08-834-022ROOF NOTES:
ROOF SUPERIMPOSED LOADS:
DL = 25 PSF LL = 30 PSF U = 42.5 PSF (ZONE 1)
89.77 PSF (ZONE 2 & 3)
FOR A TRIBUTARY AREA OF 10 SF.
ROOF TILE SHALL HAVE MIAMI— DADE COUNTY PRODUCT APPROVAL. ROOF HOT MOPPED SHALL BE INSTALLED
IN ACCORDANCE WITH THE NOTICE OF ACCEPTANCE, MIAMI— DADE COUNTY LATEST ROOF TILE PROTOCOLS
AND MANUFACTURER'S RECOMMENDATIONS. THE PRODUCT CONTROL APPROVAL AND MANUFACTURERS
INSTRUCTION SHEETS MUST BE AVAILABLE AT THE SITE FOR REFERENCE DURING THE INSTALLATION
OF THE ROOF SYSTEM. THE COMPLETED ROOF TILE INSTALLATION SYSTEM SHALL BE IN ACCORDANCE
WITH MIAMI —DADE COUNTY CONTROL APPROVALS, LATEST SHINGLE ROOFING PROTOCOLS IN EFFECT AT TIME
OF PERMIT ISSUANCE AND FLORIDA BUILDING CODE CHAPTER 15 & 16.
ALL ROOFING ACCESORIES AND MATERIALS SHALL HAVE MIAMI— DADE COUNTY PRODUCT CONTROL
APPROVAL AND MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND DIRECTIVES OF THE
NOTICE OF ACCEPTANCE ISSUED FOR EACH INDIVIDUAL PRODUCT OF THE SYSTEM.
ROOF SHEATHING SHALL BE A.PA RATED, NOT LESS THAN 5/8" (19/32") EXTERIOR GLUE TYPE
PLYWOOD SHEATHING AND SHALL HAVE MANUFACTURER'S PRODUCT STAMP CLEARLY VISIBLE.
INSTALL SHEATHING IN ACCORDANCE WITH REQUIREMENTS OF F.B.C. CHAPTER 23. SHEATHING SHALL
BE NAILED TO ROOF TRUSSES TO FORM A DIAPHRAGM USING NO. 10d GALV. RING SHANK NAILS
SPACED NOT MORE THAN 6 INCHES AT INTERIOR FIELD, INTERIOR PANEL EDGES AND 4" AT EXTERIOR
PANEL EDGES AND AT GABLE ENDS IF APPLICABLE.
EXISTING TIE BEAM
co #5 DOWEL; DRILL 8" INTO EXISTING
TB /FTG. AND SET IN EPDXY GROUT.
d=
w
U
CL
-- EXISTING MASONRY WALL
cn .. .
is -- #5 VERT. WHERE SHOWN ON PLAN
KNOCK —OUT EXISTING MASONRY
WALL AND INSTALL #5 DOWELS
AND #5 VERT. FILL W /3,000
PSI PUMP MIX GROUT OR
PEAROCK CONC. WITH 8" SLUMP.
.r
r.
s l�
w
U
F.F. ELEV. 0' -0"
i
t° ISTING FOOTING.
i4
TIE 4
N.T.S. S-3
DRILL & EPDXY NEW BEAM DRILL, AND EPDXY 2 #3 X 8" LONG
NEW TIE BEAM REINF. 6" INTO EXIST. WALL BAR,IF COLUMN IS FOUND. IF NOT.
X 30" LONG WHERE EXIST'G. CMU OCCURS PROVIDE
1 "x5 "X16 GA. GALV. CORRUGATE
ANCHORS O 16" VERT., ATTACH TO
EXIST'G. CMU OR CONC. W/3/16" 0
TAPCONS W/1 -1/4" 0 EMBD. INTO EXIST`G.
CMU OR CONCRETE.
Rm
j 1 30" MIN.
FIG
DRILL & EPDXY NEW FTG .
REINF. 6" INTO EXIST. WALL
EXIST. BLOCK WALL
EXIST. CMU OR
CONC. COLUMN
COLUMN TO EXISTING WALL CONN. DETAIL
CONN. DETAIL (STARTER COLUIMN)
N.T.S.
A
BEAM 5CHEDULE
MARK
T.O. BM.
SIZE
REINFORCING
STIRRUPS
MIAMI DADS
BOT,
MIDD.
TOP
SIZE TYPE
PATTERN
ELEV.
WxH
REMARK
TB -1
8'- 7 -1/2"
8" X 12"
2 #5
—
2 #5
#3 O 48" O.C.
PROVIDE 4 STIRRUPS
O 12" ON CENTER;
9- 10dX1- 1/2"110 STRAP
L
8 -16d NAILS TO TRUSS
BALANCE O 48" ON
V
RT -20
USP
1020 LB
& 4- 1/4"DIA.TAPCON
01- 0912 -05
CENTER,
TB —E
8'- 7 -1/2"
8" X 12"
—
_
_
_
EXISTING BEAM TO
REMAIN
B -1
8'- 7 -1/2"
8" X 12"
2 #5
—
2 #5
#3 O 8" O.C.
AT GARAGE DOOR
TIE BEAM NOTE: NEW TIE BEM TO MATCH EXISTING ONE
ROOF ANCHOR SCHEDULE
ANCHOR
AJ*M R
ANCHOR
MAX NET
ATTACHMENT
MIAMI DADS
#
TYPE
MFM
UPLIFT
PATTERN
N.OA
Q
DTC
USP
1825 LB
4 -10dX 1 -1 /2"TO SEAT &
07- 1003.10
t�»
9- 10dX1- 1/2"110 STRAP
L
8 -16d NAILS TO TRUSS
V
RT -20
USP
1020 LB
& 4- 1/4"DIA.TAPCON
01- 0912 -05
(�
4-J
X1 -1/2 EMB.INTO CONC.
SHEATHING NOTES:
BLOCK® & UNBLOCKED PLYWOOD DIAPHRAGM SHALL
CONSIST OF 5/8" STRUCTURAL GRADE I PLYWOOD
CONTINUOUS OVER TWO OR MORE SPANS, FACE GRAIN
PERPENDICULAR TO SUPPORTS, FASTENED WITH 10d COMMON GALV.
RING SHANK NAILS, 1N8" MIN. PENETRATION IN 2" MIN. NOMINAL.
FRAMING MEMBERS WITH NAILS SPACED AS FOLLOWS:
1— 4 "O.C. AT ROOF DIAPHRAGM BOUNDARY PANELS (8d RING SHANK NAILS)
2— 6 "O.C. AT ALL OTHER PLYWOOD PANEL EDGES (8d RING SHANK NAILS)
3— 6 "O.C. ALONG INTERMEDIATE FRAMING MEMBERS (8d RING SHANK NAILS)
PROVIDE BLOCKED DIAPHRAGM AT CROSS HATCHED AREAS,
SEE BLOCKED DIAPHRAM DETAIL THIS SHEET.
11
38
1
18
175
BRACING
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CITY � OF SOUTH
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STRUCTURAL- 9SPON
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Revisions
N0. date Dew"m
1 —29-08 BLDG.DPT.
Date
07 -17 -200$
Drawn by
PLC
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175 FONT U BLVD. STE22G-6A
Ph: 305- 224 -3674
Revisions
N0. date Dew"m
1 —29-08 BLDG.DPT.
Date
07 -17 -200$
Drawn by
PLC
Ched:ed M/
R.G
Scale
AS SHOWN
Sheet IVJe:
ROOF FRAMING PLAN &
DETAILS
Sheet N0. a or i