HomeMy WebLinkAbout2009-00243 - change flat roof on detached garage CITY OF ORONO PERMIT NO.: 2009-00243
` 2750 KELLEY PARKWAY
' ORONO, MN 55356- DATE ISSUEu: OS/2U2009
952 249-4600 FAX: 952 249-4616
ADDRESS : 1240 GARDEN CT
PIN : 07-117-23-32-0046
LEGAL DESC : TONKAVIEW GARDENS
: LOT 071 BLOCK 000
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : GARAGE- DETACHED
ACTIVITY : 438-ADDNS OF RES GARAGES&CARPORTS
VALUATION : $ 7,000.00
NOTE: SEPERATE PERMITS REQUIRED:ELECTRICAL(STATE)
CHANGE FLAT ROOF ON DETACHED GARAGE
APPLICANT PERMIT FEE SCHEDULE 147.50
TRONGARD, DEAN & SUSAN PLAN REVIEW 95.88
1240 GARDEN CT
MOUND, MN 55364- STATE SURCHARGE(VALUAT[ON) 3.50
TOTAL 246.88
OWNER
TRONGARD, DEAN & SUSAN
1240 GARDEN CT
MOUND, MN 55364-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,appiicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is no[
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of l80 days at any time atter work has commenced.
The appiicant is responsible for assuring all required inspections are
requested in conformance wi[h the State Building Code.This permit may be ,
rev„oked at any tim�r_du^e caase. ;� �� �� — �
;;��i CZv� I Yd l� G�{�" s � � � (�-, ��f`'� �'� � / � �
� / � �:��
�pplicant Permitee Signa re Date � Issued By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
��,��
� City of Orono �"
��.�����r�� �Qr���; �������t.��+�
for New Structures or Additians
-_ _ _
Maitinc�Address- •�
"'�y� P��OX� �'C 1?t!i� Ilt!!IIfIC'!: v(���(,� (.,
/;� � -�V
�����` Ctystal 8ay, MN 553�3-t� Date received: ��Z.p f U�
� � :�,
�� �' '�I Received by� � �
,� �� ��� �,;, Street Rti�f�ess:'
��,�;.��-�' !�,,�G�,- 2750 Kelley Paric��raY I'tan revie�✓r tee: --'�
����'��'Esia��`-�. Otono, MN 55355 - -
_...- Tot�! Fr,r,: 9�// p�
Main: 952-249-4600 Fax: J52-249-4616 !,�`l(�,�0
_ __---- _ - __ __—_ __. _ -._ _.
This applic.�tion f�rm must t�e c.om�teted in full and atl rec�uired inform�si�n m«st hP suhmitted.
incomplete applications wiil be retumed. (P/ease print)
GENERAL INFORMATlON: �
Job �i#e Address: �Z�17 �<�.f�z•r� �b r� � ���� Qt'-���� V���_
Wili this be a Narade of Homes, Hemodelers Showcase Home or other Uisplay Home'? (J Yes (X[No
ff yes a special ererrt�r�emiit is rec�uired witY�Poiice DepaRment and City Courrcif approvaf fi0 days prior to the event Shuttle bus service will be
/t;4JiiU"u Ulii�;u F:�j.ti�e:u/ei(ic.�li�v(�Sir�:iG�S S(1(i�uu(ii Oi�-:�iie>�a(riiiy is�vaiJuult. i�fuir-�ti�iiiitd�'ve>!ds i�'iii Iivi LB�sfiu�hr"tii.
CONTRACTOR/APPLICANT INFORMATION:
Name: �4�.t:� —�t�:�c,�c�C� _ --- - --
State License# -� �cpiration Uate: '�
Phone: ^\Z- $\Z- 1�\�� �o�} �1\Z-�,�Z-1�\� (�11}
Mailing Address: z v �x✓- � �s N _ �Ciiy. �.� {P: �S�(��
Gontact F'ersan: „�""�.���� /:p�E� nt is: Gar�tractar / I�amea•�rner �c�«ie.o�,e>
Email and/or Fax: � 5�- �.�-1Z _ <��<� d,� \ � �
� C�,-�r.:o.Zc� o.� ��ss����Q-_ �'�u__
PROPERTY U�NN�R 9NFORPAATiON:
Name: Sc�;rne.. c`;,� C'���.-�� _
Phone (day):
Address: City: ZIF':
�rnail and/or�ax
-- ----- -- --- _ __ _ _
ARCHITECT/ENGlNE�� lNFORM.'�TlON: .--._._._.__� --��
Name: �)��t�b.v..w�2- -- �v� D�vY�
Phone (day): (� S`- �S�— 3(�,\O ` \
Address: -a� � .,t o � �e�`�- C=ite�e.. City: S�"���v.� ZIP: SS (Z�
Emai! and/or Fax: �� �'S�_ 4,-7�a.�'
PROJECT INFORMATION:
1.Type of Project 2. Proposed Use 3. Sttucture Type 4. Sewage Disposal&
Water Supply
❑ New Construcbon ❑ �ir�yle�"ar�iily v✓itli ❑ f2Lsiuer�ce
❑Addition attached garage �Garage/Accessory Bldg. ❑ Public Sewer
❑Accessory Builc�ng � Single Family with Deck
❑ Relocatian ` detached garage LJ 4fficelCommeraak [J Private Sewer
�,Utt�er. (speciiy)�2-�c?.�c. .�rL (J tJiulG�le Fa�nily/Gondo ❑VJatePEouse
'�.,,� - ❑ Public ❑ Storage ❑ Public Water
""Any earth movement may require ❑Commercial ❑ Other(specify)
MCWD review,&permits. ❑ Inciustrial ❑ Private Well
Minneh2ha Cre�l:L�l�aterst��iJistric�(M(:1t1s�1) '�}Uthe�: (spec�fy}
18202 Minnetonka BNd , ���
Deephaven,MN 55391 `V
F�hone: �2-471-U5�
Far': 9G2�71 �8?
� www.minnehahacreek.orq ( _L_ __ -
Estimated Construction Valuation (excluding la�) ; � ,��
- 18 -
STRUCTURE INFORMATION:
! 1.Structure Dimensions 1.Structure Dimensions(continuedj 2.Type of Construction
' a. Length(ft.)= '��D Number oS t�ed►twrns = [l�VVoo�i/f-ram� S\��'� ra,�-
� �Masonr�---- \�'�` ��.rr"
b. Width (ft.)= �� __ Number of gara4}e stails: (1 Metai
Attached= _ _ (� �ole Bldg.
Areas in square feet vetached=_� L{ IC;�
❑On-site Prefab
c. Ba��Pment= ❑C)ff-ciTP PrPf�h
d. 1"�toiy -- S� �1 4ther(pte�e s�city}:.
e. 2"� StOry = �V
f. '/z Story = _
g. Total Area=
REQUIRED SUBMiTTALS:
Atl of the information must be submitted in order for your application to be processed:
Not
tnclosed Applicable
❑ C1 Fermit Application
❑ G I'iopuse:!LtuilcGng f'lans
❑ ❑ MN �tate Cner Code Calculations and Mechanical Cade 2e uiren��nts �orn�
�'l t�l S��rv� rnnetin��t1 rrq,�ireni�nts) --
D t7 Hardc�ver Calc�44ation(s)
- - - _ _
_ C1 D Septic. System Site Fval«atian Report
-- --_ .
❑ ❑ Access Permit
( ❑ � Q Wetland Buffer imptovement Plan
U � U �n�ineerec�F'lans#or Hetaining Wails 4 feet or above
----_. --- - -_ -----
L LJ ❑ F'fan Fteview F-ee
� LJ � L1 � Other _�
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required ar requested by the E3uilding Uepartment;
• Agrees to pay the City of Orono for engineering consuitant review costs in excess of 5500;
• Certifles that the information s�i�lieci is true and correc:t to the t�t nf hislher knowlacic�Q. The a��ficant rer,ognizes that they
are solely respansibie for submitting a camplete application being aware that upan failure to do so, the staff has no alternative
but to reject it until it is complete;
• Acknowledges the Escrow Agreement is completed and signed;
� S�rne or aA �f ti�c irtf:��rr.afi�ri th:�t yu� �re ��•��•cf tv prvvi:ic vr� tFtis a�>��!ica(i:��t is cfassificcf �s �t�te la��,� as eifF�er private or
confidential. Private data is information which generally cannot be given to the public but can�given to the subject of the data.
Confidential data is infoRnafion which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this informati is to annuatty upda our recor�s and records of other governmental agencies requir�d by law.
If you rcfuse to su�;�1Y the it�f rn�bun, tt�c��;�;�:�iw��� i���y r�ot�e i:�su�;d.
^
ApplicanYs Signature: '' Date: S�-��-Cj�
- 19-
CHECg OFF LIST FOR ISSUANCE OF PERMITS
' FOR OFFICE USE ONLY
ADDRESS OR LEGAL: j�� �� � ��r�� �G✓ �.�
PID:
DESCRIPTION OF Yi'ORK.• � ,���;;� �
- Ir r c < c�.-� ik , �c ��l c.�,-,�c �'/
ZONINGREijIEWBY.• �' DATEAPPROT�ED: G, �i �;C�
BUILDING RET�IEW BY.• DATEAPPROVED: S�-z� -v c�
FEES TO BE CHARGED: / Misc. Fees Calculated By:
PERMIT Yes r/ No
PLAN REVIEW Yes �/ No SEWER CONNECTION
STATE SURCHARGE Yes ✓ No N�ATER CONNECTION
IIVVESTIGATION FEE Yes No � PARK FEE
SAC Yes No� SITEINSPECTION
1Vumber of SAC Units OTHER (spec�)
ZONING CHECg LIST Zoning District: (_ � -. � '
Fire Department: Post Office:
School District.•
Lot Area; Sq.ft. • Acres ., l l7 Width
Depth
Survey Submitted: YeS_� No ���'��
Date of Survey: �
Proposed Setbacks: f�;G C�1�-1'G'��U (b C v v� �rCf S���l C�
Front(L�ef• ('�' �G�� Right Side:
Rear(Street): Left Side:
Adjacent Structures: Wetland:
i %
Building Height.� Def. Hgt. ;� peQk H� z ��} r
Lot Coverage:
Grading: Staff Approval Date: a�=��1!�- By. Counci!Approval Date:
Septic: Staff,4pproval Date: � J� By. ��-
Zoning File: # � � �'��'C Resolution: # ' c
1� � Resolution Date: Z � Cj
iC� �/�ftrrc'1 .� i��Gl�� -t�c.-,a�; �c��i��i�� � �
Shoreland District: � ~�`�"��z"� �� �G 5��� �ri /'7�ti';c �Z/r-f-,�, �;/��p���
MCNrD Permit.• i��
Avg. Setback: BluffSetback. —
Lot Coverage.•
Fxisting Pro osed
Hardcover: 0-75' p
�?C� �;����(� �s-zso�
2so-soo�
�00-1000'
Hardcover Variance Reguired.� 3es No
Date of Council.4pproval:
REMARKS(in house):
33
B UILDING REVIEW CHECg LIST
UBC: U CONSTRUCTIONTYPE: �
Sg Footage �Per Sg Ftg
Basement x =
Ist Floor x =
2nd Floor x —
Garage x =
x =
TOTAL
' tltl
Estimated Construction Value: $ 7.�n�
Inspections Required: Work Requiring Separate Permitr:
Site Plumbing Fire
Hardcover Removal Mechanical Water Connection
Foofing Septic Sewer Connection
�Framing Fireplace Lawn Irrigafion
Insulation (Masonry) Other
Wall Board (Mfg.) W'ell(State Permii)
____�_Fi»al Grading/Filling o< Electrical(State Permit)
Other
REMARKS(INHDUSE):
REitIEW BY OTHERS: DATE:
Access: Existing New
Access flpproval: Date By:
REMARPiS(TO BE NOTED ONPERMIT):
34
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BUILDIIdG �RD� T PLAiV kEVI�W
INS�ECTOi�_����
DATE_�•�.0`t �P:_;w�l7 t�'(},_
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a'' ^< <, u i sre
i';'��.I'�.`-��� r=�..F�i+!ScT ON 3tTE dT ALL TiM�S
!ob Name: Tron uard Truss ID: B Q : 2 Drw :
it� x-i.oC nSacx sZZE ttEQ'a TC 2x6 SPF C2GOOF2.OE Platee outside the truss perimeter are End verticals are designed for axial loads
1 0- 2-12 1578 5.SD'� 5.50�' SC 2x6 SPF C2400F2.OE designed for the location shown only (DO NOT only unless noted ott�erwisa.
2 23- 9- 4 1578 5.50�� 5.50" WEB 2x3 SPF STUD-CAN 21�VE!) and may be trimmed or folded. Estensions above or below tha truss profile
nG itgQvntana7xs sAown aze basod otn.Y 2x6 SPF C1650F1.SE 18-1, 19-�esigned per ANSI/TPI 1-2002 (if any) have been desiqnad for loads
n the truae raaterial at oach baaring 2xd SPF #1/N2-CAN 13-5, 5-141ating is based on quality control factora indicated only. Horizontal loads applied at
GBL BLK 2x3 SPF STUD-CAN Cq = 1.25 for wide face and the end of the extenaions have not been
Tc troxcs ua. srro csZ Tnis design does not account for long tarm Cq = 1.25 for narrow faca. considered unless shown. A drop-leg to an
1-2 -2221 0.01 0.06 0.07 time dependent loadinq (creep). Building Any alterations to this are ahown for otherwise unsupported wall may create a
2-3 -3905 0.05 0.06 0.11 Designer must account for this. individual jointa on the Joint Raport. hinge effect that requirea additional design
3-C -5150 0.08 0.27 0.35 THIS DESZGN IS TFiE COt�OSITE RESULT OF Refer to Joint QC Detail Sheet for consideration (by othere).
4-5 -4847 0.07 0.26 0.33 MULTIPLE IAAD CASE5. Maximum Rotational Tolerance used UPLIFT REACTION(S) :
5-6 -a847 0.07 0.26 0.33 Loaded for 10 PSF non-concurrent BCLL. IRC/IBC truas plata values are based on Support Main Wind Non-Wind
6-7 -5149 0.08 0.27 0.35 + + � + + + + + + + + + + + + + + + + + + + testing and approval as required by IBC 1703 1 -79 lb
7-8 -390a 0.05 0.06 O.il Unrestrained horiz. LL deflection = 0.69 " and ANSI/TPI and are reported in available 2 -79 lb
8-9 -2221 0.01 0.06 0.07 + + � + + + + t + + + + + + + + + � � + + + documents as ER-1607 and ESR-1118. HORIZONTAL REACTION(S) :
Gable vQrticals are 2x 3 web material spaced Permanent bracinq ia required (by othera) to support 1 245 lb
ac FOitCE AW. HND Csi at 16.0 " o.c. unless noted otherwise. prevent rotation/topplinq. See BCSI support 2 -2G5 lb
0-11 i34 0.02 0.01 0.02 Top chord supports 24.0 " of uniform load and ANSI/TPI 1. This truas is desiqned using the
1-12 2288 0.13 0.09 0.21 at 35 psf live load and 7 psf dead load. 20 paf bottoa chord live load NOT required ASCE7-OS Wind Specification
2-13 4055 0.22 0.09 0.30 Additional desiqn considerationa may be on this truas, per IBC/IRC requirements for Bldg Encloaed = Yee, Impoztance Factor = 1.00
3-1a 1792 0.10 0.16 O.YS required if sheathinq is attached. attics with limited storage. Truss Location = Not End Zone
4-15 4055 0.22 0.09 0.30 Hrace gable studs in accordance with Hurricane/Ocean Line = No , Exp Category = H
5-16 2288 0.13 0.09 0.21 Truswal Systems standard gable bracing Bldg Length = 99.99 ft, Bldg Width = 50.00 ft
6-17 �34 0.02 0.01 0.02 details and charta. Mean roof heiqht = 26.25 ft, mph = 90
This truss requires adequate ahaathingTTT as TTT � ASCE7 II Standard Occupancy, Dead Load = 10.2 psf
o7Es FOxca csi wEa F'oxca csz deai ped by oghera, app ' to the �$9 ,��,� �� � T� T� � � Designed as Main WiPd Force Aesiatinq gyatem
8-SO -1578 0.09 5-SC 3440 0.86 face rovidin lateral or w 1b in ,h ,}� � �p � � - Low-rise and Com onents and Claddin
0-1 -15�1 0.09 6-14 194 0.11 the truss plane and creatQ.pq ehear lb cfil d� r�i `.� rl� ., �I� �I� �i r�i Tributary Area = 53 aqft
1-]1 1652 0.99 7-14 787 0.47 action to resist diaphra4m loads. ----------LOAD CASE M1 DESIGN LOADS ---------------
2-11 -1165 0.37 7-15 -960 0.30 12-0-0 12-0-0 Dir L.Plf L.Loc R.Plf R.Loc LL/T
2-12 1189 0.72 8-35 1189 0.72 1 2 3 4 5 6 7 8 9 TC Vert 10a.00 - 1- 6- 0 104.00 0- 0- 0 0.6
3-12 -960 0.30 8-16 -1165 0.37 TC Vezt 89.00 0- 0- 0 89.00 2d- 0- 0 0.7
3-13 787 0.47 9-16 1652 0.99 10.0 -10.0 TC Vart 10a.00 24- 0- 0 104.00 25- 6- 0 0.6
4-13 191 0.11 19-17 -1578 0.12 BC Vert 25.00 0- 0- 0 25.00 24- 0- 0 0.0
5-13 3410 0.8a 17-9 -15<1 0.12
R7X70
MAX DEFI,ECTZON (apan) :
L/817 MEM 13-1d (LIVE) LC 1
L= -0.35" D= -0.23" T= -0.57
- Joint Locations =
3X5 3X5 1 0- 0- 0 11 3- 0- 0
14 10X1 2 3- 0- 0 12 6- 0- 0
�2_�.� 3 6- 0- 0 13 9- 5- 1
�Z-�-� 4 9- 5- 1 14 14- 6-15
3X6 3X6 SHIP 5 12- 0- o i5 18- o- o
3X5 3 6 14- 6-15 16 21- 0- 0
7-11-10 7 18- 0- 0 17 2d- 0- 0
3X10 3X10 8 21- o- 0 18 0- o- 0
9 24- 0- 0 19 2d- 0- 0
TZ�� SX8 �2�� io o- o- o
=.i
aa-s e o-a-s
3X8
10.00 10.00
0-� 0-�
1F¢_Q�� 5-11-9 � � 8-11-9 1�
10 17 72 13 B�� 14 15 16 17 �
TYPICAL PLATE:2X3 3'�'� „T,l� �,1°,' �'''s 15 �"�� �1� �T,l� 5/18/2009
411 connector plates are Truswal 20 ga.unless preceded by"W"for Wave 20 ga.,"HS"for HS 20�a.,"S"for SS 18 ga.from Alpine;or preceded
by"MX"for TWMX 20 ga.or"H"for 16 ga.from Truswal,positioned per Joint Detaii Reports avai able from Truswal soitware,unless noted. Scale:1/8"=1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. wgnt: zzs WORK ORDER:Q212008
V I L LA U M E 7hia dasign Is tor an InAlvldwl buildlnq component not truas system.N has been Wsad on spacMlcations providad by the component manufactunr Chk:. CUST:Buiider Akernatives
and done In accotdanee with tha curnnt venlons of TPI and AFPA dealyn ahndards.No reaponsiblllty Ia assumed for dimenalonal accuncy.Dim�naiona pS nr:MJK DUE DATE:05106t09
are to be verified by tha component manuhcturcr and/or buildiny dealqnar priorto Tabrkation.The building dasigner must asceRaln that tAe loads g
utflizad on lhis dssiyn m�et or axceed tM loadinp ImpoiW by the loeal buNdiny code and the particuAr application.The deslpn assumes that tM top chortl TC Live 35.00 psf DurFacs L=1.15 P��.�S
b latenity bnced Ey the roof or floor aheathiny and the bottom chord is INenNy bnced by a rlqid aMathing materlal dfnctly attached,unkss otherwisa
noted.Braclnq shown ia}or latenl aupport of componeMa members only to rcduce buckllny IenQth. This compoirnt aAall not be placed In any TC Dead 7.00 psf Defl.Ratio: 240
envlronment that vAN cause the moisture contant of the wood to excead 19%andlor causa connector p1aM corcoaion.Fabricate,Mntlk,Install BC Live 0.00 psf O.C,Spacing Z-0-�
2926`1 One 08k CifCle,St.Paul,MN 55121 and bnce thia truss In accordance with tM followinq shndards:'Joint and Cuqing Detall Reporta'availa6b as output from Truswal soMwars,
F,T 651-4543610 FAX;651-45d-4765 'ANSVTPI 7','WTCA 1'-Wood Truss Council 01 Amerlca Standartl Despn RaaponaiDilitles,'BUILDINO COMPONENT SAFETY INFORMATION�- BC Dead 10.00 psf Design Spec (Rr.-2006
(BCSI)and'BC31 SUMMARV SHEETS'Dy WTCA antl TPI.The Truas Plate Instftute�TP1)is locatad at 218 N.Lee Stre�t Suite 312,
Akxandrla,VA 22374. The Amarican Foreat and Pape�Assoeiatlon�AFPA)Is b��ted at 1111 19tA Stroet,NW,Sta 800,Wash{ngton,oc zooac. TOTAL 52.00 psf Seqn T6.5.9P- 26816
r
lob Name: Tron uard Truss ID: A Q : 12 Drw :
RG x-t.oC 7tEnC'r sizs xsQ�a TC 2x6 SPF C1650F1.SE Plates outside the truss perimeter are End verticala are deaigned for axial loada
1 0- 2-12 1060 5.50�� 5.50�� BC 2x6 SPF C2400F2.OE designed for the location aho�m only (DO NOT only unless noted otherwise.
2 23- 9- 4 1460 5.50�� 5.50�� WEB 2x3 SPF STUD-CAN MJVE!) and may ba trimmed or folded. Extensions above or below tha truss profile
ac RaQozn�t�7�s enovn aza basad otaLY 2x6 SPF C1650F1.SE 18-1, 19-9esiqned per ANSI/TPI 1-2002 (if any) havo been designed for loada
n tha truss matarial at oach boarinq 2xd SPF A1/M2-CAN 13-5, 5-li�latinq is based on quality control factors indicated only. Horizontal loads applied at
Tt�is deaiqn does not account for lonq term Cq = 1.25 for Wide face and the and of the extensions have not been
Tc Foxc� i�a¢. stm csi time dependent loading (creep). Building Cq = 1.25 for narrow faca. considered unless shown. A drop-leg to an
1-2 -2027 0.01 0.06 0.08 Deaiqner muat account for this. Any alterations to this are ahown for otl�erwise unsupported wall may create a
2-3 -3567 0.04 0.06 0.10 Refer to Joint QC Detail Sheet for individual joints on the Joint R�aport. hinge effect that requires additional desiqn
3-C -4731 0.08 0.27 0.35 Maximum Rotational Tolerance used THIS DESIGN IS THE COMEOSITE RESULT OF consideration (by others).
4-5 -4488 0.07 0.25 0.32 IRC/IBC truss plate valuas are based on MUI,TIPI.E LOAD CASES. UPLIFT REACTION(S) :
5-6 -�a89 0.07 0.25 0.32 teeting and approval as required by IBC 1703 Loaded for 10 PSF non-concurrent BCLL. Support Main Wind Non-Wind
6-7 -1732 0.08 0.27 0.35 and ANSI/TPI and are reported in available + + + + � + + + + + + + + + + + + + + + + + 1 -113 lb
7-8 -356'7 0.04 0.06 0.10 docwnents as ER-1607 and ESR-1118. Unr�etrained horiz. LL deflection = 0.72 " 2 -113 lb
B-9 -2027 0.01 0.06 0.08 HORIZONTAL REACTION(S) : + + + + + � + + + + + + + + + + + + + + + + This truss is deaigned using the
aupport 1 -245 lb 20 psf bottom chord live load NOT required ASCE7-OS Wind Specification
eC F'ottCE A7¢. stm CSi support 2 245 lb on this truss, per IBC/IRC requirements for Bldg Enclosad = Yas, Importance Factor = 1.00
0-11 429 0.02 0.01 0.02 attics Nith limited storaqe. Truss Location = Not End Zone
1-12 2086 0.30 0.08 0.18 Hurricane/Ocean Line = No , Exp Category = B
2-13 3702 0.18 0.08 0.26 Bldg Lenqth = 99.99 ft, Bldq Width = 50.00 ft
3-14 1635 0.08 0.12 0.21 Mean roof heiqht = 26.25 ft, mph = 90
4-15 3703 0.18 0.08 0.26 ASCE7 IZ StandBrd Occupancy, Dead Load = 10.2 psf
5-16 2086 0.10 0.08 0.18 Designed ae Main Wind ForCe Reaistinq System
6-17 029 0.02 0.01 0.02 - Low-rise and Components and Cladding
rvas F'oEtcE Csi wEa FoltCs cSi �T� �T� ��� ��� �T� ��� �T� Tributary Area = 48 sqft
8-SO -1460 o.i3 s-ia 32oz o.�s 3'�'� S� �
0-1 -1d25 0.13 6-14 150 0.08 3-0-0 (� � � � =+ �I� � �I'� MA7{ DEF'I.ECTZON (span) :
1-11 1507 0.91 7-1a 7C5 0.45 L/711 I�t 13-14 (LIVE) LC 1
2-11 -1075 0.34 7-15 -889 0.28 12-0-0 � 12-0-0 L= -0.40" D= -0.20" T= -0.60
2-12 1085 0.65 8-15 1086 0.65 �1 2 3 4 5 6 7 S 9�
3-12 -889 0.28 8-16 -1075 0.34 �
3-13 7d5 0.45 9-16 1508 0.91 10.0 -10.0 Joint Locations =_
4-13 150 0.08 19-1� -1�60 0.11 1 0- 0- 0 11 3- 0- 0
2 3- 0- 0 12 6- 0- 0
5-13 3202 0.79 17-9 -1�26 0.11 3 6- 0- 0 13 9- 5- 1
R7X10 4 9- 5- 1 14 14- 6-15
5 12- 0- 0 15 18- 0- 0
2X3 2X3 b ld- 6-15 16 21- 0- 0
7 18- 0- 0 17 24- 0- 0
8 21- 0- 0 18 0- 0- 0
9 24- 0- 0 19 24- 0- 0
3X5 3X5 10 0- 0- 0
14 10X1
12-1-7 12-7-7
3X6 3X6 SHIP
3X5 3
7-11-70
3X8 3X8
�Z_'_7 3X8 3 �2-1-7
0-4-9 g Qj 0-4-9
3X8
10.00 10.00
0-�8 0-�
1�, 8-11-9 � + 8-11-9 1�
�10 11 12 13 B�� 14 15 76 17 �
3�� �1� �1� 14� �l� �1� �l� 5/18/2009
411 connector plates are Truswal 20 ga.untess preceded by"W"for Wave 20 ga.,"HS"for HS 20 ga.,"S"for SS 18 ga.from Alpine;or preceded
by"MX"for TWMX 20 ga.or"H"for 16 ga.from Truswal,positioned per Joint Detail Reporta available from Truswai software,unless noted. Scale:1/8"=1'
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. wgnt: 2os WORK ORDER:Q212008
V I L LA U M E This desiyn Is for an indivldwl DuiWiny component not truss ayatem.N Ms been baaed on apacHicatlon�provlded by the component manWactunr Chk:. CUST:Builder Akernatives
and done In accordance with the�urroM wnlons of TPI and AFPA dasign ahndards.No naponaibllNy Ia asaumedlor Almenslonal accuracy.Dimensbna p8 nr•MJK DUE DATE:05f06/09
ara to ba wrlMd by the componant manufactu�er andlor hulltllny tlealpner prbr to fabrkation.The bulldlnp deaiqnar must ascartaln that the kada 9 '
Willzetl on this d�slpn meN or axceaA the badinq Impossd Ey tAe bcal bullding coda and t�e particul�r applic�tion.TM daslyn assumas tAat the top chotd TC Live 35.00 psf DurFacs L=1.15 P=1.15
b latenlly bncad by the rool or floor sheathiny and the boriom c�ord ia laterally bnc�d by a HpW sMathinp materlal dlrectly athcMtl,unMss otMrwha
notsd.Bnciny ahown ia Tor lahni support ot components memCen only to nduca buckling lonqth.Thb comporont s�all not Ee pheed In any TC�Edd 7.00 psf Defl.Ratlo: 240
- environment that will causm tha moisture content of the wood to exceed 19%andlor cauae conneetor plah cortosion.Fabrkate,h�ndle,inataY gC Uve �.00 PSi O.C.Spacing 2-0-0
29T�LOn6�ak ClfCle,SL Paul,MN 55721 '^d bnce this trus�In ucoMance with tM followlnp atrndards:'Jolnt and Cutting Detail Raporta'avallabk as output from Truswal aottwra,
PH;651�543610 FAX;651-454-4765 '�+NSVTPI t','WTCA 1'-Wood Trws Councll olAmarlca Standard Deslp�Rasponsibilltka,'BUILDING COMPONENT SAFETY INFORMATION'- BC DQafI 10.00 psf Design Spec �RC.-Z��s
• �BCSn antl'BC31 SUMMARY SHEETS'by WTCA and TPI.The Truss Piate InstMute(TPI)b located at 218 N.Lee Stroet SUNa J12,
Akxandria,VA 22314. 7he Amerlcan Fareat and Paper Assoclatbn(AFPA)b bcautl at 1171 19M Stmet,NW,s�e aoo,wasninp�on,oc 2oose. TOTAL 52.00 paf Seqn T6.5.9P- 26815
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LEGAL DESCRI � T � GN OF PREMISES SURUEYED : '
That part of �ots 6G and 70 1yi ng southwesterl y of a str� �
� n the ��esterly line o1" said Lot 69 v�hich poinl; is �� . 35af9ht
corner of said L� i 69 io the Southeast� rly corner of �ot 49 ; a
UIE'�1 GARDENS .
/ �,� D TE TIME �/
CI Y OF ORONO CALLED IN D
INSPECTION NOTICE SCHEDULED � `O:30
PERMIT N �D COMPLETED �—
A D D R ESS ��j �/ U/�u��/� L�i4)2/��
OWNER CONTR.
TELEPHONE NO. ��—ZS`�1���
� DESCRIPTION
�_ \ ��
� ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADIN /FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORENVETLANDS
y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
❑ TREE REMOVAL
Z�D. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ SEWER HOOK-UP ❑ PROGRESS
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
_ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
� NER/C NTRACTOH TO MEET Y _YES_NO
� COIVIMENTS:
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W� ❑WORKSATISFACTORY:PROCEED �i PROJECTCOMPLETE �
W ❑CORRECT WORK 8 PROCEED ❑�ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CdRRECT UNSAFE CONDITION WITHIN HOURS. � pH0T0 TAKEN
INSPECTOR WlLL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� 249-46QQ
OwnerlContractor on site:
Inspector. r�
White Copyllnspector's File Canary CopylSite Notice