2 1 L LO N - Sienna Building

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541-2

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RR R RLL LL

INC.

INC.

INC.

INC.

OB

OB

OB

OB ITTLETON

ITTLETON

ITTLETON

IT

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EN

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ROB 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.

79.5

6'

1 20.73'

29.8

1'

N

UP

UP

130'

1 10'130'

POWER & COMM POWER & COMM

PO

WER

& C

OM

M

PO

WER

& C

OM

M

PO

WER

& C

OM

M

PO

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& C

OM

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W W W W W W W W

W

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W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SAN S

EW

E R

SA N S

E W

E R

S A N S

EW

ER

S A N S

E W

ER

SAN S

E W

ER

S A N S

E W

ER

12'

1 4' 23'

24' 24' 6.8'

6 5 . 71'

65.2

5'

31 .74'

30'

10'

PT COMMON

ASHWOOD DR

ASPHALT D

RIV

E

3100 S

Q.F

T.

SLATE WALKWAY150 SQ.FT.

HEAT PUMP

PROPANE TANK

24"P

24"P8"P

24"J

18"P

12"J

100.0

0'

1 02.0 0 ' 10 4 .00'

350' C

U.F

T.

310' CU.FT.

29.8

1'

700 CU.FT.

F LOW T O

DRAIN

AGE

RET E NTI O

N

FLOW T O D R A INAGE

R ET E NT I ON

FLOW TO DRAINAGERETENTION

TYP.DOWNSPOUT

120 C

U . F T.

GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES

GENERAL:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES.2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE DESIGNER/ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES OR SUBCONTRACTORS.3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS.4.CODES: ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF CONFLICT WHERE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE DESIGNER OF ALL CONFLICTS.

DIMENSIONS:

1.ALL INFORMATION SHOWN ON THE DRAWINGS, RELATIVE TO THE EXISTING CONDITIONS ARE GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY, THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONDITION ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK.2. EXTERIOR DIMENSIONS OF PLANS ARE TO BUILDING GRIDLINES OR FACE OF FRAMING UNLESS NOTED OTHERWISE.3. INTERIOR DIMENSIONS OF PLANS ARE TO GRIDLINES OR FACE OF FRAMING UNLESS NOTED OTHERWISE.4. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE PLANS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE DESIGNER IF DISCREPANCIES ARE FOUND.5. COORDINATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS.

FIRE PROTECTION:

1. PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY THE CODE.

CONSTRUCTION:

1. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS.3. THERE SHALL BE NO EXPOSED PIPES, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED ON THE CONSTRUCTION DRAWINGS,4. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS.5. GENERAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS FOR ALL REQUIRED ROUGH-INS AND TRENCHING REQUIRED FOR ELECTRICAL AND PLUMBING RUNS.6. PROVIDE PRESSURE TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS TO BE EXPOSED TO THE EXTERIOR OR WHERE WOOD COMES INTO CONTACT WITH CONCRETE OR SOIL.

SHEET:SHEET:SHEET:SHEET:

SCALE:SCALE:SCALE:SCALE:

REVISION:REVISION:REVISION:REVISION:

1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO

SCOPE OF WORKSCOPE OF WORKSCOPE OF WORKSCOPE OF WORK

DATE:DATE:DATE:DATE:

PR

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LOT AREA= 20315 SQ.FTPROPOSED BUILDING COVERAGE = 3260 SQ. FT.TOTAL LOT COVERAGE = 16.04%

IMPERVIOUS AREA:

DRIVEWAY= 3100 SQ.FT.WALKWAY= 150 SQ.FT.ROOF AREA= 3845 SQ.FT._____________________________TOTAL= 7095 SQ.FT. IMPERVIOUS AREAX.20_____________________________1419 CU.FT. RETENTION REQUIRED1480 CU.FT. RETENTION PROVIDED

BUILDING LOT COVERAGEBUILDING LOT COVERAGEBUILDING LOT COVERAGEBUILDING LOT COVERAGEAND CALCULATIONSAND CALCULATIONSAND CALCULATIONSAND CALCULATIONS

SITE PLAN 1"= 20'SITE PLAN 1"= 20'SITE PLAN 1"= 20' SITE PLAN 1"= 20'

SITE INFORMATION PROVIDED BY COUNTY TAX MAP AND OWNER VERIFICATION.ALL SITECONDITIONS TO BE VERIFIED PRIOR TOCONSTRUCTION

ALL SETBACKS, EASEMENTS AND CC&RREQUIREMENTS TO BE VERIFIED PRIOR TOCONSTRUCTION

FINAL SITING OF THE DWELLING SHALL BE THESOLE RESPONSIBILITY OF THE CONTRACTOR

ALL HARDSCAPE DRAINAGE TO BE DIRECTEDTO LANDSCAPE RETENTION

CONFIRM ALL UTILITIES AND TRENCHLOCATIONS WITH CONTRACTOR PRIOR TOCONSTRUCTION

SITE NOTESSITE NOTESSITE NOTESSITE NOTES

7/28/20147/28/20147/28/20147/28/2014

SUBMITTALSUBMITTALSUBMITTALSUBMITTALDRAWINGSDRAWINGSDRAWINGSDRAWINGS

RESIDENTIAL ENERGY CHECK- PATH 3:INSULATION :FLOORS-UNDERFLOOR- R30SLAB EDGE PERIMETER- R15HEATED SLAB, INTERIOR- R10FLOOR ASSEMBLY OVER UNCONDITIONED SPACE- R30WALLS-ABOVE GRADE- R23BELOW 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 OPTION A (PRIMARY DWELLING)- 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

ADDITIONAL ENERGY MEASURESADDITIONAL ENERGY MEASURESADDITIONAL ENERGY MEASURESADDITIONAL ENERGY MEASURESPROVIDED.PROVIDED.PROVIDED.PROVIDED.

CONSTRUCT NEW 2985 SQ.FT. DWELLING

2319 SQ.FT. MAIN FLOOR666 SQ.FT. UPPER FLOOR

600 SQ.FT. UNFINISHED STORAGE AREA800 SQ.FT. GARAGE AREA

MINIMUM STRUCTURALMINIMUM STRUCTURALMINIMUM STRUCTURAL MINIMUM STRUCTURALDESIGN LOADSDESIGN LOADSDESIGN LOADS DESIGN LOADS

DESIGN LOADS:

SNOW - 25 LBS. + DRIFT

WIND - 85 MPH

SEISMIC DESIGN CATEGORY C

FROST DEPTH - 18 INCHES

EXPOSURE - C

MINIMUM UNIFORM LIVE LOADS

BALCONIES - 60 LBS.

DECKS - 40 LBS.

FIRE ESCAPES - 40 LBS.

GARAGES - 50 LBS.

ATTICS ( NO STORAGE ) - 10 LBS.

DWELLINGS - 40 LBS.

STAIRS - 40 LBS.

GAURDRAILS & HANDRAILS 200 LBS.

SEE ATTACHED ENGINEERING FOR ALL STRUCTURAL ANDLATERAL ANALYSIS.

Sewer

Ridge height 26 ft 11in

Max Roof Heigh 26 ft 7 in

Driveway Apron and Curb Cut to meet City of Bend Standard Drawings Sht 2- 4

Engin

eerin

g

BP

-14-3

027-S

FD

19964 A

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by: S

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on: 8

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Pla

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027-S

FD

19964

AS

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by: S

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on: 8

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014

Grading OK

Unfinished Storage Area above garage not reviewed or approved for use as an Accessory Dwelling Unit. Additional Building permit required after Land Use decision is obtained

PAGE 1 OF 9

BP

-14-2

615-S

FD

1448 N

W

PO

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LA

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AV

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by: L

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on: 8

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014

REVIEWED FOR

CODE COMPLIANCE

PROVIDE 1 HOUR SEPARATION BETWEEN ACCESSORY AND HOUSE.

541-2

80-1

120 P

H PO

BO

X 7

167

541-2

80-1

120 P

H PO

BO

X 7

167

541-2

80-1

120 P

H PO

BO

X 7

167

541-2

80-1

120 P

H PO

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541-6

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541-6

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CC

B# 1

65287

CC

B# 1

65287

CC

B# 1

65287

CC

B# 1

65287

RR R RLL LL

INC.

INC.

INC.

INC.

OB

OB

OB

OB ITTLETON

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3068

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2040SH

2880

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2650SC

3060FX

3060FX

3050FX 3050FX

2680 2668

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2880

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3060SH

3080

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3080 2

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120111M

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PROVIDE MIN 5/8" G.W.B. AT GARAGE CEILINGAND 1/2" G.W.B. AT GARAGE TO LIVING WALLS.PROTECT SOFFITS AND UNDER STAIR BETWEENGARAGE AND LIVING WITH MIN. 1/2" G.W.B.

30X22

ATTIC

ACCESS

SD

SD

CO/SD

6'-11" x 3'-1"

17'-10" x 11'-10"

14'-1" x 16'-6"

5' x 5'-5"

9'-4" x 4'-6"

23' x 34'

10'-6" x 11'

11'-8" x 8'-6"

8'-6" x 5'

16'-11" x 17'-6"

8'-6" x 10'-1"

10'-6" x 13'-8"

2'-11" x 4'

17' x 15'-5"

17'-11" x 25'-6"

9'-5" x 5'-7"

9' x 12'-1"

9'-5" x 4'-5"

24'

4'-11 " 4'-2" 6'-8"

3'-6"

5'

3'-9"

5'

4'-2"

6'-6"

3'-6"

1 '-6" 4' 3'

3'-6"

2'-6" 4'-6" 6'

2'

4'

4'

7'-3"

7'-3"

5'

79'

7'-4" 15'-2" 2'-6" 3' 10'-6" 3'-6"

2'-6"

5'4'-6" 2'-10" 3'-8"

68'

7'-6"

3'

3'

4'-6"

3'-6"

5'-6"

3'

3'

2'-6"

2'-9"

4'-9"

3'-6"

3'-3"

3'-3"

3'-6" 16' 2'-6" 2' 9' 2' 2'-9" 6'-3" 2'-3" 2'-9" 7'-6" 2'-9" 2'-9" 2'-6" 2'-6" 2'-9" 3'-3" 3'

79'

68'

4'

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

22' 13' 9' 18' 5' 9' 5'

6' 25' 8' 4' 17' 9' 16'

2'

9'

18'

3'

10'

10'

10'

6'

4'

7'

7'

10'

14'

3'-6"

8'

14'-6"

BO

OT

BENC

H

TILESHOWER

MASTER BDRM

CLOSET

GARAGE

BEDROOM 2

KITCHEN

PANTRY

UTILITY

GREAT ROOM

MASTER BATH

CLOSET

12080 4

PAN

EL D

OO

R B

ELO

W2626FX-6

026-F

X-2

626FX A

BO

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120110 R

O-V

ER

IFY

ENTRYPORCH

TILESHOWER

POWDER

FAU

CLOSET

80 CFMV.T.O.

BATH 2

MECH

ON DEMANDWATERHEATER

10"X10"X1/4" WALLSTEEL COLUMN.SEE DETAIL PG A-9(TYP. @ PORCHES)

COVERED PORCH

B8

B8

B8

B8

A8A8

A 8A 8

VAULT

9' CLG.

VAULT

STORAGE

15T16R

ENTRY

NOOK

30X24

CRAWL

ACCESS

4" CONC. SLAB

4"CONC.SLAB

2X4 PONY WALL@ 16" O/C

66

66 66

66 66

66

66

66

66 66

66

66

66

66 66

6666

66

STRAP SHEAR WALL TO SHEATHEDPONY WALL BELOWW/ MST37. SEE FOUNDATION PLANFOR HOLD DOWN IN PONY WALL

33

HD - SEE FDN PLAN

44

HD - SEEFDN PLAN

4444

HD - SEE FDN PLAN 44 44

44

HD - SEE FDN PLAN

HD - SEE FDN PLAN

66

HD - SEE FDN PLAN

4444




1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO


MAIN FLOOR PLANMAIN FLOOR PLANMAIN FLOOR PLANMAIN FLOOR PLAN

PR

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7/28/20147/28/20147/28/20147/28/2014


Main fl 2311 2nd fl 760 Garage 933 Porches 272

PAGE 2 OF 9

TEMPERED

SHOWER PAN INSPECTION REQUIRED NO VAPOR BARRIER ON WALLS THAT HAVE THE GREEN BOARD ON IT FOR THE TILE.

TEMPERED

TEMPERED

TEMPERED

COMBUSTION AIR MUST BE MADE AVAILABLE TO GAS APPILIANCES. MECHANCIAL CONTRACTOR TO PROVIDE MEANS FOR COMBUSTION AIR AND TO LEAVE CALCULATION ON SITE FOR THE INSPECTOR.

1/2 INCH SHEETROCK REQUIRED FOR STORAGE AREA

ACCESSORY 630

541-2

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120 P

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BO

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167

541-2

80-1

120 P

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X 7

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541-2

80-1

120 P

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4040LS4040LS 4040LS

3068

2630SH 4010LS

5040FX

2668

2040SC

3040FX

2040SC

5040LS

3026FX3026FX 3026FX 3026FX 4026FX3026FX 3026FX 3026FX

2868

2668

2668 2668

5020LS

SD

CO/SD

10'-6" x 5'-5" 14' x 18'-4"

15' x 11'-6"

23' x 24'

9'-5" x

5'-7"

4'-8" x 9'-2" 4'-8" x 6'-11"

4'-8" 3'-2"

1'-3"

3'-6"

37'

26'

8'

26'

4'-9"

2'-9"

2'-9"

4'-9"

37'

6'-2" 3'-3" 3'-3" 3'-3" 3'-3"3' 3'-3" 3'-3" 2'-6" 3'-6"

24'

17'-10"

6'-2"

25'

24'

4'-3"

25'

7'

16'-6"8'-6" 6'

4'

14'

10'

4' 5'-6" 6'-6" 9'

5'19'-2" 5'-10" 12'

10'

15'

11'

17' 4'-6" 4'-6" 11 ' 5'

15'-6"

5'-6"

5'

BEDROOM 3

BATH 3 TV-MEDIA

DEC

K

UNFINISHED STORAGE AREA

CLOSET STORAGE

MECH

VAULT

VAULT

VAULT

A 8A 8

A8A8

B8

B8

B8

B8

66

66

66

66

66

66 66

66 66

66

66

66

66

66

66

66

STRAP SHEARWALLTO STUD WALL ORBEAM BELOW W/SIMPSON MST37STRAP

Shear Wall Schedule D Ross ResidenceShear Wall Schedule D Ross ResidenceShear Wall Schedule D Ross Residence Shear Wall Schedule D Ross Residence

WALL INFORMATION FASTENERS (Where Applicable)

WALL WALL

SHEATHINGEDGE

NAILINGFIELD

NAILING SILL PLATE RIM JOIST FOUNDATION

ANCHORS

SW - 6 1/2" O.S.B. onone side of wall

8d @ 6" o.c. 8d @ 12" o.c. 16d @ 6" o.c. 16d TOENAILS

@ 4" o.c.1/2" x 10" A.B.

@ 48" o.c.

SW - 4 1/2" O.S.B. onone side of wall

8d @ 4" o.c. 8d @ 12" o.c. 16d @ 6" o.c. 16d TOENAILS

@ 3" o.c.1/2" x 10" A.B.

@ 36" o.c.

SW - 3notes:a, b

1/2" O.S.B. onone side of wall

8d @ 3" o.c. 8d @ 12" o.c. 16d @ 4" o.c. SIMPSON LTP4CLIPS @ 16" o.c.

1/2" x 10" A.B.@ 24" o.c.

SW D 44notes:a, b

1/2" O.S.B. onboth sides of wall

8d @ 2" o.c. 8d @ 12" o.c. 16d @ 4" o.c. SIMPSON LTP4CLIPS @ 8" o.c.

1/2" x 10" A.B.@ 16" o.c.

SCHEDULE NOTES:

� All exterior framed walls not designated with a wall label shall be sheathed and anchored according to the requirements of shear wall 6.� Studs shall be spaced at 16 o.c. maximum (plywood may be installed either vertically or horizontally)� All shear panels are to be continuous between horizontal diaphragms (roof to floor, floor to floor, floor to foundation)� All framed shear walls shall be blocked at all panel edges.

Footnotes:

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

TYP GARAGE WALL BELOW

TYP LIVING WALL BELOW

TYP OUTLINE OF ROOF BELOW

5' T/S

WALL FRAMING NOTESWALL FRAMING NOTESWALL FRAMING NOTESWALL FRAMING NOTES

STRUCTURAL CONNECTORS TO BE SIMPSON ( OR EQ. )INSTALLED WITH MAX. NAILING. USE GALVANIZED NAILS WHEREEXPOSED TO WEATHER.

ALL EXTERIOR WALLS TO BE 2X6 #2 DF STUDS @ 16" O.C. W/ 7/16" O.S.B. OR SIM. INSTALLED W/ 8D NAILS @ 6" O.C. EDGES &12" FIELD U.N.O.

ALL INTERIOR WALLS TO BE 2X4 #2 DF STUDS @ 16" O.C.

TYP. HEADER 4X8 #2 DF U.N.O.

TYP. HEADER BEARING SUPPORT- (1) 2X TRIMMER & (1) 2X KINGSTUD U.N.O. PLACE DBL TRIMMERS @ HEADERS OVER 10" INDEPTH OR OPENINGS GREATER THAN 8' IN WIDTH.

PROVIDE FULL WIDTH 2X BEARING UNDER ALL BEAM SUPPORTPOINTS TO FOUNDATION U.N.O.

REFERENCE PLANS FOR BEAM SIZES OR STRUCTURALCONNECTIONS NOT DEFINED HERE.

REFERENCE PLANS FOR ADDITIONAL ENGINEERSSPECIFICATIONS.

ALL FRAMING AND FASTENING SHALL COMPLY TO THE MOSTCURRENT LOCAL BUILDING CODES.




1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO


UPPER FLOOR PLANUPPER FLOOR PLANUPPER FLOOR PLAN UPPER FLOOR PLAN

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Conditional Use Permit required for use an Accessory Dwelling Unit.

NOT APPROVED FOR USE AS AN ACCESSORY DWELLING UNIT

PAGE 3 OF 9

80 CFM

ONE HOUR SEPARATION BETWEEN THE HOUSE AND THE FUTURE ACCESSORY DWELLING UNIT.

HANDRAIL ONE SIDE. TYPICAL

IF GLAZING IS LESS THAN 60 INCHES FROM BOTTOM OF TUB THEN SAFETY GLAZING REQUIRED.

SEE ONE HOUR ASSEMBLY DETAIL ATTACHED

SEPARATE HEAT SOURCE WILL BE CADET HEATERS AND MINISPLIT SYSTEM.

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3

12

26'-7"

7' 9

'-1"

10'-1 3

/4"

1'-6"

8' 9'-1"

GRADE AT FRONTELEVATION = 103.00'

MAIN LEVEL FF

T.O.W. MAIN FLOOR- PRIMARY

TOP OF WINDOW MAIN FLOOR

UPPER LEVEL FF

T.O.W. UPPER FLOOR

TOP OF WINDOW UPPERFLOOR

HIGHEST ROOF ABOVE GRADE

TYP.

7' 9

'-1"

9'-1 5

/8"

1'-6"

8'-1" 1

2'-4 1

/4"

1'-6"

TOP OF CLERESTORY 11 '-6" AFFUPPER LEVEL

PLATE HT. AT ENTRY

T.O. SLAB 103.00'

MAIN LEVEL FF

T.O.W. GARAGE

UPPER LEVEL FF-STORAGE

TOP OF WINDOW- STORAGE

T.O.W. STORAGE

MAIN LEVEL FF

GRADE AT FRONT ELEVATION SHEET:SHEET:SHEET:SHEET:



1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO


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FRONT ELEVATION 1/4" =1'FRONT ELEVATION 1/4" =1'FRONT ELEVATION 1/4" =1' FRONT ELEVATION 1/4" =1'

REAR ELEVATION 3/16" =1 'REAR ELEVATION 3/16" =1 'REAR ELEVATION 3/16" =1 'REAR ELEVATION 3/16" =1 'RIGHT ELEVATION 3/16" =1 'RIGHT ELEVATION 3/16" =1 'RIGHT ELEVATION 3/16" =1 ' RIGHT ELEVATION 3/16" =1 '

LEFT ELEVATION 3/16" =1 'LEFT ELEVATION 3/16" =1 'LEFT ELEVATION 3/16" =1 ' LEFT ELEVATION 3/16" =1 '

7/28/20147/28/20147/28/20147/28/2014


EXTERIOR FINISH NOTESEXTERIOR FINISH NOTESEXTERIOR FINISH NOTESEXTERIOR FINISH NOTES

ROOFING - STANDING SEAM METAL FASCIA - 2 X 8 PRIMED TRIM OR EXPOSED TAILS PER ELEVATION

SIDING -LOWER LEVEL- HARDI PANELS RUN HORIZONTALY W/ MANF SUPPLIEDFLASHING.UPPER LEVEL- 8 1/4" HARDI-LAP W/ 7" EXPOSURE ( ONE COURSE ) 5 1/4" HARDI-LAP W/ 4" EXPOSURE ( TWO COURSE )

CORNER TRIM - N/A

WATER TABLE TRIM - N/A

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

STONE VENEER - CULTURED STONE (VERIFY W/ BUILDER)

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

NOTE:PROVIDE WINDOW FLASHING AND DRAIN-WRAP PER DETAILS.

PAGE 4 OF 9

PROVIDE 1 HOUR SEPARATION

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1'

6'-2"

4'-10"

2'

10'

22'-3"

12'

9'-2 1/2"

6'-0 1

/2"

7'

12'-6 3/4"3'-8" 4'-1 1/2"

5'-1 3/4"18'-10 1/2" 4'-6" 2'-10"

2'

3'-6"

5'-1 1

/4"

5'-3"

9'

2' 10' 25' 6'

20'-11 "3'-2" 11"

2'

46'

16'26' 4'

5'

1 '-6"

5' 9'

62'

3'-8" 22' 13' 27'

3'-4 1/2" 16'-3"

2'-4 1/2"

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

1 '-10 1/2"

4'

11'

3'-6"

8'

3'-6"

18'

5 1

/2"

68'

24'

4'

6'

1'-5"

3'-2"

1'-5"

10'

52'

10'

3'

7'

3'

3'

15'

9'

2'

4" CONC. SLAB W/ FIBER OVER COMPACTED FILL.SLOPE TO DOOR

2X6 PONY WALL @ 16" O/CSET ON 12"W X 6" D CONC.FTG. W/ (2) # 4 CONT.SHEATH PONY WALL TOMATCH S.W. ABOVE.

2X6 PONY WALL @ 16" O/CSET ON 16"W X 8" D CONC. FTG.W/ (2) # 4 CONT.SHEATH PONY WALL TO MATCHSHEAR WALL ABOVE

2X4 PONY WALL @ 16" O/CSET ON 12"W X 6" D CONC.FTG. W/ (2) # 4 CONT.

ALL LOWER FLOOR JOISTS TOBE 9 1/2" TJI 110 @ 16" O/C

F2.5F2.5

2X4 PONY WALL @ 16" O/CSET ON 12"W X 6" D CONC.FTG. W/ (2) # 4 CONT.

FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE

MARK SIZE REINFORCEMENT

CF1.5 1'-4" STRIP x 8" DEEP (2) #4 BARS CONTINUOUS

CF2.0 2R-0" STRIP x 8" DEEP (3) #4 BARS CONTINUOUS

CF2.5 2'-6" STRIP x 8" DEEP (3) #4 BARS CONTINUOUS

F2.0 2R-0" SQUARE x 10" DEEP (3) #4 BARS EACH WAY







F2.0F2.0

F2.0F2.0

F2.0F2.0

F2.0F2.0

F2.0F2.0

F3.0F3.0

F2.5F2.5

F2.5F2.5 F3.5F3.5

6X6 POST UP W/SIMPSON CBSQ BASESIZED TO MATCH SIMPSON HDU2

W/ SSTB20 AB

SIMPSON HDU4W/ SSTB24 AB

4" CONC.SLAB W/FIBER OVERCOMPACTEDFILL

4" CONC. SLABW/ FIBER OVERCOMPACTEDFILL

F2.5F2.5

F2.0F2.0

PROVIDE SOLID BLOCKINGBETWEEN JOISTS @ 24" O/CUNDER ISLAND ABOVE

SIMPSON HDU4W/ SSTB24 AB

(4) SIMPSON HDU2W/ SSTB20 AB

F2.0F2.0

F2.0F2.0

F2.0F2.0

F4.0F4.0



12" W X 18" D FTG.W/ (2)#4 EA. WAYAT STAIRSUPPORT.FASTEN 2X6 CLEATTO FTG W/ (4) 1/2" X10" AB

4" CONC SLABW/ 12"W X 18" DTHICKENEDEDGE @STORAGE WALLPERIMETER.FASTEN PT SILLPLATE TO SLABW/ 1/2" X 10" AB@ 48" O/C

F2.0F2.0

F2.0F2.0

PROVIDE SIMPSONCBSQ86-SD2 BASE AT6X8 POST TO ABOVE

12" W X 18" D FTG.W/ (2)#4 EA. WAYAT PONY WALL.


ANCHOR BOLTS TO BE SPACED AT 48" O.C. MAX U.N.O ON SHEAR WALL PLAN.

ENGINEERED RETAINING WALLS MAY BE REQUIRED @ ALL LOCATIONS WHERE THEDISTANCE FROM FOOTING TO THE TOP OF THE MATERIAL BEING RETAINED IS EQUAL TOOR GREATER THAN 4' OR IF THERE IS A SURCHARGE ON THE WALL. ( I.E.- SLOPING HILL,DRIVEWAY OR GARAGE SLAB ABOVE )

CONTRACTOR TO VERIFY PLAN TO ACTUAL SITE CONDITIONS AND CONTACT ENGINEERIF RETAINING WALLS ARE REQUIRED.

STEP FOOTING AND STEMWALL AS REQUIRED BY GRADE.

PROVIDE CLOSEABLE FOUNDATION VENTS ( 1 PER 150 SQ' )

FOUNDATION NOTESFOUNDATION NOTESFOUNDATION NOTESFOUNDATION NOTES




1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO


FOUNDATION AND LOWER FLOOR FRAMING PLANFOUNDATION AND LOWER FLOOR FRAMING PLANFOUNDATION AND LOWER FLOOR FRAMING PLANFOUNDATION AND LOWER FLOOR FRAMING PLAN

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PROVIDE 6 MIL VAPOR BARRIER @ CRAWL SPACE.

TYP FOUNDATION WALL AT 1 STORY CONSTRUCTION TO BE 24"H X 6" CONC. WALL WITH(2) #4 BAR HORIZ. CONT. AND (1) #4 BAR VERT @ 48" O/C .

TYP FOUNDATION WALL AT 2 STORY CONSTRUCTION TO BE 24"H X 8" CONC. WALL WITH(2) #4 BAR HORIZ. CONT. AND (1) #4 BAR VERT @ 48" O/C .

TYP STRIP FOOTING AT 1 STORY FOUNDATION WALL TO BE 12"W X 6"D CONC FOOTINGWITH (2) #4 BAR CONT.

TYP STRIP FOOTING AT 2 STORY FOUNDATION WALL TO BE 16"W X 8"D CONC FOOTINGWITH (2) #4 BAR CONT.

7323

PAGE 5 OF 9

PROVIDE 18 X 24 INCHES UNDERFLOOR ACCESS THROUGHOUT

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FLOOR FRAMING NOTESFLOOR FRAMING NOTESFLOOR FRAMING NOTESFLOOR FRAMING NOTES

AT LOWER FLOOR USE 3/4" T&G PLYWOOD OR 3/4"EDGEGOLD SUBFLOOR OVER 9 1/2" I JOISTS.

AT UPPER FLOOR USE 3/4" T&G PLYWOOD OR 3/4"EDGEGOLD SUBFLOOR OVER 11 7/8" I JOISTS.

GLUE AND NAIL W/ 8D NAILS @ 6" O.C. EDGES & 12" FIELDU.N.O.

SEE MANUFACTURERS PLAN FOR SPACING & TYPE.

WHERE TOP OF FLOOR BEAMS ARE EVEN WITH TOP OFJOISTS PROVIDE APPROPRIATE SIMPSON TOP FLANGE ORFACE MOUNT HANGER.

NAIL RIM BOARD TO SILL PLATE @ 4" O.C.

UP

UP

GIRDER TRUSS

FB1- 5 1/4 X14 2.0E PSL (UP)

MIN 6X8 DF #2 POST

TOP OF WALL/BEAM AT ENTRY 12'-4 1/4"

MANF. PARALLEL CHORD TRUSSES @ 24" O/C

MIN. 6X6 POST DOWN W/SIMPSON CCQ COLUMNCAP TO MATCH SIZE.

BOX GIRDER TRUSS ( BXG )

PROVIDEOVERFRAMING PERROOF NOTES AT 2&12CRICKET

MONO TRUSSES @ 24" O/C

MONO TRUSSES@ 24" O/C

MONO TRUSSES@ 24" O/C

TOP OF WALL/BEAM AT REARPORCH 12'-1 1/8"

TOP OF WALL 11'-9 1/2" TOALIGN W/ TOP OF BXG

FB2- 5 1

/4 X

14 2

.0E P

SL (U

P)

FB3- 4X12 DF #2

RB4- 4X8 DF #2

RB3- 4X8 DF #2

FB4- 5 1/2 X 11 7/8GLB (UP)

FB5 (2) 1 3

/4 X

11 7

/8 L

VL (U

P)

FB6- 6X10 DF#2

FB7- 5 1/2 X 11 7/8 GLB (UP)

FB8- 6X12 D

F #

2

MANF MONO TRUSSES @ 24" O/C

MAN

F M

ON

O T

RU

SSES @

24" O

/C

MAN

F M

ON

OTRU

SSES @

24" O

/C

11 7/8 " TJI 110 @ 16" O/C

11 7/8 " I-JOISTS @ 16" O/C

RB5- 4X10 DF #2

DECK AND ROOF FRAMING AT STORAGE-2X6PT DECK JOISTS @ 16" O/C ABOVEATTACH TO LEDGER W SIMPSON LU26ATTACH LEDGER W/ (2) SIMPSON SDS1/4X 4 1/2 SCREWS @ 16" O/C2X6 DF RAFTERS @ 24" O/C BELOW

(3) 2X6 POST DOWN

SIMPSON BA 3.56/11.88

DRAG TRUSS-ALIGN OVER SHEAR WALL ( REF. ONSCHEDULE) AND CLIP TO TOP PLATEW/ SIMPSON AB34 @ 16" O/C.DESIGN TRUSS FOR 1200# SHEARLOAD.

DRAG TRUSS-ALIGN OVER SHEAR WALL AND CLIP TOTOP PLATE W/ SIMPSON A34 @ 24" O/C.DESIGN TRUSS FOR 1300# SHEAR LOAD.

6X6 POSTW/ SIMPSON CCQ COLUMNCAP SIZED TO MATCH

INVERTEDHGUS5.50/14HANGER

3 1/2 X 12 GLB

5 1/2 X13 1/2 GLB STRAP END OF HEADER TO2X6 FLAT BLOCKING INSHEARWALL W/ SIMPSONLSTA24 (TYP. EA. END)

MIN (3) 2X6 TRIMMERS& (2) 2X6 KING STUDS(TYP. EA. END)

(3) 2X6 POST DOWN

4X10 P

T D

EC

K B

EAM

(UP)

4X4 PT POST

4X4 PT POST

HGUS5.50/14HANGER

DRAG TRUSS-ALIGN OVER SHEAR WALLAND CLIP TO TOP PLATE W/SIMPSON A34 @ 24" O/C.DESIGN TRUSS FOR 1700#SHEAR LOAD.




1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO


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LOWER ROOF AND UPPERLOWER ROOF AND UPPERLOWER ROOF AND UPPER LOWER ROOF AND UPPERFLOOR FRAMING PLANFLOOR FRAMING PLANFLOOR FRAMING PLANFLOOR FRAMING PLAN

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PAGE 6 OF 9

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65287

CC

B# 1

65287

CC

B# 1

65287

CC

B# 1

65287

RR R RLL LL

INC.

INC.

INC.

INC.

OB

OB

OB

OB ITTLETON

ITTLETON

ITTLETON

IT

TLETON

RESID

EN

TIA

L C

ON

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UC

TIO

NR

ESID

EN

TIA

L C

ON

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NR

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ON

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ON

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N AN

D D

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N AN

D D

ESIG

N AN

D D

ESIG

N

AN

D D

ESIG

N

TYP. ROOF FRAMING WILL BE MANUFACTURED TRUSSES @ 24" O.C. OR#2 D.F. RAFTERS @ 24" O.C. (U.N.O)

TYP HEADER TO BE 4X8 GDF UNO ON HEADER SCHEDULE.

TRUSS MANUFACTURER TO PROVIDE ALL DRAWINGS AND ENGINEERINGFOR TRUSSES.

TRUSS MANUFACTURER TO SPECIFY ALL CONNECTIONS AND HANGERS.

INSTALL ALL PERMANENT BRACING AS PER ENGINEERED TRUSSESDRAWINGS.

OVERFRAME IN DESIGNATED AREAS W/ 2X6 #2 D.F. ( SUPPORT TO MAINROOF FRAMING @ 48" O.C. MAX.)

SHEATHING TO BE 7/16" OSB OR EQ. NAILED @ 6" EDGES & 12" FIELD.

PROVIDE 2 COURSES OF ICE DAM PROTECTION MIN AT ROOFPERIMETER

30# ROOFING FELT & COMPOSITION SHINGLES.

PROVIDE ROOF VENTING PER CODE.

ROOF FRAMING NOTESROOF FRAMING NOTESROOF FRAMING NOTESROOF FRAMING NOTES

DN

DN

2'

2'

RB1- 4X12 DF #2 OR 31/2 X 7 1/2 GLB

RB2-5 1/2 X 12 GLB

(2)2X6 POST

MANF ROOF TRUSSES @ 24" O/C

PARALLEL CHORD ROOF TRUSSES @ 24" O/C




1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO


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UPPER ROOF FRAMING PLANUPPER ROOF FRAMING PLANUPPER ROOF FRAMING PLAN UPPER ROOF FRAMING PLAN

7/28/20147/28/20147/28/20147/28/2014


PAGE 7 OF 9

REFER TO TJI LAYOUT AND CALCS.

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65287

RR R RLL LL

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INC.

INC.

INC.

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OB

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ITTLETON

ITTLETON

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D D

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N AN

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AN

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N

GIRDER-BXG

GIRDER-C1GR

FB-7

RB-2

KITCHEN GREAT ROOM CLOSET MASTER BEDROOM

BATH 3 HALL STORAGE

TYP FLOOR ASSEMBLY:

-FINISH FLOOR MATERIAL-3/4" EDGEGOLD FLOOR SHEATHING-FLOOR JOISTS PER FRAMING PLAN-BATT INSULATION PER ENERGY PATH-PROVIDE 6MIL VAPOR BARRIER AT CRAWL SPACE

GLAZING NOTE:ALL GLAZING SHALL CONFORM TOADDITIONAL ENERGY MEASURES SPECIFIEDIN ENERGY NOTES PAGE A-1

TYP WALL ASSEMBLY:

-FINISH SIDING MATERIAL PER PLAN-AIR INFILTRATION BARRIER-7/16" OSB WALL SEATHING-2X6 GDF STUDS @ 16" O/C-MIN R21 INSULLATION-1/2" GWB

TYP ROOF ASSEMBLY:

-COMPOSITION SHINGLES-15# MIN FELT PAPER-CONTINUOUS RIDGE VENT OR CUT IN VENTS 1 SQFT PER 150 SQFT-ICE AND WATER SHIELD TO COVER ALL ROOF AND EAVE AREAS UPPAST INTERIOR SIDE OF WALL-MIN 7/16 OSB ROOF SHEATHING-INSULATION PER CODE-2X12 GDF RAFTER OR MANF ROOF TRUSSES-1/2" GWB OR OTHER FINISH MATERIAL

INSULATION NOTE:ALL INSULATION SHALL CONFORM TOADDITIONAL ENERGY MEASURES SPECIFIEDIN ENERGY NOTES PAGE A-1

GARAGE

UNFINISHED STORAGE AREA

FB-1




1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO


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SECTIION -ASECTIION -A SECTIION -ASECTIION -A AT DWELLINGAT DWELLINGAT DWELLINGAT DWELLING

7/28/20147/28/20147/28/20147/28/2014


SECTION -BSECTION -BSECTION -B SECTION -BAT GARAGE / STORAGEAT GARAGE / STORAGEAT GARAGE / STORAGEAT GARAGE / STORAGE

PAGE 8 OF 9

TEMPERED

TEMPEREDTEMPERED

FLOOR/CEILING ASSEMBLY IS 5/8 INCH GYPSUM AND WALLS ARE 1/2 INCH SHEETROCK.

*SEAL ALL TYVEK JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT CONTRACTOR TAPE).*FASTEN TYVEK TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS)*LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW.

WINDOW SILL DETAILRESIDENTIAL WOOD FRAME STRUCTURE w/ LAP SIDING

LAP & TAPE TYVEKAT JOINTS (UPPER SHEET

OVER LOWER SHEET)

WRAP TYVEK INTOOPENING (JAMBS & SILL)

& TAPE (ESP. @ CORNERS)USING TYVEK FLEXWRAP

GENERAL NOTES

MINIMALLY EXPANDINGPOLYURETHANE FOAM OR

APPROVED CAULK(AROUND WINDOW RSO)

INSTALL TYVEK FLEXWRAPAROUND PERIMETER OF OPENING

WINDOW WITHINTEGRAL MOUNTING

FLANGE

TYPICAL WALL:LAP SIDINGTYVEK DRAINWRAP7/16" OSB SHEATHING2"x6" WOOD STUDSw/ R-21 BATT INSULATIONVAPOR RETARDER1/2" GYPSUM BOARD

(HEATING CLIMATE)

CAULKING

FASTEN TYVEK FLEXWRAPCORNER USING MECHANICAL

FASTENER

WINDOW OPENING FLASHING

WINDOW OPENING

INSTALL SILLFLASHING

INSTALL HEAD FLASHING

INSTALL JAMBFLASHING

MATT JAMBFLASHINGBEHIND HEADFLASHING

JAMB FLASHING GOES ONTO SILL

NOTES:1. APPLY ECO-FLASH PRIMER TO SURFACES2. FLASHING SHALL BE MINIMUM OF 12" WIDE. EXTEND INTO OPENING GREATER THANDEPTH OF WINDOW AND 3" OUT ONTO WALL.3. INSTALL FLASHING IN SEQUENCE TO GIVE SHINGLED EFFECT.4. OVERLAP 2" MINIMUM.

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WINDOW FLASHING

INSTALL HEAD FLASHINGINSTALL WINDOW INSTALL JAMB FLASHING

1. SURFACES SHOULD BE CLEAN, DRY AND PRIMED.2. FLASHINGS SHOULD BE A MINIMUM OF 6" WIDE. THE FLASHING SHALL COVER WINDOWFLANGE AND LAP ONTO SHEETING A MINIMUM OF 3".3. SEQUENCE FLASHING INSTALLATION TO PROVIDE SHINGLED OVERLAPS.4. OVERLAPS SHALL BE A MINIMUM OF 2".

NOTES:

MIN GUARDRAIL HT. 34" ABOVE LINE OF TREADNOSING. GUARDRAIL TO BE SOLID WALL ORNEWEL AND BALUSTER SYSTEM WHICH WILLNOT ALLOW PASSAGE OF A SPHERE 5" ORMORE IN DIAMETER. THE TRIANGULAROPENING FORMED BY THE RISER, TREAD ANDBOTTOM RAIL SHALL NOT ALLOW A SPHERE 6"IN DIAMETER TO PASS THROUGH. SEE R312.1

PROVIDE CONTINUOUS GRABRAILIN ACCORDANCE WITH R311.5.6ON AT LEAST ONE SIDE OF EACHRUN OF TREADS OR STAIR FLIGHTWITH FOUR OR MORE RISERS.

WHERE NEWEL AND BALUSTERGAURDRAIL ARE PROVIDED, FASTENSOLID NEWEL POST TO FLOOR SYSTEMAND STAIR STRINGER WITH MIN. (4) 16DNAILS TO FLOOR FRAMING AND (4) 16DNAILS TO STRINGER.

TYP HANDRAIL DETAIL- NTS

I-JOIST UPPER FLOORFRAMING PER PLAN

2X12 DF STRINGERS @ 16" O/C MAX6' MAX SPAN BETWEEN BEARING

1/2" GWB. ( PROVIDE 5/8 GWB OR TYPE "X"ROCK UNDER STAIRS OVER GARAGE )

2X6 DF LANDING JOISTS @ 16"O/C OR LOWER FLOORFRAMING PER PLAN

STAIR CONFIGURATION SHALL BE IN ACCORDANCE WITH R311.5(MAX RISE 8", MIN TREAD 9", MAX VARIATION 3/8")

TYP INTERIOR STAIR DETAIL- NTS

NOTCH STRINGERS OVER 2X4 NAILER CLEAT

BASE MOLDING

FINISH FLOORING

PLYWOOD SUBFLOORAT TREAD AND RISER

STAIR SKIRT BEYOND

FLASHING

EXHAUST ( 10' FROM OPENINGS INTOCONDITIONED SPACES OF BUILDING)12" MIN ABOVE ROOF

ELECTRICAL JUNCTIONBOX FOR FUTUREINSTALLATION OFWARNING DEVICE

SEAL AROUND ALLPENETRATIONS


SUPPORTSTRAPPING

3" OR 4" DIA. VENT PIPE.(PVC OR EQ.)


SUPPORTSTRAPPING

MIN. 6" FROM GRADE TOEXTERIOR FINISH MATERIAL

GRAVEL

WHERE SLAB OCCURS PROVIDE MIN 6MIL, POLYETHYLENE SHEETINGBETWEEN SLAB AND COMPACTED FILL

WHERE CRAWL SPACE OCCURSPROVIDE MIN 6 MIL, POLYETHYLENESHEETING AROUND PENETRATIONSAND AGAINST WALL. PER FIGURE 1812

PERFORATED DRAIN TILE, INSTALLBELOW "T" CONNECTION TOVERTICAL EXHAUST PIPE ANDBELOW POLY SHEETING.

TYP WALL/ FLOOR/ ROOF ASSEMBLY (W/ RADON VENT WHERE OCCURS) = NTS

TYP WALL ASSEMBLY:

-FINISH SIDING MATERIAL PER PLAN-AIR INFILTRATION BARRIER-7/16" OSB WALL SEATHING-2X6 GDF STUDS @ 16" O/C-MIN R21 INSULLATION-1/2" GWB

TYP FLOOR ASSEMBLY:

-FINISH FLOOR MATERIAL-3/4 EDGEGOLD FLOOR SHEATHING-FLOOR JOISTS PER FRAMING PLAN-BATT INSULATION PER CODE-PROVIDE 6MIL VAPOR BARRIER AT CRAWL SPACE- VENT CRAWLSPACE 1SQFT PER 150 SQFT- PROVIDE LOW POINT DRAINAGE TO OUTSIDE-PROVIDE MIN 18 X 24 CRAWL ACCESS

TYP ROOF ASSEMBLY:

-COMPOSITION SHINGLES-15# MIN FELT PAPER-CONTINUOUS RIDGE VENT OR CUT IN VENTS 1SQFT PER 150 SQFT-ICE AND WATER SHIELD TO COVER ALL ROOFAND EAVE AREAS UP PAST INTERIOR SIDE OFWALL-MIN 7/16 OSB ROOF SHEATHING-INSULATION PER CODE-2X12 GDF RAFTER OR MANF ROOF TRUSSES-1/2" GWB OR OTHER FINISH MATERIAL

10"

3"6

"

16"

16"

1/4" SHEAR PLATEWELDED TO CAP

BEAM PER PLAN

3/16"

3/16"

3/16"

1/4" CAP PLATE

(2) 1/4" X 3"SDS SCREW

10"X10" STEEL COLUMN-MIN 1/4" WALL THICKNESS

(4) 5/8" DIA.SIMPSON TITEN HDANCHOR- 6" LONG

1/4" X16" X16"BASE PLATE

PAD FOOTINGPER PLAN

(4) 3/4" DIA. HOLES1 1/2" OFF CORNEREA.WAY

BASE PLATE-PLAN VIEW

STEEL COLUMN DETAIL 1"=1'




1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO1/4"=1' UNO


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TYP. 2-STORY STEM WALL & FOOTING NTS

16"

8"

#4 REBARVERT. @ 48"O.C.

8"

24"

1/2"X10" AB'S

FINISHED GRADE

2 #4 REBARCONTINUOUS INFOOTING

2X6 STUDS 16" O/C

7/16" OSB EXTERIORWALL SHEATHING ANDTYVEK HOUSEWRAP

2X6 P.T. SILL

2X6 PLATE

RIM JOIST

SIDING PER PLAN

FLOOR SHEATHINGGLUED & NAILED

I-JOISTS

INSUL PERCODE

R-21 INSUL.

1/2" GWB

PAGE 9 OF 9

2 1 L LO N - Sienna Building

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