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RIVERSTONE PLANGENERAL NOTES: THIS PLAN SET, COMBINED WITH THE BUILDING CONTRACT, PROVIDES BUILDING DETAILS FOR THE RESIDENTIAL

PROJECT. THE CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE

STARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR

WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND

LOCAL CODES. CONTRACTOR SHALL BE RESPONSIBLE AND BEAR ANY FINES OR PENALTIES FOR CODE, ORDINANCE,

REGULATION OR BUILDING PROCESS VIOLATIONS. INSURANCES SHALL BE IN FORCE THROUGHOUT THE DURATION OF

THE BUILDING PROJECT.

WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL

NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED

THAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION

ARISES OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL

DIMENSIONS (INCLUDING ROUGH OPENINGS).

ALL TRADES SHALL MAINTAIN A CLEAN WORK SITE AT THE END OF EACH WORK DAY.

PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS.

OWNER: BOB & JANET SMITH

PROJECT 1224 S. RIVERSTONE DR.

ADDRESS: COEUR D'ALENE, IDAHO

LEGAL: LOT 7, BLK 1 RIVERSTONE PLAZA

FIRE DISTRICT: NORTHERN LAKES

WATER: CITY OF COEUR D'ALENE

STORM WATER PERMIT: 8389

BLDG PERMIT: 411

DESIGNER: S.H.

BUILDER: CDA BUILDERS

ENGINEERING: FUTURE STRUCTURES

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INDEX OF DRAWINGS TITLE SHEET PROJECT SUMMARY 1 SITE PLAN 2 MAIN FLOOR PLAN 3 BASEMENT & FOUNDATION PLAN 4 FRONT/REAR ELEVATIONS 5 SIDE ELEVATIONS 6 KITCHEN PLAN & ELEVATIONS 7 MSTR BATH PLAN & ELEVATIONS 8 INTERIOR ELEVATIONS 9 DOOR & WINDOW SCHEDULE 10 SECTIONS & DETAILS 11 SECTIONS & DETAILS 12 SHEAR WALL LOCATIONS 13 WALL FRAMING 14 FLOOR FRAMING 15 ROOF FRAMING 16 CEILING PLAN 17 ELECTRICAL PLAN 18 PLUMBING & HVAC PLAN 19 BASEMENT RENDERING 20 MAIN FLOOR RENDERING 21

TERRAIN WALL DETAIL

LIGHTLY COMPACTED FILL GRAVEL FILL

CONCRETE TERRAIN WALL, 3000 PSI

4" DIA PVC PERF PIPE, PIPE TO FRENCH DRAIN

NATURAL GROUND

M A

X H

= 1

1 '

1213 5/16"

S30°E

43 15/16"

S 15°W

1 9

3 8

5 /1

6 "

S 6

0 °W

944 15/16"

N30°W

1313 7/16"

r=836 1/8"

5 9

6 1

/2 "

N 6

0 °E

75 9

1/ 16

" S

75 °E

-9

-8

-7

-6

- 5

- 4

-4

- 3

-3 - 2

-2

- 1

-1

G G G G

N P / L P / L P / L P / L

C / W C / W C / W C / W C / W C / W

w / W w / W w / W w / W

X X

15'

D D

PROPOSED RESIDENCE LOCATION

TELEPHONE/CABLE POA

RIVERSTONE DR. - 30'

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PROPERTY BOUNDARY, LOT 7, BLK 1

FRENCH DRAIN (TYP)

BENCHMARK: TBM IS A PIN ELEVATION DATUM IS BASED ON NGVD-33 AS ESTABLISHED BY CH2MHILL

SILT FENCE

FND. 1/2" IRON ROD

RETAINING WALL

TBM 2,204.07'

FND. 5/8" IRON ROD W/PLASTIC CAP MARKED "PLS 2314"

4" PVC/HDPE PIPE FROM ROOF GUTTERS (TYP. ALL)

10' INGRESS / EGRESS EASEMENT INSIDE N. PROPERTY LINE

WASTE WATER LINE

UNDERGROUND POWER LINE 400 AMP SERVICE

SWIMMING POOL

LEGEND

15' SETBACK ON SIDES

NATURAL GAS LINE

WW 1" MAIN WATER LINE

FLO W

POSTS MAX. 10' O/C

SIDE SECTION GR

OU ND

LIN E

BURY BOTTOM EDGE OF CLOTH 6"

FILTER CLOTH UPHILL

SILT FENCE DETAIL

STAKE DRIVEN MIN. OF 1'

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EROSION CONTROL NOTES

1. INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION 2. MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS. 3. ALL EXPOSED SOIL SHALL BE MULCHED WITH STRAW OR WOOD CHIPS TO MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED CONDITION 4. HYDROSEED WITH A WOOD CELLULOSE FIBER MULCH APPLIED AT A RATE OF 2,000# / ACRE. USE AN ORGANIC TACKIFIER AT NO LESS THAN 150 #/ACRE OR PER MANUFACTURE'S RECOMMENDATION IF HIGHER. APPLICATION OF TACKIFIER SHALL BE HEAVIER AT EDGES, IN VALLEYS AND AT CRESTS OF BANKS AND OTHER AREAS WHERE SEED CAN BE MOVED BY WIND OR WATER

GRADING NOTES:

1. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES 2. ALL FINISH GRADES SHALL BE SMOOTH AND UNIFORM 3. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING 4. FINAL GRADE TO CONVEY SURFACE DRAINAGE TOWARD FRENCH DRAIN 5. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL AND STRIPPED OF TOPSOIL.

SITE PLAN NOTES:

SOIL TYPE: SHALLOW AND MODERATELY DEEP, WELL-DRAINED SOIL FORMED IN MATERIAL WEATHERED FORM BASALT THAT HAS A SMALL AMOUNT OF LOESS IN THE UPPER PART OF THE PROFILE. THE PERMEABILITY IS ESTIMATED TO BE MODERATE. SOIL: *2,000 PSF ALLOWABLE (ASSUMED). TO BE AT TIME OF EXCAVATION. FROST DEPTH: *2'-0" SEISMIC ZONE: C WIND: 90 MPH (90 MPH 3 SEC GUST) EXPOSURE C

SITE SURVEY TO BE COMPLETED TO VERIFY PIN LOCATIONS AND HOME LOCATION PRIOR TO EXCAVATION

CALL BEFORE YOU DIG: 800.428.4950

MARKED TREES SHALL BE REMOVED PRIOR TO SITE WORK

OVERVIEW RENDERING FOR ILLUSTRATION ONLY NO SCALE

SITE PLAN 1"=10'

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PROJECT STATISTICS:

LOT SIZE: 22,313 SF (.5 ACRE)

ANTICIPATED DISTURBED AREA: 7,600 SF

A. ENVELOPE: 3,512 SF

ROOF: 3,914 SF

FRONT/REAR HEIGHT: 22' 3"

NORTH SIDE HEIGHT: 28' 3"

LIVABLE SF: 3,703

MAIN: 2,375

BASEMENT: 1,328

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CLOSET 3 ELEV

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D3 11 D3 11

D4 11 D4 11

18'-9" 21'-10" 33'

3 0 '- 1 0

4 4 '- 6 "

2 4 '

15'-5"

1 1 '- 3 "

2 0 '- 9 "

3 7 2

2 4 "

6 1/2"

29"

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

9 7 "

1' 3'-2" 11'-3"

2 2 '- 4 1

/2 "

1 4 '- 1 1

2'-11" 3'-1"

1' 3'-1"

2'-11" 5'-1" 4'-7"

1'-4"

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

3' 5'-11" 3' 5'-11" 3' 5'-11" 5'-3"

1 '- 0

1 /2

9 '- 2

1 '- 0

1 /2

" 1

'- 3

1 /2

1 8 '- 2 "

1 '- 3

1 /2

1 5 '- 8 3

/8 "

3 '- 6

" 8

'- 6

5 /8

4'-2 1/2"9'-10"4'-8 1/2"

2 '- 0

1 /2

3 '- 1

" 1

0 "

4 '- 1

" 1

0 "

3 '- 1

2 '- 0

1 /2

" 8'-5"2'-10"10'-7 1/2"3'-11 1/2"6'-2 1/2"12'20'-7 1/2"

2'-6"3' 1'

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

/2 "

59'

38'

3 2 '

2' 3 1/2"30'-2"

21'-3 1/2"24'-10"

4'-6" 12' 4'-6"

73'-7"

2 '

14'11'13'21'

2 '- 1

1 1

/4 "

4 '- 6

32'

1 4 '- 1 1

" 3

'- 2

" 5

'- 1

1 "

1 2 '

1 6

1 6 '

3 '

9 '

3'-7 1/2"

180 SQ FT

171 SQ FT

2 0 s

q f t

67 SQ FT

50 sq ft

329 SQ FT

386 SQ FT

939 SQ FT

35 sq ft

78 sq ft

163 sq ft

2 1 S

Q F

345 SQ FT

192 SQ FT

62 sq ft

MASTER BDRM

OFFICE

MASTER BATH

GARAGE

LIVING

POWDER

MSTR CLOSET

KITCHEN

STAIRWAY

MUD ROOM

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ENTRY

PORCH

PANTRY

ROOM DIVIDE INDICATOR

4" INTERIOR WALL

6" INTERIOR WALL

6" INTERIOR WALL, INSULATED

6" EXTERIOR WALL, LAP SIDING

6" EXTERIOR WALL, SHAKE

6" EXTERIOR WALL, STONE

8" CONCRETE STEM WALL & 4" INTERIOR FURRED WALL, FULL HEIGHT

8" CONCRETE STEM WALL, CRAWL SPACE

8" CONCRETE STEM WALL, TERRAIN

DECK RAILING OR DECK AREA INDICATOR

FENCING

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MASTER FLOOR PLAN - FLOOR 1 1/4"=1'

OVERVIEW RENDERING FOR ILLUSTRATION ONLY NO SCALE

WALL LEGEND

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FLOOR PLAN NOTES: 1. ALL EXTERIOR DIMENSIONS ARE TO THE MAIN LAYER.

DIMENSIONS TO OPENINGS ARE TO THE FRAMING, ROUGH

OPENING. INTERIOR DIMENSIONS ARE TO THE FINISHED

WALL.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND IS

RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH

OPENINGS).

INSPECTION NOTES: 1. PROVIDE SPECIAL INSPECTION, SPECIAL TESTING,

REPORTING AND COMPLIANCE PROCEDURES ACCORDING

TO THE LOCAL BUILDING CODE.

2. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE

COMPETENCE, TO THE SATISFACTION OF THE BUILDING

OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF

CONSTRUCTION OR OPERATION IN QUESTION. PRIOR TO

THE BEGINNING OF CONSTRUCTION, REVIEW THE SPECIAL

INSPECTION REQUIREMENTS WITH THE ARCHITECT,

ENGINEER, BUILDING OFFICIAL, GENERAL CONTRACTOR

AND SPECIAL INSPECTORS. DUTIES OF THE SPECIAL

INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO:

1. OBSERVE THE WORK FOR CONFORMANCE WITH THE

APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. BRING

DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE

CONTRACTOR FOR BUILDING OFFICIAL.

2. FURNISH INSPECTION REPORTS FOR EACH

INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT,

ENGINEER, GENERAL CONTRACTOR AND OWNER IN A TIMELY

MANNER.

3. SUBMIT A FINAL REPORT STATING WHETHER THE

WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED,

AND WHETHER THE WORK IS IN CONFORMANCE WITH THE

APPROVED PERMIT DRAWINGS AND SPECIFICATIONS.

DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT

LIMITED TO:

1. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY

FOR INSPECTION AT LEAST 24 HOURS BEFORE THE

INSPECTION IS REQUIRED.

2. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL

INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED

TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND

APPROVED BY THE BUILDING OFFICIAL.

3. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO

APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE

JOB SITE.

4. MAINTAIN JOB-SITE COPIES OF ALL REPORTS

SUBMITTED BY THE SPECIAL INSPECTOR.

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X 3 0 2 0 F

5068

2 1 0 6 8

21068

28 68

2868

2 8 6 8

2868

5 0 6 8

2880

4 0 5 0 D

4 0 6 8

4026DC

3 0 6 8

D3 11 D3 11

D4 11 D4 11

1 6 6

49" 118" 75"

5 '- 8

4 4

'- 6

18'-9" 21'-10"

59'

11'-2"12'-10"4'-6"12'4'-6"

4 '

4 '- 1

" 8

'- 5

4' 4'-1" 13'-9"

2'-6" 5'-2" 11'-1"

1 6

' 3

' 9

2 '- 4

" 3

'- 1

1 '- 0

1 /2

3 '- 1

1 '- 0

1 /2

3 '- 1

" 2

'- 4

171 1/2" 60"

225" 46 1/4" 35 1/4" 63 1/2" 77 1/2"

158" 22 3/4"

143 1/2" 68"

1 2 3

" 7

7 "

1 2 7

3 /4

" 1

6 6

3 /4

1 3 5 °

2 7

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379 sq ft

130 sq ft

157 sq ft

118 sq ft

701 sq ft

7 6

s q

f t

1 2

S Q

F T

210 sq ft

40 sq ft

BEDROOM 2

CRAWL SPACE

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STORAGE

ENTERTAINMENT ROOM

WINE BAR

WINE CELLAR

POWDER 2

WINE ROOM

C L O

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BEDROOM 3

ROOM DIVIDE INDICATOR

4" INTERIOR WALL

6" INTERIOR WALL

6" INTERIOR WALL, INSULATED

6" EXTERIOR WALL, LAP SIDING

6" EXTERIOR WALL, SHAKE

6" EXTERIOR WALL, STONE

8" CONCRETE STEM WALL & 4" INTERIOR FURRED WALL, FULL HEIGHT

8" CONCRETE STEM WALL, CRAWL SPACE

NCRETE STEM WALL, TERRAIN

RAILING OR DECK AREA INDICATOR

S S

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X 3 0 2 0 F

4 0 5 0 D

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D3 11 D3 11

D4 11 D4 11

D6 11

S1 12

S2 12

S3 12

S4 12

S6 11

S5 12 S5 12

S7 11 S7 11

4 '- 1

1 1

/2 "

1 '- 6

2'-8" 6'-2 7/8" 2'-8"

3 2

5 '- 8

4 4

'- 6

32'

73'-7"

18'-9" 21'-10" 33'

1 1

'- 3

" 2

0 '- 9

59'

14'11'-2"12'-10"4'-6"12'4'-6"

4 '

4 '- 1

" 8

'- 5

4' 4'-1" 13'-9"

2'-6" 5'-2" 11'-1"

1 6

' 3

' 9

2 '- 4

" 3

'- 1

1 '- 0

1 /2

3 '- 1

1 '- 0

1 /2

3 '- 1

" 2

'- 4

FULL BASEMENT:

CEILING HEIGHT 113-5/8"

STEM WALL HEIGHT 117-5/8"

D7 15 D7 15

CRAWL SPACE: STEM WALL HEIGHT 42-5/8"

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BASEMENT FLOOR PLAN - FLOOR "0" 3/16"=1'

WALL LEGEND

OVERVIEW RENDERING FOR ILLUSTRATION ONLY NO SCALE

FOUNDATION & FOOTINGS 3/16"=1'

REScheck COMPLIANCE DETAILED CERTIFICATE PROVIDED AS A SEPARATE

ATTACHMENT TO THE PLANSET.

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FOUNDATION NOTES 1. FOUNDATIONS TO BEAR A MINIMUM OF 24” BELOW FINISH GRADE

2. ALL ANCHOR BOLTS TO BE 5/8” DIA X 10 @ 32” O/C UNO.

3. ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60.

4. ALL REINFORCING STEEL TO OVERLAP A MINIMUM OF 24” FOR SPLICES.

5. PROVIDE CORNER BARS TO MATCH CONTINUOUS STEEL.

6. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI AT

26 DAYS. MAXIMUM AGGREGATE SIZE IS 1”. MAXIMUM AIR ENTRAINMENT IS 3%.

CEMENT SHOULD BE TYPE 1 OR 2.

7. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSF (UBC TYPE 4 SOIL). IF SOIL

CONDITIONS VARY FROM THIS, THE PROJECT ENGINEER MUST BE NOTIFIED. ALL

FOOTINGS MUST BEAR ON UNDISTURBED SOIL. ALL SLOPES MUST BE STABILIZED.

8. ADJACENT GROUND SURFACES SHALL BE SLOPED AWAY FROM STRUCTURE

DRAINAGE OF SURROUNDING AREA SHALL ALSO BE PROVIDED TO PREVENT

ACCUMULATION OF SOIL AND EROSION OF SOIL NEAR FOOTINGS.

9. UNIFORM SOIL CONDITIONS, MUST BE PROVIDED UNDER SLAB AND FOOTINGS.

CUT/FILL OR NON-UNIFORM SOIL CONDITIONS SHOULD BE EXCAVATED AND

REPLACED W/ UNIFORM ENGINEERED FILL MATERIAL TO MINIMIZE DIFFERENTIAL

MOVEMENT.

10. THE TOPS OF FOUNDATION WALLS SHALL EXTEND 6” ABOVE THE ADJACENT FINISH

GRADE

11. MINIMUM 18” CLEARANCE FOR WOOD JOIST GIRDERS REQUIRED IN THE CRAWL

SPACE UNLESS TREATED WOOD IS USED THROUGHOUT FLOOR SYSTEM

MASONRY NOTES 1. ALL CONCRETE MASONRY UNITS TO BE LAID IN CONFORMANCE WITH ASTM C90.

2. CONCRETE MASONRY UNITS TO BE LAID IN TYPE ‘S’ OR TYPE ‘M’ MORTAR IN A

RUNNING BOND PATTERN. MORTAR, GROUT AND REINFORCEMENT TO BE IN

COMPLIANCE WITH CURRENT CODES.

3. COMPRESSIVE STRESS OF GROUT TO BE: FM’=2500 PSI. ALL CELLS TO BE FULLY

GROUTED.

4. ALL REINFORCING STEEL TO BE: ASTM-A-615, GRADE 60.

BUILDING PERFORMANCE: 1. HEAT LOSS CALCULATIONS SHALL COMPLY WITH REScheck AND REQUIREMENTS OF

LOCAL CODES. SEE CALCULATIONS.

2. PORCHES, DECKS, FOUNDATION AND GARAGE AREAS NOT INCLUDED IN LIVING AREA.

3. ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR. ALL PENETRATIONS

OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK OR FOAM.

4. PROVIDE CRAWLSPACE VENTING TO MEET LOCAL CODE REQUIREMENTS INSULATE

ALL ACCESS DOORS/ HATCHES TO CRAWL SPACES AND ATTICS TO THE EQUIVALENT

RATING OF THE WALL, FLOOR OR CEILING THROUGH WHICH THEY PENETRATE, UNO.

5. INSULATE UNDER ALL CONCRETE SLABS WITH 2” RIGID INSULATION

6. INSULATION:

ATTIC R-50

WALLS R-27

FLOORS R-19

1 8

'- 3 5

/8 "

1 '- 1

1 3

/8 "

2 '- 0

3 /8

2 2

'- 3 5

/1 6 "

2 6

7 .3

3 8 "

EAGLE WINDOWS

FIXED & CASEMENTS

TOP RIDGE 3

TOP RIDGE 5 55

S. GROUND LEVEL

TOP RIDGE 4 3

EAGLE DOORS

CLAD EXTERIOR

7 '- 0

1 /2

" 8

4 .5

0 0

" 9

'- 0

3 /8

" 1

0 8

.3 7

5 "2 8 '- 3 3

/1 6 "

3 3 9

.2 1

2 "

9 '- 5

5 /8

" 1

1 3

.6 2

5 "

1 '- 0

5 /8

" 1

2 .6

2 5

" 1

0 '- 1 1

/8 "

1 2 1

.1 2

5 "

1 1 '- 1 5

/8 "

1 3 3

.5 8

7 "

TOP RIDGE 3

TOP RIDGE 2

TOP RIDGE 1

WINDOW TOP

TOP MAIN FLOOR

BASEMENT CEILING

BASEMENT FLOOR

N. GROUND LEVEL

MAIN FLOOR CEILING

CULTURED STONE

csv2021t

FIBER CEMENT SIDING

CERTAINTEED

Heritage Clay

METAL ROOFING

CERTAINTEED

Midnight Standing Seam

CEDAR SHAKE

Heritage Clay

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REAR ELEVATION 1/4"=1'

FRONT ELEVATION 1/4"=1'

2 12

AMARR WOOD DOORS

Curtis

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2 0

8 .2

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4 0 0

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SOUTH ELEVATION 1/4"=1'

NORTH ELEVATION 1/4"=1'

3 D

B 3

6 F

H B

2 4 L

B 2 4

B F

S B

3 9

B 2 4

" D

LSDB36L 3DB18

1 D

B 2

1 B

2 7

" M

3 D

B 3

6 F

H B

2 4 L

B 2 4

B F

S B

3 9

B 2 4

" D

LSDB36L 3DB18

1 D

B 2

1 B

2 7

" M

R e f.

R a n

g e

H o o

d D

b l O

v e

W 2

4 4

8 L

W 2

4 4

8 L

W 4

8 1

8 2

10 1

3/ 8"

7 5

68"

K IT

W A

L L

E L E

IS L

A N

D E

L E

6 2

3 /4

" 1

4 9

" 5

6 3

/4 "

56" 40" 27 1/2"

6 2

1 /4

7 2

6 3

" 7

1 1

/4 "

2 1

/8 "

3 1

3 /4

" 1

8 2

5 /8

" 4

7 3

/4 "

4 1

/4 "

2 6

8 1

/2 "

204 15/16"

74 7/16" 67" 63 1/2"

210"

8'-5"2'-10"

411 SQ FT

WORK TRIANGLE

KITCHEN

CEILING: VAULTED

120" AT WALL

187" AT CENTER

4 "

3 0

3 /4

" 1

1 /2

" 4

7 3

/4 "

1 8

2 "

8 "

7 5

/8 "

1 1

9 5

/8 "

2 1/8"

31 3/4"

4 3/8"

48" 24" 48" 54"

4 1/4"

47 3/4"

4 1/4"

CL 134 1/4" 134 1/4"

268 1/2"

2 1/4"

36"

3/4"

47 1/4" 24" 48" 54" 56 1/4"

62 1/4" CL

72" CL

63" 71 1/4"

268 1/2"

3 6

" 1

8 "

6 5

5 /8

1 1

9 5

/8 "

8 "

3 3

3 /8

" 2

9 "

3 "

2 5

/8 "

3 6

147"

76 1/2" CL

31 1/2" CL

25 1/2" 13 1/2"

57" 63" 27"

29" CL

87"

ROOM NAME LABEL QTY WIDTH HEIGHT DEPTH DESCRIPTION KITCHEN B27" MW 1 27 " 36 " 24 " BASE CABINET KITCHEN SB39 1 39 " 36 " 24 " BASE CABINET KITCHEN 1DB21 1 21 " 36 " 24 " BASE CABINET KITCHEN LSDB36L 1 36 " 36 " 36 " CORNER BASE CABINET KITCHEN 3DB18 1 18 " 36 " 24 " BASE CABINET KITCHEN 3DB36 1 36 " 36 " 24 " BASE CABINET KITCHEN FHB24L 1 24 " 36 " 24 " BASE CABINET KITCHEN B24R 1 24 " 36 " 24 " BASE CABINET KITCHEN DBL OVEN 1 30 " 102 " 24 " UTILITY CABINET KITCHEN W2448L 2 24 " 48 " 12 " WALL CABINET KITCHEN W481824 1 48 " 18 " 24 " WALL CABINET KITCHEN BF2 1 2 1/4 " 36 " 24 " BASE CABINET FILLER MASTER BATH 1DB3034 1 30 " 34 " 24 " BASE CABINET

KITCHEN MICROWAVE JMD2124WS 1 JENN AIR KITCHEN DW 1 KITCHENAID KITCHEN HOOD 1 TBD KITCHEN STANDARD DOUBLE OVEN 1 TBD KITCHEN REF. 1 TBD KITCHEN RANGE 1 TBD KITCHEN SINK, STAINLESS SINGLE 32" 1 KRAUS KITCHEN POT FILLER 1 KRAUS JACK/JILL BATH TIOLET 1 AMERICAN STANDARD

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KITCHEN RAY TRACE RENDERING FOR ILLUSTRATION ONLY NO SCALE

KITCHEN FLOOR PLAN 1/2"=1'

WALL ELEVATION 1/2"=1'

ISLAND ELEVATION 1/2"=1'

KITCHEN & CABINET NOTES:

1. ALL CABINETS MAPLE; CONFIRM LACQUER FINISH WITH HOME

OWNER PRIOR TO ORDERING.

2. SOLID WOOD SLAB DOORS. CONFIRM DOOR & DRAWER STYLES

WITH HOME OWNER PRIOR TO ORDERING.

3. INSTALL HARDWARE ON SITE.

4. INSTALL CROWN MOLDING ON SITE; MATCH ISLAND CABINET

COLOR; CONFIRM PROFILE AND DIMENSION WITH HOME OWNER.

5. CUT OVEN OPENING ON SITE, SEE APPLIANCE SPECIFICATIONS.

6. INSTALL HOOD AND ALL APPLIANCES PER MANUFACTURER

SPECIFICATIONS.

7. ALL APPLIANCES TO BE ON DEDICATED CIRCUITS, UNO. REFER TO

APPLIANCE SPECIFICATIONS FOR AMP/VOLTAGE REQUIREMENTS

8. USE MIN 6" DUCT FOR HOOD. CONFIRM HOOD IS 600 CFM MIN.

9. CONFIRM FINAL MATERIALS FOR BACKSPLASH AND COUNTERTOP

WITH HOME OWNER PRIOR TO ORDERING.

10. CABINET GLASS: "RAIN WATER" TEMPERED

11. ALL DRAWERS TO BE TONGUE & GROOVE; GLIDES TO BE SOFT

12. LED LIGHTS - UNDER WALL CABINETS AND IN GLASS WALL

CABINETS

13. COUNTER FABRICATION: CONFIRM ALL FIXTURE MEASUREMENTS

AND CENTERLINES

14. GLASS ON ISLAND COUNTER 1" TEMPERED

CABINET SCHEDULE

FIXTURE SCHEDULE

K IT

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ROOM NAME LABEL QTY MANUFACTURER MASTER BATH SINK, KOHLER 2215 2 KOHLER MASTER BATH TOTO SOIREE FAUCET 3 TOTO MASTER BATH HANDRAIL - PLATFORM MOUNT 1 GREAT GRABZ MASTER BATH LASCO BATHTUB 1 LASCO MASTER BATH TOWEL WARMER 1 SHOWER FAUCET VALVE, LOURE - KOHLER 2 KOHLER SHOWER GRAB BAR, WALL MOUNT 2 GREAT GRABZ SHOWER STRIP DRAIN 1 CALIFORNIA FAUCETS SHOWER SHOWERHEAD, LOURE - KOHLER 1 KOHLER SHOWER LOURE - KOHLER 1 KOHLER WATER CLOSET GRAB BAR, WALL MOUNT 1 GREAT GRABZ WATER CLOSET TOILET 1 GEBERIT WATER CLOSET BIDET 1 GEBERIT KITCHEN MICROWAVE JMD2124WS 1 JENN AIR

ROOM NAME LABEL QTY WIDTH HEIGHT DEPTH DESCRIPTION KITCHEN B27" MW 1 27 " 36 " 24 " BASE CABINET

3 D

B 1

8 3

4 S

B 3 6

3 4

1 D

B 3

0 3

4 S

B 3 6

3 4

3 D

B 1

8 3

1DB338BF48 BF481DB338

3 D

B 3

6 3

D B

3 6

3 D

B 3

6 B

F 3

3 D

B 1

8 3

4 S

B 3 6

3 4

1 D

B 3

0 3

4 S

B 3 6

3 4

3 D

B 1

8 3

1DB338BF48 BF481DB338

3 D

B 3

6 3

D B

3 6

3 D

B 3

6 B

F 3

Toilet

SHELF

L a s c o

B a th

tu b

SHELFSHELFSHELFSHELF

Bidet

U 4 5

2 4

9 0

SHELFSHELFSHELF

U 4 5

2 4

9 0

U 4 2

2 4

9 0

U 3 6

2 4

9 0

U F

1 2

4 9

SHELF

Towel Warmer

W 3

6 5

4 1

5 W

3 6 1

8 1

5 R

W 3

6 1

8 1

5 R

W 3

6 1

8 1

5 R

W 3

6 5

4 1

B A

T H

S IN

K W

A L L

E L E

B A

T H

W A

L L E

L E

C L O

S E

T 1

E L

E V

C L O

S E

T 2

E L

E V

II CLOSET 3 ELEV

250"

2 6

2 4

" 2

2 "

4 1

/2 "

1 5

3 /4

3 7

1 /2

" 1

2 9

3 /4

1 6

" 5

6 "

1 1

9 1

/2 "

1 1

7 /8

" 4

1 /2

4 7

1 /8

121 3/4"

6 1/2"

121 3/4"

6 1/2"

29"

7 2

" 1

8 3

48" 4 1/2"

69 1/4" 6 1/2"

121 3/4"

6 1

/2 "

1 9

3 "

6 1

/2 "

6 0

CL 42 7/8"

CL 36"42 7/8"

178 sq ft

212 SQ FT

63 sq ft

31 sq ft SHOWER

MASTER BATH

MSTR CLOSET

WATER CLOSET

CEILING: VAULTED

120" AT WALL

164" AT CENTER

1 1

9 5

/8 "

4 "

2 8

1 /2

1 1

/2 "

6 4

5 /8

" 2

1 "

1 1

9 5

/8 "

259 1/2"

96 3/4" CL

66" 96 3/4"

2 3/4"

43" 33" 36" 30" 36" 18" 15" 43"

2 3/4"

CL 72"

CL 50"

CL 15 1/2"

CL 50" 72"

259 1/2"

16"

2 2

7 /8

1 1

9 5

/8 "

1 1

9 5

/8 "

47" 4 1/2"

12" 36 3/8" 59 3/4"

23 3/8" 4 1/2"

72"

259 1/2"

43" 2" 4"

12 1/2"

119 1/2" 8 1/4" 60"

8 1/4"

86 1/2" CL

80 3/4" 15 3/4" CL

26 1/2" CL

24" 26"

259 1/2"

1 7

1 /8

" 3

" 1

2 "

3 "

1 2

" 3

" 1

2 "

3 "

1 2

" 3

" 1

2 "

3 "

1 2

" 1

2 1

/2 "

1 7

" 6

2 1

/8 "

4 0

1 /2

"2 7

" 9

2 5

/8 "

7 4

1 /8

9 1

/2 "

3 6

SHOWER FIXTURE C/L

TEMPERED TEMPERED 3/8"

TOWEL WARMER C/L

GRAB BAR C/L

KITCHEN BF2 1 2 1/4 " 36 " 24 " BASE CABINET FILLER MASTER BATH 1DB3034 1 30 " 34 " 24 " BASE CABINET MASTER BATH SB3634 2 36 " 34 " 24 " BASE CABINET MASTER BATH 3DB1834 2 18 " 34 " 24 " BASE CABINET MSTR CLOSET U422490 1 42 " 90 " 24 " UTILITY CABINET

1 2 2 4 S

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MASTER BATH WATERCOLOR FOR ILLUSTRATION ONLY NO SCALE

BATH WALL ELEVATION 1/2"=1'

CABINET SCHEDULE

BATH SINK ELEVATION 1/2"=1'

MASTER BATH & CLOSET FLOOR PLAN 1/2"=1'

FIXTURE SCHEDULE

DDEE

M A

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4 "

2 1

198"

104 1/4" 93 3/4"

1 1

9 5

/8 "

10 1/2" 24" 163 1/2"

34 1/2" 9" 99 1/4" 22 1/4" 33"

7 1

/8 "

2 5

" 1

/2 "

6 "

7 "

1 /2

" 1

3 7

/8 "

1 "

2 0

" 1

" 2

0 "

1 "

2 0

" 1

" 2

0 "

1 "

1 9

1 /4

1' TEMPERED GLASS SHELVES

4" X 1/8" STAINLESS BANDING 21" O/C

BOTTOM OF GAS FIREBOX

GAP FROM BOTTOM OF MANTEL TO TOP OF FIREBOX

BOTTOM OF LED SCREEN

94" 36" 36" 27"

2 3/4" 43"

12 1/4" 36" 72"

3" 24"

3 6

" 5

4 "

1 8

" 1

1 5

/8 "

2 2

" 8

" 6

" 2

2 "

1 1

/2 "

1 2

" 1

1 /2

" 1

2 "

1 1

/2 "

3 3

1 /8

1 1

9 5

/8 "

9 8

5 /8

5 4

193"

1 1

9 5

/8 "

5 1

" 3

9 "

2 9

5 /8

2 2

" 8

" 2

8 "

1 1

/2 "

1 2

1 1

/2 "

1 2

1 1

/2 "

3 3

1 /8

193"

24" 36" 42" 90" 1"

1 1

9 5

/8 "

1 1

9 5

/8 "

1 1

9 5

/8 "

1 1

9 5

/8 "

2 2

" 8

" 6

0 "

2 9

5 /8

3 6

" 2

2 "

1 1

/2 "

1 2

1 1

/2 "

1 2

1 1

/2 "

2 1

1 /2

" 1

1 5

/8 "

121 3/4"

61" 33"

27 3/4"

15" 82 3/4" 24"

1" 24" 26" 88 3/4" 15 3/4"

1" 23"

51 1/4" 60" 69 1/4"

180 1/2"

1 "

2 7

" 2

8 5

/8 "

5 1

8 "

1 1

9 5

/8 "

2 8

" 4

" 2

8 5

/8 "

5 1

" 8

1 1

9 5

/8 "

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FIREPLACE WALL ELEVATION 1/2"=1'

CLOSET 1 ELEVATION 1/2"=1'

OFFICE WALL ELEVATION 1/2"=1'

CLOSET 2 ELEVATION 1/2"=1'

CLOSET 3 ELEVATION 1/2"=1'

OFFICE PERSPECTIVE FOR ILLUSTRATION ONLY NO SCALE

MASTER BEDROOM PERSPECTIVE FOR ILLUSTRATION ONLY NO SCALE

FIREPLACE PERSPECTIVE FOR ILLUSTRATION ONLY NO SCALE

MASTER CLOSET PERSPECTIVE FOR ILLUSTRATION ONLY NO SCALE

IN T

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CRAFTSMAN GLASS / CLAD ENTRY, EXTERIOR

GLASS / CLAD EXTERIOR

FRENCH DOORS INTERIOR

SHAKER PANEL INTERIOR WOOD / EXTERIOR METAL

GRID 1 1/2"

CRAFTSMAN GRID STYLE HORIZONTAL GRID 1 1/8"

VERTICAL GRID 7/8"

W05 W16

D26

D25

D08

D16

D29

D24 D24

W15

D27D18

W04W04

W08W08

W06

W11

W07

D10

D28

W16W16W16

D13

D11D25

D09

D21W06W07

W12

D12

W13

W06W07

D17

W03

W01

D06 D01

D01

D03

D02

D03

D02

D07

D04

4 0

6 8

W02

D05

NUMBER FLOOR QTY SIZE WIDTH HEIGHT R/O HEADER D01 1 1 3080 R 36 " 96 " 74"X98 1/2" 2X6X77" (2) D02 0 2 2868 L 32 " 80 " 66"X82 1/2" 2X6X69" (2) D03 0 2 2868 R IN 32 " 80 " 34"X82 1/2" 2X6X37" (2) D04 0 1 2880 R IN 32 " 96 " 34"X98 1/2" 2X6X37" (2) D05 0 1 3068 R IN 36 " 80 " 38"X82 1/2" 2X6X41" (2) D06 0 1 5068 L/R EX 60 " 80 " 62"X83" 2X10X65" (2) D07 0 1 5068 L/R 60 " 80 " 62"X82 1/2" 2X8X65" (2) D08 0 2 21068 L IN 34 " 80 " 36"X82 1/2" 2X6X39" (2) D09 1 2 3080 L 36 " 96 " 74"X98 1/2" 2X6X77" (2) D10 1 1 3076 R IN 36 " 90 " 38"X92 1/2" 2X6X41" (2) D11 1 1 3080 L EX 36 " 96 " 38"X99" 2X8X41" (2) D12 1 1 2880 R 32 " 96 " 66"X98 1/2" 2X6X69" (2) D13 1 1 3080 L EX 36 " 96 " 38"X99" 2X6X41" (2) D14 1 1 3080 R EX 36 " 96 " 38"X99" 2X6X41" (2) D16 1 1 5068 R IN 60 " 80 " 60"X80" 2X8X63" (2) D17 1 1 5068 L/R IN 60 " 80 " 62"X82 1/2" 2X8X65" (2) D18 1 1 5080 L/R 60 " 96 " 122"X98 1/2" 2X8X125" (2) D21 1 1 6090 L/R EX 72 " 108 " 74"X111" 2X10X77" (2) D24 1 2 5080 L/R EX 60 " 96 " 62"X99" 2X8X65" (2) D26 1 2 5080 L/R IN 60 " 96 " 62"X98 1/2" 2X8X65" (2) D27 1 1 3080 R IN 36 " 96 " 38"X98 1/2" 2X6X41" (2) D28 1 1 9090 108 " 108 " 110"X111" 2X12X116" (2) D29 1 1 18090 216 " 108 " 218"X111" 2X12X224" (2)

NUMBER QTY FLOOR WIDTH HEIGHT R/O EGRESS TEMPERED DESCRIPTION HEADER W01 3 0 36 " 24 " 37"X25" FIXED GLASS 2X6X40" (2) W02 1 0 48 " 30 " 49"X31" YES DOUBLE CASEMENT-LHL/RHR 2X8X52" (2) W03 1 0 48 " 60 " 49"X61" YES DOUBLE CASEMENT-LHL/RHR 2X8X52" (2) W04 1 1 26 " 60 " 27"X61" SINGLE CASEMENT-HL 2X8X30" (2) W05 1 1 32 " 64 " 33"X65" YES SINGLE CASEMENT-HR 2X6X36" (2) W06 3 1 36 " 80 " 37"X81" SINGLE CASEMENT-HL 2X10X40" (2) W07 3 1 36 " 80 " 37"X81" SINGLE CASEMENT-HR 2X10X40" (2) W08 1 1 42 " 60 " 43"X61" DOUBLE CASEMENT-LHL/RHR 2X8X46" (2) W11 1 1 48 " 80 " 49"X81" FIXED GLASS 2X10X52" (2) W12 1 1 54 " 54 " 55"X55" YES SINGLE CASEMENT-HR 2X8X58" (2) W13 1 1 54 " 80 " 55"X81" YES DOUBLE CASEMENT-LHL/RHR 2X10X58" (2) W15 1 1 118 " 22 " 119"X23" MULLED UNIT-HR 2X12X122" (2) W16 4 1 70 " 22 " 71"X23" MULLED UNIT-HR 2X8X74" (2) W17 2 2 42 " 28 " 43"X29" FIXED GLASS 2X6X46" (2) W18 2 2 42 " 54 " 43"X55" FIXED GLASS 2X6X46" (2) W19 1 2 70 " 22 " 71"X23" MULLED UNIT-HR 2X8X74" (2)

1 0

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DOOR SCHEDULE

D O

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DOOR & WINDOW NOTES:

1. BEDROOM WINDOWS SILL FINISHED MUST BE WITHIN 44: OF THE

FLOOR AND PROVIDE MINIMUM CLEAR OPENINGS OF 5.7 SQ. FEET WITH

HEIGHT DIMENSION NOT LESS THAN 24" AND WIDTH DIMENSION NOT

LESS THAN 20" - HRC R310.1-R310.1.4

2. MAIN FLOOR DOORS SHALL BE 8’. BASEMENT DOORS SHALL BE 6' 8",

UNO.

3. ALL DOORS SHALL BE SOLID CORE 1 3/4" THICK, UNO

4. INTERIOR DOORS SHALL BE STAINED. ENTRY DOOR TO BE DEFINED

BY HOME OWNER PRIOR TO ORDERING

5. DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1 3/4" TIGHT

FITTING SOLID CORE DOORS WITH A RATING OF 60 MINUTES. DOOR

SHALL BE SELF CLOSING

6. EXTERIOR EXIT DOORS SHALL BE 36" MIN. NET CLEAR DOOR WAY

SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT

THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING

IN DOORS SHALL BE DUAL PANE SAFETY GLASS WITH MIN. U-VALUE OF

0.60

7. GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS

8. ALL GLAZING WITHIN 18 IN. OF THE FLOOR AND/OR WITHIN 24 IN. OF

ANY DOOR (REGARDLESS OF WALL PLANE) ARE TO HAVE SAFETY

GLAZING. ALL GLAZING WITHIN 60 IN. OF TUB OR SHOWER FLOOR, 60

IN. OF A STAIR LANDING OR GREATER THAN 9 SQUARE FEET ARE TO

HAVE SAFETY GLAZING

9. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL

EXTERIOR DOORS ARE TO BE SOLID CORE WITH WEATHERSTRIPPING.

10. ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY

GLASS.

DOOR / WINDOW SCHEDULE - MAIN FLOOR 3/16"=1'

DOOR / WINDOW SCHEDULE - BASEMENT 3/16"=1'

WINDOW ENERGY RATINGS Low-E4 \High Altitude Windows U-Factor SHGC VLT CR Casement 0.39 0.3 0.49 52 Double Hung 0.35 0.27 0.46 49 Slide-By 0.37 0.28 0.48 49 Fixed \ Auxiliary 0.32 0.32 0.54 51

U-Factor - Rate of Heat Loss = 1/R SHGC - Solar Heat Gain Coefficient VLT- Visible Light Transmittance CR - Condensation Resistance

WOOD WINDOWS WITH CLAD EXTERIOR SEE ENERGY RATINGS

INTERIOR WINDOW MATERIALS: STAINED WITH FACTORY FINISH

WINDOW HARDWARE TO BE OWNER SELECTED AT TIME OF ORDER

WINDOW ROUGH OPENING: 1/2" FOR TOP/ BOTTOM & 1/2" FOR SIDES, UNO BY MFG.

WINDOW SCHEDULE

SIMPSON H1

SONO TUBE TYP.

SIMPSON ABU44 POST COLUMN TO FOUNDATION

SIMPSON H2.5A BOTH SIDES

4 X 8" TREATED BEAM

SIMPSON BC60

SIMPSON BC40

CRAWL SPACE

SIMPSON ABU88 POST TO COLUMN CONNECTOR

11 7/8" I-JOISTS

SHEATHING

2 - 2" X 6" LEDGERS

7" X 5/8" LAG BOLT W/WASHER COUNTER SINK

RIGID INSULATION

3" X 1/2" x LAG BOLT w/WASHER

RIGID INSULATION

FIBER CEMENT LAP SIDING

VAPOR BARRIER

STONE CAP

MFG. STONE

SCRATCH MESH

DECK PLANKS

SIMPSON IUS1.81 I-JOIST HANGER

DRIP EDGE

4" X 1/2" LAG BOLT W/WASHER

SIMPSON HTU26 HANGER

2 X 8" TREATED JOISTS

DRAINAGE SYSTEM

TREATED SILL PLATE

TERMITE FLASHING

VAPOR BARRIER

INTERIOR FINISH

7/8" FINISH FLOOR

BATT INSULATION

SIMPSON HTU26 JOIST HANGER

CAST-IN-PLACE ANCHOR BOLT

SILL SEALER

3/4" T&G SUBFLOOR

DECORATIVE SOFFIT ATTACH TO RAFTER

FLOOR TRUSS

2" RIGID INSULATION FOAM UNDER BASEMENT SLAB

RISERS 7"

TREADS 11"

HANDRAIL 36"

MIN. HEADROOM 7' - 6"

BLOCKING

NOTCHED STRINGER

DECORATIVE SOFFIT ATTACH TO ROOF TRUSS

I JOISTS OVER CRAWLSPACE

5.5" X 11.5" STRUCTURAL GLULAM BEAM

HAND FRAME TO TRUSS

STICK FRAME DORMER LEAVE OPTION FOR OPENING IN CEILING FOR GARAGE CONFIRM WITH HOMEOWNER

APPLY 6" VINYL MOLDING ABOVE STEM WALL

2" RIGID INSULATION FOAM

7 '- 9

1 /8

" 9 3

1 /8

7 '- 8

3 /4

" 9 2

3 /4

9 '- 4

1 /8

" 1 1

2 1

/8 "

7 '- 8

3 /4

" 9 2

3 /4

" 7 '- 8

3 /4

" 9 2

3 /4

7 '- 8

3 /4

" 9 2

3 /4

T T

GARAGE

FLOOR

NAILS 10d x 1 ½”

SIMPSON BA2.56 I-JOIST HANGER

11 7/8" I-JOISTS

1 1

1 2 2 4 S

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IV E

R S

T O

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Y : S

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STAIR SECTION 1/4" = 1'

STAIR NOTES:

1. STAIRWAYS SHALL HAVE A MIN. WIDTH OF

34". HAND RAILS MAY ENCROACH A MAX.

OF 3 1/2" INTO THE REQUIRED WIDTH.

2. TREADS SHALL HAVE A MIN. WIDTH OF 10".

STAIR TREADS MUST BE UNIFORM AND

CAN NOT VARY FROM THE LARGEST TO

THE SMALLEST BY MORE THAN 3/8".

3. STAIRWAYS SHALL HAVE MIN. 6'-8" OF

HEADROOM AT THE NOSE OF THE STAIR.

4. ENCLOSED USABLE SPACE UNDER

INTERIOR STAIRS SHALL BE PROTECTED

ON THE ENCLOSED FACE WITH 5/8" TYPE

"X" GYPSUM WALL BOARD.

5. STAIRWAYS SHALL HAVE AT LEAST ONE

HANDRAIL LOCATED 36" ABOVE THE

NOSING OF TREADS AND LANDINGS. THE

HAND GRIP PORTION OF HANDRAILS SHALL

NOT BE LESS THAN 1-1/2" OR GREATER

THAN 2" IN CROSS-SECTIONAL DIMENSION.

6. HANDRAILS SHALL BE CONTINUOUS THE

FULL LENGTH OF THE STAIRS. THE ENDS

OF HANDRAILS SHALL RETURN TO WALL

OR TERMINATE INTO A NEWEL POST OR

SAFETY TERMINAL.

7. STAIRWAYS HAVING LESS THAN 2 RISERS

DO NOT REQUIRE A HAND RAIL.

8. GUARDRAILS SHALL BE PROVIDED FOR AT

PORCHES, DECKS, BALCONIES,

STAIRWAYS AND LANDINGS WHERE THE

ADJACENT SURFACE IS GREATER THAN 24"

BELOW AND SHALL HAVE A 34" MIN.

HEIGHT

9. RAILING AND GUARDRAIL BALUSTER

SPACING SHALL BE NO GREATER THAN 4".

10. THE TRIANGULAR OPENINGS FORMED BY

THE RISER, TREAD, AND BOTTOM OF

GUARDRAIL SHALL NOT ALLOW A 6"

DIAMETER SPHERE TO PASS THROUGH.

STAIR SECTION 1/4" = 1'

STAIR SECTION 1/2" = 1'

FLOOR I-JOIST HANGER DETAIL 1" = 1'

DECK & FLOOR PLATFORM DETAIL 1/2" = 1'

SECTION AT GARAGE, WEST 1/4" = 1'

SECTION AT MASTER BATH 1/4" = 1'

S6 11 S6 11

SECTION AT KITCHEN, WEST 1/4" = 1'

S E

C T

IO N

S &

E T

A IL

S7 11 S7 11

S5 11 S5 11

D3 11 D3 11

D4 11 D4 11

D2 11 D2 11

D6 11 D6 11

TRUSS FORMS CEILING VAULT

NAILS 10d x 1 ½”

SIMPSON BA2.56 I-JOIST HANGER

DECORATIVE SOFFIT OVER WALL CABINETS AND KITCHEN ISLAND

CROSS MEMBER SOFFITS 6"W X 8"H 18" O/C INSTALL ELECTRICAL CANS

11 7/8"

I-JOISTS

TREY CEILING

HAND FRAME

8:12 PITCH

STEP STEM WALL

A. 24" BELOW

FROST LINE

1 2

1 2 2 4 S

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IV E

R S

T O

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Y : S

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_ _ _

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S2 12 S2 12

SECTION AT OFFICE 1/4" = 1'

S3 12 S3 12

S4 12 S4 12

SECTION AT ENTRY 1/4" = 1'

SECTION AT GARAGE NORTH 1/4" = 1'

SECTION AT MASTER BEDROOM 1/4" = 1'

S1 12 S1 12

S E

C T

IO N

S &

E T

A IL

A.B.P. / N.A.B.P TYP.

2854SC 510110MU

5 0

8 0

5 0

8 0

3 0

8 0

3 0

8 0

5 0

6 8

1 8

0 9 0

5080 5080

910110MU

30805080

2 2

5 0 S

C 3 6

5 0 D

3 0

6 8 S

C 4 0

6 8 F

X 3 0

6 8 S

3080

9 0

510110MU510110MU510110MU

3 0

8 0

3080 2880

3 0

7 6

60903068SC3068SC

4 6

4 6 S

3080

4668DC

3068SC3068SC

5 0

6 8

D6 14

1313

1414

1010

1212

1111

BEAM POCKET ABOVE 5.5" POST POINT LOAD

CARRY TO FOUNDATION WALL

1 3

1 2 2 4 S

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IV E

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Y : S

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D A

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_ _ _

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. 8 3 8 1 5

2 0

8 .2

9 2 .3

4 0 0

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SHEAR WALL & FRAMING PLAN 1/4"=1'

FRAMING OVERVIEWS FOR ILLUSTRATION ONLY NO SCALE

WALL PANEL NOTES:

B.P. BRACED WALL PANEL

3'-0" MIN. LENGTH w/ 1/2" PLYWOOD AND 8d COMMONS 6" O/C

AT ALL PANEL EDGES, 12" O/C FIELD.

I.B.P. INTERIOR BRACED WALL PANEL

1/2" GYP. BD PER R 602.10.3(5); 1/2 GWB EACH SIDE w/ #6 X 1 1/4 TYPE

S OR W SCREWS PERS ASTM C1002 @ 7" O/C @ ALL SUPPORTS

A.B.P. ALTERNATE BRACED WALL PANEL

2'-8" MIN. WIDTH w/ 1/2" PLYWOOD AND 8d COMMONS 6" O/C AT ALL

PANEL EDGES, 12" O/C FIELD & (2) A.B. PER PANEL LOCATED AT 1/4

POINTS & 1800# MIN. HOLD DOWN EACH END *HPAHD22 OR STD10)

N.A.B.P. NEW ALTERNATE BRACED WALL PANEL

2'-0" MIN. WIDTH. CONTINUOUS HEADER. ALL OTHER SAME AS A.B.P.

FRAMING & STRUCTURAL NOTES

1. BRACED-WALL PANELS SHALL BEGIN NO MORE THAN 12 1/2 FT. FROM EACH

END OF A BRACED-WALL LINE (8 FT. FOR IBC SDC D-E AND IRC SDC D0-D2

PROVIDE IRC R602.11 REQUIREMENTS ARE MET).

2. WINDOW ROUGH OPENING: 1/2" FOR TOP/BOTTOM & 1/2" FOR SIDES.

CONFIRM WINDOW MFG. SPECS. BEFORE FRAMING.

3. WALL HEADERS: (2) 2" X 10" DF 2 TYP. INSULATED, UNO

4. PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO

JOISTS.

5. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.

R502.12.

6. PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND

COLUMNS TO RESIST LATERAL DISPLACEMENT.

7. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL

WOOD IN PERMANENT CONTACT WITH CONCRETE SHALL BE PRESSURE

TREATED UNLESS AN APPROVED BARRIER IS PROVIDED.

LUMBER SPECIES:

A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2

B. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER

C. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2.

D. ALL STUDS TO BE DF#2 OR BETTER.

E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS:

ROOF SHEATHING SHALL BE 5/8" PLYWOOD.

WALL SHEATHING SHALL BE 1/2'' INT-APA RATED OR 7/16'' OSB.

FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB.

S H

E A

R W

A L

L O

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N S

SIMPSON Strong-Tie R

DTT2Z

1 2

'- 4

1 /4

18'-2"

20'-2"

5/8"~ x 10" A.B.

MAX HEIGHT

A. 1000 LB TIE

DOWN DEVICE

CONTINUOUS 3" X 12" HEADER

SIMPSON STHD14 STRAP OR DTT2Z OR EQUIV.

(EMBEDDED INTO CONCRETE AND NAILED INTO

FRAMING) OR SIMPSON 'HDU4' HOLD-DOWNS W/

5.5" X 16" SIMPSON SSTB20 A.B.S.

12" MIN. THICKNESS WOOD STRUCTURAL

PANEL SHEATHING

2 X 6 FRAMING

A. WIDTH= 12" FOR ONE STORY STRUCTURES

B. WIDTH= 24" FOR USE IN THE FIRST OF TWO

STORY STRUCTURES

FASTEN SHEATHING TO HEADER W/ 8d COMMON OR

GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND

3" O/C IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.

SIMPSON 'LSTA 18' STRAP OR EQUIV.

FASTEN TOP PLATE TO HEADER W/ TWO ROWS OF 16d SINKER

NAILS @ 3" O/C TYP. TYPICAL PORTAL FRAME

CONSTRUCTION

FOR A PANEL SPLICE

(IF NEEDED), PANEL EDGES

SHALL BE BLOCKED, AND

OCCUR WITHIN 24" OF MID-

A. ONE ROW OF TYP.

SHEATHING-TO-FRAMING

NAILING IS REQUIRED. IF 2X4

BLOCKING IS USED, THE 2X4'S

MUST BE NAILED TOGETHER

WITH 3 16d SINKERS

A. DOUBLE

2X6 POST

SIMPSON 'LSTA18'

STRAP OR EQUIV.

1 0

'- 1

1 /2

1 5

'- 8

1 /2

" 1

8 8

1 /2

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

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

10 1/2"

1 1

3 /4

" 2

'- 2

" 2

'- 5

1 /4

" 1

'- 1

1 /2

" 7

1 /2

5 '- 1

" 3

'- 3

1 /2

7'-11" 22'-11"

5 '- 7

3 /8

" 1

0 '- 1

1 /8

2" x 6"

2" x 8"

1 0

7 /8

" 1 1

1 /4

8 '- 3 "

9'-2"

1 0

7 /8

1 1

1 /4

" 8 '- 3 "

18'-2"

A.B.P. / N.A.B.P TYP.

1 4

1 2 2 4 S

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IV E

R S

T O

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D R

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Y : S

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: _

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2 0

8 .2

9 2 .3

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W A

L L

F R

A M

IN G

7. W MBR WALL 1/4" = 1' 10. S MSTR BATH WALL

1/4" = 1'

12. E KITCHEN WALL 1/2' = 1'

11. S KITCHEN WALL 1/4" = 1'

8. W MBR WALL 1/4" = 1' 9. W MSTR BATH WALL

1/4" = 1'

1 N. GARAGE WALL 1/4" = 1'

GARAGE PORTAL FRAME DETAIL 3/8"=1'

2 W. GARAGE WALL 1/4" = 1'

3 ENTRY WALL 1/4" = 1'

4 STAIRWELL WALL 1/4" = 1'

5 OFFICE WALL 1/4" = 1'

6 N MBR WALL 1/4" = 1'

14. E LG GARAGE WALL 1/4" = 1'

13. E SM GARAGE WALL 1/4" = 1'

WALL PANEL NOTES:

B.P. BRACED WALL PANEL

3'-0" MIN. LENGTH w/ 1/2" PLYWOOD AND 8d COMMONS 6" O/C

AT ALL PANEL EDGES, 12" O/C FIELD.

I.B.P. INTERIOR BRACED WALL PANEL

1/2" GYP. BD PER R 602.10.3(5); 1/2 GWB EACH SIDE w/ #6 X 1 1/4 TYPE

S OR W SCREWS PERS ASTM C1002 @ 7" O/C @ ALL SUPPORTS

A.B.P. ALTERNATE BRACED WALL PANEL

2'-8" MIN. WIDTH w/ 1/2" PLYWOOD AND 8d COMMONS 6" O/C AT ALL

PANEL EDGES, 12" O/C FIELD & (2) A.B. PER PANEL LOCATED AT 1/4

POINTS & 1800# MIN. HOLD DOWN EACH END *HPAHD22 OR STD10)

N.A.B.P. NEW ALTERNATE BRACED WALL PANEL

2'-0" MIN. WIDTH. CONTINUOUS HEADER. ALL OTHER SAME AS A.B.P.

FRAMING & STRUCTURAL NOTES

1. BRACED-WALL PANELS SHALL BEGIN NO MORE THAN 12 1/2 FT. FROM EACH END OF A

BRACED-WALL LINE (8 FT. FOR IBC SDC D-E AND IRC SDC D0-D2 PROVIDE IRC R602.11

REQUIREMENTS ARE MET).

2. WINDOW ROUGH OPENING: 1/2" FOR TOP/BOTTOM & 1/2" FOR SIDES. CONFIRM WINDOW

MFG. SPECS. BEFORE FRAMING.

3. WALL HEADERS: (2) 2" X 10" DF 2 TYP. INSULATED, UNO

4. PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS.

5. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC. R502.12.

6. PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO

RESIST LATERAL DISPLACEMENT.

7. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL WOOD IN

PERMANENT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED UNLESS AN

APPROVED BARRIER IS PROVIDED.

LUMBER SPECIES:

A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2

B. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER

C. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2.

D. ALL STUDS TO BE DF#2 OR BETTER.

E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS:

ROOF SHEATHING SHALL BE 5/8" PLYWOOD.

WALL SHEATHING SHALL BE 1/2'' INT-APA RATED OR 7/16'' OSB.

FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB.

D6 14 D6 14

F T

R -1

F T

R -1

F T

R -1

F T

R -1

F T

R -2

F T

R -1

F T

R -1

F T

R -1

F T

R -1

F T

R -1

F T

R -2

F T

R -2

F T

R -2

F T

R -2

F T

R -2

F T

R -2

F T

R -2

F T

R -2

F T

R -2

F T

R -2

D3 11 D3 11

D4 11 D4 11

D6 11

D2 11 D2 11

PLANT SHELF ABOVE

FOUNDATION WALL

TO MAIN FLOOR.

USE MAIN FLOOR

FINISH ON SURFACE

TRUSS FRAME

D7 15 D7 15

RAISED STEM WALL. HANG FLOOR IJOISTS

IJOIST BLOCKING

1 5

1 2 2 4 S

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IV E

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T O

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D R

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Y : S

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D A

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_ _ _

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DECK OVERVIEW FOR ILLUSTRATION ONLY NO SCALE

6 5 0

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FRAMING NOTES:

1. ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 AND LARGER

LUMBER SHALL BE DOUGLAS FIR NO.1 OR BETTER, UNO.

2. I-JOISTS AND LVL MEMBERS MUST BE INSTALLED IN COMPLIANCE WITH THEIR

LISTINGS.

3. ALL TRUSSES SHALL BE ENGINEERED AND STAMPED WITH A SEPARATE

ENGINEERED DOCUMENT.

4. PRE-MANUFACTURED WOOD JOISTS & TRUSSES SHALL BE OF THE SIZE AND TYPE

SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUSS / JOIST COMPANY. NO

MEMBERS SHALL BE MODIFIED AND MUST BE INSTALLED IN COMPLIANCE WITH

THEIR LISTINGS. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS

RECOMMENDATIONS. MEMBERS AND BRIDGING SHALL BE CAPABLE OF RESISTING

THE WIND UPLIFT NOTED ON THE DRAWINGS. THE MANUFACTURER SHALL VISIT JOB

SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF THE JOISTS &

TRUSSES IN WRITING TO THE CONTRACTOR/ENGINEER. PRE-MANUFACTURED

WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS

COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE

RATING REQUIREMENTS OF THE PROJECT, AND IS ENGINEER OR ICBO APPROVED.

5. ALL JOISTS AND RAFTERS SHALL HAVE SOLID BLOCKING AT THEIR BEARING

POINTS. CONNECT BLOCKING TO TOP OF WALL W/ SIMPSON A34 FRAMING

ANCHORS. ROOF JOIST TO HAVE HURRICANE CLIPS @ 48” O.C. OR SIMPSON H-1

HURRICANE CLIPS @ 24” O/C

6. ALL WOOD CONNECTIONS MUST CARRY THE CAPACITY OF THE MEMBER. THE

CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS. IF OTHER THAN STANDARD

CONNECTIONS ARE REQUIRED, CONTACT PROJECT ENGINEER FOR ASSISTANCE.

USE SIMPSON OR OTHER ICC LISTED CONNECTIONS.

7. ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL

BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. HANGERS NOT SHOWN SHALL

BE SIMPSON HU (OR EQUAL) OF SIZE RECOMMENDED FOR MEMBER.

8. NAILS: ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL

FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS.

FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR IRC TABLE R602.3(1).

9. THRUST SHALL BE ELIMINATED BY THE USE OF COLLAR TIES OR CEILING JOISTS,

WHERE REQUIRED.

10. BEVELED BEARING PLATES ARE REQUIRED AT ALL BEARING POINTS FOR BCI & TJI

RAFTERS.

11. ALL COLUMNS SHALL EXTEND DOWN THRU THE STRUCTURE TO THE FOUNDATION.

ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS. COLUMNS SHALL BE THE

SAME WIDTH AS THE MEMBERS THAT THEY ARE SUPPORTING.

12. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2” THICK 2-M-W SHEATHING OR

EQUAL W/ 8D COMMON NAILS @ 6” O.C. @ EDGES @ 12” O.C. IN FIELD, UNO.

SHEATHING SHALL BE CONTINUOUS ACROSS ALL HORIZONTAL FRAMING JOINTS.

13. ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN

PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF

SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES

SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X

FRAMING AT ALL PANEL EDGES. SHEATH ROOF PRIOR TO ANY OVER FRAMING.

14. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT

STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108

PERFORMANCE STANDARDS. UNO, PANELS SHALL BE APA RATED SHEATHING,

EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS.

PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA

RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS

OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.

15. GLULAM BEAMS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT

STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN

INSTITUTE OF TIMBER CONSTRUCTION, ATTIC 117. EACH MEMBER SHALL BEAR AN

ATIC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE

OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY

AFTER TRIMMING IN EITHER SHOP OR FIELD.

16. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON (OR EQUAL).

17. SUBSTITUTES FOR TJI’S AND MICROLAM MEMBERS MAY BE MADE ONLY WITH THE

PROJECT ENGINEER’S WRITTEN APPROVAL.

18. GLULAM BEAMS SHALL BE 24F-V4 DF/DF OR EQUAL FOR SIMPLE SPANS, AND 24F-V8

DF/DF FOR CONTINUOUS SPANS.

19. “VERSA-LAM” & “MICRO-LAM MEMBERS SHALL BE GRADE 2.0 E.

20. ANY WOOD IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE

TREATED.

21. ALL WOOD CONNECTORS SHALL BE INSTALLED W/ ALL REQUIRED FASTENERS IN

COMPLIANCE W/ THEIR WRITTEN APPROVAL.

22. ALL RAFTERS TO BE 11 7/8”, UNO.

23. ALL HANGERS TO BE “SIMPSON” OR EQUAL.

24. ALL HEADERS TO BE INSULATED (2) 2 X 12, UNO.

F L

O O

R F

R A

M IN

FLOOR FRAMING PLAN TRUSS FRAMING FOR ILLUSTRATION ONLY 1/4"=1'

FLOOR FRAMING OVERVIEW FOR ILLUSTRATION ONLY NO SCALE

A. FLOOR TRUSS FTR-16 1/2"=1'

D7 15 D7 15

T R

-1

T R

-2

T R

-3

T R

-4

T R

-9

T R

-5

T R

-6

T R

-7

T R

-8

T R

-1 0

T R

-1 1

T R

-1 2

T R

-1 3

T R

-1 4

T R

-1 6

T R

-1 9

T R

-1 5

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

2'-1 3/4"2'2'2'2'2'2'-5 5/8"

TRUSS FRAME

DORMER OPENING

D8 17 D8 17

D9 17 D9 17

SUB-FASCIA

SHEATHING

12" ENERGY HEEL FASCIA (2)

SOFFIT

FLASHING

ROOFING MEMBRANE

FINISH ROOFING

SCREENED VENT

FASCIA (1)

SHEATHING

INSULATION

FINISH SIDING

RIGID INSULATION

1 6

1 2 2 4 S

. R

IV E

R S

T O

N E

D R

A W

N B

Y : S

.H .

D A

T E

: _

_ _ _ _ _

_ _ _

S C

A L E

: S

E E

V IE

W S

H E

E T

N U

M B

E R

6 5 0

0 N

. M

in e ra

l D

r. C

o e

u r

d 'A

le n

e , I D

. 8 3 8 1 5

2 0

8 .2

9 2 .3

4 0 0

c h ie

fa rc

h it e

c t.

c o

m R I V E R S T O N E

R e v is

io n #

ROOF FRAMING NOTES: COMBINATION HAND FRAME AND TRUSS FRAMING FOR ROOF 1. TRUSS DRAWING IS FOR ILLUSTRATION ONLY. ALL TRUSSES SHALL BE

INSTALLED & BRACED TO MANUFACTURER'S DRAWINGS & SPECIFICATIONS.

2. ALL TRUSSES SHALL CARRY MANUFACTURER'S STAMP. 3. ALL TRUSSES SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING

DEPT. APPROVAL OF ENGINEERING CALCULATIONS. 4. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR

FRAMING INSPECTION. 5. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER

TO BE PROVIDED BY TRUSS MANUFACTURER. 6. ALL ROOF FRAMING 24" O.C. 7. ALL OVERHANGS 16". 8. INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND

PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES.

9. ATTIC VENTILATION: REQUIRED ABOVE HOUSE. 10. MIN. LOAD 50 LBs PER SQUARE FOOT. 11. WALL HEADERS: (2) 2 X 10 DF 2 TYP. UNO 12. ROOF & FLOOR TRUSS MANUFACTURER: _______________________

R O

O F

& F

R A

M IN

P L

A N

ROOF EVE W/ ENERGY HEEL 1"=1'

ROOF FRAMING PLAN FOR ILLUSTRATION ONLY NO SCALE

TYP. ROOF TRUSS TR-5

W/ ENERGY HEEL & CEILING VAULT 1/4"=1'

ROOF FRAMING PLAN 1/4"=1'

D8 17 D8 17

REVISION TABLE LABEL DATE REVISED BY DESCRIPTION 16-R1 JAN. 10 SH TRUSSES TO REPLACE HAND FRAMING IN KITCHEN 16-R2 JAN. 20 SH STRUCTRUAL BEAM ADDED BETWEEN ENTRY/KITCHEN 16-R3 FEB. 4 SH TREY CEILING ADDED TO MSTR BEDROOM

MASTER BDRM

OFFICE

SHOWER

MASTER BATH

GARAGE

LIVING

POWDER

MSTR CLOSET

KITCHEN

STAIRWAY

MUD ROOM

C L

O S

E T

G a

ra g

e U

ti lit

y C

lo s e

COFFERED

CEILING

1. 125" AT CENTER

8" X 24" SOFFIT AT WALL

5" CROWN MOLDING

INSIDE COFFER

V A

U L

T E

D C

E IL

IN G

6 :1

2 W

H IT

E W

A S

H C

E D

A R

ENTRY

TRAY CEILING

1. 125" AT WALL

2. 125" AT CENTER

DECK WATER CLOSET

4H" X 8W" SLOPPED SOFFIT 6:12 48" O/C PAINT GRADE

PORCH

V A

U L

T E

D C

E IL

IN G

6 :1

2 W

H IT

E W

A S

H C

E D

A R

VAULTED CEILING 3:12

8H" X 36W" FLAT SOFFIT ABOVE ISLAND & WALL CABINETS PAINT GRADE

8:12

VAULTED CEILING 3:12

8"H X 6"W FLAT SOFFIT 18" O/C PAINT GRADE

6"H X 8W" FLAT BEAM SOFFIT PAINT GRADE

22H" X 9W" SLOPPED DECORATIVE BEAM / SOFFIT 3:12 3" GAP, PAIRING 48" O/C STAIN GRADE

CEILING HEIGHT 151.125"

8:12

8 :1

5.5" X 11.5" GLULAM BEAM PAINT GRADE

8 :1

PANTRY

OPTIONAL DORMER OPENING

1 7

1 2 2 4 S

. R

IV E

R S

T O

N E

D R

A W

N B

Y : S

.H .

D A

T E

: _

_ _ _ _ _

_ _ _

S C

A L E

: S

E E

V IE

W S

H E

E T

N U

M B

E R

6 5 0

0 N

. M

in e ra

l D

r. C

o e

u r

d 'A

le n

e , I D

. 8 3 8 1 5

2 0

8 .2

9 2 .3

4 0 0

c h ie

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c o

m R I V E R S T O N E

R e v is

io n #

CEILING PLAN 1/8"=1'

KITCHEN CEILING FOR ILLUSTRATION ONLY NO SCALE

MASTER BEDROOM CEILING FOR ILLUSTRATION ONLY NO SCALE

C E

IL IN

G P

L A

OFFICE CEILING FOR ILLUSTRATION ONLY NO SCALE

Toilet

L a

s c o B

a th

tu b

Bidet

W a s h e

R e f.

R a n g

D ry

e r

T o ile

H o o d

W H

W a te

r H

e a te

G a s H

e a te

C e n tr

a l V

a c

Heat Pump

W a te

r S

o ft e n e

Towel Warmer

VAC

V A

VAC

G a ra

g e D

o o r

O p e n

e r

G a ra

g e D

o o r

O p e n

e r

SPSP

SP SP

GFCI GFCITW

GFCIGFCI

44 4 3

GFCI

WP WP

GFCI 3 34

4 44 4 44

3 4

GFCI

C5/TV

GFCI

GFCIGFCIGFCI

GFCI

C5/TV

4 3 3

GFCI

C5/TV

GFCI 3

GFCI

C5/TV

GFCI

RRRRR

R R

R RR R

R R R R

28"

76"

28"

CL CL

52"

4 2 1

/4 "

4 8 "

CL CL

48"

48" 15"

24 1/4"

93 3/4" 61 1/2"

CL CL

48"

48" 34 7/8"

4 8 "

3 1 1

/2 "

218 1/2"

64 1/8"

48"

6 7 5

/8 "

1 3 3

3 /4

" 6

7 1

/8 "

6 1

/2 "

60 3/4"61"

53 7/8"

2 0 1

/2 "CL

32"

28 7/8"

28 7/8"32"

CL CL

19"

15 5/8"

32 3/4" 31 3/8"

2 6 1

/4 "

5 4 "

3 2 3

/4 "

6 1 1

/2 "

4 8 "

5 4 "

MASTER BDRM

OFFICE

SHOWER

MASTER BATH

GARAGE

LIVING

POWDER

MSTR CLOSET

KITCHEN

STAIRWAY

MUD ROOM

C L

O S

E T

G a

ra g

e U

ti lit

y C

lo s e

G A

S F

IR E

P L A

C E

V E

N T

IN G

T H

R U

C R

A W

L S

P A

C E

B E

L O

W D

E C

ENTRY

DECK

NETWORK ACCESS

PANEL

WATER CLOSET

H S

USB

PORCH

ACCESS PANEL FOR

JETTED TUB

THERMO FOR HEATED

FLOOR. REQUIRES

DEDICATED CIRCUIT

A. PANEL 400

AMP SERVICE

H S

PANTRY

V A

GDDWM

R4 RR

CD RCW

GFCI

CT H

3 4

C5/TVC5

CEILING FAN WITH LIGHT

ELECTRICAL LEGEND

OTHER MEP

USB

COOK TOP / COOK HOOD / WASHER / DRYER / WALL OVEN

H S

LIGHTING

RECESSED 4" & 6" CANS / WET RATED

PENDANTS / WALL LAMP / SCONCE

UNDER CABINET / FLUORESCENT

FAN / FAN LIGHT. 200 CFM MIN.

SWITCH / 3-WAY / 4-WAY

OUTLETS - USB 5V & 120V / 120V WALL & CEILING GFCI / WATER PROOF / 220V APPLIANCE SPECIFIC: REFRIGERATOR / MICROWAVE / DISH WASTER / DISPOSAL

DIRECT WIRED / TOWEL WARMER / WHIRLPOOL

SWITCHES / OUTLETS

CAT5 / CAT5 & COAX RG6QS / CENTRAL VAC / HOME SECURITY PANEL

SMOKE DETECTOR / THERMOSTAT / GAS CONNECTION / DOOR BELL

SPEAKERS: CEILING MOUNTED. WALL CONTROLLED VOLUME

T io

le t

Tub-Shower

Tiolet

V A

V A C

C5/TV

GFCI

GFCI R C5/TVGFCI GFCI

GFCI 3

GFCI

R4R4R4

RRRR

R R R

R R

BEDROOM 2

CRAWL SPACE

J A

C K

/J IL

L B

A T

C L O

S E

T ENTERTAINMENT ROOM

WINE CELLAR

TO STAIRWAY LIGHTS

POWDER 2

WINE ROOM

THERMO FOR HEATED

FLOOR. REQUIRES

DEDICATED CIRCUIT

C L O

S E

BEDROOM 3

1 8

1 2 2 4 S

. R

IV E

R S

T O

N E

D R

A W

N B

Y : S

.H .

D A

T E

: _

_ _ _ _ _

_ _ _

S C

A L E

: S

E E

V IE

W S

H E

E T

N U

M B

E R

6 5 0

0 N

. M

in e ra

l D

r. C

o e

u r

d 'A

le n

e , I D

. 8 3 8 1 5

2 0

8 .2

9 2 .3

4 0 0

c h ie

fa rc

h it e

c t.

c o

m R I V E R S T O N E

R e v is

io n #

ELECTRICAL, DATA, & AUDIO NOTES:

HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO

VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE,

DATA, PHONE, AUDIO, VACUUM, ETC.

ELECTRICAL NOTES:

1. PROVIDE MIN. 400 AMP SERVICE TO MAIN PANEL

2. ALL APPLIANCES & UTILITIES TO HAVE DEDICATED CIRCUITS. SEE MFG'S

SPECS. FOR REQUIREMENTS

3. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES

SHALL BE G.F.C.I. PER NATIONAL ELECTRICAL CODE REQUIREMENTS.

4. PROVIDE ONE SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN

EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS.

CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT

SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT SO THAT,

WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY

BACKUP FOR ALL UNITS.

5. CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE

INSTALLATION.

6. FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH

HOME OWNER.

7. FIXTURES TO BE SELECTED BY HOME OWNER.

8. UNO - ALL SWITCHES TO BE 48" O/C ASF. OUTLETS TO BE 15" O/C ASF.

OUTLETS OVER COUNTERTOPS TO BE 3" ABOVE COUNTER FROM BOTTOM.

(ASF = ABOVE SUBFLOOR)

9. ALL LIGHTING SHALL BE DIMABLE AND USE LED BULBS, UNO.

AUDIO: 1. LOCATE SPEAKERS AND AUDIO CONTROLS AS INDICATED IN THE PLAN;

RUN CIRCUIT OF SPEAKER WIRING TO AUDIO HOME PANEL SPECIFIED BY

FLOOR;

2. AUDIO SPEAKERS TO BE APPROVED BY HOME OWNER;

3. LOCATE JACKS AS INDICATED IN THE PLAN; INSTALL DATA / CABLE PANEL

SIMILAR TO "ON Q". SYSTEM TO BE APPROVED BY HOME OWNER.

DATA / CABLE: LOCATE SECURITY PANELS AS INDICATED IN THE PLAN; SYSTEM TO BE

APPROVED BY HOME OWNER.

ELECTRICAL PLAN - BASEMENT 3/16"=1'

E L

E C

T R

IC A

L , D

A T

A ,

& A

U D

IO P

L A

ELECTRICAL PLAN - MAIN FLOOR 1/4"=1'

G G G G G G

G G

Toilet

L a

s c o B

a th

tu b

Bidet

W a s h e

R e f.

R a n g

D ry

e r

T o ile

H o o d

W H

W a te

r H

e a te

G a s H

e a te

C e n tr

a l V

a c

Heat Pump

W a te

r S

o ft e n e

Towel Warmer

H / W

H / WH / WC / W

C / W

C / W C / W C / W C / W

C / W

C / W C / W C / W C / W C / W C / W C / W

C / W

C / W C / W

C / W

C / W C / W C / W

C / W

H / W H / W H / W H / W H / W H / W H / W H / W

H / W

H / W H / W

H / W

C C

C / W

C / WC / WC / WC / WC / W

C / W

H C

w / W w / W

w / W

w / W w / W w / W

w / W

w / W w / W w / W w / W w / W w / W w / W

w / W

w / W w / W w / W w / W

w / W

w / W w / W

MASTER BDRM

OFFICE

SHOWER

MASTER BATH

GARAGE

LIVING

POWDER

MSTR CLOSET

KITCHEN

STAIRWAY

MUD ROOM

C L

O S

E T

G a

ra g

e U

ti lit

y C

lo s e

ENTRY

DECK

WATER CLOSET

MAIN FLOOR

PORCH

ALL VENTS NEAR CABINETS INSTALLED IN

TOE KICK

BASEMENT IN CEILING

HOSE BIBB

PANTRY

FRESH AIR RETURNS FOR ALL MAJOR LIVING

SPACES

WASTE WATER TO BASEMENT FLOOR

G G

G G G G G G G G G

G G

G G G G G

W W

C / W

H / W

w / W

W C

WASTE WATER

GAS LINE

COLD WATER LINE

HOT WATER LINE

WASTE WATER ACCESS

COLD WATER ACCESS

HOT WATER ACCESS

HVAC & PLUMBING LEGEND REGISTER INSTALLED FOR MAIN FLOOR

VENT FOR FRESH AIR RETURN; INSTALLED IN CEILING

T io

le t

Tub-Shower

Tiolet

w / W w / W w / W w / W

w / W

w / W w / W

H C

w / W w / W

W W

w /

w / W

BEDROOM 2

CRAWL SPACE

J A

C K

/J IL

L B

A T

C L O

S E

ENTERTAINMENT ROOM

WINE CELLAR

POWDER 2

WINE ROOM

C L O

S E

WASTER WATER CLEANOUT ACCESS

BEDROOM 3

WASTER WATER CONNECTION

ACCESS POINT

W W

1 9

1 2 2 4 S

. R

IV E

R S

T O

N E

D R

A W

N B

Y : S

.H .

D A

T E

: _

_ _ _ _ _

_ _ _

S C

A L E

: S

E E

V IE

W S

H E

E T

N U

M B

E R

6 5 0

0 N

. M

in e ra

l D

r. C

o e

u r

d 'A

le n

e , I D

. 8 3 8 1 5

2 0

8 .2

9 2 .3

4 0 0

c h ie

fa rc

h it e

c t.

c o

m R I V E R S T O N E

R e v is

io n #

GENERAL PLUMBING & HVAC NOTES:

1. HVAC SHALL HAVE TWO ZONES, ONE FOR EACH FLOOR.

2. INSULATE HEATING TRUNK AND BRANCH SUPPLY DUCTS IN

UNFINISHED AREAS, CRAWL SPACES, ATTICS GARAGES, ETC 3.

ALL DUCTING SHALL BE THRU FLOOR TRUSS WHERE POSSIBLE 4.

ENCLOSED ATTICS AND SPACES BETWEEN RAFTERS SHALL HAVE

CLEAR CROSS VENTILATION AREA TO THE OUTSIDE VENTS. 1/150 OF

SPACE VENTILATED FOR GABLE VENTS. 1/3000 OF SPACE VENTILATED

FOR BOTH GABLE AND EAVE VENTS. 5.

DRYER, WATER HEATER, KITCHEN AND BATHROOM VENTING SHALL

EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A

BACK DRAFT DAMPER.VENT DRYER VENT, MAX. LENGTH OF DUCT 14’

WITH TWO 90 DEGREE ANGLES. 6.

PROVIDE 30” CLEARANCE FROM RANGE TOP TO COMBUSTIBLE

MATERIALS. FOR EXCEPTIONS, SEE INT. MECHANICAL CODE. SIDE

CLEARANCE SHALL BE AS SPECIFIED BY PERMANENT MARKING ON THE

UNIT. – IRC M1901.1 7.

WATER CLOSETS TO HAVE A FLOW RATE OF 1.6 GALLONS OR LESS

PER FLUSH. –IRC P2903.2 8.

SHOWER HEADS TO HAVE FLOW RATE OF 2.5 GALLONS PER MINUTE

OR LESS. – IRC P2903.2 9.

TUBS/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL

VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING

TYPE. THE WATER TEMPERATURE SHALL BE AT A MAXIMUM OF 120*F. 10.

INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREAS

TO MINIMUM 84" ABOVE SHOWER DRAINS. 11.

WATER SOFTENER UNIT SHALL CONDITION WATER BEFORE ENTERING

THE WATER HEATERS AND THE COLD WATER SOURCE. WATER TO

REFRIGERATOR, KITCHEN AND BATH SINKS SHALL NOT HAVE

SOFTWATER.

12. EACH HOSE BIBB SHALL BE EQUIPPED WITH A BACK FLOW PREVENTION

DEVICE. 13.

ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD. "BLACK" PIPE

SHALL BE USED INSIDE THE BUILDING, "GREEN" PIPE WHERE

UNDERGROUND OR EXPOSED TO WEATHER. ALL JOINTS SHALL BE

TAPED WHERE BURIED OR EXPOSED TO WEATHER. 14.

INSULATE WASTE LINES FOR SOUND CONTROL. 15.

INSTALL CENTRAL VACUUM SYSTEM & PIPING; CONFIRM BRAND WITH

HOMEOWNER.

HVAC & PLUMBING PLAN - BASEMENT 3/16"=1'

P L

U M

B IN

G &

H V

A C

P L

A N

HVAC & PLUMBING PLAN - MAIN FLOOR 1/4"=1'

2 0

1 2 2 4 S

. R

IV E

R S

T O

N E

D R

A W

N B

Y : S

.H .

D A

T E

: _

_ _ _ _ _

_ _ _

S C

A L E

: S

E E

V IE

W S

H E

E T

N U

M B

E R

6 5 0

0 N

. M

in e ra

l D

r. C

o e

u r

d 'A

le n

e , I D

. 8 3 8 1 5

2 0

8 .2

9 2 .3

4 0 0

c h ie

fa rc

h it e

c t.

c o

m R I V E R S T O N E

R e v is

io n #

OVERVIEW RENDERING FOR ILLUSTRATION ONLY NO SCALE

B A

S E

M E

N T

R E

N D

E R

IN G

2 1

1 2 2 4 S

. R

IV E

R S

T O

N E

D R

A W

N B

Y : S

.H .

D A

T E

: _

_ _ _ _ _

_ _ _

S C

A L E

: S

E E

V IE

W S

H E

E T

N U

M B

E R

6 5 0

0 N

. M

in e ra

l D

r. C

o e

u r

d 'A

le n

e , I D

. 8 3 8 1 5

2 0

8 .2

9 2 .3

4 0 0

c h ie

fa rc

h it e

c t.

c o

m R I V E R S T O N E

R e v is

io n #

OVERVIEW RENDERING FOR ILLUSTRATION ONLY NO SCALE

M A

IN F

L O

O R

R E

N D

E R

IN G