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SEP-22-2004 13:12
1&td~
CITY CF PR I OR LAKE
9524474245
P.01/01
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTMCATE or ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
Date Rec'd
fj. 2-7 04-
i E.: ?:Iinoo rPERMITNO. 0+-.097.2..1
.
ZONING (ollice_>
PUD
LEGAL DESCRIPTION (office 1I!e only)
lOT I BLOCK I ADDITION 77JWfS,I1!:. /{ILI~ /If??': 6~sr
PID 2.5. z-4-<P. 001.0
OWNE
(Name)
TYPE OF WORK 0 New Conslr\Iction DOtck o Porch -R.ooting ORe-Siding
OAddnion OAheration DUrility CORne [iOn 0 Misc:,
CODE: ~.R..C. or.B.C.
Type o(~Slnlmon:
Occupancy Group: A B
DnisiOD:
x
Pennie Valuation
Permit Fee
Plan Check fee
Slate Surcharge
Penalty
Plumbing Permit Fee
Mechanical Permit Fee
Sewer &: Water Permit Fee
Gas Fireplace Permit Fee
DLower Lev.;! Finish
o Firepl~~
s /I~ 9CO.,
l
E
PROJECT COST IV ALUE
( udUdiDlllU1c1)
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F
I
W IV V
HIM
Z 3 4
A
R
S
B
S U
Signarure
s
s
s
s
s
s
S
$
Park Suppon Fee
SAC
#
#
Water Me[er Site 5/8"; 1";
Presmre Reducer
Sewer/Water Connection Fee
Water Tower Fee
Builder's Deposit
Other
TOTAL DUE
I;
#
S
J
this Applintion BCCOlJlc. Y01I~ lkW.iD, Pcnnlt When Approvrd
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3,.ihJlnl! Ullicial
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wlK'n Jii:/k!4 by the City Plallnel CClocrinues ~ li'llIpUrary CL1'lilic"e (Jf ZOfIilIc (ompli~nc.: .nll alloWl tonSIlUClirllll() I;UllJt1lCIICr Bcf'ure 'l<C\lJl~ncy. a CemfieAlc .If Oc'Cul'ilncy IIlIInlle
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Dati: l;oecl:d (:omlil1on., it' any
24 bOIlF Rober (or all i..~pc.ticl1l.l'S21"1.9&.'i8. rn ('!i2) .47~:14!i
TOTAl P.01
"
PRIOR L' AKE DEPARTMENT OF
' BUILDING AND INSPECTION
INSPECTION
RECORD
SITE ADDRESS .y,~ 7Dw~ Sr.
TYPE OF WORK ~,.~i~ ...~,:-
USE OF BUILDING s.1=:A.
PERMIT NO. 04-.0972- DATE ISSUED 9/~ ,/JI/
BUILDER ;::;OLf6)~jJ/eK- PHONE #
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
0, I FINAL
INSPECTOR
I I
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
. I FRAMING ~ I I
I ~ ~
DATE
FOR ALL INSPECTIONS (952) 447-9850
~
c././t"
",<
03/05/2003 03:04
3212421254
JOAr,j COVERDALE
PAGE 01
FCJ 'Z ~ bJ.. - Lf i.t 7 -- ty vLf S
1/18/05
To: Paul Baunsgartner
Building Department
_ q[J.-'-(l11- ~?f~
From: Joan Coverdale
321-242-1254 Also Fax N Must call before faxing
RE: Tower Hill East Apartments
4680 Tower Hill Street SE
Prior Lake, Mn
(Re-roofing of 68 unit apartment building)
Could you please fax me any information you have concerning this property for the
roofing done by Kobernick & Co. I would like to receive the permit and dates, also
any info OD the pre-permit inspection would be appreciated.
T n.k you for your help in tbis matter.
"~~J~~ j)~
oan Cover~alr '----
2. Cinder & Concrete Block: All fasteners must penetrate a minimum of 1-inch (25 mm). Pre-drilling a
minimum Y2-inch (13 mm) deeper than the required depth of the fasteners using a 3/16-inch (5 mm) bit
is required.
3. Gvpsum & Liqhtweiqht Concrete: All fasteners must penetrate a minimum of 1 Y2-inch (38 mm). Pre-
drilling is required for auger fasteners. Use a 7/16 - 9/16-inch (11 mm - 14 mm) bit. For Factory Mutual
designed systems, minimum penetration must be 2 inches into the gypsum.
4. Cementitious wood fiber Decks: All fasteners must penetrate a minimum of 1 Y2-inch (38 mm). Pre-
drilling is NOT required for auger fasteners into Cementitious wood fiber. When recovering existing
roofing, pre-drilling is required through the existing roofing system only prior to the installation of the
auger fastener. For Factory Mutual designed systems, minimum penetration must be 2 inches (50mm)
into the Cementitious wood fiber.
SECTION 3---IMPLEMENTATION
5. SUBSTRATE PREPARATION
1. RECOVER
a) If the pea gravel or crushed stone is 1/4-3/8 inches (6 mm - 10 mm) in size and is leveled and
maintained at 4 Ibs./sq.ft. (20 Kg/m2), then a minimum 3/8-inch (10 mm) Duro-Last supplied
underlayment or 1-inch (25 mm) thick insulation must be used. If the loose stone on an old BUR is
vacuumed or swept, a separator sheet of a minimum 3/8-inch (12 mm) thickness, such as a Duro-
Last approved recovery board, must be used. CAUTION: Removing more than the loose gravel
may affect the resulting fire rating. Consult the Duro-Last Engineering Services Department at 800-
248-0280 for fire rated assemblies.
b) All existing single-ply roofing membrane must be cut free from the entire roof perimeter. cut free
around all penetrations, and sliced prior to the installation of the Duro-Last membrane. When re-
roofing after a tear-off, caution should be used to prevent the Duro-Last membrane from contacting
incompatible materials. (See "Getting Started" [Item 9] within the Introduction Section for approved
substrates)
c) If the existing system is mechanically attached, there is often a problem with the loose fasteners.
Because of this problem, cut the membrane open and remove all loose fasteners before installing
the slipsheet.
d) If a PVC membrane has been installed directly on styrene insulation without a separation sheet,
then the old membrane must be removed, damaged insulation replaced, and an approved slipsheet
installed.
e) If the existing membrane is ballasted and the Duro-Last membrane is to be mechanically fastened,
it is necessary to do fastener pullout tests on the deck. Also, the type of insulation and its density
needs to be determined to insure that the insulation will meet Duro-Last Roofing, Inc. density
requirements. (See Substrate Separation within the General Section for approved substrates). Be
aware that if the existing insulation is "loose-laid", it must be fastened with an approved fastening
pattern. (See Detail 1020)
f) When roofing over asphalt or coal tar roofs (including tear-off), an approved separator sheet must
be used.
g) If recovering a metal roof, see the "Metal Building Recover" specifications.
2. NEW CONSTRUCTION
a) All concrete surfaces must be troweled smooth. If the concrete surface is not smooth, a minimum
3/8-inch (10 mm) fan-folded underlayment is required.
b) The roof deck or existing roof system must be clean, smooth, free of sharp edges, and loose
foreign material. Damaged areas and other factors affecting the installation of the Duro-Last
Roofing System must be repaired prior to the installation of the membrane.
c) A metal deck must be separated from the Duro-Last membrane by at least a Y2-inch (13 mm)
hardboard (gypsum, plywood. or oriented strand board) or a 1-inch (25 mm) rigid insulation. It is
the responsibility of the contractor to ensure that the selected insulation is adequate to span the
flutes of the deck. If it is not, the flutes must be filled with an approved insulation. See "Insulation
Selection and Installation" for further details.
IMECHANlCALL Y"A TTACHEO SPECIFICATION "SFOOTTA:r ...
. . . c. .b. .."",,, I
........ ... . .. ...........,...' ....,........,'...,..............:..-8 wsry."",^",,'"
4
4. FASTENER SELECTION AND DECK COMBINATIONS
This section is to provide the basis for the decision on type of fastener and fastener spacing required for
the application of the membrane on a prepared surface. For installation over particleboard, waferboard,
oriented strand board, other wood composite board, and layered sheet gypsum decks, contact the Duro-
Last Engineering Services Department at 800-248-0280.
1. Steel Decks:
· Duro-Last HD Threaded Fasteners
· Duro-Last XHD Threaded Fasteners
2. Wood Decks:
· Duro-Last HD Threaded Fasteners
3. Structural Concrete Decks:
· Duro-Last Concrete Nail
· Duro-Last Concrete Screw
4. Cementitious Wood Fiber Decks:
· Auger Fasteners
5. Gypsum Decks:
· Auger Fasteners
6. Lightweight Concrete
· Auger Fasteners
· Duro-Last HD Threaded Fasteners
7. Light Gauge Steel Decks:
· Duro-Last HD Threaded Fasteners
· Duro-Last XHD Threaded Fasteners
FASTENER SPACING TABLE*
ALL DECK TYPES
60 IbsJsquare
foot
Design Table
(Field Area Only)
FASTENER SPACING TABLE*
ALL DECK TYPES
90 IbsJsquare
foot
Design Table
(Field Area Only)
"u" ,,, ........ .i ~~~!~~~~~i~,.,~.~.~~.~.
...............,. . .......... ,.. .... ~.W .
... . . Inches (meters).
450 SO 1 .52 m 1 2" .30 m)
350 SO 1 .52 m 9" (.22 m'
225 SO 1 .52 m S" (. 1 5 m
325 28 .71 m 1 8" .45 m
275 28 71 m 1 5" .38 m
225 28 .71 m 1 2" .30 m
1 75 28 .71 m 9" ( .22 m)
*These charts are not for use on buildings in high wind zones (+120 mph) and buildings with a
height of 40 ft. or more. Buildings that meet these criteria must have a system designed by the
Duro-Last Engineering Services Department. Membrane fastening on Duro-Last designed buildings
and all Factory Mutual-insured buildings requires special field, perimeter, and corner fastening.
The width of the perimeter area is determined by the lesser of .4 times the height to the eaves or .1
times the width of the roof area. The perimeter must never be less than four feet wide. Contact the
Duro-Last Engineering Services Department at 800-248-0280 for additional design information.
NOTES:
1. Steel. Concrete & Wood Decks: Fasteners must penetrate into the decking a minimum of 1-inch
(25 mm) from the top surface of the decking. Concrete decks require pre-drilling a minimum Y2-inch (13
mm) deeper than the required depth of the fasteners using a 3/1S-inch (5 mm) bit. Care must be taken
not to spall the bottom side of the concrete deck.
LMECHANICALL Y"ATTACHED SPECIFlCA TlOW'S FOOTTAB" i.
"""""':';':':""':';:::;:::::::::;:,:;:,:;.;.,.:.;,:,,:,.;.;.,,;.,.;.:-"
.-..... -.---.w,..._._..._......__.
Febroary200:3! 3
CITY'S COpy
Ib URO.
..AST~
Roofing, Inc.
525 Morley Drive
Saginaw, MI48601
Tel: 800-248-0280
Fax: 800-432-9331
Duro-Last@) Roofing, Inc.
MECHANICALLY-ATTACHED
SPECIFICATIONS
"S-FOOT TAB SYSTEM"
1. Introduction
2. Requirements
2
2
3. Pre-job Inspection
4. Fastener Selection and Deck Combinations
2
3
5. Substrate Preparation . AO()('I(~~AL 0.1.-- r:::::; _.. '\~
6. Installation ~totllOE Vt::rLV U)___
7. Caution and Warnings
4
5
6
"Dwu-Last", the "World's Best Roof' in the Duro-Last Globe are registered marks owned by Duro-Last Roofmg. Inc.
iil PiAn llt/lpc
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