIENCY HVAC EQUIPMENT:gas furnace with minimum afue of 94% 1.0

5C EFFICIENT WATER HEATING:gas water heater with minimum ef of 0.91 1.5

TOTAL CREDITS 3.5

THIS RESIDENCE IS A MEDIUM DWELLING UNIT (1500 - 5000 S.F.)WHICH WILL REQUIRE 3.5 CREDITS

NOTE: SQUARE FOOTAGE IS MEASURED TO THEOUTSIDE FACE OF WALLS OF ALL FINISHED SPACE.STAIRWELLS ARE COUNTED ONCE, APPROX. HALFON TOP FLOOR, HALF ON BOTTOM. OPEN TOBELOW SPACES ARE NOT INCLUDED INCALCULATIONS. GARAGE AND UNCONDITIONEDAREAS ARE CALCULATED SEPARATELY.

pg # title COMMENTS REVISIONS

MAIN FLOOR FIRE AREA: 1878 S.F.

UPPER FLOOR FIRE AREA: 1636 S.F.

TOTAL FIRE AREA: 3514 S.F.

NEAREST FIRE HYDRANT: 50' TO west OFPROPERTY LINE AS SHOWN ON PAGE A2

FIRE AREA

setback

20'-0"

20'-0

"

20'-0

"

setb

ack

15'-0"

20'-0

"

33'-3 1/2"

129'-11 3

/4"

6'-0"

22'-11 3/4"

2417 sundown ct.1825 s.f. footprint

15'-1"

2413 sundown ct.2142 s.f.footprint

28'-11"

26'-0 3/4"

23'-9 1/

2"

20'-0"

16'-2

3/4

"16

'-0

"

CENTRALCOMMON AREA


15'-0"

BUCKLEY

BUCKLEY

BUCKLEY

DARBY




6'-0"

3'-6 3

/4"

15'-0

"3'-6 1/4

"

24'-6"

7'-0

"

8 1/2

"

DARBY

1

2 LOCKHART

3

4

6

5

12'-6"

32'-1

1 3/4

"

5'-9"

66'-11 1/4

"27

'-8 3

/4"

15'-0

"

11'-10"

81'-

1 1/4"

30'-0"

59'-5 1/2

"

35'-0"

1'-6"

20'-0"

8

6"

20'-0

"

1'-0"

20'-0

"

6"

9'-6

3/4"

13'-2 1/4"

20'-0

"20

'-0

"

20'-0

"

20'-0

"

20'-0"

66'-0

"

57'-0

"

41'-0"32'-0"

35'-0

"

41'-

0"

2'-5 3/4" 41'-10"66'-0"54'-6"57'-0"6"

32'-0

"41'-

0"

20'-0

"

setb

ack

20'-0

"

setb

ack

30

'-0

"

COM

MON/B

UFFER

66'-0"

59'-5 1/2"

37'-9

3/4

"

20'-0

3/4

"

20'-0

"

EXIST. PONDACCESS

sd

sdco

project datumtop of monument incase elev. = 115.83'

exist. 12" a

ds

sd

sd

sd

ss

ss

8"

pvc s

s

sscoss

wa

wa

ss

ssco

ex.ssco

ssco

watermeters

sd

sd

sd

slope0.75%

COM

MON D

RIVE 1

COMMON DRIVE 2

wa

WATER

WATER

ex. sDex. sS

EX. W

ATER

EX. SD

EX. SD

SS

SD

EX. WATER

EX. WATE

R

EX. WATER

EX. FIREHYDRANT

ss

ex. WATER

SS

WA

watermeters

water

wa

wa

WATER

EX. 12

" ADS S

D

SS

SS

SS

SS

SWALE

SS

EX. SS

EX. S

S

SDCO EX. SD

EX. S

D

EX. SD

SD

SDCO EX. SD

SD

SD

50

'-0

"

SLOPE

1%

EX. WATE

R

20' SANITARY SEWER EASEMENT

(EXIST. BUILDING)

(EXIST. BUILDING)

WA

DARBY


9

LOCKHART2315 sundown ct.2142 s.f. footprint

7

57'-0"

20'-0"

setback

24'-9 1/2"

59'-5 1/2"

10'-0

"

10' utilityeasement

10'-0"10'-0"

10' utilityeasement

35'-0

"

LOCKHART2309 sundown ct.2142 s.f.footprint

(alt version)

(alt version)

32'-0

"

PAVED COMMON DRIVE

PAVED DRIVEWAY

CENTRAL COMMON AREA

PROPERTY LINE

BUILDING SETBACK

LINE OF BUILDING FOOTPRINT

UTILITY LINE

PAVED COMMON DRIVE

PAVED DRIVEWAY

CENTRAL COMMON AREA

PROPERTY LINE

BUILDING SETBACK


UTILITY LINE

OV

ER

ALL S

ITE

PLA

N

OVERALL SITE PLAN

UNIT # BUILDING FOOTPRINT (INCL.

COVERED PORCHES)

LOT COVERAGE

BUILDING FOOTPRINTS

PAVED SURFACES

COMMON AREA

COMMON DRIVES 5114 S.F.

DRIVEWAYS 5745 S.F.

TOTAL PAVED: 10,859 S.F.

CENTRAL COMMON AREA 6154 S.F.

DOE RUN AT SUNSET COVE ESTATESOVERALL SITE PLAN

for complete erosion control details andspecifications see civil engineering setpage c2 'site plan & erosion control &grading' AND PAGE C5 'ECS DETAILS'

FOR COMPLETE DRAINAGE PLANS SEE CIVILENGINEERING SET PAGE C3 'DRIVEWAY,DRAINAGE, SEWER AND WATER PLANS & DETAIL'AND C4 'bioretention swale & pondmodifications details'

A2

UNIT 6BUCKLEY

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PROJECT DETAILSDOE RUN AT SUNSET COVE ESTATES IS A 9-UNITDEVELOPMENT, FEATURING 3 DIFFERENT HOUSEMODELS: DARBY, BUCKLEY, AND LOCKHART.THERE WILL BE 3 OF EACH MODEL, PLACED ASSPECIFIED IN THE OVERALL SITE PLAN.

lot is 1.67 acres (73,962 s.f.)

EROSION CONTROL& DRAINAGE NOTES

LEGEND

UNIT 1 1825 S.F.

UNIT 2 1878 S.F.

UNIT 3 2124 S.F.

UNIT4 1825 S.F.

UNIT 5 1825 S.F.

UNIT 6 1878 S.F.

UNIT 7 2142 S.F.

UNIT 8 1878 S.F.

UNIT 9 2124 S.F.

TOTAL BUILDINGS: 17,481 S.F.

1

2 3

4

COM

MON D

RIVE 1

COMMON DRIVE 2

(EXIST. BUILDING)

(EXIST. BUILDING)

OB

SE

RV

ATIO

N A

VE

NU

E

SUNDOWNCOURT

EXISTING TREESEXISTING TREES

EXISTINGTREES

CENTRALCOMMON AREA

natural vegetation

natural vegetation

naturalvegetation

6

58

9

7

EVERGREEN TREE

DECIDUOUS TREE

SHRUB/BUSH

PAVED SURFACE

GRASS

PROPERTY LINE

BUILDING SETBACK


LA

ND

SC

AP

E P

LA

N

LANDSCAPE PLAN

DOE RUN AT SUNSET COVE ESTATESLANDSCAPE PLAN

A3

UNIT 6BUCKLEY

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LEGEND

approximately 43,000 s.f. of the 73,962 s.f.lot will be landscaped with either grass orplanted areas (this is approximately 58% OFTHE LOT).

along the edges of the east and southproperty lines there already exists anabundance of trees in the naturalvegetated area. these trees will all beretained, as much as possible. grass will beplanted up to this natural vegetation area.these trees that are retained in the naturalvegetation area will be included in the totalcount of 1 tree per 1000 s.f. of property: 74trees total. additional trees will be plantedas needed throughout parcel, in order toequal the total number of 74.

no more than 30% of new trees planted willbe of the same species.

evergreen trees shall be min. 8' tall, whiledeciduous trees shall have min. 1 1/2" caliperat chest height.

LANDSCAPE NOTES

16'-0" 16'-0"

66'-0

"

11'-0"21'-0"

32'-0"

6'-4"

5'-8"

16'-3"2'-10 1/2"

43'-0

"11'-0

"

3'-11 3/4"

3'-11 3

/4"

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

45Á

1'-7 1/4

"

4" concRETE slab w/ 6 X 6 X10/10 WWM, over 6 mil POLYvapor barrier, OVER 2" RIGIDINSULATION AROUND EDGES, OVER4" compacted GRANULAR fill

1'-4" x 12" THICKENED FOOTINGW/ (2) #4 BARS (TYP.)

21'-6"

21'-6"

1'-6" X 1'-6" THICKENEDFOOTING at corner W/(3) #4 REBAR BOTH WAYS

4" conc. slab w/ wire mesh on4" thick min. compacted fill

4" concRETE slab w/ 6 X 6 X 10/10WWM, over 6 mil POLY vaporbarrier, OVER 2" RIGID INSULATION,OVER 4" compacted GRANULAR fill

8'-10

1/2

"15

'-4 3

/4"

15'-10

3/4

"11'-2

1/2"

32'-0"

66'-0

"

22'-0" 10'-0"

4'-10"

10'-6"

11'-0

"

2'-6" X 2'-6" reinforced ftgw/ (5) #4 bars each way

4'-0"

2' X 2' X 18" THICKREINFORCED SLAB W/ (3) #4REBAR EACH WAY REQUIREDBELOW ALL GIRDER TRUSSPOINT LOADS

a5

1

a5

1

a5

1

a5

7

a5

7

a5

3

a5

4

a5

2

a5

5

a5

6

a5

8

(2) sstb20 or perdetail 'a', s1


(1) sstb20 or perdetail 'a', s1



14'-7

1/2"

16" wide x 10" thickreinforced slab atbase of stairs with(2) #4 rebar cont.

4'-9"

(4) sstb20 or per detail 'a', s1

a5

3

1'-10 1/2"

6'-0

"

5'-5 3/4"

a5

4

slope garage slabfor drainage

block outfor 3' dooras needed

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

FOUNDATION LEGEND

foundation stem wall

foundation footing

OUTLINE OF WALLS OFSUPPORTED FLOOR

A4

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FOUNDATION PLAN

WRITTEN DIMENSIONS TAKE PRECEDENCE OVERSCALED DIMENSIONS. VERIFY ALL DIMENSIONS ANDCONDITIONS IN THE FIELD.

ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGSACCOMPANIED WITH PLANS TO SUPERCEDE ALLINFORMATION ON ARCHITECTURAL DRAWINGS. FORANY DISCREPANCIES BETWEEN ENGINEERING ANDARCHITECTURAL DRAWINGS REFER TO ENGINEERING.

FOOTINGS ARE TO BEAR ON UNDISTURBED LEVELSOIL DEVOID OF ANY ORGANIC MATERIAL ANDSTEPPED AS REQUIRED TO MAINTAIN 18" DEPTHBELOW GRADE.

COVER CRAWL SPACE GRADE WITH HIGH DENSITYPOLYETHYLENE HIGH QUALITY VAPOR RETARDER.LAP EDGES 12" MIN. AND EXTEND 12" MIN. UPFOUNDATION WALL.

FILL UNDER SLABS ON GRADE TO BE MIN. 4" DEPTHGRANULAR MATERIAL COMPACTED TO 95%.

CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25'MAX. INTERVALS EACH WAY.

CONCRETE SIDEWALKS TO HAVE 3/4" TOOLED JOINTSAT 5" O.C. EACH WAY.

WIRE MESH TO BE USED IN CONCRETE SLABS,POSITIONED 1-1/2" FROM BOTTOM OF SLAB.

USE HIGH DENSITY POLYETHYLENE HIGH QUALITYVAPOR RETARDER UNDER CONCRETE SLABS INGARAGE AND BASEMENT.

A WATERPROOF MEMBRANE IS TO BE USED ONFOUNDATION WALLS BELOW GRADE.

A DRAIN TILE WITH HOLES, NOT SLITS, IS TO BE USED.DRAIN TILE IS TO BE POSITIONED SO THAT HOLESARE FACING DOWN.

A LAYER OF ROUND, WASHED, DRAINAGE-GRADEGRAVEL IS TO BE USED OVER DRAIN TILE, NEXT TOFOOTINGS. 30-LB. FELT PAPER IS TO BE USED OVERTHE GRAVEL.

ALL BOTTOM PLATES AND ANY LUMBER IN CONTACTWITH CONCRETE TO BE PRESSURE TREATED.

BEAM POCKETS IN CONCRETE TO HAVE 12"AIRSPACE AT SIDES & ENDS WITH MIN. BEARING OF 3".

FOLLOW ALL JOIST FRAMING DETAILS PERMANUFACTURER.

PROVIDE BLOCKING ABOVE ALL BEARING WALLSAND BEAMS.

ALL CONNECTORS AND FASTENERS IN CONTACT WITHPRESSURE TREATED WOOD SHALL BE HOT DIPPEDGALVANIZED OR EQUIVALENT PROTECTION.

ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOORSPACES. ACCESS OPENING THROUGH PERIMETERWALL SHALL BE NOT LESS THAN 18" x 24". IF ANYPORTION OF THROUGH-WALL ACCESS IS BELOWGRADE AN AREAWAY NOT LESS THAN 18" x 24"SHALL BE PROVIDED (IRC R408.4).

CONTRACTOR TO COORDINATE FOUNDATION & SLABBLOCK-OUTS W/ MECH. & ELECT. FOR SIZE &LOCATIONS.

ALL CONCENTRATED LOADS FROM ROOF TRUSSESMUST BE TRANSFERRED TO THE FOUNDATION WITH ABUILT-UP POST AND FOOTINGS AS REQUIRED. VERIFYLOCATIONS WITH TRUSS ENGINEER AND/ORSTRUCTURAL ENGINEER.

FOUNDATION NOTES

note: there shall be no crawl spacetherefore no crawl space ventilationor crawl space access is needed.

UNIT 6BUCKLEY

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2 x 6 studs @ 16" o.c.W/ R-21 INSULATION

(2) #4 REBAR CONT.IN FOOTINGS

SIDING PER ELEVATIONS

GRADE, sloped awayfrom building

UNDISTURBED EARTH

6"

MIN

.

WATERPROOFING MEMBRANECONTINUE OVER FOOTING

8"

8" 5"

1'-6"

1/2" gwb TYP.

1'-6"

MIN

.

r-10 rigid foam insulation

see engineering forrebar specifications

5"

FINISH FLOORING

4" CONCRETE SLAB ON 6 MIL.VAPOR BARRIER

6 x 6 x 10/10 woven wire mesh

10" LONG 1/2" DIA. ANCHORBOLTS @ 4'-0" O.C.

exterior sheathing pershearwall plans pg. s1

p.t. 2 x 6 sill plate

4" MIN. COMPACTED GRANULAR FILL

4" DIA. DOWNSPOUT TIGHTLINE

DRAINAGE GRADE GRAVEL& FILTER FABRIC

4" DIA. PERFORATED DRAIN TILE


UNDISTURBED EARTH

8" 5"

1'-6"


5"

FINISH FLOORING





4" CONCRETE SLAB W/ WIRE MESHslope away from structure

SLOPE AWAY FROM HOUSE

SEE DETAIL '1' FOR OTHERTYPICAL CALL-OUTS

1/2" gwb typ.

1'-4"

1'-0

"

(2) #4 rebar cont.

8"

p.t. bottom plate

1/2" dia. 10" long anchorbolts @ 4'-0" o.c.

2x stud wall per plan

2 x 6 studs @ 16" o.c.



GRADE, sloped awayfrom building

UNDISTURBED EARTH

6"

MIN

.

WATERPROOFING MEMBRANECONTINUE OVER FOOTING

8"

8" 5"

1'-6"

1/2" gwb option

1'-6"

MIN

.


see engineering forrebar specifications

5"



10" LONG 1/2" DIA. ANCHORBOLTS @ 4'-0" O.C.

exterior sheathing pershearwall plans pg. s1

p.t. 2 x 6 sill plate





2'-0"

thickened slab @ edge

4" MIN. COMPACTEDGRANULAR FILL

grade

4" CONCRETE SLAB ON 6 MIL.VAPOR BARRIER(4) #4 cont. rebar

as shown

1'-0"

1'-6"


1'-6"

1'-0"

thickened corner

(4) #4 CONT. REBAR AS SHOWN

min

.



grade





simpson cpt66z post base

6 x 6 p.t. or cedar post

provide min. required sidecover per manuf. specs


UNDISTURBED EARTH

8" 5"

1'-6"


5"

FINISH FLOORING





SEE DETAIL '1' FOR OTHERTYPICAL CALL-OUTS


2'-0"

1/2" gwb typ.

3/4" X 8" OFFSETVERIFY W/ DOOR SIZE

SLOPE GARAGE CONC. PAD2" TOWARD GARAGE DOOR

1'-0"

1'-0

"

(2) #4 REBAR CONT.

DRIVEWAY SLAB

COMPACTEDFILL

COMPACTEDFILL

GARAGE DOOR

A5

FO

UN

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ETA

ILS

TYP. FND. WALL DETAIL1

GARAGE WALL DETAIL2

HOUSE @ GARAGE DETAIL3

HOUSE @ PATIO DETAIL4

PATIO EDGE DETAIL5

GARAGE FOOTING DETAIL6

THICKENED FOOTING DETAIL7

POST FOOTING DETAIL8

UNIT 6BUCKLEY

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ref

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

3'-6"

8'-6"

3'-6"

COATS

40

68

6'-0

"

2468

11'-0"21'-0"

32'-0"

10'-0

1/4

"27

'-7

3/4

"8'-10

1/2

"27

'-3"

66'-0

"

66'-0

"

11'-0

"43'-0

"

21'-0

1/2

"16

'-3"

16'-0"16'-0"

32'-0"

40

20 p

ic40

20 p

ic20

20 p

ic80

16 p

ic

80

80

sl

dr

s.g

.

2620

awn

2620

awn

2668

3'-9" 1'-0"

5'-9"

5'-0"

5'-8"

6'-4"

4'-0"

5'-10

1/2

"14

'-7

1/2" 12

'-10

"10

'-6"

3'-11"

3080

16080 o.h. door

STORAGE ORMECHANICAL

3068

EX.FAN

EX.FAN

SD/co

5'-3" 5'-6" 5'-3"

5060 pic 5060 pic

6'-0

"

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

4'-6 1/2

"6'-5 1/2

"

12080 sl dr s.g.

2'-6

"2'-6

"

1'-9"

6'-3 1/2

"9'-11 1/2

"2'-0

"

5'-8 1/2

"

3'-8 1/2

"8'-0

1/2

"8'-0

"5'-0

"

11'-0" 10'-0"

up 16 r

3'-6"

4'-8 1/4

"

4'-3"

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

range hood exhaustfan w/ min. 100 cfmrating

20-MIN. FIRE-RATEDSELF-CLOSING DOOR

1/2" min. gwbgarage to house

WATER HEATER IS REQUIREDTO HAVE A VACUUM RELIEFDEVICE AND TEMPERATURE& PRESSURE RELIEF VALVEPER 2015 UPC 504.6

FURN.

HW

bollard

4'-0" 4'-6"

6'-0

"

(covered patio)

9' ceiling ht.throughout

15'-2"

DIRECT-VENT GASFIREPLACE. CONTRACTORVERIFY MANUF. FRAMINGREQUIREMENTS

DIRECT-VENT GASFIREPLACE. CONTRACTORVERIFY MANUF. FRAMINGREQUIREMENTS

(suggested)

2650 pic 2650 pic

1'-8 1/2" 2'-9" 6'-6 1/2"

2650

csm

t

1'-8 1/2

"4'-7

1/2"

5'-2

3/4

"4'-9 1/2

"

60

20 a

wn

dw

5/8" type 'x' gwb LIDTHROUGHOUT GARAGE,screwed off at 6" o.c.in field and on edges

line of cant. above

C

A10A

A10

b

A10

guar

dr

ail

6 x

6 P.T. O

R

CED

AR P

OST

45Á

1'-0"

b

A10

C

A10A

A10

a7

2

4'-4 1/2

"3'-6"

1'-0

"

SW4

(2) simpson hdu2 w/ sstb20or per detail 'a', s1

SW4

SW4

SWp

SWp

SWp

SWp

SWp

SWp

SWp

SW8SW8

(4) simpson hdu2 w/ sstb20or per detail 'a', s1

SWp

SWp

SWp

SWp

SWp

SWp

SW4

(1) simpson hdu2w/ sstb20 orper detail 'a', s1

BEARING WALL FORSTAIR STRINGER &STAIR LANDING?

STORAGEUNDERLANDING?

A6

MA

IN F

LO

OR

PLA

N

FLOOR PLAN NOTES

STAIR NOTES


CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANYOTHER ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO WALL CONSTRUCTION.

ALL WOOD IN CONTACT WITH CONCRETE MUST BEPRESSURE TREATED MATERIAL. USE CORROSIONRESISTANT FASTENERS WHEN IN CONTACT WITHPRESSURE TREATED LUMBER.

ALL EXTERIOR WALLS (EXCEPT GARAGE) TO BEFRAMED WITH 2 x 6 STUDS AT 16" O.C. ANDSHEATHED WITH 7/16" OSB PLYWOOD OR BETTER WITH15# BUILDING PAPER.

EXTERIOR GARAGE WALLS TO BE FRAMED WITH 2 x 4STUDS AT 16" O.C. AND SHEATHED WITH 7/16" OSBPLYWOOD OR BETTER WITH 15# BUILDING PAPER.

ALL INTERIOR WALLS TO BE FRAMED WITH 2 x 4STUDS AT 16" O.C. AND SHEATHED WITH 1/2" GYPSUMWALLBOARD UNLESS NOTED OTHERWISE.

ALL GLASS TO HAVE LOW E (0.40) GLAZING. GLAZINGIN HAZARDOUS LOCATIONS TO BE TEMPERED PERIRC SECTION R308. SEE R308.4 FOR DEFINITION OFHAZARDOUS AREAS.

PROVIDE SMOKE DETECTORS ON OR NEAR THECEILING OF EACH FLOOR, IN ALL BEDROOMS, ANDJUST OUTSIDE EACH BEDROOM. SMOKE DETECTORSTO BE WIRED TO THE ELECTRICAL SYSTEM WITHBATTERY BACKUP (IRC R317.1 & R317.2).

BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETINGTHE FOLLOWING CONDITIONS: WINDOW SILLS TO BEWITHIN 44" OF FINISHED FLOOR WITH A NET CLEAROPENING OF 5.7 SQ. FT. MIN. THE OPENING TO HAVEMIN. CLEAR OPENING HEIGHT OF 24" AND WIDTH OF20" (IRC SECTION R310).

ALL SHOWER AREAS TO BE FINISHED WITH A SMOOTH,HARD & NON-ABSORBENT MATERIAL TO MIN. 72"ABOVE DRAIN INLET. THIS MATERIAL TO BEINSTALLED OVER WATER RESISTANT PLASTERBOARD.

TOILETS TO BE LOCATED IN AREA WITH MIN. 30"WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVECLEARANCE OF MIN. 21" IN FRONT OF TOILET. TOILETSTO BE LIMITED TO 1.6 GALLONS PER FLUSH.

PROVIDE ATTIC ACCESS WITH REMOVABLE PANELWITH MIN. 22" x 30" OPENING AND 30"UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 x 12MEMBERS.

PROVIDE EXHAUST FAN IN KITCHEN AT MIN. 100 CFMAND BATHROOMS AT MIN. 50 CFM. ALL FANS ANDDRYER EXHAUST TO BE VENTED TO OUTSIDE OFRESIDENCE.

PROVIDE min. 1/2" gwb or equivalent to garageside, between garage and residence and/orgarage and attic (IRC R302.6).

PROVIDE 1-HR. FIRE-RESISTIVE CONST. 5/8" TYPE 'X'GWB ON GARAGE lid for FIRE SEPARATION underhabitable space above garage (IRC R302.6).

DOOR BETWEEN HOUSE AND GARAGE TO BE 1-1/2"THICK SOLID CORE, 20-MIN. self-closingFIRE-RATED DOOR (R302.5.1).

PROVIDE FIRESTOPS AT ALL APPLICABLELOCATIONS, INCLUDING HOLES AND ANY OPEN AREAS.

ALL ELEMENTS AND SWITCHES FOR FURNACE ANDWATER HEATER TO BE 18" MIN. ABOVE SLAB.

STAIRS TO BE FRAMED WITH MIN. (3) 2 x 12STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER.PROVIDE FIRE BLOCKING BETWEEN STRINGERS ATTOP, MIDDLE AND BOTTOM, AND BETWEEN STUDSALONG THE RUN OF THE STAIRS.

MINIMUM HEADROOM CLEARANCE TO BE 6'-8"VERTICALLY ABOVE TREAD NOSING TO NEARESTOBJECT ABOVE.

STAIRS TO HAVE MAX. RISE OF 7-3/4" AND MIN. RUNOF 10" WITH NOSING OF 3/4" TO 1-1/4". NO RISER TOBE LESS THAN 4". DIMENSIONS BETWEEN RISE ANDRUN ARE NOT TO VARY MORE THAN 3/8".

ENCLOSED USABLE SPACE UNDER STAIRS TO BE1-HR. FIRE-RESISTIVE CONST. 5/8" TYPE 'X' GWB.

STAIRWAYS WITH 4 OR MORE RISERS TO HAVE ATLEAST ONE CONTINUOUS HANDRAIL AT 34" - 38"ABOVE TREAD NOSING WITH ENDS RETURNED TOTERMINATE INTO WALL OR NEWEL POST.

HANDRAILS TO HAVE GRIP PORTION NOT LESS THAN1-1/4" OR MORE THAN 2" IN CROSS SECTIONALDIMENSION WITH 1-1/2" BETWEEN WALL AND HANDRAIL.

ALL UNENCLOSED FLOORS, LANDINGS, BALCONIES ORPORCHES THAT ARE MORE THAN 30" ABOVEGRADE OR FLOOR BELOW SHALL BE PROTECTED BYA GUARDRAIL THAT IS MIN. HEIGHT OF 36".

OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILSSUCH THAT A 4" DIA. SPHERE CANNOT PASSTHROUGH AT ANY POINT.

GUARDRAILS SHALL BE ATTACHED TO THESTRUCTURE IN SUCH A MANNER TO WITHSTAND ASINGLE CONCENTRATED LOAD OF 200 LBS. APPLIEDIN ANY DIRECTION AT ANY POINT ALONG THE TOP.

GUARDRAIL NOTES

MAIN FLOOR PLAN

UNLESS NOTED OTHERWISE, SHEAR WALLS TO BESWP, PRESCRIPTIVE SHEAR WALL. 7/16" OSB OR15/32" PLY ON ONE SIDE OF WALL, UNBLOCKED,WITH 8D NAILS AT 6" O.C. ALONG EDGES, 12" O.C.IN THE FIELD. HOLD DOWNS ARE NOT REQUIRED.

SHEAR WALL 4 PER SHEAR WALL TABLE, S1.7/16" OSB OR 15/32" PLY ON ONE SIDE OF WALL,BLOCKED, WITH 8D NAILS AT 3" O.C. ALONGEDGES, 12" O.C. IN THE FIELD. HOLD DOWNS AREREQUIRED.

SHEAR WALL 8 PER SHEAR WALL TABLE, S1.7/16" OSB OR 15/32" PLY ON BOTH SIDES OFWALL, BLOCKED, WITH 8D NAILS AT 4" O.C.ALONG EDGES, 12" O.C. IN THE FIELD. HOLDDOWNS ARE REQUIRED.

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SHEAR WALL PLANSSEE SHEAR WALL TABLE, S1 FOR MORE INFORMATION

sw8

UNIT 6BUCKLEY

DO

E R

UN

AT S

UN

SE

T C

OV

E E

STA

TE

S,

LLC

michaelfreeman

Sticky Note

michaelfreeman

Sticky Note

No Storage under stairs

michaelfreeman

Sticky Note

Cable rail

michaelfreeman

Sticky Note

Remove door

michaelfreeman

Sticky Note

Remove wall

michaelfreeman

Sticky Note

Add counter along wall

michaelfreeman

Sticky Note

change island orientation angle to corner

michaelfreeman

Sticky Note

Furnace in attic

michaelfreeman

Sticky Note

steel risers and glue lam treads

michaelfreeman

Sticky Note

Steel post

1'-6"

8'-11"

1'-6"

2868

16'-0"12'-0"

CLO

SET

3'-6"

2668

linen

1668

2868

2868

2468

60

50

sl

60

50

sl

2040

csm

t20

60

csm

t20

60

csm

t

2040

csm

t

2668

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

49'-6"

4'-0

"

55'-6"

4'-0"

2'-0

"46'-0

"3'-6"

55'-6"

4'-0

"

6'-11"

7'-0

1/2

"12'-2

1/2"

5'-11 1/2

"13

'-10

1/2

"

15'-5"

11'-4"

2'-4

1/2

"

5'-9 1/2

"

2'-4

1/2

"

12'-2

1/2"

16'-0"16'-0"

32'-0"

10'-10 1/2"5'-1 1/2"2'-11 1/2"13'-0 1/2"

32'-0"

vaulted

STORAGE

5068

wd

2868

2 x 6

2650 csmt2650 pic 2650 pic 2650 csmt

2650 csmt 2650 csmt2650 pic

2640 pic

tub

shower

8080 sl dr s.g.

5040 sl s.g.

2868 barn dr

3068

vaulted

9' ceiling ht.

9' ceiling ht.

9' ceiling ht.

closet

5068

50

68

cab/shlv

furn. chaseif needed

atticaccess

WHOLE HOUSE

EX.FAN

SD/co

EX.FAN

EX.FAN

3'-4 1/2

"3'-8"

5'-0

1/2

"7'-2

"1'-

8 1/2

"12'-2"

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

guar

dr

ail

DN 16 r

EX.FAN

SD

SD

SD 1'-6"

built-in

2'-0

"

2'-0

"11'-7"

1'-10

"5'-6 1/4

"5'-9 3

/4"

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

2'-8

1/2

"

3'-3"

4'-1"

4'-11 1/2

"

8'-1 1/2"

3'-6"

8'-4"

3'-4"

3'-5 1/2

"6'-9 1/2

"

8'-1 1/2"

4'-1"

2'-1"4'-0"

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

1'-9"

4'-0

1/2

"

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

2640

pic

3'-3 3/4" 7'-6 3/4"8'-2 3/4" 4'-9 3/4"

6 x

6 pos

t

6 x

6 pos

t

guardrail

Note: s.g. =safety glass

LINE OF FLOOR BELOW

2 x 6

C

A10A

A10

b

A10

b

A10

C

A10A

A10

a7

1

2'-9

"

SD2'-1"

4'-0"13'-4"

SWp

SWp

SWp

SWp

SWp

SWp SWp

SWp SWp

SWp

SWp

SWp

SWp

SW0 SW0

SW0 SW0

SWp

3/4" T & G PLYWOODOR OSB SUBFLOOR

FIRE BLOCKING

5/8" TYPE "X" GYP. BOARD ONALL SURFACES OF USABLESPACE UNDER STAIRS

(3) 2 x 12 STRINGERS

JOIST PER PLAN

PLYWOOD HANGERBOARDFASTENED TO CARRIAGES

bearing wall

7-3/4

"M

AX.

10" MIN.

RIS

ER

TOP OF HANDRAIL

MAIN

TAIN

6'-8"

MIN

. HEAD

ROOM

4" M

IN.

SEE STAIR NOTES ONPAGE A3.1 FOR STAIR& HANDRAIL NOTES

single steel stringer

3'-0

"EXTEND TO TOP& BOTTOM RISERRETURN TO WALL

concrete slab

1'-4"

10"

16" wide x 10" thick reinforcedslab at base of stairs with (2)#4 rebar cont.

4" thick glulam beamtreads

A7

UP

PE

R F

LO

OR

PLA

N

UPPER FLOOR PLAN

CONTRACTOR TO ADD ADDITIONAL FRAMING ORBLOCKING AS REQUIRED TO MEET CURRENT ENERGYCODE REQUIREMENTS.

AIR LEAKAGE. SOLE PLATE IS TO BE CAULKED ORGLUED TO FLOOR. RIM JOIST BETWEEN STORIES TO BECAULKED/SEALED. ALL HOLES IN BUILDING ENVELOPEARE TO BE CAULKED/SEALED INCLUDING BUT NOTLIMITED TO ELECTRICAL, PLUMBING & HVACPENETRATIONS. OUTLETS, SWITCH BOXES ANDRECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGSARE TO BE CAULKED/SEALED WITH APPROVEDSEALANT, OR HAVE FOAM GASKETS INSTALLED. ALLRECESSED LIGHTS ARE TO BE IC RATED, AIR TIGHT &SEALED TO SURROUNDING GWB. ROUGH OPENINGAROUND ALL WINDOWS & DOORS TO BESEALED/CAULKED.

ALL CEILING EXHAUST FAN DUCTING TO BE INSULATEDAS PER CODE, TO HAVE AS FEW BENDS AS POSSIBLE,AND TO TERMINATE AT THE EXTERIOR OF THE BUILDING.

INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DONOT COMPRESS. CUT TO FIT AROUND WIRES, PIPES &OUTLET BOXES.

ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATEDHABITABLE SPACE TO HAVE SEALED JOINTS, CORNERS& BOOTS, AND INSULATED IN ACCORDANCE WITH WSEC2015 EDITION SPECIFICATIONS ("WSEC 2015").

A ONE PERM OR LESS VAPOR RETARDER (IE: KRAFTPAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THEWARM SIDE OF ALL INSULATION.

ALL RECESSED LIGHT FIXTURES IN THE THERMALENVELOPE TO BE CERTIFIED UNDER ASTM E-283 ANDSO LABELED, OR SEALED AROUND THE EXTERIOR IN ANAPPROVED MANNER TO BE AIR TIGHT.

ALL WATER PIPES IN UNHEATED SPACES TO BEINSULATED IN ACCORDANCE WITH WSEC 2015.

EXTERIOR DOORS TO BE ADJUSTED SOWEATHER-STRIPPING, THRESHOLD, & DOOR SWEEP AREWORKING PROPERLY & SEAL WELL.

BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICTCONFORMANCE WITH MANUFACTURERSRECOMMENDATIONS FOR DENSITY & COVERAGE.PROVIDE VENT BAFFLES AS REQUIRED & INSULATE &WEATHER-STRIP ATTIC ACCESS DOOR.

PROVIDE MAKEUP AIR WITH FRESH AIR DUCTEDDIRECTLY INTO THE RETURN AIR PLENUM OF THEFURNACE SYSTEM. INSULATE THE DUCT IN ACCORDANCETO WSEC 2015. PROVIDE DAMPER TO REGULATEINCOMING FRESH AIR.

ALL GAS COMBUSTION APPLIANCES, EXCEPT STOVES &CLOTHES DRYERS, TO HAVE COMBUSTION AIR DUCTEDDIRECTLY TO THEM.

ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY AMIN. 3' VERT. & 10' HORIZ.

ENERGY CODE NOTES

WALLS

INSULATION VALUES

ABOVE GRADER-21

BELOW GRADER-21

CEILING

VAULTEDR-38

FLATR-49

FLOOR

CRAWL SPACE*R-30

SLAB ON GRADER-10

ONE OF THE FOLLOWING METHODS WILL BE USED TO MEETTHE REQUIREMENTS OF THE international mechanicalcode (imc) chapter of the 2015 irc:

(A). A SINGLE WHOLE-HOUSE EXHAUST FAN, WHICH CANPERFORM DOUBLE DUTY AS A ROOM SPOT FAN, ISREQUIRED. FAN MUST BE CONTROLLED BY TIMER SET TOOPERATE MIN. OF 8 HOURS PER DAY. THE CFMCAPACITY OF FAN MUST BE 0.25 W.G. AND HAVE MAX.SONE (NOISE) RATING OF 1.5. MIN. SIZE OF FAN MUST BE105 CFM.

(B). FRESH AIR WILL BE CIRCULATED BY THE CENTRALFORCED AIR FURNACE SYSTEM. FURNACE MUST HAVEFRESH AIR INTAKE DUCT AND BLOWER MUST BEACTIVATED BY TIMER TO CIRCULATE DAILY.

WHOLE-HOUSEVENTILATION

* r-30 intended for use with 9 1/2"i-joists. If 11 7/8" i-joists used thenr-38 insulation to be installed.

STAIRS AT FLOOR2

STAIRS AT LANDING1

UNLESS NOTED OTHERWISE, SHEAR WALLS TO BESWP, PRESCRIPTIVE SHEAR WALL. 7/16" OSB OR15/32" PLY ON ONE SIDE OF WALL, UNBLOCKED,WITH 8D NAILS AT 6" O.C. ALONG EDGES, 12" O.C.IN THE FIELD. HOLD DOWNS ARE NOT REQUIRED.

SHEAR WALL 0 PER SHEAR WALL TABLE, S1.7/16" OSB OR 15/32" PLY ON ONE SIDE OF WALL,BLOCKED, WITH 8D NAILS AT 3" O.C. ALONGEDGES, 12" O.C. IN THE FIELD. HOLD DOWNS AREnot REQUIRED.

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SHEAR WALL PLANSSEE SHEAR WALL TABLE, S1 FOR MORE INFORMATION

UNIT 6BUCKLEY

DO

E R

UN

AT S

UN

SE

T C

OV

E E

STA

TE

S,

LLC

michaelfreeman

Sticky Note

cable rail

michaelfreeman

Sticky Note

cable rail

michaelfreeman

Sticky Note

Steel posts

(5) s

tuds

MIN.

(3) s

tuds

(3) s

tuds

(5) s

tuds

MIN.

bearing wall bearing wall

bearing wall bearing wall bearing wall

BOX IN AS FAUX BEAM

6 x

6 P.T. O

R

CED

AR P

OST

(4) s

tuds

(4) s

tuds

BEARING WALL(EXT. WALL)

brg wall

(3) s

tuds

(3) s

tuds

(3) s

tuds

(3) s

tuds

(3) s

tuds

(3) s

tuds

HIP HIP

RID

GE

valley

HIP

5:12 slope

5:12

slo

pe

5:12 slope

5:12

slo

pe

5:12 slope

11-7/8" TJI 210 FLOOR JOISTS @ 16" O.C.

11-7/8" TJI 210 FLOOR JOISTS @ 16" O.C.

p.t. 2 x 12 deck joists @ 16" O.C.

pre-eng. trusses @ 24" O.C.


15'-10

1/2

"1'-

6"

6'-2

3/4

"5'-0

"5'-7

1/2"

10'-9 1/4

"10

'-6"

CANTILEVER

line of upper floorwalls: double joistunder wall (typ.)

db

l jo

ist

db

l jo

ist

db

l jo

ist

line of upper floorwalls: double joistunder wall (typ.)

w/ heel

note: post @ beamends is (2) studs typ.

(3) studs min. forspans longer than 6'

covered deck area to getwaterproof membrane

DECK JOISTS SHALL BESLOPED 1/8" - 1/4" PER FOOTFOR DRAINAGE

BRADLEY ENGINEERINGIS NOT RESPONSIBLEFOR WATERPROOFING

ALL HEADERS TO BE 4 X 10 OR6 X 8 DF2 UNLESS NOTED OTHERWISE

NO HEEL FOR MONO TRUSSESOVER TOP OF FLOOR JOISTS

ATTIC SPACE 1

ATTIC SPACE 2

a8

2

a8

1

a8

1

a8

3

16'-9" long 5-1/2" x 15" glb

STEEL BEAM, held up

1-3/4" x 11-7/8" pslor lvl rim joist

10'-5" long 6 x 10 df2 or3-1/2" x 11-7/8" psl, held up

6'-6" long 3-1/2" x11-7/8" psl, held up

7'-9" long 4 x 10 df2

8'-9"

long

6 x

10

df2

12'-9" long 5-1/2" x 12" glbor 5'-1/4" x 11'-7/8" psl

16'-4" long 5-1/2" x 12" glb or5'-1/4" x 11'-7/8" psl, held up.see detail 'c', s1

8'-9"

long

6 x

10

d

f2

16'-0" long 5-1/2" x 15" glbor 7" x 11-7/8" psl, held up

11' long 6 x 10 df2

provide solid blockingunder exterior wall

connect mono truss towall per detail 'f', s1

see post to beamconnection detail 'd', s1

16'-4" long 6 x 12 p.t. or 5-1/2" x 10-1/2"rosboro treated 'x-beam'

FLOOR JOIST

BEAM/HEADER

OUTLINE of walls of FLOORBENEATH

OUTLINE OF SUPPORTEDFLOOR/EXTENTS OF FLOOR JOISTS

BEARING WALL

LINE OF ROOF/EXTENTS OF UPPERFLOOR LIVING SPACE

OUTLINE OF UPPER FLOOR WALLS

JOIST HANGER

POST

FLOOR & ROOF FRAMINGLEGEND

1'-6"

insulation baffle W/1" min. air space

5

12

7/16" cdx or osb SHEATHING

composite ROOFING

pre-eng. roof trussesw/ heel @ 24" o.c.

1/2" GWB

R-21 INSULATION

siding per elevations


2 X 4 OR 2 X 6

CONT. SOFFIT VENT

CONT. METAL GUTTER

5/4 X 6 FASCIA

CONNECT WALL TO ROOFPER DETAIL 'E', S2

note: heel height to matchheight of upper floor joistsplus subfloor

R-49 INSULATION

hurricane tie @ ea. truss

1/2" GWBSOFFIT BOARD or t&g decking

1'-6"


5

12


composite ROOFING

pre-eng. roof trusses

1/2" GWB

R-21 INSULATION



2 X 4 OR 2 X 6

CONT. SOFFIT VENT

CONT. METAL GUTTER

5/4 X 6 FASCIA


1/2" GWB

R-49 INSULATION

floor joists

3/4" t&g plywood orosb subfloor

SOFFIT BOARD or t&g decking

connect trussto wall perdetail 'f', s1

JOISTS PER PLAN

r-21 insulation

1/2" gwb

3/4" t&g PLYWOOD OROSB SUBFLOOR

CONT. RIM JOIST

1/2" gwb

1/2" gwb

R-21 INSULATION

2 X 6 FRAMING



see floor to floorconnection detail 'b', s1

A8

FLOOR FRAMINGNOTES

LO

WE

R R

OO

F F

RA

MIN

G &

UP

PE

R F

LO

OR

FR

AM

ING

PLA

N &

DE

TA

ILS

LOWER ROOF FRAMING &UPPER FLOOR FRAMING PLAN

NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN INDRAWING ARE FOR SCHEMATIC PURPOSES ONLY.FOR TRUSS PLACEMENT, DESIGN AND ENGINEERINGREFER TO TRUSS DESIGN & SPECIFICATIONS FROMTRUSS SUPPLY COMPANY. FOR FLOOR JOISTLAYOUT REFER TO JOIST DESIGN & SPECIFICATIONSFROM FLOOR JOIST SUPPLIER.


ENGINEERING SPECIFICATIONS, NOTES ANDDRAWINGS ACCOMPANIED WITH PLANS TOSUPERCEDE ALL INFORMATION ON ARCHITECTURALDRAWINGS. FOR ANY DISCREPANCIES BETWEENENGINEERING AND ARCHITECTURAL DRAWINGSREFER TO ENGINEERING.

REFER TO FLOOR FRAMING PLAN FROM FLOORJOIST MANUFACTURER/SUPPLIER. FLOOR JOISTMANUFACTURER/SUPPLIER SHALL PROVIDE ANDSUBMIT ENGINEERED DESIGN TO THE BUILDINGDEPARTMENT FOR APPROVAL PRIOR TOFABRICATION AND INSTALLATION.

PROVIDE TEMPORARY BRACING AS REQUIREDUNTIL ALL PERMANENT CONNECTIONS ANDSTIFFENERS HAVE BEEN INSTALLED.

FOR FLOOR SHEATHING USE 3/4" CDX OR OSBSTURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK8d's @ 6" EDGES & 12" IN FIELD U.N.O. FACE GRAINPERPENDICULAR TO SUPPORTS.

PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIORBEARING LOCATIONS WHERE THERE IS A LOADBEARING WALL ABOVE.

PROVIDE TIMBERSTRAND RIMS WHERE FLOORJOISTS BEAR AT EXTERIOR WALLS.

ALL EXTERIOR WALLS ASSUMED TO BE BEARING.

ALL BEAMS AND HEADERS TO BE 4 x 10 DF #2 OR6 X 8 DF #2 U.N.O.

JOIST HANGERS & CONNECTIONS TO BE 'SIMPSON'U.N.O.

ALL CONNECTORS AND FASTENERS IN CONTACT WITHPRESSURE TREATED WOOD SHALL BE HOT DIPPEDGALVANIZED OR EQUIVALENT PROTECTION.

ROOF NOTES TRUSSES TO BE SPACED AT 24" O.C. UNLESS NOTED

OTHERWISE.

ROOF PITCH IS TO BE 5:12 ON WEST SIDE OF HOUSE,3.5:12 ON EAST SIDE.

ROOFING MATERIAL IS COMPOSITE.

OVERHANGS ARE 18" WITH CONTINUOUS METALGUTTER THROUGHOUT.

FASCIA SHALL BE 5/4 x 6 WITH CONTINUOUS METALGUTTER.

ALL BEAMS & HEADERS TO BE 4 X 10 DF #2 OR6 x 8 DF #2 UNO.

PROVIDE SOLID BLOCKING OVER SUPPORTS.

TRUSSES/RAFTERS TO BE SHEATHED WITH 7/16" cdxOR osb SHEATHING WITH 15# FELT OR BETTER. USEPLYWOOD SHEATHING ON ALL SOFFITED AREAS.

PROVIDE ROOF CROSS VENTILATION FOR EACHSEPARATE SPACE WHERE APPLICABLE.

TRUSS NOTES TRUSS MANUFACTURER SHALL PROVIDE DESIGN

DETAILS AND ENGINEERING FOR ALL TRUSSES. COPYTO BE AVAILABLE ON SITE FOR FRAMINGINSPECTIONS.

ALL TRUSSES SHALL CARRY THE MANUFACTURER'SSTAMP.

ALL TRUSSES SHALL BE STORED, INSTALLED &BRACED PER MANUFACTURER'S SPECIFICATIONS.

TRUSSES SHALL NOT BE ALTERED IN THE FIELDWITHOUT THE APPROVAL OF THE BUILDING OFFICIALAND/OR APPROVED ENGINEERING CALCULATIONSPROVIDED BY THE TRUSS MANUFACTURER.

ROOF TRUSSES TO BE SHEATHED WITH 7/16" cdx orosb SHEATHING WITH 15# FELT or better. USEPLYWOOD SHEATHING ON ALL SOFFITED AREAS.

PROVIDE ROOF CROSS VENTILATION FOR EACHSEPARATE SPACE where applicable..

ATTIC VENTILATIONATTIC VENTILATION REQUIRED. REFER TO IRC R806.1AND R806.2.

SQUARE FOOTAGE OF ATTIC SPACE FOR 'ATTIC SPACE1' = 172 S.F.

172/300 = 0.57 S.F. NET VENT AREA REQUIRED.

SQUARE FOOTAGE OF ATTIC SPACE FOR 'ATTIC SPACE2' = 62 S.F.


PROVIDE MIN. 1/150 OF ATTIC AREA, OR 1/300 IF HALF ISAT EAVE AND REMAINDER AT MIN. 3' ABOVE PLATELINE. OPENINGS TO BE COVERED WITH 1/8" CORROSIONRESISTANT METAL MESH OR EQUAL. EAVE OR CORNICEVENT SHALL NOT BE BLOCKED. MAINTAIN MIN. 1" AIRSPACE BETWEEN INSULATION AND ROOF SHEATHING ATTHE LOCATION OF THE VENT.

for open eave soffit use bird block trussblocking, with (3) 1 1/2" dia. holes and mesh screencovering the holes, between each truss.

for closed eave soffit use continuous soffitventing.

TRUSS/EAVE DETAIL1

TRUSS/EAVE DETAIL2

TYP. WALL DETAIL3

UNIT 6BUCKLEY

DO

E R

UN

AT S

UN

SE

T C

OV

E E

STA

TE

S,

LLC

SCISSOR TRUSSAREA

SCISSOR TRUSSAREA

LINE OF FLOOR BELOW

LINE OF FLOOR BELOW

6 x

6 pos

t

6 x

6 pos

t

RID

GE

RID

GE

RID

GE

RID

GE

HIP

HIP

VALLEY

HIP

HIP

HIPV

ALLEY

VA

LLEYHIP

HIP

HIP

HIP

HIP

5:12

slo

pe


5:12 slope

5:12

slo

pe

5:12

slo

pe

5:12

slo

pe

5:12 slope

5:12 slope

5:12

slo

pe

5:12 slope

1'-6"

1'-6"

TYP.OVERHANGS

ALL HEADERS TO BE 4 X 10 OR6 X 8 DF2 UNLESS NOTED OTHERWISE

a9

2

a9

1

a9

2

a9

1

a9

3

a9

1

connect porch headerto 6 x 6 cedar or p.t.post with simpson lce4,cbt4z, or euquiv.

connect porch headerto 6 x 6 cedar or p.t.post with simpson lce4,cbt4z, or euquiv.

depending on the location ofgirder truss, this beam maynot be required. if g.t. bearson beam, use 6 x 12 df2 or 5-1/2"x 10-1/2" glb to match otherporch header

16'-6" long 6 x 12 df2or 5-1/2" x 10-1/2" glb

8'-9" long 6 x 10 df2

double studmullions

double studmullions

11' long 6 x 10 df2

note: post @ beamends is (2) studs typ.

(3) studs min. forspans longer than 6'

OUTLINE OF ROOF

HIDDEN LINE OF ROOF

BEAM/HEADER

OUTLINE OF WALLS BENEATH

VAULTED OR HIGHER CEILING AREA

POST

ROOF FRAMING LEGEND

1'-6"

R-49 INSULATION


5

12


composite ROOFING

pre-eng. roof trusses@ 24" o.c.


1/2" GWB

2 X 6 FRAMING TYP.

1/2" GWB

R-21 INSULATION



2 X 4 OR 2 X 6

CONT. SOFFIT VENT

CONT. METAL GUTTER

5/4 X 6 FASCIA



1'-6"

R-49 INSULATION


5

12


composite ROOFING



1/2" GWB

2 X 6 FRAMING TYP.

1/2" GWB

R-21 INSULATION



2 X 4 OR 2 X 6

CONT. SOFFIT VENT

CONT. METAL GUTTER

5/4 X 6 FASCIA



1'-6"


5

12


composite ROOFING




2 X 4 OR 2 X 6

CONT. SOFFIT VENT

CONT. METAL GUTTER

5/4 X 6 FASCIA


beam per plan


frame down to match heightof closed eave soffit

1x wrap

A9

UP

PE

R R

OO

FFR

AM

ING

PLA

N &

DE

TA

ILS

TRUSS/EAVE DETAIL1

SCISSOR TRUSS/EAVE DETAIL2

NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN INDRAWING ARE FOR SCHEMATIC PURPOSES ONLY.FOR TRUSS PLACEMENT, DESIGN AND ENGINEERINGREFER TO TRUSS DESIGN & SPECIFICATIONS FROMTRUSS SUPPLY COMPANY. FOR FLOOR JOISTLAYOUT REFER TO JOIST DESIGN & SPECIFICATIONSFROM FLOOR JOIST SUPPLIER.

ROOF NOTES TRUSSES TO BE SPACED AT 24" O.C. UNLESS NOTED

OTHERWISE.

ROOF PITCH IS TO BE 5:12.

ROOFING MATERIAL IS COMPOSITE.

OVERHANGS ARE 18" WITH CONTINUOUS METALGUTTER THROUGHOUT.

FASCIA SHALL BE 5/4 x 6 WITH CONTINUOUS METALGUTTER.

ALL BEAMS & HEADERS TO BE 4 X 10 DF #2 OR6 x 8 DF #2 UNO.

PROVIDE SOLID BLOCKING OVER SUPPORTS.

TRUSSES/RAFTERS TO BE SHEATHED WITH 7/16" cdxOR osb SHEATHING WITH 15# FELT OR BETTER. USEPLYWOOD SHEATHING ON ALL SOFFITED AREAS.

PROVIDE ROOF CROSS VENTILATION FOR EACHSEPARATE SPACE WHERE APPLICABLE.

TRUSS NOTES TRUSS MANUFACTURER SHALL PROVIDE DESIGN

DETAILS AND ENGINEERING FOR ALL TRUSSES. COPYTO BE AVAILABLE ON SITE FOR FRAMINGINSPECTIONS.

ALL TRUSSES SHALL CARRY THE MANUFACTURER'SSTAMP.

ALL TRUSSES SHALL BE STORED, INSTALLED &BRACED PER MANUFACTURER'S SPECIFICATIONS.

TRUSSES SHALL NOT BE ALTERED IN THE FIELDWITHOUT THE APPROVAL OF THE BUILDING OFFICIALAND/OR APPROVED ENGINEERING CALCULATIONSPROVIDED BY THE TRUSS MANUFACTURER.

ROOF TRUSSES TO BE SHEATHED WITH 7/16" cdx orosb SHEATHING WITH 15# FELT or better. USEPLYWOOD SHEATHING ON ALL SOFFITED AREAS.

PROVIDE ROOF CROSS VENTILATION FOR EACHSEPARATE SPACE where applicable..

ATTIC VENTILATIONATTIC VENTILATION REQUIRED. REFER TO IRC R806.1AND R806.2.

SQUARE FOOTAGE OF ATTIC SPACE = 1636 S.F.


PROVIDE MIN. 1/150 OF ATTIC AREA, OR 1/300 IF HALF ISAT EAVE AND REMAINDER AT MIN. 3' ABOVE PLATELINE. OPENINGS TO BE COVERED WITH 1/8" CORROSIONRESISTANT METAL MESH OR EQUAL. EAVE OR CORNICEVENT SHALL NOT BE BLOCKED. MAINTAIN MIN. 1" AIRSPACE BETWEEN INSULATION AND ROOF SHEATHING ATTHE LOCATION OF THE VENT.

for open eave soffit use bird block trussblocking, with (3) 1 1/2" dia. holes and mesh screencovering the holes, between each truss.

for closed eave soffit use continuous soffitventing.

TRUSS/EAVE DETAIL3

UPPER ROOF FRAMING PLAN

UNIT 6BUCKLEY

DO

E R

UN

AT S

UN

SE

T C

OV

E E

STA

TE

S,

LLC

TOP OF SLAB

TOP OF subfloor

TOP OF plate

TOP OF plate

9'-1 1/8"

9'-1 1/8"

12

5

8'-0

"

9'-1 1/8"

8'-0

"

9'-1 1/8"

26'-3 1/2

"

high pt. of roof

top of plate

top of windows

top of plate

top of windows

top of subfloor

top of slab

1'-6"

R-21 INSULATION

PRE-ENG. TRUSSES @ 24" O.C.

R-49 INSULATION

R-21 INSULATION

3/4" t&g plywood orosb subfloor

(LIVING ROOM BEYOND)

r-21 insulation

scissor truss area

3'-0

"

GUARDRAIL

r-10 insulation

GRADE

r-49 insulation

12

5

WATERPROOF MEMBRANE

P.T. 2 x 12 JOISTS @ 16" O.C.RIPPED FOR SLOPE

frame down to match heightof closed eave soffit

1'-6"

1'-6"

open guardrails shallhave intermediate railssuch that a 4" dia. spherecannot pass through atany point

5/8" type 'x' gwb

1/2" min. gwb

R-38 INSULATION

R-21 INSULATION

R-38 INSULATION

PRE-ENG. TRUSSES @ 24" O.C.

see deck ledgerdetail 'c', s1

scissor truss area

R-21 INSULATION

pre-eng. mono trussesW/ HEEL @ 24" o.c.

1'-6"

1'-6"

R-21 INSULATION

R-49 INSULATION

pre-eng. mono trusses@ 24" o.c.

R-49 INSULATION

R-21 INSULATION

R-21 INSULATION

R-10 INSULATION

12

5

R-49 INSULATION

connect truss towall per detail 'f', s1

A10

BU

ILD

ING

SE

CTIO

NS

BUILDING SECTION B - B

BUILDING SECTION A - A

BUILDING SECTION C - C

UNIT 6BUCKLEY

DO

E R

UN

AT S

UN

SE

T C

OV

E E

STA

TE

S,

LLC

michaelfreeman

Sticky Note

Truss company was unable to design scissor truss here.

michaelfreeman

Sticky Note

provision for heater / ac in attic.

michaelfreeman

Sticky Note

perhaps raise roof like we did darby and proposed lockhart

16' w x 8' h o.h. door

2650pic

2650pic

2640pic2650

pictyp.

2650pictyp.

TOP OF SLAB

TOP OF subfloor

TOP OF plate

TOP OF plate

9'-1 1/8"

9'-1 1/8"

cont. 5/4 x trim

5/4 x 6 fascia w/ cont.metal gutter

1'-6" x 1'-6" tiles

composite roofing

12

5

CORRUGATED METALSIDING

1'-6" x 1'-6" tiles

fiber cement panels

8'-0

"

9'-1 1/8"

8'-0

"

9'-1 1/8"

26'-3 1/2

"

high pt. of roof

top of plate

top of windows

top of plate

top of windows

top of subfloor

top of slab

1'-6"

4020 pic

8010 pic

4020 pic2020pic

60

20 c

sm

t

60

20 c

sm

t 6050 sl 2040csmt

12

5

12

5

GUARDRAIL

3'-0

"


composite roofing

1'-6" x 1'-6" tiles


1'-6" x 1'-6" tiles

fiber cement panels

TOP OF SLAB

TOP OF subfloor

TOP OF plate

TOP OF plate

9'-1 1/8"

9'-1 1/8"

26'-9 1/2

"

average grade

8080 sl dr

A11

ELE

VA

TIO

NS

NO

RTH

& E

AS

T

NORTH ELEVATION

EAST ELEVATION

UNIT 6BUCKLEY

DO

E R

UN

AT S

UN

SE

T C

OV

E E

STA

TE

S,

LLC

5040sl

12080sl dr

8080sl dr

5060 pic 5060 pic

TOP OF SLAB

TOP OF subfloor

TOP OF plate

TOP OF plate

9'-1 1/8"

9'-1 1/8"

12

5

fiber cement panels

composite roofing

3' tall guardrailcable railing

top of slab

top of sliders/windows

top of sliders/windows

top of subfloor

8'-0

"8'-0

"

26'-3 1/2

"

high pt. of roof

open guardrails shallhave intermediate railssuch that a 4" dia. spherecannot pass through atany point

see post to beamconnection perdetail 'd', s1

6050 sl 2040csmt

2620awn

2640pic

6020 awn

3' tall half-wall


fiber cement panels

12

5

composite roofing

TOP OF SLAB

TOP OF subfloor

TOP OF plate

TOP OF plate

high pt. of roof

26'-9 1/2

"

average grade

9'-1 1/8"

9'-1 1/8"

1'-6"

1'-6"

2620awn

composite roofing

6'-0

"2'-0

"

4'-0"

typ. panelsizes


A12

ELE

VA

TIO

NS

SO

UTH

& W

ES

T

SOUTH ELEVATION

WEST ELEVATION

UNIT 6BUCKLEY

DO

E R

UN

AT S

UN

SE

T C

OV

E E

STA

TE

S,

LLC

doe run unit 6

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