chief architect 10.08a: sample dukes.layout...1 construction lf 8/14/2008 page drawn by issue date...
TRANSCRIPT
1
CONSTRUCTION
LF
8/14/2008
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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
7
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77
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55
5.5
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55 F
ax:
555
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5.5
555
SET
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
CONSTRUCTION
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SET
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
CONSTRUCTION
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77
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55
5.5
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55 F
ax:
555
.55
5.5
555
SET
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
CONSTRUCTION
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SA
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TX
77
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Off
ice:
55
5.5
55
.55
55 F
ax:
555
.55
5.5
555
SET
SAMPLE PLAN