HomeMy WebLinkAbout0055680-Building3ITIE' WORK: The soil shall be graded to provide drainage away
fnom the buiNin� Maintain the grade levels shown on the plans
around the bui|�mg.
FILL Compacted hU ahoU be granular material which Is free of
debris and stones over 4" and reasonably graded. No frozen material
will be allowed.
BUILDING: The building is of type 8 construction designed for
JO P3F |ive lood and 20 P5F wind load. This design assumes
o soi| bearing copocity or JOOO P5F
PLUMBING: is not port of this drawing and shall be installed in accordance
w 'th the Wisconsin Plumbing Codo and any bco/ codes.
HEATING, VENTILAT AND AIR CONDITIONING: Is ot part of this
drawing. Separate plans ohoU be approved by the Wisconsin Dept.
of |ndushY. Labor and Human R,|o6nn,, Building Code, Chapter
Inds. 64 and any local codes,
ELECTRICAL WORK: Is not o port of this drawing and shall be installed in accordance with the State of Wisconsin Electrical Code and any
/000| codes.
EX� 'LIGHTS: SxoU be provided over all exit doors and ohoU be
marked thua�&. Every exit sign shall have the word ~EXD~
in plainly legible letters not |ea, then 6" high, with the principal
strokes of letters not |aea then 3/4" wide. Sign not required at
main entrance door. By others.
ACCESSIBLE PARKING: Shall be provided in accordance with the
State of Wisconsin administrative code chapter bS and ADA accessibility
guidelines as incorporated by |LHR Gg. Parking ocoo,o aisle shall
be o port of on ocoaaoib|e mute to building entrance and ohoU
be 36" minimum in width. Parking apoco, and access aisles shall
be level with o *aU—mointcined prepared surface and slopes not
exceeding 1:50 (2%) in all directions. Accessible parking spaces
shall be designated as reserved by o sign showing the oynbo|
of accessibility.
ACCESSIBLE DOOR HARDWARE: Handles, pN|n. |otchoa, lockn, and other
operating devices on accessible doors ahoU have o shape that is easy to
gra,p one hand and does not require tight grasping tight pinchin
or hoUng of the wrist to operate. Lovar t mechanisms push—
mechanisms, and U—shaped hnnmoo are acceptable designs. When sliding
doors are fully open, operating hardware shall be exposed and uaob|o
from both sides. Hardware required for ocoeyeib|a door passage shall
be mounted no higher 'than 48 in (1220 mm) above finished floor.
ACCESSIBLE DOOR CLOSERS: If o dour has o o|oscc then the sweep
period of the closer ohoU be adjusted so that from on open position of
70 degreea, the door will take at least 3 seconds to move to o point
3 in. (75 mm) from -11the' latch, measured to the leading edge of the door.
FIRE EXTINGUISHERS: Shall be provided and maintained by others.
AREA
DRIVEWAY
°,��3,D.EDLF_ ,u"`c �')/=
�� �� �� ��T�/ /
,``�`^^_��`^'��u—�— / '�'`/`/',�� .�,/�/_,_
VERIFY LOCATION WITI-11 OWNER
ACCESSIBLE -
DOOR `
l00f
- 1
|
4����SIB{E DOOR
|
4�'
1O�f7 | |
~
11' �� TO ��T
� [UNE_
�
�
/ .
�
|
/
| |
i
BUILDING LOCATION
123 EAST 10th STREET
os*xos*. WI 54/0*
"I hereb certif that these plans were prepared b
COUNTY: W|NNEBAGO me or under m supervision, and to the best of m
BUILDING USAGE: STORAGE knowledge, compl with all applicable codes."
�Vuaum»o�
PLOT PLAN
Po I
ELEVATIONS
Po u
FLOOR PLAN
Poo
TABLE
TYPICAL SECT
Po ^
OF
EwoWALL oowsTnucnow oETAILS___—Po
o
CONTENTS
sHEAR*wu DETAILS
PC a
MISC. DETAILS
pu ,
�
oIAp*m^oM /Cnow DETAILS ______po
o
�
Tnuss o|AGpmMs
Po 9
�Vuaum»o�
�
/
Lu
5.1
J'
CD
— "
CD�
° |
CD�
| C
m��`
�
�
/
CD
Lij
u
�_J
(/] �
Z
~~ — [L
--
_ t _]
MIN. I I �0' MIN.,96" MIN. 9 6" M I N.1
25Z' MIN.
u
�_J
(/] �
Z
~~ — [L
--
_ t _]
MIN. I I �0' MIN.,96" MIN. 9 6" M I N.1
25Z' MIN.
_j Q
< O
CC
W
U
Z
Z
O
O
I �
Q
O Q
00 Ljj
�. x
N W
0
W
Qo
m
;� z
6 '
d w
a
W
_jw
� <
Q Q
<z
O O
Q�
Ct�
r-
(f) Z
O �=
_j Q
< O
CC
W
U
Z
Z
O
O
I �
Q
O Q
00 Ljj
�. x
N W
COLUMNS
COLUMN SIZE
D HEPTH OLE
FOOTING SIZE
NUM BEERR 0
COLUMNS
REQUIRED
SIDEWALLS
3–PLY 2x6x20'-0"
5'-5"
s Txlff Cmwm (SE wm
18
CORNERS
3–PLY 2x6x20'-0"
4' - 10"
4%14' PRECAST CONCRETE
4
T
3–PLY 2x6x21'4'
4' - 10"
4%14" PRECAST CONCRETE
2
OB I
3–PLY 2x6x23'-0'
41-10" 14%14"
PRECAST CONCRETE
1
KIM
9%18" CONCRETE = 4"x14" PRECAST
FOOTING WITH 2-60# BAGS OF SACKCRETE
NOTE:
1) JACKBRACE ENDWALL COLUMNS AT EAVE HEIGHT
2)) USE NAILING PATTERN "A" AT BOTH ENDWALLS
SEE DETAIL ON PAGE 8
3) ::>c = BAYS WITH X-BRACING
4) 0 = ANCHOR COLUMNS WITH 2-60# BAGS OF
SACKCRETE AND 2-#4x12" REBAR FOR UPLIFT
(BY OTHERS)
18'
TO BE SET
BY OWNER pm_q
18'
18
18'
8'
10 BAYS AT = 80'-0"
rn
ACCESSORIES
ROOF--
COCOA—BROWN
LLJ
6' PLYWOOD SHEARWALL
1 -C AE WAT}R
SIDES TAN
GABLES TAN
DOORS
TRIM COCOA BROWN—
_QW
BY OTHERS
m w
SEE DETAILS PAGE 6
VENTS L-�10' STD. RIDGEVENTS WITH 2" THROAT-
ROOF PITCH
of
Z
3� <
3-10' STD. RIDGEVENTS
<
<
WITH 2' THROAT
o
U0
ry
NOTE- (COCOA BROWN)
CD
12'x12' 0, H. F. 0. HOLD BOTH ENDWALL OWNER LOCATE
TRUSSES UP 3 1/ 00 2" -V –
11_ 4 FOR NESTED PURLINS
11-1 1 SEE DETAIL PAGE 8
TO BE SET
BY OWNER pm_q
18'
18
18'
8'
10 BAYS AT = 80'-0"
10 BAYS AT 8'-0" = 80'-0"
STEM COLORS
NOTES
ACCESSORIES
ROOF--
COCOA—BROWN
100' +0" MARK ---SET
DIAGONAL
WALK DOORS
WINDOWS
LITES
6' PLYWOOD SHEARWALL
1 -C AE WAT}R
SIDES TAN
GABLES TAN
DOORS
TRIM COCOA BROWN—
_QW
BY OTHERS
ACCENTS
WAINSC.
SEE DETAILS PAGE 6
VENTS L-�10' STD. RIDGEVENTS WITH 2" THROAT-
ROOF PITCH
of
3-10' STD. RIDGEVENTS
WITH 2' THROAT
NOTE- (COCOA BROWN)
CD
12'x12' 0, H. F. 0. HOLD BOTH ENDWALL OWNER LOCATE
TRUSSES UP 3 1/ 00 2" -V –
11_ 4 FOR NESTED PURLINS
11-1 1 SEE DETAIL PAGE 8
3'x6'-8" SOLID 1D
WALK DOOR WITH HAIR–PIN CONNECTION
0 LEVER 11 _EVER LOCKSET, WITH #4 REBAR
LATCH GUARD, AND BY OTHERS
CD
T
E DEAD BOLT SEE DETAIL THIS PACE
B.E.=1100'+4'
10 BAYS AT 8'-0" = 80'-0"
STEM COLORS
NOTES
ACCESSORIES
ROOF--
COCOA—BROWN
100' +0" MARK ---SET
DIAGONAL
WALK DOORS
WINDOWS
LITES
BY THE DEALER
2-3068
1 -C AE WAT}R
SIDES TAN
GABLES TAN
DOORS
TRIM COCOA BROWN—
_QW
ACCENTS
WAINSC.
VENTS L-�10' STD. RIDGEVENTS WITH 2" THROAT-
ROOF PITCH
of
18'
1 715' WHITE VINYL
INSUL IN ROOFLINE
2x6 CORNER BRACING__�
AT THIS ENDWALL ONLY
CD
SEE DETAIL PAGE 7
c)
2x4 ROOFLINE
WIND BRACING
<
cn
3'x6'-8" SOLID ?�
WALK DOOR WITH co
LEVER/LEVER LOCKSET, j cl*li
LATCH GUARD, AND
DEAD BOLT
B.E.=100'+4"
E_
CON T. PURLIN DESIGN
TRUSS— 1 310d NAILS
20"
NAIL ALL LAPS
2x8 SPLASH
PLANK
#4x6'-O" REBAR "TO
TIE INTO W.W.M. IN FLOOR
(BY OTHERS)
#1 SP .60 CCA
3-PLY COLUMN
PRO VIDE BOND BREAK
AROUND COLUMN
(BY OTHERS)
2'-6"
1 MIN.
HAIR PIN DETAIL.
1 7/8" WHITE VINYL lNSUL. IN ROOFLINE
PREPRINTED FABRAL GRAND RIB III PLUS-
ROOF AND SIDE STEEL
#1/#2 SPF 2x4 PURLINS AT 24" O.C. —
RE: HEEL DETAIL --\
CD
#1 SP .60 CCA
3–PLY 2x6 COLUMN
USE #1 SP 2x6 GIRTS AT
'5
li 3/4" O.C. AT SIDEWALLS
USE SP SS 2x6 GIRTS AT
24 1/2" O.C. AT ENDWALLS
6–ROWS: GS=19"
12
3
SEE TRUSS 3—ROWS
DIAGRAMS 2x4 L.C.S.
SPACED EVENLY
cf
CD
CD
+
I ::E
CD
1 1) 1 f
1 00' +
HAIR–PIN CONNECTION
WITH #4 REBAR
BY OTHERS
SEE DETAIL PAGE 3
2x SCRAP BLOCK —
ATTACH TO COLUMN
WITH 5-10d NAILS 4 'x14 "O PRECAST
CONCRETE FOOTING
WITH 2-60# BAGS
OF SACKCRETE
18 ))
2x8 TREATED PLANK
PERIMETER INSUL
(BY OTHERS)
(SEE DETAIL THIS PACE)
CONCRETE FLOOR
ALL CONCRETE BY AND
INSTALLED BY OTHERS
` - LINER PANEL CEILING
v J
—LINER PANEL
3–PLY 2x6
.60 CCA TR EATED
TED
COLUMN
ADJUSTING BLOCK
I r__
BETWEEN TRUSS Hr-L.
BETWE
AND CENTER PLY OF
COLUMN 71 BE FIELD
CUT TO FIT
L_
ATTACH TRUSS TO COLUMN
WITH 2-1/2"Ox5 1/2"
BOLTS AND NAIL WITH
2-20d NAILS PER BOLT
-0
x
x
0
L-Li
^T
�
CD
#1 SP .60 CCA
3–PLY 2x6 COLUMN
USE #1 SP 2x6 GIRTS AT
'5
li 3/4" O.C. AT SIDEWALLS
USE SP SS 2x6 GIRTS AT
24 1/2" O.C. AT ENDWALLS
6–ROWS: GS=19"
12
3
SEE TRUSS 3—ROWS
DIAGRAMS 2x4 L.C.S.
SPACED EVENLY
cf
CD
CD
+
I ::E
CD
1 1) 1 f
1 00' +
HAIR–PIN CONNECTION
WITH #4 REBAR
BY OTHERS
SEE DETAIL PAGE 3
2x SCRAP BLOCK —
ATTACH TO COLUMN
WITH 5-10d NAILS 4 'x14 "O PRECAST
CONCRETE FOOTING
WITH 2-60# BAGS
OF SACKCRETE
18 ))
2x8 TREATED PLANK
PERIMETER INSUL
(BY OTHERS)
(SEE DETAIL THIS PACE)
CONCRETE FLOOR
ALL CONCRETE BY AND
INSTALLED BY OTHERS
` - LINER PANEL CEILING
v J
—LINER PANEL
3–PLY 2x6
.60 CCA TR EATED
TED
COLUMN
ADJUSTING BLOCK
I r__
BETWEEN TRUSS Hr-L.
BETWE
AND CENTER PLY OF
COLUMN 71 BE FIELD
CUT TO FIT
L_
ATTACH TRUSS TO COLUMN
WITH 2-1/2"Ox5 1/2"
BOLTS AND NAIL WITH
2-20d NAILS PER BOLT
-0
x
x
<
LLJ
0
LLJ
0
0 z
U
0
0
L.LJ
V)
0 1
u -X <
C o 0
00
a-
JOB NO.
2542-96
BUILDING CORP.
P.O. BOX 930220
VERONA, WI
53593-0220
SHEET
4 OF 9
L-Li
�D
M LLJ
LLJ
<
¢z
<
< o
U
CC
<
LLJ
0
LLJ
0
0 z
U
0
0
L.LJ
V)
0 1
u -X <
C o 0
00
a-
JOB NO.
2542-96
BUILDING CORP.
P.O. BOX 930220
VERONA, WI
53593-0220
SHEET
4 OF 9
1 / / ') CDC -),,A F)i ini IKI(' AT I A" n n
ir it
HOLD 13(
3 1/2"
#1 Sp r
NAIL TO
WITH 5-,
ENDWALL C-ONSTRUCTION- DETAILS
--i <
<
< 0 Ili
ry
Z
0
0
Ll J
C)
0
(7)
Z
0
<
O
00
2<
z
I
JOB NO.
2542-961
BUILDING CORP.
P.O- BOX 930220
VERONA, WI
53593-0220
SHEET
5 OF9
..Jr
SIDE WALL GIRTS
(SEE TYPICAL _L
FOR SIZE AND SPACING)/
Q0
m
M LL
LLJ
<
< z
< Y
<O
u0
(J
SIDE WALL GIRTS
(SEE TYPICAL _L
FOR SIZE AND SPACING)/
3—PLY 2x6
CORNER COLUMN
15/32' PLYWOOD
_
DOUBLE 2x6 WHALER
'WOOD
-ICE
BLOCKING AT
WOOD SPLICE
—N �L TO �|RTS
ATTACH 15/32 APA RATED SHEATHING
(EXP1 EXP2. OR EXT ) TO INSIDE OF
G|RTS AND BLOCKING
NAIL PLYWOOD EDGE— G|RT3 AND
BLOCKING WITH 5d NAILS AT 4^ O.C.
AND NAIL PLYWOOD TO G|RTS AT
INTERMEDIATE SUPPORTS WITH 8d
)F SACKCRBE
/|TH 2—#4x12"
�EBAR FOR UPLIFT
!^x14 PRECAST
:ONCRBE FOOT
'
/
TOP CHORD OF TRUSS
(PLYWOOD RUNS TO TOP
OF BOTTOM CHORD
ATTACH TRUSS, PLYWOOD, AND
WHALER TOGETHER WITH 1-1
ATTACH #1 3P 2x5 QRTS TO
COLUMN AT 24 O�C� VNTH
4-20d NAILS EACH
ATTACH #1 SP 2x6 BLDCK|NU
BETWEEN QRTS WITH 1-10d
NAIL AT 2 O�C.
2x8 TREATED PLANK
SECTION *YBpy
Of
Li
Li
ry
co
CUT DIAGONAL
T FIT TIGHT
ATTACH DIAGON ' '
TO GIRT WITH 4
NAILS EACH GUIR
2x6 #1/#2 SPI
2x6x16" TREATED
BLOCKING
ATTACH WITH 8-20d
NAILS
2x6 DIAGONAL BRACE DETAIL
ffj
_IFZAYJFM
- , U I LLL U V L-1 \ Lnt /-A L-'AVL- I UI\Llll
X = 2" FABROSEAL
0 = 2"-3' FABROSEAL (ADJ SIZE FOR INSULATION AS NECESSARY"
4= #12x3/4' STITCH SCREW WITH NEOPRENE WASHER
1. NAIL EVERY PURLIN AT OVERLAP
2. NAIL EVERY RIB AND PAN AT EAVE PURLIN
3. ALTERNATE RIB NAILING PATTERN EVERY OTHER
PURLIN AS SHOWN
4. #12x3/4" STITCH SCREW AT SIDELAP CENTERED
BETIWEEN PURLINS
37 3/4!' OVERALL
2 -3" FABROSEAL
36" COVERAGE
(ADJUST SIZE FOR INSULATION
rAS NECESSARY)
STITCH SCREW ROOF STEEL
6-OVERLAPS IN FROM EACH
E ND OF BUILDING
- -ROOF STEEL NAILING PATTERN
I < i
Li
<
cl� Li
0
Li
C) cf)
z
0
U
cn
V)
0 0
C)
0
00 0
_x U)
i
Li
0)
z
M LLJ
L.J
7-
3
< z
< V
< o
U
�
o
cf) z
D I—
I < i
Li
<
cl� Li
0
Li
C) cf)
z
0
U
cn
V)
0 0
C)
0
00 0
_x U)
i
PREPANTED FABRAL
ROOF STEEL
FOR ROOF Q,TFFL TO PURL|N-
2x4 NESTED
PURUN
TOP CHORD Or
ENDWALL TRUSS
-TIE jACKBRACE TO
TRUSS WITH 18" OF
STEEL BANDING TIE
AND NAIL WITH
A
20d NAILS
VERTICAL
LOWER CHORD
V 2x4
STABILIZER
1x4 HUR�.
� TO 2,4 BRACE
#1 Sp .50
SECTION �� WITH 1 O NAILS
3—PLY 2x6 COLUMN AT 12" 0. C.
EXTEND FIRST SHEET OF STEEL 3/4
PAST EDGE OF ENDWALL IRUSS TO
ALI - OW FOR NAILING AT THE PAN
AREA FOR DIAPHRAGM ACTION
(WITHOUT OVERHANGS)
_-_---_
AT " ".^.
_m---
-
GABLE TRIM
------ PREPANTED FABRAL
m
ROOF STEEL
ATTACH WITH 1-20d NAIL AND /-2x4 PURUN
TOEN�I WITH 2-20d NAILS
�— TOP CHORD — CHORD OF TRUSS 1 -'1 Od NAIL —2x4 LOWER
STAB ILIZER
2-1Od
NAILS \ 7
'
/
�
~�
��
IF RIB AT ENDWALL NAIL ROOF STEEL TO PURUN
BLOCKING/TRUSS WITH 2—FABROSEALS PER BLOCK
IF PAN AT ENDWALL SCREW ROOF STEEL TO PURUN
BLOCKING/TRUSS WITH 2-1^ TRU—GR|PS PER BLOCK
DIAPHRAGM DESIGN VALUES NAILING PATT[RN
103 \by. PER LINEAL FOOT
PER 10' PANEL '
NAILS AT 9" OC
Li
^
30-� }
/or C110flo L/vs LOAD 30.00 rmF
mp mmnn ocxn LOAD 4.00 pnp
mor mmwo osw/ Lo^o r.uu psF
rorxL ou/ronu Loxu 41.00 roF
Luxo ounAr|ou pACron /sx
TI xxn S.P. #1 wo/o
n| oxu e.r1 oo wo|o
WI 2x4 S.P. wo uo1e
rnp AXIAL no/ ^xwL
msuncn r mn msuuen rm�e m
1 ' x -1071 TI o- n /nono n
,- » -9218 TI o- 7 no/o u/
o- 4 -oc/o 71 /- 1 /000u u/
^- e -10713 7|
SPLICE: 7 - =xs x 6.7
PLATES
`' '�J------
tp| AnALvS|o
LM PLAT15 I SERIES:
01.0
11ER'Eil 6Eh lk THAT THIS PLAN, SPECIPICATIO14
K 160A,200 rSI
GROSS
SUPERVISION AN� A DULY REGISTERED
ONAL 4EE NDEn THE LAWS OF IOWA.
TRUSS
PURLIH
I ItEnEUN CERTI Y THAT 7111S PLAN, SPECIFICATION
SPACING:
24.06 IN, CENTERS
GOPERVISION AND I AM A DULY REGISTERED PROFES-
SIONAL ENGINEER UNDER TtIE LAWS OF MINNESOTA.
1 3820
5 3820
-
i
DATE i tp NO 11543
WEB AXIAL
MEMBER FORCE LBn
WEA AXIAL
MEMBER ronce LI3R
MN REG.' 140 10742
DESIGN UhDEA 41-85 (AS AkENDED BY STATE OF MN)
, ^ /"'x n.
6- 3 2505 W1
7-,3 2565 w/
6-14 -1872 WI
�»
,"`R 2 3)c
BEARING ATTACHMENT AND BOTTOM CHORD
BRACING DETAILS.. THIS DESIGN APPLIES
TO BOTH OPEN WALL AND ENCLOSED WALL
- 5209
St
to
IAL
K5x 12 01
9
o ^
?x1J WEVGE 7 4x7 6 \4x V�j
2x6 WEDGE
5.5 IN
IN
BAG
010.�l Will ralq Of 8C pr u
ca
if, I i 0
u dn� I I I,
11 111 11w all fac n aill � I t d e I 1 Q r f
at Of at TIM p lea Ill 11 1 Ca
"ITI! w I apwo if I I I ? ( j I "i 0 ,� I ant 3 sly I
�Iuflleckion Im liv W I ( ())0 no , exc� A A if 33 1 es a S 3 11 , �t
ed
ly(i trusses. L�2fl Pic"( If IU3303 wi C [III an Co — Tir U I plt Instims
ro ' —'------
10 o/��/ » oz 1� /-----�
`
.
24'x80`x15'-4" VY|3CONB|N COMMERCIAL
sym
01.0
0
24'x80`x15'-4" VY|3CONB|N COMMERCIAL
sym