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WEST ELEV AT ION
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SOUTH ELEVATION
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NORTH ELEVATION
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EAST ELEVATION
1 /4" = 1'-O 11
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' DESIGN PHASE
PRELIMINARY PLAN
CHECK SET PLAN
16 SEPTEMIBER 202
FINAL CHECK SET PLAN
20 SEPTEMBER 202
REVISION 1
26 SEPTEM}3ER 2024
REVISION 2
14 ✓UL *' 24025
g2$AIOP! EVERY EFFORT HAS
BEEN MADE IN PREPARING
THESE PLANS AND CHECKING
THEM FOR ACCURACY,
CONTRACTOR/HOMEOWNER MUST
VERIFY GRADES, FOOTING SIZES,
ELEVATIONS, ROUGH OPENINGS,
HEADER AND BEAM SIZES AND ALL
OTHER DIMENSIONS AND SPECS AN
BE RESPONSIBLE FOR THE SAME,
SCALE
AS SHOWN
DRAWN BY
J, JALOWITZ
J015 NUMBER
PAGE
OF 4
0 6 1� SCISSOR TRUSSES s 24" O.C. t
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/ GRADE EAST SI E OF HOUSE
1
8" REINFORCED CONC. WALL
(FI VERIFY THIS DIMENSION PER
UPPER BALCONY POST LOCATION)
m
4" REINFORCED CONC, SLAB ON
LINE OF CANTILEVER - UNDISTURBED SOIL OR COMPACTED
18'-5'/811
DECK ABOVE 0 _ GRANULAR FILL
---- -- - CROSS SECTION
36'-0lll ' -DECK- 1 /4" = 1'-0"
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3 PLY 16" LVL-BEAM
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16 SPTEMBI=R 202
OI rICROWA
' ; ; FINAL GHEGK SET PLAN
W/D _ 1 20 SEPTEMBER 2024
; 2ro REVISION
EPTEMBER 2024
tQ m UJ - lU ; ; REVISION 2
x C LAUNDRY ° ; ; ;
24 ✓UL r 2025
1 1
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' I O THESE P ANS AND 5EEN MADE IN GHEGIKING
ON OI O THEM FOR ACCURACY,
_ 6e O _ , , CONTRACTOR/HOMEOWNER MUST
VERIFY GRADES, FOOTING SIZES,
CJ \ UP O 'O O ELEVATIONS, ROUGH OPENINGS,
�/ �+ , I I HEADER AND BEAM SIZES AND ALL
04
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\� DN. ' DRAWN BY
J, JALOWITZ
N i I
� REM. � � � I 1 1
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' I I I JOB NUMBER
2 PLY 2X�_H� _ ER ' '
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6'-O x 4'-6" `----------------------------------------
I' I PAGE
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PORTAL FRAME
METHOD ro OF COMM 21,25 (5)
1/2 DRYWALL W/ ALL EDGES
BLOCKED a NAILED 1" O,C,
TO STUDS OR BLOCKING 9
ALL EDGES 4 12" O.C. IN FIELD
(OR METAL T-WIND BRACING OR
METHOD 4 SHOWN BELOW)
METHOD 4 OF COMM 21,25 (5)
1/2" 0,9,15, WALL SHEATHING
NAILED TO STUDS 4 PLATES
W/ SD SINKERS B 1" O,G,
@ ALL EDGES 4 12" O.C. IN FIELD
151RACING NOTES
L) WALLS INTERMITTENTLY BRACED W/
7/16" 0,5:, PANELS FASTENED W/ Sd
NAILS ®O,G, s PERIMETER a 12" O.C.
IN FIELD UNLESS NOTED OTHERWISE
2.) PLAN SHOWS MINIMUM PANELS
REQUIRED FOR WALL SUPPORTING
ROOF ONLY a MAXIMUM SPACING
(6 -0" x 4'-6"
SINGLE PORTAL FRAME
CONTINUOUS HEADER - II 1/4" X 3" (MIN, ,
�-- FASTEN PLATE TO HEADER W/ TWO ROWS
OF 16D SINKER NAILS 0 3" O,C, (TYPICAL)
1000* STRAP
OPPOSITE SHEATHING
(OR 5000 STRAP EACH
SIDE 0- WALL)
FASTEN 1/2" THICK SHEATHING TO HEADER W/ &D SIT
IN 3 G--RID PATTERN AS SHOWN AND 3" O.C. IN ALL
/ FRAMING (STUD, BLOCKING, a SILLS) TYPICAL
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12'-9%411
JBi2ACING REQUIRED TO SUPPORT P PENDICULAR WALL
1.3ro PANELS (1" 11NIMUM) 's 251-0" 0, ITHIN 121-ro11 Or
CORNER - 2 PANELS SHOWN -
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31-0"
LAUNDRY
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31-0"
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6i—On x 4'-6" 2 -8 3/4 a �I-3�411
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131-3i4" � -O
D PO CH I
15RACING R RP DICULAR WALL
L36 PANELS (MINIMUM) 6 25'-0" O.G. 4 WITHIN 121-6" OF
CORNER - 3 PANELS SHOWN
KITCHEN
MAIN FLOOR WALL IBRACING }CLAN
1/411 = 1'-Oil
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CHECK SET PLAN
1(o 6EPTEMI3ER 2024
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FINAL CHECK SET FLAN
Z Q 1�U 20 SEPTEMBER 2024
U z REVISION I
- 26 SEPTEME- ER 2024
OREVISION 2
24 ✓UL r 2025
,[� Qt4 $VERY EFFORT HAS
IBEEN MADE IN PREPARING
THESE PLANS AND CHECKING
THEM FOR ACCURACY,
CONTRACTOR/HOMEOWNER MUST
VERIFY GRADES, FOOTING SIZES,
ELEVATIONS, ROUGH OPENINGS,
HEADER AND BEAM SIZES AND ALL
OTHER DIMENSIONS AND SPECS ANI
BE RESPONSIBLE FOR THE SAME,
SCALE
AS SHOWN
DRALUN BY
J. JALOWITZ
JOB NUMBER
PAGE
4 of 4