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EE P(PIGAL STEM WALL DETAIL 76'-0"
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FOUNDATION PLAN
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VERTICAL REINFORCEMENT TO BE #5
DEFORMED BARS AT 48" O.C. FILL CELLS
WITH 3000 psi CONCRETE.
ONE STORY: d=8", b=16", (2) #4 BARS
TWO STORY: d=10", b=20", (3) #4 BAR;
THREE STORY: d=12", b=24", (2) #5 BAR'
VERTICAL REINFORCEMENT TO HAVE 9"
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THREE STORY: d=12", b=24", (2) #5 BA
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8"X16" CMU STEMWALL, MAX 6 COURSES
VERTICAL REINFORCEMENT TO BE #5
DEFORMED BARS AT 48" O.C. FILL CELLS
WITH 3000 psi CONCRETE.
ONE STORY: d=8", b=16", (2) #4 BARS
TWO STORY: d=10", b=20", (3) #4 BAR;
THREE STORY: d=12", b=24", (2) #5 BAR'
VERTICAL REINFORCEMENT TO HAVE 9"
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INTO TOP COURSE.
FOOTING TO BEAR ON FIRM
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� TYPICAL STEMWALL DETAIL
CONTINUOUS BOND BEAM WITH 3000 F
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FINISHED GRADE
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PLAN.
VARIES WITH GARAGE SLOPE
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VERTICAL REINFORCEMENT TO BE #5
DEFORMED BARS AT 48" O.C. FILL CELL
WITH 3000 psi CONCRETE.
ONE STORY: d=8", b=16", (2) #4 BAR
TWO STORY: d=10", b=20", (3) #4 BA
THREE STORY: d=12", b=24", (2) #5 BA
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INTO TOP COURSE.
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SOIL.
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TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.m
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SIZE OF DIMENSIONAL LUMBE N 9
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ALL WALLS WITH STRUCTURAL SHEATHING ACT AS LA ERAL FORCE 0
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SHEET NUMBER uj
DETAIL NUMBER V M
SHEAR WALL DESIGNATIONZ ly- N
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PORCH/GLULAM BEAM0 W -i
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INTERIOR BEARING WALL Q00W
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STRUCTURE WILL BE CLASSIR D AS INTERIOR U) C
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ABBREVIATIONS:
ICR INTERMEDIATE CRIPPLES REQUIRED. HEADER TO RIPPLES WITH
SDWC15600 SCREWS.
LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBER.
MIR MIRROR.
MSR MACHINE STRESS RATED LUMBER.
O.C. ON CENTER.
OSB ORIENTED STRAND BOARD.
SIM SIMILAR.
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OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEA TO POST vJ
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(2) 2X12 BEAM Tr 7�
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I D I I
L ----TF------ i II II II II II II II II 11 ' Iii
-_
n n n n n nN 11 II II II II II II II
II II II II II II III II II II II II II II II II II �� (2) 2X12 FASCIA III (2) MSTA24
=u==u== u == U�� u= _ �= u===u =u ==u == u 0_-_-_u_-- U 1 BEAM BELOW
Ili
BM1.7 �- - ---� HUC28-2 I i1--
�II
LUS28-2 L - - - - - - - - -
US28 2, lit
- INSTALLED15 2X12 Ill
UPSIDE DOWN. co nn LEDGER "'
SECOND LEVEL FLOOR PLAN
11/4" = V-0"
ROOF RAFTER
2X12 FLAT ROOF/FLOOR JOIST
---------------------� EXISTING FLOOR JOIST
EEI 50 1 -JOIST 3.5"X14"
AT 24" O.C. MAX.. UNO.
I -JOIST NOTES:
1. I -JOIST FASTENED WITH IUS3.56/14, LINO.
2. BLOCK ALL CANTILEVER JOISTS AT
BEARINGS WITH I -JOIST BLOCKING.
3. ALL 2X12 JOISTS/RAFTERS FASTENED AT
ENDS WITH LUS210.
CONVENTIONAL FRAMING - CEILING
MAX CEILING SPANS WITH 10 PSF LIVE LOAD, 5 PSF DEAD LOAD,
AND 1.00 DURATION FACTOR AT 24" O.C.
GRADE,
SYP
No.1
No.2
SPACING
16"
24"
16"
24"
2x4
11'-3"
9'-10"
10'-9"
9'-3"
2x6
17'-8"
15'-6"
16'-11"
13'-11"
2x8
23"-4"
20'-5"
21'-7"
17'-7"
2x10
26'-0"
23'-11"
25'-7"
20'-11"
STRUCTURAL PANEL HEADER.
SYP
SOUTHERN YELLOW PINE.
TYP
TYPICAL.
UNO
UNLESS NOTED OTHERWISE.
CANT
CANTILEVER
2x6 NO.2 SYP LEDGER
O•
FASTEN TO EACH STUD/TRUSS VERTICAL
NITH (3) 1/4"X4" WOOD
SCREWS
• FASTEN TO BAND BOARD WITH (3) ROWS
F 1/4"X4" WOOD
SCREWS AT 16" O.C.
LAST STUD OF PROPOSED WALL TO E
(STING FRAMING
OFASTEN
WITH 1 Od NAILS AT 3" O.C.
O
SEE SHEATHING NOTES FOR PORCH CEILING
l�I
HEATHING.
1167
I i iii I Iii
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II-' ----------------- _.._
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I D I I
L ----TF------ i II II II II II II II II 11 ' Iii
-_
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II II II II II II III II II II II II II II II II II �� (2) 2X12 FASCIA III (2) MSTA24
=u==u== u == U�� u= _ �= u===u =u ==u == u 0_-_-_u_-- U 1 BEAM BELOW
Ili
BM1.7 �- - ---� HUC28-2 I i1--
�II
LUS28-2 L - - - - - - - - -
US28 2, lit
- INSTALLED15 2X12 Ill
UPSIDE DOWN. co nn LEDGER "'
SECOND LEVEL FLOOR PLAN
11/4" = V-0"
ROOF RAFTER
2X12 FLAT ROOF/FLOOR JOIST
---------------------� EXISTING FLOOR JOIST
EEI 50 1 -JOIST 3.5"X14"
AT 24" O.C. MAX.. UNO.
I -JOIST NOTES:
1. I -JOIST FASTENED WITH IUS3.56/14, LINO.
2. BLOCK ALL CANTILEVER JOISTS AT
BEARINGS WITH I -JOIST BLOCKING.
3. ALL 2X12 JOISTS/RAFTERS FASTENED AT
ENDS WITH LUS210.
CONVENTIONAL FRAMING - CEILING
MAX CEILING SPANS WITH 10 PSF LIVE LOAD, 5 PSF DEAD LOAD,
AND 1.00 DURATION FACTOR AT 24" O.C.
GRADE,
SYP
No.1
No.2
SPACING
16"
24"
16"
24"
2x4
11'-3"
9'-10"
10'-9"
9'-3"
2x6
17'-8"
15'-6"
16'-11"
13'-11"
2x8
23"-4"
20'-5"
21'-7"
17'-7"
2x10
26'-0"
23'-11"
25'-7"
20'-11"
FRAMING NOTES AND LEGL D
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 IYP, LINO.
STUD MATERIAL: 2x No. 2 PF, LINO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINS AND ONE CRIPPLE,
LINO. FASTEN HEADER LUMBER TOGETHER USING (2) OWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHI S AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF HE WALL IT IS IN. SEE
THE HEADER DETAIL FOR FASTENING SPECIFICATION
HEADER NOTATION IS:
NUMBER OF PLIES IN H ADER
7 F FF
NUMBER OF KING STU S
1.01
(2),2x6,2:1
NUMBER OF CRIPPLE UDS
SIZE OF DIMENSIONAL'( UMBER
SHEAR WALLS:
ALL WALLS WITH STRUCTURAL SHEATHING ACT AS LATERAL FORCE
RESISTING ELEMENTS BASED ON THE TYPICAL WALI SECTION, THREADED
ROD SPACING, AND SPECIFIC THREADED ROD LOCA IONS SHOWN ON THE
FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING
AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN.
/j SW -#/S# SHEARWALL LOCATIO
SEE DETAILS FOR FAS1 ENERS
SHEET NUMBER
DETAIL NUMBER
SHEAR WALL DESIGNA ION
PORCH/GLULAM BEAM
EXISTING AREA
INDICATES GLAZING C
ASSIFIED AS END ZONE.
EZ ALL OTHER GLAZING L
CATED ON EXTERIOR OF
STRUCTURE WILL BE
ASSIFIED AS INTERIOR
ZONE. SEE "COMPONE
T AND CLADDING DESIGN
PRESSURES," ON COV
R SHEET.
ABBREVIATIONS:
MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD,
AND 1.25 DURATION FACTOR
ICR
INTERMEDIATE CRIPPLES REQUIRED. HEA
ER TO CRIPPLES WITH
SPACING
SDWC15600 SCREWS.
24"
LVL
1.75" WIDE 2.0E EVEREDGE ENGINEERED LIMBER.
2x6
MIR
MIRROR.
13'-5"
MSR
MACHINE STRESS RATED LUMBER.
18'-6"
O.C.
ON CENTER.
13'-11"
OSB
ORIENTED STRAND BOARD.
18'-11"
SIM
SIMILAR.
2x12
SPF
SPRUCE PINE FIR.
23-10"
SPH
STRUCTURAL PANEL HEADER.
SYP
SOUTHERN YELLOW PINE.
TYP
TYPICAL.
UNO
UNLESS NOTED OTHERWISE.
CANT
CANTILEVER
2x6 NO.2 SYP LEDGER
O•
FASTEN TO EACH STUD/TRUSS VERTICAL
NITH (3) 1/4"X4" WOOD
SCREWS
• FASTEN TO BAND BOARD WITH (3) ROWS
F 1/4"X4" WOOD
SCREWS AT 16" O.C.
LAST STUD OF PROPOSED WALL TO E
(STING FRAMING
OFASTEN
WITH 1 Od NAILS AT 3" O.C.
O
SEE SHEATHING NOTES FOR PORCH CEILING
l�I
HEATHING.
BEAM SCHEDULE
1.
.01 MARK PLIES MATERIAL D PTH BM1.1 2 1.75" 2.0E LVL 14" CLO
BM1.2 2 1.75" 2.0E LVL 14" V
W
BM1.3 2 1.75" 2.0E LVL 14" V
BM1.4 2 1.75" 2.0E LVL � 14" LLLL
BM 1.5 3 1.75" 2.0E LVL 14" C)
BM1.6 3 NO.2 SYP 2X12 -
tal
BM1. NO.2 SYP 2X12
BM1.8 - EXISTING - Q
BM1.9 3 1.75" 2.0E LVL"
X14
BM1.10 2 1.75" 2.OE LVL 14"
BM1.11 4 1.75" 2.0E LVL 16" ui ui
cc Z
Q- Q
BM1.12 2 1.75" 2.0E LVL 14" in 0 u5
CONVENTIONAL FRAMING - ROOF
MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD,
AND 1.25 DURATION FACTOR
GRADE,
SYP
No.1
No.2
SPACING
16"
24"
16"
24"
2x6
14'-1"
12'-3"
13'-5"
11'-0"
2x8
18'-6"
16'-2"
1T-1"
13'-11"
2x10
23"-2"
18'-11"
20'-3"
16'-6"
2x12
26'-0"
22'-6"
23-10"
19'-6"
CONVENTIONAL FRAMIN( -FLOOR
MAX FLOOR SPANS WITH 40 PSF LIVE LOAO,
AND 1.00 DURATION FAC
GRADE,
SYP No.1
10 PSF DEAD LOAD,
OR.
No.2
SPACING
16"
24"
N
16"
24"
2x6
14'-1"
8'4"
M
LL
13'-5"
T-7"
2x8
18'-6"
11'-3"
U
17'-1"
9'-8"
2x10
23"-2"
13'-1"
p:
1-
20'-3"
11'-5"
2x12
26-0"
15'-7"-4
Q
23'-10"
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