HomeMy WebLinkAbout2018-00503 - new structures ./����-
CITY OF ORONO � �
BUILDING PERMIT APPLICATION / '(`�/��
FOR NEW STRUCTURES OR ADDITIONS
�O�O Mailing Address: Permit number: � ' (,►�• �
PO Box 66
Crystal Bay, MN 55323-0066 Date received: a
StreetAddress:' Received by: �
y � 2750 Kelley Parkway Plan review fee: � ��
F
�qk�s�o��,�' Orono, MN 55356 �Qr�_�Cc-�(.J
Main: 952-249-4600 Total Fee: �
Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION: ' � �� "
Job Site Address: (pJ�� ��7L+'Gvrs� C0.1�-fi
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes No
If yes,a special event permit is required with Police Departmenf 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-permifted events will not be allowed.
CONTRACTOR/APPk I,C. ANT INFOR ATION:
Name: /�d►'"�i'� �,$� �LL
State License# � (o,3�'a-a—( Expiration Date: 3 j
Phone: (cell) ( (office 3•$'
Mailing Address: { , d Cit � ZIP: S.S
Contact Person: O � Applicant is: ontracto / Homeowner (Circle One)
Email and/or Fax: LLy�.�5���.}zYi ��,�
PROPERTY OWNER INFORMATION:
Name: /�d�--h7r-� l-f-Dme.� L�
Phone (day): �, -,S$'�j- �j
Address: d� $� N . D Cit : ZIP: s�� �
Email and/or Fax G h�-�-��cYr�,S �'.�L
ARCHITECT/ENGIN ER INFORMATION:
Name: ��� wnn: � s �.
Phone (day): 71i • 7 (�- l/ '
Address: C �� �0� Cit : � Z�P:ss'yY
Email and/or Fax: /n -
PROJECT INFORMATION: Description of project:
1.Type of Project 2.Proposed Use 3.Structure Type 4.Sewage Disposal�
Water Supply
�w Construction '�Single Family with ❑Accessory Bldg./Garage
ddition attached garage ❑ Deck ❑ Public Sewer
❑ ccessory Building ❑ Single Family with ❑Office/Commercial
❑ Relocation detached garage ❑ Residence �Private Sewer
❑Other:(specify) ❑ Multiple Family/Condo ❑ Retaining Wall(s)
❑ Public 4-feet or greater ❑ Public Water
"*Any earth movement may also require ❑Commercial ❑Storage
MCWD review 8�permits. ❑ Industrial ❑ arehouse �Private Well
Minnehaha Creek Watershed District(MCWD) ❑Other:(specify) ther(SpeCify
15320 Minnetonka Blvd
Minnetonka,MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.orq
Estimated Construction Valuation (excluding land) $ �, �bZ.�
�
Last Updated: January 2016
STRUCTURE INFORMATION:
1.Str cture imensio 1.Structure Dimensions(continued)
,J ��cr-� r�l�
a/Length(ft.)= � Number of bedrooms= 2. Occupancy: `� /
�
b.Width (ft.)= � � Number of garage stalls: �_
3. Occupant Load:
Areas in spuare feet Attached=
c. Basement= Detached= 4. Type of Construction: � �
d. 1 S'Story = [� /'
e.2nd Story= 5. Code Edition: (�J� '�/� �L/
f. '/z Story =
g.Total Area=
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
❑ ❑ Buildin Permit Escrow A reement and Fees
❑ ❑ Plan Review Fee
❑ Completed Application Form
❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/z x 11 set
❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ Survey—2 full size,to scale(meeting ALL survey requirements)
❑ Hardcover Calculations
❑ Septic S stem Certifcation
❑ Minnehaha Creek Watershed District(MCWD) Permit or
Documentation from MCWD statin no ermit is re uired
❑ Landsca e Walls and/or Retainin Wall Plans
❑ Stormwater Pollution Prevention Plan SWPPP
❑ � Access Permit
❑ ❑ Data Privacy Advisory Form
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: � " Date: !�����
�
Owner's Signature: � � � Date: �� � l�
Last Updated: January 2016
volp��: ��S ���O0000�
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: v r_ 1..1/n 1 1 Permit No.: ��� '�J�kJIJJ
Description of work: ^c��.�•►�I11� Date Rec'd: "1 �Z���6
.� ,�,�
Septic review by: Date Approved: ' J "
Zoning review by: �1I 1\� Date Approved: "�' �
Building review by: � Date Approved: � '� �� �
Grading review by: �� Date Approved: ✓ ' -�1
Zoning District: ` N� Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes No Resolution/NA
Zoning: Lot Area: � SF AC Width: Structural Coverage: ��SF %
Survey Submitted: �Yes 0 No Date of Survey: Revised date(?l:
Landscape plan submitted? 0 Yes Landscaper: 0 No/None proposed
Pro osed Setbacks:
Front(Lajr� Rear(Str t) � S E W ) ( N� E W ) Other Buildings Wetland
� Side l•8ide
�' I � I � (J c_.
Buildin Hei ht Anal sis:
Distance Between First Floor and defined Top of Roof(Se "building height" �a�
definition :
First Floor Elevation from buildin lans : (b) �,.
Hi hest Existin round level �
g g g (pe�ey)or 10' above lowest ground level, �
whichever is lower: / � � ,�
Difference befinreen b d c ": (d) �
DEFINED H.EfFHT
*If highest existing adjacent grade is above FFE-Height is(a)-(d): e)
*If hi hest existin ad'acent rade is below FFE-Hei ht is a + d
Shoreland District MCWD Permit Average Lakeshore Setback g�uff
Met?
s 1� No Permit Number: � 0 Yes 0 No /A � Yes o
,��-� 0 N/A-see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and s °/a and s
0 Yes No 0 Yes o
1 2 3 4 5 Type(s): Type(s):
Updated: June 2017
z:\forms�plan review checklist 06-2017.docx
Fees to be Char ed YES NO
Perrtiit
Plan Review
State Surcharge
Investigation Fee
SAC—Number af SAC Units
Other(specify)
• S uare Foota e $ er S uare Foota e
Basement X = $
1� Floor X = $
2nd FI00� X = $
Garage X = $
Estimated Construction Y�lue: $
Orono Inspections Required Work Requiring Separate Permits
Footing � Site � Plumbing 0 Grading/Filling
Poured Wall 0 Silt Fence/Erosion Control 0 Mechanical 0 Fire
� Foundation Survey 0 Hardcover Removal � Fireplace 0 Water Connection
� Framing 0 Other(specify) � Masonry , 0 Sewer Connection
� Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation
0 Foundation Waterproofing 0 Other(specify) 0 Landscaping
Framing 0 Septic �
Insulation
� As-Built Survey
Final
� Lathe Required State Permits
� Other(specify)
� Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
0 See Builder Acknowledgement Form _
� Prior to release of escrow money an as-built survey and hardcove�calculations must be submitted and approved.
k
Updated: June 2017
z:\forms�plan review checklist 06-2017.docx
Permit A�plication: Self-Checklist for Completeness
Please note, the applicant must initial in the boxes below to acknowledge the minimum required
information is included with the submittal. If not�the a�plication will NOT be accepted. Call
952.249.4620 to schedule a meeting with staff if you have questions on application submittal
requirements.
Completed Application
Plan Review Fee Paid
Signed Escrow Agreement & Escrow Payment
�
„ Building Plans (to scale) x2
�
Certificate of Survey (to scale) showing the proposed project &
meeting all requirements x2
Hardcover Calculations (if applicable)
/I am aware that Orono will not issue a building permit without a
copy of MCWD permits (or documentation from the MCWD stating
the proposed project does not trigger their permitting
requirements). I will contact the MCWD at 952-471-0590
regarding this project.
Signed by:
Address: �Q.Sd //�'/-��c��J� �O�/✓f"
Permit #:
Last Updated: January 2016
1
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Minnesoia Department of Labor end Industry ' Licensing and Cert(fication Services
Construction Codes and Lfcensing Division Phone: 651.284.5034 _
443 Lafayette Road N Email: DLI.License@state.mn.us `-
5aint Paul,MN 55155 � Website: www.dli.mn.govlccld.asp
_ •
�
NOTICES �
�1
NOT TRANSFERABLE NORTON HOMES LLC
CHANGE YOUR BUSINESS STRUCTUI�E 18215 45TH AVE N . '
SUBMIT A NEW APPLICATION FOR NEW ENTITY PLYMOUTH,MN 55446
STE D
RENEW OR REPLACE INSURANC�POLICY PLYMOUTH, MN 55446
SUBMiT NEW CERTIFICATE OF INSURANCE � �
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NOTI�Y THE DEPARTMENt OF.A CHANGE IN YOUR BUSINESS. '
'Failure�to do:so,subjects you to;administrative penalties of up to$10�000 : •. > �
. � --_ .. _ _ i
15-Day Notice Requirement=�Fnrrtis_avail�ble ohlirte=at_www:difmn.qov/CCLD/LicUpdate.asp = _ _ _ =� __ _
. Change fn business'physical=aadres�•ma�li�add��s��Shone number,or email address : - _ _ : = -
' • Change in control,o�tners,o�cees,�irecTo�s,member�,partners _ — = _ = : - _
• Change in busiPess'legal name and/ar assumed name ��
• ': Lossof.orchange.inQUALIFYINGBUILDER ; ;
• C,hange in general Ilability insurance or workers'compensation insurance coverage. '
,
4 `
Immedlate Notice Requirement—Notification to DLI in writing � �� �
• Judament Debtor A_licensed aor�tractor i�as 15 days to provide written notice of the finding ihat it ls found to be a judgment _
debtor:based upon conzl�ct re�uiringJce�sure = � ' - - ` - -
� • Bankruatcv Petition.�'-iled J�l�csnse�-cot��tractor has�5 tiays to provlde�iivritten notice that it ffledapetition�or bab_k'upt�y- _
= — _ - . ._ - _
• Convictlon Notice. Aficensedcontractor-Ti-as 10 days_to provide written notice that it has b�en found guilty of`a-fe ony gross
,--misdemeanor, misdemeanor or any comparable oifense related to the license, including convictions of fraud,
misrepresentation,_misuse of funds,theft,criminal sexual conduct,assaulf�`burglary,conversion of funds,or theft of proceeds
', in 1his:or any'otherstate or any other United States)urisdictlo.n.� ,
� �YOUR CERTIFICATE IS SELOW THE PERFORATION. SHOW CERTIFICATE WHEP�OBTAINING PERMITS.
_ �
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'� M�HN,�°Tr°,�p,�mTM�N�� _ _- __ RESIDENTIAL BLDG CONTRAGTORy ._-- --- � � =
,c ., LA.BOFt&INDUS'��Y '
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! ConshiicGon Cocles and Ucensing DNision Licensing_and CerliBcatlon$ervices 443 Latayette Road N S4 Psul,MN 55155
' ;V1lebsite.:,www dll mn:aov/ccld,asn Emall:tlli.license@stete.mn.us ° Phone; 851.284.5034
This is to c�rhfy;that the certificate holder is licensed as aRESIDENTIALBUILDINC3 CbNTRACTQR in the state of Minnesota and is in
compliance witli'iVtinneso�a Statutes 326B.8Q5,and may build residential real estate,contract or offer�to contract with an owner to build
residential real estate,and contract,or offer to-conhact with�n ovtner to_improve exisNng residential reai est�te,provided the = , _- __
responsible individual is at all h�ies a QUALIFY-ITIGBUI1�pER�arcd the�certificate holder n�aintains compliance wttli the requiresl gengral _ =
liability insurance,and worket��ongensafi�n 1avY� = -- _- _ =-�
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License : RESIDENTIAL BLDG CONTRACTOR
; f Lic yumtier,: BC63922i. NORTON HOMES LLC " e
'Eflectiv�pate : 04/01/2017 18215 45TH AVE N � t-
Expiration Date : 03/31,/2oi9 _, pLYMOUTH,MN 55446 °
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,i __ PLYMQUTHL�I11N 55446 _: ._ - - -
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VERIFY UP-TO-DATE STA�t15,B�?ND,-4i N6INSURI�NCE=INFQ'AT www.dlf.mn.aov/ccld/LicVeritv asp (Et�TER NUMBER)_, __ -
�oMo City of Orono
Hardcover Calculation Worksheet
yF �:* Property Address: 650 Pinehurst Court
l,�R, SHo�4,
Prepared By: Sathre-Bergquist Inc. Date: 1/18/2018
SB Job Number: 64685-005 Prepared By: JPR
Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1:PROPOSED HARDCOVER
In the following table,identify all items of proposed hardcover on the property,keyed by letter to
Certificate of Survey(survey must accompany this form).Include all existing hardcover items that are
intended to remain,as well as all proposed hardcover items that will be added. Use as many lines as
necessary to accurately depict proposed hardcover status of the property.For Tier 1 properties,identify
any features by letter which are split at the 75'setback line and calculate hardcover square footage
separately for each portion.
Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet)
(Example) (Garage) (24'x 30') (720 S.F.)
A House 3,479 S.F.
B Stoop 125 S.F.
C Deck 12'2"x 14' 170.4 S.F.
D Porch 194 S.F.
E Dine 12'4"x 9'4" 115 S.F.
F Driveway 2,911 S.F.
G Sidewalk 343 S.F.
H S.F.
I S.f.
J S.F.
K S.F.
L ' S.F.
M S.F.
N S.F.
O S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(i)Total Proposed Hardcover 7337.4 S.F.
Excludable Hardcover(See City Code Sec 78-1684):
C Deck 100 S.F.
S.F.
S.F.
S.F.
S.F.
(2)Total Excludable Hardcover 100 S.F.
(3)Net Proposed Hardcover[Subtract line(2)from line(1)] 7237.4 S.F.
(4)Total Lot Area 96,093 S.F.
Proposed Hardcover Percentage[(3)+(4)] 7.53% °r6
This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information
contrained herein;howeve�if any information is not consisteni with City Code,the Code provisions will prevail.
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AND 12"O.C.AT IMERMEDIATE SUPPORTS OF 1�"16 GAUGE STAPLES @ 3"/6"SPAGING. �' � -
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A.2r4 OR 2x6 STUDS SPHGED @ 16"O.G. a i �.. I �� m 3 � 1 4-19-18 Porch Added
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B.FASTEN ALL ROOF FR4MING TO TOP PLATES WIiH SIMP50N H2.5 CLIPS 0R EOUNALENi AND(3)Bd �i '�w�� `. ��' � . �� .
TOENAILS. � I�: R -" � --- .-I . .
C.ROOF SHEATHING:yz"STRl1CTURAL PANELSHEATHINGwI ed NAILS @ 6 O C AT PANEL EDGESAND 12 O C. ; � �I �, g M. � � � 7 '.
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CONNECTIONS AND LEDGER TENSION CONNECTIONS PER CODE � L LS � '- "' � �y�g
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MATERIALS i I. � _ ��"�� � I ,.�.. J �i b,ro'b I.
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TREATED LUMBER', SYP NO2 GR4DE OR BETTER , I � .. ¢� e �� , '� } .
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ROOF SNOW LOAD: 35 PSF I '�'' -.- - �. ` --' v ^. �i '°""°`'.•" �'�. ��'�;� '
ROOFDEADLOAD: 15PSF ' L_ ._____ � � ' � �-'" " �; � '��� � p �� / . I
FLOOR LNE LOAD�. 40 PSF �. � "'� ��
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FLOOR DEAD LOAD: 15 PSF � I ��, $ . I � 'r . " `^`�' I
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� REFERENCE PLAN
53 LOWERLEVELPLANSHOWNFOR
�MIN.LENGTH) LOCFTION REFERENCE ONLV
� -INDICATES EXTERIOF BRACED WALL PANEL rvl SNEATHING ON EXTERIOR FACE IN ACCORDANCE wl NOTE 2.PROVIDE
INCREASED FFSTENING REQUIREMENTS AS SHOWN BELOW.
(MIN.LENGTH)
� -INDIGATES INTEFIOR BRACED WALL PANELrv/GVPSUM SHEATHING BOTH FFCES WITH EITHER FFSTENER OPTION LISTED IN
NOTE3.SPACEDATa"O.C.PROVIDEINCREASEDFASTENINGREOUIREMENTSASSHOWNBELOW.
PqOVIDE TOP 8 BOTTOM OF WALI
CONNECTIONS SHOWN FOR
CONSTRUCTDINMG BRACEDWALLPANELSALONG
0-INDIGATES ENGWEEFEC WINL`RESISTING ELEMENTSTO BE CONSTRUCTEDAS SHOWN IN THE DETAILSHEETS. GONSTFUGT PORGH END ROOM END WALLAS INDICfTED PORTION OF WALL
WALL AS SHOW N IN bi�a .....SHOW N.IN2156
REPRESENTS ROOFTRUSSES � � � � � �
FIGUFE FASTENEDTOPLATES ! � � .
P6�2.10.8.23 rv/I3)BtlTOENAIL58 FL4T2x6 24"O.C. •• ...� ••N� • �` ,tl �--�
l 1 � ROOFTRUSS C° ��� — . . .� ..�� ,
SIMPSON H2.5 CIIP FASTENED TO (MIN.(3)PER BRACED "` '' "' w� �
FRAME2x4BOX PLATESwIetl WALLPANEL) ��z � ��J . `7
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AROUND SPPCE TOENAILS @ ' . = � ��' o Z '.
3
BETWEEN TRU55 wl BETWEEN qOOF .,, �� e �� � ¢Q �; ; ��., re �� � ������ �� -----w] -
TRUSSESNNILEO 6"O.C. TRUSSES �
SAMESHFATHING m�3 ��� m� i
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(318tlNAILSEACH �; • ���. ` •��'�.� • :� ¢�'�.3
WALL BELOW NAIL BOTTOM �
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ADEOUATEDEPTH D�EROTRUSS �410131"4i BRACED � (�FT� '" (SFT) ' �FF) �� .
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SIMPSON U'�
2xMEMBEP) NFILBOTTOM �wi�3)16tlNAILS x3'N.411.5 A35 WALLLINE ... .. ..�. e: t � . '. ' e. {2�SF�:�'� :��:.13.5-Ff
PLATETO FIBBON EVERV 16"
. .,:.. , . �,
#12z3J4'WOOD BRACE/TRUSSw/ BRACED FRAMING � �-' « , � � � �
SCREWS @ 16"O.C. �3)16tl NAILS WALL PANEL ANGLE . ... '� �-
WSTHLLED IN EVERY 16" EP.CH END �
ADDITION TO NAILS CONSTRUCT .. ...,- �
NAIL IADDER BRP.CED WALLCONNECTION SHEARWALLAS � '� "" ' ���� x, W e I 1 � E�� �� �
(UPPEF LEVEL ROOF �NAIL EACH TRU55 ����--- = " -� � � I��' '��,�'� � -
a , '
TPUSSBEARING �/] TOTOPPIATESw/ TRUSSTOTOP (R�pFTRUS5E51 SHOWNINI/S4 ; s,-- °S'.� a�j �: y�� ! E - �.
WALLSONLV) ��� �3ledroEntai�s P�c.rEsrviea ;§ ,.}� . J . �
NAILS @ 6 O.C. . � ,js. ��. ! ' � '�� �r` `�
F�ooR � ' 'o"" -��, � � , � � I hereby certify that this plan spac f tlo port
. ..
.... " �.. ...* • �... ... ... - w d b der m d ect su �sion
,, :,_
L%TERIOFi BEAFING WALL EXTEFIOR NON-BENRING WALL TRUSSES ��m �_ , � � p���� �������yy � .� � - r as p�epa�e y me o�un y p2 ef
'"` ��.,s � y=_� a _, � antl ihat I am a duty L�censed Profess-onal Eng n
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PROVIDETRUSS : , % � a
BEiWEEN (a10.t31'Oi : ��� . __ - —a - +' �
TRUSSES NAILED DIFECTLY IN L1NE ' �.-u^� - � - / ��
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(MM(3)PER BRACEC PLATE ' � � ��� ..� . . � � ro� - � �� �'',, ��L Date�. 4-19-78 L cense Number�. 46673
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NAILBOTTOMPLATE NqILBOTTOMPLATE FlAT2x6Ca24'O.C. SIMPSON CONSTRUCT � , ��� r `�II , ��� ,,� c�� _�-°��
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BLOCKINGBETWEEN PROVIDETRUSS WALLPANEL BRAGED ���) -�I � .r. ` u + + � � �. �
TRUSSES NAILED TO DIRECTLY W LWE ' . � ��
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(FLOORTRUSSES) :"...... �.:....... ... . ... ' ... �. ... �: . '.. • ...' .a.... .,.. '.
` { Single Family Residence
SECTIONSSHOWNDEPICTCONNECTIONSOFBFACE�WpLLPANEL5TOR00FTRU55E5ABOVE,TO DETAILSSHOWNABOVEARE � � � �
JOISTS/�RUSSES/BLOCKINGABOVE,ANDTOJOISTS/rFUS5E5/BLOCKINGBELOW.THESEPPNELSARENOT ALTERNATIVEGONNECTIONSTOBE PROVIDETOPOFWALL 650PinehurstCourt
NECESSAPoLY REOUIREDTO ALIGN,BUT MAY DEPENDING ON PIAN LAYOUT. USED WHEN BRFCED WALL PANE� CONNECTIONS SHOWN FOR
ooesNornucNwirHFanMiNc. �� REFERENCE PLAN saacEown��anNe�sn�oNc Orono,MN
53 MAIN LEVEL PL.4N SHOWN FOR INDICATED PORTION OF WALL
THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE"MAIN WINDFOFICE RESISTING SYSTEM"FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION REFEFENCE ONLv
LOCATION AND LENGTH OF EACH BR.4GED WALL PANELAND ENGWEERED WIND RESISTING ELEMENT THAT IS RE�UIRED FOR THE HANSON GROUP'S
L�ESIGN IS SHOWN ON THE STRUCTUFAL CRNWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STAN�AR�FRAMING.
Project Number'. 8.020 ^�
Dale: Januarv 25,2�18 =-
Sheets'. 1 of 2 �
OCOPYRIGHT HFlNSON GROIIP,I LC 2D18
Norton Homes
18215 45th Avenue N,Suite D
FASTEN FR4MING ABOV E AS 5110 W N
—�FORBRACEDWALLPANELSALONG CONTINUOl15LSVLVLHEADERTO Plymouth,MN 55446
THIS SHEARWALL HS WELL AS SUPPORT VEFTICFL LOADS BV SUPPLIER
� SBUODS AT 5 DES�OF�Op (MIN.3J4"WIDTH&MIN.9J4'DEPTH REO'D) LENGTH OF CONTINJOUS IICADER �OR FiFiACED WaLL PANELS
1� � � ��� ��I�.. HEADER86EARINC�KING ----------- ---------------- --- — — — ��ST[NFRAMINt;Af30VEA55NtJWN Hevls'on Date Descip�on
I '1� OPENINGS BY SUPPLIER .
— 4-19-18 PofCh Addetl
—
i FASTEN KING STUD TO ' T
' —___— <---_---_— _�---_---.—�--__— �—_
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� ` NAIL SHEATHIN�TO HEADER w�RA
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i TVPICAL 2z6 STUDS @ 16"O.C. NAILS C 3"O.C.EA.WAV TVP.
1 ` �
PROVIDE DOUBLE STUDS FASTEN TOP PLATE TO
AT END OF SHEARWnLL F1[ADER w/�2)ROW516d � 'lil SIMPSON LSTA24 STRAP ON INSIDE FACE
SINKER NAILS @ 3"O.C. � �� i,l OF WFLL(PROVIDE SPACEF TO FLUSH
:`� � � OUT HEADER TO WFLL STUD THICKNE551
I �.p.., 1.o"r. .
(2)2x6 BEARING
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I ,.� . f� F FROM CENTEF OF WALL HEIGHi�5
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SHEATHINGFASTENE�TOSTUDSrv/ (112x6FULLHEIGHTSTUD � ��' ST�I[�SAS .:
etl NAILS C 4"O.C.AT PANEL EDGES EACH END OF HEADER I �1: FEO'J dv � I'� /_THICKER P YWOOD OR O BTSHFAiHING
8@12"O.C.ATWTEFIORSUPPORTS I I SUPPLIERTVP. ' �
�� I� APPLIED TO EXTEFIOR SIDE OF STUDS
. LARGEF HATCHED FRFA INDICATES%e'OR �NAIL SHEATHING AROUND PERIMETER wl
SIMPSON STHD14 HOLDOWN ANCHOP THICKEP PLYWOOD OR OSB SHEATHING ' ' � �� �2)ROWS Btl N.41L5 @ 3'O C.STAGGERED
FASTENEDTODOUBLESTUDS APPLIEDTOEXTERIORSIDEOFSTUDS � I� I.� BTOPLATES/BLOCKING�c3"O.C.1
(REFER TO 3/54 FOR POST-INSTALLED rv/STANDARD 6"/1 Z'NAILING PATTERN � �
HOLDOWN OPTION) � � � FASTEN BOTTOM PLATE
FPSTEN STUDS TO BEAM rv/ � �` .:� I I ��. w/(3)16d NHILS EVEflY 16"
(2�J�"0 NNCHOR BOLTS(7"MIN.EMBED) SIMPSON MSTC4�STR4P
� �,:,�� FASTEN STU�S TO BEAM rv/
FLUSH BEHM SIMPSON MSTC60 STRAP
r �
PROVIDE LAVER/S OF
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OUT BEAM w/POST
� BEAR NEIGHBORING BEAM 3"
�"OR THICKEP PLVWOOD OR _ I, � �I �
OSB SHEATHING APPLIED TO
� FRAMING DETAIL �MER�oR5�oE5oFPo5T5 �� : �3,P�Y��� . �I� '
FLUSH BEAM CROSS HATCHAREAS INDICATES��s"
5a GAHAGESHEARWALL %"ORTHICKERPLYWOODOR ' I � BVSUPPLIEF � II � / OR
OSBSHEATHMGAPPLIEDTO ' �I ' • I� • �HICKERPLYWOO�OFDSBSHEATHING
EXTERIOR SICES OF POSTS - ; II , ;�II : �PPLIEDTO EXTERIOR SIDES OF POSTS 8%"
OR THICKER PLYWOOC OR OSB SHEATHING
�� I� APPLIEDTOWTERIORSIDESOFPOSTS
. II . �'�' . �I � �NAILSHFATHINGAROUNDPERIMETERrv/
v�i �,p._
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N � rv/STHNDARD . II .
' I� • POST BASE&CAP
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LENGTH OF CONTINUOUS HEAL�EF m .'��II ' ,'�"��.'
___ _________ FASTENFRAMINGABOVEASSHOWN ��' I ; ' f��
---------- ---- FORBRACEDWALIPANELS 6x6PO5T
. ti' . '' ' SEE HOUSE PLANS
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�ASTEN KING STUC TO � - NAII SHEATHING TO HEADER rv/ed
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I rv/�"Bx8"SIMPSONTITENHD l�. �����
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HEACER w/(21 qOWS 16tl �; (z)�1i"LSVLVL I I SIMPSON LSTA30 STRAP ON MSIDE FACE LOCATIONS SHOWN •
CONTINUOUS I OFWALL�PROVIDESPACERTOFLUSH i 4 �
SINKERNAILS@3"O.C. � ��. HEADER I .� �.�jl. OUTHEADERTOWALLSTUDTHICKNESSI
1'-2"+ 1.2"+ [� -'
�2)2x6 BEARING � . �
STUDS MIN. '�� �
tl , LOCATEPANELJOINTWITHM2'-0"
.. � FROM CEMER OF WFLL HEIGHTAS . `-
CENTER BEARING i.l� I REO'D(2i SOLID BLOCKING
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� � �rI �} 5�,��HAT�HAREA�No��ATEs�s oR � FRAMING DETAIL
F THICKEP PLY WOOC OR OSB SHEATHING 54 DINING ROOM END WALL
(1�2x68EAFING5TUD8 tI ,,.�� `I �� APPLIEDTOEXTEFIOFSIDEOFSTUDS NOTE
(1)2s6 FULL HEIGHT STUD �NAIL SHEATHING AROUND PERIMETER rvi WFO FPPLIES SYMMETRICHLLY ACROSS
EACHENDOFHEADER � ��� '- (p)qOWSBtlNAILS@3 O.C.STAGGERED DETHILUNLESSNOTED/SHOWNOTHERWISE.
� i.l, '4', I.I; 8 TO PlATES/BLOCKING @ 3"O.C.)
�
LARGER HATCHED AREA INDICATES%s'OR .I. �� }1 �yAs)�6tl NONIL3 EV RY 16
THICKER PLVWOOD OR OSB SHEATHING
APPLIEDTOEXTERIORSIDEOFSTUDS I ;':' I
rv/STANDAFp6"/12"NAILINGPATTERN I -. ���. I FLUSHBEP.M
SIMPSONMSTC405TFiAP � � � . . . .� PROVIDELAYEWSOF Ih2fPb C2ft1 th2t�hlb la �
GONNEGTIONBETWEEN PLYWOOD/OSBTOFLUSH W y y p n speCi 1 poh
as preparetl by me or under my d rect pe s�ion
STUDS 8 FLUSH BEPM � � . OUT BEFM w/POST
��: :: and that I am a duly Lcensed Profess'onal Eng�neer
! � •� %"OR THICKER PLV WOOD OR O58 � u�dEf the larvs o�the Sta}g oi Minnesota
.��•�• SHEATHING APPLIED TO IMEFIOF �-J
, II . . �I , SIDES OF POSTS(INSTALL PRIOR Signad:�� �v�
� � � . TO FLOOF FPAMING) SIMPSON HTTS HOLDOWN
�,. II.: �3)PLY LVL � I�: ANCHOR AT LOCATIONS SHOWN Print Name�. RYan Mach
FLUSH pEAM %6'OR THIGKER PLV WOO�OF NPILED TO DOUBLE STUDS rvl
I � BYSUPP�IfF � �I � OSBSIIFATHWGAPPIIF.DTO Yz"0x12'LONGSIMPSONTIitN
� I� � -,..II : EXTERIOR SIDES OF P�STS H�SCREW-IN ANCHOR INTO Date�. 4-79-18 License Number�. 46673
CONCRETE
..;�i . �,�.._ �.�..' :'�I .
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z . �
� � . CHOSSHATCHARE�SINDICAitS%s"OR
�%- .,�I��. iHIt;KERPLYWO0U0FOSB5HEA�HING - CONCRFTF
� ' I ' APPI IFD TO E%T[FIOR SIDES OF POSTS&'/o" �FOUNDATION
1-�� I��, OFTHICKERPLYWOODOROSBSHEATHING �
,.� . :�� ' APPLIED TOINTERIOR SIDES OF POSTS �� . � BELOW 340I Klm.er Lane Nonh
(NAILSHEATHINGFROUN�PERIMETERwI � ' Sute4
6x6 POST � � I (2)ROWS ed NAILS @ 3"O.C.STAGGERED) �'lymou�h,MN 55441
� ' � Te1 612 708 35)2 �'-_
� � ��� ww.hansongroupmn.com
��C � � fI: C1 FRAMING DETAIL
siMPsoN neuss Posr snse .��,,, . I�;, sa Posr-wsrauee�io�eowN oFrioN
,��i-B.s s�MPsoNr�reNHo ;II : II ' Sin le Famil Residence
SCREW-IN ANCHOR AT
LOCAilONS SkiOWN I���� I�_: �SEE HOUSE PLANS
Foa coNcaere 650 PIf12hUfSt COUft
PIER FOOTINGS TVP.
i F� � FRAMING DETAIL i�i Orono,MN
5< DINING ROOM END WALL
NOTE
INFO APPLIES SYMMEI RICALLV ACROSS DETAII.
Project Number: 8.020 ^�
Date: J2nuarv 25,2018 ,=7,
Sheeie'. 2 0�2 �./
�COPYRIGHT I-V�NSON GROUP,l I C 2018