05-141-020WOOD DECK W/ EA. rJ
NAILED TO EA. SUPPORT I-
W/ (2) -16d NAILS
EL. SEE PLAN
FOR FASCIA INFORMATIO •
SEE ARCH PLAN PREFAB WOOD TRUSSES @ 24"
2x6 WOOD L SKIN B/ STANDARD
TRUSSES WAN 16 HOOK 1x3 FURRING STRIPS PERPENDICULAR
NAILS @ EAAAA. ND I TO PREFAB. TRUSSES / GIRDERS @ 16" O.C.
3xa P.T. WOOD 0 JTLOOKER FASTEN TO BOTTOM OF BOTTOM
CONC. TB CHORD W/ (2) 8d NAILS.
SEE PLAN
SEE PLAN
CMU WALL,
I FOR REINF. SEE PLAN
SECTION 1
SCALE 3/4" = V -0"
(TYPICAL C❑NNEC ❑N ❑F WOOD IOd NAILS @4 "O.C.
❑UTL❑❑KER TO PREFAB WOOD TRUSSES) EARSIIDE CLIP -,
TRUSS MANUFACTURER TO DESIGN PREFAB WOOD TRUSS TAKING
INTO ACCOUNT THE WOOD ❑UTLOOKER REACTIONS SHOWN IN SECTION
10d NAILS @ 4"
8" CMU WALL
FOR REINF. SEE PLAN 5/8" "CDX" PLYWOOD, SEE
GENERAL STRUCTURAL NOTES
w EL. VARIES
8" CDX PLYWOOD U -1
NAILED TO EAAE
EVERY SUPPORT
W/ 8d NAILS @ 6" •
NAILS @ W L 3 D I1 6d BTOE
. .
SEE PLAN
CONC. TB
SEE PLAN
SECTION 2
SCALE 3/4" = 1' -0"
cnQ --'� -i
5/8" "CDX" PLYWOOD, SEE (7) 16d NAILS\
3' -0"
GENERAL STRUCTURAL NOTES
EL. SEE PLAN
16d NAILS @ 6" STAGGERED HIGH
EQ. EQ.
AND LOW
5 /1" "CDX" PLYWOOD, SEE
(5) 16d NAIL
GENERAL STRUCTURAL NOTES
12 (7) 16 d NAILS INTO WD, TRUSS.
FOR CONNECTOR TYPE
SEE PN AND
`U'
SEE PLAN AND SCHEDUL
PLAN SEE 1x 6 TONGUE & GROOVE FOR CONNECTOR TYPE
SEE PLAN AND SCHEDULE
PREFAB WOOD
(7) 16 d NAILS INTO WD. TRUSS.
WOOD DECK W/ EA.
y 'J
y NAILED TO EA. SUPPORT
TRUSSES @ 24"
1x 6 TONGUE & GROOVE
r
�J W/ (2) -16d NAILS
WOOD DECK W/ EA. rJ
NAILED TO EA. SUPPORT I-
W/ (2) -16d NAILS
EL. SEE PLAN
FOR FASCIA INFORMATIO •
SEE ARCH PLAN PREFAB WOOD TRUSSES @ 24"
2x6 WOOD L SKIN B/ STANDARD
TRUSSES WAN 16 HOOK 1x3 FURRING STRIPS PERPENDICULAR
NAILS @ EAAAA. ND I TO PREFAB. TRUSSES / GIRDERS @ 16" O.C.
3xa P.T. WOOD 0 JTLOOKER FASTEN TO BOTTOM OF BOTTOM
CONC. TB CHORD W/ (2) 8d NAILS.
SEE PLAN
SEE PLAN
CMU WALL,
I FOR REINF. SEE PLAN
SECTION 1
SCALE 3/4" = V -0"
(TYPICAL C❑NNEC ❑N ❑F WOOD IOd NAILS @4 "O.C.
❑UTL❑❑KER TO PREFAB WOOD TRUSSES) EARSIIDE CLIP -,
TRUSS MANUFACTURER TO DESIGN PREFAB WOOD TRUSS TAKING
INTO ACCOUNT THE WOOD ❑UTLOOKER REACTIONS SHOWN IN SECTION
10d NAILS @ 4"
8" CMU WALL
FOR REINF. SEE PLAN 5/8" "CDX" PLYWOOD, SEE
GENERAL STRUCTURAL NOTES
w EL. VARIES
8" CDX PLYWOOD U -1
NAILED TO EAAE
EVERY SUPPORT
W/ 8d NAILS @ 6" •
NAILS @ W L 3 D I1 6d BTOE
. .
SEE PLAN
CONC. TB
SEE PLAN
SECTION 2
SCALE 3/4" = 1' -0"
cnQ --'� -i
EL. SEE PLAN
I
CON(. BM.
SEE PN AND
`U'
•
30 LBS. FELT
PREFAB WOOD
SCHEDULE
PAPER
TRUSSES @ 24"
EL.
SEE PLAN 10 FURRING STRIPS
O
�J'
WD. LEDGER, SEE PLAN
"HB"
PREFAB WOOD
TRUSSES @ 24
CONC. BM.
1/4" DIA TAPCON SCREW @ 6"
SECTION
SEE PLAN AND
W/ 1 3/4" MIN. EMBEDMENT
7
SCHEDULE
IN CONC.
SCALE 3/4" =
1' -0"
SECTION
SCALE 3/4" = 1' -0"
30 LBS FELT PAPER B/ -
PLYWOOD AND CONC. TB 2 x
4 P.T. WOOD
LEDGE W/
2
1/2° RIGID INSULATION
10 d
NAILS @ 4" �- 1/4"
DIA TAPCON
SCREWS @ 6" O.C.
EL. VARIES
5/8" "CDX"
PLYWOOD, SEE
GENERAL STRUCTURAL NOTES
•
2x4 OOD SLEEPERS @
24"
--
W/(2)16d NAILS @ EA.
SUPPORT
2 x 4 P.T. WOOD
ILI 7 DGE W/
(2) 5/8" DIA THRU BOLTS
1/4" DIA TAPCON
ECREWS @ 6" 0,C.
1x 6 TONGUE & GROOVE
3„ 3
WOOD DECK W/ EA.
NAILED TO EA. SUPPORT
EL. SEE PLAN
EL. SEE PLAN
W/ (2) -16d NAILS
3x8 WOOD RAFTERS
CONC. BM.
SEE PLAN AND
SCHEDULE
r
II I II \
•
CONC. BM.(RAKED)
1 /4" x 6" WIDE STEEL SEE PLAN AND
PLATE BOTH SIDES OF SCHEDULE
WOOD MEMBER WELDED TO SECTI 0 N
1
SCALE 3/4" = V -0"
3x WD. SHIM PROVIDE 1 BETWEEN SHEATHING
& TOP CONC. BEAM
WOOD PREFB. TRUSSES
BEYOND, NOT SHOWN
W E4 � / X „8 STEEL PL
2 /8 DIA x 8” LONG
NL N HEADED STUDS
BOTT. WELDED TO PLATE
CLOSED TIES
SEE PLAN AND
"CONCRETE COLUMN
BEYOND SEE PLAN
& SCHEDULE.
SECTION 11
SCALE 3/4 = 1 --0
1/4" X 5 /1" X 8 1/2" WIDE STEEL BENT
PLLAATE IN 3/8 WIDE K RF @
3- 3V4" DIA THROUGH
�yo BOLT , TYP.
SEE PLAN AND
SCHEDULE
SECTION
12A
SCALE 3/4" = 1' -0"
3- 3/4" DIA THROUGH
BOLTS, TYP.
r ,r ,r._ L-4 X 10
tK WELDEDUTO� PLATE ELEV ^ TIO* I HIP RAFTER
3" 1 1 /2" BENT PLATE f� I I V
TY I TYP.
PL )4N SECTION 17
SCALE 3/4" = Oil
STANDARD
HOOK
8" CMU WALL,
FOR REINF. SEE PLAN
8" x 8" DEEP CONC. CAP
W/ 2 #5 CONT. & 2 #5
X 2' -6" X 2' -6" CORNER BARS
,TRUSS MANUF. TO PROVIDE
VERTICAL MEMBER AT THIS
LOCATION FOR BLOCKING EL. +
HANGER CONNECTION TOP OF PARAPET
VERTICAL LOAD OF 1500 LBS
#5 @ 48" MAX.
EL. SEE PLAN SL. DN. LJ Q
a- .•.
FOR SCUPPER STANDARD
LOCATION COORD. HOOK
W/ ARCH DWGS
9ANDARD CONC. BM.
HOOK SEE PLAN AND
MASONRY WALL SCHEDULE
BEYOND FACE OF WALL
1 O NAILS @ 4"
IICONT 1 -/4� DI P.T. WD. 1 /4L'
" TAPCON" SCREWS @ 12'
00 r10d NAI
BEYOND
SECTION 3
SCALE 3/4 = 1 --0
EL. VARIES iL
1/4" X 6" X 10" X 4" BEN I
S EE PLATE
EL. SEE PUN IN ' 8 WIDE KERF @ Q-
OLT 2) 3/4" DIA THROUGH p-
B _ _
- 3x8 WOOD RAFTERS
CONC. BM. N
10" SEE PLAN AND 2 2'
6"
SCHEDULE
SECTION 8
SCALE 3/4" = 1' -0"
30 LBS FELT PAPER B/ -
PLYWOOD AND CONC. TB N
EL. VARIES 10 d NAILS @ 4" --��-
3x8 P.T. WOOD LEDGE W/
1/4" DIA TAPCON SCREWS @ 6" O.C.
SECTION 1
SCALE 3/4 = 1 —0
EL. VARIES ,-I&
EL. VARIES,i, d NAILS @ 4°
3x8 P.T. WOOD LEDGE W/ -/
1/4" DIA TAPCON SCREWS @ 6" Q.C.
SECTION
SCALE 3/4" = 1' -0"
ONC, TB
RAKED)
8" x 8" X CONT. CONC. CAP
W/ 2 #5 CONT.
2 x 4 P.T. WOOD LEDGE W/
//�1/4" DIA TAPCON SCREWS @ 6" O.C.
EL. SEE PLAN
SEE SECTION 1J S -6
FOR ROOF IN Ed
SECTION
SCALE 3/4" = 1' -0"
10 d NAILS @ 4
•ti Y' ••• • u • i•i V V , •
i • W VVW
• V i •V VVG V
V V V V v • V •
W V 4F ••vy V V U V U
V u V• • V• G v L, •• G• V U
• • • • U G
V4VY CV WV V V
U u V y
V Y V V i U
• • W W 5/ '" "CDX" PLC Odb, `5
GENERAL STRUCTURAL NOTES
2 "2" / 1x 6 TO�GUEW GROOVE
8 "x4 "x1 4" STEEL PL BOLTS DI ROUGH
WOOD TO EA. SUPPORT
BOTH SIDES OF RAFTER W/ F(2) -16d NAILS
STEEL PLATE WELDED TO 1/4" X 6" X 4" X 4" WIDE
BOTT. PLATE STEE PLATE WIDE 2
i IN 3 8 WIDE KERF @ Q
3 x 8 W/ 2) 1V2" DIA THROUGH
= , BOLT WDED TO
BOTT. PLATE
6 X X 1/4" SHIM AS -
STE L PLATE REQUIRED
SEE PLAN () /
N2eL SON.' SITUDS 5 SHIM AS REQ D.
• 'WELDED TO ST, PL. Ln
CONC. TB (2 5 DIA X 5'
3x8 I SEE PLAN 3x8 WOOD RAFTERS "NELSON' STUDS
WELDED TO ST. PL.
CON(. TB L J 3/8 "x7 5 8 "x 7 5/8" �n CONC. BM.
i STEEL PLATE SEE PLAN AND
SEOMM
4
SCALE 3/4" = V -0"
5/8" "CDX" PLYWOOD, SEE
GENERAL STRUCTURAL NOTES
1 2x4 WOOD SLEEPERS U 24
�. W /(2 )16d NAILS @ EA. SUPPORT
8' x 8 X CONT. CONC. CAP 1x6 T. & G.
W/ 2 #5 CONT. NAILED TO EA.
10 d NAILS @ 4" SUPPORT W/
2 -16d NAILS
EL. VARIES
I 2 x4 P.T. WOOD LEDGE W/
1/4 „ DIA TAPCON SCREWS @ 6” O.C. n1 4 X 10--/ 1 `
3 X 8 I 3 X 8
WD. RAFTERS I WD. RAFTERS
(3) 16d TOE NAILS INTO RIDGE BEAM
EEACH SIDE OF WOOD RAFTERS
SECTION
10
SCALE 3/4"= 1' -0"
30 LBS FELT I APER B/
TRUSS AND NC. TB
• L
EL. SEE PLAN
CONC. BM.
CONC. BM. I i TOP PLATE, BEYOND
SEE PLAN AN
SCHEDULE SEE SCHEDULE
3 16
II
III STEEL COLUMN
jj-LL- BEYOND
SECTION 9
SCALE 3/4 = 1 -0
SCHEDULE
I TOP PLATE,
I I SEE SCHEDULE
III 3 16
II
I I STEEL COLUMN
BEYOND
SECTION 5
SCALE 3/4 = V-0"
RT24 STRAP BY USP
X 24" LONG W/ (9) 16d NAILS INTO
EA. RAFTERS
1 /2" DIA LAG SCREW W/
�4' MIN EMBED IN RIDGE BEAM
/-2 1/2" RIGID INSULATION
28 "x8" DEEP MIN, CONC. SILL
W/ #4 @ 12" CENTERED
BOTH WAYS
STANDARD
HOOK
—3 #4
- #4 @ 12"
- SECONDARY POUR
BREAK BLOCK FACE
& LET CONC. & REINF. IN
#4 @ 12"
#5 CONT.
SECTION
SCALE 3/4" = 1' -0"
TB
BREAK BLOCK FACE
& LET CONC. & REINF. IN
#4 @ 12"
SECONDARY POUR
#4 @ 12"
1 #5 CONT.
- #5 @ 48" O.C. MAX.
IN GROUT FILLED CELLS
BREAK BLOCK FACE
��C LET CONC. & REINF. IN
11
1
SECTION
SCALE 3/4" = 1' -0"
IGNACIO J. CALVO P.E.
STRUCTURAL ENGINEER
FLORIDA CERTIFICATE NO. 56755
1800 SW 27 Ave. 401
Miami, Florida 3145
Ph: (305) 648 -9008
Fox: (305) 648 -9128
E —MAIL: ijcpefbellsouth.net
�TB
F1-
� ti
I ,A05 .,
��� \O\ \ \ \\\\
DAVID TT AUTMAN
A IC C H I T F. E C T
5665 SW 73 ST N4 MIAMI, FLORIDA 33143
305 - 667 -0616 TEL 305 -666 -5162 FAX Q)
REVISIONS
curr /WATERH 3-24 -04
- -� .7
I
SECTION
SCALE 3/4" = 1' -0"
IGNACIO J. CALVO P.E.
STRUCTURAL ENGINEER
FLORIDA CERTIFICATE NO. 56755
1800 SW 27 Ave. 401
Miami, Florida 3145
Ph: (305) 648 -9008
Fox: (305) 648 -9128
E —MAIL: ijcpefbellsouth.net
�TB
F1-
� ti
I ,A05 .,
��� \O\ \ \ \\\\
DAVID TT AUTMAN
A IC C H I T F. E C T
5665 SW 73 ST N4 MIAMI, FLORIDA 33143
305 - 667 -0616 TEL 305 -666 -5162 FAX Q)
REVISIONS
curr /WATERH 3-24 -04
`U'
O
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