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Permits - Permit# SP-2020-00081 - 4325 Channel Road - 1/1/2020City of Spring Park Permit CITY OF RRX Permit Number: SP-2020-00081 A:e Issue Date: Zoning Type: RESIDENTIAL [�t 11 ESE t4 If S O T A Use Type: To Schedule an Inspection Call: 952-442-7520 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS MON-FRI: 8AM-4:30PM NO HOLIDAYS Details Site Address: 4325 CHANNEL ROAD, SP, MN 55384 Description: Add deck to sun -porch Permit Granted To: Homeowner's Name: STEVEN J MEYERS Permit Type: BLDG - Deck Phone Number. Permit Exp: 3/21/2021 Parcel #: 1911723120034 Valuation: $5,000.00 j I -.--- - ------------------------- ___..__..._____-.-___---___ Fees(4) - _ -_ - — -- __--------------...--- ---------------- Receipt # Product Sale Date Quantity Date Paid Status Pmt Info Amount 0 License Lookup 9/15/2020 1.00 Due $5.00 0 State Surcharge 9/15/2020 1.00 Due $2.50 0 —Permit Fee 9/15/2020 1.00 Due $155.75 0 Plan Review Fee 9/15/2020 1.00 Due $101.24 Total: $264.49 Notes • This permit is issued in accordance with and subject to all provisions of Ordinances and policies governing building and zoning in City of Spring Park. • Permit Holder/Contractor/Owners Agent is responsible to call for the inspections! • Permit Packet, including approved plan, and this inspection record must be posted in an accessible location before calling for inspection. Maintain this inspection record until work is complete. • No deviations from the approved plans are allowed without prior consent from the building inspections department. • To Owner, Occupant, or Contractor: It is ILLEGAL TO OCCUPY this area/building until all required final inspections have been made, approved, signed, and certificate of occupancy issued! M. Scott Qualle, Building Official City of Spring Park #4349 Warren Avenue ♦ 55384 Copyright ©2020 Poor Quality Document Disclaimer The original or copy of a document or page of a document presented at the time of digital scanning contained within this digital file may be of substandard quality for viewing, printing or faxing needs. it 11 "A iJ %� i l \J 1 \ 1\L'J %� \J l\i! 2020 MN State Building Code rE ADDRESS: RMIT TYPE: NE/USE TYPE: PLICANT: LINER: City of Spring Park 3791 SUNSET DRIVE, SP, MN SS384 MECH - Furnace (replacement) RESIDENTIAL Classic Heating GARY SAMUEL Permit Number: SP-2020-00086 Issue Date: Description: Furnace replacement (wn" flex) and bath fan replacement. No inspection will be performed, and a re -inspection fee will be charged, if this "Inspection Record", the "City of Spring Park Permit", and, when applicable, the approved plans are not available to the inspector. This permit expires if construction activity does not commence within 180 days from obtaining this permit; whet nstruction activity has been suspended or abandoned for at least 180 days; or the work has not been inspected within 180 days from the last documented activi IF SEPARATE PERMITS ARE REQUIRED, REFER TO THE "SEPARATE PERMITS REQUIRED FOR:" STAMP ON YOUR APPROVED PLANS/CONSTRUCTION DOCUMENTS TO IDENTIFY WHAT SEPARATE PERMITS ARE REQUIRED. ALL REQUIRED ROUGH -IN INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A FRAMING INSPECTION. ALL REQUIRED FINAL INSPECTIONS, NOTED ON SEPARATE PERMITS, MUST BE COMPLETED PRIOR TO SCHEDULING A BUILDING FINAL INSPECTION. DO NOT COVER ITEMS TO BE INSPECTED. -mit Card Inspection Inspector's Response Approval Date Comments or Corrections Required Mechanical Final Required MUST CALL TO SCHEDULE NO LATER THAN THE BUSINESS DAY PRIOR TO THE INSPECTION DAY: 8:00 A.M. TO 4:30 P.M. MONDAY THRU FRIDAY. PHONE NUMBER TO CALL: 952-442-7520 When a Certificate of Occupancy Is needed, return this card and the approved final inspection notice to the City of Spring Park office. CITYFORCE — CHEAT NOTES Running some of our end -of -the month reports, I noticed some common mishaps when data is being entered into the program. When issuing an over-the-counter permit, can you please be sure and fill in, at a minimum, the following sections: 1. Type — please note: • All over-the-counter permits such as reroofs, resides, rewindow/redoor, will start with "MAINT" — unless you are starting the process for a permit that will come to our office for review, you will NEVER. choose a permit that starts with BLDG • Residential plumbing and mechanical permits will start with MECH or PLG. Be sure to NOT choose a permit type that includes Commercial or Comm in the description. • A good rule of thumb, if the fees do not auto -populate, the wrong permit type was most likely chosen. By the time you see the fees, it is too late to change the Type. The permit will need to be voided. Do NOT choose the "Void" button: IM Application Date: 02/25/2020 Review Date: 03/09/2020 ksue D occupancy Final Instead, change the Status of the permit Status: i Approved • Type: tes - Please Select -- Received Application Zoning Class: Under Review Approved Use Type: Approved as Noted Not Approved Use Type 2: Closed ll=-On Type Use Type 4: Flold -Expired 2. Zoning Class — change to Residential 3. Code Year — Choose 2020 4. Applicant — Choose Homeowner or Contractor 5. If Contractor, enter the Contractor information. Once you start typing, a list of options will pop up — if the contractor is not on the list, you will need to X out of the list and delete what you have started to type. To add a contractor, choose the and Add; enter the Company Name (at a minimum) - SAVE 6. Verify that the Application Date is correct 7. Enter the Issue Date 8. Enter the Description if necessary — (ie Garage only; mech work for basement finish; two sinks, toilet, shower; etc.) 9. Hit "Save" —this is very important! 10. Change the Status to "Approved" — If it did not automatically change - assuming the permit is being paid for and issued at the time you are entering the information. 11. Hit "Save" Scroll down to "Fees" if using the Vertical view; OR choose the Payments tab YOU WILL ALSO NEED TO DO THIS SECTION WHEN RECEIVING A PAYMENT FOR A PERMIT THAT WENT THROUGH CODE :t :kVl I AT.Yh 1. Choose "Add" 2. Enter the Date/Payment Method 3. Check to make sure that all applicable fees are being paid and that the total Due equals the amount being paid 4. Hit "Save" PRINT THE PERMIT CARDS AND PERMIT REPORT As always, you can call us at 952-442-7520 if you have any questions@ Thank you for your Payment! Transaction ID: 10038 Transaction Number: Transaction Type: Payment Recipient: Homeowner Notes: --1 C1:17Y OF U T`Vu JV NDU MlINNIESOTA City of Spring Park 4349 Warren Avenue SP MN, 55384 Ph:952-442-7520 $264.49 Date: 9/22/2020 Method: Check: 5045 Address: 4325 CHANNEL ROAD, SP, MN 55384 Reference: Permit Number: SP-2020-00081 Type: BLDG - Deck for Fees (4) Product:Quantity: State Surcharge Paid 1.00 $2.50 $0.00 $2.50 Plan Review Fee Paid 1.00 $101.24 $0.00 $101.24 License Lookup Paid 1.00 $5.00 $0.00 $5.00 -Permit Fee Paid 1.00 $155.75 $0.00 $155.75 Total Amount: $264.49 Page 1 of 1 Printed on: 9/23/2020 M SPRING PARK On Lake Minnetonka September 21, 2020 Permit Number: SP-2020-00081 Project Name: J & D Contracting Inc 13415 Lexington Rd Montgomery, MN 56069 Scope: Residential Code Review of a new deck for a single-family home at 4325 Channel Rd. Inspections: All work shall be inspected. It is the responsibility of the contractor/installer to contact the Department of Building Safety, when ready to schedule an inspection, at (952) 442-7520 between the hours of 8:00 a.m. and 4:30 p.m., Monday through Friday. The plans and specifications for the project named above have been reviewed for substantial compliance with the current Minnesota State Building Code. The review is limited to the submitted scope of work and is based upon the supposition that the data on which the design is based are correct, and that the necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features must be taken by the project designer. Any changes from the submitted plans and specifications shall be reviewed and approved by the Department of Building Safety. Approval is based on the correction of all noted deficiencies and compliance with all applicable items listed below. The following information is related to the submitted plans/scope as general information and/or code compliance requirements. Compliance with the stated requirements shall be verified during the construction process. Any changes to the plan and any required additional information shall be provided to this agency for code -compliance review and approval, prior to its installation. General Information: 1. Applicable Codes: a. 2020 MN Residential Code (MRC) (2012 IBC as amended) b. 2020 MN Special Provisions (MSP) c. 2015 MN Energy Code (MREC) (2012 IECC as amended) d. 2020 MN Mechanical Code (MMC) (2012 IMC as amended) e. 2020 MN Fuel Gas Code (MFGC) (2012 IFGC as amended) f. 2015 MN State Plumbing Code (MPC) (2012 UPC as amended) g. 2017 MN Electrical Code (MEC) (NFPA 70) 2. Separate permits are required for: a. Electrical 3. The field inspector may identify additional code compliance requirements identified code compliance requirements shall be completed. Specific Code Items to Be Addressed During Construction: 1. See approved plan and items listed below. Any additional City of Spring Park 4349 Warren Avenue, Spring Park, MN 55384 Phone: (952) 471-9051 / Fax: (952) 471-9160 / Web: www.ci.spring-park.mmus The below items are commonly missed items that require correction following inspections. These are provided for your benefit and may or may not apply specifically to your project. MN Residential Code: 1. Approved corrosion -resistant flashing shall be applied shingle -fashion in such a manner as to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711 and fluid applied flashings shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashing shall be installed at all of the following locations: (MRC R703.4) a. Continuously above all projecting ledger boards. b. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood -frame construction. 2. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top landing of the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom of the landing or stairway. (MRC 303.8) 3. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2-percent). (MRC R311.3) 4. Exterior landings, decks, balconies, stairs and similar facilities shall be positively anchored to the primary structure to resist both vertical and lateral forces or be designed to be self-supporting. Attachment shall not be accomplished by use of toenails or nails subject to withdrawal. (MRC R311.5) 5. Stairways shall not be less than 36 inches in clear width at all points above the permitted hand- rail height and below the required headroom height. Handrails shall not project more than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 31-1/2 inches where a handrail is installed on one side and 27 inches where handrails are provided on both sides. (MRC R311.7.1.2) 6. Handrails: a. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrails to comply with MRC R311.7.8 for mounting height, continuity and grip -size. (MRC R311.7.8) b. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. (MRC R311.7.8.1) c. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inch between the wall and the handrails. (MRC R311.7.8.3) d. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. (MRC R311.7.8.4) 7. The maximum riser height shall be 7-3/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees from the vertical. Open risers are permitted provided that the opening between treads on risers located more than 30" above the floor do not permit the passage of a 4-inch-diameter sphere. (MRC R311.7.5.1) 8. The minimum tread depth shall be 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. (MRC R311.7.5.2) 9. Guards: a. Guards shall be located along the open sides of floors, stairs, ramps, and landings that are located more than 30 inches measured vertically to the floor or grade below. Insect screening shall not be considered as a guard. (MRC R312.1.1) b. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches high measured vertically above the adjacent walking surface, adjacent fixed seating or the line connecting the leading edges of the treads. (MRC R312.1.2) Exceptions: i. Guards on the open sides of stairs shall have a height not less than 34 inches measured vertically from a line connecting the leading edges of the treads. ii. Where the top of the guard also serves as a handrail on the open sides of stairs, the top of the guard shall not be less than 34 inches and not more than 38 inches measured vertically from a line connecting the leading edges of the treads. c. Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4 inches in diameter. (MRC R312.1.3) Exceptions: i. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches in diameter. ii. Guards on the open side of stairs shall not have openings which allow passage of a sphere 43/8 inches in diameter. d. Plastic composite exterior guards shall comply with the requirements of Section R317.4. (MRC R312.1.4) 10. The ends of beams shall have not less than 1-1/2 inches of bearing on wood or metal and not less than 3 inches of bearing on concrete or masonry for the entire width of the beam. Where multiple -span beams bear on intermediate posts, each ply must have full bearing on the post in accordance with Figures R507.5.1(1) and R507.5.1(2). (MRC R507.5.1) 11. Deck beams shall be attached to supports in a manner capable of transferring vertical loads and resisting horizontal displacement. Deck beam connections to wood posts shall be in accordance with Figures R507.5.1(1) and R507.5.1(2). Manufactured post -to -beam connectors shall be sized for the post and beam sizes. Bolts shall have washers under the head and nut. (MRC R507.5.2) 12. The ends of joists shall have not less than 1-1/2 inches of bearing on wood or metal and not less than 3 inches of bearing on concrete or masonry over its entire width. Joists bearing on top of a multiple -ply beam or ledger shall be fastened in accordance with Table R602.3(1). Joists bearing on top of a single -ply beam or ledger shall be attached by a mechanical connector. Joist framing into the side of a beam or ledger board shall be supported by approved joist hangers. (MRC R507.6.1) 13. Joist ends and bearing locations shall be provided with lateral resistance to prevent rotation. Where lateral restraint is provided by joist hangers or blocking between joists, their depth shall equal not less than 60 percent of the joist depth. Where lateral restraint is provided by rim joists, they shall be secured to the end of each joist with no fewer than three 10d (3-inch by 0.128-inch) (76 mm by 3.3 mm) nails or three No. 10x 3-inch long wood screws. (MRC R507.6.2) 14. Deck ledgers shall be a minimum 2-inch by 8-inch nominal, pressure -preservative -treated Southern pine, incised pressure -preservative -treated hem -fir, or approved, naturally durable, No. 2 grade or better lumber. Deck ledgers shall not support concentrated loads from beams or girders. Deck ledgers shall not be supported on stone or masonry veneer. (MRC R507.9.1.1) 15. Band joists supporting a ledger shall be a minimum 2-inch-nominal, solid -sawn, spruce -pine -fir or better lumber or a minimum 1-inch by 9-1/2-inch (25 mm x 241 mm) dimensional, Douglas fir or better, laminated veneer lumber. Band joists shall bear fully on the primary structure capable of supporting all required loads. (MRC R507.9.1.2) 16. Fasteners used in deck ledger connections in accordance with Table R507.9.1.3(1) shall be hot - dipped galvanized or stainless steel and shall be installed in accordance with Table R507.9.1.3(2) and Figures R507.9.1.3(1) and R507.9.1.3(2). (MRC R507.9.1.3) 17. Alternate framing configurations supporting a ledger constructed to meet the load requirements of Section R301.5 shall be permitted. (MRC R507.9.1.4) 18. Lateral loads shall be transferred to the ground or to a structure capable of transmitting them to the ground. Where the lateral load connection is provided in accordance with Figure R507.9.2(1), hold-down tension devices shall be installed in not less than two locations per deck, within 24 inches of each end of the deck. Each device shall have an allowable stress design capacity of not less than 1,500 pounds. Where the lateral load connections are provided in accordance with Figure R507.9.2(2), the hold-down tension devices shall be installed in not less than four locations per deck, and each device shall have an allowable stress design capacity of not less than 750 pounds. (MRC R507.9.2) 19. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. (MRC R319.1) MN Special Provisions: 1. Minimum footing depth in zone I is 42 inches. (MRC 1303.1600 Subp. 1) If you have any questions or concerns regarding this plan review please contact me via telephone at 952- 442-7520 or email at codereviewa-mnspect.com. Regards, Meol 'Kai -tern, R.A., NCARB Plan Reviewer MNSPECT, LLC Helping You Comply With The Code 235 First St. W. Waconia, MN 55367 O: 952-442-7520 F: 952-442-7521 www.mnspect.com TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST' (Deck live load = 40 psf, deck dead load =10 psf JOIST SPAN CONNECTION DETAILS 6' and less 6'1" to 8' 8'1" to 10' I10'l" to 12' 1 12'1" to 14' 14'1" to 16' 16'1" to 18' On -center spacing of fasteners '/ inch diameter lag screw with'/, -inch maximum sheathing'-` m 30 23 18 15 13 I l 10 '/,-inch diameter bolt with'/z-inch maximum sheathing` 36 36 34 29 24 21 19 '/ inch diameter bolt with I -inch maximum sheathing' 36 36 29 24 21 18 16 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, l pound per square foot = 0.0479 kpa. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. The tip of the lag screw shall fully extend beyond the inside face of the band joist. c. Sheathing shall be wood structural panel or solid sawn lumber. d. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber, or foam sheathing. Up to V,-inch thickness of stacked washers shall be permitted to substitute for up to'/, inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledger' 2 inches' '1, inch 2 inches' V/s inches' Band Joist` '/a inch 2 inches 2 inches' 1 % inches' For SI: I inch = 25.4 mm. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(1). b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). N QO QO 0O 5" MAX 0 (0 0 2" MIN. LEDGER LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS 5.5" MIN. FOR 2 X 8" 'DISTANCE SHALL BE PERMITTED TO 6.5" MIN. FOR 2 X 10 BE REDUCED TO 4.5" IF LAG SCREWS 7.5" MIN. FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 BAND JOISTS. 314" MIN. For SI: I inch = 25.4 trim. FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2x BAND JOIST — OR ENGINEERED RIM BOARD 2" MIN. 15/e" MIN. 5" MAX. 2" MIN. FLOOR FRAMING �d O �o o � d O p 0 . 0 --0 EXISTING FOUNDATION WALL For SI: 1 inch = 25.4 mm. For SI: 1 inch = 25.4 mm. DECK JOIST LAG SCREWS OR BOLTS JOIST HANGER FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS NOTE: THIS DETAIL ISAPPL WHERE FLOOR JOIS PARALLEL TO DECK Q111011 FLOOR JC For SI: I inch = 25.4 mm, I foot = 304.8 mm. SHEATHING 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 Ye" 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 CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue SP-2020-00081 Spring Park, MN 55384 Handout Given Phone: 952-471-9051 Fax: 952-471-9160 ❑ Lead Handout Given Routed to MNSPECT SITEADDRESS:- 1132 6L utOA/7Z I Rd1SPro^!, 0a►1-1 PID: 1) Was the home constructed before 1978? (YES o, eontinu with line 2, NO o continue without completing EPA Section) 2) Will the work disturb t6 sq It of interior painted surfaces or 2!20 sq It of exterior painted surfaces? (YES,q go to line 4, NO a line 3) I) Are there any windows being replaced? (YES lg, go to line 4, NO a continue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES is, you MUST Attach Certification Information, NO a complete line 5) s) EPA Contractor Certification Number. NAT - 6- (applies to contractor only) PROPERTY OWNER: a erS Address: 0 ,&k - *- 1, n9 a State: MN Zip: s5140 Email: INN bin 1.4 Pr vnSn - Coe^ he: VIC— /`LS.-�- pass: /-Aft 1.4, %Yri is: &tz-75'y -Y i act Name: ':Tr en CT: tE OF WORK: ❑ New Construction )(-Deck . - o Re -Roof ommercial Residential c Change of Use ❑ Poolt� ❑ Re -Side EST. VALUA ION OF WORK ❑ Finish Basement a Retaining .ail a Fence ____.._ a Remodel Porch a Shed are feet: ❑Addition ° De4lition -o Window/Door-Replacement,, ❑ Garage-Attached/Detach M Plumbing -provide detail on Page 2 # being replaced Wed Description of Work: a Accesso . Strruucture c Mechanical -provide detail on Page 2 c Misc Other aeel�+N to entr upcn rid teary to perform needed riajslom. Emy rnay�VAWIA Wa nOM I MwEy =19cwbdga 2=1 lmva rood 1Wa 401 aim and aYb I i r. ail Mgmdbn is t w and me.:o the ilea: rl wry gfoMadge. I lurlrr slpaa bet all ray-sk�erinmle4,L� Ee m aeodance mill I�reved caters, epeelEeelere and eaduone and to atlde !y el a�mrxaa orTa MhmlrJFa�r is be is" o: ba Sbb of IAmlaaota rag rp eChora taken P ill to gas-}i'armR I agree to pay all plan nmew face arm Ir I eAoou not to proeaea with ins wort Panne agree wt m waft nrK eatraeneed +irJrh taC daq hoe: Qa%a QlpjmiiL"enHtrwkis 'awpmtlad rLmdmed. or nC. M*6ved Mr 100 days. woA beya d Me scope cfdde per rfL orwvr WMA a pwm[ or rnspewm. Its strip: to a pasty. .:a_..:. Nolen Ordlnandf�n Etfait WMDAY - RVDAY Before 7 am. and after 10 pm. WeekerdslHoOdays before 7 am. and after s p.m. er, IN& 7.n a a Permit Fee: $ 155.75 Plan Review Fee: $ 101.24 State Surcharge: $ 7-Sn Site Inspection Fee: S S.E.C. Fee: $ Investigation Fee / Other Fee: $ Copy Charge (S.25 per 8.51111 page) $ C 0 License Check ($5) / Lead Check ($5) 3 S-0 to SUB TOTAL $ 264.49 Plumbing Fee (from Page 2) $ m Mechanical Fee from Page 2 $ LL Special Conditions/Required Setbacks: O This Is the signature of: 0 Owner Yes / No WAC Charge: $ Sewer & Water Hookup: $ Sewer & Water Disconnect: $ Water Meter. $ Muni SE/WA Fee: $ •2016 SAC Escrow: $2_485 Other. $ TOTAL DUE: $ 'NOTE Commmcid plum will be submitted td fho Yet CourrcO 6Mronrrlanw aura for SAC detain inatlom Escrow peyrrmrd wee be roqulrsel when permit Is Issued. N after Yet council nnitsw no aAC Is detennlrrcd. escrow win be raMrded In fuLL dins Approval By /V, IAil', DATE: 09/21 /2020 led Building Approval BY I -NiSole Kastern ❑ License Verification O Lead Verification - Checked Bt Approval By. _ DATE: — Y 1:.1411. 1 /9 Date: 91aA •aU Receipt No. 50 ys By: hno'✓I a I SUPPLEMENT to Deck Permit Application M( UST be included when applying for permit) The following information is required to be included with a Deck permit application. 14" DIA/ 16" DIAM 1. Footing Diameter. 2. Size of posts: 6 YG 1Ccr_L,,U4 It Depth:. !!jz, 3. Size of beams: Number of plys: 4. Cantilever on beams:4� (cantilevers over 12" require engineering) 5. Size of joists: 2—V,16 Spacing: /6 6. Cantilever on joists: (cantilevers over 240 require engineering) 7. Species of lumber (please check one): ❑ Southern Yellow Pine ❑ Ponderosa Pine ❑ Spruce Pine Fir ❑ Hemlock Fir ❑ Douglas Fir ❑ Cedar ❑ Composite ❑ Unknown 8. Dimensions of floor boards: % X Type: (�jC See note If using composite decking materials please indicate the manufacturer.�O ll 9. Height of deck from ground: 3 r� 10. Height of guardrail: 11. Spacing of spindles: 12. Height of handrail: 13. Dimensions of deck:)c f 7 14. Distance to property lines (also identify on site plan): a. Side 1: b. Side 2: c. Rear: d. Other. Decks Page 3 of 3 Revised May-2016 1 Composite decking often has reduced span ratings, especially when used as stair treads. Maximum spans of composite decking shall not exceed spans specified in manufacturers installation instructions. Instructions to be available on -site at final inspection. stairs to Sun Porch Steve Meyers 4325 Channel Road Spring Park, MN 55384 Existing Sun Porch Girder/Beam plies shall be fastened with two rows of 10d nails minimum at 16-inch on center along each end (R507.5) Joists: 2x10 @ 16" o.c. Beams: (2) 2x10 Posts: 6' x6" "----------0-----------0--------------G eam I cy: (D O� O O � Oi ---(2)-2x10beam ----------ct--------------e--------0 I I I I 1 I 1-------------------- lr------------ ALL OTHER FOOTINGS: bell base of footing to (16" 0) W x (6") Thick, 42" deep. To meet minimum footing size from Table R507.3.1 bell base of footing to (16" 0) W x (6") Thick, 42" deep. •0.5" I I 3' 611 I 1 1 I I I I I I New Footings - see dial Deck/Stairs to Sun Porch Steve Meyers 4325 Channel Road Spring Park, MN 55384 1-1 1-1 1'1 1 1 3- 1 1 1 1 Ir--------------- 1 1 1 I I 4- - - - - - - - - - - - - - - - - - - 1 1 1 1 1 I I---------5----------J I �5—L---------- 6----------- A continuous handrail shall be provided on at least one side of each flight of stairs with four or more risers. Handrails shall comply with Type I or Type II graspability. Handrail must be continuous in flight and not interrupted by newel post, and must return at the ends. --6.75•--------- i — — - ---- 1 6.75' I 1 1 I I — 1 1 6.75' 2- 3" I I 4 New Foo&W- see Diagram Post 6" THICKNESS AT BASE w Y Z H � d ROUND DIA (BELLED) 16 X 6 POST • SECURE TO CONC. FOOTING W! SIMPSON METAL DIM CONNECTOR �- GRADE CARDBOARD TUBE ° I• a KNOWN AS SONO TUBE t • f ' -- REPLACE GRAVEL FILL ' iII AFTER CONC. HAS SET POURED CONC. PIER ° I J NOTE: FOOTINGS TO BE INSPECTED BEFORE POURING OF CONC. I 2 CONCRETE PIER FOUNDATION,. _ � 12, NN N AI f Read all attached materials. EEv:eryon:epe:rform:1n:g:work:to which the code is applicable shall comply with the code. .� The field copy of these plans must be kept on -site and made available to inspector during all inspections. To schedule inspections call (952) 442-7520 Please have the permit number and street address ready at the time of the call. Electrical All electrical must be approved by local Electrical Inspector. For electrical permit inquiries please contact the City of Mound Electrical Inspector. Dave Hucky (952) 442-7520 Plan Revisions All construction shall comply with the approved plans. Plan revisions will not be reviewed in the field without prior approval from the Building Official. Submit all plan revisions to the Department of Building Safety for review, prior to their construction. BEFORE YOU DIG Contact Gopher State One Call to locate buried utilities. 651-454-0002, 800-252-1166, www.gopherstateonecall.org In accordance with Minnesota law, you must wait 48 hours (excluding weekends and holidays) after you've submitted your dig information to begin your digging project. Reviewed for Code Compliance This review is limited to the submitted scope of work, is based upon the supposition that the plan accurately depicts the intended construction and end -use, that the necessary legal authority has been obtained to construct the project and work is subject to code compliance and field inspection during construction. By: nkasfern Type of Construction: DECK Date: 9/21/2020 Occupancy Classification: IRC-1 Permit #: SP-2020-00081 Code Edition: 2020 MN RESIDENTIAL CODE Deck Joist shall be provided with lateral restraint at bearing points. Where restraint is provided with hangers or blocking their depth shall be minimum 60% of the joist. If secured by a rim board it shall be attached with a minimum 3-10d (3"x0.128" nails) or three No. 10xX wood screws. Lateral Load Connectors Required When installing in accordance with Figure R507.9.2(1) install not less than two (2) within 24" of each end of the deck. When installing in accordance with Figure R507.9.2(2) install not less than four (4) devices with a minimum load rating of 750lbs each. Joists bearing on top of a multi -ply beam shall be fastened in accordance with Table R602.3(1). Joists bearing on top of a single -ply beam or ledger shall be attached by mechanical connector. Deck footings require inspection after excavation of all footings is complete but prior to placing any concrete. Minimum concrete compressive strength of 2500psi req Composite decking often has reduced span ratings, especially when used as stair treads. Maximum spans of composite decking shall not exceed spans specified in manufacturers installation instructions. Instructions to be available on -site at final inspection. All columns resting on footings require lateral restraint by means of mechanical connections or 12" embedment in concrete or surrounding soils See Figure R507.3