00-0768-017 REVISIONS BY
Z
W
N
ZO
PROVIDE CLEANOUT
STD,NO.B LADDER-TYPE 10d NAILS m 4'� - - WALL REINF.,SEE PLAN z
OPENING C INSPECT GALV.STEEL JOINT REINF. a WALL REINF.,SEE PLAN Z
REINF. GROUT FILL, EVERY OTHER COURSE. EL. +10'-7' -
TYP.AT FIRST COURSE EXTEND REINF.A MIN.OF I Pl BEYOND L 4X 4 X 1/4X8
4' INTO TIE COLUMNS. 5 1/2' W/2- 5/84 X 12'
SEE SECTION 11 WELDED ANCHORS -
8' LOAD-BEARING CMU WALL, � EL. +10'-I' �
9'-11'
3/4' ;n 4' - , a I/4' X 3 1/4'
SEE PLAN FOR REINF. EL. + o
TOP BARS SEE PLAN 3 EL. +10 `I A SCREWS m 12' Q N
o 21 •° e ° ° FILL W/CONC.GROUT
a
WELDED WIRE FABRIC `r PROVIDE 30 m c
N BOTTOM EL. +101-11 LBS FELT
0 o e e ' _
U � � PAPER w 00
EL.SEE PLAN I ( VO4 ° 12' BOTTOM o EA.WAY I/8 3 EL, +10-4 SEE SECTION 1 1/4' X 3 1/2' WIDE 0 o
3' 3' BENT i_W/1/2'0 I— N 0) (0 0
—� #3 0 12' TEMP. 28-� 1/8 2 EL. +10-� THROUGH BOLT INTO TRUSS V)
3
28-1 'AMERICAN FLOOR' TB EL. +10'-4' AND 1-1/2'OX 6' 11/2' 1 0 d-
x L, SYSTEM . vs' 2' . LAG SCREW INTO BM. - � V M 0 o
TMITHH— III—III—I I - MONOLITHIC ° ° e EL. +8'-2' 28-3 EL. +8'-2' EL, +9-2 5� 0) 0
= III=III=III=III= SEE SCHEDULE s' 1'-l0' 8' ( N `n V) 0
0
—III—I I—III—III I I I I—I I—I I—I 16' \_L5 X 3 X I/4 X EL. +9'-2' I I�' Q rn
11�7DI INO F4 BEYOND W/ i/2'Y)x�' AMERICAN FLOOR I— p 0 w ,
WIDTH YISQUEEN (SEE PLAN) WEDGE ANCHOR SYSTEM PREFAB WOOD TB V2 a
TRUSSES 'AMERICAN FLOOR' 01-N Z m
COMPACTED FILL SYSTEM w
6 5/S' 'CDx' 2 .. O U
SECTION 1 SECTION 5 SEE SECTION 13 PLYWD.W/ T
WALL REINF.,SEE PLAN FOR ADD'L INFO. 8d NAILS g 6' Z m
3/4' = 1'-0' 3/4" = l'-0" S ECTI O N 12 , ,—' Z Q 0 x o
SECTION 8
' _ 3/4' = 1'-0' - — Q ( �;
a 3/4 - 1-0 5/8' 'COX' PLYWOOD SHEATHING EL. +19'-9' 0 w V' 0 W
p NAILED TO EA.SUPPORT W/Sd 8-16d NAILS j U
NAILS 19 6' AND 10d NAILS a 4'
m EDGE STRIP V-8' WIDE, 0 ~ o
TYP.ROOF DECK Z
v 12 PREFAB 6 tOF'DCIT-IORDES 24' o
SEE SECTION 1 4 X 12 0
8' CMU WALL BEYOND 2 X 6 T. 4 G.WD. 6
WOOD BM.
EL. +10-� DECKING W/2-16d PI o
NAILS g EA.SUPPORT 2'-4' S 1 O 311 H � d b oo Z
WELDED WIRE FABRIC EL. +10'-41 • - O Z
"IV S S N. 1/2' • �+� EL. +9'-2' S 1/2' 0 Z
EL. -0'-9' LOP _ t8 I • EL. +19'-9' Z o
x—x—x-x_x x WAIL REINF.,SEE PLAN • EL. +9'-2' O
III— I I—I I x TB --�
zz —I I I—I I I X' PREFAB WOOD TRUSSES g 24' 0
= I=1 I(�I V15QUEEN W/2 X 6 TOP CHORD I 4 X 12 G
I i (SEE PLAN) 'AMERICAN FLOOR' a
—I —_ I I I/4' X 3 I/4' 'TAPCON' SYSTEM
_ _ _ _ _ EL. +8'-2' 14 GA X 1 STEEL SCRAP rn '
3 CLR I I—III I I I—III—III— I I—I — MONOLITHIC WALL FOOTING SCREWS ° 12' 2'-0' 4 SEAT BY 'HUGHES',NO.DtC Z
-1 11=1 11=1 I i�1i�TIIa=III III I I SEE SCHEDULE 10d NAILS ,@ 4 0
W/4-101)NAILS INTO SEAT. 4 X 12 m
COMPACTED FILL m STIFFENER fE1) SHEAR CAPACITY PERPENDICULAR I �
8-16d NAILS --
TO WALL= 1410 LBS.DADE m
EL. +11-0 3 APART I
5/8' 'G1)x' PLYUID. S ECTI 0 N 9 COUNTY PRODUCT APPROVAL I kill
SECTION 2 SEE SECTION 12 12 ® EL. +10'-7' "9T-042105
SEE CONNECTOR SCHEDULE FOR NAILS .
3/4' = I'-0' 6 ' _ INTO STRAP AND UPLIFT
2 X 6 T. 4 G.WD. 2' 3/4 1 0 CAPACITY. 4-5/6' 0 THROUGH W
DECKING W/2-16d f• 3 X 8 6 24' X 4'-6' CUT 11/2' BOLTS W
NAILS o EA.SUPPORT I I J/ I SON 5 1/2' 2 TOP 7 0 RECEIVE W PLAN
u'I DECKING m OVERHANG 1/2' X 3 1/2' 'L' 0 3
1/4' X 5 1/2' X 5 1/2' r 1 I/2' 3/4'�X20' SHAPED f£
EL. +9'_2' STEEL a DEET PI EL. +10'-6 1 SECTION 1 3 I LAG BOLT X
CONC.COL.BEYOND
8' CMU WALL BEYOND ' KERF 3/4' = 1'-0' 51 3, Q LPL o
TOP BARS, SEE PLAN TB 28-5 2-5/8 �6THROUGH BOLTS 31 II 3'
WELDED WIRE FABRIC AMERICAN FLOOR SYSTEM 3 --
CONT.2 X S P.T.WD.f EL. +10 I SEE SECTION 5 b o
EL. +8-2 ' ' , L8 X 4 X 1/2X12' +10'-0' i i 5' III 1
W/1/2'95 X 8 J ANCHOR EL.
' CLR BOLTS e 24' W/2- 3/4'0 X 8 1/2' 1/2' 04 EL. +10'-"i' i i O a
,n k EL. +0'-0' WEDGE BY 'REDHEAD'
'
4 12 TEMP. 11/2
'HUGHES' HANGER UH26, 'TRUBOLT' W/6 112' EMBEDMENT 3 1' •4 e 6' TOP • 4 X 12 W
CONT.4 X 12 _j LL W a
�—x x x x—x—x 21_0' D.C.PA.N0.95-1023.03 4 I/2'3' 4 I12' � 5 1/2' I
�x _ _ � 3/8' X 4' WIDE X 19' LONG
—x—x—x— l —III=III— PREFAB WOOD Tf2U55E5 ° 24' `" 5' P1 STEEL SCRAP IN 5/16' WIDE 2 - 5/8' X 12' -1 -- o
e —I I 1-1 I( I I YISQUEEN KEf�At I LAG BOLTS. T w Z
(SEE PLAN) SEE SECTION 13 U EL. +9'-2'
17 a
— - - -=1 11=1 i 1=1 I I 11=1 11=1 I 3 248 OU 11/21 o OKERS 1 1/2' 9' $11/2, I 6' 5 1/2 > O U1 I I—I I I—I 11 1 I I I I 1 1 I ToP To RECEIVE lard HOOK -� — ELEVATION La
SEE SCHEDULE z x 6 T. 4 G. o OVERHANG i"0 3/8' x 5 v2' x 5 1/2' 'AUREa' SYSTEM CONNECTION AT w
WIDTH SECTION 6 WELDED TO 28-9 2
COMPACTED FILL Q J W
' _ ' GUSSET W/. EL. 4&1-21 INTERIOR COL. + W
3/4 - 1-0 WEE >�x 4 CONNECTION AT cj
WELDED HEADED O O o
SECTION 3 5 ANCHORS CONC.COL.BEYOND CORNER COL. (D z z
3/4' = 1'-0' 51/2' SECTION 10 SECTION 14 a 0
3/4 - 1'-0' 1-!._ Z 9' cn
3/4' = 1'-0' z
WALL REINF.,SEE PLAN I O
12 ` d
'SEMCO' POST ANCHOR !— Z
No.A13P 66 W/12 - Ibd NAILS. Pl BEYOND 1 "3 6 O N
UPLIFT CAPACITY = 2315 L85. 5/8' 'CIDX' PLYWOOD 'GA.X 1'GALV.STEEL STRAP
O SEE SECTION BY 'SEMCO' N0.RTPGA820, V Z N
2 X 6 T. 4 G. TWISTED,W/6-16d NAILS INto W
1 3 EL. +10'-0' I EL. +10'-I' WD.DECKING J -; 3 X 8.D.C.PA.NO.S-0818.13 Z y
gL EL. +10-1 3 X 8 e 20',CUT 11/21 EL. +19'-9' Ul g
Z
'
• AT TOP TO RECEIVE ' CD f- W
- -- T. 4 G.
• • 2 PREFAB WOOD TRUSSES o 24' ri 0 E
EL. +101-11 II 2 W/2 X 6 TOP CHORD
' '
EL. +10'-4' • 2- 5/8' RB-2 3-114'56 X 13/4' 'TAPCON' cn
- THROUGH BOLts SCREW 10 LAG ° ° EL. +11'_51 SCREWS 0) REVERSF,
p • II BOTTOM EL. +9'-2' II a
Q '"` 1/8' 3' 1/2' X 7' WEDGEA.WAY \-TB
'OTC' SCRAP �' i o ix
>n I i WELDED WIRE FABRIC I 2 R 5 A 'AMERICAN FLOOR' TRUSSES,SEE SECTION 13 a ®��J�
ANCHOR DD L SYSTEM w W 0.
cAV EL. +9'-2' CONC.COL.BEYOND LOT 2
C 28-6 I 6, 28-8 • ' EL. +8'-2' o
EL. +0'-0' EL. +8'-2'
W.WF. 3' 4 X 10 SEE SECTION 14 n_ a
X/- —x x— I SYSTEM
FLOOR I 3 I FOR SIMILAR CONNECTION SCALE
EL.VARIES x� -I I 1=1 I I— I I L. EL. +8'-2' 11la. AT BEAM-COL.
X/ —III—)I I— 1/4' X 6' X 13/4' STEEL j CHECKED BY o
a
x—x—x—x—x x—,,,, ft W/2- 1/2'0 X 3' 2 - 5/8' m 0
-I 1 1—I I I—I I I Pl BE=YOND,TO
I—I 1—I I I— WELDED HEADED ANCHORS THROUGH BOLTS BE INSTALLED P1 m DRAWN BY
AFTER 28-8 IS TWO WEEKS OLD
cn
=III=III=III
ASQUEEN 1/4' X 4' WIDE STEEL � , DE LOS REYES � DATE sa(o�22�fd�
1=1 11=1 I I— ,x_24 PLATE W/3 LEG EMBEDDED 2 -3 5EE PLAN ENGINEERING, INC.
W
-I I I—I I 1=1 I I IN BM., IN 3/8' WIDE KEW D CONSULTING STRUCTURAL ENGINEERS a JOB 9(028 X
1=1 I 1=1 11= x
SECTION HECTOR DE LOS REYES, P.E. w
STD HOOK FLORIDA CERTIFICATE N0. 33112, EB NO. 6705 IL SHEET m
' _ ' ' SECTION 11 SECTION 15
3/4 1 -� 7184 S.W. 47 STREET, MIAMI, FL. 33155 = S-3 _
SECTION 4 3/4' = 1'-0' 3/4' = 1'-0' TEL: (305) 665-2778 FAX: (305) 665-2793
E—MAIL: DELOSREYES@CAMAWEB.COM U. Z
3/4' = 1'-0'
OF SHEETS W
0
l/� _