05-1298(2)-033No' CDX PLYWOOD
SHEATHING WITH 10d NAILS
4' c/c ALL SUPPORTS.
IA4'x6'x6'x0'-8' STEEL ANGLE
WITH (2) 5/e'i THRU BOLTS I Evil 1'
AND (1) IW O ANCHOR BOLT �
(4' MIN. EMBEDMENT)
BOTH SIDE OF RAFTS`�-
8
2'- 0' MAX.
RTB-2, SEE SCHEDULE
*5 DOWELS IN BLOCK
CELLS FILLED WITH
CONIC. GROUT. SEE
PLAN FOR LOCATION
SECTION
SCALE : 3/4" = I' - 0'
3x8 WOOD
RAFTER 024' c/c
4' CONC. SLAB, SEE
PLANS FOR REINF.
4' CONC. SLAB, SEE
PLANS FOR REINF.
SEE PLANS —
TOP OF SLAB - __- __-� •
EL: +22'-3'
TOP OF SLAB
t4' BEARING
8'x9' CONC. CAP REINF.
WITH 04 HOOKED
DOWELS 612' c/c
#5 CONT.
SEE SEAM SCHEDULE
8' CONC. JOIST
05VERT. IN BLOCK CELL
FILLED WITH CONC. GROUT.
SEE PLANS AND SCHEDULE.
EXTEND THRU TOP OF CONC.
CAP ABOVE.
SECT I ON 2
_r
SCALE : 3/4' = I' - 0" _
ice' r 1%%
/ .00,
� 1
5/e' CDX PLYWOOD 1/4'x6'x6'x0'-1' STEEL ANGLE
SHEATHING WITH 10d NAILS WITH (2) V-0 THRU BOLTS AND 2)%'4 TNRU SOLTB.
4' c/c ALL SUPPORTS. (1) 15W O ANCHOR BOLT. (4' MIN.
EMBEDMENT) BOTH, EACH SIDE I I
4' CONC. SLAB, SEE OF RAFTERS
PLANS FOR REINF. I N ; O ® O
06 EL. +22'-11' ����
TOP OF SLAB • • /
-------------
3x8 WOOD RAFTER �\ I/2 1)),
3 iI i
i e24' c/o MAX. \ /2 ,
J 2'-0' MAX. \ �
6' CONC. JOIST '
RB-I, SEE SCHEDULE
COLUMN O5 BEYOND
SECTION
SCALE : 3/4' = I' - 0' _
SEE BLOCK WALL
SCHEDULE FOR REINF.
6' GONG. SLAB
SEE PLAN FOR REINF.
TOP OF SLAB a
ti Q d
1B-1, SEE SCHEDULE
a E-LL
'B'
10dNAILS a4'c/o
3x6 PT LEDGER WITH E'VO
HILTI KWIK BOLTS e 24'
,/c (4' MIN. EMBED.)
IN ADDITION TO TRUSS STRAPS
I
PROVIDE ONE STRAP BY USP
MODEL TA24 AT EACH 3x8 RAFTER
W/ 11-10d NAILS
PROVIDE STRAP BY NU -WE
MANUR, SEE NOTES ON SHEET 3-2
1
AND S-3 AT EACH TRUSS
2x PT. BLOCKING I%' CDX PLYWOOD
BETWEEN TRUSSES SHEATHING WITH 10d NAILS
a 4' c% ALL SUPPORTS.
iv
EL: +21'-2'
I 4x8 WOOD BEAM
TOP OF TIE BEAM
I
I n
PREFAB. WOOD
u
6'
I6 • 5
TRUSSES *24' c/c
3x8 WOOD
DROP RTB-4 AS
RAFTER 24' c/c
SHOWN AT BALCONY
AREA. ADD 2 5 B.
4"1 P.T. So. PINE is EACH
TIE COL. SEE ARCH. DWGS.
1E WASHER 1/4'x3'x3'
PROVIDE ONE 1/2'1 LAG BOLT
x 12' LONG EACH 3x8 RAFTER.
TC-I, REINF. NOT SHOWN
FOR CLARITY
iA
(3) 3/4'1 THRU BOLTS
SPACED AS SHOWN.
DRILL 1/8'1 HOLES
(3) 3/4'0 THREADED RODS
4
4 FILL WITH SIMPSON
is EACH COLUMN SPACED
ET EPDXY.
AS SHOWN, AND W/ 6'
MIN. EMBEDMENT
PREFAB WOOD
TRUSS a 24' c/c
DENOTES STRAP BY
NU-VUE MANUF., SEE NOTES
ON SHEET 8-2 AND 8-3
RT15-4, SEE SCHEDULE
#5 VERT. IN BLOCK CELLS
FILLED WITH CONC. GROUT.
SEE BLOCK WALL SCHEDULE
Na' CDX PLYWOOD
SHEATHING WITH 10d NAILS
a 4' c% ALL 3UPPORT5.
PREFAB WOOD
TRUSS a 24' c/c
DENOTES STRAP BY
NU-VUE MANUF., SEE
NOTES ON SHEET 5-2
AND 8-3
RT5-4, SEE SCHEDULE
05 VERT. 048' c% IN
BLOCK CELLS FILLED
WITH CONC. GROUT.
PROVIDE BLDG. PAPER
BETWEEN WOOD 4 GONG. (TYP.) 4' CONG. SLAB, SEE
PLANS FOR REINF.
Evil GONG. SLAB
EL: +22'-11
• TOP OF SLAB
. Q
a
---- RB-3, SEE
SCHEDULE
0 EL: +21'-2
• TOP OF TIE BEAM
4 SLAB
114 4912' c%
• 04 m 12' c%
TT_ 1'-8' I.
SECTION
SCALE : 3/4' = I' - 0"
V CDX PLYWOOD
SHEATHING WITH 10d
NAIL$ a 4' c/c ALL
SUPPORTS.
f— lod NAIL a 4' c/c
2x PT BLOCKING
BETWEEN TRUSSES
EL: +21'-2'
• I TOP OF TIE BEAM
• • STANDARD HOOK
SECTION
SCALE : 3/4" = I' - 0" _
IDE BLOG.-
R BETWEEN
4 BLOCK
%B WOOD
1924' c%
1/4' 1 x 4' TAP CONS
s8'c/o ATTOP 4
BOTT. CHORDS.
6' PRE CAST
CONC. JOIST
— g/$' CDX PLYWOOD
SHEATHING WITH 10d NAILS
a 4' c% ALL SUPPORT$.
— 8'x8' CONC. CAP
REINF. WITH
(2) "5 CONT.
— S DOWELS a 24' c/c IN BLOCK
CELLS FILLED WITH CONC. GROUT.
4' CONC. SLAB, SEE
PLANS FOR REINF.
EL: +22'-11'
TOP OF SLAB
L L 8' CONC. JOIST
---- RB-4, SEE SCHEDULE
SECTION
SCALE : 3/4' - I' - 0'
_
10d NAILS O 4' c% 5k8' CDX PLYWOOD
3x6 PT LEDGER WITH %i iii SHEATHING WITH 10d NAILS
HILTI KWIK BOLTS S 24' g 4' c/c ALL SUPPORTS.
8'x8' CONC. CAP - • • c% (4' MIN. EMBED.)
REINF. WITH 2 05 CONT. ,
SECTION
SCALE 3/4' = I' - 0'
_ "5 DOWEL is 24' c/c
IN BLOCK CELLS FILLED
WITH CONC. GROUT. DOUBLE USP HURRICANE
CLIPS MODEL RT-3,
Evil GONG. SLAB PLACED HORIZONTALLY,
SEE PLAN FOR REINF. WITH 8-8d NAIL$ EACH
CLIP.
5/&' CDX PLYWOOD EL: +1V-3'
SHEATHING WITH 10d NAILS TOP OF SLAB (H.P.)
�+ 4' c/c ALL SUPPORTS.
2x PT. BLOCKING PROVIDE ONE '/z'� LAG BOLT
x 12' LONG EACH 3x8 RAFTER.
BETWEEN TRUSSES PREFAB WOOD
4x8 WOOD BEAM IB-I, SEE SCHEDULE _ TRUSS *24' c/o-� P.
EL: +9' -9'
I' CLEAR
I I TOP of BEAM
USP HANGER MODEL PREFAB. WOOD U 6' 6' Evil ii 3x8 WOOD RAFTER a 24" c/c
SUH26 WITH 6-10d NAILS TRUSSES 024" c/c
TO LEDGER AND 4-10d SHIM AS REQUIRED a 1x6 T. 4 G. SHEATHING CONT. WITH
NAILS TO TRUSS. __ (2) 10d NAILS EACH SUPPORT
R54o, SEE SCHEDULE
4'x4' P.T. So. PINE 0 EACH
TIE COL. SEE ARCH. DWG$.
FE WASHER 1/4'x3'x3'
SECTION COLUMN Q, REINF. NOT
SCALE : 3/4' = I' - 0" SHOWN FOR CLARITY dJ
33 s s
DRILL -1/8'4 HOLES
4 FILL WITH SIMPSON
ET EPDXY.
EL: +II'-3'
TOP OF BEAM
(3) 3/4'0 THRU BOLTS
SPACED AS SHOWN.
(3) 3/4'0 THREADED RODS a EACH COLUMN
SPACED AS SHOWN, AND W/ 6' MIN.
EMBEDMENT
�- USP HANGER MODEL JL24 WITH
6-10d NAILS TO LEDGER AND
4-10d x11/2' NAILS TO TRUSS.
LEDGER 'B'
SECTION
SCALE : 3/4' = 1' - 0' _
IL TOP OF BEAM
3x8 BLOCKING BETWEEN RAFTER
WITH j'i HILTI KWIK BOLTS 0 12' 11
COUNTERSUNK (3' ENBEDMENT)
L 4"x4'x'/4'x3' LONG. EACH RAFTER
WITH Na'o SIMPSON WEDGE -ALL. (4'
MIN. EMBEDMENT)
3x8 WOOD RAFTER 19 24' c/c.
`— 3/e'O COUNTERSUNK AT BOTT.
AND WITH OVERSIZED
WASHER ON TOP.
DETAIL �
SCALE : 3/4' = I' - 0' _
FRANCISCO CUELLO JR. P.E., INC.
Goreultirg Givil/structural Engineer
141 ALHAMBRA CIRCLE
SUITE 220
CORAL GABLES, FL 33134
(305) 5i:e�21-0125
Reg. No. 4008-1
JOHN R,1!vii, & ASSOC
A R C H I T F C T S
4901 S. W.75th Avenuc
Miami, Florida 3315--
T 305.740,055j
305.740.5351'
jrmainc, delisouth.ne
REVISIONS DATE
10
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305.
SECOND FLOOR PLAN
SCALE; 3/16"-1'-0"
DATE; 02-0;
DRA'/+N; CAP
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