HomeMy WebLinkAbout2007-P10663 (building) � � PERMIT
CIT:' OF� ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: P10663
Crystal Bay, Minnesota 55323 Permit Type: New Structure
(952) 249-4600 Date Issued:
2/16/2007
SITE ADDRESS: 2590 Casco Pt Rd Unit#
Wayzata, MN 55391
PID: 20-117-23-21-0034
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential Census Code 101
Permit Class: Building
Permit Type:
New Structure Permit Sub-type(s): New Home- Single Family
DETAILS:
Approved per resolution#:
Separate permits required: Plumbing Mechanical Fireplace Water Connection Sewer Connection Irrigation Electrical
(state)
NOTICES/REMARKS:
Reclaim SAC Credit From June 1992
FEE SUMMARY: Pernut Fee: $ 6,711.25 valuation: $ 1,350,000.00
Plan Review Fee: $ 4,362.31
State Surcharge Fee: $ 660.00
TOTAL FEE: $ 11,733.56
APPLICANT: On The Level Inc. OWNER: Jim Butts
2638 Shadow Lane- Suite 100 11266 Landing Road
Chaska,MN 55318 Eden Prairie, MN 55347
THE UNDERS[GNED 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 REQU[REMENTS.
APPLICANT PERMITEG S[GNATURL ISS D BY SIGNATURE
Copies: l-File(Signatures Required), I-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
� ,�a�.�`�"
' ! � �. <..� /
Total Fee: $ � I ,y 1%� �� DateReceived• � " �r �-� -'I
Entered By:-- ,.'' r ,ry�(';�j Z"�4 � � Permit#: f-a�J �i '�.r °�
�,.
CITY OF ORONO - BUILDYNG PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all info�•ntcttion)
------------------------------------------------------------------------------------------------------------------------
�o� srTE �n�ss: a5 90 Ca.Sco P�-, �! . _ �rP: `3�9,/
'Will this be a Parade of I�on�es,Reenodelers Showcase Home or other Display�ome?
(� y�� � Np If yes, a special event per»iit is required with �'olice De�artment and Ci�y�
�'auncil approvu160 days,prior to the evertr. Non permir.ted ev�nts will nc�z
be allowed,
NAM� ��' OWNER ��� Cau�S PHONE: (ho[iae) ��S2.91y,y,53"7
�work)
MAYI,ING A�f�3�S5: I I�6 �ol���"_'_' CITY: � �' t' !' GTP: �_.SS3i/�7
Co�m�.�,.cTo�: n� i�e TC rxorr�: ��sd, �o, �G..�3
CONTACx PERSON: , 1VIOBTT,�/�A.C;ER: .Sa, 2. [�/o.�0
1VXXA.ILYNG E4.UDRESS: LJ n st IOU CIT'Y: C���.�F�L:i_ Z,Tp: S��l
S'rATE LYCENSE: # �/►-EO,� _ -
ARCH�T�C'�/ENGYN��R: { b� �— � r P�TUlY�: 9sa. 1�fG -�0�.1
��Lr�� �xxEss: 7 � ' ��c��Y: �, P, z�: ���
NAIVXE: a i Ka, v1�' �CISTRAT�ON'#
'�'I�'PE O�"WOI�: New � Accessory Structure
Additiota lVyove
R.emode�/Alteration Land Alteration�
� � � S�-!`G�G��'�
��Q�OSED'V�'4�RK(describe in det�i�: �� R�S�o��n� —
sTt��ltEs: 2- s�. FEET o�'E�C� �'La��: L.� - as�� rt�1--33s1 uL-a 90 �i�n;�°c
r�c�. �r a����a��s: S` �A.�,.�E s���.s: ��T.� a���r. —
. `���f�`
ES`�IMAT�D C�NSTRUCTYON VAI�l'7A'1CY�3N�e�cluding laad): � ��,�U�4G1�
I hereby apply for a buildixig pernut and I acl�tov��ledge that the information above is comglete and accurate;th�t the
�vork will be irz conformance ti�ith the ordinances and codes of the City and with the Scatc Building Code; that I
u.nderstand[his is not a permit and worh,is not to start R�ithout a pexxnit;and�hat the work uriil be in accoxdance wilh
the appzoved plan. ,
,A�'Pi.I�4.�1T''� SY�I�'A3�URE: I3P,.^�['E. 1`z-o��- ��
,��� `' / `'��
. �
,.�,,u6 09:27am From-CITY OF ORONO
+9522494616 T-127 P.003/003 F-680
Se�..13.0� �GHTS OF SCIBJECTS OF DATA
Subd.1• Type uf daca. The rights of indivldu�l on vshom the dusa ls siorcd or to 4e stored shall be sts szt forth�n�his sec�lon.
Subd.:. f nt��ation requirr.d to be 8of the rei ues[ed datn�v�id�an chc cul ectfngstat eag nti�,Po 1��1 suydda;aun,oi,`or rcfustnglto suppl�
intarmed of: (a)tfi�purpose and iasended use q „�,tea d:�ta;(�)unY���W'�consnqueece arlsing from hia supplying
whethcn c�muy refuse or�s►�;���Y r�9uired to suppb'tl�e req
�� ��vesi�Attve dasa,pursuant to scetion 73•82,subdivision 5,to a taw cnforeement otficnr.
pr}�'ate or Cunfidential dAia;and(d)ta cod�u t yof otbe�p�rsons or enticiEs auth�rizcd bY state or federul l„w ro recetve tba dstu.Ti�is requiremen�s a
not'rpply wh�n vn indf�'idual i�as1.e P r� ertv taz rCf�i
Thc cu isxioner 6f r.+'enuc mh lace thc na f�e re uirct! �nder this S�hdl��ision irs iht indi� da1 lncome tuY�
instrncti�»�instcad dS 0�thosc formS.
�ubd.3. Aecess to dutu by fndl�idusl. Upon rcquest co a re�ponsfble autnoricy,a��indi��idual sh9n be ia[vrmed whethur he ie tUe subJect ot
�ored data on individuals,and whether it is classifcd as Public,private or cunfitlential. Ugon his[urchcr requ�st,An indiv;tlual wlio is tbe subl��cc of
stored privatr ur pubUC dats on iodviAual ha�b�bn$Uown th�c pri 5t'data�anu intormed ai�����n"�Q��de aduat�hnsbefee colecuded to h��°The
mcaning of that daca. Af[er an ind� ma�'
mu0ihs chcreufter unleSS a disPute or accion pursuanc to this seetlon is pending or addition�t
�espunsible authority shait provide copies of the priv�te or public dutn up�on��qv��n�'�nb i������eseubjce�of tlte datA• Tht reepons�hleavchol'Ity
1 immndiately,i[possiblw wi[h any rcyuest made pursuant tD this subdivislon,o�within flve days of the
requfre the rryuestlng person to pay tbe accuat eos�s o[malang��er��ty b'
The respoosibl�muthariry�hat1 comp y �h4TidAys,If fmmcdia[e tomp��sncr is no[poesible.If he pnnoi romply with�he 1'eque�t within
date of the rrquest,excluding Sucurdays,Sundays a n vee an additianal f,vedays w���nti'����h co comply we�h thc request,exc3uding����Y�,�nda;3
chac eime,lie shall so inform the tndividual,aad may
snd leg€1 hulidaya. .
Subd.x• procedurewben datu ls not accurate or comp►rte. An individual mny contesttbe accuracy orcompleteness ufpublic ar private ata
ast reai ;enu ai
coneerning himself.Ta exerci hinf 3�days eitba�"V`�a)�o►'r4M tho dntA f0und`t�b�ntlCSCUP�te o1'in ompletrband ite�rtp[m A t[yp s�Pn4 he
rnsponsible auctioriry shall wi
inaccur�tte or IRcomp��4 onl�if he�ndtvid al'x scat ment of d'esagreemen�u includediwltti th ed sto�d�daha.believes ti+c duta to be correct• a�a�n
d�puce shau be disc1os d Y �.�led pursuant Lo the provfsions of�he adminiscrauve proeedure ac�ro�at�na so
Tbe dcccrmic�atfon of tho respons1ble au�horiry may be app
GpntcstcU CAses.
l7ATA PRIVAC'S'ADVISOIt1r
In accordance With b7.S.13.44,Subd.2,"Rfghts of subjects of data",r��e would lfke to inform you that your request
tnr a pernut or liceuse from the City of Orono or any of its depArtments may require you to furnish certain priv�te or
confidenual information.
You are noti5ed that:
1. The in�'ormation you fnrn�sh will b t refusal may require that the�ity deny he permit or license.quested.
Z, You xnay refuse to sappl�data,bu
3, The information�y be shared with other local,state or federal agencies to the extent necessary to process
the permit or license. become
4. Tf youar requested permit or iicense requires Council action to upgrave, some informatio�z may
publie-
�, You have certain rights under M.S.13.04(available upon request)to review private data on yourse .
6, Your full narne is req�uired to process this applieation or permit.
-� C1�n��-
IVlitldle
�.est
Firs[
3 �j ; �v
Addreas �� �ys 9.s�.z�Z.��
scac� z¢n �non�
City -
I undersfund rights as staced above.
/A /'�
Signaturr , i C Sf �(�/
CHECK OFF LIST FOR ISS UANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: 2.5`'(� (�� P{�,�o�
PID: P�.J
DESCRIPTION OF WORK: � orl V���� r� - c' '`
� -----------------------------------------------t ----------------------------------------------------------+---------- �.
� ZONING REVIEW BY.• e�r DATEAPPROVED: l I�I ' � 7 q r��►1�
� BUILDINGREVIEWBY.• DATEAPPROi�ED: Z-t6-o7 1
• ---------------------------------------- ------------------------------------------y---------------------------------
� FEES TO BE CHARGED: Misc. Fees Calculated B
� PERMIT Yes No
� PLAN REVIEW Yes No SEWER CONNECTION
� � STATE SURCHARGE Yes ✓ No WATER CONNECTION
s � INVESTIGATION FEE Yes No ✓ PARK FEE
�� � SAC Yes No� �S7TE INSPECTION
�� a � Nzrmber of SAC Units eg,,� ii-�g-g��;Rw,,; 6S 6�0 �a���;OTHER (sp ec�)
d � � ----------------------------------------------------------------------��---�L�cil.__L_`]�------------------------------
� � 9 D ZONING CHECK LIST zoning Districr: L f� - /(�,
� �. �. °
� a �� Fire Depar•tmenl: Post Offrce: School District:
� � � 3 Lot.4rea: Sq.ft. Acres l� Gi�idth ��S Depth ��7� �Z
s U� �
� Z Sauvev Subnzitted: 1'es_� No Date of Sz�rvey: Z7 �1�7
.a � ,�� i�3 - a�
r¢,vr.51 cr�rl
�`� � d Proposed Setbacks: c� /�(E
3 � � Front(Lake): �r 7 &ga+t Side: ��� �
� �W
Rear(Street): ���� �eft Side: .�N��q�
0' ��, Adjacent Structures: yl l�- Y�'etland: `1�}
3 � 3 •
..� � Be�i(ding Heighl: Def. Hgt. 3� Peak Kgt.
d
� Lot Coverage: 5� Z � �
� �
Grading: Sta�f'Approval Dale: 7..- I6 -07 By:T� COLIi1C1j.4pproval Date:
�Septrc: StaffApprovalDale: �„��" By:
7_o��ing File: # Resoli�tio�r: # Resolzrtion Date:
Shorelar�d Distr•ict: MCI��D •mil: c�
9�� . Selback.� Blu Setbac% �
. g ff n� � U Lot Cover•age: i t �(�
£,ristirrg"�}� Proposed
Hardcover: 0-7�' 2 3 � O
?�-�.50' —�2�7� ��� -- ���`�(o°lv
2so-so0' -.�32��� � ���" —' S,R'Z lp
soo-�oon� �_ —
Hardcover G'aria��ce Reyuired: I'es� ���o� Date of Coarncil Approval.�
��
REMARKS(in ltouse): t/1p {p�c! � -� �0 Q�.
C1uesH� Q�'� 7-�i��� �-�' C► �(nc✓tz�,.ha.l rlts ;F. •
��
BUILDING REVIEW CHECK LIST
UBC: IZ..3 CONSTRUCTION TYPE: �l1V
� Sg Footage �Per Sq Ftg
Baseme��t x =
Ist Floor x =
2nd Floor- x =
Garage ,r =
x =
TOTAL
Estin:ated Constructio�: Value: $ ��350,ppp o0
Irispectioris Required: Wa�k Requiriirg Separnte Permits:
Site _�Pltrmbing Fire
flardcover Removal or rt(echanica! � YI'ater Connection
� Footii�g Septic �_Sewer Connection �
a( Fran:ing _�Fireplace 9c Lmvn Irrigatio�7
�_Insadation (Mason�y) Other
� Yi�all Board �_(�Lffg.) Gl�ell(State Permit)
�Fina/ Grading/Filling �Electrical(State Pe�•mit)
Othe��
REMARKS(INHOUSE):
----------------------------------------------------------------------------------------------------------------------
REVIEW BY OTHERS: DATE:
Access: E,irsting Netii�
.4ccess.4pproval: Date By:
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REMARKS (TO BE NOTED ONPERMIT):
Y
,
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Permit#
Permit Date
REScheck Software Version 3.7.3
Compliance Certificate
Project Title: Butts Residence
Report Date: 12/22/O6
Data filename:C:\Program Files\Check\REScheck\Butts.rck
Energy Code: 2000 Minnesota Energy Code
Location: Hennepin County,Minnesota
Construction Type: Single Family
Glazing Area Percentage: 23%
Construction Site: Owner/Agent: Designer/Contractor:
2590 Casco Pt.Rd. Steve Clinton
Orono,MN 55391 On The Level Inc.
2638 Shadow Lane Suite 100
Chaska,MN 55318
952.368.4663
Steve@weareonthelevel.com
- - - _ - �, : � ' ' - • •�-
. . `_ . ... . . �Y _ ,. � � .
• � .
�•
�
Ceiling 1: Raised or Energy Truss: 2490 0.0 50.0 4�
Wall 1:Wood Frame, 16"o.c.: 7630 19.0 0.0 �2
Window 1:Above-Grade:Wood Frame:Double Pane with Low-E: 1394 0.280 390
Door 1:Glass: 384 0.280 108
Door 2:Solid: 54 0.180 10
Basement Wall 1:Solid Concrete or Masonry: 1458 0.0 10.0 8�
Floor 1:Slab-On-Grade:Heated:,Insulation Depth:4.0' 104 10.0 ��
Furnace 1:Forced Hot Air:94 AFUE
Air Conditioner 1:Electric Central Air: 15.5 SEER
Furnace 2:Forced Hot Air:94 AFUE
Air Conditioner 2:Electric Central Air:15.5 SEER
Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2000 Minnesota Energy
Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection
Checklist. �
' ����7� l��r� ��►G �z Q
Builder/Designer —�_ Company Name Date
__��__� .__.--- __.._ _._.____._ ._ _._____�__,
---- ._____. ---_ --_._..__..___.___. . .__._._.. - .____._.� . ..._-.-------
Butts Residence Page 1 of 1
4
�
� ON THE LEVEL - Lot 1, Block 1, Navarre Woods ���� ����
HARDC VER CALCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000'
EXISTING HARDCOVER IN ZONE
A. House x = S.F.
Length Width
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 = S.F.
F. Landscape x = S.F.
Underlain x � = S.F.
By Plastic x = S.F.
G. Retaining x = S.F.
Walls
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - - � S.F. A
TOTAL PROPERTY AREA IN ZONE - Ip= `Zb 3 S.F. B
A � B x 100 = O %
PROPOSED HARDCOVER IN ZONE
A. House x = S.F.
Length Width
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 = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining x = S.F.
Walls
H.Other x = S.F.
TOTAL HARDCOVER IN ZONE - S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. B
A �- B x 100 = %
1
ON 'IHE LFVEL - Lot 1, Block 1, Navarre Woods Revised 10-30-06
HARDCOVER CALCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-25 250-50U' S00-1000'
EXISTING HARDCOVER IN ZONE
A. House x = S.F.
Length Width
x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x = `��J�� S.F.
x = S.F.
D. Sidewalk x = S.F.
x = S.F.
E. Patio/Deck x = __ S.F.
x = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining x = S.F.
Walis
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - 2 '�� S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. B
A = B x 100 = %
PROPOSED HARDCOVER IN ZONE
A. House �� G���� x = ��Z"�'� S.F.
Length Width
x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x = 2,4' �t' S.F.
x = S.F.
D. Sidewalk �����- St'o�� x = b ( S.F.
x = S.F.
E. Patio/Deck ��S x = 3� � S.F.
'Po 2c; x = 3'LQ-- S.F.
F. Landscape x = S.F.
Underiain x = S.F.
By Plastic x = S.F.
G. Retaining x = S.F.
Walis
H. Other 4����� x = � � � S.F.
TOTAL HARDCOVER IN ZONE - ��, 7�' S S.F. A
TOTAL PROPERTY AREA IN ZONE - S.F. B
A = B x 100 = I�. (� %
t
� �
� O:�i Tf-�E LEVEL - Lot l, Block 1, :Javarre Woods Revised 10-30-06
HARDCOVER CALCULATION WO SHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' " 250-500' 500-1000'
EXISTING HARDCOVER IN ZONE
A. House x = S.F.
Length Width
X = S.F.
X = S.F.
B. Garage x = S.F.
C. Driveway x = 3'L 41 S.F.
X = S.F.
D. Sidewalk x = S.F.
x = S.F.
E. Patio/Deck x _ _ _ __ S.F.
x = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = S.F.
G. Retaining x = S.F.
Walls
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - 3��� S.F. A
TOTAL PROPERTY AREA IN ZONE - ✓'l � S.F. B
A � B x 100 = � �" %
PROPOSED HARDCOVER IN ZONE
A. House x = ��S S.F.
Length Width
x = S.F.
x = S.F.
B. Garage x = S.F.
C. Driveway x = ���S � S.F.
x = S.F.
D. Sidewalk x = S.F.
x = S.F.
E. Patio/Deck x = S.F.
x = S.F.
F. Landscape x = S.F.
Underiain x = S.F.
By Plastic x = S.F.
G. Retaining x = S.F.
Walls
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - � � � � S.F. A
TOTAL PROPERTY AREA IN ZONE - �z � b "`) S.F. B
A = B x 1Q0 = S.�"L %
De�:. 19. 20G6 1 ;27PM Plym�uth Plumbing�, & He�atin� ; .����� �� � No, 4419 F, 2;'� �
. �
�
�
�
� ;� i
I Butts Residence �
HVAC Load Calculations I
for �
i ;
On The Level j
�
� I�SID�N'IL�L �
���� I-I�AG L,4AD3
�
�
Prepared By: I
Tony Ledo '
Plymcuth Plumbing and Neating !
�
i
I
Tuesday, December 19,2006 i
�
�
�
;
',Dec, 19: 20Gb 1 ; 27FM Plyri�c��u�th F'lumbin� & Heating No, 4419 F', 3/�
Rhv,ac ResidenLalB L�ght Commercial HVAC;Loads' �b�,�` � �x^���`��'���n n,Elite Softrvare Elovoto men fnc�
Plymouth Piumb�rrg,&','Hea#�ng ' �k� ;� y���,�A�'�'�, f����,�¢ �?�,1������� �;' BuUs�S2es�nce:,
SelilhMiC118e1 NIN 55.376 '' K �:s r � � ^'�w,R�'•�,;E# ,r�`"c < F� ,� � ;iF?2 @=2•;
, Total Building Summary Loads
ColriPonent � :; �g�y�' ��r, a +x�. �1 .�j�'��?tir'NTe9rhry�j��R�� ���'���,�. r� �e���'�,,.a". ��3`���`�v,,y �$��4: . ���'d�
�`:•��.s� a .��•'�tf a ...�xt1a�li'yt'f s � �J{� �'"L�R'R<��..�,a"""°� kr5'�4i. � ..�,� i�'' 9 � �' r •. .t`a ,fl Mpy'.' � � y.\°��
Desoxt ��an�<:.�� !'•.sn.L�;�f?t5is��_ .i•.`3e'. i,. .�.;...b,Y'fl3li�:.•o+c �,....M�rrt�.'�i s�Q�1' . . .. �'��.°�?��- s�:�'aC�r.�=S"•�c_'r7a�Cl�"r'k.J« kt• b4�L�:
ZA-v-d: Glazing-Double pane low-e(e= 0.60), sliding 432 20,908 � 93,894 13,894
glass door, vinyl frame, u-value 0.55
2A-v-o: Glazing-Double pane low-e (e= 0.60), operable 1364 66,018 0 35,357 36,357
window,vinyl frame, u-value 0.55
11P; Door-Polyurethane Core 52 1,327 0 377 377
15B11-Ow-8: WaD-Basernent, ,framing with R-11 sill to 1416 6,894 4 132 132 I
floor in 2 x 4 cavity, core, no baard insulation, plus �
in#erior finish,wood studs, 8'tloor depth
12E-Osw:Wa11-Frame, R-19 insulativn in 2 x 6 stud 3924 23,489 0 4,376 4,376
cavity, no board insulation, siding finish,wpod studs
16B�4� Roof/Ceiling-Under attic or knee wall,Vented 2480 4,821 0 2,684 2,684
Attic, No Radiant 8arrier, Dark Asphalt Shingles or
Dark Metal, Tar and Gravel or Membrane, R-�4
insulation
22�-�ph: Floor-Slab on grade,Veriical board insulation 309 16,016 0 0 0
covers slab edge and extends straighi down to 3'
below grade, any floor co�er, R-5 insulation, passive,
heavy moist soil
29A-32-c: Floor-Basement, Concrete slab, any thickness, 1584 , 2,788 D 0 0
2 or more feet below grade, no insulation below floor,
car�et covering, shortest side,of.floor slab is 32'wide.__
______ --------- _,_._------- ----.. ._.__. ......:.,
Subtotals for structure: 142,258 0 56,820 56,820 �
People: B 1,200 1,380 2.580 �
Equipment: 300 1,200 9,50Q :
Lighting; 0 0 0 I
Ductwork� 0 0 0 0 �
Infiltration:Winter CFM: 332, Summer CFM:449 31,150 15,444 6,713 22,157 �
Ventilation: Winter CFM: 90, Summer CFM: 90 8,453 3,094 1,345 4,438
AED Excursion: 0 D 2,456 2,456
. _ _._.. .....__. . _. .�......._...... . . ._ .._......__._------.�._ - -- -....
Total Building Load Totals: 181,856 20,03$ 69,913 89,95'1
��:�� 11f�S�.�Wtr,''-t�c��. :., Q�vrt � ,„' ;�';�ry1{)D`- r:,>'�','�v:��1�"� '", '� �'=^:'r'�;"'u�
�C ;:aF:i � . 1;. . i � ,. �`•' a:.::..-.aZ;?• `
. _ .. � . . .. .:� ,. .,-� ..
Total Suilding Supply CFM: 3,254 CFM Per Square ft.; 0.358 {
Square ft.of Room Area: 9,039 Square ft. Per 7on: 1,195 �
Volume{ft�of Cond. Space: $4,702 Air Turnover Rate (per hour); 2.3 I
?BUI 111 :�:t0 �'��titarC ,r;',. •,�.�, �{+,+.�",� .�r�'. 'S��,�,•,._�f����=���: ,� ��� .. .:�:: :
.ri-.'y, �F "G-', ,.��
7atal Heating Required With OutSide Air. 1$1,856 Btuh � 181.856 MBH
Total Sensible Gain: 69,913 Stuh 78 °k �
Total Latent Gain: 20,038 Btuh 22 % ,
Total Cooling Required With Outside Air: 89,951 Stuh 7.50 Tons(Based On Sensible+Latent) j
7 57 7'ons(Based On 7796 Sensible Capaciiy) I
},��,{,.,y., i ) � ��V ir.•.� <.:�.�,.,,d��,q,a�•,. _ K��. 'G LG����r,:'� �'L )�" '��+��'` ���'y: 'P�i.�°• �yy°�y. +� I
..1�`I`/.►G�7' ��� :� ,c, ��.��.�6t r.j�'�,.� ^:'^��;,,:^ :=. .'�in�i'v^. ;'�h"'7f:5�.:��3`'�: . 'ai!:�'. ..t .G�i 4�� -'�a.�,�t�'.` fi r..�Y�...���:l4vM'qp� it::�Ti ',�,Y� '.1"K� II
Calculations are based on 8th edifion of ACCA Manual J.
All computed results are estimates as building use and weather may vary. �
Be sure to select a unit that meets both sensible and latent loads. ;
�
I �
X:IRHVACIOn the Leve1- Butts Residence.rhv Tuesday, December 19,2b06, 12:93 PM
•,D�,�. 19,. 2�10b 1 : 27PM Plymouth Plumbing & Hea,f in�, No. 4419 P, 4/5
Date: 12/1�/2006 Revision Date: 92119/2006 New Construction
Site Information
Address 1: butts residence Project#: on the level
Address 2; Lot: Block: ,
City: County; $ubdivision;
Application Information
Business Name: Plymouth Plumbing & Heating MN Contractor License#:
Inc/HVAC
�ontact Person: Andy Hass •
Office Ph: 763-496-6149 Fax: 7&3-496-6249 Cell Ph: 763-238-6170
Address 1: 12270 43�d Street NE
City: St. Michael State: Minnesota Zip Code: 55376
House Details I
Square Feet: 9039 sq. ft. Avg. Ceiling Ht: 9.5 ft. Number af Sedrooms: 5
Ventilation : Balanced
Total Ventilation Capacity : 376 cfm,
Minimurn Continuous Ventilation :90cfm.
lntermittent Ventilation: 286 cfm, �
Cembustion Appliance '
i
Water Heater 1: Power Vent Input BTUs: 70,00� Independently Vented Combustion Zone 9
Water Heater 2; Power Vent lnput BTUs: 70,000 Independently Vented CombUstion Zone 1
Fumace/Boiler 1: Direct Vent/Sealed Combustian Input BTUs; 13�,000 I�dependently Vented
CombuStiOn ZOne 2
Furnace/Boiler 2: Direct VenUSealed Combusiion Input BTUs: 90,000 Independently Vented
Combustion Zone 2
Other Combustion Aaaliances
Gas Fired Direct Vent Fireplace{s): Yes Gas Fired Power Vent �ireplace(s): No '
Gas Fired Natural Draft Fireplace(s): No Solid Fuel Applisnce(s); No
Exhaust Equipment j
Continuous Exhaust Ventilation Capacity(cfm): NA Clathes Dryer(cfm): 135 �
Exhaust Fan Rating (cfm}: 1200
Make-Up Air
�
No Make-Up Air Required by Code I
i
Camhustion Air �
I
Combustion Zone One Round Rigid Required: 7 inches or Insulated Fiex: 8 inches �
Combustion Zone Two: Minimum Combustion Air Requirements Met. �
�2004 CenterPoint�nergy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 i
r
� Qe.c, 19: 20G6 1 :27FM f'lymouth Flumbing & Heatin� No. 441R F, �/5
Applicant Name {print): Signature/Date:
Code �fFcial (print): Signature/Date:
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�2004 CenterPoint Energy Minnegasco. 20U4 Mechanical Code Guideli�es. �age 2
��
�--
; � -- -----
B U TTS F�E.S { L.'�N C� GREAT LAKES DIVISION
r M WEST easr +
� 4570 W.77th ST. 6460 BUSCH BLVO.
TA L L INA�L. G E N E RA L N O T�5 ���198 S��TE 2�
ED]NA,MN 55435 COLUM8U5,OH 43?29
(800)438-7A27 (8�0�56•4707
by Weyerheeuser FAX:(952)BB6-1117 FAXt(614)4313377
WALL DESIGN ASSUMPTIONS JOB SPECIFIC INFORMATION
1) DESIGN APPLiCATiONS ARE IiMITED TO VER7ICAL LOADS,AND T(�LATERAI �
WINp LOADS THATARE PERPENDICUTAR TO THE WALL FRAMING ONLY �p� �n+^tiTlr►�', �590 CA5C0 POINT ROAD
(TALL WAI.L WA5 NOT CHECKED OR DESIGNED AS A SHEAR WALL) ORONO, MN
2) MEMBEi�D�SIGN AND LATERAL SUPPORT REQUIREMENTS FOR BENDING CODE: IBC/IRC
ARE BASED ON NATIOfVAL DESlGN SPECIFICATIONO(NDS�)200� 5NOW LOAD: 35 PSF
3) DE51GN ASSUMES S7RUCTURAL SHEATHING ON ONE SlDE OF THE QEq� LOAD: 17 PSF
WALL, OR A COMBINATION OF GYPSUM WALLBOARD AND NON-
STRUCTURAL SHEATHING OR SIDING APPLIEp TO EACH SIDE QF 7HE EXPOSUREI WIND L�Ab: D
WALL, OR EQUIVAL�NT
4) BLOCK/BRACE ALL FRAMING VERTICALLY EVERY 8'-0"O.C. INFORMATION PROVIDE� BY: LISA MI�LER W/LYMAN LUMBER
5) BLOCK DOWN ALL C�LUMN/TRtMMER LOADS AT RIMBOARD�OCATION DESlGNER: JRS
6) WAIL REINFORCEMENT IS REQUIRED AT ALL LIFT POINTS T�ENSURE
WALL STABILITY DURING CONSTRUCTIO�I
?) 7YPICAL STUD FRAMING FOR WAILS WITH FLEXIBLE FINlSNES iS MUTLtPLE MEMBER CONNECTIONS
DESIGNED A7 U120 DEFLECTION CRITERIA. THE MATERIAL SUPPORTING
WINDOWS 1N THESE WALLS IS DESIGNED AT U180 DEFLECTION CRITERIA. 2 PLY 3 PLY 4 PLY
STIFFER DEFLEC710N CRITERIA MAY AF'P�Y, DEPENDING ON WALL
FINiSHES. � z
, � � �
� � _ �
�
8) TRIMMERS TO BE CONNECTED PER MULTIPLE MEMBER CONNECTIONS � � 5' g � _y
(SEE DETAIL 70 RIGHT) 10" 8� r ° � � ^ �
0
<
a ' , 'm, , �
� ° y � y
��� e C'j
e � o o p + o �
° ° O Q
° N N ' 0 3
e ° � "Z � a rti'
�
!�'
a a �p � � �
F � o �
2x4,2x6,7�c8 2x4 2x6,2x6 2x6,2x8
USE 16d(0.131"x 3%")PfVEUMATIC NAILS
4 PLY ALTERNATE:2 ROWS,%"DIAMETER BOLTS AT 8"ON-CENTER
`MULTIPLE MEMBER CONNECTION MAY VARY DEPENDING OPI APPLICATION
SEE WALL LAYOUT FOR ALTERNATE NAILING PATfERN IF APPLICABLE
� AN AUTHORITY FAMILIAR WITtt THE STRUCTURE MUST CONFlRM THE VAl.ID1TY OF THE LOADS AND OIMENSIONS SWOWN.'MANUFAGTURERS DETERMINATION OF iLevel PRODl1CT{S), PROJECT:R96�066103 SERVICE:SR-082586
zt- PROFILES,OEPTHS AND DESIGNS BASED ON DETAILS,DIMENSIONS AND LOADINGS SFIOWN, qNY DEVIATIONS SHALL VOID DETERA7INATION AND 5NALL REQUIRE REVIEVJ BY
MANUFACTURER.7NIS lNFORMATION APPLIES ONLY TO 7HE TALL WALL SHOWN ABOVE,AND IS NO7 TO BE VIEWEp AS TYPICAL�OR iLevel PRODUCTS USEU IN OTHER APPLICATIONS. DATE:tl?J2907 PAG E: � OF q,
�
�
` � GREAT LAKES DIVISION
� BUTTS RESIDENCE
'� � � DEFLECTION: 5�w.n��,ST. s soTauscHa�vo.
' SUITE 198 SU1TE 200
F QY E R TA L L 1N�L L L/360 EDINA,MN 55435 COLUMBUS,oH��
' by Weyerhaeuser (800J43B-t427 �soo�assa�s�
FAX�(952)696-1117 FAX:(614)431J377
; LOADS MUST BE TRACKED ALL pEMEN510NS SHOWN ARE APPROXIMATE.
TO FOUNbA710N BY *FRAMING BE�pVy TOP HEADER� FT IS TNE RESPONSIBILITY QF 7HE DEALER/
DESIGNER OF RECORD 70 BE CONSTRUCTED TO BUILDER 70 VERIFY ALL DIMENSIONS_
TRANSFER WIND LOAD FROM
-6,550#GIRDER WfNbOW 70 HEADER/COI.UMN. SEE WIND BRACE DETAIL
TRUSS REACTION. WB2 ON PAGE 4 OF A.
r 1� 7"X 9�"2,OE PARALLAM�PSL COLUMN,CONNECT W/{4}A23 CIIPS @
ATTACH RooF TRUSS TO TOP PLATE �2 BO7TOM PLATE&(8)a x 6"SDS SCREWS END GRAIN @ TOP PLATES.
WI7H{1)q23 SIMPSON STRONG-TIEO g
CLIP @ z'-o'o.C.IN ADDlT10N To ANY � � �2 7"x 7"1.BE PARALLAM�P5L COLUMN,CONNECT
CONNECTIONS REQ'D BY TRUSS W/(4)A23 CLIPS @ 70PIBOTTOM PLATES.
MANUFACTURER.
�3 (2}2x8 1.5E TlMBERSTRAND�LSL CONNECT W/
2 3 3 4 __ (4}16d NAILS PER PLY @ TOP/BOTTDM PLATES
7� MEMBERS TO BE CONNECTED TOGE7HER W!(2)
ROWS 16d PNEUMATIC NAILS AT 8"ON-CENTER
4� (2)2x8 1.5E TIMBERS7RANDp LSL CONNECT WJ ; �
B (4)16d NAILS PER PLY @ TOP/BpTTOM PLATES
� 32• � I . � 5�"X 7"1.8E PARALLAM�PSL HEADER W!('I)TRIMMER PEFt
I 2,�„ j � � I SIDE. CONNECT W/(2)A23 CLIPS PER SIDE.
( + HEADER REQUiRES 94"X 9Z"TIMBERSTRAN�LSL PLA7E(S).
I I I � j l�J 7}"x 3}"1.3E TIMBERSTRANDC�,LSL HEADER{PLANK)W!(1)
I I � TRtMMER PER SIDE. CONNECT W/(4)16d NAILS PER SIDE.
2i._1•
I I
I I � I O 3z'x 7a"1.3E TIMBERSTRAND�LSL HEADER W/(2)TRIMMERS
� � PER SIDE. CONNECT W/(6}16d NAILS PER SIDE. HEAQER
� � I 23'•3" REQUIRES 2X8 PLATE(5).
20..9,� � I � � ,
j j 7YPICAL FRAMING:(3�"DEPTH WALL)
II (1)1q"X 9Z"1.55E TIMBERSTRAND�LSL STUD @ 96"O.C.
CONNECT W/(4)16d NAILS Q TOP180TTOM PLATE.
II C�� II T
tl II II TYPICA!FRf1MING:(74"DEPTH WALL&RETURN WAIL)
II ii (1)2X8 1.5E TIMBERSTRAND�LSL STUD @ 9"O.C.
�I 11 CONNECT W/(4)i 6d NAIE.S @ TOP/BOTTOM PLr�TE.
II II
I I
4'-9' ��'
I I 'ALL WALL TOP AND BOTTOM PLATES Td BE
TlMBERSTRAND�I.SL TO MATCH WALL WIDTH.
�� �� �� 'DASHED ITEMS(10'AND LESS}MAY BE
II i jj SUBSTITUTED FOR DIMENSfON LUMBER
u HEM-FIR#2,SPF#2 OR BETTER(BY OTI-IERS)
�7 "DEPTH WALL ( "DEPTH WALL �
e� ---�� i z� ----
ATTACH BOTTOM PLATE TO RIM, FLOOR FRAMING ANDlOR BL.00KING W!(2) R�WS OF 16d PNEUMATIC NAILS @ 8"O.C.
� AN AUTrIOftIIY FAMILIAR WI7H THE STRUCTURE MUST CONFIRM THE VALI�IFY OF THE LOADS F�ND DI�dENSIONS SHOWN.•MANUFACTt1RERS DETERMINA710N OF ilevel PRODUCT(S). PROJECT:R06-06B103 SERVICE:SR-087.SB6
� PROFI�ES,DEPTHSlSND DESIGNS BASED ON DETAILS,DIMENSIONS AND LOADINGS SHOWN. ANY DEVIATIONS SNALL VOID DeTERMINATfON AND SHAL�REQUIRE REVIEW 8Y
� MANUFACTURER.THIS INFORMATION APPLIES ONIY TO THE TALL WALL SHOWN ABOVE,AND IS NOT TO BE VIEWED AS TYPICAL FOR ilevel PRDDUCTS USED IN OTHER APPUCAllONS. DATE:t/212007 PAG.E: 2 OF [�
■
' TM B U TTS R E� I D E N C E GREAT LAKES DIVISION
� � DEFLECT�ON: sio v.nmsr. s sreuscrie�vo.
GREAT R�OM TALL WAL� SU�TE,�a 5�'r�Zoa
L/360 EDINA,MN$5435 COLUMBUS,DH 43229
bY W�yerhaeuser {enoyaae-iaz� teao�assa�e�
Fax:(ssz�ess-i�v FAX:(614)437-3377
LOADS MUST BE TRACKE.D ALL DIMENSIONS SHOWN ARE APPROXIMATE.
TO FOUNDA710N BY IT IS THE RESPONStBILI'f'Y OF THE DEALER/
DESlGNER�F RECORD \a BUtLDER TO VERIFY ALL bIMENSlONS.
1"
ATTACH ROOF TRUSS TO TOP PLATE
� �I� � WITH(1)A23 SIMPSON STRONG TIE�
/ CUP@2'-o'O.C.INADDtT10NTOANY `FRAMING BELOW TOP HEADERS
�j CONNECTIONS RE�'DBYTRUSS � Ec OO TQ BE CONSTRUCTED TO
'� MaNUFAGTURER. TRANSFER WW�LOAD FROM •
2 p 1 ( 1 2 Z WINDOW TO HEADER/COLUMN.
; 1O 3�"X 9�"2.OE PARALLAM�PSL COLUMN,CONNECT W/
(2)A23 CLEPS @ TOPl60TTOM PLATES.
��� 2Q (2)1�"X 9�"1.55E TIMBERSTRAND�LSL C�NNECT W/
(4)16d NAILS PER PLY @ TOPI80TTOM PLATES
�� 7' - MEMBERS TO BE CONNECTED TOGETHER l^!/(2)
ROWS 1$d PNEU�iATIC NAILS AT 8"ON-CENTER
� 54"X 7"1.BE PARALLAMO PSL HEADER W!(1)TRIMMER PER
51DE. CONNECT W/(2)A23 CLlPS PER SIDE.
HEADER REQUIRES 1�"X 9�"TIMBERS7RAND�LSL PLATE(S).
20�_g• QB 9Z"x 3�"2.OE PARALI.AM@ PSL HEADER(PLANK)W/(7)
TRIMMER PER SIDE. CONNECT W/(2)A23 CLIPS PER SIDE.
B g
1 7'
32� TYPICAL FRAMIhlG:
I (1)14"X 9z"1.55E TIMBERSTRAND@ LSL STUD @ 16"O.C.
CONNECT W!(4)16d NAILS @ TOP/60TTOM PLATE.
6 9 � 6� 'ALL WALL TOP AND BOTTOM PLATES TO BE
TIMBERSTRANt�LSL TO MATCH WALL WIDTH.
ANGLED WALL ANGLED WALL
,�e._ 8���. 10, —_ g��,� �
POSSIBLE CORNERINTERFERENCE
W/ADDED WALL DEPTH(V.I.F.)
ATTACH BOTTOM PLATE TO RIM, FLOOR�RAMING ANDIQR BLOCKING W/(2) ROWS OF 16d PNEUMATIC NAILS @ 6"O.C.
� AN AtJTHDRITY FAMI�IAR W1TH THE STRUCTURE MUST CONFIRM THE VAUDITY OF THE LOADS hND DIMENSIONS SHOWN.'ldANl1FACTL{P,ERS DETERMINATIdN OF iLevel PRODUCT(S): PROJECT�RO6-068103 SERV ICE:SR-082586
F PROFI�ES,DEPTHS AND DESIGNS BASED ON DETAICS,DIhSEN510N5 AND LOADINGS SHOWN. ANY DE1/IATIONS SFiALL V01D DETERMINF�TION AND SHALL RE�UIFtE REVIEW BY
�y MANUFACTURER.THIS INFORMATIDN APPLIES ONLY TO THE TF�LL WALL 5liDWN ABOVE.AND IS NO7 70 BE VIEWED AS TYPICAL�OR iLeval PRODUCTS USED IN 07HER APPUCATIONS. DATE:�/712007 PAG E: 3 �F 4
/ � . .. 2s' . .
.
f.� � ,„ a GREAT LAKES QIVI510N
. WES7 EF�ST
' ` TAL.L WALL M�TERIAL LIST 45'°w."'"ST 6�6°8�5`"B`�.
SUITF�98 SUITE 200
, EDINA,MN 55435 COLUMBUS,DH A3228
. (BOON�•1427 (000)�56-4787
by Weyerhaeuser FAX:(952)89fi-1117 FAX:�614)431-3377
; FOYER GREAT ROOM
HEADERS: HEADERS:
5'-q"x 7" 1.8E PARALLAM�PSL: 1/22' S,'-F"x 7" 1.8E PARALLAM�PSL: 1/14',2/10'
3z"x 7a" 1.3E 7IMBERSTRANDO LSL: 1/8' 3�"x 9�"2.oE PARALLAMO PSL: 1/14'
COLUMNS/KING STUD5: COLUMNS/KING STUDS:
5a"x 9a"2.OE PARALlAMO PSL:2/24' 3z"x 9�"2.OE PARALLAMO PSL:2/22'
7"x 7" 1.BE PARALLAMRO PSL:2/22' 1�"X 92" 1.55E TIMBERSTRANDO LSL:8/22'
2x8 1.5E 71MBERSTRAND�LSL: 2/22',4112'
TYPICAL STUDS/PLATES: IYPICAL STUpS/PLATES:
1d"X 9�" 1.55E TfMl3ERSTRAND�LSL:2/24', 3/22', 2/96', 1112' 1�"X 9�" 1.55E TIMBERSTRANDO LSL: 4/22', 3/18', 2/14', 9/10'
2x8 1.SE TIMBERS7RAND�LSL:8/22', 1112',5/8'
TRIMMERS/CRIPPLESlBLOCKING: (1) TRIMMERS/CRIPPLES/BLOCKING: (1)
14"X 92" 1.SSE TIMBERSTRANDO LSL: 124 LF(LONGEST LENGTH 8') 14"X 9z" 1.55E TIMBERSTRANb�LSL: 180 LF (LONGEST LENGTH 8.5')
2x8 7.5E TIMBERSTRANDO LSL: 78 LF(LONGEST LENGTH 10')
CONNECTORS: CONNECTORS:
SIMPSON STR�NG-TIE�A23 CLIPS:40 SIMPSON STRONG-TIE�A23 CLIPS: 56
(1) MEMBERS 10'OR LESS MAY BE SUBSTITU7ED FOR DIMENSION LUMBER HEM-FIR#2, SPF#2 OR BETI'�R{BY OTHERS}
� EVERY EFFORT HAS BEEN MADE TO PROVIDE AN ACCURATE MATERIAL LIST. H�WEVER, IT IS TI-IE RESPONSIBILITY OF PROJECT:ROfi-0681D3 SERVICE:SR-OB2586_
� OTHERS TO VERIFY THE MATERIAL LENGTHS AND QUANTITIES PROVIDED ON THiS MATERIAL LIS7.
, . ���i�l"'i i
yvr�/ � ��.
Job Name: BUTTS Truss ID: F25 Qty: 1 JID: 310748
{!C 1[-LOC �EfC1' SIZB [�Q'D 7'C 4sE SPF !1/i2-CAN + + + + + + r + + + + t + + + r + + t t
1 •- 2- 6 1181 4.73" 1.50" {C 9:t SPP C163�F1.SB � Per Hwr apllcatl�w (wt r�ofs) Z��i�.
L IB- Y-10 1118 1.75" 1.5�" pg� 9z2 SPF 3'[0p-CAN �tre�wcic Mli�l� �r cr�ss�e1�6i� (�er
�!C lEQIIIIffiNfS sY�o are��sei ONLY 2-�2 S!F 3'[UD-CAN l-14 ANSI/ I), ia rq�rei at 10' O.C. �r less.
t6e tr�ee�ateri�l at caci Yeari� llati� �ec • ANSI/TPI - 1995 + + . + + + + + + + + + + + + REPAIR: TRUSS NEEDS TO BE STUBEED
�re leact UpliYt 4y'�Slze �gg PgqICN IS 7i8 COIROSI78�BSULT OF ti►6o��l�cice�avciMt�ee��esipei t� 5-5-0 ON T9E LEFf END
1 11Y1 O 1.50" �,TII18 IAM CASES. s��Mrt tYe p�i�t l�wi(s) e�«�. UNGESS NOTED OTRERWISE, ALL PIATFS MUST BE
2 ild6 O 1.30" Ip ppNC8�3 A!E INDICAI'BD ON THIS Y�A�INC, 71ey�y►e attacYeJ it� (4)lOJ uita. FULLY INTACT AND PRESSED IN THE WOOD PER TPI.
T[BY,UB MSHD ON 1.5" BANCHI NAILS F0� Leab at tre trus e�is�st k ap�lid
1-riY ANU 3" BAN6F1 NAILS POl YULTI-�LY 8mtly G t�e cbri. • ppEQUATELY SUPPOAT TRE TROSS UNTIL THE AEPAIR
6IlDE�S. IP 2.S" 6UN NAIIS Al8 IISEC, 7'88 Hd verticala are�esipe� t'�r ulrl Iw�s IS COMPLETED.
HANCH64 MU37 iH lE-EYALUATBD (iY 01HetS). ��ly uless wtd otherwise. t LET IN 4X2 MEMBER 5 IF SPECIFIED.
�teui�u rMve er kl�w tk tnaa�r�file � )
MAZ o817.E1TI0N (sw) : (i£an) Yave ree�iesipei f r l.ais * APPLY A 3/8" 6BAD OF STRUCTURAL GLUE TO ALL
L/!89 1�1 12-13 (LIYE) LC 1 idicatd xly. 9eriz��ta1 l�a�s a liei at COVERED MEMBERS.
4- •0.2I" D= -0.14^ T- -0.38^ t�e eai�f t�e erte�ei��a Yave�et� ' ATTACB 7/16" GUSSET MATERIAL AS SPECIPIED, WI171 6d
Cunut muII roeCes: ORIGINAL FORCES �e�l�ercJ ulesa ah�. A tr��-le6 t�L NAILS e 1.5" O.C. STAGGERED IN ALL COV6R8D MEM66R5.
'�'� �•(oR•)/ '�'�s•��•; �I �tkrwl�e m��s rtd wall uy crcate T9E NAILING SPECIPIED SHALG 6E DISTRI6UTED ALONG T9E
�"s � •�'N •'u �i e etFect t�at re��iros aNiN�ul Iesi
z-s -zs�s i.e�i •.o 'a � FULL LENGT9 OP T� GUSSETS AND ALONG TRE FULL LENGTF
s-� -zaia l.eo/ •.�� cwei�eratia (�y otYers). OF TR8 WEBS AND CHORDS COVERED.
�-s -ssw i.eo i •.a�
s-s -ssac�.ae i •.sv p p IF STACRED CHORDS OR WEBS ARE PRFSENT, NAIL AS
o-v -zasc�.«i •.a 7/16in.OSB APA S an Rated 24/16 Ex osu�e 1 -20"x42"
v-� -zasc�.eo i •.0 ON EACH FACE SPECIPIBD IN BACH.
�-e e�.eo i •.zv
ce coeQ.�otn.�i tvis. soa. csi 4X2#2 VERT LET IN
u-v i eec�.w •.s� LET IN ON TOP OF DIAG.
ii-iz i aws��.» •.as
IL-11 / 11�1 I.N •.7L
IS-14 / 1ZH l.N •.35 ' '-G� '
1-- `-
CI � �� D TIME
CITY OF ORONO CALLED IN � �
INSPECTION N T E SCHEDULED �=D� /�.'3�
PERMIT NO. � � COMPLETED
ADDRESS �S�D �c�SG� ��
OWNER CONTR. f'1 �
TELEPHONE NO. �a ��� �ad�
� DESCRIPTION �G�l� ��t�
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 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
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
v�, COMMENTS:
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❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS.
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White Copyllnspector's File Canary CopylSite Notice
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Call for the n xt inspection 24 hours in advance. (952� 249-4600
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Inspector.
White Copyllnspector's ile Canary Copy/Site Notice
DAT TIME
CITY OF ORONO CALLED IN �
INSPECTION N T CE SCHEDULED —
PERMIT NO. � � COMPLETED
ADDRESS a.SgU �1�L.�GA� ���
OWNER CONTR. �2 � �.��(�C_�
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Q 02 FRAMING 13 MECHANICAL FINA� 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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� 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
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. �952� 249-46QQ
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Inspector.
White Copyllnspector's File Canary CopylSite Notice
•DA J / �J TIME �
I�TY OF ORONO c iN `� ' / /�'/
INSPECTION NO CE SCHEDULED �`�J �
PERMIT NO. � co ETED
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Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 NARD COVER REMOVAL
J 10 PLUMBING FINAL 1 36 FOUNDATION/REMOVAL
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INSPECTOR WILL RETURN i_� CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� 249-46QQ
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Inspector. � �` �'�`��
White Copyllnspector's File Canary Copy/Site Notice
C� I �j� ���� DATE TIME �
CITY OF ORONO CALLED IN .`� � 1� ib lX3 �ir'1
INSPECTION OT E ��HEDULED .�"'�=��T ?���
PERMIT NO � COMPLETED
ADDRESS �J�� �� �J f�l
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LL 01 FOOTING 11 MECHANICAL RI 18 EXC GRA G/FI ING
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y 03 SULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 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
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G INSPECTION REQUIRED.CALI TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (J52� 249-4600
OwnerlContractor o ite:
Inspector. -
White Copyllnspector's F e Canary CopylSite Notice
� `� �•� DATE TIME "
CITY OF ORONO "' CALLED IN 3�Q�
INSPECTION NOTICE SCHEDULED ������7 ��
PERMIT NO. �' f O(r[r� COMPLET
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y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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INSPECTOR WILL RETURN ❑ CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
C INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call fort n t inspection 24 hours in advance. (952� 249-4600
OwnerlCon ac r o ite:
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
� j0 ...�-��-�e �'� �
D/�� TIME
CITY OF ORONO CALLED IN ��
INSPECTION NOT�,CE SCHEDULED ��
PERMIT NO. f%D�Cr � COMPLETED
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y 03 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
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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OwnerlCon n site:
Inspector.
White Copyllnspec r's File Canary CopylSite Notice