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Home My WebLink AboutBldg permit application/plans/project not completed Total Fee: $ ��/ • =� / Date Receive . ,��' �� 7�� Entered By: J�'/� Permit#: ,� i 1�r'�c;� ��'.��.% CITY OF O , ONO - B � DIN PERMIT APPLI , '�lr %'Y)'1!)�� C%� � All information must be submitted in full before plan review will be st 'h � . ��,�� (please print all information) ---------------- ----------------------------------- - —=_�-�------------------------ - ------------------- �� TI�E� ANT IS: (circle one OWN� E�OR CONTRACTO �' :�1 , �� _ /�/ , � ) ��. JOB SITE DRESS: SS ��'/� * �/v ZIp: S S .�S y �;�`��1��' �' ,, �y NAME OF O R: , ��4N� �C�'�'�� HONE: (home) % .�7�� _ /r/ � (work) C�! Z- �'E�7 �'�'�7 '�i I�IAII..ING ADDRE : �3-S �--`�`�oPr� � Y: �.�� ZIP: s�'�s'Szj CONTRACTOR: M PHONE P�� T �°^'� CONTACT PERSON: MOBILE/PAGER !�+n...�� -�++� NiAILING ADDRESS: CITY: S y 5�-�',.� STATE LICENSE: # .�,(c� �U. ARCHITECT/ENGINEER: PHONI.'��'P'�'� � "�-�`� NIAILING ADDRESS: CITY: ZIP: NAME: REGISTRATION# TYPE OF `VORK: New Ad 'tion Accessory Structure Move Remodel/A1 ration_� Land Alteration PROPOSED WO describe in detai�: T�.e s f ��N4 t 5 a r ��w�Nf r �N�°�'t l �N�; �+- STORIES: SQ. FEET OF EACH OOR: N� NO. BE OOMS: �'� GARAGE STAL : ATT. �-- DET. ESTIMATED CONSTRUCTION VALUATION (exclu ' land): $ ��J I hereby apply for a building permit and I acknowledge that the � ormation above is complete and accurate; that the work will be in conformance with the ordinances d codes of the City and with the State Building Code; that I understand this is not a pernut and rk is not to start without a permit; and that the work will be in cor ce wi the pproved pl . Y APPLICANT'S SIGNATURE: �� DATE: /" I�S l Z� NOTE! Parade of Homes events require separate permit approval by Police Department and City Counci160 days prior to the event. Non permitted events will not be allowed. Sec.13.04 RIGHTS OF S[IBJECTS OF D?�TA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth ia this secdon. Subd.2. Informadon reqirired to be given individual. .�.n individual asked to supply private or confidendal data concerniag himself shall be informed of: (a)che purpose and in[ended use of che requesud dara wi[hin the collecting"sta[e agency, polidcal subdivision,or sratewide system; (b)whether he may refuse oY is legally required to suppiy[he mquested data;(c)any irnovm co�sequence arising from his supplying or refusing to supply priva�e or confidendal data;and(d)the idenary of ocher penoas or enndes authorized by state or federal law to receive the data. 'Ihis requirement shall not appiy when an individual is asked to supply invesrigadve dara,pursuant to secdon 13.82, subdivision 5, to a law enforcement o�cer. The commissioner of re�•enue mav place the notice reauired under this subdivision in the individual income tax or propem tax refund instructions inscexd of on chose 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 individuais,and whether it is classified as public, priva�e or confidenrial. Upon his further request,an individual who is the subjecc of stored private or public data on individuals shall be shown che dan wichout any charge to him and,�if he desires, shall be informed of the conter.t and meaning of�hat data. Aftzr an individual has been shown the private data and informed of i[s meaning, the data need not be disclosed to him for six months thereafter unless a dispute or acrion punuanc to this secaon is oending or addiaooal data on the individual has been collected or created. The responsible au[horiry shall provide copies of the private or public data upon request by the individual subject of che dara. The responsible authoriry may require the requesring person to pay the actual coscs of making, certifying, and compiling the copies. The responsible authoriry shall comply immedia[ely, 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. If he cannot comply with the requesc within that time,he shall so inform the individual,and may have an addidonal five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. ' Subd.4. Procedure when data is not accurate oc complete. An individual may contest the accuracy or completeness of public or pri��ate data concerning himself. To exercise rhis right,an individual shall nodfy in writing che responsible authoriry describing che nantre of the disagreemeot. The responsible authoriry shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and aaempt to norify past recipiencs of inaccurate or incomp(ete data, including recipiencs named by[he individual; or(b)nodfy the individual that he believes che data to be correct. Data in dispute shall be disclosed only if the individuai's statement of disagreement is included with the disclosed data. The de[erminarion of the responsible auchoriry may be appealed pursuant to the provisions of the administradve procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd.2, "Ri�hts 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 fumish 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 ocher local, state or federal a;encies 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 perm.it. CC?,'1�;��, � /��C��,,,.� First �Iiddle Lasc ��3s� C�� , L.�� Address �r�� •�l/� ��53S� �?S�-�.3�a. �� Cin, State Zip Phone 6,Z ` 373' °�'�a I rs m ri� s as stated above. /�"� Signacure CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESSORLEGAL: �-(3ss Cti�,�%�,q L,4n� PID: DESCRIPTION OF WORK: (,�a�rpi,�� p,.�,r� �-;-r�,/L _—____________--------------------- ------------------------------------------- ZOr1�i G REVIEW BY: � DATE APPROVED: i z�1 z-� � BUII..DING REVIE`V BY: DATE APPROVED: �Z-i z-� � FEES TO BE CHARGED: Misc. Fees Calculated By: PER1v1IT Yes �/' No PLA��1 REVIEW Yes ��o SEWER CONNECITON STATE SURCHARGE Yes (/ No WATERCONNECITON INVESTIGATION FEE Yes No PARK FEE SAC Yes No STTEINSPECTION Number of SAC Units OTHER (specify) ZONING C�CK LIST zoning District: No G�� Y K�1 (�4��.v'�c /-� s�/� I S /`) NbN ls�C/fiDA G l�ry� Fire Department: Post Office: School District: Lot Area: Sq.ft. Acres Width Depth Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Front (Lake): Right Side: Rear (Street): Left Side: Adjacent Structures: Wedand: Building Height: Def. Hgt. Peal:Hgt. Lot Covera?e: Grading: Staff Approval Date: By: Council Approv Date: Septic: Staff Approval Date: By: Zoning File: # Resolution: # Resolution Date: Shoreland District: Avg. Setback: Bluff Setback: L,ot Cove ge: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Vaziance Required: Yes No Date of Council App oval: RE1I�IARKS (in house): 7 BUILDING REVIEW CHECK LIST UBC: 1< • 3 CONSTRUCTION TYPE: �(IJ Sq Footage $ Per Sq Ftg Basement x = lst Floor x = 2nd Floor x _ Garage x _ z — TOTAL o� Estimated Construction Value: $ (�OC� "— Inspections Required: `Vork Requiring Separate Permits: Site Plumbing Fire Hazdcover Removal Mechanical Water Connection C Footing = Septic Sewer Connection Framing Fireplace Lawn Irrigation Insulation (Masonry) Ocher Wall Board (Mfg.) Well (State Permit) _�Final Grading/Filling Electrical (State Permit) Other REMARI�.S(IN HOUSE): -- ------------------------------------ REVIEW BY OTHERS: DAT'E: Access: Existing New Access Approval: Date By; ------------------------------------------------- REMARK.S (TO BE NOTED ON PERMIT�: 8 . , �....�.--�-�_..� The Home Depot #2812 S�EC�AL (��T� NO COP� (95� 949-0982VIEW RD, EDEN PRAIRIE, MN 5534 �,,E� A.t...�.�� ..��E'T' �� Thu Nov 15 07:58:02 2001 ��' �-rb �..��vQ/l�(L /4'� B�� Materials for Deck: �� 'T� Qty UOM SKU Use Description -------------------------------------------------------------------------------------------=--------------------------- 42 EA 532471 Baluster 2X2X42 CEDAR S4S BALUSTER 2 EA 184961 Beam 2X6-8FT. N0.2 PRIME PT SYP .40 5 EA 167055 Decking 5/4X6X8 STK CEDAR 3 EA 731867 H Bottom Rail 2X4X8 STK CEDAR 2 EA 705063 H Top Rail 5/4 X6' X 14' WR CEDAR DECKING 3 EA 184961 Joist 2X6-8FT. N0.2 PRIME PT SYP .40 1 EA 184961 Ledger 2X6-8FT. N0.2 PRIME PT SYP .40 4 EA 162825 Post 4X4X8 PT Y/P N0.2 .40 4 EA 264784 Railing Post 4X4-8FT. WESTERN RED CEDAR S4S 4 EA 145709 Stair Stringer 2X12-8FT. N0.2 PRIME PT SYP .40 7 EA 326626 Tread 5/4X6X8 PREMIUM THOMPSONIZED 3 EA 731867 V Bottom Rail 2X4X8 STK CEDAR 3 EA 731867 V Top Rail 2X4X8 STK CEDAR 5 EA 462152 2x6 Joist Hanger 2X6 JOIST HANGER 1 BX 735002 Baluster Screw GREEN 5LB 2 1/21N DECKMATE DECK SCRW 8 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8 8 EA 538892 Beam Nut HEX NUT GALV 1/2 8 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2 4 EA 929514 Concrete In-Ground CONCRETE MIX 60L6 1 BX 735003 Deck Screws GREEN 5L6 31N DECKMATE DECK SCRW 1 EA 307640 Flashing 61NX10FT ALUM FLASHING 1 EA 462810 Hanger Nails 10D JOIST HANGER NAILS 1 BX 229016 Joist Framing Nails 16D GALV SPIRAL PTL DECK NAIL 5LB BX 4 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2 4 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6 16 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8 16 EA 538892 Rail Post-Nut HEX NUT GALV 1/2 16 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2 3 BX 734920 Step Screws GREEN 1 LB 31N DECKMATE DECK SCREW -�r; ----------------------------------------------------------------------------------------------------------------------- "'- �r�rY oF oRONo Materials Cost of Deck: $545.98, plus sales tax BUiLDitiG P MI Pl.AN REVIEW WSPECTOR Price Valid Today, 1 1/15/2001 � This Estimate Guaranteed for 3 day(s) Dti��=_� �Z'�-OL P�r��!►T t�Q. C ,`�'��i""C��.�v._�riJSii?�:t�1 7e!1 Parameters from UBC.cod parameter file. ' 'r;:.�V'r.�;'ti'1�i�l �:)i=�;'��;`;T�Ci�!5 AS!v�T:'-_D Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. r° �;,,-,i t'.r�i F;G'��r�L---��ii�G?"c'.'��a'v`�'r:�;T 1": ,.,.�.,.��?s�rc�for y�,ur ir`o�,r...;on. r'.�!vrcrk cha!!��dc�e ti• ._i'Ii!Jiii`^L%) :':t� iii� c-F'r'i��t.,...!E� t�'Jt��ir��) Sfi:l <0'?:Cg r.,ode. {''t8, . ?�`I3 IC�Jit;C�n,i;a�rw!;ot:;ner:�ic?,��y no'ed in 1i'!S ICVI�W. kt�1'TNtS P1AN SET ON SITk Al'Al.t.TIMES File saved as: f:\dn\decks\61506FC7.DEK � ��RS Waming: g�� p,,�F,Y. R,AIS�R 9" M!N. 'fREAD This is not a final design plan. Variations in building codes, specific architectural considerations, or site conditions may 6'-8° �'��!!N• 9-^c��DF;G�M require changes to this design. You are responsible for the final AT LEA�T CUN[ i-�AN�RAiL R[�l1Ef:ECJ structure, code verification, materia� usage, and structural safety GUf�RL`iZAIL O�Ef�! SiU�5 of this design. Be sure to check and verify the design with your local architect and building inspector. � The Company assumes absolutely no responsibility for the ��-j�i��i��--`�' _�� correct use of this program. All output should be examined by a � ��_� n��7,1°�,3- �-�C- �(,-q{-�� qualified professional to determine if they are reasonable and H ,,,, (,�� ,s_;.:��r,,�;�,':.�; ;;` accurate. �" __ _ SF w/�uci�16 s�t2�nl�c.C: r s M.ell� �74�1 3v�� oF'F �vfur�OG- CONSUMER INFORMATION SHEET This wood has been preserved by pressure treatment with an EPA-registered pesticide containing chromated copper arsenate (CCA) to protect it from termite attack and decay. Wood treated with CCA should be used only where such protection is important . CCA penetrates deeply into and remains in the pressure-treated wood for a long time . Exposure to CCA may present certain hazards . Therefore, the following precautions should be taken both when handling the treated wood and in determining where to use or dispose of the treated wood. USE SITE PRECAUTION FOR CCA PRESSURE-TREATED WOOD * Wood pressure-treated with CCA preservatives may be used inside residences as long as all sawdust and construction debris are cleaned up and disposed of after construction. * Do not use treated wood under circumstances where the preservative may become a component of food or animal feed. Examples of such sites would be structures or containers for storing silage or food. * Do not use treated wood for cutting-boards or countertops . * Only treated wood that is visibly clean and free of surface residue should be used for patios, decks and walkways . * Do not use treated wood for construction of those portions of beehives which may come into contact with the honey. * Treated wood should not be used where it may come into direct or indirect contact with public drinking water, except for uses involving incidental contact such as docks and bridges . HANDLING PRECAUTIONS FOR CCA PRESSURE-TREATED WOOD * Dispose of treated wood by ordinary trash collection or burial . Treated wood should not be burned in open fires or in stoves, fireplaces or residential boilers because toxic chemicals may be produced as part of the smoke and ashes . Treated wood from commercial or industrial use (e .g. , construction sites) may be burned only in commercial or industrial incinerators or boilers in accordance with state and Federal regulations . * Avoid frequent or prolonged inhalation of sawdust from treated wood. When sawing and machining treated wood wear a dust mask. Whenever possible, these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from treated wood. * When power-sawing and machining, wear goggles to protect eyes from flying particles . * After working with the wood, and before eating, drinking, and the use of tobacco products, wash exposed areas thoroughly. * If preservatives or sawdust accumulates on clothes, launder before reuse . Wash work clothes separately from other household clothing. * Treated wood should be dry before handling. EPA Approved The Home Depot #2812 , 13100 VALLEY VIEW RD, EDEN PRAIRIE, NIlJ 55 Thu Nov 15 07 : 58 : 05 2001 The materials in this deck will cost $545 . 98 File saved as : f : �dn\decks�B1506FC7 .DEK 3D View < � 1 , The Home Depot #2812 , 13100 VALLEY VIEW RD, EDEN PRAIRIE, NIl� 55 Thu Nov 15 07 : 58 : 05 2001 File saved as : f : \dn\decks�B1506FC7 .DEK Deck Dimensions for Deck 1 4 '—� �I I I � _ , _ ' _ c , v� � I I I� � � T , � __ � � _ _ Deck 1' i 5� 5�� 4 � I i � 4 ' i � ! � Joist Spacing = 16 in. o.c. II ' Railpost Spacing = 96 in. o.c. , Baluster Spacing = 3 in. , Toe Spacing = 3 in. , Railing Height = Stair 1: Rise = 7 in. , Run = 11 in. The Home Depot #2812, 13100 VALLEY VIEW RD, EDEN PRAIRIE, MN 55344, (952) 949-0982 Thu Nov 15 07:58:10 2001 File saved as: f:\dn\decks\61506FC7.DEK Construction Specifications Deck 1: Construction Method = Beam to Side of Post Footing Type = In-Ground � Live Load = 60 Dead Load = 10 Decking Spacing = 0.125 in Joist Spacing = 16 in Beam Spacing = 24 in Post Spacing = 48 in Decking = 5/4X6 Untreated Western Cedars No. 2 Beams = 2X6 .40 prime Southern Pine No. 2 Joists = 2X6 .40 prime Southern Pine No. 2 Posts = 4X4 .40 Treated Southern Pine No. 2 Deck Height = 54 in Diagonal Bracing = No Deck Skirt = No Joist Overhang = 12 in Beam Overhang = 12 in Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = Pref Joist Size = none Pref Beam Size = none Pref Post Size = none Stair 1: Step Width = 48 in Step Height = 53.8125 in Step Rise = 7.6875 in Step Run = 11 in Stringers = 2X12 .40 prime Southern Pine No. 2 Risers = 1 X6 .40 Treated Southern Pine No. 2 Treads = 5/4X6 .40 Sealed Southern Pine No. 1 Railing 1: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Toe Space = 3.75 in Railing 2: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Toe Space = 3.75 in Railing 3: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Toe Space = 3.75 in Railing 4: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Toe Space = 3.75 in The Home Depot #2812 , 13100 VALLEY VIEW RD, EDEN PRAIRIE, NIl�i 55 Thu Nov 15 07 : 58 : 05 2001 File saved as : f : �dn\decks\B1506FC7 . DEK �N�S Post Layout for Deck 1 �o� � , X� (�o lu r�`� '�9 ��' � � � �, � � ' � � 4 � 2�� 4 � 2�, � i �, li � I �' � 2 I I I2 � � , n I- n 11 I � � Ill ; I i i - --- - ----- ----- -- - -- - ------- B a s e Po i nt~ � - ---------- ----------- i - I rn I v� r� The Home Depot #2812 , 13100 VALLEY VIEW RD, EDEN PRAIKIE, NIlJ 55 Thu Nov 15 07 : 58 : 05 2001 File saved as : f : \dn�decks�B1506FC7 .DEK Deck Layout QUOTE Page 1 of 2 No. 54583 r-------------------------------� Store 2812 EDEN PRAIRIE Phone: (952) 949-0982 � � i i 13100 VALLEY VIEW RD Salesperson: MJS42 � i , � EDEN PRAIRIE, MN 55344 Reviewer: i i i i i i i i i i Name Home Phone � QU OTE � I I . MCCRACKIN BILL (952) 380-0230 ; ; Address4355 CHIPPEWA LANE WorkPhone (612) 867-8867 i i ORNO Company Name i i ' c"v MAPLEPLAIN Job Description DECK I i i2001•]1•15 08:01 i State MN Z'P 55359 c°�"cv HENNEPIN � � �Prices Valid Thru: 1112212001 � L_______________ ___-______--J MERCHANDISE AND SERVICE SUMMARY merc�a�d�se so�c�9totcustomerse quantities of CUSTOMER PICKUP #1 REF#W30 SKU�f515-664 Customer Pickup I Will Call STOCK MERCHANDISE TO BE PICKED UP: _ FtE�# i: Sf�U..... t�l`Y >UM ,. ,� , ?: :>::>:::::>::::: ,:. ,:::. , <.: ;.;;;::.. .:,.. D�SCRII�.:If�1V. ;: > ;::::;.:::::>::>::> 3'A� ::PR1C��}+,C�-€ < EXl'�l�IS#t3N :: R01 532-471 42.00 EA 2X2X42 CEDAR S4S BALUSTER / Y 52.21 $92.82 R02 184-961 2.00 EA 2X6-8FT. N0.2 PRIME PT SYP .40 / Y 54.78 59.56 R03 167-055 5.00 EA 5/4X6X8 SELECT CEDAR / Y 57.76 538.80 R04 731-867 3.00 EA 2X4X8 SELECT CEDAR / Y 56.20 $18.60 R05 705-063 2.00 EA 5/4 X6' X 14' WR CEDAR DECKING / Y $14.20 528.40 R06 184-961 3.00 EA 2X6-8FT. N0.2 PRIME PT SYP .40 / Y 54.78 514.34 R07 184-961 1.00 EA 2X6-8FT. N0.2 PRIME PT SYP .40 / Y $4.78 S4.78 R08 162-825 4.00 EA 4 X 4 8' #2 SYP .40 / Y S3.99 S 15.96 R09 264-784 4.00 EA 4X4-8FT. CEDAR S4S / Y 514.48 557.92 R10 145-709 4.00 EA 2X12-8FT. N0.2 PRIME PT SYP .40 / Y 59.87 539.48 R11 326-626 7.00 EA 5/4X6X8 THOMPSONIZED PREMIUM / Y 55.98 541.86 R12 731-867 3.00 EA 2X4X8 SELECT CEDAR / Y $6.20 $18.60 R13 731-867 3.00 EA 2X4X8 SELECT CEDAR / Y S6.20 518.60 R14 462-152 5.00 EA 2X6-JOIST HANGER / Y 50.39 51.95 R15 735-002 1.00 EA GREEN 5L6 2 1/21N DECKMATE DECK SCRW/ Y S 19.97 $19.97 R16 544-208 8.00 EA CARRIAGE BOLT-GALV. 1/2 X 8 / Y 52.29 S18.32 R17 538-892 8.00 EA HEX NUT GALV 1/2 / Y 50.17 S1.36 "" CONTINUED ON NEXT PAGE «"" Page 1 of � No. 54583 QUOTE - Continued Last Name: MCCRACKIN Page 2 of 2 NO. 54583 CUSTOMER PICKUP #1 (Continuedl REf#W30 SKU#515-664 Customer Pickup I�Ni��Call STOCK MERCHANDISE TO BE PICKED UP: ;. ; ,... ,F�EF� <: SKU ` QT�' UM ;, ;;::::::: > <:: . > > .. #�ESGRIPTIt�1'+f ;::: ... <,;: TAX,;:PR10E:�4CH ; �XTENS�QN;: R18 538-981 8.00 EA FLAT CUT WASHER GALV 1/2 / Y S0.12 $0.96 R19 929-514 4.00 EA 60L6-CONCRETE MIX / Y 51.78 $7.12 R20 735-003 1.00 EA GREEN 5L6 31N DECKMATE DECK SCRW / Y $19.97 519.97 R21 307-640 1.00 EA 61NX10FT ALUM FLASHING / Y 53.47 53.47 R22 462-810 1.00 PK 10D JOIST HANGER NAILS-150PK / Y $1.97 S 1.97 R23 229-016 1.00 BX 16D 3-1/2"HOT GALV S/T PATIO DECK 5#/ Y 55.34 55.34 R24 538-981 4.00 EA FLAT CUT WASHER GALV 1/2 / Y $0.12 S0.48 R25 928-607 4.00 EA LAG SCREW GALV 1/2 X 6 / Y 52.29 S9.16 R26 544-208 16.00 EA CARRIAGE BOLT-GALV. 1/2 X 8 / Y 52.29 536.64 R27 538-892 16.00 EA HEX NUT GALV 1/2 / Y 50.17 $2.72 R28 538-981 16.00 EA FLAT CUT WASHER GALV 1/2 / Y S0.12 S 1.92 R29 734-920 3.00 EA GREEN 1 LB 31N DECKMATE DECK SCREW / Y 54.97 S 14.91 � � � � 5545.98 END OF CUSTQMER PICKUP•REF�/W30 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES � �� 5545.98 � SALES TAX 535.49 TOTAL 5581.47 BALANCEDUE S581.47 'END OF ORDER Np; 54583' Page 2 of 2 No. 54583 • f • City of Orono 27�0 Kelley Parkway P.O. Box 66, Crystal Bay, MN 5�323 952-249-4600 Decks Buildina Permits are required for any deck or patio. Frost Footinas are required for any deck that is attached to a dewelling or gara�e that has a frost footings. Guardrails -All decks that are 30" or more above grade must be protected by a�uazdrail. Such rail shall be 36" minimum in height. Open guazdrails and stair railings shall have intermediate rails or an ornamental pattern such that a 4" diameter sphere cannot pass through. OverhanQin� Decks - Joists should not overhang beams by more than two feet, nor should beams overhana 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 w-idth. 8" maximum 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. FlashinQ - All connections bet�veen deck and dwelling shall be weatherproof. Any cuts in exterior finish shall be flashed or caulked. Joist Hanaers - Header joists more than six feet long and tail joists over 12 feet lona 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 �vood of natural resistance to decay (redwood, cedar, ect.) or approved treated«-ood. This includes posts, beams,joists, and deckina. �ecial Desi�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. Required Inspections: 1. Footinas - After holes are dug,but prior to pouring of concrete. 2. Framina - Prior to laying deckin�. Framing inspection may be done when deck is complete if deck is not enclosed underneath. 3. Final - �Vhen deck is completed. � � � �� ' � � E " ' --- -�__ �--_ � -• - - --- �_�--`---- : •E ._ - ----�--- � Ra i 1 ; � .- - - � �- � � .� . - � . 4"' Maximum � . . • . .._._- � •• M ' - •- -. . - • •. . .�, ... ._. . - . . . � • � Post ' � au or r ash any � t ' �� 11 cuts in .s�ding ,. . . . � . JOIST See joist :span ta61e Ledger to be EE�,"d for sizing joists same size as ��CKING See bean , joist size. ]" up to 2�" 'span span LEDGER 2" over 24" span table fo I ; �oists shal�l rest on both DETAILS Install ledger s i zi ng L1 p�hpw� o pa,� wi th 1 ag bol t� • bea�s. that penetratE - � � 2-1/2". bol ts. wi t , � i nto rim joi s� washers (3-1/2" ' or wall studs. bolts if beam ' � � ALTER��ATE members are 2x10 BEAM D�TAIL or larger) , POST . �"x4" up to ]2'-0" 8uilding lir 5eam span or 14'-0" . ^ost length. 6"x6" . � over these le^g�<<s. P�� or other .Grade approved fastener ` � � � w , L } E .. Concrete Backfill material •r ' �• D�e7' C ' � • Wood .post � / � - - 8" Minimum �, . . c . ,.' . . - � Poured concrete footing r o p�� . _•. � b O ��4 '�.�� . ( ' I p- � �� F007ING AL7ERNATE FOOTIPlG DETAIL ` . � NOTE: AlL t4ATERIALS USEO fOR POS75. JOISTS� 6EAHS, AND DECKING SHALL BE OF APPP,OVED W000 OF fVATURAL RESISTANCE TO DECAY OR APPROVED TREATED WOOD. ' • � . ��t�� D�CKS - SA;�PLE CALCULATIO��S FOR USIr�G T;iE SPA�� TH�LE a C�se I Solution: Rerer to table for jcist and beam sizes . �xample: a = 12' , Post Spacing = 8' - P.efer to the span table. Joist size nay be e.ithe� 2x8' s 12" G.0 � or 2x10's 16" O,C. Beam size may be either 3-2x8'x o r 2-Zx10's. Case II Solution: Use -"a" �or joist size and "a" , "b" �o ideternine beam size (The length or "b" is restrict� by z ,,.►,� b f both the length or "a" and the size o� the joists) . �� I —� ; cx a�ple: a = 8' , b = 2' , Post Spacing = 10' � � rind the joist size required by looking under 8' on the � table. Joist ler.ath is irdiczted as 2x6' s i6" O.C. or 2x8's 24" O.C. For s� zir.g tne bean, use a jois� ieng�n o; � 10' (8' � 2` = 10' ) and a pos� soacing o` 10' . The ta bie � indicates that 4-2x8 ' s or 3-2x10' s ar2 required �or t�e bez��,. Case III Solution: Use "a" or "b" , whichever is gre�ter, to � dete �� ine jois� sizc. Us? "a" ; �"b" to deter,?1in2 the size o� Be�� P1o. 1 ard use joist lengtF� "b" to det�;,��ire the � � � b size o� Be�n h'o. Z. •. I �x�mple: �. = 6' , b = 7 ' , Post Spacirg = 9 ' i � � �+'" ihe joist length (7 ' } is det�i'^1Re� by �h? lonc_;� s�an jois� ` � b ) • T�`�e ta51e inGicates tnat 2x5 `s 1 "0" O.C. cr 2xo ' s 2�" C.0 J zre requi r`d for a 7 ' sp�n. r'o; 8��:,� P�c. 1 , us� �oi s� i enc�, ` 3�_..-� i 3e�n 2 ot 13 ' (6' 1 7 ' = 13 ' ) ard pes� spacing or" 9' . The �abla , ; ; indicates that 3-2x10' s cr 2-2x12's are reGuired TOr SeaR P�o . i . :or Se�� r{o. 2 �se joist length or 7' witn a �post s�aE�ng of ° ' . ihe table indicates that �-2x6's cr 3-Zx8'; are required fcr Be::�;� ho. 2. __ ' �cS2 TY Solution: Use `�Z�� Ot' `�b�� , Wf11Ch?V?T' 1S gre�t�t", �0 d��ernine j075i. SiZ?. �.�5� °c�� b`� �0 deterr;ine tf'? S1Z� Ot 8edm H0, I cfla "v�� T ��C`� t0 GE�21"'i�17t1? i,he S1Z� OT �EZti1 �i0 . 2. ir,e len �n or "c" is restric�.. L y " " � 9y �d by botn �he 1 en;�h or b and the size of the joist) . �� a I b f c ( � c"xa„�ple: z = 7 ' , b = E ' , c = 2' , Post Spacing = 12 ' � . =� � ihe longest joist span is 2 ' ; therer'ore, the table irdicates � that 2x6's 16" O.C. or 2x�'s 24" O.C. are requir�d. �or y0• � �y0• 2 Bean t�o. 1 , use joist lergth or 15 ' (7 ' + 8 ' = 15') and �e�� eam post spacing o` 12' . The �able indicates th�t 3-2x12 ' s ar2 i required for Bez:�, No. l . �or 3eam tlo. Z, use joist length o� � l0` (8' � 2' = 10' ) and post spacing or 12' . The table . irdicates that 3-2x10's cr 3-2x12's ar.e required. for _ 6ezn Ho. 2. � . . �{OTES : Post size must be ade�uate to provide full �beam bearing, ie. , �one-member� ard two-manber beams rust be placed on a 4x4 post, three-member beans must be � place� on 4x6 or 6x6 posts, and four-menber beams must be p]aced` on 8x8 posts. Most of the boxes in tt�is tabl�e contain two optional means of .support. Wood.. manbers may be increased above those indicated in the table, but in no event nay ]esser members be used. � ` ' JO�S�' LEf�C��"� � 6� �� 8� 9� 1�� 11" 12' ]3' 14' ].5' 16' JOIST 2xG 16"OC 2x6 16"OC 2xfi 16"OC 2xfi 16"OC 2xE3 16"QC 2xfi 12"OC 2x10 1G"OC 2x10 12"OC . 4, •S1ZE 2xG 24"OC 2x0 24"OC 2xF3 24"nC 2x10 24"OC 2x10 24"�C 2x10 24"�C 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 1G"OC 2x12 16"OC ��M . 1 - 2x6 1 - 2x6 1 - 2xII 1 - 2x8 1 - 2xEi 1 - 2x8 1 - 2x10 - 2x 0 SIZE 1 - 2x6 1 - 2xa 1 - 2x0 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x10 1 - 2x12 1 - 2x10 1 - 2x12 1 - 2x12 JOIST 2x6 16"�C 2x6 16"OC 2x8 16"OC 2x0 16"OC 2xfJ 16"�C 2xfl 12"OC 2x10 16"OC 2x10 12"OC � � 5, SIZE 2x6 24"OC 2x8 24"OC 2xf3 74"OC 2x10 24"OC 2x10 24"OC 2x10 24"QC 2x10 1G"OC 2x12 24"()C 2x10 16"OC 2x12 16"OC 2x12 16"OC . BEAM 2 - 2x6 2 - 2x6 1 - ZxE3 1 - 2xD 1 - 2x8 1 - 2x8 1 - 2x10 1 - 2x10 SIZE 1 - 2x6 1 - 2x8 1 - 2x8 1 - 2x10 1 - 2x10 1 - 2x]0 1 - 2x1Q 1 - 2x12 1 - 2x10 1 - 2x12 1 - 2x12 JOIST 2x6 16"OC 2x6 16"OC 2x8 16"OC 2x8 16"OC 2xti 1G"OC 2x8 12"OC 2x10 16"OG 2x10 12"OC 6, SIZE 2x6 24"OC 2x8 24"OC 2xa 24"OC 2x10 24"OC 2x10 24"OC 2x10 24"OC 2x10 1_6"OC_ 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC BEAM 2 - 2x6 2 - 2xG 2 - 2x0 2 - 2xa 2 - 2x8 Z - Z�u 2 - 2x10 2 - 2x10 2 - 2x10 2 - 2x10 SIZE 2 - 2x6 1 - 2x8 2 - 2x8 1 - 2x10 1 - 2x10 1 - Zx10 1 - 2x10 1 - 2x12 1 - 2x12 1 - 2x12 1 - 2x12 JOIS7 2x6 16��OC 2x6 1G��OC 2xa 1G"OC 2x4 1G��OC 2xd 16��nC 2xII 12'�OC 2x10 16��OC 2x10 12"OC �, SIZE 2x6 24"OC 2xE3 24"OC 2xf3 24"OC 2x10 24"OC 2x10 24"OC 2x10 24"nC 2x10 16"OC 2x12 7.4"OC 2x10 1G"OC 2x1Z 16"OC 2x12 16"OC [3EAM 3 - 2x6 3 - 2x6 2 - 2xi3 2 - 2x4 2 - 2xEl 3 - 2x(l 2 - 2x10 2 - Zx10 2 - 2x10 2 - 2x10 SiZE 2 - 2x6 2 - 2xE3 2 - Zxa Z - 2x10 2 - 2x10 2 - Zx10 2 - 2x10 1 - 2x12 2 - 2x12 2 - 2x12 2 - 2x12 � JOIST Zx6 16"OC 2x6 16"OC 2xf3 16"OC 2x4 16"OC 2xfJ 1G"OC 2xf3 12"OC 2x10 16"OC 2x10 12"OC � 8, SiZE 2xG 24"OC 2x8 24"OC 2xD 7.4"OC 2x10 Z4"OC 2x10 7.4"�C _?.x10 24"(1C 2x10 1G"pC 2x12 24"OC 2x10 1G"OC 2x12 1G"OC 2x12 1G"OC BEAM 3 - 2x6 3 - 2x6 3 - 2xG 3 - 2xt3 3 2x(3 3 - 2x8 3 - 2xU 2 - 2x10 3 - 2x10 3 - 2x10 3 - 2x10 V SIZE 2 - 2x8 2 - 2x8 2 - 2xf3 2 - 2x10 2 - 2x10 2 - 2x10 2 - 2xlQ 2 - 2x12 2 - 2x12 2 - 2x12 2 - 2x12 aJ01ST 2x6 1G"OC 2x6 16"OC 2xf� 1G"OC 2xa 16"OC 2xfl 16"nC 2x8 12"OC 2xlu 16"OC 2xlp 12"OC 9, SIZE 2x6 2�"OC 2x8 24"OC 2xEi 24"OC 2x10 24"pC 2r.10 24"OC 2x10 24"nC 2x10 16"OC 2x12 24"OC 2x10 16"OC 2x12 1G"OC 2x12 16"OC (n BEM1 3 = 2xG, 4 - 2x6 4 - 2xG 3 - 2xII 3 - 2xt3 3 - 2x(3 4 - 2xf3 3 - 2x10 3 - 2x10 3 - 2x10 3 - 2x 0 SIZE 2 - 2x8 3 - 2xQ 3.- 2xt3 2 - 2x10 2 - 2x10 2 - 2x10 3 - 2x10 2 - 2x1Z 2 - 2x12 2 - 2x12 2 - 2x12 � JOIST 2x6 16"OC 2x6 16"OC 2xII 16"OC 2xF3 1G"OC 2xf3 16"OC 2x8 12"OC 2x10 16"OC 2x10 12"OC � �, SITE 2x6 24"OC 2xa 24"OC 2x8 24"OC 2x10 24"OC 2x10 24"�C 2x10 24"OC 2x10 16"�C 2x12 24"OC 2x10 16"OC 2x12 16"OC 2x12 16"OC QEAN 4 - 2x6 3 - 2xf3 3 - 2x8 3 - 2xF3 4 - 2xEi 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 2xf3 16"OC 2xE3 12"QC 2x10 16"OC 2x10 12"OC ll, SiZE 2x6 24"OC 2xFi 24"OC 2xf3 24"OC Zx10 24"!)C 2x10 24"OC 2x10 24"(1C 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 - Zx12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 JOIST 2x6 16"OC Zx6 16"OC 2xt3 16"OC 2xf3 16"OC 2xa 16"OC 2xEi 12"OC 2x10 16"OC 2x10 12"OC �, SIZE 2x6 24"OC 2x0 24"OC 2x8 24"�C Zx10 24';OC 2x10 24"OC 2x10 24"OC 2x10 16"OC 2x12 24"OC 2x10 1G"OC 2x12 16"OC 2x12 16"OC DEAM 3 - 2x8 4 - Zxfl 4 - 2x8 3 - 2x10 3 - 2x10 4 - 2x10 4 - Zx10 4 - 2x10 SIZE 2 - 2x10 3 - 2x10 3 - 2x10 2 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - ?x12 3 - 2x12 JOIST 2xG 1G"OC 2xG 1G"OC 2x0 1G"OC 2x13 1G"OC 2xU JG"OC 2xf3 12"OC 2x10 1G"OC 2x10 12"OC " �, SlZE 2x6 24"OC 2r.F3 2A"OC ZxA " 2x10_?4_QC 2x10 24"�C 2x10 24"�C 2x10 1G"OC 2x12 24"OC• 2x10 1G"OC 2x12 16"OC 2x12 16"OC (3EAM 3 - Zxf3 4 - 2x0 3 - 7.x10 4 - ?.x10 4 - 2x10 4 - 2x10 � S1ZE 3 - 2x10 3 - 2x10 3 - 2x1Z 3 - 2xIZ 3 - Zx12 3 - 2x1Z 3 - Zx10 3 - 2x12 4 - 2x12 4 - 2x12 4 - 2xi2 JOIST 2x6 16"OC 2xG 1G"OC 2xf3 1G"OC Zx8 16"QC 2xi3 16"OC 2xf3 12"OC Zx10 16"OC 2x10 12"OC 1�+, SfZE 2xG 24"OC 2x8 24"AC 2x8 24"OC 2x10 24"OC 2x10 24"�C 2x10 24"(1C 2x10 1G"OC 2x12 24"OC 2x10 1G"OC 2x12 16"OC 2x12 16"OC • DE�M 4 - 2x0 3 - 2x10 4 - 7.x10 4 - 2x10 4 - 2x10 EtiG. �ElU1 ENG. BE�M SIZE 3 - 2x10 3 - 7x12 3 - 2x12 3 - 2x12 3 - 2x12 3 - 2x12 4 - 2x12 4 - 2x17 4 - 2x12 REQUIRED REQUIREU dhi; table is h.isr�f on the use of Pnn�l�rrn:,i Pinr No. ; or h��r��r (treated fnr wr,�ther onrl/nr 9rounJ exposurel. r � . Acceptable Handrails - all others must be approved by the inspector. 11/" to 2�� 1�/2„ 11/,�� ,�2„ MIN. to 2" MIN. 1 '/2" ��/�� to 2�� MIN. �� 3�/z"MAX. ,� �^�v �v CV � T O �Z T C NOTE: OTHER SHAPES MAY BE ACCEPTABLE IF THEY PROVIDE AN EQUIVALENT GRIPPING SERVICE. SEE THIRD PARAGRAPH OF SECTION 3306 (i). � NOT ACCEPTABLE Handrails are required on interior and exterior stairs with � 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 returned or shall terminate in newel posts or safety terminals . The handgrip portion of handrails shall be not less than 1 1/c 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 shar� corners . � Handrails projecting from a wall shall have a space of not less than 1 1/2 inches between the wall and the handrail . . � r -- The Home Depot #2812 S�'ECIAL NOTE 13100 VALLEY VIEW RD, EDEN PRAIRIE, MN 55344 SEE ATTACHED S4-iEET (952) 949-0982 Thu Nov 15 07:58:02 2001 F'Q� ��, N�'�� Materials for Deck: CODE REQUIRE��I°�lTS Qty UOM SKU Use Description -------------------------------------------------------------------------------------------=--------------------------- 42 EA 532471 Baluster 2X2X42 CEDAR S4S BALUSTER 2 EA 184961 Beam 2X6-8FT. N0.2 PRIME PT SYP .40 5 EA 167055 Decking 5/4X6X8 STK CEDAR 3 EA 731867 H Bottom Rail 2X4X8 STK CEDAR 2 EA 705063 H Top Rail 5/4 X6' X 14' WR CEDAR DECKING 3 EA 184961 Joist 2X6-8FT. N0.2 PRIME PT SYP .40 1 EA 184961 Ledger 2X6-8FT. N0.2 PRIME PT SYP .40 4 EA 162825 Post 4X4X8 PT Y/P N0.2 .40 4 EA 264784 Railing Post 4X4-8FT. WESTERN RED CEDAR S4S 4 EA 145709 Stair Stringer 2X12-8FT. N0.2 PRIME PT SYP .40 7 EA 326626 Tread 5/4X6X8 PREMIUM THOMPSONIZED 3 EA 731867 V Bottom Rail 2X4X8 STK CEDAR 3 EA 731867 V Top Rail 2X4X8 STK CEDAR 5 EA 462152 2x6 Joist Hanger 2X6 JOIST HANGER 1 BX 735002 Baluster Screw GREEN 5L6 2 1/21N DECKMATE DECK SCRW 8 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8 8 EA 538892 Beam Nut HEX NUT GALV 1/2 8 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2 4 EA 929514 Concrete In-Ground CONCRETE MIX 60LB 1 BX 735003 Deck Screws GREEN 5LB 31N DECKMATE DECK SCRW 1 EA 307640 Flashing 61NX10FT ALUM FLASHING 1 EA 462810 Hanger Nails 10D JOIST HANGER NAILS 1 BX 229016 Joist Framing Nails 16D GALV SPIRAL PTL DECK NAIL 5L6 BX 4 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2 4 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6 16 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8 16 EA 538892 Rail Post-Nut HEX NUT GALV 1/2 16 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2 3 BX 734920 Step Screws GREEN 1 LB 31N DECKMATE DECK SCREW ------------------------------------------------------------------------------------------------------------- � �1'1"Y- OF �R O NO BUILDlNG PE tT P— tJ F�c`JICW Materials Cost of Deck: $545.98, plus sales tax INSPEC7oR Price Valid Today, 1 1/15/2001 DA1'C 12-t�.-c�� A ,:-;��.,T.�;�, This Estimate Guaranteed for 3 day(s) ❑ q�;�r��-r;:,,�y;��.'t;,";? .i �1'�?'RG1�f"i)':°��:�i�:,:i�:';:_'�-.�:;i��:�:;`e:,;,m.�D Parameters from UBC.cod parameter file. � '„�, Parameters used for Deck 1 : 60 psf live load, 48 inch footing depth. r �c, � �r�t ��:•t� 4�' , 'C � � �� ,,, ;;T �l?. J'i7fitt �a ui@ it7r` ..; !, i .i(.}:1 � dC:�' ��,) :1„�' f�.Of�lL+jis_.ir3 �:i:i i �l . � � � � � -�t�Q�O ' �E;�. h,�, � .ir.J zGni•�g Cod9. ftF['�.,"s'rB��i5 �i�C�i��iH�� u .�p;:; j..�J�QI�!Il til�fi fBVIBW. Y.EES�TNtS PLAN SET�ON 517�AT ALL TIMES File saved as: f:\dn\decks\B1506FC7.DEK Warning: S'�A�RS This is not a final design plan. Variations in building codes, 8" MAX. i2,Ai5�K 9" MtN, 7hEAD specific architectural considerations, or site conditions may 6'-8" Iv!l�i. 3��A[�F;��OM require changes to this design. You are responsible for the finai ,1T LEftS"f CNi' HAf�:D�;P�f�_ REQUIKE[� structure, code verification, material usage, and structural safety GUARt7R�lL. OPE��I S{UE5 of this design. Be sure to check and verify the design with your local architect and building inspector. — ;a t�;iF�'L��A(�__� The Company assumes absolutely no responsibility for the correct use of this program. All output should be examined by a 3F" ��r'j- �"a r"�i'--�T qualified professional to determine if they are reasonable and 4" PJ11aX. vr��E=_+`��``'��"a accurate. �� E4tx�.,►� s�l11=A� « Yy�,p(icl3 'rt'L�f�vN 30'� Q Fr (,RAcl�l: CONSUMER INFORMATION SHEET This wood has been preserved by pressure treatment with an EPA-registered pesticide containing chromated copper arsenate (CCA) to protect it from termite attack and decay. Wood treated with CCA should be used only where such protection is important . CCA penetrates deeply into and remains in the pressure-treated wood for a long time . Exposure to CCA may present certain hazards . Therefore, the following precautions should be taken both when handling the treated wood and in determining where to use or dispose of the treated wood. USE SITE PRECAUTION FOR CCA PRESSURE-TREATED WOOD * Wood pressure-treated with CCA preservatives may be used inside residences as long as all sawdust and construction debris are cleaned up and disposed of after construction. * Do not use treated wood under circumstances where the preservative may become a component of food or animal feed. Examples of such sites would be structures or containers for storing silage or food. * Do not use treated wood for cutting-boards or countertops . * Only treated wood that is visibly clean and free of surface residue should be used for patios, decks and walkways . * Do not use treated wood for construction of those portions of beehives which may come into contact with the honey. * Treated wood should not be used where it may come into direct or indirect contact with public drinking water, except for uses involving incidental contact such as docks and bridges . HANDLING PRECAUTIONS FOR CCA PRESSURE-TREATED WOOD * Dispose of treated wood by ordinary trash collection or burial . Treated wood should not be burned in open fires or in stoves, fireplaces or residential boilers because toxic chemicals may be produced as part of the smoke and ashes . Treated wood from commercial or industrial use (e .g. , construction sites) may be burned only in commercial or industrial incinerators or boilers in accordance with state and Federal regulations . * Avoid frequent or prolonged inhalation of sawdust from treated wood. When sawing and machining treated wood wear a dust mask. Whenever possible, these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from treated wood. * When power-sawing and machining, wear goggles to protect eyes from flying particles . * After working with the wood, and before eating, drinking, and the use of tobacco products, wash exposed areas thoroughly. * If preservatives or sawdust accumulates on clothes, launder before reuse . Wash work clothes separately from other household clothing. * Treated wood should be dry before handling. EPA Approved ' The �Home Depot #2812 , 13100 VALLEY VIEW RD, EDEN PRAIRIE, NIls 55 Thu Nov 15 07 : 58 : 05 2001 File saved as : f : �dn\decks�B1506FC7 . DEK Deck Dimensions for Deck 1 - no � yi , � \Q X � �o ,\� Z \v h AlD ��V- ,� \� 4 ' il �� ' � � � I � I I , I !� ■ i __ _ __ _ _ IDeck 1', 5� 5�� I � 4 � � 4 ' � II � Joist Spacing = 16 in. o.c. Railpost Spacing = 96 in. o.c. , Baluster Spacing = 3 in. , Toe Spacing = 3 in. , Railing Height = Stair 1: Rise = 7 in. , Run = 11 in. The Home Depot #2812, 13100 VALLEY VIEW RD, EDEN PRAIRIE, MN 55344, (952) 949-0982 Thu Nov 15 07:58:10 2001 File saved as: f:\dn\decks\B1506FC7.DEK Construction Specifications Deck 1: Construction Method = Beam to Side of Post Footing Type = In-Ground ' Live Load = 60 Dead Load = 10 Decking Spacing = 0.125 in Joist Spacing = 16 in Beam Spacing = 24 in Post Spacing = 48 in Decking = 5/4X6 Untreated Western Cedars No. 2 Beams = 2X6 .40 prime Southern Pine No. 2 Joists = 2X6 .40 prime Southern Pine No. 2 Posts = 4X4 .40 Treated Southern Pine No. 2 Deck Height = 54 in Diagonal Bracing = No Deck Skirt = No Joist Overhang = 12 in Beam Overhang = 12 in Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = Pref Joist Size = none Pref Beam Size = none Pref Post Size = none Stair 1: Step Width = 48 in Step Height = 53.8125 in Step Rise = 7.6875 in Step Run = 11 in Stringers = 2X12 .40 prime Southern Pine No. 2 Risers = 1 X6 .40 Treated Southern Pine No. 2 Treads = 5/4X6 .40 Sealed Southern Pine No. 1 Railing 1: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Toe Space = 3.75 in Railing 2: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Toe Space = 3.75 in Railing 3: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Toe Space = 3.75 in Railing 4: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Toe Space = 3.75 in The� Home Depot #2812 , 13100 VALLEY VIEW RD, EDEN PRAIRIE, NIl1 55 Thu Nov 15 07 : 58 : 05 2001 File saved as : f : �dn�decks\B1506FC7 . DEK Post Layout for Deck 1 � � M � ! � -�_ ; � q � 2�� 4 � 2�� I � �, � � ' I 2�1I � � I'2 � 11"��--- � � �11�� - ---- -------- ----- - - ----- ----- ---- ----�------------- --- BasePointl ' rn c r) The • Home Depot #2812 , 13100 VALI,EY VIEW RD, EDEN PRAIKIE, NIl1 55 Thu Nov 15 07 : 58 : 05 2001 File saved as : f : �dn�decks�B1506FC7 .DEK Deck Layout �� ■ QUOTE Page , of z No. 54583 � r-------------------------------� Store 2812 EDEN PRAIRIE Phone: (952) 949-0982 � � i . i 13100 VALLEY VIEW RD Salesperson: MJS42 � �.. , � EDEN PRAIRIE, MN 55344 Reviewer: i i i i i •i i i i i Name Home Phone � Q U O T E j ' I I . MCCRACKIN BILL (952) 380-0230 ; ; Address 4355 CHIPPEWA LANE Work Phone I I (612) 867-8867 i i ORNO Company Name i i � i i c'�y MAPLEPLAIN Job Description DECK i I scace MN Z'P 55359 co""`v HENNEPIN �2001-I1•15 08:01 � ;Prices Valid Thru: 1112212001 � L_______________________________J MERCHANDISE AND SERVICE SUMMARY merc�ian��'�se sofa�otcusiomerse quantities of CUSTOMER PICKUP #1 ' REF�w3o SKU#515-664 CustomerPickupl�NillCall STOCK MERCHANDISE TO BE PICKED UP: ; , , : ; , ��# '. . s�u . . ar� u M ;: � ;: ;.;>;>::::.:;::;;;:::. . :.. . : :..:: .. .:.. O�SCRII� IQI�t , ;:::>:::>::;..:';::: TA�..t'A1C��ACH : �XTEAISlt3N. ' _.. ._ R01 532-471 42.00 EA 2X2X42 CEDAR S4S BALUSTER / Y $2.21 592.82 R02 184-961 2.00 EA 2X6-8FT. N0.2 PRIME PT SYP .40 / Y $4.78 59.56 R03 167-055 5.00 EA 5/4X6X8 SELECT CEDAR / Y 57.76 538.80 R04 731-867 3.00 EA 2X4X8 SELECT CEDAR / Y S6.20 S 18.60 R05 705-063 2.00 EA 5/4 X6' X 14' WR CEDAR DECKING / Y $14.20 S28.40 R06 184-961 3.00 EA 2X6-8FT. N0.2 PRIME PT SYP .40 / Y $4.78 S 14.34 R07 184-961 1.00 EA 2X6-8FT. N0.2 PRIME PT SYP .40 / Y $4.78 54.78 R08 162-825 4.00 EA 4 X 4 8' #2 SYP .40 / Y 53.99 515.96 R09 264-784 4.00 EA 4X4-8FT. CEDAR S4S / Y 514.48 S57.92 R10 145-709 4.00 EA 2X12-8FT. N0.2 PRIME PT SYP .40 / Y 59.87 $39.48 R11 326-626 7.00 EA 5/4X6X8 THOMPSONIZED PREMIUM / Y S5.98 S41.86 R12 731-867 3.00 EA 2X4X8 SELECT CEDAR / Y $6.20 518.60 R13 731-867 3.00 EA 2X4X8 SELECT CEDAR / Y 56.20 518.60 R14 462-152 5.00 EA 2X6-JOIST HANGER / Y S0.39 $1.95 R15 735-002 1.00 EA GREEN 5LB 2 1/21N DECKMATE DECK SCRW/ Y S 19.97 $19.97 R16 544-208 8.00 EA CARRIAGE BOLT-GALV. 1/2 X 8 / Y 52.29 S18.32 R17 538-892 8.00 EA HEX NUT GALV 1/2 / Y $0.17 51.36 ' •"' CONTINUED ON NEXT PAGE""" " Page 1 of 2 No. 54583 QUOTE - Continued Last Name: MCCRACKIN Page 2 of 2 N�. 54583 CUSTOMER PICKUP #1 ' IContinuedl REF//W30 SKU J/515•664 Customer Pickup I�Ni��Call STOCK MERCHANDISE TO BE PICKED UP: ,. ; ,.: ;;RE��`:' SK4J ;; QTY'. UM ;; ; , ;; D�SCRIPTIOI�f ' '�'AX:`f'�tiG�:�ACN :;.E}�T�hJ�S1alU :. _.. . _ _...... R18 538-981 8.00 EA FLAT CUT WASHER GALV 1/2 / Y 50.12 50.96 R19 929-514 4.00 EA 60LB-CONCRETE MIX / Y $1.78 $7.12 R20 735-003 1.00 EA GREEN 5LB 31N DECKMATE DECK SCRW / Y S 19.97 $19.97 R21 307-640 1.00 EA 61NX10FT ALUM FLASHING / Y 53.47 53.47 R22 462-810 1.00 PK 10D JOIST HANGER NAILS-150PK / Y S 1.97 S 1.97 R23 229-016 1.00 BX 16D 3-1/2"HOT GALV S/T PATIO DECK 5#/ Y $5.34 55.34 R24 538-981 4.00 EA FLAT CUT WASHER GALV 1/2 / Y S0.12 50.48 R25 928-607 4.00 EA LAG SCREW GALV 1/2 X 6 / Y $2.29 59.16 R26 544-208 16.00 EA CARRIAGE BOLT-GALV. 1/2 X 8 / Y 52.29 536.64 R27 538-892 16.00 EA HEX NUT GALV 1/2 / Y $0.17 52.72 R28 538-981 16.00 EA FLAT CUT WASHER GALV 1/2 / Y S0.12 S 1.92 R29 734-920 3.00 EA GREEN 1 LB 31N DECKMATE DECK SCREW / Y $4.97 S 14.91 � � � � S 545.98 END OF CUSTOMER PICKUP-REF#W30 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES � ' � ' � � S 545.98 SALESTAX S35.49 TOTAL $581.47 BALANCEDUE 5581.47 'END OF ARDER No.' 54583 Page 2 of 2 No. 54583