HomeMy WebLinkAbout2003-P06825 - detached deck � � PERMIT
C I TY O F O RO N O Permit Number:
2750 Kelley Parkway - PO Box 66 P06825
Crystal Bay, Minnesota 55323 Permit Type: a��essory smz�cures
(952) 249-4600 Date Issued: ioi�izoo3
SITE ADDRESS: 2824 Casco Point Rd
Wayzata,MN 55391
P I D: 20-117-23-3 2-0006
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential
Buildin Census Code 329
Pernut Class: g
Permit Type: Accessory Structures Pernut Sub-type(s): Deck-Detached
DETAILS:
Approved per resolution#:
Separate pernuts required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 139.25 Valuation: $ 6,900.00
Plan Review Fee: $ 90.48
State Surcharge Fee: $ 3.95
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TOTAL FEE: $ 233.68
APPLICANT: Owner/Self OWNER: Mark&Patricia Thompson
MN 2824 Casco Point Rd
Wayzata MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY O��ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE
Copies: 1-File(Si�nitures Required). 1-Anplicant, 1-Monthlv Renorts, 1-Assessine, 1-Finance Page 1
� � PERMIT
CITY OF ORONO Permit Number:
2750 Kelley Parkway - PO Box 66 P06825
Crystal Bay, Minnesota 55323 Permit Type: a��essory st�uccures
(952) 249-4600 Date Issued: io���2003
SITE ADDRESS: 2824 Casco Point Rd
Wayzata,MN 55391
P I D: 20-117-23-3 2-0006
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential
Permit Class: Building Census Code 434
Pernut Type: Accessory Structures Pemut Sub-type(s): D ck-Detached
DETAILS:
Approved per resolution#:
Separate pernuts required:
i
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NOTICES/REMARKS: j
/
FEE SUMMARY: Pernut Fee: $ 139.25 Valuation: $ 6,900.00
Plan Review Fee: $ 90.48
State Surcharge Fee: $ 3.
TOTAL FEE: $ 233.68
APPLICANT: Owner/Self OWNER: Mark&Patricia Thompson
� 2824 Casco Point Rd
Wayzata MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICANTPERMITE SIGNATURE ISSUEDBYSIGNATURE
Cooies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Renorts, 1-Assessin�, 1-Finance Page 1
...
Total Fee: $ � `� �� ��'� Date Received: ��f-�;�5-�v�o3
Entered By: � 7 Permit#: �{�i Cv��S _
�>'l,.i l J-'�J'-, (�
CITY OF OR4N0 - BUILDING PERNIIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information) �
--------------------------------------------------------- -------------------------------------------------
;
TFiE APPLICANT IS: (circle one) OWNE R CONTRACTOR
JOB SIT'E ADDRESS: �� � 1-f �•�Sc i:� � !L�. ZIP: �j � :� �t �
�
NA1�ZE OF OWNER: l�/�-i�1C �- I 6�v�l'�z�%`� PHONE: (home�(��l , 5 � "�����`�
p - (work)
MAILING ADDRESS: �'�,X .��-( �-1�t5�v p' �- I'�� CITY: f�;��j'w;.�,/v ZIP: �� 3 '
CO\�TRA.CTOR: ��'f �- PHONE:_
COr�TACT PERSON: NIOBILE/PAGER:
M.4II,ING ADDRESS: CITY: ZIP:
ST�,T`E LICENSE: #
ARCHIT'ECT/ENGINEER: nv�1 �:' PHO�IE:
MAII�ING ADDRESS: CITY: Z�:
�J���; REGISTRATION#
TYPE OF WORK: New Addition Accessory Structure �
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detai�: ��,r��L � � � f� ���1���
STORIES: SQ. FEET OF EACH FLOOR:
NO. OF BEDROOVIS: ,�-_ � GARAGE STALLS: ATT. ,ti��2 DFT.
EST�1A'I'ED CONSTRUCTION VALUATION (excluding land): $ (f `%�' �"
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 and with
the State Buildin� Code; that I understand this is not a permit and work is not to start without a
perm.it; and that the work wi� be in accordanc with the approved plan.
- ,,
�� ���' ,��� DATE: �f , ��"U 3
APPLICANT'S SIGNATLTRE:� �;;�,
,
NOTE! Parade of Homes events require separate permit approval by Police Department and
City Counci160 days prior to the event. Non permitted events wi11 not be allowed.
5
..
Sec.13.04 RIGHTS OF SUB,TECTS OF DATA
Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section.
Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself
shall be informed of: (a)the purpose and intended use of the requested da[a within the collecang state agency,political subdivision,or statewide
rystem;(b)whether he may refuse or is legally required to supply the requested dara;(c)any lmown consequence arising from his supplying or
refusing to supply private or confidendal data;and(d)the idenary of other persons or enaoes authorized by state or federal law to receive the data.
This requirement shall not apply when an individual is asked to supply investigative data, pursuant to secdon 13.82, subdivision 5, to a law
enforcement officer.
The commissioner of revenue mav lace the norice re uired under this subdivision in the individual income taz or ro ertv tax refund
inscrucrions instead of on those forms.
Subd. 3. Access to data by indiridual. Upon request to a responsible authority,an individual shall be informed whether he is the
subject of stored data on individuals,and whether it is classified as public,priva[e or co�denrial. Upon his further request,an individual who
is the subject of stored private or public data on individuals shall be shown the data without any charge to him and, if he desires,shall be informed
of the contenc and meanin�of that data. After an individual has been shown the private data and informed of iu meaning, the data need not be
disclosed to him for six mondu thereafter unless a dispute or acaon pursuant to this secoon is pending or additional data on the individual has been
collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data.
The responsible authority may require the requesring person to pay the actual costs of making,certifying,and compiling the copies.
The responsible authority shall comply irnmediately,if possible,wich any request made pursuant to this subdivisio�,or within five days
of the date of the request,excluding Saturdays,Sundays and legal holidays, if immediate compliance is not possible. If he cannot compiy with
[he request within that time, he shall so inform the individual,and may have an addidonal five days within which to comply with the request,
excludinc Saturdays,Sundays and legal holidays.
Subd.4. Procedure when data is not accurate or complete. An individual may cootest the accuracy or completeness of public or
private dara conceming himself. To exercise this right,an individual shall notify in writing the responsible auchoriry describing the nature of the
disagreement. The responsible authoriry shall within 30 days either: (a)correct the dara found to be inaccurate or incomplete and attempt to nodfy
past recipients of inaccura�e or incomplete dara,including recipients named by the individual;or(b)noafy the individual that he believes the data
co be correct. Data in dispu[e shall be disclosed oniy if the individual's statement of disagreement is included with the disclosed data.
The determinadon of the responsible authoriry may be appealed pursuant to the provisions of the administrarive procedure ac[relaang
to contested cases.
DATA PRIVACY ADVISORY
In accerdance wi[h M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your
request for a permit or license from the City of Orono or any of its departments may require you to furnish certain
private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with o[her local, state or federal agencies to the extent necessary to
process the pemut or license.
4. If your requested permit or license requires Council action to approve, some information may become
public.
5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself.
6. Your full name is required to process this applica[ion or permit.
�'�- . -p ,�}i �,/'✓
First Middl�
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, '-f T ,�_,
Address
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Ciry State Zip hone
I understand my rights as stated above.
.
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Signamre
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CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: Z�2`{ �.s� Pcr� ,/'�•�
PID:
DESCRIPTION OF WORK: fJ u—z,t`
ZONING REV�W BY: i DATE APPROVED: �e- �� �3
BUII.DING REV�W BY: �,,,,, DATEAPPROVED: � � 3� �3
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes �/ No
pLAN REVIEW Yes ;/ No SEWF.R CONNECTION
STATE SURCHARGE Yes c� No WATF,RCONNECTTON
INVESTIGATION FEE Yes No PARK FEE
SAC Yes No STTEINSPECTION
Number of SAC Units OTHER (specify)
------------------------------------------------------------------------------------------------------------------
ZO��1G CHECK LIST zoning Districc:
Fire Department: Post Office: School District:
Lot Area: Sq.ft. 2�, �fiG�� t Acres , S� Width Depth
Survey Submitted: Yes�_ No Date of Survey: r�,,.. 1���
Proposed Setbacks:
Front (Lake): 7 y ' �' Right Side: G � � t
Rear (Street): 5S� + Left Side: $�� r
Adjacent Structures: �o Wetland: /ti�r`�
Building Hei;ht: Def. Hgt. c� •(C. Peal:Hgt.
Lot Covera�e: �Z . `�
Grading: Staff Approval Date: — By: Council Approval Date:
Septic: Staff Approval Date: � By:
Zoning File: # � Resolution: # Resolution Date: .
Shoreland Districr. U��
Av�. Setback: N 1 va Bluff Setback: /lJr v'4 I.ot Coverage: I 2• `�
Eeisting Proposed
Hardcover: 0-75'
75-2�0' ZZ- `� Z�• 3
250-500'
500-1000'
Hardcover Variance Required: Yes No_� Date of Council Approval:
REv1ARKS (in house): ,
7
BUILDING REVIEW CHECK LIST �
�C� _ ��'� CONSTRUCTION TYPE: '�[N
Sq Footage $ Per Sq Ftg
Basement R =
ls[ Floor x _
2nd Floor x =
Garage x _
R =
TOTAL
Estimated Construction Value: $ (,, =t c:� `'=
Inspections Required: �Vork Requiring Separate Permits:
S ite Plumbing Fire
Hardcover Removal Mechanical Water Connection
DC Footing Septic Sewer Connection
_�( Framin� Fireplace Lawn Irrigation
Insulation (Masonry) Other
Wall Board (Mfg.) Well (State Permit)
—�F�� Grading/Filling Electrical(State Permit)
Other
REI�IARKS (IN HOUSE): �-----�-
---------------------------------------------------------------------------------------------
REVTEW BY OTHERS: DATE:
Access: Existin� New
Access Approval: Date gy:
-------------------------------------------------------------------------------------------------------
RENIARKS (TO BE NOTED ON PERMII�:
. g .
, . HARDCOVER CALCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500'
EXISTING HARDCOVER IN ZONE
A. House- � X �`�� � ����
Length Width �
_ � ,�� , z , � _ ��✓ S.F.
� � � ,s � x = � ,' S.F.
<�
z ` = S.F.
B. Garage x = S.F.
C. Driveway x = ��J,��;- S.F.
x = �c� C, S.F.
D. Sidewalk x = ' �? ;, S.F.
x = S.F.
E. Patio/Deck x = S.F.
z = S.F.
F. Lanriscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
Or Fabric
G. Other ��!, .r}4; ,���. x = S.F.
TOTAL HARDCOVER IN ZONE - r S.F. A
TOTAL PROPERTYAREA INZONE - S.F. B Z3�YOS
�q �^ — B ^ r , x 100 = t..> ;:. % ZZ.5
PROPOSED HARDCOVER IN ZONE
A. House x = " S.F.
Length Width
X - — .. S.F.
�
� � 'i x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x = S.F.
x = S.F.
D. Sidewalk x = S.F.
x = S.F.
E. Patio/Deck x = ' S.F.
x = �C p S.F.
F. Landscape _r = S.F.
Underlain x = S.F.
By Plasti c x = S.F.
Or Fabric
G. Other x = S.F.
TOTAL HARDCOVER IN ZONE - S�:F. A
TOTAL PROPE'RTY AREA IN ZONE - '�--....� '� S.F. 3 Z 3,N°5
A J — B 1 ! x100 = � �L 3
� nVl��c vcNv. �i ��
)5 ANNAPOLIS LANE, PLYMOUTH, MN 55441
i3) 509-9590
u Sep 04 10:47:23 2003
e materials for this project wil� cost�6965.71
aRK THOMPSON
: DECK
3673
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i05 ANNAPOLIS LANE. PLYMOUTH, iVl�l 5544"�.
'63) 509-9590
hu Sep 04 10:47:23 2003
he materials for this project will cost �6965.71
IARK THOMPSON
l4 DECK
63673
�eck Layout
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.3) 509-9590
a Sep 04 10:47:23 2003
e materials for this project will cost $6965.71
�RK THOMPSON
GDECK
3673
;ck Dimensions for Deck 2
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Dec}: � _ 3� y� �� _ 10' _" — _
10' 1"
-� _}� _
1-� ' �
?� ' i '
L�oist Spacing = �6 in. r_:.�-.
g�'u���r Spacincl =
3 3/�i"
Toe Snac'na = 3 3/4"
Raii;nq Heiant = 36
��
The Home Depot#2808
1705 ANNAPOLIS LANE, PLYMOUTH, MN 55441
(763) 509-9590
9(4/2003
MAR{<THOMPSON
9/4 DECK '
163673
Materials for Deck:
Use Description
Qty UOM SKU ------------------
------------------------------------------------
2g2 EA 334697 Baluster 2X2X421N 1 E BEV BALSTR
25 EA 161451 Beam 2X10-8FT. N0.2 PT SYP .40
2 EA 161532 Beam 2X10-12FT. N0.2 PT SYP .40
1 EA 184961 Beam 2X6-8FT. N0.2 PRIME PT SYP .40
10 EA 161624 Beam 2X10-16FT. N0.2 PT SYP .40
138 EA 167136 Decking 5/4 X6-12FT. GREEN STK CEDAR DECKING
g EA 731934 Decking 5/4 X6-16FT. GREEN STK CEDAR DECKING
6 EA 392960 Decking 5l4X6X8 TREATED Y/P STD/BTR DECKING
V To Rail 2X4-10FT. GREEN STK CEDAR S4S
17 EA 351636 H jo Rail 5/4 X6-8FT. GREEN STK CEDAR DECKING
23 EA 167055 Joistp 2X6-8FT. N0.2 PRIME PT SYP .40
1 EA 184961 Joist 2X10-16FT. N0.2 PT SYP .40
28 EA 161624 Joist 2X10-8FT. N0.2 PT SYP .40
g EA 161451 Joist 2X6-10FT. N0.2 PRIME PT SYP .40
2 EA 184962 Joist 2 X 10 10'#2 SYP .40
7 EA 745929 �oist 2X10-12FT. N0.2 PT SYP .40
19 EA 161532 Post 6X6-8 .60CCA SYP #2
2 EA 413329 Post 4 X 4 10'#2 SYP .40
1 EA 162833 Post 6X6-10 .60CCA SYP#2
2 EA 471484 post 6X6-12 .60CCA SYP #2
5 Eq 413348 Railin Post 4X4-8FT. GREEN STK CEDAR S4S
24 EA 264784 g 2X10-8FT. NO2 PT SYP .40
1 EA 161451 Stair Stringer 2 X 10 10'#2 SYP .40
4 EA 745929 Stair Stringer
4 EA 161624 Stair Stringer ZX10-16FT. N0.2 PT SYP .40
5 EA 167055 Tread 5/4 X6-8FT. GREEN STK CEDAR DECKING
12 EA 167136 Tread 514 X6-12FT. GREEN STK CEDAR DECKING
V To Rail 2X4-10FT. GREEN STK CEDAR S4S
21 EA 351636 P
2x6 Joist Hanger 2X6-JOIST HANGER
g EA 462152 4x4 Post Cap Brkt 4X4-POST CAP
39 EA 461644 6x6 Post Foot Brkt 6X6 ADJUSTABLE POST BASE
39 EA 164471 BalusterScrewGreen GREEN 5LB 2 1/21N DECKMATE DECK
3 CA 735002 SCRW
8 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1l2 X S
Beam Nut HEX NUT GALV 1/2
8 EA 538892 geam Washer FLAT CUT WASHER GALV 1/2
g EA 538981 Concrete Deck Block 4-WAY DEK BLOCK
43 EA 340721 Deck Screws3inGreen GREEN 5LB 31N DECKMATE DECK SCRW
8 EA 735003 Hanger Nails 2x6 10D JOIST HANGER NAILS-150PK
1 PK 462810 Joist Framing Nails 16D 3-1/2" HOT GALV BOX 5 LB
2 EA 454141 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8
96 EA 544208 Rail Post-Nut HEX NUT GALV 1/2
96 EA 538892 Raii Post-Washer FLAT CUT WASHER GALV 1/2
96 EA 538981 Ste Screw Green GREEN 5LB 2 1J21N DECKMATE DECK
1 EA 735002 p SCRW
--------------------------------------------------
The total cost of in stock materials is $6965.71 plus tax.
This estimate was created on 9/4/2003 and is valid for 3 business days.
Parameters from UBC.cod parameter file.
Parameters used for Deck 1: 60 psf live load.
Parameters used for Deck 2: 60 psf live load.
Parameters used for DecK 3: 60 psf live load.
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ne home uepot��uuu
705 ANNAPOLIS LANE, PLYMOUTH, MN 55441
'63) 509-9590
hu Sep 04 10:47:23 2003
he materials for this project will cost$6965.71
1ARK THOMPSON
14 DECK
63673
�eck Dimensions for Deck 3
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�7oist SP�cing = 16 in. o.c. ___u � _____ __
Baluster Spacing = � �%�°
Toe Spacing = 3 3/4"
Railing Height = 36"
!.NARNING:
THIS IS NOT A FINAL DESIGN PLAN. VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTUR
CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE
DESIGNE BE SURET O CHEGK A�ND VERI�FY THE�DES GAN WI HLYOUR LOCAL ARCHI�ECT AND BUILDIONG HIS
INSPECTOR.
ALL OUTPUT SHOULD BE EXAMINE�D BY A QU�A LFIED PROBESSION�AL TO DE�TERMINE IF THEY ARE ROGRA .
REASONABLE AND ACCURATE.
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-he Home Depot#.2808
705 ANNAPOLIS LANE, PLYMOUTH, MN 55441
�763) 509-9590 � �
�hu Sep 04 10:47:23 2003 �
"he materials for this project will cost $6965.71 � ' �`
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�IARK THOMPSON '
,l ' ,;
�/4 DECK ,, , �, �
63673 �
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_. _J
_:_ .._,__.__.
�2 C rC � - �� � .
_ 14 ' _ - _ _ _ _ 1_
� � _
1 �l _ ._ _ -----. _---..__.._ �}
28'-------- _ _ ___ __ _ _
•;r � . C_� ✓�:: � :'(.�
�oisL Spacing = 16 in. o.c.
?aluster Spaciny = 3 3/4"
�oe Spa�ing = 3 314"
:a_i ir.g Height = 36"
Step Width = 47 25/32"
Step Height = 28 3/4"
Step Rise = 6 7/8"
Step Run = 11"
Stringers = 2X10 .40 Treated Southern Pine No. 2
Risers = 5/4X6 Treated Soufhern Pine Standard
Treads = 5/4X6 -Wesfern Cedars No. 2
Railing 5:
Railing Height= 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Railing 6:
Railing Height= 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Railing 7:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Railing 4:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
. The Home Depot#2808
. 1705 ANNAPC�LIS LANE, PLYMOUTH, MN 55441
(763) 509-9590
Thu Sep 04 10:48:29 2003
MARK THOMPSON
9!4 DECK
163673
Construction Specifications
deck 2:
Construction Method = Beam on Top of Post
Footing Type = Pier
Live Load = 60
Dead Load = 10
Decking Spacing = 0"
Joist Spacing = 16"
Beam Spacing = 131 1/4"
Post Spacing = 63 7/8"
Decking = 5/4X6 -Western Cedars No. 2
Beams = 2X10 .40 Treated Southern Pine No. 2
Joists = 2X10 .40 Treated Southern Pine No. 2
Posts = 6X6 .60 Treated Southern Pine No. 2
Deck Height = 30"
Diagonal Bracing = No
Deck Skirt = No
Joist Overhang = 0 3/4"
Beam Overhang = 0 3/4"
Decking Deflection Factor= 360
Joist Deflection Factor = 360
Beam Deflection Factor = 360
Pref Decking Size =
Pref Joist Size = 2x10
Pref Beam Size = 2x10
Pref Post Size = 6x6
Railing 8:
Railing Height= 36"
Baluster Spacing =3 3/4"
Toe Space = 3 3/4"
Railing 20:
Railing Height = 36"
Baluster Spacing = 3 3!4"
Toe Space = 3 3/4"
Railing 14:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Railing 2:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Railing 3:
Railing Height = 36"
8aluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Stair 3:
• Toe Space.= 3 3/4."
Railing 19:
Railing Height = 36"
Baluster Spacing = 3 3!4"
Toe Space = 3 3/4"
Stair 1:
Step Width = 72"
Step Height = 34 3/4"
Step Rise = 5 9/16"
Step Run = 11"
Stringers = 2X10 .40 Treated Southern Pine No. 2
Risers = 5/4X6 Treated Southern Pine Standard
Treads = 5/4X6 -Western Cedars No. 2
Railing 11:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Railing 10:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Railing 1:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Railing 9:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space =3 3/4"
The Home Depot#2808
1705 ANNAPOLIS LANE, PLYMOUTH, MN 55441
(763) 509-9590
Thu Sep 04 10:49:02 2003
MARK THOMPSON
9/4 DECK
163673
Construction Specifications
deck 3:
Construction Method = Beam Flush With Joist
Footing Type = Pier
Live Load = 60
Dead Load = 10
Decking Spacing = 0"
Joist Spacing = 16"
Beam Spacing = 59"
Post Spacing =48"
Decking = 5/4X6 Treated Southern Pine Standard
Beams = 2X6 .40 prime Southern Pine No. 2
Joists = 2X6 .40 prime Southern Pine No. 2
Posts =4X4 Treated Southern Pine No. 2
Deck Height = 30"
Diagonal Bracing = No
Deck Skirt = No
Joist Overhang = 0"
Beam Overhang = 0"
Decking Deflection Factor = 360
Joist Deflection Factor= 360
Beam Deflection Factor= 360
Pref Decking Size =
Pref Joist Size = none
Pref Beam Size = none
Pref Post Size = none
Stair 7:
Step Width =48"
Step Height = 28 3/4"
Step Rise = 6 7!8"
Step Run = 11"
Stringers = 2X10 .40 Treated Southern Pine No. 2
Risers = 5/4X6 Treated Southern Pine Standard
Treads = 5l4X6 - Western Cedars No. 2
Railing 21:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Railing 17:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
Railing 16:
Railing Height = 36"
Baluster Spacing = 3 3/4"
Toe Space = 3 3/4"
•e w� ' '
City of Orono
2750 Kelley Parkway
P.O. Box 66, Crystal Bay, MN 55323
9�2-249-4600
Decks
Building Permits are required for any deck or patio.
Frost Footin�s are required for any deck that is attached to a dewelling or garage that has a frost
footings.
Guardrails-All decks that are 30" or more above grade must be protected by a guardrail. Such rail
shall be 36" minimum in height. Open guardrails and stair railings shall have intermediate rails or
an ornamental pattern such that a 4" diameter sphere cannot pass through.
Overhan�na Decks - Joists should not overhang beams by more than two feet, nor should bearris
overhang posts by more than one foot unless a special design is approved.
Stairwav - If a stairway is to be provided, it shall be not less than 36 inches in width. 8" maximum
rise - 9" minimum run- 6'8" minimum headroom.
Handrails - Handrails shall be provided to all stairways having 4 or more risers (private residential
only). See page 5 for more information.
Live Load- All decks shall be designed to support a live load of 60 pounds per square foot.
Flashin� - All connections between deck and dwelling shall be weatherproo£ Any cuts in exterior
finish shall be flashed or caulked.
Joist Han�ers - Header joists more than six feet long and tail joists over 12 feet long shall be
supported by approved framing anchors such as joist hangers.
Wood Required-All exposed wood used in the construction of decks is required to be of approved
wood of natural resistance to decay(redwood, cedar, ect.)or approved treated wood. This includes
posts, beams,joists, and decking.
Special Desi n�Note - Some deck designs may not be appropriate should the placement of a screen
porch or 3-season porch on the deck platform be a future consideration.Porch setback requirements
are not the same as deck setbacks.
Required Inspections:
1. Footin�s - After holes are dug, but prior to pouring of concrete.
2. Framin - Prior to laying decking. Framing inspection may be done when
deck is complete if deck is not enclosed underneath.
3. Final - When deck is completed.
. , � ?.
� � ��� � �
� � � � � �
� � �
. E . . _.�----�___ ---- . .. _ ; : _ _ _.. �_�--•---...:-
� E � Rail
� •� ��- � ---�---- ;
� - - . �- � .
� . 4"' Maximum . _..-• ' .
� ., . � . .
``' ' - •- -� • • •. . .�, ...
' POSt
. �'� 11 au or r as any
cuts in .siding
�
. � JOIST See joist :span table Ledger to be
BEqM for sizing joists same size as �
DECKING See beam . Joist size.
l " up to 24" `span span LEDGER
2" over 24" span Sdbin9fo � �o�sts shal�i rest on both DE7AILS Instail ledger�
' pm ° with 1ag bolts
• bea:�s. tha t penetra te
- � � 2-1/2" bolts. wit � into rim joist
� washers (3-l/2" ' or wall studs.
bolts if beam ' �
ALTERNATE members are 2x10
BEAM D�TAIL or larger)
,
POST ,
4 x4" up to 12'-0"
beam span or 14'-0° � � �u������� � ine
post length, 6"x6"
��r these lengt�is. Pin or other .Grade
approved fastener ` �
� �
AL •
E .. . Concrete � �
Backfill material
•� � , �i er
�
� ; � � Wood ,pos t
.
8" Minimum
� .' '
.-• -
..
''� �, g�� ;4:;-� Poured concrete footing
,. e
• �� J, n-
� �
FOOTING ALTERNATE
FOOT I�!G DETA I L
� NOTE: ALL MATERIALS USEO fOR POSTS, JOISTS, BEAMS, AND DECKING SHA�� BE OF
APPROVED WOOD OF HATURAL RESISTANCE TO DECAY OR APPROVED TREATEO WOADo
. �. ' .
' � ���'�0� D�.��KS - SAI�PLE CALCULATIOFIS FOR USI1;G THE SPAN iABLE
a —� C�se I Solution: Rerer to taole for jcist and beam sizes .
� Example: a = 12' , Post Spacing = 8'
P,efer to the span table. Joist size nay be either. 2x8` s 12" O.C.
or 2x10's 16" O,C. Beam size may be either 3-2x8'x or
� 2-2x10's.
Case Ii Solution: Use ."a" �or jois� si�� and "a" T "b"
to
� —� b deternine beam size (The iength or" °b" is restricte-� by
! 4 '��J both the 1 eng th of "a" ar,d the s i ze or" the j o i s ts) .
I �
� cx�:-�ple: a = 8' , b = 2' , Post Sp�cing = 10'
, rind the joist size reyuired �y �GO{cl�G under 8' on the
I table. Joist ler.ath is indicated as 2x6' s l6" O.C. or
j Zx2's 24" O.C. ror sizir,y tne bear, use a joist iength o�
; 10' (8' � 2` = 10' ) ard a pos� spacing o` 10' . The ta ble
. indicates that 4-2x8 ' s cr 3-2x10' s are required for tne bear�.
Case III Solutior: Use "a" or "b" , whichever is oreater, �o
deterrnine jois� S1ZE. ��Sc ��d�� * •��5�� �0 dete�ine th� 51Ze
�� Bea,� �ao. 1 ard use jois� ieryth "o" to det�rnine the
i � � size or" Beam No. 2. •
�-- ��---r-� _
� �xample: � - 6' , b = 7 ' , Post Spacing = 9 ,
, � .
( ' The joist length (7 ' ) is d2tF ,,,ined hy the loroest suan joist
("b") . The table indicates tn�t 2x5's 16" O.C, or 2xo ' s 24" Q.C.
i zre required for a 7 ' sp�n. For B��:�� No. 1 , use ;;oist ieneth
` 3e�:;� i Rean 2 -
o` 13 ' (6` L 7 ' = 13 ' ) ar,d pos� spac�ng of 9' , ihe tahle
i zndicates that 3-2x10' s cr 2-2x12's are required for 5eam P;o. l .
For Be�� iio. Z use joist length of 7 ` with a post swaEing of
9 ' . The table indicates tF,at 4-2x6's or 3-Zx8's are
required for Beam ho. 2. --
� Case IV Solution: Use "z" or "b" , wnichever is greater , to
de�ermine �O15t SiZ?. �S� '�c�� T ��b° �Q determine tf�E' S1Z�
of Beam Ko. 1 and "b" T "c" to Geternine the size of Bezm �+o . 2.
(Tne leng�n of °c" is restricted by betn the ler,gth of "b"
an� the size of the jois:) . �
a b I c
I txample: a = 7' , b = 8 ' , c = %` , Post Spacing = 12 '
� - . _ .
- The longest joist span is 2 ' ; �herer"ore, the table indicates
that ?�c5's 16" O.C. or 2x8's 24" O.C. are required. For
� No. 7 No. 2 Beam Ho. 1 , use jois� lergth oT 15' (7 ' � 8' = 15' ) and
3eam Beam post spacing o` 12' . The �able indicates that 3-2x12 ' s are
required for Eeam �,o. l . ror 3eam t�o. 2, use joist length of
. � 70` (8' + 2' = 10' ) and post spacing of 12' . The table
. �ndicates that 3-Zx10's cr 3-2x12's ar.e required, for
. Beam Ho. 2. � .
t�OTES : Post size must be adequate to provide full beam bearing, ie. , �one-member� and
two-m enber beams r�ust be placed on a 4x4 post, three-member beams must be
placed on 4x6 or 6x6 posts, and four-meriber beams must be p)aced on Sx8 posts.
Most of the boxes in this tabl�e contain two optional means of .support. �tood..
mgnbers may be increased above those indicated in the table, bu� in no event
mav lesser members be used.
` •
. JOIST' L�NC�?`H . .
t - �
� 6� 7" 8` 9' 1D' ll' 12' 13' 14' ].5' 16'
JOIST 2x6 16"OC 2x6 16"OC Zx8 16"OC 2x8 16"OC 2x8 16"QC 2x8 12"OC 2x10 16�'OC 2x10 12"OC .
4, 3IZE 2x6 24"OC Zx8 24"OC 2x8 24"nC 2x10 24"OC 2x10 24"�C 2x10 24"nC 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC
BEAM 1 - 2x6 1 - 2x6 1 - Zx8 1 - 2x8 1 - 2x8 1 - 2x8 1 - 2x10 - 2x 0
- SIZE 1 - 2x6 1 - 2x8 1 - 2x8 1 - Zx10 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x12 1 - 2x10 1 - 2x12 1 - 2x12
JOIST 2x6 16"QC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"OC 2X8 12"OC 2x10 16"OC 2x10 12"OC
� 5, SIZE 2x6 24"OC 2x8 24"OC 2xfi 24"OC 2x10 24"OC 2x10 24"OC 2x10 24"QC 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 lb"OC 2x12 16"OC'
. BEAM 2 - 2x6 2 - 2x6 1 - 2x8 1 - Zx8 1 - 2x8 1 - 2x8 1 - 2x10 1 - 2x10
SIZE 1 - 2x6 i - 2x8 1 - 2x8 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x12 1 - 2x10 1 - 2x12 1 - 2x12
JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"OC 2x8 12"OC �x10 16"OC 2x10 12"OC
6, SIZE 2x6 24"OC 2x8 24"OC 2x8 24"OC 2x10 24"OC 2x10 24"OC 2x10 24"OC 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x)2 16"OC 2x12 16"OC
BEAM 2 - 2x6 2 - 2x6 2 - 2x8 2 - 2x8 2 - 2x8 2 - 2x8 2 - 2xlU 2 - 2x10 2 - 2x10 2 - 2x10
SIZE 2 - 2x6 1 - 2x8 2 - 2x8 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x12 1 - 2x12 1 - 2x12 1 - 2x12
JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2xB 16"OC 2x8 16"nC Zx8 12'�OC 2x10 16"OC 2x10 12"OC
�, SIZE 2x6 24"OC 2x8 24"OC 2x8 24"OC 2x10 24"OC 2x10 24"OC 2x10 24"�C 2x10 16"QC 2x12 24"OC 2x10 16"OC 2x1Z 16"OC 2x12 16"OC �
BEAM 3 - 2x6 3 - 2x6 2 - 2x8 2 - 2x8 2 - 2xa 3 - 2x8 2 - 2x10 2 - 2x10 2 - 2x10 2 - 2x10
S1ZE 2 - 2x6 2 - 2x8 2 - 2x8 Z - 2x10 2 - 2x10 2 - 2x10 2 - 2x10 1 - 2x12 p - 2X�2 p _ px�2 2 _ Zx�2
v JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"OC 2x8 12"OC 2x10 16"OC 2x10 12"OC
� g, SiZE 2x6 24"OC 2x8 24"OC 2xf3 24"OC 2x10 24"OC 2x10 24"�C Zx10 24"OC 2x10 lb"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC
�' BEAM 3 - 2x6 3 - 2x6 3 - 2x6 3 - 2x8 3 - 2xF3 3 - 2x8 3 - 2x8 Z - 2x10 3 - 2x10 3 - 2x10 3 - 2x10
U SIZE 2 - 2x8 2 - 2x8 2 - 2x8 2 - 2x10 2 - 2x10 2 - 2x10 2 - 2x10 2 - 2x12 2 - 2x12 2 - 2x12 2 - 2x12
aJOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"nC 2x8 12"OC 2x10 16"OC 2x10 12"OC
� 9, SIZE 2x6 24"OC 2x8 24"OC 2x8 24"OC 2x10 24"OC 2r.10 24"OC 2x10 24"nC 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC
BEAM 3 - 2x6 4 - 2x6 4 - 2x6 3 - 2x8 3 - 2x8 3 - 2x8 4 - Zx8 3 - 2x10 3 - 2x10 3 - 2x10 3 - 2x10
SIZE 2 - 2x8 3 - 2x8 3 - 2x8 2 - 2x10 Z - 2x10 2 - 2x10 3 - 2x10 2 - 2x12 2 - 2x12 2 - 2x12 2 - 2x12
~ JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2xQ ]6"OC 2x8 16"OC 2x8 12"OC 2x10 16"OC 2x10 12"OC
�� �, S1ZE 2x6 24"OC 2x8 24"OC 2x8 24"OC 2x10 24"OC 2x10 24"(1C 2x10 24"OC 2x10 lb"(1C 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC
BEAM 4 - 2x6 3 - 2x8 3 - 2x8 3 - 2x8 4 - 2x8 4 - 2x8 4 - 2x8 3 - 2x10 3 - 2x10 4 - 2x10 4 - 2x10
� SIZE 3 - 2x8 2 - 2x)0 2 - 2x10 3 - 2x10 3 - 2x10 3 - 2x10 3 - 2x10 2 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12
JOISt 2x6 16"OC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"OC 2x8 12"OC 2x10 16"OC 2x10 12"OC
ll, SIZE 2x6 24"OC 2x8 24"OC 2x8 24''OC 2x10 24"OC 2x10 24"OC 2x10 24"(1C 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC
BEAM 3 - 2x8 3 - 2x8 4 - 2x8 4 - 2x8 3 - 2x10 3 - 2x10 3 - 2x10 4 - 2x10 4 - 2x10 4 - 2x10 4 - 2x 0
SIZE 2 - 2x10 2 - 2x10 3 - 2x10 3 - 2x10 2 - 2x12 3 - 2x12 3 - 2x12 3 - Zx12 3 - 2x12 3 - 2x12 3 - 2x12
JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2xfi 16"OC 2x8 16"OC 2x4 12"OC 2x10 16"OC 2x10 12"OC
�, SIZE 2x6 24"OC 2x8 24"OC 2x8 24"�C 2x10 24';OC 2x10 24"OC 2x10 24"OC 2x10 16"OC 2xi2 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC
4EAM 3 - 2x8 4 - Zx8 4 - 2x8 3 - 2x10 3 - 2x10 4 - 2x10 4 - 2x1Q 4 - 2x10
SIZE 2 - 2x10 3 - 2x10 3 - 2x10 2 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12
JOIST 2x6 16"OC 2x6 16"OC 2xQ 16"OC 2x8 16"OC 2x8 .16"OC 2x8 12"OC 2x10 16"OC 2x10 12"OC
�, SIZE 2x6 24"OC 2x8 24"OC 2x8 " 2x10 24"OC 2x10 24"OC 2x10 24"f1C 2x10 16"OC 2x12 24"OC• 2x10 16"OC 2x12 16"OC 2xi2 16"OC
BEAM 3 - 2x8 4 - 2x8 3 - 2x10 4 - 2x10 4 - 2x10 4 - 2x10
SIZE 3 - 2x10 3 - ?.x10 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x10 3 - 2x12 4 - 2x12 4 - 2x12 4 - 2x12
JOIST 2x6 16"OC 2xG 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"OC 2xf3 12"OC 2x10 16"QC 2x10 12"OC
ly, SIZE 2x6 24"OC 2x8 24"QC 2x8 24"OC Zx10 24"OC 2x10 24"�C 2x10 24"(1C 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC
4E�M 4 - 2x4 3 - 2x10 4 - 2x10 4 - 2x10 4 - 2x10 ENG. BEAM ENG. BEAM
SIZE 3 - 2x10 3 - 2x12 3 - 2x12 3 - 2z12 3 - Zx12 3 - 2x12 4 - 2x12 4 - 2x12 4 - 2x12 REQUIRED REQUIRED
�his table is based on the use of Ponderosa Pine No. 2 or better (treated for weather and/or ground exposure).
� . .
' � Acce�table Handrails - ali others must be approved by the
inspector.
11/," to 2" 1��2,; 11/�� �,�2„
MIN. to 2" MIN.
1'/2" ����� to 2��
MIN.
���• 3�/2"MAX.
,�
,�\2
�
�v CV
�
T O
\�c
r�C
NOTE:
OTHER SHAPES MAY BE ACCEPTABLE
IF THEY PROVIDE AN
EQUIVALENT GRIPPING SERVICE.
SEE THIRD PARAGRAPH OF
SECTION 3306 Q).
� NOT ACCEPTABLE
Handrails are required on interior and exterior stairs with 4
or more risers .
Handrails shall be placed not less than 34 inches or more than
38 inches above the nosing of treads . They shall be continuous the
full length of the stairs . Ends shall be returne�. or shall
terminate in newel posts or safety terminals .
The handgrip portion of handrails shall be not less than 1 1/4
inches or more than 2 inches in cross-sectional dimension or the
shape shall provide an equivalent gripping surface. The handgrip
portion of handrails shall have a smooth surface with no sharp
corners .
Handrails projecting from a wall shall have a space of not
less than 1 1/2 inches between the wall and the handrail .
5e� DATE TIME �
CITY OF ORONO CALLED IN �`�Jz!/0�
INSPECTION NOTICE SCHEDULED i �1 Z-�lc� /a:ic;
PERMIT NO. ��O�v$Z�-� COMPLETED
ADDRESS Z�b Z� CCLSC d }�' 1- '�..c�I
OWNER I�It-- TVI�`�C NTR. �
TELEPHONE N0. ( a 1 � 5�� - ��`%��
�
� SCRIPTION �-�-Gk- �� �7-1 �/' •
� 01 OOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOFIE/WETLANDS
y 3 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 \ BING FINAL 36 FOUNDATIOWREMOVAL
� OWNE ONTRACTOR TO MEEf YOU:�YES_NO f,�-
� COMMENTS: � ,��%n�" C� G�-►"'�'-� � rn�' � �"
a e5� �-� �2. � S r eo�rr�
J � ��,
O `
� - � _�,.T� � �j� t A ) l�� � �-'�'�-.
O
�
W
�
Q
�
Z
W
�
W
�
�
d
W� WORKSATISFACTOAY:PROCEED ❑ PROJECTCOMPLEfE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION RE�UIRED.CALlTO ARRANGE ACCESS.
Call for the ext inspection 24 hours in advance. (g52) 249-4600
OwnerlCon site:
Inspector.
White Copyllnspector's ile Canary CopylSite Notice
� �
�� AT TIME
CITY OF ORONO CALLED IN �_
INSPECTION N TICE � SCHEDULED / - I--� //:dl�
PERMIT NO. ZS COMPLETED
ADDRESS a�7' �.KSG4 p� ��-
0����OyYH'J'JlJri� CONTR.
TELEPHONE NO. _ ��� S�I ��-s7
� DESCRIPTION /''�2� " �P�• ���
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAI
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS INAL 14 SEWER HOOK-UP 06 PROGRESS
� DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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� ❑ RKSATISFACTORY:PROCEED PROJECTCOMPLETE
W CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REOUIRED.CALLTO ARRANGE ACCESS.
Call forthe�next inspection 24 hours in advance. (952) 249-4600
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