HomeMy WebLinkAbout2007-P11546 - addn/remodel/repair PERMIT
CITY OF ORONO
2750 Kell2y Parkway- PO Box 66 Permit Number: P11546
Crystal Bay, Minnesota 55323 Permit Type: Addition/Remodel/Repair
(952 j 249-4600 Date Issued:
10/17/2007
SITE ADDRESS: 2135 Colin Dr Unit#
Long Lake,MN 55356
PID: 03-117-23-21-0016
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential
Census Code 434
Permit Class: Building
Permit T e: Addition/RemodeURepair Permit Sub-type(s): Addn/Remodel/Repair
YP
DETAILS:
Approved perresolution#:
Separate permits required:
NOTICES/REMARKS:
Tear off old Screen Porch-Rebuild Family Room/Kitchen in slame area
FEE SUMMARY: Permit Fee: $ 1,413.75 valuation: $ 175,000.00
Plan Review Fee: $ 918.94
State Surcharge Fee: $ 90.00
TOTAL FEE: $ 2,422.69
APPLICANT: Terry Built OWNER: Mr. &Mrs.David Healy
340 Leaf Street 2135 Colin Drive
Long Lake,MN 55356 Long Lake MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICAN PERMITEE$],CsNA URF, SUED BY SIGNATURE
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Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,([f Septic, 1-Septic) Page 1
s
Total Fee: $ ��i��a<� ' �'� � Date Received: ��^� "�
Entered By: �� Permit#:
CITY OF ORONO - BUILDING PERMIT APPLICATION'S /�
All information must be submitted in full before plan review will be started.
(please print all information)
------------------------------------------------------------------------------------------------------------------------
THE APPLICANT IS: (circle one) OWNER OR ONTRACTO
JOB SITE ADDRESS: ��3 s' �;,/,ry f7/'. ZIP: �`S3S�c
�r�y L.���t'
Will this be a arade of Homes, Remodelers SKowcase Home or other Display Home?
❑ Yes �No If yes, a special event permit is required with Police Department and Ciry Council approval
60 days prior to the event. Shuttle bus service will be reguired unless applicant demonstrates
sufficient on-site parking is available. Non-permitted events tivill not be allowed.
v; r
NAME OF OWNER: f��qJ�D f �u��( �c�A�z� PHONE: (home) iS�. -y73��041f�
� �u (work)
5. � MAILING ADDRESS: !'1/ ��"" C'oL,n l�r CITY: ���c �l�� ZIP: S-S3 SG
� �,
lw �v CONTRACTOR: /r,��,�y �t,/T PHONE: y S,� �s�,�-g�7�
�� � CONTACT PERSON: jo,K 7rr�.�y MOBILE/PAGER: �/�. - ,�s o -O�S�
ly� � V, MAILING ADDRESS: 35/O ��� r S i. CITY: �,-t� l.,N � ZIP: s-� �
w �v� STATE LICENSE: #_ 7�i�" EXPIRATION D�TE: ? �- �/ - p �
Z � ,,____•,-_.
� ^ � ARCHITECT NGINEE ,�p'Nrr�y ��/,�1� PHONE: l�i� - 378- o3s3
R MAILING ADDRESS: �/l�, 1�r�+n,�D,� A��'. F, CITY: /►�1 P,CQ", ZIP: S S�i!/f�
� � NAME: �,F'C/�, S T�'u c' 7" �r'e�t REGISTRATION: # �j p y-/
„ TYPE OF WORK: New Home Addition �_ Accessory Structure
�
1 Move Home Remodel/Alteration (ie: Siding, Windows) _
f` � Any earth movement may require MCWD review and permits!
�' � PROPOSED WORK describe in detai : `—A � + //
� � �r s � n /r � C FF v !� �' Sc��or /�o /'(
RC'9 k,l c�� fi�t"'c.i l�/�hl i L si rC�c:�c:�tl �IEr �C'f/c'r, /�l S AM /��C•�
_ i
� �
�Y, STORIES: � SQ.FEET OF EACH FLOOR: �
� � NO. OF BEDROOMS: _(L GARAGE STALLS: ATTACHED DETACHED_
�
�K ESTIMATED CONSTRUCTION VALUATION(excluding land): $ � �S c�0 U
`
�9
I hereby apply for a building permit and I acknowledge that the information above is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City and with the State Building
Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be
in accordance with the approved plan. ---
APPLICANT'S SIGNATURE: , �� --�_ DATE: �'.�� - O)
.
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd. L Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section.
Subd.2. Information required to be given individual. An individual asked to supply private or confidential data conceming himselfshall be
informed of. (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision;or statewide system;(b)
whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply
pdvate or confidential data;and(d)the identity of other persons or entities authorized by state or federal lawto receive the data. This requirement shall
not apply when an individual is asked to supply investigative data,pursuant to sec[ion 13.82,subdivision 5,to a law enforcement officer.
The commissioner of revenue mav place the notice reauired under this subdivision in the individual income tax or oro�erty tax refund
instructions instead of on those forms.
Subd.3. Access to data by individuaL Upon request to a responsible authority,an individual shall be informed whether he is the subject of
stored data on individuals,and whether it is classi5ed as public,private or confidential. Upon his further request,an individual who is the subject of
stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed ofthe content and
meaning of that data. Afrer an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six
months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The
responsible authority shall provide copies ofthe private or public data upon request by the individual subject of the data. The responsible authority
may require the requesting person to pay the actual costs of making,certify ing,and compiling the copies.
The responsible authority shal I comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of
the date of the request,excluding Saturdays,Sundays and legal holidays;if immediate compliance is not possible. Ifhe cannot comply with the request
within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays,
Sundays and legal holidays.
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data
conceming himself. To exercise this right,an individual shal I notify in writing the responsible authority dcscribing the nature of the disagreement. The
responsible authority shall within 30 days eithec (al correct the data found to be inaccurate or incomplete and attempt to notify past recipients of
inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he bel ieves the data to be corzect Data in
dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request
for a permit or license from tlle 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 M.S. 13.04(available upon request)to review private data on yourself.
6. Your full name is required to process this application or permit.
_�
� 0��9/4j �,�wlp� ��,*✓` /
First Middle Last
37�? <C'f� � Sl` G rn c 4 /It� '�° /r� /� •
Address
-- rS�S ��� 'S���� �'.2 �-2
City State Zip Phone
I understand my rights a above.
�
Signature
�'
�..___ "' 32
� CHECK OFF LIST FOR ISS U.ANCE OF PERMITS
FQR OFFICE USE ONLY
ADDRESS OR LEGAL: ;� ( S 5 � c��/',�,� �f],yj
PID:
DESCRIPTION OF WORK: <. L{� �� c� �L;��
ZONING REVIEW BY.� �� ��� '� DATEAPPROVED:�C1G _ ��'�J�
BUILDING REi�IET�L'BY: _ DATEAPPROVED: 1 � -�6-o-L
FEES TO BE CH.ARGED: Misc. Fees Calculated By: `� M�
PERMIT I'es f No
PLAN REVIEW Yes � No SEu ER CO.N.'VECTION
STATE SURCHARGE Yes �/ No uATER CONNECTION
INVESTIGATION FEE Y'es No f PARK FEE
SAC Yes No � SITEINSPECTION
Number of SAC Units OTHER (specify)
w_�________---_�___________________--------� - ------------�__-----------
ZONING CHECK LIST Zoning District: � - � � ~��
Fire Department: Post Offtce: School District:
t�yl ct���,., —
LotA��ea: Sqft. Acres �/;e.v�s 6G'idth Depth
Survev Strbmitted: f'es� No Date of Surveti�: �_�_�3 C/�� hv/l��
Propased Setbacks: �y�-
Front (�alt�: �/.�} It�rg�t Side: �� �
Rear �: �' � `'L�;!S{` � r �/
( ) �_ �f'f Side: �
.4djacenl Structures: Wetland:
Building Height: Def. Hgt. � Peak Hgt.
Lot Coverage: r��
Grading: StaffApproval Date: _ �� By: Council Approval Date:
Septic: Staff.dpproval Date: �C� �f � .�r� By: ��'
Zoning File: � Resolution: # Resolution Date:
Shoreland Disti•ict: �'f � d1C�(D Pern�it:
Avg. Setback. Bluff Setback: Lot Coverage:
Existing Proposed
Hardcover: D-?.5'
?�-?.SO'
?�0-�00'
.i 00-1000'
Hardcover b"ariance Reguired: }es__ N'o Date oJCouncil.4pproval:
REM.4RIiS(i��house):
33
BUILDING REVIEW CHECK LIST
UB C: R '3 CONSTR UCTION T YPE: �(�
Sq Footage $Per Sq Ftg
Basement x =
lsl Floor x =
2nd Floor x =
Garage x =
x =
TOTAL
ak?
Estimated Construction f�alue: $ 1�?5�a c�c�
Inspections Required: Work Requiring Separate Permits:
Site _�Plumbing Fire
Hardcover Removal �fechanical Gd"ater Connection
�Footing Septic Sewer Connection
Framing Fireplace Lmvn Irrigation
�,Insulation (Masonry) Other
W'all Boa��d (Mfg.) W'el!(State Permit)
�Final ___Grading'Fi!ling D'Electrical(State Permit)
__Olher__
REM.9RIiS(INHOUSE):
REVIET�'BYOTHERS: DATE: ~ � �
�iccess: Existing New
Access Appr•oval: Date _ B}�
REIILARIiS (TO BE NOTED ON PERMIT): �~w~
34
f
, 'STRUCTURES 5 �� h�����
� � Y
� � '��.���� �.•� .�
� �erry Palms P.E. �
Structural Engioeer
416 Hennepin Avenue East
� Minneapolis MN 55414
612/378 0393(Voice)
612!378 3736(Eax)
.. �:�•�:structures@aol.com
LETTER OF CERTIFICATION
HEALY RESIDEtvCE
2135 COtIN DR►VE
ORONo MN 55356
_.�� "'STRUCTURES#0709-1
12 September 2007
John Bergford AIA
Architect
2756 Ewing Avenue South
Minneapolis, MN 55416
Deaz John:
I am providing structural desiga for the above referenced project. Information for primary
structure, such as beams and columns, foundation walls and footings, has been provided
as shown on the framing and foundation plans which are a part of your construction
documents.Also included are the structural notes for the project.
As construction begius,if additional questions should arise,please feel free to ca11 me.
Yours,in professional service,
Jerry Pa1ms PE
Structural Engineer
,, ":STRUCTURES
I hereby certify that this plan, specification
or report was preparect by me or under my
direct supervision and that f am a duly
registe ofessional en ' under the
laws of t tate of Mie
MN i� 033 12 Septembe 007
f
. �nu7tg; 5a� z�uiRE�+�7s n�so n�t.Y MASONRY WALL PIERS:
STRUCTURAL NOTES ABOYE nND AROUND ANY UTiLITY LlNES AD-
JAGENT TO FOOT1N65. GENTER WALL P1ER IMMEDfA"fELY SELOW BEnM
F O U N D A T f O N � ���M� BFARING. DOWEL �u VEIZTiCAL
FWi2 MSNRY FOUNDATION WALL: �����BnRs 6'�NrO FOonNG.
p(tSTNG WALLS: PRIOR 70 NEW CONS7RUC-
' HEAIY RESIOENCE CpNSTRUCTION STANDARD: nON,VERIFY E7QST6 BLOGK AND MORTAR 70 BE
2135 COUN DRiVE • MMN�90Tit ST/ITE BUI�DING C017E 1303.1�'a6 �N���4���T lOC1�TlON OF NEW PIERS.
ORONo MN 55356 CONVENT}ONAL FOUNDATION GONSTRUCTiON. � C'�� (�} GORE FULL HEIGHT OF
TYPiGII WALL TWCKNE5S:12 INCNES. MASONKY W�LL.
ARCHiSTRUCTURES#0709-1 Mt PROVIDE {i� +f4 VERTfC/�L BAR IN (1) FULL
• MAXiMUM WALL FtEIGtIT: 9'-O"FRQM FOP HEIGHT GROUTED MASONKY WALL CORE
OF SIJ16 TO TOP OF MASONRY WALL GONTHGT
ENGINEER IF C�P,FI+TEIZ. SLABS-ON-GRADE:
5EE'Fp.A1v{!NG'NQTES FOR MORE tNFORMATI0F1 yERTICAI WALL RHNFORCENG:
. #5 VERTICAI BAKS O 4'-O' O.C. fN FULL ��� �Y� `�LL MNKE n-
�O►L QUAUTY: HEIGHt SOLID('iROUTED CORES. DEQUATE PROVlSfON?0 MIM►v!}ZE SHRINKAGE OK
STANDARO: IF OWNER Hh5 NOT AUTHORIZED A • SUPPOKT 8AR5 2' AWAY FKOM 1N51DE (NON- SErnEMENT�P11CK5' RECOA'�MENDED:
SOIL REPORT.MINIMUM 501L Qt1Ai.fTY SHALL BE `'.�0��)WAE-t-FNCE DOWEL 6 M!'f0 FOOTIN6. �� PR�ARATION: 5EE STKUCFlIR/�L NOTES
AB(NE UNDER"SOIL COMPACTION.'
60VEKNED BY 7HE FOLLdYMNG: MATERSALS:
COiVCREfE STRENGTFi:k11M.�'�4000 P51.
• MlNNESOTi1 STitTE BUILDlN6 CODE 1303�9A't • AA/►SONRY BLOCK: AS7M C9�0-E34. TYl'E t- ��M�� ����: 4 lNGHES, UNLESS
CONVENTIONNL FOUNDA710N CON57KUCTfON. MINIMUM F'm_1700 PSt. Np-(ED GKEATER ON DRAWINCS.
SOIL QUALITY: FOOTiNGS /+RE DESIGNED 70 • M�RTAR:TYPE"M'.M{NIMUM F'�Z600 P51. u{)MP:2"TO�PER�lSTM Ci43-90A.
BEAR ON SATT5FAL7Gtl�Y SP1L5. DEF(NED il5 � M�NRY GROUT: MINIMUtrd F _2000 P51
C,OOD QUNLI7Y,WELL-ORAINItJri.C�iRANUtAK 501L � REII�iFORC1IYG: 6 X 6 / Wf.4 X Wt.4 WELDED
GAPABLE OF MIN.2250 P5F 501L PKE55URE. • STFH RElMf[)RCIPIG BARS: AS7M n615-90, WIKE FABKfC. OMfT ONLY lMT}t OWNER'S nND
• p0 N07 BFJSR F001tNGS BELOW Wf�1�K TAB{-E GRADE 60.Fy=60.000 P51. ARCHITECT'S APPROVAL
SOIL VERIFlGT101Y: CANTRnCTOR SHnLL VEKI- KN�T TO WALL CONNECTION: WALL FOOTtNGS•
FY 501L QUAUT`(TO BE AS DESGRlgED ABOVE tF • JOIST TC3 Stll PLATE CONNECT WITH (3)8D
IN DOUBT,INFORfvt OWNER. N/tiLS PER UBC TnBLE 23-1-LL DfGEPT10N: AT ���� �E��FaOffNG Ok WAl.L. LAP RE-
OWIJER'S ACTION:IN Th{E ABSENCE OF A SOfL E/�CH ANCHOR BOL7 LOCATION, CONNEGT �NFdRGtNG bt{NIMUM 16"nT hLL SPUCES.
KEPORT. THE OWNER OEAKS PKIMARY RE- ADJ/�CEhfT J0�5T TO StiL PLATE WITI-1 USP 18
SPONSIBtL17Y FOK ACTU/�L 50lL COPiDiT10NS. [F 6AU6E 6nLYANlZED FRAM{NG hNCHOR (OIZ `MF20 fOOTtNG: 220"' 1MDE BY B" DEEP WITH
50ll.QltALf7Y 15 IN DOUBT,tf 15 REGOMh1ENDED EQtlAL)U51NG(6)10D JOISt HANGER NAlLS. (2)�5 60TfOM BAKS CON1iNU0U5.
THA7 OWNEK OBTNIN THE SERYfGES OF A RE- • S1LL PIATE TO WA1L: PROViDE TRfA7ED 2X4 EXIS�itVG WALL FOOTlNGS:
615TERED 501L EN6fNEER. 01MVER SHAiL BEAR OR ZX651LL PL�TE. GONNECT WiTH �/2'
ANY nDDfTIONAI C05T5 FOK SOIL REPOKT.PRE- pIAAAETER X 10' LON6 + 2" HOOK ANCHOR �E�E N� WALL FOOTfhiG MEETS EXISTING
PARATION AND STKUCFURAI REDESIGN. BOLTS AUGNED WItH EACN VERTfCAL
REfNFORC-ING 6RK. ADD ONE WfTHIN 12' OF F��•8�`R AT SAME ELEYA7ION AND DOWEL
SOtL EXCAVAT{ON EACH 51DE OF 54LL PIATE SPLICES. 7�ETHER WITfi(2)#4 BY 2'-O"LONG BARS.
• BLOCKING AT jO1ST5:WHEKE FLOOR JOISTS • ��NEYJ MASONRY WALL MEETS t7a5T1NG
INITUL EXGVATION:REMiOVE 501L5 DOWN TO I�UN PARALLEL 70 WALL, PROVIDE 50LID W�`�-�-• DOWEL �"06ETHEK NATH x4 BY 2'-O"
5UB-GRADE BF�IRINC ELEVnTi0N5. gLpClCENG EQi1AL t0 J015T SIZE AND DEPTH O �� �WF���'. g�` O 16" O.C.
ADDITIONAL EXUVA710M: IF UNSUlTA6LE 2'-O"SPAGNG FOK FIRST TWO J015T SPAGES. ����`������'
50IL5 ARE ENCOUNTERED AT THE {NI'ML 5UB- FtT SNUG AND NAIL F1.GH PtECE WItH (6) 8D
GRADE ELEYATION. coNtv.r,CrOrz SHAu CARK`r ����SH�• PAD FOOTiNGS:
EXGAVAtION DEEPER UNTiL 5�1T15FiSCTORY 501L5 TEMrORARY WALL SHORING:PRIOR 70 BACK-
ARE FOUt3D. ALTEKN.4TELY, CONTRACi� h1AY FfLtJNG, GONTRAGTOR SHA!-L PP.OVIDE ADE- CONCREiE STRENGTH:MIN.Fc-'� N P51.
PROGEE�A5 DIRECTED BY SOIL Et�iNEEK. QUATE WALL BRAqNG. A1/1RK/SIZE&REINFORCtNG
WALL PROTECTlON: SEE nP.CHffEC1UKAL FOK
SOIL COMPACTION DY.�SIN-Til.�.DnMP-PRooFM6 MEwtBPJwE.VNPOK F24 Z-O' X 2'-0" x 8' DEEP WITH (2) i5
BARRIER&WSUTATFON REQUIREMEN75. BOTfOM B/1K5 FAGH WnY
gELpW fOpTiNGS: SHALL BE 5A715Fi{CTORY
spl�5 �oM�,�p iN 8' 7o t2" LiFTS To �yyj2 'StMILAR'MSNRY FDN WALL: fOOTfNG BEARtNG:
MINIMUM 98x OF MNOMUM DiZY DENSIt1' PER
ASTM D698(STANDARD PROCIOR). COPiSTRIKT SIMILnR TO MFW12 WALL,EXLEPT: HIOST PROTKTiON: FOOTttJ6 BEARING ELE-
UNDER SLABS-ON-GRADE: SHA�-L BE � . pRpy�DE FOOTING BEARtNG AT MINIMUM �ATION SH/�ll CONFORM TO Af/NNf507A STATE
FiiCTORY SOlGS fAMPACTED 51MILAR TO 1HAT FR05T LEVEl ONLY. BU1tDlNG CODf RULE 1303.1800:
BELOW F001iNGS. E�(CEPf ALSO PRdViDE A 6' • ZONE 2:BEAR 3'-6"BELOW FlNISti GRADE
BED OF WELL-GRADED SAND (51A� IMMEDIATELY • NO REINFOKGiNG REQUtRED.
BELOW SL1B BF�R1N6. EXCEPT�ON: 1M-tERE FOOIINC'{.�- ARE NOT AD-
AGAINST fOUNOATfON WALLS: BACKFfLL JACENT TO A HEATED SPnCE.BEJiK Mlt�HMUM 5'-
SHALL BE 5�1775FACTORY 501t5 FREE OF ROCK O'6ELOW FIMSH GRADE
OR GiU,VEI I.ARC'iER THMI 2" Dl/�WiETEK CAM- N�OST aCP05�1RE: CONTRAGTOR TO PROVIDE
PI�CTED fN 8"70 12' LtFTS TO MiWMUM 95Y OF� nDEQUATE MEAN5 TO PROTECT FOOTtNGS AND
M/,XIMUM DRY DENSITY PER l�ZT+I D6-`� ALL OTHEK SSRI}f.TURE FKOM FKD�'T DA►dAC'iE
(STANDARD PROCTOR). DURiNCi COhtSTRlK710t�1
J
STAIR FRAMING, BUfLTUP ROOF �SSF�iBI(E5, BEARING: UNLE55 NOTED.FRAME ALk HEADER
$TRUCTIlRAL NOTES BRiCK VENEER,CHfMNEY.ETC.ENGINEER MAY BE OPENfPlGS WITH ONE TRIMMER NJD ONE KING
CONTAC7ED FOK ADDI110NAL A5SIS7ANCE. StUD EACH SfDE
F R A M I N G EXISTING CONDITIONS: POST SCHEDULE:
PRlOK TO CONS�RUCTION. GOMRAGTOR SHALL POST BEARING; p05T MAY BEAR ON A WnLL
HEALY RE5IDENCE VERIFY pQSTNG CANDIT10N5 TO BE AS SHONM ypLE PI.qTE.
2135 COUtJ DRIVE ON DRA4VlNG. IF OTHER�MSE THnN N5 SHOWN.
OttoNo MN 55356 COHFRA(.`�OK MAY COt�fT�lCf nRCHtFEGT AFID EN- MULTIPIE PLY r05T5 {E,G: 3-274t): SHALL BE
GINEER FOR REVISED DE51GN. CQh16tRUCiION GRADE SPF OK BET'fER 1MTH �
EAGi P/�iR OF PLfES FASTENED BY(tj 70D NAIL I
ARCHISTRUCTURES#0709-1 WOOD TRUSSES: o�6-o.c.sTnc�ezev ench sive. ,I
POST Pi:TYPICAL AT EXTERIOR OPENING:
IF FINAL TKU55 LAYOUT VAPJES FROM 7HAT (i}7J(6 TRlbikiER+{t)2X6 KING STUD �
SHONM ON DRAWINGS, FABRICATOR SH/U.L ppgT�2;TYPIGL AT INTERIOR OPENING:
S�E ACCOMPANYINri LET7EK OF GERTfFlCATIDN. SUBMIF ERECTION DRAWING 70 ENGINEER FOR (1)2X4 7RI►�.SMER+(t)2X4 KING 51UD i
' COORDINATION WITH OVERALL DE51rN.
A�SUMED DESIGN LOADS: PARALLAM COtUMNS:
WOOD 1-IOtSTS:
ROOF BALLAST: NEW ROOF ASSUMED TO BE COtUMN BEARING: COLUhfFJ MAY BEAR ON n
NON-BALLASIED. 2-5/16" OR GRFATER N7DTH f5 REQUIRED FOR WALL SOLE P11�TE. 6llT BLOCK SQIfD BETWEEN
ROOF SPIOW LOAD: DE516N tNClUDES SNOW T��`' ��.1ECT. 5EE PLNN FOK DEPtH. THE gp�E PL/�FE & STRUCTEJRE BELOW WITH SAME
SURCHARGE FOR DEPd51T FRdM UPPEK ROOF FOLL0IMNG,OR BETfER.AKE APPROYED: Gp,�p�SPEClES A5 COLUMN MATEKI1IL.
AND/OR DRIFTING.AS REQUfRED BY CODE. 1, T1tU5 j0t5T MACMILUtN: PARALLA�N COLi1MNS: PAP./�LLEL STRAND
FLOOR DEAD LOAD: WCLUDES SHEAtHIMG, . 2_5/16"VYIDE• TJ!/230J015T. LUMBER (P5L),OK �ARALLAM" 6Y TRUS JOlST
FR/�MING. WSULAttON. MECHMIlCf�L, E7G. SUT . 2_Sl16^WIDE: TJ!/360JOJST. MnGWLLAM.OR EQUAL.
NO 7HlCK5ET STONE IXCEPC/tS NO7ED BELONl. ALTfRiVATE GLUCAM COLUMNS: MAY BE
2. lOUlSIAfVA►PACIFIG:
THICKSET STONE: 25 PSF DEAD LOAD HAS �Z_��,.�DE:LPt-32 SER/ES. 5f1B57t1U1�D IF �QUAL OK GREI�FER CRO55-
BEEN ADDED FOR TH(CKSET STONE FLOOK SEGTION�5 USED.SHALL BE 90U7HERN YELLOW
FINISH PLUS 6ROUT (MAbMt1M 25" 7HIGK 3.BOISE-CASCADE: PfNE (GOMBINATION�4B), OR BETfER,AS SUP-
OYERALL) /1T nLl MAIN LEVEL FLOOR FP,AMIN6. . Z-St6"WIDE:BG/JOlST6G�OSEt21ES. PLIED BY 57RUGTUKAL NAxDCOlPP.OR EQl1AL.
CONTAGT ENC'iMEER IF 07HERWISE
t ROOFs: 6NOW LOAD: 35 PSF LAMINATED VENEER LUMBER ftVL) SPECIAL POST LOADS:
DEAD LOAD: 17 P5F
T1LE NONE ALLOWABLE DfSIGN STRESSES: 2600FS 1.9E C�NIRACfOR IS RESPOtJSIBLE FOR SUPPORT OF
2. FLAT R�OF• SNOW LOAD: 60 PSF OR BETFER. ANY PQST LOADS NOT FLlLLY DETAILED ON
DFJ�D LOl�D: 20 P5F MULTtPLE PLY BEAMS: FAS7EN TOGETHER PER DRnNANG. ENGtNEER MAY BE CONT/1CiED FOR
Bl�LLn57 NONE MANUFACTURER'5 REQUIRE►viENTS. A5Sf57�NCE.
3.FLOORS: LNE LOAD: 40 P5F WEATNER PROTECTION: IT IS REGOMMENDED 4200# = P057 BEAKING LOAD IN POUNDS.THIS
DEAD LOAD: 15 PSF FHAT ALL LVL MATEKUIL RECEIYE n F/�CTORY MAft1C AFPEHRS nT SOME LOGATIONB
THICKSET STONE:NONE. ltPPUED KESIN-IMPREGPUITED OVERLAY: W.1TER- M�NERE SPECIAL AT7ENTfON TO PROPER
4. STONE FLOORS:l NE LOAD: •i0 P5F SHED BY TRUS J015T MI1CI�AILLAN QR SIMILAR. POSt SUPPORT MAY BE REQUIRED.
DEAD IAAD: 15 P5F
T}iICKSEf S70NE:25 P5F DIMENSIONAI LUMBER: EXISTlNG ROOF:
BUILDING CODES: sHn�ae s2 srrtucE-nNe-FtR ort eerrert. �� �� �� f5 FRAMED OVER F�l1511NG
ROOF, CONTRP.CTOR SHl�LL VERtFY THAT EXIS-
D(CEPT101V: WALL STt1D5 MNY BE CONSTRl1C- nµG RppF STRUCTURE CAFt SUPPORT THE NEW
ALL CANSIKUCTiON TO 6E IN ACCARDANGE W1TH TION 6RADE SPF OR BE17ER. 5EE AL50 NOTES LOAD. ENGINEER MAY BE CONTACFED FOR
STRUCfURAI REQUIREMENTS OF APPLIC/1BlE ON POSTS de BEARtN�i WALLS. A55t5TANCE.
NATIONAL.STATE.AND LOCAL CODES.
STAtVDARD OF CARE: MINIMUM BEAM BEARING: MOISFIJRE EXPOSED WOOD:
BEAR FULL MADTN OF BEAM Oht FULL WIDTH & ALL STRUCTURAL WOOD MEMBERS EXPOSED 70
ENGINEERING SERYlCES SHALL BE IN AGGORD ���7H pF ppgT,�pLUMN OK STUD WAlL EXfER10K OR tNTERIQR M015Tl1RE CONDlT10N5.
W1TH THE ABOYE QUALtTY STANDnRDS. PRAC- �CEP'FION:5EE HOTE ON LUMBER HEADERS. WCLUDING ?Q5T5, GOLUMNS. BEAI�fS OR WALL
710ED WI7H THE LEVEL OF CARE AND SKILL P�qtES IN DIKECT CON7ACT 1MTH CONCRETE OR
OKDINARILY EXERGIZED BY REPt1TA6lE ENGh ���L BEAM CONNECTIONS: COFfTW�LTOR
NEERS UNDER SIMtLAR GONDtT10N5 IN 7HE tS RESPONSIBLE FOR ALL BEAM CONNECTIONS �ASONKI', SNALL BE iKEATED �!2 SOUTHERN
SAME LOCALl1Y. N(3 GUARMITEE OR WARRANTY. NOT FULLY DETAILED ON DRAIMNG. ENGfNEER �NE
EXPRE55 OK IMPLIED.IS MADE. MAY BE CONTAGTED FOR A5515TANCE STEEL CQNNECTORS FOR TREATED WOOD:
1150� kNDiCtiFES SPECIAL BEAM CONNEGTION AL!STEEL MAiLS,BOLTS.HnN6ER5.ETC. SHALL
DESIGN RESPOIVSIBILtTY: LOAD IN POUNDS_ TttlS MARK APPEARS 8�APPROVED BY MANUFACTURER FO(Z U5E VJITH
A7 SOME LOCAT[ONS WHEKE NON- �ENfC-FREE PRESEKVATIVE TRFATED WOCD.
STRUCTURAL ENGINEER: KESPON5IBLE FOK STANDARD BF1�M HANrEK OK SPECIAL
DESIGN OF "PKIMAKY" STRUG7URE 1"0 EXTENT 8���µ�Y gE R�1�t1EREv. EXISTING BEARlNG WAlLS:
SHOWN ON DRANANGS, SUCH A5 BEAMS P.ND
GOLUMNS.FouNDnnow w�u.s 6 FOO�rtrtGs. LUMBER HEADERS: ��� TO DEMOUTION, YERIFY THAT ANY F�QST-
ING WAtLS TO BE REMOVED AKE NONLOADf3EAR-
CONTRACTO[: RESPON51Bf.E FOR nLL OtHER ING.tF Q7F+EfZWISE,CONTACT ENGfNEER
STRUCTUKE, EXCEPT h5 SFEqFIED ON DRAW- SHALL BE#2 SPRUCE-PINE-FfR OR BEilER
INGS, SUGN GONNEGTORS. SLhBS-ON�GR/1DE:
�
I I
�INcheck COlAPLIANCE REPORT � �
�Ainnesota Energy Code � Permit # �
MNcheck Software Version 3.D � (
� �
� Checked by/Date �
� �
COUNTY: Hennepin
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
DATE: 9-27-2007
DATE OF PLANS: 9/26/07
TITLE: Healy Residence Addition
COMPLiANCE: PASSES
Required UA = 124
Your Home = 122
1 .4� Better Than Code
Area or Cavity Cont. Glazing/Door
Perimeter R-Value R-Value U-Value UA
-------------------------------------------------------------------------------
CEILINGS 733 44.0 44.0 9
WALLS: Wood Frame, 16" O.C. 602 19.0 4.0 31
WALLS: Concrete, Interior Insulation 60 7.5 0.0 8
�SkIT: eonc. T.7' ht/6.7' bg/6.0' insul 196 17.0 0.0 11
GLAZING: Windows or poors, Above Grade 143 0.350 50
DOORS 41 0.320 93
-------------------------------------------------------------------------------
COMPLIANCE STATEM�NT: The proposed building design deseribed 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 re uirements of the Minnesota Energy Code.
Builder/Designer Date �� �
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White Copyll�spector's Fil Canary CopylSite Notice
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G� [ TIM E �
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Call for the next inspection 24 hours in advance. �95Z� 249-46QQ
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Inspector. l
White Copyllnspector's File Canary CopylSite Notice
�; �� TIME
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CERTIFICATE OF SURVEY FOR
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HENNEPIN COUNTY, MINNESOTA
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L�GAL DESCRIPTION 0� PRE111SI5 SURVEY�D:
Lot 1 Block �, �<�LL.Y GREEN n !v
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o : denotes iron marker
This survev inLe�ds to sho�+ E��e boundaries of the above
described Vroperty and the location of an existir.g house
tiiereon. ?t does not purport to show any other improvements
or encroactiments.
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Slark ti Gronh.r�;biinnesot�Lurn�c\umtx�r I'_'» 93-490
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