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of PR /p CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd
"°114C TEMPORARY CERTIFICATE OF ZONING COMPLIANCE 4 /6, 05
Ai AND UTILITY CONNECTION PERMIT
A',N NES0 1 P I. White File pERMIT NO . /
2
3 Pil City O�j 0( /_
3 Pin ow Applicant 9J ♦ (0s
(Please type or print and sign at bottom)
ADDRESS ZONING (office use)
1 1p l r 4 7 %IL_ Q.v S E,
LEGAL DESCRIPTION (office use only)
LOT BLOCK ADDITION PID
OWNER a • e v
(Name) 0 5 Gt't!' (Phone) - 5O? - L� L�Q_ a 00
(Address) / (.0, 41 -- 771a;,- , -- C J 6
(Company LDER Name) M 5 °�_ S J � � �` (Phone) q6-,?_ gg/_ /
(Contact Name) / (Phone)
(Address) ci� ( W. a / hT e,,, --231 •t 3 3 a-D
TYPE OF WORK ❑ New Construction ['Deck ['Porch "(e- Roofing ❑Re- Siding ['Lower Level Finish ❑ Fireplace
['Addition ❑Alteration EUtility Connection
CODE: ❑I.R.C. ❑I.B.C. ❑ Misc.
Type of Construction: I II III IV V A B z4/, (!/ 75
Occupancy Group: A B E F HI MR S U PROJECT COST /VALUE $
Division: 1 2 3 4 5 (excluding land)
I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that 1 am the owner or authorized agent for the
above- mentioned .roperty .. that a construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building
official can r. ok i his per it for just c use Furthermore, I hereby agree that the city official or a esignee may enter upon the property to perform need'd inspections.
Signatur-f Contractor's License No. Date
Permit Valuation 4, Z' 000, O (j Park Support Fee # $
Permit Fee $ 596.50 SAC # $
Plan Check Fee $ 3 8 9. 63 Water Meter Size 5/8 "; 1 "; $
State Surcharge $ Z / . 0 0 Pressure Reducer $
Penalty $ Sewer /Water Connection Fee # $
Plumbing Permit Fee $ Water Tower Fee # $
Mechanical Permit Fee $ Builder's Deposit $
Sewer & Water Permit Fee $ Other $
Gas Fireplace Permit Fee $ TOTAL DUE l ve2) 4-, ¢ Ob $ // G G 8 . S3
This Application Becomes Your Building Permit When Approved Paid // 0 U 5.5 Rece' No. 555
Date 4. /0, U b B
Building Official Date
This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
issued
Planning Director Date Special Conditions, if any
24 hour notice for all inspections (952) 447 -9850, fax (952) 447 -4245
16200 Eagle Creek Avenue Prior Lake, MN 55372
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From:LES JONES ROOFING 952 881 7009 04/02/2008 15,35 #557 P.007/029
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CI OF PRO* LAKE
BUILD' e ' ERMIT P ' NkREVIE , l'.. 6
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INSPECTOR CALL j L ir- OFFS
DATE 0/ r PERMIT NO. a- 6/39
❑ ACCEPTED AS SUBMITTED - Sto(re 'F r ,, -- ea-- 5EC41 73 S i 2
<'TED WITI l CORRECTIONS AS NOTED
❑ NOT ACCEPTED- CORRECT & RESUBMIT F111 - /(USPEC.l7CD
These co is are for your infEnikalio8.6wAit sha ,• cm k t1 ‘ p s s\ n e r a �
in full com is ce with all applicable uil ing tzoning ••••e ?en f t t X
quirements including items not specifically noted in this review.
KEEP THIS PLAN SET ON SITE AT ALL TIMES.
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LESJONES ROOFING
I T I C C R P O R A I E D
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Fax
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To From Gail Regan
Direct line — 952- 767 -2812
Attn:
r' '5 2 - 1)4/1_ '7' ;a 95Pages (including coversheet) cf
Phones Date: 4_00.0g
Re: D Zw __ < , cN - CC:
❑ Urgent ® For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
• Comments:
�- c� c 44�s 3 - 6 , L-
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Fax Number: 952-881 -7009
941 W. 80tsi Street Bloomington, MN. 55420 952/881-2241 Pax 952/88; 70(X-.
Scott County Page 1 of 1
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This drawing is neither a legally recorded map nor a
survey and is not intended to be used as one. This (S — CO -- ll ' drawing is a compilation of records, information, and
data located in various city, county, and state offices,
and other sources affecting the area shown, and is to be N F
used for reference purposes only. Scott County is not
responsible for any inaccuracies herein contained. If
discrepeancies are found, please contact the Scott
County Surveyors Office. J
April 3, 2008
htt g is. co. scott.mn. us/servlet/com.esri.esrimap.Esrimap?ServiceName= overview &Clie 4/3/2008
From:LES JONES ROOFING 952 881 7009 04/02/2008 15:35 #557 P.008/029
111 .1111.1111.11111111MMIN11111111111111111111111.1111111..........
The NRCA Architecture: Sheet Metal and Metal Roofing Manual -20D6 Edition 23
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DRIVEN STRAIGHT,
GOOD PENETRATION,
HEAD SECURED FIRMLY
AGAINST THE SURFACE `\
Figure 2.4: Proper fastening chart lib
2.2 Copings
Parapet walls must be adequately protected from mois-
ture intrusion to prevent deterioration of the wall and
damage to the roof system, building components and
interior. Copings are used to cover the top of a parapet
wall and provide a weatherproof cap, which seals and
protects the wall from moisture intrusion. Metal is one of �� McRp- -6--
the more common materials used for copings. See Figure il�
2.5. Metal copings can be brake - formed or extruded, '. fit'
Premanufactured metal copings are also available. The O.
more common metal types are galvanized or Galvalume®
steel, standard or extruded aluminum, and copper. Metal
copings are also commonly used to cover existing coping
materials, which are more porous than, for example, o
stone, precast concrete or masonry units. Only metal cop- . ,
ings are discussed in detail in this manual.
A coping needs the following: MIMI= aa
• durable nonporous material
Figure 2.5. Metal coping (parapet caps)
• compatibility with the adjacent materials —if not, an iso- When weathertight seams are not installed, copings
lation sheet or coating may be required to separate should have a continuous sheet membrane liner under
incompatible materials the coping that should be capable of providing a second-
• proper attachment and fastening ary water barrier. If installed, a sheet membrane liner may
• drip edges also act as an isolation sheet for incompatible materials
or act as a slip sheet for materials with differential move-
• proper support— either continuous support, such as ment.
wood blocking, or intermittent supports Copings can be fastened by several methods. There are
adequate joiner —to prevent moisture infiltration three common methods for securing metal copings, which
• proper slope —to drain water from the top surface as follllowsen in Figure 2.6. These methods are described
• adequate overlap on each vertical face —to prohibit Option A: A continuous cleat is fastened on the exterior
moisture infiltration and interior faces of the wall. The hem at the drip edge of
• secondary, continuous sheet membrane liner to provide the coping metal on the interior side should be fabricated
secondary weatherproofing unless weathertight joints, slightly open for ease of application. Acker the exterior
such as double -lock standing seams, are used face of the coping is hooked to the cleat, the interior face
. • ex pansion/contraction capabilities ape side) fe hem of the coping to the cleatng (crimping) the
For parapet walls, positive slope to the roof side should Option E: A continuous cleat is fastened to the exterior
be provided at the top of the wall. A continuous tapered face of the wall, and clips are installed intermittently on
shim installed over the wood blocking is a common the interior face (roof side) of the wall. After the exterior
Method of sloping the top of the wall to the root side. face of the coping is hooked to the cleat, the interior face
From:LES JONES ROOFING 952 881 7009 04/02/2008 15:35 #557 P.009/029
24 The NRCA Architectural Sheet Metal and Metal Roofing Manual -2005 Edition
(roof side) is secured by engaging the clips to the bottom mal movement can only occur in one direction, that is,
edge of the interior face of the metal coping. away from the corner. See Figure 2.8.
Option C: A continuous cleat is fastened on the exterior Brake - formed metal copings can be of a variety of shape
face of the wall. After the exterior face of the coping is See Figure 2.9, With the advancement of sheet -metal
hooked to the cleat, the interior face (roof side) of the brakes, tighter bends and radii, or curves, can be fabricated
coping is secured to the parapet with gasketed fasteners.
Il Refer to Figure 2.7 for information on metal thicknesses T :_____ Ii ERMAL
or gauges for copings. M
HORIZONTAL YBE S[O S TO MAY BE USED TO E j � EASE INSTALLATION
OPTION A ,� CONTINUOUS CLEATS � rl PX M
OPTION B I - CONTINUOUS CLEAT
l INTERMITTENT CLIP
\I ;MIN. 2 FASTENERS PER CLIP)
CONTINUOUS CLEAT
OPTION C _
0 GASKETEO FASTENERS Figure 2.8: Coping corner
l Premanufactured copings are also available and come in
many profiles, finishes and colors to accommodate differ-
( REFER TO 'SHEET METAL JOINERY AND FLASHING OPTIONS" FOR ATTACHMENT ing aesthetic preferences. The more common metal types
Figure 2.6: Alternate coping securements are galvanized or Galvalume® steel and standard or
LONGER "A" DIMENSION
0-3" 3=6" 6"-8" 8 " -10 "" OVER 10
ALUMINUM .032" (.81 mm) .032 "" (.81 mm) .040" (1.02 mm) l .050 (1.27 mm)
ADD
COPPER 16 oz. (4.87 kg/m') 16 oz. (4.87 kg/m') 20 oz. (6.10 kg/m') 24 oz. (7.51 kg/m2) BRAKES TO
' GALVANIZED 24 ga 24 ga. 24 ga. 22 ga. STIFFEN OR
(.64 mm) (.64 mm) (.64 mm) (.79 mm) USE
STAINLESS 26 ga. 24 ga. 24 ga. 22 ga, TWO -PIECE
STEEL (.46 mm) (.61 mm) (.61 mm) (.74 mm) I FACE
,( extruded aluminum. Common finishes include mill fin -
"A" A" ished, etched, anodized or prefinished. Some premanu-
factured copings are supported on metal frames, called ___::
"chairs," rather than supported and secured to wood
blocking, The metal chairs should support and secure a
coping adequately, as well as provide positive slope to
Figure 2.7: Thicknesses or gauges for copings the interior face, or roof side, of the parapet wall. When
weathertight seams are not installed, NRCA recommends
Copings are generally formed in 8 -foot 10 - foot or 12 -foot premanufactured copings have a continuous sheet mem-
(2.4-m, 3.0 -m or 3.6 -m) long sections and joined to pro- brane liner under the coping that should be capable of
vide appropriate expansion /contraction capabilities. providing a secondary water barrier. If installed, a sheet
Coping seams should be constructed to limit moisture membrane liner may also act as an isolation sheet for l
infiltration. See Section 2.9, Joinery, for information about incompatible materials or act as a slip sheet for materials /
coping joint configurations. with differential movement. When specifying premanufac-
Corners appro- Lured metal coping, designers should consult manufactur•
orners should be sealed, soldered or welded, as a
PP ers for design information. Manufacturer, metal type,
priate, depending on the specific coping metal type. color, finish and attachment method of the metal coping
Joints that provide expansion /contraction capabilities should be specified by the designer.
should be located near the corners within 18 inches (460
mm) from each direction of the corner measured on the 2„3
interior side, so movement because of temperature °3 Gutters and Downspouts
changes does not pull apart the corner piece. The corner One way of controlling drainage of some steep -slope and L
of the wall acts as a fixing point for the metal coping; ther- row -slope roof systems is by using gutters and down ,r
!
s.—i
From:LES JONES ROOFING 952 881 7009 04/02/2008 15:34 #557 P.004/029
FOREMAN COPY
O'Malley's Bar
Attn: Paul Yeo
16211 Main Ave
Prior Lake, MN 55372
We have inspected the existing roofing on this bar and restaurant. The existing roofing
consists of rolled granulated roofing in the flat areas and shingles on the sloped areas,
which are deteriorated and leaking. Les Jones Roofing will be bidding on a complete
tear off and reroof, and the installation of new gutters at the north eave of the northern
shingled roof and at two locations in the rear of the building. We propose to do the
following work,
SPECIFICATIONS - Flat Roof
Tea r - off
1. We will tear -off the existing roof and perimeter metal flashing.
During the tear off process, debris may sift down through the roof boards.
Therefore, we highly recommend that you remove or cover any items that may
be under this area. We cannot be held liable (referring to the debris sifting
through) for any interior contents during this process.
2. All debris will be cleaned up and hauled away.
Insulation
1. 1/2" wood fiberboard insulation will be installed.
2. Insulation will be mechanically fastened with screws and plates.
3. We will taper the roof with crickets behind the curbs and skylights.
Roof Membrane
1. 60 mil EPDM will be adhered over the insulation.
2. Reinforced perimeter fastening strip will be installed at the wall, chimney and
curbs. This will provide proper termination to the EPDM at these areas.
3. We will adhere EPDM to the reinforced perimeter fastening strip and flash up the
walls and chimney approximately 10 inches, and approximately 24" up at the
curbs.
4. We will adhere EPDM to the reinforced perimeter fastening strip and flash up to
the top of the parapet walls.
5. We will install preformed EPDM boots on two plumbing stacks and flash two heat
stacks with EPDM,
Fro :LES JONES ROOFING 952 881 7009 04/02/2008 15:35 #557 P.005/029
O'Malley's Bar
2/27/08
Metal
All metal will be 24 gauge prefinished in any Una -Clad stock color unless noted below.
1. Metal will be installed at the transition of the shingle roof to the flat roof on the
north area of shingles.
2. Pitch pans will be installed at three electrical /gas penetrations.
3. Coping metal with a 1" face will be installed at the parapet in the front of the
building between the two peaked roofs. Joints will be covered with joint covers.
4. Metal counter flashing will be installed at the chimney, walls and curbs.
5. We will cut a reglet at the neighbor's building and install counter flashing.
6. New 4 x 5 open face downspouts will be installed with U- brackets.
Warranty
Les Jones Roofing will issue a 10 year watertight warranty.
SPECIFICATIONS - Shingle Roof
1. We will tear off the existing shingles and underlayments. All debris will be
cleaned up and hauled away.
During the tear off process, debris may sift down through the roof boards.
Therefore, we highly recommend that you remove or cover any items that may
be stored under this area. We cannot be held liable (referring to the debris
sifting through) for any interior contents during this process.
2. New aluminum D- edging will be installed.
3. New aluminum gutter apron will be installed at the northern eave of the north
shingled area.
4. Snow and ice barrier will be installed up the first six feet at the eaves.
5. One layer of 30# felt will be installed over the remaining exposed roof area.
6, A new galvanized metal chimney saddle will be installed.
7. We will install new galvanized metal 5x7 shingle tins at the chimney.
8. New prefinished metal reglet counter flashing will be installed at the chimney.
9. New prefinished metal headwall flashing will be installed at the chimney.
2
From:LES JONES ROOFING 952 881 7009 04/02/2008 15:35 #557 P.006/029
O'Malley's Bar
2/27/08
10. New skylight flashing kits will be installed.
11. We will install GAF Timberline 30 year shingles in the color of your choice.
12. New boston ridge will be installed.
13. Les Jones Roofing will issue a 10 year watertight warranty.
SPECIFICATIONS - New Gutters at Flat & Shingle Roofs
1. We will custom fabricate and install new 24 gauge galvanized metal 6" Ranch
style gutters.
2. All seams will be spot - welded and pop- riveted or soldered.
3. The flange of the gutter will be installed with snow and ice barrier at the
northern eave of the northern shingled roof.
4. Four 5" outlets will be installed; soldered into place.
5. Four 5" square downspouts will be installed with U- brackets.
6. Five foot extensions will be installed at downspouts.
7. Gutters and downspouts will be primed with one coat of galvanized metal white
primer and a coat of paint in a standard color.
CONTRACT AMOUNT
Our price includes costs to have a mechanical /electrical contractor disconnect &
reconnect HVAC units on the roof.
• THERE WILL BE ADDED CHARGES TO REPLACE ANY ROTTED WOOD. (Phase
901)
• THERE WILL BE ADDED CHARGES TO REPLACE WET /DE 1 bRIORATED
INSULATION. (Phase 902)
Notes:
• Customer will need to provide a source of electricity for our use.
Miscellaneous items included in our bid
• Building permit
• Dumpsters
• Clean up of roofing debris
• Crane
• Lift
• Misc. equipment
• Biffs
3
PRIOR LAKE . DEPARTMENT OF
BUILDING AND INSPECTION
INSPECTION
RECORD
SITE ADDRESS 1 I AAAIN AV . 45. E.
TYPE OF WORK Roe F 6/ /K x` S fi /Nb4.02) Atax
USE OF BUILDING
r "" !tit oca4u0J�iucy
PERMIT NO. or -0/s? DA I ISSUED Wi
BUILDER ...74 pQicatia, / /tic PHONE # Iv- 747 -
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
INSPECTOR DATE
ro
PLACE F O CONCRETE UNTIL ABOVE C HAS BEEN SIGNED
LFRAMlNG/7,cr / 1 ` / /J -y
Mom "g40;5 , rs 7o 1
goof fie. �« � �'6
I FINAL
1 0 1 t2-0619
FOR ALL INSPECTIONS (952) 447 -9850