HomeMy WebLinkAbout2453-53t
)RIZ. BAR
ERT. BAR
OF WALL
M
=i
3-#4 CONT.
C -BAR
H
W
a
b
c
NOMINAL
5'-1" TO 6'-0"
2'-9"
#5 AT 24"
#4 AT 24'
#4 AT 24"
8"
6'-1" TO "7'- C"
3'-0"
#5 AT-,#"
#5 AT 24'
#5 AT 24"
er
7'-1" TO 8'-T
3'-4"
#5 AT 24"
#5 AT 24"
#5 AT 24"
8"
FOR STACK BOND WALLS PROVIDE b BARS AT 1�
(USE OPEN END UNITS)
FREESTANDING MAS. WALL SCHED, 19
2 x STUDS o 1 C
SEE PLAN FOR
PLYWOOD SIZE 2 X PLATE W/1 fid
AND NAIL SPCGSTAGGERED SEE SCHED
-1
DBL JST
DOUBLE JOIST UNDER WALL
'SIMPSON'
A 34 ANCHOR
EACH RAFTER
SEE PLAN FOR
JOIST SIZE
PLYWOOD EDGE
NAILING
2x BLOCKING
SHAPED AT BOTTOM-\
2x CONT.
SHAPED AT TOP
1
"SIMPSON' ;
HURRICANE
:-ANCHOR (H2.5).__j1
TYP I CAL AT EACH
RAFTER.
— B2� BRIDGING ��R PLYWOOD OUNDARY NAILING11t.1��SHEATHING / W 2-8d EA. END �� W� Pit
2-2X COM It S—► SEE PLAN
r-- PLYWD SHTG SEE PLAN � gigs�,
STUDS CRIPPLE 0 fi y- ,,' r OOF SLOPE SEE ARCH Ix ISO,���
DWGS 2X BLOCK O 4'-C' o/c 01
4-16d PER STUD 2x ROOF JOIST Bim' RAFTERS
W/2-1sd
TO ROOF JOIST •. � ROOF RAFTERS. m SOLID BLKG. o
EA END WHERE PIPING
2x4 SOLID BLKG •. L ! '-'- WOOD OCCURS
CONT. 3-16d/BLK `, � 20 GA. RUST
2X SOLID BLKG CONT � RESISTANT BRIDGING SHEATHING
2-2X CONT R 'S___'1113-16d/BLK
N
C
2Xsr�os o � s" R CONT. O
w/2-� sa : N
TOP CHORD OR PER BLOCK MEfA�
PURLIN BEYOND (OPTIONAL AT ROOFl Of
1. USE THIS SECTION WHEN PARAPET SEE PLAN MAXIMUM SPACING OF BRIDGING FOR
WALL HT. FROM TOP It IS 4'-T ALL JOISTS MORE THAN 8" IN DEPTH: 2 HALF LENGTH
OR LESS. SEE APPROP IATE DETAIL NON-BRG. FLOOR JOISTS ------- 8'-0" O.C. 10d NAILS EA. END
FOR WALLS GREATER THAN 4'-0" PARTITION ROOF JOISTS ------- 10'-0" O.C.
2. ADD A35 BENT ti-) ANCH. 0 4'-0" SEE PLAN E)NdnH n
G ROOF LINE WHEN ROOF JOIST SPCG IS 24" <�
oe
Z���$6
NIltlt/W 4 z2 ICL
EXTERIOR BEARING WALL AT ROOF
DIAPH.
NAIL'G.
SIMPSON
"F" FMG.
HANGER
FOR BEAM
SIZE SEE
FRAMING PLAN
101 ROOF JOIST TO BEAM
SHAPED 4x RIDGE BEAM
\ SEE PLAN , FOR SIZE.
MA rrrn t-rr MI ALl
'SIMPSON'
VP CONNECTION
EACH RAFTER
'SIMPSON' COLUMN CAP
POST. SEE PLANS
FOR SIZE.
PLYWOOD
SHEATHING
SLOPED HU HANGER.
FOR ROOF
JOIST SIZE
SEE FMG.
PLAN
6 I NON—BEARING WALL AT PURLIN
SPLICE WHERE OCCURS
SEE PUN
WOOD BEAM
ffl\,--END POST CAP
SIMPSON "ECC' POS
OR EQUAL SMI
OR
WOOD P__.
SEE PLAN -'
END SPLICE OR CONT
7 WOOD BEAM TO WOOD POST
AT ROOF AND FLOORS:
PROVIDE SOLID
2x BLOCKING
AT ALL EDGES
AT ROOFS:
PROVIDE 'SIMPSON'
SHEATHING CLIPS
AT MIDSPAN, TYP.
WHERE REQUIRED
�- PLYWOOD
SHEET
4 WOOD FRAMING CROSS—BEARING 1 -
r
I~�
4�''�'
JO
HANG
00
SIMPSON MS7-A 24
STRAP TYP.
DOUBLE HEADERI uj 0
H
Q, EQ. . Z
s
Q
W W
M N a.
-1 o � Vol
OP N G $ 400) nno
W
cz
s a
�y
seeI ZZ Q
A Q �O
� LO nn Q
W � 3 a l�
c
DOUBI�� HEADER A �
-I F
2x SOLID BLK G, U
TYP.
DTL. SIM. AT o
- Q
I
P intcT TperrT mAy MECH. UNIT
51 FRAMING AT OPENING
7— PROVIDE 1/a CAP AT PANEL EDGES AND
GAP AT PANEL ENDS
I� I�
h 1. 1 INDICATES BOUNDARY NAILING. =10d 0 6"
!' 2. 2 INDIC*TES EDGE NAILING. =10d 0 6"
I�
3. (,3 ' INDICATES INTERMEDIATE NAILING. =1 Od 0 12"
4. LONG DIMENSION OF PLYWOOD SHALL RUN
�! ACROSS JOISTS OR RAFTER6.
5. 2'-0" x4'-0" MIN. SIZ� OF PLYWOOD SHEET.
6. NAILS SHALL HAVE MIN.,/s" EDGE DISTANCE
& SHALL NOT BE OVER DRIVEN THRU OUTER FACE.
,I 7. SEE PLANS FOR PLYWOOD THICKNESS AND TYPE.
II 8. STAGGER PLYWOOD END JOINTS.
Ilw IIS
JOISTS OR
RAFTERS
2
Number
DWG, NO.2453 SHEET 53 of 80
V
41
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Number
DWG, NO.2453 SHEET 53 of 80