08-834R-004ROOF NOTES:
lk"OOF SUPERIMPOSED LOADS:
DL = 25 PSF LL = 30 PSF U = 42.5 PSF (ZONE 1)
89.77 PSF (ZONE 2 do 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 do 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.
COLUMN TO EXISTING WALL CONN. DETAIL
CONN. DETAIL (STARTER COLUIMN)
N.T.S.
E-&'
BEAM SCHEDULE
MARK
T.O. BM.
SIZE
REINFORCING
STIRRUPS
REMARK
Gim
ELEV.
WxH
BOT-1
MIDD.
TOP
SIZE TYPE
71003.10
.. r STRAID
ommm
TIPS
TB -1
8'- 7 -1/2"
8" X 12"
2 #5
-
2 #5
J3 Q 48" O.C.
p 12' ON CENTER;
..
.. NAILS TO r
BALANCE 4 48" ON
`
r .d NAILKS TO JOIST.
.. !`
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 @ 8" O.C.
AT GARAGE DOOR
TIE BEAM NOTE: NEW TIE BEM TO MATCH EXISTING ONE
FACKE kp-..
ROOF SCHEDULE
Gim
i
71003.10
.. r STRAID
ommm
it LEDGER
2-16d NAILS TO
NAILKS TO JOI
...
..
.. NAILS TO r
r
`
r .d NAILKS TO JOIST.
.. !`
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- 6 "O.C. ALONG INTERMEDIATE FRAMING MEMBERS (8d RING SHANK NAILS)
PROVIDE BLOCKED DIAPHRAGM AT CROSS HATCHED AREAS,
SEE BLOCKED DIAPHRAM DETAIL THIS SHEET.
B
i
18
175
CITY OF soLITH MIAMI
BUILDING DEPT.
STRUCTURAL 1 CTION
W
BRACING
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-- ---- - - - - --
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Sheet Tide:
ROOF FRAMING PLAN &
DETAILS
Sheet NM a a a
Si -.3.
r
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Revisions
MIN• . , ii "Iii
-- ---- - - - - --
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Sheet Tide:
ROOF FRAMING PLAN &
DETAILS
Sheet NM a a a
Si -.3.