RESERVED FOR BUILDING DEPARTMENT STAMPTable M1507.4 Range hoods/ downdraft exhaust Min. 150 cfm...

RRLL

IINNCC. .

OOBB IITTTTLLEETTOON

N

A0.01

LAYOUT PAGE TABLENUMBER LABEL TITLE1 A0.01 COVER SHEET2 A0.02 PLAN NOTES3 A1.01 SITE & DRAINAGE PLAN4 A1.02 MAIN FLOOR PLAN5 A1.03 LOWER FLOOR PLAN6 A1.04 FOUNDATION AND LOWER FLOOR FRAMING7 A1.05 LOWER ROOF & UPPER FLOOR FRAMING8 A1.06 UPPER ROOF FRAMING PLAN9 A2.01 EXTERIOR ELEVATIONS10 A2.02 EXTERIOR ELEVATIONS11 A3.01 BUILDING SECTIONS12 S5.01 DETAILS- STRUCTURAL

554411--22

8800--11

112200 PP

HH PP

OO BB

OOXX 77

11667

7

554411--66

1100--11

774444 FF

AAXX BB

EENN

DD OO

RR,,99

7777008

8

C CCC

BB## 11

665522887

7

SSHHEEEETT TTIITTLLEE::

RREESSIIDD

EENN

TTIIAA

LL CC

OONN

SSTTRRUU

CCTTIIOO

N

N AANNDD

DDEESSIIGG

N

N

RESIDENTIAL ENERGY ENVELOPE ENHANCEMENT MEASURE 3:INSULATION :FLOORS-UNDERFLOOR- R30SLAB EDGE PERIMETER- R15HEATED SLAB, INTERIOR- R10FLOOR ASSEMBLY OVER UNCONDITIONED SPACE- R30WALLS-ABOVE GRADE- R21BELOW GRADE- R19 FOR FRAMED ASSEMBLIES OR R15 CONTINUOUSCEILINGS-FLAT- R49 WITH MIN R21 AT EDGESCISSOR TRUSS VAULT- R38RAFTER VAULT- R30

WINDOWS- U0.30, AND PERFORMANCE TESTED DUCT SYSTEM

CONSERVATION MEASURE OPTION A- HIGH EFFICIENCY HVAC SYSTEMGAS FIRED FURNACE OR BOILER WITH MINIMUM AFUE OF 90%OR AIR-SOURCE HEAT PUMP WITH MINIMUM HSPF OF 8.5OR CLOSED LOOP GROUND SOURCE HEAT PUMP WITH MINIMUM COP OR 3.0

SSHHEEEETT::

REVIS

ION T

ABLE

NU

MBER

DATE

REV B

Y

DESC

RIP

TIO

N

SSCCAALLEE::

11 //44""==11 '' UU..NN..OO..

PPRROO

JJEECC

TT FF

OORR

: :SSTTEEVVEE MM

ccDDOO

WWEELLL

LSSIIEE

NNNN

AA BB

UUIILL

DDIINN

GG CC

OOMM

PPAANN

Y

Y554411--22

4411--00

44006

6

DDAATTEE::

GLAZING NOTE:ALL GLAZING SHALL CONFORM TO ADDITIONAL ENERGY MEASURES SPECIFIED INATTACHED ENERGY CHECKLIST

RESERVED FOR BUILDING DEPARTMENT STAMPROB LITTLETON INC. DOES NOT REPRESENT ITSELF

AS AN ARCHITECT, ENGINEER OR SURVEYOR. IT IS

THE SOLE RESPONSIBILITY OF THE OWNER/

BUILDER TO OBTAIN ALL BUILDING PERMITS AND TO

VERIFY ALL DIMENSIONS, CONSTRUCTION METHODS

AND SITE CONDITIONS WITH THEIR CONTRACTOR,

ENGINEER AND/ OR SURVEYOR PRIOR TO

CONSTRUCTION.

MMIINNIIMMUUMM SSTTRRUUCCTTUURRAALL DDEESSIIGGNN LLOOAADDS S

DESIGN LOADS:

SNOW - 25 LBS. + DRIFT

WIND - 100 MPH

SEISMIC DESIGN CATEGORY C

FROST DEPTH - 18 INCHES

EXPOSURE - B OR C DEPENDING ON AREA

MINIMUM UNIFORM LIVE LOADS

BALCONIES - 60 LBS. SQ.FT.

DECKS - 40 LBS. SQ.FT.

FIRE ESCAPES - 40 LBS. SQ.FT.

GARAGES - 50 LBS. SQ.FT.

ATTICS ( NO STORAGE ) - 10 LBS. SQ.FT.ATTICS ( LIMITED STORAGE ) - 20 LBS. SQ.FT.ATTICS ( SERVED W/ FIXED STAIRS ) - 30 LBS. SQ.FT.

DWELLINGS - 40 LBS. SQ.FT.

STAIRS - 40 LBS. SQ.FT.

GUARDRAILS & HANDRAILS 200 LBS. SQ.FT.

AADDDDIITTIIOONNAALL EENNEERRGGYY MMEEAASSUURREESS PPRROOVVIIDDEEDD. .

INSULATION NOTE:ALL INSULATION SHALL CONFORM TO ADDITIONAL ENERGY MEASURES SPECIFIED INATTACHED ENERGY CHECKLIST

99//77//22001188

PPRROO

JJEECC

TT LL

OOCC

AATTIIOO

NN: :

LLOO

TT 88

AAWW

BBRR

EEYY VV

IILLLLAAGG

EE,, PPHH

AASSEE 22

33008811 NN

WW.. CC

OOLLOO

NNIIAA

LL DD

RR..

BBEENN

DD OO

RR.. 997777003

3

COVER SHEET

BGA 9/24/18 18-4783

X

REVIEWED FORCODE COMPLIANCE

BP-18-4783-SFD

3081 NW

COLONIAL DR

RRLL

IINNCC. .


N

BA3.01

BA3.01

BA3.01

BA3.01

AA3.01

AA3.01

AA3.01

AA3.01

DN

3060FX

3060FX

3060FX

3040SH 3040SH

5020FX

2640SH TEMP

2680

4020LS 2640SH 2880 2640SH

5020FX 9

' AFF

2040SH

2880

4050SH 12080

2880

3040SH 5040FX 3040SH

4020FX

4040DC T

EM

P

2040SH

2680

2880

5046LS

7680

2680

2646SC

2646SC

2040SH

5080

3080 10080

7680

2680 BARN

2680

2680 BARN

2680

5046LS

2680 BARN

2680

6020FX

2880

2880

26807680

2680

2480

C

C

C

C

C

C

C

C

C

CO/SD

SD

SD

SD

SD

CO/SD

2'

8'-11 1

/2"

1'-6 1

/2"

4'-10"

4'-8"

2'

3'-9"

2'-8"

3'-3"

3'-3"

3'

3' 14' 8' 14' 6' 12'-10 1/2" 7'-9" 4'-4 1/2"

70'

4'

22'

14'

22'

3'-9"

14'-4"

4'

12'36' 18' 4'

70'

15'

16'

9'-6 1

/2"

15'-5 1

/2"

56'

4'

2'

58'

4'-9" 4'-3" 4'-3" 4'-9" 6'-4 1/2" 15'-9 1/2" 13'-10" 4'-4 1/2" 3'-3" 4'-4 1/2"

5'-9"

7'-3"

13'

3'-3"

5'-9"

7'-9"

4'-5"

1'-10"

12'-6"

9'-6"

7' 7' 4'-6" 3'-6" 4'-3" 2'-10" 2'-10" 4'-1" 2'-6" 2'-6"1'

5'-6" 10'-3" 3' 6'-3"

2'

4'

4'

6'-7"

6'-1 1

/2"

2'-9"

2'-1 1

/2"

4'-3"

3'-2"

6'-6"

2'-10 1

/2"

2'-10 1

/2"

3'-9"

7'-7"

7'-5"

1 '-4"

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

2' 1'-9"

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

4'-4" 3'-2"

7'-9"

3'-6"

13'-2"

4'-6" 5'-9"

11'

9'-4"

9'-4"

3'-5"

3'

4' 13'-9"2'

3'-6"

17'-0" X 14'-8" 36'-3" X 17'-0"

9'-6" X 10'-8"

12'-11" X 12'-0"

22'-7" X 12'-2"

13'-0" X 12'-2"

13'-8" X 10'-6"

11'-0" X 12'-2"

8'-3" X 8'-9"

5'-11" X 12'-0"

4'-8" X 5'-6"

35'-10" X 7'-11"

5'-4" X 8'-6"

9'-6" X 4'-11"

5'-6" X 2'-8"

13'-2" X 8'-8"

5'-6" X 6'-0"

5'-9" X 4'-11"

13'-4" X 3'-7"

OFFICEMASTER BDRM

BEDROOM 3

BEDROOM 4BATH 3

UTILITY

ENTRY

PANTRY

COVERED PATIO AND COVERED BBQ AREA

COAT

STUDY

BATH 2

BEDROOM 2

POWDER

KITCHEN / DINING / LIVING

LIN

EN

CURBLESSTILE SHOWER

DESK AREA

MECH

1/2 WALLSOR RAIL

F/P

TV

CLOSET

66" TUB

TILESHOWER

DECK

ENTRY PATIO

PORCH

BUILT-IN'S

MIC

RO

RANGE& HOOD

REFER

DW

CONCRETE

SHELF &

RO

D

SHELVING

BUILT-IN'S

BUIL

T-IN'S

CLOSET

CLOSET

5' T/S

CLOSET

PROVIDE 2X4 FURR WALLAND MIN R15 INSUALTIONAT STAIRWELL BELOW GRADE

66 66

66

66

6666

66

66

66

66

66 66

66

6666

66

66

66

66

66

66

66

66 66

66 66 66

MSTA30 STRAPFROM 2X BLKG

TO HEADER

SIMPSON DTT2ZW/ SSTB16


SIMPSON HDU2W/ SSTB16

SIMPSON MSTC40 STRAPTO (2) 2X STUDS BELOW

SIMPSON MSTC40 STRAPFROM (2) 2X STUDS TOLVL RIM BELOW

SIMPSON MSTC40 STRAPFROM (2) 2X STUDS TOLVL RIM BELOW


SIMPSONDTT2ZW/ SSTB16

SCHEDULE NOTES:

All exterior framed walls not designated with a wall label shall be sheathed andanchored according to the requirements of shear wall 6.Studs shall be spaced at 24" o.c. maximum (plywood may be installed eithervertically or horizontally)All shear panels are to be continuous between horizontal diaphragms (roof tofloor, floor to floor, floor to foundation)All framed shear walls shall be blocked at all panel edges.

Footnotes: Apply to type 3 wall only

a) Studs and/or blocking at adjoining panel edges shall be 3x minimum and thenails shall be staggered.

b) Sill plates shall be 3x minimum and sill plate nailing shall be staggered.c) As a substitute for 3x members, double studs may be nailed together with 16d

nails @ 6" o.c.

SILL PLATE

WALL WALL SHEATHING EDGE NAILING FIELD NAILING

WALL INFORMATION

SHEARWALL SCHEDULE

SW-6

SW-4

7/16" on one

side of wall8d @ 6" o.c.

8d @ 4" o.c.

8d @ 12" o.c.

8d @ 12" o.c.

SW-3

Notes:

a,b,c

8d @ 3" o.c. 8d @ 12" o.c.

7/16" on one

side of wall

7/16" on one

side of wall

RIM JOISTFOUNDATION

ANCHORS

FASTENERS (Where Applicable)

16d @ 6" o.c.

16d @ 4" o.c.

Simpson LS50

@ 24" o.c.

1/2"Øx10" A.B.

@ 48" o.c.

1/2"Øx10" A.B.

@ 30" o.c.

16d @ 3" o.c. 1/2"Øx10" A.B.

@ 24" o.c.

Simpson LS50

@ 18" o.c.

Simpson LS50

@ 16" o.c.

ALLOWABLE

LOAD

255

395

770

WD1S5.01WD1S5.01

WD2S5.01WD2S5.01

A1.02

554411--22

8800--11

112200 PP

HH PP

OO BB

OOXX 77

11667

7554411--66

1100--11

774444 FF

AAXX BB

EENN

DD OO

RR,,99

7777008

8C C

CCBB## 11

665522887

7


RREESSIIDD

EENN

TTIIAA

LL CC

OONN

SSTTRRUU

CCTTIIOO

N

N AANNDD

DDEESSIIGG

N

N

SSHHEEEETT::

REVIS

ION T

ABLE

NU

MBER

DATE

REV B

Y

DESC

RIP

TIO

N

SSCCAALLEE::

11 //44""==11 '' UU..NN..OO..

PPRROO

JJEECC

TT FF

OORR

: :SSTTEEVVEE MM

ccDDOO

WWEELLL

LSSIIEE

NNNN

AA BB

UUIILL

DDIINN

GG CC

OOMM

PPAANN

Y

Y554411--22

4411--00

44006

6

DDAATTEE::

RESERVED FOR BUILDING DEPARTMENT STAMP

99//77//22001188

MMAAIINN FFLLOOOORR PPLLAANN22776688 SSQQ..FFTT..

PPRROO

JJEECC

TT LL

OOCC

AATTIIOO

NN: :

LLOO

TT 88

AAWW

BBRR

EEYY VV

IILLLLAAGG

EE,, PPHH

AASSEE 22

33008811 NN

WW.. CC

OOLLOO

NNIIAA

LL DD

RR..

BBEENN

DD OO

RR.. 997777003

3

MAIN FLOORPLAN

Exhaust Rates for Residential Dwellings Table M1507.4 Range hoods/ downdraft exhaust Min. 150 cfm intermittent. Exhaust to outside. Rooms containing bathing and spa facilities Min. 80 cfm intermittent or 20 cfm continuous Toilet rooms without bathing or spa facilities, when not provided with natural ventilation in accordance with Section R303.3.2 Min. 50 cfm Handrails/Stairways Stairways shall comply with R311.7 Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finished surface of the ramp slope, shall be not less than 30 inches and not more than 38 inches. R311.7.7, R311.7.7.1 Fireblock Protection R302.11 Fire blocking. In combustible construction, fire blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. R310 Emergency Egress Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches (1118 mm) above the floor. R310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet (0.530 m2). Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2). R310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (610 mm). R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys, tools or special knowledge. Minimum sill height 24” or per R612.2. Tempered- Door 24” Safety glazing required when located adjacent to a door with nearest vertical edge located within 24 inches in closed position and bottom of glazing less than 60 inches above walking service. Exception given when wall with glazing is perpendicular to door and door does not swing towards glazing. (R308.4 #2) Tempered- Shower/Bathtub Glazing in enclosures for or walls facing hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers where the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking surface. (R308.4 #5) Tempered- Stairway Safety glazing required adjacent to stairways when within 36 inches horizontally of walking service and glazing less than 60 inches above walking surface, also required within 60 inches horizontally of bottom tread when glazing less than 60 inches above walking surface. One tread constitutes stairway per building code.(R308.4 #7) CURBLESS SHOWERS NEED TO MEET THE REQUIREMENTS OF OPSC 408.5 AND 408.6 PLUMBING OR ELECTRICAL HAS NOT BEEN REVIEWED

T T

T


BP-18-4783-SFD 3081 NW COLONIAL DR

RRLL

IINNCC. .


N

3050SH3050SH

3050SH3050SH

26683068

2868

3068

3' GATE 18080

2840

DN

UP

UP

C

C

4' 16' 24' 18' 14'-10" 5'

3'-7"33'-5 1/2"

6'-6"

4'

7'-6"

7'

6'

15'

16'

31'

62'

40'

22'

7'-8"

3'-10"

3'-2"

70'

3' 10' 3' 4' 16' 4'

3'-7"

28'-1 1

/2"

12'-6"

12'

9'-10"

10' 6'-6"

3'-2"

5'-10" 5'

14'-2" 8'-5 1/2"

2'-6"

5'-2"

7'

3'-2"

3'-10"

4' 18' 36' 12'

4'

4'

23'-0" X 24'-0"

15'-6" X 18'-0"

26'-6" X 6'-8"

9'-8" X 6'-0"

3'-6" X 6'-10"

GARAGE

HOBBY / GAMES

MECH CLOSET/BATH

MUD AREA / STAIR

CRAWLSPACE

STORAGE LOCKERS/ SHELVES

COAT HOOKS

BOOT BENCH

PLANTER

PLANTER

WATER FEATURE

A/C

CONC.STEPS

ACCESS DOOR20 MIN RATED

20 MIN RATED

FAU

ON DEMANDWATER HEATER

PROVIDE 2X4 FURR WALLAND MIN R15 INSUALTIONAT STAIRWELL BELOW GRADE

44

44

44

44

44

SHEATH C

ON

TIN

UO

US

44

44










SCHEDULE NOTES:

All exterior framed walls not designated with a wall label shall be sheathed andanchored according to the requirements of shear wall 6.Studs shall be spaced at 24" o.c. maximum (plywood may be installed eithervertically or horizontally)All shear panels are to be continuous between horizontal diaphragms (roof tofloor, floor to floor, floor to foundation)All framed shear walls shall be blocked at all panel edges.

Footnotes: Apply to type 3 wall only

a) Studs and/or blocking at adjoining panel edges shall be 3x minimum and thenails shall be staggered.

b) Sill plates shall be 3x minimum and sill plate nailing shall be staggered.c) As a substitute for 3x members, double studs may be nailed together with 16d

nails @ 6" o.c.

SILL PLATE

WALL WALL SHEATHING EDGE NAILING FIELD NAILING

WALL INFORMATION

SHEARWALL SCHEDULE

SW-6

SW-4

7/16" on one

side of wall8d @ 6" o.c.

8d @ 4" o.c.

8d @ 12" o.c.

8d @ 12" o.c.

SW-3

Notes:

a,b,c

8d @ 3" o.c. 8d @ 12" o.c.

7/16" on one

side of wall

7/16" on one

side of wall

RIM JOISTFOUNDATION

ANCHORS

FASTENERS (Where Applicable)

16d @ 6" o.c.

16d @ 4" o.c.

Simpson LS50

@ 24" o.c.

1/2"Øx10" A.B.

@ 48" o.c.

1/2"Øx10" A.B.

@ 30" o.c.

16d @ 3" o.c. 1/2"Øx10" A.B.

@ 24" o.c.

Simpson LS50

@ 18" o.c.

Simpson LS50

@ 16" o.c.

ALLOWABLE

LOAD

255

395

770

A1.03

554411--22

8800--11

112200 PP

HH PP

OO BB

OOXX 77

11667

7554411--66

1100--11

774444 FF

AAXX BB

EENN

DD OO

RR,,99

7777008

8C C

CCBB## 11

665522887

7


RREESSIIDD

EENN

TTIIAA

LL CC

OONN

SSTTRRUU

CCTTIIOO

N

N AANNDD

DDEESSIIGG

N

N

SSHHEEEETT::

REVIS

ION T

ABLE

NU

MBER

DATE

REV B

Y

DESC

RIP

TIO

N

SSCCAALLEE::

11 //44""==11 '' UU..NN..OO..

PPRROO

JJEECC

TT FF

OORR

: :SSTTEEVVEE MM

ccDDOO

WWEELLL

LSSIIEE

NNNN

AA BB

UUIILL

DDIINN

GG CC

OOMM

PPAANN

Y

Y554411--22

4411--00

44006

6

DDAATTEE::


99//77//22001188

LLOOWWEERR FFLLOOOORR PPLLAANN557788 SSQQ..FFTT..

GGAARRAAGGEE 660033 SSQQ..FFTT. .

PPRROO

JJEECC

TT LL

OOCC

AATTIIOO

NN: :

LLOO

TT 88

AAWW

BBRR

EEYY VV

IILLLLAAGG

EE,, PPHH

AASSEE 22

33008811 NN

WW.. CC

OOLLOO

NNIIAA

LL DD

RR..

BBEENN

DD OO

RR.. 997777003

3

LOWER FLOORPLAN

1/2 DRYWALL CEILING IF USED FOR STORAGE OR CONTAINS FUEL FIRED APPLIANCE


BP-18-4783-SFD

3081 NW

COLONIAL DR

RRLL

IINNCC. .


N

3

12

8'1

0'-1"

8'

32'-0 3

/4"

4'

2'

9'-1"

UPPER LEVEL FF

TOP OF GARAGE SLAB = 117.00

LOWER LEVEL FF = 119.00

WINDOW HEAD ATLOWER FLOOR

TYP.WINDOW AT UPPER FLOOR(SEE FLOOR PLAN FORSPECIFIC HT. CALLOUTS)

T.O.W. UPPER FLOOR

T.O.W. LOWER FLOOR

HIGHEST RIDGE ABOVE GRADE = 145.06

EXISTING GRADE AT FRONT ELEVATION = 113.00SLOPE OF PROPOSED GRADE

TYP.

8'1

0'-1"

16'-5"

UPPER LEVEL FF = 130.00


T.O.W. UPPER FLOOR


EXISTING GRADE AT NW CORNER = 129.50

EXISTING GRADE AT SW CORNER = 134.00

PROPOSED GRADE AT REAR YARD = 129.50

15'-5"

A2.01

554411--22

8800--11

112200 PP

HH PP

OO BB

OOXX 77

11667

7

554411--66

1100--11

774444 FF

AAXX BB

EENN

DD OO

RR,,99

7777008

8

C CCC

BB## 11

665522887

7


RREESSIIDD

EENN

TTIIAA

LL CC

OONN

SSTTRRUU

CCTTIIOO

N

N AANNDD

DDEESSIIGG

N

N

SSHHEEEETT::

REVIS

ION T

ABLE

NU

MBER

DATE

REV B

Y

DESC

RIP

TIO

N

SSCCAALLEE::

11 //44""==11 '' UU..NN..OO..

PPRROO

JJEECC

TT FF

OORR

: :SSTTEEVVEE MM

ccDDOO

WWEELLL

LSSIIEE

NNNN

AA BB

UUIILL

DDIINN

GG CC

OOMM

PPAANN

Y

Y554411--22

4411--00

44006

6

DDAATTEE::


99//77//22001188

RREEAARR EELLEEVVAATTIIOON N

FFRROONNTT EELLEEVVAATTIIOONN

PPRROO

JJEECC

TT LL

OOCC

AATTIIOO

NN: :

LLOO

TT 88

AAWW

BBRR

EEYY VV

IILLLLAAGG

EE,, PPHH

AASSEE 22

33008811 NN

WW.. CC

OOLLOO

NNIIAA

LL DD

RR..

BBEENN

DD OO

RR.. 997777003

3

EXTERIOR

ELEVATIONS


BP-18-4783-SFD

3081 NW

COLONIAL DR

RRLL

IINNCC. .


N

3

12

8'1

0'-1"

8'

32'-0 3

/4"

4'

2'

9'-1"

12'

14'

16'-5"

UPPER LEVEL FF





T.O.W. UPPER FLOOR

T.O.W. LOWER FLOOR


EXISTING GRADE AT NE GARAGE CORNER = 113.00


HIGHEST RIDGE ABOVE GRADE - 145.06


BOULDER

RETAINING

SLO

PE OF

PROPO

SED GRADE

SLOPE OF EXISTING GRADE

EXISTING GRADE AT FRONT SETBACK = 108.50

BOULDER RETAINING

BOULDER RETAINING

TYP.

15'-5"

8' 1

0'-1"

8'

32'-0 3

/4"

4'

2'

9'-1"

11'-0 3

/4"

12'

14'

UPPER LEVEL FF





T.O.W. UPPER FLOOR

T.O.W. LOWER FLOOR


EXISTING GRADE AT FRONT ELEVATION = 113.00


HIGHEST RIDGE ABOVE GRADE - 145.06


PROPOSED GRADE AT REAR YARD = 129.50

SLOPE OF PROPOSED GRADE

BOULDER RETAINING

SLOPE OF EXISTING GRADE

BOULDER RETAINING

EXISTING GRADE AT FRONT SETBACK= 110.00

BOULDER RETAINING

A2.02

554411--22

8800--11

112200 PP

HH PP

OO BB

OOXX 77

11667

7

554411--66

1100--11

774444 FF

AAXX BB

EENN

DD OO

RR,,99

7777008

8

C CCC

BB## 11

665522887

7


RREESSIIDD

EENN

TTIIAA

LL CC

OONN

SSTTRRUU

CCTTIIOO

N

N AANNDD

DDEESSIIGG

N

N

SSHHEEEETT::

REVIS

ION T

ABLE

NU

MBER

DATE

REV B

Y

DESC

RIP

TIO

N

SSCCAALLEE::

11 //44""==11 '' UU..NN..OO..

PPRROO

JJEECC

TT FF

OORR

: :SSTTEEVVEE MM

ccDDOO

WWEELLL

LSSIIEE

NNNN

AA BB

UUIILL

DDIINN

GG CC

OOMM

PPAANN

Y

Y554411--22

4411--00

44006

6

DDAATTEE::


99//77//22001188

LLEEFFTT EELLEEVVAATTIIOON N

RRIIGGHHTT EELLEEVVAATTIIOONN

PPRROO

JJEECC

TT LL

OOCC

AATTIIOO

NN: :

LLOO

TT 88

AAWW

BBRR

EEYY VV

IILLLLAAGG

EE,, PPHH

AASSEE 22

33008811 NN

WW.. CC

OOLLOO

NNIIAA

LL DD

RR..

BBEENN

DD OO

RR.. 997777003

3

EEXXTTEERRIIOORR FFIINNIISSHH NNOOTTEESS

ROOFING - 50 YEAR COMPOSITION

FASCIA - 2X10 PRIMED TRIMSHADOW BOARD- 1X4 PRIMED TRIM

SIDING -UPPER- 5 1/4" HARDI-LAP W/ 4" EXPOSURE (2 COURSES) 9 1/4" HARDI-LAP W/ 8" EXPOSURE (1 COURSE)

CORNER TRIM - METAL CORNERS

BAND TRIM - 2X10 PRIMED TRIM

WINDOW TRIM - 5/4 X 4 SIDE TRIM 5/4 X 4 APRON 5/4 X 4 HEAD

STONE VENEER - CULTURED BRICK (VERIFY W/ BUILDER)

BUILT-UP COLUMNS- CULTURED BRICK OR SIDING PER BUILDER

EXPOSED BEAMS- 6X RESAWN DF PER PLAN

DECKING- 2X6 CEDAR OR 5/4 X 6 COMPOSITE- VERIFY W/ CONTRACTOR(MIN RAIL HT 36" AFF. MAX CLEAR OPENING 4" WHERE APPLIES)

RAIL- HORIZONTAL TUBE RAIL -POWDER COATED BLACK

EXTERIOR

ELEVATIONS


BP-18-4783-SFD

3081 NW

COLONIAL DR

RESERVED FOR BUILDING DEPARTMENT STAMPTable M1507.4 Range hoods/ downdraft exhaust Min. 150 cfm...

Documents

Transcript of RESERVED FOR BUILDING DEPARTMENT STAMPTable M1507.4 Range hoods/ downdraft exhaust Min. 150 cfm...