Willden Residence

GSPublisherEngine 33.68.94.84

INDEX OF SHEETS

A-001

A-101

A-102

A-201

A-202

S-301

S-302

D-101

E-101

COVER SHEET

MAIN FLOOR

SECOND FLOOR

W&E ELEVATIONS

N&S ELEVATIONS

FOUNDATION

FIRST FLOOR FRAMING

DETAILS

ELECTRICIAN MARKUP PLAN

LOCATION: Madison County, ID

SNOW LOAD: 35 lbs

WIND SPEED: 90 mph

FROST DEPTH: 36"

SEISMIC: D1

REGULATION: 2009 IBC

WILLDEN RESIDENCE

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THESE PLANS ARE NOT DESIGNED FOR A SPECIFIC LOCATION.BUILDER/OWNER ARE ADVISED TO OBTAIN ENGINEERING

FOR THE SPECIFIC LOCATION.


RG

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BB

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11

1

1

1

1

1

B

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1

2I I

14

7DR W

19'-7 1/2" 23'

80'-3 1/2"

2'-9

3/4

"8'

-1/2

"2'

-1/4

"8'

-7 1

/2"

11'-8

3/4

"8'

-7 1

/2"

2'

12'-1

0 1/

2"29

'2'

43'-1

0 1/

2"

18'-6 1/4" 1'-11 3/4" 5'-11 1/2" 9'-3 1/4" 6'-9" 9'-11 1/2" 2'-3 3/4" 2'-2 1/2" 1' 1' 3'-2" 3'-2" 1' 1'

1'-9 1/2"

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

20'-6" 34'-3" 2'-2 1/2" 2' 6'-4" 2'1'-9 1/2" 4'-4 1/2" 6'-10"

8'-1

0 1/

2"2'

-6"

2'2'

-4 1

/2"

7'-4

"10

'-1"

10'-8

1/2

"

8'-1

0 1/

2"10

'-8 1

/2"

2'-4

1/2

"7'

-4"

12'-7

"2'

43'-1

0 1/

2"

80'-3 1/2"

1'-9 1/2" 16'-1/2" 1'-9 1/4" 6'-4" 10'-4" 6'-4" 3' 1'-11 3/4" 6'-1/4" 6'-6 3/4" 2'-8 1/2" 5'-1/2" 12'-4 1/2"

12'-4 1/2"4'-11 3/4" 12'-6 3/4" 7'-9"

7'-4 1/2"

12'-1

0 1/

2"

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

4'-8

1/2

"7'

-6"

16'-9

1/2

"

5'-8" 4'-9" 9'-11"6'-9 1/4" 1'-1 1/4" 11'-5 3/4" 5'-6 1/2" 3'-4 1/2"

9'-3

1/4

"9

3/4"

5'5'

8'-11"

7'-6"

1'-7

3/4

"

5'-4

"

8'-8 1/2"2'-1/2"

3'-4 1/2"

8'-7

"5'

-6 1

/2"

14'-1

1/2

"

14'-6 1/2"

4'

3'-8

1/2

"

10'-9"7'

-4 1

/2"

2'

1

#DrgID#LayID

8' ARCHWAY

BEDROOM #2

MASTER BEDROOM

BATH

SHOWER

MASTER BATH

DOUBLE GARAGE

COVERED PORCH

LAUNDRY

W.I.C.PANTRY

FAMILY ROOM

ENTRY

LIVING ROOM

MUD ROOM

CLOSET

DINING ROOM

DOUBLE GARAGE

12'-2 1/2" X 10'-0"

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

8'-6 1/2" X 5'-0"10'-4 1/2" X 10'-2"

8'-3 1/2" X 6'-11 1/2"

10'-4 1/2" X 11'-9"13'-11 1/2" X 13'-9"14'-6" X 14'-1 1/2"

6'-1/2" X 7'-0"7'-0" X 7'-0"

HALFBATH2'-6" X7'-0"

8'-11 1/2" X 15'-11"KITCHEN

10'-3" X 15'-11"

19'-11 1/2" X 28'-0"

22'-0" X 17'-1/2"

FIREPLACE

FOLDING COUNTER &UPPER CABINETS

BEN

CH

2

UP 16 x 7 1/2" = 10'-1 3/4"

123

4

5

6

7

8

9

10

11

12

13

14

15

DOOR SCHEDULE

ID

1

2

3

4

6

7

9

10

Quantity

19

2

1

1

1

4

1

1

DOORW

2'-6"

3'

3'

4'

6'

5'

8'

16'

HT

6'-8"

6'-8"

8'

6'-8"

8'

6'-8"

8'

8'

3D View NOTES

WINDOW SCHEDULE

ID

A

B

C

D

E

F

G

H

I

J

K

Quantity

1

7

1

2

5

2

1

1

2

1

1

SIZEWIDTH

3'

3'

4'

3'

2'-6"

4'

2'-6"

3'

2'

4'

5'

HEIGHT

5'-6"

6'-4"

5'-4"

5'-4"

4'

5'-4"

4'-4"

4'-4"

6'-4"

6'-4"

4'-4"

3D Front Axonometry NOTES

0 2' 4' 8'SCALE: 1/4" = 1'-0"1 MAIN LEVEL PLAN

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E EE

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77

1

DD

12'-1

0 1/

2"5'

-8"

2'-9

1/2

"12

'-1"

2'-6

"5'

-11

1/2"

12'-1

0 1/

2"5'

-8"

17'-4

1/2

"5'

-11

1/2"

41'-1

0 1/

2"

7'-2 1/2" 2'-5 1/2" 2'-5 1/2" 7'-1 3/4" 4'-11" 6'-11 1/4" 6'-8 1/4" 4'-5 1/2" 5'-4" 2'-5 1/2" 2'-5 1/2" 5'-9 1/4" 2'-6 1/4" 2'-4 3/4" 2'-2 1/2" 14'-6 1/4"

7'-2 1/2" 4'-11" 7'-1 3/4" 4'-6 3/4" 13'-7 1/2" 4'-9 3/4" 10'-3" 5'-9 1/4" 4'-11" 16'-8 3/4"

80'-3 1/2"

8'-1

0 1/

2"9'

-8"

8'-1

0"5'

-5 1

/2"

3'-1

"5'

-11

1/2"

8'-1

1"9'

-8"

17'-4

1/2

"5'

-11

1/2"

41'-1

0 1/

2"

5'-2

1/2

"

5'-2

1/2

"

5'-2

1/2

"

12'-7

"

3'-10 1/2"

10'-9

"

14'-7"

3'-10 1/2" 14'-10 1/2" 2'-4 1/2" 6'-11 1/2"

7'-4

1/2

"

5'-4

1/2

"5'

-4 1

/2"

3'-1

/2"

20'-6 1/2" 8'-11" 50'-10"

20'-6 1/2" 2'-6 1/4" 3'-10" 2'-6 1/2" 50'-10"

CUSTOMDOOR TOATTIC

CUSTOMDOOR TOATTIC

36'-9 1/2" X 17'-0"BONUS ROOM

14'-6" X 10'-4 1/2"BEDROOM #2

14'-1/2" X 13'-11"BEDROOM #3

6'-7" X 10'-4 1/2"

BATH #2

13'-3" X 12'-6"BEDROOM #4

UP

16

x 7

1/2"

= 1

0'-1

3/4

"

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15

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Footers Below Local Frost

Stone VeneerSteps to Grade as necessary

36" Guard RailWrappedColumn

Verify Wall Finishesw/Owner

MAIN FLOOR±0'

TOP PLATE±9'-0"

TOP OF FOOTER±5'-2"

MAIN FLOOR±0'

TOP PLATE±9'-0"

TOP OF FOOTER±5'-2"

1210

1012

1012

1012

1212

TOP OF ROOF LINE±22'-11 1/2"

TOP OF ROOF LINE±22'-11 1/2"

0 2' 4' 8'SCALE: 1/4" = 1'-0"2 REAR ELEVATION

0 2' 4' 8'SCALE: 1/4" = 1'-0"1 FRONT ELEVATION

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1210

TOP OF GABLE ROOF LINE±22'-6 1/2"

TOP OF GABLE ROOF LINE

TOP OF DORMER ROOF LINE±18'-10 1/2"

TOP OF DORMER ROOF LINE

TOP OF GABLE ROOF LINE±16'-1/2"

TOP OF GABLE ROOF LINE

1012

1210

1210

1010 12

-0 3/4"

10'-3/4"

15'-1 3/4"

18'-2 1/4"

Footers BelowLocal Frost (typ)

Anchor Stem Wall toFooter

TJI Floor System

Attic Truss Floor

Attic Truss

KitchenStorage

AtticAttic

Garage

0 2' 4' 8'SCALE: 1/4" = 1'-0"1 RIGHT ELEVATION

0 2' 4' 8'SCALE: 1/4" = 1'-0"2 LEFT ELEVATION

0 2' 4' 8'SCALE: 1/4" = 1'-0"S2 SECTION @ STAIR

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20'-6" 59'-9 1/2"

19'-7 1/2" 23' 25'-3 1/2" 12'-4 1/2"

8'-1

0 1/

2"33

'

12'-1

0 1/

2"29

'80'-3 1/2"

41'-1

0 1/

2"

80'-3 1/2"

41'-1

0 1/

2"

23'-7

1/2

"

16'-8" 4'-9 1/2"

12'-2

1/2

"4'

-8 1

/2"

16'-1

1"

4'-8

1/2

"

9'-2

"13

'-9 1

/2"

22'-1

1 1/

2"

27'-8

"

13'-1

0 1/

2"13

'-9 1

/2"

4'

17'-1

0 1/

2"13

'-9 1

/2"

16'-8" 30'-9" 11'-1/2"

Holdowns per engineer Holdowns per engineer

Holdowns per engineerHoldowns per engineer

Holdowns per engineer




Holdowns per engineer Holdowns per engineer




Depress foundation wall to topof finished slab.


Post Base Post Base Post Base


6" Porch Cap over compacted fill. Rebar Mat per Engineer

Craw Space Note:1. Foundation wall size by engineer, Rebar per 2009 IBC or local

code.2. Continuous footings sized by engineer with continuous rebar,

and are to be below local frost.3. Anchor/Holdown size and location by engineer or local code.4. 4" crush cravel over vapor barior.5. Crawl space ventalation per local code.6. Pressure treated seal at perimeter of foundation.7. Crawl space access owner/builder.

0 2' 4' 8'SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN

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24'-3

1/2

"

4'4'

-8 1

/2"

9'-9

"14

'-6 1

/2"

16'-8" 30'-9" 12'-4 1/2"

59'-9 1/2"

33'

18'-5

1/2

"14

'-6 1

/2"

36'-5 1/2" 2' 6'-4" 2' 13'

59'-9 1/2"

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

Floor joist sizing and type per engineer overpressure treated seal plate.

3/4" T&G OSB w/ glue and fasten permanufacturers rec. Crawl space access per

owner builder.

Wood I Joists @ 16" o.c.

Wood I Joists @ 16" o.c.

10/1

2

10/1

2

10/1

2

10/1

2

10/1

2

10/1

2

10/12 10/12 10/12 10/12 10/12 10/12

10/12 10/12

12/12 12/12

3/12

3/12

3/120 2' 4' 8'SCALE: 1/4" = 1'-0"1 FIRST FLOOR FRAMING

0 2' 4' 8'SCALE: 1/4" = 1'-0"2 ROOF LAYOUT

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GENERAL NOTES

All work shall be consistent with the best practices of the trades involvedand conform to the 2009 IRC.

Owner/Contractor or sub-contractor shall verify plans, dimensions and anywork or construction.

Any footing or foundation re-design shall be performed by a registeredprofessional engineer.

Roof truss and/or beam manufacturer shall provide shop drawings showingrecommended design. Design loads per applicable local codes andconnection details signed and sealed by a registered professional engineer.

Forced air heating. All ductwork shall be located above basement ceilingline whenever possible.

Size main hvac trunk-line to allow a 7’-0” minimum finish ceiling inbasement areas ducts pass through per IRC R305.

Furnace shall not be used prior to completion of house unless approved byowner. Owner/Contractor shall assure that all duct registers and furnaceare clean and free of construction materials.

Provide waterproof sheetrock in tub, shower and laundry areas per IRCR307.2.

Vent dryer and bathroom exhaust fans to exterior of house per IRC R303.3.

Case and jamb all finished door openings.

Interior and/or exterior railings required at porch or landing will conform toIRC R312.

Engineered joist floor systems shall be installed per manufacturerspecifications.

Provide proper gutter systems over all walks, driveways, porches or decksas indicated on plans.Install 6” of clean gravel in all window wells.

Finish grade the lot to slope a minimum of 6” in the first 10 feet away fromthe foundation, then minimum 2% thereafter per IRC R401.3.

Mix, place, consolidate and cure all concrete per IRC R403 & R404.

All smoke detectors shall be 110V main power with battery backup. Alldetectors to be connected for simultaneous alarm. Smoke alarms per IRCR313.

Dimensions are to framed walls without sheetrock unless specifiedotherwise.

FOUNDATION NOTES

All footings shall bear on undisturbed soil or compacted fill capable ofsupporting a minimum design bearing pressure of 1500 PSF.

Footing elevations shown on the foundation plan, shall be lowered asrequired to obtain the required design bearing pressure.

Unless noted otherwise, the bottom of all exterior footings shall be placed 6"below local frost depth: the bottom of all interior footings shall be placed 12"minimum below interior finished grade. Concrete foundation shall be cast in accordance with the requirements ofIRC Section R402.

Slab on grade construction shall be in accordance with IRC R506.

STRUCTURAL NOTES

The structural drawing shall be used in conjunction with the drawings of allother disciplines and the project specifications. The contractor shall verifythe requirements of the other trades as to sleeves, chases, hangers,inserts, anchors, holes and other items to be placed or set in the structuralwork.

The Owner/Contractor shall be responsible for complying with all safetyprecautions and regulations during the work. The engineer will not adviseon nor issue direction as to safety precautions and programs.

The structural drawings herein represent the finished structure. TheOwner/Contractor shall provide all temporary guying and bracing required toerect and hold the structure in proper alignment until all structural work andconnections have been completed. The investigation, design, safety,adequacy and inspection of erection bracing, shoring, temporary supports,etc. are the sole responsibility of the Owner/Contractor.

The engineer shall not be responsible for the methods, techniques andsequences of procedures to perform the work. The supervision of the workis the sole responsibility of the Owner/Contractor.

Drawings indicate general and typical details of construction. Whereconditions are not specifically shown, similar details of construction shall beused, subject to approval by the engineer.

Loading applied to the structure during the process of construction shall notexceed the safe load-carrying capacity of the structural members. Do notapply any construction loads until structural framing is properly connectedtogether and until all temporary bracing is in place.

All ASTM and other references are per the latest additions of the standards,unless otherwise noted.

WOOD FRAMING NOTES

All wood framing material shall be surfaced dry and used at 19% maximummoisture content.

All stud and wall framing shall be No. 2 grade Doug Fir.

All joist, rafter, & misc. framing shall be No. 2 grade Doug Fir. Unless notedotherwise.

All framing exposed to the weather or in contact with masonry or concreteshall be pressure treated in accordance with the American Wood PreserversAssociation Specification where possible.

Provide LVL header beams of the same size as joists or rafters to framearound openings in the plywood deck unless otherwise indicated.

Bolt-holes shall be carefully centered and drilled not more than 1/16” largerthan the bolt diameter. Bolted connections shall be snug but not to theextent of crushing wood under washers.

Prefabricated metal joist hangers, hurricane clips, hold-down anchors andother accessories shall be as manufactured by "Simpson Strong-TieCompany”, or approved equal. Install all accessories per the manufacturer’srequirements. All steel shall have a minimum thickness of 0.04 inches (perASTM A446, Grade A) and be galvanized (coating G60).

Holes and notches drilled or cut into wood framing shall not exceed therequirements of IRC R600.

All plates, anchors, nails, bolts, washers and other miscellaneous hardwarepermanently exposed to weather shall be hot dip galvanized.

Sheathing of floors, walls and roofs shall be in accordance with IRC R500,R600 and R800.

2'-6

" MIN

7

34

8

2

1

9

13 12119

10

6

5

6" M

IN

KEYNOTES

1 - FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF.2 - CONCRETE WALL3 - FLOOR JOIST, SEE PLAN4 - CONT. SILL PLATE AND ANCHOR BOLTS5 - FLOOR SHEATHING6 - REQ'D PANEL BOUNDARY NAILING7 - WALL STUDS8 - WALL SHEATHING9 - REQ'D PANEL EDGE NAILING10 - CONT. BOTTOM PLATE W/ 10d COMMON NAILS @ 6" O.C.11 - CONT. RIMBOARD W/ SIMPSON A35 CLIP @ 32" O.C.12 - 2x8 LEDGER W/ 1/2 DIA LAG SCREWS @ 12" O.C., STAGGER TOP & BOT.13 - DECK JOIST

21

3

1 3

7

6

3

4

5

1

3

84

2

1

2

ED

PLAN

KEYNOTES

1 - WALL SHEATHING

2 - HOLDOWN

3 - WOOD STUD WALL

4 - CONCRETE WALL

5 - WOOD ATTACHMENT SEE HOLDOWN CONNECTION SCHEDULE

6 - EDGE NAILING SEE SHEAR WALL SCHEDULE

7 - WOOD POST SEE HOLDOWN SCHEDULE

8 - WOOD FLOOR JOIST

SECTION D

SECTION E

2'-6

" MIN

7

34

8

2

1

9

3 14119

10

6

5

6" M

IN 12

13

KEYNOTES

1 - FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF.2 - CONCRETE WALL3 - FLOOR JOIST, SEE PLAN4 - CONT. SILL PLATE AND ANCHOR BOLTS5 - FLOOR SHEATHING6 - REQ'D PANEL BOUNDARY NAILING7 - WALL STUDS8 - WALL SHEATHING9 - REQ'D PANEL EDGE NAILING10 - CONT. BOTTOM PLATE W/ 10d COMMON NAILS @ 6" O.C.11 - CONT. RIMBOARD W/ SIMPSON A35 CLIP @ 32" O.C.12 - JOIST BLOCKING @ 32" O.C. W/ SIMPSON H3 (PROVIDE WEB FILLER AS REQ'D13 - (4) 10d COMMON @ EACH BLOCK14- 2x8 LEDGER W/ 1/2" DIA LAG SCREWS @ 12" O.C., STAGGER TOP & BOT.

34

2

1

KEYNOTES

1 - POST, SEE PLAN

2 - SIMPSON POST BASE

3 - PIER W/ (4) #4 DOWELS INTO FOOTING & #3 CLOSED STIRRUPS @ 12" O.C. W/ (3) STIRRUPS IN TOP 9"

4 - CONC. FOOTING, SEE SCHEDULE

21

7

6

5

3

4

KEYNOTES

1 - FOOTING, SEE PLAN AND SCHEDULE FOR SIZE AND REINF.

2 - CONCRETE WALL

3 - CONCRETE SLAB

4 - CONT. SILL PLATE AND ANCHOR BOLTS

5 - WALL STUDS

6 - WALL SHEATHING

7 - REQ'D PANEL EDGE NAILING

Dormer Ridge

DormerRafter

Simpson Hangers

Simpson VPA

Valley Rafter

Not Necessary if Frontof Dormer Aligns WithLoad-Bearing Wall Below

Simpson Strap

SupportRafter Beams

9

104

6

6

8

672

1

11

12

5

3

KEYNOTES

1 - FLOOR SHEATHING2 - REQ'D PANEL BOUNDARY NAILING3 - WALL STUDS4 - DOUBLE TOP PLATE5 - WALL SHEATHING6 - REQ'D PANEL EDGE NAILING7 - CONT. BOTTOM PLATE W/ 10d COMMON NAILS @ 6" O.C.8 - CONT. RIMBOARD W/SIMPSON A35 CLIP @ 32" O.C.9 - SOLID BLOCKING10 - FLOOR JOISTS11 - JOIST BLOCKING @ 32" O.C. W/ SIMPSON H3 (PROVIDE WEB FILLER AS REQ'D)12 - (4) 10d COMMON @ EACH BLOCK

7

10

3

9

8

5

111 62

3

4

KEYNOTES

1 - 10d COMMON @ 6" O.C.2 - FLOOR SHEATHING3 - STUD WALL W/ 2X6 @ 16" O.C.4 - BLOCKING W/ 10d COMMON @ 6" O.C.5 - FLOOR JOISTS6 - WEB SSTIFFENERS EACH SIDE7 - PROVIDE MID HEIGHT BLOCKING8 - FOOTING9 - SHEATHING TO MATCH WALL ABOVE10 - L50 EACH BLOCK11 - SIMPSON SDS25300

NOTES:

A - LOAD BEARING WALL ABOVE MUST STACK DIRECTLY OVER WALL BELOW

86

7

21

3

9

5

4

KEYNOTES

1 - FLOOR SHEATHING2 - REQ'D PANEL BOUNDARY NAILING3 - WALL STUDS4 - DOUBLE TOP PLATE5 - WALL SHEATHING6 - REQ'D PANEL EDGE NAILING7 - CONT. RIMBOARD W/SIMPSON A35 CLIP @ 32" O.C.8 - FLOOR JOIST, W/ SIMPSON H3 AT 32" O.C. MAX (PROVIDE WEB FILLER AS REQ'D)9 - PARTITION WALL ABOVE WHERE OCCURS, COORDINATE WITH ARCH.

6

6

6

6

1

48

1

7

2

13

3 4

5

3

132

45

KEYNOTES

1 - EDGE NAILING PER SHEAR WALL SCHEDULE.

2 - WALL SHEATHING AS OCCURS.

3 - LOCATION OF STRAP AT END OF SHEAR WALL, SEE PLAN FOR TYPE OF STRAP.

4 - FULL HEIGHT WOOD STUD TYP.

5 - 16d FACE NAIL AT 16" O.C.

6 - DISTANCE FROM CORNERS TO CENTER OF STRAP EQUALS WIDTH OF WALL (MAX.)

7 - 16d FACE NAIL AT 6" O.C.

EXTERIOR SHEATHING AT CORNER

INTERIOR SHEATHING AT CORNERINTERIOR SHEATHING ATWALL INTERSECTION

35

6

2

4

1

2 1

8

3

5 6

7

KEYNOTES

1 - FLOOR SHEATHING

2 - REQ'D PANEL BOUNDARY NAILING

3 - FLOOR JOISTS

4 - SIMPSON JOIST HANGER

5 - WOOD BEAM

6 - BUILT UP BEAM NAILING

7 - BLOCKING W/ 10d TOE NAILS AT 6" O.C. TO BEAM BELOW (AT SIM. CONDITIONS WHERE JOISTS END AT BEAM, USE CONT. RIM JOISTS IN LIEU OF THE BLOCKING)

8 - SIMPSON H3 AT 32" O.C. MAX. PROVIDE WEB FILLER AS REQ'D)

CASE A

7

8

4

6

5312 1 2

4 91110

8

6

KEYNOTES

1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER

2 - 2x8 (MIN) CONT BEARING PLATE.

3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS MIN.

4 - ROOF SHEATHING

5 - 2x OVERBUILD FRAMING

6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER

7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.

8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF OVER-BUILD).

9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.

10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.

11 - 2x6 (MIN) CONT BEARING PLATE.

12 - EDGE NAILING 8d NAILS AT 4" O.C.

OPTION 1

OPTION 2

8732" TYP. WITH

SOLID BLOCKING

103 9

12

3

4

6

5

3

KEYNOTES

1 - HEADER BEARING TRIMMERS OR HEADERS

2 - FULL HEIGHT STUD FLOOR TO FLOOR

3 - A.P.A. RATED WALL SHEATHING

4 - REQ'D PANEL EDGE NAILING

5 - COIL STRAP

6 - 2x FLAT BLOCKING

7 - HEADER AT DOOR OR WINDOW, TYP.

8 - CEILING OR FLOOR LINE

9 - FLOOR LINE

10 - SIMPSON CS16 COILED STRAP CUT TO FIT EACH OPENING TOP AND BOTTOM (TOP ONLY AT DOORS) FILL EVERY OTHER NAIL HOLE WITH 8d COMMON NAILS

TYP. DOOROPENING

TYP. WINDOWOPENING

B

B

A

SECTION A

SECTION B

NOT TO SCALE

FLOOR JOIST TO CONCRETE WALLNOT TO SCALE

TYPICAL STHD HOLDOWNNOT TO SCALE

FLOOR JOIST BLOCKING

NOT TO SCALE

CONCRETE PIERNOT TO SCALE

STUD WALL TO CONCRETE WALL CONNECTION

NOT TO SCALE

DORMER DETAIL

NOT TO SCALE

FLOOR JOISTS TO STUD WALLNOT TO SCALE

DETAIL

NOT TO SCALE

FLOOR JOIST INT. SHEAR WALL

NOT TO SCALE

TYPICAL SHEAR SHEATHING AT WALL INTERSECTION

NOT TO SCALE

JOIST @ BEAM CONNECTIONNOT TO SCALE

TYPICAL OVERBUILD FRAMING

NOT TO SCALE

LATERAL TIES AT OPENINGS


RG

FF

BB

G

6J

K

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B B

3

BB

9

10

2

1

11

1

1

1

1

1

B

1

1

2I I

14

7DR W

UP 16 x 7 1/2" = 10'-1 3/4"

123

4

5

6

7

8

9

10

11

12

13

14

15

E EE

1 1

1 1

1

EE

C

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1

7

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77

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UP

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x 7

1/2"

= 1

0'-1

3/4

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123

4

5

6

7

8

9

10

11

12

13

14

15

0 2' 4' 8'SCALE: 1/4" = 1'-0"1 Main Level Electrical

0 2' 4' 8'SCALE: 1/4" = 1'-0"2 Upper Level Electrical

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Willden Residence

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