13-1379-010EXIST. ROOF WD. MEMBERS
(REFER TO PLAN FOR SIZE &
SPACING)
PROVIDE "NU -VUE" NVRT -16
(T) TWISTED STRAP FAST.
W /(6) -Y4 "0 TAPCONS TO EXIST.
CONCRETE & (4) -16d NAILS TO
EXIST. WD. MEMBER
NOA. #08- 0326.11
EXIST. MASONRY
WALL (TO REMAIN)
PROVIDE "USP" RT7 RAFTER TIE
FAST. W /(5) -8d NAILS TO EXIST.
WD. MEMBER & (3) -Y4 "O TAPCONS
TO EXIST. CONCRETE
APPROVAL FL 817 -R3
,TOP OF EXIST. BEAM
EXIST. /NEW CONC. BEAM
NOTE:
CONTRACTOR SHALL VERIFY IF EXIST. ROOF FRAMING MEMBERS
HAVE HURRICANE ANCHORS. WHERE FOUND MISSING, INSTALL
(1) - "NU -VUE" NVRT -16 TWISTED RAFTER TIE FAST. W/(4) -16d
RINGSHANK NAILS TO EXIST. WD. RAFTER & (6) -Y4" 0
TAPCONS TO EXIST. CONC. TIE BEAM & "USP" RT7 RAFTER TIE
FAST. W /(5) -8D NAILS TO EXIST. WD. MEMBER & (3) -Y4 "0
TAPCONS TO EXIST. CONC. TIE -BEAM.
EXISTING RAFTERS ANCHOR DETAIL
SCALE 11/2" = V-0"
EXIST. WD. TRUSSES
(TO REMAIN)
(REFER TO PLAN)
EXIST. PLYWOOD —
SHEATHING
(TO REMAIN)
$V.MM�Nor*
10zr
..
100
INTERIOR in
x
w
EXIST. CONC. SLAB
(TO REMAIN)
o!
v
_PROVIDE "NU -VUE" NVRT -16 (T) TWISTED
STRAP FAST. W /(6) -Y4 "0 TAPCONS TO
CONCRETE BEAM & (4) -16d NAILS TO
EXIST. WD. MEMBER
NOA.#08- 0326.11
- EXIST. CONC. BEAM
(TO REMAIN)
f
PROVIDE Y2" MIN.
EXPANSION MATERIAL
INTERIOR
EXIST. CONC. SLAB
(TO REMAIN)
YY,4"
,GAF`
e
NEW CONC. COL
(REFER TO PLAN)
L6x4x1/4 "x0' -8" ANGLES
EXIST. WD. BEAM
(TO REMAIN)
4" Z 2"
0
e•
° 4<
SIDE VIEW
(2) - - "0 A307-
THRU -BOLTS
(2) - - "0 "HILTI" KWIK
BOLT 3 EXP. ANCHORS
(EMB.= 4 ")
EXIST. WD BEAM TO
WALL CONN. DETAIL
SCALE 11/2" = 1' -0"
SLOPE
EXIST. WD. RAFTERS
(TO REMAIN)
PROVIDE TEMPORARY SHORING
FOR EXIST. WD. RAFTERS
(REFER TO NOTES ON S -1)
NOTE:
CONTRACTOR SHALL VERIFY IF EXIST. ROOF FRAMING MEMBERS
HAVE HURRICANE ANCHORS. WHERE FOUND MISSING, INSTALL
(1) - "NU -VUE" NVRT -16 TWISTED RAFTER TIE FAST. W/(4)-16d
RINGSHANK NAILS TO EXIST. WD. RAFTER & (6) -Y4" 0
TAPCONS TO EXIST. CONC. TIE BEAM & "USP" RT7 RAFTER TIE
FAST. W /(5) -8D NAILS TO EXIST. WD. MEMBER & (3) -Y4 "O
TAPCONS TO EXIST. CONC. TIE -BEAM.
x x x Y,— X -- x X ,Y— X x x
'OOTI N G
TO REMAIN)
CONC. SLAB OVER EXIST.
CONC. SLAB REINF.
W /6x6- W1.4xW1.4 W.W.F.
(REFER TO DET. D /S -6)
PROVIDE #4 DOWELS
24" O.C. DRILL & EPDXY
GROUT A MIN. 3" INTO
EXIST. CONC. SLAB BELOW
(REFER TO DETAIL D /S -6)
x x x r-x- x x x x x x --r--x x x x
SECTION 1
SCALE -Y4" = 1' -0"
II
I I z
I I E?
I I o
I I 0-
I I o
I I �
I I z
I o
I I V)
I I w
I I z
II
II
II
c-VICT WD, BEAM
;MAIN)
TO PLAN)
:L PLATE
5 "x 1' -0" WELDED
'a"x 9"X 1' -0"
;L SIDE PLATES
COLUMN I' '
ER TO PLAN II II AI
-H ED U LE)
STL COLUMN TO EXIST.
WD BEAM CONN. DETAIL
SCALE 11/2" = 1' -0"
f—PROVIDE "NU -VUE" NVHC -43 HURRICANE
CLIP, FAST W/(9) -10d NAILS TO EXIST. WD.
RAFTER & (5) -Y4" 0 TAPCONS TO CONC.
BEAM NOA. #08- 0878.02
PROVIDE 2x P.T. WD. FASCIA FAST.
W/(2)-16d NAILS EA. CONN.
PROVIDE 2x6 WD. BLOCKING BETWEEN
EXIST. WD. RAFTERS & FAST W/ 10d
RINGSHANK ® 6" O.C.
06 TOP OF BEAM
EL. = +8' -0"
(TO MATCH EXIST.)
NEW CONC. BEAM
(REFER TO PLAN &
SCHEDULE FOR SIZE
& REINF.)
STL. COL. (BEYOND)
(REFER TO PLAN &
SCHEDULE)
EXTERIOR
PROVIDE #4 NOSEBAR
AT NEW SLAB
/EXIST. THICKENED
/ EDGE (TO REMAIN)
J. TOP OF SLAB
COMPACTED SOIL (REFER TO
FOUNDATION PREPARATION NOTES)
EL. _ +0' -0" (TO MATCH EXIST.)
EW CONC. F00"
3EYOND)
REFER TO PLAN
CHEDULE)
d-
M
STEEL SIDE PLATE
Y4 "x 9 "x1'-0"
WELDED TO STEEL
BASE PLATE (TYP.
EA. SIDE)
NOTE:
CONTRACTOR TO FIELD
VERIFY SIZE OF EXIST. WD.
BEAM & COORD. W/
SPECIFIED STL. PLATES IN
THIS DETAIL)
ter .50 ? ";Li ��' g�
G'i„JILDNNI '��Aflri,l
� 01_P-r.
'!UC T URAL SECT10t,,
JV
TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM
TO THE STRUCTURAL REQUIREMENTS OF F.B.r,) T2010,r,I,ATEST
REVISIONS, INCLUDING SECTIONS PERT INING. TO J-i.V.H.Z.
ENGINEER OF RECORD HEREBY EXP
RESERVES HIS COMMON LAW C IGHC
AND OTHER PROPERTY RIG IN THES:,�.,
PLANS. THIS DESIGN AND D INGS
NEITHER TO BE REPRODUCED, CO ED, NOFt
CHANGED IN ANY FORM OR MANNER WHAT -- :t) XLEXAWIR ROCS E �
SO EVER NOR ASSIGNED TO ANY PARTY
WITHOUT FIRST OBTAINING THE EXPRESS ' - FLre&J J ift?33c. i, :` ROCHELL ENGINEERING, INC
WRITTEN PERMISSION AND CONSENT OF a hllane f \� + �? STRUCTURAL' CONSULTING ENGINEERS
ROCHELL ENGINEERING, INC. coFaf Gwen, Flortt�a: 1> CERT. OF AUTHORIZATION No: 27054
Co .305. 5.>Fd49� F P6 9
Fdesign y, inc.
2750 NW 3RD AVE STE 23
MIAMI FLORIDA, 39127
TEL (305) 531 -8688
FAX (305) 531 -4554
# AA 26001595
# IB 26000969
These design drawings are
the exclusive copyright of
blue, a design company,
inc. These drawings and
plans are prepared solely
for use with this project
and are not to be
disseminated for use by
any other individual or
:ntity or any other project
without the written
company, inc.
CONMATANT
CLIENT / PRWECT ADDRESS
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