00-0044-037 FIRE-FABRICATED ENGINEERED
WOOD TRUSSES AT 24" Q.C. rn rn
HUGHES DTC =
TRUSS ANCHOR TILE ROOF ON A LAYER OF 90 LB. 12 r-' 1"'SUANCE F^K
ASNALT FELT NOT MOPPED OVER 30 LB FELT U
UNDERLA TN-TAGGED AT 12"ON CENTER 5 ®BIDDING SET ONLY
STAGGERED TO 2'CDX PL SNEATNINS
®
CONCRETE TIE BEAM A METAL a EA 5 # cONSTRUCiION SET ONLY
BUILDING PERMIT SET ONLY
SEE NOR SCHEDULE ON ROOF RAMING PLAN
(D REVI
(D 2 REV2
0 PERIMETER GOU OF SPANISH 'S'TILE SHALL BE REV3x
6 ° ° _ 4 INSTALLED W/CLIPS MECHANICALLY FASTENED TO ffi
® a 0 _ - ® �,°
a o _ - -FABRICA
p ° ° WOOD TRIME6 AT 24"ON CENTER
a I REINFORCEMENT .
- - BAR IN GONG.FILLED m
�a a CELL
a
---___� TOP OF TIE BEAM
Q
4 a LEY. + °_ " a AFFIX SEAL HERE
.' MIN.R-19 BATT INSULATION,REFER TO
--- �� o ACTUAL R-VALUE RATING.
. ,..
B" X S'° X 16" CONCRETE _ a �-' .,b:a G E DOOR ING MOUNT
A NRY UNITS 26 G 2'x2"GALV.DRIP NAILED WITH 12 G Z
1-a -SH D NAILS 4 Q.C.TO P.T.1 x 2
N
or
AILER ON 2 x 8 WD.FASCIA(NAILED 4'O.C.
GABLE S)LAPPED MIN.4'a PERIMETER AND ..{ ,` NOTE : It CALCULATIONS ARE AS FOLLOWS
WRAPPED A MIN.OF 5'AT R5. PER SECTION 29133(bXU4 3401.4(e)SF.B.C.
nI ED C04CFEE TIE BEAM.REFER TO
TIE B SCHEDULE SIZE 4 RE EMENT (MIN 11150 OF CEILING AREA)
Q 2,3105Q FT. = 15.4 5Q FT.APPROX.I(o
150
BRACING FOR THE ROOF SYSTEM 15 DESIGNED SIZE OF VENT-- 6X24 -- I SQ.FTJVENT
FOR 13OTH POSITIVE AND NEGATIVE PRESSURE 144 x
1/8"STUCCO SOFFIT W/SCREENED AND MEETS THE REQUI $OF CHAPTER 23 16 SQ FT./I ® 16 VENT5 OF 6'X 24"
HOUSE OPENING$ g
SHALL BE COVE W/A CORR05ION SOUTH FLORIDA BUILDING CODE 2906.n Q
Du=3 Not' to .1434cale RE515TANT MESH WITH NOT TO EXCEED V8" OR VIDE CONTINUOUS VENT
°
CEMENT TILE ROOF ON A LAYER OF 90 LB.
ASPHALT FELT HOT MOPPED OVER 30 LB.FELT
ERLA TIN-TAGGED AT 12"ON CENTER
STAGGERED TO n/32'CDX PLYWOOD SHEATHING
GARAGE DOOR TRAM SEE PRODUCT i2
S"x8"x16" CONCRETE MASONRY UNITS A PALS ADDITIONAL TI APPROVED META-ANCHOR e E 5 25 4
WITH DUR-OWALL REINFORCEMENT (LADDER® TYPE SEE PLAN FOR NOTICE OF APPROVAL 4 �
EVERY OTHER COURSE EXTEND DUR O WALL ) NAILING REQUIREMENTS
u
4 INTO ALL COLUMNS
518 K 5 FINISH
FAINT 0
PERIMETER COURSE OF C "S"TILE SHALL BE
P -FAB CONCRETE LINTEL INSTALLED Wl CLIPS MECHANICALLY FASTENED TO -FABRICA ENGINEERED Q
® SHEATHING WOOD TRJ55ES AT 24"ON CENTER
TOP OF CONCRETE TIEBEAM • •
VARIES s o 0
1 IN CONCRETE FILLED CELL R-19 GATT INSULATION
PROVIDE CLEANOUT AT MIDDLE AND BOTTOM
TO ENSURE FILL Q
26 G 2'x2"GALY.DRIP NAILED WITH
12 GAUGE x 11/4 RING « w
WIND OPENING SH NAILS 4'O.C.TO IN2'F.T. 1 -p
a NAILER ON 2'x8"WD.FASCIA ON
LAPPED MR 4" 9 PERIMETER 4 WRAPPED AROUND
4 A MIN.G)F 5'AT CORNERS. �
8"x8" PRECAST CONCRETE FINISH FLOOR `
4" ED w16xb,10/10 W.W1t ON 1 HR FIR RATED CEILING Wl 5/8'TYPE "X"DRYWALL ON 5E5
FILLED LINTEL SEE SCHEDULE FOR 4'-O�s CLEM WELL COMPACTED FILL IC MATTER 118"STUCCO SOFFIT Wl 6CREM VENT SF.B.C.(AT GARAGE ONLY)V2"D L ON
REINFORCEMENT I"x 11" RECESS 5LAB GA E D —�� OPENINGS 54ALL BE COVERED W/A CORROSION
f"x 3'METAL CHANNELS ELSEWHERE h
LL= RESISTANT MESH WITH OPENINGS NOT TO EXCEED VS" Z • •
IS IN CONCRETE FILLED CELL - . a SEE PLAN FOR CALCULATIONS FOR SOFFITS S CL
CONTINQU5 F FOUNDATION Q. ° Q 1 X 2 FIRE STOP(P.T)
Q.
TO CONCRETE TIE BE ALL 4 �. 4�.. • •
SPLICE 30" MIN. I d "` ..
s 8"xl2' G TIE W/415 CONT.REINFORCED WW
a 19 COWEI;6 4 AT EA.BEND ELSEWHERE.BEND W F1
4 a
518'tEXtURED StI�CQ FINI 25 FROM EA DIRECTION RS MIN ?30' p Q L
FOR TING SIZE 4 °
TO FOUNDATION PLAN PAI
ry
W 1/2"DRYWALL ON I"x 2"PRESSURE TREATED
Fy FURRING STRIPS 24"ON CENTER
KNOCK-OUT 3"x5" P -FAB KNOCK-OUT AT W
LINTEL TO ALLOW FILLED CELL To CONTINUE
MINIMUM SPLICE AT FILLED CELL
TO TIE BEAM (TYP. EA. SIDE) RE EMENT 48 BAR DIAMETERS
j
R-42 FOIL BACK INSULATION
8'x 'x1 " I;ZrMIT
C.0 0 N^%.f OROETEm LINTEL DIETAIL T FKFAL W ALL S E%f.%r T 10v&N @ (ftm Am R Am GxE RECESS SLAB FOR BLOCK WALL SEE 15 VERTICAL RE FILLED CELL VIDE '
® CLEANOUT FOR VERIFICATION OF THE PLACEMENT OF THE GROUT �5
D 3 Not to zg"kicale D 0/4 1 0
99 AT FILLED CELL INTO FOOTINGS AND TIE BEAMS g
4"WOOD BASE
CEMENT TILE ROOF T e
4"REINFORCED CONCRETE SLAB IN 6x61010 W.WM.ON
ADD 3 STIR AT 12" o c. AT DROPS °` h i2 CL WELL FILL OF ORGANIC MATTER
EXCEEDING i6" OR WIDER THAN 60"
UNLESS OTHERWISE INISH FLOOR ISE NOTED .
.. - . . FOR)1.00R FINISH SEE FINISH SCHEDULE SHEET A-2 � ..
5 STUCCO ON FLASHNG AND
® TER FLASHING
- - - -
. . . a . . �
z s
FINISH GRADE
NA NA
ALUMINUM PAINT ON ALUMINUM FELT ON 1
LAYER OF 90t FELT ON 19/32" COX PLYWOOD
X .Y.P., \\
4.' PECK ATTACHED TO 2 4 ( 02 S I-,% MC) %�,\r\�\ �\�r•�\ \\ \� \�'/\��/\\ \ �f`\�\��/\��/��\�\
S.. Wl10d NAILS 0 6" Q.C.
EXTEND DROP OF TIE5M. VAPOR BARRIER
$ BEYOND SIZE OF OPENING
AT EACH END _ R - 19 INSULATION
FOOTING SIZE 4 REmRcEmEN r REFER
DROP TIE BM--4,� • o
� OR •
. . t0 FOUNDATION PLAN
WIND m o
DOOR D 2 0 5 RE INFORCEMENT BARS 301, DOUBLE LAYER I •.
FOREVERY S" DROP
OPENING FOR WINDOW, DOOR to puu
OR SLIDING DOOR. SEE FLOOR HUGHES JHA 213 METAL HANGER AT EACH TRUSS NOTE:GARAGE CEILING AND ALL ONE HOUR RATED REQUIRED CEILINGS L HAVE THE FOLLOM-
PLAN 4 ELEVATIONS ATTACHED TO LEDGER Wli6 16d NAILS AND 1x3 FURRING STRIP f6"0.C.)LAYER 518' "X GYPSUM LATH,5D CEMENT COATED OR RING
TO D TRUSS W/ 3 10d NAILS SHANKED NAILS 6"O.C.PAPER TAPE EMBEDDED IN CEMENTITIOUS COMPOUND OVER JOINTS,EXP05ED M
NT. WOOD BLOCKIWG 2 - 2"x 6" PRESSURE TREATED WOOD LEDGER NAIL HEADS COVERED WITH COMPOUND AND PRODUCT APPROVED INSULATION OF FIBE%LASS OR
(YELLOW PINE Not OR BETTER W 1/2" DIAMETER MINERAL WOOL BAT5.OR BLOUN-N-FIBERGLAK MINERAL WOOL OR CELLUL051C INSULATION
1/2" LONG REDHEAD WEDGE ANCHOR HAYING A MINIMUM INSULATING VALUE OF R- 11
4 CoNt;KEI 1: t51zAMum ET 'Am I L A T 00"6 wr"I E N IN S 5 %wK1t;mET muloETAIL A
U TTRUAL W 'm LL SEC I m
a
m of
--
No at to Scale 0% 0%
D-3 Not to SMIcale ;3/4 99 99-1 �v
MODEL 4321 DETAILS—D2.dwg 4-1-99 11:26:06 are EST