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HomeMy WebLinkAbout2012-00379 - shed CITY OF ORONO 11111 111111 111 111 HI I H I MEI * 2750 KELLEY PARKWAY * 2 1 z — 0 ID 9 DATE ISSUED: 06/11 5/22 012 ORONO,MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 4295 WATERTOWN RD PIN : 31-118-23-13-0004 LEGAL DESC : UNPLATTED 31 118 23 : LOT 000 BLOCK 000 City of Orono PERMIT TYPE : ACCESSORY STRUCTURE 2750 Kelley Parkway Drono MN 55356 952-249-4600 PROPERTY TYPE : RESIDENTIAL Receipt No: 3.007043 Jun 15, 2012 CONSTRUCTION TYPE : SHED> 120 SQ FT ACTIVITY : 328-OTHER NONRESIDENTIAL BUILDINGS Raymond & Kimberly Kang\ VALUATION : $ 32,000.00 .00 Previous Balance: NOTE: SEPERATE PERMITS REQUIRED:PLUMBING AND ELECTRICAL(STATE) Permits 2012-00379 4295 Watertown 488.25 POLE BARN Rd PLAN REVIEW COLLECTED 2012-00378$317.36 101-32510 Building Permits Permits 2012-00379 4295 Watertown 16.00 Rd 101-20802 Due to govts-State Total: 504.25 Check Check No: 4649 504.25 Payor: Raymond 1E Kimberly Kang\ Total Applied: 504.25 Change Tendered: .00 06/15/2012 08:21AM APPLICANT PERMIT FEE SCHEDULE 488.25 KANG,RAYMOND&KIMBERLY STATE SURCHARGE(VALUATION) 16.00 4295 WATERTOWN RD TOTAL 504.25 MAPLE PLAIN,MN 55359 OWNER KANG,RAYMOND&KIMBERLY 4295 WATERTOWN RD MAPLE PLAIN,MN 55359 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 additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is 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 all required inspections are requested in conformance with,tbe-Staie Building Code.This permit may be revoked-atm time for clue cause. • 4,9 l /sl (Z r C`>v1 _ �� _ r / pjj t Permitee 'gnature Date Issued By Signature Date �TE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. City of Orono ,2,5 ` Building Permit Application 9'1' ,,,\t,''' ''-'\ for New Structures or Additions Mailing Address: Permit number: OOI a - 403 7 9 e4'13.1111 Cr Bax 66 L Crystal Bay, MN 55323-0066 Date received: 'J•0—f' 'tIy Street Address:' Received by: 6S ,1 � ����� 2750 Kelley Parkway Plan review fee: .3{?- 3b Orono, MN 55356 ao)a -00,37 g Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: • _ Job Site Address: 4-Ze S /3c -feu,- Fel 1 `e P6_11-, -s 3,S-1 r Will this be a Parade of Homes, Remodelers Showcase Home/or oth Display Horde? ❑ Yes ZNo 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: trai Name: $LIe,/Nc4-v) 2. bc?' 1/14.1-, ` State License# gfel f Expiration Date: 3`3/ // 4- Phone: 300-- 679-3113g fo Z( 8 7- of�-©/ 3d ...-30V-`i1/4 (cell Mailing Address: ,3' Mi/ 6S /-4-2i -- 'ti ; i ,f City: fci1// DAZIP: -.5-0s%/ S S $ Contact Person: /coke) /3/,5s / / Applicant is: Contractor omeowner (Circle One) I Email and/or Fax: l"cbin /Sher'r►tc�►-t /): c_�� r�.r, . k_r4� _i , C .1 PROPERTY OWNE INFORMATION: - k rk Name: c Phone (day): Si"21 - $7 6 s[: 1,3 Address: +z`t S /:JA ,—i-e-iA.at 4 City:j9 ? )r) ZIP: S 3. Email and/or Fax r . 8-; kap.. 0 �`a) 1 . rES,&I ARCHITECT/ ENGINEER INFORMATION: Name: Phone (day): Address: City: ZIP: Email and/or Fax: PROJECT INFORMATION: 1Pc---A`e- ``• % `�' z- . `1 - 1c- 1. 1c1.Type of Project 2. Proposed Use 3. Structure Type 4.Sewage Disposal& Water Supply ❑ New Construction ❑ Single Family with ❑2Masidence ❑ ddition attached garageGarage/Accessory Bldg. ❑ Public Sewer Z Accessory Building ❑ Single Family with ❑ Deck ❑ Relocation detached garage ❑ Office/CommercialPrivate Sewer ❑ Other: (specify) ❑ Multiple Family/Condo 0 Warehouse 0 Public ❑ Storage 0 Public Water **Any earth movement may require ❑ Commercial 0 Other(specify) MCWD review&permits. 0 IndustrialPrivate Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven, MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.orq Estimated Construction Valuation (excluding land) $ '3 02:5-0_ 6-O Packet Last Updated: 03-06-2012 -21 - STRUCTURE INFORMATION: 1.Structure Dimensions 1.Structure Dimensions(continued) 2.Type of Construction a. Length (ft.)= 1"t Number of bedrooms= 0 0 Wood/Frame b.Width (ft.)= 2_4— Number of garage stalls: 0 Masonry Areas in square feet Attached = 0 Metal ole Bldg. c. Basement= Detached= 0 ICF d. 1st Story = I (6—Z ❑ On-site Prefab e. 2nd Story= ❑ Off-site Prefab f. 1/2 Story = ❑ Other(please specify): g.Total Area= l l 5-2- REQUIRED S2REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑ ❑ Permit Application ❑ 0 Proposed Building Plans ❑ 0 MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ 0 , Survey(meeting all requirements) ❑ 0 Stormwater Pollution Prevention Plan ❑ 0 , Hardcover Calculation(s) ❑ 0 Septic System Site Evaluation Report ❑ ❑ Access Permit ❑ ❑ , Wetland Buffer Improvement Plan ❑ ❑ Engineered Plans for Retaining Walls 4 feet or above ❑ 0 Plan Review Fee ❑ ❑ Other: APPLICANT/OWNER 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; • Understands 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. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signatu -: ,..._00,,,, _ __ 4Date: -S�g / Z Owner's Signature: 1.6Date: Packet Last Updated: 03-06-2012 -22 - Plan Review Checklist for New Structures / Additions Address/ PID / Legal: tic'c) �l t l_A k0( Description of work: A(012) O --f-hi(l U( Septic review by: Lit- Date Approved: 5" - ') Zoning review by: Mini AL !. I . Date Approved: •--5- Z Building review by: II t ---- Date Approved: G - I y - I Z. ^_I Grading review by: ..le VQ-- ' Date Approved: W 13-(2-- Zoning File#: ! J iA' Resolution #: Ni k" Resolution Date: Zoning District Fire Department Post Office School District Zoning: Lot Area: /2.31S-00 t 2,5SF/AC Width: 2.41 Depth: 7� Survey Submitted: „t7K'es 0 No Date of Survey: // -2--- Proposed Setbacks: CC) -.(0 -1 Z-- Front e) Rear( et) ( N S tE 1 W ) ( N S E �W ) Other Buildings Wetland Sire Side • l (N).1 ' 24-3 ' C 9 [00 r coo' )401,0,c__„ / &) / Acc qt.a 4. Building Defined Height: /(o Building Peak Height:/c5 ,..1-- #of Stories Ok?: j�YES 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-type roof roof SUBTRACT half the distance between the highest window and SUBTRACT half the distance between the highest window highest roof peak of a pitched roof and highest roof peak of a pitched roof SUBTRACT the distance between the basement floor/crawl ADD the distance between the slab and the highest space floor and the highest existing grade within existing grade within the foundation the foundation or 10 feet,whichever is less. EQUALS Defined building height EQUALS Defined building height Lot Coverage: NA— — 04 ti .O'tS cyo Shoreland District MCWD Permit Received Average Lakeshore Setback Bluff 0 Yes 0 No /A ❑ Yes o 0 Yes No ❑ Yes 0 No /A Permit Number: Setback: Hardcover Zones Existing Proposed Variance Required CUP Required 0-75' / 0 Yes ❑❑ 0 Yes o 75-250' i/ Type(s): Type(s): 250-500' /---- 500-1000' / REMARKS (in-house): O� 3 - J� r� iD forrucON-5 Updated: 09/11/2009 z:\forms\plan review checklist.docx Fees to be Charged YES NO Permit 1. Plan Review State'Surcharge Investigation Fee SAC Number of SAC Units Sewer Connection Water Connection Park Fee Site'Inspection Other(specify) Miscellaneous Fees Calculated By: Square Footage $ per Square Footage Basement X = $ 1st Floor X = $ 2nd Floor X = $ Garage X = $ i Estimated Construction Value: $ 32-, G()Q c-- 1 Orono Inspections Required Work Requiring Separate Permits Required State Permits ❑ Site ErFilumbing ❑ Grading/ Filling ❑ Well ❑ Hardcover Removal ❑ Mechanical ❑ Fire Electrical ,,Footing ❑ Septic 0 Water Connection O Poured Wall 0 Fireplace 0 Sewer Connection O Foundation Survey 0 Masonry 0 Lawn Irrigation O Radon Rock Bed 0 Mfg. �raming 0 Other(specify) „prsulation -Built Suryey Flnal O Other(specify) REMARKS (in-house): Other Review: Reviewed by: Date Approved: Access:Existing: 0 YES 0 NO New: 0 YES ❑ NO REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Updated: 09/11/2009 z:\forms\plan review checklist.docx Minnesota State Energy Code Calculations and Mechanical Code Requirements Form Additional copies can be found by going to: http://www.dli.mn.gov/CCLD/PDF/sbc 1322 cert.pdf N1101.8 Certificate /3// Builders Name/Company Date: 2 Site Address: -2-" / Z07t21., �lw h, Contractor Name: License Number: '&' Location Type of Installed Type Location Size Insulation R-Value Makeup Air Roof/Ceiling Combustion Air Walls g56fCl Water Heating Slab-on-Grade Manufacturer Model Floor Ducts Outside of Conditioned Spaces Rim Joist Interior, Exterior or Integral Location R-Value Foundation Wall Interior, Exterior or Integral Average U-Factor SHGC(solar heat gain coefficient) Passive Active Fenestration Radon Control ❑ ❑ Type Input Rating AFUE Manufacturer Model Calculated Heat Loss Heating System Type Output Rating SEER Manufacturer Model Cooling Load/Heat Gain Cooling System Type Location Continuous Ventilation Total Ventilation Mechanical Ventilation - 18- Christine Mattson From: Christine Mattson Sent: Tuesday, June 05, 2012 4:06 PM To: 'ray.e.kang@gmail.com' Cc: 'Mark'; Mike Gaffron Subject: 4295 Watertown Rd / Building Permit#2012-00379 Attachments: 4295 Watertown Road - covenant for oversized accessory structure 2012-00379.pdf Hi Ray, We've reviewed your buildings plans for an accessory structure. Since the proposed structure is over 1000 sq feet, by City Code it's considered an Oversized Accessory Structure which requires the attached covenant to be signed by you and Kim. Also, City Engineer, Jesses Struve, has reviewed the plans. Please see his comments below. Have Mark Gronberg address his concerns and submit a revised survey for us to review. Please don't hesitate to contact me if you have any questions. Christine Mattson Planning Assistant City of Orono 2750 Kelly Parkway Orono MN 55356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) g' 952.249.4620 g 952.249.4616 flcmattson@ci.orono.mn.us ® www.ci.orono.mn.us Summer Office Hours began Monday, May 21,2012 Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE WILL BE CLOSED: Wednesday,July 4, 2012 From: Jesse Struve Sent: Tuesday, June 05, 2012 3:53 PM To: Christine Mattson Subject: 20120605 4295 Watertown Rd - accessory structure Christine, I have reviewed the proposed survey and need the following: • Proposed contours around the building. There is a 7' height difference from one side of the building to the other. There will need to be significant grading involved to level the location. • Need to show surrounding building location to the East and show no directing of storm sewer toward the neighboring structure. 1 • 'Is the applicant planning on extending the current driveway to the proposed structure? If so this should be reflected in the grading plan. Please contact me with any additional questions or concerns. Jesse Struve, PE Director of Public Works/City Engineer City of Orono (952) 249-4661 - Direct (952) 249-4616- Fax www.ci.orono.mn.us 2 Municode Page 1 of 1 Sec. 78-1437. - Plumbing. Because the provision of plumbing fixtures and wastewater plumbing in accessory buildings has the potential to allow such buildings to be used as dwelling units, and because it is the policy of the city to limit residential development density to the allowed densities within the respective zoning districts, plumbing in accessory buildings shall be regulated as follows: (1) The provision of outside sillcocks and indoor water supply shall be allowed in any accessory building that is conforming in location, size and height. (2) Installation of any combination of fixtures requiring wastewater plumbing that does not include a shower or bathtub shall be allowed in any accessory building that is conforming in location, size and height with, subject to provision of municipal sanitary sewer or a conforming sewage treatment system designed to handle the anticipated flows from such fixtures, and subject to the property owner's executing a covenant providing that the accessory building will not be: a. Used for a home occupation unless specifically approved by the city or if allowed by this Code. b. Used as a dwelling unless a guest house conditional use permit is obtained. c. Rented, leased or otherwise provided for use as a dwelling under any circumstances. (3) Installation of any combination of fixtures requiring wastewater plumbing that includes a shower or bathtub shall be allowed only in an accessory building that is conforming in location, size and height and which meets one of the following criteria: a. The accessory building has been approved for a guest house conditional use permit; or b. The accessory building has been approved for a bathtub or shower in accessory building conditional use permit. (Ord. No. 179 2nd series, § 1, 10-12-1998; Ord. No. 45 3rd series, § 11, 2-25-2008) http://library.municode.com/print.aspx?h=&clientID=13094&HTMRequest=http%3a%2f%... 6/6/2012 Kang . • Contours -....____, . Main Interval A \ - , NI IN Parks Recreati... Golf Co... Conserv... Comme... School . Ilii! Future ..... Park/Op... \ Lakes ElCity Border 1 / iii) , I J I ''-' 111111: r I I \ \\ ' ,I, i L. . r ‘/ 41 ylifirmi 1 I Kka II I N SCALE 1 : 1,454 1—i )-1 i----1 , A 100 0 100 200 300 FEET http://www.stantecportal.net/infraseek_asp/Orono/mwf/Zoning.mwf Tuesday, June 05, 2012 2:15 PM Kang . • • . _ . NI • Parks ,,,, IRecreationFa... 4 Golf Course � w.Conservancy ... Commercial M... t p c" School Facilities _. Future Acquisi... 41 . Park/Open Sp... 'll: • LakestEt � ; ., 5,- . .. 4 Aerial Photos April 2009 . 144 ,, ',,,,,,,i- ' ''`1 ; '' Parcels Lines El City Border 3 rr T • . r 4«(`,i, 1 1 .1., 1 .rte I'' S i 1.A tit. T M r • i t N SCALE 1 : 1,507 H F.* F."1 I I 100 0 100 200 300 FEET http://www.stantecportal.net/infraseek_asp/Orono/mwf/Zoning.mwf Tuesday, June 05, 2012 2:16 PM f 6' 6' 6' 6' _am-- • III ■ 111 ■ Emma 4030' 4030' mg Window Window REVIE1Ae. ier COCE cod p_u_At cx PLAN CHECKED BY /01,0 ' DATE_ '/y mill 18' x 10 114.41 R-16 Insulated jjJ Overhead (Center of OHD to be approx. 132" from inside corner) Ray Kang U 24'x48'xl 3'6"C e i l i n g ■ Eave Poles: 6.00 ft o.c. cTrusses: 6.00 ft o.c. 36" Service Door 9- Lite N LH Swing L (Door centered) Header across entire North Side Header is 2- Ply LVL 14" II E N S W ll 18' x 10' R-16 Insulated Overhead (Center of OHD to be approx. 132" from inside corner) -- U U ■- 8' 8' 8' 24" Boxed Eaves Only F' - ' Ray Kang 4/4/2012 24 x 48 x 162 (Inch Ceiling) Do Not Notch Corner Pole!! Notch Intermediate If this building has wains or eave lights Posts for Trusses you may need to add an extra row of girls (167.5) 2x8 + 7.5 2x8 Ribbon Ribbon...Plus Poles 6.00 ft o.c. 5 Rows 2x4 1650 MSR Row 3...plus 2 more...then ribbon 2x4 1650 MSR Trusses // I Wall Girls 6.00 ft oc. 160 2x4 1650 MSR Row 2 Inch ' 2x4 1650 MSR Ribbon 2x4x18 Wall Girls Height 22.3 in Between Corner Brace 25.75 Inches O.C. 2x41650 MSR Row 1 I Tr.Column Nail 2x4 to Treated. Attach base trim and steel to 2x4 NOT Treated! I ! 'White 2x4 \Unfinished grade line Spec.Dbl.Angle Treated Columns .60 Pressure Treated Footing Depth Tr.2x6 3-ply 2x6 Lam 4 ft Footing Pad 2-12 inch 2x4 Blocks Poured f �y k,. .. 24 in Diameter tet. 72.0 in I 70.5 in Center of Pole Center of Pole Outside of Pole Eave 1 top chord run w/box(not steel length) =177.1 in truss height including heel=54 in Eave 2 top chord run w/box(not steel length) =177.1 in Top of Concrete to Top of Ridge 18.5 ft ,. metal Ridge with profile closure 8 1/2 inches down from peak Truss Load ��%\ 35 - 4 - 7 4 /12 Pitch 24 in o.c. 2x4 1650 MSR On Edge \\ 9 Purlins per Side �y `w\ Metal Sales Classic Rib 29 ga G60 14.2 ft Outside Wall Height + ' \\\ truss braces \ `\\\ MIN IIIII IIII1N6N11\, 41 "% ' See truss spec.sheet for exact count and locations 6.0 in heel '4. eave trim 24 in 2x4x14 (both eaves) Cut In Half @ 45 Knee Brace 1 Extend to top 13 ft Chord of Truss `� 6 in Ceiling Height (Temporary) Feet Inches 16th 573 in Long 2x4 1650 MSR Square= 53 3 15 X 285 in Wide Building Design And Prices Are Subject To Local Building Codes Job Name: Truss ID: 424 Qty: 1 BRG X-LOC REACT SIZE REQ'D TC 206 SPF C1650F1.5E Designed per ANSI/TPI 1-2002 This design based on chord bracing applied 1 0- 2-12 3312 5.50" 3.59" BC 204 SPF C2400F2.0E This design does not account for long term per the following schedule: 9- 4 3312 5.50" 3.59" WEB 204 SPF #3-CAN time dependent loading (creep). Building max o.c. from to 2 23- BR2 REQUIREMENTS- shown .50 based ONLY PLT BLK 204 SPF #1/82-CAN Designer must account for this. IC 24.00" 0-0-0 24- 0- 0 GBL BLK 204 SPF #3-CAN Refer to Joint QC Detail Sheet for BC 120.00" 0-0- 0 24- 0-0 on the truss material at each bearing Lumber shear allowables are per NDS. Maximum Rotational Tolerance used UPLIFT REACTION(S) MAX DEFLECTION (span) : IRC/IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF Support Main Wind Non-Wind L/632 MEM 3-4 (LIVE) LC 1 testing and approval as required by IBC 1703 MULTIPLE LOAD CASES. 1 -217 lb L. -0.45" D= -0(LIV T= -0.56" and ANSI/TPI and are reported in available Loaded for 10 PSF non-concurrent BCLL. 2 -217 lb CRITICAL MEMBER FORCES: documents as ER-1607 and ESR-1118. Valley Truss application only; not designed This truss is designed using the TC LOME.BERR FOR TENS.; (DUR.) CSI Gabledvderticals are 20 4 web material spaced for wind load applied to the face. Web ASCE7-05 Wind Specification 1-2 -7302(1.15)/ 499(1.60) 0.73 at o.c. unless noted otherwise. bracing is required if shown. Bldg Enclosed Yes, Importance Factor 0.87 ((( ))) ((( ) Designed for a post-frame building 20 psf bottom chord live load NOT required Truss Location-Not End Zone 2-3 -6230 1.15/ 314 1.60 0.82 application. on this truss, per IBC/IRC requirements for Hurricane/Ocean Line No Exp Category=C 3-4 -6230 1.15 / 314 1.60 0.82 attics with limited storage. Bldg Length- 80.00 ft, Bldg Width= 40.00 ft 4-5 -7302 1.15/ 499 1.60 0.73 Mean roof height= 12.25 ft, mph - 90 BC COMP. DUR. / TENS. OUR. CSI ASCE7 I Low Hazard, Dead Load= 11.0 psf Designed as Main Wind Force Resisting System 6-7 -428 1.60)/ 6723 1.15 0.85 - Low-rise 7-8 -61 1.60/ 4649 1.15 0.75 Tributary Area= 144 sqft 8-9 -61 1.60/ 4649 1.15 0.75 9-10 -428 1.60/ 6723 1.15 0.85 WB COMP. DUR.)/ TENS. DUR.) CSI 2-7 -1396 1.15)/ 479 1.60) 0.41 3-7 -29 1.60)/ 1635 1.15) 0.72 3-9 -29 1.60)/ 1635 1.15) 0.72 4-9 -1396 1.15)/ 479 1.60) 0.41 6-6-0 ( 5-6-0 I 5-6-0 I 6-6-0 I 6-6-0 12-0-0 17-6-0 24-0-0 I12-0-0 I 12-0-0 I 1 2 3 4 5 4.00 -4.00 12-7- .- FA;0X10 - -13 . T 3X4 X4 4-6-1 4b4 4-6-1 l 8X8 8X8 'SHIP 1 I 0-6-1 5X6 S=SS0312 m0-6-1 61 1.5X4 5X6 B2 W:508 W:508 R:3312 R:3312 I hereby certify that this plan,specification, U:-217 U:-217 or report wasreared p p by me or under my I 24-0-0 direct supervision and that I am a duly 6 7 8 9 10 I Licensed Professional Engineer under The Laws of the State of Minnesota. 8-8-0 I 6-8-0 I 8-8-0 I 8-8-0 15-4-0 24-0-0 TYPICAL PLATE:6X6 BRAD Y E MORRIS All connector plates are ITBCG Wave 20 ga.,unless preceded by"H"for High Strength 20 ga.,"SS"for Super Date__ License No.41772 W Strength. Plates are to be positioned per Joint Detail Reports. Circled plates and false frame plates 3/16/2012 are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates(or staple). WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cunt: ® This design is for an individual building component not truss system.11 has been based on specifications provided by the component manufacturer WO: D ri ve_G_46pfi 6_L0000 and done in accordance with the current versions of TPI and AFPA design standards.No responsibility is assumed for dimensional accuracy.Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication.The building designer must ascertain that the loads Dsgn r: #LC = 16 WT: 131# T R U S WA L utilized on this design meat or exceed the loading imposed by the local building code and the particular application.The design assumes that the top chord TC Live 35.00 psf LiveDur L=1.15 P=1.15 is laterally braced by the roof or floor sheathing and the bottom chord i6 laterally braced by a rigid sheathing material directly attached,unless otherwise noted.Bracing shown is for lateral support of components members only to reduce budding length.This component shall not be placed in any TC Dead 4.00 psf SnowDu r L=1.15 P=1.15 ger SYSTEMS environment that will cause the moisture content of the wood to exceed 19%and/or cause connector Mate corrosion.Fabricate,handle,install BC Live 0.00 psf Rep Mbr Bnd / Comp / Tens and brace this truss In accordance with the following standards.'Joint and Cutting Detail Reports'available as output from Truswal software, BC Dead 7.00 psf 1.00 / 1.00 / 1.00 STBW Building Components Group,Inc. 'ANSI/TPI 1',WTCA 1'-Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- TOTAL 46.00sf 0.C.Spacing 6- 0- 0 2820 N.Great SW Pkwy.Grand Prairie,TX 75050 (BCSI)and'SCSI SUMMARY SHEETS'by WTCA and TPI.The Truss Plate Institute(TPI)is located at 218 N.Lee Street Suite 312, P TRUSPLUS 6.0 VER: 76.5.15 Alexandria,VA 22314.The American Forest and Paper Aseodiation(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. Bldg Code:IRC-2006 DEFL RATIO: L/240 TC: L/180 DATE TIME CITY OF ORONO CALLED IN ~ INSPECTION NOTICE SCHEDULED '7` 4 -i PERMIT NO. 2 C t 2 ( G A 1CaOMPLETED ADDRESS LI Z_ cI OWNER 1CCc t, t l'} ►\G TELEPHONE NO. " 2 0 (‘' r Ci 3c[ CONTRACTOR rrNG.,, ( -V,ta, D SCRIPTION �` th; FOOTING ❑ PLI,JMjING FINAL ❑ EXCAV/GRADING/FILLING ta- Q ❑ POURED WALL ❑ MECHANICAL RI 0 LAKESHORE/WETLANDS h ❑ FRAMING El MECHANICAL FINAL ❑ TREE REMOVAL • ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS • ❑ FINAL 0 SEWER HOOK-UP ❑ COMPLAINT 0 DEMO-SITE ❑'SEPTIC MAINT. El FOLLOW-UP 0 DEMO-FINAL Cr SEPTIC INSTALL 0 HARD COVER REMOVAL 0 PLUMBING RI El SEPTIC FINAL ❑ FOUNDATION/REMOVAL • OWNER/CONTRACTOR TO MEET YOU: YES_NO o COMMENTS: W CC O CC O U- W CC Q ti W W cc OW416LoRK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: (deli) ,,f6s, Inspector. White Copy/Inspector's File Canary Copy/Site Notice C I DATE TIME V CITY OF ORONO CALLED IN --/t It INSPECTION NOTICE 7 SCHEDULED - 7-1Z �L''�J PERMIT NO. !a?L2/o7 — 9 COMPLETED ADDRESS TGA95 ZI9z-L7ZTY[l? "-- OWNER TELEPHONE NO.326 679 3C1-? " CONTRACTOR SA-1181-44(-‘2-14 GLti14-tde-A--' �: DESCRIPTION aS - /=/I)n& A tl`t! (,- U FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING LI- • ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL • 0 INSULATION 0 WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q 0 RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS • ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ 171DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL J 0 PLUMBING RI CISEPTIC FINAL ❑ FOUNDATION/REMOVAL c OWNER/CONTRACTOR TO MEET YOU(_YES_NO COMMENTS: 11 . 4 c4 C/. P cc W V a CC o }-1v1T�c ANS' PS ti r�. .e cc Q Q res2s 17I175' W C )0t cc Q ? 1-4-e n A.er-/ opc_r- s ra- z S-7--raP_c F Lu cc 0 W ❑WORK SATISFACTORY:PROCEED C7 PROJECT COMPLETE CCW • CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED Cl INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: LIZ-,/ /Z-/ 7d3 S White Copy/Inspector's File Canary Copy/Site Notice DATE. TIME CI1YOF ORONO CALLED IN 7wZCY ( ' INSPECTION14, ICE ^ �a�/f'SCHEDULED -� /a.'(t PERMIT NO. �� � 3 COMPLETED / ADDRESS L/ Q J t,c' , l'-(-U un h OWNER TELE i ..�3 0-(c�9 3q 38 CONTRACTOR L3 'JYOY\ /(- a l(-2 e >; DESCRIPTION `-1 .n ck_ I Uh LU ❑ FOOTING ❑ PLUMBING FINAL 0 EXCAV/GRADING/FILLING Q ❑ POURED WALL 0 MECHANICAL RI ❑ LAKESHORE/WETLANDS cn ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q 0 RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS 0 FINAL 0 SEWER HOOK-UP 0 COMPLAINT v 0 DEMO-SITE ❑ SEPTIC MAINT. 0 FOLLOW-UP ❑ DEMO-FINAL 0 SEPTIC INSTALL 0 HARD COVER REMOVAL v ❑ PLUMBING RI 0 SE FINAL 0 FOUNDATION/REMOVAL ▪ OWNER/CONTRACTOR TO MEET YOU YES_NO o COMMENTS: cc LU C CC J cc J : CQ J0 (a 0 W cc W z W cc ORK SATISFACTORY:PROCEED E PROJECT COMPLETE W IIICORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY CI IDCORRECT WORK,CALL FOR REINSPECTION TEMPORARY ti BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ElSTOP ORDER POSTED.CALL INSPECTOR ID CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on s' e: Inspector. r� White Copyllnspector's File Canary Copy/Site Notice DATE TIME v CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.d°UUZ—12a379 COMPLETED ADDRESS L-0.61 ,3 z-N`/J )ca OWNER /Z _ V AA- b' TELEPHONE NO. CONTRACTOR L.CZ �J`�`V t 5 >. DESCRIPTION r' ' IT 4 1 Pel e 5 ed 4, ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS ' ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL • ❑ 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 Z OWN ERICONTRACTOR TO MEET YOU:_YES_NO o COMMENTS: cc W cc 0 cc O U- W cc Q W W cc WJ U WORK SATISFACTORY:PROCEED XtROJECT COMPLETE LU ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY u BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN El CITATION ISSUED U STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: r /, Inspector. (L J l/ ' i&- White Copy/Inspector's File Canary Copy/Site Notice - DATE TIME CITY OF ORONO CALLED IN %--741 --1 INSPECTION NOTI SCHEDULED -f -1 Z 42 )3D PERMIT NO.�f /'b 379 COMPLETED��//JJ ADDRESS %t w q5 G�l/�� ZAh-vU12— a OWNER TELEPHONE NO. 'IR 3 g 7— ..5 / ( CONTRAC OR 3: DESCRIPTION a()Z6eitAljOi/2.&14:e tal ❑ FOOTING 0 PLUMBING FINAL 0 EXCAV/GRADING/FILLING Q ❑ POURED WALL 0 MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING 0 MECHANICAL FINAL ❑ TREE REMOVAL Z 0 INSULATION 0 WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q 0 RADON SLAB ❑ WATER HOOK-UP 0 PROGRESS • 0 FINAL ❑ SEWER HOOK-UP 0 COMPLAINT v ❑ DEMO-SITE 0 SEPTIC MAINT. ❑ FOLLOW-UP 0 DEMO-FINAL 0 SEPTIC INSTALL 0 HARD COVER REMOVAL v I/ - . :ING RI 0 SEPTIC FINA ❑ FOUNDATION/REMOVAL Z OWNER/CO TRACTOR TO MEET YOU:_YES O o COMMENTS: cc W a cc CO P3' 6-74. ., ( ,-aue—t es.4-- cc 0 cc Q 7 — / , _ IsgW z W cc 04S2RK SATISFACTORY:PROCEED 01.914404ECT COMPLETE WCORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY • ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE 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. (952) 249-4600 Owner/Contractor onsite: ( 6-1,Inspector. (f7) White Copy/Inspector's File Canary Copy/Site Notice