bid and engineering set not for construction

(1)

1'-6" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-0" 1'-6"

1'-6" 4'-10 1/4" 6'-0" 6'-0" 6'-0" 6'-0" 2'-1 3/4"

10'-0"10'-1 3/4"3'-10 1/4"

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

9'-0" 9'-0"

22'-6"

49'-6"

18'-1"

3'-3"

1'-2"

1'-10 1/2"

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

18'-6"21'-6"6'-0" 6'-0"

10'-0"

1'-0" 5'-0" 6'-0" 5'-0" 1'-0"

32'-0"

1'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 1'-0"

15'-0"

5'-9 1/4"7'-10 3/4"

30'-0"

24'-0"

4'-8"1'-4"

12'-4"

40'-0"

72'-0"

GARAGE

CRAWL SPACE

18" X 18" X 12" FTG 6 X 6 P.T. POST ABU66 POST BASE BC46 POST CAP OR EQUIV. TYPICAL UNLESS NOTED 18"x24" MINIMUM CRAWL ACCESS.

LOCATE WITHIN 20 FEET OF WASTE PLUMBING CLEAN-OUT. INSULATE AND WEATHER STRIP WHEN IN HOUSE. WSEC 502.4.3

NOTE:

LOCATE WATER & SEWER PENETRATION POINTS PRIOR TO POURING CONCRETE NOTE:

LOCATE ELECTRICAL PANEL FOR #4 UFER GROUND ROD LOCATION IN STEM WALL STEPPED FOUNDATION

WALLS WITH PONY WALLS

CRAWL VENTILATION 1,543 SQ. FT / 150 = 10.29 SQ. FT. VENT AREA

4" REINF. CONC. SLAB SLOPED TO DOOR 6 MIL. VAPOR BARRIER ON UNDISTURBED OR COMPACTED SOIL 6" WIDE STEM WALL

12" WIDE X 6" DEEP FOOTING

DECK ABOVE

BLOCK OUT FOR CAR DOOR

BLOCK OUT FOR MAN DOOR

BLOCK OUT FOR CAR DOOR

FOUNDATION VENT

18" X 18" X 8" FTG 4 X 4 POST

ABU44 POST BASE BC4 POST CAP

6 MIL. BLACK VAPOR BARRIER

DECK ABOVE

4 A-6

5 A-6

5 A-6 1

A-6 1 A-6

3 A-6

11 A-6 11 A-6

6 A-6

9 A-6

F1 F1 All work must comply with currently adopted versions of

applicable codes, including, but not necessarily limited to, the International Residential Code, Uniform Mechanical Code, National Electrical Code, and Washington State Energy Code.

Should conflicts arise between any code requirements and information shown on these drawings, the applicable code shall govern.

1 .

3 . 4 . 5 . 6 . 7 .

8 . 9 .10.

11.

12.

13.

14.

15.

16.

17.

2 .

19.

20.

21.

18.

Assumed design loads per structural engineering.

All footings shall rest on firm, undisturbed soil. Soil bearing is assumed to be 2000 psf minimum, unless shown otherwise on drawings.

Structural concrete shall attain a 28 day strength of f'c = 2500 psi.

Reinforcing steel shall conform to ASTM A615-76A, Grade 40, fy = 40,000 psi.

Minimum concrete coverage of steel to be 3" clear at bottom of footings; 1 1/2" clear at outside of walls, 3/4" clear at inside of walls.

Provide 1/2" x 10" anchor bolts w/ 3x3x1/4" sq. washers at 72"

o.c. or 48" o.c. for two story. Hold bolts 12" from ends and splices. Each plate to have minimum of 2 bolts. Superseded by structural engineering.

Footings located inside of crawl space will be 8" below grade.

Bottom of exterior footing to be 18" minimum below grade.

Install floor diaphragm and remove forms prior back filling.

Provide solid blocking over supports.

All shearwall framing anchors and holdowns to be inspected prior to covering.

Provide under floor ventilation in all crawl spaces. Vent area to be 1/150 net of area of vented space. See Foundation Plan for calculations.

Provide 18"x24" minimum access opening to each under floor area (crawl space) of the structure. Access from heated space to be insulated and weather stripped per WSEC 502.4.3. Access for exterior to be screened or covered. Locate within 20 feet of clean-out.

All lumber and structural timbers shall meet the minimum grading standards defined by applicable codes and as shown on the drawings. Beams and structural timbers shall be D.F. #2 or better, except where otherwise specified; joists and rafters shall be hem/fir #2 or better, except where otherwise specified.

Provide 4x10 headers at all openings in exterior walls and interior bearing partitions except where shown otherwise on the drawings. Refer to structural engineering.

Provide minimum 1" air space at beam ends next to concrete walls. All lumber in contact with concrete or in contact with earth to be pressure treated.

Prefabricated roof trusses shall be designed by the

manufacturer in accordance with the Design Specification for Metal Plate Connected Wood Trusses, TP1-78, by the Truss Plate Institute, for the span and conditions specified. Shop drawings and specifications, bearing the Seal of a professional engineer registered in the State of Washington, shall be submitted for review and transmittal to the Building Department for approval. For Basic Plans provide Truss Engineering attached to Plan.

Sheathing per structural engineering.

Nailing shall be in accordance with I.R.C. Table R602.3, unless otherwise specified on the drawings.

All glazing materials installed within 24" of any door opening and less than 60" above floor level, or within 18" of any floor and over 9 sq. ft. in area shall be tempered safety glazing. Glazing in walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface must be tempered safety glazing. Glazing materials in hazardous locations, including walls surrounding bathtubs and showers, shall be of approved tempered safety glazing.

All appliances shown on the plans shall be installed in compliance with applicable codes. All fresh air, exhaust, and relief valve vents shall exit outside of the structure in an approved manner. Exhaust vents shall exit structure no closer than 3'-0" from any opening into structure, relief valves to be no more than 6" above grade and directed downward. Water heaters shall meet the current requirements of the NAECA, and shall be so labeled; and shall be installed with approved seismic restraints and thermal expansion tank.

34.

22.

24.

25.

26.

27.

28.

29.

30.

31.

32.

33.

23.

Provide fresh air ventilation in compliance with W.S.E.C. This shall consist of an approved energy recovery ventilation (E.R.V.) system with exit vents in each wet room; or a properly sized exhaust fan in each wet room, one of which shall be designated a Whole House Fan, and provision for ingress of makeup air, either in conjunction with a furnace cold air return system or by means of approved inlet vents in habitable rooms. Doors shall be undercut 3/4" where required to permit free flow of makeup air between rooms.

Walls in areas subject to moisture, including tub-shower and stall showers shall be protected by moisture resistant coverings or constructed of moisture resistant materials to a minimum height of 70" above finished floors (70" above drain opening at showers or tubs with showers).

Provide adequate ventilation in all attic spaces. When 50% of the vent area is provided at upper roof levels that is more than 3'-0" above the lower vents (e.g. ridge vents), vent area must be at least 1/300 net of the area of the vented space; where high-level venting is not provided, total vent area must be at least 1/150 net of the area of the vented space. See Roof Plan for calculations.

Provide 22"x30" minimum access to each attic space with 30"

of headroom. Access closure shall be weather stripped and insulated to the "R" value of the surrounding ceiling area.

Access to be located to provide 30" minimum head space above opening.

Provide smoke detectors at locations shown on drawings.

Installations to be hard-wired to 110V electrical service and interconnected, with battery backup. Provide carbon monoxide detectors shown in drawings.

All insulation shown on drawings shall be installed with clearances for venting, lights, and other devices in accordance with manufacturers' recommendations.

All exterior joints shall be sealed, caulked, gasketed, or weather stripped in accordance with W.S.E.C., 402.4.3.

Provide appropriate treatment at the following locations:

a. Windows and door frames.

b. Openings between walls and foundation.

c. Openings between walls and roof.

d. Openings at penetrations for utility services.

e. All other openings in the building envelope.

Showers shall be equipped with flow control devices to limit total water flow to 1.75 gpm per device. Faucets - 1 gpm, kitchen faucet 1.75 gpm.

Garage/residence common wall to be 1 hr fire-resistive construction by the use of 5/8" type "X" G.W.B. to run from foundation to roof sheathing. 5/8" type "X" is to be applied to the garage side of construction. A self-closing, tight fitting solid-core wood door 1-3/8" thick, or a self closing, tight fitting door with a 20 minute rating shall be used between garage and habitable spaces.

Appliances installed in garages shall be suitably guarded against damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles.

Heating and cooling equipment covered by this code, located in a garage and which generates a glow, spark or flame capable of igniting flammable vapors shall be installed with sources of ignition at least 18 inches above the floor level.

Structures located in Noise Zone are required to adhere to Island County "Noise Level Reduction Ordinance" Chapter 14.01B.

Walls to have at least STC-30 rating, windows to have STC-28 rating, exterior doors to have STC-26 rating and ceiling to have STC-39 rating. Skylights to have STC-33 rating. Perimeter of door and window frames shall be sealed airtight to the exterior wall construction with a sealant conforming to tone of the following Federal Specifications: TT-S-00227, TT-S-0230 or TT- S-00153

The inlet and discharge openings in the fresh air ventilation shall be fitted with sheet metal transfer ducts of at least 26 gauge steel, which shall be lined with 1 inch thick coated glass fiber, and shall be at least five feet long with one 90 degree bend.

Gravity vent openings in attics shall be as close to code minimum in number and size, as practical.

Bathroom, laundry and similar exhaust ducts shall contain at least a five foot length of internal sound-absorbing duct lining.

Exhaust ducts less than five feet in length shall be fully lined.

Each duct shall be provided with a bend in the duct such that there is no direct line-of-sight through the duct from the venting cross-section. Dryer and kitchen range vents are exempt.

Any deviations from these General Notes, or from the materials, specifications, and techniques indicated on the plans, shall be the responsibility of the Contractor and or Owner, and shall be verified as acceptable to the Building Official having jurisdiction before execution.

GENERAL NOTES

NOTE:

ENGINEERING SUPERSEDES GENERAL NOTES NOT ALL NOTES APPLY TO EACH PLAN

FOOTINGS SCHEDULE F1 TO BE DETERMINED F1

F1 F1 F1

1.5 ft. x 1.5 ft. x 8 in. footing with 2500 psi min. concrete strength, 3 in. min. concrete cover, and (3) #4 GR 40 rebar each way.

1.5 ft. x 1.5 ft. x 8 in. footing with 3000 psi min. concrete strength, 3 in. min. concrete cover, and (3) #4 GR 40 rebar each way.

2 ft. x 2 ft. x 8 in. footing with 2500 psi min. concrete strength, 3 in. min. concrete cover, and (3) #4 GR 40 rebar each way.

2 ft. x 2 ft. x 8 in. footing with 3000 psi min. concrete strength, 3 in. min. concrete cover, and (3) #4 GR 40 rebar each way.

FOUNDATION PLAN

1/4" = 1'-0"

P O W D E R R IV E R D R A F T IN G L L C

D R A W IN G S P R O V ID E D B Y :

DATE:

P R O J E C T D E S C R IP T IO N : S H E E T T IT L E : S H A F E R

2/4/2020

3 6 0 -6 7 9 -9 8 5 9 1 7 8 8 C o n if e r L n , O a k H a rb o r, W A 9 8 2 7 7

DRAWING SHEETS

1. THESE DOCUMENTS HAVE BEEN CAREFULLY PREPARED, IF, HOWEVER, DATE

A D D R E S S : 5 6 2 0 S U N S E T A V E N U E , A N A C O R T E S , W A 9 8 2 2 1

F O U N D A T IO N N O T E S L E G E N D

bid and engineering set

not for construction

(2)

WH

2020FX 2020FX 2020FX

3030SH 2868

2650SH 2650SH

3050SH3050SH3050SH EGRESS3050SH3050SH EGRESS

3050SH 3050SH

3050SH 6068 3050SH

3068

2468 90809080

3068

3040SH 3040SH

3040SH 2030SH

2868

3630LS 3068

2668

2368

3490

5068 2668 2668

5068 2644

2668 2668

DN

UP

DN

DN UP

UP

CO SD SD

SD

CO SD

100

7'-4 1/2"11'-1"4'-8"5'-0"4'-1 1/2"3'-3"4'-6"

19'-8 1/2"

17'-10"

11'-5 1/2"

6'-5 1/2"

2'-0"

3'-10 1/4"

3'-6"

3'-8 1/4"

3'-6" 6'-0" 4'-0 1/2"

4'-0"

3'-5" 3'-11" 4'-0" 15'-7 1/2"

9'-4 1/2"

9'-6"

3'-10 1/2" 5'-1 1/2" 4'-4" 4'-8"

18'-0" 24'-0" 7'-6 1/2" 22'-5 1/2"

72'-0"

6'-6"11'-0"6'-6" 24'-0"

6'-0"

10'-0"

22'-5 1/2"

3'-3"

4'-9"

20'-8"

2'-9 1/2"

3'-6 1/2"

14'-6 1/2"

72'-0"

14'-7"3'-10 1/2"9'-8"11'-10 1/2"

40'-0" 11'-5"

17'-1"

5'-0"

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

3'-0"

3'-11"

7'-2"

14'-1"

13'-10" 5'-0"

5'-10"4'-4 1/2"3'-7 1/2" 5'-6 1/2"6'-3 1/2"2'-3 1/2"

3'-11"

4'-9"

11'-7 1/2"

4'-5 1/2" 7'-4" 7'-4" 4'-10 1/2" 4'-1" 9'-11 1/2" 9'-5 1/2" 6'-6"

20'-2 1/2"

11'-9 1/2"

12'-0"3'-9 1/2"

7'-0"

DECK

KITCHEN

GARAGE

DECK BEDROOM #2

COVERED DECK 8' CEILING

9' CEILING

VAULT C/L

9' PLATE VAULTED CEILING

FLOOR 0'-0"

FLOOR -4'-0"

FLOOR 1'-10 1/2"

PANTRY BATH

BATH BEDROOM #3

KITCHEN

8' CEILING 8' CEILING

8' CEILING

9' CEILING STORAGE

9' CEILING

LIVING ROOM

9' PLATE

LAUNDRY

8' CEILING

4" REINFORCED CONC. SLAB SLOPED TO DOOR

6 MIL VAPOR BARRIER ON COMPACTED SOIL GAS

RANGE

5 5

A A-5 A

A-5

A A-5 A

A-5

B A-5

C A-5

1 1

3 3 6

6

4 4

5 5

TUB/SHOWER

GAS RANGE 220V OUTLET

220V OUTLET

FURNACE GAS W/H

DECK ABOVE

H1 H1

B1 H2 B1

H2 2

A-6 2 A-6

8 A-6

8 A-6 7

A-6 7 A-6

10 A-6

12 A-6

14 A-6

9 9 UNDER

LANDING

36" HIGH RAIL PER IRC R312 16

A-6 16 A-6

15 A-6

W

D

GAS DRYER W/ ALT. 220V BEAM SCHEDULE

B1 TO BE DETERMINED B1

B1 B1 B1

HEADER SCHEDULE H1 TO BE DETERMINED H2 TO BE DETERMINED H1

H1 H2 H2 H1 H1 H2 H2 CFM

SD

NOTE:

ALL BRANCHES THAT SUPPLY 120V, SINGLE PHASE 15A AND 20A RECEPTACLE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY ARC FAULT CIRCUIT INTERRUPTS NOTE:

MIN. (2) 20A RATED BRANCH CIRCUITS FOR RECEPTACLES LOCATED IN KITCHEN, PANTRY, BREAKFAST AND DINING AREAS, A SEPARATE 20A RATED BRANCH CIRCUIT TO THE LAUNDRY, AND SEPARATE 20A RATED BRANCH CIRCUIT FOR BATHROOM RECEPTACLES.

WHOLE HOUSE VENTILATION FAN PER IRC/WSBC M1507.3. MIN. 60 CFM @.25 W.G.

PER IRC/WSBC TABLE M1507.3.3(1) &

M1507.3.3(2). VENT TO OUTSIDE. PROVIDE 24-HOUR CLOCK TIMER W/ INTERMITTENT OPERATION, MANUAL & AUTOMATIC CONTROLS PER IRC/WSBC M1507.3.2.

SMOKE DETECTOR, 110V INTERCONNECTED W/ BATTERY BACKUP PER IRC R314

COMBINATION CARBON MONOXIDE / SMOKE DETECTOR INTERCONNECTED W/

BATTERY BACKUP PER IRC R414 & R315

CO SD

EXHAUST FAN PER IRC / WSBC M1507.3.1, MIN CFM AS INDICATED VENT TO

OUTSIDE, TYP

NOTE:

ELECTRICAL SCHEDULE

NOTE:

SMOKE DETECTORS 110V INTERCONNECTED WITH BATTERY BACKUP

PREMIER ELECTRICAL SCHEDULE

KEYED NOTES

DRYER VENT AT MINIMUM OF 3'-0" FROM ANY OPENING INTO BUILDING

CONCRETE BOLLARD

5/8" TYPE 'X' GWB ON ENTIRE CEILING, COMMON WALLS AND WRAP ALL STRUCTURAL MEMBERS

ATTIC ACCESS 22" X 30" MINIMUM W/ 30"

MIN VERTICAL CLEARANCE

1-3/8” thick solid wood or 20-minute fire-rated or approved alternative, w/ self closing device Hot Water Tank: Seismic straps at upper and lower 1/3’s of tank; Pressure Relief Valve to outside;

Water Tight Pan to outside; 18” from ignition source to finished floor in garages; Combustion air

for gas, propane & non-direct vent 1

1 3 3

4 4 5 5 6 6

9 9 1 1 3 3

4 4

5 5 6 6

9 9

Shear Wall Schedual NOTES:

3/8" OR 7/16" MAY BE USED IN LIEU OF 15/32" IF STUDS ARE ON 16" O.C. OR SHEATHING APPLIED HORIZONTALLY AND STAGGERED.

IF V>350 LBS/FT, PROVIDE A DOUBLE MEMBER NAILED WITH 8d @6" O.C. AT VERTICAL SEAMS, UNLESS OTHERWISE APPROVED.

STAGGER NAILING IN BOTH CASES. ANCHOR BOLT WASHERS TO BE 3"X3"X1/4" OR BETTER

- LSTHD8 - STHD10 - STHD14

- HDU5 - SDS2.5 W/ SSTB16

MAIN FLOOR PLAN

1/4" = 1'-0"

SHEET:

REVISED:

P O W D E R R IV E R D R A F T IN G L L C

D R A W IN G S P R O V ID E D B Y :

DATE:

P R O J E C T D E S C R IP T IO N : S H E E T T IT L E : S H A F E R

A A--2 2

/2020 Shafer Layout

2/4/2020

3 6 0 -6 7 9 -9 8 5 9 1 7 8 8 C o n if e r L n , O a k H a rb o r, W A 9 8 2 7 7

DATE

A D D R E S S : 5 6 2 0 S U N S E T A V E N U E , A N A C O R T E S , W A 9 8 2 2 1

SQUARE FOOTAGE

MAIN FLOOR: 1,632 UPPER FLOOR: 827 TOTAL LIVING: 2,459 MAIN FLOOR DECKS: 444 UPPER FLOOR DECKS: 41 GARAGE: 528

M A IN F L O O R P L A N

bid and engineering set

not for construction

(3)

DN

2646SH2646SH2040SH

2646SH 5068

2646SH

2030SH

2668

2646SH 5068

2646SH

2668

3068

4068

1868 11068 2668

1868

SD

100

6'-1"

13'-10 1/2"

15'-11 1/2"

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

18'-0"

15'-5 1/2"6'-1"4'-2" 25'-8 1/2"

6'-9 1/2"

3'-7"

10'-4 1/2"

7'-7 1/2"

2'-9"7'-0 1/2"3'-2 1/2"4'-0"5'-0"

9'-9 1/2"12'-2 1/2"

25'-8 1/2"

4'-10" 4'-10" 6'-4 3/4"

8'-0" 4'-0" 14'-2" 4'-3 1/2"

30'-5 1/2"

24'-0"

11'-3 1/2"

7'-6"

8'-2 1/2"

6'-9"

8'-0"

30'-5 1/2"

12'-10"4'-3 1/2"6'-10 1/2"

24'-0"

3'-8 1/2"22'-0" 3'-5" 5'-3"4'-0"6'-8 1/2"

2'-5 1/2" 2'-9 1/2" 8'-7 1/2"

5'-0"

3'-10"

6'-10"16'-3"

12'-1" 6'-10"

5'-0" 2'-2" 3'-3 1/2" 6'-4"

5'-3 1/2"

3'-3" 15'-0"

17'-1"

7'-0"

3'-0"

6'-6"

3'-0"

DECK

ATTIC ATTIC

BATH

DECK

8' CEILING LINE

8' CEILING LINE 8' CEILING LINE

ATTIC

STORAGE OPEN BELOW

LOFT

M-BATH

MASTER BEDROOM W.I.C.

8' CEILING

TUB/SHOWER

SHOWER

FLOOR HEIGHT 5'-1 3/4"

FLOOR HEIGHT 8'-11 3/8"

5 5 5 5

13 A-6

13 A-6 LOWER FLOOR OUTLINE

LOWER FLOOR OUTLINE

13 A-6

BEAM SCHEDULE B1 TO BE DETERMINED B1

B1 B1 B1

H1 H2 H2 H1 H1 H2 H2 CFM

SD

NOTE:

WHOLE HOUSE VENTILATION FAN PER IRC/WSBC M1507.3. MIN. 60 CFM @.25 W.G.

PER IRC/WSBC TABLE M1507.3.3(1) &

M1507.3.3(2). VENT TO OUTSIDE. PROVIDE 24-HOUR CLOCK TIMER W/ INTERMITTENT OPERATION, MANUAL & AUTOMATIC CONTROLS PER IRC/WSBC M1507.3.2.

SMOKE DETECTOR, 110V INTERCONNECTED W/ BATTERY BACKUP PER IRC R314

COMBINATION CARBON MONOXIDE / SMOKE DETECTOR INTERCONNECTED W/

BATTERY BACKUP PER IRC R414 & R315

CO SD

EXHAUST FAN PER IRC / WSBC M1507.3.1, MIN CFM AS INDICATED VENT TO

OUTSIDE, TYP

NOTE:

ELECTRICAL SCHEDULE

NOTE:

SMOKE DETECTORS 110V INTERCONNECTED WITH BATTERY BACKUP

PREMIER ELECTRICAL SCHEDULE

KEYED NOTES

CONCRETE BOLLARD

1-3/8” thick solid wood or 20-minute fire-rated or approved alternative, w/ self closing device Hot Water Tank: Seismic straps at upper and lower 1/3’s of tank; Pressure Relief Valve to 1

1 3 3

4 4 5 5 6 6 1 1 3 3

4 4

5 5 6 6

Shear Wall Schedual NOTES:

3/8" OR 7/16" MAY BE USED IN LIEU OF 15/32" IF STUDS ARE ON 16" O.C. OR SHEATHING APPLIED HORIZONTALLY AND STAGGERED.

IF V>350 LBS/FT, PROVIDE A DOUBLE MEMBER NAILED WITH 8d @6" O.C. AT VERTICAL SEAMS, UNLESS OTHERWISE APPROVED.

STAGGER NAILING IN BOTH CASES. ANCHOR BOLT WASHERS TO BE 3"X3"X1/4" OR BETTER

- LSTHD8 - STHD10 - STHD14

- HDU5 - SDS2.5 W/ SSTB16

UPPER FLOOR PLAN

1/4" = 1'-0"

P O W D E R R IV E R D R A F T IN G L L C

D R A W IN G S P R O V ID E D B Y :

DATE:

P R O J E C T D E S C R IP T IO N : S H E E T T IT L E : S H A F E R

2/4/2020

3 6 0 -6 7 9 -9 8 5 9 1 7 8 8 C o n if e r L n , O a k H a rb o r, W A 9 8 2 7 7

DATE

A D D R E S S : 5 6 2 0 S U N S E T A V E N U E , A N A C O R T E S , W A 9 8 2 2 1

U P P E R F L O O R P L A N

bid and engineering set

not for construction

(4)

8'-0"

6'-0" 6'-0"9'-0"

32'-0"

18'-0"

NOTE:

SOLID BLOCKING AT BEARING TYP

9 1/ 2" I- JO

IS TS @

1 6" O .C

NOTE:

COMPOSITE DECKING 2 X 8 P.T. LEDGER 2 X 8 P.T. JOISTS 16" O.C 4 X 8 P.T. BEAM

SIMPSON LUS28 SIMPSON LUC28Z

NOTE:

COMPOSITE DECKING 2 X 10 P.T. LEDGER 2 X 10 P.T. JOISTS 16" O.C 4 X 10 P.T. BEAM

SIMPSON LUS210 SIMPSON LUC210Z

4 X 10 BEAM

6 X 6 P.T POST TO CEILING BEAM 4

A-6 4 A-6 1

A-6 1 A-6

3 A-6

11 A-6

6 A-6

9 A-6

F1 F1 DN

DN

UP

DN

DN UP

UP

3'-0"

6'-6"

7'-0"

3'-0"

16" I JO ISTS @

16" O.C.

9 1/2" I JOISTS @ 16" O.C

.

11 7/8" I JO ISTS @

16" O.C.

A A-5 A

A-5

A A-5 A

A-5

B A-5

C A-5

2 A-6

8 A-6

8 A-6 7

A-6 7 A-6

10 A-6

12 A-6

14 A-6

16 A-6

MAIN FLOOR FRAMING

1/4" = 1'-0"

UPPER FLOOR FRAMING

1/4" = 1'-0"

BEAM SCHEDULE

B1 TO BE DETERMINED B1

B1 B1 B1

H1 H2 H2 H1 H1 H2 H2

SHEET:

REVISED:

P O W D E R R IV E R D R A F T IN G L L C

D R A W IN G S P R O V ID E D B Y :

DATE:

P R O J E C T D E S C R IP T IO N : S H E E T T IT L E : S H A F E R

A A--4 4

/2020 Shafer Layout

2/4/2020

3 6 0 -6 7 9 -9 8 5 9 1 7 8 8 C o n if e r L n , O a k H a rb o r, W A 9 8 2 7 7

DATE

A D D R E S S : 5 6 2 0 S U N S E T A V E N U E , A N A C O R T E S , W A 9 8 2 2 1

F L O O R F R A M IN G

bid and engineering set

not for construction

(5)

DN

7 : 12

7 : 12 7 : 12

7 : 12

7 : 12 7 : 12

7 : 12

8' CEILING LINE

8' CEILING LINE 8' CEILING LINE

ENGINEERED TRUSSES 24" O.C.

NOTE:

1'-0" RAKE 1'-6" EAVE NOTE:

VENT CALC AT 1/300 USING EAVE/CORNICE VENTS 50% MINIMUM VENTILATION PROVIDED BY CORNICE VENTS

2 X 1 2 R A FT E R S @

2 4" O .C . E N

G IN E E

R E D S

C IS S O

R S T R

U S S E

S 2 4 " O

.C .

E N G IN

E E R E D T R U S S E S 2 4 " O .C

.

^{8' CEILING}

8' CEILING

8' CEILING 5 5

13 A-6

2 X 6 COLLAR TIE LOWER FLOOR OUTLINE

LOWER FLOOR OUTLINE

2 X 12 RIDGE BEAM

13 A-6

8'-1 1/8"1'-0 5/8"8'-1 1/8"

9'-1 1/8"4'-0"

13 A-6

BEDROOM #2

BEDROOM #3

MASTER BEDROOM

KITCHEN M-BATH

CRAWL SPACE CRAWL SPACE

DECK

1 1/8"10 1/4"8'-1 1/8" "1'-4 3/4"8'-1 1/8"

9'-1 1/8"

CLOSET

HALL KITCHEN

LOFT

GARAGE STAIRWAY

HALL

7.719 Rise / 10.5 Run 61.75” Height / 8 Risers

12 A-6

12 A-6 10 A-6

10 A-6

8'-1 1/8" 8'-11 3/8"

STAIRS PER IRC 311.7 36" HIGH RAIL PER IRC R312

7.160 Rise / 10.5 Run 107.375” Height / 15 Rise

DECK LAUNDRY

CRAWL SPACE

14 A-6

ROOF FRAMING

1/4" = 1'-0"

SECTION B-B

1/4" = 1'-0"

SECTION C-C

1/4" = 1'-0"

OVERVIEW

KEYED NOTES

CONCRETE BOLLARD

1-3/8” thick solid wood or 20-minute fire-rated or approved alternative, w/ self closing device Hot Water Tank: Seismic straps at upper and lower 1/3’s of tank; Pressure Relief Valve to outside;

Water Tight Pan to outside; 18” from ignition source to finished floor in garages; Combustion air

for gas, propane & non-direct vent 1

1 3 3

4 4 5 5 6 6

9 9 1 1 3 3

4 4 5 5 6 6

9 9

P O W D E R R IV E R D R A F T IN G L L C

D R A W IN G S P R O V ID E D B Y :

DATE:

P R O J E C T D E S C R IP T IO N : S H E E T T IT L E : S H A F E R

2/4/2020

3 6 0 -6 7 9 -9 8 5 9 1 7 8 8 C o n if e r L n , O a k H a rb o r, W A 9 8 2 7 7

DATE

A D D R E S S : 5 6 2 0 S U N S E T A V E N U E , A N A C O R T E S , W A 9 8 2 2 1

R O O F F R A M IN G S E C T IO N S

bid and engineering set

not for construction

(6)

70 1/2''

36''

6''

12''

20 1/2''

35 15/16'' MINIMUM

6'-0" MIN EXTENT OF BLOCKING

18''

8''

18''

6''

12''

24''

4 X 6

4 X 4

13 13

DECK CORBEL

JOISTS PER FRAMING PLAN 36" HIGH RAIL SAFETY GLASS PER IRC R312 INSTALL PER

MFG SPEC.

BLOCKING AT CORBEL

EXTERIOR WALL

ATTACHMENTS PER ENGINEER

GARAGE FOUNDATION WALL

3/4" = 1'- 0"

5 5

8" MIN 18" MINIMUM

2X6 @ 16" O.C.

PLYWOOD SHEATHING VAPOR BARRIER SIDING

2 X 6 P.T. SILL PLATE 1/2" X 10" ANCHOR BOLTS PER IRC R403.1.6

#4 REBAR 48" O.C. VERT. &

HORIZ. PER IRC SEC404

WATERPROOFING

GRADE

(2) #4 REBAR CONTINUOUS 6 MIL VAPOR BARRIER 4" REINFORCED CONCRETE SLAB ON UNDISTURBED SOIL OR COMPACTED SUBSTRATE FLASHING

DECKING (PER FRAMING PLAN)

NOTE:

SEE FLOOR FRAMING FOR JOIST, LEDGER, HANGER &

DECKING MATERIAL

HANGER PER FRAMING PLAN LEDGER SCREWS OR BOLTS PER FRAMING PLAN

DECK JOIST (PER FRAMING PLAN)

SIMPSON DTT2Z W/ 1/2" ALL THREAD, NUTS &

WASHERS (2) LOCATIONS PER DECK. DTTZZ TO BE SECURED TO SOLID 2X MATERIAL PER MFG.

INSTALLATIONS SPECS.

P.T. LEDGER (PER FRAMING PLAN) FLOOR JOIST (PER FRAMING PLAN)

FINISH FLOOR OVER 3/4" T&G PLYWOOD SUB FLOOR GLUED & NAILED

2 X 6 BOTTOM PLATE

FOUNDATION SILL PLATE OR LOWER WALL TOP PLATE

DECK CONNECTION

3/4" = 1'- 0"

4 4

MIN (2 X 6) X 36"L ATTACHED TO JOIST WEB W/ (16) 10d NAILS

FOUNDATION WALL W/ DECK CONNECTION

3/4" = 1'- 0"

3 3

FOUNDATION SILL PLATE OR LOWER WALL TOP PLATE

P.T. LEDGER (PER FRAMING PLAN) FLASHING

DECKING (PER FRAMING PLAN)

NOTE:

SEE FLOOR FRAMING FOR JOIST, LEDGER, HANGER &

DECKING MATERIAL

HANGER PER FRAMING PLAN LEDGER SCREWS OR BOLTS PER FRAMING PLAN

DECK JOIST (PER FRAMING PLAN)

SIMPSON DTT2Z W/ 1/2" ALL THREAD, NUTS &

WASHERS (2) LOCATIONS PER DECK, DTTZZ TO BE SECURED TO SOLID 2X MATERIAL PER MFG.

INSTALLATIONS SPECS.

FLOOR JOIST (PER FRAMING PLAN) FINISH FLOOR OVER 3/4" T&G PLYWOOD

SUB FLOOR GLUED & NAILED 2 X 6 BOTTOM PLATE

1 1/2" MIN BLOCKING WIDTH MAY BE I-JOIST EXCEPT ANCHOR BLOCK MUST BE SAWN LUMBER (2) ROWS OF 8d OR 10d NAILS AT 4" O.C.

BEAM PER FRAMING PLAN DECKING PER FRAMING PLAN

JOISTS PER FRAMING PLAN

PORCH POST AND BEAM

9 9

SEE ROOF PLAN FOR PITCH 12

2x BLOCKING W/ (3) 2"

VENT IF OPT. SOFFIT ROOFING PER PLAN

VAPOR BARRIER 1/2" SHEATHING ENGINEERED TRUSS

SIMPSON H1 OR EQUIV.

5/4 X FASCIA

ALTERNATE VENTED SOFFITS

POST PER FRAMING PLAN BEAM PER FRAMING PLAN

HARDWARE PER FRAMING PLAN

12" MIN

POST PER FRAMING PLAN

FOOTING SIZE PER FOUNDATION PLAN

12" MIN

5/8" ALL THREAD W/

SET EPOXY OR EMBEDED 5/8" J-BOLT

(3) #4 EA. WAY

BEAM PER FRAMING PLAN

DECKING PER FRAMING PLAN

DECK POST AND BEAM

11 11

FOOTING SIZE PER FOUNDATION PLAN

12" MIN

5/8" ALL THREAD W/

POST PER FRAMING PLAN

(3) #4 EA. WAY 1/2" GWB W/PVA VAPOR BARRIER

R-21 INSULATION FLOOR JOIST (PER FRAMING PLAN) W/ R-

30 INSULATION OVER UNHEATED AREAS FINISH FLOOR OVER 3/4" T&G PLYWOOD SUB FLOOR GLUED & NAILED

R-21 INSULATION 1/2" GWB W/PVA VAPOR BARRIER

2X6 @ 16" O.C.

2 X 6 BOTTOM PLATE

FLOOR TO FLOOR

3/4" = 1'- 0"

2 2

EAVE DETAIL

3/4" = 1'- 0"

8 8

7 12

2x BLOCKING W/ (3) 2" VENT COMPOSITION ROOFING

VAPOR BARRIER 1/2" SHEATHING

MFG. SCISSOR TRUSSES @24" O.C.

R-49 INSULATION R-21 INSULATION

INSULATION BAFFLE W/ 1"

MINIMUM AIR-SPACE

SIMPSON 2.5 OR EQUIV.

5/4 X FASCIA

EAVE DETAIL

3/4" = 1'- 0"

7 7

7 12

2x BLOCKING W/ (3) 2" VENT ROOFING

VAPOR BARRIER 1/2" SHEATHING

MFG. TRUSSES @24" O.C.

R-49 INSULATION R-21 INSULATION

INSULATION BAFFLE W/ 1"

MINIMUM AIR-SPACE

SIMPSON 2.5 OR EQUIV.

5/4 X FASCIA

ALTERNATE VENTED SOFFITS

POST AND BEAM

3/4" = 1'- 0"

6 6

6 MIL VAPOR BARRIER SIMPSON BC4 OR EQUIV 4 X 4 POST

SIMPSON ABU44 OR EQUIV.

BEAM (PER FRAMING PLAN) SOLID BLOCKING AT BEARING

18" X 18" X 8" FOOTING

FINISH FLOOR OVER 3/4"

T&G PLYWOOD SUB FLOOR GLUED & NAILED FLOOR JOIST (PER FRAMING PLAN) W/ R-30 INSULATION OVER UNHEATED AREAS

FOUNDATION WALL

3/4" = 1'- 0"

1 1

8" MIN

R-21 INSULATION

1/2" GWB W/PVA VAPOR BARRIER

18" MINIMUM

2X6 @ 16" O.C.

2 X 6 BOTTOM PLATE

2 X 6 P.T. SILL PLATE 1/2" X 10" ANCHOR BOLTS PER IRC R403.1.6

#4 REBAR 16" O.C. VERT. &

HORIZ. PER IRC SEC404

WATERPROOFING

GRADE

(2) #4 REBAR CONTINUOUS 6 MIL VAPOR BARRIER FLOOR JOIST W/R-30 INSULATION

OVER UNHEATED AREAS

FINISH FLOOR OVER 3/4" T&G PLYWOOD SUB FLOOR GLUED & NAILED

ARBOR

3/4" = 1'- 0"

12 12

BLOCKING AT CORBEL

4 X 4 CONSTRUCTION (2) 2X8

2X2 @ 9" O.C.

NOTE: ARBOR DETAIL MAY VARY

1/2" GWB W/PVA VAPOR BARRIER

R-21 INSULATION FLOOR JOIST (PER FRAMING PLAN)

FINISH FLOOR OVER 3/4" T&G PLYWOOD SUB FLOOR GLUED & NAILED 2 X 6 BOTTOM PLATE

WALL TO RAFTER

3/4" = 1'- 0"

10 10

LIVING SPACE

ATTIC

PER ROOF PLAN 12

COMPOSITION ROOFING VAPOR BARRIER

1/2" SHEATHING

RAFTER PER FRAMING PLAN R-38 INSULATION

2x BLOCKING W/ VENT R-21 INSULATION

5/4 X FASCIA

1/2" GWB W/PVA VAPOR BARRIER 1/2" GWB

1/2" GWB COLLAR TIE PER

FRAMING PLAN

RIDGE BEAM PER FRAMING PLAN

R-49 INSULATION

BEAM PER STRUCTURAL

COMPOSITE DECKING

6X6 P.T. POST

DECK

3/4" = 1'- 0"

14 14

BC46 OR EQUIV.

POST CAP 36" HIGH RAIL

SAFETY GLASS PER IRC R312 INSTALL PER MFG SPEC.

1/2" GWB

LSCZ EA. STRINGER

10" MIN.

TREAD PER PLAN FIRE BLOCKING REQUIRED ALONG STRINGER BETWEEN EACH STUD

7 3/4" MAX.

RISE PER PLAN

(2) 2X12 OR LVL HEADER

6'-8" MIN. HEAD ROOM VERT. FROM NOSING

2X BLOCKING @ MID SPAN

2X12 STRINGERS

@ 16" O.C.

2X4 STOP

STEPS AND TREADS SHALL NOT VERY MORE THAN 3/8"

MIN. STAIR WIDTH 36"

CONTINUOUS HANDRAIL MAX. 2", MIN. 1 1/2" DIA.

SPACE 1 1/2" FROM WALL

@ 34" TO 38" ABOVE NOSING RAILING NOT REQUIRED IF LESS THAN 4 RISERS PER IRC R3.11.7.8

16 16

3/4" = 1'- 0"

TYPICAL INTERIOR STAIR DETAIL

NOTE: STAIRS PER IRC R311.7

DBL P.T. JOIST HEADER PER PLAN LSCZ EA. STRINGER

CONNECTOR 10" MIN.

7 3/4" MAX.

RISE & RUN PER PLAN MAX. AND MIN. SHOWN

COMPOSITE DECKING TYP.

15 15

3/4" = 1'- 0"

TYPICAL EXTERIOR STAIR DETAIL

2 X 12 PT STRINGER @ 16"O.C.

LANDING

30# BUILDING PAPER UNDER STRINGER 4" REINFORCED CONCRETE ON GRADE

5/8" ALL THREAD W/

CONTINUOUS HANDRAIL MAX. 2", MIN. 1 1/2" DIA.

SPACE 1 1/2" FROM WALL

@ 34" TO 38" ABOVE NOSING

SOLID RISER

STAIRS PER IRC R311.7

RAILING PER IRC R312

SHEET:

REVISED:

P O W D E R R IV E R D R A F T IN G L L C

D R A W IN G S P R O V ID E D B Y :

DATE:

P R O J E C T D E S C R IP T IO N : S H E E T T IT L E : S H A F E R

A A--6 6

/2020 Shafer Layout

2/4/2020

3 6 0 -6 7 9 -9 8 5 9 1 7 8 8 C o n if e r L n , O a k H a rb o r, W A 9 8 2 7 7

DATE

A D D R E S S : 5 6 2 0 S U N S E T A V E N U E , A N A C O R T E S , W A 9 8 2 2 1

D E T A IL S

bid and engineering set

not for construction

(7)

12 7

12

7 12

A-6 12 A-6 13

A-6 13 A-6

13 A-6

12 7

5620

Top of Plate - 1st Floor 9'-1 1/8"

Top of Plate - 2nd Floor 13'-2 7/8" Stepdown

Top of Plate - 1st Floor 8'-1 1/8" Laundry Room

Top of Subfloor - 2nd Floor 8'-11 3/8" Over Garage & Laundry Top of Plate - 2nd Floor

17'-0 1/2" Over Garage Highest Ridge

21'-7 1/2

Top of Subfloor - 2nd Floor 5'-1 3/5" Stepdown Top of Plate - 1st Floor

4'-1 1/8" Stepdown

CONTINUOUS RIDGE VENT

COMPOSITION ROOFING

36" HIGH RAIL

5/4 X 6 TRIM LAP SIDING

36" HIGH RAIL SAFETY GLASS PER IRC R312

12 7