13-1379-012TOP
OF SLAB BEAM
2 "CLR.
EL.
= SEE PLAN
' . '• .
e
OPENING TO BE BLOCKED INFILLED (M.I.P.)
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Q
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W
CO
0
_J
NO OFFSET FOR #5
CONC. BEAM
_
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e
& #6 BARS
Q
PROVIDE STD. 90'
0
:�i
ADD 4 TIES
HOOK ® COLUMN
p
04" O.C.
TERMINATION
<. •
TIES AS SHOWN ON
e
COLUMN DETAILS OR
°
COLUMN SCHEDULE
'e
T_
4 d
DOWELS SAME SIZE
e
& QUANTITY AS
COL. VERT. REINF.
CONCRETE SLAB
a U,J
<,
(REFER TO
PLAN)
'
(TYP.)
a
°••
1/2 " PREMOLDED
a , , .
JOINT FILLER (TYP.)
/`TOP
OF SLAB
.
EL.
= SEE PLAN
<
���EFVER/ BARREN NOTES)
HELP 0 SE FOUNDATION \\ •• ° i j TYP.) PLAN
j, ° ° • CONCRETE
FOUNDATION
(REFER TO PLAN)
��Z /LLK 2" SIDE
CLEAR (TYP.)
TYP. CONC. COLUMN DETAIL
SCALE: 3/4" = 1' -0"
INSTALL #3 DOWELS x 024" O.C. (EA.
DIRECTION) x 6" LONG W/ STD. HOOK
DRILL & EPDXY GROUT DOWELS A MIN.
OF 3" INTO LOWER SLAB
TOP OF SLAB
EL. = +0' -0"
X - X T --X, n'X X
ROUGHEN PREVIOUSLY
POURED CONC. SURFACE
—X'° _
PREVIOUSLY POURED
CONC. SLAB —ON —GRADE
NOTE:
ALL SPECIFIED EPDXY ADHESIVE
MATERIAL SHALL BE "SET
EPDXY -TIE" EPDXY
MANUFACTURED BY SIMPSON
STRONG -TIE CO. UNDER FL
11506.4 PRODUCT APPROVAL
�— WELL COMPACTED
SOIL BASE
CONN. SLAB -ON -GRADE OVER EXIST. DET.
SCALE: ;Y4' = 1' -0"
INTERIOR
HORIZONTAL JOINT REINF.
.-1 "x5 "x16 GA CORRUGATED / AT 16" O.C. VERTICALLY
ANCHORS ® 16" VERTICALLY,
W /Y4 "0 TAPCON W/1 ;Y4"
PENETRATION INTO EXISTING CMU
(TYP. EA. SIDE)
#4 VERT. REINF. IN MASONRY UNITS -
GROUTED CELLS. DRILL & TO BE REINF. AS
EPDXY GROUT A MIN. 6" PER PLAN
INTO EXIST. TIE -BEAM &
FOUNDATION (TYP.) EXTERIOR
MASONRY INFI
SCALE: -Y4' = 1' -0"
FASTEN TO EXIST. ROOF
RINGSHANK FRAMING W /10Dx11h"
NAILS ® 3" O.C. FROM CORNERS
& ® 8" O.C. REMAINING (TYP.)
EXIST. PLYWOOD SHEATHING
(TO REMAIN)
FASTEN 3X6 WD. BLOCKING TO EXIST.
WD. RAFTER W /16D RINGSHANK NAILS
® 6" O.C. (STAGGERED) (TYP AT
SKYLIGHT PERIMETER)
NOTE:
ALL SPECIFIED EPDXY ADHESIVE
MATERIAL SHALL BE "SET
EPDXY -TIE" EPDXY
MANUFACTURED BY SIMPSON
STRONG -TIE CO. UNDER FL
11506.4 PRODUCT APPROVAL
EXIST. COLUMN/
MASONRY WALL
(TYP.)
ETAIL B
(REFER TO ARCH. DWGS
REMOVE ANY EXISTING PLYWOOD
SHEATHING @ LOCATION OF NEW
SKYLIGHTS (REFER TO PLAN)
'3KYLIGHT CONNECTIO
SCALE: ;Y4' = 1' -0"
d e ° d° e < a
e ° e n
. ° ° we de . e ° ed e <
e a °d ,
dee 4 • < < ed °° p < e° , • n d ° <
a d e< d °
° ° e
e ° e
d d M c
a 04
`
°°
3" 12"
f d e< da
AX. (MAX.) I ,
e• <Q N 1-:1 L V4"0 TAPCON (TYP.) a
d ¢ (EMB. = 1 -Y4") d
. °
• e
< d <
a ° <
9
e
a ed n 2 x
N Q
° � v
a
4
d
d
.1y m
74"
MIN.. EMP.
ITYP. )d e a
d d a
° • ° e < °e d
d e d
Y4" MAX THICKNESS °
P.T. WD. BUCKS MASONRY OPENING °
d (REFER TO PLAN) °
VERTICAL REINF. IN BLOCK CELL
FILLED WITH CONC. OR CONC. COL. MASONRY WALL
(REFER TO PLAN) (REFER TO PLAN)
�u
MASONRY OPENING
"M
DOOR & WINDOW BUCK DETAIL
SCALE: 1'A" = 1'—
PROVIDE SELF FLASHING
SKYLIGHT W/ POLYCARBONATE
DOMES (COORDINATE W/ ARCH.
DINGS, NOA #12- 1019.16)
ALL JOINTS BETWEEN FLASHINGS ARE
TO BE WATERPROOFED & SEALED
(TYP. AT OPENING PERIMETER)
— PROVIDE 3x6 WD. BLOCKING @ ENDS
FAST. W/'NU —VUE" AB7 ANGLE CLIPS
W /(4) -10Dx1 Li" NAILS EA.
CONNECTION PER NOA # 08- 0325.02
(TYP. EA. CONNECTION)
EXIST. WD. RAFTERS
(TO REMAIN)
EXIST. WD. RAFTERS
(REFER TO PLAN)
('%� -�f 0r
IIUIL- 80U 7.
pp G
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TO THE BEST OF MY KNOWLEDGE THESE PLANS - CONFORM
TO THE STRUCTURAL REQUIREMENTS OF,F.B.P.,L2��10,.LATEyST,.:
REVISIONS, INCLUDING SECTIONS PEf�T ING;, QI,Y�,2•,�
s
ENGINEER OF RECORD HEREBY EXPR • • " •� �.Z "• '
RESERVES HIS COMMON LAW HT
AND OTHER PROPERTY RIGHTS THESE �'` <•,
PLANS. THIS DESIGN AND DRAWINGS ARE
NEITHER TO BE REPRODUCED. COPIED. NOR F
CHANGED IN ANY FORM OR MANNER WHAT •+0 'ALEdiQlh�_ �QCuE
SO EVER NOR ASSIGNED TO ANY PARTY, °� N�
WITHOUT FIRST OBTAINING THE EXPRESS- O • °.FL�'�P,�(5Q7�y . ,. ROCHELL-ENGINEERING, INC
WRITTEN PERMISSION AND CONSENT OF • 20649 Ay4r►uC� v` STRUCTURAL CONSULTING ENGINEERS
ROCHElL ENGINEERING, INC. Co b Flo do * �,, CERL O AUTHORIZATION No. 27054
TEL 3° MA`%_ 30��181149
2750 NW 3RD AVE STE 23
MIAMI FLORIDA. 33127
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
entity or any other project
without the written
company, inc.
CONVJLTAW
CLIENT/ P2 MCr ADDWS6
U
w
L --
-- 1- --
OIE
—
O�OI
- -� - -J
EXIST.
OPENING TO BE BLOCKED INFILLED (M.I.P.)
#4 VERT. REINF. IN MASONRY UNITS -
GROUTED CELLS. DRILL & TO BE REINF. AS
EPDXY GROUT A MIN. 6" PER PLAN
INTO EXIST. TIE -BEAM &
FOUNDATION (TYP.) EXTERIOR
MASONRY INFI
SCALE: -Y4' = 1' -0"
FASTEN TO EXIST. ROOF
RINGSHANK FRAMING W /10Dx11h"
NAILS ® 3" O.C. FROM CORNERS
& ® 8" O.C. REMAINING (TYP.)
EXIST. PLYWOOD SHEATHING
(TO REMAIN)
FASTEN 3X6 WD. BLOCKING TO EXIST.
WD. RAFTER W /16D RINGSHANK NAILS
® 6" O.C. (STAGGERED) (TYP AT
SKYLIGHT PERIMETER)
NOTE:
ALL SPECIFIED EPDXY ADHESIVE
MATERIAL SHALL BE "SET
EPDXY -TIE" EPDXY
MANUFACTURED BY SIMPSON
STRONG -TIE CO. UNDER FL
11506.4 PRODUCT APPROVAL
EXIST. COLUMN/
MASONRY WALL
(TYP.)
ETAIL B
(REFER TO ARCH. DWGS
REMOVE ANY EXISTING PLYWOOD
SHEATHING @ LOCATION OF NEW
SKYLIGHTS (REFER TO PLAN)
'3KYLIGHT CONNECTIO
SCALE: ;Y4' = 1' -0"
d e ° d° e < a
e ° e n
. ° ° we de . e ° ed e <
e a °d ,
dee 4 • < < ed °° p < e° , • n d ° <
a d e< d °
° ° e
e ° e
d d M c
a 04
`
°°
3" 12"
f d e< da
AX. (MAX.) I ,
e• <Q N 1-:1 L V4"0 TAPCON (TYP.) a
d ¢ (EMB. = 1 -Y4") d
. °
• e
< d <
a ° <
9
e
a ed n 2 x
N Q
° � v
a
4
d
d
.1y m
74"
MIN.. EMP.
ITYP. )d e a
d d a
° • ° e < °e d
d e d
Y4" MAX THICKNESS °
P.T. WD. BUCKS MASONRY OPENING °
d (REFER TO PLAN) °
VERTICAL REINF. IN BLOCK CELL
FILLED WITH CONC. OR CONC. COL. MASONRY WALL
(REFER TO PLAN) (REFER TO PLAN)
�u
MASONRY OPENING
"M
DOOR & WINDOW BUCK DETAIL
SCALE: 1'A" = 1'—
PROVIDE SELF FLASHING
SKYLIGHT W/ POLYCARBONATE
DOMES (COORDINATE W/ ARCH.
DINGS, NOA #12- 1019.16)
ALL JOINTS BETWEEN FLASHINGS ARE
TO BE WATERPROOFED & SEALED
(TYP. AT OPENING PERIMETER)
— PROVIDE 3x6 WD. BLOCKING @ ENDS
FAST. W/'NU —VUE" AB7 ANGLE CLIPS
W /(4) -10Dx1 Li" NAILS EA.
CONNECTION PER NOA # 08- 0325.02
(TYP. EA. CONNECTION)
EXIST. WD. RAFTERS
(TO REMAIN)
EXIST. WD. RAFTERS
(REFER TO PLAN)
('%� -�f 0r
IIUIL- 80U 7.
pp G
_ _a
CD
i
0
n
La
W�
_,
_1t Pam
0
A
U
TO THE BEST OF MY KNOWLEDGE THESE PLANS - CONFORM
TO THE STRUCTURAL REQUIREMENTS OF,F.B.P.,L2��10,.LATEyST,.:
REVISIONS, INCLUDING SECTIONS PEf�T ING;, QI,Y�,2•,�
s
ENGINEER OF RECORD HEREBY EXPR • • " •� �.Z "• '
RESERVES HIS COMMON LAW HT
AND OTHER PROPERTY RIGHTS THESE �'` <•,
PLANS. THIS DESIGN AND DRAWINGS ARE
NEITHER TO BE REPRODUCED. COPIED. NOR F
CHANGED IN ANY FORM OR MANNER WHAT •+0 'ALEdiQlh�_ �QCuE
SO EVER NOR ASSIGNED TO ANY PARTY, °� N�
WITHOUT FIRST OBTAINING THE EXPRESS- O • °.FL�'�P,�(5Q7�y . ,. ROCHELL-ENGINEERING, INC
WRITTEN PERMISSION AND CONSENT OF • 20649 Ay4r►uC� v` STRUCTURAL CONSULTING ENGINEERS
ROCHElL ENGINEERING, INC. Co b Flo do * �,, CERL O AUTHORIZATION No. 27054
TEL 3° MA`%_ 30��181149
2750 NW 3RD AVE STE 23
MIAMI FLORIDA. 33127
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
entity or any other project
without the written
company, inc.
CONVJLTAW
CLIENT/ P2 MCr ADDWS6
U
w
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