05-192(3)-013N
M
L
K
J
N
_ G
F
E
D
C
B
A
I I I 2 I 3 I 4 5 6 7 8 9 10 II 12 13 14 15 - = A_ ;- --
IISIM) G ,q iCSIM) C A G
C A S -3 [,�E, A
SLAB 'A' : 1' CONC. SLAB W/ -
" 4 s 12 BOTTOM t
" 4 12 TEMP.
A T +9 -09 -�--_
T (+9'- ')
F =2992 LBS. R P -L =2992 LBS.
R o.I =3180 LBS. R o•� =3180 F. N1U.0 =2165 LBS N1Ull =2165 LBS.
NW1J =3216 LBS. 11 •3116 LBS. I P'REF. WOOD CsIRDER TRUSS 1
- D 0
PREP. WOOD Csl ER TRUSS * -
M
D 0 i D XI
2 U1 I I I D
pal
�l1 S -2
PREFAB. WD. TRUSSES 024' I '
RI E LINE PREFAB. lip S 024'
- I I . I
X 2 -2 3 -5 I 8 -9 X 3 -4 5 -1 2 -I 1 -0 2 -I C31-01 4 -1 -8 L@
1
-5
c m1 I L T5 I / I $:�
?C I R G•L =2645 S. F
N1 1W =2531 LBS.
PREF. WOOD GIRDER TRUSS
PREFAB. WP,, TRUSSES 02 '�' CD
as
co
4
'L
T�
T 305 2 25-1 T� G A
G
ROIL =564 L55. SHEET NAILED TO EYERY ASl1PPORT `1
N.W11 =1180 L55. L W/10d NAILS 0 b' AND W/10d NAILS 12 fr
0 4' WIDE EDGE STRIP 4
PREP. WOOD zlsvm T 5
�+ S -2
C
T5 R5-4 TS SEE MAN
4 N
C A STD. HOOK
2x6 PT •
FASCIA W/3 -16d 14 GA X I' GALV. STEEL
A NAILS (TYP-) STRAP AND SEAT TB
BY 'USP' No. TAM 12, 16, G SEE CONNECTOR SCHED.
Alf
A -
R a•i =441 1-55.
4 612' G NIU =516 L55. T5 8' Cm WALL G
FOR REINF.
8' CMU WALL
(SEE PLAN)
FOR RE11F. A
(SEE PLAN.)
S ECTI 0 N 1
3/4' : 1' -m'
dF F Lo
b' -II' 4' -I' 3' -5' 3' -5' 4' -9' 3' -5' 12' -Il' 4' -1' S' -3' 4' -1' 1 -0 u ��ANGNORLDED
Iri v 8,
2 5 CONT. -,•
53' -2' \ EL. +10' -6'
U
. SECOND BOOR
; 0 r r-
EL. +10' -b'
SECOND FLOOR SECOND FLOOR FRAMING PLAN N
, II "� 11 CONC. BEAM E
11 u
STD. NOOK '^� II 11
• • CONC. BEAM •
Be CMU WALL
10d NAILS 0 4 CMU WALL BEYOND ®IVAB&I I-DED I i CONC. AM I
(SEE PLAN)
CLIPS HURRICANE 8 TOP PLATE SEE I I CMU WALL BEYOND
SCHEDULE I I
EL. -113--0- I I SCHEDULE SEE I I STEEL COLUMN
II
STEEL COLUMN I I BEYOND D
• gg' X ;qq,,���� SILL BEYOND EL. + 13' -0'
W/ 2 �5 (:ONT:
SECTION 2 CONT. 2 X 8 F.T. WOOD SECTION 3 STAIR BEYOND ' X P' SILL
3/4' : I' -0' PLATE W/ 1/4' X 31/4' 'TAF'CON' gg p�,���
PREFAB WOOD TRUSSES SCREM 0 12' 3/4' = 1' -0' 10d NAILS 0 4' W/ 2 5 CONE
0 24' W/2x6 TOP AND
HURRICANE
5/8 CDX PLYWWOD SHEATHMG BOTT CHORD, ITYP.J � CLIPS
NAILED TO EA SUPPORT W/ 10d NAILS STD NOOK c� GAJT 2 X S 1?T. WOOD
0 b' AND AT EDGE ZONE 1, 5/8' 'CDX' PLYWOOD WEAT14M SCREWS s 12'
4' -0' WIDE W/10d NAILS 0 4' TYP. 12 � .� si'�f W/1x�OP AND S PLA W/ I/4 4 X IM I/ 'TAPCON'
"' EL. +10' -b' NAILED TO EA SUPPORT W/ 10d NAILS BOTT. CHORD, (TYP) C
14 GA. X I' GALV. STEEL 3F-
SECOND FLOOR s 6' AND AT EDGE ZONE 2, 12
STRAP AND SEAT I 4' -0' WIDE W110d NAILS • 4' TYP.
BY 'USP' No. TAM 12, Ib, 3
SEE CONNECTOR SCHED. • I STRAPXAND ALATSTEEL •
BY 'USP' No. TAPL 12, 16,
I
EL. +9' -0' �1
SEE CONNECTOR SCHED. I .
•
141-1 • • I CONC. BEAM GONG. SLAB BEYOND
CONT. 2xb WOOD 'USP' UH26 I EL. 4-3--0-
FASCIA FAPTW12 -16d CONT. .I .
� PROVIDE 5/8 I • i GONC. BEAM IV I
'CDX' PLYWOOD CONT. 2 -2 X 8 P.T. WOOD I PASCIA PTd 'CpX�PLYWOOD 'USP' UH26
CONC-5m - SOFFIT W/10d NAILS LEDGE W/ 5/8o X 81/2'
0 b' TYP. MDGE ANCHORS 0 24' NAILS (TYP) �ITn,PW/10d NAILS • I •
12' ANCH WELDED I I EL +l' -4'
ORS BOTT. OF BM CONC. BM 1 ' LEDGE W/ 518# X 81�D •
® I I WEDGE ANCHORS 24 EL +1 -4
STD. HOOK
TOP PLATE SEE 12' S/8's6 WELDED I I STD. HOOK BOTT. OF BM
SCHEDULE I I BEYOND COLUMN CONC. COL. BEYOND 8' ANCHORS
I I SECTION 4 D LE I I STEEL COLUMN CONC. COL. BEYOND A
3/4' : I' -O' I I BEYOND
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3/4' : 1' -0'
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15
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