HomeMy WebLinkAbout2009-00518 (roofing) ,
, ' • CITY OF ORONO PERMIT NO.: 2009-00518
2750 KELLEY PARKWAY
ORONO, MN 55356- DATE IssuEn: 08/24/2009
952 249-4600 FAX: 952 249-4616
ADDRESS : 3640 BAYSIDE RD
PIN : OS-117-23-21-0011
LEGAL DESC : RIEDEL CO STUBBS BAY ADDN
: LOT 001 BLOCK 001
PERMIT TYPE : MINOR ALTERAT[ONS
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : ROOFING-ASPHALT
VALUATION : $ 25,000.00
NOTE: HOUSE REROOF AND NEW TRUSSES ON BLOCK WALL GARAGE
APPLICANT pERMIT FEE SCHEDULE 413.00
REID CONSTRUCTION STATE SURCHARGE(VALUATION) 12.50
7612 450TH ST.
HARRIS, MN 55032- MISC FEE 0.00
(651)216-4233 TOTAL 425.50
Minnesota State License#: 20392736
OWNER
OLSON, HERBERT&JANE
3640 BAYSIDE RD
LONG LAKE, MN 55356-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
[hc approved plans and specifications,applicable City approvals,and [he
S[ate Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at an for due cause.
�' /�-2�� �iz�� la � l l
Applicant Permitee Signature Date Issued B ignature ate
SEPARATE PERMITS REQUIRED FOR WORK OTHE THAN DESCRIBED AB V .
' � � City of Orono
Building Permit Application for Internal Work
- (windows, doors, siding, re-roof, etc.)
�
Mailing Address: Permit number:
�v 0,� �� PO Box 66
'Q ;,` 0 `1 Crystal Bay, MN 55323-0066 Date received:
�ili�a ����s-r;w. �,�,I StreetAddress: Received by:
�'�n��+ '"���, ���'/ 2750 Kelley Parkway Plan review fee:
`�gE�Ho�/ Orono, MN 55356
� Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: ��- , !1 �(
Will this be a Parade of Homes, Remodele Showcase Home or other Display Home? ❑ Yes No
lf yes, a specia/event permit is required with Police Department and City Counci/approval 60 days prior to the event. Shuttle bus service will be
required unless appficant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: �e , c� i'�rrS�,�,1� �� �� � �
State License# �7 p"���7"� �G Expiration Date: 3 - 3 t - ZD f C+ i
Phone: 6 S/ -2/6 •-�j 2 3�3 (office) � ,M � (cell)
Mailing Address: " c t 4 � Cit : �!,` � ZIP: $�S C' Z
Contact Person: r � � ` Applicant is� ontractor Homeowner (Circle One)
Email and/or Fax:
PROPERTY OWNER INFORMATION: `'
Name: � c r b �` .}- O � 5 0•'�
Phone (day): C i Z - ��q - �'j S�
Address: 3ts � a ��_ �� 3� � e �-� CitY� � r O(� d ZIP� � �3 5 �
Email and/or Fax '
�
PROJECT INFORMATION:
�
Type of Project: Any earth movement may require
MCWD review&permits
❑ Door(s) ❑ Remodel ❑Water Damage
Minnehaha Creek Watershed District(MCWD)
❑Window(s) �1 Repair �Storm Damage �c � 18202 Minnetonka Blvd
� ��`c� Deephaven, MN 55391
❑ Siding ❑ Restoration ❑ Other: (specify) Phone: 952-471-0590
�31eck w�-�� L—u�� Fax: 952-471-0682
Re-roof ❑ Fire Damage n e v.� 1'r ��S c S www.minnehahacreek.orq
Overall Project Description:
Estimated Construction Valuation of Project(excluding land) � �5 GDU,o cl
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they
are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative
but to reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the
data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our
purpose and intended use of this information is to annually update our records and records of other governmental agencies
re uired b law. If ou refuse to su I the information,the a lication ma not be issued.
�'
Applicant's Signature: �- Date: �"' 2�'j �- � !
Last Updated: 05-04-2009
V1►�rk Ordef: C94241 Customer: LAMPERTS N BRANCH Truss ID: A Qt : 13 Desc: COMMON
eaG � x-r:oC REAcx SIze REQ�� TC 2x4 3PF #1/#2-CAN Daeigned Der ANSI/TPI 1-2002 UPLIFT REACTION(S) :
1 0- z-12 1710 5.50'• 2.68^ BC 2x4 SPF #1/#2-CAN Thie design does not account for long teLm SupDort Main Wind Non-Wind
2 25- 9- 4 1710 5.50^ 2.68^ wEB 2x3 SPF #3-CAN time deDendent loading (craeD)• Building 1 -174 lb
HRO REQUIftEMENTB 9hown are based ONLY Lumber shear allowablea ar6 peZ' NDS. DB6ign0r IRuet. dCC011Ilt £Oi t1118. 2 -174 Zb
on the truss material at each bearing THIS DESIGN 25 THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheet for This trusa i8 designed u8ing the
MULTIPLE LOAD CASES. MaXimum Rotational Toler6nCe u6ed ASCE7-OS Wind SyeCifiCation
TC sOxCE ax[. BND CSx Loaded for 10 PSF non-concurrent HCLL. IRC/IBC trusa Dlate valuea are based on Bldg Enclosed = Yea, Importance Factor = 1.00
1-2 -3338 0.24 0.65 0.89
teating and aDproval as reQuired by ZBC 1703 Truse Location = Not End Zone
2-3 -2909 O.il 0.66 0.77 and ANSI/TPI and are reDorted in available Hurricane/Ocean Line = No , Exy Category = C
3-4 -2909 0.11 0.66 0.77 doCumentB a9 ER-1607 8nd ESR-1118. Bldg Length = 80.00 ft, Bldg Width = 40.00 ft
a-5 -3338 0.24 0.65 0.89 Mean roof height = 12.33 £t, myh = 90
A8CE7 II Standard Occupancy, Dead Load = 12.0 Daf
ac eoxCE ax[, aND Csx Deaigned as Main Wind Force Reaiating Syatem
6-7 3093 0.69 0.25 0.94 - Low-L'i8e and ComponBnte 8nd Cladding
7-8 2069 0.22 0.48 0.70 Tributary Area = 52 sqft
8-9 2069 0.22 0.48 0.70
9-10 3093 0.69 0.25 0.94
WEB FORCE CSI WEB FORCE CSI
2-7 -614 0.25 3-9 868 0.54
3-7 868 0.54 4-9 -614 0.25
MA7C DEFLECTION (eDan) :
L/999 MEM 8-9 (LZVE) LC 1
L= -0.24" D= -0.17" T= -0.42"
____= Joint Locationa =____
1 0- 0- 0 6 0- 0- 0
2 6-10-14 7 8-11- 4
6-10-14 6-1-2 6-1-2 6-10-14 3 13- o- 0 8 12- 0- 0
� � � 4 19- 1- 2 9 17- 0-12
6-10-14 13-0-0 19-1-2 26-0-0 5 26- 0- 0 10 26- p- 0
13-0-0 13-0-0
1 2 3 4 5
4.0�p _4�0 I
T 5X5
1.5X4 1.SX4 T
4-7-15
� 5-3-11
6X6 6X6 �SHIP
_ _
0-3-15 4X4 S=4X6 4X4 0-3-1
B1 62
�z°�0 � -2�"o �
26-0-0
6 � 8 9 10
8-11-4 8-1-8 8-11-4
8-11-4 17-0-12 26-0-0
8/19/2009
All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:5132"=1'
AUTOMATED WARN ING Read all notes on this sheet and give a copy of it to the Erecting Contractor. �ob Name:Reio zsxza
Thls design is for an individual builtling component not truss system. It has been basetl on specifications provlded by the component manufacturer Chk:
B U I LDI N G and done in accordance with the current versions of TPI and AFPA tlesign standartls. No responslbility is assumetl tor dimenslonal accuracy. Dimensions
are to be verifled by the component manutac[urer and/or builtling tlesigner prior to fabrlca[ion. 7he building designer must ascertain that the loads DBgnr: RJT
COM PON ENTS utilizetl on this design meet or exceed the loading imposetl by Ihe local buildinp cotle and the particular application.The design assumes that[he top chord TC Live 35.00 pef DurFaca L=1.15 P=1.15
is laterally 6raced by[he wof or Floor sheathing and Ihe bottom chord Is lataralty braced by a rigid sheathing material directly attached, unless o[herwise
noled. Bracing shown is for lateral support of components members onty to retluce 6uckling langth. Thls component shall not be placetl In any TC Dead 10.00 Daf ReD Nmr Bnd 1.15
1111 STH STREET emlronment that will cause the moisture content of the wootl[o exceed 19%and/or cause connector plate corrosion. Fabricate,hantlle,install BC L1v9 0.00 Daf O.C.SDBCing 2- 0- 0
CHETEK WI 54728 and braca ihis truss in accordance wi[h[he(ollowing stantlards:'Joint and Cutting Detail Reports'available as output from Truswal software,
PHON�• 800 rJL4�9990 �AN51lTPI 1','WTCA 1'-Wood Truss Councll of Amarica Standard Deslgn Responsibilities,'BUILDING COMPONENT SAFETV INFORMATION'- HC Dead 10.00 pef Deeign SDeC IRC-2006
• � � (BCSI)and'BC51 SUMMARY SHEETS'hy V✓TCA and TPI.The Truss Plate Instltute(TPI)is located at 218 N.Lee S[reet Suite 312,
FAX: (715)924-2585 Alexandria,VA 22314, The American Fo�eS�and Paper Association(AFPA)Is loca�ed at 1111 19[h 5[reet,NW,5[e 800,Washing[on,DC 20036. TOTAL 55.00 p9f 30gn T6.5.7 - 102356
Wc�'c Order: C94241 Customer: LAMPERTS N BRANCH Truss ID: B Qt : 1 Desc: DTC GABLE
'�, • TC 2x4 SPF #1/#2-CAN Designed per ANSZ/TPI 1-2002 Thia truas ia deeigned ueinq tha
� BC 2x4 SPF #1/#2-CAN This design does not account for long term ASCE7-OS Wind SDecification
DG SLIDER 2x4 SPF #1/#2-CAN time deDendent loading (creep). Building Bldg Enclosed = Yes, Importance Factor = 1.00
GBL HLK 2x3 SPF #3-CAN Deeigner muat account for thia. Trusa Location = End Zone
THIS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheet Eor Hurricane/Ocean Line = No , Exy Category = C
MULTIPLE LOAD CASES. Maximum Rotational Tolerance vaed Bldg Length = 60.00 ft, Bldg Width = 40.00 £t
Loaded for SO PSF non-concurrent BCLL. IAC/rBC tzvsa Dlate valuea are based on Mean roof height = 12.18 ft, mph = 90
Gable verticala are 2x 3 web material syaced teating and aDDroval as required by IBC 1703 ASCE7 II Standard Occuyancy, Dead Load = 12.0 Dgf
at 16.0 " o.c. unlesa noted otherwise. and ANSZ/TPI and are reDorted in available Deaigned ae Main Wind Force Resieting Syetem
Top chord auDDorts �4.0 ^ of uniform load documente as ER-1607 and ESR-1118. - Low-riae and Co�onenta and Cladding
at 35 D8f live load and 10 D8f dead load. Tributary Area = 52 aqft
Additional deaign conaiderations may be
reQuired if eheathing is attached.
Brace gable etuds in accordance with
Truawal Systems standard gable bracing
details and charts.
This truse requires adequate sheathing, as
deaigned by others, aDylied to the trusa
face Droviding lateral euDDort for webs in
the truse Dlana and creating ehear wall
action to reaist diaphragm loads.
Attach secondary top chord (if shown) with
rotated tie platea in addition to the
----= Joint Locatione =----
heel Dlating ahown. The secondary top ----
1 0- 0- 0 19 3- 8- 0
chord may be notched for outlookera, 1.5" 2 3- 8- 0 20 5- 0- 0
deep max. DO NOT NOTCH WITHIN THE PLATED 3 5- 0- 0 21 6- 4- 0
HEEL AREA OR IN ANY AREA MARICE B )! 4 6- 4- 0 22 7- 8- 0
5 7- 8- 0 23 9- 0- 0
3$� � � � � � � � � � � � � � � � � �p 6 9- 0- 0 24 10- 4- 0
3-8-0 c� m � 8 11- 8- 0 26 12- 0- 0
9 13- 0- 0 27 13- 0- 0
13-0-0 � 13-0-0 i 10 14- 4- 0 28 14- 4- 0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 li 15- e- 0 29 15- 8- o
12 17- 0- 0 30 17- 0- 0
13 18- 4- 0 31 18- 4- 0
4.0� -4.00 14 19- 8- 0 32 19- 8- 0
15 21- 0- 0 33 21- 0- 0
R3X4 16 22- 4- 0 34 22- 4- 0
T T 17 26- 0- 0 35 26- 0- 0
I18 �_ �_ �
4-4-4
� 3X4 3X4 5-0-0
3X4 q SHIP
S =
03-15 S=4X4 03-1
4 2 3 3X4 3X4
.2��0 I "2 0_0 i
26-0-0
� i
18 '19 20 21 22 23 24 2E6 27 28 29 30 31 32 33 34 35
3-$�°� �l �l �l 1 �l l��l 1 �l 1 �11 �l l� ml�
3-8-0 q '�P � � V � � Y � � � � � � fJ �h i2
TYPICAL PLATE:1.5X4 8/19/2009
OVER CONTINUOUS SUPPORT
All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:5132"=1'
AUTOMATED WARN I N G Read all notes on this sheet and give a cupy of it to the Erecting Contractor. �ob Name:Rei�zsxzs
This design is tor an individual building component no[[russ sys[em. It has been basetl on specifications provided by[he component manutac[urer Chk:
BU I LDI N G and done in accordance with the current versions o(TPI and AFPA design standards. No responsibility is assumed for dimensional accuiacy. Dimensions
are to be verified by the component manufacturer and/or building designer prior to fabrication.7ha building designer must ascertain that the loads Dagnr: RJT
COM PON E NTS utilized on this design meal or e.ceed the loading imposatl by the local builtling rotle antl the particular application.The tlesign assumes that the top cho�d TC Live 35.00 Def DurFace L=1.15 P=1.15
is laterally braced by the root or floor sheathing and the hottom chord Is lalerally bracetl by a rlgid shea[hing matarial tlirec[ly attached, unless otherwise
' noted. Bracing shown Is for lateral support of components members only to�etluce buckling length.This component shall not be placed In any TC Dead 10.00 Def ReD �r Bnd 1.15
1111 8TH STREET environment that will cause the moisture content of the wood to exceed 19%andlor cause connector plate corrosion. Fabricate,handle,install BC Live 0.00 Dsf O.C.SDacing 2- 0- 0
C HETEK WI 54728 and brace this iruss in accordance with[he(ollowing standards:'Joint and Cutting Detail Reports'available as output from Truswal software,
� 'AN51/TP11','WTCA1'-WoodTrussCouncilo(Ame�ica5tandardDesignResponsibilities,'BUILDINGCOMPONENTSAFE7YINFORMATION'- BC Dead 10.00 paf Deeign Spec IRC-2006
PHON�: (800) 524-9990 (gCSI)antl'BCSI SUMMARY SHEETS'by WTCA and TPI.The Truss Plale Inslitu[e(TPI)is located at 218 N.Lee Street Suite 312,
FAX: (715)924-2585 Alexantlria,VA 22314.The American Forest and Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAI. 55.00 p8f Seqn T6.5.7 - 102357
, . ,
. _ _ __ ----
,��j_�_� ___�2 �� C I I�I C
I HIS Ii\�F❑RMATT�iN HAS ����A� PR�VIDE� ��R .
r
� Lr E��E�'��CE �'��Y, TH- BU�-��i��:� L�S�G�ti�LR IS
RESP'��'�iS�BLE �-�R ANA!YZIN� Ai\'D SP`Cl�Y1Ni. !
CC�`�Pi r i` �E���'o,i\�L�'�iT BPAC��v� S'r'S i��
:� �IN i i ;'�' U �� US � L i '- ,� P: � ���✓ E � � R � CiN �
� CC����71i�lU�US !ATERAL BRPC�NG
I
�
�
C❑NTINUOUS LATERAL BRACING CAN �NLY BE APPLIED IF THERE ARE AT
LEAST THREE SIMILARLY CON�IGURED TRUSSES IN A R�W AT 6' �,C, �R
LESS �THERWISE, EACH WEB MUST BE REINFDRCED INDIVIDUALLY.
N ❑ N - C ❑ NTINU ❑ US BRP� CIN �
� SEE CHART BEL�W
BRACIfVG F�R TRUSSES THAT DO NOT HAVE THP.EE SIMiLARLY
C�NFIGURED TRUSSES iN A R�W A7 6' �.C. ❑R LESS. EACH WEB MUST
EE RE?N��,2CED IND:ViDUALLY. SEE BELOW
i7W Bl}lLDfNG C0144POAlENTS GRO[JP(TRUSWAL}
A-,d5 NoRhpark Dr_Suit¢ 102
Co(aSprgs,CO SQ�67
d�ar C�sto;-rer
A tn.�ss web rr3m�r that requires la.�a! braar�may t� �r�csd ;��s;ng a ix4 0.;�4`7-
�i���. �hi5�C£'iil8ic`ftal R1L�Si b8 a St1'k14`�L1T31 9��e {Sl�;��fd,ShJd,.rr3��"*�, 4C�1}.
Fiease re`erto(i"X03087(��1-00� r�vi)fc9 a�i�ior�aCv.�b �te,'af bra�ing informa�'on_
i :�cre�y �cr�iEy ihz� thi� plan� s�eci-
fic.c:o;t, or rcport w�s prcpsrcd by rnC
or under n�y ciircci up�rv;s}an acd thai
c.v,'�;aGer,r�= I ar� a d;�ly Rcgist�d Ps���es�io�al
�r�g+�ccf :�r:dcr th Iaw��tht Stata
of �r�ic�n�sots. /�
B�te 3° _ cgistratiaq Ha. �033� .
f� � .n�' DAT TIME �
/
CITY OF ORONO CALLED IN �
INSPECTION NOTICE �J SCHEDULED �`��� ,��
PERMIT NO.d����f`�5`I C MPLETED
ADDRESS �
OWNER C TR. � '
TELEPHONE NO ��G � � � - �l� " 7`�
� DESCRIPTION DD � �� %� j�
� ❑ FOOTING ❑ MEC A AL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS
y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
J ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
? ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
� NER/ NTRACTOR TO MEET YO _YES�NO
� COMMENTS: ��- � � I �
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GW ❑WORK SATISFACTORY:PROCEED PROJECT COMPLETE
� ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CA�L FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 tor the next inspection 24 hours in advance. (J52� 249-4600
OwnerlContractor on site-
i
Inspector. o,t �/ a
White Copyllnspector's File Canary Copy/Site Notice