08-834-023ROOF NOTES:
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 SHINGLE 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 SHINGLE 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 SHINGLE 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.P.A. 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
#5 DOWEL; DRILL 8" INTO EXISTING
co TB /FTG. AND SET IN EPDXY GROUT.
w
a EXISTING MASONRY WALL.
cn
15 VERT. WHERE SHOWN ON PLAN
N
KNOCK —OUT EXISTING MASONRY
WALL AND INSTALL #5 DOWELS
A AND 15 VERT. FILL W /3,000
.� PSI PUMP MIX GROUT OR
PEAROCK CONC. WITH 8" SLUMP.
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! 1'
i
W
U
0 F.F. ELEV. 0' -0"
0. t° ISTING FOOTING.
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TIE 4
N.T.S.
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 EXISTG. CMU OCCURS PROVIDE
_,--'_i"4'06 GA. GALV. CORRUGATE
ANCHORS O 16" VERT.. ATTACH TO
EXISTG. CMU OR CONC. W/3/16" of
TAPCONS W/1 -1/4" 0 EMBD. INTO EXIST'G.
CMU OR CONCRETE.
• +I:if�
EXIST. CMU OR
CONC. COLUMN
DRILL & EPDXY NEW FTG .
FTG 30" MIN, j REINF. 6" INTO EXIST. WALL
COLUMN TO EXISTING WALL CONN. DETAIL
CONN. DETAIL (STARTER COLUIMN) (7�
N.T.S.
SHEATHING NOTES:
BLOCKED & 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, 1 N8" 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— 60O.C. ALONG INTERMEDIATE FRAMING MEMBERS (8d RING SHANK NAILS)
PROVIDE BLOCKED DIAPHRAGM AT CROSS HATCI
SEE BLOCKED DIAPHRAM DETAIL THIS SHEET.
4 —f3 STIRRUPS AT EA.
�y INTERSECTION, BALANCE
AS PER BM. SCHEDULE
N
:4 3" 12" 12" 12"
J L i J
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2f5 -30 "x30" CORNER
BAR ONE TOP. ONE BOTT.
TYPICAL CORNER DET.
FOR TIE BEAMS
N.T.S.
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BEAM SCHEDULE
MARK
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SIZE
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PROVIDE 4 STIRRUPS
TB -1
8'- 7 -1/2"
8" X 12"
2 #5
—
2 #5
#3 0 48" O.C.
p 12" ON CENTER;
18-16d
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—
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AT GARAGE DOOR
TIE BEAM NOTE: NEW TIE BEM TO MATCH EXISTING ONE
ROOF ANCHOR SCHEDULE
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