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SANITARY SB�IIIt FJDCTIC?N PUN� SYSTEM INSTALLATION ArID MAIlJ7�[JANCE
�iIS AG made and e tered into this ��� day of ��` , 1987
between he ' nafter ref� to as
"Owners, " ee owners of � � � � G", ,�i� � � s ; and the City
of Fridley, County of Anoka, Minnesota, hereinafter referred to as "City.°
WHEREAS, the residence was constructed and lived in prior to the
installation of the public sanitary sewer line.
WI�RE�S, the residence was assessed the normal sanitary sewer costs and
these assessnents were p3id.
W�S, ariy available sewer line does not provide for a normal gravity
gliunbing service and the aaner (s) request the City to oorrect the problen.
�IEREE�DRE, the City wi11 install at no expense to the awner a Sanitary
Ejection P�m►p Systen tmder the follawing oonditions:
1. 'The aaner(s) pravide the City with penaission to enter the
property and locate the most benef icial and ewnoanic location
( in the building or on the property) as cl�eternnined by the City.
2. The awners(s) prwide imnediate and oontinued maintenance and
repair of the City installed Sanitary Ejection P�ucip Systen and
shall hold the City harmless of any liability or damages
oonsequent up�n, resulting from, grawing out of, or in ariy
maru�er v�nnected with the Sani.tary Ejection Runp Installation.
3. The o�wner (si release the City of ariy future obligation regarding
sewer hookup for the above property, that aar�r (s) maintain all
facilities out to the City sewer line and realize there wi11 be
no future �st to the City for this facility and servioe.
FTJR7�iER, IT IS MIZtJALLY AGREID that the pravisions of this agree�nent shall
be binding upon and enforceable against the parties hereto, their
sucoessors and assic�s and all susequent awners of the property herein
described. An executed oopy of this agre�snent shall be filed with Anoka
Couty Reo�rder's Office and made a part of and be binding upon the above
described property.
IN WITNFSS F, the garties have her�mto set their hands this ��
day of � , 1987.
�
�
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This instr�nnent drafted By:
City of Fridley
6431 University Avenue
Fridley� N�V 55432
C! .����-�
State of Minnesota)
)ss
Cotmty of Anoka )
On this �� day of ���, 1987 , before me, a Notary Publ ic
within and for the Co�m,, of Anoka and the State of Minnesota, personally
appeared �i�.�r �=�� �� �� �S�°�� � to me
lalaan to be the same person described in and who executed the foregoing
instrLanent, and aclalawledged that they executed the same as their free act
�a a�a.
• ��,�
� . . . c�.YO£ v. a�o��vErr
>��`�`'� �OTl�Y �Liti - MIN1ll8�1i
,uvo�u► «�utin
> Mrcoiaa►isstr� E��ra, a�. �t
� .^�.vwrv �
State of Miruzesota)
)
Cou�ty of Anoka )
% �' -, ���
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• •
Wil liam J. Nee - Nlayor
City of Fridley
�Nasim M. Qureshi - City Manager
City of Fridley
On this day of , 1987, before me, a Notary Public within and
for said Cotuity, personally appeared William J. Nee and Nasim M. Qureshi,
to me personally l�awn, who being each by me duly �worn they did say that
they are respectively the Mayor and City Manager of the City of Fridley,
the mmicipal oorp�ration named in the foregoing instr�unent, and that the
seal affixed to said instrtanent is the corporate seal of said municipal
�orp�ration, and said WilliaQn J. Nee and Nasim M. Qureshi aclviowledged said
instrunent to be the free act and deed of said municipal oorporation.
I�btary Public
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a�.,; , ,f, ,rf.�., �� -�, ' � ��s'�''��,,+��rR�s�'���� co., �NC. �'�•1'�0
"� �.'": re �_'. ",� �� . :;�� �1(� DaveAport Street ,
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� �� ��" PI30PE�SA4 �tl�{k� it,� � � WQRK �TO �E PERP�1ti1A�SD A� �
�' ���!'.'�` JOB NAME
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. cET .. � � JOB LOCATIOiV .�
+��"� � �m��� .�'X��`�",� ,�'�, ,Y��%%�
CflDE. AHCHlTECT ,. , , ;
CITY, &TAi'�E A�11R �IP. °, ��/+���'�, �/1�.
DATE `��� ��� ��� � DATE OF PLANS _
V
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TNIS PRUPQSAL !)OES NAT tNCLUDE: ,
ANY PERMITS iW„A.C. �R S.A.G.) , ' � � �;',' ` `' . �
DEIAfATERINi'.�r '
FROST RIR@ll�l�'a, RQCK, QFR PEAT E�M�tTlQpi.
�F �i,q�lJ�$R here6y tc� #yrRlsh'meteriat etu� (g�o� r- aon�pi�te'ia� eceordar�ce with the plana end S�ificetio�re, deted
.
for the sum ofc Ooliere ($ 1. Paymeat eha11 be r#�ecJq� 8a.
follows unl�s othervuisa dpacif�d: $0% of b1U(ng �ived, �y the ZFfth of tt� rtbnth shat{ be �� by the 1Oth of tha failowing mc�, i�i� emdutfts noC
� paid sl�att �ar� e aenrice eherge- af f%s% pea nra�tti �7896 ennuRl, rete). The .10% rexeina� fe dus snd PeYeble with{s� � dsye af initi�t i7ililtlg. '
En9ineering
Sewer
Water
Parks
Streets
Maintenance
MEMORANDUM
TO: Nasim Qureshi. City P?anage� PW87-223
FROM: Mark L. Burch, Asst. Public Wor]ts Direct�ar
DATE: July �, 1987
SUBJECT: RssidentiaT Sanitatiy Sewer Ejection Piutq�
Systsm Agreeirnnt for 66�2 �ast River Road
The hceneowner at 6652 �ast Ri.ver Road has requested the City's assistance
with the in,sta�,�,ation of a san%ta�y sew�r ejection P?�nP SYstem. The hcame
bu�ilt in 195� qualifies for City assistance under'our recent Sanitary
�ewer Ejection P� System installati.on and Nlaintenance Program.
The home located c�st of East River R�ad is tflo law to take advantage of
gravity flow to tiZe sanitary sewer line in East River Road ar�d has paid
wate.rtnain and sewen�na.in assessm�,nts tota2l.ing $488.07.
With your approval, we wi7,1. work wi.th the contractor installing_the sewer
and water s�rvices into thi� home ta faci7.itate the install.ation of the
ejection ptmtp system.
MI�B/ts
Q
CJ71lOF
FRIDL�Y
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MEMORANDUM
TO: •John G. Flora, Public Works Director � PW87-233
FROM: Mark L. Burch, Asst. Public Works Director
DATE: July 16, 1987
SUBJECT: Residential Sanit�xy Se�r Ejection P�p
Agreemerit for 66b2 East River Road
L�Te have been working with the e�wrser of the hca� at 6652 East River Road to
assist him in upgrading his sanitary sewer sexvice frcan a septic system to
c�nnectia�n to City water and se�r servic:e. This hcane qualifies for
assistance under aur program since the home.�was built prior to c:onstruction
of sanitary.sewer mains in this area.
V� haVe ol�t',a? n�'1 two quo�es from 1oc37, contraCtors a11d Midwest �H.�*» ca.l is
the lma bidder with a bid of $920.00.
We are progressing with this work and expect to c�unplete th,e co�nstruction
next week.
P�B/ts .
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QTY OF . FRI�EX
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L� �- srtafi � - �c�
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IIATE $ .
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DEPT. �� )''�CPd 1 v�
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�'ot� ��Sa cAs� 1'��v�� 1�0�
�I� _ .Su w�. � -
/vl�.�WCS'1' NIECN(�N� CAL � �e Yr �{' 4yl "1c,
VII�IDOR .
ADD�S � � b3 �[t vpi�.QovT -�r�� TII�� �'g O^ l� � �0
oos-r � vNrr � aos-r ��� ��� n�c. n�� Ne xl�G.�eo-I�
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5 Ir�. C- r I • � r •�' u•
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• u= �• � • ��; �� �, . J �! /
l. Purchases �der S100.00
a. No bicls or quotes required
2. Purchases S100 - 55,000
a. At least two (2� written quotes preferred� but (2) telephone quotes
acoepted.
3. Purchases 55.000 - S10.D00
a. At least two (2) written quotes requirec7.
4. Putchases �510.000 - �15.000
a. Sealed bids required - Ac�vertising & Council action not required.
5. Purchases wer 515.000
a. Sea].ec] bids required
av/9/83
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sue�ecr PER
City of Fridley 20169
AT THE TOP OF THE TWINS g U I L D I N G P E R M I T
�
� � RECEIPT NO.
� • COMMUNITY DEVELOPMENT DIV.
' � 1: ----- � � -7 �
r � � PROTECTIVE INSPECTION SEC.
1 . ,
`--_. � �'�'1.� CITY HALL FRIDLEY 55432 NUMBER REV. DATE PAGE OF APPROVED B�
i �� � , 612-571-3450 910-F15
10/2 0/89 � �
JOB ADDRESS 6652 Ea.st River Road N. E,
1 LEGAL LOT NO. BLOCK TRACT OR ADDITION
DESCR. P't. %� 9 RG'V . ALiC1. Sl1U.. #8S SEE ATTACHED
SHEET
2 PROPERTY OWNEfi MAIL ADORESS ZIP PHONE
Ralf Peterson 6652 Ea.st Ri.ver Road N.E. 571-6857
3 CONTRACTOR MAIL ADDRESS 21P PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO.
8 USE OF BUILDING •
R@S 1C�{eIl't1Z�.
7 CLASS OF WORK
❑ NEW C� ADDITION � ALTERATION ❑ REPAIR O MOVE ❑ REMOVE
8 DESCRIBE WORK
Construct a 40' x 32' Garage and �oye� Addition
9 CHANGE OF USE FROM TO
STI PU LATION S
Provide a hard surface drivetitay, Canvert existing garage to living
area witiiin 60 days o� ne�r gar�ge completion,
SEPARATE PERMITS ARE RE�UIRED FOR ELECTRICAL, PLUMBING, HEATING, �PE OF CONST. OCCUPANCY (3ROUP OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ZpNING SO. FT. CU. FT.
AUTHORI2ED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDEO OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED. • NO. DWLG. UNITS OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE REAO AND EXAMINED THIS APPLICATION �- STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS VALUATION SURTAX
AND,OHDINANCES GOVERNING THIS TYPE OF WORK WIIL BE COMPLIED $]_'rj Fi�O $%.S3
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT �
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE pERMIT FEE SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION. $�-71, OO
PLAN CHECKFEE TOTALPEE
$178.83
SIGNATUREOFCONiRACTOHOFAUTHORIZEDAGENT iDaTdi " - WHEN PROPERLY ALIDATED THIS IS YOUR PERMIT
�� � �
SIGNATURE OF OWNER IIF OWNER BUILDERI IOATEI BIDG �NSP nA E
� [l
AD�N [
n�T� [ )
�ion Address•
Lega1 Des�t'iptian:
owr�er Natae & Addres.s:
. R-1 AND I�2
m, �� c3ing Petm,it Application
i a
f0 !
Effective 5/1/88
_ Z�el • # �7 % 6�..� 7
Contractor: �"� � � �. �
Aaar�: _ l � s`� � � �P�'c�i�� ��•
Attaeh to thi.s applicatian, a Oertificate of Survey of the
lct, with the pzq�o�ed ao�struct3aa�► drawn a�n it to scale.
� ��
7i!j�T�.��' : Tpn�r�h
cTiRAGE ARF:�,: Iength �
�lCK ]�,RF�A: Ienqth
�/�.��;
�1� t �
. _
�orner Iot [ ] Inside Iat [ ]
�YPe of o�nstnu.�tion:
�'r_ w•��' •: •7' �v�a��i/sY��+�14
w�atn
width �
Width
Ft.
xeic�t
Height �
Hgt/Grotuxi
sc�. Ft. I"L�
�•' �• �
Sq. Ft.
�- �X o�!►.G�1.o � I �,,Z� � ,�j�b (1�'��G
Yd Setback Side Yaxd Setbacks �
Fsti.mated Dost: $
Approx. Cce�letion Date: �
t.�
Proposed Driveway Width If New O�eninq yS ;�__�. $ $
,� -`.��Tn1��.'dt�i>�+ 6' See Back Page
DA'I'E: � i�' ^� � �°� � �APPLIC�INP: ��.�:���� �
� �� `"� `� ,�y � ��• �
. �, �
-� ; . ,. ��
- � $�`
�_
C1'1'Y �SE �iII�Y
� :;
PeYmit Fee $ U ,
State S�arqe $ `
SAC Ct�arqe $
Drive�ray Esc�,o�„i $
Fark Fee $
Sewer Main � $
�, $ t��. �
�ee Sdyedule an Rever�.,e Side
$•50/51,000 Valuatian
$575 per SAC Unit
Alt. nAn ort Alt. '$° Al�oVe
Fee Dete.rmiried bY H�gir�eering
� �'�Y [ ] � N�YY [ l
���:
c�,�c�r' �io isr ,,v � G�Ac �
w��� GO (�Jy.S o � �ur�.w c� .
C.e� P��R
t •
r �, �'�
2- ac�c� — � c�v
su�c5 — i ��.
1'� � . (�c�
:•� � � � r • �+•. � :c _ •:i:,�� -
�e �ief Huilding Official ehall, before issuing permits for the erection of any
ti,; � ding or �e, os for any additiaa� to any exist,ing buildirg or stnu.�ture, or
for any altetatiaa� or re�a,ir to anY e�stinc! building or stnicture, upo�i aPPlication
therefore, require the payment bj, the applicant for sucii pezmit of fees to the amour�t
irez�ein below set forth ani in the matu�er i�erein prwis�ed to-wit:
ZO►I'AL VAIIJE
$1 to $500
$501 to $2,000
$2,001 to $25,000
$25,001 to $50,000
$50,001 to $100,000
$100,001 to $500,000
��y.
$15 (Minitn�n F'ee is $15 plus su�ge)
$15 for fixst $500 plus $2 for each additia�nal $100 or
fraCtian thp.r+eDf, to at�d including $2, 000
$45 for first $2, 000 plu.s $9 for each ac�itional $1, 000
cr frdC�t.iCa'1 thereof, to ar�cl inCluditx� $25, 000
$252 for first $25,000 plus $6.50 for each additional $1,000
or fraCtiCez therecf, to arid inclt�ding $50, 000
$414.50 for first $50,000 plus $4.50 for each additional
$1, 000 ar' fractioai thereof, to and is�cluding $100, 000
$639.50 for first $100,000 plus $3.50 for each ackiitional
$1,000 or fraction thereof, to and includit�g $500,000
$500,001 to $1,000,000 $2039.50 for the first $500,000 plus $3 for each additional
$1,Q00 or frackia�l thereof, to and inCludir�g $1,000,000
$1, 000, 001 arid up $3539. 50 for tt�e fiYSt $1, 000, 000 plus $2 for each additional
$1, 000 Or frdctio�l thereof
�IV�Y �GI�iT ffiQiOW
(Ooa�crete Oirb Streets OrilY)
Alten�ate ��A�� ; Re�aoval ani re�laoesoent of c�rb ar�d gutter only - DriveWay width plus
6 feet times $13.50.
Alternate ��g�� ; ROaoval and replao�eat of c�rb ani c�tter and i.nstall a 3 foot wide
approadi taith 6 iT�ch depth - Dariv�wdy width plus 6 feet times $15.75.
`'/:�: �;i �': M •.� •�- ��.�i.u�: M •;,I
PeYmits for �i� �.�;17 �� a mi nim,�+� of 24 hoa�5 frcap the tjme of
applicatiae� to allaw far prop�r review of the prqx�sed � ani of the
�ian site.
A Oertificate o� �rvey of the lot, st�awirg the locatia�n of the fanY3atio�► onoe it has
it has been �ar�tiucted will be iequired before proo�aedir�g with the f�.
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6667 West Old Shakopee Rd., Sulte 101 • Btoomington, MN 55438 • 829-0775
• � l �I,� � �i �
!
LET�TER �O RANSMIT� A
GENTIEMEN:
WE ARE SENDING YnU �Attached ❑ Under separate caver via the following items:
0 Shop drawings ��Prints ❑ P1ans � Samples ❑ Specificatio�s
O Copy of letter O Change order Q
THESE ARE TRANSMITTED as checked below:
0 For approval � Approved as sutimitted � Resubmit copies for approval
�For your use Q Approved as noted p Submit copies for distribution
p As requested O Returned for corrections p Return corrected prints
❑ For review and comment p
p FOR BIDS DUE 19 p PRINTS RETURNED AFTER LOAN TO US
REMARKS
� COPY TO
CITY OF FRIDLEY
6431 UNIVERSITY AVENUE NE
FRIDLEY, NIN 55432
�
PERMIT N .: 2004-01162 ,�
✓
DATE ISSUED: 07/21/2004
(763) 572-3604 FAX: (763) 571-1287
ADDRESS : 6652 E RIVER RD NE
PIN : 153024130009
LEGAL DESC : UNAVAII.,ABLE
: LOT BLOCK
PERMIT TYPE : BUII.,DING
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ROOFING
VALUATION : $ 14,000.00
NOTE: UNDERLAYMENT AS PER STATE BUII.,DING CODE. REROOF HOUSE & GARAGE USING TILE. INSTALL PER
MANUFACTURER'S SPECIFICATIONS.
APPLICANT BUILDING PERNIIT FEE 237.25
PETERSON RALF M FIRE SURCHARGE 14.00
6652 E RNER RD NE STATE SURCHARGE, VALUE 7.00
FRIDLEY, MN 55432 TOTAL 258.25
OWNER
PETERSON RALF M
6652 E RIVER RD NE
FRIDLEY, MN 55432
AGREEMENT AND SWORN STATEMENT
This permit becomes null and void if work or construcrion
authorized is not commenced witin 60 days or if construction
or work is suspended or abandoned for a period of 120 days
at any time after work is commenced.
I hereby certify that I have read and examined this
application and l�ow the same to be true and correct. All
provisions of laws and ordinances governing this type of work
will be complied with w ether specified herein or not. The
granting of a permi oes not presume to give authority to
violate or canc e provisions of y o r tate or local law
regulating c construction.
Applic at --- e Z/• a
Bldg Insp v Da l -
SEPARATE PERNIITS Q D FOR WORK OTf�R THAN DESCRIBED ABOVE.
NEW
ADDN
ALTER
�� CITY OF FRIDLEY Effecfire 4/1/2004
�� 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg Insp
�� SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax
BUILDING PERMIT APPLICATION
onstruction Address: _
� Legal Description:
Owner Name 8 Address:
Tel. # �( � 76� ��-�
Contractor. � G��v � _ MN LICENSE #
Address: Tel. #
LMNG AREA:
GARAGE AREA:
DECK AREA:
OTHER:
Attach to this application, a Certificate of Survey of the
bt, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
, �� ���--
Length Width Height Sq. Ft
Length Width Height Sq. Ft
Length �dth HgUGround Sq. Ft
�
. - �,
Construction Type: �'P Estimated Cost: � ��ll�'c�
Driveway Curb Cut Width Needed: Ft + 6 Ft = Ft x$ _$
DATE: � � � l ' D%� APPUCANT: Tel. # C� � � °� f�� � � 2.�
Call (763) 572-3604 for Permit Fees if mailing in appli on. Fax to 763-571-1287 if using credit card and we will call
you for card number.
CITY USE ONLY -
Permit Fee $ ���- �. Fee Schedule on Reverse Side
Plan Review $ 65% of Permit Fee
Fire Surcharge $ � .001 of Permit Valuation (1/10th%)
State Surcharge $ . $.50/$1,000 Valuation
SAC Charge $ $1350 per SAC Unit
License Surcharge $ $5.00 (State Licensed Residential Contractors)
Curb Cut Escrow $ Alt. "A" or Alt. "B" Above r
Erosion Control $� $450.00 Conservation Plan Review �
Park Fee $ Fee Determined by Engineering
�
Sewer Main Charge $ Agreement Necessary [] Not Necessary [ J
TOTAL $ e�� • °��� STIPULATIONS:
„_
BUII..DING PERMIT FEE SCHEDULE
The Chief Building Of£cial shall, before issuing permits for the erection of any building or structure, or for any
addidon to any existing building or structure, or for any alteration or repair to any existing building or
structure, upon application therefore, require the payment by the applicant for such permit of fees to the amount
herein below set forth and in the manner herein provided to-wit:
TOTAL VALUE
$1 to $5�
$501 to $2,000
$2,001 to $25,0�
$25,001 to $50,000
$50,001 to $100,000
$100,001 to $500,0�
$500,001 to $1,000,000
$1,000,001 and up
FEES
$23.50
$23.50 for�first $500 plus $3.05 for each additional $1� or
fraction thereof, to and including $2,000
$69.25 for first $2,000 plus $14.� for each additional $1,000
or fraction thereof, to and including $25,000
$391.25 for fust $25,000 plus $10.10 for each additional $1,000
or fraction thereof, to and including $50,000
$643.75 for first $50,004 plus $7.W for each addidonal
$1,OQ0 or fraction thereof, to and including $100,000
$993.75 for first $100,000 plus $5.60 for each addidonal
$1,� or fraction thereof, to and including $500,000
$3,233.75 for the first $500,000 plus $4.75 for each additional
$1,000 or fraction thereof, to and including $1,000,000
$5,608.75 for the first $1,000,000 plus $3.15 for each additional
$1,000 or fraction thereof
CURB CUT ESCROW
(Concrete Curb Streets Only)
Removal and replacement of curb and gutter only - driveway width plus 6 feet, times the annually determined
rate
Permits for construction will be issued a minimum of 24 hours from the time of application to allow for proper
review of the proposed structure and of the construcdon site.
VERIFICATION OF FOUNDATION
A Certificate of Survey of the lot, showing the location of the existing foundation will be required before
pro�ee,ding with the framing. New Houses Onlv
,..
07/21/2004 9VED 08:18 FA%
CETCO Building Materials Group
STRONGSEAL ROOFING MATERIALS
� °1 � �.. �
�� R� �
c
/
�
� �
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SECTION 071
"1� �3" � �1 � � � �'4%
���1
��� �
����
� ooiioae
11/10/03
�
b���s
NAIL-DOWN ROOFING UNDERLAYMEN �
PART 1- GENERAL ' �� ' r �; �
�\!(, �
1.01 RELATED DOCUMENTS - ���r1.N `��Q,�C
��' ,
A. All of the Contract Documents, including General and Supplemerrtary'General Conditions and
Division 1 General Req�irements, apply to the �vork of this Section.
1.02 DESCRIPTION OF WORK
(Spec Writer) Determine scooe of work and edit or add as reauired for oroiect reauirer�ents
A. The Work of this Section includes furnishing and installaGon of a premium, nail-down rubber
roofing underlayment membrane derived from recycled tire crumb rubber. The underlayment
membrane shall be installed over the field of the roof deck prior to common exterior roofing
materials like architectural shingles, slate, tile, shake and metal roofs. The membrane
undertayment shall also be capable of being used at such a�eas as parapet walls behind EFIS or
stucco architectural finish systems. The roofing underlayment is not a self-adhering roofing
unde�layment and is therafore not recommended for use vn critical roof areas to protect the
structural roof deck from water penetration or from ice dams.
1.03 RELATED WORK BPECIFIED ELSEWHERE
A.
B.
Carefully examine all of the Contract Documents for requirements which effect the uvork of this
section.
Other specifications sections which directly relate to the work of this section include, but are not
limited to, the following:
(Spec Wr'�ter) Select from the items below and edit or add as reauired for oroiect reauirements
1.
2.
3
4.
� 5.
�--� 6.
7.
8.
9.
10.
11.
Section 06100 - Rough Carpentry
Section 07270 - Air Bamer Membranes '.___.- �
Section 07310 - As halt Shin le Roofin �
Section 07315 - P Roofin 9 g�e� � p�Q
�
Section 07317 - ood Shingles and Shakes
Section 07320 - Roof Tiles -
Section 07600 - Flashing and Sheet Metal
Section 07610 - She�t Metal Roofing
Section 07720 - Roof Accessories
Section 07810 - Plastic Skylights
Section 07900 - Joint Fillers and Sealers
1.04 QUALITY ASSURANCE
A. Installers: Firms responsible for installing the above referenced work shall have at least two years
experience in applicetion of nail-down membrane underleymentwaterproofing materials and be
acceptable to the underlayment manufacturer.
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B. Source: For roofing underlayment materials required for the work of this section, provide pr(mary
mater;als which are the products of one manufacturer. Provide secondary materials whlch are
acceptable to the manufacturer vf the primary materials.
C. Manufacturer's Rearesentation: Make all arrang�ements and payments necessary to have
manufacturer's authorized representafive on-site at b�inning of underlayment application to
advise installer and to ensure compliance with manufacturer's requirements.
D. Confer�nce: Convene a pre-installation conference to establish procedures to maintain optlmum
working conditions and to coordinate this work with relat�f and adjacent work. Representatives of
the General Contractor, Architect, Roofing Contractor, Roofing Materials Manufacturer,
Underlayment Materials Manufacturer and Undrlayment Installer shall be present three days prlor
to start of underlayment work to inspect subsirate and review installation requirements.
1.05 REFERENCES
A. American Sociery for Testing and Materials (ASTM):
1. D412 Standard Tesi Methods for Vulc�nized Rubber and Elastome�ic Tension
2. D1204 Standard Test Method for Linear Dimensional Changes of Nonrigid Thermoplastic
Sheeting or Film at Elevaled Temperature
3. D1970 Standard Specifica6on for Self-Adhering Polymer Modified Bituminous Sheet Materials
Used as Steep Roofing Underlayment for Ice Dam Prote�tion
4. D2523 Standard Practice for Testing LoedStrain Properties of Roofing Membranes
5. D5147 tandard Test Methods for Sampling and TesGng Modified Bituminous Sheet Material.
6. E96 Standard Test Methods for Water Vapor Transmission of Materials
1.06 SUBMITTALS
A. Product Data; Submit manufacturer's product dafia, installation instructions, use limitations and
recommendations for each material and system specified in this section.
B. Samples: Provide a minimum of two 12" x 6" samples of roofing underlayment material to be
used for the system described herein.
1.07 Mock-Ups
A. Provide Mock-ups before beginning work of this section at location acceptable to Architect and
obtain Architect's acceptance of visual qualities. Protect and maintain acceptable mock-ups
throughout the work of this section to serve as criteria for acceptance of this work. Acceptable
mock-ups may be incorporeted into the finish work.
1. Sample application of roofing underlayment shall consist of the following:
a. Closed valley: (10 linear feet)
1.�18 DELIVERY. STORAGE AND HANDLING
A. Deliver materials and products to the job slte in original, unopened package, clearly labeled with
the rnanufacturer's Identiticatlon and printed Instructions. All material shall be stored and handled
in accordance wlth manufacturer's Instructions and rer,ommendations. Protect from damage.
1. Roofing underlayment rolls should be stored vertically on end, in a storage facility where the
temperature is befinreen 40°F and 100°F (4°C and 38°C). Use a protective covering ove�
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pallets while being temporarily stor� on site. Underlayment must be kept at a minimum 40"F
(4°C) for 24 hours prior to use. Do not double stack pallets.
1.09 PROJECT GONDITlONS
A. Conditions: Perform work only when ambient conditions are within the limits establishe� by
manufacturers of the materials and products used.
B. Substretes: Proc�d with wo�lc related to roofing underlayment only when substrate canstruction
and peneVating work is complete.
1.10 WARRANTY
A. P�ovide written warranry signed by manufacturer agreeing to repair or replace wo�c which exhibits
defects in materials. "Defects" is defined to include, but is not limited to, leakage of water,
abnormal aging or deterioration, and failure to perform as required. Wamanty period shall be as
follows:
1. Roofina Underlavment Membrane: 10 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.01 ROOFING UNDERLAYMENT MEMBRANE
.. ' A. Provide nail-dawn roofing underlayment consisting of a durable 27 mil thick rubber membrane
waterproofing material that contains no asphalt. The membrane shall be produced with
30% recycled tire crumb making it a"GREEN" product Underlayment shall be capable of
resisting temperatures as high as 300°F (116°C) without flowing. Underlayment
membrane shall be Duck's Back, Roof Deck Protectlon as manufactured by CETCO
Building Materials Group. Other manufacturers and underlayment products meeting or
exceeding this specification may be acc�pted by the Architect. Undelaymerrt membrane
properties shall be as follows:
B.
Other Features and Att[ibu es shall be as fo1ows:
1. One Year Ex_posure Period: Duck's Back membrane can remain exposed for up to one (1)
year to direct sunlight and inclement weather'.
2. Low Temperature Aoplication: Duck's Back remains flexible in cold weathor and will roll out
without cracking or shattering.
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3. Seals Around Fasteners: Duck's Back shall seal around most fastener penetrations like a
gasket, resisting leakage and moisture infrusion from wind-driven rain.
4. Slia Resistant SurFace: DuCk's Back features a slip resistant surFace for safe and easy
instellatwn.
5. EBSier 8nd Less Costiv Re-roafina: Duck's Back uvill not adhere to the underside of the
exposed roof covering, making re-roofing easier and less c�stly. The non-aggregate
underlaymerrt will not score the underside nf inetal roofing caused by constant expansion and
Contraction, resulting in no underside rust cr corrosion.
6. Non-Absorbant: Memb�ane does not absorb moisture, avoiding buckling and wrinkling like
conventional organic felt underlayments. Avoids drying downtime.
PART 3 - EXECUTION
3.01 INSPECTION
A. The Installer shall e�m ine aubstrates and conditions under whlch thls work is to be instealled and
notdy Contractor, In wrl�ng, of conditlons detrimental to the proper completion of the work. Do not
proceed wlth work until unsatisfactory conditions are co�ected. Beginning work means Installer
accepts substrates and conditions.
� � 3.02 ROOF DECK PREPARATION
A. Duck's Back roofing underlayment membrane shall be install� direcUy on a clean, dry,
continuous sloped structural roof deck. Suitable deck materials shall inGude plywood, OSB
(orient� strand board), wood plank (no chamfered edges), metal, and concrete. Rernove dust,
dirt, loose nails, and other debris. Roof deck shall have a minlmum pltch of 3" on 12" (75 mm on
300 mm) without voids or unsupported areas. Remove all protruslons and sharp edges. Repalr
damaged deck areas before installing the underlayment membrane. Re-roofing projects require
the removal of old roofing materials.
3.03 DUCK'3 BACK UNDERLAYMENT MEMBRANE INSTALLATION
A. Do not stretch membr�ne when installing. Roll out membrane flat and allow the membrane to
relax prior to fastening to the roof deck. Do not tack at one end of rolt and s�etch during
installation like conventional felt products. Do not apply heat to the praduct for application in cold
weather.
B. Apply Duck's Back underlayment membrane direcdy to properly prepared roof deck. Always
begin installation at lowest point on the deck and work up the roof so membrane overlap seams
shed moisture. Roll out mem brane flat and alfow the membrane to relax prior to fastening to the
roof deck.
C. Fasten membrane securely to deck with button kap (washer head) fasteners in accordance wlth
local building code for conventiona130-Ib. felt underlayment products or equivalent. Overlap
membrane end seams minimum 6" (150 mm). Do not fold over the roof edge unless the edge is
protected by drip edge or other flashing type material.
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D. For successive membrane courses, align and overlap the edge of the previously installed
underlaymerrt sheet a minimum 3" (75mm); lap minimum 6" (150mm) in high wind areas. Stagger
end laps a minimum 12" (300mm) and overtap minimum 6" (15o mm).
E. For valley, hip, and ridge applications, center the membrane over the valley, hip, or ridge and
secure with button kap fasteners, On extreme slopes, it is recammenderl to narrow spacing of
button kap fasteners and cover nails by over lapping with next sheet.
F. Full roof deck coverage may be applied with proper attic ventilation and roof drainage to minimize
interior condensation. Consistent with good roofing practice, install the membrane such that all
laps shed water by always working from the low point to the high point of the roof.
G. Duck"s Back membrane can be left exposed during const�uction as a temporary dry-in barrier for
up to one (1) year.
H. When used with previously installed self-adhering roaf underlaymerrt, allgn and overlap the down
slope membrane edge of Duck's Back a miniumum 3" (75 mm) over the adhered membrane so
that the lap sheds moisture. Lap minimum 6" (150mm) in hlgh wlnd areas. Lap membrane ends a
minimum 6° (150mm). At the ridge of the roof, selfadhering underlayment may be installed over
Duck's Back to provide proper lap that w111 shed water. Refer to local building codes regarding
self-adhering roofing underlaymerrt application and installation requi�ements.
When fastening shingles over the membrane, use smooth shank, electroplated galvanized nails to
provids the best seal. Place metal drip edges of wood starter shingles over the membrane.
3.04 PRECAUTIONS AND LIMITATIONS
A.
B.
C.
D.
E.
F_
G.
Membrane is slippery when wet or cmvered with frost. Fall protection equipment is required when
working on a roof deck.
Oo not leave permanentiy exposed to sunlight. Maximum recommended exposure is one (1)
year.
Membrane should not be folded over the roof edge unless protected by a gutter, drip edge, or
other flashing material.
Do not install on chamfered edges of wood plank.
Do not install fasteners through the membrdne over unsupported areas of the structural deck or
leave holes from removed fasteners.
Repair holes, fishmouths, tears or other damage to membrane with a patch of inembrane
extending past the damaged area 6" (150 mm) on all side�s.
If the use of a sealarrt or flashing is necASSary, usa an EPDM Black Lap Sealant or Black Lap
Caulk with a but�+l base. Avoid using solvents on membrane.
3.05 REPAIR AND CLEAN UP
A. Remove and replace work whlch is damaged o� deterioratad in any respect.
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