10-557-008T.O. PARAPET 1 r
+24.42' NGVD
CONCRETE TIE BEAM
SEE STRUCTURAL DWGS. $4
FOR BEAM TYPE,
SIZE & REINFORCEMENT ®;
2x4 PT BLOCKING BETWEEN TOP CHORD
OF TRUSS ATTACHED TO CONCRETE W/ F�
1/4" DIAM X 2 3/4" LONG
TAPCONS 0 12" OC. NAIL SHEATHING BTM. OF TRUSS
TO BLOCKING W /8d RS NAILS 0 4" OC. +21 50° NGVD
(2) 2 "x10" PT WOOD LEDGER (SYP NO2)
ATTACHED TO CONCRETE W/5/8" DIAM
HILTI KWIK BOLT III EXPANSION ANCHORS
SPACED 12" OC. LOCATED 0 CENTER OF LEDGER
EMBEDED 4" INTO CONCRETE.
m
TRUSS HANGER SEE
FRAMING PLAN AND ANCHOR LEDGEND
FOR SPECIFICATIONS.
4
r
71-
8 "x8 "06" CONCRETE MASONRY
UNIT WITH 9 GAUGE LADDER
TYPE HORIZONTAL REINFORCEMENT
EVERY OTHER COURSE
EXIST. FIN. GRADE
+8.45 NGVD 0 HAG �>
+8.10' NGVD 0 LAG
EXISTING WELL
COMPACTED FILL
CONC. WALL
F0011NG SEE
PLANS & SCHEDULE FOR
SIZE & REINFORCEMENT
!11
ti
m
LOPE
UALV. MIL. 1'LAJHINU
4" CONT. FIBER CANT STRIP
BUILT -UP ROOF ALUM. PT FIN.
ON 2- LAYERS OF HOT - MOPPED
FIBERGLASS SHEETS ON 30 # FELT
TIN TAGGED ON 19/32" CDX PLWD
SHTG W /8d RING SHANK NAILS 0
6" C/C (ALLSUPPORTS).
TRUSS HANGER SEE -'-- -2x4 LATERAL BRACE
FRAMING PLAN AND ANCHOR LEDGEND SEE PLANS FOR
LOCATION
FOR SPECIFICATIONS.
(2) 2 "x10" PT WOOD LEDGER (SYP NO2)
ATTACHED TO CONCRETE W/5/8" DIAM
HIL11 KWIK BOLT III EXPANSION ANCHORS
SPACED 12" OC. LOCATED 0 CENTER OF LEDGER
EMBEDED 4" INTO CONCRETE.
EMBED VERTICAL BARS 6" INTO EXIST
TIE BEAM & FILL WITH HILTI HIT HY 150 EPDXY
NOA 09- 0224.06
EXISTING CONCRETE BEAM
EXIST. CMU WALL
EXIST. ROOF TRUSSES
/4 II
GALV. MTL. FLASHING
4" CONT. FIBER CANT STRIP
BUILT -UP ROOF ALUM. PT FIN.
ON 2- LAYERS OF HOT - MOPPED
FIBERGLASS SHEETS ON 30 # FELT
TIN TAGGED ON 19/32" CDX EXTERIOR GRADE PLYWOOD
SHEATHING ATTACHED W /8d RING SHANK NAILS 0
6" C/C (ALL SUPPORTS).
2x4 LATERAL BRACE
SEE PLANS FOR
LOCATION
PREFAB WD TRUSSES
SPACED 0 24" OC
a
cv
1/2" EXPANSION JOINT
4" CONCRETE SLI
6 MIL VAPOR BARRIER
EXISTING WELL
COMPACTED FILL
N
12'x16' PREFAB CONC.-
SCUPPERS. PROJECT
8' BEYOND EXT. WALL
FACE. TYPICAL
T.O.PARAPET a
+ 24.42'+ 24.42' NGVD
TYP (V.I.F.)
4' CONT. FIBER
CANT STRIP
21-5 OF TRUSS
+
+ 21.50' NG1/0
BOTTOM OF TRUSS
0 +12 " -0' A.F.F.
CONCRETE
BEAM
4
USP TH026 HANGER w/18 -16d NAILS TO LEDGER
#5 IN 3000 PSI GROUT FILLED CELL
PROVIDE CLEANOUT AT BOTTOM TO
1 AND 12- 10dxl5 NAILS TO TRUSS. M
REINFORCEMENT
ENSURE PROPER FILL. ADD WEEP HOLES
0 1/3 AND 2/3 OF SPAN. FILLED CELLS
- - _ . _ .._n,.. .. -
NU -VUE NVSTAIh STRAP ANCHOR w/ 9 -ICd x 15' NAILS TO
0 CORNERS, OPENINGS AND AS INDICATED
ON PLANS. HOOK BAR 10" INTO TOP OF
TRUSS AND 6- 10dx15' NAILS TO SEAT. CAPACITY= 14260
TIE BEAM W /STANDARD 90 DEG ACI HOOK.
REG1<.I f RED
#5 STARTER BAR HOOKED 10"
ANCHOR
INTO BOTTOM OF FOOTING W /90
w
DEG ACI HOOK. ALL SPLICES
SHALL BE A MIN. 48 x THE
BAR DIAMETER. Q
" 3 TIES
4
UNO
- UNLESS NOTED OTHERWISE
o
- GRAVITY LOAD
Q
o
G
EXIST. & PROP. FIN. FLR. tQ
+9.50' NGVD r
e
EXIST. FIN. GRADE
+8.45 NGVD 0 HAG �>
+8.10' NGVD 0 LAG
EXISTING WELL
COMPACTED FILL
CONC. WALL
F0011NG SEE
PLANS & SCHEDULE FOR
SIZE & REINFORCEMENT
!11
ti
m
LOPE
UALV. MIL. 1'LAJHINU
4" CONT. FIBER CANT STRIP
BUILT -UP ROOF ALUM. PT FIN.
ON 2- LAYERS OF HOT - MOPPED
FIBERGLASS SHEETS ON 30 # FELT
TIN TAGGED ON 19/32" CDX PLWD
SHTG W /8d RING SHANK NAILS 0
6" C/C (ALLSUPPORTS).
TRUSS HANGER SEE -'-- -2x4 LATERAL BRACE
FRAMING PLAN AND ANCHOR LEDGEND SEE PLANS FOR
LOCATION
FOR SPECIFICATIONS.
(2) 2 "x10" PT WOOD LEDGER (SYP NO2)
ATTACHED TO CONCRETE W/5/8" DIAM
HIL11 KWIK BOLT III EXPANSION ANCHORS
SPACED 12" OC. LOCATED 0 CENTER OF LEDGER
EMBEDED 4" INTO CONCRETE.
EMBED VERTICAL BARS 6" INTO EXIST
TIE BEAM & FILL WITH HILTI HIT HY 150 EPDXY
NOA 09- 0224.06
EXISTING CONCRETE BEAM
EXIST. CMU WALL
EXIST. ROOF TRUSSES
/4 II
GALV. MTL. FLASHING
4" CONT. FIBER CANT STRIP
BUILT -UP ROOF ALUM. PT FIN.
ON 2- LAYERS OF HOT - MOPPED
FIBERGLASS SHEETS ON 30 # FELT
TIN TAGGED ON 19/32" CDX EXTERIOR GRADE PLYWOOD
SHEATHING ATTACHED W /8d RING SHANK NAILS 0
6" C/C (ALL SUPPORTS).
2x4 LATERAL BRACE
SEE PLANS FOR
LOCATION
PREFAB WD TRUSSES
SPACED 0 24" OC
a
cv
1/2" EXPANSION JOINT
4" CONCRETE SLI
6 MIL VAPOR BARRIER
EXISTING WELL
COMPACTED FILL
N
12'x16' PREFAB CONC.-
SCUPPERS. PROJECT
8' BEYOND EXT. WALL
FACE. TYPICAL
T.O.PARAPET a
+ 24.42'+ 24.42' NGVD
TYP (V.I.F.)
4' CONT. FIBER
CANT STRIP
21-5 OF TRUSS
+
+ 21.50' NG1/0
BOTTOM OF TRUSS
0 +12 " -0' A.F.F.
I
BUILT -UP ROOF ALUM. PT FIN.
ON 2- LAYERS OF HOT - MOPPED
FIBERGLASS SHEETS ON 30 # FELT
TIN TAGGED ON 19/32" CDX PLWD
SHTG W /8d RING SHANK NAILS 0
6" C/C (AH SUPPORTS).
T.O.PARAPET 0 J,
+ 24.42' NGVD
TYP (V.IF.)
m OR
,IN— E'd A 4
W
1
CONCRETE
BEAM
SCHEDULE
USP TH026 HANGER w/18 -16d NAILS TO LEDGER
UPLIFT'
1 AND 12- 10dxl5 NAILS TO TRUSS. M
REINFORCEMENT
CAPACITY: U= 13'15+ G =2-100" (MIAMI - DADE_NOA Ch= 0921.05) r
--77-
- - _ . _ .._n,.. .. -
NU -VUE NVSTAIh STRAP ANCHOR w/ 9 -ICd x 15' NAILS TO
#
TRUSS AND 6- 10dx15' NAILS TO SEAT. CAPACITY= 14260
(MIAMI -DADE NOA "tab- 0325.02)
REG1<.I f RED
ANCHOR
w
= BOTH ENDS OF TRUSS
" 3 TIES
NOTES
UNO
- UNLESS NOTED OTHERWISE
o
- GRAVITY LOAD
o
G
Lu
m
o
IF-
TB -1
B
24.42'
at
35'
2 -5
4 -"5
2 -5
'3 a 48' O.G.
TIE BEAM F'c =3000 PSI
SEE NOTES BELOW
TB -2
A
2150'
as
12'
2 -05
_
2 -05
83 0 48' O.G.
TIE BEAM Pc =3000 PSI
SEE NOTES BELOW
5-1
A
MB01
8'
12'
2 -05
-
2 -05
03 0 10' O.C.
CONCRETE BEAM F'c =3000 PSI
15-2
A
19.50'
at
12'
2 -+5
-
2 -05
03 6 4.5' O.C.
CONCRETE BEAM Pc =3000 PSI
5-3
A
1183'
at
16'
2 -05
-
2 -01
03 a 1' Owc.
CONCRETE BEAM F'c =3000 FBI
C
as
$'
1_05
_
GA5TGRETE PRE -CAST LINTEL
NOA- 06- 0222.01
SEAM
TYPES
WIDTH
WIDTH
•
CAST CRETE
PRECAST
z
LINTE L
SF8.16
TYPE -A
CONCRETE
BEAM NOTES:
TYPE -B
I. CONTRACTOR TO REVIEW ALL BEAM ELEVATIONS AND
BEAM DEPTHS COORDINATE WITH ARCH PLANS PRIOR TO POUR
2. TIE
BEAMS SHALL HAVE (4) « 3 TIES AT 12'
oz. AT ALL
CORNES EACH WAY AND REMAINDER 0 48' OG_
3. PROVIDE (2) « 5x 60' CORNER BARS, BENT 90 DEGREES t 30' IN EACH DIRECTION.
I
BUILT -UP ROOF ALUM. PT FIN.
ON 2- LAYERS OF HOT - MOPPED
FIBERGLASS SHEETS ON 30 # FELT
TIN TAGGED ON 19/32" CDX PLWD
SHTG W /8d RING SHANK NAILS 0
6" C/C (AH SUPPORTS).
T.O.PARAPET 0 J,
+ 24.42' NGVD
TYP (V.IF.)
m OR
,IN— E'd A 4
W
1
EXISTING
(NO CHANGE)
AILS.
DPROPOSED
(ADDITION)
EXISTING SCREEN
ENCLOSURE TO REMAIN
CSEE SITE PLAN
FOR CONTINUATION)
EXISTING FLAT
CEMENT ROOF
TILE TO REMAIN
EXIST. TB
t 8' -4' AFF
(v.IF.)
FLORIDA OF SOUTH
M.J.CHIU
ARCHITECT
SILVIO VAZQUEZ
DESIGNER
299 AtJiANM C .
SUrrE ►.
CORAL GABILM
.K 3
TEL 305--447-9"
FAX .«.
._ S
► ►► ....
i
i
s
rr
2'X4' PT NAILER TO FOLLOW
SAME ELEVATION OF TRUSS TOP CHORD
ATTACHED TO CONCRETE
W/ 1/4' DIAM X 2.15' LONG TAPCONS
e 12' oz. NAIL SHEATHING TO
NAILER W/ 8d R5 NAILS a 4' oz.
29 ° -O'
ROOF TRUSS ANCHOR LEGEND-
ACTUAL
USP TH026 HANGER w/18 -16d NAILS TO LEDGER
UPLIFT'
1 AND 12- 10dxl5 NAILS TO TRUSS. M
CAPACITY: U= 13'15+ G =2-100" (MIAMI - DADE_NOA Ch= 0921.05) r
--77-
- - _ . _ .._n,.. .. -
NU -VUE NVSTAIh STRAP ANCHOR w/ 9 -ICd x 15' NAILS TO
#
TRUSS AND 6- 10dx15' NAILS TO SEAT. CAPACITY= 14260
(MIAMI -DADE NOA "tab- 0325.02)
REG1<.I f RED
ANCHOR
B/E
= BOTH ENDS OF TRUSS
UNO
- UNLESS NOTED OTHERWISE
G
- GRAVITY LOAD
TYP
= TYPICAL
EXISTING
(NO CHANGE)
AILS.
DPROPOSED
(ADDITION)
EXISTING SCREEN
ENCLOSURE TO REMAIN
CSEE SITE PLAN
FOR CONTINUATION)
EXISTING FLAT
CEMENT ROOF
TILE TO REMAIN
EXIST. TB
t 8' -4' AFF
(v.IF.)
FLORIDA OF SOUTH
M.J.CHIU
ARCHITECT
SILVIO VAZQUEZ
DESIGNER
299 AtJiANM C .
SUrrE ►.
CORAL GABILM
.K 3
TEL 305--447-9"
FAX .«.
._ S
► ►► ....
i
i
s
rr
2'X4' PT NAILER TO FOLLOW
SAME ELEVATION OF TRUSS TOP CHORD
ATTACHED TO CONCRETE
W/ 1/4' DIAM X 2.15' LONG TAPCONS
e 12' oz. NAIL SHEATHING TO
NAILER W/ 8d R5 NAILS a 4' oz.
29 ° -O'