10-662 (2)-03012
� b
2x4 P.T. BLOCKING
BETWEEN TRUSSES,
FIT TIGHT WITH (2) 10d
TOENAILS EACH END. - - -
EXIST. ROOF FRAMING AND
7
SHEATHING TO REMAIN.
2x4 P.T. BLOCKIWa BETWEEN
TRUSSES, FIT TIGHT WITH (2) 10d
TOENAILS EACH END.
NEW C 12x25 CONT. CHANNEL EACH
SIDE OF EXISTING TIE BEAM WITH
3/4' 0 THRU BOLTS * 12' c/c.
EXIST. 8'xl2' CONC.
TIE BEAM TO REMAIN.
EXIST. 8'xl2' CONC. —
TIE BEAM TO REMAIN.
EXIST. CONC. SLAB
TO REMAIN.
SAW -CUT EXISTING STEM WALL AND -
PROVIDE NEW 8'x8' CONC. THICKENED
EDGE REIN. WITH 2 5 CONT.
EXISTING STEM WALL AND
FOOTING TO REMAIN.
(2) B'a4 THRU BOLTS
* 12' c/c.
NUVUE STRAP MODEL
NVSTA-20H, SEE ROOF
NOTES FOR ATTACHMENT.
Ls' EXPANSION JOINT -
MATERIAL.
4' CONC. SLAB REIN.
WITH 6'xb' - W1.4xWI.4
W.w.M_
VAPOR BARRIER
WELL COMPACTED FILL.
FILL ALL CELLS SOLID WITH CONC.
FROM GROUND FLOOR SLAB TO
TOP OF FTG. i
5ECT I Oil
SCALE : 3/4' = 1'-0'
EXIST. ROOF FRAMING AND
SHEATHING TO REMAIN.
10d NAILS * 4' c/c.
NUVUE STRAP MODEL NVRT-20 SEE
ROOF NOTES FOR ATTACHMENT.
12
13
(2) Na' 0 THRU BOLTS
* 12' c/c.
NUVUE STRAP MODEL
NVSTA-20H, SEE ROOF
NOTES FOR ATTACHMENT.
SCALE: 3/4' = i'-0'
S'a' CDX PLYWOOD
SHEATHING WITH loci NAILS
4' C/c, ALL SUPPORTS.
PREFAB. WOOD TRUSSES
24' c/c MAX.
10d NAILS * 4' c/c.
�Ix6 T. 4 G. SHEATHING WITH (2)
10d NAILS EACH SUPPORT.
---3x6 OUTRIGGER ATTACHED
TO EACH TRUSS AS SHOWN.
� T. O. BEAM
EL. +9'-4'
-EXIST. ROOF FRAMING BEYOND
TO REMAIN.
•2x F.T. BLOCKING BETWEEN
TRUSS/OUTRIGGER FIT TIGHT.
-RT5-5, SEE SCHEDULE.
PROVIDE 14' x 4' MIN
CLEAN -OUTS AT 4'-0' c/o
WALL REIN. (TYP).
-5 VERT. IN BLOCK CELLS
FILLED WITH CONC. GROUT,
SEE PLANS FOR LOCATION.
"9 GAGE JOINT REIN. * 16'
c/c, LADDER TYPE.
T. 0. SLAB
EL. +0'-0'
-WF-16, SEE SCHEDULE.
h T. O. FOOTING
EL. TO MATCH EXIST.
-418' COX PLYWOOD
EXISTING ROOF FRAMING
�~
SHEATHING WITH 10d NAILS •
,AND SHEATHING TO
4' C/c, ALL SUPPORTS.
REMAIN.
-PREFAB. WOOD TRUSSES *
EXISTING WOOD R�4FTER
24' c/a MAX.
TO REMAIN.
-lod NAILS * 4' c%.
-lxb T. 4 G. SHEATHING WITH (2)
loci NAILS EACH SUPPORT.
-3x6 OUTRIGGER ATTACHED
T. O, EXIST.
T. BE'
TO EACH TRUSS AS SWOWK
T. O. EXIST.
EL. t8'-4'
TIE BEAM
EL. +9'-0'
2x4 P.T. BLOCKING BETWEEN
TRUSSES, Id
TOENAILS EACH END.
T.O. TIE BEAM
DOUBLE NUVUE STRAP MODEL -
ob EL. +1'-11'
T 24, EACH SIDE OF RAFTER
NVRR,
SEE ROOF NOTES FOR
ATTACHMENT.
-2x P.T. BLOCKING BETWEEN
TRUSS/OUTRIGGER FIT TIGHT.
-RTB-i, SEE SCHEDULE.
EXIST. CONC. TIE BEAM TO —
REMAIN.
-5 VERT. * 32' c% IN BLOCK
EXIST. MASONRY WALL TO —
CELLS FILLED WITH CONC.
REMAIN.
GROUT (BW-2).
-9 GAGE JOINT REINF. * 16'
c/c, LADDER TYPE.
-PROVIDE t4' x 4' MIN
CLEAN -OUTS AT 4'-0' c%
WALL REIN. (TYP).
EXIST. CONC. SLAB
TO REMAIN.
J, T.Q. FOOTING
EL. TO MATCH EXIST.
WF-lb, SEE SCHEDULE.
12
I6
(2) V 0 TWRLI BOLTS
* 12' c/c.
NUVUE STRAP MODEL
NVSTA-20H, SEE ROOF
NOTES FOR ATTACHMENT.
DROP TIE BEAM AS
REQUIRED ABOVE
OPENING, ADD (2) 5
INTERM. AND 03 STIRRJPS
* 8' c% EXTEND 8' INTO
WALL EACH END.
BLOCK WALL BEYOND.
EXPANSION JOINT -
MATERIAL.
4' CONC. SLAB REIN.
WITH 6'xV - WI.4xWi.4
W1Um_
EXISTING CONC. FOOTING TO REMAIN.
! !-� Z : s=
a
FROM GROUND FLOOR SLAB TO
TOP OF FTG. a as � iio
�4
N
-loci NAILS • 4' c%.
12
13
SHIM AS REQUIRED.
SIMPSON STRAP MODEL
HETAL I6, SEE ROOF
NOTES FOR ATTACHMENT.
PROVIDE BLDG PAPER —
BETWEEN WOOD AND CONC.
STANDARD HOOK (TYP.)—
♦
_
_
_
' —Clio
B
Iir .
■161
�
V
V
i
-
C
SCALE.- 3/4' 1'-0' S _
-' COX PLYWOOD
SHEATHING WITH 10d NAILS •
4' c/c, ALL SUPPORTS.
-PREFAB. WOOD TRUSSES
24' c/c MAX.
-loci NAILS * 48, c/c.
-Ix6 T. 4 G. SHEATHING WITH (2)
loci NAILS EACH SUPPORT.
-3xb OUTRIGGER ATTACHED
TO EACH TRUSS AS SHOWN.
o, T O. BEAM
-W EEL, v9'-0'
-EXIST. ROOF FRAMING BEYOND
TO REMAIN.
-2x P.T. BLOCKING BETWEEN
TRUSS/OUTRIGGER FIT TIGHT.
-RTB-2, SEE SCHEDULE.
Vx8' CONC. SILL REIN. WITH 2
5 CONT. EXTEND 6' INTO
WALL EACH END.
OT. O. SILL
EL. +3'-6'
-5 VERT. * 24' C/o IN BLOCK
CELLS FILLED WITH CONC.
GROUT.
.3 GAGE JOINT REIN. * 16' c/G
LADDER TYPE.
WF-16, SEE SCHEDULE.
b T. O. FOOTING
EL. TO MATCH EXIST.
SECTION 4
SCALE : 3/4' 1'-0' S -
ro
a ••ii
RAFTERS * 24' c/G M
MAX —c'v
2x P.T BLOCKING
BETWEEN RAFTERS, FIT
TIGHT, WITH (2) 10d
L '/4'x4'xl' (LL V.) EACH SIDE OF
EACH RAFTER WITH (1) 3/410 SIMPSON
WEDGE ALL BOLT (5' EMBED
AND (4) 3/450 THRU BOLTS AS
SHOWN.
ALTERNATE:
-AT EACH 3x10 RAFTER, USE ONE
DOUBLE HURRICANE STRAP BY
NUVUE MANUF. MODEL NV356-20 WITH
16-loci NAILS x 3' LONG TWRU STRAPS
(8-10d NAILS EACH STRAP) AND
8-10dx3' NAILS INTO SEAT PLATE,
THIS ANCHOR MUST BE IN PLACE
PRIOR OF POURING TIE BEAM.
-AT 3x6 USE ONE STRAP BY NUVUE
MANUF, MODEL NVTA-20 WITH 7-10d
NAILS INTO RAFTER
42 GONG. SLAB RE IN.
W.WMWITH b'xb' - W1.4xW1.4
III
VAPOR BARRIER e
WELL COMPACTED FILL.
aQ 4e !v
COX PLYWOOD
SHEATHING WITH loci NAILS *
4' C/c, ALL SUPPORTS.
3x8 WOOD JOIST 24' c/c
MAX..
loci NAILS * 4' c%
lx6 T. t G. SHEATHING WITH (2)
10d NAILS EACH SUPPORT.
T. 0. BEAM
EL.
2x P.T. BLOCKING BETWEEN
TRUSS/OUTRIGGER FIT TIGHT.
RTB-3, SEE SCHEDULE.
5 VERT. IN BLOCK CELLS
FILLED WITH GONG. GROUT,
SEE PLANS FOR LOCATION.
PROVIDE t4' x 4' MIN
CLEAN -OUTS AT 4'-0' c/c
WALL REIN. (TYP).
-9 GAGE JOINT REIN.
c/c, LADDER TYPE.
OL T. O. SLAB
EL. +0'-0'
-WF-16, SEE SCHEDULE.
T. O. FOOTING
EL. TO MATCH EXIST.
COX PLYWOOD SHEATHING
WITH 10d BAILS * 4' cla ALL
SUPPORTS.
-3x4 CONT. PURL INS * 24' c%
MAX WITH (2) 12 GAGE x 5'
LONG FLAT HEAD WOOD
SCREWS EACH SUPPORT.
-lxb T. 4 G. SHEATHING WITH (2)
10d NAILS EACH SUPPORT.
-2x P.T. BLOCKING BETWEEN
RAFTERS FIT TIGHT AND (2)
10d TOENAILS EACH END.
-SAW-CUT RAFTER AS
REQUIRED.
T. O. BEAM
DEL. +9'-0'
I PROA= �No.10MM
Kane Residence
8895 SW 89he
South Miami, R.
OWNER
John and Ellie Kane
M5 SW 89 Ave
South Miami, FL
BIT SET OQKiv3/11
PERMIT SET 05/L'1it 1
Pablo CcxazziN AR - 91716
R5-1, SEE SCHEDULE.
CITY OF SOUTH MIAM LUVVIb MI AR-13513
BUILDING DEPT.
BLOCK WALL BEydR5UCTU L CTION
;.t'P�C?VED BY:
DRIVEWAY BY OTHERS.
T. O. SLAB
EL. -0'-b'
-2 5 CONT. ABOVE BLOCK.
-----5 VERT. * 24' c% IN BLOCK vita' n
i co ra-27-i ni
CELL FILLED WITH CONC. A R C H I T E C T S
GROUT.
T. O. FOOTING 3W Aragon Pmem a, Buda 3301 Card Qd*% R. 33134
EEL. -2'-®' %I' 3WLWTMM I i*c MIL44 071
www.vcrnlerinzm R. R, gill dort A42W 054
WF-16, SEE SCHEDULE.
SECTION �
SCALE : 3/4' = 1'-0'
,,, t: ► , t a FRANCISCO CUELLO JR. P.E., INC.
_(0
Coneulting Gtvil/Structural Engineer
" t_L
141 ALNAMBRA CIRCLE SHEET NO.
SUITE 200
CORAL. GAIBLES, FL 33LU
co
Rag. No. 400SI
Qx>r ♦.