14-1164-007ROOF FR ,4M ING FL ,4N
SCALE: 1/4"=V-011
L NEW PARAPET WALLS
24" VERT. IN BLOCK
.LED WITH CONC. GROUT
31B2K
2IB5K
ROOF NOTES: DESIGN CRITERIA
I.- ROOF SHEATHING SHALL BE 5/5" CDX PLYWOOD SHEATHING "LED TO EVERY SUPPORT
WITH ed RING SHANK NAILS 66" c/c, AND *4" c/c, AT EDGE STRIP "a" WIDE. TYPICAL V-115
CATEGORY II
EXPOSURE c
121.0
2.- PROVIDE BUILDING PAPER BETWEEN WOOD 4 CONCRETE Kd-1.00
(TYPICAL) ASCE 1-10
LEGEND:
DENOTES OUTLINE OF CONCRETE BEAM, AND TIE BEAM
ROOF SUPERIMPOSED LOADS DENOTES PREFAB. TRUSSES OR WOOD JOIST
DL=30 I=Zr-.
LL=30 P.S.F.
R5 DENOTES ROOF BEAM
T15 DENOTES TIE BEAM
CONNECTORS SCHEDULE
CONNECTOR
TYPE
ALLOWABLE LOAD VALUES
FASTENERS SIZE 4 QUANTITY
REMAR<S
CONCRETE (F'c=3000 psi)
CMU GROUTED
TENSION
SHEAR
TENSION
SHEAR
HILTI KUJIK BOLT 3
2155 L55
2343 L56
905 L56
1123 L55
(1) 11/2"41 INTO CONCRETE (31/2" MINIMUM EN5EDMENT)
BY HILTI MANUR
HILTI KUJIK BOLT 3
2810 L55
4565 L55
1295 L56
1123 L55
(1) %"41 INTO CONCRETE (4" MINIMUM EN5EDMENT)
BY HILTI MANUF.
HILT[ KWIK BOLT 3
3635 L55
6113 L56
(1) 3/4"0 INTO CONCRETE (43/4" MINIMUM EN5EDMENT)
BY HILTI MANUP.
NEW T5-1-
Drawing Title
SEE
PRODUCT CONTROL APPROVAL
PRODUCT
CODE
ACCEPTANCE
NUM5ER (N.O.A.)
EXPIRATION DATE
REMARKS
FASTENERS SIZE 4 QUANTITY
REMARKS
DOWN
UPLIFT
LAT. LOAD
PARALLEL
TO WALL (LI)
LAT. LOAD
PERP.
TO WALL (L2)
0
LUS28
LUS28
FL-106DDJOD-RO STATE
WIDE APPROVAL
BY SIMPSON
(8) 10d X 11/2 NAILS INTO HEADER cI (&A0 TO JOIST
WOOD CONNECTOR BY
SIMPSON STRONG TIE
OL TOP OF I=_XISTI11.* T5
WOOD CONNECTORS SCHEDULE
CONNECTOR
LABEL
CONNECTOR
TYPE
ALLOWABLE
LOAD VALUES
FASTENERS SIZE 4 QUANTITY
REMARKS
DOWN
UPLIFT
LAT. LOAD
PARALLEL
TO WALL (LI)
LAT. LOAD
PERP.
TO WALL (L2)
0
LUS28
1140 L55
885 L56
(8) 10d X 11/2 NAILS INTO HEADER cI (&A0 TO JOIST
WOOD CONNECTOR BY
SIMPSON STRONG TIE
OL TOP OF I=_XISTI11.* T5
_LUS 28.
NEW T5-1-
Drawing Title
SEE
SCHEDULE
wdpld-pj Z-40-4 Cc �.?il r_4L_1xdW_4pj Z4 9 1:4 1 z Is =4 zk_13 =14" 9 [pie LZIMM
05 VERT. 7
IN BLOCK CELL
FILLED W/ CONC.
GROUT,SEE PLANS
FOR LOCATION.
LNEW 3"XIO"LEDGER W1 LEW
5/8" KIWI BOLT -3
ANCHOR BOLT 0 Iro"
O.C.
2 "X10" OD JOIST.
ROOF
FRAMING
Plan
NEW CONC. BLOCK
811X 1211
Cad File Name
BEAM SCHEDULE
OL TOP OF PARAPET
EL. +10'-211
NEW
8"X8"CONC.CAF
105 CONT.
NEW CONC. BLOCK WALL
REINF. ALL NEW PARAPET WALLS
/-WITH 05 • 24" VERT. IN BLOCK
CELLS FILLED WITH CONC. GROUT
(TYPICAL)
NEW ROOF SHEATHING SHALL BE
5/8" CDX PLYWOOD WITH
8d RING SHANK NAILS • 4" O.C.
ALL SUPPORT
PARAPET
OL TOP OF I=_XISTI11.* T5
_LUS 28.
NEW T5-1-
Drawing Title
SEE
SCHEDULE
wdpld-pj Z-40-4 Cc �.?il r_4L_1xdW_4pj Z4 9 1:4 1 z Is =4 zk_13 =14" 9 [pie LZIMM
BEAM NOTES:
1.- ADD 1#5 E.F. 0 MID-DEPTH
2.- HOOK BOT. REINF. @ COL. SUPPORTS
3.- DROP BM. BOT. AT DOORHEAD & ADDD 2#5 BOT
4.- SPLICE TOP REINF. 0 MIDSPAN IF REQUIRED
5.- ADD 1#5 E.F. 0 12-O.C.
6.- UPTURNED BEAM
LOH
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Luis 0. DE LA Hoz
PE# 73932
8857 NW 17BTH ST
MIAMI, FL 33018
PHONE: (305) 903-BB 16
LODELAHOZ@YAHOO.E5
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Luis 0. de la Hoz, PE
Lic# 73932
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OL TOP OF PARAPET
EL. +10'-211
NEW
8"X8"CONC.CAF
105 CONT.
NEW CONC. BLOCK WALL
REINF. ALL NEW PARAPET WALLS
/-WITH 05 • 24" VERT. IN BLOCK
CELLS FILLED WITH CONC. GROUT
(TYPICAL)
NEW ROOF SHEATHING SHALL BE
5/8" CDX PLYWOOD WITH
8d RING SHANK NAILS • 4" O.C.
ALL SUPPORT
PARAPET
OL TOP OF I=_XISTI11.* T5
_LUS 28.
NEW T5-1-
Drawing Title
SEE
SCHEDULE
05 VERT. 7
IN BLOCK CELL
FILLED W/ CONC.
GROUT,SEE PLANS
FOR LOCATION.
LNEW 3"XIO"LEDGER W1 LEW
5/8" KIWI BOLT -3
ANCHOR BOLT 0 Iro"
O.C.
2 "X10" OD JOIST.
ROOF
FRAMING
Plan
NEW CONC. BLOCK
811X 1211
Cad File Name
SECTION
Sheet Number
SCALE: 3/4"s 11-0"
S-03