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Home My WebLink About2001-P04476 - attached deck � , PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: Po44�6 Crystal Bay, Minnesota 55323 P@t'CTllt Typ2: Addition/Remodel/Repair (952) 249-4600 Date Issued: i vsi2ooi SITE ADDRESS: 635 Ferndale Rd N Wayzata, NW 55391 PID: 36-118-23-11-0009 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Kesicientiai Census Code 434 Permit Class: Building Permit Type: Addition/Remodel/Repair Permit Sub-type(s): Deck-Attached DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 111.25 Valuation: $ 5,000.00 Plan Review Fee: $ 72.28 State Surcharge Fee: $ 2.50 TOTAL FEE: $ 186.03 APPLICANT: Owner/Self OWNER: Larry Jacobson&Victoria O'Neill 1VII�1 635 Ferndale Rd N Wayzata MN 55391 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIF�D AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF NIINNESOTA BUILDING CODE REQUIREMENTS. - �-�� APPLI NT RMITEE I NATUR ISSUED BY SIGNATURE Copies: 1-File(Signitures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing, 1-Finance Page 1 � Total Fee: $ � `C<<� � � ' Date Received: �G"I�' �� Entered By: Permit#: ��}L/�/�� CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) ---------------------------------------------------------------------------------------------------------------------- THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: �_S� N �'��u,�L I��,� ZIP: `_� }�y j NAME OF OWNER: ��Q�� .�l�p�S�/ PHONE: (home)��.Z.- �}7� '�`�� (work) `t S2- ��.� 3�y � MAILING ADDRESS: �3`� /j��n c�cc1� ��CITY: (.,/�i.zy,�, ZIP: �j�3�t ) CONTRACTOR: F�w-v�_ PHONE: ��2-`fi a� -3`3 `�� CONTACT PERSON: �,�,�,, ,J��o_��v�✓ MOBILE/PAGER: MAILING ADDRESS: (��S n/. �,,.,�Cuf� Pa CITY: t,/e�, zu� ZIP:�S ` ) STATE LICENSE: # ARCHITECT/ENGINEER: J��s�,� ,,)��v��a�,/ PHONE: 5�,•••,� MAILING ADDRESS: y�r� CITY: ZIP: NAME: REGISTRATION# TYPE OF WORK: New X Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detai�: �� i-}�,�,� -}�, ��}-�,�-,e� ��-�- /�/2z..�1 � ��,G�"'�_:J ��s� C'� STORIES: SQ. FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATT. DET. ESTIl�IATED CONSTRUCTION VALUATION (excluding land): $ ��c� 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 Ciry 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: 1 n��/ � ( NOTE! Parade of Homes events r quire separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 5 ,�► 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 concerning himself shall 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 �efusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by srate 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 alace the noace reauired under this subdivision in the individual income tax or provertv tax refund insttvctions instead of on those forms. Subd. 3. Access to data by individual. Upon request to a responsible authoriry,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 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 of the content and meaning of tha[data. After an individual has been shown the private data and informed of its meaning, the data need not be disclosed ro 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 authoriry shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authoriry may require the requesting person to pay the actual costs of making,certifying, and compiling the copies. The responsible authoriry shall comply immediately,if possible,with any request made pursuant ro this subdivision,or within five days of the date of the request,exduding 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 writing the responsible authoriry describing tha nature of the disagreement. The responsible authoriry shall within 30 days either. (a)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 believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disaereement is included with the disclosed data. The determinadon of the responsible authoriry may be appealed pursuant to the provisions of the administrative procedure act relating to contesred 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 refusal may require that the Ciry 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 publ ic. 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. 1 �Q� � J +�w��.� First �) Middle, Last �j�� /v. ��v�n!�Li�Z, �`�C,� Address � �� (�/ti z u,�e, �1-✓ �>�� > Gl S�-y 3�� z`�� City State Zip Phone I understand my righy�as stated above. C � � i � �/ s�g� 6 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ON�Tr"Y ADDRESS OR LEGAL: �3 � �. �e�nd�a,(� �Q PID: DESCRIPTION OF WORK: ��L ------------------------------------------------------------------------------------------------------------------------ ZONING REVIEW BY: � DATE APPROVED: !! - �3-d � BUILDING REVIEW BY: {?�c��c Ocw��s DATE APPROVED: r �- z 3. o t ------------------------------------------------------��------------�o��_-------------------------------------- FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes � No PLAN REVIEW Yes � No SEWER CONNECTION STATE SURCHARGE Yes No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units OTHER (specify) ------------------------------------------------------------n------------------------------------------------------------ ZONING CHECK LIST Zoning District: �2/� JB Fire Departmentf�(/��`2a'� Post Office: �e,c.,Z`�– School District: 4i'G...y�47� � Lot Area: Sq.ft. z'� � Acres �� Width f �y��1� Depth _ — ,— � Survey Submitted: Yes �0 No Date of Survey: D`J �/�'2 Proposed Setbacks: � Front (Lake): d � Right Side: G� Rear (Street): �� Left Side: G 3• 1 Adjacent Structures: � Wetland: �� Building Height: Def. Hgt. Peal:Hgt. Lot Coverage: Grading: Staff Approval Date: �-- By: Council Approval Date: Septic: Staff Approval Date: ' By: Zoning File: # Resolution: # Resolution Date: Shoreland District: Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 7 BUILDING REVIEW CHECK LIST UBC: �—3 CONSTRUCTION TYPE: �/t/ Sq Footage $ Per Sq Ftg Basement x = lst Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ $-O�O Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection �Footing Septic Sewer Connection 1C Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Board (Mfg.) Well (State Permit) � Final Grading/Filling Electrical (State Permit) Other REMARKS(IN HOUSE): ------------------------------------------------------------------------------------------------------------------------ REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: ------------------------------------------------------------------------------------------------------------------------ REMARKS (TO BE NOTED ON PERMI�: 8 F � �� =�'GIAL t�i;:;J�'� SEE �R7'T��i-;�D C�?'�' C�F ��t�� r 1"iEC7� E3l.''i.i.��'iora PCi��ti��T F`�;`Li�� F�i�.�'i'�11U F"�R ��N'1 sjrz-'t� n" C �� INS?ECTCIR_�GLI'ti �Gt,� C��E r[L�..�V ib��i��'� r C;�_' _��_Z.�r'O !_ --- F'r.F',2lli�r Nl.—_�___._. rg �: ;,,; ;;,,��, .. ,. ,.�`'°`,-i�'�`�-D. .,�;;:,:_ .��: �� F r ..',",,�r -ri_t ;� 'r�:� r-�-�• r�nc r ir ` r.� h;."i;��J. il 4'.'��i .i.,ii C.V�1 ��1•J �: `.i r: i..:�1 Pi:'i'�i.�i��,l1=L,l -•�.:v�`,!'�.;::,1 '.x ii__.i . 1 ';f�. .�c'.�:Il'"�.'?[.,.. �r^`:';'OU'',�r.`Or'T1L'�'vil i+.•I vvOfl<�i'�.' � . r0 If� � .':i'...,_.., 14`l;i� ,.:I'', �!:j�I!,�,.... ,;Vll:iill; c.f`.. ?�'� .- " R�. • ',i��afF::�:f��, r' ha��r� l ri�;�r�:�;v:,�i Ci�d�t i L F:I HLl'�;��,�3 i � 1✓� � 3 2k�Z �n.� �''��(�-�r� � 1 ! � � ��j,�� - --__-_.�..�--�..�,f,i F�--- ,y 11 -- __._-- � ----- �_ . ; - . c � �--- ------- - --- � d3L • (l � -" — � ��n� � : W � � �9 n � `� I � ��k b \ � � � i � �� , � � � � � N v � I� � '3 � � � r J�" � �- �'" r� I� I ,� o g .� � � k + � 1� � � � �. ,� ; � . 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I � . - � �vc.�� ,t', i G�" .�� l��.X/ w Li'�v'G �. >3 7 N w City of Orono 27�0 Kelley Parkway P.O. Box 66, Crystal Bay, MN 55323 952-249-4600 Decks Building Permits are required for any deck or patio. Frost Footin�s are required for any deck that is attached to a dewelling or garage that has a frost footings. Guardrails - All decks that are 30" or more above grade must be protected by a guardrail. Such rail shall be 36" minimum in height. Open guardrails and stair railings shall have intermediate rails or an ornamental pattern such that a 4" diameter sphere cannot pass through. Overhan in� Decks - Joists should not overhang beams by more than two feet, nor should beams overhang posts by more than one foot unless a special design is approved. Stairwav- If a stairway is to be provided, it shall be not less than 36 inches in width. 8" maYimum rise - 9" minimum run - 6'8" minimum headroom. Handrails - Handrails shall be provided to all stairways having 4 or more risers (private residential only). See page 5 for more information. Live Load - All decks shall be designed to support a live load of 60 pounds per square foot. Flashin� - All connections between deck and dwelling shall be weatherproo£ Any cuts in exterior finish shall be flashed or caulked. Joist Hangers - Header joists more than six feet long and tail joists over 12 feet long shall be supported by approved framing anchors such as joist hangers. Wood Required-All exposed wood used in the construction of decks is required to be of approved wood of natural resistance to decay (redwood, cedar, ect.)or approved treated wood. This includes posts, beams,joists, and decking. �ecial Des�n Note- Some deck designs may not be appropriate should the placement of a screen porch or 3-season porch on the deck platform be a future consideration. Porch setback requirements are not the same as deck setbacks. Rec�uired Inspections: 1. Footin�s - After holes are dug, but prior to pouring of concrete. 2. Framin� - Prior to laying decking. Framing inspection may be done when deck is complete if deck is not enclosed underneath. 3. Final - When deck is completed. � � �� • E " _---�--- --�- � -• - -•--- ----.__-..•- � E Rai] � . ... . _._..___ � '_ - - - . �- . .. . •.- - .._.._- � . 4"' Maximum � � •• . � . � . .. � • ._ .. . • • •. . . , ... . . . � . - � Post ' au or t as any , � i � '1 11 cuts in .siding � . ; JOIST See joist :span table Ledger to be gEqM for sizing joists same size as DECKING See beam . ,l�ist size, 1" up to 24" 'span span IEDGER 2" over Z4" span table fo ` ; �o�sts shall rest on both OETAILS InstaTl ledger� s i z i ng �--� , pmhp � t wi th 1 ag bo 1 ts � bea:�s. __ that penetrate - � � 2-1/2':. bolts. wit � into rim joist washers (3-1/2" ' or wall studs. bolts if beam ' ALTER��ATE members are 2x10 BEAM DETAIL or larger) , POST . 4 x4" up to 12'-0" Building line beam span or 14'-0" post ]ength. 6"x6" over these lengt��s. Pin or other .Grade approved fastener ' - � "� � E .. Concrete Backfill material •,- - �' o i e r � � ; � • Wood post . - 8" Minimum N •� � � �,• � -'� � g�� ,;� '• Poured concrete footi ng � � ,., e; � �� h�" -� F007ING ALTERNATE FOOTIPlG OETAIL � NOTE: ALL t4ATERIA�S USEO FOR POSTS. JOISTS, BEAMS, ANO DECKING SHALL BE OF APPROVEO WOOD OF NATURI�L RESISTANCE TO OECAY OR APPROVED TREATED WOOD. �� ` '"��D D�C!;S - SA(�PLE CALCULATIO�IS FOR USI �� iHE SPA�J TABLE ' ri�J� d — I G�se I Solution: ReTer to taole for jcist and beam sizes . �j � �xample: a = 12' , Post Spacing = 8' P.efer to the span table. Joist size may be either 2xE' s 12" G.C. or 2x10's i6" O.C. Beam size may be either 3-2x8'x or � 2-2x10's. CdS2 TI Solution: Use .".a." i01" ,JOISi. SIZP dfld "d" T ��D�� i.0 ideternine beam size (The lengtn cf "b" is restricted by ,.� � �� b � both the length o` "a" and th2 size o� the joists) . I � cxample: a = 8' , b = 2' , Fost Sp�cing = 10' irind the joist size required by iooking under 8 ' on ihe I table. Joist ler.ath is indicated as 2x6' s 16" O.C. or � Zx2's 24" O.C. �or sizirg tne bear, use a jois� ieng�h o� ; 10' (8' �- 2` = 10' ) and a ;�os� S�dC1114 c� 10' . The tabl e indicates that 4-2x8 ' s cr 3-2x10' s are required `ar �,�;e bear��. Case III Solution: Use "a" or "b" , whic�ever is oreater, to dete ulfle �O1S� S �LG. USE ��d�� T ��S�� 0 dete!--;ine th� S1Z2 o� Be�� t�o. 1 ar,d use joi;� � er�th "�" to det�r;�ine the � size o� Beam �r'o. 2. • -- � �`- " I � I � ^ �xample: a = 6' , b = 7 ' , Post Spacing = 9 ` i � z ihe joist length (7 ' ) is deterired by '!�e longes� span joist � ("b" ) . The tzble incicates t�ay 2xo's 16" C.C. or 2xo ' s 2�" C.�. zr-e requir2d �or a 7 ' sp�n, ror E�c:�� Pio . 1 , use �ois� ienci,h 3e�:;� i 5e�n 2 - _ . ot 13 ' (6` + 7 ' - 13 ' ) ard pes� spactng of 9' . The tabla � ; indicates that 3-2x10's or 2-2x12's are reGuired ror 8ean ��o. i . �or Be�,� No. 2 use joist leng�h ot 7' w�th a post swaE�ng of 9 ' . The table indicat2s tF�at 4-2x6's or 3-2x8's are required for Bean ho. 2. -- � C�se ?V �olution: Use "?" or "b" , wnichever is greater , to de�ermine joist s�z�. Us� "a" � "b° to deter,:,ine t�e size of Beam ho, i and "b" + °c° to deter�ine the size or Bezm "+o . 2. (Tne length o` "c" is restricted by bot7 th,e lergth of "b" and the size of the jois:) . � a I b I c � � � �xample: a = 7 ' , b = 8 ' , c = 2' , °ost Spacir,g = 12 ' i � . - �he 7ongest joist span is 2 ' ; therefore, the table indicates that 2x6's 16" O.C, or 2x3's 24" O.C. are required. For � r(o. 1 No. 2 Beam No. 1 , use joist lergth or 15' (7 ' + 8' = 15' ) ard 3eam Beam post spacing o` 12' . The tab]e indicates thzt 3-2x12 's are required for Beam t;o. l . ror Beam tlo. Z, use joist length of . � ]0' (8' � 2' = 10' ) and post spacing of 12' . The table _ irdicates that 3-2x10's cr 3-2x72's ar.e required, for . Beam tlo. 2. HOTES : Post size must be ade�uate to provide full beam bearing , ie. , �one-member and two-m enber beams must be placed on a 4x4 post, three-member beams must be placed on 4x6 or 6xb posts, and four-mernber beams must be placed on 8x8 posts. Most of the boxes in this tabl�e contain two optional means of .support. 4tood__ m snbers may be increased above those indicated in the table, but in no event may lesser members be used. J06S1" LEN(�TH 6� �� 8� 9� �� ll� 12' 13" 14' ].S' 16' JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"QC 2x8 12"OC 2x10 16nOC 2x10 12"OC . y, 'SIZE 2x6 24"OC 2xII 24"OC 2x8 24"nC 2x10 24"OC 2x10 24"�C 2x10 24"nC 2x10 l6"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC BEAM 1 - 2x6 1 - 2x6 1 - 2x8 1 - 2x8 1 - 2x8 1 - 2x8 1 - 2x10 - 2x 0 SIZE 1 - 2x6 1 - 2x8 1 - 2x(3 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x12 1 - 2x10 1 - 2x12 1 - 2x12 JOIST Zx6 16"�C 2x6 lb"OC 2x8 16"OC 2x8 16"OC 2x8 16"OC 2x8 12"OC 2x10 16"OC 2x10 12"OC 5, SITE 2x6 24"OC 2x8 24"OC 2x8 24"OC 2x10 24"OC 2x10 24"OC 2x10 24"QC 2x10 16"OC 2x12 24"(1C 2x10 16"OC 2x12 16"OC 2x12 16"OC . BEAM 2 - 2x6 2 - 2x6 1 - 2x8 1 - 2x8 1 - 2x8 1 - 2x8 1 - 2x10 1 - 2x10 SIZE 1 - 2x6 1 - 2x8 1 - 2x8 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x1Q 1 - 2x12 1 - 2x10 1 - 2x12 1 - 2x12 JOIST 2x6 16"OC 2x6 16"OC 2xB 16"OC 2x8 16"OC 2x8 16"OC 2x8 1?"OC �x10 16"06 2x10 12"OC 6, SIZE 2x6 24"OC 2x8 24"OC 2x8 24"OC 2x10 24"OC 2x10 24"OC 2x10 24"OC 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC BEAM 2 - 2x6 2 - 2x6 2 - 2xf3 2 - 2xF3 2 - 2x8 2 - 2x8 2 - 2x10 2 - 2x10 2 - 2x10 2 - 2x10 SIZE 2 - 2x6 1 - 2x8 2 - 2x8 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x12 1 - 2x12 1 - 2x12 1 - 2x12 JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"nC 2x8 12"OC 2x10 16"OC 2x10 12"Oc �, SIZE 2x6 24"OC 2x8 24"OC 2x8 24"OC 2x10 24"OC 2x10 24"OC 2x10 24"�C 2x10 16"QC 2x1Z 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC BEAM 3 - 2x6 3 - 2x6 2 - 2xII 2 - 2x8 2 - 2xfi 3 - 2x8 2 - 2x10 2 - 2x10 2 - 2x10 2 - 2x10 SIZE Z - 2x6 2 - 2x8 2 - 2x8 2 - 2x10 2 - 2x10 2 - 2x10 2 - 2x10 1 - 2x12 2 - 2x12 2 - 2x12 2 - 2x12 v JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"OC 2x8 12"OC 2x10 16"OC 2x10 12"OC � 8, S(ZE 2x6 24"OC 2x8 24"OC 2xQ 24"OC 2x10 24"OC 2x10 24"�C 2x10 24"OC 2x10 16"OC 2xt2 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC U BEAM 3 - 2x6 3 - 2x6 3 - 2x6 3 - 2x8 3 - 2x8 3 - 2x8 3 - 2x8 2 - 2x10 3 - 2x10 3 - 2x10 3 - 2x10 SIZE 2 - 2x8 2 - 2x8 2 - 2x8 Z - 2x10 2 - 2x10 2 - 2x10 2 - 2x10 2 - 2x12 2 - 2x12 2 - 2x12 2 - 2x12 aJOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"nC 2x8 12"OC 2x10 16"OC 2x10 12"OC � 9� SIZE 2x6 24"OC 2x8 24"OC 2x8 24"QC 2x10 24"OC 2r.10 24"OC ' 2x10 24"�C 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC BEAM 3 - 2x6 4 - 2x6 4 - 2x6 3 - 2x8 3 - 2x8 3 - 2x8 4 - 2x8 3 - 2x10 3 - 2x10 3 - 2x10 3 - 2x10 SIZE 2 - 2x8 3 - 2xQ 3 - 2x8 2 - 2x10 2 - 2x10 2 - 2x10 3 - 2x10 2 - 2x12 2 - 2x12 2 - 2xi2 2 - 2x12 ~ JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2xf3 16"OC 2x8 16"OC 2x8 12"OC 2x10 16"OC 2x10 12"OC �� , SIZE 2x6 24"OC 2x8 24"OC 2x8 24"OC 2x10 24"OC 2x10 24"�C 2x10 24"OC 2x10 16"f1C 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC BEAN 4 - 2x6 3 - 2x8 3 - 2x8 3 - 2xf3 4 - 2xE3 4 - 2x8 4 - 2x8 3 - 2x10 3 - 2x10 4 - 2x10 4 - 2x10 a SIZE 3 - 2x8 2 - 2x10 2 - 2x10 3 - 2x10 3 - 2x10 3 - 2x10 3 - 2x10 2 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2x8 16"OC 2x8 12"OC 2x10 16"OC 2x10 12"OC ll, SIZE 2x6 24"QC 2x8 24"OC 2xQ 24''OC 2x10 24"�C 2x10 24"OC 2x10 24"l1C 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC BEAM 3 - 2x8 3 - 2x8 4 - 2x8 4 - 2x8 3 - 2x10 3 - 2x10 3 - 2x10 4 - 2x10 4 - 2x10 4 - 2x10 4 - 2x 0 SIZE 2 - 2x10 2 - 2x10 3 - 2x10 3 - 2x10 2 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2xQ 16"OC Zx8 16"OC 2xf3 12"OC 2x10 16"OC 2x10 12"OC �, 2x6 24"OC 2xf3 24"OC 2x8 24"�C 2x10 24'�OC 2x10 24"OC 2x10 24"OC 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC DEAM 3 - 2x6 4 - Zx8 4 - 2x8 3 - 2x10 3 - 2x10 4 - 2x10 4 - Zx10 4 - 2x10 SIZ 2 - 2x10 3 - 2x10 3 - 2x10 2 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 JOIST 2x6 16"OC 2x6 16"OC 2xf3 16"OC 2xf3 16"OC 2x8 16"OC 2x8 12"OC 2x10 16"OC "-""'� 2x10 12"OC �, SIZE 2x6 24"OC 2x8 24"OC 2x8 " 2x10 24"OC 2x10 24"OC 2x10 24"(1C 2x10 16"OC 2x12 24"OC• 2x10 16"OC 2x12 16"OC 2x12 16"OC 4EAM 3 - 2x8 4 - 2x8 3 - 2x10 4 - 2x10 4 - 2x10 4 - 2x10 SIZE 3 - 2x10 3 - 2x10 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x10 3 - 2x12 4 - 2x12 4 - 2x12 4 - 2x12 - , JOIST 2x6 16"OC 2x6 16"OC 2x(3 16"OC 2x8 16"OC 2x8 16"OC 2xf3 12"OC 2x10 16"�C 2x10 12"OC . ly, SIZE 2x6 24"OC 2x8 24"�C 2x£3 24"OC 2x10 24"OC 2x10 24"�C 2x1Q 24"�C 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC 4EAM 4 - 2xQ 3 - 2x10 4 - 2x10 4 - 2x10 4 - 2x10 ENG. BEAM ENG. BEAM , SIZE 3 - 2x10 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - Zxl2 4 - 2x12 4 - 2x12 4 - 2x12 REQUIRED REQUIRED . �his table is based on the use of Ponderosa Pine No. 2 or better (treated for weather and/or ground exposure). .� Acceptable Handrails - ali others must be approved by the inspector. 11/," to 2° 1��z,; 11/.'� 1 ��2„ MIN. t� 2" MIN. 1 „2„ ��/�� to 2�� MIN. �� 3�/z" MAX. ,� �\2 � �v CV � O �Z �� NOTE: OTHER SHAPES MAY BE ACCEPTABL.E IF THEY PROVIDE AN EQUIVALENT GRIPPING SERVICE. SEE THIRD PARAGRAPH OF SECTION 3306 Q). NOT ACCEPTABLE Handrails are required on interior and exterior stairs with 4 or more risers . Handrails shall be placed not less than 34 inches or more than 38 inches above the nosing of treads . They shall be continuous the full length of the stairs . Ends shall be returne� or shall terminate in newel posts or safety terminals . The handgrip portion of handrails shall be not less than 1 1/4 inches or more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface . The handgrip portion of handrails shall have a smooth surface with no sharp corners . Handrails projecting from a wall shall have a space of not less than 1 1/2 inches between the wall and the handrail . % DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED r�� /U�3o `^1 PERMIT NO. >>C��/� ��J coMP�Fre� � /'CO--a/ /�.� ;� ADDRESS �� X� OWNER� �; ��%a�� CONTR.� �►v� a�..��e,— TELEPHONE NO. �.S o� y�� -�ri � DESCRIPTION � ' C�`'�- �� l� G 11 MECHANICA I 18 EXCAV/GRADING/FILIING 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y IGN 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 � 07 DEMO-FINAL 15 SEPTIC INSTALL. 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 � COMMENTS: � W C � � O � � O � W � Q � Z W � W � � � �ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � �CORRECT WORK,CALL F�R AEINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL REfURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� OwnedContracto site: Inspector. ��L C��'4_ �� White Copyllnspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO • CALIED IN INSPECTION TIC SCHEDULED �� 3 U/ _�j -�V� PERMIT NO. COMPLETED ADDRESS �� OWNER �-��CONTR. -�`'�-'''•�� TELEPHONE N0. `�S� �� ( 73—3 / S�� DESCRIPTION G'�� 01 FOOTING 11 ME NICAL RI 18 EXCA�//GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATEFi HOOK-UP 17 SITE INSPECTION Z Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 pEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTORTOMEETYOU: YES NO � CQ�M�f�TS: � !�] / � !_-�_ � <. L_ y ` (��` ` L, / '�° � i �, !a�_ � , 1 � — J O � � O � W � Q � Z W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � •�CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-460� OwnerlContractor on site: � ��<''-�� - Inspector.�. � � White Copyllnspector's File Canary Copy/Site Notice �� DATE TIME CITY OF ORONO CALLED IN � � INSPECTION N�T/,ICE , i / SCHEDULED PERMIT NO. ' v �"��lD COMPLETED ADDRESS �.�' �� -2tr 1'1C��-'� � 1� ' OWNER �. . ��(L(' (��'�� CONTR. TELEPHONE NO. C��J�- � � � 3J 3c� � Z � DESCRIPTION � �" —�i I'`�--C � � 01 FOOTING 17 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATIGN 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 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTHACTOR TO MEET YOU: YES_NO � COMMENTS: � W � � J O >. — �� O � W � Q � Z W � W � � � d W� ❑WORK SATISFACTORY:PROCEED ROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY p ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspe n 24 ho ance. (g52) 249-4600 Owner/Con r on site: Inspector. � e Copyflnspector's File Can Copy/Site Notice