HomeMy WebLinkAboutBuilding Permit 08-0139
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CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec' d
+~ 10,08
(Please
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City
Applicant
I PERMIT NO. 08.01 (PB I
ZONING (office use)
LEGAL DESCRIPTION (office use only)
LOT
BLOCK
ADDITION
PID
OWNER 0 , .~' ~
(Name) ~ .s. [;c.,r_
(Address) 1{P~1 "---;~/L Ck Sf:-
(Phone)
0/5;;1- i-}l.fO-- Y& 00
BUILDER I .
(Company Name) U;S
(Contact Name) [~
(Address) q t..f (
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.7YJ U S-S-ZI3D
(Phone)
(Phone)
TYPE OF WORK 0 New Construction ODeck OPorch 'S(e-Roofing ORe-Siding OLower Level Finish 0 Fireplace
OAddlition OAlteration OUtility Connection
CODE: DI.R.C. DI.B.C.
Type of Construction:
Occupancy Group: A B
Division:
IV V
I M
3 4
A
R
5
I
E
II
F
I
III
H
2
o Misc.
4/~ (;; 7!:>~ 00
,
B
S U
PROJECT COST IV ALUE $
(excluding land)
Permit Valuation 4-2~ 000.0 0
Permit Fee $ 596.50
Plan Check Fee $ .389. 03
State Surcharge $ Z 1.00
Penalty $
Plumbing Permit Fee $
Mechanical Permit Fee $
Sewer & Water Permit Fee I $
Gas Fireplace Permit Fee $
This Application Becomes Your Building Permit When Approved
l3uildlll!! Ofticial
Date
Park Support Fee # $
SAC # $
Water Meter Size 5/8"; 1"; $
Pressure Reducer $
Sewer/Water Connection Fee # $
Water Tower Fee # $
Builder's Deposit $
Other $
TOTAL DUE tIf/.;VetJ $ I 008. 53
This IS to certify that the request m the above application and accompanymg documents is m accordance with thc City Zoning Ordinance and may proceed as requested This document
when signed by the City Planner CDl1stltuleS a temporary Certificate of Zonmg compliance and allows construction to commence Before occupancy. a Ceruticate of Occupancy must be
issued
Planning Director
Special Conditions, if any
Date
24 hour noticc 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
1
952 881 7009
04/02/2008 15:35 #557 P.007/029
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CI F PIRIO LAKE
BUILDI RMIT P f'4~EVIE I~ I
INSPECTOR ~ ~ CAI-l. firL ~ oFFS'
DATE f/t'~ r PERMITNO.LJS- tJ/.3'
o ACCEPTED AS SUBMITTED S'to~~j 'f=r(J~-\-fE7L S"e:c:nG~S' ~ ~IC.
~ <CePTED WITII CORRECTIONS AS NOTED ,.
o NOT ACCEPTED-CORRECT & RESUBMIT f(aU1\'l... /tJsPec:l70,.JS
These co~ts are for your in~CSd~<fk sh~p1a \ .C!..o \ · S
in full com"i5liance with all applk:ab!e"f)uild1rl9~oning ooae m.-...... . Or-. 'ne f"vJooJ. CtruN
quirements including items not specifically noted in this review.
KEEP THIS PLAN SET ON SITE AT ALL TIMES.
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LESJONBSROOFlNG
INCORPORATED
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Gail Regan
Direct line - 952-767-2812
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Fax: q 5' Q. - t.J 'f -1 - J.j ;;(J-j.sP....
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Fax Number: 952-381-7009
941 W. 8Ot~1 S't1'e{~t Bloomington, MN. 55420 952/881-2241 Fax: 952/88-~.700t;
Scott County
Page 1 of 1
This drawing is neither a legally recorded map nor a
survey and is not intended to be used as one. This
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
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.
~,
(Scott
w.'
s
-A~
(J~~J"t~l
April 3, 2008
http://gis.co.scott.nm. us/serv let/com.esri.esrimap.Esrimap ?ServiceN ame=overview &Client... 4/3/2008
From:LES JONES ROOFING
952 881 7009
04/02/2008 15:35
#557 P.008/029
. The NRCA ArchitectuI"'ai Sheet Metal and Metal Roofing Manual-200B Edition 23
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DRIVEN STRAIGHT,
GOOD PENETRATION,
HEAD SECURED FIRMLY
AGAINST THE SURFACE
Figure 2.4: Proper fastening chart
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
the more common materials used for copings. See Figure
2.5. Metal copings can be brake-formed or extruded.
Premanufactured metar copings are also available. The
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,
stone, precast concrete or masonry units. Only metal cop-
ings are discussed in detail in this manual.
A coping needs the following:
· durable nonporous material
· compatibility with the adjacent materials-if not, an iso-
lation sheet or coating may be required to separate
incompatible materials
· proper attachment and fastening
· drip edges
. proper support-either continuous support, such as
wo~ blocking, or intermittent supports
· adequate joiner-to prevent moisture infiltration
· proper slope-to drain water from the top surface
· adequate overlap on each vertical face-to prohibit
moisture infiltration
· secondary, continuous sheet membrane liner to provide
secondary weatherproofing unless weathertight joints,
Such as double-lock standing seams, are used
· expansion/contraction capabilities
~r par~pet walls, positive slope to the roof side should
sh.pr?Vldecl at the top of the wall. A continuous tapered
1m Installed over the wood blocking is a common
ITlethod of sloping the top of the wall to the roof side.
figure 2.5: Metal coping (parapet caps)
When weathertight seams are not installed, copings
should have a continuous sheet membrane liner under
the coping that should be capable of providing a second-
ary water barrier. If installed, a sheet membrane liner may
also act as an isolation sheet for incompatible materials
or act as a slip sheet for materials with differential move-
ment.
Copings can be fastened by several methods. There are
three common methods for securing metal copings, which
can be seen in Figure 2.6. These methods are described
as follows:
Option A: A continuous cleat is fastened on the exterior
and interior faces of the wall. The hem at the drip edge of
the coping metal on the interior side should be fabricated
slightly open for ease of application. After the exterior
face of the coping is hooked to the cleat, the interior face
(roof side) is secured by hand-tonging (crimping) the
opell ~em of the coping to the cleat.
Option 8: A continuous cleat is fastened to the exterior
face of the wall, and clips are installed intermittently on
the interior face (roof side) of the wall. After the exterior
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-200B Edition
.
(roof side) is secured by engaging the clips to the bottom
edge of the interior face of the metal coping.
Option C: A continuous cleat is fastened on the exterior
face of the wall. After the exterior face of the coping is
hooked to the cleat, the interior face (roof side) of the
coping is secured to the parapet with gasketed fasteners.
Refer to Figure 2.7 for information on metal thicknesses
or gauges for copings.
OPTION A
j:
J=
CONTINUOUS Cl.EATS
HORIZONT4L LEGS
MAY BE USED TO
EASE INSTAUATION
OPTION B
=t-- ~,~,~,
INTERMITTEN( CLIP
IMIN. 2 FASTENERS PER CLIP)
~~ CONTINUOUS Cl.EAT
r- ~GASl(ETED ,",STENERS
OPTION C
REFER TO 'SHEET MET4L JOINERY AND FLASHING OPTIONS' FOR ATTACHMENT
i;
Figure 2.6: Alternate coping securements
--
mal movement can only occur in one direction, that is,
away from the corner. See Figure 2.8.
Brake-formed metal copings can be of a variety of shapes.
See Figure 2.9. With the advancement of sheet-metal
brakes, tighter bends and radii, or curves, can be fabricatet[
THERMAL
MOVEMENT
THERMAL
MOVEMENT
Figure 2.8: Coping corner
Premanufactured copings are also available and come in
many profiles, finishes and colors to accommodate differ.
ing aesthetic preferences. The more common metal types
are galvanized or Galvalume8 steel and standard or
LONGER "A" DIMENSION
0-3- 3-.6- 6- -e- a-.10- OVER 10.
ALUMINUM .032- (.81 mm) .032- (.81 mm) .040~ (1.02 mm) .050~ (1.27 mm) ADD
COPPER 16 oz. (4.87 kg/m2) 16 oz. (4.87 kg/m2) 20 oz. (6.1 0 kg/m') 24 oz. (7.51 kg/mO) BRAKES TO
GALVANIZED 24ga. 24ga. 24 ga. 22 ga. STIFFEN OR
(.64 mm) (.64 mm) (.64 mm) (.79 mm) USE
STAINLESS 26 ga. 24ga. 24ga. 22ga. TWO-PIECE
STEEL (.46 mm) (.61 mm) (.61 mm) (_74 mm) FACE
"
'AI
lA'
Figure 2.7: Thicknesses or gauges for copings
Copings are generally formed in 8-foot, 10-foot or 12-foot
(2.4-m. 3.0-m or 3.6-m) long sections and joined to pro-
vide appropriate expansion/contraction capabilities.
Coping seams should be constructed to limit moisture
infiltration. See Section 2.9, Joinery, for information about
coping joint configurations.
Corners should be sealed, soldered or welded, as appro-
priate, depending on the specific coping metal type.
Joints that provide expansion/contraction capabilities
should be located near the corners within 18 inches (460
mm) from each direction of the corner measured on the
interior side, so movement because of temperature
changes does not pull apart the corner piece. The corner
of the wall acts as a fixing point for the metal coping; ther-
I
L...J
extruded aluminum. Common finishes include mill fin-
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
,:oping adequately, as well as provide positive slope to
the interior face, or roof side, of the parapet wall. When
weathertight seams are not installed, NRCA recommends
pre manufactured copings have a continuous sheet mem-
brane liner under the coping that should be capable of
providing a secondary water barrier. If installed, a sheet
membrane liner may also act as an isolation sheet for
incompatible materials or act as a slip sheet for materials
with differential movement. When specifying premanufac-
tured meta! coping, designers should consult manufactur'
ers for design information. Manufacturer, metal type,
color, finish and attachment method of the metal coping
should be specified by the designer.
2.3 Gutters and Downspouts
One way of controlling drainage of some steep-slope and
low-slope roof systems is by using gutters and down- f
Frorn: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
Tear~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 sitting
through) for any interior contents during this process.
2. All debris will be cleaned up and hauled away.
Insulation
1. V2" wood fiberboard insulation will be installed.
2. Insulation will be mechanically fastened witn 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.
From: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 processl 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 reg let counter flashing will be installed at the chimney.
9. New preFinished metal headwall flashing will be installed at the chimney.
2
Frorn: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 bastan ridge will be installed.
13. Les Jones Roofing will issue a 10 year watertight warranty.
SPECIFICATIONS - New Gutters at Flat a. 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/OmRIORATED
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
. Uft
· Misc. equipment
. Biffs
3
PRIOR LAKE. . DEPARTMENT OF
BUILDING AND INSPECTION
INSPECTION
I
RECORD
SITE ADDRESS -,,, /- ~A.i~ AVe, S.c,
TYPE OF WORK ~ - (<.oe F ~(JDM f SHiJ.J6i.C ~
JC ~ ",.
USE OF BUILDING · ~ M. ile_"~"'t:W
PERMIT Nkor- ()/~9 DA ~ ISSUED r;'1lo~
BUILDER ~~ RD~F;,.Jtlt. IJ<::. PHONE # 12- 7~?- Jllz:.
'"
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
-
I
PLACE NO CONCRETE UNTIL ABOVE !fAS BEEN SIGNED
I FRAMING / r..ot~.. t:'JFF: I f/V/ I L/r If-O/
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Jl4f1ff /llt4l11tJC A~r 10 Ail" ~ AU I~~n",;...tr
I FINAL I I ~lr
INSPECTOR
DATE
FOR ALL INSPECTIONS (952) 447-9850
., .