The URL can be used to link to this page

Home My WebLink About2008-P12031 - addn/remodel/repair PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: p12031 Cry�tal Bay, Minnesota 55323 Permlt Type: Addition/Remodel/Repair (952) 249-4600 Date Issued: 5/6/2008 SITE ADDRESS: 475 Ferndale Rd N Unit# Wayzata,MN 55391 PID: 36-118-23-14-0012 DESCRIPTION: UBC Occupancy R3 Consriucrion Type VN Proposed Use: Residential Census Code 434 Permit Class: Building Addition/Remodel/Re air Permit Sub-type(s): Addn/RemodeURepair Permit Type: P DETAILS: Approved per resolution#: Separate permits required: Plumbing Electrical(state) NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 1,056.75 Valuation: $ 100,000.00 State Surcharge Fee: $ 50.00 � TOTAL FEE: $ 1,106.75 APPLICANT: Hossnpat Construction OWNER: Thomas&Laura Clapp 18105 -31 st Avenue N 475 Ferndale Rd N Plymouth, MN 55447 Wayzata MN 55391 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. ��j -____ �"/�-,��.-� ��C;e-!�t /�Y LICANT PERMI7'Gli S1GN [SSUED BY S[GNATURG � Copies: 1-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 Total Fee: $ Date Received: •� � Z�� Entered By: Permit#: ��1 , CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review wilt be started. (please print all information) ------------------------------------------------------------------------------------------------------------------------ THE APPLICANT IS: (circle one) OWNER O CONTRACTO JOBSITEADDRESS: �� _-'�j l,L!��/� C,�AG.L ZIP: Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ YeS �NO If yes, a special event permit is required with Police Department and Ciry Council appi•oval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates suff cient on-site parking is available. Non-permitted events will nol be allowed NAME OF OWNER:�o�=-b S'I�cLLy ��SIL--Y PHONE: (home) �7�''-��f `l• `�� `��' c:.t�% .{�C) `7�0 3 -�.2�s-`I� `t T MAILING ADDRESS: 1 �7 00 ��-� ��L ti ciTY: �(y��u7`v, ziP: ss�r�7 CONTRACTOR: ��psS�t/r�g� �- �•�SZ� PHONE: 7�� 7S � �B� � CONTACT PERSON: ..�G�K MOBILE/PAGER: C�l�� y�� l�l� MAILING ADDRESS: �� (o ��5� (�UL �-' CITY: �(�X��z.-�� ZIP: ss�� STATE LICENSE: # ��o O- �3 3� EXPIRATION DATE: m o..:-��, �� ARCHITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: NAME: REGISTRATION: # TYPE OF WORK: New Home Addition Accessory Structure � Move Home Remodel/Alteration (ie: Siding, Windows) Any earth movement may require MCWD review and permits! PROPOSED WORK(describe in detai�: , ('�, �i STORIES: SQ.FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DETACHED ESTIMATED CONSTRUCTION VALUATION (excluding land): $ ��Q�� .�� o�A-L. 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 ardinances and codes of the City and with the State Building Code;that I understand this is not a permit and wor is not to start without a permit;and that the work will be in accordance with the approved plan. APPLICANT'S�IGNATURE: llATE: IYi,4 y - �, - �� 31 Sec.13.04 RIGHTS OF SUBJECTS OF DATA � Subd. 1. 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 himself shall be informed of. (a)the purpose and intended use of the requested data within the collecting state agency,pol itical 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 private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The commissioner of revenue mav place the notice required under this subdivision in the individual income tax or property tax refund instructions mstead 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 classified as public,private or confidential. Upon his fuRher 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 of the content and meaning of that data. After 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 of the 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 certifying and compiling the copies. The responsible authority shall comply immediately,ifpossible,with any request made pursuant to this subdivision,or within five days of the date ofthe request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he 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 shall notify in w�iting the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days eithec (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipien[s named by the individual;or(b)notify the individual that he believes the data to be correct 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 authoriry 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 the 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 refusai 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 ri t under M.S. 13.04(available upon request)to review private data on yourself. 6. Your full name is eq �red to process this application or permit. First Middle Last Address City State Zip Phone I understand my rights as stated above. Sig ur Resct Form 32 CHECK OFF LIST FOR ISSUANCE OF PERMITS � FOR OFFICE USE ONLY ADDRESS OR LEGAL: y7 5 FG-72NOi9 w �v� PID: DESCRIPTION OF WORK: r�ti'c, ZONING REVIEW BY.• (/�- DATEAPPROTTED:��W��w`_ BUILDING REVIEW BY: DATEAPPROVED: .s�-6 -�v FEES TO BE CHARGED: Misc. Fees Calculated By: "�---"_________ PERMIT Yes�� No PLAN REVIEW Yes No c-� SEWER CONNECTION STATE SURCHARGE Yes � No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: �J Cc i-,�,,.. � -------"�___�_�__ Fire Department: Post Offce: School District: Lot A��ea: Sq.ft. Acres Width Depth Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Fronl(Lake): Right Side: � Rear(Street): Left Side: Adjacent Structures: W tland: Building Height: Def Hgt. P ak Hgt. Lot Cover�age: i � Grading: StaffApproval Date: B� Council Approval Date: �5�a...% Septic: StaffAppi-oval Dale: Fp!" ��([It.tJ S�ISkMBy: \ Zoning File: # Resolution: # Resolution Date: Shoreland District: CWD Permit: Avg. 5etback: Bluff Setback: Lot Coverage: Ezisting Proposed Hardcover: 0-7.i' 75-2.i0' 250-.i 00' 500-1000' Hardcover Y'ariance Required: 3 es No Date of Council App�-oval: REMARKS(in house): � 33 `� BUILDING REVIEW CHECK LIST UBC: R'� CONSTRUCTION TYPE: V� Sq Footage $Per Sg Ftg Basement x = 1 st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ �(.>�,Uv�� Inspections Required: Work Requiring Separate Permits: Site �Plumbing Fire Hardcover Removal Mechanical Water Connection Footing Septic Sewer Connection _�Framing Fireplace Lawn Irrigation 7 Insulation (Masonry) Other Wall Board (Mfg.) Well(State Permit) �Final Grading/Filling C Electrical(State Permit) Other REMARKS(INHDUSE): REVIEW BY OTHERS: DATE: Access: Fxisting New Access Approval.� Date By: REMARKS (TO BE NOTED ONPERMIT): 34 f � � SHELLY & JOE HOESLEY 475 FERNDALE Install new windows and doors throughout Re-do kitchen/new cabinets Update all bathrooms with new tile and fixtures Re-do master bath Add insulation to attic Make one window opening larger using 16" ML in kitchen Raise one window opening 9" in dinette Change foyer stair rail to comply with new codes �b'� �-}�c,�+ ��("�x s P,��,,,..5 New stone on fireplace in family room Change two bearing wall openings in interior of house Fix exterior brick where needed Paint entire house - interior and exterior Change some inside trim Fix truss cut by original builder for masonry flu- which we removed �T��.Y ��, t �� ►� 3 �J ,ti�� .v� � � �� ;`�'Y �!= �:�,�:•.>;� SPECIAL IV4TE ��li i.%i!'�ti t��:`�iil l�(��"� ,�i•� ;'rir E�;�`�''J I�1S�E'�T!'�N___-----�J�Qo lY�...----____. SEE ATTAC!-EED aHE"�T ep::c�s-�_-o�0�c'�:''"`�•S�T t•�c�..------- FC)� .C.o.f s�w:. r,�-�=u►sr �''�:': �=.�::;,:;!:,,a�s�.;. ,..�a ;"�.�� CL2L^�� ,��..'Cl.d3�E"s��iEP�I'a � � , ' _.�,,,...� r.;.,,..�-u.�;�„ � ;;,-.�.�r.T� P1 � �;�� J a': t� .,.. i� . .. . �� •---.._._._.__�_....___ _ ___----� -- —— ___._._.,__ � �i',i� ^.� , �:..'�'� . � �: _. . . _ ...,c'r _ - -- '�he � ,, i y a, ,: a ;c;r�s i ,�ri I [�� I!1 �: � -.i: r L'Y��rt a I 'J� Y k. � r -..1 I,l;v�@. ��Y�e.'O.s�l�ii.. 7�� R�:j_C7�R .�!:. t ._L: :.?�.t� . .:i y( ",. .!; .h�:��s..��t. �'�� 6��'�`"A.C�-:t� :��-i�ET N.�.Ei'�i H:5:�L:,i� ::;c:i�+� �a��:t,t'.�1�L T�?4"�5 F'U Ft��`�`'---._____ , �C3+."��. �a"��;.�:':.�:'�:_ti��'�~�_�:�'� ---�..--___.�_._.__.___. . A,- � f 'r'� �_� . is�� i�� PGWER TO PERFORM.` MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chestefield,MO 63017-5746 Re: 81454 � ,K �� „ s � The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Scherer Brothers Truss Divn. Pages or sheets covered by this seal: I13825317 thru 113825317 My license renewal date for the state of Minnesota is June 30,2008. I Hereby certdy that thia plan.cpea- fication,or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional Enqineer under 1 laws af tRe Slate af Minnesot � N .FOX DATE REG.NO 21980 Apri130,2008 Fox,Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particulaz building is the responsibility of the building designer,per ANSI/TPI-2002 Chapter 2. ' �� Apr 30 08 12:31 p Larson Specialiy Struct�r 651 429 6761 p2 � N�w?�.c� �� F � �LtC�9 13�a,-�'T��- �� , L.11l.r 'r'D 1 �,y, t°��y r � .� �r , / �� 1�.'�!' . � - s___ �� __�,_ 38_�• U � ---_-- ___ f T�►z�5s �o s� �- - � b ��d ws . Bde3" � . . • 2 R�ws �TYQ) ' ,�„�i: ga� �� . b- �.� 'r`�P � ��a „�� : - . 5/B 4 P�.-�w�n � ��- . �i�r�(�,% ` f3 0,� ��v�s � , � � T'`tPiCD�►..� � � �x� u�,� X � �� 3 p�..r,,,�, �axL n �!o� ��, � , � ,� �i >� �' N'a„1 �' `4 '¢ ''Z�.,_, ax-6 � Ra�►'s J � � . . j. � , . •� �j,�'�� `�,.� a'�tie ��i � � �• _, '�' . . . . . - ' • lc �� c( � .f �, . . . � �. � S' �•1 •' , � �l�AJs � �/�� O(.1/f ' f • CO ad�3 w . 1__V � �3�,_-.� "� • C_ o TYp 2 �C' �fJkl!T_..� � . ` ' ` �Q��00✓�''1 A L I hereby ccrlify that this plan,speciflcation, �' � � L� �� or report was Frepered by me nr uncier my p L�. direct supervis{on and lhat I am a duly La rs o n ��censed Professional Engineer under the iaws of U�e State ot Mlnnesota. `�U OS Larson Specialty Slructuroe Inc 5935 Hobc L�e Print Namo C.L rson F WhileBearLake,Minnesota 55�10 �p S �jf LV ,�7 651 4Z9 514J FaM:651 d296761 Signalure i/�o_(i� www_miidredtcwcomcastnet a�' e�—�r— �a�c �- License 1'T831 Gomm.No. 5�7� !� A G 1 , � ? • Job Truss Truss Type � Qty Ply j 113825317 81454 , HOSS HIP 1 1 DWGS: 1,UNITS: 1.0,DJR Job Reference tional Scherer Brothers Truss Division,Albertville,MN 55301 7.040 s Apr 17 2008 M7ek Industries,Inc. Wed Apr 30 13:38:16 2008 Page 1 s-a�o �z-ao iao-o f zs-ao � s�-��-s sa-ao s-o-io s»� �-o-o �-o-o s��-s s-a�o scale=,:ea.s REPLACE MISSING SECTION OF TRUSS AS SHOWN. 6x6= ADD NEW MEMBER(S)AS SHOWN 24"x 48" 4z6 = 8�_ HATCHED. SEE LUMBER SPECIFI- 3 4 5 LUMBER ANO CONNECTOR PLATES CATIONS SECTION FOR PROPER SIZE AND GRADE. ' TO BE CUT CLEANLY AND ACCURATELY USE 2 x 4 SPF#2 MIN. ` -? AND THE REMAINING PLATE MUST BE � - FULLY EMBEDDED AND UNDISTURBED. 8.00 12 . " ' . 4n6�i � . ._ .. .. 24"x 48" .� 's: " 4�� 2 � ' 8 v i � `r � J � -� � 7 � � . . ., l�� Y ..� . I� 4x8= 14 13 12 11 10 9 8 4x8= 1.5x4 �� 3x8= 3rz6 = 1.5x4 II 3x6 = 3x8= t5x4 II 24"x 80" 24"x 60" �__ 6-0.�0 12-0-0 i t&0.0 } 26-0-0 31-11-8 38-0-0 6-0-10 5-11-8 7-0-0 7-0-0 511� 6-0-10 ._ - __.. . ___._ _. _ _ _. . _ _. ... .. .__.__. __ ._. _ _._- - _.._ _ --- - ---- ---- -- - - - - - _.._-�-- ---� - Piace orrsets�x v� n aa-s aas7�(�as-s o-o-s� LOADtNG(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.19 Vert(LL) -0.14 11 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.72 VeR(TL) -0.30 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.18 7 n/a n!a BCDL 10.0 Code MNSRC/TPI2002 (Matrix) Weight:1961b LUMBER BRACING TOP CHORD 2 X 6 SPF 2100F 1.BE TOP CHORD Strudural wood sheathing directly applied or 5-3-5 oc purlins,except BOT CHORD 2 X 4 SPF No.2 2-o-0 oc purlins(6-0-0 mau.):3-5. WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13,4-9 REACTIONS (IWsize) 1=207410-3-8,7=2074/0-3-8 Max Horz 1=152(LC 4) PORCES (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3205l0,2-3=-267M0,3-4=2124/0,45=-2124/0,5-6=2674/0,6-7=3205/0 80T CHORD 1-14=-25/2532,13-14=25/2532,t2-13=0/2432,11-12=0/2432,'10-11=0/2432,9-10=0/2432, 8-9=0/2532,7-8=0/2532 WEBS 2-13=-526/69,&13=0l795,4-13=-680/95,411=0/278,49=-680/94,5-9=0/795, 6-9=-526/69 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=5.Opsf;h=25ft;Cat.II;F�cp B;endosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to preverrt water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurceM with any other live loads. 5)Graphical purlin represerrtation does not depict the size or the orierrtation of the purlins along the top and/or bottom chord. LOAD CASE(S) Standard ATTACH 1f2"PLYWOOD OR OSB GUSSET(15l32"APA RATED SHEATHING 32/16 EXP 1) I Hereby certify that this pFan.npeci- TO EACH FACE OF TRUSS WITH 10d(3"X.131")NAILS DRIVEN THROUGH BOTH SHEETS 1�catpn,or report was prepared by OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE: me or under my direct supervision 2 x 3's-1 ROWS�0.4-0 O.C. 2 x 6's-3 ROWS�Od-o O.C. and that I am a duly Licensed Pro- 2 x 4's-2 ROWS�0-4-0 O.C. 2 x 8,2 x 10-4 R WS�0-4-0 O.C. fessio eer under t laws NAILS TO BE ORIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO Of StOtB Ot MIR1fE5 BACK FACE FOR A NET 0.2-0 O.C.SPACING IN THE MAIN MEMBER. USE A MIN-0-3-0 ljG� MEMBER END DISTANCE. STEVEN .FQX DATE REG.NO.21980 April 30,2008 A W�RFAG'perj/11 des70R Paro�Oers aM RBAD 11[YI'S8 Wf 7HIS3 MD LICLIIDED l(ITSH REPER&NC6 PAGS 1Q!•9173 BEFY)RB USE. ` �� Design volid fa use only vnih Mifek connectas.7his design is based onty upon parameters shovm,and is for an individual building component. App6cobiAty of design paramenfers and proper incorpaafion of component a responsibility of building designer-not huss designer.Bracing shown is ta laferal supporf of individual web members onty.Addifional temporary bracing fo insure s}ability during cornhuction is fhe responsibillity of the �'�'�,*�_ erector.Additional permonent Wocing of the overoll strudure is the responsibility of}he building designec Pw general guidance regording .aw�R-•o Pe...o.,... fabrication,quality confrol,sTorage,delivery,erec}ion and bracing,consuli ANSI/TPII Qudlly CrMeda,DS6-89 und 6C511 EURdinp Component 14515 N.Outar Forty,Sufle if300 Safefy InformaHon availoble from Truss Plate InstBute.583 D'Onofrio Drive,Modaon.WI 53719. C�esterfleld,MO 63017 Symbols , Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION � �s�4' Center plate on joint unless x,y ! Failure to Follow Could Cause Property offsets are indiCated. b-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stabitity bracing for iruss system,e.g. and fully embed teeth. I diagonal or X-bracing,is always required. See BCSII. 2. Truss bracing must be designed by an engineer.For �-��6� i � 2 3 wide truss spacing,individual lateral braces ihemselves I TOP CHORDS may require bracing,or aiternative T,I,or Eliminator bracing should be considered. � i ci-z cz-a 3. Never exceed the design loading shown and never o WEBS �3.q 4 stack materials on inadequately braced trusses. Q � �� y� 3 � 4. Provide copies of this truss design to the building FOf 4 x 2 Ofl@nfatlon,locate U �b � 0 designer,erection supervisor,properfy owner and � i s� � U all other interested parties. plates 0- ns� from outside � � edge of truss. � � 5. Cut members to bear tightly against each other. C7-B C67 CS6 � BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 � 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI l. COnneCfOf plqf2S. 7. Design assumes irusses will be suitably protected from I the environment in accord with AN51/TPI 1. "Plate location details available in MtTek 20/20 SOf}WC�@ O�up011�@C�uE!S►. 8. Unless otherwise noted,moisture conteni of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. j AROUND THE TRUSS STARTING AT THE JOtNT FARTHEST TO i THE LEFT. I 9. Unless expressly noted,this design is not applicable for PLATE SIZE I use with fire retardant,preservative treated,or green lumber. The first dimension is the plate � CHORDS AND WEBS ARE IDENTIFIED BY END JOINT j 10.Camber is a non-structural consideration and is ihe 4 X � NUMBERS/LEffERS. width measured perpendicular � j responsibility of truss fabncator.General practice is to to slots.Second dimension is � camber for dead load deflection. the lengfh pQfqllE:l f0 SIOfS. 11,Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and iCC-ES Reporfs: in all respects,equal to or beiter than that Indicated by symbol shown and/or ESR-131 1,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided qt output. Use T,I or Eliminator bracing NER-487,NER-561 � spacing indicated on design. if indicated. 951 10,84-32,96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless othenvise noted. BEARING 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but � OO 2006 MiTek�All Rights Reserved approval of an engineer. reaction section indicatesjoint �— — ____— number where bearings occur. � �� j; ' 17.Install and Ioad verfically unless indicqted otherwise. , 18.Use of green or Treated lumber may pose unacceptable I � environmental,healih or performance risks.Consult with I� � I project engineer before use. Industry Standards: , �.� � ANSI/TPI1: National Design Specification for Metal I 19.Review all portions of this design(front,back,words ' P�Q►@ COn112CfG'd WOOd TfUSS COI15f�UCflOn. and pictures�before use.Reviewing pictures alone � is noi sufficient. DSB-89: Design Standard for Bracing. ' BCSI1: Building Component Safety Information, �e � � � � 20.Design assumes manufacture in accordance with r • Guide to Good Practice for Handlin g, POWER ro PERFORM. ' � ANSI/TPI 1 Quality Critena. Installing &Bracing of Metal Plate � ConneCted Wood Tfusses. MRek Engineering Reference Sheet:MII-7473 G�� T TIME v CITY OF ORONO -��Eo iN � � �7� INSPECTION NOTICE SCHEDULED �;� •�� PERMIT NO.�/a�� COMPLETED � ADDRESS 7-� OWNER CONTR. �S�'S �K.�� TELEPHONENO. ` �� 1�7--� � DESCRIPTION � � ❑ FOOTING � MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORENVETLANDS y ❑ INSULATION � WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION ��INAL ❑ 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 � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � � O � �Ti� 5't/� i � 0 N e /� ,�-�-� �%n A i � � ' v , ��Z �-�c -t�d �' W � �� i3 e��d�--� S Q � z w � W � � � d W� ❑WORKSATISFACTORY:PROCEED �PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ Owner/Contractor on sit : Inspector. � � ' S White Copyllnspector's File Canary Copy/Site Notice � ✓ � �C� �TE TIME CITY OF ORONO CALLED IN INSPECTION NO��Q3r SCHEDULED -S/G-� ��2 PERMIT NO. COMPLETED ADDRESS `z`�S �Pl�h G��2 /�-�- � • OWNER CONTR. 1��.�5`/7.DCZ� ��7�' TELEPHONE N0. ��a 5S� �O Z� � DESCRIPTION T��rn ��9 � ❑ FOOTING � MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ��L ❑ TREE REMUVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ 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 � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W 0. � J O �. � O � W � Q � Z W � W � � � d � �WORKSATISFACTORY:PROCEED [; PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED Cl ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� Z49-4600 OwnerlContractor on si : a Inspector. � White Copyllnspector's File Canary CopylSite Notice