HomeMy WebLinkAbout2012-00571 - addn/remodel/repair CITY OF ORONO * z 0 1 z - B 0 5 7 1 *
. 2750 KELLEY PARKWAY DATE ISSUED: 07/23/2012
' ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 455 SUSSEX LA
PIN : 04-117-23-32-0011
LEGAL DESC : FOX BEND
: LOT 005 BLOCK 001
PERMIT TYPE : ADDITION/REMODEL/REPAIR
City ,�f Or�or�o
PROPERTY TYPE : RESIDENTIAL �75U Kelley Parkway
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR Orono MN 55356 g52-24g-4f,�
ACTIVITY : 434-RESIDENTIAL Receipt Na: 3.447273 Jul 23, 201�
VALUATION : $ 20,000.00
NOTE: OTHER INSPECTION: PROVIDE PILING REPORT Robert Willis Constru�tion, LLC
IN KIND DECK REPLACEMENT Previaus Balar�ce; ,p�
Peraits
2012-00571 455 5ussex La 339,25
101-32510
Building PerOits
Rer�its
2ti1P-00571 455 5ussex La iG.00�
!{71-208G2
�ue to govts-5tate
Total: � 3�g,�
Check �M�---=__
Check No: 1514 34g,�
Payor:
Robert Willis Construction, LLC
Total Applied: 349,�
Change Tendered: N--,p�j
s)7!c3/201� 10:04AM ==_______
APPLICAI�TT pERMIT FEE SCHEDULE 339.25
ROBERT WILLIS CONSTRUCTION LLC STATE SURCHARGE(VALUATION) 10.00
11401 COUNTY RD 3
SUITE 2 TOTAL 349.25
HOPKINS, MN 55343-
(612)323-5036
Minnesota State License#: 205761 11
OWNER
CRAWFORD, BRUCE&CAROL
455 SUSSEX LA
LONG LAKE,MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according ro
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
request in conformance with the State Building Code.This permit may be
r ed for due cause. L�f!'
� �l 3 �I� ��-�--�--r ��-��-�-�► � 7 ;a� --ia-
Ap ]icar ermitee Signature� Date Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
- ��� � �7�-�-�
� Cit of Orono
y �'�'U� ���u�'
Building Permit Application
for New Structures or Additions
— Mailing Address: Permit number: ��lO� -��_,��
;��,�,�:�� PO Box 66
��O ; 0��, Crystal Bay, MN 55323-0066 Date received: �'O��l
� ��,� �I��I • Received b :_.___ � --
�, , Street Address:
'�,�, �}��'��4��"� ti// 2750 Kelle Parkwa p����
\t �`�y��,, Y Y an review fee:
kESKoz,,�G Orono, MN 55356 � _O �
- — ,_' Tota e .
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us Ij� - ,3 `1 Cfi _ -z �>
This application form must be completed in full and all required information must be submitted. ��r�� �7/���Z
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION: �
Job Site Address: � (�� � �
Will this be a Parade of Homes, Remodelers Showcase Home or ot er isp ay Home? ❑ Yes �No
/f yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be
required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APP ANT INFORM TION:
Name: G(� �
State License# Expiration Date: � ZI �'�
Phone: � (office cell
Mailing Address: Cit : ZIP:
Contact Person: Applicant is: Con ractor / Homeowner (Circle ne)
Email and/or Fax:
PROPERTY OWNER I FORMATION:
Name: )
Phone (day): �
Address: —�f�� �,�`, LGi,a �/ �;d;,d,,,�� City: /�Tl7�JQ ZIP:�,� ��',�
Email and/or Fax
ARCHITECT/ENGINEER INFO�RMATI N:
Name: _/�o�_. 1�1�.SG�/,/l�,l L
Phone (day): _
Address: J � � Cit : ZIP: L
Email and/or Fax:
PROJECT INFORMATION:
1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal 8�
Water Supply
❑ New Construction ❑ Single Family with ❑ Residence
❑ Addition c �, q�� attached garage ge ccessory Bldg. ❑ Public Sewer
❑ Accessory Building ��i y��� ❑ Single Family with eck
Relocation ��(,�7'1�1j detached garage e/Commercial ❑ Private Sewer
Other: (specify) r1 rCi1,` ❑ Multiple Family/Condo Warehouse
❑ Public ❑ Storage ❑ Public Water
**Any earth movement may require ❑ Commercial ❑ Other(specify)
MCWD review&permits. Industrial ❑ Private Well
Minnehaha Creek Watershed District(MCWD) Other: (specify) /�
18202 Minnetonka Blvd r�r � �� 1� �-����y/�,l�i�
Deephaven,MN 55391 ��Y�
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding land) $ �����
Packet Last Updated: 03-06-2012
-21 -
�
Plan Review Checklist for New Structures / Additions �
Address/PID/ Legal: �l�� � –5 J s SP y�
Description of work: �l J Q C' �� '(� Q(2 C�e� ��--`�— .
Septic review by: � � Date Approved: � ��� � ��
Zoning review by: Date Approved:
Building review by: � �^---- Date Approved: � ' Z – Zd i '�
Grading review by: o� � q Date Approved:
Zoning File#: Resolution#: Resolution Date:
Zonin District Fire De artment Post Office School District
� 1 /
Zoning: Lot Area: SF/AC Width: De �
Survey bmitted: 0 Yes 0 No Date of Survey:
Pro osed Se acks:
Front(Lake) \� Rear(Street) ( N S E W ) ( N S E W ) er Buildings Wetland
Side Side
.�
Building Defined Height: Building Peak Height: #of Stories Ok?: 0 YES
�
FOR A BUILDING WITH A BASEMENT O CRAWL SPACE: FOR�(�BUILDING ON A SLAB FOUNDATION:
START WITH the distance between th asement floor/crawl ,START the distance between the slab and the highest
space floor and the highes oof peak,the top of WITH roof peak,the top of the cornice of a flat roof,
the cornice of a flat roof,the ck line of a the deck line of a mansard roof, or the
mansard roof,or the uppermost oint on a round uppermost point on a round or other arch-type
or other arch-t e roof roof
SUBTRACT half the distance between the highest indo and SUBTRACT half the distance between the highest window
hi hest roof eak of a itched roof and hi hest roof eak of a itched roof
SUBTRACT the distance between the basement floo�' c wl ADD the distance between the slab and the highest
space floor and the highest existing �de wit ' existin rade within the foundation
the foundation or 10 feet,whicheve is less. EQUALS Defined buildin hei ht
EQUALS Defined buildin hei ht
Lot Coverage: SF %
Shoreland District M D Permit Received Aver e Lakeshore Setback Bluff
es 0 No 0 N/A 0 Yes G No
� Yes � No � � Yes No � N/A
� Permit Number: Setback:
,'
HardcoverZoneS� Existin Pro osed Variance Re ui CUP Re uired
0-75' ,�" � Yes � No 0 Yes 0 No
75-2 0' Type(s): Type(s):
25 -500'
500-1000'
REMARKS (in-house): So�+ 1���v� (?,�.�V�C�2 r,•�,,,.�
�
Updated: 09/11/2009
z:\forms\plan review checklist.docx .
Fees to be Char ed YES NO
Pe'mit -
Plan Review
;State;�S.urcharge i/ ;;
Investigation Fee
",SAC :�Number�of SAC Units . - -
__
Sewer Connection
:fAlater3Connection ,:_
Park Fee
�'Sifie'�nspection ,' ''
Other(specify)
'�Vliscellai��oi�s�<Fees
Calculated By:
S uare Foota e $ per S uare Foota e
Basement X = $
1� Floor X = $
2nd FIoO� X = $
Garage X = $
Estimated Construction Value: $ 7�0,o o v `�`
Orono Inspections Required Work Requiring Separate Permits Required State Permits
� Site � Plumbing � Grading/ Filling � Well
G Hardcover Removal � Mechanical � Fire � Electrical
0 Footing � Septic 0 Water Connection
� Poured Wall � Fireplace � Sewer Connection
� Foundation Survey � Masonry � Lawn Irrigation
0 Radon Rock Bed � Mfg.
p'Framing 0 Other(specify)
� Insulation
� As-Built Survey
,�Final
,,�Other(specify)
Prw�ti e� Ptii �
REMARKS (in-house):
Other Review: Reviewed by: Date Approved:
Access:Existing: 0 YES 0 NO New: � YES � NO
REMARKS(TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT)
Updated: 09/11/2009
z:\forms�plan review checklist.doac
I
. , ,��L
STRUCTURE INFORMATION: �' �,}�1,/
1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction 1�/yv � ��
� +�. \'C/
a. Length (ft.)= Number of bedrooms= � v
� Wood/Frame �'� � �
,� �
b.Width (ft.)= �� Number of garage stalls: ❑ Masonry �
Areas in square feet Attached= ❑ Metal ,�f��
❑ Pole Bldg. ��r
c. Basement= Detached = ❑ ICF
d. 15t Story =
❑ On-site Prefab
e.2nd Story= � � �
❑ Off-site Prefab
f. '/z Story = ther(please specify):
g.Total Area=
/
REQUIRED SUBMITTALS: �"�'���
All of the information must be submitted in order for your application to be processed:
N ot
En sed A lic ble
Permit A plication
❑ Pro osed Buildin Plans
0 MN State Ener Code Calculations and Mechanical Code Re uirements Form
❑ Surve meetin all requirements
❑ Stormwater Pollution Prevention Plan
❑ Hardcover Calculation s
❑ Se tic S stem Site Evaluation Re ort
❑ Access Permit
❑ Wetland Buffer Im rovement Plan
❑ En ineered Plans for Retainin Walls 4 feet or above
❑ ❑ Plan Review Fee
❑ ❑ Other:
APPLICANT/OWNER ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Agrees to pay the City of Orono for engineering consultant review costs in excess of$500;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative
but to reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the information that you are asked to provide on this application is classified by State law as either
private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject
of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
required by law. If you refuse to supply the information,the application may not be issued.
• Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the
Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000
escrow to ensure completion of the as-built survey and all site improvements.
.-�
ApplicanYs Signature: � � ��-L Date: �—� `' ' ( �
Owner's Signature: Date:
Packet Last Updated: 03-06-2012
-22 -
Jun 22 12 07:36a Dale Crawford 9522490603 p.2
STRUCTURE lNFORMAT14Ai:
i.Svucture Dimensions 1.Structure Oirnensions(condnued) Z.Type oi Constnicdon
� a.Length(ft.� ��� Number of bedroarns= �jNp��Frame
� r_..�
b.Width (ft.f= �,� Numbe�of garage slalls: ❑Mascnry
Ateas in sa�are Feet q��y�= ❑ Metal
❑Pole Bldg.
c.Basemerrt= ��e�_ ❑ICF
d. 1"Slory =
D o�-�e p�ab
e.��s��,,= � � �
❑o�S�te�era�
f. '/,Stnry = her lease s
(A P��Y)�
g.Total Araa=
REQIiIRED SUBMITTALS: �"���D
Alt ot the infarmadon must be submitted in order€or our a lication to be rocessed:
kot
' En sed A li le
Permit A ication
❑ Pro osed Buidin Pfans
� MN State Ener Code Calculalions and Mechanic�Code R urBments Forrn
O Surve mee6n all re uirements
� Storrnuvater PqMution Prevention Plan
O Hardcover Caiculatian s
0 Se tic S Site Evaluation Re
O Access Permit
0 Weqand Buffer Im rovemeM Plan
O En ineered Plans for Retainin WaJls 4 feEt or above
O ❑ Plan Review Fee
� 0 Other.
APPLICANT/OWNER ACKNOWLEDGEMEfVT:
• Agrees to provide all informatbrt requirad a requested by the B�eldrng Departrnent;
• Agrees to pay the City of Orono for engineering consultant review costs:n excess of i500;
• Certifies that the informatian supplied is We and carect to tlie best of hislher knowledge. The applicaM recognizes that Uiey
are solely responsible far submitting a complete application being aware that upon fa�ure to do so,U�e staf�has na a#�mative
but to reject it unW it is oomplete;
• Acknowledges the Escrow Agreement is completed and signed;
• Understands some or all of the irrfurmalion thai you are asked to provide on tt�is app8ca6on is classified by State law as eiltier
private or confidential. Privete date is iniormation which generally carviot be given to!he pubGt but can be given to ihe subject
o!the data. Cor�fidenGal data is irrfmmation which generalty cannoE be given to either the public or the subject oi the dala. Our
purpose and interoded use of lhls informaGon is to annuaRy update our reoords and recads of other gov�nmenbl agenaes
requi�ed by law. If you r+efuse la supply the informatien,the appGcafion may not be issued.
• Agreas that in the Qvent that westher or ott�c�ditions preveM the aompl�ion oi an as-bullt sinvay at ti+e tln�e the
Cer�e of Occupsn�yr K nequ�sted,a ternporary CertHir.ate ot OccupaacY re�►be i�sued upoa neNpt af a:10,000
escrow Eo�sura complet�on of the as-b�lt sw�wy and aN sifR improvanisnts.
ApplicanYs Signature: Date:
�Owrter's Signature: ' + Date: a� ��/a
,
�
Packet Last flpdaled: 03-O6-2D12
-22-
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ATI Evaluation Service �
- .,y,::,.�..�....
A Division of Architectural Testing — Certification Services `"°°""`�""'�"
/U17J
Code Compliance Research Report CCRR-0101
Subject to Renewal: 11/19/11 Issued: 12/17/10
Visit www.archtest.com for current status Page 1 of 6
AZEK Building Products 3.3 The walking surface is embossed with a
801 East Corey Street simulated wood grain.
Scranton, Pennsylvania 18505
(877)275-2935 3.4 AZEK 1x3% and lx5% Deck Boards have
a rectangular profile 1" thick and either 3.5" or
www.azek.com 5.5" wide respectively. Edges are rounded with a
1/8" radius. See Figure 1 and 2.
1.0 Subject 3.5 AZEK 1x3% Porch Boards measure 1"
thick and 3Y8" exposure width (33/$" overall width)
AZEK Deck Boards (1 x 3% and 1 x 5%J and and are manufactured in two colors:
AZEK Porch Boards (1x 3%) Brownstone and Slate Gray. The edges are
2.0 Research Scope machined with a tongue and groove pattern.
See Figure 1.
2.1 Building Codes: 4.0 Performance Characteristics
2009 International Building Code (IBC) 4.1 AZEK Deck Boards and Porch Boards are
2009 International Residential Code (IRC) rated for a uniform live load of 100 Ibs/ftZ when
installed on support framing spaced at 16" on
2.2 Properties: center.
Structural Performance 4.2 AZEK 1x5% Deck Boards used as stair
Durability treads shall be installed on a minimum of a two-
span condition and are rated for the code-
Surface Burning prescribed concentrated load equal to 300 Ibs
3.0 Description when installed in accordance with Figures 3, 4
or 5.
3.1 General - AZEK Decking (Deck and Porch
Boards) are intended for use as a walking 4.3 The use of AZEK 1x3% Deck Boards as a
surface on exterior decks, balconies, porches, stair tread is not within the scope of this report.
and walkways, including stairs. 4.4 AZEK lx3% Porch Boards used as stair
3.2 Materials and Processes - AZEK Decking treads shall be installed on a minimum of a two-
is manufactured in two different material span condition and are rated for the code-
compositions. prescribed concentrated load equal to 300 Ibs
when installed at a maximum of 11 inches on
3.2.1. AZEK Harvest Deck Boards and AZEK center in accordance with Figure 3.
Porch Boards are a solid mono-extruded
composite utilizing cellular Poly Vinyl Chloride 4.5 AZEK Decking has wind uplift resistance
(PVC) and Agrifibre and, produced in five ratings as indicated in Table 1 when installed on
colors: Ivory, Brownstone, Slate Gray, Clay, and support framing spaced at 16 inches on center.
White. 4.6 AZEK Decking has a flame spread index
3.2.2. AZEK ARBOR Collection'"'and TERRA not exceeding 40 when tested according to
Collection r"'deck boards are a solid co-extruded ASTM E 84. The referenced criterion, AC174,
cellular PVC with a polymer cap and are requires a flame spread index not exceeding
produced in seven colors as follows: 200.
ARBOR Collection r"' : Acacia, Morado and 4.7 AZEK Decking is deemed equivalent to
Redland Rose. preservative treated or naturally durable wood
for resistance to weathering effects, attack from
TERRA Collection T"': Kona, Fawn, Tahoe and termites and fungus decay
Sedona,
Architectural Testing 130 Derry Court• York, PA 17406 717-764-7700
www.archtest.com
. , .
� . �� A TI-ES
Code Compliance Research Report CCRR-0101
Page 2 of 6
4.8 AZEK Decking structural performance has 7.2 The wind uplift resistance rating
been demonstrated for a temperature range of recognized in this report is based on attachment
-20° F to 125° F. to treated Southern Pine framing (specific
gravity, G=0.55). Installation on wood framing
5.Olnstallation with a lesser specific gravity may result in a
Installation shall be in accordance with the lower wind uplift rating.
manufacturer's installation instructions and this 7,3 AZEK Decking shall be fastened directly to
report. Where differences occur between this supporting construction. Conventional wood
report and the manufacturer's installation supporting structure is not within the scope of
instructions, this report shall govern. this report and is subject to the evaluation and
5.1 AZEK Deck Boards and Porch Boards approval by the building official. Design and
shall be installed with fastening as indicated in construction of supporting structure must satisfy
Table 1. the design load requirements of Chapter 16 of
the IBC.
5.2 AZEK 1x3% Porch Boards used as stair
treads shall be installed as shown in Figure 3. 7.4 Where required by the building official,
engineering calculations and details shall be
5.3 AZEK 1x5% Deck Boards used as stair provided. The calculations shall verify that the
treads shall be installed as shown in Figures 3, 4 anchorage complies with the building code for
and 5. the type of framing and condition of the
5.5 AZEK 1x3% Deck Boards shall not be used supporting construction
as a stair tread. 7.5 The compatibility of all fasteners with
6.0 Supporting Evidence supporting structure, including chemically
treated wood, is not within the scope of this
6.1 Manufacturer's drawings and installation report.
instructions.
7.6 AZEK Deck Boards and Porch Boards are
6.2 Reports of testing demonstrating manufactured in Foley, AL and Moosic, PA in
compliance with ICC-ES Acceptance Criteria for accordance with the manufacturer's approved
Deck Board Span Ratings and Guardrail quality control system with inspections by
Systems (Guards and Handrails), AC174 Architectural Testing, Inc. (IAS -AA-676).
effective June 1, 2009.
Exception: The capped, cellular PVC deck
6.3 Testing in accordance with ICC-ES AC174 boards are manufactured in Foley, AL only.
is deemed equivalent to ASTM D 7032 for
compliance with the 2009 IRC. 8.0 Identification
6.4 Quality control manual in accordance with AZEK Decking produced in accordance with this
ICC-ES Acceptance Criteria for Quality Control report shall be identified with labeling on the
Documents AC10, revised July 2008. individual deck boards that includes the
following information:
7.0 Conditions of Use
8.1 The mark of the independent inspection
The AZEK Decking applications identified in this agency, Architectural Testing, Inc. (IAS AA-676)
report are deemed to comply with the intent of
the provisions of the referenced building codes 8•Z The ATI Code Compliance Research
subject to the following conditions. Report Number(CCRR-0101)
7.1 AZEK Decking is limited to exterior use in 9.0 Code Compliance Research Report Use
Type V-B (5B)construction. 9.1 Approval of building products and/or
materials can only be granted by a building
official having legal authority in the specific
jurisdiction where approval is sought.
Architectural Testing. 130 Derry Court• York, PA 17406 717-764-7700
www.archtest.com
.
� � �� A TI-ES
� Code Compliance Research Report CCRR-0101
Page 3 of 6
9.2 Code Compliance Research Reports shall 9.3 Reference to the Architectural Testing
not be used in any manner that implies an internet web site address at www.archtest.com
endorsement of the product or manufacturer by is recommended to ascertain the current version
ATI. and status of this report.
5��� ���
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� �
� �
AZEK HarvestT"' 1 X 5'/z Deck Board AZEK HarvestT"' 1 X 3'/z Deck Board
1n
4 rico
_ �
.�� � � I
1 II �
I �
3��� _
� 8 �. M W
38"
1 X 3'/e Porch Board
Figure 1 -AZEK Deck Board and Porch Board
5.50
1.00
Figure 2
ARBOR COLLECTIONT""and TERRA COLLECTIONT""
Capped Deck Board
Architectural Testing. 130 Derry Court• York, PA 17406 717-764-7700
www.archtest.com
� ' .►
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� � Code Compliance Research Report CCRR-0101
' Page 4 of 6
Table 1 -Fastening Schedule and Wind Rating
Board Type Fastening �Nind Uplift
Resistance
(2)#7 x 2'/4" SS trim-head screws into each 160 psf
joist
FastenMaster`� Cortex FMCTX3 (3") 234 psf
concealed fastener: (2)screws each joist
1 x5'/2"and 1 x3'/2" HlDfast HF 2.5 hidden fastener with (1)#10
AZEK HarvestT"^ Deck Board x 2'/2" deck screw each joist for the starter 105 psf
(edge) board.
TigerClaw'$TGP hidden fastener with#7 x
15/8" screws. Starter board (edge)face-
fastened with (1)#10 x 2'/2" deck screw 177 psf
each joist.
(1)#7 x 2"trim-head screw @ 30° -45°
1 x3'/2 T&G Porch Board through root of tongue into each joist with (1) 240 psf
screw face-fastened each joist for the starter
board (edge).
(2)#8 x 2'/Z" SS trim-head Headcote`'screw 234 psf
into each joist
(2)#10 x 2'/z" SS flat-head screw into each 234 psf
joist
1 x5'/Z" Capped Cellular PVC OMG FastenMaster" Cortex concealed 234 psf
Deck Board: fastener: (2)#8 x 3"screws each joist
ARBOR Collection TMand HlDfast HF 3 hidden fastener with (1)#8 x
TERRA Collection T"' 2'/2"trim-head screw each joist for the 147 psf
starter(edge) board.
TigerClaw�'TC-P hidden fastener with#7 x
15/8" screws. Starter board (edge)face-
fastened with (1)#8 x 2'/Z" deck screw each 183 psf
joist.
� _1`'�� ���������'"�-,��??���
FastenMaster�R' Cortex
HlDfast Fastener TigerClaw"TC-P
Architectural Testing. 130 Derry Court• York, PA 17406 717-764-7700
www.archtest.com
' .
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�Code Compliance Research Report CCRR-0101
� Page 5 of 6
AIEK DECItING IS ATTACHED TO
� EACH STRINGER. SEE BELOVI+
��,'•, FOR FASTENING.
� ,.
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�._.... .. _ � .___..
f--- _ _
� ��i �
�
`� .._ " .1 _ _.
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� �.�x �
SPAN
BOARD TYPE MAX. SPAN FASTENING
1X5'/z Deck Board 9 Inches Two#7 x 2'/."deck screws
1x3'/e Porch Board 11 Inches One#7 x 2"trim head screw through tongue. End
boards receive an extra screw through face.
Figure 3-Stair Tread Installation with no additional support
(Minimum tread length is 36")
__ ATTACH 2?{6 TREATED S0.PINE IN CENTER AZEK DECKING IS ATTAGHEG TO
��� OF EACH TREAD AS SHOVVN USING A STRINGERS USING NUO(2)#8}{2-1 f1"
', SIMPSON A23 BRACKET AND 10d?C 1-1 I�" �— FLATHEAD WOOD SCREW'S PER
'� GALV.JOIST HANGER NAILS '�``., STRINGER
i �� `'
,
� r
� -- �
`�` '--j _ -�
,
�
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Figure 4-Alternate 1 X 5'/�Stair Tread Installation
(2X6 additional support—Max span = 17.25")
Architectural Testing. 130 Derry Court• York, PA 17406 717-764-7700
www.archtest.com
1 . .
. � �'� A TI-ES
� � Code Compliance Research Report CCRR-0101
� Page 6 of 6
0131"DIA X 3-174"LONG FRAMING
NAIL(TYP)IN LOCATION SHOVVN
ATTACH TREATED 50.PINE 2X4
SUPPORT UNDER EACH TREAD
AS SHOVvN USING NVO(2J AZEK'I X6 DECKBOARD AZEH DECI(ING IS ATTACHED TO
0.131"DIA N 3-1/4"LONG ROUND (TYPICAL) STRINGERS USING M�O#7 H 2-114"
DRIVE FRAMING NAILS LONG TRIM HEAD SCREVVS(SWAN
SECURES'S SCRUDINI OR E�UAL)
�
7.500"
4.125"
-�1.875" 24.00"
MAX
49.50"
Figure 5—Alternate 1 X 5'/z Stair Tread Installation
(2X4 additional supports—Max span =24.0")
Architectural Testing. 130 Derry Court• York, PA 17406 717-764-7700
www.archtest.com
timber post by others
2" bearing pinte cut to post
dimensions and location
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INSPECTION I�OTIICE SCHEDULED �
PERMITNO.-���0! r�—I�ns7� COMPLETED
ADDRESS S �
OWNER � TE��PHON NO. a 3�3-5�-��
CONTRACTOR L U�/1
� DESCRIPTION �vI-�[-C - �C-C�
� ❑ FOOTING O PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOI.LOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMB�NG RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
� � << C A i �J (� �--c��jfiiti �� -�-
o �-n.��� � E�E.1� � � fL ���.y ,
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W� �WORK SATISFACTORY:PROC�ED ❑ PROJECT COMPLEfE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CAtIfORRE1NSPECTION TEMPORARY
'�-� -_.. BEFORE COVERING -- _
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. O PHOTOTAKEN
_ INSPECTOR WILL RETURN"
❑Sl'6P OADERP9STED.CALL INSPECTOR ' -�� �CITATION ISSUED
, ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. `
Call for the next inspection 24 hours in ad ance. (g52) 249-4600
Owner/Contra ' r on ' .
Inspector. �
White Copyllnspector's File Canary CopylSite Notice
18'-6" POSTS & FOOTINGS: ����� ����"
, Existing Steps & Footings 9�_6" 9'-0 P.T. 6x6
To Be Removed
(Dashed Line) � 4�'� HELICAL PIER FOOTINGS (4 TOTAL)
' �'�_��-----,frr�----------- ---------, �
��� `_� � Step-Framing L��' �;
� I I � o as Required 6ANDSCAPiNG S DESIGN
o � � N �
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N � � N
�
POSTS & FOOTINGS: - L.andscape Design-Build.
NOTE THESE TWO FOOTINGS (2 2x D PP D B AM P�anning.
ARE EXISTING CONC. (U E B C TS O CU E O TO OF OS ) � �esign.
(REMOVE & REPLACE) � EXISTING POST & FOOTING EXISTING POST Construction.
NEW P.T. 6x6 - ,,, (USE BEAM HANGER) & FOOTING
NEW HELICAL PIER FOOTINGS � � W -- L E'S LANDSCAPING and
� 2x1 JS . N v, ��'��r��" ����� SIGN INC.
c�i 16" .0 X w � ATTACHED SHEETo�fiice:
�^ U S H A G E � Z � � 4.�.;a Ja p (Zp+-��- 1 1401 County Ro�d 3
� Suite 2
���� N 2 EXISTING PORCH )DE RE��.-1��EM Et�" Hopkins, MN 55343
_ W Tel: 952.303.3871
�fi��M I 1�l G W � ;__._ Design Email:
, ,ti•�.�, r ,..:,.....;; nse �inirnumrun :.?� � ' .���u; ,: tadCleeslandscapes.com
on on2 �i::e uf the sia+r 34"ta 3�3 :tinuous and u�interrupt�� Web: leeslandscapes.com
� �OOT)��� +L;II Ipr�fjtll Ct St�itCS, h3t1Gf<il F�!1'' >�;•',��'r.�rJ nC�•f1;i'! St�ft??Itl2f
I HOUSE WALL a newel post of s�
1 /4" - 1 '-O" EXISTING 2x12 LEDGER Project:
USE HANGERS UPPER LEVEL HOUSE WALL BRUCE & DALE
NOTES: �g�_6�� SLIDING DOOR CRAWFORD
4'-0 ••AZEK Rail" DECK RESIDENCE
"AZEK Deck"
1" x 5.5" PVC DECKING SURFACE p 455 Sussex I._ane
(ENGINEERING REPORT ATTACHED) �y p o REPLACEMENT orono, MN 55356
"AZEK Rail" . PROJECT �952� 249-0603
" E a 1"
36" HIGH RAILING, 4" MAX SPACING ,� DECK LAYOUT f'LAN
ATTACH RAILING POSTS TO
UNDERSTRUCTURE FRAMING •
CoRyright.Lee's Landscaping and Design.Inc.
JOISTS & FRAMING MEMBERS� All Rights are Exdusively Reserved. The entire owner-
.F,��, g � �,��-�-. ��. ship and all creative rightr to this design document
2x12 P.T. �7V. YELLOW PINE � , � , _ �i- . S..�� s 1 3 Ww :_ belong to Tad Anderson,Lee's Landscaping and
� �" ""� � �� ��� " d al o e this d
- - �" Design.No other indivi u r firm ma us raw-
EXISTING LEDGER � ' Y
�
m ,_ ing,or any copies of it,for pro�ect implementation or
��' � _'Z,?��'j, site improvement of any type without the spxifi_c,
USE JOIST HANGERS � ^.R� �'!-;�rlrFT� !?Y�� �� E �1
_ ___..____._ _ &�[,a!ritt€�R��m�s�iQa ef rh��i9n€r.
JOISTS� 76�� �.C. �� �� � These designs and theii copyright are covered by and
� subject to protection under the 1990 U5.Architectur-
al Works Protedion Act.The intention of this drawing
is to depict the conceptual,proposed-potential land-
POSTS & FOOTINGS� scape settings or construdion settings for this proper-
ty. This is not intended as a construction drawfng for
P.T. 6x6 ' EXISTING PORCH bidding uses and it may not 6e used under any cir-
cumstances for bidding purposes by other contracting
HELICAL PIER FOOTINGS �, and installation firms or by the property owners
i�NTlAI_ N{L� withput thespecific,prio�written germission of the
��":IOS:3d fioor arq r�,,; ;..�:�(i111+3, O; 'azed sides of I�nciinns Pf design_er. This is a lega�document.
�;�ips, ��a�conies, �ecks or��rch� �re r.��re thar ;
;�.r,r ffuC)(�i�,'�Citi�i, ff_'l{:::{:.' :.� C" �1 �:iifilli'i . ^�' -
. ..i r}i:ar;'�•:it., rU�..+ h-:r.�-' lil::' -1'}c� C�f ;' - _ -
Ifl = � ' �
HOUSE WALL =
1��GK �L�1�1 =
1 /4" - 1 '-O" UPPER LEVEL =—
SLIDING DOOR
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Ex�S��ng PQ�'�h Project:
Posts & New Deck Replaces Existing BRUCE & DALE
Footings � . :
WFORD
� � •'AZEK Rail•• RESIDENCE
(To Remain) : , ' 36" HIGH RAILING
� � 4" MIN. SPACING 455 sussex I�ine
" '� ' � � Orono, MN 55356
. ,• (952) 249-0603
: DECK LAYOUT I'LAN
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� �� � �.� . . � . �pyriqht Lee's Lndscaoinq and Design.Inc
- . . • � . - . . ' ' � � All Rights are Exdusively Reserved. The entfre owner-
� - ship and all creative rights to this design document
belong to Tad Anderson,Lee's Landscaping and
Design.No other individual or firm may use thiz draw-
Existi ng ing,or any copies of it,for projed implementation or
site improvement of any type�1�[ig,s�gj(j�
PO�� STEPS TO rP iOr � en peS[P��SIQIl91/t�e�eSiflOgr.
These designs and their copyright are covered by and
GRADE 5ubjxt to protedion under the 1990 U.S.Architedur-
� � ', al Works Protection Act.The intention of this drawing
at Poreh Ex�st�ng � , ;stodepidtheconceptual,proposed-potentialland-
scape settings or construction settings for this proper-
. Ty. This is�ot intended as a construdion drawing for
P��e� . bidding uses and it may not be used under any cir-
7 ,, cumstance:for bidding purposes by other contrading
� � ��� � � � and installation firms or by the property ownerz
�/ � � w�thout the specific,prior,wr�tfen permission of the
p� PO�C� designei This is a legal document
` , New New
��� Y �TIO� GRADE
��GI1�lG ��ST ' ' '
1 /4�� = 1 �—O�� HELICAL PIER FOOTINGS
Established in 1962 1NVOICE N0. 57058
�..�� �������� �o������, ���►. F.B.NO. s73-o�
LAND SURVEY�I�S SCALE: 1 " = so�
REGIST�RED 1JNDC+R THE LAWS UF' STATE �F MINN�SOTA o Denotes Iron Monument
7�01 73rd Avenue North 612-680--3083 O penotee Wood Nub Set
FeY No. 660-3622 tor excavatlon only
�llnneapolfe. llluneeota 6�428 x000.0 Danotea Exlattnq Elevatlon
(' \ � 9�,��lI r'U�1�ix r'� �F r f t�Y r tt�Y ��o Denotes Propoaed Elevntlon
� ...�--�— Denotee Surface Dralnage
� ?`�. NOTE: Proposed grades ore eub ject
' I � �Y �D� �� to roautta of aoll teeto.
i ,
Proposed twilding (nformation
; muet be checkad wlth approved
�� Property located in SeCtion building plan and development or
� � � 4� Township 117� Range 23� grodtng plrn bafore excavotlon
, � Hennepin Coimty, Mirulesota and ca,struction.
q��'� Propoaed Top of Btock
��� \ ��1•�L Proposed Garo9e Fioor
9 � � ���'�' Proposad Lowest Fioor
Q � Type of 8ulldkig
'� � �y7.5 K v L� `�A�M�-�1's" .
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`9�1 �lTlt-/� �/�'d/r�� ,\ NO2E: Builder to varify flood information
� � from cit before construci:ion.
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; ` � � EXISTING PORCH
� � (REMAINS) ����3
•� �, � 14' x 14' ���
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1,� --��,4' WIDE STEPS y�. �� � r '
�s � �TO GRADE � �985. x�"� 3�y,� .
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��� �; 66.5� � 13, �`� ���' /l ��
� �' EXISTI $i.� � ��� ;� ��� .
' 84.��9� � HOUSE ��. \ '..� �.oj,
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c" ' ` ' �`'' DECK REPLACEMENT
`� , '�� 9��•� , ,. ,.
� ���'3 �1 9��7 . % 9�5t BRU� & DALE CRAWFORD
: 1�';EXI5TING DECK �S�� / �' � fi/� Orono,SMN 5356
- �Sc STEPS ` �
` '� tQ BE REPLACED WITH NEW ' �% (952) 249-0603
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��� ��TY OF ORONO
�` ;"; � SlTE PtAN GR�►DING PJ.�N
� -' S_�APPF�UVE�--OcCt¢- 2�-a,c.e r
`, ,;;' +: ���:'qOV�`.�'�a :'�ITH ���,�1S1fjNS
;,�'' Cl p1��P t () ��D
�.. g.,�-. , ;// � BY —
Z.-'"� ci�� ,.l�'9r�,�¢ OAT� � �2��-�'► �-
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The only easemenis shown are from plats of`T��c�ti;;�dr intormation - . � �` -
provided by client. � �
We hereby certi(y ltiat this is a true ond correct representaUon of �
a survey of the boundarles o1 the above described Icuid and lhe � ""
locotion of ol) buildings and visibte encroachments, if ��ny, from or on Signed
said Iond. Cha-tea F, Andeteon, Allnn. Reg. No.21753 or
Surveyed by us ihis 26th dny of June ?� Gregory R. Prosch, �Atnn Reg No. 24992