00-0044-025 P -FABRICATED ENGINEERED
8" X 12" MIN. CONCRETE ARCH WOOD TRU55E5AT 24' O.C.
SEE ROOF PLAN FOR REINF.
HUGHES DTG ISSUAN't FOR
TRJ65 ANCHOR o - .._ UTI
® ❑BIDDING SET ONLY
® ❑CONSTRUCTION SET ONLY
CONCRETE TIE BE BUILDING PERMIT SET ONLY
_ REVI
CD
23 REV2
Q 25 REVS
0 CD 4 °
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Q 4°
O 0
GRADE 4'CONC 6LA 1a REINFORCEMENT N
5 TOP X 4'-O° `� �� o� BAR IN CONC.FILLED
0
5 '5 TOP X 4'-0' 1'GLEA 4,�� G,Q� -- �� a �o a a CELL AFFIX SEAL HERE
Q p �
2 ##5'S ADDITIONAL (DIAGONAL) b ° v
�I ONE N.S. & ONE F.S. (TYP.)
r I FOR SIDE REINF. REFER TO
_ FOUNDATION PLAN $` X $` X Ida' CONCRETE
II oIIl� II I I Imo— ICI—, ICIII II I II I "'-I s MASONRY UNITS
MASONRY OPENING VARIES
5 S EA.WAY
REFER TO ELEVATIONS FOR 5 °
TOP 4 50TTOM F RADIUS OF ARCH 25
a
42' NOTE; HOOK ALL VERTICAL REINF.
INTO FOUNDATION AND TIE BM.
WITH STANDARD ACI HOOK
7 6 1
STRAP DETAIL
SECTION TYP � ARCH R I NF , ETAI1_ >_--- — — of to Scale
F5
PANEL ROOF SHEATHING SHALL BE PROVIDED
W A MIN. OF 2 X 4 EDGEWISE BLOCKING AT
A(L HORIZONTAL PANEL , W/ EDGE AND
END SPACING IN AGGORDANCESK MANUFAC. $'x$`x16' CONCRETE MASONRY UNITS
SPECIFICATIONS, FOR A DESTANC OF AT LEAST
4° FROM EACH GABLE END WITH DUR-OWALL REINFORCEMENT (LADDER TYPE)
EVERY OTHER COURSE EXTEND DUR-O-WALL
2"X4" 'X' BRACING W 2-10 d.
4' INTO ALL COLUMNS
NAILS AT EA. BLOCKI G. MIN
OF 4 TRUSSES im • •
CasICRETE FILLED We 3 ) P -F CONCRETE LINTEL
W
ST WD. TRUSSES
24"o.0. 0 0
TS 3 1/2'x 3 I/2' x 1/4'
a
� • • o •
1#5 IN CONCRETE FILLED CELL
3/16' PROVIDE CLEANOUT AT MIDDLE AND BOTTOM
TO ENSURE FILL
EM5EBED UJI 4 ' X12'
10' XIO' X5/$' PLATE BASE
WELDED A301 - 5/8 BOLTS U1/STD. WINDOW OPENING
W
5 5 TOP HOOK
5
4' CONC.5LAB
$'x$' PRECAST CONCRETE 99
FILLED LINTEL SEE SCHEDULE FOR
--- -- REINFORCEMENT
H
115 IN CONCRETE FILLED CELL
1 CONTINOUS FROM FOUNDATION
dRYWALL TO CONCRETE TIE BEAM ALL
F 4.5 SPL ICE 30 MIN.
2"X4" BLOCKING - FIT
55 501. EACH LUAY TIGHT BETWEEN TRUSSES 0 14
W 2-10d TOE NAILS
4 A X" BRAN G D AT EACH 2"X4" CQNT. HBRACING 04 M
AT 6'-0 o.c. WT*2-16d NAILS ® �+
@ EA. TRUSS, @ EA. END,
RESTRAINED @ 20` MAX.
COO
TYPICAL TRUSS ACING
KNOCK-OUT 3'x5' P -FAB KNOCK-OUT AT
LINTEL TO ALLOW FILLED CELL TO CONTINUE
TO TIE BEAM (TYP. EA. SIDE)
6 r%000
.�
12 6
DETAIL @ STEEL CCLU CONCRETE LINTEL DETAIL � � `
S11 3
1 S - 3 Not to Scale
_i •< ►--�
E R_ g 5
V �•
i� MIN . • ° x.1
a TYP, : ..` D $3 STIRRUPS PS AT 12' ac. AT DROPS
3116 EXCEEDING I6 OR WIDER THAN 60 e
CD Cn 1/4' f TYP.) 1/4' f TYP.) GIRDER SCHEDULE UNLESS OTHERWISE NOTED •='
C; TOP BOND TOP ND «•
BE MARK DESCRIPTION s con 00
1 ANGLE 3"x3"x1(4" W/EXTENDED LEG (FY=36 ksl). SEE DWG. r
1 C .. e
- SECTION 1
STEEL PLATE 9— 3/4"x4"x1/4" (Fy=36 ksi) _ -+
7
fm - EXTEND DROP aF TIEBM. .
Q P - P STEEL PLATE 11 1/4 x4 x3/8 (Fy=36 ksi) $' BEYOND SIZE OF OPENING
{� P
v AT EACH END
_r cn a •
3/4" DIAM. HILTI KWIK DOLT II (CARBON STEEL), 2 REQ'D DRWOP TIE B
NDOW OR ADD 2 5 REINFORCEMENT BARS
� } FOR EVERT' $ OF DROP
¢ PREFABRICATED TWO OR THREE PLY TRUSS. DOOR
OPENINGS FOR WINDOW, DOOR
`D P. MIN. 5/8" EXTERIOR GRADE PLYWOOD. SEE PLAN SLIDING DOOR. EE FLOOR
'` 1 1/2' 1 1/2' 1 1/2' 1 1/2' `�=�' FOR NAILING REQUIREMENTS.
CD 1 1O - 1 10 8 TIE BEAM (SEE PLAN) S P.E.
f— A 1 3 3
LU d a '
Consulting Structural Engineer
a. 9 CONCRETE MASONRY BLOCK c�sx;1?.
18495 South »e a 337 3 3 9
MAX. UPLIFT=6500 (MAX. UPLIFT-9500 #) C a. e ATE
#) Florida 33157 , g. 33x1 .5
^`� PI__Y TRUSS 4 AT
� 4
Ill CCU CRETE BEE DETAIL � INNS
2 PLY TRUSS 1 ,��„_�,_��, _ o f to Scale � ����°•��� of 3
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CD MODEL 4321 DETAILS-D2,dwg 4-1-99 11126106 are EST