AF - 46057-_ -
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Yillage of.�'ridley, M.in.n.
BUILDING P�RNIIT �T° 1�i 4 6 ���
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}aate. .'.�-,-.*. �. � • 9`f• ' �"•'s�� �
6+''s • j�" �' �i q:
�OwrieT .�:a�. . .. t�,:i� "�: .'.:r. . .�r� $llildex • � ' ' �
{ Address � .� � .�. � : � :,�:"'�. `�� Address . . I
��
LOCATlON: OF. BUILpING
1Vo. ��� Street . � {, . �f ;� „ � ... . Paa�t'of Lot .. i� � • i
� �t .� �J.� Block E �. .Addition}or Sub-Division ,a'�r'r. � t; �'•` � a`�'` - � I
. .. . .
; :- �, .� ��r���. .
Corner I.ot Insicle .Lot ��. .. Setback � � . 4�. Sicleyard . .�? . ,��. / I'
, ,, ...... . . . .,....... I
I
; ' DESCFtIPTION OF BUILDING �
o be Used as: �, ;, � I
,. �: :�x� �� : ! Front . �"�. F Depth :�.� i�eight �<.�. . Sc� Ft. Ctz Ft . . I
� .. ... . � ...�.
. �... . .. _
,;�,,J' $ F't. . . . : . . . . Cu. Rt. � . . . . .
.� t Depth .. Hefght q• I
�+�°�� � �, _ ,�= �� ,{ .
Type ofe Consxruction � : . Es�` Cost . .��.:.. f .� . . �o be Completerl . ��.
; i
,.; ,' ,
_ ` i
•. ,.. .: , ,:` ,..: . _ ; �
In consideration of the issuance to me �f a�permit to cons�rttc�'�L�ie b ild �described above, I agree to do _
_ the proposed work in accarden�e with ttie descriPtion above. .set forth and,� in pliaace a11 provisiona of ,
h
ordinances �f the villag�. of �cIIey. ; � �- �
•� .� � y «
, � " � .,�----_ _ �°' , � ,
� �a 7a co 'der�p.' n of the pa�nent of a fee of $i.�,��.`e. �:�:..., Pertnit is hereby granted �o .:�.:� :� :: ••..:..
��.
t �` �; s�...L,� . to °eanst�uct the builc�ing or addition as desc�ibed above. This permit 3s granted upan
� tiie �ex�resa condition tha� the person io whom Yt is granted and hig agr�nts, employeaa and warlmien, : fn aIl work ,
� done in, around ai�S upon s�id building. or aay parC fher�wf. shall conform im �,11 reapeci� tc� the ordinaac� of �
I < FridI�y, Minnesota regarding Iocation, construction, atteration, maaixtenance, repair and moving of bu3lafnge with-
,- :. in fihe village Yimits and tisYs Aermit may be revoked at anY turie upon violation of any of the gzrovisions oP said
orc�inar�ces ,� f
' �� �' � � �'� � " �'
,:�' :, .� _��+, g�� �ector
,.,,,�� ` ;;, . . , .
, ' - ,° � ;,� • ,
NOTtGE:
r; 7his permif does fiot cove� the eonstruc#i�n, instaltaiion or alteraiton far,wfr,�ng, ptumbing, Ha5 heating,
sa�nrernr water. Be sure to see fi�ufldfng inspeator for s�parate �e�mits for ���'items. '
�,
Date:
Owner:
Addres:
City of Fridley, Minn..
BUILDIl�TG PERMIT
N° O T
�=f`
. ..
B�ulder r :_- -------:.._...__. . ....�..,�'.YiP�2.'. ..�`��s-- ,�� �.�..--
Address ..��� ' ---�l��`�•��,.�.3..�__� � _..
:�� ,,�
> , OCATION F BUILDING
�%.�,��---._ Street �,��'-� � -''��G�'-� < �"� � ...._..... Part of Lot ...._.._--.__._...._..._._.._..._--------------._..�..
No. ------� - - _..-- •.�..__.........---.._.. �_......------�---•----...
Lot....._ ................................ Block ...-�-�----......_....... -- -- ................ Addition or Sub-Division ....._. - _...._......._._...---•--�--�----........._..�,.__.._..-----...---•----------�
:� �'
Corner Lot .....-----.....---.._......_... Inside Lot ._.._.....--�.'..�.---... Setback ._--,�`...�..----.__.._........ Sideyard .-----�---.-=-•--.......---
Sewer Elevation
TobeU.
,�°` '
-- --�---....-- --.. .�� �--�--
Founda.tion Elevation
DESCRIPTION OF BUILDING
Front --p�.�..� _. Depth ---�!�---- Height __�'�'�..p...--- Sq. F� �..1'.� Cu. �¢,�..�.�
Type .oP Construction ...�..�.�:�_De Est. Cost:..:/..` ��. �C�..t..�....._ To be Completed ...._�.__�
�°� �-� � �' ��' ��
THIS PEl;P,":! i C�i'��:=, f� ^; I� �J i HORl�E 1,'i�L/�T-
C�� �,`� r �='r-;f�'�,''.�._: � c,;,;
ION ��.
EUiL�(iVG f�i.ST�,4CT O�dS,� COVE��l.a11VTS Al`JD
In consideration of the issuance to me of a permit to construct the building described above, I agree to do
the propased work in accordance with the description above set forth and in compliance with all provisions of
ordinances of the city of Fridley.
./� ---------.._._.._..._.._.W._..._.________.._._._.._._....�.._..._._.._..____
fa
In consideration of the payment of a fee of $ C�.....'..'°"'.�_'.".`_........, permit is hereby granted to..____.......___ ............._.
.��___......._.__._..___..___..�..__ to construct the building or addition as described above. This permit is granted upon
the express condition that the person to whom it is granted and his agents, employees and workmen, in all work
done in, around and upon said building, or any part thereof, shail conform in all res�cts to the ordinances oP
Fridley, Minnesota regarding locataon, construction, alteration, maintenance, repair and moving of buildings
within the dty limifs and this permit may be revoked at any time, u 'olation f any oP tk�e provisions of said
ordinances. } ,,�r,s-
�f ;�
- •--- •--''� --- ----_ Building Inspector
NOTICE:
This permif does nof cover the eonsfruefion, insfallafton for wiring, plumbing, gas heafing, sewer or water. Be sure to see
the Building InspeNor for separate permits for fheae ifems.
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�,� �PLICATION FOR BUILDING PERMIT
,�j�r� CITY OF FRTDLEY, MIl3NESOTA
Oti,rner s ldame .� ,f� � f� %�-��o _Fi�.',l= l4%� Builder v�� cA � �'' �/t� �.�'Rg� c T'> e �►s� c_ �,
�ddress l��2 3�� L,� �°,��°.�?"1��r �r_° Address�5 ?�-���i��`?��-�� �� S c�
LOCATION OF B�IILDING
Nc., j �� _ 8tree��, r� ��'�� T�!� r v� � rarb of Lot _..._�__�--�-
y�.� . g�,o� Add3tian or Sub.Div._
. Corner Lot�Ins3.de Lot��Set Back Side-Yerd
SEWF,R ELEVATION F'�UNDATION ELEVATIOId
�
Applicant attach to this form Certificate of Survey of Lot and proposed build3n�
loca.tion.
DESCRIPTION OF BIIILDIATG
To be used as: � � �
�
� �%v.�����.G�_ . Front � � 1?epth�,�,_ - i�t
Sq. Ft. Cu. Ft.
-
Front Depth He3ght -
Sq. Ft. Gtii. Ft.
Type of Construct3on ,� �`A � ,��'� �� �.. � � �° � stimated Go st � �t °� � c� . �' �
To be completed � �
The undersigned.hereby makes application for a permit for the work herein specified,
agreeing to do al]. work in strict accordance with the City Ordinances and ruling af
the Depar.tment of Buildings, and hereby declares that all the facts and repre�enta-
tions atated 3.n th3s application are true and correc��_�� C,�,,,,���,
DATE,� � �,. � � � SIC:NRTIktE ,,,('O � �- .�..��.-� : !�-� '
(A Schedule of Fee coata can be found on the Reverae Side.) �
/'�,
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�a
BOILDING PERMIT FEE 5CHIDULE
�ection 2. The Inspec�;or of Build3ngs shall, before issuing any perm3t
for the erection of any building or structure, or For any addition to
any exi.ating building or structure, or for any alterations or repairs
to any existing building or structure, upon appl3cation therefor, require
the pay�nent by the applicant for such permit o£ fees to the amount herein
below set forth and in the manner herein provided to-wit:
2.1. For any such p�rmit for the erection of any f3re-proof building, other
than a ga,rage, warehouse, factorg or grain elevator, or for the erectioa� of
any fireproof addition, for s3milar occupancy, to ar� existing build3n� ;
shall be at the rate of $l./�.0 for each one thousand cubic feet, or fraction
thereof, in such cubice7. contents.
2.2. For any such permit for the erection of any iireproof garage, ware-
house, factory or grain elevator,�or for the erection of any fireproof
addit3on for similax occupancy, to ar�,p existing building shall be at the
rate of �1.25 for ea,ch one thousand cubic feet, classified as "fireproof"
by Section 502 of the Minneapolis Build3.ng Code.
OIISES
2.3. For any such permit for the erection of any non-fireproof building
other than a garage, warehouse, factory or grain elevator, or any non-
fireproof addition, for simi].ar occuparacy, to any exist3ng building.
Permit $1.Q0 for each one thousand cubic feet.
GA�tAGF�S ..
2.4. For ang such permit for the erection of a.ny non-fireproof gaxage�
wexehouse, factory or grain eleaator, or for the erection of any non-
fireproof addit3on, for similar occupanc�� to any existing building�t'
for each auch bu3lding or addition. Ninety Cents f'or each one thous�nd
cubic feet or fraction thereof, in the cubical contente thereof with a
mininmm of �.,00.
For the purpose of computing fees for buildin� permits the cubical contents
of eny building or addition to a uniform. height throughout by multiplying
the ground area covered f"rem� a point six. (6) inches below the floor line of
the basement or cellar to the average height of the upper surface or to the
average height of the roof surface of the mai.n gable of a pitched roof.
2.5. For repa3rs or alterations to an exiating structure, the fee shall be
at the rate of �3.00 for each Five Hundred Dollare (�500.00), or f�action
thereof in the cost of all proposed work.
2.6. In no case sha11 the fee charged for any permit es set forth in
Section 2 be less th�an �..00.
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CHIMI�EY AND STACK YERIFICATION
The undersi.gned hereby veri.fies that the existing chimney or stack; ��
1. 'Has .been. careful ly . exami ned. � Yes (, )
2. Is free fran�rust or deterioration �� Yes ()
3. Has no foreign objects lodged within Yes ()
4. Is securely supported Yes ()
5. Meets all current Code requirements for size and
total BTU connected -
6. Has Total heating BTU's of
All other BTU's
TOTAL
Rema rk s
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Company
Signed By
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City of Fridley
�
AT TME TOP Of THE TW�NS � � I L D I N G P E R M I T
„
.�
� • COMMUNITY OEVEIOPMENT DIV.
� j V �'��� , .
f � � PROTECTIVE INSPECTION SEC.
� . �
� _ �"'� � CITV HALL FRIDLEV SS�32 NUMBEA
��--"�' �'� 612-571-3460 s�aF�S
JOB AOORESS �
1323 Hillcrest Drive
t LEGAL �OT NO. BLOCK TRACT OR ADDITION
oesca. 16 4 Moore Lake H:
2 PROPERTY OWNER MAIL ADDR�S$
Ryan Bourne
3 CONTiiACTOR AIL ADDRESS
Safe Chi�ey G�.
�g�j�xiiY�nt�m�s�maa�uxx�� 41%9 149th Av� IVI
4 ARCMITECT OR DESIGNEp MAIL ADDRESS
5 ENGINEER MAII ADDiiESS
Residential
7 CLASS OF WORK
p NEW ❑ ADDITION
' 8 DESCRI9E WORK
Re-Line fireplace and install fiY
9 CHANGE OF USE FROM
STIPULATIONS
REV DATE
10/19/99
ZIP
PAGE OP
/ /
30417
�
���
vROVED Br
SEE ATTACHED
SNEET
PMONE
'-0926
PNONE LICENSE NO
�� 2�1R�'�h9
PMONE LICENSE NO.
PMONE IICENSE NO
O ALTERATIpN �Q& REPAIR O MOVE O REMOVE
�
insert
SEPARATE PERMITS ARE RE�UIREO FOR ELECTRICAI, PLUMBING, MEATING, TYPE OF CO
VENTILATING OR AIR CONOITIONING
TMIS PERMIT BECOMES NUIL AND VOID IF WOfiK OR CONSTFUCTION 20NING
AUTHOR12ED IS NOT COMMENCED V�1ITHIN 80 DAYS, OR IF CONSTRUCTION
OA WORK IS SUSPENDE� OR ABANDONEO FOR A PERIOD OF 120 DAYS AT
ANV TIME AFTER WORK IS COMMENCED. NO DWIG.
I HEREBV CERTIFY THAT I MAVE READ AND ExAMINEO THIS APPLICATION
AND KNOW TME SAME TO BE TRUE AND CORRECT. ALL PROVISIONS Of LhWS VA�UATION
AND ORDINANCES GOVEflNING TMIS TVPE Of WORK WILL BE COMP�IED
WITH WHETHER SPECIFIED HEREIN Oii NOT. THE GRANTING OF A PERMIT .�ZZSZ
DOES NOT PRESUME TO GIVE AUTMORITV TO VIOLATE OR CANCEL THE pEqMITfEE
PqOVIS10NS OF /�NY OTHEq�.j► TE OR LOCAL LAW REGULATING CON-
STR'UCTION OR �NE PERfOj�IGADaCE�OF CONSTiiUCT10N $3.25
0%
. I,1C
iDATE�
OCCUPANCY GROUP
SO.FT
OfFS
STALLS
\
OCCUPANCVLOAD
CU iT.
f PARKING
GARAGES
5� OUR PERMIT
��� �
natE
-f
_'_ "" � J
ADDN
ALTER
Effective 5/10/99
I l CrrY OF r��Y
[] SINGLE FAMII.Y AND DUPLEXES R-1 AND R-2 ���
BUII.,DING PERMIT APPLICATION � �
Construction Address: J�,� 3°%�t J I e�e s� + T,��� v�
Legal Description:
Owner Name & Address: � � � v� � o �� r v� e �� °° +°� � Tel. # .Sr� o� — O i � �
Contractor: ' t,,re l c MN LICENSE #��/� �,.S 6`�
i�
Address: � �% / i � - / � � �` � %1� v�,' , e� � Tel. # G/Z - �2 Z - 0 5� � f
�� � �1��
Attach to this application, a Certificate of Survey of the ��� `�
ot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IlVIPROVEMENT
LIVING AREA: Length Width Height Sq. Ft.
GARAGE AREA: Length Width Height Sq. Ft.
DECB AREA: Length Width Hgt/Ground Sq. Ft.
OTI�R:
�✓L `��,ir1¢- �`�Ia�C2 $ jln S'f�
Construction Type: �, v� (a c e i v� Sa� r� Estima.ted Cost: $ ���02
Driveway C�rb Cut Width Needed: Ft. + 6 Ft = Ft x$ _$ �
DATE: O L� • , � � f -�PLICANT: � Tel. # � 2 2 � � �i � r
CITY USE ONLY e� r �"� � e�- Y'
Permit Fee
Fire Surcharge
State S�rcharge
SAC Charge
License Surcharge
Driveway Escrow
Erosion Control
Park Fee
Sewer Main Charge
TOTAL
STIPULATIONS:
� ��5�.
$ •o���
$ �, /�
$
� �P��
$
$
$
$
$ �'
Fee Schedule on Reverse Side
.001 of Permit Valuation (1/lOth%)
$.50/$1,� Valuation
$1050 per SAC Unit
$5.00 (State Licensed Residential Contractors)
Alt. "A" or Alt. "B" Above
$450.00 Conservation Plan Review
Fee Determined by Engineering
Agreement Necessary [ ] Not Necessary [ ]
�Z j -��� Z.
BUILDING PERNIIT FEE SCHEDULE
The Chief Building Official shall, before issuing permits for the erection of any building or structure, or for any
addition 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 $500
$501 to $2,0�
$2,001 to $25,000
$25,001 to $50,000
$50,001 to $100,000
$1�,001 to $500,000
$500,001 to $1,000,000
$1,0�,0p1 and up
FEES
$23.50
$23.50 for first $500 plus $3.05 for each additional $100 or
fraction thereof, to and including $2,000
$69.25 for first $2,0� plus $14.00 for each additionala �1,000
or fraction thereof, to and including $25,000
$391.25 for first $25,QQ0 plus $10.10 for each additional $1,(H?0
or fraction thereof, to and including $50,000
$643.75 for first $50,000 plus $7.00 for each additional
$1,000 or fraction thereof, to and including $100,000
$993.75 for first $100,000 plus $5.60 for each additional
$1,�0 or &action thereof, to and including $500,0{?0
$3,233.75 for the first $500,000 plus $4.75 for each additional
$1,000 or fraction thereof, to and including $1,Ot?O,Q00
$5,608.75 for the first $1,000,000 plus $3.15 for each additional
$1,000 or fraction thereof
DRIVEWAY DEPRESSION ESCROW
(Concrete Cbrb Streets Only)
Alternate "A" : Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $15.50.
Alternate "B": Removal and replacement of curb and gutter and install a 3 foot wide
approach with 6 inch depth - Driveway width plus 6 feet times $23.25.
VERIFICATION OF FOiINDATION
Permits for construction v�ll be issued a minimum of 24 hours from the tune of applica.tion to allow for proper
review of the proposed structure and of the construction site.
A Certificate of Survey of the lot, showing the location of the foundation once it has it has been consiructed will
be required before proceeding with the framing.
- � �' � SU6JEGT . .
City of Fridle�
AT TME TOP OF TME 71M�NS � u I L D I N� P E R M I T
r
� �
� �• COMMUNITY OEVELOP�MENT DIV. ��A ����
f � ~ � PROTECTIVE INSPECTION SEC. � °
1 . �
� _ �"'1 � CITY MALL FFIDLEr SS�32 NUMBEN NEV O�TE oAGE OF
�"°� � �'� 612-571-3450 910-F15 9/12/O1 � �
JOB ADDRESS 1323 H�llcrest Drive NE �
t LEGAI �OT NO. 9LOCK TpACT Oii ADDITION
DESCR. 1( 4 Moore Lake Hills
2 PiiOPERTY OWNER MAIL AOQR�S$
Ryan Bovine 1323 Hillcrest Dr�ve NE
3 CONTRACTOF MAIL ADDRESS
Same
d AFiCHITECT OR OESIGNER MAIL ADDRESS
5 ENGINEER MAIL ADDfiESS
8 USE OF BUILDING
21P
21P
21P
2159
ACPROVED B�
SEE ATTACMED
SNEET
PHONE
763-502-0926
PMONE LICENSE NO
PMONE LICENSE NO.
PHONE LICENSE NO
Residential
7 CIASS OF WOHK NEW ❑ ADDITION O ALTERATION O REPAIR O MOVE O REMOVE
�
8 DESCRIBE WORK
Construct a 12° x 12' Storage Shed
9 CHANOE OF USE FROM
�STIPULATIONS
See notations on plar�..
SEPARATE PERMITS ARE fiECUIREO FOR ELECTiiICAL. PLUMBING. MEATING,
VENTILATING OF AIR CONDITIONING
TNIS PEHMIT BECOMES NULL ANO VOIO �F WOFiK Ofl CONSTRUCTION 20NING
AUTHORIZED IS NOT COMMENCED YjIITNIN 80 DAYS. OR IF CONSTRUCTION ;
OR WORK IS SUSPENDED OR ABANqONEO FOR A PERIO� OF 12Q DAYS A7
ANV 71ME AFTER WORK IS COMMENCED. ' NO DWIG. UNITS
I MEREBY CERTIFY THAT I HAVE REAO ANO EXAM�NED TMIS APPLICA710N L
ANO KNOW TME SAME TO 8E TAUE AND CORRECT. AlL PROVISIONS OF LAW$ VALUATION
AND ORDINANCES GOVEi;NING THIS TYPE OF WpRK WI�� q� COMPUEO
WITM WHETMER SPECIFIED HEREIN OA NOT. TNE GqANTING OF A PERMIT �SOO
DOES NOT PRESUME TO GIVE AUTHORITV TO VIOLATE OR CANCEL TME pEqMIT FEE
PROVISIONS OF ANV OTHER STATE OR LOCAI LAW REGUTATING CON-
STRUCTION OR TME PERFOFiMANCE OF CONSTRUC710N �L�.SO,
OF CON'aACTOA OR AUTMOA�2E0
�u�rt�
� ���
�
SQ.
STA��S
CU FT
OFfSTREET PARKINC
IGARAGES
' $.50
SAC CMARGE
Fir� SC $.50
TOTAL F E
�Z ..�3�
)ATE J� ���S IS O PE I
L-- �
�,���
� � UV'
NEW � � /�� �� Y�`
ADDN ,[l]' ,� t� CITY OF FRIDLEY
ALTER �[ ] �'�',__ ; � SINGLE FAMILYAND DUPLEXES R-1 AND R-2
� 1 Q���� BUILDING PERMIT APPLICATION
c:
Effective 1/1/2001
(763) 572-3604 Bldg Insp
Construction Address: /' 3Z 3�� � I er�r�� �-� .,� �.e �
Legal Description:
Owner Name & Address:�i ,r�,,,`�.,., ,�, �3�'� ����c'���'� �r�"'` Tel. # "74�-- s'e�a.�-o��z.�
Contractor. Zt �,�°'�� r�-� MN LICENSE #
�
Address: Tel. # �
LNING AREA:
GARAGE AREA:
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
Length Width Height Sq. Ft
Length Width Height Sq. Ft
DECK AREA: Length Width HgUG�ound Sq. Ft
OTHER: �'���`�g �Z� tZ lI( JSI�
Construction Type: A� e►.va ���,�. Estimated Cost: $ ��� �
Driveway Curb Cut Width Needed: � Ft + 6 Ft = Ft x$ _$
DATE: �/� ��_ APPLICANT:��P,� �l o�rh� Tel.# °]Iv�°S�2-O�'Z-(�
CITY USE ONLY -
Permit Fee
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Driveway Escrow
Erosion Control
Park Fee
Sewer Main Charge
TOTAL
STIPULATIONS:
Call (763) 572-3604 for Permit Fees if mailing in application
$ o��,Jo Fee Schedule on Reverse Side
$ , � .001 of Permit Valuation (1/10th%)
$ , �� $.50/$1,000 Valuation
$ $1150 per SAC Unit
$ $5.00 (State Licensed Residential Contractors)
$ Alt. "A" or Alt. "B" Above
$ $450.00 Conservation Plan Review
$ Fee Determined by Engineering
$ Agreement Necessary [ ] Not Necessary [ ]
�
� �
BUII,DING PERMIT FEE SCHEDULE
The Chief Building Official shall, �before issuing permits for the erection of any building or structure, or for any
addition to any e�sting 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 $500
$501 to $2,000
$2,001 to $25,000
$25,001 to _$50,000
$50,001 to $100,000
$100,001 to $SQ0,000
$500,001 to $1,000,000
$1,000,0p1 and up
FEES
$23.50
$23.50 for first $500 plus $3.05 for each additional $100 or
fraction thereof, to and including $2,000 �
$69.25 for first $2,000 plus $14.00 for each additional $1,OQ0
or fraction thereof, to and including $25,000
$391.25 for first $25,000 plus $10.10 for each additional $1,000
or fraction thereof, to and including $50,000
$643.75 for first $50,(�0 plus $7.00 for each additional
$1,000 or fraction thereof, to and including $100,Ot�
$993.75 for first $100,000 plus $5.60 for each additional
$1,000 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 $1,0(�,(�0
$5,608.75 for the first $1,000,0� plus $3.15 for each additional
$1,000 or fraction thereof
DRIVEWAY DEPRESSION ESCROW
(Concrete Curb Streets Only)
Altemate "A" : Removal and replacement of curb and gutter only - Driveway width plus 6 feet times $15.50.
Altemate "B": Removal and replacement of curb and gutter and install a 3 foot wide
approach with 6 inch depth - Driveway width plus 6 feet times $23.25.
VERIFICATION OF FOUNDATION
� Permits for construction will be issued a minunum of 24 hours from the tune of application to allow for proper
review of the proposed structure and of the construction site.
A Certificate of Survey of the lot, showing the location of the foundation once it has it has been constructed will
be required before proceeding with the framing. New Houses Onlv
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1323 HILLCREST DRIVE NE
ST4RAGE SH ED
BUlLDING PLANS
�o,��,�s, ��N y� �<.
�� s�/�� _.
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-- --�----
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2'6"•2'6" /r��
�-CASEMENT
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STORAGE SHED
144sqft �
�
` s�o� • s�s
� � ;' DouBLE
j �' DOOR �
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6'
12'
6'
♦
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GENER/�L NOTES
BUILDING DIMENSIOPIS -12' X
12', APPROXIMATELY t 1' HIGH
STORAGE SHED TO BE
ANCH�RED BY 4'4 .68 P.T.
POST EMBEDDED IN 8'� CONC.
SLEEVE AT A DEPTH OF 42" -
ME ASTFNFD TO
OOR FRAMING - POST
LOCAT(ON TO BE AT BUILOING
CORNERS AND CENTER OF
EXTERIOR WALLS .
FLOOR FRAM!ldG-2"`8 16" O.C.
.40 P.T. LUMBER WITH 3/4"
FLOOR SHEATHING
WALL FRAMING- 2'4 24" O.C.
S.P.F. MATERIAL WITH 4"8
O.S.B. (7116") WALL
SHEATHING -
DOORNVINDOW HEADER
CO(VST. TO BE DOUBLE 2*8
OR EQUAL MATERIAL
ROOF FRAMING- 2"3 RAFTERS
24' O.C. WITH A�12 SLOPE
S.P.F. MAl'ERIAL. 15/32 O.S..B.
ROOF SHEATHIPlG.
ROOF COVERING-15# FEl.T
UNDERLAYMENT WITH 225 #
SHINGLES
• EXTERIOR FINISH- DOUBLE 4
�/ � ,�� C��/DU VINYL SIDING WITH VINYL
_ � /�j�Q �� /1� ,o� CORRIERS ALUM. FASCIA &
C� � SOFFIT.
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SuB�ECi
City of Fridley
AT TFIE TOP OF THE TWINS g � I L D I N G P E R M I T
r
� �
� ; v �__�_ COMMUNITY DEVELOPMENT OIV.
r � � PROTECTIVE INSPECTION SEC.
L__--� ��"' �'� CITY HALL FRIOLEV SS132 NUMBEII pE�
i 763-571-3450 910-F15
JOB AOORESS 1323 Hillcrest Drive NE
1 LEGAL ��T NO. BLOCK TiiACT OR AODITION
oescR. 16 4 Moore Lake Hills
2 PROPERTY OWNER MAIL ADDRESS
Ryan Bourne 1323 Hillcrest Drive NE
3 CONTRACTOp MAIL AODRESS
Same
1 ARCHITECT OR DESIGNER MAIL AOORESS
5 ENGINEER MAIL ADORESS
8 USE OF BUILDING
Residential
7 CLASS Of WORK
O NEW � ADDITION
8 DESCRIBE WORK
Construct a 16' x 16' Deck
9 CHANOE OF USE FROM
STIPULATIONS
See notations on plan.
OATE I �
9/4/03
ZIP
ZIP
ZIP
o�
/
33853
RECEIPT NO.
�a��
•vvrtovEO er
SEE ATTACHED
SHEET
PHONE
763-370-7077
PMONE LICENSE NO
PHONE IICENSE NO.
PNONE LICENSE NO
❑ ALTERATION ❑ REPAIR O MOVE O REMOVE
TO
A � .; , ,
E�efore cligging cali fo�
all utility locations
4540002
����IRED �Y LAVV�
TYPE OF CON57.
SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTI�ATING OR AIR CONDITIONING
TMIS PERMIT BECOMES NULL AND VOIO IF WORK OR CONSTRUCTION 20NING
AUTHOR12E0 IS NOT COMMENCED WITHIN 80 DAYS. OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PER100 Of 120 DAYS AT
ANY TIME AFTER WORK �S COMMENCED. NO DWLG. UNI
1 MEREBY CERTIFY TMAT 1 HAVE NEAD AND EXAMINED TNIS APPLICATION 1
ANO KNOW THE SAME TO BE TiiUE AND CORRECT. ALl PROVISIONS OF �AWS yALUATION
AND ORDINANCES GOVEFNING THIS TYPE OF WORK WILL BE COMPLIED
WITM WHETMER SPECIFIED HEREIN Oii NOT. TME GRANTING OF A PERMIT $2,993
DOES NOT PFESUME TO GIVE AUTMO:iITV TO VIOLATE OR CANCEL TME pEqMIT FEE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING GON-
STRUCTION OA THE PERFORMANCE Of CONSTRUCTION �83. LS
OCCUPANCY GROUP OCCUPANCVLOAD
SO.FT CU FT
OFFSTREET PARKING
STA��S GARAGES
SUqTAX
$1.50
SAC CHARGE
Fire SC $2.99
TOTAIFEE
$87.74 . ,
E OF C ' CTOp OA AUTMOpIjEO AGENT iD�iEi MEN PROPEpIV
O�OWN AdiO�NNEpBU40Epi iOATE� B OG �NSo
IT
NEW
ADDN
ALTER
[] CITY OF FRIDLEY Effective 1/1/2003
[] 6431 University Ave NE, Fridley, MN 55432 (763) 572-3604 Bldg I�
[] SINGLE FAMILY AND DUPLEXES R-1 AND R-2 (763) 571-1287 Fax
BUILDING PERMIT APPLICATION ' j�
Construction Address:
Legal Description: - u
Owner Name 8 Address: �� �r� � Te1. # il��i-�7f�-7C�� i
Contractor. f�e� ,� +� � MN UCENSE #
Address: Tel. #
LNING AREA:
GARAGE AREA:
DECK AREA:
OTHER:
Attach to this appiication, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
Length Width Height _ Sq. Ft. _
Length
�
Length i�
`� �� b�
Width
Widtt� 1 �
Height _
a
Hgt/Ground
(,�X �ri
Sq. Ft.
Sq. Ft.
�
�: C�C� ,
Construction Type: � �� d�r,�a .�� Estimated Cost: $ �! '����---� " � / / � ° �
Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x$ _$
DATE: �`' DZ% mi�� APPLICANT:��� r`���'n� Tel. #"7(p�,- ��0�7�� i
Call (763) 572-3604'for Permit Fees if mailing in application. Fax to 763-571-1287 if using credit card and we will
call you for card number.
CITY USE ONLY -
Permit Fee
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Curb Cut Escrow
Erosion Control
Park Fee
Sewer Main Charge
� �� ��
$
� �o�
�
$
$
$
$
$
Fee Schedule on Reverse Side
.001 of Permit Valuation (1/10th%)
$.50/$1,000 Valuation
$1275 per SAC Unit
$5.00 (State Licensed Residential Contractors)
Alt. "A" or Alt. "B" Above
$450.00 Conservation Plan Review
Fee Determined by Engineering
Agreement Necessary [ ] Not Necessary [ ]
TOTAL $ • �� STIP 11 ATIONS�
BUII.DING PERMIT FEE SCHEDULE
The ,Cluef Building Official shall, before issuing permits for the erection of any building or structure, or for any
addition 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 $500
$501 to $2,000
$2,001 to $25,0�
$25,001 to $50,000
$50,001 to $100,000
$100,�1 to $500,000
$500,001 to $1,000,000
$1,000,001 and up
FEES
$23.50
$23 .50 for first $500 plus $3 .OS for each additional $100 or
fraction thereof, to and including $2,000
$69.25 for first $2,000 plus $14.00 for each additional$1,000
or fraction thereof, to and including $25,000
$391.25 for first $25,000 plus $10.10 for each additional $1,000
or fraction thereof, to and including $50,000
$643.75 for first $50,0� plus $7.00 for each additional
$1,000 or fraction thereof, to and including $100,000
$993.75 for first $100,000 plus $5.60 for each additional
$1,000 or fraction thereof, to and including $500,000
$3,233.75 for the first $500,000 plus $4.75 for each additional
$1,Q00 or fraction thereof, to and including $1,000,0�
$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 5treets 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 construction site.
VERIFICATION OF FOUNDATION
A Certificate of Survey of the lot, showing the location of the existing foundation will be required before
proceeding with the framing. New Houses Onlv
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LEGACY REPORT
�f �
ER-6134
ICC Evaluation Service, Inc. Bis1n��Ot� O1�'� � �0 WO'�" "'� �`'' "'�'�"'�' �°'"� �' � ��> �g0�
Reglonel Offlce # 800 MontclaU Road, Suite A, BirmhBham, Alabama 35213 ¥(20� 59�98�
WW W. �CC-eS.org Reglonal OfHce # 4051 W�t FlosamoorRoad, Country Club HiILs, Idino� 60478 �(708) 79&2305
Legacy report on the 1997 Uniform BuP/d/ng CodeTM, the 2000 Internat/onal BulldPng Code� and the 2000
International Residentfal Code� (IRC)
DMSION: 06—WOOD AND PLA�STICS
Sectlon: 06500—Strucbural Plastics
MASTER MARK RHINO COMPOSITE DECIaNG
MASTER MARK PLASTIC PRODUCTS
210 AMPE DRIVE
PAYNESI/ILLE, MINNE50TA 56362
1.0 SUBJECT
Master Mark Rhino Composibe Decking.
2.0 DESCRIPTION
2.1 General:
Master Mark Rhino wood�hermopiasUc composite deck
boards are recognized for use as floodng and nonstructural
trim components for e�derior balconies, porches, decks, and
other exterior walking surFaces under the 1997 Uniform
Building CodeTM' (UBC), the 2000/ntemational8uilding Code�
(IBC), and the 2000 Intemational Residential Code� (IRC).
Master Mark Rhino deck boards are not recognized for use in
interiorframing applicatlor�s, such as truss components, or as
joists, rafters, studs, beams, columns or posts.
2.2 Master Mark Rhino Deck Boards:
Master Mark Rhino deck boards are made from a
manufactured composite material that consists of at least 50
percent wood flbers by weigM, with the remainder of the
material being a thermoplastic polymer plastic. The deck
boards are manufactured by an extrusion process in
accordance with the approved qual'ity control manual, to
produce comparable lumber-sized members. Sizes of Master
Mark Rhino deck boards are designated as nominal 6/; by-6
[actually 1.0 inch by 5.38 inches (25.4 mm by 136.7 mm)].
The average specific gravity of the deck boards is 1.08.
The average installed welght of the normal 6/, deck boards is
5.5 psf (2.5 kg).
Master Mark Rhino wood-thermoplastic composite material
has a flame-spread index of 200 or less when tested in
acxordance with UBC Standard 8-1 (ASTM E 84).
2.3 Deslgn:
2.3.1 Allowable Stresses: Table 1 lists allowable stress
values for the Master Mark Rhino deck boarcJs recognized in
thls report. These values must not be adjusted by any of the
adjustment factors permitted for wood ftaming referred to in
the applicable code, wlth the exception that increases for load
duration, Co, are permitted. The allowable stress values are
applicable for uses where the materials are exposed to an In-
service ma�dmum temperature of 125°F (51.7°Gy.
2.3.2 Allowable Spans: Table 2 lists allowable spans for
Master Mark Rhino boards used as planking (flatwise
bending). As an altemate, other allowable spans of Master
Mark Rhino deck boards can be permitted, provided the
user/designer submits structural calculations based on the
ailowable stresses In Table 1 to the buliding official for
approval of the speciflc applicatlon.
2.3.3 Fasteners: Altowable withdrawal and lateral design
values for nails, virood screws, and bolts used as fasteners for
the Master Mark Rhino deck boards must be determined
using the fastener deslgn formulae for solld-sawn lumber in
the applicable code. For purposes of calculating allowable
lateral load values for nails, v�od screws, and bo{ts, Master
Mark Rhino waod-thermoplastic material has an equivalerrt
speciflc gravity of 0.73. For purposes of calculatlng allowable
withdrawal load values for nails and wood screws, Master
Mark Rhino wood-thermoplastic matedal has an equivalent
specific gravity af 0.45. No allowable stress or duration of
load increases, indlcated in the applicable code, are
permitted when fastener capacities are designed.
Fasteners used with the Master Mark Rhino material must
comply with the followmg:
1. Nails must have a diameter less than or equal to that of a
16d common nail [0.162 inch (4 mm) dlameter].
2. Wood screws must have a diameter less than or equal to
that of a No.12 screw [0216 inch (5.5 mm) dlameter].
3. Bolts must have a dlameter less than or equal to'/z inch
(12.7 mm).
The minimum nail and screw edge and end dlstances are
both 3/, inch (19 mm). Minimum nail and screw spacing is 2
inches (51 mm). Nominal design values for driven fasteners
permitted by this evaluation report applyto nailed connections
with or without bored holes. For ddven fasteners having a
diameter equal to 0.148 inch (3.76 mm) or less, Master Mark
Plastic Products recommends pre-bored holes. For driven
fasteners having a diameter greater than 0.148 inch (3.76
mm), pre-bored holes are required. The diameter of the
bored hole must not exceed 90 percent of the fastener
diameter.
2.4 Durabl6ty:
The Master Mark Rhino material is recognized for use where
the appllcable code requires solld-saw+n lumber to be
preservatfve-treated or rraturaliy dureble lumber.
ICGES Jegacy iepor� are not to be conaMaed as representing oesthedes or any odiei atbibntes not spec�ieeAy nddressed, nor nre they ro be construed as
on endorsement oJthe subJeet ojthe report or n recommendoHon jor tu use. There is na wananty 6y ICC BvalvoNon Servlee, Inc., express or lmplled, as to
nny findtng or otber motter In thLv report, or as to nny product eovered by tbe report.
Copyrlght O 2003
A��/
Pege 1 oT 2
Page 2 of 2 ER 6134
2.5 Installatlon:
4.3
Installation must comply with the manufacturers published
Installation instructfons and ri�is evaluation report. Fasteners
used with the f�ster Mark Rhino deck boards must have an
approved corrosion-resistant coatlng.
2.6 Identificatlon:
Each plece of product must be identifled by a stamp or
nonremovable label noting the name of the praduct and the
manufacturer (Master Mark Plastic Products); the evaluation
report number (ER-6134); and the name of the inspection
agency (Irrtertek Testing Services).
3.0 EVIDENCE SUBMITTED 4.4
Reports of tests and data in acxordance with the ICC-ES
Interim Criteria for Wood Thermoplastic Composfte Lumber 4.5
Products (AC109), dated July 2001; installation instrucUons;
and a quality control manual.
4.0 FINDINGS
That the Master Mark Rhino Composlte Decldng
described In this report complles wlth the 1997 Unifoim
Buf/d/ng Code'"'� the 2000 Intemational Bu/lding Code�,
and the 2000 /ntema�onal Res/dential Code�. subJect to
the following conditlons:
4.1 Master Mark Rhlno deck boards are used for
exteriordecks or nonstructural trim components for
exterlor balconles, porches, decks� and other
exterior walking surtaces. Interior use of ifie
materlal is beyond the scope of thls report.
4.2 Deslgn and Installa�ion of Masber Mark Rhlno deck
boards are In accorrJance with this report and the
manufacturer's published installation Instructions.
YVhen calculations are requlred by the building
officlal, they must show thatstresses resulting from
applied loads are less than allowable stresses
recognized in thls evaluatlon report
The maxlmum design stresses for Master Mark
Rhino deck boards recognlzed in thls report are in
accordance wlth those listed in Table 1. The
maximum spans of decking must complywith Table
2 unless structural calculatlons for the decking are
provlded. The design values listed in Tables 1 and
2 are for loads of a normal duratlon, and are
applicable to efther dry or wet conditions of use.
Only Increases for load duration, Co. are permifted.
The deslgn values are applicable in uses at an In-
servlce maximum temperature of 125°F (51.7°C).
The allowable capacity of fasteners installed in
Master Mark Rhino �ck boards complles with
Sectlon 2.3.3 of thls report.
Master Mark Rhlno deck boards are ilmited to use in
building types where the use of combustible
material is permitted.
4.6 Master Mark Rhlno deck boards aroe gapped to
permlt adequate drainage in accordance wlth the
manufacturer's Instructions.
4.7 Master Mark Rhino deck baards are not attached to
any solid surtace or waterdght flooring system,
such as sheathing, waterproof inembranes,
concrete� roof decks� or patlos.
4.8 Master Mark Rhino �ck boards are fastened
directlyto floor jolsts having adequate strength and
stiffness in accordance with the applicable code.
4.9 The systems are produced by Master Mark �astic
Products, Inc., at the9r facillties locat�d In
Paynesville, Minnesota; under a quality coritrol
program with inspectlons by Intertek Te�ing
se��e$ �aa-sa�-a�.
This report is sub)ect to re-examination In one year.
TABLE 1�4LLOWABLE DESIGN STRESS VALUES FOR MASTER MARK RHINO DECK BOARDS
TABLE 2— MASTER MARK RHINO DECKING SPAN CHART�'
'Tabulated span values are for members used as planldng (Flatwise ber�ing). The values are permKted to be used in li� of appticatbn-
speciflc calculatlons. Other applic�tions or loading conditlans require submittal of desfgn calculations, showing compliance with this
evaluatlon report, to the building offlcial for approval.
'Membe�s must be suppated by a miNmum of three joists and must be faste�ned at each joist.
'Tabulated spans are based on a deflecdon limft of U360.
'Allowable spans are besed on use et a maximum ambient In-service temperature of 125°F (51.7°C).
• Instalis with standard wood
working tools and fasteners.
• Meets or exceeds building
standards.
• No painting or staining.
' Splinter free.
• Questions? Call us firstL
Whai is Rhino Qeck
Rhino Deck composite decking system Inciudes plenks, fada boards, posts,
balusters end hand ratls. Rhirro Deck is a mbctu�e of recycled wood and
plasUc. The wood is recovered from tumiture arrcl cabinet meking operaUona,
wh8e the plesttc is irom recycled post consumer botttes. These ingredierhs
are blended with colorant and W stab4lzers to make Rhirro Deck, the tough-
est ar�d bngest lastlng deck materials for your building projects. No more
pain8ng end ataining.
Weathering
Rhino Dedc will exhibtt some fading. Allow &10 weeks depending on sun
exposure. Deck ereas that are in the shade end have I�s sun e�sure, wip
sFrow less weatharing.
CteaNng
Keep in mind that Rhino Deck cor►�tns about fifly percent wcad. Therefore,
qke tradltlonal wood decks, Rhino Deck can absorb ar�d be sfalned by food,
grease, n�sty metat, end by obJeC� that bap water. Uae the same
precauHons you would on e wood deck far minimiz� steining. OeneraUy,
most dirt and gdme can simpty be spreyed aif wlth a higMpressure water
hose. For mold or atai�s, use a deck cleaner that conialns oualic ecid, such
as Flood's Dekswood . When ahoveling anow oB, use e ptas8c shovel to
avoid gouging the flnlsh. Ice arid snow wiU mett off oi Rhtno Deck H celolum
chlaride or rock salt Is applied. Wnse fhe calcium chtoride or rock salt to
avoid su�face residue bulld-up. �
Painting or Staining
It is not recommended that you paint or staln Rhino Deck materiels.
Planning and Qealgning
Rhino Deck and standard lumber is sotd In 2 foot end 4 toot incremenm.
Keep this In mind when planning yaur deck size; someUmes you can meke
a larger deck for the same price as a smaller one with tess wested lumber.
Correult your locel building codes. Use sfanderd safety pracedures end
protecdon.
Obta(n Butlding Permits
Legal wns(deratlons tlke zoMng ordlnertces, neighborhood covenanb, local
building codes and udlity companiea ahould be remembered when doing any
bu(Iding proJecta. These crodes ere mede for your protecdon.
Storage 2nd H2ttdUrtg
Rhino Deck Is more flexible than wood. To avoid warying, store Rhino Deck
materials flat; or provide aupport at least every 2 feet Rhino Deck boards are
approximetely 2.5 Ibs. per foot, so do no! ettempt to Iift as much Rhhro Decic
es wood. Handie materials wNh care arM awtd 6ending or dropping.
�
Rhi� Deck is I�talied on top of your substruntwe. (see Ag.1 }
CF�k w(th your local building codes for taotlng spedficatlor�. Rhlno Decic
boards are non-toati bearing. Recommended Joist spacing for residentlel ls
18° on center and 12° on center for commercial, the same as recommer�ied
tor vvaod conahuction. I( runntng your deck et a 46p angle to the joist, Joist
spadng needs to be reduced to 12° on center.
ToutslFastenim� (ses tfg.la}
Siendard wood working toola can be used for Rhino Deck wnshuctlon. Cazbfde
Gpped eaw btadea ere ►ecommended. Rhlno Deck material cu�, drpls and plairea
ipce wood. Rhlno Deck lasta end so should your fasterrers. Therefore, we oHer
sfsinlese steel °L° brackete eb you krrow you ere geding the perted fil for your rrew
deck We also recormnend high quaUty deck screwe. ORK T�im F�ead Screws gtve
your deck e Gean flnished appearence. Use at least e ri8 or �9, 2/4' or longer trim
head saew for deck �arda. Rertave any ahavinga betore slnking the acrew. Meke
gure lo pre-d�ll only the deck board and not the sUinger or Jo�L Ii you prefer lo hlds
your testerrers lhffie are aever�hidden festenUig systems an the rt�rket; for exam-
pls, Deck Master by Grabber .
IrtstallaGon Vldeo
Rhlrro Oeck also has an Installatlon Video availeble. Thla handy tool providesbasic
informatlon abouc Rhino Deck and elso goes over the insfallatlon process ate�by-
step. Ask (or II wherever you buy Rhirto Deck
S�
THE ORIGINAL ts;;'�'��f��� � ����,,
p � �•q'�� � � � �`,
�
compost6e deekfn�r and ratltng syatam
oAP
6/ts' ciAP I "
BIB'
g.2a �:
Gapping (sse fi� 2)
Allow at least a H8" minimum gap between sldes oi baards allowing for
thertnal e,jcpar�lon end wetar drelnage. (3ap end Jolms aFrouid be apacsd
ailowing /18' tor every 20pF diHere�� between I�tallatlon tem�reture
and the hottat aversge temp�reture of you� geogrephtcet area. However,
�egardleas oitempereture, a H8' minimum gap should elweys be prea-
ent for expanston and dreir�ge. Rhino Deck boeMs shouid be at least
45pF et the dme of InsfellaUon. To prevent board ertde from eplittlrtg, ft is
bnpoReM to pred�ll so that you get a c�mplete clearer�ce hole. Holes need
to be p�drpled et an engle, which ellow Por tlie heads of the screws to be
at Isast /8" away from the end of the boerd {fig. 2a).
r 0 3f8' MINIMWd
� �T CARRIAOE BOLT
� �
� �.
STAOOERED HQLES ` '�
1/32'LAR6ERTHIW � :-�C,��;
cnaau�oe eo�r fig. 3a � •>,�
�
Rhirro DBCk Posis {see fig. 3}
Atfach post to Ir�side or outside of dm Jolst Do not U�II Rhhw Oeck posts
to Rhlno Qedc boarsis. Drill holes 1/3Y diameter, larger than the cartiage
bofl (mJNmum 3/8' diameter certiege boft). DriA Fwtes slaggered 11/2' from
top �� of rhn Jo�is. Secure RFdrro Deck post vvltl� cerriage boi� to
rim jobt, dieck plumb (leveq. Natching ths posffi does rwt m¢et buddirtg
cod� er� vo�s all w�nanUes.
fig. 4
ua•wuT.,,�
N8 OR {8
DEqtSC
1!4'tA0 BOLT
� ` � a
` 1 �
■ 1
1' BRACI�T
�� �
� BCREY�
21l4'LONt3
�
Rhino Oeck Balusters and Ral6� (soe tig. A)
Predrllling ia required on ell Rhino Deck hendrefl oomponerde.
Recommended tactory spadng tor U�Iladon of pos� Is 4¢ on c�nter with
e support block every 2� on �Mer tng. 4a1. For easy Inslallation era
aawrecy, assemble the ratprtg arM batustera before h�atelqng between the
p�ls, Creatlr�g erM using a template for baluster apadng wiU meke
epecing more consistent and essembly more efticient. Take the assem-
bled raUl� plece am1 ptece k into the opening, place hvo 4' x 4' apacers
on thelr edge (te. 3.5' high). Thls wJll 9fve ths pmper toe apadng from the
deck sur(aco. Make sure �e raiAng Is aquare and plumb. Hotd the `L"
brecket in place and merk holes. Ij�emove ths raUing and driU ppot holea
for the'L" l�racket into post wfth a/18' driU bk. Lep screw °L' brecket to
poat, (two, /4' la�'screw x 2�. Ptace the railir�g back into the opening and
atfach the raiting to the "L' breckets with the /4" x 1' carriage bolffi.
importent Notes
Mount belusters on 43/4° center I�vfng a 38/18° operdng irom bal�az to
beluster, (fi�. 4aj. 3pacing of Rhino Deck baiusters ahould comply with
your local buAding c�dea. Stenderd code stetes that a 4" aphere should
not pass through any baluster opening.
Rhino Deck P�t Cap (see fig, a)
Ir�afsU the post cep after the iailir�g ayetem is secure. ApPly caulking or
siBcorre adheaive on the top perimeter oi the post Place cap 8rtnly onto
tl�e top of post Apow caulking to aet for 24 hours. For permaner�t mourd,
pre-drill orre hole on any side and drive a#i8 or q8 deck screw Into tl�e poet
Rhino Deck rall syatem meets or exceeds the
foAowi� IBC'standards: 1807.7.1, 1807.7.1.1, 1807.7.1.2.
`IBC (Intemadonel Buildtng Code) La a building code
s�ndard published by BOCA, ICBO, arM SBCCI.
Stair,� (ses fig. 5)
Check your local bullding cades. Stalr Ir�UaUon Is closely regulated.
Rh(no Deck. boards should be mour►ted on jolst supports 12° on csnter.
Master Medc Piastic:s One Master Mark Dfire • Albany • MN • 56307-0682 • To0 Free:1-800-535-4838 • Fax: 320-845-7093
Builders, �ntractors and refailer�, calt us for a tour of our Atbany and Paynesville, Minnesota plants.
coprriam �zooa �er mar�c r�. abno oeotc m e reamreree uaam�mnc a e�u eaenc �assma. a�a m usa nw�o»�
R. r I
City of Fridley Building Inspeetions Dept. Ph: 763-572-3604 FAX: 763-5i-1-1287
6431 Universiry Ave NE '`_��.. '
Fridley MN 55432
��
11Aechanical Permit# a�o v 1��7
Residential �►pplication
is:
Property O
Address:L
City:�
Phone:
Contractor
Company I
Contact Pe
City of Fridley
See Back Side For Required I
Site Address: .3v� J
: onel Owner �.ontracb r
�Y:
C'
Phone:' %�y.s/��
Email:
Type of Work (circle one):
Detailed Description of work:
Equipment Installed: MFG: L�
MFG:
MFG:
P�se check all that appiy:
A/C $25.00
Airto Air exchanger $15.00
Boiler $35.00
_Chimney Liner $10.00
Duct Work $10.00
Zip:
Fax:
Cell:
MN Bond# �
New
tior�
.�
Modeit ���%� ' Size/BTU:
Model: Size/BTU:
Fireplace (gas) $15.00 New Gas Grill $10.00
Fireplace (wood) $35.00 _Gas Unit HTR $10.00
i�Fumace $35.00 Pool Heater $35.00
Gas Dryer $10.00 _Ventilator $15.00
_Gas Piping $10.00
Gas RanaelOven $10.00
Permit Fee $ ��' � Minimum fee $15 or 5% of cast of improvement
Surcharge � 0.50 whichever is greater + surcharge
Total Due $ �� �� Make check pa able to City of Fridley
�� This is an a plication for a permit- not valid until processed
��, ���`"I her y app mechanical permit and I acknowladge that the information above is complete and
urate; that the work wifl be in conformance wifh the ot�dinances and codes of the Clty of Fridley and
with the Minnesota Construction Codes; that I understand thls is not a permit but only an application
�� for a permit and work is not to start without a permi� that the work will be in aceordanee with the
approved plan in case of all work whlch requires review and approval of plans.
Signature of
Approval Inspector Signature:,
�� ���� �N
/
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Date: /� G
�ate: l �
Please Note: Separate permits are required for Building, Plumbing, and Electrical work
Revised 6/14/2005
,
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� � REQUIRED INFORMATION NEEDED TO PROCESS PERMIT
RESIDENTIAL PERMIT APPLlCATION HVAC
❑ NEW HOMESIADDITIONS �] EXISTING HOME ❑ MAKE-UP AIR
REQUIRED FOR NEW/EXISTING HOMES
1. Combvstion Air (See note below)
� Oil or solid fuel IMC Chapter 7 with MI�T Amendments
b. Natiu�a]. Gas or PropaneJIFGC Chapter 3 with MN Amen.dments
2. Make-up Air (See note below)
a. IMC Chapter 5 with MN Amendments
3. Ven.ting
� Gas appli.ances IFGC Chapter 5 with MN Amendments
b. Fuel other than gas 1MC Chapter 8 with MN Am.endments
REQUIRED FOR NEW HOMES
4. Heat loss & coolin.g load per room
� Required on new construction TMC i 346.0312
5. Ventilation
a. Per MN Energy Code 7670 or 7672
6. Duct Design Per IMC 1346.0603.2
a, ACCA Manual D
NOTE: Centerpoint Energy Mechanica.l Code Guidelines software may be used for
combustion and make up a.ir calculations
ColdCli ateTM
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The Leader in ColdClimate'� Geothermal Technology.
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ALL IT TAKES IS A LITTLE ELECTRICITY
TO MOVE IT. NOT MAKE IT.
E•CON•AR°( E•ko n•ar) de�ived
, ff-om earths concentYated solar, is the leader
in ColdClimate Geothermal technology.
You probably don't lrnow it, but all the
energy you'll ever need to heat and cool is lit-
erally in your own backyazd; and since it's
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What's more, all you need to get at
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gy is a Co1dClimateT"' GeoSource� heat
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So stop paying more for propane,
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IT'S NOT THE
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ONLY THE BEST.
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THE DESI6N ADVANTA6ES
THAT MAKE THE 6EOSOURC
A MODEL OF EFFICIENCY.
ECONAR is the only geothermal heat
pump manufacturer using high-density
air coil technology and electronic
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� GeoSource to be sized to the hea.ting
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ceosource warmer than competitive
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The eaith
loop is made of
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tubing and __
fittings. This _ �
hign-density �a :
tubing is . � � I _
exCremely effi- � !
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provide many
years of depend- �
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The GeoSource ° _—
1s 1lnked to the A GeaSource heat pump is easy to i
OaTt�l IOOP Witll ltsPumpPAKT" incorporates all pum
ECONAR's ualues into one unit.
exclusive
PumpPAK�, which is one handy unit
In addition, every heat pump
ECONAR manufacturers is easy
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ECONAR designed all units to
have easy access to all the com-
ponents. All components can be
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In our state-of-the-drt
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You get more for your dollar
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The GeoSource extracts its heat
from below the earths surface where the temperature
remains constant year-round. Even cold air has heat
in it, but it is far less efficient to extrac�
With the GeoSource,
_ _ � � , a vertical or horizont�l.�
closed loop of pipe buried
- �' ace ws
Y_ � heat energy out of the
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reaches the water
fort is easily maintained with heat exchanger,lt 1s
ermosrar. absorbed by an ecologi-
cally sound refrigerant,
which is compressed and rises in temperahare to
about 160°F. The heat is then absorbed by the air
hea.t exchanger, from where a blower circulates it to
each room. There is even enough energy left over to
heat much of your hot water.
As for cooling, it is far better than a conven-
tional central air conditioner.
By simply reversing the
process, heat is removed and
you aze left with a cool,
dehumidified interior.
While energy
efficient furnaces can be
up to 98% efficient, the
GeoSource can reach effi-
ciencies of 300°10 to 400%.
nstall.
ps and
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The Ecortar GeoSource system in this home is so eff'z-
cient, it extracts all the energy needed to heat and air
condition. The only cost is for the electricity to move
it, not make it.
The80,000-square-footschool in Onamia, MN,
utilizes an Econar system with pip es sunk uertically.
It has the capacity to extract 1.75 million BTU in the
heating mode and has 230 tons of cooling capacity.
Annual energy sauings are hemendous.
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Your new church can enjoy year-round comfort with
the GeoSource Heat Pump, which will pdy for itself
through savings in heating' dnd cooling costs.
ECONAR'S
6EOSOURCE HEAT PUMP
IXC�3 INDUSTRY
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ColdClimate Technology
was developed by
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mp that is not only better than a
nventional system, but also
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ECONAR manufacturers
the only geothermal heat pump
built to withstand the harshest
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designed to heat and cool up to
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The Geosource is designed
to extract the earths energy at 25°F
loop temperatures, the standard
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pump can only extract the earths
energy at 32°F. This makes us the
leader in ColdClimate Technology.
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far detaiLs.
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19230 Evans Street (Hwy 169)
Elk River, MN 55330
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1-800-4-ECONAR
www.econar.com
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� IMernatlonal
GEOEXCHANGE ��dSource
���� Heat Pump Assoclation
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90-0100 Rev 3/99 Printed in the U. S.A. Conract Dealer for Further Information �OECONAR Energy Systems Corp.
System Applications
Fan wIl ihamos�
� Pa� �PP1Y
Notz A4uays �se uoppQ pipe v
��� P���B hYdromc syat�s
Note: Canceptud dmwing only. Chwk loml
.:od�s uvd�eProperPlwibinBPTOCedv�as•
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.rim���a:�y
Redi�tIIo� �rme
ECONAR Hydronic Heat Pump - Radiant Floor Heating and Fan Coil Cooling.
Radiant floor ihemiostaW md powtr supply
to open zane valves end ectivatc pump
Gnrege
ihetmostet w
oprn zone velve -
only. Thiasends
flow lo thc
garage Aoor only
whrn Ure otha
zoncs azt
celling, whinh
buffeis ihe heat
pwnp again4t
bulats of cold
watar.
Note: Canceptuel drewing only. Check locel
oodes nnd use proper plumbing proceduree.
':ONAR Hydronic Heat Pump — Multi Zone System.
Note: Alweys uve coppa pipe
when pinmbing hydrrnuo eyatems
Garegefloorzm�e
� "The Leader in Co1dClimateT"' Geothermal Technology"
�
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Cirauletirmg�p (23U
Volts wired to P�P
�emmnl blook)
���
The Leader i�a ColdClimateT"�
Geothermal Tech�aology
��•ww.ecunar.com
1-800-4-ECONAR
2004 OO ECONAR Energy Systems, Corp.
GeoSource��oO�TM
Hydronac
Heat Pumps
CONAR Energy Systems, Corporarion is the only North American
manufacturer of Co1dClimateT"' GeoSource° heat pumps. Cold climates
demand comfortable, eff'icient heating while not compromising cooling or
humidity control. ECONAR ColdClimate GeoSource heat pumps deliver.
� . _
Hydronic heating systems have become much more popular in recent years by providing extremely comfortable, concentrated warmth
where you want it, without the air movement or noise of a convenrional system. When radiant heating comfort is coupled to
ECONAR's hydronic heat pump's efficiency, where C.O.P.'s over 5.0 or 6.0 can be achieved you have the ideal heating system
ECONAR's hydronic heat pump transfers energy from and to the earth-coupled heat source to hydronic heating and cooling heat
exchangers with energy efficiencies unachievable by any other means. Our water-to-water heat pumps supply heated or chilled water
for use in a wide range of heating and cooling applicarions. A water/anrifreeze solution circulates through the hydronic heat pump,
supplying energy to any nuxnber or types of external heat exchangers.
Hydronic Side Applications.
Radiant floor heating. The most popular form of hydronic heat is radiant floor heating. This heating method maintains the heat
comfortably near the floor eliminating drafts. Very high efficiencies are achieved by consistently supplying a large floor mass with
low temperature heat. Applications range from heating a comfortable cozy family room, heating the whole house, heating your garage
or shop, heating a church all the way to heating your large office or commercial warehouse.
Fan Coils. Fan coils coupled to the GeoSource heat pump provide condirioned air to one or more comfort zones. Sizing is based on air
temperature and flow rate. These systems can be extremely economic and versatile means of zoned temperattue and humidity control
for applications such as large homes, off'ice spaces, schools community buildings, libraries, churches and hotels.
Other Applications. Many other hydronic applications such as swimming pools, hot tubs, tank heating, base board/finned tube, and
radiators are easily sized based on temperature, flow rate, heat dissipation, and add to the numerous possible uses of ECONAR
hydronic heat pumps.
Performance Data
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Bu.i�di.r�gr �'
Inspections
763-572-3604
DATE � � � 1 Z���
S1TE ADDRESS i i�—
THIS APPLICANI' IS:
PROPER�'Y OWNER/
TENANT
CONTRACTOR
SUBMIT A COPY OF
YOUR STATE LICENSE
WITH APPLICATION
PROPERTY TYPE
PERMIT TYPE
BUILDING
RESIDENTIAL APPLICATION
CITY OF FRIDLEY
❑CONTRACTOR
, i�� � -. � a1�
Pernut No.:
Received By:
Date Rec'd:
�vrn n .���s � rl�. ��A,ra °'�' m �pv�
ADDRESS: I��� 1-��\�� s��v� �� CITY
PHONE: �/ (p���,�%� °i0� %
.TE�(i��Z
STATE LICENSE # EXP DATE
ADDRESS: CTfY STATE ZIP,
PHQNE FAX
'6�SWGLE FAIvIII.Y/NEW CONSTRUCTION SIZE
❑ ADDITION �frARAGFJSI�D � WII�tDOWS
❑ BASEMENT FINISH � ROOF ❑ DRAIN TILE
❑ DECK O SIDING ❑ OTf�R
❑ SWA�IlvIDJG POOL
TYPE OF WORK: I �
DESCRIBE FJORK BEING
SIZE OF IMPROVEMENT
NUMBER OF SQUARES _�
GARAGES � o
PROPOSED SIZE: xi x I 9
PROPOSED I�IGHT: 10e
�. Vinyl
❑ Aluminum
❑ Other
5�'INDOWS
1N EXISTII�IG OPENINGS DYes ONo
OR FOR NEW OPENINGS-DESCRIBE SIZE OF
OPENING CHANGES &
TYPE OF WINDOW TO BE INSTALLED '
�
❑ HOUSE & GARAGE
'�ATfACI�D GARAGE
❑ DETACHED GARAGE
❑Soffit
❑ Trim
❑ Fascia
LOCATION OF WINDOWS
NUMBER OF
i
HEIGHT
BASEMENT REMODELING SUBMTf:
1. Fxisting Fl�r Plan
2. Proposed floor plan
3. List of siructival members to be nsed
Ft.
FOR NEW CONSTRUCTION INCLUDWG DECKS,
ADDITIONS. & PORCHES SUBMIT:
1. Site Plan/Survey showing the existing struchues
and proposed project
2. Two sets of construction plans
3. Energy Calculations
ALL FEES ARE BA5ED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS:
(ITSING 1997 U.B.0 FEE SCHEDULE)
TOTAL JOB VALUATION $__ __� ��I •� OCCUPANCY TYPE
Permit Fee
Plan Review
Surchazge
Fire Surcharge
License Surchazge
SAC Charge
Curb Cut Escrow
Erosion Control
Park Fee
Sewer Main Charge
Total Due
$
$ i �° �—
$ a
$ i �3 . (��
$
$
$
$
$
$ _
See Back P,age for Fee Schedule
65% of Building Permit Fee
(.0005) times the total job valuation — Minimum $.50
.001 x Permit Valuation (1/10%)
$5.00 (State Licensed Residential Contractors)
$1450 per SAC Unit (Plans to MWCC for determination)
ft+6ft= ftx$20=$
$450 Conservarion Plan Review
Fee Determined by Engineering
Agreement necessary ( ) Non Necessary ( )
Make checks pavable to: City of Fridlev Attach
THIS IS AN APPLICATION FOR A PERMTf-NOT VALID UNTIL PROCESSED
I hereby apply for a building permit and I aclrnowledge that the information above is complete and accurate; that the work will be in
conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a
permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the approved
plan in the case of all wor c ' s review and approval of plans.
SIGNATURE OF APPLIC � PRINT NAME��/ ✓c LJt'S�.9 �`n�,_ DATE � 1� I[��
!
Page 2- Building Residential Application
BUII.,DING PERMIT FEE SCHEDULE
The Chief Building Official sha11, before issuing permits for the erection of any building or
structure, or for any addition to any exi.sting building or structure, or for auy 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 mann.er herein
provided to-wit:
TOTAL VALUE FEES
$1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge)
$501 to $2,000 $23,50 for 1�` $500 plus $3.05 for each additional $100 or fraction, to and
includin $2,000
$2,001 to $25,000 $69.25 for 1�` $2,000 plus $14 for each additional $1,000 or fraction, to and
includin $$25,000
$25,001 to $50,000 $391.25 for 1�` $25,000 plus $10.10 for each additional $1,000 or fracrion,
to and including $50,000
$50,001 to $100,000 $643.75 for 1�` $50,000 plus $7 for ea.ch additional $1,000 or fi-action to and
including $100,000
$100,001 to $500,000 $993.75 for 1�` $100,000 plus $5.60 for each additional$1,000 or fraction to
and includin $500,000
$500,001 to $1,000,000 $3,233.75 for the 1�` $500,000 plus $4.75 for each additional $1,000 or
fraction to and including $1,000,000
$1,000,001 and up $5,608,75 for the 1�` $1,000,000 plus $3.15 for each additional$1,000 or
fraction
VERIFICATION OF FOUNDATION
Permits for construction will be issued a minimum of 24 hours from the time of application to
allow for proper review of proposed structure and of the construction site.
A Certificate of Survey of the lot, showing the location of the existing foundation will be
required. before proceeding with the framing. New Houses Onlv
City of Fridley
Building Inspections Department
6431 University Avenue NE
Fridley, MN 55432
763-572-3604
Fax: 763-502-4977
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Building
Inspections •
763-572=3604
BUILDING
RESIDENTIAL APPLICATION
CITY OF FRIDLEY
DATE �� Z� I P.00lO YOUR E-MAIL ADDRESS
SITEADDRESS ��Z3 �a��.G./`Eb� �1� ti
THIS APPLICANT IS: �.QWNER ❑CONTRACTOR
PROPERTY OWNER/
TENANT
CONTRACTOR
SUBMIT A COPY OF
YOUR STATE LICENSE
WITH APPLICATION
ii�D�'.S.S: �.7 �s� '4F� W�W`4.�R e:+�� ��� n II`as @t �.I�
PHONE: Z(d3 �3 7� — �'Z��P
STATE LICENSE
EXP DATE
Permit No.:
Received By:
Date Rec'd:
ADDRESS: CITY STATE ZIP,
PHONE
PROPERTY TYPE SINGLE FAMILYlNE
O O FAMII.Y/NEW
PERMIT TYPE ADDITION
❑ ASEMENT FIIVISH
❑ DECK
TYPE OF WORK: � ��'
❑ ��Arrc�
DESCRIBE WORK BEING DONE: a, '
SIZE OF IMPROVEMENT ,
NLJMBER OF SQUARES _
GARAGES
PROPOSED SIZE:
PROPOSED HEIGHT:
SIDING
Vinyl
❑ Alurrrinum
❑ Other
❑ ROOF
❑ SIDING
o xousE orn.Y
❑ HOUSE & GARAGE
❑ ATTACHED GARAGE
❑ DETACHED GARAGE
❑Soffit
❑ Trim
❑ Fascia
❑ WINDOWS
❑ DRAIIV TILE
❑ 01'HER
HEIGHT
Ft
�ASEMENT REMODELING SUBMIT:
1. Existmg Floor Plan
2. Proposed floor plan
3. List of structunl members to be used
FOR NEW CONSTRUCTIOAi INCLUDING DECKS,
ADDITIONS. & PORCHES SUBMTf:
1. Site Plan/Survey showing the existing struchues
and proposed proj�t
2. Two sets of construction plans
WINDOR'S 3. Enagy Calculadons
IN EXISTII�TG OPENINGS �Yes ONo LACATION OF VTINDOWS
OR FOR NEW OPENINGS-DESCRIBE STZE OF
OPENING CHANGES &
TYPE OF WINDOW TO BE INSTALLED ATUMBER OF WIIQDOWS
ALL FEE5 ARE BASED ON VALUATION, INCLUDING TH� COST OF LABOR AND MATERIALS:
(LTSING THE 1997 U.B.0 FEE SCHEDULE)
TOTAL JOB VALUATION $�-f �' �� C� � OCCUPANCY�� TYPE
Permit Fee
Plan Review
Fire Surcharge
Surcharge
License Surcharge
SAC Charge
Curb G�t Escrow
Erosion Control
Park Fee
Sewer Main Charge
Total Due
$ �CO•�`1
$
$
$
$
$
$ _
See Back Page for Fee Schedule
65% of Building Permit Fee
.001 times the total job valuation
.0005 x Permit Valuation Minimum $.50
$5.00 (State Licensed Residential Contractors)
$1550 per SAC Unit (Plans to MWCC for determination)
ft+6ft= ftx$20=$
$450 Conservation Plan Review
Fee Determined by Engineering
Agreement necessary ( ) Non Necessary ( )
Make checks payable to: City of Fridley Attach
T'HIS IS AN APPLICATION FOR A PERMTT-NOT VALID UNTIL PROCESSED
I hereby apply for a building pem�it and I aclmowledge that the information above is complete and accurate; that the work will be in
conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is not a
permit but only an application for a permit and work is not to start without a pemut; that the work will be in accordance with the approved
plan in the case of all work w' ' es review and approval of plans.
SIGNATURE OF APPLICANT
� PRINT NAME�� �..�r�a rw '� DATE �� /� ZfaO fn
Page 2- Building Residential Application
BUILDING PERNIIT FEE SCHEDULE
The Chief Building Official shall, before issuing permits for the erection of any building or
structure, or for any addition 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 herei.n below set forth and in the manner herein
provided to-wit:
TOTAL VALUE FEES
$1 to $500 $23.50 (Minimum Fee is $23.50 plus surcharge)
$501 to $2,000 $23,50 for 1ffi $500 plus $3.05 for each additional $100 or fraction, to and
includin $2,000
$2,001 to $25,000 $69.25 for 1�` $2,000 plus $14 for each additional $1,000 or fraction, to and
includin $$25,000
$25,001 to $50,000 $391.25 for 1�` $25,000 plus $10.10 for each additional $1,000 or fraction,
to and includin $50,000
$50,001 to $100,000 $643.75 for 1�` $50,000 plus $7 for each additional $1,000 or fraction to and
includin $100,000
$100,001 to $500,000 $993.75 for 1�` $100,000 plus $5.60 for ea.ch additional $1,000 or fraction to
and includin $500,000
$500,001 to $1,000,000 $3,233.75 for the 1�` $500,000 plus $4.75 for each additional $1,000 or
fraction to and includin $1,000,000
$1,000,001 and up $5,608.75 for the 1�` $1,000,000 plus $3.15 for each additional $1,000 or
fraction
VERIFICATION OF FOUNDATION
Permits for construction will be issued a m�n�mum of 24 hours from the time of application to
allow for proper review of proposed structure and of the construction site.
A Certificate of Survey of the lot, showing the location of the existing foundation will be
required before proceeding with the framing. New Houses Onlv
City of Fridley
Building Inspections Department
6431 University Avenue NE
Fridley, MN 55432
763-572-3604
Faac: 763-502-4977
REScheck Software Version 3.7.3
Compliance Certificate
Project Title: Home Addition
Report Date: 05/25/06
Data filename: F:�PersonaNiomeWlNResCheck.rck
Energy Code: 2000 Minnesota Energy Code
Location: Anoka County, Minnesota
Construction Type: Single Family
Glazing Area Percentage: 12%
Construction Site:
1323 Hillcrest Drive fVE
Fridley, MN 55432
Owner/Agent:
Ryan Boume
1323 Hillcrest Drive NE
Fridley, MN 55432
763-370-7077
DesignedContractor:
Permit #
Permit Date
' Compliance: Passes --- < <_--�-.� Maximum UA: 85 ��.-�- Your I-lome UA: 79 --> 7.1% Better Than Code (UA)
Ceiling 1: Flat Ceiling or Scissor Truss:
Wall 1- North Wall: Wood Frame, 16" o.c.:
Wall 1 South Wall: Wood Frame, 16" o.c.:
�ndow 3: Above-Grade:�nyl Frame:Double Pane with Low-E:
Window 4: Above-Grade:Vinyl Frame:Double Pane with Low-E:
Wall 1- West Wall: Wood Frame, 16° o.c.:
�ndow 1: Above-Grade:Wood Frame:Double Pane with Low-E:
�ndow 2: Above-Grade:Wood Frame:Double Pane with Low-E:
Floor 1: All-Wood JoisUTruss:Over Outside Air:
520 38.0 0.0
160 19.0 0.0
160 19.0 0.0
20 0.330
20 0.330
208 19.0 0.0
11 0.340
11 0.340
520 38.0 0.0
16
7
11
14
Compliance Statement.• The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy
Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection
Ch�ul t.
/ / /
` �` lL ��G1 ro
Builder/Designer Company Name Date
Home Addition Page 1 of 7
,
�� x 3f�
, �
o � , n,
BoCA International Evaluafion Senrices A' -�
� 1��
evaluafOon scop�
Compliance with the following code:
BOC.fi National Building Code/1999
■ Section 1710.1 General
■ Section 2203.1 General
Compliance with the following
referenced standards:
■ AISC ASD-89, Specffications for
Structural Steel Buildings-
Allowohle StressDesign, Plasfic
Design; I
■ AISC LRFD-93 with Supplement No. 1
{1998), Load and Resistance Factor
Design Spec�cation for Stntctural
SteeT Buitdings
descriptian
Tapco M& H Series Monoposts and Stan-
chions are metal-fabricated colwnns for use as
structural members to transfer axial compressive
loads from steel or wood beams to concrete
footings. Tapco Stanchions are fixed-langth
columns manufactured of the same material, and
are available in the same Series with the same
diasneters, es the Tapco Monoposts.
Tapco M& H Series Monoposts are adjustable
coltuncis constructed of 11-gage G1010 HR
carbon steel tubin� 0_12-inch thick (3.0 mm),
manufactured in accordance with ASTM A 513,
with a minimum yield point of 32 ksi (220 Mpa)
and a minim� ultimate strangth of
(ConUnued on Page 2)
candltion� ot us�
This report is limited to the applications and
products as stated in this report. BOCA-ES
intends that the report be used by the code
official to deterntine that the report subject
complies with the code requirements and refer-
enced standards specifically addressed in this
report, provided that this product is installed in
accordanca with the follou*ing conditions:
■ Monoposts and Stanchions shall be fabri-
cated and installed in accordance with this
report.
■ Loading on Monoposts and Stanchions sha11
be limited to concentric axial compressive
loading. Othar loading conditions, such as
but not limitad to, eccantric and tansile axial
loads, are beyond the scope of this report.
■ Axial design compressive loads indicated in
Table 1 of this report shal l not be exceeded.
■ Monoposts and Stanchions shall be installad
vertically with the bottom supported by a
footing capable of safely supporting the
imposed loads. After tha column is adjusted
to the desired length, one screw tbread shall
be damaged to one half its depth for a length
of 1 U2 inches with a cold chisel or screw-
driver to prevent vertical movement of the
column after the final adjustment.
■ Ma�cimum adjustment of the Monoposts
shall be 3 inches. Monoposta sball be lun-
ited to the maximum lengths given in Table
1 of this report.
application far p�rmit
To aid in the detemunation of compliance with this research report, the following represents the
minimum level of information to accompany the application for permit:
■ The language "5ee BOCA Evaluation Services, Inc. Research Report No. 98-60."
■ Product manufacturer's name.
■ Column model no., height, diameter and gage (sidewall thiclrness).
■ Design calculations and details for the building system shall be fumished to the code official
verifying compliance with this report. The individual preparing such documents sha11 be
competent and qualified in the application of the structural design principles involved, and
sha11 possess the registration or license in accordance with the professional registration laws
of the state in which the project is constructed The calculations and details sha11 include, at
a minunum, the following:
• Maximum design load to be supported by the column as determined by calculations.
• Allowable design load of the column in accordance with Table 1 of this reporL
�
Research Report
���60
DIVISION 05 - METALS
Section 05500
Metal Fabrications
NIANUFACTURER:
The Akron Products Company
P.O. Box 1�
21 Mili Sfreet
Seville, Oh 44273
EVALUATION SUBJECT:
Tapco M 8� H Series
Monoposts Tapco
St�anchions
PRINTED JUNE, 1999
Page 1 of 6
Copyrighi0 9999,
, BOCA Evaluation Services, lnc.
A Participating Member
of fhe NES, lnc.
�
�
Page 2 of 6 Research Report No. 98-60
d�esCriptian (Contlnued fiom Page 9)
45 ksi (306 Mpa), or Schedule 40 carbon steel pipe; 0.226-inch
thick (5.7 mm), manufactured 'm accordance with ASTM A 501,
with a minimum yield point of 36 ksi (250 Mpa) and a maxim�
ultimate strength of 58 ksi (400 Mpa). Eleven-gage, 0.12-inch thick
(3.0 mm) Monoposts are available in three Series (200, 300 &
400). Schedule 40 0226-inch thick (5.7 mm) Monoposts are
available in one Series (Schedule 40-300). The 200 Series uses 3-
inch (77 mm) outside diameter (O. D.) steel tubing. The 300 Series
and Schedule 40-300 Serias use 31/2-inch (89 mm) O.D. stael
tubing or steel pipe. The 400 Series uses 4-inch (102 mm) O.D.
steel tubing. The 200 and 300 Series have lengths ranging from 6
feet to 10 feet 3 inches (1.8 m to 3.1 m). The 400 Serias has
lengths ranging from 6 feet to 12 feet (1.8 m to 3.8 m). Tapco M&
H Series Monoposts adjust up to 3 inches (77 mm) in height (see
Figtu�e 1 of this report).
The H Series columns have a 1/8-inch (6.4 mm) thick (ll4-inch
thickness also available) C-1010 HR steel"H" plate welded to one
end to allow for a connection between the column and a wood or
steel beam (see Figure 2 of this report).
The M Series columns have a 4 v4-inch by 71/2-inch by 1/8-inch
thick (108 mm x 191 mm x 3.2 mm) steel plate (1I4-inch thiclmess
also available) and two (2) 3/32-inch by 5/8-inch by 8-inch (53 mm
x 16 mm x 203 mm) steel straps. The steel plate is welded to one
end of the column by the manufacturer. The straps are installed in
the field through oblong holes in the steel plate to allow for a
connaction between the column and a wood or steel beam (see
Figiue 3 of this report).
The adjustment machanism for the M 8c H Series Monoposts is as
follows: a 3/4-inch thick (19 mm) or a 1-inch thick (25 mm) (for the
Schedule 40-300 Series) "shoulder" nut cut from C-1215 steal; a
1 1/4-inch (32 mm) O.D. or a 1 1/2-inch (38 mm) O.D. (for the
Schedule 40-300 Series) screw cut from C-1215 steel to provide
the adjustment; a 15J32-inch (12 mm) dianieter x 7 U2-inch long
(191 mm) "handle" cut from G1215 steel to adjust the screw; and
a 1/8-inch thick (3.2 mm) (1t4-inch thickness also available) C-1010
HR steel "swivel" plate attached to the screw in a fashion that
allows the plate to rotaxe.
The 200 Series has lengths ranging from 5 feet 9 inches to 10 feet
(1.8 m to 3.0 m).The 300 Series and Schedule 40-300 Saries have
lengths ranging from 6 feet 3 inches to 10 feet 3 inches (1.6 m to
3.1 m). The 400 Series has lengths ranging from 5 faet 9 inches to
12 feet (1.8 m by 3.7 m).
Stanchion columr�s are produced with a 1!8-inch (6.4 mm) thick
(1/4-inch thickness also available) C-1010 HR steel plate welded
to each end, or with one plate welded to one end and another plate
attached by atraps (to be welded to the column after sizing in the
field} (see Figure 4 of this report}.
items r�uiring v�rificstion
The following items are related to the use of Tapco M& H Series
Monoposts and Stanchions, but not within the sco� of this
evaluation. However, these items are related to the deterniination
of code compliance:
BOCA Internatlonal Evaluation Senrices
✓ Design calculations and details for the building system verify-
ing compliance with this report. ,
✓ Connections of the columns to the footing and the supported
constntction.
✓ Design and construction of the concrete footing and the
siructure supported by the Tapco columns.
intormatian �ubmitte�l
■ National Castings, Inc., test report, dated June 15, 1987,
containing results of axial compression tests performed to
detennine the ultimate load of any of the component pacts of
tha posts. Results of thesa tests indicate that the structural
calculations are critical in determining the allowable loads in
Table 1 of this report.
■ Osborn Enginearing Company's calculations, dated May 6,
1996, signed by Jeffrey R Spangler, P.E., containing design
calculations in accordance with AISI CFSD-LRFD-91. See
Table 1 for a summary of these calculations.
■ Engineering Diagnostic, Inc., Report No. 186-1148-COl, dated
September 11, 1998, containt� load testing to failure of three
samples of the 1 1/2-inch adjustabla screw compon�nt for tha
Schedule 40-300 Monoposts.
■ Engineering Diagnostic, Inc., Report No. 186-1148-0O2, dated
October 26,1998, signed and sealed by Mr. Terry A. Campion,
P.E., containing calculations performed 'm accordance with
AISC ASD. See Table i of this report far a stunmary of these
calculations.
■ Letter of analysis, dated Apri15, 1999, prepared by K.K. Rim,
P.E., indicating that the c:alculations by 7effrey R. Spangler,
P.E., dated May 6, 1996, are not adversely affected wh�n
applying tha requiraments of AISC LRFD-93 with Supplemant
No. 1 (1998).
product idenli�lcation
All Tapco M& H Serias Monoposts and Tapco Stanchions
manufactured 'm accordance with this research report shall be
marked at the plant with the manufacturer's nazna, diameter,
thickness, allowable axialload and model number, along with the
identifying language, "See BOCA Evaluation Services, Inc.
Research Report No. 98-60." _�
a
Page 3 of 6 Research Report No. 98-60
Table 1
ALLOWABLE LOADS
Model No.
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
400
401
402
403
404
405
406
407
408
409
410
411
Ma�cimum
AdJustable Length Allowrable Load
TAPCO MONOPOST "200° SERIES
6'0" - 6'3"
6'3" - 6'6"
6'6" - 6'9"
6�9�� _ ��p��
7'0" - T3"
T3�� - T6��
7'6" - T9"
��9�� _ $����
8'0" - 8'3"
8�3�� _ $�6��
$�6�� _ 8�9��
$�9�� _ 9����
9�0�� _ 9�3��
9�3�� _ 9�6��
9'6" - 9'9"
9'9" -10'0"
10'0" -10'3"
75
78
81
84
87
90
93
96
99
102
105
108
111
114
117
120
123
15,656
15,433
15,200
14,960
14,710
14,451
14,184
13,908
13,612
13,330
13,028
12,717
12,400
12,068
11,731
11,385
11,031
TAPCO MONOPOST "300" 3ERIES
6'0" - 6'3"
6'3" - 6'6"
6'6" - 6'9"
6'9" - TO"
TO�� - ��3��
��3�� - 7�6��
��6�� _ ��9��
T9�� _ 8����
$���� _ $�3��
8'3" - 8'6"
8�6�� ����
8�g�� _ 9����
9�0�� _ g�3��
9'3�� - 9�6��
g�6�� _ 9�9��
9'9" -10'0"
10'0" -10'3"
75
78
81
84
87
90
93
96
99
102
105
108
111
114
197
120
123
19,015
18,827
18,631
18,429
18,219
18,001
17� 7
17,544
17,305
17,058
16,804
16,542
16,273
15,996
15,713
15,422
15.123
TAPCO MONOPOST °400" SERIES
6'0" - 6'3"
6'3" - 6'6"
6�6�� _ 6�9��
6�9,� _ �����
����� _ 7�3��
7�3�� - ��6��
7'6" - 7'9"
��9�� _ 8�0��
$���� _ 8�3��
$�3�� _ 8�6��
8�6„ _ $�9��
$�9�� _ 9����
75
78
81
84
87
90
93
96
99
102
105
108
BOCA International Evaluatlon Sewices
22,750
22,588
22,416
22,237
22,062
21,860
21,661
21,456
21,237
21,027
20,803
Maxlmum
Length Alloraable Load
Model No. (inches) (Ibsj�
TAPCO STANCHION °200" SERIES
200 69 16,076
201 72 15, 875
202 75 15,433
203 78 15,200
204 81 14,960
205 84 14, 710
206 87 14,451
207 90 94,184
208 93 13,908
209 96 13,612
210 99 13,330
211 102 13,028
212 105 12,717
213 108 12,400
214 111 12,068
215 114 11,731
216 117 11,385
217 120 11,031
TAPCO STANCHION "300" SERIES
300 75 19,015
301 78 18,827
302 81 18,631
303 84 18,429
304 87 18,219
305 90 18,001
306 93 17,777
307 96 17,544
308 99 17,305
309 102 17,058
310 105 16,804
311 108 16,542
312 111 16,273
313 114 15,996
314 117 15,713
315 120 15,422
316 123 15,123
TAPCO STANCHION "400" SERIES
400 69 23,066
401 72 22,912
402 75 22,416
403 78 22,237
404 81 22,062
405 84 21,860
406 87 21,661
407 90 21,456
408 93 21,237
409 96 21,027
410 99 20,803
411 102 20,572
Page 4 of 6 Research Report No. 98-60
Table 1 - (Continued)
ALLOWi4BLE LOADS
Maximum
AdJustable Length Allowable Load
Model No. Range (Inches)' (Ibs)3
TAPCO MONOPOST "400" SERIES
(Continued)
412 9'0" - 9'3" 111 20,312
413 9'3" - 9'6" 114 20,091
414 9'6" - 9'9" 117 19,841
415 9'9" -10'0" 120 19,584
416 10'0" -10'3" 123 19,320
417 10'3" -10'6" 126 19,050
418 10'6" -10'9" 129 18,774
419 10'9" -11'0" 132 18,491
420 11'0" -11'3" 135 18,202
421 11'3" -11'6" 138 17,906
422 11'6" -11'9" 141 17,604
423 11'9" -12'0" 144 17,295
424 12'0" -12'3" 147 16,980
425 12'3" -12'6" 150 16,657
TAPCO MONOPOST "40�00" SERIES
300 6'0" - 6'3" 75 46,596
301 6'3" - 6'6" 78 46,060
302 6'6" - 6'9" 81 45,515
303 6'9" - 7'0" 84 44,959
304 7'0" - 7'3" 87 44,394
305 7'3" - 7'6" 90 43,819
306 7'6" - 7'9" 93 43,234
307 7'9" - 8'0" 96 42,639
308 8'0" - 8'3" 99 42,035
309 8'3" - 8'6" 102 41,421
310 8'6" - 8'9" 105 40,798
311 8'9" - 9'0" 108 40,165
312 9'0" - 9'3" 111 39,522
313 9'3" - 9'6" 114 38,870
314 9'6" - 9'9" 117 38,209
315 9'9" -10'0" 120 37,537
316 10'0" -10'3" 123 36,856
Maxlmum
Length �,Ilowrable Load
Model No. {Inches) (Ibs�
Ti4PC0 STANCHION d400" SERIES
(Continued)
412 105 20,312
413 108 20,091
414 111 19,841
415 114 19,584
416 117 19,320
417 120 19,050
418 123 18,774
419 126 18,491
420 129 18,202
421 132 17, 906
422 135 17, 604
423 138 17,295
424 141 16, 980
425 144 16, 657
TAPCO STANCHION °40-300" SERIES
300 75 46,596
301 78 46,060
302 81 45, 515
303 84 44,959
304 87 44,394
305 90 43,819
306 93 43,234
307 96 42,639
308 99 42,035
309 102 41,421
310 105 40, 798
311 108 40,165
312 111 39,522
313 114 38,870
314 117 38, 209
315 120 37,537
316 123 36, 856
1. 1 inch = 25.4 mm, 1 pound = 0.454 kg
2. Total length includes adjustable component
3. Allowable loads for the "200," "30D" and "400" Series Monoposts and Stanchions as calculated in accordance
with AISC LRFD-93 writh Supplement No. 1(1998).
4. Allowable loads for the "40-300" Series Monoposts and Stanchions as calculated in accordance with AISC
ASD-89.
BOCA Intern�tional Evaluation Services
�,
Page 5 of 6 Research Report No. 98-60
4
SP�
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swnh�~
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li�CNOPOST SECTI�N
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BOCA International Evaluation Seroices
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MONOPOST - TYPE H TOP PLA'TE
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Page 6 of 6
�IION
'ES
STANCHIONS
Figure 4*
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Research Report No. 8ta-60
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*THESE DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY. THEY ARE NOT INTENDED FOR USE AS
CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION.
BOCA International Evaluation Services
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�l�d May 10, 2006 2:48 pm :: bill �� �
�T�.w ��� ���� ������� � ����� � •. � ♦
(�������������������������������� Inpu� �����������������������'��y������ � ���
�
Gang-L�m LVL, 3.500x14.000, 29bOFb 2.OE � �
---- -- �
- A1lowable ,--
B�8n� ^ Shear � MOE Widt�. Depth �"-��-e-- ���'
P ) ipei) (Psi mil) (in. ) (in, )
2950 290 2.0 3.500 14.000
LDF '
Deflec�
PSF F1qor�
PSF Roof*
Point
Point
UYiaf -Load
U�if-Laad
Unif-Load
D RL RT FL
0.90 1.15 1.15 1.00
-- L/240 L/180 L/360
15 40 55 40
15 42 57 �#2
1 : 0.000 ft. Suppor� �x
2 : 16.760 ft. Support #2
1: Trib . Wid.�h f 1 oor ( 1, 2)
2: Floor wa].� weight ( l, 2)
3: Trib . W�.dth roof ( 1, 2)
FT FRL FRT
1.00 1.15 1.15
L/240 L/360 L/240
55 40 55
57 42 57
1 ft
240 plfi
3 ft
[---------------------------�--------240-------------------------------------]
1��C¢n�.�C��_=xccn„�o�=��a�s�=��=�cc�1/1.�` =Q�_����_�����������=.._ �" ������ _J
;�= ==�co-...._--____-_�cc�- _�
1<----------------------------------16.750--------�-------------------------a2
Illlllllllllllllllllllllllllllll �.��gis Illlllllllllllllllllllllllllllllllll
SFGMFNT AND PO,INTS ANALYSIS
A----------------- 1 -----------------8----------------_- 2 ------------------�
C
Support Bearing
PTumber (lbs. up tj (in)
1 3672 1.500
� ; ���� 1.500
BENDYNG ANALYSIS (L,ocation is from left end of se e�,t)
---------------------------------------------------�----
Segment Ber�dzng Control Zocation from
Number (psi) left e�.d (Pt) � A1lowable Hasis
� ' ],095 6,375 41.3% 0.900:A
2 1�95 0.000 41.3� 0.900:D
SHE,AR S�'RESS AN,ALYSIS (Location is from left end of segment)
-------+-------___-------------------------------------------
Max Bendin
(psi )
164 2
1642
��u�T . �e,. G{Jbb i��drin b I hU� I UhHL WU011 GORP
:�
S�g�n,ea� Shear Control Location from
NumUer (psi) left end (ft)
1 �-�2 0 . 000
2 112 8.375
N0.601
� 1�7.1oavable Basis
33.7� 1.150:FRT1
33.7$ 1.1SO:FRT1
M.'�XIMUM S�GMENT DEFI,ECTIONS (Loca.tion is fro�ctt le�t end of
----------------------------------------------------------segment)
F'. 2
�! Shear
Stress (psi
112
-111
Segmen� DefleG�ion Control Location frvm Max Deflectio
Number , (in) left end (ft) $,A1lowable Basis (- is dowr�) (in)
� -0.49 8.375 57.9� L/240:FRT1 -0.�9
2 -0.49 0.000 57.9$ L/240:FRT1 -0.49
P�Z1V'I' rILFLECTIONS
Axial,y�s�s De�lection
Point � �n�
A 0.00
B -Q.49
C 0.00
(- is down)
Case
Support
FRT1
Support
1. Anal�sxs is based on dxy service conditions.
2• Analysis assucnes continuous latera]. support of compression edge and
lateral restraint at eupports.
3- Mi�.�um beariag leng�hs are based on full beariag over the ent�.re width
of t�e me�mber. Longer bearing lengths may be required by the supporting
mate�rial .
4• T�e user o� this software is encou�aged to revi,ew the output (s�.z�,
st�e�s levels, and deflec�,iox�) wzth other axialysis or load ta.bles to
iasu,�e the accuracy o� �he results.
1d analyzer
2:48 pm 5-io-06 pg. 2
�
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ld �nalyzer
'�e May 23, 2006 2:00 gm :: biii
-----------------------------------------,---------------�__�__---------------
��������������������������������� Tnput �������������������.�������������������
GaAg-L�}jt1 LVI, , 3. 5 0 Ox11. S 7 5, 2 9 5 0 Fb 2. OE .�j �a,�:��a c�v�- S.� :(��Oi"� �Ot.a.+�
, �
A1lowable --------- Z�1y - t�.&�?J��C Z(�
Bend�.ng �hear M08 Wid�h Depth
(psi) (psi) (psi m�1,) (in. ) (in. )
2950 , 290 2.0 3.500 1]..875
LDF '
Deflect
PSF Floor*
PSk' Roof*
Poin� �
Point �
Point
Point
Unif -I,oad
Unif-Load
Ur�if - Load
�
2
3
�
1
2
3
:
D RL
0.90 1.15
- L/240
15 40
15 4�2
i�T FL
1.15 1.00
L/180 L/360
55 40
57 �2
0.000 ft.
8.750 �t.
17.5�0 ft.
26.000 �t.
Tzib. Width ��.00r
Floor wa�.l weight
Trib. Width rooi
FT FRL EJ.tT
1.00 1.15 1.15
L/240 L/360 L/240
55 40 55
57 42 57
Support #�1
Support #2
Support #3
Support #�
( �., 4) 10 ft
( l, 4) 240 plf
( 1, �4) 12 ft
[----- , ---------�-------------�-----550---------------------------P----------j
[-----------------�----------�--�----240--------�----------------------------j
[---------------�---------------------664--_______----------------------------]
1==---��__-___�=_=_-=====2=�C--=��------------=====3=-===___�=,______--======4
1<--------8.750�-------->2�---------8.750--------->3<---_____-8.500--------->4
�������;������������������������� �,nalysis ������������������������������������
SFGMEDTT AND POINTS ANAI�YSZS
��..^_���..�������..���..������..
�___- �.� --,-B�__.. 2 ----- � --- -----
- 3 �__-- 4-----�---- 5-----�---- 6-----I
' C D E F G
Suppqrt Bearing
�e� fi��. �ip +) Cin)
1 � 53zo �..�oo
2 14592 4.087
3 14274 3.998
4 � 5� 174 �„ 500
BENDING ANALYSIS (Location is from, �eft end of segment}
Segment Bending Con�rol Location from
Number , (psi) left end (�t) � A1lowable Basis
1. 1399 3.587 4],.2� 1.150:FRT2
Max Bendin
(ps�)
1399
f
4
1'll"1I.LJ.LIJtJU 1•i111I J1I\Vt..1VI\1"11.. wWVL b..VIV
2 ' -1729
3 ' -1729
4 -1652
5 . -1652
6 1323
4_375
0.000
4.375
0.000
�.765
1 tV � V 1 {J I • L
�
�l . 0$ 1.150 : FR.T4
51.0� 1.150:F'RT4
48.7$ �.z50:FRT5
48.7� 1.150:FRT5
39.0� 1.150:FRT2
SHEAR S'rR$6S ANALYSIS (Loca�ion is from left en,d of segment)
� � � � � � �V � r �. � ... � � � � � � � ` � � � � � � � � � �. � � � w � � � � � � � ` � � � .� � � � � � � � � r ^ � �' �
segtxten�
Nt�mber ,
1 �
2
3 �
4 �
5 �
6
Shear Control
(p�i )
192
28�
245
241
274
187
Location frotri
left e�.d (ft)
0.000
4.375
O.OpO
4.375
0.000
4.250
'� Aa,la�aable Basi.s
57.6� 1.150:FRT2
84 . 5�' �. .150 : FRT4
73 . 4� 1.15 0: F�t�'4
72.2� 1.150:FRT5
82 . 2�C 1. 7.50 : FRT5
56 0� 1 150•FRT2
MAXIMUM_SEGMENT_D.�FLECTTONS_(Location-is_from^left^end_of_aegment)
Segment'
N'�mber :
1 ,
2 '
3
� '
5
6 �
Def�.�ction Control
t in)
-0.09
-0.09
--0.06
-0.06
-0.08
-0_08
POxNT flEFL�CTIONS
----------_
Ar�alyai�
Point �
A .
e ,
C
D
E ;
F
G �
Deflectiqn
(in)
0.00
,0.12
o.00
-0.06
0.00
-0.10
0.00
Location �rom
left end (ft)
�.Z88
0,000
4.375
0.087
4.250
0.255
( - is down�
Case
Support
FRT2
Support
FRZ3
Suppor�
FRT2
Su��ort
-1729
-172Q
-165�
-1652
1323
Max Shear
Stress (psi
192
-281
2g5
-2�0
274
-186
Max De�lectio
� Allowable Basis (- is down) (in)
3�.6� L/360:FR.z,2 -0.12
31.6� L/360:FR.L2 -0.12
21.6� L/360:FRL3 -0.06
21.6� L/360:FRL3 ,0.06
29 . 6� L/360 : F7tL2 -o . 7.0
29.6� L/360:FRT�2 -0.10
�. . Anal�sis ie based on dzy service co�,di�i,pns .
2. A��l�rsis aesumes continuous lateral support of co�tpregsion edge and
late�al xee�rair�t at eupports.
3. Mini�u,m bearing lengths are based ox� full beazing over the ex�tire width
of t�e member, Zonger bearing lengths may be required by the supporting
tna,te�ia]. _
4. �'k�e �ser of this software is eneouraged �o x�ev�,ew the output (s�.ze,
1d a.z�alyzer 2; 00 pm 5-2� -06 pg.
2
�,�
��
0
How to Use These Tables
1. Determine the appropriate LIVE LOAD DEFLEGTION.
2. Identify the LIVE and DEAD LOAD condition.
3. Select on-center spacing.
- .. {taG��,�
0
c`" �� . ':
t� a �' . 3 �
t' �i o .r,,-r � , �,
s ����
�P�p�get:��'� .
Minimum Criteria Per Code
L/360 Live Load Deflection
Trus loisi • TJK� Joist Spec�er's Guide 2026 • April 2003
4. Scan down the column until you meet or exceed the span of your
application.
5. SeledTJl� joistand depth.
Improved Performance System
L/480 Live Load Deflection
(1) Web stiffeners are required at intermediate zupports of continuous span joisfs in conditions where the intermediate bearing length is less than 5�1a° and the
span on either side of the intermediate bearing is greater than the following spans:
General Notes
• Tables are based on:
— Uniform loads.
— More restrictive of simple or continuous span.
— Clear distance between supports (13/a° minimum end bearing�.
— Auumed composite action with a single layer of 24° on-center span-
rated, glue-nailed wood sheathing for deflection only (spans shall be
reduced 5" when sheathing panels are nailed only).
— A code-allowed increase for repetitive member use.
• For loading conditions not shown, refer to the load table on page 11.
Building PLUMBING Permit No.: � - �� �
Inspections RESIDENTIAL APPLICATION Received By:
763-572-3604 CITY OF FRIDLEY Da� �
_
DATE � ,3 YOUR E-MAIL ADDRESS
SITE ADDRESS / 3 Z3 /il � C Y�'S �r Iv�
THIS APPLICANT IS: WNER �CONTRACTOR
PROPERTY NAME: rn�
��E� nnDxESS: �3Z ��•, L �e res� �r . �V� CITY �r; e v sTn� l�'�A�i� 5s 3 Z.
TENANT PHONE: '1I8
3 — so�.� z, c�
CONTRACTOR NAME:
SUBMTT A COPY OF STATE LICENSE # EXP DATE
YOUR STATE ADDRESS: CITY STATE ZIP
LICENSE WITH pHONE FAX
APPLICATION
PERNIIT TYPE �GLE FAMILY ❑ TWO FAMILY ❑ TOWNHOUSE
TYPE OF WORK: �W � �PLACEMENT
DETAILED DESCRIPTION OF WORK� �,�.�,.ti. ��z�;�",.,�_
PER MS 16B.665 the permit fee is a minimum of $15.00 or 5% of the total cost np to $500.00, whichever is greater, for the
improvement, installation or replacement of a residential fixture, excluding the fixtures. (T'his should reflect only the cost of labor )
Labor cost under $300 =$15.00. Labor cost between $300 to $500 = cost of labor x.OS =
FOR PROJECTS WHERE LABOR EXCEEDS $SOQ FEES ARE BASED ON $10.00 PER FIXTURE, EXCEPT WHERE NOTED. FIXTURES: (IlVDICATE TOTAL
NUMBER OF EACH BELOVI�
BATH SINK/LAV FLOOR DRAINS SHOWER WATER PIPING
BATHTUB GAS PIPING pv�Crrrtic�vse) SWIMMING POOL WATER SOFTNER ($35)
CLOTHES WASHER KITCHEN SINK WATER CLOSET BACKFLOW PREV. ($15)
DISHWASHER _ LAUNDRY TRAY _WATER HEATER ($35) FOR IRRIGATION
WATER METER OTHER
:��`�� �'�t���'� �ci�. �t�n�x �sc�} .,,. �� ��'. �"�� ��%���; .� ''.
Permit Fee $ /S . C� Number of fixtures @$10.00 x$10.00 =$
Swchar e .50 Nurnber of fixtures @$15.00 x$15.00 =$
TOTAL DUE $ /S . .3D Number of fixtures @ $35.00 x $35.00 = $
State Surcharge = $ .50
Tota1= $
THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED
I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in
conformance with the ordinances and codes of the City of Fridley and with the Minnesota Construction Codes; that I understand this is
not a permit but only an application for a permit and work is not to start without a permit; that the work will be in accordance with the
approved plan in the case of ��I�k-t�e uires review and approval of plans.
SIGNATURE OF APPLIC�� PRINT NAME �Vi2aLA0+J Ni� DATE '�/3 ( Z��T
�'
' �"��5�.�'�:� ��'.A:`t�:� ���.MT.T� A� �� i.t�R�D �Q�. �Un.��:i�N �L��'I'1�,�Ci�� AN.� ��'���A�:'�i�.� '
City of Fridley
Building Inspections Department
6431 University Avenue NE, Fridley, MN 55432
763-572-3604
FAX: 763-502-4977