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8"x8'xlro" CONCRETE MASONRY DADE COUNTY 9-05-oo
UNIT WITH S GAUGE LADDER 1 #5 IN 3000 PSI CONCRETE FILLED
TYPE HORIZONTAL REINFORCEMENT CELL. PROVIDE GLEAN OUT AT
BOTTOM TO ENSURE PROPER FILL.
EVERY OTHER COURSE ADD WEEP HOLES AT 1/3 AND 2/3 OF
SPAN. HOOK REINF, BAR 12" AT TOP
STARTER BAR. AND BOTTOM. FILLED CELLS AT ALL
CORNERS, OPENINGS AND AT 48" o.c.
ALL SPLICES SHALL BE A MIN. OR AS SHOWN ON FOUNDATION PLAN.
48" BAR DIAMETERS "-
UPLIFT STRAP, DADS APPROVED. UPLIFT STRAP, DADE APPROVED.
REFER TO ANCHOR LEGEND AND PLAN REFER TO ANCHOR LEGEND AND PLAN 4' tWc CONCRETE SLAB w/ 2 LAYERS OF ro'x(o"
° )
FOR SPECIFIED ANCHOR. FOR SPECIFIED ANCHOR. WI.4xW1,4 WELDED WIRE MESH, 6 0" WIDE OVER
TRUSSES 24'o.
PRE FAB. PRE FAB. VAPOR BARRIER ON CLEAN
g c WELL COMPACTED
. TRUSSES is 24'o.c.
jk 70P OF TIE BEAM TOP OF TIE BEAM TOP OF SLAB y!�
ELEVATION = +18'-0' ELEVATION = +I5'-0' r6 ELEVATION = O'-O" j ►---�
d ky�
X°X. zz TOP OF SLAB (GARAGE)
4 N, EL-VATION
x x
X, I _ 1 .. XXa..r s
I #5 IN 3000 PSI CONCRETE FILLED \ • X x �X>.! k-
CELL. PROVIDE GLEAN OUT AT ° r - I
BOTTOM TO ENSURE PROPER FILL. �� k--1
ADD WEEP HOLES AT 1/3 AND 2/3 OF z
T5-2 SPAN. HOOK REINF, BAR 12" AT TOP TB-2 �\ �\ �\ �\ WALL FOOTING (WF24)
AND BOTTOM. FILLED CELLS AT ALL
b
(REFER TO FOOTING SCHEDULE
CORNERS, OPENINGS AND AT 48" o.c. FOR S1ZE AND REINF.) Q U
d
1 #5 IN 3000 P51 CONCRETE FILLED 2'-0' W
CELL. PROVIDE GLEAN OUT AT
BOTTOM TO ENSURE PROPER FILL. SECTION
ADD WEEP HOLES AT 1/3 AND 2/3 OF 3
ALL SPLICES SHALL BE A MIN,
SPAN. HOOK REINF, BAR 12" AT TOP SCALE: 3/4'■1'-m` S-IO U�
AND BOTTOM. FILLED CELLS AT ALL Q
• 48" BAR DIAMETERS d,• CORNERS, OPENINGS AND AT 48" o.c.
8'x8'xlro' CONCRETE MASONRY 8'x8'xlro' CONCRETE MASONRY
.Q�
UNIT WITH 9 GAUGE LADDER UNIT WITH 9 GAUGE LADDER
TYPE HORIZONTAL REINFORCEMENT HUGHES COMMON FLOOR TRUSSES USE ONE ALL SPLICES SHALL BE A MIN. w
`° GHES DTG STRAP w/ 9-10D x 1-I/2' TYPE HORIZONTAL REINFORCEMENT ...
EVERY OTHER COURSE TO TRUSS 4 10d x 1-1/2' TO SEAT PLATE EVERY OTHER COURSE 48' BAR DIAMETERS SEMCO THD8210D w116-lrod NAILS
TO HEADER AND 14-10d x 1/2'
FOR FLOOR GIRDERS TRUSSES USE TWO NAILS TO STRINGER CAPACITY I ►��
HUGHES DTC STRAP w/ S-IOD x 1-112' EA. TOP. OF FLOOR ��
TO TRUSS 4 10d x 1-112' TO SEAT PLATE PERIMETER NAILING 16d NAILS ID 3'o.c. ELEVATION = +10'-O' = 2335" 9 EACH STRINGER.
3/4' PLYWOOD DIAPHRAGM w/ 10d NAILS a ro' o,c,
1-f
INT. SUPPORTS AND 4' o.c. AT PANEL 2X10 PT WOOD LEDGER ATTACHED TO GONG; TE - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - �� Q
EDGES, EDGE BLOCKING 2' NOMINAL. TIE BEAM W/1/2' DIAM X 6.5" LOANCa EXf AN51O C\Z a
PLYWOOD SHALL BE GLUED W/ ADHESIVES
MEETING= REQUIREMENTS OF AFG-01 (TYPICAL). ANCHOR 612' OC. MIN EMB 4-3/4' 16 Q L�
2 STAIR CONTRACTOR TO SUBMIT C�
BLOCK DAPHRAGM AS 10d NAILS a ro`o. SHOPDRAWINS TO ENGINEER Q
INDICATED ON 2nd FLOOR PLAN
INT. SUPPORTS 15
TOP. OF FLOOR 70P. OF FLOOR (Tl'PIGAL) ENGINEER BEFORE FABRICATION,
jk ELEVATION = +10'-0' ELEVATION = +10'-0'
14
TOP OF TIE BEAM O — — — —
0 TOP OF TIE BEAM
jk
ELEVATION = +S'-8" 0 � ELEVATION = +S'-8' cn 13 — - - - - - - - - - - - - - - - - - - -
" PREFAB ENG. WOOD u U- w O
4 � 0
TRUSSES 2"xro' YELLOW PINE
24'o,c. O W B-� 4 0 0 12
�+ (REFER TO BEAM SCHEDULE ;v 0 } No, 2 HAND RAILING,
FOR SIZE AND REINF.) 9
d '.4 0
FLOOR GIRDER 11 M to
CO
10 Ln m I
T15-1 1 ""I REINF. BAR.
PROVIDE 2"x. PT BLOCKING= BETWEEN 2'x6' LATERAL BRACING e ro'-O'o.c. 3/4' DIAM. GALVANIZED' ^ cQ 0-4 d�
(REFER TO BEAM SCHEDULE EACH TRUSSES, FASTEN BLOCKING w/ 2-lOd NAILS EA. TRUSS STEEL PICKET � 4' o.c. � � �
FOR SIZE AND REINF.) w/ (3) 3116" DIAM. TAPCONS x 3'LG. TO CMU
AND (2) IOd NAILS TOE NAIL EACH ENDS. 9 C!] �•.
8F8-IB ~ W
�j W W ►-,
(GASTCRETE LINTEL)
�► 1 W
� z
� i w
8`x8'xlro' CONCRETE MASONRY
� AA
UNIT WITH S GAUGE LADDER 1 #5 IN 3000 PSI CONCRETE FILLED (2) 2' x 12" STRINGER Q EACH END 6 rV goo
CELL. PROVIDE GLEAN OUT AT PROVIDE 2X4 PT WOOD BLOCKING ATTAG ED AND (2) 2`x10' STRINGER AT MIDDLE
Fzx �
TYPE HORIZONTAL REINFORCEMENT TO MASONRY WALL W/ (2) 1/4'X1-3/4' LONG
EVERY OTHER COURSE BOTTOM TO ENSURE PROPER FILL. DIAM TAPCON SCREWS MIN EMD. 1-3/4' YELLOW PINE WOOD No. 2 U (/� Cat
ADD WEEP HOLES AT I/3 AND 2/3 OF
SPAN. HOOK REINF, BAR 12" AT TOP 5
AND BOTTOM. I 0 G- 0 .�
Q E-� O �
FILLED CELLS AT ALL Z 4 �
CORNERS, OPENINGS AND AT 48" o.c.
'X10' STEPS YELL ;`' .•. • � '
OR AS SHOWN ON FOUNDATION.
2
PINE WOOD No. 2
• ' v 1 ` ' -
i� • 't
4" thk CONCRETE SLAB w ro
/ 1 LAYER OF "xro" 2 11' TYP.
J.
,
:' ..
4' thk. CONCRETE SLAB w/ I LAYER OF Co'xro' WI.4xW1.4 WELDED WIRE MESH, DOUBLE MESH 60' WIDE ,
W1.4xW1.4 WELDED WIRE MESH, DOUBLE MESH 6 O' WIDE AT PERIMETER OF FOOTING ON OVER VAPOR WIDE
Q
AT PERIMETER OF FOOTING ON OVER VAPOR BARRIER ON GLEAN WELL COMPACTED FILL. Q .; f��F' "
TOP OF SLAB ;
ON CLEAN WELL COMPACTED FILL. ELEVATION = +0'-O" ♦ {. �
STARTER BAR. p•. ;.,,. IL
ALL SPLICES SHALL BE A MIN.
48' BAR DIAMETERS to x 1'-0' LONG. TOP TRANSFER BAR
12 1 05 x 7'-O" LONG. TOP TRANSFER BAR
12 o,c. 3` xro" x 114" STEEL ANGLE w/ (2) 3/4"
DIAM. THRU BOLTS AND (2) 1/2'g
« DOUBLE MESH 60' PERIMETER DOUBLE= MESH &0' 9 PERIMETER ( /� t *' ' ` ANCHOR 5OLTT5 INTO CONCRETE DIAM 3 2'
TOP OF SLAB OF FOOTING TOP OF SLAB OF FOOTING TYPICAL CAL SE CT I OI�l THRU STAIRS
4 EMBEDMENT 's EACH END.
r6 ELEVATION = +0'-0' ELEVATION = +0'-0' MIN. {
\ SCALE: 3/4's 1'-0' 8-1m
/ •d. , /rte a i
\ �\ j .• \\ 2-2 x8 SEAL:
' P T LEDGE R
ON& d w/ 112' DIAM. ANCHOR BOLTS
10 16'o.c. (3,5' EMBED MIN.)
\ w/ 2'x2' SQ. WASHERS
MONOLITHIC FOOTING (MF24) MONOLITHIC FOOTING (MF24) SEMGO FAP18S FRAMING ANGLE w/ (6)Sd
(REFER TO FOOTING SCHEDULE (REFER TO FOOTING SCHEDULE B-I NAILS TO TRUSS AND 2-3ANG E w/ (6)S TO
FOR SIZE AND REINF,) FOR SIZE AND REINF.) BEAM (TYP. m BOTH SIDES OF TRUSS)
(DADE APPROVAL *W-1016DI) \
WALL I * ' IS/32' CDX SHEATHING. REFER TO
WALL SECS'ION NAILING PATTERN.
DETAIL FOR DAtE: 7/28/2000
UJ��� S�C�'101� �
SCALE: 3/4'•1'-m' 5-10 SCALE: 3/4'al'-m' S-I(d DRAWN BY: A. D.
TR0 3ES 246 0 CHECKED BY: C. D.
1 SCALE: 3/4" = l'-0"
5EMC0 THDS260p)HANGER w/ (14) 10d NAILS
SHEET
TO TRUSS AND (6) 1/4'm x 1 3/4'LG.
TAPCONS TO BEAM. HANGER
CAPACITY = +1285 L55 -2630 LBS. 1
SECTION (DADE APPROVAL "98-1016.06) A NOTE s — 1 O
S 2-2'x8' PT LEDGER
SCALE: N•T,S. S-10 w/ 1/2' DIAM. ANCHOR BOLTS CONTRACTOR $HALL COORDINATE AND VERIF=Y
A 16'o.c. (3.5' EMBED MIN.) ALL DIMENSIONS WITH ARCHITECTURAL DWCaB. Nft OF SHEETS
w/ 2'x2' 5Q. WASHERS
PROJECT No.:
CADD FILE: