00-0045-038 PRE-FABRICATED ENGINEERED
WOOD TRUSSES AT 24" O.C. - --
HUGHES DTC i5
TRUSS ANCHOR m CEMENT TILE ROOF ON A LAYER OF 90 LB. 12 ^^ ^l ^^^^ ISSUANCE FOR
ASPHALT FELT NOT MOPPED OVER 30 LB.FELL -
° UNDERLAYMENT TIN-TAGGED AT 12"ON CENTER - - - - ,_
e STAGGERED TO 19/32°COX PLYWOOD SHEATHING ❑BIDDING SET ONLY
a CONCRETE TIE BEAM APPROVED METAL ANCHOR a EA TRUSS
❑CONSTRUCTION SET ONLY
® SEE ANCHOR SCHEDULE ON ROOF FRAMING PLAN N ❑BUILDING PERMIT SET ONLY
° e m
� REV1
PERIMETER COURSE OF SPANISH "S"TILE SHALL BE REV2
STALLED W/CLIPS MECHANICALLY FASTENED TO REV3 •., f r;
- pb - ° fj o SH PRE-FABRICATED ENGINEERED V ,• '
Iwo REINFORCEMENT WOOD TRUSSES At 24"ON CENTER
° o o
° o.6 BAR IN CONC.FILLED '
0
o �° ° � CELL TOP OF TIE BEAM
0 0 ° ELEV. + 6-0" :•a s
b A •g'• AltX,SE6L HERE
MIN.R-19 BATT INSULATION,REFER TO
er°
G-7 ° '. ACTUAL R-VALUE RATING, 1...�
d
_ 8" X 8" X 16" CONCRETE °
26 GAUGE 2'4"GALV.DRIP NAILED WITH 12 GAUGE, GARAGE DOOR SPRING MOUNT
MASONRY UNITS 1-1/4"RING-SHANKED NAILS 4"O.C.t0 P?.1 x 2
NAILER ON 2 x 8 WO.FASCIA(NAILED 4"O.C.
s
e GABLE ENDS)LAPPED MIN.4" a PERIMETER AND �a.�•';•®-OF 5
WRAPPED AROUND A MIN. "AT COMERS.
NOTE : SOFFIT VENT CALCULATIONS ARE AS FOLLOWS �
REINFORCED CONCRETE TIE BEAM.REFER t0 PER SECTION 29133(bXIA 3401A(e)SF.B.C.
TIE BEAM SCHEDULE FOR SITE 4 REINFORCEMENT
(MIR 1/150 OF CEILING AREA)
° 2 IM FT. = 15.4 SQ FT.APPROX.I&SQfT.
150
N
S% BRACING FOR THE ROOF SYSTEM IS DESIGNED SIZE OF VENT= 6X24 = 1 SQ.FTJVENT
T TAIL 10 STUCCO SOFFIT W/SCREENED VENT p 130TH ETS POSITIVE AND CHAPTER 23 144 rT1 Q
HOUSE OPENINGS SHALL BE COVERED V A CORROSION SOUTH FLORIDA BUILDING CODE 2906.11 I6 SQ FT./I = 16 VENTS OF 6 X 24" W Fr-1 l
® o f to S%cale RESISTANT MESH WITH OPENINGS NOT t0 EXCEED I/8" o 0 > !-�
oR PROVIDE CONTINUOUS VENT
° CEMENT TILE ROOF ON A LAYER OF 90 LB. W
ASPHALT FELT NOT MOPPED OVER 30 LB.FELT LL
o UNDERLAYMENT TIN-TAGGED At 12"ON CENTER
�-+ W
STAGGERED 1019/32"COX PLYWOOD SHEATHING �
8"x8"x16" CONCRETE MASONRY UNITS GARAGE DOOR TRACK,SEE PRODUCT 12 g
APPROVALS FOR ADDITIONAL INFORMATION APPROVED METAL ANCHOR a EA TRUSS 5 g
WITH DUR-OWALL REINFORCEMENT (LADDER TYPES
I---1 z SEE ROOF PLAN FOR NOTICE OF A PPRO VA L t EVE R Y OTH ER COURSE EXTEND DDU -
OWA LL UP
NAILING REQUIREMENTS Z Q
4" INTO ALL COLUMNS 5/8"TEXTURED STUCCO FINISH �
o
PERIMETER COURSE OF CEMENT "S"TILE SHALL BE r I�
PRE-FAB CONCRETE LINTEL
INSTALLED W/CLIPS MECHANICALLY FASTENED TO PRE-FABRICATED ENGINEERED I�-I O1 • •
o SHEATHING WOOD TRUSSES AT 24"ON CENTER Z A
TOP OF CONCRETE TIEBEAM
VARIES C , o
1#5 IN CONCRETE FILLED CELL R-19 BATT INSULATION . .
PROVIDE CLEANOUT AT MIDDLE AND BOTTOM l
TO ENSURE FILL o o W
26 GAUL 2"x2"GALV.DRIP NAILED WITH
WINDOW OPENING 12 GAUGE x 1114 RING A A
° SHANKED NAILS 4"D.C.101"x2"P.T. 1 -0 0 ^ Q Q Qi
NAILER ON 2"x8"WD.FASCIA ON k—�I
LAPPED MIN.4" 9 PERIMETER i WRAPPED AROUND o U U 0.4
t A MIN.r 5"AT CORNERS. �
- S"x8" PRECAST CONCRETE FINISH FLOOR 4"REINFORCED CONCRETE SLAB wlbx6,10/10 WWM ON I �, „ „
FILLED LINTEL SEE SCHEDULE FOR +0�-0"
I HR FIRE RATED CEILING V 5/8 TYPE X DRYWALL ON TRUSSES
CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER 1/8"STUCCO SOFFIT W/SCREENED VENT S.F.13L,(AT GARAGE ONLY)1/211 DRYWALL ON
REINFORCEMENT I"x II" RECESS SLAB FOR GARAGE DOOR HOUSE OPENINGS SHALL BE COVERED W/A CORROSION I"x 3"METAL CHANNELS ELSEWHERE
0
105 IN CONCRETE FILLED CELL RESISTANT MESH WITH OPENINGS NOT TO EXCEED US"
z . .
. ° °' SEE ROOF PLAN FOR CALCULATIONS FOR SOFFITS VENTS
CONTINOUS FROM FOUNDATION W
• . / TO CONCRETE TIE BEAM ALL 44 ° I X 2 FIRE SLOP IP.TJ
° a .
SPLICE 30 MIN. a .. . , . a z fs
pq . . u
8"x12"CONT.CONCRETE TIE BEAM W/4+5 CONT.REINFORCED a C5 W 0
a ° 19 CORNERS s AT EA BEND ELSEWHERE.BEND
S/8"TEXTURED STUCCO FIN( 2S FROM EA DIRECTION AROUND CORNERS MR?30" � p � U � O
FOR FOOTING SITE #REIFORCEMENT REFER s ti A A
TO FOUNDATION PLAN AND PAI T
c
I'1 1/2"DRYWALL ON I"x 2"PRESSURE TREATED a
Q FURRING STRIPS 24"ON CENTER
KNOCK-OUT 3"x5" PRE-FAB KNOCK-OUT AT > M
LINTEL TO ALLOW FILLED CELL TO CONTINUE MINIMUM SPLICE At FILLED CELL �
M
TO TIE BEAM (TYP. EA. SIDE) REINFO EMENT 48 BAR DIAMETERS Q
CL
Aft �---+
R-42 (FOIL BACK INSULATION Q
SECTIO'N'@ 8 x 8 x 16 CONCRETE MASONRY UNIT
(p;%0114 C Hm E T E L I N T E L DO ET lL TYPICAL ALL GARAGE ®. ®® RECESS SLAB FOR BLOCK WALL SEE I '5 VERTICAL REINFORCEMENT GROUT FILLED CELL PROVIDE ��
® cale _ 99® 9 99 FOUNDATI PLAN CLEANOUT FOR VERIFICATION OF THE PLACEMENT OF THE GROUT
®� ® FILLED CELL INTO FOOTINGS AND TIE BEAMS E� N
W W ti
4"WOOD BASE
• CEMENT TILE ROOF
ON
4"REINFORCED CONCRETE SLAB Wl 6x6 10/10 MUM MUM �' 1
ADD '� 3 STIRRUPS AT 12" o.c. AT DROPS °•
EXCEEDING 16" OR WIDER THAN 60" CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER ���•`` �''
W
•••• 12
—� FOR FLOOR FINISH SEE FINISH SCHEDULE SHEET A-2 .�
UNLESS OTHERWISE NOTED 5 STUCCO ON FLASHING AND �
.° COUNTER FLASHING `�j} �j W C 5-�Qi I,t.•.- s ►� M
FIN15H FLOOR p o0
a
�. M
- 00
00` :. •.
All FINISH GRADE ° / � i,�� �/� v�
/ / �. / /� � ce�yi�\yi'\gi\\
O
•.• ° •• •: •-•1 /\/\ /\ \/\ QCs ELI C'��
ALUMINUM PAINT ON ALUMINUM FELT ON 1 \
LAYER OF 90+FELT ON 19/32" CDX PLYWOOD j\j\\/�\��\>\j /\/\/a\ \ /,`�//\�/ \//\\�/,�\�/�\j //�//\�//\�/�\ //\�/��//E� e
811 ::. DECK ATTACHED TO 2 X 4 ( 02 S.Y.P., I S% MC)
W/10d NAILS a (oll O.G. �%//,�/, / /.�/. /.��/ // / // /� //�// � / / / ! W w r--� M
-_ EXTEND DROP OF TIEBM. VAPOR BARRIER �
8" BEYOND SIZE OF OPENING •
/ At EACH END •�. R - 19 INSULATION � HEM
0 �
�—/ FOR FOOTING SIZE t REINFORCEMEN REFER
` DROP TIE B TO FOUNDATION PLAN d
� WINDOW OR '
DOOR ADD 2 #5 REINFORCEMENT BARS p S s
m HEIM
0 •..
FOR EVERY 8" OF DROP 30" DOUBLE LAYER OF WIRE
OPENING FOR WINDOW, DOOR 00000000
• � W�
OR SLIDING DOOR SEE FLOOR HUGHES JHA 213 METAL HANGER AT EACH TRUSS
PLAN 4 ELEVATIONS NOTE:GARAGE CEILING AND ALL ONE HOUR RACED REQUIRED CEILINGS SHALL HAVE THE FOLLOWING:
ATTACHED TO LEDGER W/16 16d NAILS AND
1x3 FURRING STRIP I6"OC,I LAYER 5/8"TYPE"X GYPSUM LATH,5p CEMENT COATED OR RING
TO WOOD TRUSS W/ 3 10d NAILS SHANKED NAILS 6"O.C.PAPER TAPE EMBEDDED IN CEMENTITIOUS COMPOUND OVER JOINTS,EXPOSED (�
CONT. WOOD BLOCKING 2 - 2"x 8" PRESSURE TREATED WOOD LEDGER NAIL HEADS COVERED WITH COMPOUND AND PRODUCT APPROVED INSULATION OF FIBERGLASS OR
(YELLOW PINE Not OR BETTER W 1/2" DIAMETER MINERAL WOOL BATS.OR BLOUN-IN-FIBERGLASS,MINERAL WOOL OR CELLULOSIC INSULATION
5 1/2 LONG REDHEAD WEDGE ANCHOR HAVING A MINIMUM INSULATING VALUE OF R- 11
rs D=3
Z
a
CR TE mtos'hE 'AM T IL AT OPEINRINGS 5 Cv%'R&ICKEmmu= DETAIL
Not to Sp--%cale TYPICAL WALL "aSECTION
® of to Scale of
® 0 94 -19® 99
MODEL 4321 DETAILS—D2•clwg 4-1-99 11;26:06 are EST