10-662 (2)-031° 12
4N .
.
_'
- -
-
3/4' 0 THRU BOLTS,
TOTAL OF 4.
3x10 WOOD RAFTERS
6 24' c/d.
(2) 2x12 COLLAR TIE (ONE EACH
SiDE OF RAFTER), SEE PLAN FOR
LOCATION.
4' 4.4.
L 1/4'x4'xi' (LL Va EACH SiDE OF EACH
PAR OF RAFTER WITH (1) 3/4'4' ANCHOR
BOLTS (TYPE 'J'), b' EMBEDMENT AND
n '1v—
(4) 3/414' THRU BOLTS AS SHOWN.
SAW -CUT AS
ALTERNATE:
REQUIRED.
-AT EACH 3x10 RAFTER, USE ONE
DOUBLE HURRICANE STRAP BY
NUVUE MANUF. MODEL NV358-20 WITH
i6-10d NAILS x 3' LONG THRU STRAPS
(8-10d NAILS EACH STRAP) AND
5-10dx3' NAILS INTO SEAT PLATE,
THIS ANCHOR MUST BE IN PLACE
PRiOR OF POURING TIE BEAM,
-AT 3xb USE ONE STRAP BY NUVUE
MANUF. MODEL NVTA-20 WITH 1-10d
NAILS INTO RAFTER
5W-1, SEE SCHEDULE.
3x4 CONT. PURL INS 0 24' c/c
MAX. WiT14 (2) 12 GAGE x 5'
LONG FLAT HEAD WOOD
SCREWS EACH SUPPORT.
5/a' CDX PLYWOOD SHEATHING
FULLY BLOCKED WiTH 10d
BAILS A 4' c/c ALL
SUPPORTS.
lxb T. 4 G. SHEATHING WITH (2)
10d NAiLS EACH SUPPORT.
5LOCKA-G BETWEEN
RAFTER5 AND
a, TOENAILS EACH END.
STANDARD HOOK
RT15-4, SEE
r
tO/••• - �
roxro ••r BEAM.
r
SEE
DETAIL r
FOR COLUMN CAPITEL
PROVIDE t4'x4' MiN. SIZE
GLEAN -OUTS AT 4'-0'
VERTICALLY EACH WALL REINF.
S GAGE JOINT REiNF. o
* ib' c/c LADDER
TYPE.
Ar
U W212'1/2' EXPANSION JOINT MATERIAL.t/2' EXPANSIONr
` n JOINT MATERIAL.
r r
4' CONC. SLAB REINF. —
WITH b'xb' - W1.4xWIA 4' CONC. SLAB S I-
W.WM_ REiNF. WITH b'xb' I I
W1.4xW1.4 W.W1 L
asp— : iQ : Z _ : s :
_1
: ' : x Z " : -� _ s_
VAPOR BARRIERT I ° 4 I I I
(TYP.) I III I E_ pq
I I I d 4 -Fx
WELL COMPACTED MM'
��ti
WF-ib, SEE SCHEDULE. a
- °
4
* 4 . °. 4. ti
a
4
(4) 3/4' 0 THRU BOLTS
. %I —
NEW CONC. TiE BEAM—
REINF. NOT SHOWN
FOR CLARITY.
PROVIDE BLDG. PAPER
BETWEEN WOOD t
CONCRETE.
4ti
SECTION 1
SCALE : 3/4' - i'-0' S
il. ♦. 11.
AxSZ
— VERT. STEEL PLATE 1'x8t/2'x4b'
EACH SiDE OF HIP BEAM
- (2) 3/4'O ANC44OR VJ7 BOILS
EACH SIDE.
— 4' HOOKS.
(4) 3/4' 0 THRU BOLTS.
/ SEE PLANS,
(2) 3/4'4 ANCHOR
BOLTS, HORIZONTAL STEEL ��v PLATE 4'xi'x%'
WELDED TO VERT. E.
PLAN VIEW
DETAIL �
-%I COX PLYWOOD
SHEATHING WiTH 10d NAILS •
4' C/c ALL SUPPORT:
-lxb T. 4 G. SHEATHING WITH (2)
10d NAiLS EACH SUPPORT.
-1/2 4, x 10' LONG LAG SCREW
EACH RAFTERS, PROVIDE 3'
MIN PENETRATION N WOOD
BEAM, COUNTERSUW..
T. O. T. BEAM
EL. ov-0'
-SAW-CUT RAFTER AS
REQUIRED.
T. O. WD. BEAM
EL- +11-11'
4b' Ex 4' WIDE
BASE iE t/28xb'xb I
rr rr
(2) %14, HEADED STUDS x 8'
�� LONG, SHOP WELDED TO
`"' `" BASE PLATE.
WOOD POST.
-IE 44'x4' WIDE SHOP WELDED
TO BASE PLATE AND (2) 3/44
THERU BOLTS (STAINLESS
STEEL)
-10'xl0' CONC. PEDESTAL
REIN. WiTH 4 5 VERT, AND
03 STIRRUPS * 8' c%.
T. O. SLAB
OL AT GARAGE
EL. -0'-b'
r, T. O. SLAB
EL. -i'-0'
-S'xi2' CONC. THICKENED
EDGE REiN WIHT 2 +5
CONT., EXTEND b' INTO
PILASTER EACH END.
T. O. FOOTING
EL, -2'-b'
WF-36 BEYOND
DRiLL 3/4' HOLES xb' DEEP
AND FILL WITH HILTi HiT RE500
EPDXY PASTE TYPICAL EACH BAR
ZE>IST-
WAL
- - n
TOf
1/2' EXPANSION JOINT -
MATERIAL.
4' CONC. SLAB REIN.
WITH b'xb' - Wl.4xW14
W.10]'1-
VAPOR BARRIER
WELL COMPACTED FiLL:
DRILLa'0 HOLES x b' DEEP
AND FILL WITH HILT HIT RE500
EPDXY FOR OVERHEAD USE
04 HOOKED DOWELS a 12'c/d
BOTTOM OF EXIST. BEAM
S'x112' CONC. HEADER
WiTH 2 45 BOTT.
EXTENDED MR S' INTO
BLOCK EACH END
DRiLL 3/4' 0 HOLES x b' DEEP
AND FILL WITH HILTI HIT RE500
EPDXY PASTE TYPICAL EACH BAR
E L E VAT I ON 5
3/4'■ 1'-0' S'_1
I-5 DOWEL x3'-0' LONG
EXIST BLOCK
WALL -7
i +5 iN BLOCK CELL
FILLED WITH CONC.
GROUT, LEAVE ONE
FACE OF BLOCK OPEN.
1-+5 DOWEL x3'-O' LONG
DOME ABOVE R5-2 t 3
NOT SHOWN FOR CLARITY.
EXTEND TIE COLUMN TC-1
RED*. UP TO EL: +V-10'
C. CIRCULAR SLAB AT
akEL- +S'-10'
RE IMF. WiTH 14 • b' C/G
RB-2, SEE SCHEDULE,
T.O. BEAM
Z EACH WAY.
SUPPORT THIS BEAM ABOVE
RILL AREA OF 14EW TiE
EL: +9'-0' l V.IF,
" " - - - -
►DIUS SEE ARCH. DWGS.
COLUMN. _ _
_ _
_ _ - -
T.O. EXiST,
T. BEAM--
//
PROJECT Na 1 MUW
OUTLINES OF R5-3
c% AS SHOWN ALL
_ —
_
_
BEYOND, SEE PLAN
SEE
4 - ,
FOR LocATION.
Kane Residence
ECTTta� lIW. FOR
q
.AYOUT.
CHIP -OUT EXISTING TIE
EXiSTiNG TIE BEAM
ew SW e9Awa
BEAM AS SHOWN, LEAVE
TO REMAIN
South M vil, FL
EXIST. R.EiNF. IN PLACE.
4
NEW OPENING.
°
EXISTING MASONRY
BLOCK WALL TO
OWNER
SEE CONCPLAN TIEBEAM,
°
REMAIN
-CUT
John and Ellie Kane
SC.H—EDULE.
SAW EXISTING
. tea" i
BLOCK WALL AS
seas SW eehe
+12'-2'
SHOux
South Mama, FL
DETAIL C
SEE SCHEDULE.
BiT SET t><ilb3i11
WALL BEYOND.
ONC. VLL REiN. WiTH 2
t. EXTEND 6' INTO
WALL EACH END.
ot T. O, SILL
EL. +3'-0'
. e a
43 VERT. • 24' C/c iN BLOCK
CELLS FiLLED WITH CONC.
GROUT.
S GAGE JOINT REiNF. O ib' c/c
LADDER TYPE.
OIL T. O. SLAB
°
4 4
nr tj4 �Q
5E CT i ON
SCALE : 3/4' ■ i'-0'
UP-Ib, SEE SCHEDULE.
T. O. FOOTNG
EL. TO MATCH EXIST.
2
5-1
04 w 8' cle AS SHOWN ALL
AROUND OF DOME, SEE
ARCHITECTURAL DWGS. FOR
CONC LAYOUT.
-mot
r
I
I
i
0 :a 4
Q..
_j
- 4
-- a
R A
q
.Q
S' CONC. WALL REiNF 4 4
WiTH 05 s 8' c/c CENETER
EACH WAY.
4
R5-3 AND CONC. TIE
COL. TC-1 BEYOND, SEE 4
PLAN AND SCHEDULE.
EXIST CONC, TIE BEAM
TO BE SAW -CUT AS
REQUIRED, SEE DETAIL ---- 4'
EXISTING MASONRY
WALL TO REMAIN.
J
SECS'iON
SCALE: 3/4' - i'-0'
b' CONC. CIRCULAR SLAB
AT DOME, REINF. WITH 04 0
b' C/c CENTER EACH WAY.
tlb'44' CONC. BEAM
REIN. WiTH b ea
HORIZONTAL CONT.
T. O. C. WALL
EL. +12'-2'
T. O. BEAM
E%rlL- +9'-05
R15-2, SEE PLAN AND
SCHEDULE.
Psi* Corn Ard I AR - 91716
LUM VptaM I AR -13513
N r**� vitalini n
A R C H I T E C T S
3WM UonAwa m Su6rt330 I Cord Odft FL 33134
td: 306.88 AIM I imc 306.4ftM97 I
www.variernioamFLR,gl h MorrAA2WM664
�``tittts,ri�,
ELL FRANCISCO CUELLO JR. P.E., INC.
,v �O '41' •; ® Consulting Ci I/Structural Engineer S E
141 ALWAM13RA OW -LE SHEET NO.
U • 4p� SUITE 200
b�4 WPAL CABLES, FL 33134
(305) 561-0125
000&813
Reg, No. 40051