site plan lot 31 crescent hills alex meisner … · scale in feet meadow street (220 north) for go...

6
SCALE IN FEET MEADOW STREET (220 NORTH) FOR engineering llc go CIVIL 590 N. 800 W. cedar city, ut 84721 #(435) 586-9592 WWW.GOCIVIL.NET SITE PLAN LOT 31 CRESCENT HILLS ALEX MEISNER CONSTRUCTION CRESCENT HILLS, CEDAR CITY, UTAH

Upload: others

Post on 19-Apr-2020

1 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: SITE PLAN LOT 31 CRESCENT HILLS ALEX MEISNER … · scale in feet meadow street (220 north) for go civil engineering llc 590 n. 800 w. cedar city, ut 84721 #(435) 586-9592 site plan

SCALE IN FEET

MEADOW STREET (220 NORTH)

FOR

eng

inee

rin

g l

lcg

o C

IVIL

590

N. 8

00 W

.ce

da

r c

ity

, ut

847

21#(

435)

586

-959

2W

WW

.GO

CIV

IL.N

ET

SIT

E P

LAN

LOT

31

CRES

CEN

T H

ILLS

ALE

X M

EISN

ER C

ON

STR

UCT

ION

CRES

CEN

T H

ILLS

, CED

AR

CIT

Y, U

TA

H

Page 2: SITE PLAN LOT 31 CRESCENT HILLS ALEX MEISNER … · scale in feet meadow street (220 north) for go civil engineering llc 590 n. 800 w. cedar city, ut 84721 #(435) 586-9592 site plan

DW

16x8 OVERHEAD DOOR

16x8 OVERHEAD DOOR

ARCH

15'-7

1 2"2'

2668

5050

5x5

2030

8'24

'-6"

32'-6

"

5'3068

14'

GARAGE

SCALE: 1/4"=1'

MAIN FLOOR PLAN

LIVING SPACE: 701 S.F. (PER UNIT MAIN FLOOR)

431 S.F.

13'

6'-6" 6'-6"

CONCRETE FOUNDATION WALL

CONCRETE STEM WALL

LIVING ROOM

KITCHEN

LIVING ROOM

40'

2' 16' 4' 16' 2'

13'-4

1 2"

4' 5'-914"

3'-73 4"

3'-73 4"

UP

13'-014"

2868

23'-1

"

22'-1

"

58 SHEET ROCK ON CEILING(1 HOUR FIRE SEPARATIONFROM SECOND FLOOR)

13'DINING

11'

17'-7

"

3'-61 2"

6'-10"

7'

3'-6"

3'-7" 4'-434" 6'-4"

2'-6"4'-834"

434"

2468

DW

ARCH

15'-7

1 2"2'

2668

5050

5x5

2030

8'24

'-6"

32'-6

"

5'

3068

15'

GARAGE

13'

6'-6"6'-6"

CONCRETE FOUNDATION WALL

CONCRETE STEM WALL

KITCHEN

LIVING ROOM

13'-4

1 2"

4'5'-914"

UP

14'-014"

2868

58 SHEET ROCK ON CEILING(1 HOUR FIRE SEPARATION

FROM SECOND FLOOR)

DINING

11'

18'-7

"

3'-61 2"

6'-10"

7'

3'-6"

3'-7"4'-434"6'-4"

2'-6" 4'-834"

434"

2468

24'

6' 6' 6' 6'

3'-6"2'

6'3'-

6"

4'

STEP (AS NEEDED) STEP (AS NEEDED)

4'

451 S.F.

2868

2868

SD/CO SD/CO

ALL OUTLETSTO BE GFCI

ALL OUTLETSTO BE GFCI

ALL OUTLETSTO BE GFCI

ALL OUTLETSTO BE GFCI W

ASHDRY

4040 SLIDER

13'-6"

6'-9"

11'-4"

6'-11"

12'-7"

MASTER BEDROOM

39'-6

"

INSTALL INSULATION AND VAPORBARRIER BEHIND TUB/ SHOWER

ON EXTERIOR WALLS BEFOREINSTALLING TUB/ SHOWER

22'-3

"17

'-3"

W.H.

CHASE2068

2868

2668

WASH DRY

2030 SINGLE HUNG

4040 SLIDER

13'-6"

6'-9"

11'-4"

6'-11"

12'-7"

22'-3

"17

'-3"

W.H.

CHASE2068

2868

4X4

2668

50'

6'-8" 12'-814" 11'-33

4" 12'-814" 6'-8"

10'-3

1 2"

6'-9" 9'-2"

W.I.C.

2030

TEM

P

2030

TEM

PSI

NGLE

HUN

G

SING

LE H

UNG

10'-4

"

9'-914" 5'-11

2"

6'-61 2"

3'-21 2"

5'

2'-812"

2'-8"

4'-312"

5'

10'-4

"

4'-312"

3'-6"

8'

5'-112" 9'-91

4"

12'-7

"

3'-21 2"

INSTALL INSULATION AND VAPORBARRIER BEHIND TUB/ SHOWERON EXTERIOR WALLS BEFOREINSTALLING TUB/ SHOWER

SCALE: 1/4"=1'

UPPER FLOOR PLAN

LIVING SPACE: 966 S.F. (PER UNIT)

ATTICACCESS

ATTICACCESS

FURNACE IN ATTIC(PROVIDE WALKWAYFROM ACCESS TOFURNACE)

FURNACE IN ATTIC(PROVIDE WALKWAY

FROM ACCESS TOFURNACE)

SDSD

DOWNDOWN

3'-334" 9'-2"3'-6"9'-2"

3'-73 4"

3'-21 4"

3'-73 4"

3'-21 4"

2'-8"

6'-61 2"

2'-812"

2868 2868

SHOWER

2668

2668

2868

W.I.C.

MASTER BEDROOM

BEDROOMBEDROOM

4X44X4

8'

28682868

2868

W.I.C.

BEDROOM

4X4

2030 SINGLE HUNG

6'-9"

5'-31 2"

8'-3" 8'-3"

5'-31 2"

14'-1

1"

13'-7

"

11'-1034" 11'-103

4" 11'-1034"10'-103

4"

10'-6

"

14'-1

1"

1'-4"

1'-4"

10'-6

"

3'-21 2"

3'-21 2"

8'-3"

SHOWER

2668

2668

8'-3"2'-1112"

5' 2'-1112" 2'-111

2" 5'MASTER BEDROOM

SD

SDSD

SD

SDSDSDSD

9'-1"

6"

9'-1"

6"

2868

MASTER BATH MASTER BATH

3'-334"3'-33

4"

6'-412" 6'-41

2"

2868

ALL OUTLETSTO BE GFCI

ALL OUTLETSTO BE GFCI

BATHROOM BATHROOM

FLO

OR

PLA

NS

CRES

CEN

T H

ILLS

TO

WN

HO

MES

ALE

X M

EISN

ERCE

DA

R C

ITY

, UT

AH

Page 3: SITE PLAN LOT 31 CRESCENT HILLS ALEX MEISNER … · scale in feet meadow street (220 north) for go civil engineering llc 590 n. 800 w. cedar city, ut 84721 #(435) 586-9592 site plan

FINISH FLOOR0'-0"

HEADERS6'-8"

2ND FLOOR10'-0"

TOP PLATE18'-0"

SCALE: 1/4"=1'

FRONT ELEVATION

612

612

612

612

2ND FLOOR16'-8"

SCALE: 1/4"=1'

SIDE ELEVATION

612

SCALE: 1/4"=1'

REAR ELEVATION

SCALE: 1/4"=1'

section / THERMAL ENVELOPE

612

GARAGE

LAUNDRY ROOM W.I.C. MASTER BATHROOMBEDROOM

DINING KITCHEN

R-30 INSULATION

R-20 INSULATION

R-20 INSULATION

R-20 INSULATION

R-49 INSULATION

R-49 INSULATION

R-20 INSULATION

GIRDER TRUSS

FLOOR BEAM PER PLAN

MONO TRUSSES

elev

at

ion

sCr

esce

nt

hil

ls T

OW

N H

OM

ESA

LEX

MEI

SNER

CED

AR

CIT

Y, U

TA

H

Page 4: SITE PLAN LOT 31 CRESCENT HILLS ALEX MEISNER … · scale in feet meadow street (220 north) for go civil engineering llc 590 n. 800 w. cedar city, ut 84721 #(435) 586-9592 site plan

DW DW

FOUNDATION STRAP LOCATION

NOTE: HTT4 ARE APPROVED SUBSTITUTE

SCALE: 1/4"=1'

FOUNDATION PLAN

1S-3

1S-3

1S-3

1S-3

1S-3

32'-6

"

13'

24'

13'

4'

6S-3

6S-3

2S-3

2S-3

32'-6

"4'

7'

43'-6

"

20'-2" 19'-10"

2' 16' 2'-2" 1'-10" 16' 2'

15'

19'2'19'4'-

51 4"18

'-03 4"

1'

24'2'24'

4'

14'

7' 18'

5'

15'-2

3 4"2'

15'-3

1 4"

4'

42"x42"x12" SPOT FOOTINGW/ (4)#4 BARS EACH WAY

2'-3"

4'-10"

29'-912"

15'-2

3 4"2'

1'-91 2"

2'3'-

33 4"

4S-3

4S-3

4S-3

4S-3

SCALE: 1/4"=1'

UPPER FLOOR FRAMING

FLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 20 PSF

DW DW

GIRDER TRUSSGIRDER TRUSS

GIRDER TRUSS GIRDER TRUSS

BEARING WALL

(2)1-3/4x 9-1/2 LVLs

7S-3

11-7/8 6000 BCI FLOOR JOIST @ 16" O.C.

(3)1-3/4x 11-7/8 LVLs (3)1-3/4x 11-7/8 LVLs

(2)1-3/4x 9-1/2 LVLs

FOU

ND

AT

ION

AN

D F

LOO

R F

RA

MIN

GST

ON

E G

AT

E T

OW

N H

OM

ESA

LEX

MEI

SNER

CED

AR

CIT

Y, U

TA

H

4-26-18

Page 5: SITE PLAN LOT 31 CRESCENT HILLS ALEX MEISNER … · scale in feet meadow street (220 north) for go civil engineering llc 590 n. 800 w. cedar city, ut 84721 #(435) 586-9592 site plan

WASH

DRY

W.H. WASH DRY W.H.

OVERBUILD

OVERBUILD

ROOF FRAMING NOTES1. TYP. ROOF SHEATHING SHALL BE 7/16" (MIN) SHEATHING NAILED TO TRUSSES WITH 8D NAILS@ 6" O.C. STAGGER SHEETS WITH LONG DIMENSION ACROSS TRUSSES.

2. TRUSS MANUFACTURE SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE DESIGNPROFESSIONAL OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION.

3. REFERENCE APPROVED SHOP DRAWINGS FROM TRUSS MANUFACTURE FORCONSTRUCTION.

4. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED AND SUPPLIED BY THE TRUSSDESIGNER/MANUFACTURER AND SHALL BE LISTED IN THE TRUSS DESIGN PACKAGE.

5. FOR CLARITY, NOT ALL OVERBUILD FRAMING HAS BEEN SHOWN. ALL OVERBUILD SHALL BECONSTRUCTED PER INDUSTRY STANDARD OF CARE. ENGINEERED VALLEY SET TRUSSESSHALL BE USED WHER PRACTICAL. SHEATH FRAMING UNDER OVERBUILD AND PROVIDEVENTILATION OPENINGS AS REQUIRED PER CODE.

6. PROVIDE VENTILATION PER IRC SECTION R806.

7. PROVIDE ATTIC ACCESS PER IRC SECTION R307.

HEADER SCHEDULEOPENING WIDTH

BEARING WALLOR

SHEARWALL

0'-0" TO 3'-0"

3'-1" TO 5'-0"

5'-1" TO 7'-0"

NON-BEARING WALLS

2-2x6's

2-2x10's

2-2x12's

2-2x4's

2-2x4's

2-2x6's

7'-1" TO 9'-0" 2-2x12's w/PLYWD. FLITCH 2-2x8's

1. USE HEADER SIZES ABOVE UNLESSOTHERWISE NOTED ON FRAMING PLAN

SW1

Shearwall scheduleSHEATHINGTHICKNESS

NAILSIZE

NAIL SPACING BOTTOM PLATE ANCHORBOLT @ FOUNDATIONEDGE FIELD

1 7/16 " 8d 6" O.C. 12" O.C. 1/2 IN. DIA. ANCHOR BOLT @ 32" O.C.16d COMMON NAIL @ 3.75" O.C. 260

2 7/16 " 8d 4" O.C. 12" O.C. 1/2 IN. DIA. ANCHOR BOLT @ 32" O.C.16d COMMON NAIL @ 2.75" O.C. 380

3 7/16 " 8d 3" O.C. 12" O.C. 1/2 IN. DIA. ANCHOR BOLT @ 32" O.C.16d COMMON NAIL @ 2.00" O.C. 490

SHEARWALL MARKER

SCALE: 1/4"=1'

ROOF PLAN

ROOF SNOW LOAD: 30 PSFROOF DEAD LOAD: 15 PSF

GABL

E EN

D

GABL

E EN

D

GABLE ENDSW3 SW

3SW3

SW 1 SW 1

SW1

SW1

SW1

SW1

SW1SW1

SW3

RIDGE

6:12

SLOP

E6:1

2SL

OPE

RIDGE

6:12

SLOP

E6:1

2SL

OPE

RIDG

E6:12SLOPE

6:12SLOPE

RIDG

E6:12SLOPE

6:12SLOPE

RIDG

E6:12SLOPE

6:12SLOPE

MONO TRUSSES @ 24" O.C.(3)2x8 DFN #2 (3)2x8 DFN #2

(2)1-3/4x11-7/8 LVLs (2)1-3/4x11-7/8 LVLs

EXTEND HEADERPAST OPENING 2'

OR TO CORNER (TYP)

RO

OF

FRA

MIN

GCR

ESCE

NT

HIL

LS T

OW

N H

OM

ESA

LEX

MEI

SNER

CED

AR

CIT

Y, U

TA

H

4-26-18

Page 6: SITE PLAN LOT 31 CRESCENT HILLS ALEX MEISNER … · scale in feet meadow street (220 north) for go civil engineering llc 590 n. 800 w. cedar city, ut 84721 #(435) 586-9592 site plan

THICKENED SLAB FOOTINGSCALE: 1/2"=1'

SCALE: 1/2"=1'

5% SLOPE 10' MIN. AWAY FROM BUILDING

TYPICAL WALL SECTION

1/2" DRYWALL FINISH

DLB. 2X10 WINDOW HEADER

2X6 EXTERIOR FRAMING @ 16" O.C.

BOTTOM SILL

2X6 TREATED SOLE PLATE

4" CONC. FLOOR SLAB

RECOMPACTED NATIVE SOIL

10" X 20" CONT. CONC. FTG.W/ (2) #4 BARS CONT. HORIZ.

MOISTURE BARRIER

EXTERIOR FINISH

WINDOW

7/16 OSB SHEATHING

R-20 INSULATION

DOUBLE 2X6 TOP PLATE2X BLOCKING

PRE-ENGINEERED ROOF TRUSSES PER MFG.

15# FELT & ASPHALT SHINGLES7/16 OSB SHEATHING (MIN.)

20" X 10" CONT. CONC. FTG.W/ (2) #4 BARS CONT. HORIZ.

4" CONC. FLOOR SLAB

RECOMPACTED NATIVE SOIL

2X4 INTERIOR FRAMING @ 16" O.C.

8" CONC. FOUNDATION WALLSEE CHART FOR STEEL SPACING

ICE BARRIER

1/2"x 10" "J" BOLTS @32" O.C.W/ CUT WASHER AND 3X3 SLOTTEDWASHER (SEE SHEARWALL SCHEDULE)

R-49 INSULATION

VAPOR BARRIER

STAIR DETAILNOT TO SCALE

6'-8"

MIN

.

9'-0"

MAIN FLOOR

MAIN LEVEL

3'-0"

UP STAIRS

HANDRAIL

7"

10"

2"X4" KICKER PLATE

TREADS @ 10" EA.(1-1/8" PB NOSING)

RISERS @ APPROX. 1-1/4" EA.(1/2" PINE)

(3) 11-7/8"X1-1/4"TIMBERSTRAND STRINGERS

2X10 DP

5/8" TYPE "X" GYP.BOARD UNDER STAIRS (TYP)

A35 SIMPSON HANGERON EACH STRINGER

RIGID FOAM INSULATION

FIBER BOARD THERMAL BREAK

(6) #4 BARS

(3) #4 BARSEACH WAY TOP & BOTTOMCOMPACT TO 95% MAX DRY DENSITY

TO ACHIEVE 1500 PSF MIN. SOIL BEARING

SCALE: 1/2"=1'

DETAIL SPOT FTG

5% MIN. FOR 10' FROM BUILDING

4" COMPACTED GRAVEL FILL

B B

SCALE: 1/2"=1'

section B-b

#3 BAR TIES

(6) #4 BARS

#3 BAR TIES

12" DIA. SONO TUBE

12" DIA. SONO TUBE

1-

2-

4-

3-

THICKENED SLAB FOOTINGSCALE: 1/2"=1'

24" X 12" CONT. CONC. FTG.W/ (3) #4 BARS CONT. HORIZ.

4" CONC. FLOOR SLAB

RECOMPACTED NATIVE SOIL

2X4 INTERIOR FRAMING @ 16" O.C.

VAPOR BARRIER

6-

2X4 INTERIOR FRAMING @ 16" O.C.

SHAFT LINER

1/2" DRYWALL FINISH

DOUBLE 2X6 TOP PLATE

23/32" T&G SUB-FLOOR11-7/8" BCI FLOOR JOISTS @ 16" O.C.SOLE PLATE

2X4 FRAMING @ 16" O.C.

2X4 FRAMING @ 16" O.C.

SCALE: 1/2"=1'

PARTY WALL7-

R-20 INSULATION

R-15 INSULATION IN WALLS

SHAFT LINER

DET

AIL

SST

ON

E G

AT

E T

OW

N H

OM

ESA

LEX

MEI

SNER

CED

AR

CIT

Y, U

TA

H

4-26-18