HomeMy WebLinkAbout2016-00558 - addn/remodel/repair ' � CITY OF ORONO *�6 - 0 0 5 5 8 *
2750 KELLEY PARKWAY DATE ISSUED: 07/15/2016
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 145 MANOR CIR
PIN : 04-117-23-11-0024
LEGAL DESC : COUNTRYSIDE MANOR 3RD ADDITION
: LOT 1 BLOCK 1
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ADDN/REMODEL/REPA[R
ACTIVITY : 434-RESIDENTIAL �
VALUATION : $ 59,153.00 '
NOTE: SEPARATE PERMITS REQUIRED: PLUMBING,MECHANICAL,ELECTRICAL(STATE) °'
��
NOTE: PRIOR TO RELEASE OF ESCROW MONEY A FINAL INSPECTION MUST BE COMPLETED, INITIAL;�
APPLICANT PERMIT FEE SCHEDULE 794.72
PLAN REVIEW 132.05
WILLETTE BUILDING CO. STATE SURCHARGE(VALUATION) 29.58
6074 COUNTY RD 6
MAPLE PLAIN, MN 55359- TOTAL 956.35
(952)472-4332 Payment(s)
Minnesota State License#: BUIL-1804 CHECK 5917 956.35
OWNER
NAFSTAD,ADAM&KRISTIN
145 MANOR CIR
LONG LAKE,MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
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
requested in c rmance with the State Building Code.This permit may be
revoked a ime for due cau .
�
• �`� 1 "� � � � l�J � ��CJ
(' er ' e � n Date (ssued B �gnature Date
' � ���,�� �,����� ��������� ���. ���� ���������� b ���������
PSC�dreSS. _��� �� �i' lUM \�1 V`.�+� P6�tTlC� �o.. �i\E/ � �.�/�V
�escripgicn ofi�ork: ' I �� V'�P r � � Q�atie E2ec'd: � `����'
se�tEc revieHv bp: �� ��— �ate Rpprove�:� 7 �{Q
Zorring rev�ewo b}+: Qate l�.pprovec�: �' � ` B�
�
@uilc�ing review bp: Qafe Approved: "'7
Grac�ing re�ie�by: 6v� � D�te A�ppr�ved: '� • �'��
� Zoning District: "� Zoning Ftle#: Resa#: Res� Dat�:
Zaning: Lot�r�a: SF/AC 1lIlPidth: Lot Coverage: S�
Sur�►e�Submitted: �•Yes Q No Datie of Surv�y: _�'��D '`� Revised date(�)•
�v
�.anc�scape ptan submitted? C� Yes � No Landscaper: ���t�� �:J"��r;,. .
- . � , . i. � . .
�ro osecf S�tEsacks:
�ront(E�� R�ar(��e��� ( A� �S E 1!�� ( �i S E W� ��her BuildEngs �detland
� Side Sid�
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�3e�r�eci Ff�Egt�f: Peafc f�eight: �FE: , �=fE�minus 6#ee���--���____ ._ _(.Ex�ti�t�g`Confi
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E�erimeter(6Enear�,fe�et��.:_.._. .:.. r_:�__.__..5(1.°/A..=� _� . .r._ --i::�,�l�elo.w r�d� ..
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�., �a�emeht?.I3�-��es <-�.,R No, 3tories .
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FOR A BUI:LDihlG WITH A BASEkiEt�lT OR CRAWL SPACE: FOR A BUILDING ON A S�AB FOUt�DATION:
The dfstance beMreen the lowesi proposed 81ab ai or above grade-
START WITH floor(of the basement or cravrl space)and measure from hiohestexistlna
the highest point of the roof.
START WITH 9�t°the highest poiM of the
roof even if fill was brought in to
If you have a:.. elevate home. :
SUBTRACTION • GASLE OR ED ROOF(no 51ah.bebw grade-'measure `
(BASED ON windows): ubtract half tfie dlstance from hiphest ' g grade to y�e
ROOF TYP'E) betwee highest pofnt ofthe roof hi hegt i f the roof.
to th ow point of the corresponding ;I�you h a..
g e or hipped roof SUBTRACTION ` BLE OR HIPPED ROOf
• ABLE OR HIPPED ROQF(with (BASED ON (no windows): Subtract hat
windows): Subtract hal(the distance ROOF TYPE) fhe distance between the
between the fop of the highest htghest point of the roof to
window and the fiighest pofM of the the low poiM ofthe
�f A corresponding gable or
• ALL OTHER ROOF TYPES(flat, 9'� . GAB ErOR HIPPED ROOF
mansard,etc):No subtractlon. (with windows): Subtract
SU CTION Subtracf the distance between tlie � halFthe distance between
( SED ON basementferawl space floor and the tlie top of the highesf
ISTING highest exisUng grade adjacerrt W the window and the highest
GRADES) foundation OR 10 feet(whicheveris less). poir�l ofthe roof
a ALL OTHER ROOF TYPE:
(flat,mansard,etcj:No
EQU/!LS Deflned building hefght subtraction.
Defined building fieight
EQUALS
Updated: October 2015
z:\forms�plan review checklist 10-2015.docx
Sh�retartcf [�istrict i�i'C�hf�k�erm�t �e�rage �akesl�csr�Sett�ack giuff
f�et?
� ` Permit Number. � Yes Ck No ��q � Yes
� Yes �,�No �a
� ° � N/A—see attached Setback:
�torm�ater Q�ality Ezistin� FroRasecl
Overta�r E3istrict Ti�r Hardc�Yer Hardcover �ariancs R�auired CU�Required
circle one %and s %and sf
E3 Yes No 0 Yes o
1 2 3 4 5 Type(s): Type(s):
Fees to!��Char ed YES Pt� �
Permit
Plan Revi��r i�
Stafe Suraharge
lnvestigation Fee
SAC—t�um#�er�f SAC units
Other(s�ecffy}
� uare Foota � $ er S uare Foota e
Basement X = $
1�Floor X = $
2"� Floor � � X = $ � �
Garage X = �
Estimated Construction Value:
� �
Orono Inspections Requirec� 1Mcrk Requiring Separate Permits -
d footing O Site Plumbing � Grading/Fiiling
0 Poured Wafl � Silt Fence/Erosion Control Mechanical � Fire
Q Foundation Survey O Hardcover Removal 0 Septic 0 Water Connection
� Foundation Waterproofing � Other(specify) p Fireplace 0 Sewer Connection
Framing 0 Masonry CI Lawn Irrigation
insulation Q Mfg. Q Landscaping
L� As-Bui14 Surve�r � Other(specify)
Final
[7 Lathe Rec�u�red State Feemits
0 Other(specify)
0 Vt►ell Electrical
REhRA�ECS (in-house):
OFFICI�L E�E[��RKS-Tt? BE FiOTE� ONE PER�iT kt�D i�IT1/�LLED:
E� See BuiEder�cknowiecfgement FoQ �� i�� � �F � � � o r �
�Prior to release of escrow money •
Updated: October 2015
r\fnrmclnlan rPviawrhorklict 1r1_9f11F rinnv
� City of Orono S
. �
Buildin Permit A lication � ��
J pp �
for New Structures or Additions
Mailing Address: Permit number: ��p ^ ��„5
Q PO Box 66
� �Q Crystal Bay, MN 55323-0066 , (� Date received: —��"/ (,o
/��..
Street Address:' �• � Received by: y �
� 2750 Kelle Parkwa •j�
ti � y y /l Planreviewfee: � •
�' c. Orono, MN 55356
��kESH�4� Main: 952-249-4600 � Total Fee� �� ��O f�,j5
Fax: 952-249-4616 •�h�,�,�,n.ci.oronc.mn.us �SU'DW�'
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: �Lt[S�(��o 1� e.i r'G�t�_— L on� L.a..6C"�. � (/Yl ►rl .5.53.$"�
Will this be a Parade of Homes, Remodelers Showcase Home or oth r Display Home? ❑ Yes No
If 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 ICANT INFORMATION:
Name: � ' LL�.
State License# Expiration Date: 3- 3/— /
Phone: cell office - - p
Mailing Address: Cit : • P: c
Contact Person: Applicant is: on ractor / omeowner (Circle One)
Email and/or Fax: • ` . � �
PROPERTY OWNER INFORMATI N: I
Name: r,�,yy1 oC,`�g"f'q.,C�
,
Phone (day): G��_` �� _��'��
Address: /s1rg- yy�c�vl.e�,• i r�-(�- City: �y� , n J�Q ZIP: �'-�'�.��
Email and/or Fax q,n,�,-�s}��j �� �b�r�l-r;�Ie,�n.�s
ARCHITECT ENGINEE NFORMATION:
Name: � • ' ,L(.,,�
Phone (day): _ _
Address: �o �.,�y� �(o City: � vi r� ZIP: J�'- ' -r, ��t�
Email and/or Fax: �
PROJECT INFORMATION: Description of project:
1. Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal&
Water Supply
❑ New Construction �Single Family with ❑Accessory Bldg./Garage
�Addition attached garage ❑ Deck ❑ Public Sewer
Accessory Building ❑ Single Family with ❑ Office/Commercial
❑ Relocation detached garage �ftesidence �`Private Sewer
❑ Other: (specify) ❑ Muttiple Family/Condo 'f� Retaining Wall(s)
❑ Public 4-feet or greater ❑ Public Water
**Any earth movement may require ❑ Commercial ❑ Storage
MCWD review&permits. ❑ Industrial ❑Warehouse �Private Well
Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) ❑ Other(speCify)
15320 Minnetonka Blvd
Minnetonka, MN 55345
Phone: 952-471-0590
Fax: 952-471-0682
www.minnehahacreek.or
Estimated Construction Valuation (excluding'IaEnc7f����� $ �(, R� � �'
� . % 0 2016
Packet Last Updated: August 2015 CITY OF ORONO
Page 21
STRUCTURE IPIFORMATION:
1. Structure Dimensions 1. Structure Dimensions(continued) 2. Type of Construction �
a. Length(ft.)= Number of bedrooms= ��I�lood/Frame '1'" " ` �
b.Width(ft.)= Number of garage stalis: ❑ Masonry ��� /
��Cd�a�cy --
Areas in sauare feet Attached = ❑ Metal /
(
c. Basement= � Detached= � F C Z��� '"!�/`j G
d. 1 St Story = G �
p ❑ On-site Prefab
2.2"d StOP)/= f 0
❑ Off-site Prefab
f. '/�Story = d
�Rv ❑ Other(piease specify):
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
❑ Com leted A lication Form
❑ Pro osed Buildin Plans—2 full size sets,to scale and 1 reduced 11 x 17 or 8'/�x 11 set
❑ Minnesota State Ener Code Calculations and Mechanical Code Re uirements
❑ Surve —2 full size,to scale meetin ALL surve requirements
❑ Hardcover Calculations
❑ Se tic S stem Certification
� 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 Privac Adviso 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 govemmental 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: ��1/�1 //� � � Date: __ 's�z �'/ � d
—�
Owner's Signature: Date: ���—�v
REC�IVE[�
�"�kY ?_ 0 2016
Packet Last Updated: August 2015 CITY OF ORONO
Page 22
DATA PRIVACY ADVISORY
In accordance with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd. 2, "Tennessen warning", 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 other local, state or federal agencies to the extent necessary
to process the permit 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 Minnesota State Statute 13.04(see following page)to review private
data on yourself.
6. Your full name is required to process this application or permit.
��7� Gar'�. /Vc� 1'S�-t d �
First Middle Last
� � � /�d✓�er ��r.
Address
D�,��� �� �S3SC
City State Zip Phone
I understand my rights as stated above.
/? i/�� �.
/
SigrSature
RECEIVED
I�AY 2 0 2016
Packet Last Updated: August 2015
Page 7 CITY OF ORONO
' ' Permit Application: Self=Checklist for Completeness
Piease note, the appiicant must initial in the boxes below to acknowledge the minimum ` <
requi�-ed information is included witt� the submittal. If not, the'application'anriil�NOT�e.
accepted. Call 952.249.4630 to schedule a meet�ng with staff if you have question�;on
� application submittal requirements.
���' Cornpleted:APPlication �
. .
;
. . . -., . x
� p�� Pian Revi�w Fee Pa.id '
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�w�'' � Signed Escrow Agreer�ent &.,Escrow Pa,y�n+�nt; �
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,� _ �lar�cover.E�lcul�tiQ������,;���i�i���� �} $ . � n �
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k.� tr' ���G �, ~� � �2� ,.! :x� � � �
I a�n aware ��at:4ro�a w�� nd�;�ssu� a �ui�d������r�a���t��h�u�.� :- � :
��,�,, copy of MC1�l�fper���s-����o��m�r��a�ic�n ��r�r�����HC1��°��'�����° �
£ � �
the�proposed pro��ct�-���s��no�����t�ger�tl��ir �e.�r����i�r� }r" }� ,� �
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requ,iremen�s), I wil� con�ct �ti� MC1�l�:a� 95� 47�. 4059Q ,
reg r 'i� this prQ'e�t. <
Signed�bY: �C� � �,�/ ` �� -
Address: fo d '7 y� Cr�-�..,.� f� �; �,,�� � �� 3�'�:
� Permi��#� � � � ` � _
�� � � ��tE��1V���
Packet Last Updafed: January 2015 3 S ,,( � ��016
Page 2 ,
CITY OF ORONO
�i -
Minnesota State Energy Code Calculations and Mechanical Code Requirements Form
��� Additional copies can be found by going to: http://www.dli.mn.gov/CCLD/PDF/sbc 1322 cert.pdf _
; �
�II1�L8 Ccatificatr
�N�m,�a�C�qs Qat�e: Se''E+e lAk�ldress:
[�o�ract�r Mame- Liroenr�e Mutniber:
�c+caRt� T'j�oee ou� ,Tixdada4e�d Tjg� lo�ca� 5n�zre
Ln�raond�t� R-Afa,l�e
,�11ir
R�ov� Cei
Con�a�Aui�r
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D�dts�(]efside o�f C�v�Meel
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:Faun�da�fi�rt 1Af�l
Lr1e►Noir.�leRiar cr�r�oeg�af
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Fe�r��t 11',ador�C�
,�'' I � /�J�a�ef Cad�r.iaal�6e+d'J�e�af[�s
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rT ,�,' /�ar�wd�a�vev' �I'�v�e,� - Lv�ad I�at�f'aariv�
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T�a�ni�1fe�rt�a�
RECEI�/E�
�� 0 2016
CITY OF ORO'f�f0
o�..�e��.,����..a��oa• e,,,,,,�r�ne�
High Road Heating 8� Cooling Co. Wiliette-Nafstad Home '
PO Box 551 -Rockford, MN 55373 145 Manor Circle
763�77-3331 -info@highroadheating.com Long Lake,MN 55356
Sales Consultant: Robin Johnson
Job#: 160210dw
Date: 02l11/209 6
System - Addition over garage (Average Load Procedure)
Design Conditions
Location: MinneapotislSt Paul AP, Minnesota Elevation: 834 ft
Daity Range: Medium
Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44°N
Design Grains: 24
Summer: 88 75 Heated Area 616 Sq.Ft.
Winter: -11 70 Cooled Area 616 Sq.Ft.
Heat/Loss Summary (July Heat Load Calculations)
Gross Sensible Latent
Area Loss Gain Gain
Walls 624 2895 544 p
Windows 74 3414 4137 p
Doors 0 0 0 0
Ceilings 616 1597 7gg p
Skylights 0 0 0 0
Floors 616 3893 480 0
Room Internal Loads p � 0
Blower Load q�p� �
Hot Water Piping Load 0 0 p .,;�,
Winter Humidification Load p 0 � l'"`� �
Infiltration 2940 253 289
Ventilation p � � Approved ACCA
MJ8 Calculations
Duct LosslGain EHLF=O ESGF=O p p Q
AED Excursion n/a 433 nla
Subtotal 14739 8342 Zgg
Total Heating 14739 Btuh 5 kw of electric heat
Total Cooling 8631 Btuh 28 Linear ft.o# Hydronic Baseboard
*Catculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.Afl computed calculations are
estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss,etc.
Equipment selection should meet both the latent and sensible gain as well as building heat loss.
Th;s applicatio»has g/ass areas that p�oduce relativefy farge cooling/oads for pari of the day. Variable air
volume devices may be required to overcome spikes in so/ar load for one or more rooms.A zoned sysfem
may be required, or some rooms may require zone controf(provided by individual, motorized,
thermostafically confrolled dampers).
,�-*�..�.,
�=a�
Adtek Accuload Report Version 7.0.1 �°�`
Page 2
REC E��.�
�
����Y ? ��6 .
��`nr o�oRon�a ,r
, High Road Heating & Cooling Co. Wiliette-Nafstad Home
PO Box 551 -Rockford,MN 55373 145 Manor Circle
763�77�331 -infoGhighroadheating.com Long Lake,MN 55356
Sales Consuitant: Robin Johnson
Job#: 160210dw
Date: 02/11/2016
Main House (Average Load Procedure)
Design Conditions
Location: Minneapolis/St Paul AP,Minnesota Elevation: 834 ft Daily Range: Medlum
input Data: Outdoor Ory Bulb Indoor Dry Bulb Latitude: 44°N
Design Grains: 24
Summer: 88 75 Heated Area 3684 Sq.Ft
Winter: -11 70 Cooled Area 3684 Sq.Ft.
Heat/Loss Summary (July Heat Load Calculations�
Gross Sensible Latent
Area Loss Gain Gain
Walls 3184 265T5 3012 p
Windows 187 8628 10193 0
Doors 24 544 17� 0
Ceilings 1476 4605 2274 0
Skylights p p � 0
Ftoors 1600 2592 0 p
Room Internal Loads 0 3400 0
Blower Load 9707 0
Hot Water Piping Load p p �
Winter Humidification Load a 0 0 �
I�fiitration 1d36T 1033 1178
Ventilation p p � �Paroved ACCA
MJ8 Calculations
Duct Loss/Gai� EHLF=Q ESGF=O p p 0
AED Excursion n/a 0 n/a
Subtotal 57311 21794 ��78
Total Heating 57311 Btuh 17 kw of electric heat
Total Cooling 22972 Btuh 109 Linear ft,of Hydronic Baseboard
'Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed caiculations are
estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss,etc.
Equipment selection should meet both the latent and sensibie gain as well as building heat loss.
Adtek AccuLoad Report Version 7.0.1 Page 1
RECEIVEC�
' . :'. 0 2016
�► CITY OF ORO'NO
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❑ Building Permit Status ❑ Rebuild Questions
❑ CUP Process ❑ Retaining Walls (_<4'/_>4')
❑ Decks ❑ Setbacks
❑ Demo or Teardown Process ❑ Stairway to Lake
❑ Escrow Questions or Escrow Refund ❑ Subdivision Process
❑ Fence Regulations (_Lakeshore/_Non LS) ❑Variance Application Process
❑ Other/Additional
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Hennepin County Property Map
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PARCEL ID: 0411723110024 Comments:
OWNER NAME:A G Nafstad & K L Nafstad
PARCELADDRESS: 145 Manor Cir, Orono MN 55356
PROPERTY TYPE: Residential
HOMESTFAD: Homestead
PARCELAREA: 2.04 acres, 88,932 sq ft
A-T-B: Torrens
MARKET�/ALUE: $510,000
This data(i)is furnished'AS IS'with no
representation as to oompleteness or
TAX TOTAL: $6,044.04 accuracy;(ii)is furnished with no
warranty of any kind;and(iii)is notsuitable
for legal,engineering or surveying purposes.
SALE PRICE: $442,5�� Hennepin County shall not beliable forany
damage,injury or loss resulting from this data.
SALE DATA: 12/2009
COPYRIGHT �OHENNEPIN
COUNTY 2016
SALE CODE: Warranty Deed
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sharra
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464 Secood Street Phooe:952.470.9750
SWte]00 Fu:95i7675R59
Eacelsbq MN 55331 info@chamttdesign.rom
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' GRITERIA REQUIRED SUBMITTALS Post OF�ice Box 26
Mound,Mimesota 55364
ALL MATERIALS WORKMANyNP DE516H A�C 157Fd1L*ION SFIALL SHpP pRq1WN55 Fqi Th1E FOLLOHIN6 ITEMS SHALL�51BMITTED GONGRETE PROIELTIpN(GpyEf�FOR REIIF7RGIN6 SiEL SHPL BE A5=pLL,pyb; qNGrypFi gp�T TYPES MqY 8E SELELiED BY iTE CONfRALTGR P�iiff ALL 6iJ,�p LpJ�ry,NqTEp GpL1.1Rl5�FWy p�ppUS�e,y FIR COMBINA'10N 5. NAILIN6 SHALL CONFORM TO IBG TABLE 1344.9.I: VOIGE: (lb3)5673035
, GONFORM TO TNE DRAYIIN65,SPEGFIGATONS,AND Tiff INTE¢NATIONAL TO hE ARLMITEGT Alm STRILTUFW.EJ61tS�FOR REVIEW TYq YffKS FOLLpy11NC,GRIiERIA At�T1E REpUIRETgNTS OF DIVI510N 6.1: LHEMIGALLY Fc=2,400 P51,R=I,600 P51.E=1Gb0 K51.61J,Ep LMIINATFD
�i�vir�covE Oeci.soon mma+. ffciorc ro Fn�wcnnor+: cormina+ BAR SIZES GLEAR LOVH� iRE4TIDYbOD 1 GORRO��ION OF COti�LTORS!FASTE18t5. GOUF4v EJ�OSED TO YEAThER OR MOISTIRE SMALL BE iREATE7 WITH COtf�GT10N NAILIN6
' DE516N STAMPED BY ��'�°�k�`��� AN APPROVED PRESERVATIVE, -
� LIVE EV61tgERIN6 R.`615TERE) PbAIN57 EARTX PLL 3 INGFCS TYPE OF ANGHORF6E TYPE�ANGiiGR (3)8el COM�ON I hereby certify tha!tllis Plan,
S.BMIT7AL Q1GIt�tMS Mau�p,Ln;c�r L,w�p�spq�Tc,SPCt�FIm IN i1f5E DRAYtlN65 IS JOIST TO SILL OR 61R�ER,TOENAIL
EN611�t FOfAED ANp pINISMED�ifPGES g p2 5p1qLLER Dy INGhfS �`'T'4��aLM`8A�5 GIP.E7�P1151CN'OR @+OXY (3i 3'.0.131'NAILS ��iFicaLiOr:,or rCPprt wa9
i _ �on� ;w�n �sr+ir.u aera,iaEv cucu ana+s easm a+urt�R ruw�AcnRm er n��s-.nisr cor�oRnna+. (y ed coraaon PfePo-ad ty ma or under ny
E1�O�,lED TO EARTH OR YEqTHER pb OR�qRfigt 2 INGF�S LED66i5 TO GONCREiE OR LrU � GIP,EXPAN51p1'OR�p)cY ALTERNpTE MANffPGNRERS MqY BE iJSEp SUg,gGT TO i�V16V AND aRID61N6 TO J015i,TOENAIL EPLN EtO dl�eGt 5 rvislon p?d fhp�I CNn
FLCOR LIVE LOAD CONLREiE A1m Hh50NQY APPROJTL BY 1iE ARLNITEGT A;m STRUL7URAI.EN611EER ALL Jp15T �
RESID@li1PL 40 P:F REItFORLIN6 YE5 NO?REWIF�D NOi REGUIRED LOLLMN Pl�BEAM REItFOF+LET�EM ALL ISy INLifS WALL TIES 70 GONLREiE OR GtN GP OR EPDXY (D 3'x0.i31'NFJLS
A771G SPACE - INGLUDINb TIES P1ID STIRFlPS YIDSILL 70 Fq11OAnON GIP,E7�MlSION'OR�OxY w1N6E,E5 MD OiFBt w1RDv1ARE N07 SNpw S++P1L 8E DE516NED P10 0 duly Llcensed Prafe55iorol
SiRllGTURPI STTFFLL YES NO'f REWIREO Nof RF3IAAED - 11ff8tI0R�.RFPLES Gf w+LLS hl OR SMPd1ER ��INGFfF_5 S�PPLIm BY THE MAIWfALTLRER. SOLE PL4TE i0 JOiSi GR PIOGKIN6, 16d e Ib"a F�irieer i.nder the laws of the
ROOF SNOW LOAD 35 PSF Py-50 PSF EN611�¢FD J015T5 YES YES YES MOLDOY81 TO FOUNDATION GIP OR�OXY hE FOL'OWN6 LU�6E2 PRODLGTS 5FII�LL BE MMIBALTI,RED UNDER A FPGE NAIL IYP.
�X� 3'z013i'NAILS a 8'x State oF Minnesota
Ge=IA(PAR71ALLr E7cP05ED) MMLFALiI.RED LLPEER 1'6 YES N0T REpMRED �N6H-SiRBKTX ANGHORP6E LIP
PROGE55 APPROVED Br nf NAflp�A1 RESEAFCM 60atD.EPGN FlEGE -0F P.ATE t0 SND.END W+JL (71�6d C.OMM01+ Prht None: Gaia
e=IA AODIilOW�1 CANLREIE COVER MAY BE REGJIRED FOR FIRE PROTELTION' :l,1�PrFNT MlLMORPbE GIP OR EPO%Y 51iALL BEAR A STAMP OR STMfi5 NOTIN6 THE NM�AND R_AhT NA�,¢ (9)3k0.131'NAILS
Gt•1.1 5ff RAN NOTES Yf$GE PPFROPRIA7E. �
M=35 PSF 51.8MIT'AL RE�/IEW OF BIDDER-DE516NED PND PREiN61NEERED STW.rMtAL 'E'�ANSION ANLIi�RS MAY NOf�USED W�ERE TNE ANGHOR 5 EXP05ED OF TIE MAN.�PGiLRER TNE 6RADE.TNE ESR REPOR7 NR�BER,.41m TVE Si[jriqGKe:
AND NON�STfd1LiLRAL GOMPOr87i"A1D EGtl1IPHENT AND�FPORTS SHPL' NON-SHRIttlC 6RWT SHALL�R1RNI51!BY AN AFPROvEO WVLFAL�E4 '�1UALIN COMROL A6E4GT.Ni rII�RS�IULL 8E MPN.FPGNRED YYTH TOENAIL (4J 8d COMIGN
YUND DE516N DA'A DOES NOT APP.Y- TO EPRTM OR MFA'F�. A WATERPROOF AD�ESNE I�71N6 ThE I�d11RPQR5 OF ASTM D2559 (413"�c0.131'NPJLS Date:2/13/Ib LiGer.e�50620
NOT IN @16���SLOPE OF WORK INLWDE iFf STAMP OF ilf PROF��IOW�L EN61t�YHO PHtFOR1ED hE Pl�SWLL BE MI.�' AND PLALED IN STRILT PLCOADANLE WITH?ME
DE516N AS INDIGATED PPOVE.THE EN611�R SHALL Ef RE615TERm IN h!E MPN,fPL7L�35 INSiFLILTIOl5.6R.Pli STFENGTH SNALL BE AT LEAST ANLHOR BOL?5 5F!PLL F�T ThE FOL:dtlNb MINIhLPA REC711RQ^ENTS: YIITN ALL STRA1�5 ORIENTED PPRP�LLEL 14TH ThE LEN6TH OF THE r£*RER. (2)16d GOMMON
STA7E OF 11ASXINSTOtI TFff SUBMIiTAL WLL BE'J.9.EGT TO A CU2a0RY E41A1 70 TXE MATHtIAL ON YHIGN IT 5 PLPGE7(4Q00 P51 MIWM,M). �� ST������� STANDARD MASOIMY ANGNpR LLP�Ht 51W TO SOLE PLP,TE f3)3'x0.131'NP,ILS
RE`/IEY18Y Tlff EN611�OF(�GORD FOR lAA�S IMPJSED ON'If BASIG LAMINAtED LAMNP,Tb PMALLEL
57�.G7URE.TFE GOPPOIEM pE51616F IS rd5POt15�8LE FOR GODE DIVISION 4: MASONRY '�g e'�°. � �+ �. � T�s� °�'GT veu�,e u,rre�a srnnrm ux�e s,Ra�� �'°"^'� oR f�l�oe eox rw� i
COIFORMANGE AND Pi;.rFLE55ARY GOWEGTI0N5 NOT SPEGIfILPLLY �'9 4' 1650M 3000� 4' 85fN 970+ fLVU L9E (�r�-U ISE (PSU 7,OE AT 3x PLAiES 1N
GALLED OUf ON TXE PRLNITEG1lW1 OR 5TPoIGNRAI DRAYNN65. LCNGRE7E MASCtR1'A55EFBI.A6E5 SiW.L NAVE A MIWMRI a6'm 5' 3000+ 4400� 5' 1330� 1570» STRE�iS (12�ORi ESK-13811 f1�80RT ESR-138V Oi�OR7 ESR-138�) LIB10F 16C
TNE FOLLOYUN6 C,ERTiFIGATION SNALL BE INGLI.DED AD.lALENT TO'If GOI�PRESSIVE STREN6TH OF fM.1500 P51.CGNLRE7E MA`�OIRY P 2Fi00 P51 2F�0 P51 290C P51 9LOLKiN6 BE7YE'cN J01515 OR QPFT�S (3)8d COMMON
EN61NffR5 STAMP ON ALL�18MITfAL4 KW.$SNPLL BE REi�fORGED A5 SHOYN ON TNE R.AN5 AND DETAILS. �'��' T 3COd' 4400� T 133d 1520� b
PLL GELLS CONiAININb REi1F0ALE�ENf SNALL 9E 6RLUiED. '��R' F� 785 P51 505 P51 290 PSI TO TGP PLA1E,TOE4AIL (91 3'x0.131'NAILS �
l A LILEN5ED ENbI�IN 9y'9 7' 43CW 5q0p+ 7' I�BW 3p4pM
i 6ENERAL GOND I?IONS n�srnre oF nirxsarn,vo i�r cazriFr nur i s�+crs�re r+asorazr uu1,srwu car�oRn ro asTn cao tt�i.uar ea coMron•t•« i � �o
NAVE REVIEVED ThE GONTRPLT D�£T175 A1m H4VE DEN51tt SHPL EYGff7 IIO PGF. THE UIIi SiR0J6TN SHALL EfiUP1 OR '6'm B' 43Q0' S9C0� 8' 192d 3090+ Fcll 1510 P51 1105 P51 2900 P51 WM J05T TO TOP PLAiE.70EHNL 3'z0J31'NFJLS e b'a � �
$TRUG1L4tAL ORAriIN65`alALL BE iYED IN CON.Lf+LTION YU?N TO hE BEST OF MY KNOviLEDbE INCORPORATED ALL OF EXLffD 1900 P51.U11T5 9W.L BE PR�TEGTED FRpM INCLB�ffi1T YE.4i}ER. I'9 9' 4500x 650W 9' 1050+ 49BSe FGl 750 P51 860 P51 '150 P51 �
PFLHI7EG7LRAL ORAYUNGS FOR BIDDIN6 MID LON51R11L710N.GONiRPLTOR TFE DE516N C.W?H21A GONTAItED TFBiEiH PL'MASONRY MORTAR SHALL COtFORM TO IEG TABLE 2103.i(U FOR I�Ltl* {W PER PER e TOP PL.4TE5.LAPS P1�IMEf�fL7;pb, (2)Ibd LOhR10N
SHPLL`/�IF1'ALL DIM@51R5 AND Gp1plTidb VUTN ARLHITEGTS � - _ . _ E 1.9z10 P51 15z10�P51 7.pKlpb p5i FA;E NqIL (3)35W.131'NAILS �
DRPriINY FOR fqMPATiBIUtt At�SNALL NOTIFY ARf.HITEtT OF ALL �����I�` DIMEN5i0N5 PND GUAMITIES qRE!IpT l�yIEYE� 1YPE 5 MORTAR YIATER U�IN MIORT 6RGUT SHpLL gE GLEAN ANGHOFCi LETAiL DE7AIL
BY TXE ENbI�$Qt OF RECORD AND TNEREORE M15T BE VE¢IFIED B�' Plm FREE OF D9.E7821P15 M�0.Nf5 OF P41D,PLKALIES,ORbANIL PRff�J A YYIOOD Yff6 1515 SHALL BE DE516NE0 BY TFff RAFTEQ TO PLATE,TOENML (3)Hd CAMMON �
DISGR�ANGIES PRIOR TO GONSTRUGTI011 Ti�CGNiRPLTOR itf CONTR?LTGR SHALL REVIEiY PJO STM1P MAT i�OR OTI�i NARMPA 5.95TANGES. N.LOYWBLE VP-L,ES ARE BASED ON.',00�P51 GONGREiE Oft 1500 P5i MAtLFPG7U282 FOR TVE'�MK Al&J fAlmlilONS SF10YY10N TrIE f3i 3k0.191'HAILS p
�RAriIN65 PRIOR TO F�VIEW BY BKIIfHt OF RKORD. Y9MIiTALS MASONRY.Ytlli NYAK)R BOLiS PI PLED Y9TH PN EC6E DISTANLE OF NOT ORPriIN65 AND SIiALL BE R1RY5iED PND INST�IN CONFOlA/NIGE �
IN iNE EVElf OF C�IG7s�TV�!TNE STPolG7URAL DRAVNN65 A1� Ht qLL MA'' Y 6RplT SiiALL CpffpRM 10 10G TABLE 216�.10. 6RpJT 1E55 THAN�0 DIPhgTERS. VNl�S RffLEGT SPELIAL IKPEGTIGN, W1TH THE MpH�FpLTiAtERS 1115iRULTldS. TFff:E R+p0.�Gi5 yl,vi,�� FOR SAWI L�C RLbF AND FLOOR FlLqMINb PRpVIDE DLUBLE J01575
TFf PRO,EGi SPEGIFIGATIlXG,TFE STRI,GILRP�1 DRAYYN65 SMAL!COHtROL. SHALL ING.LDE A R�ROLULIBLE AND OIE GOPY. TNE R�¢OP.�IBLE 5lIALL HAVE A COMPRE�NE STR�IG7}I OF 2000 P51 OR 6REATER HAN.FAGIURED TO hE STPNDARDS 5ET FORTH iN T}�ICL REPORT N0.ESR-1153. UGHt�YL PPRALL9.PARTITIONS TeW�E%TEID OV92 M;/RE MAN HALF �
wLLe�Mnxxm.a�rs�n�o, DIVISION 5: S�EL
Sff AFLHITELII.RPL DRFWUN65 FOR EXAG7 LOGATIONS AND DIt�Y510N5 OF 6ROUT SLLMP AT THE TIFE OF 6RGVfINS SifALL BE A MINM.M OF 8 INLHES. ThE J015T SPAN AND AROUND PLL OF9VIN65. PRDVIDE BRIObINb s B'-0'a
DQ7R Alm WILGYI pPB/1N65 IN ALL 7VAI.LS.SEE t�GHANIGAL�RPriINb5 F;JR IN TiE EVHtT OF DEYIA710N5,D15LRL-'ANGIES,OR CO�FL:L15 9ER'�7 PREFA�IGATcZ7 OPBI I'�W�OD J051s SNALL�OE51f#D BY iiE
`„A66REGAiE SFW.L GONFORM TO 0.5TM G44.E%LE?T THA i N07 LE55 iHAN MMl1FAL7URER fOR TMff SPAN5 AND CAIm1T1015 SNGIW ON TNE DRAYtlN65 P7�FUl O�iN SOLID BLOGKINb AT ALL BEARIN6 POIMS.NAIL!W.
SILF AND LGGATIGN OF MISLBJ.AtEW5�:W71LA1 OPBllN65 7F7Rd15H W�LS APPROVID SMOP DW�YiIN6�11TTAL5,4�Trff CONiR^GT�475, 3%Gf 7FE r.�4ND� L P0.5 hE N+f28t 100 SIEVE.SAI�PND PE4 6RAVE! `�TPo!GiLRAL STEEEL FABRIGATICN AND 9iELTid�SHPLL BE IN AU,ORDPHG"c AND SFfALL BE P�d7NI51ffD AND 115TN1ED IN C0IFORMMIGE WITH iFf run-.aisr aEnr�s rce�n�¢runi(�1 iea A i��x. m .
AND FLOORS.Sff ARLHITEGNRAL ORAWI1155 FOR ALL 6ROOVES.NOTGFES TF�DESI6N DRANtlNGS AND SPEGIFIGATI015 SHALL LONiR[7L FOFt GRpli�IALL CONFOfA1 TO PSM U04,TPHLE I,COARriE P66REEATE. YUTH THE PROVI5101�5 OF TIiE LATE57 bIT1015 Gf Tf+E AISG GODE OF MAN.FAGII,RER5 IN57fdlG71U6. TffSE PRODiKT5 SNPLL 8E MPILFAGTURp FGR MaN�q� RFD I wuuR RaOF Alm ROOR FRPMN6 PLL NEC.ESSPRY o �o
LWL`FERS,FEATI.f�57RIP5.COLOR,TE%iU2E,A1dJ OTHER FIIUSH DETAILS. PLL STRllGTURAL SYST@5 COrPO�,.fD OF GOPPOIfN15 TO 9E FlaD ST.4aARD PRALTiGE FOR STEEL&ALDIN65 AND BRID6E5,AND THE
GGN7RAGTOR SMALL PROVIDE 7H�POFARY BRPGIN6 FOR hE 5?R�LTI.RE EREGTECJ`.MPLL BE SUPEFVISED BY THE SI.APLIER OlWN6 PLKE SAND LB�ENi Pl�YUBt IN Tiff MU�F.IN?HAT OF�ER,FOR EALH SPEGiFILATION FOR STRJG7UiA1 JOINiS USIN6 PSTM/375 OR A490 BOI.TS. TO T!ff STAI�ARDS 5ET FORTH M TfE IGG R�ORT N0.ESR-'T4. BRILKIN6,BLOLICIN6,BLOLKIN6 PA1�L5,ST1FfENHtS�ETG,SHALL�
BATGN OF`�ITE-MJ�D N�RTP�R OR 6RGU7 AND MIX FOR AT LEA57 2 MINREri. i �N YY Nql I'F 2pX NAILS AND TMt:App7, �TAiLED AIO P WLSiED 8Y T}E MAN8AL71.R62, INSTALL4TION OF THE � I
PJID STRUGTURAL C.OrP01FNT5 UN11L PL!FINAL f.OMffG'i0N5 4AVE BEB7 MAN.fPL1LRINb,DELIVERY,NANDLIN6,STORAfiE A18J EREG710N IN ADD LIME Pla GOHfIN,f MI%IN6 PS LONb AS IE:`E£JRY TO SEGLRE A LIUFORM 57RULiLRA15TffL SiiALL GOIFORM TO THE FOLLOYtlNb RE'�,IXRE`8li5: PBOvE�TEMS SNALL BE IN STRILT hGGORDANLE WT}i 1YE MANIFPGT�
CQRE7ED IN K.LOR�PNGE WTH iVL�f DRAYIIN65.TIE CANiRi1LTOR IS PLLORDP�NGE YUTH iNSiRIKTiq15 PR�PRED BY THE 5.1PPLIEE MAY,BUT NOT LE�'i THAN IO MINITES.RETETR9tIN6 OF MORTPR i5 P6iFOT1E7 W1R�BfD-ST�.NAILS M!D SPIKE�i SHPLL CONfORM TO hE NOMINAI.SISS RECOMIENDATIOr15. � -
����`����'����', 6Y AOD�'Nb YNTiER AIm GARffi,LLY YIORICIN6 IT INi01HE MORTPR MORTAR A5T1'1 `�PEG�FIm IN ASiM F166i.PLL NNLS SPELIFIED ON TIESE DRµyN65.Eil}�
7EGIdUd,ES,SEli�ENG'c5 GR PRC�RE�IIRED TO PEf�URM TFE YI�K GEOTEGHNIGAL 1NAT 15 U�JSED YUTNIN 2Vi MpRS AIO 6RNf LNFEO Y9THIN Ily Hp1R5 AF7ER TYPE OF rffF18ER SPEGIFIGATIaI Fy DRIV@!WITH A HAMMER OR PNBMATIG DEVIGE,SIIALL�COMMON YtlRE W11L5 RLY)F FL(�R 1 YIPLL 51ff.ATHIN6 5F!PL BE APA RAiID,E%76210R OR
YYiM hE PF+aPBtTIES SHOYN IN i}¢FOLI�YUNb TA2LE: EWOSLRE I,IN taff�P�E YgTH IBL 5"cGTON X�j.l.4.;ff PLAN NpTES
WI INDIGATE 6ENERAL AND TYPIGAL DETAILS OF COILTRLGTION. ALLOWA&.E SOIL PRE55l2E5 AIID LATERAL E4RTH PQE55.RE5 HAVE INITIAL MIXIN6 511ALL BE�/ID FROM TIE Y102r. PLAlES�PN6LE5,GNM8ffl5 P36 36 K51 Pf0 SGNEDU.ES FOR THILICIg55,SPAN R4TIN6.BLGGCIN6 P1O NAILIN6
/W6tE CAl�ITONS PRE NOT SPEUFIGALLY IIID�'LATED 81f PRE pF ���� RF_]11REFffNfS. 5LUE Fippt 5{gqiHIN6 TO ALL S,PPORTINS MEMBHtS
SiMILAR LHPR�ILTER TO DETAIL4 ybW�,�IMILPR pETAILS OF ��������IFIm BY A Cd'IALfPIED 6EOiECENIGA1 MP50tK"GONSTRULTION:VNITS SHALL BE MORTAR BEDDEp Ti�FLLL PEMIY-YEIGHT Bd I�d I2d 16d 2Qi �y.M������i0 APA SPELIFIGATIpI AF6-01.
EN61NSt OR APPROVED BY Tlff B111DIN6 OFFIGAL. T1NLKIF}OF'1E FAGE SIELL.LROS`i P��I�D NOT BE BEDDED. MIDE FLANSE 5t1A% A992 50 KSI
G0�5TRLLTION 5FWLL 8E U�ED,51.9.EGT TO REVIEW AND PPPROVAL gY TFf FIRST GPJRS'c OF MASONRY SNALi BE FI,LLY BE70m,INGI,IAiNb A53 DIAMETER(11L'iiES)' 0113 O.i48 0.148 0.163 0.197 R�F AND ROOR SHEATFIIN6 SMALL BE U�iOIP YU1N GftAIN
iFE PRf.HIiECT Atm THE 57RLGNiAL ETYaINEER. FOOfIN65 51ULL�AR ON I.lIDI511,RB�D WITIVE 501L5 AT LEPST 4B"Bd.OW GR055 YEBS.OR SHALL BE GONS'Rd.riED Y4TFi INVEQTED BOND BEAMS S�RULiLRA1 PIPE (TYPE E OR 5, 35 K51
ADJPGENT FINISVI6RAOE.FOOTIN65 SHAL_8E L2NT6tm BflOW GOLJMIS LEN6TH(INClES) 7'h I 3 3k 9Sy q P`-�E.'mICLLPR TO SFPCRT5.PPOVIDE APPROVED PAIffL ED6E LLIPS
MATHiIAL SlBSTIMIUS FOR°RJGl�G75 3FLIflED IN TIE RAfb Idm OR VUJ.LS. Alm SOL�.D 6RdlfEfJ.TV�TFNGKIE55 OF THE FIR:T BED SHPLL NOT 6RADE B) GBAEREL 9E7YEQ1 RPF'EYS OR iR55E5 AT UIBLOLKED ROOF SFEATFNN6
� YE�
MAY SLEMITTED BY TFf CONfRAGTOR FOR APPROVAL BY E%L�9i INLF#.J011If5 51!PL BE�6 MGFf PW5 OR MIWS�6 INLH. STRUG7URA1 71�E5 A`.CO(6RAOE B) 46 K51 ��5: EC6E5. ALL RCOR SFEATiNN6$HPLL HAVE P�PPROVID 70NGI.E
7FE PRLHITFLT P�STRllGT4RAL EN611�. �STIMION 51BMIT i ALS �'�'IL BE�NND d u*FNT PND AININb a WITN PREE DFAININ6, LAY AL.MA501d2Y UIITS YHTH�d/1N6 EOIO. STAWARD PNL7ICR BOLTS !�'6 OR A30'I - I. TAdA.ATED DIME7�5 AP°LY TO NP.ILS PRIOR TO ANY PFGTCTIVE COA!IN6. AND 6ROOVE.mINTS OR SHALL BE S�fPORTED YUTH SOLID BLOGCIN6.
SHALL IDFNTiFY EXPGTLY Yf+AT PRO�,JL75 ARE TO 8E SL65TINTED.Alm 6RANILAR FILL Alm PRP/l0E FOR YBYR�ALE DRAIW�GE. MASOtRY REIIFORLIN6 SNPLL GONFOR4 TO ASiM A615(INLLIAIN6 N1AY1'b'SPPGIN6 AT ALL PPH�EWES M!D ENOS OF ROOR AND ROLf
INLLUDE AN ICL EVPLUAi10N 5ET/IGE R�ORT DBdOHi1RqTINS E3UNPL@IT HI6FF51RENbT1,4JGNpR gq,TS p9g GQ AIA3 Bi - �IGATION PND INS' snnu rr�c uourt F TQgRS yipLL GONFORM
OR GREATER LOPD LAPPGITIES THAN THE wBSnNTED PR4DlGT. ALL014�BLE SOIL BEARIN6 PRE551RE.............. 7000 PSF SLPPLQIEVT 51).6RPDE 60.ly=60A�P51.REI1FdRLEMENT SHALL SFEATHIHS. v
. P`�`��TM�....................... �50 PLF BE 5E0.RED AbAl115T DISPLP4EMB7f PRIOR TO 6RLVf1N6 B"WIRE STgL TO SiEEL COMIEGTION BpLTS q9�.1 - TO T}E WITICNAL pE516N SPEGIFIGAiIGN FOR VIOOp CON5TPoIGTION(7012-NDS), 5����IN6 SHALL�2x4 SFF+r1 ST�DS AT 16'a AT INTHiIOR J
COHfRALT�•MITIATED GiOdlSES SiiALL BE SI.BMITTED IN YRITINb ALTNE EAR7M P�(RES�WJtffD).............50 PGF Po51TI01€R5 OR 011�t 511TABLE DEVILES At INf�VALS NOT EXGffDINb GOWfGT10N 90L15 FCR P�LIS`fD BY TYE A�ILAN FOREST AIO PAPEF AS�:AGIATION. �RILLED
TO 7HE PRLiNTEGT AlID SiPo1LTNtAL EN51t�FOR APPRO�/AL PFIGR TO ALTIVE EARTH PRES�IRE M�RESTRA11fD)........... %PLF 200 BAR DIM�ETERS.DEV$GPrENT AND LAP SPLIGc LENbTHS SMALL 5�1.SIDE P.AiES dJ v�R7D A36 OR A307 - HOLES IN YCOD F�EME6t5(E%GWDIN6 MFR PLYHCOD YEB JOISTS) WY.LS P1m 2•6 SPFA1 SN�S AT 16'a AT E%TFRIOR WALLS.51UD �
ME��' SNALL BE AS SHOYN IN?FE FOLLOWN6 iPBLE: NAl.LS SHALL!1AVE DP1BL:D�70P PLATES PND h SOLE OR SILL Z
FAEWGATION OR GC�STRUGiION.LkAN6E5 SFIOVW ON SHOP DRAYYN65 BE AS FOLLOYG: PLATES MATGHINb STID SIZE,SPELIES Pl�6R4DE.ALl LOYBt NIPOD
air wu r+or ennsFr nns aEanrs�r. DIVISION 3: GCNGRETE B� ALL MQDIN6 SHALL BE IN GOIFORMNIGE YdiH A.IS.G.A1�AYlS. �yq� y{ply,� 50.E PLAtES y1qLL BE ATTALMEp TO WOOD FRAMIN6 EfLOW Y1TH 16E NqILS Q .D��fl1
TNE C�NTR✓TOR SHAL Cn.a r VtlTH PLL APPLIGA&.E O�.iIA RE6UL4TI015. �5f1ALL BE MI�D,PROPORTIONED,GOMiEYm P!m PJ�Lm M C.OXDITION '4 �5 r6 U51N6 E�a01cX ELEGTFODES.011�Y�N.IFI�YELDS(AS D�I� FASTfPFQS DIN£i�t� OIAMETBt YtlT4 7y'DIMETER ANGHOR 90LT5�T M�Nl�7 b�'-0'�x YdTli 3��i3� � Q�Il
_ `Ji0k11K Mm RE5110RIN6 SHALL 2E DE516�ED BY A GIIALIPIED DE516NER P7
AIID i}E ER�7�SHORIN6'JIALI.BE INSPEGTED BY A RE615TERED AGLORDPHGE YUTN IBL SEGTION 1905 Alm AGI 301.STREN6�F5 AT]8 OAYS �ztl SPLIGE LEN6TH 36' 3�' S3' AYIS)SHPLL BE VSED. �TS�
- D.I(j2' P.ATE�. THERE SXALL BE A MNIM.M�(31 BOLTS P62 PIELE C� ��
AND MX GRITH2IA SXALL BE AS FOLLOK>. 1 a.a YY1N(U BOLT LOLAiED NOT MOf�TFIP�N 12'OR LE55 THPN
STId.GTI.RPl ENGIIEEFt,E1�ERENLED IN Tlff OE�I'6H OF�YR1N6 SYSTEMS, XEe�Y'ELDIN6 5Rx FOR COrPO51TE LOMEGTION OF S�PoILTURAI S1EEl. �`'-'�R�' O.ID D f7)BOLT
TO GAST-IN-PLPLE LONGRETE/JO TMtEADED SNfY FOR GONEGTIpN pF �p��j aP�l�s�40M EK.N E!O OF EPGH PIELE � � �Q
'�IIT PN INSPECTION l�ORT TO Tfff ARLHITEL?.FORFW7RK MIN.GO�PRESSIVE MIWMM GEFfl'!f R�I LIFTS SXALL BE Lf55 iFiPN f1'-0'1NL55 APPROVED BY THE O.BBD� OBOD
SMALL NOT BE REMiOVED�NTIL T!ff CONLRETE NA5 REALHED ITS GE516N 1YPE OF LONGRETE STRBKTH,?'c AT MAX.WG CONiE4T P� 911LDIN6 OFFIGN..6PGVf'�FW.L BE GOK�OLIDAIID BY PEC.HPNILP�1 S1WJL1URP1 STffL 70 OfifR�:I�gMS SHALL BE MANFAG7URED FROM TY�O 57UD5(MINIhUU`�ALL BE PROVIDEO AT i}ff ENDS OF WV15.AT
S1RE?16TX AS IlP71GATE�IN TFE CANLRETE NOTES. GONSTRWTION 28 DAYS RATIO LL9IL YPRD VIORATION p.WNb PLALING BEFORE L055 OF PV5?ILIT'IN A MAN1St !AA'921PL COIF'JfU!IN6 70 ASTM AIOB PND SViALL BE YfLDFD IN NAILS(�E-DRILLEG INLY) 0.'ISD EACN SIDE OF PLL OPENIN65,AND AT TIiE EI�S OF PLL BEAMS AND Z w ��
?0 FILL hE 6ROUi SPPLE C.dSORMANGE WiH AY15.RECiIIRB-8R5 IfFDERS.PO575 OF BUILT�F 2�S7Im5 SfWLL BE NAILED TO EPGN w J 7�(L,
f00'�N65 3000 P51 ObH `�s 5AGK5 MA5013tY VENffR SHN1 BE A�1tl��DIREL'LY TO STFNGT�RAL 51ffi BAR JOi5T5 GPLLED pJf BY LETfERS Al�NTBER SHALL� � � OTFBt P6t TXE POST SGiEPAE.SG1.iD BLOGKIN6�OR W�OD POSTS J
5LAB5 ON 6RADE 3G+00�°51 Ob0 9kt SIGKS MA50NRY,CONGRETE OR SM75 YUiX CORROr�ION RESISTPNT YWll.TIES I. D'ItRJIGATfS Tiff S:�ANC DIAt�1Ht OF Tt�FASTEIE.E. D SHALL SNALL 8E PROVIDED TN7Cr15N ALL FLOORS 70 9.QPORT:N6 PEF9EE5 U � .�9�
DESIFiIED PJO W1V.FAGT�RF.D IN PLLORDANLE W1TH THE PRO`/ISIONS (FOUIDATI0IU BELOYI(213xB IffPDERS SHPLL BE R+DJIDED OVER
FOI,PlpATION YWLLS � OF AT LAST 22 6A6E BY Ys",SPALEp EITI�R 12'/74'OR 18'A6" OF T{ff 57AIgJARD SPEGIPIGAT�OII�OF TFE ST�.J015T INSTIME(SJU. ������'������A�'��T DIPF¢TEt
Pl�GOlJDBG ' �P51 0.45 3l5 SALKS NERTIGPLMOWZONTAL)SPALIN6.YIALL TIES SIiALL NAVE A LIP Tlff JOISTS SHALL BE THE ttPE IlmIGATED ON TfE PLANS,AI�SWLL EE 2.TFE GLFAR4NGE HOLE FOR TIiE SHANK SHALL HAVE TNE SAPE DIAhETff! PLL OPQlIN65.
EN6A61N6 0.148'9 GONTINKV"XORIZONrPL JOIM REIIFORLE�Nf. DF51filED TO�SIST TFE LOADS INDIGA7ED. AS Tif SIWIK AND TNE Sh`+E OB'iH�PENETTtA710N A5 iHE LH�67H OF
n�niruruw wa,�+rs oF c�xnnan ruhwni rur ae u+nr�iF n �ZONTAL J01NT���0�"�M�`r s��uTT s�.ic�v e�TM�v nes. ����"E�`'0"�°k��E"���+oT DIVISION 6.1: GHEMIGALLY TREATED WOOD d
cor+c�nix vEsiba is wern�rTm ro n+e s�nau ewir�uio �r�v�er r�r�,asr�ocs-��r+ro��sr u�i�i��a» rs�e�im�Aos. �k�is�To��si,�i�c�ro�r's�rri i��'�� GORROSION OF GGNNEGTORS 8 FASTENERS �
n+e eu�oir+b a�iciu Fcrc�wn�rro v�cs Pwoa ro R..tir+s ANGHORAGE TO GONGRETE OR MASONRY 3.ue um r�000 scr+etis�ut.ee irsrn�v er nRwne oF A v�cN o
c rnn i iuc u c�awo.c ic_ncri creewa OR SGREYI�WVE4 NOT DRIVEN YUTX A W1M�fR. WOOD HAT�IALS REGUIRED TO BE iREATED YUTX A PRESFRVATIVE PEC �
.iHE MIX DESK�q$NPLL INLLUDE TNE AMq.P/15 OF LEMETI'. 5EL �+ AS 11�IGATED ON THE DRM'UN65 Z
FIPE AND COARSE A66ltE6ATE,VWTER AND,4pMIXiLRES,q5 ygL q5 7ryE GAST-!N-R.ACF lLIP)ANGHORi° L gE HqyE A 90.DE6REE FICOK HI7N AN SliAi�BE KytlK-PRO SGREY6 BY HILn AND INS7ALLED M STRIGT AGC,ORpPNLE 4.AL'BOLTS M!D LPb$LREWS 5HALL CqFpRM TO PSTM SPELIFILATION I�`�LTI�N 7304.1.1 SHALL BE IDENi7FlED 9Y A q1PLIN MARK IN p
YlA1ERtEMENf RAT10,�AUMP�GONLREIE YI0.D AND wBSiANi1ATIN6 INSIOE RADA15 OF 3EyPW51J1 EXTENSION OF ISdyAT TFf FRFE END. WITN TNE MPN.FALiLY�,R5 RELOMMEhDA'Ip5 Plm hE FOLLOYYN6 TPBL: F307, 36 K51.NASIgRS SNALL BE%.ALED LNDER THE HEADS AND PLGORDPNGE YtlTf PYPA STPI�ARDS.
GIP PNLHORS IN H0.501RY ShW,L gE SEG�REp IN PLPGE PRIOR TO 6ROUiIN6. f-
STFEN6IH DATA IN ALLORDANGE WTX iHE UTEST EDITION OF ALI 31H, PFOVIDE I"6Rp1T MINIMIM ARG1.1ID ALL BOL75 IN MA501&1'. DRIL FWTE SLREW NlfS OF PLL BOLTS PND LA6 SLRB'G BEARIN6 ON WWD. � p
GXPP7ER 5.TFE REVIEYI OF MIX DE516N�I.WdITiA15 6Y T!E @l51N�2 OF T1FEE4 LON�GTOR$A1ID FA51E1$RS IN fqNT,+LT YUTN pRESEQVATIVE-
RECORD INDILAiES OW.Y hE IIfORMAT1p1 PRESENiEp GOIFpRMS GIP ANGfiOFta IN LONL�;E MAY NpT�ry,qCEp yw11LE TFf GONGRETE IS IN A �IGATION 512E 5I2E pRILLIN6 RAN6E WOOD GON5IRI.'LiION CAIfgGTOFS GALLED QlT BY tETTH'i5 Vp N� 1RE4Tb OR PIRE-RETARpQR TRE,4Tb yqpp rg}1gER5 r.a{pL,� Q �
6ET8tALLY YUTX CONTRP4T DOGL�NTS, (qNTIiOGTOR MAINiAINS R.A571G STATE✓�IElL U TFE PNGNpRS pRE tlpT pETq�LEp pR yEGFiFD �B .035'TO.I' ����`'��nE'8Y SIMP'�N COrPANY,A5 SpEGFim IN TXEIR MOT-0IPPED ZING GOATED 6PLVAtUZED 5�,STAINFY STEE�,SILIGON � Z
FU1 RE:P0161&LIT'WFt SPELIPIm PB2fORMANGE. LI6HT 6PUSE hETA15 SEiF-pRILLINb r1 GATALGK MTEST EDITIONI. PROVIpE N,�EF pNp 51g pF pq51ET�i5 q�., BRONZE OR(.OppER '
PS NOOKED P�FIAMD OR TIED TO f�I1FORGp�NT yUTH�N 7HE CONLf�1E; �10 D35°TO.II' SPEGIFIED BY MP,NIFAG7IA�,'(,pNE„70R5 SXPLL�irySTPLL�IN O Q
ni t�rornc+c ypTM artFKFS E���ED TO STANDIIkS YIA'EQ SMN1 BE 2)tiE Pd�GMOR�PRE MAINTPJI�IN iHE C4RREGT POSITION YHILE TFff A B?RWEA�7I�N PRESERVATIVE•TREATED OR FIRE RETARD@li 1RE4TED
CONGREiE R@1A116 PLPuTIG �IO II'TO.I'IS' AU.ORDANGE IWTH TFff MAWFALTURHt5 1115TW!LTIplS. pyL,1715i5µp IJi
PJR{NiRAItgD Ytl?X AN AIR-LONiB1T GONFORMINb 70 IBL TABLE 19042.1. M�TFE GfXIGF�TE IS RZOPEW.Y PEDIUM 6P116E METALS 53F-DRILL;Nb 9 MA.iIPLE JOIST 2EAM5'' L BE lAkgLTED TO PWSN 8EAM5 YUTX V' �5 GAN BE U5ED YNfN PPPROVED BY THE ENbll�t Plm ARGNI'EGT. p � �
GON50LIDATED PRpJNp THE,41lGIqK[IBG 190'I5.1� �] .II'TO]I' e���p15T HPN6EF5. TFE CONfRPGTOR SHPLL BE RE5pON51gLE FOR Sfl.EGTON OF THE Z w �
REIIFORLINS STEEL SiiPLL COIFORM TO ASTM P615(INCLWINb S�.PPLEFffN7 �����INTO CONGREiE SfU,LL�'Ky1IK 80LT R',P70 �Y�W bAIKE`ETALS Sc"�F•p2ILLiN6 5 �I] 25'TO 5' APPFOPWATf COMEL7pR ANp FASTENER CAAiIN6 BASED ON T}g INfE'�E� � � U x
51),6RADE 60,!y=60.000 P51.6RADE 60 REIIFORGIN6&4W t0 EE 7{READED E�ANSION REfRiS R(f0 CONGRElE SNALL 8E`�VE ANCJ10R5, ET�U5E OF Tlff COwEGTOR OR FASiQfR AND T}�G�11L 1L PRES�/ATIVE F- � Q V�
MELO�SHPL!GOIFORM TO A51M A7C6.VfLOED YURE FA�IL SHALL AS MAWFALTLRm BY INLTI GCRPOFtATION.INSTALL IN 57RK�T ACI.ORDANGE fOR PROPER INSTALu1TI0N Tiff LEN61H OF THE FLUfE SIULL BE 6REATER U�ED IN T}E TREATME4T OF�FOR YWIG7 IT IS IN GOHfALT.
LOIfOFN TO A5iT7 A185.LaN51NDINPI REIlfORCfMHIT IN pKiILE FRM¢ p11}i IGG R��T N0.E5R-191�,INLLIAIN6 MINIMA�1 Eh�EDFENT RFq11RET$l;5. �����'` �T��`T���INS ORILLED(ly'MAXIM.M)P1dJ T}g v q Q 2�
MEMEFRS.WD IN VIALL BPJI�ARY r&,""EHtS SXAL:LOMRI.Y WTN ASTM A'IC6. POIM LEN6TH.P£A�A.Rb FRLM TFiE URFREADED SELTION TO TNE FIRST TFf FOLLOWN6 TABLE SHALL 2E USED POR SELEGiIGN OF GOKEGTORS W W�1 � ��
REI�ORLINb STffL S�PLL 8E DEfAILED(INGWDIN6 HOOK�AND�51 IN E�°OXY{�tQ/TED ANLMORS(TlFEAOED ROD OR REIIFORLIN6 EAR)SNALL ThREAD StIQ,ID 6E LON6 ENOU6H TO ETYiRE DRIWN6 PG110N IS COMPLETE BASED CN bALVANIZED CAATIN6 GR STAIKEYa S1ED..FPSTQEFS USED � O lI1 q--�
AGCORDANLE YtlTH Tr1E lATEST E71TI01G OF AGI 315 Plb 318.REIlFORLEMQIT 8E 6RDUTED W7H'SET-XP'BY SIM'50N 57R(N16-ilE. R6TPLL IN 57RIG7 B�ORE Tf$THREADr EN6A6'c. SHALL BE MADE�THE SMff MATBiIAL A$TFf GRfEG70R � a �L �
KGORDANGE KTX IGG RE?ORT E5R-150B.HOLES FOR�OXY ANLMORS � �
MAY 6E SPLILED ONLY Y�E II�IGA'ID ON iHE ORAY9N65�E%C�'TH4T SHALL BE TipRGU6�iY LLEVED W1H A M'l.ON BFtlX.M hlm PREf-F.AIRIZED PRODUGT Q � Z 7 O
rs�irroRuas irm�cnrm ns•cannr�au5•r+P,r ee s�icEv as�ar� AiR ca ra�n�srnicr Accor�avcF rurN eza-�. DIVI510N b: TIMBER conrwss ie5 ovsr(eies/ sra�ss
er ne corrtRocrort Faz ca�smen�un.�vewPrgrrt u+o se�ice c�nicu' o.ao avsr ies��sn� sra
� LB16h15 SHALL BE 0.5`OLLOY6: (dy�F6t5 TO BM DIAMETERS) SHOT PINS AND OiF�i POWDE4 PGNAiID FAST@82>SNALL BE�ILTI FRPNIN6 LLTIBER SNALL�KILN DRIED OR MC 19,PND 6RALED AND
PRESERVATIVE (690) P653.AI53 OR A173
1�=3C00 PSI 1�:<OPO P5� GORPORA11q1,56�UE5 D5,O.ITf'DIMETER INSTPLL M STRIGT PGCORDANGE MARK�IN L0IFOWMVLE YITX Y{'PA 57MDPRD 6RADIN6 RLLES FOR �r mu
wni icc�axr No.[-sR-ws3.�wwo-u+a�r iH coNcrsEre siwl ee ik.'. v�5r consr u�v�resr mma+nro�u5r+�o ro ne sruoa�s u+rr�nreo rnw
LOND�nON B'Vi5 �LA55 A �LA55 B �Lq55 A �W5` 8 MAINTAIN AT LEP6T 3'TO I�IREST LONGRE7E EL�E pNp 3'BEN�1 FPST8Ht5. ���Tm�T���`Z�5��aV`.nE DE516N 51qYN IN SBX yE5 yg yg GENERAL
�I.IGE LEN6TH 5�6, 44 dy 5�dy 30� 50 dy SHOTPINS PND OTYE2 POYaE4-PGNATED FASTENERS INfO STEEL SXPLL HAVE T'�E DRAWIN65 15 BASED ON TIE NATIOWV.DES16N SPELIFIGATIONS FOR GLAG CJ��i�Rf��.
�et TB�SION t wi 55 d Tl d 48 C 63 E i YICOD COISTId1LT10N(X)01-1D5)P�L151�BY TFE M�EWGPH FOREST P1ID
- A MINIM,M�6E DISTANLE OF'�•A18 gE Spp,Gm qT A MMIMIM OF I', K¢L e pGQ-p
- I x�� u� eo eb eo ab .��n�A���aw.�.,e5 sNui cor�ow�ro asn+s�aF�c,+na+ s��I��A�m��ns��wsensa�v nrm owm nrm ne SHEET I NDEX LBA-A/GA$ r+o ,=s �s NOTES
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. I d DEV9..OPM�Yf S K6 44 r� 38 dy � 41.Lf7 W1INATED�SiWLL EE FPHItGATFD M CONFORMANGE 51.1 bENERAI STWKTURA�NOTES AGU
lEN6TX >�'1 55 d 48 d YUTM PSTM AND P1TG$TPIDARDS.EP4H�£Tff�i SNALL BEM AN 51.1 Pq.WA�dI PLAN
AITG IOBITIF,GATION MARK Al�SHALL�p.LGpMpqrllED BY AN � ■�os*
OEV.LBV6TH 5�6 S'f dy 50 dy AILG GHtT1FILATE Cf�E. GE$
�dt TOP BPRS >�7 '12.dy 61 Cy 521 LPPER ROOR FRPMNb PLPN I. �7X=POT SODiIM BCRATE �
GGAL:GHROMATED LOP,'@2 AR�ENAiE (,[�
I.yl DEV.LEN6iN PLL 12 dy 19 dy ALL SIMPLE SPAN�415$XALL�LqKI.AS FIR COI�BINAPON 523 ROOF FRAMIN6 PLAN PG(�G/PG(i-D a�1LKALIIE COPPE2 GUA i
. ��BARS 24F-Y4,Fb=1.400 P51,Fv=190 F51.ALL LANTILEVERED�AMS SNALL
DEV.L@16TX 9E LCU6LV'FIR LOFEINATION 7qF-V0.Po•2400 P51.F=]40 P51. 53.1 7YPIGAL DE7AIL5 GBA-A t GA-B=CAPPER AZOTE (,E5
�dc LOrPRE5510N ALL 73 dy 19 Cy LPM892 PLL bLLIAM�AM5 TO 3.PIX1'RADtlS.6LlED LAMNATED NOIF�DOT.OTIIER BORAiE a�
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. AND REd11REMENTS OF SLAB DEPRE5510N5� SLOPES, ETG. THE Post OFPite 2ox 26
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� �'TdG APA APPROVEp GDX � 0.148'm x 3" 0.148"9 x 3" 0.1?8'9 x 3' __ ��b�F � (5)�xp 5ppp2 11,156� �' �i (] v�
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� (5)7x6 SPFu2 11p3b+ W w � p u
NC1E5: "" O � � ��
I. APA RA1ED ORIENTED SiRAND BOARD SHEATHINb MAY BE 5�8571MED FOR GCX PLYWpOp ��
WITH NO REp,JGTION IN STRENbTH. � H553s3xYs 57�COUPBJ pEt P,.p,N 2'ip00+0 H=10'-0" IU53J!19/53.1 � � Z �O
2. PLYWOCD SFiPJ.I.0E LAID UP WITH FAGE 6RAIN PERPENpIGULAR TO FRAMIN6 ME'�+3ER5 BELOW
' AND END.IOINTS SHALL BE STAf�6ERED. � i �t„
3. ALL NAILS SHALL BE COMMON WIiH THE NpMINAL DIAMEiER AND LENGTH SPEGFlED IN THE GENERAL STRllGNRAL NOTES,DIVISION 6. I. VE�TIGAL GAPAGI�1'BASE7 ON 8'-0°SND LEN6TH. MIN. r*mu
4. FIELD NAILIN6 SHALL 9E SPPLED e 6'a(1"AXJ WiERE 51PPORTIN6 MEMBEQS ARE SPALED�4g"oc, 2. &IILi-1.Q 2x4 LAMIN,4TED PO5T5 SHALL BE NAILED o � a o iv F��N�f�r�ON P�f�N
Y11TH o.148'm z 3°0 9'oc, 57AGGEREp:
' 3. ALL LISTED GAPAGITIES BASED ON SPEG�ES 6RADE K2. . I
SEE PLAN NOTE FOR SPEGES$PF„�IFIGATION. P I
o a a Ib-014
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c �Cj
r�
a � o a I �
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� Z��
2x4 STUDS 2xb STUDS
�� 5�.1
, o PLAN NOTES:
_ I. RffER i0 AR.GHIiEGTS DRAWINGS FOR ALL,DIMEN510N5 NOT SNOYiJ. '-,�HAPER ENGINEERING,LLC,
' � THE DIMENSIONS SHOWN,4RE pER T}{E qRC,HITEGiS DRAIYINGS AND Post Offit.e Box 26
SHALL 3E VERIFIED BY THE CON7RAGTOR PRIOR TO CANSTRUGTION. �,�q,�Mesota 55364
, 2. THE DE516N SHOYB!IS FOR THE 6RAVITY��-JPPORT FOR A SECONp VOIGE: (163)567-'A35
- SiORY AppITION OVER THE EXISTIN6 6ARAbE ONLY. A LATERAL
. ANALY515 W�5 NOT BffN PERPORMED ThUS IS�T INLWDED IN SLHAPER
ENGINEERIN6,LLG SGOPE OF VIORK. I hereby certify lhat this plan,
ALL ND'1 AND GARP6E LEVEL EXiHtlqt VERTIGAL WOOD FRAMED speciFkotion,or repart v�
------------------- SIA2FPGE5 Si1ALL BE SHEAT}gD WITH/w"APA.APPROVED PLYWOOD pr�ad by ms or under my
AND NAILED YV Bd e 6'oc AT PANEL ED6E5(12'oc FIELD). 5iLL PLA?E direct supeMsiai md rt�pt I am
ANGHOR BOLT SPAGIN6 AND 501 F PLATE NAILIN6 SF+ALL F�7 i}g �
MINIFUMS SPEUFIED IN THE 6ENERAL STRUGTURAL NOTES, ���y uce^kd Professbnal
Ergir�eer Mder the laws oF the
3. hiE FLOOR STRllGTURE HA5 NOT BEEN DESI6NED FOR 6YPGRE i E `�oP Mimesotn
OVERLAY. TOTAL DE516N FLOOR DEAD LOAG IS 2C1 PSF. Prht None: G i er
TF+E R�OF STRUGTURE HA5 NpT gEEN DESIGNED FOR A TILE ROOF.
TOTAL pE51GN RpOF DEAp LOAp IS IS PSF. �9�a�
� 4. THE ROOF DIAPHRAGM SHALL BE�'INDEX 24/Ib APA.RATED Data:2/13/I6 Lkareax 50620
�� SHEATH!NG. NAIL PER DIAPHRAGM$GHEDULE TYpE DI
VU Bd COMMON NAILS U.N.O..THE ENTIRE ROpF DIAPHRAGM SHALL
� BE SIiEATHED PRIOR 70 GON57RUG71N6 OVERFZAMIN6. NO RCOF I
SI,RFPGE BELOW THE OVERFRAMINb SHALL BE LEFT NJSHEA
ALL OVERFRAMIN6 SHEATHIN6 SNALL BE DIAFliRPGM TYpE DI
YV 8d GOMMON NAILS.
�s aqy ���0/53.1 5. THE FLOOR DIAP4RAGM SiiALL gE�i'Tdb INDEX 40/20 APA. � I
- j RATED SHEATHIN6. NAIL PER DIAPHRAGM SGHEpULE iYpE � � �
______ YV IOd LOMMON NAILS U.N.O. �
'�� � b. REFER TO II I FOR DOUBLE TOP PLATE SPLILES. ALL SPL;GES �
� � I SHAl.L�NA�UW_E55 0T}ERWISE NOTED. STRAPPED SPLIGES �
EXISTI1k5 BEAM j ; ARE INDIGATED ON THE PLAN Wlhf THEIR SiRAP GALLOUTS. �
' LL I
� j � � T. PROVIDE FVLL BEARIN6 FOR ALL EfAMS Al�ID p05T5. R1LL BEARING o
� ,�, FOR POSTS SFrALL GOP515T OF SOLID BLOGKING THRdJG1i PLOORS '�15
�9 � � pRqVIDIN6 A DIREGT LOAD PATH TO CANGRETE FOUNpAT10N BELOW, T
� � �
I � f � � f ' 8. ALL BEAh15 SHALL BE INSTALLED TOP FLUShi WITH THE TOP �
X 'D ' u' m I�n OF JDISTS UNLE55 NOTE7 ON THE PLPN AS'LOYI'OR 9JP5E7',
�
EXISTINEi °+ a:� ,�; LOW BEAMS_iiALL gE 70P FWSH t0 1.4lDER51DE OF,d�I5T5. � ,o
N �x10 JOISTS y ', n �' UPSET BEAMS SHALL BE BOTTOM FLUSii TO INDEK5IDE OF J015T5. � � �
� � � LEGEND:
o � " � � -
n �� � � n RE�RS TO 1iJF£WL SLI�WLE DESI6NATIONS
�` n,x x REFERS TO ALPHABETIGAL SGF�DU_E
� ^ � & DE516NATIONS
w EXISTING b�.l �n � ti--- 9EARIN6 ENp OF,p15T,TRL55 QR RAFTEQ
2x10 JOISTS �.�� �- GANTILEVERED ENp pF JpIST,TRll55 OR RAFTER
� PANEL EETYIEEN �
� FLCOR TRUSSES ^ � !�UNG END OF J015T,TR1155 OR RAFTER-SEE PLAN
V53.II�� � IH/53.1 9/53.1
OR REPERENGED DETAIL FOR HANbER SPEGIFIGATION.
i 12/53J � POST OR COLUMN-5�P05T 5GI$�JLE ON iHlS Si'.EET;
' ��`- -`--,---x----`--�-_'-_ inax� r n REFERS TO PO57 TYPE,x REFERS TO HOLDOYW
�
----
`------------------------- --------�------ -- --- - ' UPSET INIOtt45 � � TYPE. xx REFERS TO TOTAL POST LOAD,FOR J
isceo - -- ----' -------- I�ORMATION ONLY. -J
13/53.1 (2)I�'ixlllb MIGROLLAM LVL I.9E � TIMBER POST LOGATION-CGGURRIN6 BELOW Z
(21 2x12 5PFw2 F�ADER iHE P;.AN LEVEL SFIOPpl.
10/53.1� � `fl�
_ 8/53.1� �b�p� r�M, � TIMBER P05T LOGATION-CGGURRIN6 P�YF =� �'�
e 24'a THE PLAN LEVEL SiiOVW. W p�
EXISTING NE'rV UPPER FLOOR a
-r o STEEL CALUMN LOGAnON-pGGURRINb BELCW W �z
i F�!E PLAN LEVEL SHOYN. z w ��
ewsnr�vao�e�ir�via��e�ow n+e Purr w � "W
UPPER FLOOR �RAMING PLAN � �� � � ��
�_�-o �� wr ir�icAres secna+cur sff�¢er�cev�rAi�. v � ��
�_-_____., EXISTIN6 IN7ERIOR YYALL TG BE REMOVED
� SOLID GRGIJTED MA50NRY WALL BLOGK GELLS
DIAPHRAGM SGHEDULE'-��3 POST SGHEDULE '-2,3 �
NAILIN6 REGAIIREFffMS W/GOMMON NAILS yy�Np,q��py�qg�E ci�qR o
GLIP SPAGINb GAPAGItt Q
DIAPHRA6M SUPPORiED FIEL�4 �INDIGAiED `��E-PI�-FIR p
MAR'C PANEL TYpE BLpGKEp gqRlpp,RIES PA�L ED6E5 NAILING IN DE7AIL5) �MI� GONNEGTION Ty?IGAL ¢ v
MARK POST GOWgGTION � ;1GE-PINE-FIR DETAIL REFERENGE �p Z
DI � �A A'`PR�VEO GDX � 0.131'9 x 215 0.131'm x 7Sy" 0.131'm x 2�i' GLtP A 2Poc 218 PLF
PLYWOOD,INDEX 24/16 e b'a �6'a •12'a � ����x4�� -- 5p20+ o Q
� (3)2x4 SPFk2 - 7152� o W W'�
� (4l 2x4 SPFp2 -- 8,925a __ � � v�
�a'Ttb APA APPROVEp GOX 0.148'm x 3" 0.148'm z 3° 0.148'm x 3' Ila56d � N p v
� PLYWOOD,INDEX 40/20 � �b'a e b'a e 12'a -- 2�6 PLF � (5J 2x4 SPFKZ - 5 U o Q ��
��5 � l5)2xb 5PFK2 - 21p38x W w �. O Q
� J
I. APA RATED ORIENTED STRAND 80ARD SFiEATHING MAY 8E SL85TITUTED FOR GC%PL''NI�O� O � L.�L f�
YU1H NO REDIKTION IN 57RENGTH. � N553z�x4 STEEL GOLUMN PER PLAN 27pOpN!H=10'-0' I?i53.1!19/53.1 � � Z �O
2. PLYWOOD SHALL BE WD UP WITH FAGE 6RAIN PERPENpIGU.AR 70 FRAMIN6 MEMBERS�Ow 9
- AND END JOINTS SHALL BE STPSGEQED. 1ES 3t'
3. ALL NAILS SHALL BE LOMMON WITH iHE NOMINAL DIAMET�AND LENbTH SpEGIFiED IN TF�GENERAL STRllGiURAL NOTES,DIVI510N 6. I. VERTIGAL GAPAGItt 80.iED ON 8'-0'STUD LENGTH. MIN. +�+m+
4. FIELD NAILING SHALL EE�PGED�b'oc(MAXJ WHERE SUPppRTING MEMBERS ARE SPAGED�48•0�. �. �i�r��xa ur+uu,�Posrs sFULL eE ru,i� � � UPPER FLOOR
win+o.iae"9 z 3"�Q'oc, STAC�GERED: ° � � FR,4MING PLAN
_ 3. ALL LISTED GAPAGITIES BASED ON SPEGES 6RADE*2.
SEE PLAN NOTE FOR SPEGES SPELIFIGATION.
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+` I OS-Ib-Ib REVISED FRAMIN6 PER OYdlER o g �� � �
a p � � .���, � o �g �
PROPOSED SEGOND FLOOR ADDITION FOR: WILLETTE BUILDING LLG W� � o�r�$-��',',v° !^ - g�
� �' NAFSTAD RE5IDENGE
D bOl4 GOUNTY ROAD b a. ��i��,g�� � �� A
� � 145 MANOR GIRGLE n -
MAPLE PLAIN,MN 5535N � �` �".$�� x�'�
� � LON6 LAKE,MN 55356 m o s�o��-S� YF s P�,
-a A aN��Rs �' � �I
D �.���a� `" '� �
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via�r+ s�a,TMu+� o.i3rm x 2s�°roe-r�a,i� wni�ro ourni�x pi,��,wM sf+�+n+ir�
. . EXISTING SV!EATHING BOi,4�7DARY NAILING SHEATHIN6 �� •bbc[103 PLF] W/0.':31"m x JS,"e 6"a BO�d1DARY NAILINb ��N
SHEATHING PER PLAN PEQ PLAN PER PLAN DIAPHRAGM
—DIAPFN2AfM I'-8"MIN. ��'� BCUNDARY NAILINS `�'GHAPER ENGINEERING,LLG
- _ , TO AIN �+ �ATMI� Bqd+DARY NAiLINb �� PER PLAN Post Office Box 26
2'-0'MAX. Mo�xid,Mmesota 55364
PER PLAN ��.0•
PER PLAN
� DIAPHRAGM I'-0' VOIGE: ('163)567-3035
- BGUNDARY NAILING GIRDER Tq155 PQ'GLIP
. PER PL,4N �Q�N I 3x4 FLAT SPF�2 0131•m x a�'
S TOE-NAIL N b'oc I hereby certify that this Plan, I
I I 1 SUSSOR---► � I'-0" GUTRI66ER 9 24"a [l03 PLF] specificafion,or rePort r� i
T� prepa-ad by me or�r my I
�x4�FK2
SGISSOR TRL'�,fi —FULL DEPiH BLOGKIN6 �R� 6ABLE END TRllY' � direct suParvlsion md khat I am �
BLOGKING �� (MAY EE DRILLD W/ �'�' FULL DE?T}!BLCGKING a aly Licensed Professional
0.131"0 z 2Sy'TOE-NAIL pEQ p�qN Engineer�nder tha laws of the
HI TIE AT (31 I'�'9!i0LF5(MAXJ �6°oc[103 PLF] (�L4Y 8E DRILLED YV
�g EALH TRl1�.fi FOR VENTING) 2x LATERAL ;� HI TIE AT (3)I�"�HOLES(MAXJ
EXISTIN6 �5 � �I�� State oF Mimesotn
PER PLAN PER PLAN TRU55 CONT.DOUBLE TOP PANEL EDGE NAILINb TRU55 MFR. EDGE NAILING EAGH TRllS�
F��T:�) Fnt Nane: Lrai er
PER PLAN PLAiE PER PLAN FER SHEAR N1ALL PER PLAN NOTES GOM.DGUBLE TOP I EDGE NAILIN6 Signatu'e:-�
ED6E NAiLING �f' GONT.DCL9LE TOP
0.131'9 x 2%4'TOE-NAIL PER PLAN � SGHEWLE PLATE PER PLAN STUD�"IALL PLATE PER PLAN � PER PLAN NOTES Data:7113/Ib Liceree��0620
@ 6'x[IG3 PLF] I �I PER PLAN NOTES
I . I�--EXI571N6 SiUD NWLL � 0.162'm x 3fy" HAN6ER P82 5n�p yrp,LL I PER PLAN SND VIAL.
I
T�5� PER PLAN � � ��
1i��— TO REMAIN ����°G I
New Trussed Roof to Existirg Roof I i Roof Transition: Rafter To 6irder Truss � rypical Sussor Truss to Exterior Shear Wail � Gable End Scissor Tr�ss at Ext. Non-Shear Wall � � �
Truss to Exterior Non-Shear Wali
SIMPSON 2xb LED6tR � � I
STUD YIALL PER� HANGER YU(21 Ibd EAGH SND -SrUD WALL PER SOLE PLAi:AND SOLE PLAT:AND
6EHERAL STRUG7URAL PROVIDE P� NAILIN6 PER GENErZAL NAILIN6 r.''�6ENERAL � I
NOTES,U.N.O. RADIUS Ai PIOTGH DIAPHRAGM `��STRllGT�RAL
DIAPM2AGM 5�����5 STRUGTURAL NOTES �
SOLE PLATE AND I I BGUP�DARY NAILING DIAPFIRAbM SIMPSON ���ARY NOTES,U.NA. STUD WALL PER
NAILIN6 PER bENERAL I PER PLAN SHEATNIN6 BOI,NDARY A�5 EAGH I P:R PLIVJ 'R3G GLIP SPALED SFEAhIING 6Et�RAL STRUGTI.RAL SHEATHING I 56ENERAL STRLGTURAL � I
PER DIAPHRAGM PER P...�N I NOTES,U.N.O. PER?LAN � NOTES,U.N.O. �
STR;GTURAL NOTES SHEATHING I PER PLAN SEGTION�PEQ IPLAN FALE�EAGH � xHEDULE FLOOR iRlY.fi DIAPHRAGM DIAPNR4GM � I
rv FER PLAN �5 li DIAF'HRAGM PER PLAN BLUNDARY NAILING FLOOR TRU55 `�' � I
PER PLAN BGUNDARf NAILING I
BOUNDARY NAiL�Nb PER FvW PER PLAN � I
i 4' 2x!0 5P�K2 FER PLAN
.CANT.2x YU . 4 RIM JOISi � AFF.9'-b" I pEQ p���c EDGE WVLIN6 `�I
16d p 12"oc F ,,,...✓✓/\�� � RP,FTEQ � ,�i
J015 i i . � PER PLAN PER PLAN NOiES �
I PER PLAN "'�
� = I 0.131'm x 2'y" 0.131'0 x 2Vj" �
FLOOR TRU55 BEAM PR4`�DE"I"WIDE 1x10 SPFx2 BLK'G A 4'-0'oq TOE-NAIL�6°x TOE-NAIL 0 6'oc
PER PLAN ��AN L3x3x0'-?' ��IN 3xb NAILER �,7�g I NAIL TO SHEAT}fIN6 VV �����] CONT.2�10 [l03 PLF] � �
(31 51MPSCN 5DW22500 ��F�E 70 PROVIDE RiL� PANEL � DIAPHRAC,M NAILS p 4'a SPF�'1 RIM
STRONG DRIVE SGREYS BEAM �` YU @1 5D5�5300 BEARING FOR BEAM ' HEADER GONT.DOUBLE 70P CONT.DOb'BLE i0P
�16a EAGH FAGE p�p�,qN Q � STE�.BEAM —PER P(.AN PLATE PER PLAN PLATE PER PI.AN I
[(4l SG¢ENIi EAGH = �� TYP. STEEL BEAM P�R PLAN , Ar.F.T-I' GONT.�x10 HEADER I"YFRE
�6 PER PLAN SPF�2 RIM STUD YWLL PER p�5 AT 51MILAR I
������� 3xb SPFR2 EXISTINb STLD 6EtgRAL ST�IGTURAL
SUPPORT)]'�NSTALL SGREWS FLOOR TRU55 I NAILER NU YWLL PEF PLAN NOTES,U.N.O. EXI57IN6 SiUD
, PORT ESR-0192 � � p�p�qN Yy i�'m YELp
/ VY1LL PER PL4N
New Floor to Existing Floor �J SEGTION sn°5.3��0` � Floor .:oist Parallel to Ext. Non-Shear Wall � Floor Joist Perp. to Ext. Non-Shear Waii��
_ v
. �
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- � �asnr�snm
rw���e�av �isnr�snro z
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� E�' DATE TIME
CITY OF ORONO S�CALLED IN �)_ �
INSPECTION NOTICE HEDULED «'
PERMIT NO. COMPLETED
ADDRESS � y� ��� � � °
OWNER TELEPHONE NO. � f � -�O+�y�
CONTRACTOR �-� 1�' I �--Q � ����9`
� DESCRIPTION ���
Ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q �FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
W ❑ AS BUILT-SURVEY ❑ SE ER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE ❑ TIC INSTALL
? OMfNF.A1COKTRACTOR TO M • ' YES_NO
� COMMENT'� � ��'c - R 1- - �J` o�.� � I �
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0 ❑CORRECT WORK,C/1LL FOR REINSPECTION TEMPOi1ARY
V BEFOREfX�VERINO PERMANENT
❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pF{OTO TAKEN
INSPECTOR YYILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED
❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS.
Call for N�e next inspection 24 hours in advance. (952) 249-4600
OwnerlContractor on site:
i��t«: h=.r �
White CopyAnspecUor's FIN Canary CopylSlb Notle�
DATE TIME�
C OF RONO CALLED IN ����(��
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED
ADDRESS
�NNER TELEPHONE NO. ��la � ��
CONTRACTOR
�
� DESCRIPTION �
�y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FIN
� ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
k1 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
v ❑ DEMO-SITE EPTIC INSTALL
2 dWNERICONTRACTOR TO MEET YES_NO
� COMMENT�
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W �i{i CORRECT WORK 8 PROCEED ❑ISSUE CERTIFlCATE OF OCCUWINCY
O ❑COFtRECT WORK,CALL FOR REtNSPECTION TEIiAPORARY
V BEFORECONERIN(i PERMANEN7
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p p�pTO TAKEN
INSPECTOR WFLL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR O qTATION ISSUED
❑INSPECTION REQIIIRED.CALL TO ARRANGE ACCESS.
CsY forthe next inspection 24 hours in sdvanoe. (952) 249-4600
Owr�er/Confractor on site•
Inspector: �l•r�� �•
WMt�CopyAnspecta's FIN Gnary CopylSit�Notia
� � se �
DATE TIME
CITY OF ORONO cnLLED IN
INSPECTION NOTICE SCHEDULED `
PERMR NO.%�nIIO' � COMPLETED
ADDRESS �� ��f2f.�2. .
OWNER TELEPHONE NO. /z 'S�� �
CONTRACTOR �
� DESCRIPTION �_ 5�-� la T J � � �
l~y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � �Q�
� ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILL(NG '�
O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL ��Y�
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
_ ❑FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPIAINT
Q ❑ F AL ❑WATER HOOK-UP :�' �" "❑ FOLLOW-UP '
W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
J ❑ DEMO-SITE ❑ S TIC INSTALL
2 OWNERlCO�fTRACTOR TO MEET Y�WJ: YES_NO
y COMMENTS: � e�.h .. q�dv� �a��G
W
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�W�'9�MGR�CTORY`.PROCEED O PROJECT COMPLETE
� ❑CORRECT YMORK 3 PROCEED O ISSUE CERTIFICATE OF OCCXIPANCY
W
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CONERIN(i PERMANENT
❑C�RRECTUNSAFECONDITIONWRHIN HOURS. O PHOTOTAKEN
INSPECTOR WFLL RETURN
❑STOP OROER POSTED.CALL INSPECTOR �pTATION ISSUEO
O INSPECTION RE(]UIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owr�ICoMrector on site:
Inspec r^-
wni�e com►nnsPscwrs Fi�. C�nary CopyISIN Notie�
i
I I CERTlFICATE OF SURVEY
.,� �
L/L.LJ /`��\��T� � I A \/ I .
...� � i �: �n�_ C�n � j�vn^ ^r-i./�ntr�
:� ,7 � _ ..:C_..v� v� � ��.�iiiii-iv�v� FOR
` I � ` ADAM 1`IAFSTAD
EDGE OF WOOpS --MOW LINE-� �i'"---� I
i
; �• � ��, 3 89•bB'16'�S �� M�w�✓ae�
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� �� � ; � � ��� PROPERTY DESGRIPTION
`� �` � � P,� `` ( ADOITION�accordl�N o the�e�orded plat�
c� � �\ �\ ��a, �• thereof, Hennepin County, Minnesoto.
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\ 145 Manor Circle, Orono, MN
� .�
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� --EDGE OF � �� 'C� • Matters of record are shown only according
ISPRUCE TREES �o ��_ ) `� Cl \ _ f0 fhB Plat of record. No t1U9
'�; ��� p � �j � � documentatlon was provided by the cllent.
lJ_ i `,\ /r�\ � p��� � � •
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pUr`'" ° �r`
i i � ,� � d�y pp'pp, pUs"� C / �� � 1 hereby certify thot thls survey, plan, or
��� •.\ � , gin1M�A� / '� report was prepared by me or under my
[� ; � s�RF .- �- � dlrect supervislon and thct 1 am a Lfcensed
. � �,���, I Land Surv�eyor under the laws of the State
(;) � • " �✓�.;�� of Minnesota.
�- ��' � � . . _ . . _ . . � ' ' ��v � �� I Date 05 16 16 �Ci✓1' �r' (I M�
��- I /'J`J� I Trace C. McCoy � 1,W1� �.( ��
�'- � I License No. 44531 „�„���
`'_ � � Z��(p •11lX�
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I � se,r.
�r REVISIONS
c� � � „ _ Sec�nd Sb�� Ot0�0�r���
�� �� I LAN� SERVICES�
RECEIVEp
� 70$13T AVENUE NE,#1
� � BUFFqLo,MN 55313 OATE OS/16/16 . , O ^0��
I PH.763.682.1781 VWVW.MEYERROHIJN.COM . /
L
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OF FILE NO.
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