22 Vista Avenue Proposed Elevation and Floor PlanK r i t i k o s A r c h i t e c t s
14 Olsen Road Peabody, MA 01960
(978) 531-4164 E-Mail: phil@kritikosarchitects.com
STL
STOR
SUSP
T & G
THK
TYP
VCB
VIF
VPB
WC
WD
W/
W/O
WT
GL
GWB
HP
HDP
HR
HT
INSUL
LT
MAX
MECH
MIN
MISC
MO
N/A
NIC
NTS
OPP
P. LAM
PL
PTD
REQ
RO
SIM
SST
STD
Glass
Gypsum Wall Board
Handicapped
High Density Polymer
Hour
Height
Insulation/Insulated
Light
Maximum
Mechanical
Minimum
Miscellaneous
Masonry Opening
Not Applicable
Not In Contract
Not To Scale
Opposite
Plastic Laminate
Plaster
Painted
Required
Rough Opening
Similar
Stainles Steel
Standard
Above Finished Floor
Aluminum
Board
Building
Cement Fiber Board
Ceiling
Clear
Column
Concrete
Construction
Continuous
Carpet
Ceramic Tile
Center
Detail
Diameter
Dispenser
Down
Drawing
Electric (Electrical)
Equal
Existing to Remain
Existing
Finished Floor
Gauge
AFFL
AL
BD
BLDG
CFB
CLG
CLR
COL
CONC
CONSTR
CONT
CPT
CT
CTR
DET
DIA
DISP
DN
DWG
ELEC
EQ
ETR
EXIST
FFL
GA
Steel
Storage
Suspended
Tongue & groove
Thick
Typical
Vinyl Cove Base
Verify in Field
Veneer Plaster Base
Water Closet
Wood
With
Without
Weight
Detail No.
BUILDING SECTION
Drawing No.
CONCRETE
BRICK
GYPSUM BOARD
OR PLASTER
PLYWOOD
(FINISHED)
STONE
LUMBER
(ROUGH)
LUMBER
STEEL
MASONRY UNITS
(RIGID)
INSULATION
CONCRETE
EARTH
GRANULAR FILL
INSULATION
COMPACTED
1
A - 4
Drawing No.
Detail No.
DETAIL SECTION
LIST OF DRAWINGS
GENERAL NOTES LEGEND
Project:
DATE:
ABBREVIATIONSMATERIAL LEGEND & SYMBOLS
NOTES:
1 MATERIAL SYMBOLS ARE NOT ALL
NECESSARILY INCLUDED.
2. DIMENSIONS TAKEN AT NEW CONSTRUCTION ARE
TO FACE OF STUD UNLESS OTHERWISE NOTED.
3. ANY MATERIALS SPECIFIED IN THESE DRAWINGS
ARE NOT TO BE SUBSTITUTED WITHOUT THE
AUTHORIZATION OF THE ARCHITECT.
www.kritikosarchitects.com
NEW 4-CAR DETACHED GARAGE
22 VISTA AVENUE
SALEM, MA 01970
NOTE #1:
ALL WORK SHALL COMPLY WITH THE COMMONWEALTH OF MASSCHUSETTS STATE
BUILDING CODE, THE REQUIREMENTS OF THE CITY OF SALEM, THE OCCUPATIONAL AND
HEALTH STANDARDS AND ALL OTHER APPLICABLE REGULATIONS, LAWS, ORDINANCES
ETC. GOVERNING THE WORK.
NOTE #2:
ALL PLAN AND DETAIL DIMENSIONS SHOULD BE VERIFIED IN THE FIELD PRIOR TO
COMMENCING THE WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL
DEVIATIONS IN THE DIMENSIONS AND LOCATIONS ETC. BEFORE PROCEEDING WITH
AFFECTED PART OF THE WORK.
NOTE #3:
DO NOT SCALE THESE DRAWINGS FOR QUANTITIES, LENGTHS, SIZES, AREAS,
CLEARANCES ETC.
NOTE #4:
IT IS NOT INTENDED THAT THESE DRAWINGS SHOW EVERY CUT, CONDITION ETC. OF THIS
SYSTEM.
NOTE #5:
SITE SHALL BE LEFT CLEAN AT THE END OF EACH WORKING DAY. ALL DEBRIS SHALL BE
PICKED UP AND PLACED IN CONTAINERS, CONSTRUCTION QUALITY BAGS, DUMPSTER OR
OTHER ACCEPTABLE MEANS.
NOTE #6:
ALL CONSTRUCTION DEBRIS SHALL BE PROPERLY DISPOSED OF DURING THE EXTENT OF
THE WORK, AND THE SITE SHALL BE LEFT COMPLETELY CLEAN AND FREE OF DEBRIS AT
THE END OF THE CONTRACT. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF.
NOTE #7:
THE CONTRACTOR SHALL TEMPORARILY DISCONNECT AND REMOVE ALL EXISTING
SERVICES THAT INTERFERE WITH THE PROPER INSTALLATION OF THE NEW
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO NOTIFY THE ARCHITECT/OWNER OF
THESE SERVICES BEFORE DISCONNECTION. REINSTALL AND RECONNECT ALL
TEMPORARILY DISCONNECTED AND REMOVED ITEMS TO THE SATISFACTION OF THE
OWNER.
NOTE #8:
ALL AREAS DISTURBED OR DAMAGED AS A RESULT OF WORK BEING PERFORMED ARE TO
BE PATCHED OR REPLACED TO MATCH ADJACENT SURFACES.
Prepared for:
MR. MICHAEL KOSTOPOULOS
22 VISTA AVENUE
SALEM, MA 01970
NEW DOOR
2-
6
x
6
-
8
Door Size
9-29-2025 TITLE PAGE A-0
A-0 TITLE PAGE
A-1 FIRST FLOOR PLAN & DETAILS
A-2 ATTIC FLOOR PLAN & ROOF PLAN
A-3 ELEVATIONS
A-4 BUILDING SECTION
A-5 BUILDING CROSS-SECTION & WALL SECTIONS
A-6 FOUNDATION PLAN, FRAMING PLANS, SECTIONS & DETAILS
A-7 FLOOR FRAMING PLAN
A-8 ROOF FRAMING PLAN & DETAILS
UP
A-34
A-3
A-3 6
3
A-3 2
A-3
5
23' - 1"
56' - 6"
12
'
-
4
1
/
2
"
20
'
-
1
1
1
/
4
"
41
'
-
6
"
20
'
-
6
3
/
4
"
A-3
1
6'
-
0
1
/
4
"
9'
-
1
0
"
9'
-
1
0
"
6'
-
0
1
/
4
"
CONTINUOUS
TRENCH DRAIN
1
A-5
6' - 4 3/4"
11' - 1"
11' - 1"
6' - 0"14' - 10"14' - 10"14' - 10"6' - 0"
4'
-
0
3
/
4
"
4'
-
9
1
/
2
"
2
A-4
3-0x6-8
3-0x6-8
1'
-
0
"
6'
-
2
"
7' - 0"
4" CONCRETE
SLAB FOR STOOP
9'
-
1
0
"
A-1
3
CONTINUOUS
TRENCH DRAIN
20'-0" WIDE
OVERHEAD DOORTRENCH DRAIN
10'-0" WIDE OVERHEAD
DOORS (TYPICAL)
DECKING AS
SELECTED BY OWNER
(2) 2 x 10 P.T.
PERIMETER JOISTS
ALUMINUM FLASHING-
CONTINUOUS
CAULK
2 x 12 P.T. LEDGER BOARD
SECURED TO RIM JOIST USING
HEAVY DUTY MIN. 3/8" LEDGER
LOK FASTENERS @ 9" O.C.
STAGGERED
8" COMPACTED
CRUSHED STONE
COMPACTED
UNDISTURBED EARTH
1'-6" DIAM. CONCRETE
FILLED SONOTUBE
4'
-
0
"
1' - 6"
NEW GALVANIZED
POST BASE
6 x 6 P.T. POST
GRADE
3 1/2"
3'
-
6
"
COMPOSITE
RAILING
2 x 10 P.T. JOISTS
@ 12" O.C.
3
3
/
4
"
MAX.
3 3/4"
P.T. WOOD
BALLUSTERS
2 x 12 P.T.
CARRIAGE
1 x 6 P.T.
TREADS
SEE CROSS-SECTION THIS
PAGE FOR ADDITIONAL
INFORMATION
2'
-
1
0
"
8
1
/
4
"
10"
1 x 6 P.T.
TOP RAIL
P. T. NEWEL
POST BEYOND
2 x 2 P.T.
BALLUSTERS
2 x 12 P.T
CARRIAGE
2 x 12 P.T
CARRIAGE
2 x 12 P.T.
INTERMEDIATE
CARRIAGE EQUALLY
SPACED
3'
-
6
"
A
T
D
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K
S
&
L
A
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D
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S
2'
-
1
0
"
(
M
E
A
S
U
R
E
D
A
T
N
O
S
I
N
G
)
1 x 6 P.T.
TREADS
2 x 2 P.T.
BOTTOM RAIL
2 x 12 P.T
CARRIAGE
1t
2' - 10 1/2"
4'
-
0
1
/
4
"
2' - 10 1/2"
1'
-
7
1
/
4
"
9' - 8 1/4"
8
3
/
4
"
A 1tB
1tC
TRANSOM @ WINDOWS
TRANSOM @ O.H. DOORS
WINDOW HEIGHT @
SECOND FLOOR
SHALL BE 5'-6"+/-
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1/4" = 1'-0"1 FLOOR PLAN
1" = 1'-0"3 STAIR DECK POST DETAIL
1 1/2" = 1'-0"4 STAIR SECTION
1 1/2" = 1'-0"5 STAIR CROSS-SECTION
1/4" = 1'-0"
WINDOW SCHEDULE
A-34A-3 6
A-3
1
1
A-5
6' - 6 3/4"
13' - 4 1/4"6' - 4 1/2"
1'
-
0
"
9' - 11 1/2"9' - 11 1/2"
5'
-
1
1
/
4
"
9'
-
3
1
/
4
"
ALIGN THIS WINDOW WITH
OVERHEAD DOOR
CENTERLINE BELOW
3' - 0"
3' - 0"
3'
-
0
"
2
A-4
3
A-5
ICE & WATER SHIELD THROUGHOUT
ROOF CRICKET
SHADED AREA INDICATES
SHED DORMER
SHADED AREA INDICATES
SHED DORMER
ICE & WATER SHIELD
THROUGHOUT
GRAY SHADED AREA
INDICATES EPDM (RUBBER)
ROOF -SEE SECTION
NOTE WELL:
ROOF PITCH VARIES THROUGHOUT, DUE
TO HEIGHT RESTRICTION. MAIN ROOF
RAFTERS TO SIT ON DOUBLE PLATE.
ROOF HEIGHT IS CRITICAL & IS TO BE
MAINTAINED NO HIGHER THAN 18'-0"
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1/4" = 1'-0"1 ATTIC FLOOR PLAN
1/4" = 1'-0"2 ROOF PLAN
GROUND FLOOR
0"
ATTIC FLOOR
9' -5 3/4"
WALL SCONCES
A A
C C CCC C8" PVC
CORNER
BOARD
A
8" PVC CORNER
BOARD
A
GROUND FLOOR
0"
ATTIC FLOOR
9' -5 3/4"
C C
A
ALIGN WINDOW WITH
O.H. DOOR BELOW
GROUND FLOOR
0"
ATTIC FLOOR
9' -5 3/4"
9'
-
5
3
/
4
"
A A A
8" PVC CORNER BOARD
A A A A A
GROUND FLOOR
0"
ATTIC FLOOR
9' -5 3/4"
18
'
-
0
"
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1/4" = 1'-0"1 ELEVATION - 1A
1/4" = 1'-0"2 ELEVATION 2A
1/4" = 1'-0"3 ELEVATION - 3A
1/4" = 1'-0"4 ELEVATION - 4A
1/4" = 1'-0"5 ELEVATION 5A
1/4" = 1'-0"6 ELEVATION - 6A
GROUND FLOOR
0"
ATTIC FLOOR
9' -5 3/4"
A-5
2
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1/2" = 1'-0"2 BUILDING SECTION
5/8" GWB
2 x 6 K.D. WOOD
STUDS @ 16' O.C.
R-30 CLOSED CELL
SPRAY INSULATION
CONTINUOUS
ALUMINUM DRIP EDGE
PVC FASCIA &
SOFFIT
2x NAILER
NEW SIDING AS
SELECTED BY OWNER
1/2" ZIP SYSTEM -
JOINTS TAPED
AIR INFILTRATION
BARRIER
A-6
3
ASPHALT SHINGLES AS
SELECTED BY OWNER
ICE & WATER SHIELD
OVER 15# FELT 5/8" ZIP SYSTEM ROOF
SHEATHING-JOINTS TAPED
R-60 CLOSED
CELL SPRAY
INSULATION
3/4" T & G
SHEATHING
R-30 BATT
INSULATION
W/VAPOR
BARRIER
5/8" FIRECODE TYPE-X
GWB OVER 1 x 3 WOOD
STRAPPING @ 16" O.C.
HURRICANE TIES @
EVERY RAFTER
FOR FOUNDATION
INFORMATION-SEE
FOUNDATION DETAILS
1'
-
0
"
#4 @ 24" O.C.
FOUNDATION
DAMPROOFING
3" RIGID INSULATION
(2) # 4 BARS
3/4" DIAM. ANCHOR
BOLTS @ 24" O.C.
(2) 2 x 6 P.T. WOOD SILL ON
SILL SEALER & TERMITE
SHIELD
1 x 6 COMPOSITE
DECKING
2 x 3 P.T. FRAMING
2 x 4 P.T. SLEEPERS
ALUMINUM COPING & CAP
FLASHING-PER MEMBRANE
ROOF MANUFACTURER'S
STANDARDS
1/2" GWB
R-60 CLOSED CELL
SPRAY INSULATION1 x 3 WOOD
STRAPPING
@ 16" O.C.
CAP FLASHING &
TERMINATION AS
RECOMMENDED BY
ROOFING MANUFACTURER
3/4" T & G
SHEATHING
EPDM MEMBRANE
ROOF SYSTEM
1/2" FIBER BOARD
FINISH GRADE
10"
6" CONCRETE
SLAB ON GRADE
WITH 4x4 W.W.M.
8" MINIMUM
COMPACTED
CRUSHED STONE
COMPACTED
UNDISTURBED
EARTH
8" MINIMUM COMPACTED
CRUSHED STONE
COMPACTED
UNDISTURBED EARTH
2 # 4's T & B
3 CONT. #4's AT BOTTOM
OF FOOTING WITH 2'-6" x
2'-6" 90 DEGREE CORNER
BARS AT ALL FOOTING
CORNERS
CONTINUOUS KEYWAY
#4's @ 24" O.C.#4's @ 24" O.C.
2 # 4's T & B
MI
N
.
8"
NEW SIDING AS
SELECTED BY OWNER
1/2" ZIP SYSTEM -
JOINTS TAPED
2 x 6 K.D. WOOD
STUDS @ 16' O.C.
R-30 CLOSED CELL
SPRAY INSULATION
6"
COMPOSITE
BALLUSTERS
COMPOSITE
TOP RAIL
COMPOSITE NEWEL POST
BEYOND
3'
-
6
"
3/4" EXTERIOR
GRADE SHEATHING
1'
-
0
"
PVC FASCIA
5/8" FIRECODE
TYPE-X GWB
R-30 BATT
INSULATION
W/VAPOR
BARRIER
PVC EDGE TRIM
GROUND FLOOR
0"
ATTIC FLOOR
9' -5 3/4"
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3/4" = 1'-0"2 WALL SECTION @ REAR OF BUILDING
3/4" = 1'-0"3 ROOF DECK SECTION
1/2" = 1'-0"1 BUILDING CROSS-SECTION 2
23' - 1"
56' - 6"
41
'
-
6
"
20
'
-
1
1
1
/
4
"
34' - 5"
12
'
-
4
1
/
2
"
COMPACTED
UNDISTURBED EARTH
GRADE
#4's @ 24" O.C.
2 # 4's T & B
3 CONT. #4's AT BOTTOM OF
FOOTING WITH 2'-6" x 2'-6" 90
DEGREE CORNER BARS AT ALL
FOOTING CORNERS
CONTINUOUS KEYWAY
8" COMPACTED
CRUSHED STONE
7"10"7"
1'
-
0
"
(2) 2 x 6 P.T. PLATE
ON SILL SEAL &
TERMITE SHIELD
6" SLAB ON GRADE
W/VAPOR BARRIER
& 4x4 WWM
1/2" DIAM. PAB ANCHOR
BOLT @ 36" O.C. W/ 5"
EMBEDMENT TYP.
8"
M
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.
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4'
-
0
"
#4's @ 24" O.C.
COMPACTED
UNDISTURBED EARTH
8" COMPACTED
CRUSHED STONE
2 # 4's T & B
FOUNDATION
DAMPROOFING
3' - 0"
3" RIGID INSULATION
FINISH GRADE
10"
6"
.
6" CONCRETE
SLAB ON GRADE
WITH 4x4 W.W.M.
8" MINIMUM
COMPACTED
CRUSHED STONE
COMPACTED
UNDISTURBED
EARTH
4"
4"
4'
-
0
"
8" MINIMUM COMPACTED
CRUSHED STONE
COMPACTED
UNDISTURBED EARTH
2 # 4's T & B
3 CONT. #4's AT BOTTOM
OF FOOTING WITH 2'-6" x
2'-6" 90 DEGREE CORNER
BARS AT ALL FOOTING
CORNERS
CONTINUOUS KEYWAY
#4's @ 24" O.C.#4's @ 24" O.C.
2 # 4's T & B
FOUNDATION
DAMPROOFING
STEEL BEAM
STEEL POST
STEEL PLATE-
SEE DETAIL
STEEL PLATE 3/4" x 8" x 12" WELDED TO
POST & ATTACHED TO STEEL BEAM
FLANGE WITH (4) 3/4" A307 BOLTS
FOUNDATION
NOTE:
ALL STEEL MEMBERS, STEEL
CONNECTIONS, PLATES ETC. ARE TO BE
SIZED PROPERLY BY STEEL SUPPLIER OR
STRUCTURAL ENGINEER
1/4" WEB STIFFENER-
EACH SIDE OF WEB
COL. BASE PL. 3/4" x 9" x 10"
WITH (4) 5/8" ROUND x 6" LONG
ANCHOR BOLTS
HSS 5-1/2" x 5-1/2"
x 1/2" STEEL POST
9"
2 1/4"
10
"
5"
2 1/4"
WOOD I-JOIST -SEE
PLAN FOR DEPTH
GALV. JOIST HANGER
DESIGNED FOR I-JOIST
SUPPORT, 1520# CAPACITY
@ 100% STRESS LEVEL
2x12's AND PLYWOOD FILLER
BOLTED TO W12 WITH TWO ROWS
OF 3/8"∅BOLTS @ 3'-0" O/C,
STAGGERED
W12
FLOOR DECK
3/8" AIRSPACE BETWEEN
TOP FLANGE AND PLYWOOD
WOOD I-JOIST -SEE
PLAN FOR DEPTH
1/4" = 1'-0"1 FOUNDATION PLAN
NOTE 1
ALL CONCRETE WORK SHALL CONFORM TO THE BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI
318-99) AND SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS (ACI 301).
NOTE 2
ALL CONCRETE IN FOUNDATIONS AND FOOTINGS SHALL
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI
AT 28 DAYS.
NOTE 3
ALL CONCRETE SLABS ON GRADE SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28
DAYS.
NOTE 4
ALL CONCRETE SHALL HAVE BETWEEN 5% TO 7% AIR
ENTRAINMENT AND 4" MAX. SLUMP.
NOTE 5
NO CONCRETE SHALL BE CAST IN WATER OR ON FROZEN
GROUND.
NOTE 6
BACKFILL AGAINST WALLS SHALL BE PLACED
ALTERNATELY ON EACH SIDE IN 12" MAXIMUM LIFTS.
NOTE 7
REINFORCING STEEL SHALL CONFORM TO THE
FOLLOWING:
(A) ASTM 615, GRADE 60 FOR DEFORMED BARS (Fy=
60,000 PSI)
(B) WELDED WIRE FABRIC (WWF) REINFORCEMENT: ASTM
A185
DRAWING A-9 & A-10
FRAMING DESIGN & SIZING
FRAMING & STRUCTURAL DESIGN & MEMBER SIZES &
DETAILS ARE SHOWN AS A MEANS TO PROVIDE BASIC
PRICING. LUMBER SUPPLIER OR STRUCTURAL ENGINEER
SHALL PROVIDE ACTUAL ENGINEERING NECESSARY
DRAWINGS ON THIS PAGE ARE
NOT FOR PERMIT OR
CONSTRUCTION
PRICING ONLY
NOTE 8
REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL
CONSTRUCTION JOINTS AS INDICATED ON THE
DRAWINGS.
NOTE 9
WELDED WIRE FABRIC SHALL BE LAPPED 6 INCHES OR
ONE SPACE, WHICHEVER IS LARGER, AND SHALL BE
WIRED TOGETHER
NOTE 10
ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF
ALL LOCAL AND STATE REGUALTIONS AND BUILDING
CODES.
NOTE 11
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN
THE FIELD AND SHALL NOTIFY THE ARCHITECT OF ANY
DISCREPANCY BEFORE PROCEEDING WITH THE WORK.
NOTE 12
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY
BRACING & SHORING UNTIL ALL STRUCTURAL WORK IS
COMPLETE.
NOTE 13
PROVIDE EXPANSION JOINT FILLER AND SEALANT
WHERE FLOOR SLAB ABUTTS WALLS.
NOTE 14
ALL EXTERIOR FOUNDATION WALL CONSTRUCTION
SHALL BE CARRIED DOWN TO A MINIMUM DEPTH OF
FOUR FEET (4'-0") BELOW FINISHED EXTERIOR GRADE.
NOTE 15
BOTTOM ELEVATION OF FOOTING SHALL BE ADJUSTED
IF NECESSARY TO BEAR ON FIRM UNDISTURBED VIRGIN
MATERIAL OR ENGINEERED FILL CAPABLE OF
SUPPORTING A MIN. SOIL BEARING CAPACITY OF 2,500
PSF.
3/4" = 1'-0"3 TYPICAL FOUNDATION SECTION
3/4" = 1'-0"5 SLAB @ OVERHEAD DOORS
1" = 1'-0"6 STEEL POST DETAIL
3" = 1'-0"7 BASE PLATE DETAIL
3/4" = 1'-0"8 WOOD JOIST @ STEEL BEAM
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W1
2
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W1
2
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2
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W12 x 26 STEEL BEAM
HSS 5-1/2"x5-1/2"x1/2"
STEEL POST @ STEEL
BEAM SUPPORTS
HSS 5-1/2" x 5-1/2" x
1/2" STEEL POST @
STEEL BEAM
SUPPORTS
HSS 5-1/2" x 5-1/2" x 1/2"
STEEL POST @ STEEL
BEAM SUPPORTS
5-1/4"x5-1/4" PSL
POST DOWN TO
FOUNDATION BELOW
(3) 1-3/4" x 9-1/2" LVL BEAM
2 x 10 LATERAL
FLOOR JOISTS
@ 16" O.C.
DOUBLE DOUBLE
W12 x 26 STEEL BEAM
W12 x 26 STEEL BEAM
W1
2
x
2
6
S
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B
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A
M
TRIPLE (WALL ABOVE)TRIPLE (WALL ABOVE)TRIPLE (WALL ABOVE)
CENTERLINE OF THIS BEAM TO ALIGN
WITH CENTERLINE OF ROOF RIDGE
ABOVE
(3) 1-3/4" x 9-1/2" LVL BEAM
(3) 1-3/4" x 9-1/2" LVL BEAM
9-1/2" AJS 125 FLOOR JOISTS @ 16" O.C.
HSS 5-1/2" x 5-1/2" x 1/2"
STEEL POST DOWN TO
FOUNDATION -5-1/4"x
5-1/4" PSL POST UP TO
RIDGE
5-1/4"x 5-1/4" PSL
POST UP TO RIDGE
5-1/4"x 5-1/4" PSL
POST UP TO RIDGE
5-1/4"x 5-1/4" PSL
POST UP TO RIDGE
3-1/2"x5-1/4" PSL POST
DOWN TO FOUNDATION
BELOW-FOR HEADER
SUPPORT
(3) 1-3/4"x9-1/2"
LVL HEADER
3-1/2"x5-1/4" PSL POST
DOWN TO FOUNDATION
BELOW-FOR HEADER
SUPPORT (TYPICAL ALL
FIRST FLOOR WINDOWS)
(3) 1-3/4"x9-1/2"
LVL HEADER
(TYPICAL ALL
FIRST FLOOR
WINDOWS)
3-1/2"x5-1/4" PSL
POST DOWN TO
FOUNDATION BELOW-
FOR HEADER
SUPPORT (TYPICAL
ALL FIRST FLOOR
WINDOWS)
(3) 1-3/4"x9-1/2"
LVL HEADER
(TYPICAL ALL
FIRST FLOOR
WINDOWS)
3-1/2"x5-1/4" PSL POST
DOWN TO FOUNDATION
BELOW-FOR HEADER
SUPPORT (TYPICAL ALL
FIRST FLOOR WINDOWS)
W10 x 45 STEEL BEAM
HSS 5-1/2"x5-1/2"x1/2"
STEEL POST @ STEEL
BEAM SUPPORTS
HSS 5-1/2"x5-1/2"x1/2"
STEEL POST @ STEEL
BEAM SUPPORTS
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1/4" = 1'-0"1 FLOOR FRAMING PLAN
DRAWING A-9 & A-10
FRAMING DESIGN & SIZING
FRAMING & STRUCTURAL DESIGN & MEMBER SIZES &
DETAILS ARE SHOWN AS A MEANS TO PROVIDE BASIC
PRICING. LUMBER SUPPLIER OR STRUCTURAL ENGINEER
SHALL PROVIDE ACTUAL ENGINEERING NECESSARY
DRAWINGS ON THIS PAGE ARE
NOT FOR PERMIT OR
CONSTRUCTION
PRICING ONLY
(2) 1-3/4" x 16" VERSA LAM
2.0 3100 RIDGE BEAM
5-1/4" x 5-1/4" PSL
POST DOWN TO STEEL
BEAM BELOW
5-1/4" x 5-1/4" PSL POST
DOWN TO FOUNDATION
BELOW
DOUBLE
DO
U
B
L
E
DO
U
B
L
E
(2
)
1
-3/
4
"
x
1
6
"
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2.
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0
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5-1/4" x 5-1/4" PSL
POST DOWN TO
FOOTING BELOW
5-1/4" x 5-1/4" PSL
POST DOWN TO
STEEL BEAM BELOW
5-1/4" x 5-1/4" PSL
POST DOWN TO
FOUNDATION BELOW
5-1/4" x 5-1/4" PSL
POST DOWN TO
STEEL BEAM BELOW
D O U B L EDOUBLE @12" O.C.
2 x 10 ROOF JOISTS
DOUBLE TOP PLATE
CRIPPLE STUDS
@ 16" O.C.
HEADER
(2) JACK STUDS (LOAD
BEARING WALLS)
(1) JACK STUD (NON-
LOADBEARING WALLS)
DOUBLE SILL
@ WINDOWS
BOTTOM PLATE
CRIPPLE STUDS
@ 16" O.C.
(3) 2x10 WITH TWO
LAYERS OF 1/2"
PLYWOOD SPACER
(2) 2x10 WITH ONE
LAYER OF 1/2"
PLYWOOD SPACER
ALL EXTERIOR WALLS &
INTERIOR 2x6 STUD WALL HEADER
INTERIOR LOAD BEARING
2x4 STUD WALL HEADER
ABOVE DETAILS ARE TYPICAL AT ALL OPENINGS IN LOAD
BEARING/EXTERIOR WALLS UNLESS OTHERWISE NOTED ON
FRAMING PLANS
5 1/2"3 1/2"
NEW BEAM
MEMBER TYPICAL
16D NAILS @ 12" O/C
(TYP. EACH FACE -
STAGGERED)
TWO MEMBER
BEAMS THREE MEMBER
BEAMS
16D NAILS
@ 12" O/C
2"
2"
2"
2"
NEW BEAM
MEMBER
TYPICAL
1/4" = 1'-0"1 ROOF FRAMING PLAN
1/4" = 1'-0"2 DORMER FRAMING PLAN
3/8" = 1'-0"3 TYPICAL FRAMING @ OPNENING
1 1/2" = 1'-0"4 TYPICAL HEADERS
1 1/2" = 1'-0"5 TYPICAL NAILING @ BUILT-UP BEAMS
DRAWING A-9 & A-10
FRAMING DESIGN & SIZING
FRAMING & STRUCTURAL DESIGN & MEMBER SIZES &
DETAILS ARE SHOWN AS A MEANS TO PROVIDE BASIC
PRICING. LUMBER SUPPLIER OR STRUCTURAL ENGINEER
SHALL PROVIDE ACTUAL ENGINEERING NECESSARY
DRAWINGS ON THIS PAGE ARE
NOT FOR PERMIT OR
CONSTRUCTION
PRICING ONLY
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N
U
E
SA
L
E
M
,
M
A
0
1
9
7
0
A-8
9-
2
9
-
2
0
2
5
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
&
D
E
T
A
I
L
S
NE
W
4
-
C
A
R
D
E
T
T
A
C
H
E
D
G
A
R
A
G
E
PA
K
MR
.
M
I
C
H
A
E
L
K
O
S
T
O
P
O
U
L
O
S