13-1306-008EXISTING ROOF
OVERHANG
i
i
NEW 2X10 WOOD
RAFTERS 0 24"
O.0 (TYP.)
NEW 3X10" P.T. WOOD LEDGER __ - -__.
BEAM FASTENED TO EXISTING
CONCRETE TIE BEAM WITH 5/8 "0
ANCHOR BOLTS HILT] KWIK
BOLT -3 BY HILTI, SPACED AT 12" - - - - --
ON CENTERS (TYP.)
NEW 2X10 WOOD
RAFTERS 0 24"
0.0 (TYP.)
NEW 3X10" P.T. WOOD LEDGER
BEAM FASTENED TO EXISTING
CONCRETE TIE BEAM WITH 5/8 "0
ANCHOR BOLTS HILTI KWIK
BOLT -3 BY HILT], SPACED AT 12"
ON CENTERS (TYP.)
EXISTING CONCRETE
TIE BEAM
EXISTING CMU WALL
------- - - - - -- - - - --
I
I
I
--------- - - --4_ --
i
I
l
l
l
1
I
l
I
I
I
I
l
l
- - - - -- l 2X8 WD
BLOCKING AT
- - - - -- i MID SPAN (T'
- ------ �------------ —
1 1
l 1
I 1
_L_ i
N
ROOF PLAN
SCALE 1/4 " =1' -0"
C -1
(TYP'.)
I
{
y
i
I
i
�.I
1
S -2
(3)2X12" WOOD BEAM WITH
1/2" 0 A307 GALVANIZED
THRU BOLTS WITH NUT AND
WASHERS 0 24" O.0 MAX,
EQ DISTRIBUTED, STAGGERED.
EXIST.
POOL
it
OF (3)2X12" WITH 1/2" 0
n
V
A307 GALVANIZED THRU BOLTS
t,
1;
WITH NUT AND WASHERS 0
24" O.0 STAGGERED.
, 1
.III
I
II
If
C'
.- 0
V II.
EXISTING ROOF NVJH -28 BY NU -VUE (TYP.) W/ (14)10d
OVERHANG NAILS TO LEDGER BEAM AND (7)10d NAILS TO
RAFTER (TYP.)
NOA No. 08- 0828.02.
ALLOW. UPLIFT CAPACITY =1,079 LBS
ALLOW. GRAVITY LOAD CAPACITY =1,736 LBS
CALCULATED UPLIFT LOAD =770 LBS
CALCULATED GRAVITY LOAD =690 LBS
ON
NOTE:
SEE "SHEATHING NOTES" FOR NAILING
REQUIREMENTS. ALL ROOF SHEATHING
NAILS SHALL BE HAND - DRIVEN.
NAILING AT INTERMEDIATE
WOOD BOARD (NORMALLY 1 "X6 "X8') LAY SUPPORTS - SEE SHEATHING
IN A STAI
LEAVE 1/8" GAI
BOARD ENDS
NEW 518" PLYWOOD SHEATHING.
SEE SHEATHING DETAIL AND NOTES
/NEW 2X10" RAFT
' -0"
/ 0 24" O.0 (TYP.
1
STEEL COLUMN. SEE COLUMN
SCHEDULE
1
NEW 3X10" P.T. WOOD LEDGE
FASTENED TO EXISTING CONCRETE TIE
BEAM WITH 5/8" 0 ANCHOR BOLTS
HILTI KWIK BOLT -3 BY HILTI, SPACED
AT 12" ON CENTERS (TYP.)
SECTION B -B
NEW WOOD BEAM CONSISTING OF
(3)2X12" WITH 1/2" 0 A307
GALVANIZED THRU BOLTS WITH NUT
AND WASHERS 0 24" O.0 STAGGERED.
SHEATHING DETAIL (WP.)
SCALE: 3/4" =1' -0"
NEW WOOD BEAM CONSISTING
OF (3)2X12" WITH 1/2" 0
n
V
A307 GALVANIZED THRU BOLTS
WITH NUT AND WASHERS 0
24" O.0 STAGGERED.
ABOVE AND ONE BELLOW"'-a'�='
W
3/4" 0 A307
C'
.- 0
GALVANIZED
THRU BOLTS.
1/4" STEEL BENT PLATE-/
G'
WOOD BEAM
CONNECTION TO WALL
1X2" P.T. WOOD
2X12" WOOD FASCIA
A307
IZED THRU
1/4" STEEL
BENT PLATE
NEW 5/8" PLYWOOD SHEATHING.
SEE SHEATHING DETAIL AND NOTES
NEW ) X10" RAFTERS 0! 24" O.0
TYP.
'T
3/4" 0 A307-
GALVANIZED THRU
BOLTS.
E70XX
TYP.
f�"
l
4"
1/4" STEEL
PLATE -\
SHEATHING NOTES:
1 -ROOF SHEATHING TO BE TONG AND GROOVE WOOD BOARD 1 "X
6 "X8'-0 ", BOARD GRADE, LAID IN A STAGGERED JOINT PATTERN
CONTINUOUS OVER 3 OR MORE SPANS.
2 -BOARD ROOF SHEATHING SHALL HAVE A NET THICKNESS OF NOT
LESS THAN 3/4 " (1" NOMINAL); AND SHALL BE NAILED WITH
10d COMMON NAILS NOT LESS THAN TWO IN EACH 6 INCH BOARD
AT EACH SUPPORT.
E70XX
TYP.
WOOD BEAM STEEL
CONNECTOR DETAIL
EXISTING CMU WALL
NVRT -20 BY NU -VUE (TYP.) W/ (7)16d
NAILS TO WD. BEAM AND (7)16d NAILS
TO RAFTER (TYP.)
NOA No. 08- 0326.11.
ALLOW. UPLIFT CAPACITY =1,132 LBS
CALCULATED UPLIFT LOAD =987 LBS
1 ~' L-NEW WOOD BEAM CONSISTING
I 1 OF (3)2X12" WITH 1/2" N
1 A307 GALVANIZED THRU BOLTS
i I I WITH NUT AND WASHERS
24" O.0 STAGGERED.
I 1
I1
I 1
SECTI N A A
NOTES:
EPDXY ANCHOR HIT -HY150 WITH I. IF BLOCK WALL IS HOLLOW AT PLACE OF CONNECTION, CAREFULLY REMOVE
THREADED ROD HAS BY HILTI, BLOCK FACE ABOVE CONNECTION LOCATION, AND FILL CELL SOLID WITH 3000 PSI
MASONRY FINE GROUT.
CONFORMING WITH ASTM A193
GRADE 87. 2.- AFTER GROUT HAS REACHED FULL STRENGTH, INSTALL EPDXY ANCHORS SO
THAT:
NOA No. 09- 0224.06, 5" -ONLY ONE ANCHOR IS INSTALLED PER BLOCK,
EMBEDDED INTO SCUD GROUTED - CENTER ANCHOR HORIZONTALLY IN BLOCK
BLOCK CELL. - SEPARATION OF ANCHOR FROM VERTICAL JOINT TO BE MORE THAN 4"
EP -r.
- -COla
NM
A M
MLAW
TELEPHONE (305) 285 -67231 FAX (306) 285 -6722
535 SW 8 ST. SUITE 100 MIAMI, FL 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
CONSULTANT/ NOTES
EXISTING CMU WALL TO BE FILLED SOLID
WITH 3000 PSI FINE MASONRY GROUT:
BLOCKS IN CONNECTION AND AT LEAST ONE
ABOVE AND ONE BELLOW"'-a'�='
W
=�
"
3"
WOOD BEAM (3)2X12" WITH
7
V
_
1/2" 0 A307 GALVANIZED
ZR
_j
THRU BOLTS WITH NUT AND
;,
W
uL.
-
-
WASHERS 0 24" O.0
QG
0
Z
Q
LCD
Q
STAGGERED.
z
�
s
O
L0
f�L..
H
�O
I
EPDXY ANCHOR HIT -HY150 WITH
(h
-
THREADED ROD HAS BY HILTI,
Q
-
CONFORMING WITH ASTM A193
0
GRADE 87,
CL
=
=
NOA No. 09- 0224.06, 5"
5
EMBEDDED INTO SOLID GROUTED
M
'
-
BLOCK CELL
3/4" 0 A307
GALVANIZED THRU
BOLTS WITH NUT AND
WASHERS.
1/4" STEEL BENT PLATE
SECTION C -C
APPROVALS/REVISIONS DATE
SEAL:*
" -to
v'
CAPLE DESIGN, INC.
678 NW 124th CT
MIAMI FL 33182
CA 26021
CARLOS A. DEL PING
PE 59888
PH. (305) 815 -1643
° FAX (305) 225 -9744
cops edesign ogm oil. com
SHEEP TITLE
ROOF PLAN AND DETAILS
Job No. Drawing No.
Drown 6y:
Date Plotted: Sm2
Scale:
(VARIES - SEE DRAWING)
W
W
2
W
V
0
ZR
_j
W
EL
W
uL.
C)
QG
0
Z
Q
LCD
Q
W
z
�
s
O
L0
f�L..
H
�O
0
00
(h
Q
0
CL
SEAL:*
" -to
v'
CAPLE DESIGN, INC.
678 NW 124th CT
MIAMI FL 33182
CA 26021
CARLOS A. DEL PING
PE 59888
PH. (305) 815 -1643
° FAX (305) 225 -9744
cops edesign ogm oil. com
SHEEP TITLE
ROOF PLAN AND DETAILS
Job No. Drawing No.
Drown 6y:
Date Plotted: Sm2
Scale:
(VARIES - SEE DRAWING)