312 W 1 St 02-1928 Plans Canopy Federal Trust Banki
I
" CONTINUOUS
NUOUS
2-PLY MODIFIED -
BITUMEN ROOFING
TYPE "F" OR "B"
DECK 1-1/2" META
IOKI BAR JOIST
AT 48" O.C.
LINE OF SOFFIT
CORRUGATED DECK TS 6" x 3" x 1/4"
T5 6" x 3" x 1/4" AT 48" O.G. -
OUTLOOKER AT 30# FELT
24" O.C.
CONT. 1/4" THK. -
STEEL 12" WIDE
1/2" EXTERIOR GRADE --- -------- - -
PLYWOOD SHEATHING
2
A4
TS6"x3"x1/4"
AT 48" O.C. STANDING SEAM
2" x 2" x 1/4"4 METAL ROOF
FRMG 24" O.C.
2" x 2" x I/4"14
FRMG 24" O.C.
T
T5 b" x 3" x 1/4"
AT 48" D.C.
CORRUGATED DECK
O# FELT TS b" x 3" x 1/4"
OUTLOOKER AT
TYP- pa' 1" TH. CEM. -�
I PLAST., TYP.
I" TH. CEM.
PLA5T., TYP, I 2 SHEETS 3/8" EXTERIOR
I I
GRADE PLYWOOD SHEATHING
1/2" EXTERIOR GRADE
PLYWOOD SHEATHING �— 1" TH. CEM. PLAST. OVER '
i,,-O„ 1O„ —v I I
PAPERBACKED DIAMOND
MESH LATH OVER
EXT. GRADE PLYWOOD
SHEATHING OVER CURVED
ALUMINUM FLASHING b" x 3" x i/4" T.S. SUPPORT 1
AS REQUIRED -- -- __ -- .. _.. -.-..-_..___' _1 I`--.....__..--
1 1V I I
I I -
EDGE OF -- --
CURVED EAVE
CANT STIRIP-� 1 1 18 GA METAL STUD
—IS GA METAL STUD
FRAMING AT 24" O.C.
FASTEN USING 3/Ib"
SELF TAPPING SCREWS
2'-3!!
I'-O"
T.S. b" x 6" x 3/8"
STEEL COLUMN
WRAP POST WITH
1/4" EXPANSION
JOINT MATERIAL
4'_3"
FRAMING AT 48" O.C.
FASTEN USING 3/I4"
-------�_.... ------ —_... - -.— -- - — --- SELF TAPPING SCREWS—
I I
I I I I
I I I I
I 1
I I I
I I I I
W14x34 W14x34
---------------------------
WI4x34 BEAM BETWEEN
---t7
-- -- VERTICAL STEEL COLUMNS --
3" x 3" x 1/4"4
CLIP
I" AS CEM. I" TH. CEM.
-- -- PLT., TYP. PLAST., TYP,
I" THK CEMENT PLASTER
ON 12" CONCRETE BLOCK A4
ENTRY CANOPY SECTION
SCALE: 3/4""=I'-0"
2'-O"
1-#5 IN EACH CORNER
GROUTED SOLID (TYP)
8" CONCRETE BLOCK
FOR PLANTER SHELF
00
12" CONCRETE BLOCK - i" THK CEMENT PLASTER I" THK CEMENT PLASTER
WITH MASONRY INFILL ON ALL 4 SIDES UP TO ON 3 SIDES UP TO 2" THK
b" PRE -CAST CONC. CONCRETE PLANTER SHELF
BULLNOSE
I/A4
SECTION 3
�/ A4
SCALE:
BRICK VENEER ON 8"
CONCRETE BLOCK
b", PRE -CAST
CONC. BULLNOSE
LINE OF SOFFIT
2'-4"
2'-O" 4„
I'-D"
A4
Q
I
3 �
A4
17 24" O.C.
CONT. I/4" THK.
STEEL 12" WIDE
- ------------ 1/2" EXTERIOR GRADE
PLYWOOD SHEATHING
I
I
I" TH. CEM.
PLAST., TYP.
1/2I EXTERIOR GRADE
PLYWOOD SHEATHING
10" 1'-O"
I
I
i
-- EDGE OF
I CURVED EAVE
I I
00
I I
I I
I I
I I
I
I I
I I 1 II
I I
PT 2X6,
TYP.
I I
II
I!, M
6'
I
V-
cv
4- I" TH. CEM.
PLAST., TYP.
1'-6" --
BRICK VENEER ON 8"
CONCRETE BLOCK
TS 6" x 3" x 1/4"
504 FELT
STANDING SEAM
METAL ROOF
CORRUGATED DECK
1" THK. CEM.
PLAST.
CONT. 1/4" THK.
STEEL 12" WIDE
I
I
b" ALUM. y=
GUTTER
I
2 SHEETS 3/8 EXTERIOR
GRADE PLYWOOD SHEATHING
N " "
FRMG AT 24" O.C.
(TYPICAL)
PRE -FINISHED TS b" x 3" x 1/4"
ALUM. FASCIA
I
II '
� I
CONT. P.T. 2" x 10" I" CEM. PLAST. OVER 1/2" EXT.
FASCIA BOARD =___= GRADE PLYWOOD SHEATHING
ON 18 GA. METAL STUDS
ZII
A4 --- ►n I W14x34 �j
=_------------
x 3" x 1/4"4 W14x34 BEAM BETWEEN
PT 2X6, CLIP VERTICAL STEEL COLUMNS
TYP. J.
18 GA. METAL STUD
FRAMING AT 48" O.C.
FASTEN USING 3/I4"
SELF TAPPING SCREWS
(TYPICAL)
A4
P•-
1
a-
BRICK VENEER ON 8"
CONCRETE BLOCK
12" CONCRETE BLOCK - i" THK CEMENT PLASTER I" THK CEMENT PLASTER
WITH MASONRY INFILL ON ALL 4 SIDES UP TO ON 3 SIDES UP TO 2" THK
b" PRE -CAST CONC. CONCRETE PLANTER SHELF
BULLNOSE
I/A4
SECTION 3
�/ A4
SCALE:
BRICK VENEER ON 8"
CONCRETE BLOCK
b", PRE -CAST
CONC. BULLNOSE
LINE OF SOFFIT
2'-4"
2'-O" 4„
I'-D"
A4
Q
I
3 �
A4
17 24" O.C.
CONT. I/4" THK.
STEEL 12" WIDE
- ------------ 1/2" EXTERIOR GRADE
PLYWOOD SHEATHING
I
I
I" TH. CEM.
PLAST., TYP.
1/2I EXTERIOR GRADE
PLYWOOD SHEATHING
10" 1'-O"
I
I
i
-- EDGE OF
I CURVED EAVE
I I
00
I I
I I
I I
I I
I
I I
I I 1 II
I I
PT 2X6,
TYP.
I I
II
I!, M
6'
I
V-
cv
4- I" TH. CEM.
PLAST., TYP.
1'-6" --
BRICK VENEER ON 8"
CONCRETE BLOCK
TS 6" x 3" x 1/4"
504 FELT
STANDING SEAM
METAL ROOF
CORRUGATED DECK
1" THK. CEM.
PLAST.
CONT. 1/4" THK.
STEEL 12" WIDE
I
I
b" ALUM. y=
GUTTER
I
2 SHEETS 3/8 EXTERIOR
GRADE PLYWOOD SHEATHING
N " "
FRMG AT 24" O.C.
(TYPICAL)
PRE -FINISHED TS b" x 3" x 1/4"
ALUM. FASCIA
I
II '
� I
CONT. P.T. 2" x 10" I" CEM. PLAST. OVER 1/2" EXT.
FASCIA BOARD =___= GRADE PLYWOOD SHEATHING
ON 18 GA. METAL STUDS
ZII
A4 --- ►n I W14x34 �j
=_------------
x 3" x 1/4"4 W14x34 BEAM BETWEEN
PT 2X6, CLIP VERTICAL STEEL COLUMNS
TYP. J.
18 GA. METAL STUD
FRAMING AT 48" O.C.
FASTEN USING 3/I4"
SELF TAPPING SCREWS
(TYPICAL)
A4
P•-
1
a-
BRICK VENEER ON 8"
CONCRETE BLOCK
I�
<z z
0) J
:r M I I
z
cr
go
T
��
r
k 5 6
ry N ILA.0
�r�
(n O .
1 1.
a- a-
j�,. Z
ul
H U
nO„Vrrr
LA
O.' a-��
r r
$� Q
cc4a5um!=
O
I N
O
F II
a�
0
ti
W
W
4�� t• W /R
{
L®
3 '
�V0
® ® cc
V
02® 0
z
W_zr-
-i z O
(0 wu
4 ud
� JQ
PRE -CAST
CONC. BULLNOSE`'--'�" I=-
v
aANPOAr) OUIMING Dr= ".
THESE PLANS ARE REVIEWED AND CONDITIONAL ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL 8
CONSTRUED 70 OF LICENSE TO PROCEElJ WI"Ljj
THr WORT( AND NOT AS AU rHC)RITY Td VIOLATE,
CANCEL, ALTER, OR SET ASIDE ANY OF THE
FROVISIONS OP THE TECHNICAL QO NOR SHALL
IS`•+U+aNCE OF A PERM'(' PREVENT'IHE QUILDING W
EF'7 FI;OM Tf1EZEA='TF-R REQUIR`kNG A CORREC-
ION OF ERRORS ON THE PLANS. CANSTRUCT10(4
C)R OTHER VIOLATIONS OF THE C6)pw. n
O
ova F
z
1" THK CEMENT PLASTER I THK CEMENT PLASTER FICE-1-1, COPY
ON 8" CONCRETE BLOCK ON 12" CONCRETE BLOCK
o
ENTRY CANOPY I TION
SCALE: 3/+.77 ;_0„ I o
2'-4" I" THK: CEM. PLAST. 18 GAUGE METAL 3'-4" rlr
(TYPICAL) WI4x34 STUD FRAMING
AT 48" O.C. (TYP) OVERALL a
2'-a" 4„
8" CONCRETE <
I -
BLOCK � W
I -sty IN EACH CORNER I'-�O" i.-3t5 IN EACH CORNER a� °
GROUTED SOLID (TYP) GROUTED SOLID (TYP) CONCRETE BLOCK
II ;P._ _�; COLUMN (BELOW) BRICK VENEER ON 8" in o
CONCRETE BLOCK W
x b" x 3/8": STEEL COLUMN - '-=- b,l x 6" x /8"
WRAP .P.D5:T; WITH I/4" EXPANSION
:T,S.; b" x b" x 3/8" --
JOINT MATERIAL STEEL COLUMN STEEL GOLUMN mi ® z
A BELOW Z WRAP POST WITH
— — — I 1/4" EXPANSION 4"X4" HIGH -DENSITY, ---c> �' m
" JOINT MATERIAL
T — PRE -CAST CONC. ■� w
2'-2" x 2'-4" x 2" THK BULLN05E to "'
CONCRETE PLANTER
— — — — l SHELF
FOR; URN ". T � �
S 3 1/2" EXTERIOR GRADE W14x34 W ® w 3!, v PLYWOOD SHEATHING 3'
<' (TYPICAL} ® LL U
I" THK CEMENT;PLASTER THK CEMENT PLASTER I" THK CEMENT PLASTER
ON 8" CONCRETE BLOCK ON 8" CONCRETE BLOCK ON ALL 4 51DES UP TO o
b" PRE -CAST CONC. V.
�y BULLN05E ;}
LL a' c
18 GAUGE METAL
— — — — — — — 7714.�"; �k e STUD FRAMING 1-#5 IN EACH CORNER
w I jj
p
8" CONCRETE
BLOCK (TYP)
BRICK VENEER ON 8"
CONCRETE BLOCK 6" PRE -CAST
CONC. BULLNOSE
SECTION I/A4
2/A4
SCALE: 3/4""=1'—O"
I" THK CEMENT PLASTER
ON 12" CONCRETE BLOCK
V, HIGH -DENSITY, PRE -CAST
CONC. BULLNOSE
2'-2" x 2'-4" x 2" THK
-----y CONCRETE PLANTER
I SHELF FOR URN
�v
-i 2'-O"
�4
4
A4
a
2" �
= cv 3
1 N A-
CONCRETE
BLOCK (TYP)
BRICK VENEER ON 8" —I
CONCRETE BLOCK
SECTION 5 a A4
SCALE:
V
1'-6"
SECTION ` 2 A4
SCALE: 3/4""=1'-O" A�
,
cc o�
12° CONCRETE BLOCK DRAWING NO. o
WITH MASONRY INFILL o
A4
CTION .� /A4 ;
4^ 2 AA4 JOB NO.
SCALE: 3/4 A'�` c
1116
4
4 3/4" ALUM.
DRIP FLASHING
2-PLY MODIFIED
CANT STRIP
2" TAPERED
BITUMEN ROOFING
2x CONT.
INSULATION TYPE
"F" OR "B"
4" x 4" x 1/4"
TOP OF PARAPET
22GA.
1-1/2" METAL
CONTINUOUS
DECK
PT 2X81.
El
%
3X3X14 GA ��
IOKI BAR JOIST
AT 48" O.C.
SAND FIN., OVER
PAPERBACKED in
W14x34
DIAMOND MESH !
a-
„ x 1/4„
LATH OVER 1/2" -
CONTI„ NUOUS
3 5/8" 18
GA MTL. STUD
PT PLYWD.
BOTT. OF STL.
FRAMING
a 24" O.C. FASTEI
USING 3/If.' SELF -TAPPING
SCREWS
PT 2X4 'v
--
2"
CONT. VENT -A
3 3X14 GA
1/2" CEM. PLAST.
-
SAND FIN., OVER
= --
- -
PAPERBACKED
DIAMOND MESH
JN
LATH OVER 1/2"
PT PLYWD.
--
VINYL CORNER
BEAD, YP.
1'-6"
3"
I
Q
4 3/4" ALUM.
DRIP FLASHING\
2x CONT.�
PARAPET
TOP OF
—�
CPT 2X8OD
3x3
14 GA$
1/2" CEM. PLAST.-
SAND FIN., OVER
in
PAPERBACKED „
I
DIAMOND MESH I-
°-
-
LATH OVER 1/2"
BOTT. OF STL. in
PT PLYWD.
PT 2X6
19
=
3x3xl4 GA4
V I ND�1.__
BEND;
CANT STRIP
2-PLY MODIFIED
4" x 4" x 1/4"4 BITUMEN ROOFING 2" TAPERED
CONTINUOUS INSULATION
BOTTOM CHORD TYPE "F" OR "B"
EXTEN5ION AT 22GA. 1-1/2" METAL �IOKI BAR JOIST
POST DECK AT 48" O.C.__ F
W14x34
3 5/8" 18 GA M"L. STUD �3„ x 3" x 1/4"4
I
CONTINUOUS
FRAMING 9 24" D.C. FASTEN
USING 3/I6" SELF -TAPPING 3/4" CHANNELS
4SCREWS a Ib" O.C.
0--2" CONT. VENT
3 6/8" 18 GA MTL. BRC'G.
STUD, VERT., a 24" O.C.
ALONG EA. ROOF JOIST
I/2" CEM. PLAST.
-- SAND FIN., OVER
PAPERBACKED
DIAMOND LATHOVER 1/2"
PT PLYWD.
BRICK VENEER ON 8" BRICK ON 8"
CONCRETE BLOCK -�- - — CONCRETE BLOCK
— I
I I
6" PRE -CAST CONC. I — - —� �C— BULELINOSE
BULLNOSE
O
I
m
I" THK CEMENT PLASTER -J I-- I" THK CEMENT PLASTER
ON 12" CONCRETE BLOCK ,A4 ON 12" CONCRETE BLOCK
ENTRY CANOPY SECTION
SCALE: 3/4=1'-O"
4 3/4" ALUM.
DRIP FLASHING
2x CONT.
PT 2 X 8
00
L 3X3X14 GA
1/2" CEM. PLAST.—
SAND FIN., OVER
in
PAPERBACKED
„
DIAMOND MESH I�
--
LATH OVER 1/2"
a
PT PLYWD.
i4
PT 2X6 —c
G 3X3X14 GA_
cli
VINYL CORNER -/
BEAD, TYP.
CANT STRIP
x 4" x 1/4"4
CONTINUOUS
2-PLY MODIFIED -
BITUMEN ROOFING
TYPE "F" OR "B"
22GA. I-I/2" METAL
DECK II
IOKI BAR J015T--1
AT 48" O.C.
W14x22 f TI
" N „
3 5/8" 18 GA MTL. STUD CON 3NUOU5
FRAMING a 24" O.C. FASTEN
USING 3/I6" SELF -TAPPING
-- SCREWS
r2" CONT, VENT
ENTRY CANOPY SECTION
SCALE: 3/4""=1'-O"
WI4x22
3 5/8" 18 GA MTL. STUD
FRAMING a 24" O.C. FASTEN
U51NG 3/14" SELF -TAPPING
SCREWS
2' CONT, VENT--� r
1/2" CEM. PLAST.
SAND FIN., OVER
PAPERBACKED
DIAMOND MESH
LATH OVER 1/2"
PT PLYWD.
fq'-10"
tl2'-10"
L��
ENTRY CANOPY SECTION
SCALE: 3/4"=1'-O"
0
PLY MODIFIED BITUMEN
" '
�E--� BITUMEN ROOFING
TOP OF PARAPET 4" x 4 x 1/4 4 IOKI BAR JOIST TYPE F OR B
CONTINUOUS AT 48" O.C. 22GA. 1-1/2" METAL
FDECK
Oo
6" x 6" x 1/41 CONTINUOUS
FASTEN TO EXISTING BLDG
USING 1/2'0 HILT( HIT HY150
THREADED ROD ANCHORS W/
= ANCHOR SLEEVES (b' EMBED)
I„ u' AT 24" O.C. -
- $-
I
in BOTT. OF STL.
400T 125-43 TRACK
CONTIN. FASTEN TO =
EXIST BLDG USING (2)
cv ROWS OF 3/16"0 x 1-3/4"--
3 5/8" 18 GA MTL. BRC'G.
TAPCONS SPACED AT STUD, VERT., a 24" O.C.
6" O.C. (TYPICAL) ALONG EA. ROOF JOIST
EXISTING BRICK
VENEER
W14x34
4 3/4" ALUM.
DRIP FLASHIN�
2x CONT.\
TOP OF PARAPET
+13'-4" PT 2X8
OD
/.3X3X14 GA
9
A6 1/2" CEM. PLAST:
SAND FIN., OVER
in PAPERBACKED
= I DIAMOND MESH I
°- LATH OVER 1/2"
BOTT. OF STL. i+) PT PLYWD.
+II'-4" PT 2X6 —
= G 3X3X14 G
cv
t
IOKI BAR JOIST
AT 48" O.C.
3" xCONTINUOUS
(TYPICAL)
1/2" CEM. PLAST.
SAND FIN., OVER
PAPERBACKED
DIAMOND MESH
LATH OVER 1/2"
PT PLYWD.
ENTRY CANOPY SECTION
SCALE: 3/4""=l'-O"
VINYL ORNER
BEAD, YP.
3"
i
I
Ir
I" THK CEMENT PLASTER
ON 12" CONCRETE BLOCK
CANT STRIP
2-PLY MODIFIED
• 4" x 4" x 1/4"4 BITUMEN ROOFING 2" TAPERED
CONTINUOUS INSULATION
BOTTOM CHORD TYPE "F" OR "B"
EXTENSION AT 22GA. i-I/2" METAL r AT BAR JOIST
POST DECK j �4T 48" O.C.
W14x34
N " „
3 5/8" 18 GA MTL. STUD CONTINUOUS
FRAMING 9 24" O.C. FASTEN
USING 3/I4" SELF -TAPPING 3/4' CHANNELS
'4SCREWS a 14" O.C.
o--7 CONT. VENT
3 5/8" 18 GA MTL. BRC'G.
_ STUD, VERT., a 24" O.C.
ALONG EA. ROOF JOIST
1/2" CEM. PLAST.
SAND FIN., OVER
_ PAPERBACKED
DIAMOND MESH
LATH OVER 1/2"
PT PLYWD.
�4
BRICK VENEER ON 8"
CONCRETE BLOCK
-6" PR -CA T CONC.
BULLNOSE
ENTRY CANOPY SECTION
SCALE: 3/4""=l'-O"
2-PLY MODIFIED
BITUMEN ROOFING
FTYPE „F„ OR „B"
22GA, 1-1/2" METAL
OECK
W14x34
0
d
Z a <
® N W
lO O
LL
WX
z m
w
U
QLu
U) w
N
U J r
z
<z z
N Q
F- Q
z
' r® U
= g n W
N
r
=
U
ott
q�Pr=
(� to o
V�< Q NuiUci��
O
I
N
II
\
00
0
m
C)
I
m
m
W
W
H
W
a
C�43W=
>
(0)®oocQ
02w20
Q
x
Or-
W_
O w0
-i z Q
wU
< UQ
2
I-
3 AI
� a
J O
R z
v
W
® A N
N
0
ALUMINUM FLASHING %
AS REQUIRED a z
oz
CANT STRIP
„ „ „ U
CONTINUOUS Cl
0
b" x 6' x 1/4'4 CONTINUOUS a
FASTEN TO EXISTING BLDG
USING 1/2"(� HILTI HIT HYI50
7114'
IOKI BAR JOIST THREADED ROD ANCHORS W Q
AT 48" O.C. ANCHOR SLEEVES (6" EMBED) to�
AT 24" O.G. z
F- �•
400T 125-43 TRACK
CONTIN, FASTEN TO0*00
EXIST BLDG USING l2> M �
3 5/8" 18 GA MTL. BRC'G. — ROWS OF 3/I4"0 x 1-3/4" ii u
STUD, VERT., a 24„O.C. - TAPCON5 SPACED AT o W
ALONG EA. ROOF JOIST 6 O.C. (TYPICAL)
oc
cc
13
® o
z
VENEER BRICK to
z
>' (00 W
r�
® Z
p L o
Z W z
W um co
ul
Z
L_ ® n
a
DRAWING NO. o
A►5 N
w
JOB NO. o
1116
2-PLY MODIFIED
2" TAPERED BITUMEN ROOFING CANT STRIP -
114SULATION TYPE "F" OR "B" 4" x 4" x I/4
22GA. 1-1/2" METAL CONTINUOUS
DECK
IOKI BAR JOIST-+>
AT 48" O.C.
If W14x22
3" x 3" x 1/4" 3 5/8" 18 GA MTL. STUD
CONTINUOUS FRAMING % 24" O.C. FAST
USING 3/id" SELF -TAPPING
SCREWS
2" CONT. VENT-) --
1/2" CEM. PLAST.
SAND FIN., OVER = --
PAPERBACKED
DIAMOND MESH
LATH OVER I/2" r —
PT PLYWD.
BRICK VENEER ON 8"
CONCRTETE BLOCK
6" PRE -CAST —
CONC. BULLNOSE
I" CEMENT PLASTER ON
12" CONCRETE BLOCK
PATIO CANOPY SECTION
SCALE:
"r�i�➢I
T.S. 6" x 6" x 3/8" STEEL
COLUMN. WRAP POST WITH
I/4" EXPANSION JOINT
MATERIAL
_O
I" THK CEMENT PLASTER
ON ALL 4 SIDES UP TO
6" CONC. BULLNOSE
5 IN EACH CORNER
OUTED SOLID (TYP)
WITH MASONRY INFILL
5 E \►r 1• I O N 3/AS
SCALE':
4 3/4" ALUM.
DRIP FLASHING
4 3/4" ALUM.
DRIP FLASHING
�- 2x CONT.
TOP OF PARAPET
2x CONT.
\
/,--PT 2X8
+13'-4"
PT 2X8
3X3X14 GA 00
OD
L 3X3X14 GA-
-1/2" CEM. PLAST,
1/2" CEM. PLAST.
SAND FIN., OVER
SAND FIN., OVER
PAPERBACKED in
6 SIM
PAPERBACKED
-DIAMOND MESH !
A4
I
DIAMOND MESH I"
I" LATH OVER 1/2" -
I
-
LATH OVER 1/2"
PT PLYWD.
+11'-4"
PT PLYWD.
PT 2X6 a
BOTT. OF STL. a
PT 2X6
v
�
�
in
—
_ 3X3X14 GA
G 3X3 14
A
I
1
2-PLY MODIFIED
CANT STRIP BITUMEN ROOFING ALUMINUM FLASHING -
_ TYPE "F" OR "B" AS REQUIRED
22GA. 1-1/2" METAL
CONTINUOUS FDECK HOT 148"AO.C. JOIST CANT STRIP
-W14x22
3" x 3" x 1/4"4
73 5/8" 18 GA MTL. STUD CONTINUOUS
FRAMING ® 24" O.C. FASTEN
USINGSCREWS I6" SELF-TAPPINGS/4" CHANNELS
_ 1411 O.C.
0-2" CONT. VENT
3 5/8" 18 GA MTL. BRC'G.
STUD, VERT„ 9 24" O.C.
ALONG EA. ROOF JOIST
I.
1/2" CEM. PLAST.
SAND FIN., OVER
VINYL CORNER VINYL CORNE= PAPERBACKED
BEAD, TYP. BEAD, TYP. -- �,_6„ - DIAMOND MESH
3" 3„ LATH OVER 1/2"
PT PLYWD,
BRICK VENEER ON 8"
-- - CONCRTETE BLOCK
5 SI
I I =I
b- a-
I SIB - —_ —
;oor' P-CAST
CONC BULLNOSE
O p
SI
A4
I" CEMENT PLASTER ON
12" CONCRETE BLOCK
T.S. 6" x 6" x 3/8" STEEL
COLUMN. WRAP POST WITH
1/4" EXPANSION JOINT
MATERIAL
BRICK VENEER ON 8"
CONCRETE BLOCK
fil
Vi
8" CONCRETE
• ' BLOCK (TYP)
4
1-#5 IN EACH CORNER
GROUTED SOLID (TYP)
\_6" PRE -CAST CONC.
BULLNOSE
SECTION 3,A5
SCALE: 3/4""=1'-O" A6
7
I'-0" 1'-0"
OI
v-
iv
PATIO CANOPY SECTION
SCALE: 3/4""=1'-O"
CONCRETE BLOCK -
COLUMN (BELOW)
T.S. 6" x 6" x 5/8" STEEL
�-COLUMN. WRAP POST WITH
i/4" EXPANSION JOINT T.S. 6" x 6" x 3/8"-
MATERIAL STEEL COLUMN
BELOW
I" THK. CEM. PLAST.
�- BRICK VENEER ON 8" (TYPICAL)
CONCRETE BLOCK
�— 8" CONCRETE
BLOCK (TYP) 18 GAUGE METAL -
--1-#5 IN EACH CORNER STUD FRAMING
GROUTED SOLID (TYP) AT 24" O.C. (TYP)
SECTION e 3/75
SCALE. 3/4""=1'-O" A�
u u
CONTINUOUS
EXISTING BRICK
VENEER
4" E.I.F.S.
BULNOSE
" THK. CEM. PLAST.
x 6" x 3/8" STEEL C(
WRAP P05T WITH 1/4" EXPA
JOINT MATERIAL
BRICK VENEER ON 8"
CONCRETE BLOCK
6" x 6" x 1/4" 4 CONTINUOUS
FASTEN TO EXISTING BUILDING
USING 1/2" 0 HILTI HIT HY150
THREADED ROD ANCHORS WITH
ANCHOR SLEEVES (6" EMBED)
AT 24" O.C.
600T 125-43 TRACK CONTINUOUS
FASTEN TO EXISTING BUILDING
USING (2) ROWS OF 3/10t x I-3/4"
TAPCONS SPACED AT 6" O.C.
SECTION
SCALE: 3/4""=1'-O"
EXISTING BUILDING
MASONRY WALL
T.S. 6" x 6" x 3/8" STEEL COL
WRAP POST WITH 1/4" EXPAN°
JOINT MATERIAL
I" CEMENT PLASTER ON
12" CONCRETE BLOCK
(TYPICAL)
18 GAUGE METAL
STUD FRAMING
AT 24" O.C. (TYP)
I" THK. CEM. PLAST,
(TYPICAL)
u I I
- WI4x34
I/2" EXTERIOR GRADE
PLYWOOD SHEATHING
(TYPICAL)
I" THK. CEM. PLAST.
(TYPICAL)
WI4x34
v
Al Al
SECTION 3/A5
SCALE: 3/4""=1'-O" A6
BRICK VENEER ON 8"
CONCRETE BLOCK
C
i
d
SECTION
SCALE: 3/4""=1'
T.S. 6" x 6" x 3/8" STEEL
WRAP POST WITH 1/4" EXI
JOINT MATERIAL
I" THK CEMENT PLASTER
ON ALL 4 SIDES UP TO
6" CONC. BULLNOSE
WHERE TWO (2) BEAMS
BUTT OVER A COLUMN
PROVIDE 6" x 12" x 1/4"
SPLICE PLATE TO
CONNECT THE BEAMS
3/
DETAIL
SCALE:
12" C
WITH
SECTION
SCALE: 3/4""=I'-O"
W14 STEEL BEAM
EXISTING BUILDING
FACADE
1-#5 IN EACH CORNER
GROUTED SOLID (TYP)
3 2/AG
rA6
:ISTWG BUILDING
CADE
8" CONCRETE
BLOCK (TYP)
IN EACH CORNER
>UTED SOLID (TYP)
2/A6
rA4
EXISTING BUILDING
FACADE
1-#5 IN EACH CORNER
GROUTED SOLID (TYP)
5 2/AG
rA4
_ 10"
iv 10" x 14" x 1/4" CAP
O p PLATE WITH FOUR (4)
3/4" DIA BOLTS AND
NUTS
I 10" x 14" x I/4" CAP II II
PLATE WITH FOUR (4) Q II I TS 6" x 6" x 3/8"
NUTS
3/4" DIA BOLTS AND STEEL COLUMN
ll - - - I�
I I
1 10" 1e.
a
n
I I TS6"x4"x3/8"
Ai STEEL COLUMN
GAGE
DETERMINED
BY BEAM
WIDTH
0 O
J
LL
Lu
CU X
z m
w
U
Q cD
® O ~Q
^� d
V Q r
O J
y�
°� z
rn z <
R
H Lo
H
o2-,
>- g
zr�
�o
U w
O
00
�m
2
U
a
p!; qrv-r=r=
uu
rr
kinto
< <
cla)u..4,
O
I
�y
�
u
cl
O
0
I
O
m
m
W
W
W
INC
C�4
>
WZ�
iia
V
O2'2O
s
Q O�
x z
-� z O
U
Q Q
_U
0 —� Q
H
V'
v�
a
mi
O
W
in
cV
ad
®
z
z
w
W
c
mi
fie
tY
i
0
Z
z
1.O
Z
—�
z
4
r
d
p
z
<
v
W
U
z
m
cc
w
W ®
w
p
Z
o
U
I"'�
'A
v+ um
u� Y
z
m
o
CC
*+ sa
T
LL
w
i
n
~
W
®
a
L
z
uj
O
o
r
a
LL
cvqm cp
W
v
W
z
J
0
a
a
H
�
DRAINING
NO.
o
A6o
ai
o
JOB NO.
1116
0
n
A
i7
MASONRY NOTES
I. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT TYPE N2, 9. 5AW-CUT FOUR INCH BY FOUR INCH (4" x 4") OBSERVATION HOLE IN THE BASE COURSE
WITH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. OF ALL REINFORCED CELLS TO VERIFY GROUT PLACEMENT.
I F 2. MORTAR SHALL BE TYPE M OR 5 AND CONFORM TO ASTM C210. MORTAR SHALL BE USED 10. PLACE GROUT IN 4'-0" MAXIMUM LIFT. HOLD TOP OF POUR DOWN ONE AND ONE-HALF INCH
WITHIN TWO (2) HOURS OF MIXING. (1-1/20) FROM TOP OF BLOCK FOR KEY -WAY.
I 3. COARSE
HREE EIGROU l3 8A)L INCH
CONFORM D A MINIMUM COMPR�ITH MAXIMUM
TAGGREGATE 250 5j?E OF 11. STORE BLOCKS SUCH THAT THEY REMAIN DRY.
12. PLACE ALL MASONRY IN RUNNING BOND WITH THREE -EIGHTS 13/80) INCH MORTAR JOISTS.
4. VERTICAL BARS SHALL BE HELD IN P051TION AT THE TOP AND BOTTOM AND AT V-0" O.C.
MAXIMUM WITH A MINIMUM CLEARANCE OF ONE -QUARTER (1/4") INCH FORM MASONRY AND NOT 13. SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS, SPACE AT FORTY FEET (40'-0")
LESS THAN ONE BAR DIAMETER BETWEEN BARS. O.C. UNLESS NOTED OTHERWISE.
5. VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS. FILL CELLS WITH COURSE 14. MASONRY INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH ACI 531-4.6. IN ORDER TO
GROUT AS SPECIFIED QUALIFY FOR FULL DESIGN STRESSES.
b. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BEN05 AROUND CORNERS AND 15. PROVIDE 8" x 8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS
WHERE BEN05 OR HOOKS ARE DETAILED ON THE PLANS. NOT SHOWN TO HAVE A STRUCTURAL BEAM OR PRESTRESSED U-LINTEL. MINIMUM END
'I. REINFORCING BARS SHALL BE LAPPED 40 BAR DIAMETERS WHERE SPLICED AND SHALL BE BEARING EQUAL TO 8".
WIRED TOGETHER. 16. CHASES SHALL BE BUILT INTO WALLS, NOT CUT IN. CHASES SHALL BE PLUMB AND SHALL
BE A MINIMUM OF ONE MA50NRY UNIT LENGTH FROM JAMBS OF WALL OPENINGS.
8. HORIZONTAL WALL REINFORCING SHALL BE NINE (9) GAUGE LADDER TYPE OUR-O-WALL
(OR EQUIVALENT) AT 51XTEEN (I6") INCHES O.C. WIRE REINFORCEMENT SHALL BE LAPPED AT
LEAST SIX (b") INCHES AT SPLICES AND SHALL CONTAIN AT LEAST ONE CRO55 WIRE OF
EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE.
MASONRY
PILASTER l i 25" BAR LAP
j T.S. 6" x b" x 3/8" I I i i I I CONCRETE AROUND STEEL COLUMN - —
STEEL COLUMN i l i ; I (BELOW MASONRY PILASTER)
I I
1-tt5 IN EACH CORNER L
I I I I OF PILASTER
I I
FINISHED_ FLOOR_ I I
1 O'-O" GRADE _° _
I • --.. ) .. . -
1---- - -!III : 'y O I n I L
I'.d .. I BA � EP T __
= ----
{4 2" NOIN- I SPROUT
TOP OF FOOTING
--- - -
1'-4" B.F.F. -�. ��- .d: .•a'• .. ; � d .Ia " ', , •' • e ' •d . ` • ...d .I. d. _''__.-_�
3/0 ANCHOR BOLTS
BENT 12" x 4" WITH .. ; .:Va.
LEVELING NUTS I Q d •. d• d d '•, '• d. ^:mod. "'
0 PLACES) -�-=-
o d TT
1.7-71111--11 i 11 1=--- - -- -- --
O O
F—I
in
N —
I
in
x 3/8" O O -�
STEEL COLUMN
50 5" cv —
2"
1f_2N
DETAIL
SCALE: NONE
� � o
1-45 IN EACH CORNER -^ -
W/1-tt5 FOOTING DOWEL a
W/ 25" BAR LAP
:.
CUIT A5 SOON A51NT
FILL JOINT WITH POSSIBLE AFTER
LIQUID SEALER TROWELLING
.,III_�J�lllil. ,,,,-III—IIIII�IIIIIII-,,,
W.W.M.
CUT EVERY OTHER
WIRE AT JOINT
NOTES:
1. CUT SLAB AS SOON AS AGGREGATE DOES NOT 015LODGE
(MUST BE WITHIN 12 HOURS OF CONCRETE PLACEMENT)
2. HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES NOT
REACH.
CONTROL JOINT
SCALE: NONE
SITE WORK / FOUNDATION MOTES
r;
I
_
-�
I
----------- - -
- - -
-
----------------------1
I
I
L
I
I
F�
b" x b" x 3/8" STEEL
��
U_
I
`-----------------
------------ -- -- -- --
OT.S.
COLUMN. WRAP POST WITH
1/4" EXPANSION JOINT
MATERIAL
O'-O"
O
w?Or�-
I
-
b" THK 3000 P.S.I. CONCRETE
SLAB W/ 6 x 6 x WI,4 x WI.4 W.W.M.
AorgQ
�
T.S. 6" x 6" x 3/8" STEEL I
IN TOP HALF OF SLAB ON 6 MIL.
<)
xOiw
COLUMN. WRAP POST WITH
�3
VISQUEEN BARRIER ON CLEAN,
COMPACTED TERMITE TREATED
U
w cn
=°F-4-
1/4" EXPANSION JOINT
MATERIAL
--T--�-
-c-
SOIL
F2
MUcy
I
I-
-
- - - - T.S. b" x b" x 3/8" STEEL
I- - -
- I
T.5. b" x b" x 3/8" STEEL -
COLUMN. WRAP POST WITH
COLUMN. WRAP P05T WITH
I
I I/4" EXPANSION JOINT
MATERIAL
I
I
I
I/4" EXPANSION JOINT
MATERIAL
°.
0
IN EACH CORNER -----
- EACH CORNER
I -
-
----
---
--
W/i-its
W/
FOOTING DOWEL
25" BAR LAP FI
Wits 5
/I -its FOOTING DOWEL
W/ 25" BAR LAP
I-tt5 IN EACH CORNER
FI
O
NEW WALKWAY TO BE
SAME EL A5 EXIST
EXISTING CONCRETE
W/I-tt5 FOOTING DOWEL
WALKWAY
WALKWAY
W/ 250 BAR LAP
I
�
I. A SUBSURFACE INVESTIGATION HAS NOT BEEN COMPLETED AT THE PROJECT SITE,
2. DESIGN SOIL BEARING PRESSURE = 2,000 P5F. TH15 15 AN ASSUMED VALUE. THERE
IS NO GUARANTEE OF SOIL CONDITIONS. THE OWNER MAY EMPLOY A GEOTECHNICAL
ENGINEER TO VERIFY ADEQUATE SOIL CONDITIONS.
3. THE OWNER SHALL RETAIN AN INDEPENDENT TESTING LABORATORY TO PERFORM
THE FOLLOWING TESTS:
o) ONE DENSITY TEST FOR EACH 1,500 SQUARE FEET OF COMPACTED 5UBGRADE AND
COMPACTED FILL.
b) ONE DENSITY TEST AT EACH COLUMN FOOTING.
c) ONE DENSITY TEST PER 25 FEET OF WALL FOOTING.
4. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO THE OWNER,
ARCHITECT, STRUCTURAL ENGINEER AND GENERAL CONTRACTOR FOR REVIEW.
S. SHOULD ORGANIC SILT, CLAY POCKETS OR OTHER UNSUITABLE BEARING CONDITIONS
BE ENCOUNTERED DURING EXCAVATION, NOTIFY ARCHITECT IMMEDIATELY.
I.. VAPOR BARRIER BENEATH CONCRETE SLAB -ON -GRADE SHALL BE SIX (b) MILLIMETERS
THICKNESS POLYETHYLENE.
15'-9"
4'-O"
33'-b"
25'-2"
15'-9"
NORTH
FOUNDATION FLAN
SCALE: I/4"=I'-O"
Iff
® FOOTING -SCHEDULE
NO,
SIZE
REINFORCEMENT
REMARKS
DEPTH
WIDTH
CONTINUOUS
EACH WAY
FI
12"
4'-0" x 5'-4"
-
#4's AT 12" O.C.
DETAIL 1/51
F2
12"
4'-0" x 4'-0"
-
#4's AT 12" O.C.
SIM DETAIL 1/51
F3
12"
3'-O" x P-4"
-
#4's AT 12" O.C.
SIM DETAIL 1/51
F4
12"
4'-2" x P-4"
-
#4's AT 12" O.C.
51M DETAIL 1/51
'v-
I
in
26'-9"
i-#5 IN EACH CORNER
W/I-tt5 FOOTING DOWEL
W/ 25" BAR LAP
6"- - - -
-
14'-4"
-
- - -6�
-- - - I -
-I -- - - - - - - - - - - - --
-
-
---
I
I I
I
i I
I T.S. b" x 6" x 3/8" STEEL I
i
- - - - -
- COLUMN. WRAP POST WITH -
- -
- - - -
FI
1/4' EXPANSION JOINT
MATERIAL
FI
�I
T.S. b" x 6" x 3/8" STEEL
COLUMN. WRAP P05T WITH
MATERIAL NSION JOINT11
I
I
I
I
i
I
I
I
I
in
CONTROL JOINT I
cv
��
I
i
I
11
I
1
1-tt5
IN
EACH CORNER
I
I
I
I
I
I
I
I
T.5. 6" x b" x 3/8" STEEL 1 '
1-tt5 IN EACH CORNER
W/1-45
FOOTING DOWEL
I
COLUMxN. WRAP P05T WITH I
W/I-tt5 FOOTING
DOWEL
W/ 25"
BAR LAP
MATERIAL N510N JOINT I
W/ 25" BAR LAP
F2
I
I
I
F2
I--
-I f -4
-
I
I
'd.
I CONTROL JOINT
I (3/I6" x In DEEP SAW CUT I
I
CONTROL JOINT, CUT WITHIN
T--
I
I 24 HOURS OF POUR) I
I
°
I SEE DETAIL 2/51 I
+
I
I
T.S. 6" x b" x 3/8" STEEL
COLUMN. WRAP POST WITH I
NSION JOINT
I
MATERIAL
I
1
I
I
1
O=0" i
I
b" THK 3000 P.S.I. CONCRETE I
SLAB W/ 6 x b x W1.4 x WIA W.W.M. I
I
IN TOP HALF OF SLAB ON CLEAN
I
COMPACTED TERMITE TREATED
SOIL 1
I
I
in
CONTROL JOINT I
N
'
I
F---- - - --
I
I
I
I
I
I
I
I
—
d- 1
� I I
I 1
T.S. b" x b" x 3/8" STEEL
COLU�M�N. WRAP POST WITH
( I UT' EIZIAL NSION JOINT I _
O
CONTROL JOINT I i
I s ... ° I I '• •• I
1-tt5 IN EACH CORNER
W/I-tt5 FOOTING DOWEL I - - - - I O
W/ 25" BAR LAP FI
---- T.S, b" x 6" x 3/8" STEEL —
COLUMN. WRAP POST WITH
1/4" ERPAN51ON JOINT
MATE IAL
/•,=ON
6" THK 3000 P.S.I. CONCRETE -
SLAB W/ b x b x Wi.4 x WIA W.W.M.
IN TOP HALF OF SLAB ON b MIL. O
VISQUEEN BARRIER ON CLEAN,
COMPACTED TERMITE TREATED r
SOIL
T.S. 6" x b" x 3/8" STEEL
COLUMN. WRAP POST WITH
I/4" ERPANSION JOINT
c
c
v-
0
I
a -
MATE AL
T.5, b" x 6" x 3/8" STEEL
COLU��MXXN. WRAP POST WITH
F4 KATERIAL N510N JOINT F4
r - I 1-45 IN EACH CORNER F 1
I W/I-tt5 FOOTING DOWEL I
°r I W/ 25" BAR LAP
i
I I I I o
I I I I !
I I I I
I I I I
3'-10" 19'-0"
EXISTING CONCRETE DARA M. ZOLKOWER i CO., INC.
WALKWAY STRUCTURAL ENGINEERS
P.O. BOX 200
DUNEDIN, FLORIDA 34691
(121) 134-1948
FAX: (121) 134-1035
ENGINEERING BUSINESS NO. 5532
P.E. #40290
d
Zoo
® N
O O
J
tL
WX
z m
8 Wfy-
�
U r
w
P� O W
® O W N
E a- U -,7k \
<z Z
W {L z
U W TomLL
n//111 coo
ur ®z
(��oVc CO5�0)nn
4/0 < Q r4(r)0c.CC
O
I
�y
O
�
u
�
O
C)
I
0
m
W
m
Ic
Q
a
3:
>
W
w
=
CID
®C
1. CC0
02m2O
Q
O
W_ r-
O w0
-� O
zU
Q Q
_U
d
FT--
r-a
Z
Q
0
(419
CV
O
®
w
COCRETE
WALKWAY
a
u
o
0
z
N
r
o
z
4
U
z
r
z
�
J
y N
~
Lu
Z
W®
0
LLI
o
UJ1
n
�A
7!� :I:.
z
m
f+ eo
LL
cc
w
w
LL
U
0
Z
W 04
0
>-
LL
u cl (0)
Lu
z
�
a�
DRAWING NO. g
vs
I
00
ui
JOB NO® o
�1
STRUCTURAL STEEL NOTES
1.
SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL
STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS,
°
WELDS, BOLTS, ETC... AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL
FRAMING. SUBMITTED SHOP DRAWINGS SHALL BE CHECKED AND SIGNED BY THE GENERAL
CONTRACTOR. ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE
BY THE DETAILER AND SUBMITTED ON SHOP DRAWINGS, SIGNED AND SEALED BY A
'
REGISTERED FLORIDA ENGINEER.
2.
STRUCTURAL STEEL SHALL CONFORM TO TH AISC "SPECIFICATION FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION.
3.
Wl=LD CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN
WELDING SOCIETY, AW5 01.1. ALL WELDING SHALL BE PERFORMED U51NG ElO ELECTRODES.
4.
BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE
"SPECIFICATIONS FOR STRUCTURAL JOINTS USING A5TM A325 OR A490 BOLT5" AS APPROVED
BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. USE TYPE BEARING BOLTS WITH
THREAD ALLOWED ACROSS THE SHEAR PLANE,
5.
STRUCTURAL STEEL SHAPES, PLATES, ETC... - A5TM A36.
6.
STRUCTURAL STEEL TUBING - A5TM A500. GRADE B.
1.
ANCHOR BOLTS - ASTM A301.
8.
NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON
APPROVED SHOP DRAWINGS,
9.
ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER LOCATED ABOVE
THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS.
10.
ALL STEEL MEMBERS SHALL RECEIVE ONE (1) COAT OF STANDARD SHOP PAINT EXCEPT
AT THOSE AREAS TO BE FIELD WELDED, TOUCH-UP FIELD AS REQUIRED.
11.
FIELD MEASURE ANCHOR BOLT LOCATION BEFORE DRILLING BASE PLATES.
12.
ALL BEAM CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE TYPE UNLESS DETAILED
OTHERWISE. FOR DESIGN OF STANDARD CONNECTION USE THE LARGER OF EITHER THE
SHEAR SHOWN ON THE DRAWINGS (INDICATED AS 'V=K' AT THE MEMBER ENDS) OR 55%
(FIFTY-FIVE PERCENT) OF THE TOTAL LOAD CAPACITY DERIVED FROM THE UNIFORM
LOAD CONSTANTS TABLES, PART 2, EIGTH EDITION OF THE AISC CODE.
In
6
CIENER,AL REQUIREMENT NOTES
I. IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE
AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS
DURING CONSTRUCTION, THIS INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: THE
ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS WHICH MAY BE
NECESSARY.
2. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.
3. CONTACT THE ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON THE
DRAWINGS.
4. SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN. ALLOW FOR ONE WEEK REVIEW TIME AFTER
RECEIPT BY THIS FIRM. NO FABRICATION IS TO PROCEED PRIOR TO REVIEW BY THE
STRUCTURAL ENGINEER, DARA M. ZOLKOWER t CO., INC.
_PRECAUTION NOTES
I. WHEN WORKING ON, OR ADJACENT TO, EXISTING STRUCTURES. EXERCISE EXTREME CAUTION
FOR THE SAFETY OF PERSONNEL AND STRUCTURES. USE PROPERLY DESIGNED SHORING,
BRACING, UNDERPINNING, ETC., AS NECESSITATED BY CONDITIONS OR AS REQUIRED.
2. DO NOT SUPPORT PIPING LARGER THAN 4" DIAMETER FROM WOOD TRUSSES IUNLE55 SO
INDICATED ON STRUCTURAL DRAWINGS OR APPROVED BY THE ARCHITECT.
3. SUPPORT AIR-CONDITIONING UNITS, COMPRESSORS, OR OTHER ROOF MOUNTED OR SUSPENDED
EQUIPMENT, ONLY ON WOOD TRUSSES OR WOOD BEAMS DESIGNATED FOR THAT PURPOSE. IF
NO SUPPORT HAS BEEN DESIGNATED, OR IF QUESTION ARISES. NOTIFY ARCHITECT PRIOR TO
ERECTION OF EQUIPMENT AND PREFERABLE BEFORE WOOD TRUSS ERECTION IS COMPLETE.
WIND DESIGN CRITERIA
I. BASIC WIND SPEED = 120 M.P.H.
2. IMPORTANCE FACTOR (1) = 1.0
3. WIND EXPOSURE = B
4. EDGE ZONE DISTANCE = 6'
S. COMPONENTS AND CLADINGS.
WALL
INTERIOR ZONE = +28.5 PSF; -31.0 PSF
EDGE ZONE = +28.5 PSF; -38.1 PSF
(EDGE ZONE = 6' FROM EACH CORNER)
ROOF
INTERIOR ZONE = +11.6 PSF; -28.5 PSF
OVERHANG ZONE = +11.6 PSF; -65.4 PSF
6" x L" x 1/4"4 CONTINUOUS
FASTEN TO EXISTING BLDG
U51NG 1/2"0 HILTI HIT HYI50
THREADED ROD ANCHORS W/
ANCHOR SLEEVES W' EMBED)
AT 24" O.C.
-- LINTEL _
.ie.-. ®.-.
COLUMN 6" x 3/8"
li I
of I I I j
o
°ol<
o �I I I m�l>_
Z I I I <It
T.S. 6" x 6" x 3/81,
COLUMN
LINE OF ROOF
9" 15'-9"
SCALE: 1/4"=1'-0"
FLORIDA BUILDING CODE, 2001
DESIGN
PRESSURES FOR OPENINGS
BUILDING DATA
JOB INFORMATION
WIND VELOCITY (mph) -
COMPANY ZOLKOWER t CO., INC.
IMPORTANCE FACTOR -
PREPARED BY DARA M. ZOLKOWER, P.E.
EXPOSURE CATEGORY -
CLIENT NAME GRAHAM DESIGN ASSOCIATES
INTERNAL PRESSURE COEFFICIENT t -
JOB DESCRIPTION TAMPA POSTAL DISTRICT
MEAN ROOF HEIGHT (ft) -INTERNATIONAL,
U�V"&F"ZA5TRUCTURE5
LLC
FEDERAL CREDIT UNION
BUILDING WIDTH 00 -
FLORIDA AVE., TAMPA, FLORIDA
BUILDING LENGTH (ft) -
BUILDING LENGTH (ft)
ROOF SLOPE (x:12) -
JOB NO. 02-149
WALL OR NINGS
OPENING
OPENING
LOCATION
OPENING
OPENING DIMENSIONS
MAXIMUM POSITIVE
MAXIMUM NEGATIVE
MARK
DESCRIPTION
ZONE
ELEV lft)
WIDTH (ft) HEIGHT (Ft)
PRESSURE (p5f)
PRESSURE (oaf)
A
ALUM DOOR
4
3.5
3
'1
22.6
-24.5
B
ALUM WINDOW
4
3.5
2.33
1
22.9
-24.9
C
ALUM STRFRNT DBL DOOR
4
3.5
6
1
21.5
-23.5
or] LE=_ j
F11
rr 7" 101
I I I
I I I
I I I I
I I I
I I I I I
I I I
T.S. 6" (x 6" x 3/8" I T.S. 6"I x 6" x $/8"
COLUMN II COLUMN I I
J.�.i_..�..�. w14x22 .�L...�.,�.I
LINE OF ROOF
15'-9"
GROUT THESE
COURSES 5OL11
NEW LINTEL
TWO (2) ROWS 1/2" DIA
THRU BOLTS AT 16" 0.(
STAGGERED
6" x 6" x 1/4"A CONTINUOUS
FASTEN TO EXISTING BLDG
US!-i;AG 1/2"m HILTI HIT HYISO
THREADED ROD ANCHORS W/
ANCHOR SLEEVES (6" EMBED)
AT 24" O.C.
EXISTING BRICK VENEER ON
OUTSIDE FACE OF EXISTING
8" MA50NRY WALL
NON -SHRINK GROUT ANY
REMAINING GAPS
` - C12x20.7# ON OUTSIDE FACE AND
INSIDE FACE OF 8" MASONRY WALL
(Cl2 TO EXTEND 12" PAST EDGES
OF NEW OPENING)
TYPICAL NEW OPENING LINTEL
SCALE: 1-1/2"=1'-0"
6" x 6" x 1/4"Y, CONTINUOUS
FASTEN TO EXISTING BLDG
USING 1/200 HILTI HIT HY150
THREADED ROD ANCHORS W/
ANCHOR SLEEVES l(." EMBED)
AT 24" O.C.
%n
I
'v-
cv
FASTEN TO EXISTIING BLDG
USING 1/2"0 HILTI HIT HY150
THREADED ROD ANCHORS W/
ANCHOR SLEEVES (6" EMBED)
AT 24" O.C.
T.S. 6" x 3" x 3/8"
STEEL OUTLOOKEF
AT 24" O.C. (TYP)
26'-9"
c c
14'-41,
LINE OF ROOF
WI434 CONTINUOUS
T.S. 6" x 6" x 3/8"
i - - - - COLUMN -
( I I
I I I
------I--------------I------
I I
1----- I -- - - - - - - - - - -- ! -- - - --
I I
I �W1442 WI4x22
LINE OF LINE OF
ROOF � - - - - - - - - - - - - - � ROOF
I I
�i IT
r---------- - - - -
-�
I I
IIOKI BAR JOIST
_---- AT_48'O.0 .- - - - -
_
I(TYPICAL)
WI4x34 - - -
I- - T.S. 6" x 6" x 3/8" - - -
0 i COLUMN I O
ne pL
z--------- - - - - -- i z
I I
EQUAL EQUAL
- - - - - - - - - - -
LINE OF
T
ROOFF
--------------- - - - - -
I
I I
! i i
d
-- �_ ? ( o
- N 0
I0 O
LLI X LL
O
Z m
U
tr �
FRAMING ANGLE CONNECTION WITH QW) LO H
HORIZ. SLOT HOLES TO 8" MA50NRY 4
TYPICAL AT BEAMS a. `t'
tY �
® 1- Q N
O J N
�- LINTEL
I
it
I
FASTEN TO EXISTING BLDG
USING 1/2"cD HILTI HIT HY150
THREADED ROD ANCHORS W/
`- ANCHOR SLEEVES (6" EMBED)
AT 24" O.C.
CY
MKIN
=304,
DARA M. ZOLKOWER It CO., INC.
STRUCTURAL ENGINEERS
P.O. BOX 206-1
DUNEDIN, FLORIDA 3469-1
(121) 136-1948
FAX: (121) 134-1035
ENGINEERING BUSINESS NO. 5532
P.E. #40290
w M®
Z Ss-
V`U lU 2ru Mii
NF wG
iFe o T 0 r- r
tjy
00 3 cn CCj (C'A
I�JQ Q cvenUcoCC
O
N
�
O
�
II
00
_
r
O
o
-5
I
Q
Lu
al-t�jW
C�4$
m
W
W
W=
��OOCU
is
V
CV
n
0
z
z
W
9
i
0
o
z
Q
z
0
z
z
U
z
z
r a
W
�i
J
to <
Q
Qi
W
Lu
W
o O
J u
LL
U-
LL
r W
o
3LAN
®
Z o
Q
cc
LLM
M(
v
ui
z
tri
c
F-
a
�
d
DRAWING NO. o
r-%
82
I
W
I
w
JOB NO. o
A
A
.. .. ... .. .. .. a ... ,., . ., <: . , s,.,. ,. .. , ... n. Y ..,F .:, :,.r,, S *Yt:,, .., 5.,• � '� , .Q . 3, a S 7fi::q
x , �, a ,;« ,• },.. , .. .'. , r w a4' fi ,& n x ..v :. , , a ... (,,. i s a. .. ;� �L. � . ufi.' . , .:, r T3,9- k �� , }
,,, r.1 .... ..,.. ..N .: .r. r...^ .&.., F :4'i M. +..s.. ,.. .,. .#� ,1...1 ,.. .,. f.,. F. ,r 4. ,''e.: ,,. :.. ,.1 ,ra•, 'Y, ,}
.� .. ,, . k ... r,. ^ , .. .- .. .. ' ,. z Si,.... Y 'Y :.. • �. a e .. � r .., .F:. ,.. >. � t=.. R,r:,.x: ,1:.. f .. r} 4" " ,+c� TY6. , , r WW c. V�, . k ,... ,ie:: v.2 v . ,,-- 1„ e'.. .J:«f ,... 3. 5, ,. 'a ,k • .. "tor
Sk .v.
., (.r v r.: � �L> ( ;o": "�• ,. ,. ft'. :...:.a _.. o �kY.X". ...v ,. x,,.! 3 ,. yy,, ,� fi : - � i r
}gr`,r S'� C
,,
f.i .......
i I ,. A. Jb ., , .. .. rx k. ,.
.. F.: ,: J . i k. , dy�py �f .h ..I .., 1,. .�.r,.. f.:. �,
;.,.P. r.,t. rn.:.. .. r� -.:r ,,.,..: ,:1 4 f�,4
2 .. ,.,7 ,. � , ... r "h .Y- lV .. q' �:. ':, r. ,. ,,, „ .r,: � ,:,
s.rR. ,. ,., .x:., .,, ..., i�_. ,. '4, R.. d- ,P.. .. ..,.i..
.:,RF
�f }y..
..:,FJp" f },f' ;. ... I;.i d: v,, €.! ,., p c i . ✓N . i, .., �� ik, , 4 d y
M x p ,
�.., n f 7�
�
. ... .,
r
t x
.., r ,..:. re:✓, , u.: r,.a �r ,. �. ...P, ( -., ._. & a �Ls. r t ,,,.;. � rv... r v4
,
v
p } L k
,,, ,S � <.. �. ps,� r .; .. f .. .. �. ... ra:� 7.,--, .r ,. ,:�. �,_,,,.r. ,•A: .7 :. ,u:... .r' i_TI..,+..., ,:: ,� .z-=
f��w:a qa �i:. .r .i :✓+. ..3,,. :,I �„ I.;Y; ..p,,I. LP i- ;�', rd . ';r r:Y
iiiii
�K i i�! w
AqiiAlgjjjjjlm
NMI
I. ALL WORK SHALL CONFORM WITH THE LATEST ADOPTED EDITION
OF THE "STANDARD BUILDING CODE; THE "NATIONAL ELECTRIC
CODE" AND ALL OTHER APPLICABLE LOCAL, STATE AND
FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES
HAVING LOCAL JURISDICTION.
2. ANY EXISTING CONDITIONS WHICH DIFFER SUBSTANTIALLY
FROM THAT INDICATED ON THE ATTACHED PLANS, SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT, BEFORE
PROCEEDING WITH OR CONTINUING ANY FURTHER CONSTRUCTION.
3. IN THE EVENT OF ANY DIFFERENCES OR CONFLICTS BETWEEN
THESE CONTRACT DOCUMENTS AND THE AGREEMENT BETWEEN
THE CONTRACTOR AND THE OWNER, THE TERMS AND CONDITIONS
OF THAT AGREEMENT SHALL GOVERN AND PREVAIL NO EXLCLU51ONS
FURTHER, THESE DOCUMENTS ARE SUBJECT TO REVIEW, CHANGES
AND FINAL APPROVAL.
4. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED FROM
THE MOST COMPLETE FIELD INFORMATION AVAILABLE TO THE
ARCHITECT. ALL THE DATA ON EXISTING CONSTRUCTION
CONDITIONS 15 APPROXIMATE AND SHALL BE VERIFIED PRIOR TO
COMMENCING ANY WORK. ANY CONDITIONS WHICH DIFFER SUBSTAN-
TIALLY FROM THAT INDICATED ON THESE CONSTRUCTION DOCUMENTS
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, BEFORE
PROCEEDING WITH, OR CONTINUING ANY FURTHER CONSTRUCTION
AS THE SITUATION WARRANTS.
5. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE
WITH THE "GENERAL CONDITION OF THE CONTRACT" AIA DOCUMENT
A201, AND SHALL COMPLY WITH THE REQUIREMENTS OF THE
CONSTRUCTION CONTRACT.
6. ALL WORK (EQUIPMENT, MATERIALS, AND LABOR) SHALL HAVE A
WRITTEN GUARANTEE FOR A PERIOD OF ONE (1) YEAR, UNLESS
SPECIFIED OTHERWISE, FROM THE DATE OF SUBSTANTIAL
COMPLETION, AGAINST ANY DEFECTS IN SAID WORK, WITH
WITH APPROPRIATE REPAIR OR REPLACEMENT AT NO ADDITIONAL
C05T TO THE OWNER.
�. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS
AND SHALL REPORT TO THE ARCHITECT ANY DISCREPANCIES
OR OMISSIONS WHICH WOULD INTERFERE WITH SATISFACTORY
COMPLETION OF WORK. CONTRACTOR IS RESPONSIBLE FOR
VERIFICATION OF ALL FIELD MEASUREMENT. FIELD CONSTRUCTION
AND INSTALLATION CRITERIA. COORDINATION OF ALL TRADES AND
TENANT SUPPLIED ITEMS. AND THE MEANS AND METHODS OF
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ARRANGING
HOISTING FACILITIES, PARKING, ETC..., FOR THE COMPLETION OF
WORK. CONTRACTOR IS RESPONSIBLE FOR HANDLING OF MATERIALS.
8. CONTRACTOR TO OVERSEE CLEANING AND ENSURE THAT THE
PREMISES ARE MAINTAINED FREE OF RUBBISH DURING CONTRUCTION.
FINAL CLEANUP 15 THE RESPONSIBILITY OF THE CONTRACTOR.
REPAIR, PATCH, TOUCH-UP AND MAINTAIN CLEANING UNTIL
COMPLETION OF CONTRUCTION.
9. AT THE TERMINATION OF THE WORK, SUBMIT TO OWNER MAIN-
TENANCE MANUALS PRESENTING FULL DETAILS FOR CARE AND
MAINTENANCE OF ALL SURFACES AND EQUIPMENT OF EVERY
NATURE. CONTENTS SHALL INCLUDE MANUFACTURER'S AND IN-
STALLER5 NAMES, ADDRESS AND PHONE NUMBER AND INSTRUC-
TIONS FOR INSTALLATION, START-UP OPERATION. MAINTENANCE
PARTS LIST AND DATA SHEETS.
10. WHEN "APPROVED EQUALS", "EQUAL TO" OR OTHER QUALIFYING
TERMS ARE USED, IT SHALL BE BASED UPON THE REVIEW AND
APPROVAL BY ARCHITECT.
II. ALL WORK 15 TO CONFORM WITH DRAWINGS AND SPECIFICATIONS.
DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION.
12. PAYMENT WILL NOT BE MADE TO GENERAL CONTRACTOR ON
CHANGES OR EXTRAS UNLESS THEY ARE APPROVED BY
ARCHITECT.
THE BUILDING HAS BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2001,
FLORIDA MECHANICAL CODE 2001, FLORIDA PLUMBING CODE 2001, NATIONAL ELECTRIC
CODE NFPA-10, 1999, LIFE SAFETY CODE NFPA-101, 2000 AND FLORIDA ACCESSIBILITY
CODE.
OCCUPANCY
CONSTRUCTION TYPE
CANOPY HEIGHT
ENTRY AREA
PATIO AREA
BUSINESS (B)
TYPE VI
(UNPROTECTED/UNSPRINKLED)
IT-8"
1,314 SF
436 SF
ARCHITECT:
Lol
FLORIDA CONCEITS, INC.
POST OFFICE BOX 5026
CLEARWATER, FLORIDA 33758
GRAHAM DESIGN ASSOC. I.A.
26100 US HWY. 19 NORTH SUITE 507
CLEARWATER, FLORIDA 33761
ZOLKOWER & CO., INC.
P.O. BOX 2067
DUNEDIN, FLORIDA 34697
f
z`
m
W
r�.
`Sanford"
W Fulton St
'JI,f Fulton t
carnnnf?r �i��f St P
'. �c�riktTk� trtnitw
l4?'I(�wr)
L 'st Sfi
w '1%t St
IF 1tit St
y
I
to
. ..,...
�t
J
.....,,..,
r
ti1� 3rci St
;}.,,M,..,..,,
r
C
t1: st
n J�-9
_.,
'U'1 9tlr 5t E St
•
cL
ILL
A*
•
t
•
(}} 4
,a, a
>r
M�tlLAK�
,� cn
oC
Qw
z
z
(L
z
w
u C-4 0D
T c CA)m03
r m
d
cf-A (j` -III
n
O
i
IN
O
00
W
�
z0
ram-
`n
W
cn
Ids
.�
0
0
ui
000W.;%)
a
0
94
z
a
U
ca
u
z
4
w
w
LuI
0
o
C9
o
U.
a
a�
win
w
w
d)
r
w
o
0
um
c►i co)
s
Lu
to
0
(
F-
a
iyy
� a T' � i •
s'�
u
2—PLY MODIFIED CANT STRIP
2" TAPERED BITUMEN ROOFING
INSULATION
TYPE "F" OR "B" 4" x 4" x I/4"4
22GA. 1-1/2" METAL CONTINUOUS
DECK
f
IOKI BAR JOIST
AT 48" O.C.
Cw w W14x34
ONTINUOS 3 5/8" 18 GA MTL. STUD
FRAMING ' 24" O.C,
2" CONT, VENT-�
1/2" CEM. PLAST.
SAND FIN„ OVER--
PAPERBACKED
DIAMOND MESH
LATH OVER 1/2" I
PT PLYWD.
4 3/4" ALUM.
DRIP FLASHING
4 3/4" ALUM.
DRIP FLASHING
CANT STRIP
2-PLY MODIFIED
4 3/4" ALUM.
DRIP FLASHING
2x CONT.
2x CONT,
4" x 4" x 1/-4
CONTINUOUS
BITUMEN ROOFING
IN TAPERED
INSULATION
2x CONT,�
TOP OF PARAPET
-- -
- TOP OF PARAPET
- -- --
_
BOTTOM CHORD
TYPE "F" OR "B"
22GA. 1-1/2" METAL
IOKI BAR JOIST
--
TOP OF PARAPET
-- --
—PT 2X8 =
+13'-•4"
+13'-4"
=
PT 2X8
EXTENSION AT
POST
DECK
AT 48" O.C.
+13'-4"
=
PT 2X8
-0D
3X3X14 GA ,�
TOP OF STEEL
3x3 14 GA4
L 3X3X14 GA
+12'-8 I/2"
TOP OF STEEL
TOP OF STEEL
-
-I/2 CEM. PLAST.
"
+12'-G"
1/2" CEM. PLAST.—
-
+12'-G"
1/2" CEM. PLAST,-
SAND FIN., OVER
SAND FIN., OVER
_ _
SAND FIN., OVER
PAPERBACKED in
DIAMOND MESH !
=
in
I
PAPERBACKED
DIAMOND MESH I"
w14x34
9 =
—�
in
I
-
PAPERBACKED
DIAMOND MESH I:
I" LATH OVER 1/2"
LATH OVER I/2"
3" x 3" x I/4"X
A/o
LATH OVER I/2"
PT PLYWD.
PT PLYWD.
3 5/8" 18 GA MTL. STUD
CONTINUOUS
PT PLYWD.
FRAMING 9 24" O.C.
PT 2X4
=
PT 2XG
3/4" CHANNELS
IG' O.C.
PT 2XG
-- - --- ------
�,-2" CONT. VENT
S 3X14 GA4 ,
cv
cv
3x3x14 GA4
3 5/8" 18 GA MTL. BRC'G.
cv
G 3X3X14 G�
STUD, VERT, a 24" O.C.
I
I" THK CEMENT PLASTER
ON 12" CONCRETE BLOCK
ENTRY CANOPY SECTION
SCALE: 3/4""=1'-O"
�-4
-- - S
VINYL CORNER VINNE R _ ___-_
BEAD, TYP. BE D, TYP. -
L
BRICK VENEER ON 8"
CONCRETE BLOCK
4" PRE -CAST CONC.
BULLNOSE
4 3/4" ALUM.
DRIP FLASHING ( 2-PLY MODIFIED -
CANT STRIP BITUMEN ROOFING
2x CONT,\
4" x 4" x 1/4"4 TYPE "F" OR "B"
ONTINUOUS 22GA. I-I/2" META
DECK
- �; P` r�►t r�wrw���*vr���►��rwr���•��w�rvv'w err ��-rw •�
1e
1
r •,, a •
r
I� •
I ,
1/2" CEM. PLAST.
-- -- = SAND FIN., OVER
PAPERBACKED
DIAMOND MESH
LATH OVER 1/2"
PT PLYWD.
VINYL CORNER
BEAD, TYP. t9'-10"
t112'-10"
r
I
I" THK CEMENT PLASTER
ON 12" CONCRETE BLOCK
ENTRY CANOPY SECTION
SCALE: 3/4""=1'-O"
�-4
-- - S
VINYL CORNER VINNE R _ ___-_
BEAD, TYP. BE D, TYP. -
L
BRICK VENEER ON 8"
CONCRETE BLOCK
4" PRE -CAST CONC.
BULLNOSE
4 3/4" ALUM.
DRIP FLASHING ( 2-PLY MODIFIED -
CANT STRIP BITUMEN ROOFING
2x CONT,\
4" x 4" x 1/4"4 TYPE "F" OR "B"
ONTINUOUS 22GA. I-I/2" META
DECK
- �; P` r�►t r�wrw���*vr���►��rwr���•��w�rvv'w err ��-rw •�
1e
1
r •,, a •
r
I� •
I ,
1/2" CEM. PLAST.
-- -- = SAND FIN., OVER
PAPERBACKED
DIAMOND MESH
LATH OVER 1/2"
PT PLYWD.
VINYL CORNER
BEAD, TYP. t9'-10"
t112'-10"
r
I
/
O
ENTRY CANOPY SECTION
' SCALE: 3/4""=1'-O"
ALONG EA. ROOF JOIST
/2" CEM. PLAST.
AND FIN., OVER
APERBACKED
DIAMOND MESH
ATH OVER 1/2"
T PLYWD.
BRICK ON 8"
CONCRETE BLOCK
4" PRE -CAST CONC.
BULLNOSE
I" THK CEMENT PLASTER
ON 12" CONCRETE BLOCK
NT Y CA OPY SECTION
SCALE: 3/411"=1'-O"
2-PLY MODIFIED
- = BITUMEN ROOFING
71OPFPET+ 4" x 4" x 1/4"4 IOKI BAR JOIST TYPE "F" OR "B"
CONTINUOUS AT 48" O.C. 22GA. 1-1/2" METAL
DECK
EL-- I -
_
W14x22 I" I G" x V x 1/4"4 CONTINUOUS -
I- FASTEN TO EXISTING BLDG - --
3 5/8" 18 GA MTL. STUD I USING 1/2'4 HILTI HIT HY150 = ---
FRAMING !0 24" O.C. m THREADED ROD ANCHORS W/ -
ANCHOR SLEEVES (V EMBED) AT 24" O.C.
2" CONT. VENT
- -- COOT 125-43 TRACK
CONTIN. FASTEN TO --__
EXIST BLDG USING (2)
3X3X14 GAS ROWS OF 3/I4"(0 x I-3/4" - _ 3 5/8" IS GA MTL, BRC'G.-
-- -- - TAPCONS SPACED AT =- - S"rUD, VERT., ® 24" O.C.
G" O.C. (TYPICAL) ALONG EA. ROOF JOIST
VENEERG BRICK
r
I
a-
W14x34
CANT STRIP
2-PLY MODIFIED
4" x
CONTINUOUS
4" x 1/4"4
BITUMEN ROOFING
2" TAPERED
BOTTOM CHORD
EXTENSION AT
POST
TYPE "F" OR "B"
22GA. 1-1/2" METAL
DECK
INSULATION
�IOKI BAR JOIST
AT 48" O.C.
W14x34
3 5/8" 18 GA MTL. STUD
FRAMING, 9 24" O.C.
P--2" CONT, VENT
t7
-- =
VINYL (FORNER
BEAD, FYP.
3
1
a -
O
I
cn
A4 Jr—
IOKI BAR JOIST
AT 48" O.C.
3" x 3" x 1/4"4
CONTINUOUS
(TYPICAL)
1/2" CEM. PLAST.
SAND FIN., OVER
PAPERBACKED
DIAMOND MESH
LATH OVER 1/2"
PT PLYWD.
ENTRY CANOPY SECTION
SCALE:
I" THK CEMENT PLASTER -j
ON 12" CONCRETE BLOCK Ar{
3"
ENTRY CANOPY SECTION
SCALE: 3/4""=1'-O"
2-PLY MODIFIED
BITUMEN ROOFING
TYPE ,F,, OR "B"
22GA. 1-1/2" METAL
DECK
W14x34
Cw w
ONTINUOUS
3/4" CHANNELS
® 14, O.C.
3 5/8" 18 GA MTL. BRC'G.
STUD, VERT„ ® 24" O.C.
ALONG EA. ROOF JOIST
1/2" CEM. PLAST,
SAND FIN., OVER
PAPERBACKED
DIAMOND MESH
LATH OVER 1/2"
PT PLYWD,
BRICK VENEER ON 8"
CONCRETE BLOCK
4" PRE -CAST CONC.
BULLNOSE
do. w
q, w
z
Lu
I
z
Ir
.�
21-'L
0 w
v
cq ii
Ww()
wT
< Q
pp 9 � 0)
s �0)um
N
O
O
ui
N
O
T
°p
II
\
v
\
r
cA
C)
?
m
O
a
t7
��in
mew
co
04
Lux
013QIx0
02m2O
�<
cm
1: - cl W Z-
U
S
I —
AI
A 5 �-•
Imam
DEW
ALUMINUM FLASHING - - -
AS REQUIRED _- z
CANT STRIP - OL
-__ - - 4" x 4" x 1/4"4
CONTINUOUS D
O
-- - z
G" x G' x 1/4'4 CONTINUOUS a
FASTEN TO EXISTING BLDG
USING I/2"4 HILTI HIT HY150
IOKI BAR JOIST - _. THREADED ROD ANCHORS W
AT 48" O.C. _ - ANCHOR SLEEVES (G" EMBED)
AT 24" O.C. Z
COOT 125-43 TRACK �
--- -_ CONTIN. FASTEN TO
EXIST BLDG USING (2)
3 5/8" 18 GA MTL, BRC'G. ROWS OF 3/IG"4 x I-3/4" w
Lu
STUD, VERT„ d 24" O.C, _- TAPCONS SPACED AT w
ALONG EA. ROOF JOIST _-- G" O.C. (TYPICAL) LL
- - o
N
EXISTINVENEEG BRICK =_ - _ „i a
_ - _ LL <
IE
op-
0 Z
Pam in Lt. ui
O
Sys O
uj ILL co (a
i
.. tE
Z
I/=
CL..- (L
fv�
DRAWING NO. o
A5
REVISED SECTIONS I/A5 t 4/A5: JOB NO. o
RAISED STEEL BEAM, BTM OF STEEL
WAS +11'-4", REVISED TO SUIT
CITY OF SANFORD PLAN REVIEW
COMENTS DATED 8-9-02.
4 3/4" ALUM. 4 3/4" ALUM.
2-PLY MODIFIED DRIP FLASHING I DRIP FLASHING
2" TAPERED
BITUMEN ROOFING CANT STRIP 2x CONT 2x CONT, CANT STRIP
INSULATION TYPE "F" OR "B" 4" x 4" x 1/-4 TOP_ OF PARAPET 4" x 4" x 1/4"4
22GA. 1-1/2" METAL CONTINUOUS -- -- CONTINUOUS
DECK PT 2X8 +13'-4" PT 2X8
,
3X3X14 GA �� TOP OF STEEL aD L 3X3X14 GA
- - +12'-8 1/2" -
IOKI BAR JOIST—c> 1/2" CEM. PLAST. 1/2" CEM, PLAST.
AT 48" O.C. SAND FIN., OVER SAND FIN., OVER
PAPERBACKED OVER, 6 SIM in PAPERBACKED
IL W14x22 DIAMOND MESH ! A� �� I DIAMOND MESH 1" W14x22 —�
I'LATH OVER I/2" - I LATH OVER 1/2"
3" x 3" x 1/4"4 3 5/8" 18 GA MTL. STUD PT PLYWD. PT PLYWD. 3 5/8" 18 GA MTL. STUD
CONTINUOUS FRAMING, O 24" O.C. TOP OF STEEL FRAMING 0 24" O.C.
PT 2X6 PT 2X6
2" CONT, VENT 0 ---=� - --2" CONT. VENT
3X3X14 GA4 3X3X14 G
1/2" CEM. PLAST.
SAND FIN., OVER-
PAPERBACKED
DIAMOND MESHLATH ---
- — - - --
I
OVER /2" -- --- -- S
T PLYWD.
VINYL CORNER VINYL CORN
_-
BEAD, TYP. BEAD, TYP. --
x 3" -
L
2-PLY MODIFIED
BITUMEN ROOFING ALUMINUM FLASHING -
AS REQUIRED
TYPE "F" OR "B"
FDECK. I-I/2" METAL IOKI BAR JOIST CANT STRIP
DECK
AT 48" O.C.
x 3" x 1/4"4
CONTINUOUS
3/4" CHANNELS
® 16" O.C.
3 5/8" 18 GA MTL. BRC'G.
STUD, VERT., d 24" O.C.
ALONG EA. ROOF JOIST
/2" CEM, PLAST.
AND FIN., OVER
PAPERBACKED
DIAMOND MESH
ATH OVER 1/2"
PT PLYWD.
— BRICK VENEER ON 8"
CONCRTETE BLOCK
BRICK VENEER ON
CONCRTETE BLOCK _ -- -_-
A4 A6
x 3" x
CONTINUOUS
EXISTING BRICK
VENEER
= Q
a- Q
-- ------ 4 S I M
PRCAST C E,t�=} �'j �t A6
CONC. BULLNOSE ----- --- - - j
J 4" PRE -CAST Npor
CONC. BULLNOSE 4" PRE -CAST
CONC. BULLNOSE
O O O
NA-47 N A6
A A
I" CEMENT PLASTER ON
12" CONCRETE BLOCK
PATIO I® CANOPY SECTION
SCALE:
7,-n„
I" CEMENT PLASTER ON - 1
12" CONCRETE BLOCK FA
I
T.S. 6" x 6" x 3/8" STEEL = l�/T.S. 6" x 6" x 3/8" STEEL
COLUMN. WRAP POST WITH O COLUMXN. WRAP POST WITH
1/4" EXPANSION JOIN r ' v a MATERIAL NSION JOINT
MATERIAL -
BRICK VENEER ON 8"
I" THK CEMENT PLASTER CONCRETE BLOCK if
ON ALL 4 SIDES UP TO
6" CONC. BULLNOSE 'v
IN EACH CORNER
OUTED SOLID (TYP)
WITH MASONRY INFILL
SECTION ` 3/A5
SCALE: 3/4""=1'-O" A4
I
8" CONCRETE
BLOCK (TYP)
4
1-#5 IN EACH CORNER
GROUTED SOLID (TYP)
\_4" PRE -CAST CONC.
BULLNOSE
SECTION , I
SCALE: 3/4""=1"-O" �2
14
O/
'v-
Ci
7/1-z
77
F-I
4
PATIO CANOPY SECTION
SCALE:
CONCRETE BLOCK -
COLUMN (BELOW)
T.S. 6" x 6" x 3/8" STEEL
"--*'—COLUMN. WRAP POST WITH
1/4" EXPANSION JOINT
MATERIAL T.S. 6" x 6" x 3/8" -
STEEL COLUMN
BELOW
I" THK. CEM. PLAST.
BRICK VENEER ON 8" (TYPICAL)
CONCRETE BLOCK
�— 8" CONCRETE
BLOCK (TYP)
18 GAUGE METAL -
--- 1-45 IN EACH CORNER STUD FRAMING
GROUTED SOLID (TYP) AT 24" O.C. (TYP)
SECTION a 3/A5
SCALE: 3/4""=1'-O" ��
THK. CEM. PLAST.
T,S. 6" x 6" x 3/8" STEEL CC
WRAP POST WITH 1/4" EXPAI
JOINT MATERIAL
BRICK VENEER ON 8"
CONCRETE BLOCK
x 6" x 1/4" 4 CONTINUOUS
FASTEN TO EXISTING BUILDING
USING 1/2"0 HILT[ HIT HY150
-_ - THREADED ROD ANCHORS WITH
- ANCHOR SLEEVES (6" EMBED)
AT 24" O.C.
600T 125-43 TRACK CONTINUOUS
FASTEN TO EXISTING BUILDING
USING (2) ROWS OF 3/I6"0 x 1-3/4"
TAPCONS SPACED AT 6" O.C.
SCALE:
EXISTING BUILDING
MASONRY WALL
T.S. 6" x 6" x 3/8" STEEL COLT
WRAP POST WITH 1/4" EXPANE
JOINT MATERIAL
BRICK VENEER ON 8"
CONCRETE BLOCK Y
C
SECTION
SCALE:
T.S. 6" x 6" x 3/8" STEEL
WRAP POST WITH 1/4" EXf
JOINT MATERIAL
I" CEMENT PLASTER ON
12" CONCRETE BLOCK
(TYPICAL)
18 GAUGE METAL
STUD FRAMING
AT 24" O.C. (TYP)
- - I" THK. CEM. PLAST.
(TYPICAL)
1 Ii
W14x34
1/2" EXTERIOR GRADE
- PLYWOOD SHEATHING
(TYPICAL)
I" THK. CEM. PLAST,
(TYPICAL)
W14x34
SECTION m
3/A5SCALE: 3/4""=1'-O"
I" THK CEMENT PLASTER
ON ALL 4 SIDES UP TO
6" CONC. BULLN05E
WHERE TWO (2) E
BUTT OVER A C
PROVIDE 6" x 12"
SPLICE PLATE Ti
CONNECT THE B
SCALE: 1-1/2"=1'-O"
12" C
WITH
SECTION
SCALE: 3/4""=1'-O"
EXISTING BUILDING
FACADE
1-45 IN EACH CORNER
GROUTED SOLID (TYP)
2/AG
AG
;ISTING BUILDING
CADE
8" CONCRETE
BLOCK (TYP)
IN EACH CORNER
)UTED SOLID (TYP)
EXISTING BUILDING
FACADE
z
z
cn �
'Q <
11 -D
(-cr
,Q
U
p ii qvr,�
'7.
cl 0 of
N
Q
N �
= O co
n �
w -
� >
to
CID
�.,
a
LL9
ZA
�y�
Lu
"
0
�
()
44
uj
x
02m2O
Q
e
ioM
'j z 0
`�
>a�
LU O
--s W O
0 W U
Z Q
`r
O
F-
ram% f
0
I -sty IN EACH CORNER
GROUTED SOLID (TYP)
Lu
c�
C
i
i
z
Z
W
a
a
T 5 2/A4
i C
AG
a
LL
z
Z
own
r
0-
0
z
u
u
z
Lu�'
fD
1%ft F-
a
w
w
0
4 STEEL BEAM
ix o
10" 14" I/4"
I� z
miz
O
x x CAP
PLATE WITH FOUR (4)
3/4" DIA
Al F&
co LL
BOLTS AND
NUTS
,
10" 14" 1/4"
II II
co
i
a
x x CAP
PLATE WITH FOUR (4)
=
O
II I
TS 6" x 6" x 3/8"
' w
NUTS DIA BOLTS AND -
II �I
STEEL COLUMN
VA
PON
LIM
0
O+ r
co (a
ryum
Nk_
-s
r56"x6"x3/8" Nil
STEEL COLUMN
GAGE
z
UA
DETERMINED
B
M
a
WIDTH
CC
[®
DRAWING
NO.A6
o
may.
A �
N
I
r
QREVISED SECTION I/A6: RAISED
JOB
NO.
o
STEEL BEAM, BTM OF STEEL
WAS +II'-4". REVISED TO SUIT
1116
F
CITY OF SANFORD PLAN REVIEW
a
COMENTS DATED 8-9-02.
STRUCTURAL STEEL NOTES
I. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL
STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS,
WELDS, BOLTS, ETC... AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL
FRAMING. SUBMITTED SHOP DRAWINGS SHALL BE CHECKED AND SIGNED BY THE GENERAL
CONTRACTOR. ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE
BY THE DETAILER AND SUBMITTED ON SHOP DRAWINGS, SIGNED AND SEALED BY A
REC415TERED FLORIDA ENGINEER.
2. STRUCTURAL STEEL SHALL CONFORM TO TH AISC "SPECIFICATION FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION.
3. WELD CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN
WELDING SOCIETY, AWS DI.I. ALL WELDING SHALL BE PERFORMED USING E-10 ELECTRODES.
4. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE
"SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED
BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. USE TYPE BEARING BOLTS WITH
THREAD ALLOWED ACROSS THE SHEAR PLANE.
5. STRUCTURAL STEEL SHAPES, PLATES, ETC... - ASTM A34.
4. STRUCTURAL STEEL TUBING - ASTM A500, GRADE B.
1. ANCHOR BOLTS - ASTM A301,
8, NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON
APPROVED SHOP DRAWINGS.
9. ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER LOCATED ABOVE
THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS.
10, ALL STEEL MEMBERS SHALL RECEIVE ONE (1) COAT OF STANDARD SHOP PAINT EXCEPT
AT THOSE AREAS TO BE FIELD WELDED. TOUCH-UP FIELD AS REQUIRED,
11. FIELD MEASURE ANCHOR BOLT LOCATION BEFORE DRILLING BASE PLATES.
12. ALL BEAM CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE TYPE UNLESS DETAILED
OTHERWISE. FOR DESIGN OF STANDARD CONNECTION USE THE LARGER OF EITHER THE
SHEAR SHOWN ON THE DRAWINGS (INDICATED AS 'V=K' AT THE MEMBER ENDS) OR 55%
(FIFTY-FIVE PERCENT) OF THE TOTAL LOAD CAPACITY DERIVED FROM THE UNIFORM
LOAD CONSTANTS TABLES, PART 2, EIGTH EDITION OF THE AISC CODE.
GENERAL REQUIREMENT NOTES
1. IT 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE
AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS
DURING CONSTRUCTION. THIS INCLUDES, BUT 15 NOT LIMITED TO THE FOLLOWING: THE
ADDITION OF WHATEVER 'TEMPORARY BRACING, GUYS OR TIE -DOWNS WHICH MAY BE
NECESSARY.
2. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.
3. CONTACT THE ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON THE
DRAWINGS,
4. SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN. ALLOW FOR ONE WEEK REVIEW TIME AFTER
RECEIPT BY THIS FIRM. NO FABRICATION IS TO PROCEED PRIOR TO REVIEW BY THE
STRUCTURAL ENGINEER; DARA M. ZOLKOWER t CO., INC.
PRECAUTION NOTES
1. WHEN, WORKING ON, OR ADJACENT TO, EXISTING STRUCTURES, EXERCISE EXTREME CAUTION
FOR THE SAFETY OF PERSONNEL AND STRUCTURES. USE PROPERLY DESIGNED SHORING,
BRACING, UNDERPINNING, ETC., AS NECE551TATED BY CONDITIONS OR AS REQUIRED.
2. DO NOT SUPPORT PIPING LARGER THAN 4" DIAMETER FROM WOOD TRUSSES UNLESS SO
INDICATED ON STRUCTURAL DRAWINGS OR APPROVED BY THE ARCHITECT.
3. SUPPORT AIR-CONDITIONING UNITS, COMPRESSORS, OR OTHER ROOF MOUNTED OR SUSPENDED
EQUIPMENT, ONLY ON WOOD TRUSSES OR WOOD BEAMS DESIGNATED FOR THAT PURPOSE. IF
NO SUPPORT HAS BEEN DESIGNATED, OR IF QUESTION ARISES. NOTIFY ARCHITECT PRIOR TO
ERECTION OF EQUIPMENT AND PREFERABLE BEFORE WOOD TRUSS ERECTION IS COMPLETE.
WINED DESIGN CRITERIA
I. BASIC WIND SPEED = 120 M.P.H.
2. IMPORTANCE FACTOR (1) = 1.0
3. WIND EXPOSURE = B
4. EDGE ZONE DISTANCE = 4'
5. COMPONENTS AND CLADINGS.
WALL
INTERIOR ZONE = +28.5 PSF; -31.0 PSF
EDGE ZONE = +28.5 PSF; -38.1 PSF
(EDGE ZONE = 4' FROM EACH CORNER)
ROOF
INTERIOR ZONE _ +11.4 PSF; -28.5 PSF
OVERHANG ZONE = +11.4 PSF; -45.4 PSF
METAL DECK:
I. AL METAL DECK SHALL CONFORM TO THE REQUIREMENTS OF
THE STEEL DECK INSTITUTE.
2. METAL ROOF DECK SHALL BE ONE AND ONE-HALF (1-1/2") INCH DEEP,
22 GAUGE, INTERMEDIATE RIB TYPE "F" OR "B" AND GALVANIZED.
3. FASTEN ROOF DECK WITH THREE (3) PUDDLE WELDS AT EACH SUPPORT
PER 34" WIDTH AND ONE (1) 412 TEK SCREW AT MIDSPAN OF SIDELAPS.
4. INSTALL ALL DECKING THREE (3) SPAN CONTINUOUS.
C ° if
4" x 4" x 1/4"4 CONTINUOUS lq_r?'-,.',, _�=1
FASTEN TO EXISTING BLDG+o�
USING 1/2"0 HILTI HIT HY150
THREADED ROD ANCHORS W/_--
FASTEN TO "EXI STING BLDG
USING 1/2"0 HILTI HIT HY150
THREADED ROD ANCHORS W/
ANCHOR SLEEVES l(." EMBED)
AT 24" O.C.
ANCHOR SLEEVES 14 EMBED)
AT 24" O.C. --_` -- -
--_._-- "-----------------------_ _ ___-------- ----LINTEL------------------------------------------------i-===�------���`'='-�---------------- (_-=� =� - -
W .
i
COLUMN G" x 3/8"
Ii I I I I I I I I
a
o� I I I Milo-
ILI
Z �I I I III
T.S. 4" x 4" x 3/8" I I I T.5. 4" x 4" x 3/8" I T.S. 4" x 4" x ?, I I
COLUMN I I I COLUMN ( COLUMN
WI4x22 WI4x22
O LINE OF ROOF LINE OF ROOF -
I
q"
4" x 4" x 1/4"4 CONTINUOUS
FASTEN TO EXISTING :ILOG
USING 1/2'0 HILTI Hi I' E4IY150
THREADED ROD ANCHORS W/
ANCHOR SLEEVES'(4" EMBED)
AT 24" O.C.
4" x 4" x 1/4"4 CONTINUOUS
FASTEN TO EXISTING BLDG
USING 1/2"0 HILTI HIT HY150
THREADED ROD ANCHORS W/
ANCHOR SLEEVES (4" EMBED)
AT 24" O.C.
NORTH
ROOF FRAMING PLAN
SCALE: 1/4"=1'-O"
4
FLORIDA BUILDING CODE.,
200I
DESIGN
PRESSURES FOR OPENINGS
BUILDING DATA
JOB INFORMATION
WIND VELOCITY (mph) -
COMPANY
ZOLKOWER t CO., INC.
IMPORTANCE FACTOR -
PREPARED BY DARA M. ZOLKOWER, P.E.
EXPOSURE CATEGORY -
CLIENT NAME
GRAHAM DESIGN ASSOCIATES
INTERNAL PRESSURE COEFFICIENT t -
STRUCTURES
JOB (DESCRIPTION TAMPA POSTAL DISTRICT
MEAN ROOF HEIGHT (ft) -
INTERNATIONAL, LLC
U�&ZA
FEDERAL CREDIT UNION
BUILDING WIDTH (1`0 -
FLORIDA AVE., TAMPA, FLORIDA
BUILDING LENGTH (1`0 -
BUILDING LENGTH (ft)
ROOF SLOPE ' (x:12) -
JOB INO.
02--149
0
WALL OPENINGS
OPENING
MARK
OPENING
DESCRIPTION
LOCATION
ZONE
OPENING
ELEV (ft)
OPENING DIMENSIONS
WIDTH (ft) HEIGHT (ft)
MAXIMUM PO5iTIVE
PRESSURE (par)
MAXIMUM NEGATIVE
PRESSURE (psf)
A
ALUM DOOR
4
3.5
3
7
22.4
-24.5
B
ALUM WINDOW
4
3.5
2.33
1
22.9
-24.9
C
ALUM STRFRNT DBL DOOR
4
3.5
4
7
21.5
-23.5
GROUT THESE
COURSES 5OL11
NEW LINTEL
-TWO (2) ROWS 1/2" DIA
THRU BOLTS AT 14" 0.(
STAGGERED
EXISTING BRICK VENEER ON
OUTSIDE FACE OF EXISTING
8" MASONRY WALL
NON -SHRINK GROUT ANY
REMAINING GAPS
�L-C12x20.7tt ON OUTSIDE FACE AND
INSIDE FACE OF 8" MASONRY WALL
(C12 TO EXTEND 12" PAST EDGES
OF NEW OPENING)
TYPICAL NEW OPENING LINTEL
SCALE: 1-1/2"=1'-O"
W_
T.S. 4" x 3" x 3/8"
STEEL OUTLOOKEF
AT 24" O.C. (TYP)
24'-9"------
H
' � T
1 LINE OF ROOF
I W14x34 CONNU TIOUS -
I T.S. 4" x 4" x 3/8"
-� COLUMN
- - - - - - - - - - - - I- - - - - - I.
i e
• li
I I .
I I
I----- I -- - - - - - - - - - - --- - - - - -
I
I �
-W14x22 WI4x22 I --
LINE OF LINE OF
ROOF � - - - - - - - - - - - - - i ROOF
I 1
IOKI BAR JOIST
AT_48' O.C.
- - - - - (TYPICAL) - - - - -
.- - -. -. WI4x34 -•-•-• - -- - -
4" x 4" x 3/8" - - -
0 0C i COLUMN
o li O
0I j o
UI --- - - - - - - - - - - - - - Ul
z I I z
J J
I
EQUAL 15'-9" EQUAL
- - - - - - - - - - - - -
LINE OF
e
ROOF
"r
I I I
c
4" x 4" x 1/4" CONTINUOUS
FASTEN TO EXISTING BLDG
if
U51NG 1/2"N HILTI HIT HY150
" THREADED ROD ANCHORS W/
ANCHOR SLEEVES (4" EMBED)
AT 24" O.C.
n Lu
z
Z� Q
W 0Jon
z
OD
U Ul
V <
ou 4
00
cr�Ucnrr
0
o
I
�
O
�
n
-
��-
cn
>
rn
O
(Y
0
w
-.A
ui
C9
'�
uj
x
02w20
_... -
4
C> Q Q 1-n
� Qz0
N
N_ N Z U
+1
Q D Q
DQ
C)
O
r-
9
c
DARA M. ZOLKOWER t CO., INC.
STRUCTURAL ENGINEERS
P.O. BOX 204-1
DUNEDIN, FLORIDA 34491
(121) 134-1948
FAX: (121) 134-1035
AADDED METAL DECK NOTES TO SUIT ENGINEERING BUSINE55 NO. 5532
CITY OF SANFORD PLAN REVIEW P.E, tt40290
COMMENTS DATED 8-9-02.
r4.
0
14
0
n
0
z
z
w
a
a
i
0
a
0
z
0
r
a
0
z
Illac
U
u
CL
low
z
r
!'f9
o
o
�
o
u
Q
LLM
r
�A
wU-
w
i
Lu
6L.
N
z
z
U
0
o
La
�
w
s
z
F_
i
a
C.
DRAWING
o
NO.S2
0
r
w
JOB NO. o
I -im 16
f
Z-0