13-122(2)-013EXISTING WOOD ROOF
TRUS5 TO REMAIN.
PROVIDE TEMPORARY
ROOF SNORINCx THIS AREA
DURING CONSTRUCTION.
EXISTING ROOF AND
ROOF DECK TO REMAIN.
NEW CONCRETE BEAM,
SEE SHEET A -4 FOR TYPE,
SIZE AND REINFORCEMENT.
NEW STEEL CONNECTOR —
SEE SHEET A -4 FOR TYPE,
SIZE AND NAILING.
(FIELD VERIFY).
3
NEW R -30 INSULATION
(BLOWN TYPE).
NU -VUE VRT -i(o TWISTED
STRAP W/ 4 -156_ NAILS
EACH END (TYP. EA. TRUSS).
U =125* N.O.A. 120130.33
NEW ACCOU5TICAL SPRAY
FIN. ON 5 /8" G_W.B. ON
WOOD TRUSSES_
(MATCH EXISTING)
REMOVE EXISTING —
CONCRETE BEAM AND
WALL BLW.
(MATCH EXISTING)
NEW ROOF FLAT TILE ON 1 -90" MINERAL
SURFACE HOT MOPPED TO 1 -30" FELT
TINTAGGED TO 19/32' PLYWOOD SHEATHING
THE 1-304'F-ELT IS ANCHORED TO THE
PLYWOOD SHEATHING WITH 5ENCO GALVANIZED,
DIAMOND POINT, 1 -1/4" X.120' DIAMETER WOOD
1/8' WIDTH CROWN X 1 -3/4" LENGTH. WOOD
SHEATHING ANCHORAGE SHALL BE HAND
NAILED IN ACCORDANCE WITH SFBC CHAPTER 29.
(19/32" CDX PLYWD. SHTG. W/ Sd RING SPANK NAILS
e 6" O.G. w PANEL EDGE, (o" O.G. 0 INTERMEDIATE
SUPPORTS, IOd NAILS v 4" O.G. AT GABLE END TRUSSES AND
4" O.G. e DIAPHRAGM BOUND).
(MATCH EXISTING)-
EX15TING TO NEW ONE STORY
REMAIN ADDITION
uA
a
w
(MATCH EXISTING
- FIELD VERIFY).
12
3
(2) 2X12 PT WOOD LEDCxER
ATTACHED TO GONG. BEAM
W/ �" DIAM. "WEJ -1T" EXPANSION
ANCHORS w 12" O.C_
STAGGERED WITH 4"
MIN. EMBEDMENT INTO BEAM.
N.O.,A 09 - 0319.05
NEW
MASTER BEDROOM.
NEW PRE -FOB WOOD
ROOF TRUSSES (SEE
PLAN FOR ANCHORAGE)
R -30 INSULATION
(BLOWN TYPE).
TYPICAL WALL SECTION
3/4" 1' -011
TOP OF NEW
CONCRETE BEAM
EL. +10' -4"
NEW ACCOUSTICAL SPRAY
FIN, ON 5/8' G.W.B_ ON
WOOD TRUSSES.
(MATCH EXISTING)
TOP OF NEW CONCRETE
SLAB e HOUSE
EL. +0' -0" (MATCH '
EXISTING FIELD VERIFY)
CONC. SLAB (SEE STRUCT. PLANS).
CONT. VAPOR BARRIER
GONT. 1/2" EXPANSION JOINT.
CLEAN COMPACTED
FILL. (SEE STRUCTURAL
PLANS FOR SPECS.)
NEW ROOF FLAT TILE ON 1 -90" MINERAL
SURFACE NOT MOPPED TO 1 -304* FELT
TINTAGGED TO 19/32" PLYWOOD SPEATHING
THE 1 -30" FELT 15 ANCHORED TO THE
PLYWOOD SHEATHING WITH SENCO GALVANIZE[),
DIAMOND POINT, 1 -1 /4" X.120' DIAMETER WOOD
-I /8" WIDTH GROWN X 1 -3/4' LENGTH. WOOD
SHEATHING= ANCHORAGE SHALL BE NAND
NAILED IN ACCORDANCE WITH SFBC CHAPTER 29.
(19/32" GDX PLYWD. 5PTG. W/ Sd RING SHANK NAILS
9 Co" O.C. 6 PANEL EDGE, !o" O.C. Q INTERMEDIATE
SUPPORTS, 106 NAILS 9 4" O.G. AT GABLE END TRU55ES AND
4" O_C. 'A DIAPHRAGM BOUND).
(MATCH EXISTING).
NEW CONCRETE BEAM.
SEE SHEET A -4 FOR TYPE,
SIZE AND REINFORCEMENT.
(MATCH EXISTING
- FIELD VERIFY).
12
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26 GA_ GALV. MTL. DRIP W/ A ROOF FLANGE
OF 2" MIN. AND NAILED W/ 12 GA_ ANNULAR RING
SPANK NAILS AT 4" O.C.
THE DRIP SHALL BE 2" MIN. AND EXTEND 3/4" MIN,
SHEATHING AND 1/2" CLEAR FROM STRUCTURE.
MTL. DRIP SHALL BE LAPPED 4' MIN 0 PERIMETER LAPS
AND SHALL BE WRAPPED AROUND AND LAPPED 5'111N. AT
CORNERS A5 SPECIFIED IN DADE COUNTY PROTOCOL PAIL.
2 X S ROUGH SAWN FASCIA
TO TRUSS (MATCH EXISTING).
BMW-
2' - 0' O.H.
(M TGH EXI5TIN ).
4" X 22" SCREEN VENTS.
STUCCO OVER RIB -LATH ON
5 /8" CDX PLYWOOD NAILED
TO EA. SUPPORT W /SD NAILS
NEW ACCOUSTIGAL SPRAY 6" O.C.-TYP. PROVIDE
SPRAY FIN, ON 5/8" G.W.B. CONTROL JOINTS •0 S "O.C.
ON WOOD TRUSSES.
(MATCH EXISTING) TERMINATE BAR 9 TOP OF
BEAM W/90 DEGREE AGI
HOOK
1 X 4 P.T. FIRESTOP At
TIE BEAM PERIMETER AND *5 VERTICAL IN 3000 PSI
QS' -O" HGT. A.F.F. MAX. GROUT SPACED Q 32" O.G.
1/2' DRYWALL ON 1 X 2 P.T. 2 -COAT SMOOTH
WD. FURRING STRIPS 9 24" STUCCO FIN15H
O.C. PROVIDE R -4.2 (MATCH EXISTING).
INSULATION IN CAVITY
(MATCH EXISTING)
NEW S" BLOCK WALL.
FOUNDATION PLAN FOR HORIZ.
I X 2 PT WOOD NAILER 4 VERTICAL REINT.
NEW WOOD BASE (MATCH EXIST).
NEW
MASTER BEDROOM
45 X BAR DIAMETER
GONG. SLA5 (SEE FOUNDATION PLAN). SPLICE (30" FOR *5 SAR)
CONT. VAPOR BARRIER TOP OF NEW CONCRETE
SLAB s HOUSE
EXISTING " FIELD a• Y. a .. E L
• / / / � / l r -� / F VERIFY)
05 STARTER BAR W/ 90 DEGREE
CONT_ 1/2" EXPANSION / \ \ ACI HOOK INTO BOTTOM OF FTG.
CLEAN COMPACTED \\ \\ \\ \
PLAN FOR PEGD5.)TIO \ / / \ //
\ \ / \ \ FIN. GRADE
X /
CONCETE SEE ROUNDAtION / / / / / / / ` � ` \ /
PLAN FOR RE INFORCE / \ \ / \ \ / \ \ / \ \ / \ \ / \\ \ + , / \ \ / \ \
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TYPICAL WALL SECTION
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REVISIONS
m�.Pai.13
BD.G.
SEAL:
r'1
DATE
JANUARY It 20B
SCALE:
AS SHOWN
DRAWN
: W.A.C.
JOB NO.:
13-M
D -1
SHEET NO.:
OE
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