00-0045-030 I
PRE-FABRICATED ENGINEERED
8" X 12" MIN. CONCRETE ARCH WOOD TRUSSES AT 24' O.C.
SEE ROOF PLAN FOR REINF.
HUGHES I SSUANCE F OR
TRUSS ANCHOR m �
0
R ❑BIDDING SET ONLY
e
[]CONSTRUCTION SET ONLY
CONCRETE TIE BEAM ❑BUILDING PERMIT SET ONLY
m a REV1
�� m ® W REV2
C* (D ®m o o ° _ - REV3
°
-
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105 REINFORCEMENT
oa g 0 BAR IN CONIC. FILLED
5' 0 o o CELL
IIi2' CLEAR o
AFFIX SEAL HERE
2 #5'S ADDITIONAL (DIAGONAL) -o °
ONE N.S. & ONE F.S. (TYP.) Q
1 ( FOR SIDE REINF. REFER TO 9
_ _ _ _ _ - FOUNDATION PLAN 6' X S' X 16' CONCRETE
I I I I I I I IN MASONRY UNITS �
111=
MASONRY OPENING VARIES
5 S EA.WAY
REFER TO ELEVATIONS FOR
F 5(d TOP 4 BOTTOM RADIUS OF ARCH
bra' SQUARE
NOTE: HOOK ALL VERTICAL REINF. ^,
INTO FOUNDATION AND TIE BM. V ^,
WITH STANDARD ACI HOOK \ V
J 6 STRAP �
AP DETAIL 0
TYP . ARCH REINF . DETAIL r S — 3 S - 3 S - 3 Not to Scale �
� � w
PANEL ROOF SHEATHING SHALL BE PROVIDED
W/ A MIN. OF 2 X 4 EDGEWISE BLOCKING AT
ALLL HORIZONTAL PANEL JOINTS W/ EDGE AND S, , ,
END SPACING IN ACCORDANCE W/ MANUFAC. XS A(o CONCRETE MASONRY UNITS �f
SPECIFICATIONS, FOR A DISTANCE OF AT LEAST H Z
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. BLOCKING. MIN
OF 4 TRUSSES
ca
_ 2 PRE-FAB CONCRETE LINTEL
, WD. TRUSSES I L,
® 24 o.c. [�
1"5 IN CONCRETE FILLED CELL [--I
1/4' (TYP.) PROVIDE CLEANOUT AT MIDDLE AND BOTTOM 15 Z ,
TO ENSURE FILL
TOP OF BOND A
BEAM WINDOW OPENING
D p >7 U U F�
1
8'x8' PRECAST CONCRETE
p D O FILLED LINTEL SEE SCHEDULE FOR 9
pD p REINFORCEMENT
Cn
� H
Z . .
1#5 IN CONCRETE FILLED CELL •• t��l
CONTINOUS FROM FOUNDATION �1
v o v D o DRYWALL TO CONCRETE TIE BEAM ALL • • U
v
- D D 2"X4" BLOCKING - FIT SPLICE 30' MIN,
p o
TIGHT BETWEEN TRUSSES 'Z �W]
W 2-10d TOE NAILS U O
v p D �A. END, AND AT EACH 2"X4', CANT. HO . BRACING o M
tr X BRACING AT 6-0 o.c. W 2-16d NAILS A A r""1
D p p ® EA. TRUSS, T(p EA. END,
D• RESTRAINED ® 20 MAX. _
1 1/2 A 1 112'
- ' TYPICAL TRUSS Y BRACING
KNOCK-OUT 3"x5' PRE-FAB KNOCK-OUT AT M M
LINTEL TO ALLOW FILLED CELL TO CONTINUE
(MAX. UPLIFT=6500 #) TO TIE BEAM (TYP. EA. SIDE) is
12 s ° O .--r
Z o0
e
2 PLY TRUSS FILM 2
1 1 2"-1'-0" CONCRETE LINTEL DETAIL it
- S - 3 Not to Scale N
3 W O
11 IL4'
Ir
!' Y
MIN.S16. s--i
CD
ADD 3 STIRRUPS AT 12' oc. AT DROPS
N SCHEDULE
�
TYP EXCEEDING IV OR WIDER THAN 60'
1r cm
1/4' (TYP.) UNLESS OTHERWISE NOTED GIRDER T R U S S ANCHOR
M �N .•�p• :• � � �r.--7 M f�
TOP OF BOND s °o
BEAM MARK DESCRIPTION
CM
° 1 p' 1 ANGLE 3"x3"x1/4" W/EXTENDED LEG (FY=36 ksi). SEE DWG.
D 5
O o 2 SECTION 1 $" X
STEEL PLATE 9— 3/4 x4 x1/4 (Fy=36 ksi) C-4 M o
cn
W
fm
EXTEND DROP OF TIEBM.
_ 03 STEEL PLATE 11 1 /4"x4 x3/8 (Fy=36 ksi) S' BEYOND SIZE OF OPENING •
v o D AT EACH END H U ME �
„ a
a
D O 3/4 DIAM. HILTI KWIK BOLT II (CARBON STEEL), 2 REQ D DROP TIE B�
ADD 2 5 RE INFORCEMENT BARS m
CD CNI WINDOW OR #
co J v ° d 6 PREFABRICATED TWO OR THREE PLY TRUSS. DOOR FOR EVERY S' OF DROP UUHHHH00� 4T
M D D p O OPENING FOR WINDOW, DOOR R
_ MIN. 5/8" EXTERIOR GRADE PLYWOOD. SEE PLAN OR SLIDING DOOR SEE FLOOR a
CD 1 1/2' 1 1/2 0 FOR NAILING REQUIREMENTS. PLAN 4 ELEVATIONS
a O TIE BEAM (SEE PLAN) Leo Llanos, P.E. '� '!�'�f .r:, Ix
Consulting Structural Engineer E `'
H 09 CONCRETE MASONRY BLOCK 18495 South Dixie Hi wa # 337 305 378 6916 L ° ano, �F: �'••. ;- DA a
_ (MAX. UPLIFT=9500 #) g y' Fl a. r F S-3
.
Miami, Florida 33157 e9. 31 :
CD
CD CD
3 PLY TR USS 3 4 CONCRETE BEAM DETAIL AT tN l�, .� 5
1/217=12-01)
S - 3 Not to Scale E� of
3
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cn o
_ M11jEL 4321 DETAILS-D2,dwg 4-1-99 11:26106 are EST .< ;
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