HomeMy WebLinkAboutDrawingsi
2
o
N
I,
N
i
9" 4'-6" 3'-8" 161-0" A23'-10" 16'-0" 3'-8" 4'-5" 8'-0"
rn
x
co
9
co
M
m
ti
ti
Al - '
A° t
Al
`
O
o
F-
z
v «
—
-•
EXISTING STL. COL.- . NEW STORE FRONT
�.
NE
STONE
VENEER
U
�
c
U
or...r❑'
o
N
►P1
,
N
o_13
o
�X11
�m
NEW BLDG. COL.,,.
\
JJJ Jf' f r / \
I'4TINGCE
EXIT
G
F BRICK
EXISTING FACE BRICK
`
v a
11-0^ o
A
NEW
REMOVE EX15T,IN6 WALL,
N
�'`
STOREF O T
ANDSTQR FRONT.
•AT BUILDING CORNER
A.,em...w..-....
S.s..,R.,..;.I,,,C,v:..>,,._.�,..,....m:+..
3
\i��•” ,` t ' IJ X,
_
W 5TL
NEW
. COL.
EXISTING WALL
REM
E E:
�LDG
ISTING FA
CEREMOVE
.® ...
_Z_ .........�. ...
BRIG
CL
NANDRE-
USE
III
Al
00
101
8
102
1 V -
-
1:
-011
-0
Level11i_
1
=6N
111/81
IIiIIIiiI
.......................... ........................... _........................
_..mrz� _�.{
..+,_nr„,.•.,.
rc„.....rz<«<.+,..
�rw.nre�..w,.:,.•.v-n....
_>«,-
«.
,.+n_.v+r'.
+:,.<
..r.>..«_...o,>.
...,_w..«
-..+>.-�m.�t•
.l«..
�.I,to.....':w.,."
.....
,..,.
vv,....
.w.
+�..A.w,w2.,Y.
,a,...._,
__,.,..u.-wa,.-•:
s.
._: ! # I
t f.nv,
.,,.,.._.s:_.x...
..,,.w....
t.a�.......
....—,.w...,—r._..
...�.
tr.._.
...
rcr£.F.
rc.._
i1ji
..__.,.i ....r...,.......: .....
...,m.- .:„_�..n>.>.,
.....;L...,...„.,.,.......
..£at,..,E....,n_,..`x.......}I
..c..,
..
�r.«..,..... n.f...E......,r,....s+
.,
..,v....,... .....«.,..at.....
..,...a.,,0.n.,:.. :....i n....:. ......«.r .....->„at.....�.:.
uw «,
3+fi_..,.ra.'J....x,.......rztx.......n:.,..t.v.....n,r...,1.,l>.,: .r .,,.._
.,<.,.__.,.._.rc.„.,..wcc«s..,,....
.....«...,..r+.
.....
,
..x.v>..:,
...,...r.„.:....@,«..a....,rt."..,.,..io.,.,.....,...<,.r.,..u....
m.,...s„,...,..
.�
,,„M..,....v,�..,..n"n.,.,.....,,,.a..,.9....,...:a,,+....w........,<._
..,.. ..�,..a...
_.-....
n..-.
L Ullf .m.:,.... :..
...L..�_.<....n.,_v...,,,E_.......:...f..
:,«
'„n::v:.
,. ..
._.,
..
,,.r:....„..
.,�r..:._..
+..a
..amr..,+.»..�
3,....
a.,..-,
2........,,...:,....n.<..
_...._.
X7 W-1
..rs"/..,....—_.avC.:......,
SWIW .,_.,jrj.t.'S_�.
5...«......._«..:.v,.r,..m._....i..„...-,
.:,.3��w.._':w<:•i
.Lw:..
.1 v_
v.,,«.,..,,.....n.<...... a.+..+...__n.>1.«.u.f.,.
.rw.._
.„k...:n
.n<..,,_... ,._...v
1E_:'`„�j)F; .
.....a>+>..
...:. ,...t
..............
......mr.:
..,. .....,.r.sn,v. .,..._
.._...
rc...
-r«.,.,..
:,..#..:..
.....rz.....
,,:.:i.._,..n'..n.•£j.3sw<
rf
.'•.
.n:.tn...'..
.„+..._.”..a.,. .�..,x.<..,w....<....o«....-...
.«v+,.',
.,^.....,.:L<s,.
...«,,>,..n,.,nra
.✓,.,...-,.+€......o
.....
.. .»..................,
.,� .a,
.-
.....
»_..,.v
_v.>..,mw.n...:....„..,<..o..+...w..«,a,.a:.,::......i....:.
Lq
_
-..
f.w..—.,a..
„,..
,.
I
.•
..........
...............
. . ............
.,..,,.37337..,,.
...«+..t..:...,�.
oarts1th
2
i
C
A
EXISTING NEW ADDITION
38'-7” 19'-10”
3
EXISTING BRICK. CLEAN AS NEEDED
PTD. METL. CAP A2
SPANDREL GLA55
EXISTING BRICK
77
.rc:
NEW"LITE BROW"
t.
i•Y.i..,.-t
l.,>v
Erv.,t...
'>,•.,Xi>..-.,..-,..m..<
i.,....,,,.-
..CANOPY
...
fs•,,,
'....«.,?
.
<.,,«2
_aw . ,":..a._ La.tt.b
,
.
,..._.:»•. -,..-..__..,..._.
:.e
..
.,w+.
...
..•.
.r
.,
'..,...-.
.�.-.,
.,
r,•aa,�..Erjx,w.
»'ka
,.-.-
,«�.a
..�,..=.,�,m....m�„,>r:,,.,r
..1:.
w„>>.r>�s
,.
..,..._.,t...
.....r..,.:,_.....lra...>r...n...+.:..a.w...-,...:�m#t,
..s...+..«
v,.,..
.«>"...:-:v.
..:..._,.......,....},m....
.,n..
...,.
«.
E...
�.....' .....s<.....n
..NEW "LITE BROW CANOPY
n—.......>-..«..Era,
.Yrn
>...,..wmr..:v.._
,•,m._
.,..«.«
.,
,eve
�r.,-s_..,.v
-
..•-
xrxxss,-.
...w,:
..._s.._-..".„�a..:rc.,- �rzrz...o,..'.,,+_
_j1.,rc
..a3,•,,r,r..-«_J,_.::.+:-....,m.,
xa,>xx
.,.,
_.,,..,„.
Level
:.
.e.t�-ry....,
..S..,.
� �911
..w
.' : :wj
,,.,
',�•J
-R<.,.:U•.a_«-.a,
"j..
._":
..,
w,
.,rc....,..
n-:�:,E.nv.., .m......
�.. ,.0•
....-,
�>wwu
—c,.r.+..�u
—.
._nw..,.:..r.:..
— et
111I
9
._...,.i,..�..._
.
�s
�+.
V
..
...�:.,
v-.„
:-a,,
-...
...H,.....«..+,......w.,.::..,v.
:.,.:r
37!..
•.. .. • i
{jF..€t..<...w.•.£
�o._....._i_.r«.
E_
...5<..:..�:.„
-.,N.
etw e1
wor...!>>3'r,,._
+-.._
wxDrt.-x
3'r..„
,.>x
n,,f....>_3
........>a:r:n..o
«n.a„,.:
.r
r.w.�
ws.y.
",a•:,.w
,.�.
,,
..nY y.,,..
.,..z.s «,,n
,...,
v...jSr3
--..(�£(G,p.1n�.
w,n,,.,
.,kW....3.w.:,<.�.
�.,.......,
..a...n..<..,...<.I,}..
SiF1,
,:...._....«.«o.,...v.,..;..«.:.,.
,,
..<.rjiv_..,,<.^.,r.-,.,)S,,r,
..m...,m
n
..�
....1,.f.
ro,-
,..�<.ser..-�e�w
+,.
,...r..-rz.•
,«,..
1w
..c.r
M.'.._,
.'.:.r>"sc-
,��,-.rc..x.rz«..o.
,.((.,w
:,r�
..m,3
.arz.,m-
.,,.,n�.
r,,�r�"..:
.-
,.:sw,_Y_":
,,m,,v»o„.-.. .
,
,s
.,,„
a,>a.>,w>vr.�
x,....
w.>-.�.
�.:.i_rz,,
.>...�..ar....a,r.:
�m-a.b_,
.n
,r.Sm..,,.,�-,«.�.
,rz:.>
.
,,.,.,
Level 1
..,.,..,
.«.n....v�:c.._:..
Level 1
„�\
.. r. 0 -Off
................................_..... ................._........."....................___.................._..........................„..........................._._.................._
r
.o:ii.,„:.,1.
.j...a.{#�..5
...j_..
..F€_t_<a
0....................._.........II
..
0
NEW STONE VENEER OVER EX15ITNG BRICK
Oiy
ENE VENEER
West
1
1
I
I
I
I
II
I
co
oo
I,
N
C7
0)
rn
x
co
co
M
m
ti
ti
O
o
F-
z
m
U
�
c
U
or...r❑'
o
N
►P1
i
N
o_13
o
�X11
�m
o
V' 20 GA. 5TL 5TD5.
@ 16" O.C.
16 GA. BLDG. GIRT
SECURED TO COLUMNS
3/4" METAL LATH AND
STUCCO OVER TYVEK
WRAP OVER 5/8" O.S.B.
STONE VENEER
7
r
N
d'
00
0
0
N
T-
T-
oo
0
0
i
m
�S2
VX6'X24'-6"5TL5TD
PARAPET BRACING
____----- 5/8" 0.5.B. SCREWED TO 6" X
16 GA "C" JOIST @ 24" O.C.
---- 3" RIDGID IN5UL OVER
26 GA. MTL DECK
NEW DUROLA5T ROOF JOINED TO
EXISTING AS RECOMMNEDED BY
MFG.
EXISTING 5TL. BEAM
EXISTING DUROLAST ROOF
- . . . . . . . . . A2 ly
I
�I
4 t
S2
'I
41/2" X 3/8" 5TL. PL.
WELDED TO EXISTING COL
� I I
ZD
�II
44
€1 N
5/8" 0.5.13. OVER 2"
STL STUDS @ 16" O.C.
5PANDRAL PANEL —
DURO LAST ROOFING -
OVER RTIDGID
I N5ULATION. OVER MTL.
DECK
8" "Z" ROOF PURLIN
METAL COPING TO MATCH EXISTING
PTD. BRAK METAL TO MATCH EXISTING
CLEANED EXISTING FACE BRICK
Section 1
3/8" = 1'-0"
p� X11
�079
4 Callout of Sedion
3/4" = 1'-0" 1
Sheet Issue Date:
01/17/08
Drawn By: ,; uthor
3�
ca
N
�r
U
x
cu
C?
cu
I—
a>
ti
IZ
u O L
rn
rn
m00
x
U)~Ll
M
4-
o
0
U) a)
U)
C\lV
0)
ti
r-
ti
0)
ti
rn
�
o
O
o
co
z
r^
�
m
V
U
�
U
❑r..�o
o
N
t.
-.13
O
N
Lr)
M
►7.1
m
o
o`_o
o�
3�
ca
U
x
cu
0O
cu
I—
IZ
u O L
U
m00
cf)
U)~Ll
C
4-
o
0
U) a)
U)
C\lV
m
ti
3�
co
0
ti
co
C)
0
c\I
co
0 1 rl N
Level 1- foundation
1/8" = 1'-0"
PROVIDE MIN. I 1/2"CONC. COVER
0 ENDS OF #3 SLAB STEEL, TYP.
10 MIL POLY VAPOR
SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRi
BARRIER, CONTINUOUS
TYPICAL SLAB REINF.:
I W1 TAPED SEAMS
#3 BARS 0 15" O.C.E.W.
B
FORE PROCEEDING WITH THE WORK.
ANY REVISIONS THAT MAY BE REQUIRED.
:3
:3
,1��.�. 7 .r...�. r _y z
Z
FOOTINGS -31'
REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES,
DE 'RE55EE
FL
#3 STIRRUPS 0 36" O.C.
AND MISCELLANEOUS STEEL FRAMING.
TYP. BOTH BMS
L
2-#6 BARS BARS
2. PRINCIPAL OPENINGS IN THE STRUCTURAL FRAME ARE SHOWN ON THE DR
TOP � BOTTOM
THE
ECHANICAL CONTRACTOR SHALL SLEEVE
FOR OPENINGS SUCH AS PIPE RISERS, ETC. ANY OPENINGS NOT SHOWN ON
c(l
SECTION - EXTERIOR BEAM
CONTINUOUS VAPOR BARRIER
PROVIDE MIN. 11/2" CONC. COVER
0 ENDS OF #3 SLAB STEEL, TYP.
TYPICAL SLAB REINF.:
#3 BARS 0 15"O.C.E.W.
b
iv #3STIRRUPS 036"O.C.
_TYP. BOTH BM -5
'12-#6 BARS
TOP Q BOTTOM
"'N INTERIOR BEAM
2 1—-
\1_1,11
3-#6 BARS OR 4-#5
BARS TOP � BOTTOM
CONTINUOUS VAPOR
BARRIER
#4 x 1'-6""@ WO.C. DRILL AND
GROUTS 6" INTO EXISTING BM.
EXISTING BEAM
2-#6 BARS OR
TOP � BOTTOM
#3 STIRRUPS 0
36"O.C* TYP. BOTH
BMS
SECTION OD EXISTING BEAM
2 Drafting 2
. .............. .. . . . .
V-0"
#5 CORNER BARS TOP { BOTTOM
(TYP. ALL BM. INT.)
b
TYPICAL BEAM STEEL
Z-0"
00
,-\ TYPICAL BEAM CORNER
(4
#5 CORNER BARS TOP { BOTTOM
(TYP. ALL BM. INT.)
b
L
,"..,TYPICAL BEAM INTERSECTION
...............................................................................................................................................
REF. PLAN FOR FLOOR ROUTE ALL CONDUIT � OTHER
SLAB THICKNESS MEP EQUIP. BELOW FLOOR SLAB
REINFORCING DO NOT REDUCE THICKNESS UNLESS
APPROVED BY ENGINEER
..................................... .
. . . .......
CONTINUOUS
VAPOR BARRIER, FILL, TYPICAL
TYPICAL REF. NOTES { 501L REPORT
TYP. FLOOR SLAB
6
GENERAL
SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRi
1 CTION LC
ADS
I. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND
REPORT ANY DISCREPANCIES OR VARIATIONS THE DRAWINGS TO TH
:ONDITIONS
I E -_NG
B
FORE PROCEEDING WITH THE WORK.
ANY REVISIONS THAT MAY BE REQUIRED.
'FROM
0 Lo
FOOTINGS -31'
REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES,
DE 'RE55EE
FL
AREAS, FINISHES, EMBEDDED ITEMS,
AND MISCELLANEOUS STEEL FRAMING.
L
0 0)
2. PRINCIPAL OPENINGS IN THE STRUCTURAL FRAME ARE SHOWN ON THE DR
WINGS.
THE
ECHANICAL CONTRACTOR SHALL SLEEVE
FOR OPENINGS SUCH AS PIPE RISERS, ETC. ANY OPENINGS NOT SHOWN ON
HE DRAWIING5
FLOOR SLABS -III
THAT REQUIRE SLEEVING OF BEAMS SHALL
BE REFERRED TO THE STRUCTURAL ENGINEER FOR ANY REVISIONS THAT M,
A ( BE REG
IRED.
LOCATION AND 51ZE OF OPENINGS, CURBS,
PADS, ETC. SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED �117
I THE MECHANICAL
GINE
DRAWINGS AND THE MECHANICAL
CONTRACTOR. SEE MANUFACTURER'S DRAWINGS FOR ALL EQUIPMENT ANG
I RAGES
AND
DETAILS.
3. THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING ALL FOUNDATION
DETA
WITI-
THE STRUCTURAL STEEL SHOP DRAWINGS
REPORT ANY DISCREPANCIES OR INTERFERENCE PROBLEMS TO THE 5TRUCT
RAL: EN
NEE
FOR ANY REVISIONS THAT
MAY BE REQUIRED. AS PART OF TH15 REQUIREMENT THE CONTRACTOR 5H,
A _L WIDEh
GRA)E
BEAMS, GRADE WALLS OR FOOTING CAPS
50 AS TO PROVIDE THE NECESSARY EMBEDMENT DEPTH AND COVER FOR 4 qCHOR BOLTS,
FOUNDATION AND -50 -G -RADE
Sheet Issue bate:
07122108 1
Drawn By: /,uthor
a
0
I. REMOVE SURFACE VEGETATION, ROOTS AND ORGANICE -_PTH OF G" AlDISPOSE. CONTINUE EXCAVATING AT
TREES AND UNDERBRUSH IN ACCORDANCE WITH THE REQUIREMENTS MATERIALS To Al l)
UIREJAEOTECI I CA ENGINEERING REPORT. THE EXPOSED SURFACEENTS OF THE G
SHALL BE PROOF -ROLLED AND ANY SOFT OR WEAK AREAS SHALL BE 5T, E LIZED 0 REPLACED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE GEOTECHNICAL ENGINEERING REPORT.
c\I
2. COMMON FILL SOIL5 SHALL CONSIST OF SOILS FROM THE 517E OR 5011. OF .51M LAR CHARACTERISTICS OBTAINED FROM OTHER
C?
SITES. SELECT FILL 501L SHALL BE FREE OFL ORGANIC MATERIALS AND HA E A PLA E 0) BETWEEN 5 AND 15. rl-
if r-:
3. FILL MATERIALS SHALL BE PLACED IN MAXIMUM 6 INCH LIFTS, M015TEN M TO -0v. OPTIMUM MOISTURE CONTENT TO +4Y., AND
0)
COMPACTED TO 95 PERCENT OF MAXIMUM AS DETERMINED BY A5TM D 6� 3. _x
42
4. AFTER STRIPPING, PROOF -ROLLING AND CUT/FILL OPERATIONS, BRING BJILDING FAD5, O FINAL GRADE BY ADDITION OF A MINIMUM co
ce)
e)
2'-0" UNIFORM THICKNESS SELECT FILL MATERIAL IMMEDIATELY BELOW T El SLAB. f
°I
0)
5. PROVIDE 10 MIL THICKNESS WATERPROOFING BENEATH ALL BUILDING Fo NIDATIO AND SLABS. MATERIAL SHALL BE VIRGIN
POLYETHYLENE PLASTIC FILM. SECURELY TAPE ALL JOINTS, SEAL AROUNE PLUMBI G AND ELECTRICAL PENETRATIONS, AND PATCH
V(
ALL HOLES UTILIZING VIRGIN POLYETHYLENE PLASTIC PRESSURE 5EN51T:' TAPE. 10
11/1
1
REINFORCING STEEL •0 'o
co
I. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED BARS CONFI I !MING TIC A5TM A615, GRADE 60, EXCEPT #3 BARS WHICH ARE r-
1 O
BENT (SUCH AS STIRRUPS, TIES, OR DOWELS) MAY BE GRADE 40. ALL REI RCING,5HALL BE CLEAN AND FREE OF MILL SCALE AND
RUST. z
2. DETAILING AND FABRICATION OF REINFORCING BARS SHALL BE IN ACC R.IANC9 WI H THE MANUAL STANDARD PRACTICE, ACI 315.
UNLESS SHOWN OTHERWISE, LAP CONTINUOUS BARS 40 BAR DIAMETERS Al SPLICES, 15 1 NCHE5 MINIMUM. U
3. REINFORCING BARS MAY NOT BE WELDED WITHOUT APPROVAL
I RUcTURo EN (NEER.
�
4. ALL TOP REINFORCEMENT SHALL HAVE CORNER BARS PLACED WITH TH A THAT E).TEND INTO ADJACENT BEAMS. U
cu
5. PROVIDE NECESSARY TIES AND BAR SUPPORTS AS REQUIRED BY THEM 4 qUAL OF TANDARD PRACTICE, ACI 315. BRICK, ROCK, OR0
R 0
MASONRY BLOCKS ARE NOT ACCEPTABLE SUPPORTS. CHAIRS AND BOL5 I F OR. I PPLI CATION DIRECTLY OVER EARTH, POLY SHEETS, 13 EPA-& N&NZ 04
OR FELTS SHALL BE EQUIPPED WITH BOTTOM BEARING PLATES.��' ,
C',
Lo
6. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WI E SPECIFICALLY STATED (0
rl THE 200 2 AC CODE, EXCEPT WHERE .13
OTHERWISE. x
0
co
7. WHERE THE GEOMETRIC CONFIGURATIONS OF OR PENETRATIONS THROUC i SLA B5 FORM IN51DE CORNERS, PROVIDE DIAGONAL Cd,,
13
REINFORCING ACROSS THESE CORNERS. EXCEPT WHERE SHOWN OTHERWIS , THIS RiiEIINF LING SHALL BE 3-#4 BARS X V-0" LONG 0
4" ON CENTER AT EACH SUCH CORNER, PLACED 1-1/2" BELOW THE TOP 5URJ kCE OF i B.
6. ALL EXPAN51ON JOINTS SHALL BE FILLED WITH CLOSED CELL POLYETH) ENE FOAM JOINT FILLER, UNLESS SPECIFICALLY NOTED OR
SHOWN OTHERWISE. ALL EXPOSED EXPANSION JOINTS SHALL BE5EALEb ITH iPAV NG DINT SEALANT.
CAST IN PLACE CONCRETE
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING COD REQUIR EN 5 FOR REINFORCED CONCRETE, ACI 318-2002.
2. ALL GRADE BEAM AND SLAB CONCRETE SHALL BE NORMAL WEIGHT (5 k1i D' AN! D e-MVbLAGGREIGIATE)WITH A MINIMUM 28DAY
COMPRE551VE STRENGTH OF 3,000 P51. CONCRETE MIX SHALL BE MINIM L A 5 SAC 5 PER CUBIC YARD, AND CONTAIN 3% TO 5%
ENTRAINED AIR PER ACI RECOMMENDATIONS.
3. NO HORIZONTAL JOINTS WILL BE PERMITTED IN CONCRETE WORK EXCEP ' AS 5HO6vN ON THE DRAWINGS. ANY STOP IN CONCRETE
PLACEMENT WILL BE MADE WITH VERTICAL BULKHEADS INCORPORATING 'A 5HEAR KEY AT CENTERS OF SPANS. LOCATIONS FOR STOP
POINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO PbCEMENT
4 9:01ZAAWORK DESIGN 15 THE RE5PON51BILITY OF THE CONTRACTOR AND SHALL NCT BE REMOVED UNTIL THE CONCRETE HAS GAINED ca C/)
3. FOOTING DESIGN 15 BASED UPON AN ALLOWABLE BEARING PRESSURE C 2,000 115F F )R DEAD PLUS SUSTAINED LOADS, AND 3000
P5F FOR TOTAL LOADS.
SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT PLUS APPLIED CONSTRi
1 CTION LC
ADS
co
5. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING STEEL
5HALL B11
0 Lo
FOOTINGS -31'
4-
cn
a) =
(D co
4-
GRADE BEAMS - ZI BOTTOM
L
0 0)
0
2" SIDES AND TOP
U)
LL
cl)
04
FLOOR SLABS -III
C)
6. ALL PENETRATIONS AND SLEEVED HOLES SHALL BE APPROVED BY THE
TRUCTU
ALE
GINE
7. CHAMFER ALL EXPOSED CORNER51/2 INCH, OR AS SHOWN ON PLAN5.1
6. TEMPLATES SHALL BE USED TO SET ANCHOR BOLT55ECURELY AND A, C
URATEL
. CONTRACTOR
SHALL DRILL NO FOOTINGS NOR
ERECT ANY FORMS UNTIL PRE-ENGINEERED STEEL BUILDING ANCHOR BOLI
5ETVN6
PLA I
15 APPROVED. FOOTINGS AND FORMS MUST
MATCH PRE-ENGINEERED STEEL BUILDING PLANS.
9. PROVIDE CONCRETE CONTROL JOINTS AT MAXIMUM 30 FEET ON CENTE
EACH D
ECS
ON. JOINTS SHALL BE 5AWCUT, METAL
_I
KEYWAY, OR OF REMOVABLE STRIP TYPE. CONTRACTOR SHALL LOCATE IP
FIELD: IF
NOT
SPECIFICALLY LOCATED ON PLANS.
10. CONCRETE PLACEMENT SHALL BE ACCOMPLISHED BY DIRECT CHUTE F,,R,
M THE A',IXE
TRUCK, CRANE AND BUCKET, OR BY PUMPING TO
ITS FINAL POINT OF DEPOSIT. CONCRETE SHALL NOT BE DRUG BY HAND h
ORE THA
5
EET.
D-E-SIGN-LOAD55
I. THE STRUCTURE HAS BEEN DESIGNED ACCORDING TO THE REQUIREMEN
OF THE
1 TE
NATIONAL BUILDING CODE.
DESIGN WIND SPEED = 90 MPH 3 SECOND GUST.
IMPORTANCE FACTOR 1.0, EXPOSURE B, LOW RISE/ENCLOSED
EARTHQUAKE SEISMIC CONSTANTS -'SEISMIC CATEGORY A
SEISMIC USE GROUP I
IMPORTANCE FACTOR 1.0
2. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS
ROOF = 20 P5F
3. FOOTING DESIGN 15 BASED UPON AN ALLOWABLE BEARING PRESSURE C 2,000 115F F )R DEAD PLUS SUSTAINED LOADS, AND 3000
P5F FOR TOTAL LOADS.
C'GDR. q�,
ol
0; C,
Ljjin�
cr
10 22
I
co
X
co
cu
IL
0 Lo
0
4-
cn
a) =
(D co
4-
4- U)
L
0 0)
0
:3
0
U)
LL
cl)
04
C)
C'GDR. q�,
ol
0; C,
Ljjin�
cr
10 22
I
00
0
0
N
r
00
Level 2 - Framin
3 1 /8" = 1'-0"
Drafting 3
1 1 /2" =I 1-011
EXISTING WALL SIDE
10"
11/411
..................................._.......... ........... .......... ........... ..........
,W
aft 3ff
EA.�! 1 EA.
-WAY ! WAY -
BASE PLATE: CL T5 4 X 4 X 1/4
PL 5/8" X 9" X 9"
EXISTING WALL SIDE
lift
............ __..................... '�......m..�.--"'-
r
_L.
BASE PLATE:
PL5/8"X11"XII"
CL T5 4.5 X 4.5 X 1/4
TYPICAL BASE PLATES
fP
TY
Structural Cold Form Steel Framing
1. DESIGN, FABRICATION, AND ERECTION OF COLD FORM STEEL FRAMING SHALL BE IN
ACCORDANCE WITH AI51 SPECIFICATIONS, LATEST EDITION, AND LIGHT GAUGE STEEL
ENGINEERS ASSOCIATION FIELD INSTALLATION GUIDE.
2. ALL COLD FORM STEEL MEMBERS SHALL CONFORM TO A5TM A653/AG53M-94 GRADE 96
MINIMUM MATERIAL YIELD STRENGTH OF 50,000 P51, AND .046" (18 GAUGE) MINIMUM
THICKNESS. MISCELLANEOUS CLIPS, BRIDGING, BRACING AND BLOCKING MEMBERS MAY
BE GRADE 33 WITH A MINIMUM YIELD STRENGTH OF 33,000 P51.
3. ALL WELDS SHALL BE MADE IN ACCORDANCE WITH THE STRUCTURAL WELDING
CODE AW5 DI.3 "STRUCTURAL WELDING CODE - SHEET STEEL" -LATEST EDITION.
4. ALL COLD FORM STEEL MATERIAL SHALL HAVE A G60 GALVANIZED COATING.FIELD TOUCI{=Up
OF DAMAGED GALVANIZED COATING SHALL BE IN ACCORDANCE WITH A5TM A780 -93A,
"REPAIR OF DAMAGED AND UNCOATED AREAS OF HOT DIP GALVANIZED COATINGS".
5. PROVIDE TEMPORARY BRACING FOR ACCURATE PLUMBING, AND TO RESIST ALL WIND
AND CONSTRUCTION LOADS. CONTRACTOR SHALL MAINTAIN TEMPORARY BRACING UNTIL
ALL PERMANENT LATERAL BRACING IS INSTALLED.
3/8" X 4" STEEL
PLATE @ 12'6" A.F.F.
Detail 0
4 1 1/211 = 1'-0"
5 Detail��1
1 1/2 = 1 0
2 Drafting4
1 1 /2" = 1'-0"
6" X 16 GA STL. JST.
@ 24" O.G. 33 K51
MATERIAL
JOIST SUPPORT BY
MFG. ATTACH TO
5TL BM. AS PER
MFG.
RECOMENDATION5
CONNECTING PLATE,
REF. SCHEDULE FOR 51ZE
GENERAL
I. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYI I6 ALL D
FOR FLOOR ELEVATIONS, SLOPES, DEPRESSED FROh THE, PR,
REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR LOOR I
EMBEDDED ITEMS, AND MISCELLANEOUS STEEL FRA ING.
2. PRINCIPAL OPENINGS IN THE STRUCTURAL FRAM ARE; 5t
SLEEVE FOR OPENINGS SUCH AS PIPE RISERS, ETC. AlY OPE:NI
BEAMS SHALL BE REFERRED TO THE STRUCTURAL E GINE:ER
OF OPENINGS, CURBS, PADS, ETC. SHOWN ON THE ST UCTURAI
AND THE MECHANICAL CONTRACTOR. SEE MANUFA RER'5 C
STRUCTURAL STEL
I. DESIGN, FABRICATION, AND ERECTION OF 5TRUG URAL. 51
EDITION. ALL COLD ROLLED STRUCTURAL SHAPES 5 ALL'';ME
i
i
2. ALL STRUCTURAL W, 1, 5 AND C SHAPES SHALL ONFOW
MISCELLANEOUS STEEL MATERIALS MAY BE A5TM 36.5TRI
MINIMUM YIELD POINT OF 46 KSI. STRUCTURAL PIPIE 5HALL G
3. UNLESS SHOWN OTHERWISE, CONNECTIONS 5N L BE 5I
WITH THE STANDARDS OF THE AI5C. BOLTS, INCLUE NG ANCI
BY THE SPECIFIC CONNECTION DETAIL.
I
4. SPLICING OF STRUCTURAL STEEL MEMBERS 15, ROHIBII
TYPE AND LOCATION OF SPLICE. SPLICES SHALL BE DETAILE
5. BURNING AND/OR TORCH CUTTING OF HOLES NEMBEI
l
6. ALL WELDS SHALL BE MADE WITH A-233 CLAS i E-7.;0 5
ACCORDANCE WITH THE STRUCTURAL WELDING CODE AW5bl.f.
7. ALL STRUCTURAL STEEL SHALL BE SHOP PAI j D WITH
EXCLUDE PAINT FROM AREAS WITHIN 2 INCHES OF F� LD WELI
ACCOMPLISHED ON TH05E AREAS WHEN WELDING RATION
8. PROVIDE TEMPORARY BRACING FOR ACCURATE LUMBIN
CONTRACTOR SHALL MAINTAIN TEMPORARY BRACIIsliI UNTIL A
MOMENT CONNECTIONS, AND/OR WALLS) ARE IN5Td LLED AN
9. ALL OPENINGS THROUGH ROOF AND FLOOR DE .K5 ARE
FRAMING. OPENINGS LARGER THAN 6" SHALL BE FR ED{ WI1
SHALL BE WITH THE ARCHITECT'S APPROVAL.
10. PROVIDE THE FOLLOWING STEEL LINTELS FORC PENING5
BLOCK, UNLESS SUPERSEDED BY SPECIFIC DETAILS N TIME I
CLEAR OPENING LINTEL ANGLE
UP TO 4 FT. 3-1/2 X 3-1/2 ' 1/4
4 FT. - 6 FT. 4 X 3-1/2 X13 8
6 FT. - 8 FT. 5 X 3-1/2 X 3 8
SFT. -10 FT. 6X3-1/2 8
10 FT. - 12 FT. ` BENT PLATE X 3-1/2
11. REFER TO ARCHITECTURAL DRAWINGS FOR MI56LANEOI
i
STEEL JOI515
!
1. ALL STEEL JOISTS SHALL CONFORM TO 5PECIF
CHORDS SHALL BE ANGLES OR TEE SECTIONS. BRI
THE DRAWINGS. BRIDGING SHALL BE CONTINUOUS A ID TE
2. UNLESS OTHERWISE SHOWN, WELD ALL JOIIII TO STE
EACH SIDE OF THE SEATS. I,
3. ALL ROOF JOISTS SHALL BE DESIGNED TO E I5T A N
SHALL BE FABICATED TO SUPPORT 1-1,500 LB CON TRATE
THE 1/4 SPAN POINTS. NOTE: ONE CONCENTRATEDI DAD.PE
STEEL ROOF DECKS
I. THE ROOF DECK SHALL CONSIST OF STEEL P E WITH
YIELD STRENGTH - 33,000 P51
GAGE -20 j
SECTION MODULES - .139 IN.3/FT
MOMENT OF INERTIA -.151 IN.4/FT.
FINISH - GALVANIZED
PRODUCT - VULCRAFT ISF20 OR QUAL
STEEL DECK SHALL SPAN A MINIMUM 3 SPANS CO INUOU5
UTILIZING A 36/3 WELDING PATTERN AND 2 SIDE I P FASTE
AND REQUIREMENTS CONTAINED IN THE MANUFACT ER15 5
2. DECK DAMAGED BY BURNING OF HOLES, OVER ELDIN(
P -SIGN LOADS
1. THE FRAMING HAS BEEN DESIGNED ACCORDINGi THE; RE
DESIGN WIND SPEED = 75 MPH WITH 90 MPH 3 SE OND:; GU:
EARTHQUAKE SEISMIC CONSTANTS - SEISMIC CAT ORY A
SEISMIC USE GROUP I, IMPORTANCE FACTOR 1.0
i
2. THE FRAMING HAS BEEN DESIGNED FOR THE LOWING
ROOF = 20 P5F
STAIRS AND EXITS = 100 P517 UNIFORM OR 300 LFA ON AN
HANDRAILS AND GUARDRAILS = 50 PLF UNIFORM O 200 LB
I
INS AND CONDITIONS REFER TO ARCHITECTURAL DRAWINGS
TO THE ENGINEER FOR ANY REVISIONS THAT MAY BE
SNS, SLOPES, DEPRE55ED FLOOR AREAS, FINISHES,
I THE DRAWINGS. THE MECHANICAL CONTRACTOR SHALL
f SHOWN ON THE DRAWINGS THAT REQUIRE SLEEVING OF
Y REVISIONS THAT MAY BE REQUIRED. LOCATION AND 51ZE
NGS SHALL BE VERIFIED WITH THE MECHANICAL DRAWINGS
5 FOR ALL EQUIPMENT ANCHORAGES AND DETAILS.
EL SHALL BE IN ACCORDANCE WITH RISC SPECIFICATIONS, LATEST
THE REQUIREMENTS OF THE AI51, LATEST EDITION.
TO (45TM A572, GRADE 50. PLATES, ANGLES AND
:TURAL TUBING SHALL CONFORM TO A5TM A500 AND HAVE A
qFORM TO ASTM A53.
►P WELDED AND FIELD BOLTED AND SHALL BE IN ACCORDANCE
►R B LT5, SHALL BE A5TM A307 OR ASTM A325 AS REQUIRED
D WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER AS TO
ON THE SHOP DRAWINGS.
i IS) XPRE55LY PROHIBITED.
RIEELECTRODE OR BY SUBMERGED ARC WELDING 5.A.W. 2 IN
RU T INHIBITING PRIMER TO A 2 MIL DRY FILM THICKNESS.
:D C NNECTION5. FIELD TOUCH-UP PAINTING SHALL BE
AR COMPLETE.
AND TO RESIST ALL WIND AND CONSTRUCTION LOADS.
L PERMANENT LATERAL BRACING (INCLUDING DIAGONAL BRACING,
APPROVED.
10;. OPENINGS OF 6" OR LE55 REQUIRE NO ADDITIONAL
L4X4XI/4" OR AS SHOWN ON DRAWINGS. ADDITIONAL OPENINGS
V SOLID BRICK MASONRY, TWO BACK TO BACK FOR CONCRETE
EL FRAMING.
ATION5 HE STEEL J015T INSTITUTE, APPLICABLE SERIES. TOP
IG SH E3 ,RIGID CRO55-TYPE OR HORIZONTAL TYPE AS INDICATED ON
AT AT MASONRY WALLS CONCRETE WA I 1 5 OR STEEL BEAMS
CONNECTING PLATE,
REF. SCHEDULE FOR SIZE
I
TYP. BEAM - REF. PLANS
FOR SIZES CONFIGURATIONS
2" TO CL 3/4" DIA. A325 BOLTS
Sheet Issue'' Date:
07/22/08
Drawn By: uthor
a�C�A
1
e�
ti
C�D
i
rn
r`
rn
F ,
TYP. BEAM - REF. PLANS
FOR SIZES CONFIGURATIONS
2" TO CL 3/4" DIA. A325 BOLTS
Sheet Issue'' Date:
07/22/08
Drawn By: uthor
RM
L B RING SEATS WITH 1/8" FILLET WELDS, ONE INCH LONG ON
5 SF UPLIFT LOAD DUE TO WIND. FURTHER, EACH ROOF J015T
LOAD PLACED AT THE CENTERLINE OF THE SPAN OR AT EITHER OF
JOI T PER LOAD CASE EVALUATED.
HE OLLOWING MINIMUM PROPERTIES:
SHALL BE CONNECTED TO STEEL SUPPORTS BY WELDING
R SPAN. FOLLOW ADDITIONAL INSTALLATION INSTRUCTIONS
ATION5 AND PRODUCT LITERATURE.
"OR CONSTRUCTION LOADING SHALL BE REPLACED.
ENTS OF THE INTERNATIONAL BUILDING CODE.
)RTANCE FACTOR 1.0, EXPOSURE B, LOW RI5E/ENCLO5ED
LOAD5:
►F 4 5Q. IN.
NTRATED - EITHER IN ANY DIRECTION
E BOLTS �.L►, CONN t WELD
_...._m .._..... ..M.. �......... _mm......m .e.... _ __..._ PL. "T"
ELEVATION SIZE
_..__e_...._......_._.. ___..._... _._�.._._ W10 1 2 6° 1/4 3/16"
W12
-. "A" - NP. COL. CLIP CONN. Ll2
� -
3 g" 11 T 3/16"
>+
co
Y X
(L F-
a. v O LO
U O cu Op
N Cf)
� m
O
O U N
(n N O
�U
ti
C
co
N
O
0
a�C�A
N
e�
ti
C�D
i
rn
r`
rn
x
M
co
42
•°_.�P;�
C?
ti
ti
rn
ti
rn
Cn
o
'O
o
w
IX
z
--
(n
U
!
m
j
U
m
�
m
U
❑IIIII�'..�0,
�
N
M
N
❑ - �;.
u
M
►bl
�
o
RM
L B RING SEATS WITH 1/8" FILLET WELDS, ONE INCH LONG ON
5 SF UPLIFT LOAD DUE TO WIND. FURTHER, EACH ROOF J015T
LOAD PLACED AT THE CENTERLINE OF THE SPAN OR AT EITHER OF
JOI T PER LOAD CASE EVALUATED.
HE OLLOWING MINIMUM PROPERTIES:
SHALL BE CONNECTED TO STEEL SUPPORTS BY WELDING
R SPAN. FOLLOW ADDITIONAL INSTALLATION INSTRUCTIONS
ATION5 AND PRODUCT LITERATURE.
"OR CONSTRUCTION LOADING SHALL BE REPLACED.
ENTS OF THE INTERNATIONAL BUILDING CODE.
)RTANCE FACTOR 1.0, EXPOSURE B, LOW RI5E/ENCLO5ED
LOAD5:
►F 4 5Q. IN.
NTRATED - EITHER IN ANY DIRECTION
E BOLTS �.L►, CONN t WELD
_...._m .._..... ..M.. �......... _mm......m .e.... _ __..._ PL. "T"
ELEVATION SIZE
_..__e_...._......_._.. ___..._... _._�.._._ W10 1 2 6° 1/4 3/16"
W12
-. "A" - NP. COL. CLIP CONN. Ll2
� -
3 g" 11 T 3/16"
>+
co
Y X
(L F-
a. v O LO
U O cu Op
N Cf)
� m
O
O U N
(n N O
�U
ti
C
co
N
O
0
a�C�A
e�
C�D
42
•°_.�P;�