HomeMy WebLinkAboutSet of PlansPROJECT: ADDITION
2420 SCARBOROUGH LN,
CARMEL, IN 46032
PROPOSED ADDITION COVERED PORCH POOL AREA
PROJECT DESCRIPTION
DWELLING SQFT:
ADDITION PORCH AREA: 402 SQFT
EXISTING HOUSE AREA: 4,973 SQFT
EXISTING STORIES:TWO
CONSTRUCTION TYPE: Single Family Residential
PARCEL # 290932001041000018
LAND AREA: 1.13 ACRES
MUNICIPALITY: HAMILTON COUNTY
BUILDING STATISTICS
ABBREVIATIONS
LIVING
102
x
W
1
X'-0"X'-0"
..........0
A
1
WINDOW
TYPE
DOOR
TYPE
ROOM
NUMBER
COLOR
INTERIOR
ELEVATION
REVISION #/
CLOUD
REFERENCE
SECTION
DETAIL
REFERENCE
STRUCTURAL
GRID OR BAY
ABBREVIATIONS
A1.0 COVER SHEET
A1.1 SITE PLAN
A2.0 PROPOSED FLOOR PLAN (ADDITION)
A3.0 ROOF PLAN
A4.0 ELEVATIONS
A5.0 ELECTRICAL PLAN
ARCHITECTURE
SHEET INDEX PROJECT TEAM
VICINITY MAP
STRUCTURAL
S1.0 FOUNDATION PLAN
S2.0 ROOF FRAMING PLAN
S3.0 STRUCTURAL NOTES/DETAILS
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A1.0
PROPERTY LINE
PROPERTY LINE
SCARBOROUGH LN
TO
W
N
R
D
EXISTING
HOUSE
EXISTING
POOL
(E)DRIVEWAY
35
2
'
-
9
"
122'-2"
43'
38
'
-
8
"
37'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
19
'
-
1
"
12'-2"
22
'
-
1
1
"
EXISTING
GARAGE ADDITION
PORCH
(E
)
(E
)
W
I
N
D
O
W
(E
)
W
I
N
D
O
W
(E)GARAGE DOOR
EX
I
S
C
O
N
C
P
A
D
EX
I
S
PO
R
C
H
CL
G
H
T
:
E
X
I
S
(E)GARAGE DOOR
(E
)
G
A
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A
G
E
D
O
O
R
A
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24
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A1.1
SITE PLAN
SCALE :1/32" = 1'-0"
F&P CONC
COLUMNS
18'-0" CMU WALL W/
1-#5 R.B AT 48" O.C
EXISTING
WALLS
NEW INTERIOR
WALL
WALL LEGEND
NEW
EXTERIOR
WALL
EXTERIOR
WALL 2X6
DEMOLISH
(E)
(E)WINDOW(E)WINDOW
(E
)
G
A
R
A
G
E
D
O
O
R
EXIS
GARAGE
CLG HT: EXIS
NEW
COVERED PORCH
CLG HT: 10'-0"
12
'
-
2
"
6"
11
'
-
2
"
6"
22'-11"
6"21'-11"6"
EXIS CONC PAD
36'
24
'
24
'
BEAM PER STRUCT
WOODEN POST 6x6
TYP.
EXIS
PORCH
CLG HT: EXIS
(E
)
G
A
R
A
G
E
D
O
O
R
(E)GARAGE DOOR
BE
A
M
P
E
R
S
T
R
U
C
T
BE
A
M
P
E
R
S
T
R
U
C
T
SUPPORT BEAM 6x8
TYP.
12
'
-
2
"
6"
11
'
-
2
"
6"
10'21'5'
AREAS
SQUARE FEET
COVERED PORCH
TOTAL 402 SQFT
NEW
402 SQFT
----
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A2.0
FLOOR PLAN
SCALE :3/8" = 1'-0"
PROPOSED (PORCH ADDITION)
FLOOR PLAN NOTES
1.ALL CONSTRUCTION TO MEET COUNTY CODES.
2.CONTRACTOR TO VERIFY ALL DIMENSIONS & OPENINGS OF WINDOWS AND DOORS
PRIOR TO COMMENCEMENT OF WORK
3.ALL DIMENSIONS ARE TO THE EDGE OF STUDS, OR EDGE OF COCNRETE BLOCK U.N.O
4.GARAGE FLOOR SURFACES SHALL BE OF APPROVED NON-COMBUSTIBLE MATERIAL.
5.MIN. CEILING HEIGHT SHALL NOT BE LESS THAN 7 FEET
6.TOILET & VANITY SHOULD HAVE A MIN 21" CLEARANCE FROM PARALLEL WALL, 15"
FROM ADJACENT WALL O.C
7.BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED
SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NON
ABSORBENT SURFACE THAT SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6' A.F.F
8.EACH EXTERIOR DOOR SHOULD HAVE A LANDING,WIDTH NO LESS THAN THE DOOR
SERVED, 36" MIN IN DIRECTION OF TRAVEL WITH A SLOPE OF NO LESS THAN 1
4" PER
FOOT
9.CONTRACTOR/MASON TO CONFIRM ALL MASONRY OPENINGS PRIOR TO
CONSTRUCTION
10.PROVIDE ALL BLOCKING FOR TUBS, SHOWERS, AND BATH, LAUNDRY, KITCHEN,
CABINETS AS NEEDED BY BUILDER
11.WIND DESIGN PRESSURES PER ASCE7-16 USE AN ENTIRELY NEW SYSTEM WHICH CAN
NOT BE COMPARED TO OLDER CODES. ALL PRODUCTS SHOULD HAVE
DOCUMENTATION UPDATED TO ASCE7-16 METHODS
12.FOR ALL STRUCTURES IN FLOOD ZONES: COMPLY WITH THE LAND DEVELOPMENT
CODE ART III(COASTAL CONSTRUCTION CODE ART. IV ( FLOOD HAZARD REDUCTION.
AND SEA TURTLES AND ANY DEVELOPMENT SPECIFIC IN WATER MANAGEMENT
REQUIREMENTS
13.GC/SUB/SUPPLIER IS RESPONSIBLE FOR PROVIDING MANUFACTURER'S
SPECIFICATIONS AND INSTALLATION DETAILS(N.O.A) FOR ALL WINDOWS, DOORS,
(INCLUDING OVERHEAD DOORS), ROOF MATERIALS, ROOF VENTS, EXHAUST FANS,
SOFFIT AND SIDING MATERIALS
14.PROVIDE 3 STUDS(MIN.) AT ALL DOOR & WINDOW FRAMES NEAR INSIDE CORNERS.
15.BLOCK ALL WALLS AT 6'-6" ABV FLOOR
16.TRIM AND/ OR ADJUST TRUSSES TO PROVIDE LEVEL AND STRAIGHT CEILINGS, AND
CEILING SIGHT-LINES, ESPECIALLY IN DOUBLE TRAY AND COFFERED CEILINGS.
17.ALL WINDOWS ARE DIMENSIONED TO CENTERLINE.
18.ALL DOORS SHALL BE 4" FROM ADJ WALL U.N.O
19.ALL WINDOW & DOOR OPENINGS ARE NOMINAL U.N.O
20.ALL CEILINGS HEIGHTS NOTED ARE A.F.F (ABOVE FINISHED FLOOR)
21.ALL NEW CONSTRUCTION SHALL BE REQUIRED TO PASS THE BLOWER DOOR TEST PER
2020 ENERGY CONSERVATION CODE R402.4
22.FIRE BLOCKING REGULATION 10' WALLS
23.CAULK ALL SEAL PLATES AND SHEATHING
24.EXTERIOR SEAL PLATE ANCHORED 6FT O.C AND WITHIN 6IN FROM END OF WALL OR
OPENING
SEE SHOP DRAWINGS FOR KITCHEN LAY-OUT.
1.SUBMIT ALL SHOP DRAWINGS BY OTHERS
2.ALL PANTRY CLOSETS AND LINEN CLOSETS TO HAVE SHELVES AS SELECTED BY OWNER.
3.OWNER TO SELECT ALL COLORS AND FINISHES UNLESS OTHERWISE NOTED ON THESE
DRAWINGS.
BUILT-INS & FINISHES
EGRESS WINDOWS MUST HAVE 5.7 SQUARE FEET OF NET CLEAR OPENING. NOT ALL
3 0 5 0 WINDOWS WILL MEET THIS REQUIREMENT. WINDOWS CAN BE ENLARGED TO
3 0 5 4 WITH NO NOTIFICATION TO ENGINEER.
EGRESS NOTES
1.THE CONTRACTOR SHALL FILED VERIFY ALL EXIS CONDITIONS PRIOR TO THE
COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT THE
ATTENTION OF THE DESIGNER. NO DEMOLITION WORK SHALL COMMENCE WITHOUT
FILED VERIFICATION BY THE CONTRACTOR, OWNER, DESIGNER.
2.IT IS THE CONTRACTOR RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL,
ELECTRICAL AND MISC. EQ AS REQ TO COMPLETE THE WORK. REFER TO PLANS FOR
DEMOLITION INFORMATION.
3.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQ.
DURING DEMOLITION AND CONSTRUCTION. ANY PORTION OF THE PROJECT WHICH IS
DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE REPAIRED REPLACED
TO MATCH EXISTING.
4.THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF
ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE
CONTRACTOR SHALL REMOVE, DISCONNECT, SALVAGE ALL MECHANICAL,
ELECTRICAL AND MISC. WALL MOUNTED EQUIPMENT FOR RECONNECT AND
REINSTALLATION.
5.IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE SECURE DRY STORAGE WITHIN
THE DESIGNATED AREA OR AREA DESIGNATED BY THE OWNER FOR OWNER RETAINED
ITEMS.
6.CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS DAILY. DEMOLITION WORK
SHALL REMAIN AND CLEAN FOR THE BUILDING'S OCCUPANTS & CONSTRUCTION
WORKERS. OCCUPIED AREAS ADJ TO THE PROJECT WORK REAS SHALL BE KEPT CLEAN
AT ALL TIMES DURING WORK.
DEMOLITION PLAN NOTES
(E)
(E)WINDOW(E)WINDOW
(E
)
G
A
R
A
G
E
D
O
O
R
EXIS
GARAGE
CLG HT: EXIS
EXIS CONC PAD
EXISTING ROOF SYSTEM
TO REMAIN
(E
)
G
A
B
L
E
SLOPE
MATCH EXIS
(N
)
R
I
D
G
E
(E)RIDGE
(N)GABLE
(E)GABLE
NEW ROOF SYSTEM
TO MATCH EXISTING
EXIS
PORCH
CLG HT: EXIS
(E
)
G
A
R
A
G
E
D
O
O
R
(E)GARAGE DOOR
(E)GABLE
SLOPE
MATCH EXIS
NEW METAL ROOFING
MATERIAL (MP 150
STANDING SEAM)
SL
O
P
E
EX
I
S
T
I
N
G
SL
O
P
E
EX
I
S
T
I
N
G
SLOPE
EXISTING
(E
)
R
I
D
G
E
EXISTING DORMER
ROOF SYSTEM TO
REMAIN
(E)RIDGE
SL
O
P
E
EX
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N
G
SL
O
P
E
EX
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A3.0
ROOF PLAN
SCALE :3/8" = 1'-0"
PROPOSED (PORCH ADDITION)
(E)WINDOW (E)WINDOW
(E) DOOR
FINISHED FLOOR
EXIS
TOP OF BEAM
WDW HEIGHT
EXIS
TOP OF ROOF
EXIS
EXIS
EXISTING SIDING
EXISTING ROOFING
TO REMAIN
EXIS DOOR EXIS DOOR
EXISTING
SLOPE
MATCH
EXISTING
SLOPE
MATCH
EXISTING
SLOPE
NEW METAL ROOFING
MATERIAL (MP 150
STANDING SEAM)
NEW ROOFING TO
MATCH EXISTING
WOODEN POST 6x6
TYP.
MATCH
EXIS
MATCH
EXIS
(E)WINDOW
FINISHED FLOOR
EXIS
TOP OF BEAM
WDW HEIGHT
EXIS
TOP OF ROOF
EXIS
EXIS
EXISTING ROOFING
TO REMAIN
NEW ROOFING TO
MATCH EXISTING
NEW METAL ROOFING
MATERIAL (MP 150
STANDING SEAM)
WOODEN POST 6x6
TYP.
1'-2"
FINISHED FLOOR
EXIS
TOP OF BEAM
WDW HEIGHT
EXIS
TOP OF ROOF
EXIS
EXIS
NEW ROOFING TO
MATCH EXISTING
NEW METAL ROOFING
MATERIAL (MP 150
STANDING SEAM)
WOODEN POST 6x6
TYP.
1'-2"
EXISTING ROOFING
TO REMAIN
EXISTING SIDING
MATCH
EXISTING
SLOPE
MATCH
EXISTING
SLOPE
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A4.0
FRONT ELEVATION
SCALE :1/4" = 1'-0"
PROPOSED (ADDITION)
1 LEFT ELEVATION
SCALE :1/4" = 1'-0"
PROPOSED (ADDITION)
2
RIGHT ELEVATION
SCALE :1/4" = 1'-0"
PROPOSED (ADDITION)
3
PENDANT LIGHT
SINGLE SWITCH
3-WAY SWITCH
SMOKE DETECTOR
ELECTRIC METER
1 BULB FLUORESCENT
2 BULB FLUORESCENT
DISCONNECT SWITCH
4-WAY SWITCH
DIMMER SWITCH
HIGH SPEED INTERNET
CABLE T.V. JACK
100 AMP ELEC PANEL
225 AMP ELEC PANEL
300 AMP ELEC PANEL
CENTRAL VACUUM ACCESS
SPEAKER HARD WIRE
JUNCTION BOX
JB FOR CEILING FANJB
JB
200
FLOOD LIGHT
CHIMES
SD
PC
TV
S
S
S
S
S
INTERCOM
PHONE JACK
BUTTON
VANITY LIGHTS
DIRECT WIRE
RHEOSTAT
WALL LIGHT
EXAUST FAN / LIGHT
RECESSED MR15
RECESSED WALL OUTLET
RECESSED CAN LIGHT
VAPOR PROTECTED LIGHT
DUPLEX OUTLET ABOVE COUNTER
CEILING OUTLET
SPLIT SWITCHED FLOOR OUTLET
WEATHER PROOF OUTLET
GROUND FAULT OUTLET
DUPLEX OUTLET
SPLIT SWITCHED OUTLET
GFI
GFI/WP
VP
R
EXAUST FAN
CEILING LIGHT
220v OUTLET
EYEBALL LIGHT
FLOOR OUTLET
SC
SMOKE/CARBON DETECTOR (DIRECT
WIRE W/ BATT)
ELECTRICAL KEY:
WALL LIGHT
GS
HB
G 1-#5 GROUND FOR ELEC
HOSE BIB
GAS STUB
CENTRAL VAC
DUPLEX OUTLET BELOW COUNTER
4 GANG FLOOR OUTLET
F RECESSED FLUORESCENT
GAS APP W/H
SC
CEILING FAN W/LIGHT
(E)
(E)WINDOW(E)WINDOW
(E
)
G
A
R
A
G
E
D
O
O
R
EXIS
GARAGE
CLG HT: EXIS
EXIS CONC PAD
R
RR
R
S
EXIS
PORCH
CLG HT: EXIS
(E
)
G
A
R
A
G
E
D
O
O
R
(E)GARAGE DOOR
EXISTIMG ELEC TO
REMAIN
GFI/WPGFI/WP
A
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24
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A5.0
ELECTRICAL PLAN
SCALE :3/8" = 1'-0"
PROPOSED (ADDITION)
TYPICAL STEM WALL
VE
R
I
F
Y
VERIFYREBAR 3" FROM
BOTTOM
LOAD BEARING
WALL
TYPICAL MONO FOOTER
VE
R
I
F
Y
VERIFY
LOAD BEARING
WALL
TYPICAL INTERIOR FOOTING
TYPICAL STEP DOWN FOOTING
VE
R
I
F
Y
VERIFYREBAR 3"
FROM BOTTOM
LOAD BEARING
WALL
VE
R
I
F
Y
VERIFY
REBAR 3" FROM
BOTTOM
LOAD BEARING
WALL
REBAR LOCATION:
·ONE STORY BLOCK WALLS TO
HAVE #5 REBAR @ 6' O.C.
·TWO STORY BLOCK WALLS TO
HAVE #5 REBAR @ 4' O.C.
TYPICAL CONC. PAD
VE
R
I
F
Y
VERIFYREBAR 3"
FROM BOTTOM
LOAD BEARING
COLUMN
PAD SCHEDULE
MARK
P01
TYPE SIZE (W x L x D)REBAR
P1.5
P02
P2.5
CONC. PAD 1'-4" x 1'-4" x 1'-0"
CONC. PAD (2) #5 EA. WAY
(2) #5 EA. WAY
FOOTING SCHEDULE
MARK TYPE SIZE (W x D)REBAR
F02
F03
F04 STEM WALL 30" x 12"
MONO FOOTER
(4) #5
1'-6" x 1'-6" x 1'-0"
CONC. PAD (3) #5 EA. WAY2'-0" x 2'-0" x 2'-0"
MONO FOOTER
F05
MONO FOOTER
(2) #512" x 8"
F06 (2) #512" x 20"
F07 (3) #516" x 20"
CONC. PAD (3) #5 EA. WAY2'-6" x 2'-6" x 1'-0"
CONC. PAD (5) #5 EA. WAY3'-6" x 3'-6" x 1'-4"
P03
F08 INTERIOR FOOTING (2) #512" x 12"
F09 INTERIOR FOOTING (2) #516" x 16"
F10 STEP DOWN FOOTING (2) #512" x 12"
STEP DOWN FOOTING (2) #516" x 16"
P3.5
CONC. PAD (4) #5 EA. WAY3'-0" x 3'-0" x 1'-4"
F01
CONC. PAD (5) #5 EA. WAY4'-0" x 4'-0" x 1'-4"P04
STEM WALL 16" x 10"
STEM WALL (3) #5
(2) #5
20" x 10"
STEM WALL (3) #524" x 12"
F11
4"
SEE GENERAL NOTES PAGE FOR BUILDING
SPECIFICATIONS, CONSTRUCTION NOTES, SCOPE
OF WORK AND DESIGN CRITERIA.
SEE ARCHITECTURAL PLANS FOR PLUMBING
LOCATIONS
GENERAL NOTES:
USE SIMPSON HTT5 OR (2) ST6224 TO
MAKE SHEAR WALL (SEE FRAMING
PLAN FOR LOCATIONS)
2 #4 REBARS
TIED EVERY 48"
ON CHAIRS
(E)
(E)WINDOW(E)WINDOW
(E
)
G
A
R
A
G
E
D
O
O
R
EXIS
GARAGE
CLG HT: EXIS
EXIS CONC PAD
F05
-0'-4"
4" THICK CONC.SLAB STEEL TROWEL FINISH WITH
6X6 #10/10 WWM (SUB FIBERMESH FOR WWM
AS REQ, ) ON 6MIL PLAS. V.B. LAPPED 6" & ON
CLEAN POISONED & COMPACTED FILL ( 3000
PSI @ 28 DAYS )
F05
EXISTING CONC. SLAB
TO REMAIN
1
4" PER FOOT SLOPE
F05
P02
EXIS
PORCH
CLG HT: EXIS
(E
)
G
A
R
A
G
E
D
O
O
R
(E)GARAGE DOOR
P02
P02 P02
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S1.0
FOUNDATION PLAN
SCALE :3/8" = 1'-0"
PROPOSED (ADDITION)
WOOD BEAM TYPES
W28 W210 W212 W310 W312
E212 E216 E312 E316
WOOD BEAM SCHEDULE
MARK
W28
TYPE SIZE (W x D)PLY
SOLID SAWN 2"x8"
SOLID SAWN 2"x10"
SOLID SAWN 2
2
2
2"x12"
SOLID SAWN 3
SOLID SAWN 3
ENGINEERED WOOD
W210
W212
W310
W312
E212
E216
E312
E316
2"x10"
2"x12"
3.5"x11.25"
5.25"x11.25"
3.5"x16"
5.25"x16"
GRADE
No. 2
No. 2
No. 2
No. 2
No. 2
MIN. 1.9 E
COLUMN SCHEDULE
MARK
C01
TYPE SIZE (W x D)
SOLID SAWN 4"x4"
C02 SOLID SAWN 6"x6"
C03 SOLID SAWN 8"x8"
C04 ENGINEERED WOOD 3.5"x3.5"
C05 3.5"x5.25"
C06
MARK
C07
TYPE SIZE (W x D)
CMU COLUMN w/ (1) #5 8"x8"
C08 8"x16"
C09 12"x12"
C10 16"x16"
C11 3.5"x3.5"x0.25"
C12 STEEL TUBE 4"x4"x0.25
STEEL TUBE
5.5"x5.25"
CMU COLUMN w/ (2) #5
CMU COLUMN w/ (3) #5
CMU COLUMN w/ (4) #5
*ALL EXPOSED WOOD TO BE
PRESSURE TREATED
*ALL EXPOSED WOOD TO BE
PRESSURE TREATED
NOTES
ENGINEERED WOOD
ENGINEERED WOOD
ENGINEERED WOOD
MIN. 1.9 E
MIN. 1.9 E
MIN. 1.9 E
ENGINEERED WOOD
ENGINEERED WOOD
E416
E416 7.0"x18"ENGINEERED WOOD MIN. 1.9 E
FORM & POUR TYPES
B1
6
B2
0
B2
4
B2
8
B3
2
B 8 16 5T 5B (2)
# OF REBAR PER LAYER
REBAR SIZE @ BOTTOM
REBAR SIZE @ TOP
HEIGHT IN INCHES
WIDTH IN INCHES
B=BEAM OR C=COLUMN
[[[
MARK
B01
TYPE CONC. STRENGTHSTIRRUPS & SPACING
B8 16 5T 5B (2)
B02
B03
B04
NOTES
B8 16 7T 5B (2)
B8 14 5T 5B (2)
B8 16 7T 7B (2)
3000 psi
3000 psi
3000 psi
3000 psi
#3 @ 6.5" O.C. 4' FROM ENDS
& 10" O.C. ELSEWHERE
#3 @ 6.5" O.C. 4' FROM ENDS
& 10" O.C. ELSEWHERE
#3 @ 6.5" O.C. 4' FROM ENDS
& 10" O.C. ELSEWHERE
#3 @ 6.5" O.C. 4' FROM ENDS
& 10" O.C. ELSEWHERE
W3 12
HEIGHT IN INCHES
# OF PLIES
W=LUMBER OR
E=ENGINEERED WOOD
B05 B8 12 5T 5B (2)3000 psi
#3 @ 6.5" O.C. 4' FROM ENDS
& 10" O.C. ELSEWHERE
B1
2
L1
.
5
L0
2
L2
.
5
L0
3
L3
.
5
L0
4
L0
1
L4
.
5
L0
5
8" WIDE PRECAST LINTEL
BLOCK w/
(1) #5 REBAR TOP & (1) #5
REBAR BOTTOM FILLED SOLID
*L01 LINTEL ONLY NEEDS (1)
#5 REBAR
LINTEL TYPES
(E)
(E)WINDOW(E)WINDOW
(E
)
G
A
R
A
G
E
D
O
O
R
EXIS
GARAGE
CLG HT: EXIS
EXIS CONC PAD
PRE-ENGINEERED WOOD TRUSSES
@ 24" O.C MAX
EXIS
PORCH
CLG HT: EXIS
(E
)
G
A
R
A
G
E
D
O
O
R
(E)GARAGE DOOR
C02C02
C02C02
A
D
D
I
T
I
O
N
24
2
0
S
C
A
R
B
O
R
O
U
G
H
L
N
,
CA
R
M
E
L
,
I
N
4
6
0
3
2
P
R
O
J
E
C
T
F
O
R
Email: yousufshaikh747@gmail.com
S2.0
ROOF FRAMING PLAN
SCALE :3/8" = 1'-0"
PROPOSED (ADDITION)
SEE WOOD BEARING
WALL SECTION FOR
CONSTRUCTION
DETAILS OF LOAD
BEARING WOOD
WALL
EXTERIOR MASONRY WALL
3/16" DIA. TAPCONS AT 8 O.C.
OR
1/2" DIA. BOLTS IN BLOCK WALL AT
24" O.C. MAX., MIN. 4" EMBEDMENT
12" LAP (TYP.)
CONCRETE BOND
BEAM
#5 REBAR VERTICAL
LAPPED 25" MIN.
CMU BLOCK WALL
#5 REBAR VERTICAL IN
SOLID FILLED CELLS.
(SEE PLAN FOR
LOCATION)
#5 REBAR VERTICAL
LAPPED 25" MIN.
FOUNDATION
12" LAP (TYP.)
2x_ DOUBLE TOP PLATE
SIMPSON SP2 @ EVERY STUDY
2x_ WOOD STUDS @ 16" O.C.
(SEE FLOOR PLAN FOR WALL
SIZE)
SEE TABLES FOR NUMBER
OF KING STUDS AND
JACK STUDS REQUIRED
SIMPSON LSTA24 ON EA.
KING AND JACK STUD
REQUIRED
SIMPSON SP1 @ EVERY STUD
2x_ HEADER (SIZE NOTED ON
FRAMING/ROOF PLAN)
SIMPSON SPH @
EA. KING STUD @ 24" O.C.
2x_ P.T. BOTTOM PLATE
FILL IN w/ CRIPPLE STUDS
@ 16" O.C. IF WINDOW
ANCHOR BOLTS @ 32" O.C.
NOTE:
THIS DETAIL TYP. UNO FOR ALL
INTERIOR & EXTERIOR WOOD
FRAME BEARING WALL
OPENINGS
NO. OF STUDS
NO. OF REQ'D JACK STUDS
1
1
1
2
2
2
3
3
3
3
NO. OF REQ'D KING
STUDS
HEADER
SPAN NO. OF STUDS
0 to 2'
> 2' to 4'
> 4' to 6'
> 6' to 8'
> 8' to 10'
> 10' to 12'
> 12' to 14'
> 14' to 16'
> 16' to 18'
> 18' to 20'
1
1
2
2
3
3
4
4
5
5
10' WALL 8' WALL
1
1
1
2
2
2
2
3
3
3
(SUPPORTING ROOF,
CEILING & ONE
CENTER BEARING
FLOOR)
NO. OF STUDS
1
1
2
2
3
3
4
4
4
5
(SUPPORTING
ROOF &
CEILING)
(SUPPORTING
ROOF, CEILING &
ONE CLEAR SPAN
FLOOR)
NO. OF STUDS
1
2
2
3
3
4
4
5
6
6
SIMPSON LSTA21 EA.
SIDE OF OPENING
FOOTER (SEE
FOUNDATION FOR
SIZE AND
LOCATIONS)
2x_ P.T. SOLE PLATE
12" DRYWALL EACH SIDE
2x_ STUDS TO BE 16"
O.C #2 SPF OR
BETTER (SEE WALL
LEGEND ON FLOOR
PLAN FOR WALL
SIZES)
SIMPSON SP2 @
EVERY STUD
ALL BATHROOM
WALLS TO BE
INSULATED w/ R-11
BATT INSULATION
2x_ BLOCKING
EVERY 48"
DBL. 2x_ TOP PLATE
SIMPSON SP2 @
EVERY STUD
ATTACH TOP PLATE w/ 1
SIMPSON HTS20 IS
STANDARD(UP TO 1310
POUNDS) USS 2 SIMPSON
HTS20 FOR UPLIFTS >1310
POUNDS U.N.O
5 8" DRYWALL
(5 8" x 10" ANCHOR
BOLT -OR- 5 8" x 6"
SIMPSON TITEN HD)
AT 32" O.C.
·
·
·
·
1x4 OR 1x8 P.T. BUCK
ATTACHED TO MASONRY w/
T-NAILS @ 8" O.C. 3" FROM ENDS
2x4 OR 2x8 P.T. BUCK
ATTACHED TO MASONRY w/
14"x3" TAPCONS @ 12" O.C. 3"
FROM ENDS
1x4 TRIM PIECE
2x6 P.T. JAMB ANCHORED TO
CMU PER NOA/FPA
12" ANCHOR BOLT @ 16" O.C. W/ 4" MIN.
EMBEDMENT W/ 2x2 WASHER, 6" FROM
ENDS
- OR -
5 8" ANCHOR BOLT @ 24" O.C. W/ 4" MIN.
EMBEDMENT W/ 3X3 WASHER, 6" FROM
ENDS
(U.N.O. PER MANUFACTURER)
ALTERNATE BUCK STRIP ATTACHMENTS:
IF A MULTIPLE BUCK IS REQUIRED THE
ADDITIONAL LUMBER, UP TO AND
INCLUDING 1-1/2" IN THICKNESS, SHALL BE
NAILED AT 12" O.C. WITH 10d NAILS, (8d
ACCEPTABLE FOR 1x's)
WHEN ADDITIONAL LAYERS ARE NEEDED, IT IS
ADVISED THAT A BUCK INSPECTION SHALL BE
PASSED PRIOR TO ADDING ADDITIONAL
LAYERS WITHOUT MASONRY SCREWS.
ANY BUCK STRIP GREATER THAN OR EQUAL
TO 6" WILL NOT BE ALLOWED, ANY SPACE
BETWEEN WINDOW/DOOR AND MASONRY
SHALL BE FILLED AND CONSTRUCTED PER
MIXED CONSTRUCTION DETAIL WITH A MIN
OF (1) 5/8" x 6" ANCHOR BOLTS INTO SLAB
AND CONCRETE ABOVE.
5/8" x 6" TITEN HD'S, ARE ACCEPTABLE
SUBSTITUTIONS FOR ANCHOR BOLTS IN THIS
SPECIFIC SITUATION.
2x_ P.T. SOLE PLATE
12" DRYWALL EACH SIDE
2x_ STUDS TO BE 16" O.C #2 SYP
OR BETTER (SEE WALL LEGEND
ON FLOOR PLAN FOR WALL
SIZES)
2x_ TOP PLATE
5 8" DRYWALL
NON-BEARING INTERIOR WALL
EXISTING SLAB CONCRETE
EX. TRUSSES OR RAFTER
TO REMAIN
1/4" TAPCONS @ 16" O.C., 4"
FROM ENDS, MIN 2"
EMBEDMENT
SIMPSON VTCR CLIPS @ 24" O.C.
INTO TRUSSES OR RAFTERS BELOW
ROOF SHEATHING, TYP. U.N.O.
VALLEY SET TRUSSES
BLOCKING
COMMON TRUSSES OR RAFTERS
VALLEY TRUSS DETAIL
GIRDER TRUSS
CMU WALL
HURRICANE TIE
FILLED CELL
REQ'D UNDER
GIRDER TRUSS
GIRDER DETAIL
SCALE: N.T.S
HEADER SCHEDULE
PT 2X4 BLOCKS EVERY OTHER
SPACE BETWEEN TRUSSES TOP
CHORDS. FASTEN W/(3) 12d
NAILS, TOE NAILED AT EA. END
PT 2X4 LEDGER W/ 1
4"
TAPCONS @ 16" O.C.
CORNER SOFFIT
ZONES ARE TO BE
REINFORCED W/1X2
PT FURRING AT 4"
O.C.
2X4 SOFFIT FRAMING @ 12"
O.C. USE (3) 16d NAILS TO
TRUSS TAIL AND HU HANGER
TO LEDGER - USE A23 TO
FASCIA BETWWEN TRUSS
TAILS
ALUMN. DRIP EDGE
ALUM. FASCIA OVER
PT 2X6 SUBFASCIA
FILLED CELL DETAIL
SCALE: N.T.S
ROUGH OPENING PREPARATION DETAIL
SCALE: N.T.S
MIXED CONSTRUCTION DETAIL
SCALE: N.T.S
BUCK STRIP DETAIL
SCALE: N.T.S
BEARING INTERIOR WALL
WOOD BEAM
(SEE FRAMING PLAN
FOR SIZE AND LOCATION)
(2) SIMPSON MSTA24 (HORIZ.)
DOUBLE TOP PLATE
TYP. BEAM TO WOOD FRAME WALL
DETAIL
SCALE: NTS
DUAL BEARING WALL DETAIL
SCALE: N.T.S
4" NOM. CONC. SLAB
W/ 6x6 W1.4 x W1.4
WWM OR FIBERMESH
3"x4" INSPECTION
OPNG. @ EA. VERT.
DOWEL
DECORATIVE
CEMENTITIOUS COATING
8" C.M.U. WALL W/ 8x8x16
CONC BLOCKS W/ (1) #5
REBAR @ 48" O.C.
ALUM. FRAMED WINDOW W/ SCREEN
1x4 PT FUR STRIP @ 16" O.C.
(2) COURSE K.O. BLOCK BOND BEAM W/ (1)
#5 REBAR EA. COURSE
@ EXTERIOR WALLS AND PORCHES
ALUM. FASCIA OVER 2x6
SUBFASCIA
PRE-ENGINEERED WD.
TRUSS AT 24" O.C.
HURRICANE ANCHOR AT EACH
TRUSS (SEE ROOF FRAMING
PLAN) SIMPSON HETA20 IS STD
ROOF COVERING PER NOA
SEE ROOF SHEATHING ATTACHMENT FOR
NAILING PATTERN, SHEATHING TYPE, AND
SPECS. OFFSET EDGE NAILING FROM
ADJACENT SHEETS.
ALFOIL BATT INSUL. BETWEEN
FURRING OR 3/4" RIGID BOARD
INSULATION BEHIND FURRING.
INSULATION (SEE SPECS.)
INSULATION BAFFLE
ALUM. DRIP EDGE
VENTED ALUM. SOFFIT
PERIMETER
PRECAST CONC SILL
5/8" DRYWALL
HEADER TYPES AS CALLED OUT
ON PLAN & LINTEL SCHEDULE
1x4 PT NAILER
1/2" DRYWALL
1/2" DRYWALL
T.B.D. SILL
1x2 PT BASE NAILER
WOOD BASE
EM
B
E
D
M
E
N
T
L
I
N
E
EXTERIOR 1-STORY WALL SECTION
SCALE: NOT TO SCALE
FILL
CONC. FOOTING AS PER
FOUNDATION PLAN AND
SCHEDULE
CLEAN COMPACTED POISON
TREATED 6 MIL VAPOR BARRIER
LAPPED 6" & TAPPED
A
D
D
I
T
I
O
N
24
2
0
S
C
A
R
B
O
R
O
U
G
H
L
N
,
CA
R
M
E
L
,
I
N
4
6
0
3
2
P
R
O
J
E
C
T
F
O
R
Email: yousufshaikh747@gmail.com
S3.0