00-0630-012 2X6 P.T. WOOD JAMB,
ATTACHED TO MASONRY BLK.
W/ 1/2" DIA. X 4" LONG
ANCHOR BOLTS, @ 24" O.C.,
& 6" MAX. FROM TOP & BOTT. 8„
w
2 COAT STUCCO FINISH, ON
CEMENT TILE ROOF ON 1-90# 5/MINERAL 8" CDX. PLYWOOD SHEATHING
�
L
8" CONCRETE MASONRY UNIT WALL SURFACE HOT MOPPED TO 1-30# FELT W/ 8 d. COMMON NAILS @ 6" O.C.
TINTAGGED TO 5/8" PLYWOOD SHEATHING @ PANEL EDGE, 6" O.C.
SPACING OF TIN–TAG FASTENERS ALONG THE LAP INTERMEDIATE SUPPORTS & AT
N OF SHEETS, AND BOTH WAYS IN THE FIELD BETWEEN 4" O.C. @ DIAPHRAGM BOUND
.._._................................._........................... ..... LAPS, SHALL BE 6" O.C. IN DIRECTION OF ROLL, 12" O.C.
! j °� ACROSS WIDTH OF ROLL, AS PER TABLE '34–A' S.F.B.C. (NAIL SPACING SHALL BE 4" O.C. @
_.. ..::.. .. .... .....,� THE 1-30# FELT IS ANCHORED TO THE 5/8" GABLE ENDS WITH 10 d. COMMON NAILS)
%' PLYWOOD SHEATHING WITH SENCO GALVANIZED,
DIAMOND POINTS, 1-1 4' X .120" DIAMETER. ROOF PLYWOOD SHEATHING SHALL
OVERHEAD GARAGE DOOR, 'Q BE EXPOSURE 1 & W
II FASTENING OF TILE SHALL COMPLY WITH / A SPAN
b1 SECT. 3403.3 A & B S.F.B.C. RATING OF 32/16 (MIN.): AND SHALL
REFER TO DOOR SCHEDULE, o : d p BE ANCHORED TO FASCIA W/
FOR SIZE p 8d PER NAILS " O R. (TYP. ALL
V: o: �7trrlrr . 12 )
TI.11.:
WOOD DOOR STOP OR EQUAL 11.1.1tt5 MANUF4 E GA DTC.BED D IINRCONCBY BM.GW/4-10d
VERTICAL REINF. IN CONCRETE
PREFAB.
RUSSES C� 24W O.C.ROOF 'Irrtxlrl,[It NAILS THRU SEAT PLATE & W/ 9-10d NAILS
FILLED CELL REFER TO STRUCT. AS PER MFGR. SPECS. Tllrt�l:l;l'I:1�. DADE COUNTY TY PRODUCT APPRVLIFNO. 9460328.02
DWGS. FOR SIZE AND REINF.
2 COAT STUCCO FINISH, ON R-19.0 FIBERGLASS INSU . i r �� I ��t�1t�:1: TOP OF CONC. BEAM
8' CONCRETE MASONRY °............... • a _ _ ELEV. +18 –4
UNIT WALL
ACOUST. SPRAY FIN. ON "' ;I. a j CONT. 26 GA. MTL. DRIP
1/2" GYP. BOARD ON MTL '; a STRIP ON 1 X 2 P.T. WD.
HI–HATS AT 16 O.C.
•' !. NAILER W/ 2d GALV.
ROOF NAILS @ 4" O.C.
2 X 8 SMOOTH FINISH WOOD
D?3 GARAGE DOOR JAMB DETAIL 1 - 1 /2 1 X 3 P.T. FIRESTOPS FASCIA W/2-16d GALV. NAILS
BEAM PERIMETER I€
II STUCCO FIN. SOFFIT, W/ 6" X 24"
CONCRETE TIE BEAM 3€
SCREENED VENT, 4'-0" O.C.
REFER TO STRUCTURAL DWGS. ' (MAX.) REFER TO ROOF PLAN
FOR SIZE AND REINFORCEMENT DWG. FOR VENT CALCS. &
;E I
1 –0' 0. LOCATION
I U.O.N.
I
1/2" DRYWALL ON 1 X 2 P.T.
WD. FURRING STRIPS @ 24"
O.C. PROVIDE R-3.0 TWO COAT STUCCO FINISH
_....................._..............._.... _....., _.........................._.......... ON 8 CONC. BLK
WRAP WITH MULTIPLE LAYERS OF 1/2"
INSULATION IN CAVITIES
GYPSUM WALLBOARD ADHESIVELY
SECURED TO COLUMN FLANGES AND 1 X 2 P.T. WD. NAILER 1 STD. NO. 9 LADDER TYPE
CEILING LINE (SEE PLAN SUCCESSIVE LAYERS. WALLBOARD HOR14. REINFORCING
FOR CEILING HEIGHT) APPLIED WITHOUT HORIZONTAL JOINTS. @ 16 O.C. VERT.
ii N
3-5 8" TOP RUNNER STAGGER CORNER EDGES OF EA. LAYER. FASTENING OF NAILING FOR
/ SECURE WALLBOARD LAYER BELOW OUTER FLOOR SHEATHING AS PER j 00
(25 GA.) LAYER TO COLUMN WITH DOUBLED N0. 18 SFBC 2909.1 USE I
GAUGE WIRE–TIES SPACED Ca? 15" O.C. (1) 1/2" OVER (1) 5/8" PLYWD II #5 @ 48" VERT. IN BLOCK
TAPE ALL EXPOSED CORNERS. W/ 8d COMMON NAILS @ 6 O.C. CELL FILLED W/ 2,500 PSI
@ PANEL EDGES AND 10" O.C. PEAROCK CONC.
- AS PER SECTION 3710, TABLE 37–A INTERMEDIATE SUPPORTS
ITEM NO. 24. OF THE SOUTH FLORIDA
1/2" DRYWALL BUILDING CODE APPLY 30# ROOF PAPER E
i ON EACH SIDE BETWEEN PLYWD. SHEATHING E
i :::..-":::......................::.::.............................................................................::.:::...-::::--:...............:::..�-::::.::::................::.::.::....�- 3 i
OF PARTITION
€ -.................................... ....... OVERSIZE HOLE IN MASONRY
..................................................
E TO ALLOW TRUSS SEAT TO
W/TGROU OWNWARD. FILL
° ° II
E
r
I �
s I ' Q WRAP TRUSS TOP CHORD
3-5/8" METAL STUDS, �`----- -- =# TOP OF FIN. FL. j `� J W/ 15# FELT PAPER
24" O.C.
I.
€ i ! TOP OF WD. TRUSS ' TOP OF WD. TRUSS
3-5/8" BOTTOM CHANNEL
i '
(25 GA.) SECURED TO I i TOP OF CONC. BEAM
SLAB W/ 3/16"1 0 TAPCONS 4X4 X1/4 CONCRETE FILLED " ° °'
AT 24" O.C. (TYP.) STEEL COLUMN (VIBRATE CONCRETE) - 2 X 4 P.T. WOOD BLOCKING - '! '• .. • 0
° (BETWEEN WD. TRUSSES)
FASTENED TO WALL WITH ,'
TOP OF CONCRETE SLAB WOOD BASE N 2-1/4" X 3" LNG. TAP CO I 4" MIN. BEARING D 01-24-01
ELEV. 0'-0" 6" METAL STUDS PARTITION, SCREWS .. • Q
............................................................................... .
FIN, FLOOR W/ STUDS AT 24" O.C.
LL .............---=.............�'r.._. .: :. No. DATE NOTE: REFER TO STRUCTURAL DWGS. REwsloNs
INTERMEDIATE TIE BEAM
FOR COLUMN FOOTINGS SIZE AND REINF. SEE STRUCTURAL DRAWINGS
ACOUST. SPRAY FIN. ON FOR SIZES AND REINFORCING ❑ FOR INFORMATION ONL'
1/2" GYP. BOARD ON MTL fl NOT FOR CONSTRUCTI01
HI–HATS AT 16 O.C. (TYP.)
i n NOT FOR PERMI
4 METAL STUD PARTITION D TL. 1 - 1 2" 1
3 D-3 a D-3 STEEL COLUMN SECTION i STD. NO. 9 LADDER TYPE ❑ FOR PERMf
1 X 14 GA DTC. STRAP BY HUGHES IE HORI REINFORCING
° MANUF. EMBEDED IN CONC. BM. W/4-10d H 164 O.C. VERT. fl DRi
1 HOUR FIRE RATED CONST. NAILS THRU SEAT PLATE & W/ 9-10d NAILS o
THRU STRAP TO TRUSS. UPLIFT= 1,365#
,i N
1 X 3 P.T. FIRESTOPS @ TIE
BEAM PERIMETER (8'-0" HGT.
AFF. MAX.) W
#5 � 48" O.C. VERT. IN BLOCK U Z c�
2'-0" 1/2" DRYWALL ON 1 X 2 P.T. CELL FILLED W/ 2,500 PSI I
PEAROCK CONC. SEE I I I `r
I WD. FURRING STRIPS C� 24" '` FOUNDATION FOR LLJ
(O.C.) 00 O.C. PROVIDE R-3.0 I: LOCATION
INSULATION IN CAVITIES '
e vi
AREA OF CLEAR OPENING a.
5.7 SQ. FT.
i 8" CONC. BLOCK WALL TYP. \ L
�. � w
WOOD ROOF TRUSSES ( ) TWO COAT STUCCO FINISH d 4
(BY OTHERS) EGRESS WINDOW NOTES: ON 8" CONCRETE BLOCK
€ IN AN OUTSIDE WINDOW OPERABLE FROM
to
.................................................................................................
1 X 2 PT WOOD NAILER!
THE INSIDE, THE MODE OF OPERATION
j ii c;r .. � �
I FIBERGLASS INSULATION SHALL NOT REQUIRE THE USE OF A KEY, , r ze '
(TYP.) ,
TOOL, SPECIAL KNOWLEDGE OR EFFORT, I
I SUCH CLEAR OPENING SHALL NE NOT LESS
THAN 20" IN WIDTH, AND 24" IN HEIGHT, AND ii ®sr� w �
5/8" CDX PLYWOOD SHEATHING Al 4" CONCRETE SLAB W/ 6"X6" z ^` `
OPENINNG AREA. THE
NO MORE BOTTOM OF THE �.� ',.':.
BARRIER R O M ON VAPOR .`
�``� `� ,�•,� r�.. � -, BARRIER OVER TERMITE
ABOVE THE FINISHED FLOOR AND NO TREATED WELL COMP. FIL ; p Y ¢ �+
...............................................................................
(,i I PART OF THE OPERATING MECHANISM L� C Ir D
SHALL BE PLACED HIGHER THAN w w
JJ1: .. ......V ABOVE THE FINISHED FLOOR. AS PER 3.' Q TOP OF SLAB m w U
?34.2" SECTION 21-2.2.3 OF THE 1994 ED. OF ELEV. + 0'-0" C u J —
5/8' TYPE X' DRYWALL NFPA. 101 N
(CEILING) I GRADE o < 3E
LAP MESH SHEET DESCRIPTION
1X4 SOLID WOOD CASING
vi (INSIDE LOOKING OUT) 30" MIN.
ALL FOUR SIDES TOP OF FIN. FLOOR I DETAILS
1 LAYER OF 5/8" TYPE 'X' GYP. ELEV. 0'-0" VAPOR BARRIER
BOARD OR 22 GA. MTL. BACKING,
ADHERED TO PLYWOOD SHEATHING CONCRETE FOOTING
W/ LAMINATING COMPOUND COMBED REFER TO STRUCTURAL DWGS. • • •
OVER ENTIRE CONTACT SURFACE FOR SIZE AND REINFORCEMENT SCALE
1 /4"=V-0)
PROJECT NUMBER
1 TYP CAL WALL SECTION 3 /4 2000
10 ATTIC ACCESS PANEL DETAIL 3 4" 9 EGRESS WINDOW DETAIL N . T. S . D-1 DATE
D-3 D_3 (TRUSS PERPENDICULAR TO BEAM/PLATE)
1 HR. FIRE RATED CONSTRUCTION, (AT GARAGE ONLY) SHEET NUMBER
ZL//
D -