HomeMy WebLinkAboutBuilding Permit 07-0856
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I PERMIT NO. 07, 085hl
CITV OIY PIllOIl LlUE DUILDIl\JQ PEIlUIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
File
City
Applicant
ZONING (office use)
M- STrc
LAtcE
LVD,
~
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID 25:
OWNER
(Name)
S \1\'\ ~~
\
o S 0,-,- ~
(Phone) e, I.)' 1 ~ (j- b 7 tY 'J
(Address)
~l\')
BUILDER ,
(Company Name)----.fV\. t'ST""r G L Ar.'I-G
(Contact Name) D~~ ~TM
(Address) 2-J 0 0 rA '( Sf Ie
\
CASt IUD ~ t\oTEL (Phone)
(Phone)
M. " tJ r-.J ,
5
2-
TYPE OF WORK ~New Construction ODeck o Porch ORe-Roofing ORe-Siding OLower Level FinIsh 0 Fireplace
OAdditlOn OAlteration OUtility Connection
liaMisc~ -Bus s-tt-a.:rE7U'J ~t~(~\'~CAt.l?PY
~ J':)) PROJECT COST/VALUE $ 51, 7 So. 0 0
Lo/ (excluding land)
I
E
II
F
I
III
H
2
IV
I
3
V
M
4
A
R
5
CODE: DI.R.C. MI.B.C.
Type of ConstmctioC
Occupancy Group: A B
Division:
I here y certify 1at I have h.1rmshed mformation on this applicatIOn which IS tl) the hest uf my knowledge true and correct I also certIfy that I am the owner or ilutlwnzed agent for the
above mentlllned mpcrty and that all constrUCl1on WIll conf()rm to all eXlstmg state and !ocallaws and will proceed in accordance wtth submitted plans. ! am aware that Ihe bUIldmg
ofticia can revok tlus permIt for -t caus' Furthermore, 1 hereby agree that the City official or a deSignee may enter upon the propelty to perform needed mspectHlI1S
_~ z.., ( 07
Date
x
Contractor's License No.
9/5/07
Date
#
#
Permit Valuation l; / Park Support Fee
Permit Fee $ SAC
Plan Check Fee $ Water Meter Size 5/8"; 1";
State Surcharge $ Pressure Reducer
Penalty $ Sewer/Water Connection Fee
Plumbing Permit Fee $ Water Tower Fee
Mechanical Permit Fee $ Builder's Deposit
Sewer & Water Permit Fee I $ Other
Gas Fireplace PermIt Fee $ TOTAL DUE
#
#
This Application Becomes Your Building Permit When Approved
1~7~
I Bllildll1g Unielal
Ll'1.fS8
5#4'tJ
ThiS IS to certify that the request in the above applicatIOn and accompanY1l1g documents is 111 accordance with the City Zoning Ordinance and may proceed as requested ThiS document
when signed hy the City Planner constItutes a temporary Certificate of Zonmg compliance and allows construction to commence Before occupancy, a Certificate l}f Occupancy mllst he
issued
'1-7-07
Date
24 hour notice for all inspections (952) 447-91150. fax (952) 447-4245
4646 Dakota Street Prior Lake. MN 55372
Special Conditions. if any
White - Building
Canary - Engineering
t:::"Pink - Plannl~
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
, I '
Accepted
Denied
x
Accepted With Corrections
lfI~.
Date:
9-7- 07
Reviewed By:
Comments:
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT S ~ s c.....
APPLICATION RECEIVED 8( L- Cj I () 7
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
2- L 3 0 SC>lA 'r 'f- lR--I. tV, W,
(2..Lfot) M'{sT"c.. LA~E: ~LI{{J.)
Accepted With Corrections /'
Accepted
Denied
~I-~.
,
~~
r
~ -j-c-t~
~ o-.-f)
Date: ?Islo 7
~ "1 or--~J ~
~.I"~'
Reviewed By:
Comments: ~
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
~. -;a:d'ig
. nary - En Ineerlng~
P n - ann n9
BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST
NAME OF APPLICANT S I'~ S c...
APPLICATION RECEIVED 8/ L C; /6 I
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
2""2.30
Sou', y: -Tl2). rJ: W,
Accepted
Denied
)(
Accepted With Corrections
Reviewed By:
~
Date: --.:J- ""0 7
Comments: See Reverse Side for Additional Information I
See AttacIlments: 1) dr~p; Plan. 2) Erosion- Control Me$s~s
. -
liThe issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid. II
EROSION CONtROL MEASURES
FOR BUILDING COJ,fiRACTORS
Whenever grading Dr excavating for the purpose of constructing a building occurs, the City of
prior lake erosion control standards mue;t be appned. The standards will reduce the erosion of
solis Into the City's storm seweTS. waterways and roads. This handout provides you wlth the
information you need to comply with these standards.
An erosion control plan will be created for the 8~ as part of the perm" review process. Failure to
comply with the approved pla~ during cDn*IrUCIIOn WIll result In the loss of the $1,500.00 deposit,
plus the builder will pay for the cost of the comdon work. .
Build a rock construction entrance IInd e~ aUt fence.
The silt fence will be In place prlQr to'the foQtlng IMpectlDn. The rock construction entrance wUl
be constructed concurrently with the bac1dllllng of the footings. Slit fence will be required, as
needed, to Intercept Water flowing off the lot. Slit fence perpendiculaT to and across rear or side
drainage swales shall be 20' long, centered on the swele, and spaced no mOTe than 1 DO' apart.
Slit fence will be required behind all curb at a distance of five feet behind the curb, except at the
rock construction entrance, and will extend 10' beyond the property line. The 10' extension may
be waived when the adjacent lot is sodded and installation of slit fence would damage the sod.
For spring construction, slit fence will be constructed as SODn as the frost is out of the ground.
Posts will be spaced at fOUT feet or less and driven at least 2 feet In the ground. Posts will be
two-Inch square or heavier wood pos~ or standard T or U section steel posts. The rock
construction entrance shall be 20' wide and 5' deep and be constructed of l' - 2' clear rock from
tJ:Ie back of the curb to the front of the house.
It wlll -be the ruoonslbllllV of the -aeneral contractor to:
1. Maintain the entrance and slit fence In working condItion.
2. Ensure that all sub-contraDlors and suppliers use the rock construction entrance only.
3. Keep the slit fence and the rock construction entrance In operation until final grading and
sodding have been completed Bnd the driveway paved.
penaltv for faRina to comDIv with the Erosion Control Standards.
If a deficiency Is noted In erosion control on site. you will. b~ given 24 hours to correct the
deficiency. It Is Important that you Inform the City as soon as correQ\lon Is made, as the City will
consider the work undone until so ,Informed. Failure to correct the deficiency within this time will
result In forfeltUre.~ the BuDder'S Deposit and the City will direct 8 third party to correct the work.
In addition to the forf8lture. yol,i WIll bebBled for the cost of corrective action. Inspections will not
resume until a new Builder's Deposit has been submitted. -
TYPICAL EROSION CONTROL MEASURES FOR A STANDARD HOUSE LOT
I' SUt Fence / ~\
\ \
I IIape ~J
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C A$iNb .. }i Qrt L
Mystic Lake Casino and Hotel
2400 Mystic Lake Blvd.
Prior Lake, MN 55372
(952) 496 - 6982
(952) 496 - 6959 FAX
LETTER OF TRANSMITTAL
ATTENTION:
ITEMS
QUANTITY
1
1
1
REMARKS:
SIGNED:
COPIES TO:
TO:
SMSC Land Office
2330 Sioux Trail N.W.
Prior Lake, MN 55372
DATE: 27-Aug-07
PROJECT: Entertainment Center
MP002-00 14
Dan Elstad
Building Official
X Attached
SENDING
VIA
For Your Use
X As Requested
For Review
Mail
Overnight Service
Messenger
X Delivered
Picked Up
Inter-Company
Fax
Under Separate Cover
For Approval
DATE
l2-Jun-06
l2-Joo-06
l2-Jun-06
DESCRIPTION
Site Plan - AU.3 (30x42)
Exterior Stair at Team Member Parking - Plan (8.5xll)
Exterior Stair at Team Member Parking - Section (8.5xll)
Drawings for City of Prior Lake as requested.
You also requested cost of contruction for the entrance awning, transit shelters and exterior concrete stair.
The total for those items for material and installation was $59,750.00.
Ross Stickley
Roman Mueller (w/ol atachments)
File
This document may contain information that is privileged and confidential and/or exempt from disclosure under applicable law. This document is intended solely for the individual or
entity designated above. If you are not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient, you should understand that any distribution,
copying or use of the infonnation contained in this document by anyone other than the designated recipient is UNAUTHORIZED AND S1RIClL Y PROHIBITED. If you have received this
docwnent in error, please immediately notify the sender by telephone.
+964.0'
VERIFY
HANDRAIL- REFER
TO 7/A6.7.2
(/)
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.n
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STAIR SECTION
SCALE: 1 /4" = 1 ' -0" 138001 \5ECT\5T AIR\P ARK -5T AIR.DWG
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VERIFY
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. STAIR WIDTH, .
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VERIFY
5T AIR PLAN :A T
BUS 5HEL TERS
SCALE: 1/4"=1'-0" 138001 \MSTRSITE\SITE ~GC-EC.DWG
M"~-n.c:. t..A-~ C~(NO
~ie:p:rA.l~M~.,. oe-N.~
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.. .. .. ..
.. . .. ...
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c~Jill~ ; ~ ~i4 L
Mystic Lake Casino and Hotel
2400 Mystic Lake Blvd.
Prior Lake, MN 55372
(952) 496 - 6982
(952) 496 - 6959 FAX
LETTER OF TRANSMITTAL
ATTENTION:
ITEMS
QUANTITY
3
3
REMARKS:
SIGNED:
COPIES TO:
TO:
SMSC Land Office
2330 Sioux Trail N.W.
Prior Lake, MN 55372
DATE: 2l-Aug-07
PROJECT: Entertainment Center
MP002-00 14
Mail
Overnight Service
Messenger
X Delivered
Picked Up
Inter-Company
Fax
TIus document may contain infonnation that is privileged and confidential and/or exempt from disclosure under applicable law. This document is intended solely for the individual or
entity designated above. If you are not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient, you should lUlderstand that any distribution,
copying or use of the information contained in this docmnent by anyone other than the designated recipient is UNAUTHORIZED AND STRICTLY PROHIBITED. Jfyon have received tiris
document in error, please immediately notif)r the sender by telephone.
Dan Elstad
Building Official
X Attached
SENDING
For Your Use
X As Requested
For Review
For Approval
VIA
Under Separate Cover
DATE
l5-Aug-07
l5-Aug-07
DESCRIPTION
Transit Shelter Wet Signed Structural Calculations
Transit Shelter Wet Signed Shop Drawings
Calculations for City of Prior Lake as requested.
Ross Stickley
Roman Mueller (w/o/ atachments)
File
t hereby certify that this plan, specifi-
cation or report was prepared by me or
under 'my direct supervision a~d that I
am a duly Registered Pr fesslonal
Engineer under th ; laws f the state of
Minnesota. \ /
R.T. WHARTON & ASSOCIATES, INC.
14125 TELEPHONE AVE. UNIT 3
CHINO, CA 91710
(909) 590-7470 (909) 590-7490 FAX
STRUCTURAL CALCULATIONS
S.I.G. INDUSTRIES
SMSC GAMING ENTERPRISES
SHEL TER 72" WIDE x 143" LONG x 89" EAVE
MINNESOTA
OcAljG 1 5 ZODLRegistration No. 19065
width:= 72.1N
length:= 143.IN
eaveht:= 89-IN
aboveeave:= 9.1 N
overhang:= 12-IN
MA THCAD DEFINED UNITS ARE
IN",1L FT",12.IN SI",IN2 LB",1M
SF '" FT2
LB
KSI '" 1000--
IN2
Fb:= 33000.PSI
E '" 29500. KSI
LB
PSI",-
IN2
LB
PLF '" -
FT
LB
PSF '" - Fy := 55. KSI
FT2
CI",IN3
DESIGN PER 2003 IBC
GRAVITY
ROOF LIVE LOAD..._....._.. LL:= 45. PSF
ROOF DEAD LOAD_........ DL:= 5.PSF
BOOTH DEAD LOAD......... DLB:= (width + overhang-2) . (length + overhang.2) .10-PSF
DLB = 1113_33 LB APPROX. DEAD LOAD
WIND LOADING @ 90 MPH 3 SECOND GUSTS, EXPOSURE B SIMPLIFIED METHOD
FIND MAIN WINDFORCE-RESISTING SYSTEM PRESSURES
A:= 1_0 ADJ_ FACTOR FOR HT. & EXP. FROM TAB. 1609_6.2.1(4)
Iw:= 1.0 BLDG. CATAGORY II, IMPORTANCE FACTOR
Ps30 := 12_8-PSF TAB.1609_6.2.1(1) WORST CASE AREA "A"
Ps:= A-lw-Ps30
Ps = 12.8PSF
HORIZONTAL (MWRS)
FIND COMPONENTS AND CLADDING PRESSURES
Pnet30_r:= 36.8.PSF ROOF UPLIFT, TAB. 1609.6.2. 1(2) ZONE 3, 10sf TRIB.
Pnet30_w:= 19_5.PSF WALL, TAB. 1609.6.2_1 (2) ZONE 5, 10sfTRIB.
Pnetr:= A'(w'Pnet30.r
Pnetr = 36_8 PSF ROOF UPLIFT (COMPONENTS)
Pnetw := A.lw'Pnet30.w
Pnetw = 19_5PSF WALL HORIZONTAL (COMPONENTS)
fo~ ~
EARTHQUAKE LOADS (SIMPLIFIED METHOD)
55:= .05 MAX. GROUND MOTION SITE CLASS B (FIG. 1615_1)
Fa := 1.5 SITE COEFFICIENT (TABLE 1615.1.2(1) SITE CLASS D
5M5:= Fa-5S 5MS = 0.08 EQ_ 16-38
2
50S := - -5MS SOS = 0.05 EQ_ 16-40
3
R:= 3.5
RESPONSE MODIFICATION COEFF. (TABLE 1617.6_2 SYSTEM 3.D) OMRF
1_2-S0S
V:=
R
v = 0.02
BASE SHEAR FACTOR
(PER SEC. 1617.5 SIMPLIFIED METHOD)
FIND REDUNDANCY FACTOR
( length - width)
Atot :=
144.IN2
VIOl
Atot = 71.5 SQ. FT_ Vtot:= 1
2
,max:= -
Vtot
,max = 0.5 TOTAL_ STORY SHEARJOMRF RATIO
20
P:=2- P=-2.73
,max.v Atot
< 1.0 THEREFORE REDUNDANCY FACTOR IS 1.0
E:= P.V
E = 0_02
HORIZONTAL SEISMIC FORCE FACTOR
ALTERNATIVE BASIC LOAD COMBINATIONS (pER SEC.1605.3.2)
ALLOWABLE STRESS DESIGN, 1/3 INCREASE IS ALLOWED
1. D+L
2. D + L + (roW)
3. D + L + E/I,4
6. .9D + E/I,4
WHERE, D = DEAD LOAD
L = LIVE LOAD
W = WIND LOAD
ro = 1.3 = FACTOR INCREASE FOR WIND LOAD.
MATERIAL SPECIFICATIONS
STEEL: Fy = 55,000 PSI
CONCRETE: fc = 3000 PSI (NO INSPECTION REQUIRED)
EXPANSION ANCHORS: HIL TI KBII
P:= 1_0
1/
CHECK FOR BOOTH HOLDOWN ANCHORS
SEISMIC Aroot:= (width + overhang-2) . (length + overhang.2)
2
Aroot = 111_33 FT area of roof
E
Mso:= (LL + OL).Aroof-eaVeht.-
1.4
Mso = 505.54 FT-LB OT MOMENT SEISMIC,
LIVE LOAD INCLUDED
WIND 0) := 1_3 INCREASE TO WIND WAD FOR ALLOW. STRESS DESIGN
2
length
Mwo:= [ps-O}-aboveeave-(Iength + overhang-2).eaveh~ + Ps-O}. -eaveht
2
Mwo = 10050.9 FT.LB OVERTURNING MOMENT WIND GOVERNS
PARAPET
EAVE
shear:= (PS.eaVeht-length)-co + ps.aboveeave.(length + overhang.2)-co
BOOTH
c
z
~ -( RESULTANT
z
CJ
shear = 1644.36 LB WIND SHEAR
(width - 6.IN)
Mr:= OLS'
2
Mr = 3061.67 FT - LB BOOTH DEAD LOAD RESISTING MOMENT
Mwo - .67.Mr
holdown :=
width - 6.IN
holdown = 1454.47 LB
HOLDOWN FORCE FROM HORIZ. WIND
uplift:= (Pnetr - OL)'ArOOf.O)
uplift = 10146_821b
HOLDOWN FORCE FROM WIND UPLIFf
alloWT:= 1125.LB
ALLOWABLE PULLOUT FOR 5/8" @ 4" EMBEDMENT 2500 PSI CONCRETE
allowS:= 3125.L8
ALLOW ABLE SHEAR
shear
+
holdown
alloWT.3
+
uplift
= 1.2
alloWT.6
OK < 1.33
(6) 1/2" HOLDOWNS ARE ADEQUATE
allowS.6
CHECK TS 3"x 2"x .120" ROOF JOIST Fy = 55000 PSI Fb = 33000 PSI
IN:= 1L 8:= 3.IN 0:= 2.IN SI:= IN2 81:= 2.76.IN 01:= 1.76-IN
E := 29_5.106.PSI
A:=B-0-B1.01
A = 1.14SI
3 3
8.0 - 81.01
1:=
12
o
~
D1
1= 0_751N4
r :=
3 3
8.0 - 81-01
12.A
B
3 3
8.0 - B1.01
Sx:=
6.0
3
Sx = 0.751N
r= 0_81 IN
SPAN := length
SPAN = 143 IN
w:= 18.IN.(LL + OL)
w = 75PLF
UNIF GRAVITY LOAD
.1:J
Wup:= (Pnet.r - OL).18.IN
SPAN2
fb:= -wup
8.Sx
Wup = 47.7PLF UPLIFT LOAD
fb = 13618.43 PSI
fb
- = 0.41
Fb
OK < 1.33
CHECK TS 3"x 3"x 0.083" PERIMETER HEADERS TO SUPPORT ROOF LOAD
IN:= 1L 8:= 3.IN
A:= 8.0- 81.01
8.03 - 81-013
Sx:=
6.0
Span := width
0:= 3-IN SI:= IN2 81:= 2.83.IN 01:= 2_83.IN
3 3
8-0 - 81.01
A = 0.99SI 1:=
12
o
1=1.4IN4
3
Sx = 0_941N
3 3
8.0 - 81.01
12.A
r=1.19IN
r :=
Span = 72IN
length + overhang.2
W:= .(LL + OL)
2
~
B
w= 347.92PLF UNIF GRAVITY LOAD
( ) length + overhang. 2
wup:= Pnet.r - OL - 2
2
Span
fb:= -,wup
8.Sx
wup = 221_27 PLF UPLIFT LOAD
fb = 12758.66 PSI
fb
- = 0.39
Fb
OK < 1.33
CHECK TS 3x3x.083 FRAMES TO RESIST LATERAL LOAD
IN:= 1L 8:= 3-IN
A:=8.0-81.01
3 3
8.0 - 81.01
Sx:=
6.0
0:= 3.IN SI:= IN2 81:= 2_83.IN 01:= 2_83-IN
8.03 - 81-013
A = 0_99SI 1:=
12
o
1= 1.41N4
3
Sx = 0.941N
3 3
8.0 - 81.01
12-A
r = 1.191N
r :=
~
B
01
01
+
TWO FRAMES RESIST WIND FORCE
shear
F:= -
2
F = 822.18LB
WIND FORCE TO FRAMES
WELDED FRAME MEMBERS
CANTILEVER ARM IS 77" FOR COLUMNS
F.77-IN
Meal:=
2.2
Meal = 1318_91 FT.LB
Meal
fb:=-
Sx
fb = 16899.56 PSI
fb
- = 0.51
Fb
OK < 1.33
DEFLECTION
3
F-(77.IN)
Ll:=
3.E.I.2
Ll = 1.511N
STORYDRIFTALLOW:= .025-eaveht
STORYDRIFTALLOW = 2.231N
USE FULL THICKNESS 1/8" BUTT WELDS FOR TUBE FRAME
CONNECTIONS (ALL AROUND)
fv
OK < 1.33
MEMBER
DEPTH
~
'OJ
4 MEMBER DEPTH
: ""'-JS 114 INCH
Meal
fv:=
2_75.IN.6.IN
LB
fv = 959.21 -
IN
= 0.53
LB
900.-.2
IN
PlAN VIEW TUBE FRAME SHOWING
HALF OF WELD GROUP AT MOMENT
CONN.
t3
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Anchorage.
This involves the location, style and strength of connections from the awning or canopy to the
building or to its foundation. Proper design of this element assumes a recognition of the amount of
force occurring, and the direction in which this force acts, at the connection at the time that the
maximum design load occurs on the frame. Most common types of connections involve expansion
anchors, wood lag screws and adhesive anchors.
Expansion anchors are used to fasten awnings to concrete
surfaces. They develop their essential strength by pressing hard
against th side of the drilled hole in which they are set. This
pressure results in high frictional resistance to pull out. While
these kinds of anchors have been successfully used for a long time
and may be well manufactured, their use requires more good
judgement. Obviously, when fastening to concrete surfaces,
expansion anchors may be the only practical choice.
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Wood lag screws are tapered to a point and do not utilize nuts.
These are not as sound as bolt through connections because they are
subject to pulling out as the wood surrounding their threads crumbles Oy/
chips. Their strength, then, is proportional to the hardnE3J,j;Qf.tbe-wo6Cl in
which they are embedded. In r:nany-awning-appTicaHons that require
fastening to wood frarrtiAg, other connections are not possible and wood
lag screws may be The best available option. .'
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Adhesive anchors have been made available in recent years to
provide the awning installer a way to address field situations in which
the preceding anchor types are not suitable. Examples of such
conditions are veneer brick surfaces and fasteners located close to
corners, where the high pressures associated with expansion anchors
will raise the risk of being pulled out. Adhesive anchors are bonded
directly to the substrate by filling an oversized drilled hole, which
contains the threaded fastener, with an epoxy adhesive. This system
does not rely on pressure. A certain amount of cure time may be
required before the anchor can be loaded.
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When anchoring awnings and canopies, the awning contractor is often attaching to existing
structures (buildings, wall, roof, foundations, slab, etc.). Responsibilities for assuring that these
structures are safe for the additional loads imposed on them must be properly coordinated.
Proper anchorage is the single most important structural quality of an awning design.
. All about Fabric Awnings- A guk1e for cI/y off/ckJ/s. achllects and design professionals by: ProfessJonal AwrJng Manufacturers AssocIatIon a dMslon of IFA/
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PRIOR LAKE
INSPECTION
If/IftO. RECORD
SITE ADDRESS ~ ~ ~.
TYPE OF WORK ~ t!,S e.4 'S z.n
USE OF BUILDING //le - It UTILiTY ,,,
PERMIT NO. 07( O~5(O DATE ISSUED 1/5!tJ 7
BUILDER M ysrk JA~ C/JMlltMIJ;l::l!- PHONE ./z. -''--'1-'W'I
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
DEPARTMENT OF
BUILDING AND INSPECTION
INSPECTOR
DATE
_ I I
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
I FRAMING I~, I/O/Z'//o7
I FINAL I~. I I~/-z,%?
FOR ALL INSPECTIONS (952) 447-9850
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16 88 1 " x 3/8" STANDING SEAM U
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8" I C) (Doo
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77" 1004" n
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2 ' i ;' �i 75
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7" 1� REMOVEABLE REMOVEABLE "
II STAINLESS STEEL PAN STAINLESS STEEL PAN
4 1
REMOVEABLE STAINLESS STEEL PAN 3G"
102 ° OPENING 5 66"
143 "
72 "
Cl
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FRONT ELEVATION LEFT ELEVATION '
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SCALE 2' = 1 ' - 0° E 2 SCALE i _ I ' - 0" W X M a
2 C o U d
RIGHT ELEVATION a cowCID
I hereby certify that this plan , specifi • OPP051TE
cation , or report was prepared by me or z w 5 N
under my direct supervision and that I w o w �
am a duly Pegistere;:: Professional _
Engineer cinder the I ws or t ' e citeLe of B . I . G . ENTERPR15E5o 00 0
Minnesota . THESE PLANS , DRAWINGS , AND/OR CADD FILES ARE THE C
COPYRIGHTED WORK OF B . LG , ENTERPRISES AND IS A
I son TRADEMARK OF B . LG . ENTERPRISES . COPYING OR UNAUTHORIZED
Lo
� � e� 200 USE OF THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED
Date egistra 'rion No . 1 � 65 TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE
AND FEDERAL LAW. m B . I . G . ENTERPRISES 1988 ALL RIGHTS
RESERVED
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7" T�REMOVFABLE STAINLESS STEEL PAN L.REMOVEA15LE STAINLESS STEEL PAN
4 I
5 " r G7" G3 ° 5
1 hereby certify that this plan , specifi -
143 " cation , or report was prepared by me or
REAR ELEVATION 9 co
under my direct supervision and that I
E3 _ am a duly Registe ed P , f ssional z ; CO
SCALE — I ' - 0" Engineer under th laws of t e state of v;
w < �
2 — Minnesota . � Q
dc= W �
wet
w oDat� ��200 � egistration No . 19065 w N
�j o W
B . I . G . ENTERPR15E5o °n F
THESE PLANS , DRAWINGS , AND/OR CADD FILES ARE THE O U
COPYRIGHTED WORK OF B . I . G . ENTERPRISES AND 15 A O
TRADEMARK OF B . I . G . ENTERPRISES , COPYING OR UNAUTHORIZED
USE OF THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED
TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE
AND FEDERAL LAW. 14 B . I . G . ENTERPRISES 1985 ALL RIGHTS
RESERVED
f—
W
W �t0 �n
C
D3 143 "
5 3 It 311 311 GENERAL NOTES :
32" 32" 30" 38" o
I . All frame work to be 3 x 3 , 2 x 3 x . 083 and I x 3 x OG511 o p
stainless steel tube from the header down . w U W
3 " i ! I a . Unit to have removeable painted stainless steel pans between 00 ate') CO O
the stainless Steel sill strap and window sill tube . �— W N Z
2 . Unit to have custom I Ifstanding seam Dome style roof with a o Q
32" i 2 " nominal fascia , 12 overhang on two sides and 8" overhang N ry LL!
i on two ends . W —j
' STAINLESS STEEL BENCH ! 2a . Unit to have no ceiling . Underside of roof deck * joists will H m < 0
i 10011 ! be exposed .
2 72 ° 2 D6 2b . Booth roof and framing above header to be painted mild steel
! 4 3 . Unit to have steel framed window angles with painted , aluminum
! removeable window stops . Glazing to be 1 /4 " Clear tempered
! i safety glass throughout . Front wall to have a 3G " clear opening .
32" ! i LU
3a . Window stops to be secured using stainless steel screws (n
! ANCHOR CLIP i
(G Ics) i 4 . Unit to have a I Gga stainless Steel bench with backrest .
i
p Bench to be 1 00" long with black powdercoat finish . LU LU
3° 5 . Unit to have six interior stainless steel anchor clips . Six 5/8 " w w
} = i hllti Quik Bolts with 4 " minimum embedment in 3000psi Q
— 32" -II-- 3211 I-- — 29 "---I I--- 36 "it. _ . . _ . . OPENING .---, y 5 i concrete are required for placement of booth . Concrete z L . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . ._ . . _ . . _ . . _ . . _ . . _. . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . _ . . _ _. _ . . _ . . _ . . _ .. _ . :)
to be level . If sloped , slope towards drain opening (s) z
on booth . Concrete, bolts and mounting shall be by others .
G . All exposed steel surfaces to be coated with two part rust ~
inhibitive epoxy grey primer , and two component high solids
FLOORI IAN polyurethane enamel finlsh coat .
Ga . Unit to be painted one color inside and out . Customer to
SCALE Z' = i ' - 0" 21 provide paint color selection prior to the Start of manufacturing .
I hereby certify that this plan , specifi -
cation , or report was prepared by me or
I Gga STAINLESS STEEL BENCH .,
ENCH co
Under my dire * super�lision a d that (-
POWDER COAT PINISN am a duly Registered Profes ional U M
ZF' co
TYP 4 PLCS Engineer Under the IaUfs of th state of W
2„ Minnesota . w �
F. Q
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d = °O
52 m' AUG 2007 w W z lt
1 ° 4° Date Registration No . 19065 z W � N
WoW1 " x 2" STAINLESS STEEL TUBE17 :11 B . I . G . ENTERPRISESo m D
THESE PLANS , DRAWINGS , AND/OR CADD FILES ARE THE 0
I Gz"--I COPYRIGHTED WORK Of B . I . G . ENTERPRISES AND IS A O
TRADEMARK Of B . LG . ENTERPRISES , COPYING OR UNAUTHORIZED
BENCI I SECTION VIEVy USE OF THESE DESIGNS OR ITS LIKENESS WILL . BE PROSECUTED
D6 TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE
NO SCALE AND FEDERAL LAW. B . I . G . ENTERPRISES 1988 ALL RIGHTS
RESERVED POO
ROOF SECTION
D 311 = i I_On RADIUS ROOF JOIST D2 I � W
4 LO ILL
2 " X 3" x . 1 20" 1 6ga ROOF DECK STANDING SEAM � �— ' I _ 0
3/8" x I ° 2
., cn
I
END TUBE
STIFFENER I
2 " X 2"
ti
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STUB UP 2 " X 3 " HEADER p 0
CORNER P05T 3 " X 3 "
3 " X 3 " 000 > r
C)lip
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Co a . I— Q
uJ }- QU
1 /4" STAINLESS STEEL STRAP f" m Q U)
FLOOR FRAME
P.ADIUS ROOF JOIST STUB POST
GMAW I "x3 "x . 0G5 " TUBE MULLION GMAW �a 2 " 1 /8 GMAW
GMAW WINDOW SILL 2 " x 3 " x 1 /4
"
2 "x3 "x . 083 " TUBE SILL STAINLESS STEEL ANGLE w
GMAW 1 /8 wlNDowsILL IF " 3000 PSI CONCRETE
GMrvBY OTHERS
AW I>—H—
�8" ' I FADER
a . ry
I W
MULLION ° •tea °• Z W
CORNER POST a W
GMAW L
I /8 5/8" HILTI QUIK BOLT, 4" MIN . EMBEDMENT z
HARDWARE INSTALLATION BYOTHERS
� z
v �
cn
D2 JOIST / HEADER CONNECTION D3 OST / FLOOR FRAME CONNECTION D4 POST/t1EADER CONNECTION D5 ANCt10R DETAIL
NO SCALE NO SCALE NO SCALE NO SCALE
I hereby certify that this plan , specifi -
cation , or report was prepared by me or
under my direct slupervisio +i and that I co
am a duly Register d P o nssional
Engineer under the ` "rs or he crate of z W coMinnesota . IF4F W
U) DIf
F-
L � U
a = ui00
co �
Dad 5 2007Registration No . 19065 w w o IpF
z Uj
N J "
C7 O W
B . I . G . ENTERPRISb5o m
THESE PLANS , DRAWINGS , AND/OR CADD FILES ARE THE O U COPYRIGHTED WORK OF B . I . G . ENTERPRISES AND IS A 0
TRADEMARK OF B . I . G . ENTERPRISES . COPYING OR UNAUTHORIZED
USE OF THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED Lo
TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE
AND FEDERAL LAW. B . I . G . ENTERPRISES 1988 ALL RIGHTS
RESERVED Fen
MODEL #T56 12 DRAWING TITLE NUM R _ o
E M E RYV I LLE STYLE COVER PAGE ► CITY
R lapgy� $pipp�p�gy ,}p�•��pay �'
Or r i
FRONT- LEFT ELEVATIONS 2 BUILDING F' EF V%tip" PLAN REVIEW
TRANSIT SHELTER REAR ELEVATION 3
. �"
F INSPECTOR FLOOR PLAN GENERAL NOTES 4 q / 6 SL o~
DETAILS 5 DATE l,,r 7�� P ' MITIVO.
0
MANUFACTURED FOR : � ACCEPTED AS SUS "�i3T�'i= D �-
SMSC GAMING ENTERPRISE ❑ AC � EPTED l f ` ' CORRECTIONS AS NOTED o
T N IT ❑ NOT P.CCEP`i ED-CCPPEi;T RESUBMIT o 0
RA S SHELTERSFwww
These comments are for your informelion. Ali work shall be done ti � o O
BY: B . I . G . ENTERPRISES in fu!l compliance v+rith all apr:iicabte building & zoning tide re- w N CO
R RISES
auirements including ;:ems r c4 s iiicaiiei noted in this review. d1 Q
o
9702 E . RUSH 5T KEEP THIS PLAN SET UNI Si i c AT ALL TIMES. cV � w
SOUTH EL MONTE CA 91 733 U) } Q 0
F- m 0 Cn
w
cn
GENERAL I NM BASIC DESIGN CRITERIA
r
W LU
z
G ' x 1 2 ' x 6 4 " TALL OCCUPANCY GROUP : B ` '-' z
SINGLE STORY CONSTRUCTION CLASSIFICATION : V- N z
72 5Q T WIND LOAD : 9.0 MPH EXP B d z
QUANTITY : TWO FLOOR LOAD : N/A
ROOF LIVE / SNOW LOAD : 45 P51'
ROOF DEAD LOAD : 5 P51' - SUBMITTAL DRAWINGS FOR APPROVAL
SEISMIC ZONE : 4
❑ APPROVED AS IS
. -.... ..•- - - SIGNATURE DATE
NOTE :
❑ APPROVED AS NOTED
THE FOUNDATION WORK 15 ALL FIELD DESIGNED AND INSTALLED SIGNATURE DAM
IN ACCORDANCE WITH LOCAL CODES AND SOIL CONDITIONS . ❑ REVISE AND RESUBMIT
SIGNATURE DATE
Z M
APPROVED DRAWINGS MUST BE RETURNED U w
BEFORE PRODUCTION CAN BEGIN W � U
= 00
Of D H
I hereby certify that 'this plan, specifi
o �
Z LL1 � N
cation , or report was prepared by me or � N w CO
ender my direct supervision and that I
an, a duly Regist red Pro ` essiona ! B . I . G . ENTERPRISESo 0°
Engineer LlnCier tI i IaVJS Oft fat@ �f THESE PLANS , DRAWINGS , AND/OR CADD FILES ARE THE U)
Minnesota . , COPYRIGHTED WORK OF B . I . G . ENTERPRISES AND IS A
[��� ///n��v/
TRADE MARK OP B . I . G . ENTERPRISES , COPYING OR UNAUTHORIZED
USE Of THESE DESIGNS OR ITS LIKENESS WILL BE PROSECUTED Lo
Da _ UG 1 5 2�0 TO THE MAXIMUM EXTENT PERMITTED UNDER APPLICABLE STATE
�/e. egistration No . 19065AND FEDERAL LAW. �g B . I . G . ENTERPRISES 1958 ALL RIGHTS
RESERVED