Lynn Builders

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Ridge Valley Road Residence

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A.P. ACCESS PANEL LIN LINEN

LAMINATED VENEER LUMBER

ORIENTED STRAND BOARDOVERFLOW SCUPPEROVERFLOW RAIN WATER CONDUCTOR

OWNER FURNISHED OWNER INSTALLED

RAIN WATER CONDUCTOR

REINFORCED/REINFORCING

UNLESS OTHERWISE NOTEDUNDERWRITERS LABORATORIES

VINYL COMPOSITE TILE

POLYVINYL CHLORIDE

PAPER TOWEL DISPENSER

PENETRATION PLATE

POWDER DRIVEN FASTENER

SOLID CORE

WHERE OCCURS

WATER RESISTANTWORK POINTWATER PROOFWITHOUT

VERTICAL

VACUUM

WAINSCOTWOOD

WITH

STORAGE

SUSPENDEDSTRUCTURAL

STORAGESTANDARDSQUARE

STEEL

SCHEDULE

SQUARE FEET

SPECIFICATION

SIMILARSHEETSHELVES

SECTION

SCHEDULE

SINK

ON CENTER

POINT

ROUGH OPENING

3/15/2017

ROUND

REQUIREDRESISTANTRESILIENT

ROOM

REFRIGERATORRECTANGULARROOF DRAINRETURN AIRRADIUS

PARTITION

PANTRY

PREFABRICATED

PANELPLYWOOD

PEG BOARD

PLATE

OPENING

OPTIONALOPPOSITEOPENING

OPPOSITE HAND

MINIMUM

NOT TO SCALENOMINALNUMBERNOT IN CONTRACT

MICROLAMMETAL

MANUFACTURER

MEDICINE CABINET

MANUFACTURER

MEMBRANEMECHANICAL

MAXIMUMMATERIAL

METAL

LIGHT/LIGHTINGLOW POINT

FTG. FOOTING

GYPSUM WALL BOARD

GROSS SQUARE FEET

GYPSUM WALL BOARD

INT.

GYP.BD.

JT.

J.B.

INTER.

INSUL.

GYP.

G.W.B.

G.S.F.GRD.GL.GALV.GA.

INTERIOR

JUNCTION BOX

INTERIOR

INSULATION

JOINT

GROUND

GYPSUM

GALVANIZEDGAUGE

GLASS

W.P.T.W.R.

VERT.

W.O.

W.P.W/O

WD.WANS.W/

STRUCT.

U.O.N.

V.C.T.VAC.

STOR.

U.L.

SUSP.

DTL. DETAILPLYWD.

FLUSH (FRAMING)

FACE OF MASONRY

FACE OF CONCRETEFINISHED OPENING

FIRE EXTINGUISHER CABINETFIRE EXTINGUISHER

EXTERIOR INSULATED FINISH SYSTEMEXPANSION JOINT

FL

FT.F.O.M.F.O.F.F.O.C.F.O.FLR.FLUOR.FLEX.

FIXT.FIN.F.E.C.F.E.FDN.F.D.FAST.F.A.

FLUORESCENT

FOOT/FEET

FACE OF FINISH

FLOOR

FLEXIBLE

FIXTUREFINISH

FOUNDATIONFLOOR DRAINFASTENEDFIRE ALARM

EXT.EXP.EXH.EXIST.EQUIP.EQENCL.ELEV.ELECT.ELEC.EL.E.J.E.I.F.S.EA.

DW

DWR.DWG.

ELEVATION

EXTERIOREXPANSIONEXHAUSTEXISTINGEQUIPMENTEQUALENCLOSURE

ELECTRICAL

EACH

ELECTRICALELEVATION

DISH WASHER

DRAWERDRAWING

S.F.SHLVS.

STL.STG.STD.SQ.SPEC.SK.SIM.SHT.

SCHED.

S.C.

SECT.

SCH.

R.W.C.R.O.RND

R.

REQ'D.RESIST.

RM.

RESIL.REINF.REF.REC.R.D.R.A.

PREFAB.PT.

PVCPTN.P.T.D.

P.P.PNL.

COUNTERTOP SEAM

CONCRETE MASONRY UNITCLEAR/CLEARANCE

BOTTOM OF JOISTS

CONTROL/CONSTRUCTION JOINT

CONT.

CSCONTR.

DN.DISP.DIM.DIA.DEPT.

CL

CONC.C.O.CMUCLR.CLG.

C.L.C.J.

CONTINUOUSCONTRACTOR

DISPENSERDIMENSIONDIAMETERDEPARTMENT

DOWN

CEILING

CONCRETECLEAN OUT

CLOSETCENTER LINE

BLDG.

BRKT.B.O.J.BLKG.

C.I.CER.CEM.CAB.

BDRMBETW

BD.

@

&

BUILDING

BRACKET

BLOCKING

CAST IRONCERAMICCEMENTCABINET

BEDROOMBETWEEN

BOARD

ANGLEAND

AT

NOM.

O.R.W.C.

PL.P.D.F.P.B.PAN.

OSB

OPT.

O.S.

O.F.O.J.O.C.

OPNG

OPP.OPN'G

O.H.

N.T.S.

MEMB.

MIN.

MTL.

NO.N.I.C.

M.L.

MET.MFR.

MANUF.

LVL

M.C.MECH.

MAX.MATL.

LT.L.P.

KNEE SPACEKICK PLATE

LAVATORYLAMINATEABOVE FINISHED FLOOR

AIR CONDITIONING

ALUM.A.F.F.ACOUSTACAB

ALUMINUM

ACOUSTICAL

ANCHOR BOLTKSK.P.

LAV.LAM.

SHEET NO.

INTERIOR ELEVATION

ELEVATION NO.

UA-3

213

VOID

SPECIFICATION TAG

146

DETAILENLARGEMENT

X-X

SECTION NUMBER

SHEET NUMBER

XX

X-X

DIVISION

ITEM NUMBER

SHEETNO.

BUILDING CORE & SHELL

RIGID INSULATION

WINDOW SYMBOL

HORIZONTAL SIZE (FEET, INCHES)

REVISION NUMBER

DOOR SYMBOL

VERTICAL SIZE (FEET, INCHES)

2

2868

ALUMINUM, ETC.METAL,

BATT OR BLOWN

BACKFILL

EARTH:UNDISTURBED

INSULATION

EARTH:

LIGHTWEIGHTCONCRETE

CAST STONE

CONCRETE

CAST IN PLACE OR

BRICK

CONCRETEMASONRY UNIT

PRE-CAST

XX

XX

X-X

DETAIL

LARGE SCALE

SMALL SCALEGLASS:

DATUM ELEVATION

FINISHCHANGE OF FLOORC.T.CPT.

FLAGSTONE OR SLATECUT STONE, BLUESTONE,

GRAVEL OR POROUS FILL

SECTIONNUMBER

NUMBER

SHEET NUMBER

SECTION

WOOD BLOCKING

CERAMIC TILE:

CERAMIC TILE:

GLASS:

AND PAD

LARGE SCALE

PROFILE

PLYWOOD:LARGE SCALE

CARPET

STONE: ROUGH-CUTOR RUBBLE

WOOD:FINISH

WOOD:ROUGH

RESILIANT FLOORING

PLASTER CEMENT,

CRUSHED STONE,

SAND, GROUT

STONEROCK OR

STUCCOREINFORCED

STEEL

METAL: SMALL SCALE

SMALL SCALE

WALL BOARDGYPSUM

PLYWOOD:

= 300 POUNDS / 4 SQUARE INCHES AT CENTER

= 60 P.S.F. (LIVE LOAD) + 10 P.S.F. (DEAD LOAD)







= 1150 PSI (REPETITIVE MEMBER USAGE)

= 2000 POUNDS / 20 SQUARE INCHES

WIND LOAD IMPORTANCE FACTOR (I) = 1.00

* WIND DESIGN PRESSURE (P)

* FOR ALL WALLS AND ROOF (ANY WIND DIRECTION) WINDWARD OR LEEWARD

WIND EXPOSURE CATEGORY

WIND DIRECTION

= 10 P.S.F.

= EXPOSURE B

= VARIES

F

.9500

.8282

.7550

.5000

.6875

ROOF SLOPE FACTOR (C ) SLOPED ROOF SNOW LOAD (P )

GROUND SNOW LOAD ( P )

FLAT ROOF SNOW LOAD (P )

SNOW EXPOSURE FACTURE (C )

SNOW IMPORTANCE FACTOR (I)

WIND LOADS

7.5:129:12

10:12

12:12 11:12

BASIC WIND SPEED

MAX. TOTAL LOAD

DEFLECTIONALLOWED

DEFLECTIONALLOWED

MAX. LIVE LOAD

SNOW LOADS

MICROLAM =b

Fb

= 0.7

Abbreviations

= 90 M.P.H.

15.9

10.514.4

= 1.00

19.917.4

= L/360 (HABITABLE SPACE)

= L/240 (ROOF)

Architectural Symbols

= 2925 PSI

= 30 P.S.F.

= 21 P.S.F.

CONCENTRATED LOAD DESIGN VALUES

UNIFORMLY DISTRIBUTED LOAD DESIGN VALUES

F DESIGN VALUES

WHIRLPOOL TUB

LUMBER =

PARALLAM =

GARAGE FLOOR

STAIR TREADS

b

ROOF

bF

SLEEPING ROOMS

GARAGE

DECKS

FIRST FLOOR

SECOND FLOOR

ATTIC

= 55 POUNDS PER SQUARE FOOT

= 2900 PSI

OF TREAD

P.S.F.

P.S.F.P.S.F.

P.S.F.P.S.F.

Load Calculations

CS COVER SHEET

A-1 FOUNDATION PLAN

A-2 FIRST FLOOR PLAN

A-3 SECOND FLOOR PLAN

A-4 EXTERIOR ELEVATIONS

A-5 FRAMING PLAN

A-6 FRAMING PLAN (CON'T)

A-7 LVL FASTENING SCHEDULE

A-8 TYPICAL WALL SECTION

A-9 GENERAL CONSTRUCTION NOTES

P-1 PLUMBING PLAN

E-1 FOUNDATION, FIRST & SECOND FLOOR ELECTRICAL PLAN

H-1 FOUNDATION, FIRST & SECOND FLOOR HVAC PLAN

1146 S.F.* SECOND FLOOR:

* TOTAL LIVABLE: 2295 S.F.

GARAGE:

SPACE

* FIRST FLOOR:

AREA (S.F.)

435 S.F.

1149 S.F.

BASEMENT: 1213 S.F.

Square Footages

Drawing List

Contact Persons

Construction Information

BUILDER LYNN BUILDERS LLC

STEPHEN C. YATES, P.E.

LOCATION:

USE GROUP:

CONSTRUCTION TYPE:

PROJECT NUMBER:

APPLICABLE CODE:

ISSUE DATE:

REVISED:

WH

2810AW

404

0LS

UP

5'-1

"

13'-5 1/2" 7' 13'-5 1/2"

29'-5 1/2" 4'-5 1/2"

22'-6

1/2

"7

'-5

1/2

"

9'-8"

38'-8 1/2"

11'-6 1/2"

2'

3'-1"

3'-1

1 1

/2"

14'-7

"1

3'-9

"

23'-0

1/2

"

9'-8" 9'-8" 9'-8"

30'

61'

33'-11" 6'-5 1/2" 20'-7 1/2"

3'-3

1/2

"5

'-8

1/2

"2

1'

61'

20'-4"6'-9"33'-11"

SUMP PIT

UNFINISHED BASEMENT

GARAGE SLAB UNEXCAVATED

4" CONCRETE SLAB ON 6MIL VAPOR BARRIEROVER 4" CRUSHEDSTONE

4" CONCRETE SLAB W/6X6 WWM ON 6 MIL

VAPOR BARRIER OVER4" CRUSHED STONE

W8 X 18 STEEL BEAM(39' - 4 1/2" LONG)

10" POURED CONCRETE WALLON 20" WIDE X 8" DEEPCONCRETE FOOTING

8" POURED CONCRETE WALLON 16" WIDE X 8" DEEPCONCRETE FOOTING

4" PERFORATED PVC PIPEUNDER SLAB AT PERIMETERCONNECTED TO SUMP CROCK

POTABLE WATER SUPPLY PENETRATION(LOCATION BY BUILDER)

SANITARY SEWER PENETRATION(LOCATION BY BUILDER)

HVAC

ANCHOR STRAPS @ 72" O.C. (MIN. 12" FROMCORNERS)

NOTE: ALL HARDWARE CONTACTING P.T. LUMBERSHALL CONFORM TO MANUFACTURER'S

SPECIFICATIONS

3 1/2" STEEL PIPE COLUMN (SCH. 40) ON 36"x 36" x 8" DEEP CONCRETE FOOTING W/ (3)

#4 BARS EACH WAY (TYP.)

BEAM SEAT W/ STEELBEARING PLATES

(TYP.)

EGRESS

SLOPE SLAB AT 1/8" PER FOOTTOWARDS O.H. DOOR

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1213 sq ft

9' WALLS

FOUNDATION FLOOR PLAN1/4" = 1' 0"

DN

SB3636

B183

6L

B1836L

B303

6

B4836

B4836

SB3636

B183

6L

B1836L

B303

6

B4836

B4836

W362424

W3024

W4842

W3042

W3042

DCW2442LW3342

3056SH 3056SH 6068 3030SH

3040SH

30

68

24

68

30

68

80

70

80

70

2040SH

2268

3056SH3056SH

2868

24

68

24

68

60

68

6068 2468 4168 3068

36

68

3056SH3056SH5468MU3056SH3056SH

36

30

UP

GAS FIREPLACEINSTALLED PER MANUFACTURER SPECIFICATIONS (DIRECT VENT)

5'-6"10'5'-6"3'-0 1/2"3'-3" 6'-2" 2'-8 1/2" 4'-10" 3'-3 1/2" 4'-3" 6'-2" 3'-3" 3'-0 1/2"

5'-9

"9

'-6

"5

'-9

"

14

'-1

1 1

/2"

15

'-0

1/2

"

8'-4

1/2

"7

'-3

1/2

"2

'-5

1/2

"1

0 1

/2"

4'-2"

3'-2

1/2

"

3'-1" 4'-7" 3'-1" 2'-4"

4'-9 1/2" 1'-7"

4'-5" 8'-8" 7'-0 1/2" 8'-11 1/2" 4'-10"

7'-3

"

4'-3

1/2

"7

'-6

1/2

"

6'-0 1/2" 5'-9 1/2"

3'-3

1/2

"

30

'

5'-1

"5

'4

'-1

0 1

/2"

2'

5'-8

1/2

"2

1'

33'-11" 6'-4 1/2" 20'-8 1/2"

63'-4"

21'6'-1"33'-11"2'-4"

GARAGE

DINING

LIVING

FAMILY

KITCHEN

MUD ROOM

POWDER

R.O. 36 1/4" x 66"

R.O. 24" x 48"

R.O. 36 1/4" x 48"

2 x 6

PORCH

DOUBLE 2x4 WALL

PANTRYKIT CHEN

LAUNDRY

CL CL

2 x 6

2 x 6

FOYER

HEADER NOTEHEADERS LESS THAN5' TO BE 2-2x10 SPF #2OR BETTER, 1 JACKAND KING STUD(U.N.O.)

HEADERS GREATERTHAN 5' TO BE 3 1/2" x9 1/4 " LVL, 2 JACKSAND 1 KING STUD(U.N.O.)

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1149 sq ft

9' CEILING

FIRST FLOOR PLAN1/4" = 1' 0"

DN

SB

3036

SB

3036

SB

3636

SB

3636

SB

3036

SB

3036

SB

3636

SB

3636

5068

306

8

3050SH

3050SH3050SH3040SH3050SH3050SH

3050SH 3050SH 2640SH

2868

24685068 2868

2668

206

8

2668

2868

286

8

2868

466

8

4'-4 1/2"

6'-1

1 1

/2"

2'-5

1/2

"9

'-8

1/2

"

6'-10"

3'-8" 2'-1"

3'-1"

2'-9

1/2

"

8'-1

"3

'-8

1/2

"

5'-1

1/2

"6

'-4

1/2

"

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

1'-6 1/2"

5'-1

1"

3'-7

"

9'-11"

10'-5

"

4'-2"1'-8"1'-11"

4'-0 1/2"

3'-6 1/2"

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

8'-7" 3' 11'-3 1/2" 3'1'-8 1/2"

1'-11 1/2"

30'

11'-9

1/2

"

2'-3

1/2

"2

'-3

1/2

"

13'-7

1/2

"

3'-3

1/2

"1

5'-1

1/2

"9

'-7

"2

'

40'-3 1/2"

6'-4 1/2"12'-1 1/2"9'-1 1/2"12'-8"

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

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

135°

135°

135°

135°

135°

135°

MASTER BDRM

CL CLOSET

BEDROOM 2BEDROOM 3

BEDROOM 4

HALL

BATH

CL

FULL STUD BAY FORMECHANICALS

R.O. 36 1/4" x 60 1/4" R.O. 36 1/4" x 48"

R.O. 30" x 48"

MASTER BATH

CL

CL

CL

CL

HEADER NOTEHEADERS LESS THAN5' TO BE 2-2x10 SPF #2OR BETTER, 1 JACKAND KING STUD(U.N.O.)

HEADERS GREATERTHAN 5' TO BE 2-2x10SPF #2 OR BETTER, 2JACKS AND 1 KINGSTUD (U.N.O.)

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1146 sq ft

8' CEILINGS

SECOND FLOOR PLAN1/4" = 1' 0"

44"

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1/4" = 1' 0"

1/4" = 1' 0"

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1/4" = 1' 0"

7

12

1/4" = 1' 0"

TOP OF FTG

TOP OF FND

1ST FLOOR

2ND FLOOR

TOP OF PLATE

TOP OF PLATE

9'-0

"9

'-1

"8

'-1

"

LEFT ELEVATION

RIGHT ELEVATION

REAR ELEVATION

FRONT ELEVATION

16"

16"

2x8 joists 16" OC

2x10 joists 16" OC

DB

L

TRIPLE 2x10 FLUSH BEAM

DB

L

16"

2x10 joists 16" OC

DB

L

DB

L

DBL

DBL

DB

L

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1/4" = 1' 0"

FIRST FLOOR FRAMING

1/4" = 1' 0"

SECOND FLOOR FRAMING

A-5

2x8 RAFTERS @ 16" O.C.

2x8 RAFTERS @ 16" O.C.

2x10 RIDGE

54 1

/2"

22 1/2"

2x8 joists 16" OC

R.O. DIMENSIONS

2 X 8 CEILING JOIST

STRONG BACK DETAIL

2 X 6

SOLID BLOCKING ON EACH END

RAFTER TIE @ EA. JOIST

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1/4" = 1' 0"

ROOF FRAMING

1/4" = 1' 0"

ATTIC FRAMING

GARAGE ROOF DETAIL

2" x 10" RIDGE

2" X 4" CROSS BRACE@ EVERY OTHER RAFTER

2" X 8" ROOF RAFTER

2" X 4" STRUT @ EVERYOTHER CEILING JOIST

2" X 8" CEILING JOIST

STRONGBACK - SEE DETAILSHEET A-6

5.

9.

10.

8.

7.

6.

4.

15# FELT SHOULD BE INSTALLED

HORIZONTALLY W/ MIN. 2" STANDARD

OVERLAP STARTING AT THE BOTTOM

AND WORKING UPWARD

MANUFACTURED STONE VENEER.

PIECES NEED TO HAVE 1/2" MIN. OF

TYPE "S" MORTAR (2\ P SAND- 1P TYPE

"S" MORTAR) SCRATCHED TO BACK OF

PIECES W/ EDGES BUILT UP TO \",

THEN PRESSED INTO SCRATCH COAT

W/ MOVEMENT TO INSURE GOOD

BOND (MORTAR JOINTS BETWEEN

STONE SHOULD BE \" MIN.)

SCRATCH COAT SHOULD BE MIN. OF \"

THICK,THEN ROUGHED WITH SCAFIRE

(TYPE "S" MORTAR SHOULD BE USED

W/ 2\ P SAND - 1 P MORTAR)2.5 GA. GALV. WIRE LATH SHOULD BE

INSTALLED W/ 1" GALV. ROOFING

NAILS. NAILS TO BE 4"APART AT 16"

OC

1/2" MINIMUM 4-PLY CDX PLYWOOD

SHEATHING ON 2"x4" WOOD STUDS AT

16" OC WITH R-19 WALL INSULATION

MANUF. STONE VENEER

INSTALLATION DETAIL

TM

for 4' on each side of cantilevered area.

detail F2) required at cantilevers and continuing

X-bridging or Wood I Beam blocking panels (see

L

L/4 max.*

Wood I Beam joists

Note : Protect

from the weather.

C1

For allowable wall/roof loads on

CANTILEVER, UNREINFORCED

cantilever, use chart on p. 26 of G-P ProductGuide, or contact Georgia-Pacific.

Uniform

loads only

or FiberStrong rim board.23/32" APA rated sheathing

B) If no loads are placed on end of cantilever, max. cantilever length is 4'-0".

For other conditions contact Georgia-Pacific.

A) If end of cantilever supports wall/roof loads, max. cantilever length is 2'-0".

* Cantilever length may not exceed 1/4 the adjacent span (L). In addition:

full depth of the joist. Nail with 8d nails at 6" o.c., top and bottom flange.

face grain horizontal ) required on one side of joist. Depth must match the

Note: FiberStrong rim board or 48/24 APA rated sheathing (min. thickness 23/32",

or FiberStrong rim board23/32" APA rated sheathing

Single Sheathing ( Option I)CANTILEVER, REINFORCED C2

2'-0" max.

2'-0"


detail F2) required at cantilevers and continuingfor 4' on each side of cantilevered area.

joist to carry concentrated load.

top flange and gap at bottom. Verify adequacy of

Use when concentrated loads exceed the values

Install stiffeners per detail F18 but tight against

in the chart.

from above

Concentrated load

WEB STIFFENERSF20

concentrated load exceedsWeb stiffeners required if

1500#

1500#

1420#

1120#

all series

16"

14"

11 7/8"

9 1/2"

1" max.1/4" min. bottom flange

stiffener &

gap between

Joist Depth

WOOD I BEAM RIM JOIST

joist bearing

Minimum 1 3/4"

flange of joist with 10d nail:

Toe-nail rim joist to top

Vertical load transfer = 2000 plf max.F3

Wood I Beam

rim joist

TM

Note D, p. 18 G-P Product Guide.)

design professional's specs.,but complying with installation

8d nails at 6"o.c. (or per

For siding use backer block

per F13.

(2) 2X8(2) 2X83 1/2" / 11 7/8"

at 12" o.c., clinched when possible. Stagger rows from opposite

Block solid between joists for full length of span.

Leave 1/8" gap between top of filler blocking and bottom of top flange.

Place joists together and nail from each side with 2 rows of 10d nails

Support back of web during nailing to prevent damage to

4)

sides by 6".

3)

2)

1)web-flange connection.

16"

14"

(2) 2X8

(2) 2X8

(2) 2X12

(2) 2X10

2x8 + 3/8" plywood/OSB

1 3/8" (total thickness) x 6"

Use in details F12, C4 & R7Regular Filler Blocking







11 7/8"

2 1/2" / 11 7/8"

2 5/16" / 9 1/2"

14"

16"

11 7/8"

14"

Flange / Depth

1 3/4" / 9 1/2"

Joist









Use in details F13 & F14Full-depth Filler Blocking

1/8" gap

12"

(Not required if both loaded equally from above)DOUBLE JOIST CONSTRUCTION

Filler blocking

F11

23/32"

* Minimum width 2 5/16"

WI 40 , 60

GPI 65

GPI 40

WI 80 1 1/2"

1/2" + 1/2"

1/2" + 1/2"

7/8"

2"

3-12d

3-10d

3-10d

3-10d

BEARING STIFFENERS

STIFFENER SIZE *JOIST

GPI 20

F18

2"

3-10d

NAILS

- Birdsmouth cuts.

Clinch nails when possible

Tight fit

Stiffener (plywood, OSB, 2x4)

- Hangers with side nailing.

- Hangers with sides not containing

top flange of joist.

each side at:

Gap (1/4" +)

Check local building code for appropriate detail in areas of high lateral load.

support

at bearing for lateral

or x-bridging required

Note: Wood I Beam blocking

BEVEL CUT JOISTF8

joist beyond insideface of support.

Do not bevel cut

* Non-stacking walls require additional consideration.

Load bearing wall must stack over

Vertical load transfer = 2000 plf max. along bearing wall

BLOCKING PANEL, INTERIOR

blocking and wall or beam below.*

8d nails at 6"o.c. (or per

Note D, on p. 18 of Product

but complying with Installationdesign professional's specs.,

Guide).

- for lateral support when joists meet over wall, or - for vertical load transfer when load bearing

wall stacks directly over wall or beam below

Required on interior walls :

F9

bearing wall exist above.

When joists meet over wall, provide 1 3/4" minimumbearing for both joists and install blocking panel

to support both joists. Blocking panels not requiredwhen joists are continuous over wall and no load

Load bearing wall must stack over squash

* Non-stacking walls require additional consideration.

blocks and wall or beam below.*

Vertical load transfer = 2000 plf max along load bearing wall.

SQUASH BLOCKS AT INTERIOR BEARING

of high lateral load.

Check local building code for appropriate details in areas

Bearing wall, G-P Lam LVL or Glulam Beam

(2x4 minimum)

Squash block

F10

8d nails

1/16"

side at bearing.sinker nail eachOne 10d box or

G-P Lam LVL or

Glulam Beam

JOIST TO BEAM CONNECTION

stiffener requirements.

detail F18 for bearing

be substituted. See

mount hangers may

* Appropriate face

hangers *Top mount

A

F15

Steel Beam

B

flush with inside face of beam.

Bearing plate. Keep plate

Top mount hangers *

JOIST TO BEAM CONNECTION, STEP DOWN

APA Rated Sheathing

or STURD-I-FLOOR

requirements.for blockingSee detail F7

Hanger

G-P approved

Sheathing or

APA Rated

23/32" 48/24

8d nails.

rim.

F17

Glulam Beam

G-P Lam LVL or

Bearing stiffeners may be required at hangers.

(See detail F18)

JOIST TO BEAM CONNECTION, STEP DOWN

sheathing attachment

Ledger for floor

F16

G-P Lam LVL or

Glulam Beam

Note: Bearing stiffeners

(see detail F18)

may be required.

Hanger

4'-0" m

ax.2x8 min. (designed by others)

nailed to backer block & web with

2 rows of 10d nails at 6" o.c.

and clinched when possible.

L

Uniform

loads only

Load bearing wallnot allowed.


detail F2) required at cantilevers and continuing


CANTILEVER, DROPPEDC5

6"1 1/2 x L

4'-0" m

in.

Backer block depth (see detail F13) to

match that of full-depth filler blocking

(see detail F11). Install backer tight to

bottom flange. Nail with 2 rows of 10d

3"

2"

nails at 6" o.c. and clinch.

NOTES:

1 3/4" + 3 1/2"

Screws for 3-ply and 4-ply members must be from both sides of beam.

Screws are USP WS series or Simpson Strong-Tie SDS installed per manufacturer instructions.

B (Nails)THREE ROWS 12" O.C.

LVL FASTENING SCHEDULE

Confirm adequacy of the beam (depth and number of pieces) for carrying the

designated load.Stress level for nail and bolt values is 100%. Increases of 15% for snow loaded or 25%for non-snow loaded roof conditions are permitted.Top and bottom row of connectors should be 2" from edge.Bolt holes are to be the same diameter as the bolt. Every bolt must extend throughthe full thickness of the member. Use washers under head and nut.For three-piece member, specified nailing is from the each side.To minimize rotation, four-piece members should only be used when loads are appliedto both sides, or completely across the top of the member.Four-piece members must be bolted or attached with 6" screws from both sides.Floor joists must be attached with approved metal hangers.

1 3/4" Multiple Plies

TWO ROWS 12" O.C.A (Nails) & F (Screws)

12" o.c.

2 PLY(2A Connection)(3B Connection)

3 PLY 4 PLY(4E Connection)(4C Connection)

4 PLY 2 PLY(2A Connection)

Either or Both Outside Pieces

Maximum Uniform Load Applied to

(Pounds per lineal foot)

Pieces

Member2 ROWS

12" o.c.

505

380

Not Permitted4

3

2

570

3 ROWS

12" o.c.

760

16d NAILS

inA B

SCREWS (Note 9)

2 ROWS

24" o.c.

500

375

330

380

340

2 ROWS

24" o.c.

505

675

760

2 ROWS

12" o.c.

1015

1/2" BOLTS

C D

665

745

995

2 ROWS

12" o.c.

FE3.

2.

1.

TWO ROWS 12" O.C.D (Bolts) & F (Screws)

C (Bolts) & E (Screws)TWO ROWS 24 IN. O.C. STAGGERED

12" o.c.24" o.c.

(4E Connection)3 PLY

(3C Connection)2 PLY

3 1/2"

12" o.c.

bearing, typical for all wood bearings.

1 1/2" from end. Drive nails at an angle to To avoid splitting flange, start nails at least

One 10d box or sinker nail each side at

ATTACHMENT AT END BEARING

prevent splitting of bearing plate.

F1

1 1/2" min.

at all floor and roof details1 3/4" minimum bearing length

BLOCKING PANEL, EXTERIOR

blocking panel

Vertical load transfer = 2000 plf max.

Wood I Beam

F2

TM

fessional's specs., but complying with

Installation Note D, p. 18 G-P Product Guide.)

8d nails at 6"o.c. (or per design pro-

3 rows of 10d nails at 12" o.c. from each side; offset opposite side nailing by 6" o.c. Clinch nails when possible.

of 10d nails at 12" o.c. from each side; offset opposite side nailing by 6". For flange widths greater than 2 1/2", use

Note: Block together full length with full-depth filler blocking. See detail F11 for filler size. Use 2 rows

or FiberStrong rim board23/32" APA rated sheathing 6"

Double Joist ( Option III)CANTILEVER, REINFORCED C4

2'-0" max.

4'-0"


detail F2) required at cantilevers and continuingfor 4' on each side of cantilevered area.


BLOCKING PANELS USED FOR BRACING

Use 8d nails at 6" o.c.

least 4' every 25' of wall length.of 4' at each building corner and atBlocking panels installed for a minimum

F7

(plywood or OSB) rim provides 1000 plf vertical

2x4 min. squash blocks as shown in detail F4

joist depths up to 11 7/8" unless used with

Plywood or OSR rim allowed only withload transfer (two layers = 2000 plf).

in G-P Product Guide.

Single layer 23/32" 48/24 APA rated sheathing

JOIST SPACING BELOW PLUMBINGP2

Tub above

avoid plumbing interference.

Joist may be shifted up to 3" to

Equal

3" max.

Equal

(regular filler)

Assemble double joist per detail F11.

Depth Material Joist

9 1/2", 11 7/8"

9 1/2", 11 7/8"

9 1/2", 11 7/8"

11 7/8", 14", 16"

* Block must be long enough to permit required nailing without splitting.

WI 40 & 60

WI 80

GPI 65 14", 16"

GPI 40

GPI 20

14"

1/2" + 1/2" plywood/OSB


2x8

7/8" plywood/OSB

7/8" plywood/OSB

23/32" plywood/OSB

6"

7 1/4"

7 1/4"

6"

7 1/4"

6"

FLOOR OPENING, TOP MOUNT HANGERSF12

Backer block (use if hanger load exceeds 250#)

the backer will fit. Install backer tight to top

Before installing a backer to a double joist, drive

flange. Use 10-10d nails, clinched when possible.

an additional 3-10d nails into the web where

Backer blocks*

A B

(full-depth filler)

Assemble double joist per detail F11.


*Block must be long enough to permit required nailing without splitting.

14", 16"GPI 65

WI 8016"

11 7/8", 14"

GPI 40

GPI 20

40 & 60

9 1/2", 11 7/8"

14"

9 1/2", 11 7/8"

9 1/2", 11 7/8"WI

Joist

10 3/4", 12 3/4"

12 3/4"8 5/8", 10 3/4"1 1/2" net

10 3/4"

6 1/4", 8 5/8"

6 1/4", 8 5/8"

6 1/4", 8 5/8"

23/32" plywood/OSB

7/8" plywood/OSB

Material

Backer blocks*

Depth

FLOOR OPENING, FACE MOUNT HANGERSF13

the backer will fit, clinched when possible. Install

Before installing a backer to a double joist, drive

backer tight to top flange. Use 10-10d nails,

an additional 3-10d nails into the web where

clinched when possible.

Backer block :

sides of web.

(See detail F18)

be required at hangers.

Bearing stiffeners may

A B

Backer blocks both

Minimum 12-10d nails into LVL header

Nailing Requirement

STRINGER TO JOIST CONNECTION

For stringers longer than 14' or stringer reactions exceeding 700#, call G-P.

Simpson Strong-Tie THA218

USP (Kant-Sag ) MSH218

Hangers

OR

4-10d x 1 1/2" nails into stringer.

or double joists. Minimum

Double Wood I Beam construction per detail F11

(full depth filler). Backer blocking size and

installation per detail F13.

F14

To prevent excessive I-joist bevel cut per detail F8

Wood I Beam

blocking panel

RAISED RAFTER BEARING

Vertical load transfer = 2000 plf max.

F21

Nailing per code

8d nails at 6"o.c. (or per design pro-

Installation Note D, p. 18 G-P Product Guide.)

fessional's specs., but complying with

Birdsmouthed rafter

SQUASH BLOCKS AT CONCENTRATED LOADS

Solid block all posts from above to bearing belowwith equal number of squash blocks

F19

1/16" gap

Chart dimension

Joist Spacing

Parallel to wall

JOIST SPACING BELOW PLUMBING WALL

WI/GPI 60

WI 80 7"

GPI 20

WI/GPI 40

Joist 5 1/2"

6"

6"

2x4 Wall

P1

interference.

to 3" to avoid plumbing

Joist may be shifted up

9"

7 1/2"

8"

8"

2x6 Wall

bearing only.Non-load

grain horizontal) required on both sides of joist. Depth must match the full depth of the joist.

Note: FiberStrong rim board or 48/24 APA rated sheathing (min. thickness 23/32", face R

or FiberStrong rim board23/32" APA rated sheathing

R 2'-0" max.

CANTILEVER, REINFORCED C3Double Sheathing ( Option ll )

Nail with 8d nails at 6" o.c. Offset nailing on

opposite side of flange to avoid splitting.

5"

2'-0" 2"

6"

6"

6"


6"

NAILING PATTERN

X-bridging or Wood I Beam blocking panels (seedetail F2) required at cantilevers and continuing

6"

3-8d nailsat corners

rim board G-P FiberStrong

R

RIM BOARD CLOSUREVertical load transfer = 4850 plf

FIBERSTRONG

diaphragm nailing

rim board for

or FiberStrong

* Optional blocking

R

F5R

bottom flange8d nail top and

toe-nail to plate, typical8d nails at 6" on center

1/2" sheathing

Siding


See detail F7 for blocking requirements.

SQUASH BLOCKS & SINGLE RIM JOIST

(2x4 minimum)

1/16"

F4

rated sheathing

23/32" 48/24 APA

Squash blocks

R

along load bearing wall based on bearing Vertical load transfer = 2000 plf max.

stress of 390 psi.

8d nails

8d nail top and

toe-nail to plate, typical

8d nails at 6" on center

rim board G-P FiberStrong

bottom flange

R

DECK ATTACHMENTF6

and over siding

Fill holes with high quality caulking.

in FiberStrong rimboard.

and therefore should be avoided.the lateral resistance of the screwOver-torquing can significantly reducea wrench, not by driving with a hammer.inserted in a lead hole by turning withCAUTION: The lag screw should be

lag screws). 350# per bolt.with washers and nuts (or 1/2" x 4"1/2" diameter x 4" through bolts

2x_ PT ledger attached with

Lower fastener may alternately be located

1/2" sheathing

flashingMetal

2" (min.)

Extend flashingbelow 2x_ ledger

steel washersfor spacers

2-4 galvanizedor stainless

2x_ PT ledger

rim boardG-P FiberStrong

Sheathing

R

* Maintain 2"

rimboardof FiberStrongall edges/ends minimum from

NOTCH NOT GREATER THAN

50% OF PLATE WIDTH

TOP PLATES

PIPE

PLATE NOTCHING FOR

EXTERIOR AND BEARING WALLS

18 GA. x 1\" WIDE METAL TIE

ACROSS NOTCH NAILED TO EACH

SIDE OF NOTCH WITH 8-16d NAILS

EACH SIDE

STUD

TO EDGE

INTERIOR NON-BEARING

WALL:

BORED HOLE MAX.

DIAMETER 40%OF STUD

DEPTH

2"x4": 1.4"

2"x6": 2.2"

NOTCH MUST

NOT EXCEED

25% OF STUD

DEPTH

BORED HOLES SHALL

NOT BE LOCATED IN

SAME CROSS SECTION

OF CUT OR NOTCH IN

STUD

IF HOLE IS BETWEEN 40% AND 60%

OF STUD DEPTH, THEN STUD MUST

BE DOUBLED AND NO MORE THAN

TWO SUCCESSIVE STUDS ARE

DOUBLED AND SO BORED

(2"x4": 1.4-2.1") (2"x6": 2.2-3.3")

NOTCHING AND BORING HOLE LIMITATIONS

FOR INTERIOR AND EXTERIOR, BEARING AND NON-BEARING WALLS

1 - SUPPORT BACK OF WEB DURING NAILING TO PREVENT

DAMAGE TO WEB-FLANGE CONNECTION.

2 - LEAVE 1/8" GAP BETWEEN TOP OF FILLER BLOCKING AND

BOTTOM OF FLANGE.

3 - BLOCK SOLID BETWEEN JOISTS. FILLER NEED NOT BE ONE

CONTINUOUS LENGTH, BUT MUST EXTEND THE ENTIRE

LENGTH OF THE SPAN.

4 - PLACE JOISTS TOGETHER AND NAIL FROM EACH SIDE

WITH TWO (2) ROWS OF 10d NAILS AT 12" OC CLINCHED WHEN

POSSIBLE. STAGGER ROWS FROM OPPOSITE SIDES BY 6".

DO NOT

DO

DO

DO

DODO NOT

DO NOT

DOUBLE

JOIST

CONSTRUCTION

DO

DO

DO NOT

DO NOT BEVEL

CUT JOISTS

BEYOND INSIDE

FACE OF WALL

RAFTER

I-JOIST BLOCK'G OR RIM

B'D REQ'D AT BEAR'G FOR

LATERAL SUPPORT

EXTEND FLOOR SHEATHING TO

OUTSIDE FACE OF WALL

RAFTER

RAFTER

HANGER

FILLERBLOCKING

DO NOT

HANGER I-

JOISTS BY

TOP FLANGE

OR WEB

RIM BOARD

HANGER

DO NOT CUT

OR NOTCH

FLANGES

ALL WORK TO BE PERFORMED INACCORDANCE WITH THE 2009INTERNATIONAL RESIDENTIAL CODE

3/16"

1/16"

0'

0'

3/4"

0'

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SHEET:

SCALE:

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DATE:

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3/15/2017

10" THK. CONCRETE FOUNDATION

IN CRUSH STONETIED TO SUMP

3" DIA. PERF. DRAIN SET

4" CRUSHED STONE6 MIL. POLY. VAPOR BARRIER

TYP. CONC. SLAB CONSTR.4" CONC. SLAB

CONTROL JOINT AT CL. OF FLR. & OFFSETS

TOWNSHIP AUTHORITY)REQ'D. BY CODE OR LOCALAND DISCHARGED TO SUMP CROCK OR DAYLIGHT (AS

OPTIONAL 4''~ PERF. DRAIN SET IN CRUSH STONE

DAMP-PROOFING

WALL ON 20" X 8" CONT CONCFTG, SOIL BRG. MIN. 3000 PSF

UN

BA

LA

NC

ED

FIL

L

MA

X H

T.

OF

VARIES

WOOD BASE (TYP.)

GLUED & NAILED TO FLOOR JOISTS

1/2" GWB CEILING (TYP.)

R-19 BATT INSULATION

FOR EACH 8'-0" SPAN )(W/ AT LEAST ONE LINE OF BRIDGING

FLOOR JOIST

1/2" GWB CEILING (TYP.)

3/4" SUBFLOOR T&G

TYP. FLR./CLG. CONSTR.

AS REQUIREDPROPER VENT

OR BLOWN INSULATION (TYP.)R-38 BATT INSULATION

12

ANCHOR STRAPS AT 4'-0" O.C.

2 X 6 P.T. SILL PLATE PER PLANSILL SEALER W/ APPROVED GALV.

REFERENCE ELEVATION FOR TRIM

AND 12" FROM ENDS

TYP. EXT. FRAME WALL CONSTRUCTION

SIDING FINISH

HOUSE WRAP7/16" OSB SHTHG. 32/16 SPAN APA2X4 WD. STUDS @ 16" O.C.BATT. INSUL. R-131/2" GWB INT. FINISH.

ALUM. GUTTER ON2X6 FASCIA, ALUM. WRAP.

TYP. ROOF CONSTR.

TYP. SOFFIT CONSTR.ALUM. DRIP EDGE

CLASS 'A' FIRE RATED 30 YR.FIBERGLASS ROOF SHINGLES15# ROOF FELT PAPER1/2'' EXT. SHEATHING W/ 32/16 SPAN

FLOOR JOIST

R-19 BATT INSULATION

CONTINUOUS VENTED VINYL SOFFIT

10

1/2"

1

1/2"

9'-0

''

7'-0

''

8''

TYPICAL WALL SECTION

W/ S.S.T. H25 HURRICANE CLIPS AT EACH RAFTER

TYPICAL OF ALL FLOORSRIM BOARD

SIDING PER PLAN

R-11 CONT. INSULATION FROM TOP OF WALL

PROVIDE STEEL REINFORCING AS PER TABLE AT LEFT

RE

VIS

ION

TA

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ER

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ISE

D B

YD

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CR

IPT

ION

SHEET:

SCALE:

T.M

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52

-10

-93

HE

CK

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ST

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HIL

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HIP

BU

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3/15/2017

2' 0"

MIN.

2 LAYERS OF UNDERLAYMENT

CEMENTED TOGETHER OR

WATERPROOFING MEMBRANE

ICE DAMAGE PROTECTION DETAILNTS

11

0/2

1/1

4S

YP

ER

RE

VIE

W

3' 0"

MIN.

ALL WORK TO BE PERFORMED INACCORDANCE WITH THE 2009INTERNATIONAL RESIDENTIAL CODE

SITEWORK

1 All earthwork compacting and supervision shall be done per recommendations of

a soil investigation report. Concrete slab and footing bearing calculations are

based upon a 2000 psf value. If site test borings are conducted and indicate a

lesser value the Designer is to be notified so that the necessary structural

modifications can be made.

2 Footing depths are shown on the sections unless otherwise noted. Footings shall

bear a minimum of 1'-0" into original undisturbed soil and a minimum of 3'-0"

below finished grade.

3 Exterior perimeter foundation drain shall be a 3" PVC drain tile to be located at the

bottom of the concrete footings at basement perimeter walls. Drain tile to be set

on 2" gravel bed with 6"-8"gravel cover and should drain to daylight or sump pit.

Install where required by local code.

4 Interior perimeter foundation drains to be 3" PVC drain tile set in 4"of crushed

stone and should drain to daylight or sump pit.

5 All backfill at structures, slabs, steps and pavements shall be clean granular fill.

Place in 8" lifts and compact to 95% maximum dry density. Backfill shall be

brought up equally on each side of walls.Do not backfill until walls have cured and

are adequately braced or first floor deck has been secured.

6 Radon mitigation: 3" vertical PVC radon vent pipe shall be installed from

basement ceiling up to attic floor for potential future use.

CONCRETE/FOUNDATIONS

1. The concrete properties shall be as follows (min. comp. strength):

1.1. Basement walls and foundation not exposed - 3,000 psi

1.2. Basement slabs and interior slabs on grade, except garage floor slabs -

3,500psi

1.3. Basement walls, foundation walls, exterior walls and other vertical concrete

surfaces exposed to the weather - 3,000 psi

1.4. Driveways, curbs, walks, patios, porches, carport slabs, steps and other flat

work exposed to the weather and garage floor slabs - 3,500 psi

1.5. Note: Garage floors with a steel trowel finish, reduction of the total air

contentto not less than 3% is permitted if the specified compressive strength of

theconcrete is increased to not less than 4,000 psi. Concrete in these locations

which can be subjected to freezing and thawing during construction shall be of air-

entrained concrete of not less than 5% or more than 7% by volume of concrete.

2. Concrete work shall conform to all requirements of section 4.2.3 of ACI-318

as permitted for structural concrete in residential structures.

3. Protective cover for reinforcing shall shall be as follows: Footings - 3"/Beams

and columns - 2"/Slab - 3-4"/Walls - 1" at interior face, 3" at exterior face.

4. All reinforcement, anchor bolts, pipe sleeves and other inserts shall be

positively secured in place before concrete is placed.

5. Slab-on-grade at living spaces shall be 4" thick reinforced with 6x6 10/10

welded wire fabric and shall be placed on 6 mil ply vapor barrier on 4" crushed

stone or 4"sand unless otherwise noted.

6. Slab-on-grade at garages shall be 4" thick with 6x6 10/10 welded wire fabric

and shall be placed on 6 mil poly vapor barrier on 4" crushed stone or 4" sand

(U.O.N) Provide 6 mil poly vapor barrier when living space is above garage

(U.O.N.).

7. Slab-on-grade at basements shall be 4" thick with 6 mil poly vapor barrier

(U.O.N.)

8. Basement and garage slabs shall have control joints placed at a maximum

spacing of30'-0" in each direction and at points of offsets. Joints in concrete slabs

orbetween slabs and foundation walls shall be sealed w/caulk or sealant in

accordance w/ the manuf. recommendations. Control joints shall be one-fourth the

thickness of the slab, and can be omitted if welded wire fabric is installed.

9. Concrete contractor shall install (1) ½" dia. Galvanized mudsill anchor bolt at

6'-0"o.c. max. with a minimum of (2) per plate and not more than 12" from the end

of plate sections and shall extend a minimum of 7" into the concrete or grouted cells

of concrete masonry units.

10. Concrete contractor shall install a PVC sump pit per the foundation plan with

a minimum distance of 8" and a maximum distance of 24" from the foundation wall

to the sump pit edge, 18" diam. X 24" deep with lid. Sump to be connected to

perimeter drain.

11. Concrete contractor shall fill with caulk or sealant all control joints, isolation

joints,construction joints and any other joints in concrete slabs and foundation walls

with polyurethane caulk or other elastomeric sealant applied in accordance with the

manufac. recommendations.

12. Concrete footing shall be a min. of 8" thick with 2" x 4" keyway or #4 bar

vertical 24" high and 6" horizontal LLV at 48" o.c. spacing.

13. Plumbing pipes passing through the foundation wall or under footing shall be

provided with a relieving arch or sleeve. The sleeve should be 2 sizes larger than

the pipe passing through and shall have neoprene donut seals around the pipes

with water plug on both sides.

14. Concrete foundation walls at uninhabitable spaces are to be damp-proofed

using an approved bituminous material applied at the recommended rate.

15. Concrete foundation walls at habitable spaces are to be waterproofed using

either2-ply hot mopped felts, 6 mil polyvinyl chloride, 55# roll roofing or other

approved methods.

MASONRY

1. Solid masonry walls to have "Dur-o-wall" (or approved equal) truss ties

at16" o.c. vertically above grade and 8" o.c. vertically below grade.

2. Brick veneer walls to have non-corrosive metal ties at 16" o.c. vertically

and horizontally extending into veneer a min. of 1 ½" with not less than

5/8" of mortar or grout cover to outside face and weep holes at 24" o.c.

at base of flashing.

3. Provide at least 8" of solid masonry under concentrated loading

conditions.

4. All mortar shall be type "M", per specifications with a minimum

compressive strength of 2,500 psi at 28 days.

5. Metal shields shall be installed at beam pockets where basement wood

girders are in contact with concrete/masonry. Wood girders shall have

½"clearance on tops, sides and ends.

6. Provide rubber or galvanized metal flashing at all areas indicated on

place where lumber is in contact with concrete or masonry.

7. Provide water-resistant barrier of one layer 15# felt, free from holes and

breaks, complying with ASTM D for Type 1 felt or other approved water-

resistant barrier shall be applied over studs or sheathing of all exterior

walls.

STEEL

1. Structural steel shall conform to the requirements of the 9th edition of A.I.S.C.

Manual of Steel Construction; Structural steel shall conform to ASTM A-36.

2. Provide base plate for all structural steel beams bearing on concrete or

masonry. Provide standard angle anchors and inserts, ties, clips, anchors,

straps, hangars, bolts and other hardware and fastening devises as may be

required.

3. Steel Columns are to be constructed of min. 3" dia. schedule 40 pipe

manufactured in accordance with ASTM Grade B or equal.

FINISHES

Gypsum Wallboard

1. All gypsum wallboard shall be installed in accordance with the provision of

the2009 IRC, latest edition.

2. All edges and ends of gypsum wallboard shall occur on the framing members

except in concealed spaces where fire resisting construction is not required.

3. 2009 IRC Integral Garage Dwelling - Private garages located beneath rooms

indwelling units shall be separated from the adjacent interior spaces by fire

partitions,floors and ceiling with not less than (1) layer of 5/8" type "x" gypsum

board or equivalent. Where garages are located beneath non-habitable rooms

they shall be separated with not less than ½" gypsum board or equivalent.

Provide fire partitions between all walls and ceilings that communicate with the

dwelling unit per Township ordinances.

4. Install ½" durarock cement board on all walls surrounding tubs and showers in

all bathrooms. Extend board 6" beyond end of tub or shower.

MECHANICAL

1. All work shall be in full accordance with the 2009 International Mechanical Code

and regulations of the governing agencies.

2. Mechanical subcontractor to submit shop drawings indicating duct

layouts,condenser locations duct sizes, etc. to builder prior to installation

3. All duct work to be installed in accordance with the latest applicable standards.

4. At least one programmable thermostat per dwelling unit shall be capable of

controlling the heating and cooling system on a daily schedule to maintain

different set points at different times of the day.

5. Plumbing: The plumbing contractor shall provide a plumbing riser diagram and

gas line diagram shop drawing to the builder prior to fabrication. All pipe sizes

and arrangements shall conform to the 2009 International Plumbing Code. The

plumbing contractor shall be responsible for the installation of all plumbing fixtures

and accessories according to the building code and manufacturers specs.

ELECTRICAL

6. All work shall be in full accordance with the National Electrical Code,

2009IRC, and regulations of the governing agencies and shall comply with the

requirements of the power and telephone companies

7. The electrical contractor shall be responsible for all necessary wiring to

support a complete installation. This shall include as a minimum all required

disconnects, panels, fuses, circuit breakers, motor starters, motors,

transformers,relays, receptacles, lighting fixtures and controls. The heater shut off

shall be equipped with a red emergency shut off switch.

8. The incoming service shall be 200A and shall conform to all applicable codes.

9. Equipment and standard installation height above finished floor:

9.1. Duplex receptacle & phone jacks 14" AFF

9.2. Duplex receptacle over counter- tops 48" AFF

9.3. Duplex receptacle in powder rooms 38" AFF

9.4. Switches and other wall mounted controls 48" AFF

9.5. Thermostats 48" AFF

9.6. Sump pit duplex receptacle 48" AFF

10. Provide GFCI circuits in the Kitchen, Bathrooms, Basements, Garage,

Exterior locations, and at Whirlpool where applicable. Provide trip reset receptacles

where noted. Kitchen GFCI receptacles shall not be wired in series with other GFCI

locations.

11. All 125-volt 15 and 20 A receptacles shall be tamper-resistant.

12. Smoke detectors shall be located as per drawings and in each story of the

dwelling, including basements and habitable attics, bedrooms and in immediate

proximity to the bedrooms. The detectors shall be wired in sequence such that the

actuation of one alarm will activate all of the alarms.

13. Carbon monoxide alarms shall be installed outside of each separate sleeping

area and in the immediate vicinity of the bedrooms and in garages. Alarms shall be

listed as complying with UL2034 and shall be installed in accordance with the manuf.

instructions.

14. In general, outlets shall be spaced 12'-0" o.c. along wall spaces and not more

than 6'-0" from the corner of a wall opening. In addition, any isolated wall that is

2'-0" in length or longer (with the exception of hallways, bathrooms and laundry

rooms) shall also receive an outlet.

15. Outdoor outlets shall be located at grade level while standing and not more

than 6'-6" above grade, shall be installed outdoors at the front and rear of the

dwelling unit. Balconies, decks and porches that are accessible from the interior of

the dwelling unit and have a useable area of 20 s.f. or greater shall have at least one

receptacle outlet installed within the perimeter.

16. All branch circuits that supply 120-volt single-phase 15 & 20 A outlets

installed in family rooms, dining rooms, living rooms, parlors, libraries,

dens,bedrooms, sunrooms, recreation rooms, closets, hallways or similar rooms or

areas shall be protected by a combination arc-fault circuit interrupter installed to

provide protection of the entire circuit.

17. A minimum of 50% of the lamps in permanently installed lighting fixtures shall

be high-efficacy lamps.

THERMAL AND MOISTURE PROTECTION

1. The contractor shall provide all materials and information required to

comply with the latest edition of the 2009 International Energy Conservation

Code.

2. The following insulation values shall be used as the minimum design

standards for Residential Construction (unless REScheck compliance indicates

otherwise):

a. Ceilings R-38

b. Cathedral ceilings R-38

c. Exterior walls R-13

d. Exterior bsmnt R-13

e. Floors at overhangs R-19

f. Crawl space R-13

g. Garage/living space walls R-13

h. Garage/living space ceilings R-19

i. Slab perimeter R-10

j. Supply ducts/unconditioned R-8

k. Other ducts/unconditioned R-6

3. Provide an expandable foam or caulking at the following locations:

a. All joints, seams and penetrations

b. Site-built windows, doors and skylights

c. Openings between window and door assemblies and their respective

jambs and framing

d. Utility penetrations

e. Dropped ceilings separating the garage from the conditioned space

f. Knee walls

g. Walls and ceilings separating the garage from the conditioned space

h. Behind tubs and showers in the exterior walls

i. Common walls between dwelling units

j. Attic access openings

k. Other sources of infiltration

4. Provide water-resistant barrier of one layer of No. 15 asphalt felt free

from holes and breaks complying with ASTM D for Type 1 felt or other

approved water-resistant barrier over studs or sheathing of all exterior walls.

5. Exterior Plaster: Provide water-resistant barrier of one layer of No. 15

asphalt felt free from holes and breaks complying with ASTM D for Type 1 felt

or other approved water-resistant barrier when applied over wood-based

sheathing and shall also include a water-resistant vapor-permeable barrier with

a performance at least equivalent to two layers of grade D paper. Provide a

minimum .019" (No. 26galvanized sheet gage), corrosion resistant weep screed

or plastic weep screed, with a minimum vertical attachment flange of 3 ½" at or

below the foundation plate line in exterior stud walls in accordance with ASTM

C 926. The weep screed shall be a minimum of 4" above the earth or 2" above

paved areas and shall be of a type that will allow trapped water to drain to the

exterior of the building. The weather-resistant barrier shall lap the attachment

flange. The exterior lath shall cover and terminate on the attachment flange of

the weep screed

6. Foam plastic shall be separated from the interior of a building by an

approved thermal barrier of minimum .5" gypsum wallboard or an approved

finish material equivalent to a thermal barrier material that will limit the average

temperature rise of the unexposed surface to no more than 250 deg. F.

7. Foam Plastic Thermal Barrier Exceptions:

a. Foam plastic in a masonry or concrete wall, floor or room when the foam

plastic insulation is separated from the interior of the building by a minimum of

1"thickness of masonry or concrete.

b. Foam plastic in an attic or crawl space entered only for service of utilities

when the foam plastic insulation is protected against ignition using one of the

following ignition barrier materials: 1.5" thick mineral fiber insulation, .25" thick

wood structural panels, .375" thick gypsum board or corrosion-resistant steel

having a base metal thickness of .016"

c. Foam filled exterior doors & garage doors.

d. Foam interior trim with a minimum density of 20 lbs per cubic foot,

maximum thickness is .5" and width is 8 ". The trim shall not constitute more

than 10 % of the aggregate wall and ceiling area of any room or space.

e. Foam interior finishes shall be permitted if they meet the flame spread

calculation of not greater than 200 and smoke-developed index of not greater

than450.

f. Foam plastics shall be permitted to be spray applied to a sill plate and

header without a thermal barrier provided all of the following are met: max.

thickness of 3 ¼",density shall be in the range of 1.5-2.0 pounds per cubic foot,

foam plastic shall have a flame spread index of 25 or less and an

accompanying smoke developed index of 450 or less when tested in

accordance with ASTM E 84.

8. Attic Ventilation - enclosed attic truss spaces and enclosed roof rafters

shall have cross ventilation for each separate space with screened ventilating

openings protected against entrance of moisture and rain in accordance with

the 2009 IRC.Attic ventilation shall be calculated at 1/300 SF of the roof area.

9. Roof shingles shall be asphalt roofing - 235# self-sealing shingles over 1

layer of 15# asphalt saturated felt underlay.

10. All flashing, counter flashing and coping, when of metal, shall be of not

less than no. 26 U.S. gauge corrosion resistant metal. Flashing shall be

applied shingle-fashion in such a manner as to prevent the entry of water into

the wall cavity or penetration of water into the building structural framing

components. The flashing shall extend to the surface of the exterior wall finish.

11. Should the governing jurisdiction require an ice barrier, then said barrier

shall consist of at least two layers of underlayment cemented together or of a

self-adhering polymer modified bitumen sheet and shall be used in lieu of

normal underlayment and extend from the lowest edges of all the roof surfaces

to a point at least 24" inside the exterior wall line of the building.

DOORS & WINDOWS

1. Natural light and ventilation minimum requirements:

1.1. Basement light/vent area = 2%/1% floor area

1.2. Light area per room = 8% floor area

1.3. Ventilation area per room = 4% floor area

2. Windows at 2nd floor sleeping areas shall be a minimum of 5.7 s.f. operable

area with 24" clear dimension. Maximum sill height 44" above finished floor

3. Sliding glass doors and all glazed areas subject to human impact which are

less than 18" above finish floor and in excess of 9 s.f. in area and within 36" of

walking surfaces shall be tempered safety glass.

4. Provide a single bead of continuous caulking at the perimeter of all window

nailing flanges and provide drip cap flashing at all windows and doors.

5. Caulk and flash exterior perimeter of all windows and doors to provide an

airtight seal at dissimilar materials.

6. Window sills located more than 72" above the finished grade or surface

below, the lowest part of the clear opening of the windows shall be a minimum of 24"

above the finished floor of the room in which the window is located. Glazing

between the floor and 24" shall be fixed, have openings through which a 4" diameter

sphere cannot pass, or window guards that are releasable or removable from the

inside without the use of a key, tool, special knowledge or force greater than that

required for normal operation of the escape and rescue opening.

WOOD FRAMING

1. Design loads for residential wood frame:

1.1. Floors - living areas, live load - 40 psf, dead loads -

10 psf

1.2. Roofs - live load - 20 psf, dead load - 10 psf

2. Parallam and Micro-lam beams to be engineered

and manuf. By Truss-Joist MacMillan Corp. or approved

equal.

3. Load bearing partitions shall be 2x4 or 2x6 wood

stud construction unless otherwise noted on drawings.

4. All wood framing members which rest on exterior

foundation walls shall be pressure-treated.

5. All wood headers at non-bearing exterior walls shall

be:

5.1. Up to 4'-0" opening - (2) 2'x6"

5.2. 4'-0" to 6'-0" opening - (2) 2"x8"

5.3. 6'-0" to 9'-0" opening - (2) 2"x10"

FIRE STOPPING

1. Fire stopping shall be provided to cut off all

concealed draft openings(both vertical and horizontal) in

the following locations:

1.1. Stud walls and partitions including furred spaces at

floor and ceiling levels.

1.2. Openings around vents, pipes, ducts, chimneys and

fireplaces at each ceiling/floor level with non-combustible

materials.

1.3. Between stair stingers at top and bottom and

between studs in line with stair run.

1.4. At all interconnections between concealed soffits,

drop ceilings and cove ceilings

2. Firestops, when made of wood, shall be 2" nominal

thickness and may be made of gypsum board, cement

board or other non-combustible material.

3. Spaces between masonry chimneys and wood

framing shall be 2"minimum clearance and filled with a non-

combustible material.

4. Spaces between metal chimney flues and gas

appliance B vents shall be2" minimum clearance and fire

stopped with a galvanized metal pan at each floor/ceiling

level.

5. DRAFTSTOPPING

5.1. Floor/ceiling assemblies of truss type or open-web

members shall be draftstopped into equal sized areas no

greater than 1,000 s.f.,parallel to the framing members,

draftstopping shall be ½" gypsum board or 3/8" plywood.

ALIGNMENT

1. All rafters and joist framing from opposite sides shall lap

at least 3", not to exceed 6" and be spiked together.

2. When framing end to end, joists shall be secured

together by metal straps or ½" plywood plates.

PARTITIONS

1. Additional floor joists shall be provided under all parallel

wall partitions,bathtubs, showers, kitchen islands and

kitchen base cabinets parallel to the framing direction.

2. Lap top plates at corners and intersections

3. Provide double trimmers under all header openings 4'-0"

wide or larger. All such members shall be spiked

together.

STRUCTURAL WOOD POSTS

1. Posts or multiple studs which directly support

concentrated point loads shall be made continuous through

all stories/floors below and rest directly on the basement

girder or foundation. Install solid blocking in floor framing

spaces under posts/multiple studs to transfer the loads

downward without interruption. The area of the cross-

section of such blocking shall not have an area less than

the cross-section of the posts/multiple studs below.

ALTERING STRUCTURAL MEMBERS

1. No structural member shall be omitted, notched, cut,

blocked out or relocated without prior approval of the

Designer. Do not alter sizes of members noted on the

drawing without approval of the Designer.

BUILT-UP BEAMS

2. Built-up beams or joists formed by a multiple of ½"

plywood and (2) 2 x members shall be fastened with 2 rows

of 16d nails at 12" o.c.

3. Built-up beams formed by a multiple of (2) ½"

plywood and (3) 2 x members shall be fastened with 2 rows

of 16d nails at 12" o.c. each layer.

CUTTING OF BEAMS, JOISTS AND RAFTERS

1. Cutting of wood beams,, joists and rafters shall be

limited to cuts and bored holes not deeper than 1/6th the

depth of the member and shall not be located in the middle

1/3 of the span. Notches located closer to supports than 3

times the depth of the member shall not exceed 1/4th

depth. Holes bored or cut into joist shall not be closer than

2" to the top or bottom of the joists an the diameter of the

hole shall not exceed 1/3rd the depth of the joist.

NOTCHES IN STUD BEARING WALLS OR SHEAR

WALLS

2. Notches or bored holes in studs of bearing walls or

partitions shall not be more than 1/3rd the depth of the stud.

When the stud is cut or bored in excess of the above, it

shall not be more than 1/3rd depth located at the center of

the stud and add additional vertical studs as required.

BRIDGES AND BLOCKING

1. There shall be not less than one line of bridging in every eight feet

of span in floor with nominal lumber (not required for engineered joists),

attic and roof framing. The bridging shall consist of not less than 1 x 3

lumber double nailed at each end or of equivalent metal bracing of equal

rigidity. Block solid at all bearing supports where adequate lateral support

is not otherwise provided.

JOIST HANGERS

1. All purlins, 2x joists and beams not framed over supporting members

shall be supported by means of joist hangers.

2. Joist hangers shall be "Simpson" unless otherwise noted or an

approved equal

3. Hot-dipped galvanized fasteners, connectors and anchors shall be

acceptable for use with all ACQ treated lumber. Simpson Z-max line

and triple zinc line of fasteners by USP are acceptable.

4. Fasteners and connectors used together must be of the same type.

BOLTS IN WOOD FRAMING

1. All bolts in wood framing shall be galvanized standard machine

bolts with standard galvanized iron washers.

MISCELLANEOUS CONSTRUCTION DETAILS

1. For 8'-1" floor plate height: window head height = 6'-11" AFF (U.O.N.).

2. For 9'-1" floor plate height: window head height = 7'-11" AFF (U.O.N.)

3. For 10'-1" floor plate height: window head height = 7'-11" AFF (U.O.N.)

4. Fireplace chimneys shall have a min. vertical clearance of 2'-0" above

any portion of the roof with 10'-0".

5. Interior stairways shall have a minimum clear width of 3'-0", with a

minimum of6'-8" headroom.

6. Measuring vertically, handrails shall be located at a minimum height of

32", and a maximum height of 34" from the nose of the tread to the top

of the rail. Hand rails shall have a maximum projection of 3 ½" into the

stair tread or landing.

7. Handrails and/or railings shall be installed at any stair or exterior porch

exceeding3 risers or 30" in height. Handrails to be installed at a

minimum of 36" above finished floor.

8. Balusters shall be installed in such a manner that a 4" diameter sphere

cannot pass between any 2 balusters.

9. Minimum interior railing height shall be 36" above finished floor.

10. Minimum exterior railing height shall be 44" above finished floor.

11. Interior stair riser height shall be 7 3/4"maximum and 10" tread

minimum with 1"nosing.

12. Exterior stair riser height shall be 7" maximum and 11" treads

minimum.

13. Emergency escape and rescue required in all basements, habitable

attics and every sleeping room shall have at least one operable

emergency escape and rescue opening. Where basements contain

one or more sleeping areas, emergency egress and rescue openings

shall be required in each sleeping room, but shall not be required in

adjoining areas of the basement. Where emergency escape and

rescue openings are provided they shall have a sill height of not more

than 44" AFF.

14. Emergency openings with a finished sill height below the adjacent

ground elevation shall be provided with a window well.

15. All emergency openings shall have a minimum net clear opening of 5.7

s.f with the exception of grade floor openings which shall have a

minimum net clear opening of 5s.f. The minimum net clear opening

height shall be 24" and the minimum net clear opening width shall be

20"

16. All emergency openings shall be operational from the inside of the

room without the use of keys or tools.

17. Emergency escape windows under decks and porches are allowed

provided the location of the decks allow the emergency escape window

to be fully opened and provides a path not less than 36" in height to a

yard or court.

18. Garage door shall be tested in accordance with either ASTM E 330 or

ANSI/DSMA108, and shall meet the acceptance criteria of ANSI/DSMA

108.

19. Penetrations throughout the required garage separation shall be

protected by filling the opening around the penetrating item with

approved material to resist the free passage of flame and products of

combustion.

Duct Tightness Complies by either:

1. A post-construction test: leakage to outdoors shall be less than or equal to 8 cfm per

100s.f. of conditioned floor area or a total leakage less than or equal to 12 cfm per 100

s.f. ofconditioned floor area when tested at a pressure differential of .1 inch w.g. (25 pa)

acrossthe entire system, inclduing the manufacruere's air handler end closure. All

register bootsshall be taped or otherwise sealed during the test.

2. Rough-in test: total leakage shall be less than or equal to 6 cfm per 100 s.f. of

conditionedfloor area when tested at a pressure differential of .1 inch w.g. (25 pa) across

the entiresystem, including the manufacurere's air handler end closure. All register boots

shall be tapedor othersie sealed during the test. If air handler is not installed at the time

of the test, totalleakage shall be less than or equal to 4 cfm per 100 s.f. of conditioned

floor area.EXCEPTION - duct tightness test is not required if the air handler and all ducts

are locatedwithin conditioned spaceBuilding envelope air tightness and insulation complies by either:

1. A post rough-in blower door test result of less than 7 ach at 33.5 psf or:

2. The following items have been satisfied:

2.1. Air barriers and thermal barrier: installed on outside of air-permeable insulation

andbreaks or joints in the air barrier are filled or repaired.

2.2. Ceiling/attic: air barrier in any dropped ceiling/soffit is substantially aligned with

insulationand any gaps are sealed.

2.3. Above-grade walls: insulation is installed in substantial contact and continuous

alignmentwith the building envelope air barrier.

2.4. Floors: air barrier is installed at any exposed edge of insulation.

2.5. Plumbing and wiring: insulation is placed between outside and pipes, batt insulation

is cutto fit around wiring and plumbing, or sprayed/blown insulation extends behind piping

andwiring.

2.6. Corners, headers, narrow framing cavities and rim joists are insulated.

2.7. Shower/tub on exterior wall: insulation exists between showers/tubs and exterior

walls.

DUCT & BUILDING ENVELOPE REQUIREMENTS

CODE CONFORMANCE NOTES

CODE: 2009 INTERNATIONAL RESIDENTIAL CODE

CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA

NOTE: THE JURISDICTION SHALL FILL IN ALL CATEGORIES LEFT BLANK AS PER THE 2009 IRC

GROUND

SNOW

LOAD30

WIND DESIGN

SEISMIC

DESIGN

CATEGORY

TOPOGRAPHIC

EFFECTS

SPEED

(mph)

90 B

SUBJECT TO DAMAGE FROM

WEATHERINGFROST

LINE

DEPTH

TERMITE

SEVERE 3'-0" MOD HIGH

WINTER

DESIGN

TEMP

ICE SHIELD

UNDER-LAYMENT

REQUIRED

FLOOD

HAZARDS

AIR

FREEZING

INDEX

MEAN

ANNUAL

TEMP

11 DEG. F YES, AVG. LOW 24

DEG F1000 51 DEG F

GENERAL NOTES

GENERAL

1. These plans and specifications are the sole property of Lynn Builders,

LLC.Any unauthorized use of these plans without written consent is prohibited.

2. Work performed shall comply with the following:

2.1. The general notes and typical details apply throughout the job

unlessotherwise noted or shown.

2.2. The 2009 IRC.

2.3. Contractor and Sub-contractor must comply with all state and federalOSHA

safety regulations during all phase of the construction andinstallation of building

components.

3. In areas where the drawings do not address methodology, the contractorshall

be bound to perform in strict compliance with manufacturer'sspecifications and

industry recommended procedures.

4. The Designer shall not be responsible for the safety and

constructionprocedures, techniques, means, methods or the failure of the Builder

tocarry out the work in accordance with the drawings or required buildingcodes. All

contractors shall be responsible for initiating, maintaining andsupervising al safety

precautions and programs necessary for the protectionof persons and property in

accordance with applicable governingregulations.

5. Verification of the plan dimensions and site conditions shall be

theresponsibility of the general contractor and his sub-contractors prior

toconstruction. Noted dimensions take precedence over scale.

6. Discrepancies and omissions: The contractor shall compare and

coordinateall drawings. When in the opinion of the contractor, a discrepancy

oromission exists, he shall promptly report it to the Designer for properadjustment

before proceeding with the work.

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Hot Water Heater

WATER LINE DIAGRAMALL LINES TO BE 1/2" PEX UNLESS OTHERWISE NOTED

1"

1"3/4"

3/4"

Cold Manifold

Hot Manifold

1/2" PEX SUPPLY LINES

TO EACH FIXTURE (HOME

RUNS)

From Well

RANGE

H.W.H.

REGULATOR

1" TRU-FLEX TUBING

HOUSE WALL LINE

FURNACE

1" TRU-FLEX TUBING

1" TRU-FLEX TUBING

MANIFOLD

FIREPLACE

GAS LINE DIAGRAMNTS

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NOTES:

1. TYPICAL PRESSURE DROP AT EACH

FIXTURE =0.5" W.C.

2. SPECIFIC GRAVITY OF NATURAL GAS AT

60 DEG.= 0.60-0.70

3. AGA GAS VALVE TO BE LOCATED AT

EACH APPLIANCE.

All drainage and vent piping to be PVCPLUMBING RISER DIAGRAMNTS

MASTER BATH HALL BATH

KITCHEN

POWDER ROOM

LAUNDRY

WC

SHOWER

LAV

3"2"

2" 2"

3"

3"

3"

TUB

LAV

2"2" 2"

WC

3"

3"

3"3"

WC3"

3"

LAV

2"

TUB

2" 2"

WASH2"

KIT SINK

3"

3"

CO

4"

TO SEPTIC

WH

UP

SD CO

3

3

EP

ALL BASEMENT OUTLETSTO BE GFI PROTECTED ASPER E3901.9 & E3902.5 (IRC

2009)

ELECTRIC PANEL

SUMP

DN

COSD

SD

SD

SD

SD

GFI

GFI

GFI

3

DN

UP

SD CO

SD HD

GFIGFI GFI

WP

GFI

3

GFI

GFI

3

GFI

GFI

3

GFI

3

3

WP

GD

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FIRST FLOOR ELECTRICAL

SMOKE DETECTOR W/110V. JUNCTION BOX

D

S

J

J

TELEPHONE OUTLET (CAT-5E)

ELECTRICAL PANELE.P.

TELEVISION OUTLET

WALL EXHAUST FAN

GARBAGE DISPOSAL

220V. JUNCTION BOX

110V. JUNCTION BOX

FOUR WAY SWITCH

THREE WAY SWITCH

CEILING FAN

220

3

GENERAL

DISTANCE ABOVE FLOOR : OTHER THAN 12"

110V. DUPLEX OUTLET : 12" ABOVE FLOOR-TYPICAL

ELECTRICAL SYMBOLS

CONVENIENCE OUTLETS

FLUORESCENT FIXTURE W/NO. OF TUBES INDICATED

RECESSED IN CEILING OR SOFFIT

EXTERIOR BRACKET ON TIMER

WITH 110V. CONVENIENCE OUTLET

LIGHTED SWITCH

GROUND FAULT INTERRUPTER

WATERPROOF OUTLET

220V. OUTLET

SWITCHED OUTLET

G.F.I.

44"

W.P.

220

SWITCHES

UNDER CABINET LIGHT

WALL BRACKET

CEILING MOUNTED

4

T.

LIGHT FIXTURES

HEAT DETECTOR W/110V. JUNCTION BOXH

(LOCATED IN GARAGE AND ATTIC)

EXHAUST FANF

4

TIMER SWITCHT.

HALF-SWITCHED OUTLETH.

ETHERNET OUTLET (CAT-5E)

T.

E.

SINGLE POLE SWITCH

L.

CARBON MONOXIDE DETECTOR W/110V. JUNCTION BOXC

ELECTRICAL NOTES:1. LIGHTING SCHEDULE SHOWN IS SCHEMATIC IN NATUREONLY AND SUBJECT TO CHANGE BY BUILDER (PURSUANT TOCONSTRUCTION CONTRACT).

2. 50% OF ALL LIGHTING FIXTURES SHALL BE HIGH EFFICACYLAMPS AS PER N1104.1 OF THE 2009 IRC.

3. ALL RECEPTACLES SHALL BE TAMPER RESISTANT AS PERE4002.14 OF THE 2009 IRC.

4. BATHTUB AND SHOWER AREA LUMINARIES (IF ANY)SUBJECT TO SHOWER SPRAY SHALL BE MARKED FOR WETLOCATIONS.

5. ARC-FAULT CIRCUIT INTERRUPTER PROTECTION TO BEPROVIDED AS PER E3902.11 OF THE 2009 IRC.

6. LAUNDRY, UTILITY AND BAR SINK RECEPTACLES SHALL BEAS PER E3902.7 OF THE 2009 IRC.

7. OUTDOOR RECEPTACLES SHALL BE AS PER E 3901.7 OF THE2009 IRC (MINIMUM OF ONE IN FRONT AND REAR OFDWELLING).

8. UNFINISHED PORTIONS OF THE BASEMENT SHALL HAVE GFIPROTECTION AS PER E3901.9 & E3902.5 OF THE 2009 IRC.

9. GARBAGE DISPOSAL WIRE SHALL HAVE A FLEXCONNECTION TO THE MOTOR OR CORD & PLUG CONNECTIONAS PER E4101.3 OF THE 2009 IRC.

10. IF DISHWASHER IS HARDWIRED A LOCKOUT DEVICE SHALLBE INSTALLED ON THE CIRCUIT BREAKER OR A GROUNDEDCORD & PLUG CONNECTION SHALL BE PROVIDED AS PERE4101.3 & E4101.5 OF THE 2009 IRC.

11. WEATHER RESISTANT RECEPTACLES TO BE PROVIDED ASPER E4002.8 & E4002.9 OF THE 2009 IRC.

SECOND FLOOR ELECTRICALFOUNDATION ELECTRICAL

1/4" = 1'

1/4" = 1'1/4" = 1'

WH

UP

GAS HEATER

(SEE MFG. SPEC.)

16" x 8" DUCT

20" x 8" DUCT

24" X 10" DUCT

24" X 10" DUCT

GAS WATER HEATER

50 GAL. CAPACITY

(SEE MFG. SPEC.)

A/C UNIT TO BE LOCATED ON

SITE BY CONTRACTOR

(MOUNTED ON PAD)

VENT PIPES, LOCATE PER CODE

AND MFG. SPEC. MIN. CLEARANCE

FROM WINDOWS

SPILL A/C CONDENSATE

RUN-OFF INTO FLOOR SUMP

DN

UP

14" x 6" RETURN

150 CFM

14" x 6" RETURN

150 CFM

30" x 6" RETURN

400 CFM

14" x 6" RETURN

150 CFM

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

VENT PIPE, LOCATE PER CODE

AND MFG. SPEC. MIN. CLEARANCE

FROM WINDOWS

DN 30" x 6" RETURN

400 CFM

14" x 6" RETURN

150 CFM

14" x 6" RETURN

150 CFM

14" x 6" RETURN

150 CFM

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

4" x 10" FLOOR REG.

100 CFM

6" SUPPLY PIPE

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HVAC GENERAL NOTES:

1. ALL FEEDER AND RETURNS TO BE 6" INSULATED

FLEXIBLE PIP UNLESS OTHERWISE NOTED.

2. ALL GAS LINES TO HEATER, WATER HEATER, STOVE,

DRYER AND FIREPLACE TO HAVE AGA GAS VALVE

LOCATED BEHIND APPLIANCE.

3. NO CUTTING OF BEARING WALLS FOR PIPES OR

DUCTS. USE 2"X6" TO FRAME WALL OR BUILD FALSE

2"X4" WALL IN FRONT OF BEARING WALL TO RUN

PIPES AND DUCT WORK.

4. ALL MAIN DUCTS TO BE SHEET METAL W/1"

INSULATION BOARD OR ANY APPROVED DUCT

BOARD.

5. SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS,

STRUCTURE AND MATERIALS AND SHALL BRING

ANY DISCREPANCIES TO THE IMMEDIATE

ATTENTION OF THE GENERAL CONTRACTOR.FIRST FLOOR HVAC

SECOND FLOOR HVAC FOUNDATION HVAC

1/4" = 1'

1/4" = 1' 1/4" = 1'

Lynn Builders

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