HomeMy WebLinkAbout2004-P07217 - adn/remodel/repair PERMIT
CITY OF ORONO
275C KeC:-y Parkway - PO Box 66 Permit Number: Po�21�
Crystal Bay, Minnesota 55323 PeCtlllt Typ@: Addition/Remodel/Repair
(952) 249-4600 Date Issued: 2iioi2oo4
SITE ADDRESS: 2693 Kelly Ave
EXCEISIOR,MN 55331
PID: 20-117-23-14-0017
DESCRIPTION: UBC Occupancy u3
Construction Type VN
Proposed Use: Residential
Census Code 434
Permit Class: Building
Permit Type: Addition/Remodel/Repair Permit Sub-type(s): Addn/Remodel/Repair
DETAILS:
Approved per resolution#:
Separate permits required: Yiumoing iviec:i�anicai rirepiace niex;�ricni��u��ej
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 1,273.75 Valuation: $ 149,380.00
Plan Review Fee: $ 828.03
State Surcharge Fee: $ 75.50
TOTAL FEE: $ 2,1'7'7,Zg
APPLICANT: Orfield Design&Construction, in�. OWNER: MARILYN H MCCLASKEY
4017 Kipling Ave. S. 2693 KELLY AVE
Edina,MN 55416 EXCELSIOR MN 55331
Tf�UNDERSIGNED HF.RF.BY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND SI'ATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
/ (�;�'�2 '_��
APPLICANT PERM E SIGNATURE [SSUED 13Y SIGNATURE
Copies: 1-File(Si,enin�res Reauired). 1-Applicant. 1-Monthlv Reports. 1-Assessin�, 1-Finance Page 1
Nov-24-2003 10:25am From—CITY OF ORONO �'���� +g522494616 T-455 P.006/009 F-082
Total Fee: $ o � . Z� �9J �� Date R.ecei�ed: /z-%-O�
' Ent�'�'ed �3y: Permit#: �l D 7 Z l 7 �/�j
-- ��'
C�T'Y UF �RON� - BUILD�NG P��T APPLICATYON
All information must be submitted in fu]1 bePore plan review will be started.
{please pxint all infarmatian) -
w_ ,___�____..___�.._�-----------------------�------------- - --- --------------------
THE APl'LICAN'Y' IS: (cirele one) OWN�R O CONTRACT4R
ao� srr� �nx�.ss: 2Cp�l� 'r�ell,�, .R�I �. z�:, 5�331
N.a�.v� o� owivEx: f�1 ou�-� !��_ C�cC�a 515 xo�: (h�me>� 5�Gl 7 I C73� �
. �o r k} l o I 2 C v 2 C�, � l��
MA't�ING ADDR�SS: 2(0�13 Y� � � � c�m�: O�n.�z�e:�F;S�1
�o�ACTo�z:��-���Ic De�� n d ��fi��orrE:. 5a�2o �5 3
Cav-TACT FERSON: LGW�c�. �' 1 e 1 MQBILE/PACYER. (�i a 3g a�(� O
1v�4II.,TNG AADRFSS: 1 �� ► CITY: �n o� �: 5�4,1 (.�
S�'�i�"E LIC�NSE: # C -a 5
�GS\ � PN' �
a�c�orr�C�v�mr���: R�� � �� cI rxar�: �s��a o ��13
MAII.,1N�ADD�SS: �O� , ► CYTY: ��n , Z�P: �4 �.C�
NA�.11�:�� REGTSTTt.ATT4N# �C
TXpE p�"UVQRJ�: New Addition �( Accessory Structiue
Move Remodel/Alteration�, Land Alteration
P OPUSED 4RK(describe in detctt�: a��'1 Cd ��obti 1��C���` �2�O`���
'�i�l (�a.� , t►-�a�X',�.n � '� rnn _
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��,��-,n� � s� o�d�nq �d �\o� 2 ��va�
ST��S: �J� S�.FEET 4F EAC�FLOU�; `���� nb�..t��/�l_.
NQ. OF BEDR�QiVIS: • � � GA�2ACE STALIS: AT'I'. _� }�ET.
ESTZtiLATEA CaNS�'R'C.TC'Y'ION VALUA.�'��N texct�tding land}: $ i y� ���O . Od
I hereby app3y for a building permit and I acknowledge that the information above is complete and
accurate; that the work will be in confvzmance dvith the ordinances and codes of the City and with
rhe Srate Building Code; that I understand this is not a permic and wark is not to start witt�aut a
permit; and thaE the work will be i,n accardance with the approved plan.
,
��LICANT'S STCNA . Y3A'I'E: I��� c��I � 2 OO� .
NQ�'E! Parnde�f�l'orr��� events require separa e permit�tpproval by Police Depart►reent and
City Council 60 days prior to the event. 1Vo►a permitted events will not be ailowed,
5
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: 2 6�i 3 ILC-.u-ti Av G-
PID:
DESCRIPTION OF WORK: �vE[,�r AOD ir►o�► - 2r•� ._s�v�v
ZO�iIVG REVIEWW BY: ,�,_ DATE APPROVED: I-2-7•o Y
BUII.DI�TG REV�`i� BY: DATE APPROVID; �.z�,a�
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERNIIT Yes ✓ No
PLAi�1 REVIEW Yes .i' No SEWER COi�TNECITON
STATE SURCHARGE Yes ✓ No WATERCONNECTION
INVESTIGATION FEE Yes No PARK FEE
SAC Yes No SITEINSPECTION
Number of SAC�Units OTHER (specify)
ZO1VI��1G CH�CK LIST Zoning District: L2•�(3
Fire Department: Post Of �9 .
� �
Lot Area: Sq.ft. 33,2y l Acres_� _
,
Survey Submitted: Yes_ c� i/�CJ G��4 L��GC'�C
Proposed Setbacks: 7'"-e�
Front(Lake): Zo � � �Z/� /�3
�� � �
Rear(Street): N L 1 � � ���O��,
Adjacent Structures: -
Building Height: Def. Hgt. 0.(c `,�-� � �
Lot Covera�e: N•C . -
�" �.Q - GZa ��7Z,� 7
Grading: Staff Approval Date: — z�g�b�
Septic: Staff Approval Date: — �
Zoning File: # 051-Zg � Resolutic
Shoreland District: �-�s
Avg. Setback: N f A __ _ _ _ _._ _ _ ._ —
Hardcover: 0-75 _ _
75-250'
250-SQO' _.._..
500-1000'
Hardcover Variance Required: Ye �
RENiARKS (in house): .—
7
BUII.,DING REV�tiy CHECK LIST
UBC: _ jZ• 3 CONSTRUCTION TYPE: �lnl
_ Sq Footage $ Per Sq Ftg
Basement � _
lst Floor x _
2nd F1oor x _
Garage x _
x =
TOTAL
Estimated Construction Value• $ I �1 3�D0 °s
Inspections Required: `Vork Requiring Separate Permits:
Site � Plumbing Fire
Hardcover Removal ,[ Mechanical Water Connection
Footing ' Septic Sewer Connection
�_Framing _�Fireplace Lawn Irrigation
�r_Insulation
�( Wall Boazd ��0�� Other
� � (Mfg•) Well (S[ate Permit)
x F�� Grading/Filling ,c Electrical (State Permit)
Other
REMARI�S(ni i HOUSE):
---- -------------
-------------------------------------------
REVIEW BY OTHERS: DATE:
Access: Ezisting New
Access Approval: Date
By:
------- ----------------------------------------------
------------
REMARKS (TO BE NOTED ON PEIZiI�IIT�;
8
Nov-24-2003 10:25am From-CITY OF ORONO +9522494616 T-455 P.007/009 F-�82
� $aC.i3.0A R1CrATS 4�'S[TBJECTB Q$r}pTA
$ubd. 1. 'Y'yge aC data. Ihn righ�s oP individusl on whom dte data is SWred or to be swred shafI bc es stc for�h in this s�cbop.
Subd.2. Iaformatioa reqidrtd to be�vea ind.ividval. An individual asked to suppiy privsrc ar conf�dcnda!dsra conceming himsnlf
shsl!be utformed of: (a)rhe purpose and in[ead,�usc of d�y req�kd da�wi�hin the collecnng s�ate agency,potidca!subdivisioa,oe stauwide
systrm:(b)wtiethcr he may refuse or is lcg9lly required m supply the reques�cd data; ic)any Imown consequcnce arisi�Ciom his suPAIY�S or
teCLsit►g ro Supgfy private ar coafidearial da�;and(d)�he idcnriry oPathcr persot�or encc�s authoriud by sa�e ar fcdcra]E�w cq receive the da,ta.
This requiremens shail noc apply whcn an individusl is�sked to snppty iavestig3dve dar�, pursuant to se.don I3.82,subdivision S, �n a law
enforeeracnG officer.
� �S.4�Smisiiorter of reveriue ma�nlace the norice rerniirtds���this�thrlivieien in the indivi�val intome r�c 1 erapem�1x rrfimri
� 5 C�O R�8 5,
Subd. 3. Acce4s to dn�by indlvidual. LTpon requcs�to a respaasibk au�horiry,an individuut shsll 6e iafo�mcd whechcr he is d�t
subjrCt of stored dara on iMividnals,and whedter it is classified as public,priva�ar ca�dearial. Upou 4is further re�uest,an ind;vidual who
is the subj�ct of scored pnva[e or publie data on individuals shaIl b�shown rhe daza without any charge m him and, if he desiirs,shall be informed
of�hc coatcat and mcaning af[ha�dara. Aftcr an ir�dividaal has bern shown ihe privato dat3 and inPornled af its me�1Q$,thc dars need nat bc
diseIosed m him for sbc months�ereafrer uNcss a dispu�e or actlon pv�uarn co d�is seeapn is yrnding or addinonal data on die individual has been
eolleeced or ere�rrd. 7hc respongibie aud�ociry shall provide copies af�hc priv�or publie dgra upon rcques�by�he indivi�usl avbject of rha dan.
The responsible authoriry may rcquire d�e requesrin�persaa W pay the aetuat cost9 of making,cectiPying,and compilic�dzc copie�.
The responsi6le auehpdty sha11 comply immediarelY,if possblo,with any rcquesz made pursuanc co chis subdivisien,or wirhin fivo days
of tha dau of thc rcguast,exclading Saturdays,Sunflays and lega!holidays,iP immcdia[c compliance is no�possible. ;f he cannot comply wirh
rhe reques�wiehin that timc, ha shaIl so inforsn the indiviqual,atfd muy have an addirional fiva days wirhin which m corszpiy wi$�� reqaest,
excluding Sa�urdays,Suedays�ad le�I holidays.
5ubd.4. Procedure wheu data 1�nat accwate or cumplete. An individua!may coeias�rhe accuracy or complarencss of public ar �
privace da�co�ucraing himgriP. To eaersise chis righc,an ir�dividual shall aodfy in writing chC cesponsible aurhariry descnbing che aacurc of rhe
disagrcemeru. ?he ras�onsi64e auttwriry shaII within 3Q days cid�er: (a)correcc the da�found cn hz;naccu�atc ar incomplec:and aaempt ra notify
past recipien�c of inacevraee or ineomplcte dara,inctuding rec;p�ancs named by�ho individual;or(b)nonfy rhe individual�.ic he bcjieves che dan
to bc cortcct. DaCt in dispute shall ba disclosed only if thc individual's s�atemecu oP diaagrcamcnt is inctuded wlrh the discloscd data.
1'hc dct�rminaCon oP rhe respansible aurhoriry may be appealcd pursuaae�o the provisian#vF the adminis�a$ve procedure aet rclaung
w concesccd casrs.
D RN b'VISORY
I�l aCCordanCe wiih M.S. I3_04, Subd. 2, "Rights of Subjects of data", we wq►�ld like to inforui you thae yQ�r
request far a permi�or license from the�ity of Oronp or any of i[s de�artments xnay require you to furaish certain
private or confideatial i.uformation.
You are notified thar. .
1. The informaGon you futnish will be used to determine youx quali�casion for tlze permit or lice�se
reques�ad_
2. You may refuse to supply data�but refusal may rtquire that the Ciry deny the perm.it or license.
3. The infarmatio�l may be shated with at�ler loCal, state or federai ageucies to the ezjent necessary to
praess ths permis or license.
�. If your requested permit or lieez►se requires CounciI action to approve, some informatiqn may become
public.
5. Xou have certain rights uii�ler M.S, 13.Qq�(availab�e upou request) to review priv�te data on youzself.
6. Your full name is �equired ta proCess this application or permit.
�o�na.l� �--� . Qr�i e,� c�
F��Sz LI D�� 1-�� l M`e',` �o . �S�
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Aadr����n c�_ M� � l �'���a o ���3 3
���' Scatc 2ip Phone
i uuderstand my rights as ated above. � C
O�- ���d �a��n � '�5 ,
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siSsranuc �
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THERMAL PERFORMANCE Integrity
Windows and Doors
INTEGRITY CASEMENT � � �
U-Valuc R-Value SHGC �'I Cncr�,�
ENERGY DATA Product Gla;ing lies Non-Res Res ,�'on-Aes R�s Non-Re� Res Non-Res S�ar
I:i I ��:1.�����ll-�1ir I�\ J3 0-35 C.�4 :.HF i.�l Qi(1 t152 \'c�.ti
���.��i.,��ae�;i�«�i�,,,-Fu-.��R„�� in 7z o.J� �za �.ii - n.,� ��-
INTEGRITY AWNING �
U-Value R-�'alne SIiGC VT � Ener�.�
ENERGY D�1TA P�oduct Giazing Re. Non-Res Res Noi✓Re� Rea Non.Res Res Ivon.Re,� S�a�
Insulatinel�l:���'I��.i�F Il.;�ir I N I� i�ti i�i1 ..oa _�a `t 'zl �i s v't:�
In�ul�rineC�la=�'I.�.,�L II-:\r¢�.,�. Ir, I' i`.tl l' ;lt .:I
INTEGRITY CASEMENT PICTURE �
L-Value R-\'afue SHGC V"L " �Energy�
ENERGl DATA �roauct GIa,�R xes Non-Res � Re5 �ov-Res R� Non-Res�� �Re�� � �on.Rcs .S�r '
I����ul�cii:�G'�a��'Io�.�Ell_�,ir 7C 13 0.}} l.i.i �.i4 O.Z4 U.s; �C� ;
In I _Glass%Lr+.��EII-4recn IC )' J.29 i�.28 i.4- ' �'._i "- OSi h'CS 'i
4mmGlass�Loa�EII-Ai� IC - U.35 0.34 2.86 �.34 0.57 O.Si �CS �
4mmGless/Lo«�EII-Argon IC ]4 0.3 �'.Z9 3.33 J.15 C33 0.57 OSi \CS
INTEGRITY DOUBLE HtING � � � �� � .
u.vai�� x-��ai�e sHce vr e�e�gv
ENERGY DATA Produc� Gla:in� Ree� Von�Res Res �on-Res Res Non-Res Res h��n-Res Srar
Insula�ie�gGlass'Lou�Ell,.41r 'i� �.�J
I� I. �'1_ �CII :1� i.li -'a ,
INTF,GRiTF DOUBLE HUNG PICTURE � �
u-v,i�� e.vai�e sxec vi e�e��
ENERGI'DATA Produu Glazing �Res Non-Res Res Non-Res Res Non�Res Res Non�Res Star �'I'
In���IAr�nq(�I,,�.L�,�.�LII-:�i� I[ 11 �.i, O.J;. �I7 C.33 i`.i} �.55 0.56 tiC'c
In��iL��i�.a(:Ia..:L�,u-F If-:\re„n IF. I2 �].2�1 0.28 7 J; }.c; 0.33 '.ii �.55 O.Sb �Ic S ,
imm(;lass'I���c[II.?,ir IC I5 O.li C.t4 .,�.t _.�i (`.11 ['.; 0.55 0.5fi N�S �
4m�nl�lnc�'I.c,..LII-.�rR��� II_ IA 0.}0 tt; ;�� :�1 ;� �.55 0.5C, N(:� I
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INTEGRITY ROUND TOP I
� U-Value R-l'�nlue SHGC VT Encr�,y '
E1�'ERGY DATA P�od�ct Gin-inp Res I�on-Res Res \on-Res Res Non-Aes Res Non-R�� Stac
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In I gCl _'lou-EII A�gon IC, J2 0.2A 01P 3.i7 }.5, �.1F C.35 l'.FI 061 NC:S I
4mm CI.s'Lo�c E II Air Il, ]5 0.3J 0.32 3.03 3.13 0.36 035 0.61 0.67 NCS
:'la«�I.�,�.L I \r���; IJ �.2e �'.Zft __ �' ��.61 ('.fil \c'S
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INTEGRITF GLIDER � �
� � � U�Value � R-Valve SHGC � �- VT� � Energy I
EA'ERGFDATA Produa � Glnzing -.�Res �� Non-Res Res `1an-Re: Res NomRes Ru �Non-Res �Sm� �
1� I�.. -Ei�. IJ Il �t5 Z.f .a; ;l - �;C:�
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INTEGRITY GLIDER TRIPLE SASH � I
u-c,��e x.vai„e stice vT e�e��. I
? ENERGl DATA Produce Gla:i�g Res Non-Res Res non-Res Res Non-Res Res �� Non-Res Sn�
In I �L��FII. IF: - I
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INTEGRITY Si.IDING PATIO DOOR � 'i
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� U-Valuc R-�'alue SHGC �'T Energy
, ENERGY DATA P.odvct .Glxvn� Rcs Non.Res Res Non�Aes Ru Non-Res Res Non-Res S�ar
' In<vla�i�iFl;la«�L..��E 11..4ir li�l 11 t;_11 l�1 i 1 i} l.i'] �'1V t�.l} i�.s4 p_SF \t:� ',.
Ii�.��l:��inc��lass:l.��[II_ArN^� I�1 (�.: lai lis .�4 �`.SE -G(•
� INTEGRITY DIRECT GLAZE TRANSOM/POLYGON � � � I,
� U-Value R-Value �HGC V7 Energ}• �I
4 ENERGY DATA e�<,d���e cin.��,s a�s No��aeR a�� no�ae. R�� ho„-x�9 aeF !v��a�� sr�� '
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� IPITEGRITY S��'INGL\G DOOR �'��
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r ENERGY D9TA Prod�« Glaring Res �N mRes Res Non-Res Res Non-Aes Res Non-Res S�a� �
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I�.lacingi�o_ Lc�EII-Acgon IC �F C-7� �.}� a.3s 3.33 i29 018 �.4"r 0.45 I�C� �
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� Thermal and solac values are subject to update.Values are genecated in accocdance with NFRC 100-97 and other applicable NFRC pcocedures.
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� Argon gas is not available for the altitudes that require capillary tubes.Values are select glazing options,for those options not listed please contact your local Integrity representative. 67 �
SHGC=Solar Heat Gain Ccefficient.VT=Visible Light Transmittance.Energy Star codes:N=Northern,C=Central,S=Southern. i
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In Integriaty DESIGN PRESSURE AND WDMA
W�^ Windows and Doors
Casement Windows DP 40*
� � ,
Double Hung Windows DP 30
Picture W indows DP 40
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.
Direct Glazed Windows DP 40
Swinging Door DP 30
A design pressure rating, as defined by AAMA/WDMA
101/I.S.2 - 97, is an indication of the amount of wind
load an individual window or door is intended to with-
stand when closed and locked. Multiple assemblies may �
have different ratings than individual units. Please consult
your local Integrity representative for more information.
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*3355,3755,3359, 3759,3363,3763,3371,3771 Casement units meet the equivalent of DP30 light commercial rating for air,water and structural stability,exclading �
the hardware load test. 3
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Windows and Doors
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EGRESS WIDTH EGRESS HEIGHT EGRESS CLEAR OPG. FLOOR TO SILL VENT DIA '�
HEIGHT•* �,
UNIT#� Inches (mm) Inches (mm) Sq.Ft. cmt Inches (mm) Sq.Ft �mi Sq.Ft. �m� e'�
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2636 22•25/32 579 14-3/16 360 2.25 2090 47-13/16 1214 � 2.25 � 2090 3.75 3484
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2640 22-25/32 579 163/16 411 2.57 2388 43-13/16 1113 2.57 2388 4.30 3995
2648 22-25/33 579 20-3/16 Sl3 3.20 2973 35-13/16 9t0 3.20 1973 539 5008
2652 22-25/33 579 22-3/16 564 3.52 3270 31-13/16 808 3.52 3270 5.94 5519
2656 22-25/34 579 243/16 6t4 3.83 3558 27-13/16 706 3.83 3558 6.49 6030 •�
2660 22-25/34 579 263/16 665 4.15 3856 23-13/16 605 4.15 3856 7.03 6531 ]
2664 22-25/35 579 28-3/16 7l6 4.47 4153 19-13/16 503 4.47 4153 7.58 7042 i
2668 22-25/35 579 24-3/16 6I.4 3.83 3558 15-13/16 402 3.83 3558 8.13 7553 �
2672 22-25/36 579 32-3/16 8l8 5.10 4738 11-13/16 300 5.10 4738 8:67 8055
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3436 30-3/4 781 14-3/16 360 3.04 2824 47-13/16 1214 3.04 2824 5.27 4896
3440 30-3/4 781 163/16 411 3.47 3224 43-13/16 1113 3.47 3224 6.04 5612
3448 30-3/4 781 20-J/16 513 4.32 4014 35•t3/16 910 4.32 4014 7.58 7042
3452 30•3/4 781 22-3/16 564 4.75 4413 31-13/16 808 4.75 4413 835 7758
3456 30-3/4 781 24-3/16 614 5.18 4813 27-13/16 706 5.I8 4813 9.12 8473
3460 303/4 781 263/16 665 5.61 5212 23-13/16 605 5.61 5212 9.89 9189
'3464 30-3/4 781 283/16 716 �6.03 5602 19-13/16 503 6.03 5602 10.66 9904
3468 30-3/4 781 24-3/16 614 5.18 4813 15-13/I6 402 5.18 4813 11.43 10619 i'
*3472 30-3/4 781 32-3/16 8I8 6.89 6401 11-13/�6 300 6.89 64-01 12.20 11335 1
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3836 34-3/4 883 14-3/16 360 3.43 3187 47-13/16 1214 3.43 3187 6.04 5612 �
3840 34-3/4 883 16-3/16 411 3.92 3642 43-13/16 Ii13 3.92 3642 6.92 6429
3848 34-3/4 883 20-3/16 513 4.88 4534 35-13/16 910 4.88 4534 8.68 8064
3852 34-3/4 883 22-3/16 564 537 4989 31-13/16 808 5.37 4989 9.56 8882
"3856 34-3/4 883 24-3/16 614 5.85 5435 27-13/16 706 5.85 5435 10.44 9700
`3860 34-3/4 883� 26 3/16 665 633 5681 23-13/16 605 6.33 5881 11.32 10517
*3864 34-3/4 883 2&3/16 716 6.82 6336 19-13/16 503 6.82 6336 12.20 11335
'3868 34-3/4 883 24-3/16 614 5.85 5435 15-13/16 402 5.85 5435 13.08 12I52 ;'
*3872 34-3/4 883 32-3/16 818 7.78 7228 11-13/16 300 7.78 7228 13.96 12970
i'
li
� •These mits meec Notionei Egrcsa Codes requiring 5.7 SF clear opening,20"dwr width,and 24"cleer height,noc ro exceed a 9oor m aill heig6o of 44".Code rest�ictions may vary depending on local building codea '
"Floor ro sill height ie wlculamd ming 6'-l0 l/4"(rom finiehed floor ro rough opming h<ader. � �
66
..��"t��' � � °��
� , i�;��:�� ���r'�},y,�`'
. �k/
Permit Number
REScheck Compliance Certificate � che�ked By�Dace
1998 IECC
Generated by REScheck-!t"eb Software
PROJECT TITLE: Second Floor Addition
CITY: Orono
STATE: Minnesota
HDD: 8037
CONSTRUCTION TYPE: Single Family
DATE: 11/24/03
DATE OF PLANS: 11-20-03
PROJECT DESCRIPTION:
2nd Floor Master Bedroom Addition to include
Master Bath, Walk-in Closet,
Stairs to second floor and Landing space called "library"
DESIGNER/CONTRACTOR:
Orfield Design &Construction Inc.
4017 Kipling Ave So.
Edina Mn 55416-5067
952-920-6543 off 952-927-7262 fax.
PROJECT NOTES:
House is being added onto,without going outside of the footprint of
the house.
Existing furnace Model MVP Gun Type 80000 Carrier,with april air 440,
honeywell air cleaner F50 with existing Exterior Air Conditioner,
COMPLIANCE: Passes
Maximum UA=392
Your Home UA=309
21.2%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or poor
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Cathedral 1344 44.0 40.0 16
Wall l: Wood Frame, 16" o.c. 896 19.0 19.0 30
Wall 2: Wood Frame, 16" o.c. 1216 19.0 20.0 41
Basement Wall 1: Solid Concrete or Masonry 736 1.0 1.0 135
Wall height: 7.5'
Depth below grade: 5.5'
a
a .
Insulation depth: 0.0'
Window 1: Wood Frame,Single Pane 145 0.250 36
Door 1: Glass 36 0.340 12
Window 2: Wood Frame,2 Pane w/Low-E 115 0340 39
Furnace 1:Forced Hot Air(Non-Electric),90 AFLJE
Air Conditioner 1:Electric Central Air, 10 SEER
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the
building plans,specifications,and other calculations submitted with e permit application. The proposed
building has been designed eet the 1998 IECC requirements ' Scheck-Web and to comply with the
mandatory requirements ' ted n the RE ch k I p t' h k' t.
c //'z¢-D�
Builder/Designer Date
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L03ISIANA—P:�CIFTC C0��4P.AT10N / WOOD�-E DESIGI�O2U01.2 11/26%03 D6:31:�J6 � , -. �
***WARYvING*** THIS DES�GN IS Vp,T,Tp FQR THE PPOJECT NAMED SELOW (�70B YD}
�NT,Y.
k**WARNING*** WUUU-E DESIGN 2�01.2 ����RES ON 3/01/2002. LP WTT,Z MP,KE
n,V.A�3.,A�LE TO ALL RE�ISTERED U'SERS A1�1 [7PDATED VE�tS�ON Ok' T�E WOQD-�E DESIGN
_>OFTWI�T:ZE JN `�y.F CONTI�UING EE'FORT TO i�1P,INTAIN COMPT.,2I�NCE 9PTTH CHA�Iiy��]C�
gUILDID7G CODEs, INDUSTfiY PRAC"Z'ICES, COAE EVALUATION REPORTS AND/OR
�7F'�I�ODS OF ANALYSIS. ���� �� ���
c:oMPA�ix: � �t,�l r�a v.� C��
� �706 IU: Nic;C�,�SK�Y — 2693 KE;LLY AVE / OftONO
STAT�: i�iN CUDE: SBCCI
PY.ODT]CT: �-PLY 1.750" X 11.875" GANG�-LAM LVL 2950Fb 2.OE /�
ALI�fJWA$L� / WORI{TNG STRESS DF',SIGN DATA DEFL�C��ON
�---------- REACT�ON MGNIENT SHEAR LTV"� T,OAD TO'�F�.L LOAD
ACTUA.I� 65U9 21975 5972 0.351 0.510
7iLL04JA6LE 3C368 12053 0.668 0.91'7
S'�'RFSS ZNDICES �J.724 I�.959 L/470 T,/323
**""* THE REACTION, M4x'7ENT AND SHEA� L71�T1� A$OVE A.�,� F3A,S�D pN THE MAXIMUM
�TRESS ZNDICES �arrn MAY NOT RE�FLECT TI�E ABSOLUTE MA�iMf1M ACTUI�LS.
*�k* F'OR DEF'T�ECTTCN, �, IS DEF'INED AS TH� bESTGI�T SPT�'N ��NCTH OR
TWICE THE LENGTH FOR CAN`�TL�FV'E1�S.
NQTF�,S
�ONN�CTION
�+{ D�.S�.GN ASSUMES COMP�NEI�TTti� C�1RR��Q ARE APPLIED TO T0� EDGE OE' BEAM,
Si7CH THP,T LOc�J7 3S DISTRIBUTEb EQ[1AT,T,Y �Q EACH PLY.
}}tATTACH 1^WQ P�,ZES WIT'H L RCrUOS UF 16d {3-1/2") NAILS HT 12" OG,
FROM ONE FAC� 4NLY. S�',AGGF�Fi ROWS. �'T�Tp BEAM A,�D ATTACFI TI3E THT13D
PLY WI1H l Rpws OF 16d {3-1/2") �I,AZLS AT 12" OC. TO THE UN-�iA�I�ED
SIDE OF THE �'TI�ST TWD PLIE�S. STAGG�R 1�09JS, NA,Z�,S �7AX SE COMMON �� $OX
IvAILS Y7TT� A MINIMUM SF3AI�1k: UTA��`��R OF 0.131". 16d SiNKERS (3-1/9"}
N'lAY SE USib.
*** cUMP�i�SSION EDG� a�ezrrG R�QUTRED AT �ACH �N� aF COMpONENT.
STRTJCTURA�, GEOM�TRY
sPaN 1
14.000�
TUTAL SPADi: 14.00 E'T '
DE�IGN GftITERIA. k'OR ROOF SEANE (C11�F�C�'ORED I�oADs)
LIVE4r DEAU SP,AJ4 ALLOWABLE ALI,OWA.BI,.E
(P5F) (PSF) CARRIED S�OPE� LOADIPTG ZT� J�Ek'��CT TL D��'T,ECT
9p^^ 17 32.000' 0.00 TOP L/290 L/180
E',PAD] CAEZR.T.F.D IS NOT CUNTTNUOtifS.
I�QAp PATTERNS (UNFAC'�OR�D LUADS)
CASE SPA.N SHAP� TYPE 9QURCE W1 W2 X1 (FT} �2 (k"�)
�+ALL 1 U1�1IF DEA.p ROOF 289.B PLF 0.000 �.�.004
+�. 1 UNIF LTV� ROdF 640.0 PLF 0.000 14.000
+Z 1 UNIF LTVE ROUF Q.0 PLF 0.000 14.000
�-- _ L"I� ��� �90 Q�M/9Z/l�ON/�OOZ
Pag� L �1�'� It�`1
+ INDICAT�S .T,,OAD TS BASED OI3 SPAN CARRT�p AND INPUT LIVE OR DEAD LOAD PSF.
;ECTZOV �'VF.CES CASE MOMENT (F�'-I,$S) SHEZ�R (LBS) LbE" ,
:��
1 21975 5472 1.00 �� 1
2 6850 1706 0.90
JNFAC'TQFtED SUPPORT REACTTONS (T,$S) USE THESE VALUES WHEN DESIG�T��TG CQNN�CTORS
----------------------�_��_-------�------------------------------_.���-----------
REACTIdNS FbR TOTP.T, LOA�S
CA.SE SRG#1 BFZG�2
1 F,Spg 5509
2 2029 2029
ftEAGTJ,ONS FOR DEIaD LbAD
�--------------------��..
CASE BRG#�1 BRG#2
1. 2029 2029
2 ?_U'�9 2029
REAr�ip�75 FOR LTV� LOAD
--------------�_....__....�
cASE sRG#1 BRG#2
, 1 44$0 4980
2 0 0
MIN. BEARING S�Z�S {IN)
3.00 3.�4
I,TVE LOAI� D�k'LECTIdN T01^AL L,OAD DEFLECT�ON DEAD LOAD D�k'�ECTION
C:P,�E SPAN ACTUAL ALZOW. L/? ACTUAL ALLOW. L/2 INSTANT LONG-TERM
1 7. 0.351 0. 666 970 0.510 0.9�7 323
?_ 1 0.000 0.6B8 0.159 0. 917 1037 0.159 0.239
�1��1-�k�k F(JI� UEAD LOAD DEFLECTTON C�P,TA SEE LOAD CAS� 2 ***"'
**''* TOTAL T,t�P,D D1Ek'F�ECTION SHbH2�1 TS Z�ISTANTANEOUS. ****
"""k a* F"OR �EFJ,�ECTION, L TS T7EFZNEl7 �5 THE U�SIGN SP�#N L�NGTH b�
TWIrE THE T��NG1H F0� C�NTILEVERS.
STkESS INDIC:ES CP,SE MSI VSI
° 1 0.�24 a.454
2 p.251 0.157
ST EI�DERivE55 I:ATZO = 2_26 LTI�IIT = 10.0
�E.gTFY YOUR Ii�7PUT TO AVQID D�ES?��N AND FABRIGATION MTSTAKES. XQU ARE SdT,ET,Y
F.ESPQNS�BLE �'UR ERROFtS P.ESULTING FROM WRONG INPi7T. '��IS PRoG�AM IS 1� DESTGN
7 UUL AND ;HOULD S� USED WIT� EXT32EME CARE TH,�#T INPUT CJNTFQR[� AND CCNCEI3TRATED
IOA.DS Au� ACCt7RATE IN MAGNITCIDI, AND LaGAT10N. IF YOU HAVE ANY QCIESTIONS OR
CNCEFtT.A.GNTIES, PLE�ISE GON�'ACT L�..
�Fl.l.:a COMPONEN'I' DESIGN �S SPECIF]:CAT�T,Y FOP. I,P ,ENGINE�RED WOOD P�tODUCTS.
C SE n� �xls FFtOGRAM TO DESIGN .�Na"rHz�� bTHER TFIAN GA,NG-LAM LVL� OR ZPT-JO�S�S
]S STRYC_TL,�' PROHTB.T.TF�i]. LP IS A 'T'RADEMARK Ok' LQUZSI�INA-FACTFIC COEZPOP.ATION
��'-!-� �� U�Id 8� �90 Q�M/9z/�ION/�OOZ
Fage 1 ' " `>,;
L�JISIP,NA-�ACIk'TC CCaR?OF.ATION / WOOD--E DESIGN02001.2 11/26/03 06:28:42
k**wx1�NING*** '��IS �7�SIGN IS VAILID FOR THE PROJ'�CT 1�1.AMED ��I,QW (J0� ZD)
�NLY.
-**cvl�tNIN�*** w00D-E b�STG�7 200�,.2 �X�IRES ON 3/01/2002. LP WILT� MAT{E
�VAILABLE TO ALL P.EGISTEftED i?SEf�S ,FaI�T U�[]A.T�D V�?25ION OF THE WOQD-E DESIGN
�0�'T�'.AF:E IN THE CONTINUING EFFORT TO MAINTATN COMP��ANC� WITH CHP.1�iGING
�[ITLUING CODES, INDUSTRY PRAC�TC�S, CODE EVA�,U,F��'�ON RE�QRTS AND/OR �` �,`
�7ETf�ODS UF ANT��,YSTS. ���
r�����;Y: �,-��r�w r��
�'OB ID: MCCi,PS�,{�X - 2693 I{�LLY AVE / OROItlO
,�L 5'�'ATE: Mn' COpF': SSCCY �
yt� PRODUL'1': 2-�'Z`I �.7Sq" �C 9.5U0'� GANG-LAM LVL 2950Fb 2.DE
�LLOWAB:I,� / W�RKING STRESS DESIGN DATA DEFL�C'S�Q�7
----------- REAC`TION MQMENT SHEAR �x�� �OP{Z? TO`PAL LOAD
-------------------------��....�W---T�__-------------------------
4CTUAL 2178 4088 �679 0.063 0.088
�ZLOWA��,� 132$2 6428 O.J.9� 0.388
�TRESS Ti�L�Zc�ES 0.-308 U.261 T,/1473 L/�.052
**** �FJE REACTION� MOM�NT AND SHEAR 13A'SA F.SOVE ARE BASEb QI�T THE M7�`z{IMUi�
��RESS ��1p�CES �ND MAY NOT R�F"LECT THE .A$SO�,�TE MAXIMUM ACTUAI,S.
*�** FOFZ DEFLECTION� T� TS DEE'JN�D ,AS THE DESIGN SPAN ZEbTGT� O�t
I'TaIC,E 7.'�-1� LENGTH FOR CANTILEVERS.
NOTES '
:'ONIQECTION
*** DESIGN ASSUM�S CpMP02JEN�'S CARRIE� AxE APpT,TED TO T'OP EDGE OF B�AM,
:�CJCH Ti�AT LOAD IS DIS'L'RT$UT�p EQU,�:LLY TO E�1CH PT�Y.
�**ATTACH TH� TVJU PZIES WZ�.H 2 ROvdB OF 16d (3-1/2") N�.�LS A�
1�" OC. S'�AGGER ROWS. NATLS CAN �� DRIVEN FROM OI�TE �'7�CE OR
HALP' FROM EAGH E'�1.CE. I�AILs MAY B� C�MMON OR BO$ NAILS
WITI-I A MINIMUM SHANK DIAME'�ER OF 0.131" 16d ST�?KERS (3-J./�")
MAl' �� T1SED, $[IT AAZ,F MUST SE I}Et7�TEN FRON.I EACH FA,CE.
*{* CONIPRESSZON EDGE BR7�CTI�G REQIIZRED AT EACH �ND OF COMP4NE�]T.
STRUC�[3RAL GEOMETI�Y
SPAN 1
°.000' -
TUTAL SP.AN: S.OU FT
DESIGN CRYT�RI1� FOR FLOOR SEAM (UN�'ACTOREI� LpADS)
LI VE DEAD S PAN ALLOWABLE AT,ZQWI��I,�
(PSF) (PSF) CARRIED LOADING LL DEFLECT �L D�FLECT
----- ----- ---��---- �------ ----__..�.._ �---------
4b 15 14.000` T.OP L/460 L/240
SPP,2�I CARRIED IS NQT CONTTNUUUS.
LOAD �A�'TERNS (UNFACTOFtED ZOP�DS}
C,�,SE SPAN SHAPE TYPE SbU�RCE W1 PT2 X1 (FT) �2 (FT)
+��,�, �, UNIF DEAD �'LOOR 119.5 PLF O.ODO 8.000
ALT, 1 LiNIF GEAD F7�OOR 40.9 PT,F 0.000 5.000
+7, 1 UNIF LTV� �"ZOOR 26Q.0 PL:' 0.000 8.OD0
i ,-� UNIF LIVE FLOOR 109.�. �LF O.b00 B.000
=�Ci_i �d YI� 8� �90 Q�M/9Z/1�ON/�OOZ
�� F�.ge 2
+? 1 UD7IF LIV� E'Lda�? 0.0 PLF 0.000 8.000 �Q� �I�11
? 1 iJA7IF LIVE FLOOR q.0 PLF 0.0�0 8.OU0
+ INDICATES �,OF.D IS BASED ON SL��N CARRIED AND INPUT LIVE QR DEP,D L()A,P �SF. ;' ��,.
�.
�ECTION FaRC�S CA.S� MOMENT (FT-LSS) SHE,a,1R (L�S}, LDF
�-----�------- ---- ---------�.-.^---- ---------�W ----
1 4088 1679 1.00
� 1167 979 0.90
JN�'�,C:TUkEU aU�PORT REACTT'JNS {1,$S) USF TE3ESE VALUES TRHEI�7 DESIGNT�IG COP7IVECTORS
_�_..--------------------��.�_----_�-�-------------�...._----..�..,_�------------------
�EAC�IUNS E'O�C �'OTAL LOx1I7S �
--------_�--_----�-�-------
;'I�SF BFG#1 BRG#2
i 2178 217$
2 622 622
�EACT,IONS FOR bEAU LOAD
^ASE BRG#1 $RG#2
1 622 622
7_ 622 622
REACTrUNS FO�i 1,.,�VE LOAD
CASE BRG#1_ BRG#2
J. 1556 1556
2 0 Q
M�N. BE?�EtING SIZ�S {IN)
3.OU 3.Op
LTV� LOAD DEFLEGTTON TOTAL LOFiD DEFLEC�Io�v ]?EAD LOAD D�F'T�ECTT��V
CASE SPADT ACT'f7AT, AI,LOW. L/� AGTUAL ALLOW. T�/? ZNS�ANT LONG�TERM
1 1 0.053 U.194 1473 0.066 0.368 �.b52 �
2 1 0.000 0.194 U.025 0.386 3687 0.025 0.038
-k'k k k FOR DEP+.D LOAD DEFI,ECTIQN D,A'�A 5EE LOAD CASE 2 **** ,
**** TOTAL LOp,D DEFL�CTION SHOV7I�1 IS. INSTANTAN�OIIS. ***'�
;*** FOR DEFLEGTION, L I5 DEFTNED AS THE DESYGN SPAN Z.,�NGTkI OFZ
TWiC'E THF LENGTH FUR C7-�NTTLEVERS.
STRESS INDZCE5 CASE N1SI '�TSI
1 0_308 �7.261
2 O.G98 0.083
�'L�NUEI�NIESS P.ATIO = 2.71 LIMIT = 10.4
�E�T�rY YOUR INPUT Ti0 AVOID D�STG1�7 �ND FABKTCATTOA7 A7IS'�AKES. YO[7 ARE SOLELY
FESPUN�IBLE k'c?R ERRORS RESULTII�'G FFtOM WRONG INPD'�. THrS PROGRAM �S A DESTGN
7n�L AND SHOULU B�' USED wzTH ExTREME CARE �'HAT iNPf7T UNIFO�a A�vD CCNCENTRATED
IOADS ARE ,ACCURATE IN MAGNI�'GDF AND LOCFITIOT�T. I� YOU HAVE ANY QUESTIONS bR
i_NCERTAILVTIES, PLEASE C4NTACT Lp.
��i�S car�PONENT DESTGN IS SPECIFIC�aLT,Y FOR LP ENGZNEEREb WOOD FRODUCTS.
CS� UF THTS PROGRAM TO DESIGN ANYTHING 4�'HER THAN GANG-LA,.'yf �V�., OR LPr�JOISTS
� I� STkZCTLY PROHIBTTED. LY IS A TRADEMARK OF LOUIS�,ANA-PACI�'T.0 CORPORATION
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y 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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL
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V BEFOREC�/ERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CAIL INSPECTOR
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the n xt inspection 24 hours in advance. (952) 249-460�
OwnerlCon ite:
Inspector. �
White Copyllnspecto�'s ile Canary CopylSfte NoUce
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CITY OF ORONO CALLED IN
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� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARO COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOH TO MEET YOU:_YES_NO
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� BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-4600
OwnerlCor�fs�igr 'te:
Inspector. �� �- ����
White Copyllnspector's File Cenary Copy/Site Notfce
�— �
�D�OT� TIME
CITY OF ORONO CALLED IN G
INSPECTION N CE SCHEDULED `� :
PERMIT NO. � �� COMPLETED
ADDRESS a�O 9.3
OWNER CONTR. D�"
TELEPHONE NO. �S � �� �0��3
� DESCRIPTION ' — �G/��4���
l� 01 FOOTING 11 MECHANICAL R �18 CAV/ A LI
Q02 FRAMING 13 MECHANICAL FINAK�L �LAKESQHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACa���AE�AUAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTAIL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL �� 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
O STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cati for the next' spection 2a hours in advance. (952) 249-4600
OwnerlContra ite
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Inspector. �
White Copyllnspector's File Canary CopylSite Notice
� �� DAT� TIME
CIN OF ORONO CALLED IN ��
INSPECTION N TICE SCHEDULED - �� :�
PERMIT NO. D �I COMPLETED
ADDRESS d -3 '
OWNER ONTR. O�' �/�I �,� �rc.
TELEPHONE NO. ��a ��d �090
� DESCRIPTION ��-� �L �
� 01 FOOTING 11 MECHANtCAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 P�UMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe n t inspection 24 hours in advance. (952) 249-46��
OwnerlConU ite:
Inspector.
White Copyllnspector's File Canary CopylSite Notice