1

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SAMPLE PLAN

84.73'S23° 51' 7"E

12

0. '

S6

7°

34

' 34

"W

78.76'

r=1580.'

12

0.'

N6

4° 4

3' 1

2"E

7' -0"

25'-0"

LO

T 6

0

LO

T 6

2

HALPRIN CREEK DRIVE

(R.O.W. 60')

25' B.L.

CO

NC

. D

RIV

E

7' U.E.

EXISTING 2-STORYBRICK & FRAME

EXISTING 1-STORYBRICK & FRAMEGARAGE

NEW POOL

CO

NC

. W

ALK

5.2'

25

.7'

7.5

'

8.2

'

3.0'

NEW WORK

NEW WORK INEXISTING GARAGELOT 61

LOT 61, BLOCK 1, SECTION 12SUBDIVISION: COLES CROSSINGHARRIS COUNTY, TEXAS14014 HALPRIN CREEK DRIVECYPRESS, TEXAS 77429

SITE PLAN

9.0

'

9.9' 5.9

'

9.1'

10.3

'

21.0

'

7.0'

2

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SAMPLE PLAN

DE

MO

DE

MO

DE

MO

DE

MO

DE

MO

DE

MO

DE

MO

DE

MO

DEMODEMO

DEMO

DE

MO

DE

MO

DE

MO

DE

MO

DE

MO

DE

MO

DE

MO

DE

MO

DEMODEMO

DEMODEMO

DE

MO

DE

MO

DEMODEMO

DE

MO

DE

MO

DEMODEMO

4'-4 1

/2"

DECK

GARAGE

BREEZEWAY

UTILITY

DEMO DECK

DEMO WALKWAY

DEMO BREEZEWAY

REMOVE BRICK& SHEETROCK

EXISTING FOUNDATIONREMAINS

DEMO CONCRETEFLATWORK

DRIVEWAY

DEMO GARAGE DOOR

REMOVE BRICK. FRAME GARAGE DOORCLOSED AND INSTALL SHEETROCK

EXISTING/DEMO PLANSCALE: 7/96 in = 1 ft

DEMO COLUMN

REPLACE DOOR WITH INTERIOR DOOR

DEMO WINDOW ANDFRAME CLOSED

DEMO WALL

DEMO WALL

REMOVE WINDOWAND FRAME CLOSED

DEMO ROOF

DEMO ROOF

DEMO ROOF

REMOVE SIDING AND SHEETROCK

BRICK 4BRICK 4 SIDING 4 INTERIOR 4 BRICK 4(SIDING REMOVED)(BRICK REMOVED)

SIDING 4

WALL LEGEND

(DEMO)

3

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SAMPLE PLAN

D10

W03

D07

D05

W02 D04

D08

D11

D03

W01

D01

D07

D06

D02

D09 AtticDoor

30 X 54350 #Stair

REF.

RE

F.

A

B

C

Utility

D

Utility

B

C

D

AIsland

A Family

10

'-3 7

/8"

9'-2"

5 1/2"

12'-9 1/2"

4'-0 3/8" 6'-7 5/8"

2'-1 3/8"

12'-4 1/2"

6'-9 1/2"

10

'-2 1

/ 8"

12'-1"

9'-0

1/2

"

6'-0"

3'-9

"5'-3

1/4

"

13

'-2 3

/ 4"

3'-1

0 1

/ 2"

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

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

4'-10 1/4"

1'-4

1/2

"

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

2'-1 1/8"

5'-4

"

1'-1

1 1

/ 2"

15

'-3"

1'-1

0 1

/ 4"

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

4'-10"3'-5"

4'-4

3/8

"5'-1

1 1

/2"

1'-7

"2'-6

"

2'-9"2'-7"

3'-10"

3'-3"

8'-3"

6'-1

0 1

/2"

3'-6

"

7'-3 1/2"

7'-10 3/8"4'-2 5/8"

17'-3"

7'-3

1/2

"

17

'-1 1

/ 4"

Elevation A

Elevation B

ElevationC

ElevationD

8' ceiling

8' ceiling

9' ceiling

PORCH

STORAGE

BATH

FAMILY

UTILITY

POOL

DOG DOOR

SHELF AND POLEFOR HANGING

GARAGE

PROPOSED FLOOR PLAN

SCALE: 7/96 in = 1 ft

12" SQUAREBRICK COLUMNS

NEW RELOCATEDATTIC ACCESS

(POOL DECK)

(TILE)

(TILE)

(CONCRETE)

(CONCRETE)

(TILE)

CLOSET(TILE)

EXISTING WALL WITHBRICK REMOVED

EXISTING WALL WITHSIDING REMOVED

8' ceiling

8' ceiling

OUTDOORKITCHEN

WASHER/DRYER

NOTE:POOL COMPANY TO SUPPLY ALL SPECSAND PLAN FOR POOL INSTALATION.

(POOL DECK)

(PO

OL D

EC

K)

20 MIN. FIRE RATED SLABDOOR (SELF-CLOSING)

20 MIN. FIRE RATED SLABDOOR (SELF-CLOSING)

EXISTING WALL WITHBRICK REMOVED

5/8" FIRECODE SHEETROCK ONGARAGE SIDE OF WALL AND ONGARAGE CEILING

DOOR SCHEDULENUMBER QTY FLOOR SIZE DESCRIPTION THICKNESSD01 1 1 1013 EXT. HINGED,DOGGY DOOR 1 3/4D02 1 1 2068 2 PANEL DOOR 1 3/8D03 1 1 2868 2 PANEL DOOR 1 3/8D04 1 1 2868 EXT. 2 PANEL DOOR 1 3/8D05 1 1 2868 EXT. 6 PANEL 1 3/4D06 1 1 3068 2 PANEL DOOR, DBL. DOOR 1 3/8D07 2 1 3068 EXT. HINGED-GLASS 1 3/4D08 1 1 3068 HINGED, FIRE-RATED 1 3/4D09 1 1 4068 HINGED-LOUVERED, DBL. DOOR 1 3/8D10 1 1 5468 EXT. HINGED-GLASS 1 3/4D11 1 1 2868 HINGED, FIRE-RATED 1 3/4

WINDOW SCHEDULENUMBER QTY FLOOR SIZE DESCRIPTION COMMENTSW01 1 1 2640 DOUBLE HUNGW02 1 1 2026 SINGLE HUNG OBSCURE GLASSW03 1 1 2633 DOUBLE HUNG

BRICK 4 INTERIOR 4 BRICK 4(EXISTING)

SIDING 4(EXISTING)

INTERIOR 4(EXISTING)

WALL LEGEND

ATTIC DOOR NOTE:

SUPPLY WALKWAY TO EQUIPMENT IN ATTIC.

GENERAL NOTES

1. Codes. All work shall be performed in

accordance with these plans and specifications

and comply with all applicable national, state and

local building codes. It is the responsibility of the

contractor to insure compliance with said codes.

2. Installation. All materials, supplies and

equipment shall be installed per manufacturers

recommendations and per applicable codes and

requirements.

3. Material Storage. Materials stored on site shall

be protected from damage by moisture, wind,

sun, abuse or any other harmful affects.

4. Safety. The general contractor is responsible

for all safety precautions or safety programs used

to provide a safe working environment on the job

site. General contractor responsible for all

structural shoring and bracing during

construction.

5. All material used out doors will be treated and

all fastners will be galvanized.

6. Insulate all walls and ceilings to meet energy

code compliance.

4'0 OR LESS L 3 1/2 "X 3 1/2" X 5/16"

8' L 4" X 3 1/2" X 5/16"

8' L 5" X 3 1/2' X 5/16"

10' L 6" X 3 1/2" X 3/8"

ALL LINTELS TO BE LONG LEG VERTICAL

STEEL LINTEL SCHEDULE

SPAN SIZE

10' OR LESS 2-2X12

POINT LOADS AND SPANS OVER 10' TO BE ENGINEERED

FOR LOWER FLOOR OF A 2- STORY

SPAN SIZE

4' TO 8' 2-2X8

6' TO 8' 2-2X10

8' TO 10' 2-2X12

POINT LOADS AND SPANS OVER 12' TO BE ENGINEERED

For 1- story houses and the 2nd

floor of a 2-story.

HEADER SCHEDULE

4

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SAMPLE PLAN

5

12

NEW BRICK TO MATCH EXISTING

VENT FOR HOOD

EXISTING ROOF

EXISTING ROOF

EXISTING ROOF

EXISTING ROOFNEW ROOF NEW ROOF 3/12 (MATCH EXISTING PITCH)

EXISTING SIDINGEXISTING WINDOW EXISTING WINDOW

EXISTINGWINDOW

EXISTINGWINDOW

EXISTING SIDING

EXISTINGDOOR

EXISTING SIDING

EXISTING BRICK

EXISTINGBRICK

EXISTING BAY WINDOWS

EXISTING BAY WINDOWS

30"X48" DBL.INSULATED WINDOW

12"X15" DOG DOOR

32"x80" DOOR36"x80" DOORGAS GRILL

VENT HOOD

NEW POOL NEW POOL

EXISTING FOUNDATION EXISTING FOUNDATION EXISTING FOUNDATIONNEW FOUNDATION

EXISTING BRICK

ELEVATION ASCALE: 1/8 in = 1 ft

5

125

12

Plate height97-1/8

NEW ROOF

EXISTING SIDING

JACK FOR VENT HOOD

VENT HOODGAS GRILL

NEW OUTDOOR KITCHEN

12"X12" BRICK COLUMNS

64"X80" DOOR UNIT

NEW POOL

EXISTING FOUNDATIONEXISTING FOUNDATION

EXISTIG BRICK

EXISTING BAY WINDOWS

EXISTING BAY WINDOWS

NEW FLATWORK FOR PORCH

EXISTING ROOFNEW ROOF

EXISTING ROOF

NEW PORCH

ELEVATION BSCALE: 7/96 in = 1 ft

5

12

5

12

36"X80" DOOR

ELEVATION CSCALE: 7/96 in = 1 ft

EXISTING GARAGE

EXISTING SIDING

EXISTING ROOF

EXISTING BRICK

EXISTING FOUNDATION EXISTING FOUNDATIONNEW FOUNDATION

EXISTING ROOF

EXISTING ROOF

EXISTINGBRICK

EXISTING BAY WINDOWS

NEW ROOF (MATCH EXISTING PITCH)

ROOF JACK FOR HOOD

NEW BRICK TOMATCH EXISTING

EXISTING WINDOWEXISTING SIDING

5

12

EXISTING ROOF

NEW ROOF

EXISTING GARAGE DOOR

EXISTING BRICK

NEW BRICK TOMATCH EXISTING

EXISTINGBRICK

EXISTING SIDING

EXISTING FOUNDATION

EXISTING

EXISTING

EXISTING WINDOWS

EXISTING FOUNDATION

ELEVATION DSCALE: 7/96 in = 1 ft

5

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SAMPLE PLAN

36" X80"DOOR

30"X48"WINDOW

12"X15" DOG DOOR

UTILITY A 7/48 in = 1 ft

2'-6" 3'-0" 3'-0" 3'-0"

EXISTING DOOR

UTILITY B 7/48 in = 1 ft

PANEL BOX

3'-0

"3

'-0

"

2'-6"

24"X80" DOOR PANEL BOX

UTILITY C 7/48 in = 1 ft

36"x26" CABINET

SHELF & ROD

UTILITY D 7/48 in = 1 ft

3'-0

"

1'-0"1'-10"

1'-0"

ISLAND A 7/48 in = 1 ft

OPEN SHELVES

ISLAND B 7/48 in = 1 ft

DRAWER FOR WRAPPING PAPER

KNEESPACE

CABINET OUTLET

ISLAND C 7/48 in = 1 ft

OPEN SHELVES

ISLAND D 7/48 in = 1 ft

3'-0

"

1'-3"2'-0"

3'-0" 2'-0"

FAMILY A 7/48 in = 1 ft

6

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SAMPLE PLAN

20

'-8 1

/ 2"

7'-0"12'-4 1/2"

9'-1

3/1

6"

9'-5 1/2"

5'-6

"

5'-1 3/4"

9'-0

1/2

"

F1

F1

F1

F2

F1

F4

F3

F3

F5

EXISTING FOUNDATION

EXISTING FOUNDATION

(TOP TO MATCHSLAB HEIGHT)

EXISTING FOUNDATION

EXISTING FOUNDATION

(TOP TO MATCH SLAB HEIGHT)

BRICK LEDGE

DROP SLAB- CHECK WITH POOL COMPANYFOR POOL DECK ELEVATION

NEW FOUNDATION

BRICK LEDGE

FOUNDATION PLANSALE: 7/96 in = 1 ft

NEW FLATWORK

WASHER

MATCH POOLDECK HEIGHT

8/22 PIER UNDERBRICK COLUMN

8/22 PIER UNDERBRICK COLUMN

CONTRACTOR TO FIELD VERIFY DEPTHAND SIZE OF EXISTING GRADE BEAMS ONSLABS THAT WILL NOW BE STRUCTURAL.

F1

REINFORCE WITH

2~#5 CONT. IN

CENTER OF

STIRRUPS (2 TOTAL)

UNDISTURBED SOIL REINFORCE WITH2~#5 CONT. TOP AND

BOTTOM (4 TOTAL)

6 MIL. VAPOR BARRIER

SAND FILL

REINFORCE SLAB WITH #3's@ 16" O.C., EACH WAY,

PLACED ON CHAIRS

EXISTING FOUNDATION

DOWELS: DRILL 3/4" DIAM. HOLE X 6"

DEEP @ 18" STAGGERED SPACING

FOR #5 DOWELS X 2' X 6" LONG;

CLEAN AND FILL HOLES WITH EPOXY

AND DRIVE DOWELS IN PLACE

2'-3"

1'-0"

#3 DOWELS 18"X18" @ 16" O.C.

SLAB 4" THICK MIN.

F2

SLAB MIN. 4 " THICK

UNDISTURBED

SOIL

3~#5 CONT. TOP

& BTM W/ #4 STIRUPS

@ 16" O/C

6 MIL. VAPOR BARRIER

SAND FILL 6" MIN.

REINFORCE SLAB WITH #3s @

16" O.C. EA. WAY, PLACE ON

CHAIRS

2'-

3"

1-1

/2"

5 1/2"

1'-0"

#3 DOWELS 18" X 18"

@ 16" O.C.

F3

REINFORCE WITH

2~#5 CONT. IN

CENTER OF

STIRRUPS (2 TOTAL)

UNDISTURBED SOIL

REINFORCE WITH

2~#5 CONT. TOP AND

BOTTOM (4 TOTAL)

6 MIL. VAPOR BARRIER

SAND FILL

REINFORCE SLAB WITH #3's

@ 16" O.C., EACH WAY,

PLACED ON CHAIRS

EXISTING FOUNDATION

DOWELS: DRILL 3/4" DIAM. HOLE X 6"

DEEP @ 18" STAGGERED SPACING

FOR #5 DOWELS X2' X 6" LONG;

CLEAN AND FILL HOLES WITH EPOXY

AND DRIVE DOWELS IN PLACE

2'-3

"

1'-0"

#3 DOWELS 18"X18" @ 16" O.C.

SLAB 4" THICK MIN.

3'-0" LAP

(MIN

.) 2"

4" (MIN.)

EXISTING PATIO

AREA FOUNDATION

USE LOW SHRINKAGE

CONCRETE FOR OVERLAY

ANTI-FRACTURE MEMBRANE

REQ'D FOR TILE FLOOR

BRUSH HAMMER & CLEAN

SURFACE FOR BONDING OF

OVERLAY

WELDED WIRE FABRIC

REINFMT.

(5.5 X 5.5)

F.F.

F4

CHECK WITH POOL COMPANY

FOR POOL DECK ELEVATION

NEW 4" SLAB

SLAB TO EXISTING EXTERIOR BEAM

UNDISTURBED SOIL

(NTS)

6 MIL. VAPOR BARRIER

#3 @ 16" E/W

EXISTING FOUNDATION

DOWELS: DRILL 3/4" DIAM. HOLE X 6"

DEEP @ 18" STAGGERED SPACING

FOR #5 DOWELS X 2' X 6" LONG;

CLEAN AND FILL HOLES WITH EPOXY

AND DRIVE DOWELS IN PLACE

F.F.

F5

SLAB MIN. 4 " THICK

UNDISTURBED

SOIL

#3 @ 16" E/W

SLAB MIN. 4 " THICK

SAND FILL 6" MIN.

NEW SLAB/ PORCH SLAB

NTS

2' STEP OR SET DEPTH

FOR TILE

3~#5 CONT. TOP

& BTM W/ #4 STIRUPS

@ 16" O/C

6 MIL. VAPOR BARRIER

SAND FILL 6" MIN.

#3 @ 16" E/W1 1/2"

1'-0"

5 1/2"

GENERAL NOTES : FOUNDATION SYSTEM

Subgrade Preparation and Fill:

1.Strip areas within building lines to remove all vegetation, top soil and debris.Following stripping, proof roll exposed subgrade to identify weak or soft areas, such zones shall be removed and replaced with select fill.2.Grade area to prevent ponding of water. Do not allow exposed subgrade to dry.3.All fill shall be select materials as follows: clean sandy clay, free of organic matter - Plasticity Index (PI): 7 to 20% ; Liquid Limit: 28 to 40% (or as specified in soils report)4.Fill shall be placed in maximum loose lifts of 8 inches and compacted to at least 95% of standard proctor (ASTM D698 Maximum Dry Density at or 2 percentage points above the optimum moisture content.5.Provide 4 – 8" loose lifts of compacted fill (total compacted fill thickness – 24") and 2" leveling sand. (Note that existing grade may have to be cut to achieve the compacted fill depth specified herein.)6.Contractor shall avoid, as much as possible, placement of grade beam trench cuttings under slab areas. As a minimum, all perimeter grade beam trench cuttings shall be disposed outside slab areas.7.Fill material testing: Compacted fill shall be tested by a certified testing agency at the rate of one test per 1,000 square feet of each lift.8.On-site soils do not meet the requirements for select fill material and may not be used as select fill. Use selected fill as specified in Soils Report.

Surface Drainage:

The following drainage precautions should be observed during construction and at all times after the structure has been completed. Builder shall advise owner of these precautions.

1.The ground surface surrounding the exterior of the structure should be sloped to drain away from the structure in all directions for the minimum distance of five (5) feet with a minimum of six (6) inches of verticalfall.2.Where landscaping is to be installed next to perimeter grade beams, a moisture barrier or other suitable means is recommended to prevent moisture from entering underlying clay soils.3.Roof downspouts and drains should discharge well away from the limits of the foundations or edge of perimeter grade beams.

Concrete:

1.All concrete work shall be in accordance with the "ACI Standard Building Code Requirement for Structural Concrete: (ACI 318-99)".2.Normal weight concrete with minimum 28 day compressive strength (f’ c) = 3,000 psi 3.Concrete should be placed in the footing excavations as soon as possible after excavation to minimize the possibility of caving of drilled piers.4.Clean tops of piers and bottom of grade beam trenches thoroughly prior placement of concrete in the grade beams.5.Independent inspector shall review drilled piers prior to concrete placement.

Reinforcing Steel:

1.Bars – Conform to ASTM A-615-Grade 60, Dowels and Stirrups – Grade 40.2.Welded wire fabric – conform to ASTM A-185 or A-409, furnished in flat sheets and must be supported on chairs spaced 4 foot center to center maximum each way.3.Detailing – conform to ACI detailing manual, 315-80.4.Reinforcing steel coverage (primary reinforcement bars):Footings……………3" bottom and sides

Grade Beams………1 ½" top, 3" bottom, 2" sides (2 ½" sides if earth formed)

Slabs on Grade…….1 ¼" top

Walls………………1 ½"

5.Lap continuous reinforcing steel 36 bar diameters.6.Slab reinforcement shall be supported on chairs, at 4 foot maximum square grid.7.Grade beam bottom reinforcement shall be supported on chairs at a 6 foot maximum spacing.

Post Tension Note:

Builder to Verfiy existing foundation post tension cable ends where new foundation is being placedadjacent to the existing foundation. The specified drilled dowels shall then be arranged and placedno closer than 9 inches from such cable locations:Special care is needed to avoid disruption of post tension cable locations to the existing foundation.

°CORNER

°T-INTERSECTION

°THRU°INTERSECTION

TYPICAL REINFORCEMENT DETAILS@ GRADE BEAM INTERSECTIONS

1 BOTTOM

2'-0"

TYP. GRADEBEAM REINF.

CORNER BAR(TOP & BOTT.) TYP. GRADE

BEAM REINF.

1-#5 x 2'-0"

RUN BOTH SETS OF HORIZ.BARS CONT. THRU INTERSECTION.DRAPE ONE SET TO CLEAR

#5 x CORNER BARS:2'-0"

2 TOP

THE OTHER. TIE ALL REBAR @CORNERS. (TYP. TOP)

2'-0"

8" DIAMETER SHAFT

ABU44 Post base

(NTS)

LCE 4 CONNECTORS AT

CORNER POST.

H2.5 CONNECTOR TO

EVERY RAFTER TO

BEAM CONNECTION

Double 2X12 #2 SYP with 1/2"

plywood between support

above 4x4 treated postsPC44-16 CONNECTOR

4X4 TREATED POST

PORCH POST DETAIL

FLATWORK

Brick veneer

8' D

EP

TH

BE

LO

W G

RA

DE

OR

TO

LO

AD

BE

AR

ING

SO

IL

22"

3 EA. VERTICAL #4 REBARS

WITH #2 TIES @18" SPACING

16" SQUARE

12

"

SPECIAL NOTE:

AVOID DOWEL PLACEMENT NEARPOST TENSION CABLE ENDS

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SAMPLE PLAN

AtticDoor

30 X 54350 #Stair

REF.

FIELD VERIFY PLACEMENT OFNEW JOISTS WHERE NEEDED

2X6 #2 SYP CEIING JOISTS @ 16" O.C.

ATTACH CEILING JOISTS TO EXISTINGFLOOR JOISTS USING JOIST HANGERS

2X6 #2 SYP CEIING JOISTS @ 16" O.C.

EX

I ST

ING

2X

12 C

EI IN

G J

OI S

T D

IRE

CT

ION

FRAME EXISTING JOISTSFOR NEW ATTIC ACCESS

PLACE NEW 2X6 #2 SYPCEILING JOISTS @ 16" O.C.WHERE NEEDED. FIELDVERIFY PLACEMENT OFEXISTING JOISTS.

DBL. 2X12 #2 SYP BEAMS WITH 1/2" PLYWOOD IN BETWEEN (GLUED)

CEILING FRAMING PLANSCALE: 7/96 in = 1 ft

WALL DETAIL (TYP.)

1/2" sheetrock1/2" sheetrock

2x4s @ 16" OC

2x4 base plate

baseboardbaseboard

1/2" sheetrock

WEEP HOLES @ 33" O.C. MAX.

BRICK VENEER

1/2" PLYWOOD

SLOPE AWAY FROMBUILDING

6 MILPOLY

2 x 4 STUDS @ 16" O.C2 x 4 TREATED PLATE W/ 1/2" X 10" ANCHOR BOLTS @ 48" O.C. MAX.ON FOAM SILL INSULATION

RE: TO FOUNDATIONDETAILS

FINISHED FLOOR

WOOD BASE

REFER TO EXTERIORELEVATIONS FOROVERHANG

REFER TOEXTERIORELEVATIONS

GALV. IRON DRIP EDGE

HARDI PLANK FASCIA

1/2" GYPSUM BOARD

DOUBLE 2 x 4 TOP PLATE

SEE BUILDING SECTIONS &FLOOR PLANS FOR CEILINGJOIST SIZES & SPACING

SEE BUILDING SECTIONS &FLOOR PLANS FOR RAFTERSIZES & SPACING SHINGLES ON 15 # FELT PAPER OVER 1/2"

CDX PLYWOOD SHEATHING OROSB STRUCTURAL PANEL EQUAL

VENTED SOFFIT

PITCH

EXTERIOR BRICK WALL SECTION

1" AIRSPACE MIN.

BRICK TIES @24" O.C. MAX.

TYPICAL STRAPTYPICAL STRAP

HEADER

REF. PLANS

OR GENERAL NOTES

OPPENING

REF: ARCH

DRAWINGS

HEADER

REF. PLANS

OR

GENERAL NOTES

OPPENING

REF: ARCH

DRAWINGS

DBL KING STUD

@ OPPENINGS

WIDER THAN

5'-0"

TYPICAL STRAPPING @ SHEAR WALL OPPENINGS

SCALE: N.T.S.

& GEN. NOTES

REF.: PLANS

ROOF DECK

PLANS

REF.: STRUCTURAL

ROOF FRAMING

STUD WALL

TOP OF TOP PLATE

EXTEND PLYWOOD TO

STUD WALL

TO TOP PLATE

EVERY OTHER RAFTER

(H2.5 TYP)

HURRICANE TIES

REF.: STRUCT DWGS.

ANCHOR BOLTS

STUD (H2.5)

TO EVERY OTHER

STRAP PLATE

EVERY OTHER RAFTER

ROLL STRAPPING

PLYWOOD PANEL

BOTTOM OF

TYPICAL WIND STRAPPING DETAILSNOT TO SCALE

OTHER STUD

@ EVERY

FRAMING ANCHOR

(H2.5)

1"

MIN

.

8

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SAMPLE PLAN

2X6 #2 SYP RAFTERS @ 16" O.C. (TYP.)

2X8 #2 SYP RIDGE BOARDS (TYP.)

ROOF FRAMING PLANSCALE: 7/96 in = 1 ft

Nailing Schedule

Connection Nailing

Joist to sill or girder, toe nail 3-8d

1X6 subfloor or less to each joist, face nail 2-8d, 2- 1 3/4 staples

2in. Subfloor to joist or girder, blind and face nail 2-16d

Sole plate to joist or blocking, face nail 16d 16in. o.c.

Top or sole plate to stud, end nail 2-16d

Stud to sole plate, toe nail 3-8d or2-16d

Double studs, face nail 10d 24in. o.c.

Double top plates, face nail 10d 24in. o.c.

Sole plate to joist or blocking at braced wall panels 3-16d 16in. o.c.

Doubled top plates, face nail of lap splice 8-16d

Blocking between joists or rafters to top plate, toe nail 3-8d

Rim joist to top plate, toe nail 8d 6 in. o.c.

Top plates, laps and intersections, face nail 2-10d

Built-up or continous header 16d 16 in. o.c. each edge

Ceiling joists to plate, toe nail 3-8d

Continous header to stud, toe nail 4-8d

Ceiling joists, laps over partitions, face nail 3-10d

Ceiling joists to parallel rafters, face nail 3-10d

Rafter to plate, toe nail 2-16d

1in. Brace to each stud and plate, face nail 2-8d, 2- 1 3/4 staples

1X6 sheathing to each bearing, face nail 2-8d, 2- 1 3/4 staples

1X8 sheathing to each bearing, face nail 2-8d, 3- 1 3/4 staples

Wider than 1X8 sheathing to each bearing, face nail 3-8d, 4- 1 3/4 staples

Built-up corner studs 10d 24in. o.c.

Built-up girders and beams, 2in. Lumber layers 10d each layer 32in. o.c. top& bottom staggered & two nails at ends &each splice

2in. Planks 2-16d@ each bearing

Roof rafters to ridge, valley, or hip rafters, toe nail 4-16d

Roof rafters to ridge, valley, or hip rafters, face nail 3- 16d

Rafter ties to rafters, face nail 3-8d

Wood structural sheathing & particle board wall sheathing 6in. o.c.* at edge, 12in. o.c. in field

5/16- 1/2 subfloor, wall 6d common

5/16- 1/2 roof 8d common

19/32- 1 8d common

1 1/8- 1 1/4 10d common or 8d deformed

*In high wind areas nailing is 6in. o. c.

Fiberboard wall sheathing 3in. o.c. at edge, 6 in. o.c in field

1/2 regular 6d common, 1 1/2 roofing nail or 16 ga. Staple 1 1/2in.

1/2 structural 8d common, 1 1/2 roofing nail or 16 ga. Staple 1 1/2in.

25/32 structural 8d common, 1 1/2 roofing nail or 16 ga. Staple 1 3/4in.

SCALE: 5/128 in = 1 ft

GENERAL NOTES – STRUCTURE

1) All joists and rafters shall be #3 SYPKD unless otherwise noted. Multiple 2 x 12 beams shall be of #2 SYPKD. Attach all rafter ends to exterior wall framing with Simpson H2.5 connectors. Use HCP4 for hip and valleyconnector.

2) Bolt holes through wood shall be drilled 1/16” maximum larger than the diameter of the bolts to be installed. Bolts through wood shall be fitted with standard washers.

3) Wood framing member connections shall be nailed in accordance with the standard building code, latest edition,or as per local code, whichever is stricter, unless otherwise noted or detailed.

4) Joists under non-load bearing partitions shall be doubled.

5) Provide Simpson galvanized “LU & LUS” standard joist hangers at flush joint connections, and for joists at flushbeam connections. All flush beam-to-beam connections are to be made with Simpson “HGLT & GLT” connectors. All Simpson specifications and recommendations are to be followed, unless noted otherwise.

6) Wood in direct contact with concrete shall be treated lumber.

7) Wood columns and posts shall be framed to true end bearings, and shall be positively anchored to foundationwith approved post bases. Support column and post securely in position and protect base from deterioration. Columns and posts of treated wood may be placed directly on concrete or masonry. Use treated wood for all floorjoists which are exposed or within 18” of the ground, or in permanent contact with earth.

8) Joists shall be laterally supported at the ends, at each support and at 10’ – 0” O.C. maximum by solid blocking. Where the ends of joists are nailed to a header, band or rim joists or to an adjoining stud, end blocking may beomitted. Solid blocking shall be not less than two inches (2”) in thickness and shall match the depth of the joist.

9) At exterior sole plates 1/2” dia. X 10” long anchor bolts with 2” x 2” sq. washer at 4’ – 0” (max.) O.C., with bolts at 12” maximum from wall ends. Bolts shall be embedded 7” minimum into concreteand be galvanized.

10) All beams made up of multiple 2 x joists shall be connected as per the standard building code requirements, orlocal code, whichever is stricter. All multiple beams shall be glued and nailed unless otherwise noted as a boltedconnection.

11) Steel specified shall be ASTM A36 unless otherwise noted.

12) Welding shall meet AWS requirements; All welds indicated shall be 3/16 fillet unless otherwise noted.

TYPICAL ATTIC BRACING SECTION

joists doubled or header added if

bracing not under wall

2x6 cross bracing

@ 4' spacing

2X6 Perlin & 2x4

bracing @ 4' spacing

Use 2 x 6 Strong Back when

running perpendicular to ceiling

jiosts.

9

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SAMPLE PLAN

AtticDoor

30 X 54350 #Stair

REF.

RE

F.

DRYER VENT

BUILT-IN GAS GRILL

BUILT-IN ICE COOLER

EXHAUST FAN

WASHER

DRYER

SINK

SINK

SHOWER

MECHANICAL PLANSCALE: 7/96 in = 1 ft

AtticDoor

30 X 54350 #Stair

REF.

RE

F.

R R

R

RR

R

R

R

RR

R

R

GFCI

GFCI

WP

3

3

3

4

3

3

3

3

3

4

33 433

3

ELECTRICAL PLANSCALE: 7/96 in = 1 ft

PANEL

200 AMP PANEL

ELECTRICAL LEGEND

Ceiling fan with lights

Exhaust fan

Exterior wall mount light

Exterior wall mount porch light

Ceiling mount globe light

Ceiling mount octagon light

R 6" Ceiling recessed can light

24"x48" Surface fluorescent light

Wall mount double sconce

WP

110v Duplex (weatherproof)

110v Duplex

GFCI110v Duplex (GFCI)

44-Way switch

Single pole switch

33-Way switch

WP Wall mount switch (weatherproof)

ELECTRICAL PLAN NOTES

1. Codes. This electrical plan is intended to indicate the

requirements of the owner. The details of the electrical

system shall be determined by an electrical contractor

licensed and by the local building department. Install all

electrical wiring, conduit and panel boxes, co-axial cable, and

telephone wiring per local codes. All electrical work to be in

accordance with N.E.C. Review drawings and provide all

work for a complete and operable system, including all

incidentals, required by code agencies and local governing

bodies.

2. Verify all Dimensions. Prior to start of construction,

contractor shall verify and coordinate all dimensions in field.

3. Smoke Detector. Provide surface hard wired with battery

back-up operated detectors located on ceilings or walls in

conformance with Fire Marshall's requirements.

4. Electrical Layout. All electrical service shall comply with

national electrical code, standard building code, N.F.P.A. and

all other applicable state and local codes. Locations are

suggested only. Consult your subcontractors for exact

locations, specifications, sizes and code compliance.

5. Switches and Receptacles. When two (2) or more

switches or receptacles are located together, gang with one

common faceplate. If they cannot be ganged, install with a

minimum distance between units.

6. Grounding. Electrician must follow code requirements for

grounding panel box and meter to foundation rebar.

7. When attic stair is present, supply light and switch in attic.

10

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SAMPLE PLAN