5827 SW 77 TERR_EB-10-050-010 Revisions
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9, 2
PREFAB UPLIFT CONN.
ri
WD TRUSS (REFER TO PLAN UL
SIMPSON STRONG-TIE PLYWOOD & SCHEDULE)
TP35 (OR EQUIV.) SHEATHING (� C
W/ (16) 8dx1� WD RAFTER ls, " T&G SHEAHTING -
NAILS (8 EA. END) PT WD 2x6
(REFER TO PLAN)— - T_-I
T_ i"x4-j"
2x WD FASCIA ATTACHED ` �,' A307 THROUGH En
TO TRUSSES W/ (2) 1 Od �: �, BOLT (TYP.)
NAILS INTO TOP & BOTT. - -
a-i WD JACK RAFTER
CHORD (4 TOTAL) (CHORD. "° ° CONC. TIE BEAM I,
W/ ARCH. DWGS.) (REFER TO PLAN) NA�S PER2SID0d (REFER TO PLAN) ,�,p "-
PT WD 2x6 I ,
a BENT FE
5"0 HILT[ HIT ICE/HIT HY CMU WALL 1)/z WD JACK LL
_-- -
150 (OR EQUIV.) EMBED. 22" (REFER TO PLAN) ° r TRUSS WD JACK Zn Zn
SPC. @ 24 O.G. (MAX.) --_ BENT
11 TRUSS OVERHANG CONNECTION ( 10� ROOF OPENING 9 RAFTER TO JACK RAFTER CONNECTION
SCALE: 3/4" 1°— " SCALE: 3/4" �g —0" ® tar — " cis
S n3
c.
ea
�gy �a
b "
En
CMU WALL PLYWOOD PLYWOOD
Z En
---- '� REFER TO PLAN °. SHEATHING
( ) SHEATHING CMU WALL
HSS (BEYOND) (3) g5"0 A307 2 „ ( )
A307 REFER TO PLAN
- - �..a.9_ THROUGH BOLTS ( }
THROUGH BOLTS a.< Z
WD JACK RAFTER IE4 x12"x8" 1 (3) $" HILTI HIT T.O. SILL `. CZ
(REFER TO PLAN) i ICE/HIT HY 150 (OR T.O. BEAM T.O. BEAM
CONC. SILL 6 EQUIV.) EMBED. 5
_ t5
(BEHIND) L3 x3�x'x0,_8„ a z �_ �_ )
_-___- HIDDEN a> �� -- -- 4 L3�x32x4x0 6 a . (2 0 HILTI HIT
8x28 CONC. SILL W/ 4 a a EA. SIDE 0
°~ BENT (2) #5 TOP & BOTT. & L3x2'x-x0' -5" r- - CE H) HY 150
/ T ( R
`n 3 TIES @ 12" O.G. (SHORT LEG HIDDEN) 2 „ -« '° _ EQUIV.) EMBED. 5"
T&G SHEAHTING ( ) a 0 HILTI HIT __
- : T&G SHEAHTING
ICE/'HIT HY 150 (OR
cc 2
WD JACK
EQUIV.) EMBED. 5 { a
', -- RAFTER j PER ANGLE (4 TOTAL) 1�/a„
N WD RAFTER p 1_%4 .
'� ( + REFER TO PLAN a �` ' --- PREFAB PREFAB .' GONG. BEAM LL
( ) WD TRUSS WD TRUSS
=s d _-- CONC. BEAM GIRDER (REFER TO PLAN
RAKED BEAM (2) HILTI HIT ° " )
_� --
ICE/HIT HY 150 (OR _ (REFER TO PLAN)
® 4.
(BEYOND) EQUIV.) EMBED. 21"
CID
(2) 4"0 A307 TaHROUGOH BOLT SHORING BY CONTRACTOR Lo
SHORING (BY CONTRACTOR)
CONC. SILL THROUGH BOLTS
CMU WALL DO NOT EMOVE SHORING) °
UNTIL HIGH ROOF SHEATHING DO NOT REMOVE SHORING
CMU WALL CONC. COLUMN (REFER TO PLAN) UNTIL HIGH ROOF SHEATHING
HAS BEEN INSTALLED HAS BEEN INSTALLED
C
0
co
8 TERRACE RAFTER CONNECTION 7 TERRACE RAFTER CONNECTION 6 TRUSS GIRDER/CONC. BEAM CONNECTION 5 WD TRUSS/CONC. BEAM CONNECTION
0
LL as
HSS (BEYOND) � M
�
(REFER TO M
ROOF NOT .SHOWN DETAIL 4/S-6) ,C �
FOR CLARITY HSS (BEYOND)
(REFER TO C
DETAIL 4/S-6) 8"xi2" GONG. SILL W/
UPLIFT CONN. (2) 5 TOP & BOTT. & °
—CONC. TIE BEAM (REFER TO PLAN .
s"0 HEADED (REFER TO PLAN}
#3 TIES 0 12" O.C.
STUD (TYP.) & SCHEDULE) PREFAB
v
CONC. SILL WD TRUSS ()
(TYP.} PLYWOOD 0
CL
3 16 SHEATHING M
Qy U- Ui
2
ca E
4 x4 x4 (TYP.) HSS (REFER ROOF NOT SHOWN a
TO PLAN) CMU WALL e
Lott
(TYP.) FOR CLARITY CMU WALL ,` (REFER TO PLAN) C
3 16 w (REFER TO PLAN} <�' ." <w
s u . , 0
Q Cn 8
T.O. BEAM
#5 0 +12'-5" (F.V.) � 9 CONC. BEAM $: BLOCKOUT (CHORD. �
CONC. SILL 12" 0.C. (REFER TO PLAN)- - W/ ARCH. DWGS.)
' (2) #5
a #3 U-BAR
- �
ca @ 12" O.G. 4
CL
K7
°:' _CMU WALL -
(REFER TO PLAN)" °. GONG. BEAM
0 0 (REFER TO PLAN) U
SECTION 4 HSS CONC. BEAM a
SCALE: I,r I�®eta (REFER TO PLAN)
A-00 16 0 IJOO . ......
T.O. BEAM a CONC. BEAM
-- (REFER TO PLAN) CONC. COLUMN �lokD i° C). (J(J4 1
0- 4 8d RING (BEYOND) 12
SHANK NAIL 2x8 PT CONC. TIE BEAM SHORING (BY CONTRACTOR) Date 1 1 2 (�
PLYWOOD (REFER TO PLAN) DO NOT REMOVE SHORING
T&G UNTIL HIGH ROOF SHEATHING
SHEATHING SHEATHING CONC. COLUMN HAS BEEN INSTALLED scale SIB�
(REFER TO PLAN)
CMU WALL
WD RAFTER (REFER TO PLAN) SECTION
E
L . 3/.. " �. V-0"
PREFAB 30# ROOFING (2) #5 OPENING (CHORD. EXTEND VERT. GMU t-
RECESSED SHORING (BY CONTRACTOR)
WD TRUSS PAPER
" HILTI HIT W/ ARCH. DGS.} REINF. INTO RAKED DO NOT REMOVE SHORING
s BEAM (TYP.) UNTIL HIGH ROOF SHEATHING 8
HAS BEEN INSTALLED ' 3 cart Kendall rive, Suite ICE/HY 150 (OR EQUIV.) �^ �
GABLE WALL EPDXY ANCHOR EMBED, 22"
INTO GONG. @ 18" O.G. Q
Tel E L WALL LL LE WALL ELEVATION ;
3 7 0.235 x g 3 . 1
ww . bc ng . cam
: ,, Certificate Of Authorization CIO. 7184
.ALE. 3/oar � 1"-0Q, SCALE. 3/4" � 11-01r r„: � Sheet No.
=
Juan J. Fuentes., PE
0 0
engineering Florida License �I®. 242E