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Home My WebLink About2010-00412 - new structure �• � CITY OF ORONO PERMIT NO.: 2010-00412 2750 KELLEY PARKWAY ORONO, MN 55356- DATE IssuEn: 06/17/2010 952 249-4600 FAX: 952 249-4616 ADDRESS : 3980 CHERRY AVE PIN : 08-117-23-33-0026 LEGAL DESC : CRYSTAL BAY VIEW : LOT 000 BLOCK 005 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENT[AL CONSTRUCTION TYPE : SINGLE FAM[LY ACTIVITY : 101-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 265,500.00 NOTE: SEPERATE PERMITS REQUIRED: PLUMBING,MECHANICAL,FIREPLACE,GLECTRICAL(STATE) ADVANCE PLAN REVIEW PAID 6/1/10$979.39 2010-00411 ESCROW PERMIT-2010-00446 ESTIMATED CONSTRUCTION VALUE INCREASED. PLAN REVIEW FEE REVISED. ADDITIONAL$354.90 DUE ON THIS PERMIT. SAC$2100.00 SEWER CONNECTION FEE FOR HOOKUP TO 1965-LS-lA NAVARRE SEWER$6700.00 APPLICANT PERMIT FEE SCHEDULE 2,052.75 SCHULTZ, KEVIN PLAN REVIEW 354.90 5620 GIRARD AVE N ' MINNEAPOL[S, MN 55430- STATE SURCHARGE(VALUATION) 132.75 S.A.C. 2,100.00 TOTAL 4,640.40 OWNER SCHULTZ, KEVIN 5620 GIRARD AVE N M[NNEAPOLIS, MN 55430- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additionai or related work which requires sepazate permits. All provisions of laws and ordinances governing[his type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring ail required inspections are requested in conformance with the State Building Code.This permit may be revoked at a y t for du Y' e� � - ��? �2�r110 l� / � /C� plicant P itee Signature Date Is e By Signature Date SEPARATE PERMITS REQUIRED FOR WORK HER THAN DESCRIBED ABOVE. t' . �lty ��f l�T^GYiG 2750 Kelley Parkaay Orono I�I 55s'S6 952-249-45�70 Receipt No: 3.00c771 Jun 17, 201ta Kevin Schultz City �f Ororro �750 Kelley Par�kway Permits Orano MN 55356 �5�-�49-4EGU c'�10-00412 3980 Cherry Av 2,45c^.75 Aeceipt No: 3.G02772 1un 17, �010 � IG1-3251U Kevin Schultz Building Peru�its Per�its �Glt�-GU412 398U Cherry Av 354,94 Sewer C�nnection Fee • e tDifference) 1p1-34410 Area #3-Navar��e G,7��;.:::: Plar� ChecklSite Exam Fees fiU2-37691 � Permits 5ewer C��nnection Fee 2G1C�-t►U412 398U Cherry Av 13^c.75 Total: ��fi,7UU.Ut1 e lUi-c^UB�� Check � � Due to gavts-State Check Na: 7859 5,70�,c� Germits Gayor: 2G1�-OU412 3980 Cherry Av c,1Ucl,pp Kevin S�hultz 1U1-208p9 Tutal Rpplied: 6,700.4G 5AC Charges due to MI�C ---"'�--�-� ____________ Change Ter�ered: .00 Tatal: 4,b4G.4t3 =___________ ' Check � � - Duplicate Cvpy Check Ni,: 7859 4��j,y� . Aayor: C�/17/1p (13:59PM Kevin Schultz Tatal Applied: 4 640.46 , ------------ Char�ge Tendered: ,�p Duplicate Copy 06/17/14 03:59PM I . �� /� � S,�w�- City of Orono �?�`� h��k�' Building Permit Application for New Structures or Additions � �� swc� -_� Mailing Address: Permit number: aDl�� v�,� PO Box 66 / ;� 0 :\ � Crystal Bay, MN 55323-0066 Date received: (�'�"�a ��'� Received by: 6� a �� '�..-``. �. Street Address:� � ` � �'.�,L��y�,�� 2750 Kelley Parkway Plan fevie fee: � Q�t �� `�gE5I`o� Orono, MN 55356 ,op _ 47�.3 y -- � Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us �dd� Qih, This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) -��>>�/.9C.�� GENERAL INFORMATION: �nUvc+P�l a,bo✓e� Job Site Address: 3980 Cherry Avenue Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes X❑ No If yes,a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: Kevin R. Shultz (owner & builder) State License# Expiration Date: Phone: _952-920-5555 (office) 612-710-4656 (cell) MailingAddress: 5620 Girard Avenue North City:Minneapolis ZIP: 55430 Contact Person: Kevin Shultz Applicant is: Contractor / Homeowner (CircleOne) Email and/or Fax: kevinrshultz@gmail .com PROPERTY OWNER INFORMATION: Name: Same as applicant Phone(day): Address: City: ZIP: Email and/or Fax ARCHITECT/ENGINEER INFORMATION: Name: Krebs Drafting and Design (Rick Krebs) Phone(day): 9 52-44 5-57 8 7 Address: 1291 Diamond Court City: Shakopee ZIP: 55379 Email and/or Fax: r�krebsf ami ly@j uno.com PROJECT INFORMATION: 1.Type of Project 2. Proposed Use 3.Structure Type 4.Sewage Disposal& Water Supply � New Construction �Single Family with � Residence ❑Addition attached garage ❑ Garage/Accessory Bldg. � Pubfic Sewer ❑Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/Commercial ❑ Private Sewer ❑ Other: (specify) ❑ Multiple Family/Condo ❑Warehouse ❑ Public ❑ Storage ❑ Public Water **Any earth movement may require ❑Commercial ❑ Other(specify) MCWD review&permits. ❑ Industrial � Private Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (speCify) 18202 Minnetonka Blvd Deephaven, MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.or Estimated Construction Valuation (excluding land) $ 175 , 000 . 00 Last Updated: 9/29/2009 , - 17- ' �,U � �� b�'1�,�5� � STRUCTURE INFORMATION: 1. Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length(ft.)= Number of bedrooms= �-� ��b�� Wood/Frame Z Ut,s�t�. ❑ Masonry b.Width(ft.)= Number of garage stalls: ❑ Metal Attached= 7 ❑ Pole Bidg. Areas in square feet Detached= � ICF �On-site Prefab c. Basement= ❑Off-site Prefab d. 15�Story - ❑Other(please specify): e.2"d StOry= f. '/z Story = g.Totai Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed A licable �1 ❑ Permit A lication � ❑ Pro osed Buildin Plans � ❑ MN State Ener Code Calculations and Mechanical Code Re uirements Form - �/V1 tl. ❑ ❑ Surve meetin all re uirements ❑ ❑ Stormwater Pollution Prevention Plan ❑ ❑ Hardcover Calculation s ❑ ❑ Se tic S stem Site Evaluation Re ort ❑ ❑ Access Permit ❑ ❑ Wetland Buffer Im rovement Plan ❑ ❑ En ineered Plans for Retainin Walls 4 feet or above ❑ ❑ Plan Review Fee ❑ ❑ Other APPLICANT ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. -�- .- �� r ,��._. , .' CX �� / .J ��2�(U ApplicanYs Signature: Zti!/ Date: Last Updated: 9/29/2009 - 18- Plan Review Checklist for New Structures / Additions Address/ PID/ Legal: �(� /"i � � Description of work: �{�{� //' � � Septic review by: 1 Date Approved: Zoning review by: Date Approved: ' / U Building review by: �- Date Approved: �'�" lb "�J Grading review by: �� Date Approved:� �� `� Zoning File#: � Resolution#: Resolution Date: �'1 �0 Zonin District Fire De artment Post Office School District Zoning: Lot Area: V � SF AC Width: � Depth: Survey Submitted: s 0 No Date of Survey: Pro o Setbacks: ront Lake) Rear treet) ( N S E W ( N S E W ) Other Buildings Wetland Side Si e � Building Defined Height: 7i( •Z Building Peak Height: #of Stories Ok?: Y S FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: START WITH the distance between the basement floor!crawl START the distance between the slab and the highest �� space floor and the highest roof peak,the top of WITH roof peak,the top of the cornice of a flat roof, the cornice of a flat roof, the deck line of a the deck line of a mansard roof, or the mansard roof, or the uppermost point on a round uppermost point on a round or other arch-type or other arch-t e roof roof S A half the distance between the highest window and SUBTRACT half the distance between the highest window o hi hest roof eak of a itched roof and hi hest roof eak of a itched roof � SUBT�ACT the distance between the basement floor/crawl ADD the distance between the slab and the highest o `� space floor and the highest existing grade within existin rade within the foundation the foundation or 10 feet,w � h ver is less EQUALS Defined buildin hei ht EQUALS Defined buildin hei ht Lot Coverage: V � F % Shoreland District MCWD Permit Received Avera e Lakeshore Setback Bluff 0 Yes 0 No O N/A � Yes o Yes 0 No � Yes �/A Permit Number: Setback: Hardcover Zones Existin Proposed Variance Required CUP Re ire 0-75' Yes � No 0 Yes o 75-250' Type(s)� Type(s): 250-500' �- , 0 �N� W� L� 500-1000' � REMARKS (in-house): � Updated: 09/11/2009 z:\forms\plan review checklist.docx Fees to be Charged YES NO Permit �/ Plan Review �/ State Surcharge Investigation Fee �' SAC- Number of SAC Units 1 �/ � Sewer Connection (�,�t��L� �" N Water Connection %� Park Fee Site Inspection Other(specify) Miscellaneous Fees Calculated By: m P� -rv�.ti.,,, ,a ,,_� Square Foota e $ per Square Foota e Basement l 9 Ss. �y S" X = $ _i,' . S 2 1S' Floor Z � � ( . �'r " V 1 b � � I � �G. �� 2nd FlOor X = $ Garage � � `� �S X 3-1 . 3 = $ �l Z `�3',w,. ., Z Estimated Construction Value: $ �=- 'j� '^', ��'�� Orono Inspections Required Wo�k Requiring Separate Permits Required State �ermits � Site Plumbing 0 Grading / Filling �'Well � Hardcover Removal ,0' Mechanical 0 Fire �Electrical �' Footing � Septic 0 Water Connection ,0' Poured Wall �Fireplace ,0''i Sewer Connection ,�'Foundation Survey 0 Masonry ,0'Lawn Irrigation ,� Radon Rock Bed „0"Mfg. .0'Framing � Other(specify) �' Insulation �'As-Built Survey �Final 0 Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: � YES ❑ NO New: � YES ❑ NO REMARKS (TO BE NOTED ON PERMiT AND INITIALLED BY PERSON PULLING PERMIT) Updated: 09/11/2009 z:\forms\plan review checklist.docx Barb Silus From: Scott Oberaigner Sent: Wednesday, May 12, 2010 8:53 AM To: Melanie Curtis; Monica Fadness; Rachel Dodge; Barb Silus; Lin Vee; Mike Gaffron Subject: 3980 Cherry Ave sewer hook up fees 3980 Cherry Ave will be hooking up to sewer on Cherry Ave. Fees are $6,700.00 hook up to 1965-LS-1A Navarre sewer. SAC$2,100.00. TOTAL FEES for 3980 Cherry Ave. $8,800.00 Scott Oberaigner Utilities Supervisor 2700 Kelley Parkway Orono, MN 55356 Main (952) 249-4600 Office (952) 249-4680 Fax (952) 249-4616 1 Jul 09 1� 10: 44a p. l ITCO ALLIED ENGINEERING COMPANY AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsrte and Laboratory Testing, Geofechnica/Seryices, Commercial, Residenfia!and Municrpal 7125 West 126`h Street, Suite 500, Savage, Minnesota 55378 � Telephone: 952-890-7366 � Fax: 952-890-5883 July 8, 2010 ' , Mr. Kevin Shultz Cell: 612-710-4656 5620 Girard Avenue North Brooklyn Center, Minnesota 55430 RE: 3980 Cherry Avenue Orono, Hennepin County, Minnesota As requested, a site visit was made on July 7, 2010 at 10:12 A.M, to evafuate and test soils for footing placement, at a single-family residence under construction. At the time of the inspection, all . footings had bee� poured, with the exception �f a 10 foot section at the east end of the south . footing line. The referenced area had been formed for a standard strip footing, at 21" x 12" and reinforced with (2) - #4 rods. Soils providing support for the footing line consisted of approximately 2 '/2 to 3 feet of fine loamy sand engineered fill, underlain by native clay soils. To assess the strength of the granular fill, a 5/8`h inch diameter smooth probe was used to penetrate the base of the footing line at randort�. With fulf body weight applied, the probes indicated penetration, consistent with soils of acceptable consolidation. To evaluate the native soils below the footing fifl zone, a 1 5/8'h inch diameter fluted hand auger probe was put down at the base of a sump excavated at the southeast comer of fhe pad. The test was conducted at approximately 4 '/ feet be{ow'footing elevation, pe�etrating 2 fee�of a stiff, mottled, and cohesive soil. The load bearing capacity of the engineered fill providing support for the proposed footing was evaluated with a dynamic cone penetrometer test. The dynamic cone penetrometer (DCP), employs a eight kilogram (17.6 pound) hammer to drive a 20 millimeter diameter conical point into the soil, with the penetration recorded in millimeters per blow. From the DCP readings, a per blow, penetration a�erage was recorcie� and a N-value deriveci. This N-value is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. , DCP Test —Mid-point of unpoured section (East End South Footing) � DCP Depth Per Blow Avc�. / N-Value Estimated Load 469 MM (18.5") 24.6 MM / N-12 3975 PSF In our opinion, the observed and tested soils are acceptable, and would be expected to meet an assumed minimum bearing capacity requirement 2000 PSF for the proposed construction. Our observations and subsequent soi! assessment on this date is limited in scope to soil conditions for the zone of engineered fill, and subgrade soils within a shallow sump excavation, as evaluated Jul 09 10 10: 44a p• Z i ;i �: by a dynamic cone penetrometer test, and a shallow hand auger probe. Therefore, we are unable to assess sub-grade soils at depths, which may be encoUntered by borings conducted as part of a standard subsurface geotechnical investigation. . Sincerely, Itco Allied Engineering Company Reviewed By_ . . I� C-a-"�"" ��`-'�-��. � ary Standish Robert P. Sullentrop, P.E. Senior Inspector Minnesota Reg. # 17823 CC: City of Orono Building Inspections (Fax: 952-249-4616) #701 - 1 / #605— 1 1/4 / #6�0— Ya I #304 (1) DCP / #612 — 50 �: , i„� i , �� 1 , ' i ; � � � , � � { 1 ' . r . ;. ; ', , � I , i � i tI , KREBS DRAFTING AND DESIGN RICHARD KREBS ; ��'� i �� E 15 Apr 2010 4:15 am 1291 DIAMOND CT , SHAKOPEE, MN. 55379- (952�145-5787 `��w�� "� � FASTBeamO Engineering Analysis 01996-2009 Geor�-Pacific Corporation Version: 10.1 _ Project : PLAN 10-6.FBD � KEVIN SHU�T2 Mark#: Beam -Floor1 BILLIARDS WND Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL= LI360 TL= LI240 . , psi 3.0", 625 psi LOADS Project Design Loads:Floor.Live=40 psf,Dead=10 psf,�Roof.�Live=40 psf,Dead=15 psf. Live+Dead Ld�T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts Ends Additional lnfo 1 Uniform(plfl 600 480 100% 0 0'0" 7'4 1/8" FLOOR 2 Uniform(pl� 90 0 100% 0 0'0" 7'4 1/8" WALL 3 Partial(pl� 1045 760 115% 0 0'0" 2'5 13/16" ROOF 4 Partial(plfl 1045 760 115% 0 6'6 5/16" 7'4 1/8" ROOF 5 Concentrated(Ibs) 2090 1520 115% 0 2'S 1/16" KITCHEN WND 6 Concentrated(Ibs) 2090 1520 115% 0 6'7 1/16" KITCHEN WND Uniform(pl� 9 0 0 0 7'4 1/8" Self Weight *Dimensions measured from left end when span#is 0,otherwise, from!eft end of the specified span. SUPPORTS(lbs) � 2 Max R'n 5252 5244 Max 100% 1763 1763 ' Max 115°� 2778 2771 Min R'n 1846 1843 Min 100% 1763 1763 Min 115°/a 2778 2771 DL R'n 1846 1843 Min Brg(in.) 2.40 2.40 [Based on bearing stress belowj Brg Str(psi) 625 625 DES/GN Value Span X Group Allow LDF Ratio V(IbS) 3916 1 0'2" 61 7266 115% 0.54 M(ft-Ibs) 8514 1 2'5" 61 15014 115°/a 0.57 LtRn(Ibs) 5252 0 0'0" 61 6562 0.80 See Note#4 RtRn(tbs) 5244 0 7'4" 61 6562 0.8Q See Note#4 LLDefl(in.� 0.12 1 3'8" 61 024 U713 Tl.Defl(in.) 0.19 1 3'8" 61 0.37 U460 USE: GPLAM 2.OE 1.75x 9.50"2 Plies Grade selected bv user GP LAM tm Georgia-Paci�c Wood Products, LLC NOTES: 1.Des/gned in accordance with Nationa!Design Specifications for Wood Construction and applJcable Approva/s or Research Reports. 2.Provide full depth lateral support at a/l bearing/ocatlons.Allowable posifive momeni fs calcufated based on top edge with continuous lateral support. 3.Loads have been input by the user and have not been verffied by Georgia-Pac�c Wood Products LLC. 4. This reaction is based on the combination of/oads&duration factors thaf produces the highesf stress ratio and may be/ess than maximum reaction. Therefore,when reaction values are required,use Max R n from'Supports'section above. 5.Bearing length(M1n Br+y(in.))based on a/lowable stress of support material(Brg Str(psi));support materfal capacity shal/be verlfied (by others). 6. When required by the building code,a reglstered design professiona/or building official should verify fhe input loads and product application. 7. This engineered lumber product has been sized for residential use.A concentrated/oad check,per the buildfng code,must be performed for commercial uses. 8.For beams wiih loads applied equa/ly to boih plles,either top or side/oaded,nail plies together with 2 rows of 16d nails @!2" o%(one row 2"irom top,one�ow 2"from bottom). 9.For beams with loads not applied equally to al/plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residendal Floor&Roof Systems Product Guide. 10.Max/Min reactions are based on the applicaWe load combinations outlined in the notes.Summation of ma�dmin reaciions far various DOt may not match tota!maxlmin reaciion. 11.Anatysis valid for dry-use onty(less than 16%mo�sture content). ?2.Company,product or brand names referenced are trademarks or registered tradernarks of their res�ective owners. 13.Load CombinaGons:10=D,20=D+100'/,30=D+115%,40=D+f25%,50=D+133%,60=D+0.75(f00%+115%),70=D+O.fS*(fOQ'�+12596), 80=D+0.75(f00'/+115%+133%),90=D+0.T5(100%+125%+133%), 100=0.6D+133%, 110=D+Commercial Ld(100'/),120=D+0.75(100'/+133%) !4.Group=Load Combination Number+Load Pattem number.(For slmp/e span,Load pattem=1 for LL,0 fo�DL). KREBS DRAFTING AND DESiGN R(CHARD KREBS 15 Apr 2010 12:29 am 1291 DIAMOND CT , SHAKOPEE, MN. 55379- (952}445-5787 FASTBeam�Engineering Analysis 01996-2009 Georgia-Pacific Corporation Version: 10.1 ` Project : PLAN 10-6.FBD KEVIN SHULTZ ^ Mark# : Beam - Roof111 PORCH END WALL HDR Usage : Beam (Roof) Spacing (in.) : 0.0 Max Defl : LL= U240 TL= U180 Slope : 0/12 �-- �3� psi 3.0", 625 psi LOADS Project Desrgn Loads:Roof.�Live=40 psf,Dead=15 psf,� Live+Dead Ld(T) �ive Ld(L) LDF Location" # Shape @Start @End @Start(a�End Span# Starts Ends Additional Info 1 Uniform(pl� 20 0 100% 0 0'0" 8'8 1/4" GABLE WALL 2 Concentrated(Ibs) 2758 2006 115% 0 1'10" RIDGE BEAM Uniform(pi� 4 0 0 0 8'8 1/4" Self Weight `Dimensions measured from left end when span#is 0,otherwise,from left end of the spec�ed span. SUPPORTS(lbs) 1 2 Max R'n 2282 688 Max115% 1583 423 Min R'n 70� 265 Min 115% 1583 423 DL R'n 700 265 Min Brg(in.) 2.09 1.50 [Based on bearing stress below] Brg Str(psi) 625 625 DESIGN Value Span X Group Atlow LDF Ratio V(Ibs) 2260 1 0'2" 31 3633 115% 0.62 M(ft-Ibs) 4143 1 1'10" 31 7507 115°� 0.55 LtRn(Ibs) 2282 0 0'0" 31 3281 0.70 See Note#4 RtRn(Ibs) 688 0 8'8" 31 3281 0.21 See Note#4 LLDefl(in.) 0.13 1 4'4" 31 0.43 U831 TLDefl(in.) 0.19 1 4'4" 31 0.58 U558 USE: GPWM 2.OE 1.75x 9.50"1 Plv Grade selected bv user GP LAM tm Georgia-Pacific Wood Products, LLC NOTES : 1.Designed in accordance with National Design Specifications for Wood Constraction and applicabie Approvals or Research Reports. 2.Provide ful!depth latera!support at al!bear+ng/ocations.Aflowab/e positive moment is calcufated based on tnp edge with continuous lateral support. 3.Loads have been input by the user and have not been ve�ed by Georgia-Pacific Wood Producfs LLC. 4. This reaction is based on the combination of/oads 8 duration iactors that produces t/Te highest stress ratio and may be less than maximum react/on, therefore,when reaction values are requlred,use Max R`n from Supports'section above. 5.Bearing/ength(Min Brg(in.))based on a/lowab/e stress of support material(Brg Str(psi));support materia/capacity shall be veriiled (by others). 6.Roof Usage:lnstall with minimum 1/4:12 slope for adequate drainage. 7.When r+equired by the building code,a registered design professiona!or building o�cia!shou/d verify the input loads and product app/ication. 8.Max/Min reactians are based on the applicab/e/oad combfnations outlined in the nofes.Summation of maadmin reactions for various DOL may not match tofa/max/min reaction. 9.Analysis valid for dry-use on/y(less than 16%moJsture content). 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+OJ5(100%+115%),70=D+0.75'(100%+125%), 80=D+D.75(100i6+115%+l33%),90=D+0.75(100%+125%+133%), 100=0.60+133%, 110=D+Commercial Ld(100%), 120=D+0.75(100'/+133%) 12.Group=Load Combination Number+Load Pattem number.(For simple span,load pattem=i for LL,0 for DL).. __ _______ KREBS DRAFTING AND DESIGN RICHARD KREBS 15 Apr 2010 12:21 am 1291 DIAMOND CT , SHAKOPEE, MN. 55379- (952�45-5787 FASTBeamO Enqineering Analysis__�7996-2009 Georgia-Pacifrc Corporation _ Version: 10.1 _ Project : PLAN 10-6.FBD KEVIN SHULTZ Mark# : Beam -Roof11 PORCH RIDGE BEAM Usage : Beam (Roo� Spacing {in.) : 0.0 Max Defl : LL= U240 TL= U180 Slope : OH 2 I I ��i � 3.0", 625 psi LOADS Project Design Loads:Roof.�Live=40 psf,Dead=15 psf,� Live+Dead Ld(T) �ive Ld(L) LDF l.ocation* # Shape @Start @End @Start�End Span# Starts Ends Additional Info 1 Uniform(pl� 385 280 115% 0 0'0" 14'0" ROOF Uniform(plfl 9 0 0 0 14'0" Self Weight 'Dimensions measUred from left end when span#is 0,otherwise,from Ieft end of the spec�ed span. SUPPORTS(IbsJ 1 2 Max R'n 2758 2758 Max 115°� 1960 1960 Min R'n 798 798 Min 115°!0 1960 1960 DL R'n 798 798 Min Brg(in.} 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 625 625 DES/GN Value Span X Group Aibw LDF Ratio V(Ibs) 2397 1 0'2" 31 7266 115% 0.33 M�ft-tbs) 9653 1 7'0" 31 15014 115% 0.64 LtRn�lbs) 2758 0 0'0" 31 6562 0.42 See Note#4 RtRn(Ibs) - 2758 0 14'0" 31 6562 0.42 See Note#4 LLDefl(in.) 0.51 1 7'0" 31 0.70 L/331 TLDefI(in� 0.71 1 7'0" 31 0.93 LJ235 USE: GPLAM 2.OE 1.75x 9.50"2 Plies Grade selected bv user GP LAM tm Georgia-Pacific Wood Products, LLC NOTES: 1.Designed in accordance with Nationa/Design Spec�cations for Wood Construction and applicable Approvals or Research Reports. 2.Provide fu/l depth latera/support at a/l bearing/ceations.Allowab/e posifive moment is calculated based on top edge wfth continuous lateral support. 3.Loads have been input by the user and have not been ve�ed by Georgia-Pacific Wood Products LLC. 4. This reaction is based on the combination oi loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefo�,when reaction va/ues are required,use Max R'n from Supports'section above. 5.Bearing/ength(Min Brg(in.)J based on allowable stress of support material(Brg Str(psi));support material capacity sha!!be ve�ed (by others). 6.Roof Usage:Install with minimum t/4:1Y s/ope for adequate drainage. 7. When required by the building code,a registered design professiona/or building official should verify the lnput loads and product application. 8.For beams with loads applied equally to both plies,either top or side loaded,nall plies together with 2 rr�ws of 16d nails @ 92" o%(one row 2"from top,one row 2"from bottom). 9.For beams with/oads not applied equally to all plies,refer to Fasteni�g Recommendations for Side-Loaded,Multiple�Piece Members in the GP Eegineered Lumbe�Residentia/F/oor 8 Roof Systems P�oduct Guide. 10.Max/Min reactions are based on the applfcable load combinations outlined in the notes.Summation of max/min reactions ior various DOL may not match tota/maadmin reaction. 11.Analysis vatid for dry-use onty(less than 1 B%moisture contentJ. 12.Company,product or brand names referenced are trademarks or regfstered trademarks of tf►eir respecffve owners. 13.Load Combinations:1�=D,20=D+100'/,30=D+115%,40=D+125%,5�D+133%,60=D+0.75(100%+i 15%), 70=D+0.75*(100'/+125'/), 80=D+0.75(100'/+f)5%+133�),90=D+0.75(100'/+925%+133%), f 00=0.6D+133%,110=D+�mmercia!Ld(100'/), 120=D+0.75(100%+t 33%) 14.Group=Load Comb/nation Number+Load Pattern number.(For simple span,Load pattem=1 for LL,0 for DLJ. KREBS DRAFTING AND DESIGN RICHARD KREBS 14 Apr 2010 11:46 pm 1291 DIAMOND CT, SHAKOPEE, MN. 55379- (952}445-5787 FASTBeamO Engineering Analysis 01996-2009 Georgia-Pacific Corporation Version: 10.1 Project : PLAN 70-6.FBD KEVIN SHULTZ Mark# : Beam -Roof1 DNG RM PATIO DOOR Usage : B�am (Roof) Spacing (in.) : 0.0 Max Defl : LL= U240 TL= U180 Siope : 0112 3.0",625 psi 3.0",625 psi 9,3„ LOADS Project Design Loads:Roof.•Live=40 psf,Dead=15 psf, Live+Dead Ld(T) live Ld�L) LDF Location* # 3hape @Start @End @Start @End 5pan# Starts Ends Additional Info 7 Uniform(pifl 935 680 115% 0 0'0" 9'3" ROOF 2 Concentrated(Ibs) 2695 1960 115% 0 4'7 1/2" PORCH RIDGE BEAM Uniform(pi� 11 0 0 0 9'3" Self Weight "Dimensions measured from left end when span#is 0,otherwise, from/eft end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 5724 5724 Max 115% 4125 4125 Min R'n 1599 1599 Min 115% 4125 4125 DL R'n 1599 1599 Min Brg(in.) 2.62 2.62 [Based on bearing stress below] Brg Str(psi) 625 625 DES/GN Vatue Span X Group Allow LDF Ratio V(Ibs) 4669 1 0'2" 31 9080 115% 0.51 M�ft-Ibs} 16353 1 4'8" 31 22887 115°� 0.71 LtRn�lbs) 5724 0 0'd" 31 6562 0.87 See Note#4 RtRn(Ibs) 5724 0 9'3" 31 6562 0.87 See Note#4 LLDefl(in.) 0.20 1 4'8" 31 0.46 U543 TLDefl�in.) 0.28 1 4'8" 31 0.62 U392 t1SE: GPLAM 2.OE 1.75x11.88"2 Plies Grade selected bv user GP LAM tm Georgia-Pacific Wood Products, LLC NOTES: 1.Designed in accordance with Natlona/Design Speciflcations for Wood Construction and appficabie Approvals or Research Reports. 2.Provide full depth/ateral support at al/bearing locations.Allowable positive moment is calcu/ated based on top ealge with contlnuous lateral suppon. 3.Loads have been input by the user and have not been ve�ed by Georgia-Pac�c Wood Products LLC. 4. This reactfon is based on ihe combination of/oads&duration factors fhat produces the hlghest stress ratio and may be less than maximum reaction. Therefore,when reaction va/ues are required,use Max R n from Supports'seciion above. 5.Bearing/ength(Min 8rg(in.)J based on allowable stress of support material(Brg Str(psi));support material capacity shall be ve�ed (6y others). 6.Roof Usage:install with minimum 1/4:12 s/ope for adequate drainage. 7. When required by the building code,a reglstered design professiona/or building o�cial shou/d verify the input loads and produc! app/ication. 8.For beams with loads applied equally to both plies,either top or side loaded,nail plies together with 2 rows of 16d nafls�12' o%(one row 2"from top,one row 2"fiom bottom). 9.For beams with loads not applied equally to all plies,refer to Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residential Floor 6 Roof Systems Product Guide. 10.Max/Min reactions are based on the applicable load combinaHons ouUined in the notes.Summatlon of max/min reactions for various DOL may not match tota/ma�min reaction. 11.Analysis valid for dry-use on/y(/ess than 16%mo/sture content). 12.Company,product or brand names referenced are trademarks o�registered trademarks of their r�espective owners. 13.Load Combinations:10=D,20=D+100%,30=D;!15%,40=D+125%,50=D+133%,60=D+0.75(}DO%+115%),70=D+0.75"(?00'r6+125%), 80=D+OJS(100%+115%+133%),90=D+0.75(100ib+125%+133'/), 100=0.6D+133%, 110=D+Commercial Ld(f 00%), 120=D+0.75(100%+133%) 14.Group=Load Combination Number+Load Pattern number.(For slmple span,Load pattem=i ior LL,0 for DL). KREBS DRAFTING AND DESIGN R/CHARD KREBS 14 Apr 2010 11:28 pm 1291 DIAMOND CT , SHAKOPEE, MN. 55379- (952)445-5787 FASTBeamO Engineering Analysis 01996-2009 Georgia-Pacifrc Corporation Version: 10.1 Project : PLAN 10-6.FBD KEVIN SHULTZ Mark# : Beam -Roof GARAGE DOOR Usage : Beam (Roof) Spacing (in.) : 0.0 Max Defl : LL= U240 TL= U180 Siope : 0/12 3.0",625 psf 3A",625 psi 9'6' LOADS Project Design Loads:Roof.�Live=40 psf,Dead=15 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional info 1 Uniform(pifl 110 80 115% 0 0'0" 9'6" OVERHANG 2 Trapezoidal(pl� 62 220 45 160 115% 0 0'0" 5'9" ROOF 3 Partial(pif} 825 600 115% 0 5'9" 9'6" ROOF 4 Concentrated(Ibs) 4125 3000 115% 0 5'9" GIRDER TRUSS Uniform(plfl 11 0 0 0 9'6" Self Weight 'Dimensions measured from left end whert sparMt is 0,otherwise,from teft end of the specifled span. SUPPORTS(IbsJ 1 2 Max R'n 3334 5847 Max 115°k 2386 4213 Min R'n 948 1634 Min 115°� 2386 4213 DL R'n 948 1634 Min Brg(in.) 1.52 2.67 [Based on bearing stress below] Brg St�(psi) 625 625 DES/GN Value Span X Group Allow LDF Ratio V(Ibs) 4846 1 9'4" 31 9080 115% 0.53 M(ft-Ibs) 15273 1 5'9" 31 22887 115% 0.67 LtRn(Ibs) 3334 0 0'0" 31 6562 0.51 See Note#4 RtRn�lbs) 5847 0 9'6" 31 6562 0.89 See Note#4 LLDefl(in.) 0.18 1 4'9" 31 0.47 U624 TLDefl(in.� 0.25 1 4'9" 31 0.63 U449 USE: GPLAM 2.OE 1.75x11.88"2 Plies Grade selected bv user GP lAM tm Georgia-Pacific Wood Products, LLC NOTES : 1.Designed in accordance w/th Nai�ona/Design Spec�cations for Wood Construction and applicab/e Approvals or Research Reports. 2.Provide full depth/atera/support at al!bearing tocatlons.Allowable positive moment is calculateal based on top edge with contfnuous latera/suppoR. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Wood Products LLC. 4. This reaction is based on the combination of loads B duration factors that produces the highest stress ratlo and may be less than m�emum reaction. Therefore,when reaction va/ues are required,use Max R'n from'Supports'section above. 5.Bearing/ength(MJn Brg(In.))based on allowab/e stress of support material(Brg Sir(psi));suppoR material capacity shall be ver�ifled (by othersJ. 6.Roof Usage:Instal/with minimum 1/4:12 s/ope for adequate drainage. 7. When required by the buflding code,a registered design professional or building o�cial should verify the input/oads and product appfication. 8.For beams w)th loads applied equally to both plies,either top or side/oadeal,naif plies together with 2 rows of 16d nails @ 12" o%(one row 2"fiom fop,one row 2"from battom). 9.For beams with loads not app/ied equally to a!1 plies,refer fo Fastening Recommendations for Side-Loaded,Multiple-Piece Members in the GP Engineered Lumber Residentia/F/oor&Roof Systems Product Guide. 10.Ma�r/Min reactions are based on the applicab/e/oad comb/natlons out/ined in the notes.Summation of max/min reactions for various DOL may not match total mau/min reaciion. 11.Ana/ysis va/id for dry-use only(/ess than 16%moisture content). 1 Z.Company,product or brand names referenced are trademarks or registered trademarks of their respective owne►s. 13.Load Combinations:10=D,20=D�100%,30=D�115%,40=D+125%,50=D+133%,60=D+0.75(f 00'/+115%), 70=D+0.75*(400'/+725%), 8�D+0.75(J00%+115%+133%),90=D+0.75(100%+125%+133%), 100=0.6D+!33%,110=D+Commercia!Ld(100'/0),f20=D+0.75(100'/+133%) 14.Grou�=load Combination Number;Load Pattern number.jFor simple span,Load pattern=1 for LL,0 for Dt). KREBS DRAFTING AND DESIGN RICHARD KREBS 15 Apr 2010 3:43 am 1291 DIAMOND CT , SHAKOPEE, MN. 55379- (952�45-5787 FASTBeamO Engineering Analysis 01996-2009 Georgia-Pac�c Corporation Version: 10.1 Project : PLAN 10-6.FBD KEVIN SHULTZ Mark# : Beam -Floor PORCH END BEAM Usage : Beam (Floor) Spacing (in.) : Q.0 Max Defl : LL= U360 TL= L/240 . , psi . , psi 6.0", 625 psi LOADS Project Design Loads:Floor. Live=40 psf,Dead=10 psf,�Roof.�Live=40 psf, Dead=15 psf. Live+Dead Ld�T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additfonal info 1 Uniform(pl� 350 280 100% 0 0'0" 13'5" FLOOR 2 Uniform(plfl 90 0 100% 0 0'0" 13'5" WALL 3 Concentrated(Ibs) 2252 1660 115% 0 4'10 1/2" PORCH END WALL HDR Uniform(pl� 4 0 0 0 13'5" Self Weight `Dimensions measured from left end when span#is 0,othervvise,from/eR end of the specified span. LOAD PATTERNS(*=span/oaded) 1 2 � � Y * � 2 t �3 * �`.° SUPPORTS(!bs) 1 2 3 i ,f` Max R'n 1405 4758 1202 / Max 100°/a 829 2318 829 ✓ � � Max 115°/a 320 1473 0 Min R'n 432 1914 190 Min 100°k -110 1159 -110 Min 115°/. 0 0 -133 DL R'n 543 1914 372 Min Brg(in.) 1.50 4.35 1.50 [Based on bearing stress belowJ ' Brg Str(psi) 625 625 625 DES/GN ^ Value Span X Group Allow LDF Ratio V(tbs) 2629 1 6'5" 61 3633 115% 0.72 M�ft•Ibs) 2981 1 6'8" 61 5731 115% 0.52 LtRn(ibs) 1405 0 0'0" 62 6562 0.21 See Note#5 RtRn(Ibs) 1202 0 13'S" 23 6562 0.18 See Note#5 IntRn(Ibs) 4758 0 6'8" 61 6562 0.72 See Note#5 lLDefl(in.) 0.07 1 3'4" 62 0.22 U1142 TlDefl(in.) 0.11 1 3'4" 62 0.34 U749 LLDefl(in.j 0.05 2 3'4" 23 0.22 U1692 TLDefl(in.) 0.06 2 3'4" 23 0.34 U1328 USE: GPLAM 2.OE 1.75x 9.50"1 PN Grade selected bv user GP LAM tm Georgia-Pacific Wood Products, LLC NOTES : 1.Designed in accordance with National Design Speciflcations for Wood Construction and applicable Approvals or Research Reports. 2.Provfde ful/dep8►latera/suppoR at a/f bearing/ocations.Al/owable pasitive moment is cafcufated based on top edge wiih conHnuoas lateral support. 3.Allowab/e negative moment is calcu/ated based on bottom edge/ateralJy unsupported between bearing locations. 4.Loads have been input by the user and have not been verified by Georgia-Paclfic Wood Products LLC. 5. This reaction is hased on the combination of loads 8 duration factors tha!produces the highest stress ratio and may be less than m�imum reaction. Therefore,when reaction values are requlred,use Mau R n from�upports'section above. 8.Bearing/ength(Min Brg(in.))based on alfowable stress of support material(Brg Str(psi));suppoR materia!capacity shatl be verified (by others). 7. When required by the building code,a registered design professiona!or building oHicial should verify the input/oads and product applicafion. 8. This engineered/um6er product has been sized for residentia!use.A concentrated load checK,per the building code,must be performed for commercial uses. 9.Max/A4in reactions aie based on the applicable load combinations outlined in the notes.Summation of ma�min reaciions for various DOL may not match tota!max/min reaction. 10.Ana/ysis valid for dry-�se on/y(less than 76%moisture content). 1 i.Company,product or brand names referenced aie trademarks or register�d trademarks of tbeir respective owners. � _��. �� ,�� u i i uaa i i uaa i yNc �iy r iy QTREC0164808 St SCISSORS 5 1 Job Reference(optional) Midwest Truss Plant,HOLIDAY CITY,OH 7.210 s Nov 16 2009 MiTek Industries,Inc. Thu Apr 22 17:19:37 2010 Page 1 -1-0-0 0-0-0 5-G-0 11-0-0 12-0-0 1-0-0 5-6-0 _5Fi-0 _�1=0-0� 4x6= Scale=1:41.' 3 I I' 10 00 12 � 8 6 sXs= v w � � � 2 4 M 5 `i �o� �o 6.00'i12 1 4x4 G 4x4� 0-0-0 5�-0 11-0-0 - 5-6-0 SE-0 Plate Offsets(X,Y�: [2:0-1-11,Edg�, [4:0-1-11,Edge] LOADING(ps� I SPACWG 2-0-0 I CSI DEFL in Qoc) i/defl L/d I PLATES GR TCLL(roo� 35.0 �I Plates Increase 1.15 TC 0.48 I Vert(LL) -0.05 4-6 >999 240 MT20 197 Snow(Ps/Pg)32.2/50A Lumber Increase 1.15 I BC 0.37 Vert(TL) -0.11 4-6 >999 180 TCDL �� Rep Stress Incr YES WB 0.56 I Horz(TL) 0.11 4 n/a n/a ' BCDL 10.0 * I Code IRC2006/TPI2002 I (Matrix) i Weight:35 Ib _ � LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc BOT CHORD 2 X 4 SPF No2 purlins. WEBS 2 X 3 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required ! cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. � REACTIONS (Ib/size) 2=615/0-5-8 (min.0-1-8),4=615/0-5-8 (min.0-1-8) Max Horz 2=113(LC 8) Max Uplift2=-78(LC 9),4=-78(LC 10) Max Grav2=651(LC 2),4=651(LC 2) FORCES (Ib)-Max.Comp./Max.Ten. -All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-1190/0,3-7=-1014/3,3-8=-1014/27,4-8=-1190/11 BOT CHORD 2-6=0/909,4-6=0/909 WEBS 3-6=0/929 NOTES (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;90mph;TCDL=4.2psf; BCDL=6.Opsf; h=25ft;Cat. II; Exp B;enclosed;MWFRS(low-rise) gable end zone and C-C Exterior(2)zone;cantilever teft and right exposed ;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Continued on oaae 2 RECEIVED JUN 0 2 2010 CITY OF ORONO .�vu �i uaa i�uaa i yNc �.ay r iy QTREC0164808 S1 SCISSORS 5 1 Job Reference o tional Midwest Truss Plant,HOLIDAY CITY,OH 7210 s Nov 16 2009 MiTek Industries,Inc. Thu Apr 22 17�.19�.37 2010 Page 2 NOTES (12) 3)TCLL:ASCE 7-05; Pr=35.0 psf(roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=50.0 psf(ground snow); Ps=32.2 psf(roof snow: Lumber DOL=1.15 Plate DOL=1.15);Category II; Exp B; Fully Exp.;Ct=1.1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 34.6 psf on overhangs non-concurrent with other live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4. 11)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standarc ANSI/TPI 1. LOAD CASE(S) Standard � I � RECEIVED �uN a2 zo�o CITY OF ORONO s�-oo-oo _ 25-00-00 12-10-00 14-00-00 6-00-00_ 29-02-00 3 0 0 0 a � o � � v � r�'+ � .� H N M ,--i �D Lf) d' r-, � � � � X o C] )1 � C � J2 � v ^ a^o � r» �n X ) 1 ) 15 f J1 0 o C� � 0 o CJ _ _ � � C� 3 5 0 � - o q a M o - 4 5 � o � u' � 5 � M 4 1 3 _ -9 2 n ,CJ = 8 r - -_ � W 1 V �" � CJ 7 � � -o -o � - - _ �— ' 4 , i- o � C n o -o CJ`� 6 � ' �f1E 1- -o Z � r-, r-, � U U U �. X X X (1j ` 2-0 -0 � m _2 Q -_ -� - � N m �4-oo-oa __ z4-oo-00 �z-oz-oo �Z-�o-ao �z-o4-o4 ��-o�-�z 0 Q o v a�-oo-oo z 0 � � ,�, __ __ _ _ _ � VERIFYDIMENSIONS,A�� TRUSS LAYOUT GUEST: SCHULTZ RESIDENCE Q#: QTREC0164511 WALLS DRAWN MUST BE �� - - "- BEARING.HANDFRAME m�M�DWEST " - - � � STORE: GOLDEN VALLEY PO#: SHADED AREAS,TRIM �, MaNUFACTUFt�NG � � T`""5�'.''.°"�"°"°'""�"' D ES I G N E R: OVERHANGS WHERE �'� ;a�• k,,�Eao,a REQUIRE0. '� e�cw��r.w�.sroa-esza - „x«:��h.�,. _. ._ . ..� ... . __.. ----L--- � -_. — . . L ;� � �., • �- ��G�.�� . . .. �, Page 1 Residential Heat Loss and Heat Gain Calculation 5/14/2010 In accordance with ACCA Manual J "Quality work is our Only Work" Report Prepared By: Aurora Mechanical LLC. 6050 1/2 Concord Bivd. IGH, MN 55076 For: Kevin Shultz , MN Design Conditions: Minneapolis/St. Paui indoor: Outdoor: Summer temperature: 75 Summer temperature: 95 Winter temperature: 70 Winter temperature: -12 Relative humidity: 50 Summer grains of moisture: 98 Daily temperature rangeMedium BuiWing Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 23,089 4,308 27,387 51,037 (2.5 tons ) Basement 8,000 1,518 9,518 20,167 All Rooms 8,000 1,518 9,518 20,167 First Floor 15,089 2,790 17,879 30,870 All Rooms 15,089 2,790 17,879 30,870 Whole House 23,d89 4,308 27,397 51,037 (2.5 tons) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Lw0 calaAMiotM w�MrW oNy.�ctuM bWs mry vary Cu�w v�vaUw�n0 mnpn,ctwn OAbrrnws FiECEIVED JUN 0 2 2010 CITY 0� OF�dNO 2DA�TE /''� TIME CITY OF ORONO CALLED IN �`.J�� I v �,�- INSPECTION NOTICE L� SCHEDULED 7-G�-lb �� PERMIT NO�� –'d�1�y COMPLETED ADDRESS 3� g� �.� OWNER ,I�IJf.� S�I�1.u�EZ� LEPHONE NO.b�Z �� a CONTRACTOR � DESCRIPTION _��J rl� � ❑ FOOTING ❑ PLUM FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL � ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPlA1NT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a o . �n ; (_S KCf� ��' �`� � � � ��['� rd'�l`�•'"�Qtf��f � �� c� ,C 14TPc-� .SC�r l� �L� � � S � �t�c� � � � -�'� /o ��-. Q � � p 1L � � f� � :. W �'— � � d W� '�6VORKSATISFACTORY:PROCEED Cl PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT �CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor on site: Inspector. . ,�;,1 White Copyllnspector's File Canary Copy/Site Notice � � �� DAT TIME CITY OF ORONO CALLED IN � D � INSPECTION NOTICE SCHEDULED � U PERMIT NO.�/D� ��av COMP ET D ADDRESS � � OWNER uL ELEPHnN NO ' �� CONTRACTOR�_�VG �`GZ /1/jCLG(.Q�'1�� - - >; DESCRIPTION V.f�' C� �-vy'�'�- — l�Vl�� Q� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑<� PJ11Ak8fk� � SEPTI FINAL ❑ FOUNDATION/REMOVAL OWNER/CONTRACTOR TO ET YOU: YES_NO � CO MM ENTS: a ��h� o7oi0- o�� O a � � � �� --� /� S �.J l - W � Q � Z W � W � � a ��NORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C pHOTO TAKEN INSPECTOR WlLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (J52� 249-46�� OwnerlContractor on site: Inspector. C� ��,� \ White Copy/lnspector's File Canary Copy/Site Notice �~� C"_`�� / DATE TIME l/ CITY OF ORONO CALLED IN �1 D � INSPECTION NOTICE SCHEDULED d PERMIT NO.�/� -� ��OMPLETED • ADDRESS OWNER L PHON NO ' � CONTRACTOR �: DESCRIPTION - -- W ❑ FOOTING ❑ PLUMBING FINAL CAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI LAKESHORENVETLANDS ti O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP� ❑ CO PLAINT Q ❑ DEMO-SITE ❑ SEPTIC MAINT. ��] p�OW-UP _ ❑ DEMO-FINAI ❑ SEPTIC INSTALL �RD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOH TO MEET YOU:_YES_NO � COMMENTS: � W C � � ^ i �' J /,-.�. �,� +:' �� ,/C.�i �:E. O '� � t-1 5 C�� ,� �c� c-� , 0 � W � Q � z W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE ��RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETIJRN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED C INSPECTION flEQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-46�� OwnedContractor n site: �,'� ^ � Inspector. ��.�'�� ' �,� �� White Copyllnspector's File Canary Copy/Site Notice G� � ✓ /`DA� TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDULED d/`Z3-/� o?.'OO PERMIT NO. dv/o'CaD S�/Z COMPLETED ADDRESS `3�� OWNER 1�n � TELEPHONE NO. ��z 7�� S-6 CONTRACTOR >; DESCRIPTION `/� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q � RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a O � , i7(>�,r �`�4c:�' i�- ,/,�{ h••, .1 �r L: �•' C �I �. � ��1 cu M P��4. • �'.� . � �(f, y' ^ ° t,� t l �' �' n �� c -t- r./�9 v'^,�S Q L7 C-✓�I C� �'(' � L-��j. � .�. L � � . ��c.: ��.�, � z W � W � � a W� f�WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT �CORRECT UNSAFE CONDITION WITH�N HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. �952� Z49-46�� OwnerlContractor on ite: r" !�� Inspector. .l/ White Copyllnspector's File Canary CopylSite Notice � DAT TIME " � CITY OF ORONO D IN d� S 1 INSPECTION N T �v,�,j SCHEDULED � �- PERMIT NO. w/�YCOMP T ADDRESS � OWNER � EPHONE .�(� /�l-7�D-��-��o CONTRACTOR >; DESCRIPTION �� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNER/ RACTORTOMEETYOU:�YES_NO � COMMENTS: � W a � J O � � � �`S - � c� Ezi'�� k /"✓-1 '�C Uti. � � v ��c�J"— �'=�c.» r Q ��? : i , �^� �� ,��,� � z W � W � j d �ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE � ❑CORRECT WORK&PROCEED ❑ W ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CAIL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR '� CITATION ISSUED 0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952� 249-4600 Owner/Contractor on s' e: Inspector. � White Copyllnspector's File Canary CopylSite Notice � � �� ✓ /�A�7� TIME CITY OF ORONO CALLED IN �� INSPECTION NOTI�� NE�u�E� b � �,'/�� PERMIT NO. c�� COMPLETED ADDRESS � � OWNER TELEP ONE NO. � — � — , CONTRACTOR �; DESCRIPTION � �"-"` � Ly ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP W ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J1'❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO �E COMMENTS: W � j �/r�,v � �. e�C �t �;c�.f� 5D C D�.�✓'�w/�3�{ 0 a � � 5 Cf�C4cnJ IGG. Q?� C3� ��.�'S �•e� Q �N S � l'�n�'j � �cx�,r- 3 �occcQ�' � z � �4>�.P� � .a. � (�y �� W � � GW �RK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED I�ISSUE CERTIFICATE OF OCCUPANCY W 0 �CORRECT WORK,CALL FOR REINSPECTION �TE�MPORARY V BEFORECOVERING � PERMANENT �O�j� / ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN � �� NSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTfON REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. � White Copyllnspector's File Canary CopylSite Notice � ^� /� DD/�/ TIME `� � � � V ��` t CITY OF ORONO CALLED IN INSPECTION QT�,I E SCHEDULED � � � PERMIT NO v� "� C PLETED � ADDRESS OWNER ^ ELEP NE NOI��-��o- �� CONTRACTOR �: DESCRIPTION ��i�i� C/ lV ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: �S �U � �'�" � L1 Q M/ � a %�C-�-l I'.�01`� lr/��h �2 ^ a (' �i�Cc...�A-'y Or"�-l`. � / u�Lf 1�� E^'�J/LI � h�C.0' � ��A 1 �� Z P.�Cc�N �vw�� O �- 19 �� t ° �': ��t �. �� L,�� rs �� ,.,� � W � � � Q � ,--� ��-�� ,� 5 G��,�s� s-tcPS � ��'�e..n� ��sc.G. � C3� '��s L� C� �� '� �-�'t..� C C� f.��.Q o• W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V �EFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. . Call for the next inspection 24 hours in advance. �95Z� Z49-4600 Owner/Contractor on site: Inspector. �/��f r White Copyllnspector's Fiie Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE �y�Q+ SCHEDULED �,� ' PERMITNO�nIO '� ``� COMPLETED ��' ADDRESS � � �� G�'�-��`� �� OWNER I�• Sc�""t '�"L TELEPHONENO. '" �� CONTRACTOR >: DESCRIPTION �� '� T/I�S t"�C"�"- ��/li�A'� � � Ly ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WAIL ❑ MECHANICAL RI ❑ LAKESHORENJETLANDS h Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL � SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a o � -� �.s ;o .!' �S �d Ne '� Sc re�� rc�. � S .� d�e � 0 � W � Q � Z W � W � � GW ❑WORK SATISFACTORY:PROCEED �OJECT COMPLETE � ❑CORRECT WORK&PROCEED ISSUE CERTIFICATE OCCUPANCY W 0 ❑ CORRECT WORK,CALL FOR REINSPECTION ORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Ca11 forthe next inspection 24 hours in advance. (952� 249-4600 Owner/Contractor on site: Inspector. C,— � o White Copyllnspector's File Canary CopylSite Notice � � DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOT/^ICE SCHEDULED PERMIT NO. �`lJ� OQ�I'I Z— COMPLETED �I � ADDRESS ��1 C_�.�'14�,Y(�I A'W�/ OWNER TELEPHONE NO. CONTRACTOR >; DESCRIPTION ' �1 .� �� ' 1� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP � ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � / � � '(0•��^I .,.J✓ r 4�.�,,,,� � � � O � � O � � r W � � � Q � � � Z I 1 � ` � W i � � � .-- d W ❑WORKSATISFACTORY:PROCEED OJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑C�RRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETIJRN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspectio 2 ours in advance. (952� 249-4600 OwnerlContractor o e: Inspector. �� i� 30 /a White Copyllnspector's File Canary Copy/Site Notice �_ �I�JE TIME ✓ CITY OF ORONO CALLED IN J INSPECTION NOTICE '/ SCHEDULED �� -�C� l!�%� PERMIT NO. '�'��-ad`''`!�' COMPLETED ADDRESS � OWNER �c�CX� SL`l.�c.,Q EPHONE NO. �Z �L� � CONTRACTOR �: DESCRIPTION t'�� 11� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL 0 MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE iNSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O � J�� v O � Q l/�C�c� S �.� ) � �4 Ci-- � �c� �... c� /� fi� t�v' w � � � � a , W � � GW�10`K SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 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.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� OwnerlContractor on site: Inspector. � White Copyllnspector's File Canary CopylSite Notice