10-151-011EXISTING
TIE -BEAM
EXISTING
MASONRY
EXISTING
FOOTING
2"x4" CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM
ro'-O" SPACING AND AS REQUIRED BY TRUSS
MANUFACTURER
(REFER TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATION)
T�'F I CAL- X- 5fRAG INS.
SCALE: N.T.S.
NEW 8" CMU INFILL TO ENCLOSE EXIST WINDOW OPENINGS.
PROVIDE 9 GA. TRUSS TYPE REINF @ 16" O.C. VERT, AND
Gt'-1U INFIL-L- IN EXIST
Ct" IU WALL_
:USS
(2) I6d NAILS EACH MEMBER
EXISTING
TIE —BEAM
DRILL AND El
#5 DOWEL. F
8" MIN EMBE
AND 30" SPL
(AT TIE —BM.
FOOTING)
NEW #5 TIE —
NEW OPENINC
CONC FILLED
SIDE
EXISTING
MASONRY WAI
LINE OF COl`
FLOOR SLAB
EXISTING C
FOOTING
2"x4" CONT. LATERAL WOOD BRACING
NAILED TO BOTTOM CHORD MAXIMUM
6'-0" SPACING AND AS REQUIRED BY
TRUSS MANUFACTURER
(REFER TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATION)
24"
(OVERLAP 0 SPLIC S)
PLAN VIEW
T*'I=' LATERAL E
SCALE: N.T.S.
PRE-ENGINEERED WOOD TRUSS
CE S
NEW OFENING IN EXIST
G1 IU WALL
N
NEW PIGGY BACK PRE-FAB 4' xx 8' COX PLYWOOD
TRUSSES AS PER PLAN MAX TSPAN 24" ATTACHED
"TK
REMOVE EXIST WOOD PER PLYWOOD NAILING DETAIL
FRAMED GABLE END
I
EXIST PRE-FAB
TRUSSES 0 24" OC
TO REMAIN
EXIST 8" CMU WALL TO
REMAIN, SEE PLAN
i PRE-FAB WOOD TRUSS
e 24" oc.
TOP OF T$.
SEE SCHED.
NEW CONC TIE BM PER
PLAN W/ 05 x 24" LONG
DOWELS O 12" O.G. W/ 6"
EMBED W/ HILTI EPDXY
EXIST CONC TIE BM
TO REMAIN
NEW GONC TIE 5E AM
OVEFR EXIST GONG TIE 5M
SCALE: NTS
APPROVED STRAP
SEE ANCHOR LEDGEND
4' x 8' CDX PLYWOOD
SHEATHING MIN. 19/32" THICK
MAX. SPAN 24"ATTACHED
PER PLYWOOD NAILING DETAIL
CONIC TIE BEAM
SEE PLAN FOR SIZE
AND REINFORCEMENT.
PRE-ENGINEERED WOOD TRUSS
® 24" oc.
TOP OF T.B. �.
SEE SCHED.
,-0,1
REINF AS PER PLANS
—PROVIDE CLEANOUT t WEEPHOLES
TO ENSURE PROPER FILL.
ALL SPLICES SHALL BE A MIN.
48 BAR DIAMETERS
8"x8"Aro" CMU
UNIT WITH 9 GAUGE LADDER
TYPE HORIZONTAL REINF.
EVERY OTHER COURSE
T'rF I CAL_ IROOF TRUSS ANGHOIR
IDETAILe AT TERRACE SEAM �
-3 SCALE: N.T.S. S
EXIST CMU WALL
PROVIDE 105 X 1'-4"
a 24" O.C. VERT. EMBED
MIN ro" W /EPDXY INTO
EXIST CMU WALL W/
FILLED CELL
d e •
'
a : e,.d
19/32" EXTERIOR GRADE PLYWOOD SHEATHING
SEE PLYWOOD NAILING DETAIL FOR ATTACHMENT.
EXTEND ROOF SHEATHING UNDER VALLEY
SET TRUSSES, ANCHOR VALLEY SET
TRUSSES TO THE MAIN TRUSSES
F— PAST THE ROOF SHEATHING AS SHOWN
PREFAB. ENGINNERED WD.
TRUSSES 6 24" O.C.
CAS PER MANURSPECS.)
PROVI E ro" WEDGE FOR
SOLID FARING.
ATTACH /2-trod NAILS (TYP)
\ I— USP RTIroT STRAP \
W/ ro-16 d NAILS AT EACH END,
TYPICAL AT 4'-0" O.G.
TNT"f' AG< D T I AL
SCALE: NTS
8"x8"x16" CONCRETE MASONRY
UNIT(SEE PLAN) W/ 9 GAUGE LADDER
TYPE HORIZONTAL REINFORCEMENT
EVERY OTHER COURSE
L TOP OF SLAB _
Y ELEV,= 0'-0"
STARTER BAR. ALL
SPLICES SHALL BE A MIN.
48 BAR DIAMETERS
N
EXIST GRADE
TOP OF Fps_
MIN 12" BELOW
(REFER TO FOOTING: SCHEDULE
FOR SIZE AND REINF.)
VERTICAL REINF. BAR PER PLAN TYP.
PROVIDE CLEANOUT AND WEEPHOLES
TO ENSURE PROPER FILL.
1/2" EXPANSION JOINT.
a•
4" REINFORCED CONCRETE SLAB
d WITH &X6-IAx1.4 WELDED WIRE MESH
OVER VAPOR BARRIER ON CLEAN
• WELL COMPACTED FILL.
.,.
d e• d
UJ,4LL SECTION 5
SCALE: NTS -3
e d ADD 205 REINFORCEMENT BARS
/ FOR EVERY 8" OF DROP
d NEW GONG COLUMN/ BE M t STIRRUPS (REFER TO TIE BEAM SCHEDULE) -\
d• s • CMU WALL ER PLANS
e'
dd ' •d e' e `
e e .d
d e d
• e v
• ad •d °
4 . •e
y d A. ei
d• • ° ° d NEW FTC: PER PLAN. L REINF
d e BARS MI 6" W/ EPO INTO EXIST
' r d
e, ' e
d 4,e
3CALE N.T.S.
VAPOR BARRIER
COMPACTED FILL.
t1
I � EXTEND DROP OF TIE BEAM
8" BEYOND SIZE OF OPENING
AT EACH END
OPENING FOR WINDOW, DOOR
OR PASSAGEWAY_ SEE FLOOR
PLAN t ELEVATIONS
4-0
Alk
a
K�
0
f
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, & WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND/OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
:..
•.aa.a a*' � -
a
0 W
LL LL
LL
Z W
0 LL
- a
W LL
Z � w
Q 0 Q
—
m 0
a 0 0
a a 0
BY:
MER
2/21 /10
AS NOTED
NO.:
1/2" = 1'-0"