10-286-011EXISTING ROOF SHEATHING
TO f�EMAIN,
EXIST. TO NEW
REMAIN I ADDITION
EXISTING CEILING TO
REMAIN-
EX15TINC-4 ROOF TRz'U55Ee
TO I;,0E!`1AlN,
EXISTING F�OOF INSULATION
TO REMAIN,
EX15TING CONCRETE 5EAM/HFADEF;P,
TO REMAIN.
EXISTING CONCRETE 5LAE3
TO REMAIN.
(MATCH EXISTING - FIELD VERIFY),
12
--1 3
CONC. SLAB (5E-F- &TRUCT. FLANS),
CONT- VAf=OF, BAFIRIEF.1,
CONT. 1/2" EXPANSION JOINT
CLEAN COMFACTEp
PILL, (SEE STRUCTURAL
PLAINS FOR 5FFc5.)
EXIST- CONCRETE r7e.
TO REMAIN.
F,--30 INSULATION
(BLOWN T-T-FE),
NEW SMOOTH
FIN. ON 112" G.W.P. ON
METAL HI-HATS ON
WOOD TRUSSES.
(MATCH EXISTING)
I X 4 P.T. FIRE5TOP AT
TIE BEAM PERIMETER AND
c�
51- 0' HGT. A-F.F% MAX.
LINE OF EXISTING CONCRETE
51-46 TO BF REI-IOVED,
2' -O" O.W.
(MATCH EXISTI
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TYPICAL WALL SECTION
31411 = 1 I-ovi
NOTE, FOR STF,UCTURAL INFORMATION
SEE PLANS EYr' STRUCTURAL ENGINEER,
FOR M.E.F=. INFOf;,:'I`lATION SEE Fl-AN5
F3Y MECHANICAL ENGINEERS.
(NEW) CEMET TILE iROOF ON 1-9011 MINEFR41L
eU1:P,FACF HOT MOPPED TO 1-301* FELT
TINTAGGED TO PLYWOOD SHEATHING
THE 1-30" FELT 15 ANCHORED TO THE
PLYWOOD 5HE,4THINe WITH 5ENCO GALVANIZED,
DIAMOND POINT, 1-1/4" X .120" DIAMETER WOOD
1/0" WIDTH CROWN X 1-3/4" LENGTH. WOOD
SHEATHING ANCHORAGE SHALL PE HAND
NAILED IN ACCORDANCE WITH 5FE3C CHAPTER 29.
(19/32° C],)X PLYWD, SHTG. W1 ad RING SkAN< NAILS
6" O.C. e PANEL EDGE, 6" Q.C. R INTERMEDIATE
UPPOFTS, 10d NAILS @ 4" 0,C- AT GAF3LE END TRUSSES, AND
4" O.C. � DIAPHRAGM POUND). 711_E INSTALLATION
SHALL BE NAIL. -ON SYSTEM (MATCH EXISTING),
20 GA. GALV, MTL. DRIF W1 A ROOF FLANGE
OF 2:'MIN. AND NAILED W1 12 GA. ANNULAR RING
5HAN< NAILS AT 4" 0,C-
THE DRIP SHALL BE 2" MIN. AND EXTEND 3/4" MIN.
SHEATHING AND 112" CLEAR FROM STRUCTURE.
MTL, DRIP SHALL F--PF-, LAFFE-D 4" MIN 'a FERIMETER LAPS
4NIZ,) SHALL F3E WRAPPED AROUND AND LAPPED 5" MIN, AT
CORNERS AS SPECIFIED IN DADE COUNTY PROTOCOL FAII.
NEW I RE-FAE3 WOOF-)
ROOF TRUSSES (SEE
STRUCTRAL PLANS
FOI:;2, ANCHORAGE DW5J
(MATCH EXIST. FIELD VEFfFY)-
TOP OF NEW
CONCRETE SEAM
EL, (1-,IAT(--H EXIST.
FIELD VERIFY).
2 X 0 ROUGH SAWN FASCIA
TO TRUSS (MATCH EXISTING).
SEE STRUCTURAL PLANS FOR
NAILING INFORMATION.
STUCCO SOFFIT ON HIGH
F-155ED LATH W1 2" MIN, LAP
W/ 4" WIDE CONT. SCREEN
VENT,
(MATCH EXISTING)
NEW CONCRETE
SEE STRUCTURAL PLANS FOR
SIZE AND F,�'EINFORCEMENT.
NEW FRENCH F-)Ccf;e
IMPACT FPES15T,4NT-
SEE ELEVATIONS.
CONT, 1/2" EXFAN510N JOINT,
TOP OF NEW CONCRETE
31 A5 � HOUSE
EL, 0'-0" (MATCH EXIST,)
CONC. SLAF3 (SEE 5TRUCT. PLANS).
CONT. VAPOR 5,4RRlIFR
CLEAN COMPACTED
FILL. (SEE STRUCTURAL
PLANS FOR SPECS.)
CONCRETE rTG,
(SEE STRUCTURAL
FLAN5 FOR REINFORCEMENT.)
orry OF SOU-fH Ml�NM'
�Ljj� )ING DEP -
aUILDIMG SEC'Tlo�q
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DATE :MARCH 27
I 2010'
SCALE : AS SHOWN
DRAWN :W,A,C,
)OB NO. :09.9000
SHEET NO. : OF