24-0" A.F.F.
---GROUT & REINFORCING
WHERE REQUIRED
- - - - - - - - .032 PRE-FINISHED MTL.
COPING CAP W/ WIND
CLIPS@ 18" O.C.
-
TOP/CMU PARAPET
---TERMINATE HORIZONTAL
JOINT REINFORCEMENT AT
CONTROL JOINT
- 2x PT TOP PLATE W/ 'J' BOLT
@48" O.C.
" - - - - - - K.0 . BLK. (SEE STRUCT. DWGS.)
' - - --
PNT. 2" EIFS EXTERIOR - - -~
FINISH SYSTEM ON 40 MIL
PEEL & STICK ON 5/8" COX
PLYWOOD ON 6" MTL. STUDS
@ 24" O.C. ON 8" CMU
----BUILDING PAPER
=
-1
. - - - - - - -FULLY ADHERED 60 MIL TPO
ROOFING SYSTEM
RUN OVER ROOF PARAPET
---GROUT FILL
CONT GALV - -- ~
MTL. FLASH ING
1
A450
~ /
/
I
CAULK & BACKER ROD - - -
TOP/CMU PARAPET
NOTE: STRUCTURAL ELEMENTS
MAY VARY. AN DARE SHOWN FOR
ILLUSTRATION ONLY
"\
"
MASONRY CONTROL JOINT
NTS
\
--~-_.;
"---- - - - G A L V . MTl. TERMINATION BAR
~
PNT. 7/8" STUCCO ON 40 MIL PEEL & STICK ON 5/8" COX
PLYWOOD ON 3-5/8" MTL.
STUDS @24" O.C. ON 8" CMU
60 MIL TPO ROOFING SYSTEM
ON 3" POLY-ISO ON 1/2" FIBER
BOARD (R-19 MIN.) ON GALV.
METAL DECK
=
w
~ 13'-4" A.F.F.
>0
±14'-0" A.F.F.
8.0 . BUMP-OUT
z<(
BOX BEAM - - -- -
8x8 .032 PRE-FINISHED
ALUM. GUTTER
6x6 .032 PRE-FINISHED
ALUM. DOWNSPOUT
PNT. 2-1/2" EIFS EXTERIIGR, - - - - - - -,.C
FINISH SYSTEM ON 8" CMU
GALV. MTL. FLASHING
l
PRE-ENGINEERED
MTL. CANOPY
PNT. 7/8" STUCCO ON 40 MIL - -PEEL & STICK ON 5/8" COX
PLYWOOD ON 3-5/8" MTL.
STUDS @ 24" O.C. ON 8" CMU
PNT. 5/8" STUCCO
ON 8"CMU
=a=arnsrn
REFER TO STRUCTURAL DWGS.
sm, =>rnITTs
REFER TO STRUCTURAL DWGS.
~ - JOIST POCKET
-REFER TO STRUCTURAL
- - CONG . TIE BEAM
REFER TO STRUCTURAL DWGS.
~ - CONC . TIE BEAM
REFER TO STRUCTURAL DWGS.
~
1n- -i-- - - - - --
PRE-CAST CONG. LINTEL - f - -tr;t~;;;;J.14=-l='.,=='.':'.':~ - ~ ~7~
·-4~"~A~.F~.F~.~
B.O. LINTEL
>
.....J
C")
<{
co O
zO
<{ .....J
" u._
0
<{
Na_
C") ~
"'-I"
~
(9
- - JOIST POCKET
-REFER TO STRUCTURAL
'----- 5/8" TYPE 'X' GWB ON 1-1/2" 25
GA MTL. FURRING@ 16" O.C. ON
1-1/2" R-7.5 RIGID BOARD
INSULATION
PRE-FINISHED
MTL. RAIN HOOD
l
isl=-'§'S
Sheet Title
~ 10'-0" A.F.F.
~ - - CONG. TIE BEAM
REFER TO STRUCTURAL DWGS.
......
......
. c.o
O C")
~ 0>- -0::
±14'-8" A.F.F.
IJ -
T.O. CMU
1-
JOIST BEARING
T.0. BUMP-OUT
,-- -u
60 MIL TPO ROOFING SYSTEM
ON 3" POLY-ISO ON 1/2" FIBER
BOARD (R-19 MIN.) ON GALV.
METAL DECK
1/4" PER FOOT SLOPE
14'-0" A.F .F.
5/8" TYPE 'X' GWB ON 1-1/2"
25 GA MTL. FURRING@ 16"
O.C. ON 1-1/2" R-7.5 RIGID
BOARD INSULATION
--
1/4" PER FOOT SLOPE
±14'-8" A.F.F.
JOIST BEARING
<(
~ - CANT STRIP
,---- CANT STRIP
60 MIL TPO ROOFING SYSTEM
ON 3" POLY-ISO ON 1/2" FIBER
BOARD (R-19 MIN.) ON GALV.
METAL DECK
1/4" PER FOOT SLOPE
f,o--- f - --
_J
,---- STUCCO J-STOP & CONT.
GALV. MTL. FLASHING
CANT STRIP
1/4" PER FOOT SLOPE
L-- - - - - FULLY ADHERED 60 MIL lPO
ROOFING SYSTEM
.--- - - - - FULLY ADHERED 60 MIL TPO
ROOFING SYSTEM
i",=-Eil
~
e
Project Name
EXTERIOR WOOD - - -CLADDING SYSTEM
~ -
STEEL BAR JOISTS
REFER TO STRUCTURAL
DWGS.
5706 S. MacDill Ave. /Ste. A
Tampa, Florida 33611
813.251.2190
AA26000662
IJ
=
CONT. GALV. - -MTL. FLASHING
HARTMANN
architecture inc.
~ -----FULLY ADHERED 60 MIL TPO
ROOFING SYSTEM
RUN OVER ROOF PARAPET
=
~ - - - - -FUUY ADHERED 60 MIL TPO
ROOFING SYSTEM
RUN OVER ROOF PARAPET
5
GALV. MTL. DRIP EDGE
19'-8" A.F.F.
T.O. BUMP-OUT
\
- 2x PT TOP PLATE W/ 'J' BOLT
,_jJ:--------- - - - K.O. BLK. (SEE STRUCT. DWGS.)
GALV. MTL. TERMINATION BAR
~
I - - - - - - FUUY ADHERED 60 MIL lPO
ROOFING SYSTEM
PNT. 2-1/2" EIFS EXTERIOR FINISH SYSTEM ON 8" CMU
60 MIL TPO ROOFING
SYSTEM ON 3" POLY-ISO ON
1/2" FIBER BOARD (R-19 MIN.)
ON GALV. METAL DECK
-
\
;::!il1 - - - - - - -- --
21'-4" A.F.F.
TOP/CMU PARAPET
- - -- - - K.O . BLK. (SEE STRUCT. DWGS.)
\
SCALE
- - .032 PRE-FINISHED MTL
COPING CAP W/ WINO
CLIPS@ 18" O.C.
~ --+\---:;;;~== =mY-~~~WAJ1§t!i!¥1R
I
I
\
19'-4" A.F.F.
'
-
- - - - - .032 PRE-FINISHED MTL.
COPING CAP W/ WIND
CLIPS @ 18" O.C.
8.0. LINTEL
'----- 5/8" TYPE 'X' GWB ON 1-1/2" 25
GA MTL. FURRING@ 16" O.C. ON
1-1/2" R-7.5 RIGID BOARD
INSULATION
5/8"TYPE 'X' GWBON 1-1 /2"25
GA MTL. FURRING@ 16" O.C. ON
1-1/2" R-7.5 RIGID BOARD
INSULATION
n----------
CLEAR ANODIZED STOREFRONT
IMPACT RATED
CLEAR ANODIZED STOREFRONT
IMPACT RATED
WALL SECTIONS
Revisions
6
6
6
6
___ _____ _
_ ____ ___ _
_ _______ _
___ ______
State Registration
Richard Hartmann AIA, LEED AP
City of Tampa
AR009622
CONSTRUCTION SERVICES DIVISION
PLAN APPROVAL
Mar 08, 2017
THIS SET OF PLANS MUST BE KEPT ON
THE JOB AT ALL TIMES
It is unlawful to make changes or
alterations without written approval
from the City of Tampa Construction
Services Division.
The Stamping of this plan shall not be
held to permit or approve the violation
of any City or State Codes
REVIEWED FOR CODE COMPLIANCE
To the best of the knowledge of ttie architects & engineers , said plans
and.specifications comply with the applicable building codes and
minimum fire safety standan:ls
Project Number
16033
112" EXPANSION JOINT
SPREAD FOOTING
REFER TO
STRUCTURAL
DRAWINGS
, .~ . (-""f·,....~
f"c-1.,":"
e
I
CONCRETE SIDEWALK
CONCRETE SIDEWALK \
~ - - SPREAD FOOTING -REFER
TO STRUCTURAL DRAWINGS
FOR MORE INFO.
CONCRETE SIDEWALK \
2'
. -.,-.
. c'/ r t ~ .t, - - ~ - ;~ T ;ffli:~Oj['-0)\j"F
0'-0"
'
. ~
}
•
10:/~~B
.
WALL SECTION
SCALE
3/4"=1 '-0"
-I
I
I 1==111==11 1==1 11--11 1==11 '--:__1i I
1-111==11 1- 11 1111=-i1 l~l :::::1, 1:_1.---111·.·:.· ...·.:. II Il l 1-~
I ·..\. ·..- ." '.'. ·, •.. 11 1--1
_L- 1
__ ·__
111 ;·' ,_____
1 1111 111 111 11
-1 11-111-111-11 1
I
1
I I
·I I ,
I I I
1
4
WALL SECTION
SCALE
3/4"= 1'-0"
3
I
-
.
1-
I
r
2'
I\
I
•
TO STRUCTURAL DRAWINGS
FOR MORE INFO.
Checked By
~
SLOPE
1
... -11-,:: -----------~
-111 I
II ....... ·, . .. .,,_.1 11
11 1_· . _· _· 111::
11 . 111 .1 11 11 1--. I
·
Drawn By
l~ ,,..++l-+~=- ---1-, ~ - - SPREAD FOOTING -REFER
CONCRETE SIDEWALK \
~ - - SPREAD FOOTING -REFER
TO STRUCTURAL DRAWINGS
FOR MORE INFO .
SLOPE
SLOPE
SLOPE
~ - - 1/2" EXPANSION JOINT
, , - - - - 1/2" EXPANSION JOINT
- - - 1 / 2 " EXPANSION JOINT
RJH
-1:J'
1=-1~~Ii:
Scale
AS NOTED
1 111- 111-11 1 r'-'1---.'11--~ ~--,'-'
=I~ I II==; 1=-111=-111==1 Il==III==' 11 1-111ll·,.··. ·:·:· . 1_1 1
. =--,_:1=
1
1
1
I-=
. .. ,. ·.. i i
11 1~ ·. ~ :_ 111::
__ n::
-I
I:1.. .111 .111-. 11 1 ,I
_-~111 __ .111~
=
I
I -
• ·•
• ••. ~
Issue Date
e
e
12.02.16
•~ •
Sheet Number
I ,
WALL SECTION
SCALE
3/4"=1'-0"
2
WALL SECTION
SCALE
3/4"=1 '-0"
1
A310