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THE WOOD STONE

PLAN

CONSTRUCTION DOCUMENTATION

BUILDING INFORMATION MODELING

Sample Plan

PRESENTATION VIEWS

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DRAWN BY:A.F.

7/8/2009

SCALE: SEE VIEW

A01

SHEET NUMBER


THESE PLANS SHALL NOT BE USED FOR CONSTRUCTION UNTIL STAMPED AND SIGNED BY AN ENGINEER AND APPROVED BY THE LOCAL BUILDING DEPARTMENT. THE BUILDER IS EXPECTED TO FOLLOW THESE PLANS, APPLICABLE BUILDING CODES AND LOCAL ORDINANCES. HE SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK. WHILE THESE PLANS ARE DRAWN TO SHOW THE PROPOSED WORK AS ACCURATELY AS POSSIBLE, SCHEMATIC DETAILS MAY BE USED IN SOME CASES FOR CLARITY. 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. 125' N 90째 E

FOUNDATION AND TRUSS DESIGN SHALL BE VERIFIED BY A QUALIFIED ENGINEER FOR COMPLIANCE WITH SITE REQUIREMENTS.

ALL FRAMING LUMBER TO BE #2 OR BETTER DF OR EQUIVALENT, UNLESS NOTED OTHERWISE. EXTERIOR AND INTERIOR MATERIALS AND FINISHES TO BE DETERMINED BY OWNER.

THE ENGINEER/DESIGNER ASSUMES NO RESPONSIBILITY FOR SCHEDULING, FABRICATION, CONSTRUCTION TECHNIQUES OR MATERIALS, OR QUANTITIES USED IN THE WORK. THE ENGINEER/ DESIGNER ASSUMES NO RESPONSIBILITY FOR FIELD CHANGES, SITE VARIANCES OR DISCREPANCIES NOT BROUGHT TO HIS/HER ATTENTION FOR CLARIFICATION.

BUILDING PERFORMANCE HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF REGIONAL AND LOCAL CODES. SEE CALCULATIONS. PORCHES AND GARAGE AREAS NOT INCLUDED IN LIVING AREA.

SET BACK LINE

THE INFORMATION SHOWN ON THIS SITE PLAN WAS PROVIDED BY THE OWNER. FIELD SURVEY OR VERIFICATION WAS NOT MADE.

ALL PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK OR FOAM. ALL COMBUSTION APPLIANCES WILL BE VENTED DIRECTLY TO THE EXTERIOR. FURNACE FIREBOX SHALL HAVE OUTSIDE COMBUSTION AIR SUPPLY PURSUANT TO REGIONAL AND LOCAL CODES.

15'

BUILDING AREA:

PROJECT ADDRESS:

FIRST FLOOR: 2780 SQ. FT. SECOND FLOOR: 634 SQ. FT. GARAGE: 922 SQ. FT.

JURISDICTION: ZONING:

15'

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PERMIT #:

WATER:

IDW

SEWAGE DISPOSAL:

CITY SEWER

SOIL PARAMETERS:

BASED ON SOILS INDIGENOUS TO THE AREA: BEARING PRESSURE - 1000 PSI LATERAL ACTIVE PRESSURE 35PSF FLUID EQUIVALENT SOIL-CONCRETE COEFFICIENT 0.35 SOIL PROFILE SD

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EXTERIOR FINISH NOTES

WINDOWS SHALL BE DUAL PANE WITH WOOD FRAMES (MIN U VALUE OF 0.6). MANUFACTURER AND COLOR TO BE DETERMINED BY OWNER. EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH.

ALL EXTERIOR DOORS AND WINDOWS SHALL BE FINISHED WITH WEATHER RESISTANT COATINGS AND WEATHERSTRIPPED.

STAIRWAYS HAVING LESS THAN 2 RISERS DO NOT REQUIRE A HAND RAIL.

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34" MIN. HEIGHT GUARDRAILS SHALL BE PROVIDED FOR AT PORCHES, DECKS, BALCONIES, STAIRWAYS AND LANDINGS WHERE THE ADJACENT SURFACE IS GREATER THAN 24" BELOW. RAILING AND GUARDRAIL BALUSTER SPACING SHALL BE NO GREATER THAN 4". THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF GUARDRAIL SHALL NOT ALLOW A 6" DIAMETER SPHERE TO PASS THROUGH.

GENERAL FIRE ASSEMBLY NOTES:

WATER

METALLIC OUTLET BOXES ARE PERMITTED TO BE INSTALLED PROVIDED THE SURFACE AREA OF INDIVIDUAL BOXES DOES NOT EXCEED 100 SQ. INCHES IN ANY 100 SQ. FEET. BOXES LOCATED ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZONTAL DISTANCE OF 24". APPROVED NONMETALLIC OUTLET BOXES SHALL BE PERMITTED ONLY AS ALLOWED BY LOCAL CODE.

SEWER

WATER RESISTANT GYPSUM BACKING BOARD MAY BE INSTALLED OVER OR AS PART OF THE FIRE RESISTANCE RATED SYSTEM IN SHOWER AND TUB AREAS TO RECEIVE CERAMIC OR PLASTIC WALL TILE OR PLASTIC FINISHED WALL PANELS. THE GYPSUM BOARD RATING SHALL BE BROUGHT DOWN TO THE FLOOR BEHIND THE FIXTURES.

POWER CABLE PHONE

SAFETY GLAZING SHALL BE PROVIDED WHERE GLASS IS TO BE USED IN DOORS, WITHIN A 24" ARC OF DOORS AND WHERE THE BOTTOM EDGE IS WITHIN 18" ABOVE THE FLOOR. SAFETY GLAZING SHALL BE PROVIDED IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.

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.

MINERAL FIBER OR GLASS FIBER INSULATION OF A THICKNESS NOT EXCEEDING THAT OF THE STUD DEPTH MAY BE ADDED WITHIN THE STUD CAVITY WITHOUT DEGRADING THE FIRE RESISTANCE RATING.

30'

WINDOWS AND GLAZING

UNDER FLOOR SPACES SHALL HAVE VENTILATION EQUAL TO ONE SQ. FOOT PER 150 SQ. FEET OF FLOOR SPACE. VENTS SHALL BE CAST INTO THE CONCRETE STEM WALLS AND COVERED WITH GALVANIZED WIRE SCREEN. VENTS SHALL BE LOCATED TO PROVIDE CROSS VENTILATION.

STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL LOCATED 34" TO 38" 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.

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FINISH GRADE SHALL SLOPE AWAY FROM STRUCTURE MIN. 1/2" PER FOOT OF RUN FOR 4' MIN.

GARAGES SHALL BE VENTED WITH 60 SQUARE INCHES LOCATED 6" ABOVE THE FLOOR SURFACE.

ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS SHALL BE PROTECTED ON THE ENCLOSED FACE WITH 5/8" TYPE "X" GYPSUM WALL BOARD.

50'

DOWNSPOUTS TO BE COLLECTED AND ROOF RUN OFF TO BE DIRECTED AWAY FROM STRUCTURE.

ATTIC SHALL HAVE VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPACE. VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN AND SHALL BE COVERED WITH GALVANIZED WIRE SCREEN. OPENINGS SHALL BE LOCATED TO PROVIDE CROSS VENTILATION.

STAIRWAYS SHALL HAVE MIN. 6'-8" OF HEADROOM AT THE NOSE OF THE STAIR.

WALK WAY

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CHIMNEY HEIGHT SHALL BE DETERMINED USING A 10' RADIUS PLANE AND SHALL BE 2' HIGHER THAN ANY ROOF SURFACE 10' FROM THE CHIMNEY.

30'

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ROOFING TO BE LIGHT WEIGHT TILE OVER 30# FELT, 5/8 CDX PLYWOOD/OSB.

CONCRETE DRIVEWAY

VENTILATION:

TREADS SHALL HAVE A MIN. WIDTH OF 9". STAIR TREADS MUST BE UNIFORM AND CAN NOT VARY FROM THE LARGEST TO THE SMALLEST BY MORE THAN 3/8".

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EXTERIOR FINISH TO BE SIDING OVER 5/8 CDX PLYWOOD/OSB. MATERIAL AND COLOR BY OWNER.

LOCATED IN A CORRIDOR, HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. ATTICS WITH A MAXIMUM VERTICAL HEIGHT OF LESS THAN 30" WILL NOT REQUIRE ACCESS OPENINGS.

STAIRWAYS SHALL HAVE A MIN. WIDTH OF 34". HAND RAILS MAY ENCROACH A MAX. OF 3 1/2" INTO THE REQUIRED WIDTH.

PROPOSED STRUCTURE

80 MPH BASIC WIND SPEED ZONE 3 "B"

A MINIMUM OF 22" X 36". THERE SHALL BE 30" MIN. CLEARANCE AT OR ABOVE THE OPENING.

RAILING NOTES:

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WIND: SEISMIC: EXPOSURE:

PATIO

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LATERAL DESIGN:

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FIRE DISTRICT:

291.38 ' S 9째 42 ' 31" W

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SITE AREA:

237.72' N 7째 40' 48" E

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ATTIC ACCESS SHALL BE:

ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE OF NON-COMBUSTIBLE MATERIAL THAT EXTENDS AT LEAST 6" FROM THE FACE OF THE ASSEMBLY. THE MEMBRANES ON EACH SIDE OF THE ASSEMBLY AND THE FULL THICKNESS OF THE PENETRATION SHALL BE SEALED WITH A FIRE RESISTIVE SEALANT SO THAT HOT GASSES CANNOT PASS THROUGH. IN THE EVENT OF A CENTRAL VACUUM SYSTEM THE PIPE SHALL BE METALLIC FROM THE MACHINE THROUGH THE DRYWALL. SEAL AROUND THE PIPE PENETRATION.

119 r=9 .45' 40. 89'

WOODSTONE DRIVE

DOORS: 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.

WATER

EXTERIOR EXIT DOORS WILL 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. PERIMETER OF DOOR SHALL BE WEATHER STIRPPED. INTERIOR DOORS TO BE SOLID CORE. STYLE AND FINISH BY OWNER. GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS, MATERIALS AND FINISH TO BE DETERMINED BY OWNER.

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PLOT PLAN SCALE: 1:200

0

5m

10m

Sample Plan

OWNER:

PLOT PLAN & GENERAL NOTES

ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR.

DRAWN BY:A.F.

30'

LUMBER COMING IN CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED TO A MINIMUM OF 40.CCA. ALL LUMBER IN CONTINUOUS CONTACT WITH THE GROUND SHALL BE TREATED TO A MINIMUM OF .60 CCA.

7/8/2009

WALL DIMENSIONS ARE TO THE EXTERIOR OF FRAMING UNLESS NOTED OTHERWISE.

PROPERTY LINE

SCALE: SEE VIEW

DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER THE SCALING OF DRAWINGS.

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.

APN:

A02

GENERAL NOTES

SHEET NUMBER

OWNER & BUILDER'S NOTE


16'-6"

1'-8"

3'-8"

1'-8"

14'-6"

23'-4 1/2"

18'-7 1/2"

2. PROVIDE CONTINUOUS BLOCKING OR RIM JOIST AT PERIMETER.

3'-6"

3. ALL CANTILEVERED JOISTS ARE TO HAVE LATERAL SUPPORT BLOCKING AT BEARING LOCATIONS - SEE PLANS.

STHD

STHD

STHD

5. PROVIDE JOIST HANGERS AT ALL LOCATIONS AT WHICH JOISTS BUTT UP TO BEAMS OF OTHER BUILT-UP JOISTS - SEE PLANS.

1'-8"

1'-8"

4. PROVIDE PROPER BLOCKING IF REQUIRED AT ALL FLOOR PENETRATIONS. STHD

A03

2'-0"

1. ALL JOISTS ARE TO BE 16" O/C. I-JOIST PER PLAN.

SHEET NUMBER

FLOOR FRAMING NOTES: 85'-6"

PA135 8' O.C.

1. ALL CONCRETE IS TO BE MIXED TO A 2000 PSI RATING W/4" MAX. SLUMP.

IUT11 @ EACH

14'-0"

2. ALL BACKFILL AND SOIL BELOW SLABS AND FOOTINGS MUST BE COMPACTED TO 2000 PSF MIN. 3. FOUNDATION CONTRACTOR IS TO PROVIDE 1/2" X 10" ANCHOR BOLTS AT 72" O.C. AND 12" FROM CORNERS AT ALL PERIMETER FOUNDATION WALLS AND ALL BEARING WALLS.

AA

20'-0"

4. CONTRACTOR IS RESPONSIBLE FOR ALL REINFORCEMENT IN CONCRETE WALLS AND BELOW SLABS WHERE REQUIRED. ALL REINFORCEMENT IS TO MEET LOCAL CODES AND IS TO BE INSPECTED BY BUILDING DEPT. OFFICIALS. 5. VENTILATION 1 S.F. PER 150 S.F. OF CRAWL SPACE. 2780 S.F.= 18.54 S.F. OF CRAWL SPACE VENTILATION REQUIRED.

WALLS UNDER 4'0": #4 REBAR VERT. AT 48" O/C. #4 REBAR HORIZ. AT 24" O/C.

STHD

WALLS OVER 4'0": #4 REBAR VERT. AND HORIZ. AT 18" O/C.

BB 7'-0"

FOOTINGS: (2)#4 REBAR CONTINUOUS IN FOOTING. SHEAR WALL-A [SW-A]: 4' MIN. WIDTH BRACE PANEL PER 1997 UBC 2320.11.3 NAILING: ALL PANEL EDGES - 8d AT 6" O/C. IN FIELD 8d AT 12" O/C. SHEATHING TO COVER FULL DEPTH OF RIM JOISTS OR SOLID BLOCKED JOIST ENDS.

STHD

7'-0"

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SIMPSON IT HANGER

STHD

FINISHED GRADE

2X12 PT RIM LET INTO STEM WALL

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11'-0" 2'-0"

4'-0"

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I-JOISTS

2X4 PT. SILL PLATE

8" CONCRETE FTG. 1'-4"

14'-0"

10'-0"

8'-0"

3'-6"

BB

INT. BEARING WALL DETAIL SCALE: 3/8" =

0

1'-0"

2'

1/2" CDX PLY WALL SHEATHING

4'

6'

2X6 TREATED SILL PLATE W/SEALER TOP OF FOUNDATION

SIDING PER SPECS

GARAGE FLOOR 4" CONCRETE SLAB W/#3 REBAR 24" O.C.EACH WAY, OVER PEA GRAVEL FILL

R-19 WALL INSULATION TYVEK HOUSEWRAP

STHD

1'-10"

2X4 BEARING WALL PROVIDE MIN. 18X24 ACCESS TO AREAS

2-#4 STEEL REBAR .

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38'-0"

CC

6'

R-30 INSULATION

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906 sq.ft.

4'

3/4 T&G PLYWOOD FLOOR SHEATHING

STHD

2'-4"

6'-6"

2'

AA

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11'-6"

GARAGE

0

1'-0"

STHD

20'-0"

2'-4"

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18'-2"

9'-2"

GARAGE SLAB 1/4" PER FOOT SLOPE TO DRAIN OUT DOORS

SCALE: 3/8" =

2'-4"

22'-0"

DD

PERIM FOUNDATION DETAIL

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#3 REBAR 2' O/C EACH WAY IN SLABS

STHD

AA

8"x 16" FOOTING

BUCK OUT AND SHOVEL FOOTING WITH (2) #4 REBAR CONTINUOUS ACROSS DOORS

2'-4"

8"

#4 REBAR VERT.AT 48" O/C. . #4 REBAR HORIZ.AT 24" O/C.

9'-2"

8"

10'-0"

(2) . #4 REBAR CONT.IN FTGS.

1'-4"

STHD

0

2'

4'

6'

GARAGE FLOOR 4" CONCRETE SLAB W#3 REBAR 24" O.C. EACH WAY, OVER PEA GRAVEL FILL

STHD

10'-0"

16'-0"

2'-4"

4'-0"

1'-0"

2'-0"

#4 REBAR VERT. AT 48" O/C. . #4 REBAR HORIZ. AT 24" O/C.

8"

.(2)#4 REBAR CONT. IN FTGS.

85'-6"

8"

2'-0"

SCALE: 3/8" =

2'-0"

3'-11"

STHD

STHD

GARAGE FOUNDATION DETAIL

2'-0"

CC

1'-4"

1

FOUNDATION PLAN SCALE: 1/4" =

1'-0"

0

2'

4'

8'

DD

GARAGE FOUNDATION DETAIL SCALE: 3/8" =

1'-0"

0

2'

4'

6'

Sample Plan

STHD

.(2) #4 HORIZ.CONT.IN FTGS. 8"x 36" CONCRETE STEM WALL

1'-11 3/4" 18" MIN.

3'-0"

24" DEEP PORCH PIERS WITH SIMPSON LCB66 AT CENTER

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10"

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STHD

(2) #4 HORIZ.@24" O.C W/I 6" TOP . BOTTOM #4 VERT.@ 24" O.C.

73'-8"

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6'-0"

2'-0"

11" 3'-2"

STHD

11-7/8" TJI-PRO 150 16"O/C

1/2"X10" AB

BB

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3/4" T&G STRU DI-FLOOR SHEATHING GLUED AND NAILED/SCREWED

2X8 PT SILL

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13'-0"

2'8" MIN. WIDTH ALTERNATE BRACE PANEL PER 1997 UBC 2320.11.4 NAILING: ALL PANEL EDGES - 8d AT 6" O/C. IN FIELD 8d AT 12" O/C. PROVIDE TIE DOWNS AT ENDS OF PANEL WITH UPLIFT CAPACITY OF NOT LESS THAN 1800 LBS. SET INTO FOUNDATION. 2x6 EXTERIOR WALL

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STHD

73'-8"

SHEAR WALL-B [SW-B]:

FOUNDATION PLAN & DETAILS

FOUNDATION STEEL:

DRAWN BY:A.F.

CONCRETE NOTES:

AA

7/8/2009

7. REFER TO I-JOIST MANUFACTURERS INSTALLATION DOCUMENTS FOR MISC. FRAMING SITUATIONS.

SCALE: SEE VIEW

6. PROVIDE PRESSURE TREATED OR GALVANIZED FLASHING SEPARATION BETWEEN JOIST AND CONCRETE AT ALL LOCATIONS.


STHD

STHD

FLOOR FRAMING NOTES: 1. ALL JOISTS ARE TO BE 16" O/C. I-JOIST PER PLAN. 2. PROVIDE CONTINUOUS BLOCKING OR RIM JOIST AT PERIMETER.

A04

STHD

SHEET NUMBER

STHD

5. PROVIDE JOIST HANGERS AT ALL LOCATIONS AT WHICH JOISTS BUTT UP TO BEAMS OF OTHER BUILT-UP JOISTS - SEE PLANS. 6. PROVIDE PRESSURE TREATED OR GALVANIZED FLASHING SEPARATION BETWEEN JOIST AND CONCRETE AT ALL LOCATIONS.

AA

7. REFER TO I-JOIST MANUFACTURERS INSTALLATION DOCUMENTS FOR MISC. FRAMING SITUATIONS.

CONCRETE NOTES: 1. ALL CONCRETE IS TO BE MIXED TO A 2000 PSI RATING W/4" MAX. SLUMP. 2. ALL BACKFILL AND SOIL BELOW SLABS AND FOOTINGS MUST BE COMPACTED TO 2000 PSF MIN. 3. FOUNDATION CONTRACTOR IS TO PROVIDE 1/2" X 10" ANCHOR BOLTS AT 72" O.C. AND 12" FROM CORNERS AT ALL PERIMETER FOUNDATION WALLS AND ALL BEARING WALLS.

STHD

4. CONTRACTOR IS RESPONSIBLE FOR ALL REINFORCEMENT IN CONCRETE WALLS AND BELOW SLABS WHERE REQUIRED. ALL REINFORCEMENT IS TO MEET LOCAL CODES AND IS TO BE INSPECTED BY BUILDING DEPT. OFFICIALS.

BB

5. VENTILATION 1 S.F. PER 150 S.F. OF CRAWL SPACE. 2780 S.F.= 18.54 S.F. OF CRAWL SPACE VENTILATION REQUIRED.

STHD

2x4 FOUNDATION CRIPPLE WALLS WITH CONTINUOUS 8"x16" CONCRETE FOOTINGS

WALLS OVER 4'0": #4 REBAR VERT. AND HORIZ. AT 18" O/C.

CRAWL SPACE ACCESS

FOOTINGS: (2)#4 REBAR CONTINUOUS IN FOOTING.

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STHD

4' MIN. WIDTH BRACE PANEL PER 1997 UBC 2320.11.3 NAILING: ALL PANEL EDGES - 8d AT 6" O/C. IN FIELD 8d AT 12" O/C. SHEATHING TO COVER FULL DEPTH OF RIM JOISTS OR SOLID BLOCKED JOIST ENDS.

STHD

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STHD

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STHD CONTINUOUS 2x12 PT TRIM JOIST LET-IN TO STEM WALL

STHD

STHD

2x8 PT MUD SILL

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24" DEEP PORCH PIERS WITH SIMPSON LCB66 AT CENTER

AA

STHD 3/4" T&G PLYWOOD STURD-FLOOR SHEATHING GLUED AND SCREWED TO JOISTS

SHEAR WALL-B [SW-B]: 2'8" MIN. WIDTH ALTERNATE BRACE PANEL PER 1997 UBC 2320.11.4 NAILING: ALL PANEL EDGES - 8d AT 6" O/C. IN FIELD 8d AT 12" O/C. PROVIDE TIE DOW CRAWL NS AT ENDS OF PANEL WITH UPLIFT CAPACITY OF NOT LESS THAN 1800 LBS. SET INTO FOUNDATION.

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AA

SHEAR WALL-A [SW-A]:

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BB

WALLS UNDER 4'0": #4 REBAR VERT. AT 48" O/C. #4 REBAR HORIZ. AT 24" O/C.

FLOOR FRAMING PLAN

FOUNDATION STEEL: 11-7/8" TJI PRO 150 FLOOR JOISTS 16" O/C

STHD

AA

FOUNDATION VENTS CAST INTO STEM WALL

SIMPSON IT JOIST HANGERS #3 REBAR 2' O/C EACH WAY IN SLABS

im

TOP OF JOIST FLUSH WITH TOP OF MUD SILL

906 sq.ft.

SCALE: 1/4" =

STHD BUCK OUT AND SHOVEL FOOTING WITH (2) #4 REBAR CONTINUOUS ACROSS DOORS

STHD

STHD

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in

CC

FLOOR FRAMING PLAN 1'-0"

0

2'

4'

8'

Sample Plan

1

GARAGE

iv

GARAGE SLAB 1/4" PER FOOT SLOPE TO DRAIN OUT DOORS

as

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DD

DRAWN BY:A.F.

4. PROVIDE PROPER BLOCKING IF REQUIRED AT ALL FLOOR PENETRATIONS.

IUT11 @ EACH

7/8/2009

AA PA135 8' O.C.

SCALE: SEE VIEW

3. ALL CANTILEVERED JOISTS ARE TO HAVE LATERAL SUPPORT BLOCKING AT BEARING LOCATIONS - SEE PLANS.


1'-8"

14'-6"

2840 FIXED 90" TOP HT.

3650 DOUBLE CASEMENT

4'-8"

. SH HT 40 P 16 TO " 90

90 16 " T 40 O SH P H T.

5'-10"

23'-4 1/2"

4'-0"

5'-7"

18'-7 1/2"

5'-6"

5'-6"

6'-9 1/2"

5'-7 3/4"

3'-8"

ROOF OPENINGS 4050 FIXED

3'-8"

2050 CASEMENT

4050 FIXED

5050 FIXED

2050 CASEMENT

CANTILEVER ROOF TRUSSES OVER PATIO

WASHER

CABINETS ABOVE, SHELF, BASE CABINET

CROWN MOLDING

3'-4"

2'-0"

SHELVES

3'-4"

1660 FIXED

CROWN MOLDING

1660 FIXED 4060 SINGLE HUNG

19'-0"

iv

5'-5 1/2"

6'-6"

14'-0"

2'-6"

3'-0"

2'-2" 2'-2"

38'-0"

2'-6"

8'-0"

3'-6"

A-10 2

22'-0" 3068

The WoodStone

3'-0"

CONCRETE LANDING

"NOTICE AND DISCLAIMER

3'-0" 2050 FIXED

CHIEF ARCHITECT, INC. MAKES NO WARRANTY WHATSOEVER WITH REGARD TO THE SAMPLE DRAWINGS THAT HAVE BEEN PROVIDED TO YOU SOLELY FOR DEMONSTRATIVE AND ILLUSTRATIVE PURPOSES. CHIEF ARCHITECT, INC MAKES NO WARRANTY THAT THE DIMENSIONS IN THESE SAMPLE DRAWINGS ARE ACCURATE AND FREE OF DISCREPANCIES. CHIEF ARCHITECT, INC MAKES NO WARRANTY THAT THESE SAMPLE DRAWINGS COMPLY WITH ANY BUILDING CODES. THESE SAMPLE DRAWINGS ARE PROVIDED TO YOU "AS IS," AND CHIEF ARCHITECT, INC. AND THE LICENSORS OF THESE SAMPLE DRAWINGS DISCLAIM ANY AND ALL WARRANTIES WITH RESPECT TO THESE SAMPLE DRAWINGS, WHETHER EXPRESS OR IMPLIED OR ARISING BY CUSTOM OR TRADE USAGE, AND, SPECIFICALLY, MAKE NO WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE.

10'-0"

2050 FIXED

3'-6"

This Sample Drawing is owned and/or licensed by Chief Architect, Inc. and is distributed with Chief Architect Software solely for demonstrative and illustrative purposes as a way to help you more quickly learn and better understand the functional capabilities of the software program. You agree, under the License Agreement, that you will not reproduce, distribute or use these Sample Drawings for any other purpose without the prior written consent of Chief Architect, Inc..

UNDER NO CIRCUMSTANCES WILL CHIEF ARCHITECT, INC, ITS RESELLERS, ITS DISTRIBUTORS OR THE LICENSORS OF THE SAMPLE DRAWINGS BE LIABLE FOR ANY DAMAGES, WHETHER ARISING FROM TORT OR CONTRACT, INCLUDING LOSS OF DATA, LOST PROFITS, COST OF COVER, OR OTHER SPECIAL, INCIDENTAL, CONSEQUENTIAL OR INDIRECT DAMAGES ARISING OUT OF THE USE OF THESE SAMPLE DRAWINGS. PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE SAMPLE DRAWINGS.”

2'-0"

3'-6" 2050 FIXED

2'-0"

2050 FIXED

3'-0"

3'-6"

8'-0"

8'-0" 16'-0"

A-10 3

8'

4'-6 1/2"

10'-0"

1 A-10

5050 FIXED

BONUS FLOOR PLAN 4'

7'-0"

3'-6"

4046 GLASS BLOCK

STORAGE CABINET TO FLOOR TO CEILING

(2) LAYERS 1/2" TYPE "X" GWB ON CEILING. TRUSSES ARE 24" O.C.

28'-0"

2'

(3) 2019 FIXED

1660 FIXED

(3) 2x10 PORCH BEAM

9'-0" x 8'-0" DOOR W/OPENER

3'-6"

0

2019 FIXED

GARAGE

1 A-10

5'-0"

1'-0"

SHELF & POLE

2019 FIXED

11'-6"

10'-0"

SCALE: 1/4" =

8:12 SLOPE UP

20'-0" 5050 x O

CONCRETE PORCH

5050 x O EGRESS

2

8'-9 1/2"

CLOSET

CABINET/WORK BENCH

220 OUTLET

21'-0"

11168

3'-0" 6"

2'-10"

GAS FAU +90

18'-0" x 18'-0" DOOR W/OPENER

sr 8'-6"

8'-1" CEILING

16'-0"

4'-9 1/2"

3068

FLAT 9'-1" CEILING THROUGHOUT LOWER FLOOR U.N.O.

Sample Plan

.b

2'-0"

4060 SINGLE HUNG

6'-0"

im

3068

as

18" RAISED PLATFORM, ENCLOSED IN CLOSET

OCCUPANCY SEPARATION: BETWEEN R-3 & U-1 SHALL BE A MIN. 1 HR. CONSTRUCTION. MIN. 5/8" G.W.B. SHALL EXTEND UP TO ROOF SHEATHING. IF USING THE LID OPTION THEN 2 LAYERS REQ. WHEN TRUSSES ARE GREATER THAN 16" O.C. ALL POST & BEAMS TO BE WRAPPED. MIN. 20-MINUTE SELF-CLOSING, TIGHT-FITTING, SOLID WOOD DOOR MIN. 1 3/8" THICK.

9080

15'-8 1/2"

BONUS ROOM

8:12 SLOPE CEILING UP

8:12 SLOPE CEILING UP

15'-8 1/2"

CABINETS BUILT-IN BETWEEN TRUSSES

DRYWALL, CARPET, & PAINT ATTIC STORAGE

2846

STORAGE ACCESS

15'-6"

2868

1660 FIXED

WH

CROWN MOLDING

38'-0"

50 CFM

TEMPERED GLASS SHOWER DOOR

6'-9 1/4"

GFCI

36'-5 3/4"

3'-5"

BATH 04

8:12 SLOPE CEILING UP

5068

CLOSET

6'-11 1/2"

CLOSET

36'-5 3/4"

vi

2'-6" 11'-6"

10'-0"

2868

WH

3080 ENTRY DOOR & (2) 1080 SIDELIGHTS

CARPET

4:12 PITCH SHED DORMER

in

2868

5-1/8" x 12" G.L.B. GARAGE DOOR HEADER TYP.

2868

6'-0"

5-1/8" x 12" G.L.B. GARAGE DOOR HEADER TYP.

3'-8 1/2"

18080

3'-4"

(3) 2629 SINGLE CASEMENT EGRESS 75" TOP HEIGHT

4:12 SLOPE CEILING UP

5068

CLOSET

8'-1" CEILING

BEDROOM 04

2'-4 1/2"

CONCRETE LANDING

CABINETS ABOVE, SHELF, BASE CABINET

5/8" TYPE "X'' GWB BETWEEN 20-MINUTE MIN. GARAGE AND LIVING AREA TO SELF-CLOSING GARAGE CEILING OR TO ROOF SHEATHING

2'-0"

4'-0"

8'-1" CEILING

6'-11"

4'-0"

2868

5068

CLOSET

6'-10 3/4"

8'-1" CEILING

8:12 SLOPE CEILING UP

3668

1640 FIXED

72'-0"

73'-8"

DN.

6'-0"

LIVING

3068

OFFICE

SEE THRU GAS FP

3'-6"

ai

HARDWOOD

2668

LINEN

11'-0"

5'-0"

5'-4"

gm

NAT'L GAS OR ELECTRIC DRYER

Plant Shelf Over Linen Cabinet

GLASS DOOR

DINING

JIETTED TUB

MASTER BATH

CARPET

6'-8 3/8"

50 CFM

ABOVE COUNTER VANITY CABINET

3080

10'-7"

TILE

2'-0"x4'-0" VELUX SKYLIGHT

24x32 CRAWL SPACE ACCESS

SHELF & POLE

7'-3 7/8"

LAUNDRY

z@

6068

8'-0"

CLOSET

STORAGE UNDER STAIRS

HARDWOOD

IRONING BOARD CABINET

2868

BEDROOM 03

CARPET

9'-1" CEILING HEIGHT

7'-8 1/2"

TILE

OPEN BELOW

6'-3 5/8"

BATH

2668

2'-4"

8'-0" CEILING HEIGHT

2'-4 1/16"

21'-0" 2'-4 1/2"

CROWN MOLDING

(15) 10" TREADS (16) 7-9/16" RISERS

4050 DOUBLE CASEMENT EGRESS

13'-0"

PLANT SHELF

2668

5'-0"

CARPET

6'-0"

GABLES AT EACH END OF VAULT

70610

TILE

OPEN RAIL

20'-4 5/16"

TILE TILE

2'-0"

BUFFET

UP

2'-8 1/4"

SHELF & POLE

11'-9 1/2"

3'-5 3/4" TILE

4068

8'-0"

50 CFM

5468

7'-8 1/4" 5'-1 1/2"

4'-2"

SLOPE UP

WALK-IN SHOWER

1'-11 1/2"

3'-8"

2868

2868

HARDWOOD

SLOPE UP

8'-0" CEILING HEIGHT AT PERIMETER

4'-0"

ON FIRST FLOOR

3'-6"

FAMILY

56610

3'-0"

6'-2"

70610

CARPET

4'-8"

om

3'-1 9/16"

REFRIG.

l.c

BATH 02

CROWN MOLDING

2868

RIDGE LINE OF VAULT SCISSORS TRUSS CEILING RIDGE

2'-9"

2468

SHOWER OVER TUB

HARDWOOD

PANTRY

LINEN

4016 x O TEMP GLASS

3'-6" 3'-6"

7'-0"

1'-1 1/2"

SLOPE UP

MASTER BEDROOM

ENTERTAINMENT CABINETS

2'-6"

68 26

TILE

ENTERTAINMENT CABINETS

FIREPLACE TO CEILING D.V.THROUGH CHASE OUT ROOF SLOPE UP

CARPET

GAS FP

HARDWOOD

2'-0" 2868

4'-6 1/4"

5'-6"

4'-2 1/2"

DBL. OVEN

5'-0"

BREAKFAT BAR

3'-6"

KITCHEN

(3) 5068 SINGLE HUNG 96" TOP HEIGHT 24" HIGH TEMP LOWER VENT

5'-0"

4050 DOUBLE CASEMENT EGRESS

ISLAND

50 CFM

8:12 SLOPE UP

FLAT 9'-1" CEILING FORMED BY BOTTOM CHORD OF TRUSSES IN CENTER OF MASTER BEDROOM

BEDROOM 02

2868

TEMP GLASS EGRESS DOOR

FLAT 9'-0" CEILING

2'-5 1/4"

6068

CLOSET

9'-0" 14'-0"

2'-0"x4'-0" VELUX SKYLIGHTS

3068

TEMP GLASS DOOR

4'-6"

NOOK D/W

A05

5'-7 3/4"

2'-0"

1

MAIN FLOOR PLAN SCALE: 1/4" =

1'-0"

0

2'

4'

8'

DRAWN BY:A.F.

3'-8"

7/8/2009

1'-8"

2'-2"

1'-8"

9'-0"

3'-0"

MAIN FLOOR & BONUS FLOOR PLAN

2'-4"

SCALE: SEE VIEW

11'-2"

SHEET NUMBER

A-10 3

A-10 2

PATIO


CANTILEVER ROOF TRUSSES OVER PATIO

TR-58

TR-45

TR-17

TR-16

TR-15

TR-14

TR-13

TR-12

TR-11

TR-10

TR-09

TR-08

TR-07

TR-06

TR-05

TR-26

TR-54

TR-21

GABLES AT EACH END OF VAULT

TR -4

TR-48

TR-88

TR-41

gm

TR-38

TR-35 TR-32 TR-40

im

TR-89

TR-27

vi

TR-41

TR-89

4:12 PITCH SHED DORMER

.b

TR-89

2

SCALE: 1/4" =

1'-0"

0

2'

4'

sr

TR-88

TR-88

CHIMNEY

8'

in

TR-88

OPEN

ROOF FRAMING PLAN

iv

TR-88

8 / 12 8 / 12

as

TR-89

8 / 12

8 / 12

TRUSS NOTES:

8 / 12

8 / 12 8 / 12

1. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP.

8 / 12 8 / 12

2. ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS SPECIFICATIONS.

TR-82

3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS.

TR-83

TR-86

TR-90 TR-93

TR-91

TR-85

8 / 12

4. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION.

TR-92

TR-84

Sample Plan

TR-89

z@

TR-29 TR-28

TR-79

4

TR-30

TR-44

TR-25 -3

TR-31

TR-47

TR-24

TR

ai

3

TR-49

TR-23

l.c

TR-50

TR-22

TR-36

TR-52

TR-33

om

TR-53

GABLES AT EACH END OF VAULT

TR-37

TR-04

TR-02

TR-03

TR-01

TR-00

TR-42

TR-81

TR-26 TR-42

TR-94

TR-26

SCISSORS TRUSS CEILING RIDGE

TR-42

TR-64

ROOF PLAN & FRAMING PLAN

TR-20 TR-57

TR-65

TR-55

5. NON BEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS BOTTOM CHORD W/ SIMPSON STC TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL.

8 / 12

8 / 12

8 / 12

6. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURE. 7. ALL ROOF FRAMING 24" O.C.

8 / 12

4 / 12

8 / 12

8. ALL ROOF PITCH 8:12 UNLESS NOTED OTHERWISE (SHED DORMER 4:12)

TR-87

9. TRUSSES MANUFACTURED BY ________________________________ 10. ALL OVERHANGS 16".

TR-62

11. ATTIC VENTILATION: 2780 S.F. / 300 = 9.3 S.F. REQUIRED ABOVE HOUSE.

8 / 12

12. PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYP. AT ALL TRUSS BAYS.

TR-61

13. PROVIDE GABLE VENTS AS SHOWN ON ELEVATIONS. 14. PROVIDE GALV. ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AREA. 8 / 12

8 / 12

8 / 12

8 / 12

1

ROOF PLAN SCALE: 1:100

0

2m

5m

DRAWN BY:A.F.

3

TR-66

TR-56

-6

TR-45

7/8/2009

SCALE: SEE VIEW

8 -1 TR

TR-19

TR-51

TR

TR-70 TR-69

TR-** TR-67

TR-46

TR-19

TR-46 TR-71

TR-27

TR-74

TR-72

TR-73

TR-68

TR-60

A06

SHEET NUMBER

TR-59


SCALE: 1/4" =

1'-0"

0

2'

4'

8'

gm z@ 1'-0"

0

4'

as

SCALE: 1/8" =

3

8'

16'

SCALE: 1/8" =

1'-0"

0

4'

8'

16'

in sr REAR PORCH LEFT ELEVATION

5

REAR PORCH RIGHT ELEVATION

REAR ELEVATION SCALE: 1/4" =

1'-0"

0

2'

4'

8'

DRAWN BY:A.F.

A07 7/8/2009

RIGHT QUARTER FRONT ELEVATION

Sample Plan

LEFT QUARTER FRONT ELEVATION

iv

2

.b

im

vi

EXETERIOR ELEVATIONS

SHEET NUMBER SCALE: SEE VIEW

om

FRONT ELEVATION

ai

l.c

1


SCALE: 1/4" =

1'-0"

0

2'

4'

8'

gm z@ SCALE: 1/8" =

1'-0"

0

4'

8'

16'

3

SCALE: 1/8" =

1'-0"

0

4'

8'

16'

0

2'

4'

8'

in sr

4

RIGHT ELEVATION SCALE: 1/4" =

1'-0"

DRAWN BY:A.F.

A08 7/8/2009

RIGHT QUARTER REAR ELEVATION

Sample Plan

as

LEFT QUARTER REAR ELEVATION

iv

2

.b

im

vi

EXETERIOR ELEVATIONS

SHEET NUMBER SCALE: SEE VIEW

om l.c

LEFT ELEVATION

ai

1


8'-1"

6'-1 5/8"

BONUS (FAMILY ROOM)

ATTIC 3'-6 3/16"

SCALE: SEE VIEW

BEDROOM DORMER

ENGINEERING ATTIC ROOF TRUSSES

ATTIC

5'-0"

16'-0"

(2) LAYERS 1/2" TYPE "X" DRYWALL GARAGE CEILING

5'-0"

R-38 INSULATION

SIMPSON H-1 TRUSS TO TOP PLATE CONNECTORS

WALK-IN-SHOWER

GARAGE

2X6 STUD WALL

OFFICE

CLOSET

om

MASTER BEDROOM

BUILDING SECTIONS

10'-3 1/4"

(2) 2X10 HEADERS TYPICAL UNLESS NOTED OTHERWISE

1/2" CDX PLY WALL SHEATHING

5/8" TYPE "X" DRYWALL GARAGE WALLS

SIDING PER SPECS

2X6 STUDS 16" O/C

2X6 STUDS 16" O/C 1/2" GWB FLOOR SHEATHING GLUED & SCREWED I-JOISTS

I-JOISTS R-30 INSUL.

2X6 PLATE

I-JOISTS FLOOR SHEATHING GLUED & SCREWED

R-30 INSUL.

I-JOISTS

FLOOR SHEATHING GLUED & SCREWED

R-30 INSUL.

TYVEK HOUSEWRAP

TYVEK HOUSEWRAP 7/16" OSB EXTERIOR WALL SHEATING 2X6 PLATE

R-30 INSUL.

RIM JOIST

8"

1'-4"

1'-2"

6" KEYWAY

REBAR PER STRUCTURAL ENGINEER

1'-4"

BUILDING SECTION 02 SCALE: 3/8" =

1'-0"

0

#4 REBAR VERT.AT 48" O/C. #4 REBAR HORIZ.AT 24" O/C.

2'

4'

6'

(2)#4 REBAR CONT.IN FTGS.

1'-4"

1

BUILDING SECTION 01 SCALE: 3/8" =

1'-0"

0

2'

4'

6'

as

.b

im

vi

2

1'-2"

GARAGE FLOOR 4" CONCRETE SLAB W/#3 REBAR 24" O.C. EACH WAY, OVER PEA GRAVEL FILL

8"

8"

REBAR PER FND NOTE

8"

8"

iv in SKYLIGHT SHAFT

KITCHEN

STAIR WELL

BED ROOM

BONUS ROOM

BATH

sr

REBAR PER STRUCTURAL ENGINEER

6 MIL VAPOR BARRIER EXTEND MIN.1' UP WALL

gm

REBAR PER FND NOTE

KEYWAY

DBL 2X4 TOP PLATE

2X4 P.T.SILL PLATE

6 MIL VAPOR BARRIER EXTEND MIN.1' UP WALL

2'-4"

1/2"X10"AB'S FINISHED GRADE

z@

DBL 2X4 TOP PLATE

2X4 P.T.SILL PLATE

8"

6"

1/2"X10" AB'S PER PLAN

2'-0"

2'-0"

1/2"X10" AB'S PER PLAN

8"

8"

FINISHED GRADE

ai

RIM JOIST 1/2"X10"AB'S

2X6 TREATED SILL PLATE W/SEALER TOP OF FOUNDATION

8"

2X6 P.T.SILL

2X6 P.T.SILL

1/2"X10" AB's @ 6' O.C WITHIN 12" BREAKS AND CORNERS

Sample Plan

7/16" OSB EXTERIOR WALL SHEATING

SIDING PER PLAN

1/2" GWB FLOOR SHEATHING GLUED & SCREWED

BLOCKING ABOVE CRIPPLE WALL

BLOCKING ABOVE CRIPPLE WALL

l.c

SIDING PER PLAN TYVEK HOUSEWRAP

R-19 WALL INSULATION

R-21 INSUL.

R-21 INSUL.

HALL

STORAGE

GARAGE

3

BUILDING SECTION 03 SCALE: 3/8" =

1'-0"

0

2'

4'

6'

DRAWN BY:A.F.

9'-4 3/4"

A09

ATTIC

7/8/2009

SHEET NUMBER

ROOFING PER SPECS


2'-6"

7'-6"

2'-3"

2'-6"

KITCHEN - C

1'-6"

1'-0"

2'-0"

2'-0"

5'-7"

2'-0"

KITCHEN - B

INTERIOR ELEVATION & PERSPECTIVE

3'-8"

2'-0"

KITCHEN - A

im

vi

z@

gm

ai

l.c

om

DINING ROOM VIEWS CEILING, INTERIOR TRIM

.b

MASTER BEDROOM VIEWS CEILING, INTERIOR TRIM

sr

in

iv

Sample Plan

as

KITCHEN VIEW

2'-6"

2'-0"

2'-6"

3'-6"

MASTER BATH VANITY

2'-3"

BATH - 4 VANITY

1'-5 1/2"

BATH - 2 VANITY

FAMILY ROOM VIEWS CEILING, INTERIOR TRIM

APPLIANCE SCHEDULE QTY

NO.

A01

NO.

QTY. FLOOR DIMENSIONS 1

1

26 3/4X22X60 1/2"

WIDTH 26 3/4"

DEPTH 22"

HEIGHT DESCRIPTION 60 1/2 " STACKED 27"

CODE

MANUFACTURER COMMENTS

1

A01

A02

1

1

36X30 3/4X66"

36"

30 3/4"

66"

SIDE-BY-SIDE

1

A02

A03

1

1

28X27X42"

28"

27"

42"

DRYER (ELECTRIC)

1

A03

A04

1

1

24X40X45"

24"

40"

45"

DOUBLE SIDED

1

A04

A05

1

1

18 1/2X28 5/8X60"

18 1/2"

28 5/8"

60"

18" W/ GAS@UPFLOW

1

A05

A06

2

1

12X108X8"

12"

108"

8"

GARAGE@DOOR OPENER

2

A06

A07

1

1

30X20X1 7/8"

30"

20"

1 7/8"

GAS 30"

1

A07

3'-7"

3'-5"

2'-3"

3'-7"

OFFICE CABINETRY STAIRCASE VIEW

DRAWN BY:A.F.

2'-6"

10"

A10

2'-6 7/16"

1'-2"

7/8/2009

2'-6"

SHEET NUMBER

2'-6"

SCALE: SEE VIEW

2'-7"


ALL WATER SUPPLY PIPING TO BE COPPER, SIZED APPROPRIATELY FOR LOAD. SOLDER TO BE LEAD FREE. C

C

CLOSET

CLOSE DRYER, KITCHEN AND BATHROOM VENTING SHALL EXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH A BACK DRAFT DAMPER.

C

FURNACE, WATER HEATER, AND FIREPLACE FLUES SHALL EXAHUST TO THE OUTSIDE OF THE BUILDING. 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.

C

BEDROOM 02

MASTER BEDROOM

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.

C

KITCHEN

WATER HEATER SHALL BE PROVIDED WITH SEISMIC RESTRAINTS AS SHOWN. HOSE BIBBS ARE REQUIRED IN FRONT AND REAR OF BUILDING OR AS NOTED ON PLAN. EACH HOSE BIBB SHALL BE EQUIPPED WITH A BACK FLOW PREVENTION DEVICE. C

FUEL BURNING WATER HEATERS SHALL BE INSTALLED PER 2002 UPC SECTION 501.0 AND TABLE 5-1 FOR COMBUSTION AIR. C/O G

PANTRY

H

HEAT DUCTING SHALL BE SECURED, SEALED AND INSULATED. ANY APPLIANCE GENERATING A GLOW, SPARK, OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED 18" ABOVE THE FLOOR.

BATH 02

C

C

FAMILY

C

WALK-IN SHOWER

C

C

C

H H C H

H

C

C C

UP

om

H

H C

BATH BEDROOM 03

MASTER BATH C

H

DN.

C

ai

C

LIVING CLOSET

C

H

C

H C G

vi

CLOSET

C/O 2-WAY

im

BEDROOM 04

OFFICE

H

z@

C/O H

G

gm

CLOSET

LAUNDRY

G

BATH 04 C

GARAGE

C

MAIN FLOOR HVAC PLAN SCALE: 1/4" =

1'-0"

0

2'

sr

H

1

DRYWALL, CARPET, & PAINT ATTIC STORAGE

The WoodStone "NOTICE AND DISCLAIMER This Sample Drawing is owned and/or licensed by Chief Architect, Inc. and is distributed with Chief Architect Software solely for demonstrative and illustrative purposes as a way to help you more quickly learn and better understand the functional capabilities of the software program. You agree, under the License Agreement, that you will not reproduce, distribute or use these Sample Drawings for any other purpose without the prior written consent of Chief Architect, Inc..

BONUS ROOM

CHIEF ARCHITECT, INC. MAKES NO WARRANTY WHATSOEVER WITH REGARD TO THE SAMPLE DRAWINGS THAT HAVE BEEN PROVIDED TO YOU SOLELY FOR DEMONSTRATIVE AND ILLUSTRATIVE PURPOSES. CHIEF ARCHITECT, INC MAKES NO WARRANTY THAT THE DIMENSIONS IN THESE SAMPLE DRAWINGS ARE ACCURATE AND FREE OF DISCREPANCIES. CHIEF ARCHITECT, INC MAKES NO WARRANTY THAT THESE SAMPLE DRAWINGS COMPLY WITH ANY BUILDING CODES. THESE SAMPLE DRAWINGS ARE PROVIDED TO YOU "AS IS," AND CHIEF ARCHITECT, INC. AND THE LICENSORS OF THESE SAMPLE DRAWINGS DISCLAIM ANY AND ALL WARRANTIES WITH RESPECT TO THESE SAMPLE DRAWINGS, WHETHER EXPRESS OR IMPLIED OR ARISING BY CUSTOM OR TRADE USAGE, AND, SPECIFICALLY, MAKE NO WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE.

C

BONUS FLOOR HVAC PLAN SCALE: 1/4" =

1'-0"

0

2'

4'

8'

UNDER NO CIRCUMSTANCES WILL CHIEF ARCHITECT, INC, ITS RESELLERS, ITS DISTRIBUTORS OR THE LICENSORS OF THE SAMPLE DRAWINGS BE LIABLE FOR ANY DAMAGES, WHETHER ARISING FROM TORT OR CONTRACT, INCLUDING LOSS OF DATA, LOST PROFITS, COST OF COVER, OR OTHER SPECIAL, INCIDENTAL, CONSEQUENTIAL OR INDIRECT DAMAGES ARISING OUT OF THE USE OF THESE SAMPLE DRAWINGS. PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE SAMPLE DRAWINGS.”

4'

8'

Sample Plan

.b C

as

TEMPERED GLASS SHOWER DOOR

iv

H

in

CLOSET

CLOSET

C

2

C H

DINING

OPEN BELOW

CLOSET

C

l.c

C

C/O

PLUMBING / HVAC PLAN

A HEATING SYSTEM SHALL BE PROVIDED CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70* F AT A POINT 3' ABOVE THE FLOOR IN ALL HABITABLE ROOMS.

DRAWN BY:A.F.

H

7/8/2009

METALLIC GAS PIPE, WATER PIPE, AND FOUNDATION REINFORCING BARS SHALL BE BONDED TO THE ELECTRICAL SERVICE GROUND.

SCALE: SEE VIEW

ALL WASTE LINE TO BE CAST IRON, SIZED FOR APPLICATION. PROVIDE CLEANOUTS PER UPC 2002 OR AS SHOWN ON PLAN.

A11

SHEET NUMBER

GENERAL MECHANICAL PLUMBING NOTES


GENERAL ELECTRICAL: PER CURRENT ELECTRICAL CODES AND AS NOTED IN PLAN. ELECTRICAL BOXES TO SUPPORT FANS AND LARGE FIXTURES SHALL BE APPROVED FOR SUPPORTING SUCH LOADS. COVERED JUNCTION BOXES SHALL BE PROVIDED UNDER KITCHEN SINKS TO PROVIDE POWER FOR DISHWASHERS, GARBAGE DISPOSERS AND OTHER APPLIANCES AS REQUIRED. WP

WP

SMOKE DETECTORS:

R

SMOKE DETECTORS SHALL BE POWERED FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP.

4 4 3

R

LIGHTING:

R

R

R

R

3 3 3

3 3 3

WP

WP

MASTER BEDROOM

4 4

THE PRIMARY LIGHTING FOR KITCHENS AND BATHROOMS SHALL HAVE A MIN EFFICIENCY OF 40 LUMENS PER WATT. AN EXTERIOR LIGHT SHALL BE PROVIDED FOR EACH EXIT.

KITCHEN

R

A SWITCH FOR AN INTERIOR LIGHT SHALL BE PROVIDED AT EVERY ENTRANCE.

R

INCANDESCENT LIGHTS SHALL NOT BE PLACED CLOSER THAN 12" FROM THE NEAREST POINT OF A STORAGE AREA ON A SHELF.

R R

R

R

INCANDESCENT LIGHT FIXTURES LOCATED IN CLOSETS SHALL BE SHIELDED. LIGHTING WILL BE PROVIDED FOR MECHANICAL EQUIPMENT LOCATED IN AN ATTIC OR UNDER FLOOR SPACE. A LIGHT SWITCH SHALL BE PROVIDED AT THE ACCESS OPENING.

R

SD

FIXTURES TO BE CHOSEN BY OWNER.

R

R

R

R

SD

R

PANTRY

4

R

3

3

3 GFI

4

3

BATH 02

R

R

4

SD

R

GFI

CLOSET

SD

R

SD

R

R FLOURESCENT

3 3

PHOTO CELL

4

LIVING R

OFFICE

CLOSET

R

FLOURESCENT

WP

R

im

R

3

iv

SD

R

GARAGE

1

WP

in

DRYWALL, CARPET, & PAINT ATTIC STORAGE

MAIN FLOOR ELECTRICAL PLAN SCALE: 1/4" =

1'-0"

2'

4'

The WoodStone R

110V DUPLEX OUTLET

This Sample Drawing is owned and/or licensed by Chief Architect, Inc. and is distributed with Chief Architect Software solely for demonstrative and illustrative purposes as a way to help you more quickly learn and better understand the functional capabilities of the software program. You agree, under the License Agreement, that you will not reproduce, distribute or use these Sample Drawings for any other purpose without the prior written consent of Chief Architect, Inc..

110V DUPLEX OUTLET WITH GROUND FAULT INTERRUPTER

GFI

WATER PROOF 110V OUTLET

WP

R

1'-0"

2'

4'

R

8' 4 4

UNDER NO CIRCUMSTANCES WILL CHIEF ARCHITECT, INC, ITS RESELLERS, ITS DISTRIBUTORS OR THE LICENSORS OF THE SAMPLE DRAWINGS BE LIABLE FOR ANY DAMAGES, WHETHER ARISING FROM TORT OR CONTRACT, INCLUDING LOSS OF DATA, LOST PROFITS, COST OF COVER, OR OTHER SPECIAL, INCIDENTAL, CONSEQUENTIAL OR INDIRECT DAMAGES ARISING OUT OF THE USE OF THESE SAMPLE DRAWINGS. PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE SAMPLE DRAWINGS.”

FLOOR MOUNTED OUTLET 220V OUTLET SINGLE POLE SWITCH 3 WAY SWITCH

3

CEILING FAN

HEAT LIGHT FAN

TELEPHONE

TV

BONUS FLOOR ELECTRICAL PLAN 0

8'

ELECTRICAL SCHEDULE

"NOTICE AND DISCLAIMER

CHIEF ARCHITECT, INC. MAKES NO WARRANTY WHATSOEVER WITH REGARD TO THE SAMPLE DRAWINGS THAT HAVE BEEN PROVIDED TO YOU SOLELY FOR DEMONSTRATIVE AND ILLUSTRATIVE PURPOSES. CHIEF ARCHITECT, INC MAKES NO WARRANTY THAT THE DIMENSIONS IN THESE SAMPLE DRAWINGS ARE ACCURATE AND FREE OF DISCREPANCIES. CHIEF ARCHITECT, INC MAKES NO WARRANTY THAT THESE SAMPLE DRAWINGS COMPLY WITH ANY BUILDING CODES. THESE SAMPLE DRAWINGS ARE PROVIDED TO YOU "AS IS," AND CHIEF ARCHITECT, INC. AND THE LICENSORS OF THESE SAMPLE DRAWINGS DISCLAIM ANY AND ALL WARRANTIES WITH RESPECT TO THESE SAMPLE DRAWINGS, WHETHER EXPRESS OR IMPLIED OR ARISING BY CUSTOM OR TRADE USAGE, AND, SPECIFICALLY, MAKE NO WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE.

SCALE: 1/4" =

0

4

BONUS ROOM R

R

OUTLETS, RECESSED LIGHTING IN EVES

sr

R

R

as

GFI

T

ELECTRICAL OUTLETS:

TELEVISION THERMOSTAT INTERCOM

WP

ELECTRIC OUTLETS IN BATHROOMS WITHIN SIX FEET OF SINKS, IN GARAGES, BASEMENTS AND OUTDOORS SHALL BE GFI PROTECTED.

DATA TERMINAL /TV C5/TV

EXTERIOR OUTLETS SHALL HAVE WEATHER PROOF COVERS.

R

R

CEILING PENDANT LIGHT

EXTERIOR ELECTRICAL OUTLETS SHALL BE PROVIDED AT THE FRONT AND BACK OF THE BUILDING. WALL MOUNTED LIGHT FIXTURE

ELECTRICAL OUTLETS SHALL BE PLACED NOT FURTHER THAT 12' O.C. ON EVERY WALL AND SHALL BE PLACED ON WALLS GREATER THAN 2' IN LENGTH. R

RECESSED CEILING LIGHT FIXTURE

SD

SMOKE DETECTOR

COUNTERTOPS 12" AND WIDER SHALL HAVE ELECTRICAL OUTLETS SPACED NOT GREATER THAN 48" O.C. HALLWAYS 10' OR GREATER IN LENGTH SHALL HAVE AT LEAST ONE ELECTRICAL OUTLET. MECHANICAL EQUIPMENT SHALL HAVE AN ELECTRICAL OUTLET LOCATED WITHIN 25'. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH ISLAND COUNTER SPACES WITH A LONG DIMENSION OF 24" OR GREATER AND A SHORT DIMENSION OF 12" OR GREATER. PROVIDE TWO OR MORE DEDICATED 20-AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH PENINSULA COUNTER WITH A LONG DIMENSION OF 24" OR GREATER AND A SHORT DIMENSION OF 12" OR GREATER.

CEILING FAN

FLUORESCENT CEILING FIXTURE UNDER CABINET FLUORESCENT FIXTURE

THE ELECTRICAL PLAN HAD BEEN PROVIDED AS A SCHEMATIC ONLY. THE CONTRACTOR SHALL VERIFY THAT ALL ELECTRICAL IS CONSISTENT WITH ALL APPLICABLE CODES AND LOCAL ORDINANCES.

Sample Plan

.b

TEMPERED GLASS SHOWER DOOR

BATH 04

2

R

vi

R

CLOSET CLOSET

gm

4

R

R 3

LAUNDRY 4 4

4

MASTER BATH GFI

z@

CLOSET CLOSET

R

3

WP

4 4

ai

ROPE LIGHT AT STRINGER CONTINUOUS TOP TO BOTTOM

BEDROOM 04

R GFI

l.c

R

SD

R

DINING

BATH

R

R

3 3 DIMMER SWITCHES

BEDROOM 03

3

DM

3

R R

3

GFI

4 4

3 3

R

ELECTRICAL PLAN

R

UP

SD

WALK-IN SHOWER WP FIXTURE

R 3

DN.

R

om

R

R

SD

3

R

VAC SWITCH

FAMILY

3

SD

3

R

3

DRAWN BY:A.F.

BEDROOM 02

R

R

7/8/2009

CLOSET

SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM WHEN THE CEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING THE BEDROOM EXCEEDS THAT OF THE HALLWAY BY 24" OR MORE.

R

R

R

SCALE: SEE VIEW

R

SMOKE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING AREA, AT POINTS CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA.

SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING IN WHICH THEY ARE LOCATED.

A12

SHEET NUMBER

ELECTRICAL NOTES:


Construction Document Set