Loading...
2023-00289CITY OF MONTICELLO 505 WALNUT STREET MONTICELLO, MN 55362- 763) 295-3060 FAX: (763) 295-4404 ADDRESS 4155 87TH ST NE PIN 155252001050 LEGAL DESC FEATHERSTONE 4TH ADDN LOT 001 BLOCK 005 PERMIT TYPE BUILDING PROPERTY TYPE SINGLE FAMILY -DETACHED CONSTRUCTION TYPE DECK VALUATION 5,120.00 NOTE: NEW DECK 16' X 16' WITH STAIRS WITH COMPOSITE DECKING NUMBER OF 1/4 HOURS 1.00 APPLICANT SALDANA, LIDIA 4155 87TH STREET NE MONTICELLO, MN 55362- OWNER SALDANA, LIDIA 4155 87TH STREET NE MONTICELLO, MN 55362- AGREEMENT AND SWORN STATEMENT I agree that the work will be conducted in conformance with the ordinances of the City of Monticello and with the Minnesota State Building Code. I understand that the work will be in accordance with the plan that has been approved by the Building Official. I agree that any damage caused to public property including but not limited to curb, sidewalk, public utilities and s' s wi _ be re my expense Applicant Date ,- _Z Bldg Official Date 2023-00289* DATE ISSUED: 05/08/2023 Permit #: 2023-00289 BUILDING PERMIT FEE 132.77 PLAN REVIEW 86.30 STATE SURCHARGE, BLDG VAL 2.56 RECORD RESEARCH & COPIES 15.00 TOTAL 236.63 Payment(s) CASH 236.63 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. CITY OF Monticello BUILDING SAFETY SITE ADDRESS l;; LEGAL DESCRIPTION I LOT O Permit No. Date `V`2- - 2Oz D RESIDENTIAL BUILDING PERMIT ADDITION / ALTERATION / REMODEL BLOCK ©/ PLD. NUMBER PLAT red-- e OWNER (Name) md, f7 O CONTRACTOR (Name) j CONTRACTOR'S LICENSE NUMBER (IF APPLICABLE) Address) (Tel. No.) Address) PLUMBING BEING COMPLETED BY (PLEASE CHECK ONE): HOMEOWNER IF APPLICABLE, SPECIFY CONTRACTOR CHECK ALL THAT APPLY: TOILET SINK LAUNDRY TUB SOFTENER TOTAL # OF FIXTURES Tel. No.) M --- "; , " - al, , "- / - 4,- C, - -" A'X ' , /'n " - --" CONTRACTOR BAR SINK Lic # BATHTUBISHOWER OTHER REMINDER: IF YOU DO NOT OWN THIS PROPERTY OR ARE NOT PERFORMING THE WORD PERMIT MUST BE PULLED BYA MASTER PLUMBER) MECHANICAL BEING COMPLETED BY (PLEASE CHECK ONE): HOMEOWNER CONTRACTOR IF APPLICABLE, SPECIFY CONTRACTOR CHECK ALL THAT APPLY: F FURNACE =A/C ,_FIREPLACE BATHFAN TOTAL # OF FIXTURES Bond # DESCRIPTION OF WORK: i ESTIMATED VALUE OF CONSTRUCTION Applicant Signature _ 505 Walnut Str1 11 N 55362 Approved by Building Official: Aa, Date Approved: — Z Date Phone: 763-295-3060 Fax: 763-2954M CITY OF PHONE:763-295-2711 FAx:763-295-4404 A:!6, ®Mice o 505 Walnut Street I Suite 11 Monticello, MN 55362 BUILDING PERMIT APPLICANT: PROPERTY OWNER I understand that the State of Minnesota requires that all residential building contractors, remodelers and roofers obtain a state license unless they qualify for specific exemption from the licensing requirements. By signing this document, I attest to the fact that I am building or improving the house myself. I hereby claim to be exempt from the state licensing requirements because I am not building or improving property for the purpose of speculation oror rep le and that the house which I am applying for this permit located at: g 7 7 is the first residential structure that I have built or improved in the last 24 months. I also acknowledge that because I do not have a state contractor's license, I forfeit any mechanic's lien rights to which I may otherwise have been entitled under Minn. Stat. 514.01. In the even that I do construct or improve another residential structure in the next 24 months, I will not do so until I obtain the required state license understanding that failure to do so is a misdemeanor under state law. Furthermore, i acknowledge that I may be hiring independent contractors to perform certain aspects of the construction or improvement of this house and I understand that some of these contractors may be required to be licensed by the State of Minnesota. I understand that unlicensed residential contracting, remodeling, and / or roofing activity is a misdemeanor under Minn Stat. 326.92, subd. 1. i also acknowledge that all licensed contractor's pay Into the Contractor's Recovery Fund, which can pay homeowners up to $50,000 In the event that their licensed contractor falls to complete work or preforms defective work, but that I forfeit my rights to reimbursement from the Contractor's Recovery Fund in the event that any contractors I hire are unlicensed. I also acknowledge that as the contractor on this project, I am solely and personally responsible for and violations of the State Building Code and / or City Code in connection with the work performed on this property, and that I can be prosecuted criminally for any code violations that are not corrected as ordered by the City. t Si ert Owner Date To determine whether a particular contractor is required to be licensed, please call the Department of Labor and Industry @ 651-284-5012 www.ci.monticello.mn.us 1 v Zf logO0 Oltj,08 1MPS etleeD cv Se L : — c') 0 J 13f:?o oL F-00 T 2 S NIZiert pc S McelloTV APPROVED FILE COPY o REVIEWED FOR CODE COMPLIANCE SUBJECT TO FIELD INSPECTION Date: ^ 5-2-o i Signature: ( N0a TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS LOAD BEARING VALUE OF SOILS ° °'0 psf) LIVE TRIBUTARY 1500° 2000° 2500° 3000• LOAD AREA Side of a Diameter of a Side of a psf) (sq• n•) square footing round footing Thickness square footing Diameter of a round footing Thickness Side of a square footing Diameter of a round footing Thickness Side of a square footing Diameter of a round footing Thickness Inches) (inches) ( Inches) ( Inches) Inches) Inches) inches) inches) Inches) inches) Inches) Inches) 20 12 14 6 12 14 6 12 14 6 12 14 6 40 14 16 6 12 14 6 12 14 6 12 14 6 60 17 19 6 15 I 17 6 13 15 6 12 14 6 80 20 22 7 17 19 6 15 17 6 14 16 6 40 100 22 25 8 19 21 6 17 19 6 15 17 6 120 24 27 9 21 23 7 19 21 6 17 19 6 140 26 29 10 22 25 8 20 23 7 18 21 6 160 28 31 11 24 27 9 21 24 8 20 I 22 7 For SI: 1 inch = 25.4 mm, I square foot = 0.0929 mZ, I pound per square foot = 0.0479 kPa. a. Interpolation permitted, extrapolation not permitted. b Live load = 40 psf, dead load = 10 psf. c. Assumes minimum square footing to be 12 inches x 12 inches x 6 inches for 6 x 6 post. d. If the support is a brick or CMU pier, the footing shall have a minimum 2-inch projection on all sides. e. Area, in square feet, of deck surface supported by post and footings. M N I I W.71919 FLOORS JOIST L neAal POST JOIST I BEwt POST N. i = I = — I — OPTION) 3PTIONAL BEAM SPAN BEAM SPAN CANTILEVER OPTIONAL_ OPTIONAL BEAM SPAN BEAM SPAN L CANTILEVERCANTILEVERCANTILEVER DROPPED BEAM FLUSH BEAM FIGURE R507.5 TYPICAL DECK JOIST SPANS TABLE R507.5 DECK BEAM SPAN LENGTHS'-'- B (feet Inches) DECK JOIST SPAN LESS THAN OR EQUAL TO: I SPECIES` SIZE° feet) k 6 8 10 12 14 16 18 1— 2 x 6 4-11 4-0 3-7 3-3 3-0 2-10 2-8 1— 2 x 8 5-11 5-1 4-7 4-2 2-10 3-7 3-5 1— 2 x 10 7-0 6-0 5-5 4-11 4-7 4-3 4-0 1— 2 x 12 8-3 7-1 6-4 5-10 5-5 5-0 4-9 2— 2 x 6 6-11 5-11 5-4 4-10 4-6 4-3 4-0 2— 2 x 8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 Southern pipe - I 2— 2 x 10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 Ijf _-/ tx 2-2 x 12 12-2 10-7 9-5 8-7 8-0 7-6 7-0 3— 2 x 6 8-2 7-5 6-8 6-1 5-8 5-3 5-0 3— 2 x 8 10-10 9-6 8-6 7-9 7-2 6-8 6-4 3-2 x 10 13-0 11-3 10-0 9-2 8-6 7-11 7-6 3 — 2 x 12 15-3 13-3 11-10 10-9 10-0 94 8-10 3 x 6 or 2— 2 x 6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 3 x 8 or 2— 2 x 8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 3 x 10 or 2— 2 x 10 8-4 7-3 6-6 5-11 5-6 5-1 4-8 Douglas fir -larch`, 13 x 12 or 2— 2 x 12 9-8 8-5 7-6 6-10 6-4 5-11 5-7 hem -fir`, I 4 x 6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 spruce -pine -fir`, I 4 x 8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 redwood, western cedars, 4 x 10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 ponderosa pine`, I 4 x 12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 red pine` I 3— 2 x 6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 3— 2 x 8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 3-2 x 10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 3— 2 x 12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 For SI: I inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa, 1 pound = 0.454 kg. N a. Live load = 40 psf, dead load = 10 psf, L/A = 360 at main span, L/A = 180 at cantilever with a 220-pound point load applied at the end. b Beams supporting deck joists from one side only c. No. 2 grade, wet service factor d Beam depth shall be greater than or equal to depth of joists with a flush beam condition. c. Includes incising factor. f. Northern species Incising factor not included g Beam cantilevers are limited to the adjacent beam's span divided by 4 208 2020 MINNESOTA RESIDENTIAL CODE Cp ghte. zozo ICC YY ALLRIGIFTSRESERVFD Accessed by Dan Klnn(d. W—C--t montkello mrt L(-) Order Numbr u tooe7191eon Apr za.zozo oe ae AM(PDT) pursuant to lAc w Agreement wh ICC 1 i 1'i 1 N. funkier mpodunton, no further reproductions by any ihnd parry. or dlstrlbuuon aulhoririd Single user only, cop)sng and netanrkmgprohtbned ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF TI IF FEDERAL COPITUGHT ACT AND THE LICENSE AGREEI.fENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THFREUNDER For SI 1 inch = 25.4 mm. 5 2" MINIMUM FOR BEAM SPLICES BEAM SPLICE (IF REQUIRED) IF REQUIRED) - MUST OCCUR OVER POST APPROVED POST CAP BEAM OVER POST CAP BEAM OVER POST FIGURE R507.5.1(1) DECK BEAM TO DECK POST MINIMUM 2" MINIMUM 2' SINGLE PLY BEAM MULTIPLE -PLY BEAM 2)1 /2" DIAMETER , THROUGH -BOLTS r, _ OR APPROVED' EQUIVALENT CONNECTOR ' For SC 1 inch = 25.4 mm. POST NOTCH FOR FULL -BEAM BEARING 2 2'/2" MIN. BEAM SPLICE r 2 2" i< 5" I z 2'/: FIGURE R507.5.1(2) NOTCHED POST -TO -BEAM CONNECTION FLOORS 2020 MINNESOTA RESIDENTIAL CODE 209 C pynght a ICC ALL RIGTDa SRFSERVEDAL—d by W. IJcm Ilan AIcmC t monucello inn us), I) Order N—tl u(l 71918on Apr za, zozo nx ae pursuant AAI (PDT) to Ij...s Ag—m— —h ICC 1 No further repmdunton, no further repmdu.uons by any thud parry, or &—huuon amho d Single ucer nnly,.opying and nrn.ork,,gproh,b,t d ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICE.NSF AGREEMENT. AND SUBIECT TO CR'IL AND CRIMINAL PENALTIES TIFEREUNDE.R 1 W 871918 FLOORS I RIM PRIMARY STRUCTURE 0R CANTILEVERED JOISTS / 3LOCKING OR / DTHER LATERAL LEDGER / RESTRAINT BOARD / REQUIRED OVER MM 3EAM / JOIST JOISTS HANGER / BEAM / POST (BEYOND) JOIST SPAN PTONAL CANTILEVER CANTILEVERED JOISTS WITH DROPPED BEAM RIM FOR CANTILEVERED JOISTS BLOCKING OR OTHER LATERAL RESTRAINT REQUIRED OVER BEAM JOIST BEAM POST (BEYOND) JOIST SPAN = - OPTIONAL OPT ONAL CANTILEVER CANTILEVER JOISTS ON FREE-STANDING DECK WITH DROPPED BEAM JOIST BEAM POST (BEYOND) PRIMARY STRUCTURE LEDGER / BOARD j JOISTS / HANGER / EACH END / JOIST SPAN MEASURED CENTERLINE TO CENTERLINE OF JOIST HANGERS JOIST JOISTS BEAM HANGER EACH END POST (BEYOND) JOIST SPAN MEASURED CENTERLINE TO CENTERLINE OF JOIST HANGERS JOISTS ON FREE-STANDING DECK WITH FLUSH BEAM FIGURE R507.6 TYPICAL DECK JOIST SPANS 210 2020 MINNESOTA RESIDENTIAL CODE IIliffl111U1 111<MtI] Il aKIIIl N. f nghi c mzd,a ALL RIGHTS RESERVE., Accessed by Dan hTnn lMbIUImC l mnnu Smgln u , nl,,,.p Numbern,o , r mg pr Apr za, ANY UNAUTHORIZED ae UTHORI) REPRODUCTIONEPR to UCTIe Agreement wuh lCC Nn (unher repralu.tmn, nn (usher reproducnons by any thud parry, or d stnbunon aulhorved Smgle user onl}. mpl ng and nceworlung prnhl6ned ANY 11NAUTHORI7.FD REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPITIGHL ACT AND TIIF LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES TIIEREIINDE.R. 1-71918 FLOORS NOTE: THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS. 2" MIN. FLOOR JOISTS For SI: I inch = 25.4 mm, I foot = 304 8 mm SHEATHING n SIDING FLASHING FOR WATER TIGHTNESS DECKING APPROVED JOIST HANGERS 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750 LB. CAPACITY AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 3/8" DIAMETER LAG SCREW PREDRILLED W/ MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS, OR HEADER. FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS 214 2020 MINNESOTA RESIDENTIAL CODE J IJ,''11K1 j 1 '', -, p I;hI I —1CC ALA. RIGHTS RESERVED A-1 bDa ynfit— ldan kl-1,, monticello mn us), -) Order Number ou Ie; tote on Apr 24, zoz" os as AM urswvn (PDT) pto L,ense Agreement -th ICC 1 No lusher repmducvon, nn funhn rep-ducuons b) any thvd parry, or dtstnbutton authnnzed Smgle user only, cop)ong and nenvorkmg prohtbned ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPIWGIrT ACT AND THE LICENSE AGREEMENT. AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES TIIERF.UNDER. 409 HANDRAILS: Shall Be Contlnuous, 34 to 38 inches Above Tread Nosiig, Return Ends or Terminate Newel Poems provide stairway Illuminatlarl Min. landmq length ill I+ruc WO i Starr Risers - maximum 7' nches in height Stair Treads - 1 O urn depth Maximum ari 3/8 inch Close Stair 1 4' Sphere Must S' Sphere Mu -J p'& Below Flail: Pass Riser Openings Pass Below Guard Roil Spanning Requirements for Trex" Stairs Note: English measurements are shown. Convert to metric measurements if necessary. Stringer 1" x 8" Riser Z 11"min. 3/4" max. overhang Fasten treads to all stringers Riser removed for clarity I I See chart below 36" minimum width - 4 stringers are required Above 36" width - 5 stringers are required Stairs Stairway Detail Stair treads built with Trex meet requirements of the major national building codes. Consult your local municipality for specific requirements. Fasten stair treads continuously across at least four stringers. See chart (to the right) for center -to -center spacing of profiles. Dress the sides of the stringers and risers with trim or Trex fascia for a finished look. When installing risers, use two screws per every stringer. Fascia fasteners can only be used if fascia boards are being used for risers. If deck boards are used, recommended composite deck screws must be used glue is not required for this application). Most model building codes require the stair treads to be constructed under the following requirements: Stairways must be at least 36" wide* Stair treads must be at least 11" deep Gapping between Trex boards on stair treads must be 1/4"-3/8". The overhang of the stair tread is not to exceed 3/4". For railings that are installed directly over stair treads, the stair treads may need to be larger than 36" wide. Refer to local building code regulations for details prior to installing stairs and railings. NOTES. Trex rails meet all major building codes for use as a guardrail system. Local municipalities may require a graspable handrail on stairways. Check with your local building code official for local requirements. See Trex ADA Handrail System in the Trex product catalog. Maximum :Spacing on Center o`f i,LStL1n9.e Transcend 1" x 6" 12" Select, Enhance (scalloped bottom), 9" 1" x 6" Transcend & Select 2" x 6" 12" 24 CITY OF 505 Walnut Street, Suite #1 On lCe 0 Monticello, MN 55362MPhone: 763-295-3060 BUILDING SAFETY Fax: 763-295-4404 Email: building.decartment2(Mci.monticello.mn.us DECK PLAN DETAILS fill in the blanks) Deck Width: / ' Joist Length: Beam Size: Joist Size: Post Size: Joist Spacing: A Post Spacing: 7 ` C Number of Posts`. 3 ZZ, N Please provide measurements in the blanks below): Joist Cantilever mom Dea Height Above Grade 3 Footing Diameter cue Bottom Diameter APPLICATION CHECKLIST: Address: Yes No s'' 1. Is a future porch being considered? 2. Will there be a hot tub or spa on the deck? 3. Is the deck attached to a house cantilever? If yes, provide special design. 4. Is a guardrail required (over 30 inches above grade)? 5. Is a handrail required on the stairs (4 or more risers)? 6. Does the deck site plan show distance to property lines and buildings? 7. Using composite deck materials? If yes, identify b Guaird MWIlngs 3W MWmum HftM O e Sptwm Must Not Pow 1!1 REFERENCE BENCHMARK TNH at the NE Quadrant of Ebersole Ave and 87th St NE Devotldn = 959.34 feet (Plat Datum) Per Record Drawings ELEV PER GRADING PLAN Plans By Pioneer Engineering Lookout Garage Floor Dev = 964.2 Lowest Floor Dev = 956.5 Lowest Opening Dev = 959.7 PROPOSED HDUSE ELEVATI Top of Block Front Elev = 9E5.3 965.2 Garage Floor Dev = qes.e 964.9 Top of Block Rear Elev = 959.7 (6 courses) 959.6 Lowest Floor Elev = 9S&e 955.9 F r—r— • —r—r rr—ram i —r— ° r—LS 42299 r• r- rk r r--rr- r- r r rr rr-- ry Comer fans in catch basin /. SETBACKS 30' Front 10' Side 30' Rear HOUSE TYPE Full Basement lookout ZONING R—1 Residential PlD: /5525200/040 fvocontJ PID: 155252001150 0• Are¢ 18,011% Sq.FL V4aoa37xAGIt 4S9 IL / ' O House Nx % o *F-1f4155 a e If r) P10: 155252001060 vacane) Naperty Owner! Applicant shall verify all existing, private and public easements. 8\ s$ \ ` Or oar \ q Si O 5X As - Built Certificate for Novak Builders Lot 5, Block 1, FEATHERSTONE FOURTH ADDITION City of Monticello, Wright County, Minnesota ALL BEARING AND DISTANCE INFORMATION IS PER THE RECORDED PLAT. EASEMENTS ARE SHOWN PER RECORDED PLAT UNLESS OTHER DOCUWENTATION WAS PROVIDED TO IS. s . 8 q/ o lb LS 42MI 7 1 r r r r r r r I r I r r l L/ L/ r r I / I . / O GarOgO O SHEET N0. I As —Built Certificate BOGART, PEDERSON Novak Builders & ASSOCIATES, INC. LAND SURVEYING L5, BI, FEATHERSTONE FOURTH ADD. CIVIL ENGINEERING MAPPING 8- 9322 WrightCounty, MN TEL: 6763-262—OB22 FIRSTSTREET. BE AXE:a7B 2620 BB444 I AS BUILT GRADING SURVEY Approved ' ny` + Act si12i21—'— Denotes found bun monument 960. 2 Denotes as—bu0t devotion 959. 4 Denotes as —built ground elevation x 976.4 Denotes existing ground elevation Denotes proposed elevation f — Denotes proposed drainage flow Denotes dectrk serv/ce stub Denotes water curb stop Denotes sanitary service Denotes beehive catchbasin 0 Denotes te/epho ne pedestd B Denotes efectrkxd cabinet OR Denotes cable televbdon box Denotes Grigatlon box Denotes light pole Denotes sanitary manhole LS 42299 Denotes Peter ,L Hawkbuon, LS Denotes bituminous surface Denotes easement Denotes arfsting adJokwo SOL — Denotes building setback line I hereby certify that this survey, plan, or DATE: 11 /6/20 reportwaspreparedbymeorundermymy direct supervision, ano that I am a DESIGN BY: duly Licensed Land Surveyor under the laws of the State of Minnesota. DRAWN BY: RT CHECKED BY: CAW pevyrs,. rvr•_ DWG RLE:LSBIASB Signed Craig A. Wensmann FILE NO.:16-0212.05 Date: 11/12/20 Reg. No.47466 X 0 20 SCALE: Drainage and tngny Easements are shorn thus: J e I— JL 91__- I N.T.S. I Being 6 feet In width, and adjoining lot lines, and 12 feet in width and adjoining street lines and rear lot lines unless otherwise Indkbted an the plat REV DATE DESCRIPTION NO. 1 5-3-21 Final gradinq as —built