10-286-013NEW PRE-FAE3 u
ROOF TRUSSES
FL-,z
5TRUC TRAL F
FOR ANCHOFAC,
R-30 lNeULATIG
(BLOWN TTFE).
NEW SMOOTH
FIN_ ON 1/2" G,W.E
METAL
WOOED TRUSSES.
(MATCH EXISTIN
I X 4 FT, FIRE&T
TIE E3EAM PEFir-
A.F.F
1/2" DRYWALL 01
WD_ FURRING; &TF
O.C. FROVIDE R
INSULATION IN C
(MATCH F.XISTIN(
I X 2 PT WOOD I`
NEW WOOD BASE
GONG. 5L A-5 (&E
CONT, VAPOR 5
CONT. 112' EXFAI
CI E,4N COMPAC
FILL. (SEE 5TRUC
PLANS FOR SPE
CONCRETE FTG.
(SEE &TRUCTUR4
FLANS FOR REIN,
TYPICAL WALL SECTION
D-3) 3/4" 1-41
(NEW) CEMET TILE ROOF ON 1-90# MINERAL
SURFACE HOT t-IOFFED TO 1-30# FELT
TINTAGGED TIC 19/32" PLYWOOD SHEATHING
THE 1-30# FELT 1,13 ANCHORED TO THE
PLYWOOD SHEATHING WITH SENCO GALVANIZED,
DIAMOND PCINT, 1-1/4" X,120" DIAMETER WOOD
7/0" WIDTH CROWN X 1-3/4" LENGTH_ WOOD
SHEATHINC3 ANCHORAGE SHALL BE HAND
NAILED IN ACCORDANCE WITH SFE3G CHAPTER 29,
(19/32" CIDX FLYWD. SHTG. W1 6d RING SHANK NAILS
V e," O.C. ',) PANEL EDGE, 0" O.C. I-) INTERMEDIATE
SUPPORTS, 10d NAILS -a 4" O.C. 4T GABLE END TRUSSES AND
4" O.C. -) DIAPHRAGM BOUND). TILE INSTALLATION
SHALL BE NAIL-ON SYSTEM (MATCH EXISTING).
2ro GA GALV. MTL. DRIP W1 A f;,-ICOF FLANGE
OF 2" MfN. AND NAILED W/ 12 GA_ ANNULAR RfNG
SHANK NAILS AT 4" O,C,
THE DRIP SHALL BE 2" MIN. AND EXTEND 3/4" MIN_
SHEATHING AND 1/21' CLEAR FROM STRUCTURE.
MTL_ DRIP SHALL E3E LAPPED 4" t-IiN @ PERIMETER, LAF5
AND SHALL BE UJR,4Pf=EE) AROUND AND LAPPED 5" MIN. AT
CORNERS AS 5FECIr-IED IN DAE)E couNTY PROTOCOL FAII,
NEW PRE-FAB WOOD
ROOF TRU53EES (SEE
STF:,UCTRAL PL/ -DNS
FOR ANCHORAGE IDW&.)
(MATCH EXIST. FIELD VERIFY).
TOP OF NEW
El,_ +&'-0" (MATCH EXIST,
FIELD VERIFY).
2 X 0 ROUGH SAWN FASCIA
TO TRU55 (MATCH EXISTING).
SEE STRUCTURAL PLANS FOB'.
NAILING INFORMATION,
STUCCO SOFFIT ON HIGH
F,:'155E1) LATH W1 2" MIN. LAP
W1 4" WIDE C-ONT, SCREEN
VENT.
( MATCH EXISTING)
NEW CONCRETE 5EAr"I,
SEE STRUCTURAL PLANS FOR
SIZE ANr) REINFORCEMENT.
2-COAT SMOOTH
STUCCO FINISH
(MATCH EXISTING)-
NEW 0" C55
WALL-
(MATCH EXISTING).
TOP OF NEW CONCRETE
5LA5 e HOUSE
EL. 0'-0' (MATCH EXIST,)
NOTE: FOR STRUCTURAL INFORMATION
SEE PLANS 5r STRUCTURAL ENGINEER.
FOR M.E.P. INFORMATION SEE PLANS
BY MECHANICAL ENGINEERS.
5/0' BTU(
CONT,
5/0' 6TUC
CONT.
NOTE:
22" X 36' ATTIC; ACCf_=5& F=ANEL
ATTIC ACCESS
N.T.S.
U2" DRYWALL FIN.
CONCRETE BEAM
ROOF TRUSS
5'T' OTHERS
R-30 FBERGLAe5 INSULATION
ADHERIED TO 11/2 FLILIJOOD
5HEATHING-4,
PROVIDE ANCHORAGE SYSTEM
TLUO 51[)F-5
R-30 F15FRGLA56 INSULATION.
1/2" DRYWALL.
2 x 4 E3ETWEEN TRUSSES
COYER U)/ 1 -LAYER 1/2"
I LAYER OF 1/2'
DRYWALL ADHERED TO
PLYWOOD SHEATHING,
P.T. WE). BLOCKING SET IN
SEALANT BED ATTACHED
MASONRY WITH ,013c
Y r,)[A X 15'
5'ATfRO'GALVANIZED
IATIC NAILS (OR APPROVED
zUAL),m a' O.C.
--1/2" DRYWALL FIN.
CONCRETE BLOCK
R COLUMN SEE PLANS
�R REINFORCEMENT
4 P.T. WOOL) BUCK
IED PER TYPICAL
BUCK ATTACHMENT.
112' DRYWALL
a
HEADER
SEE STRUCT. DWG5
DWG5_
SEALANT--
ATTACHMENT OF
OF
WINDOW TO WOOD
C)
BLOCKING AS PER 21
WINDOW
MANUFACTURER
SPECIFICATIONS.
MARBLE 51
ATTACHMENT OF WINDOW TO
WOOL) BUCK 145 PER
WINDOW MANUFACTURER
I'
6PECIFICATION6,
oo' -I I
PERIMETER 6EALA CONCRETE BEAM
AND BACK BEDDING
IX4 P.T. WD. BLOCKING SET IN
CONT. SEALANT BED ATTACHED 1/2' DRYWALL
TO MASONRY WITH ,099"DIA, X 1.5'
LONG 'ATRO' GALVANIZED
PNEUMATIC NAILS (OR APPROVED
EQUAL) o V O.C.
WINDOW HEAD DETAIL
-----IX4 P.T. WE), BLOCKING SET IN
CONT. SEALANT BED ATTACHED
TO MASONRY WITH 0139" DIA. X 1.5'
LONG "ATRO' GALVANIZED
PNEUMATIC NAILS (OR APPROVED
EQUAL) Q 8"O.C.
ATTACHMENT OF WINDOW TO
WOOD BLOCKING AS PER
--WINDOW MANUFACTURER
-PERIMETER SEALANT
AND BACK BEDDING
�,---6TUCCO
WINDOW JAMB DETAIL
ALL WOOD BUCK$ TO BE 2x4 PT OR
GREATER (5YP NO2)
TYPICAL ATTACHMENT FOR ALL
2 x 4 PT WOOD RUCKS TO CONCRETE.
ATTACH WITH 1/4' DIAMETER
TAPCON5 0 12' CC WITH A
MINIMUM EMBEDMENT OF
2' INTO CONCRETE. TAPGON5 TO
BE LOCATED 0 CENTER OF 2 x
BUCK AND 4" FROM ENDS,
---CONCRETE BEAM
IX4 P.T. WD. BLOCKING SET IN
CONT, SEALANT BED ATTACHED
TO MASONRY WITH .099"DIA. X 15'
LONG "ATRO"GALVANIZED
FNEUMATIC NAfL5 (OR APPROVED
EQUAL)
---STUCCO
---PERIMETER SEALANT
AND BACK BEDDING
SNAP IN GLAZING
BEAD (TTFJ
�-_YINTL WEATHER
PERIMETER SEALANT
AND BACK BEDDING
0
NOTE: ALL WINDOWS SILL SHALL BE POURED IN PLACE
MINIMUM 61ZE &'xS' WITH 2 11 5 BARS HOOKED (V
AT EACH ENE) INTO ADJACENT FILLED CELL OR COLUMN
WINDOW HEADER & SILL DETAIL
I' DRYWALL
5CRE11,16
HEAD
1/2' STAND.
DRYWALL
FINISHED AS
PER SCHEDULE
PLAN
3-1/2' BOTTOM CHANNEL
(25 GA.) 6ECUf;ZED TO
5LAE3 UJ/ 3116" RD, X 1-1/2%.
HILTI PINS 24' O.C. MAX,
ROOF TRUSS.
3 5/6' METAL
RUNNER CONT,
1/2" STANDARD
DRYWALL
FINISHED AS
25 GA.
3 5/6' METAL
5TZ5 9 24' O.C.
4" BASE AS
PER 5CHEPULE
CONC. SLAB
4" WIDE NON-RATED PARTITION N.T.S.
CITY OF SOUTH (VIIAMI
BtJILDING DEPT.
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