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Permits - Permit# SP-2021-00072 - 4766 West Arm Road - 8/3/2021City of Spring Park Permit 1 CITY OF P [ZI1\1cZK To Schedule an Inspection Call: 952-442-7520 Details Permit Number: SP-2021-00072 Issue Date: 8/3/2021 Zoning Type: RESIDENTIAL Use Type: IRC-3 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS ♦ MON-FRI: 8AM4:30PM ♦ NO HOLIDAYS Site Address: 4766 WEST ARM ROAD, SP, MN 55384 Description: REMOVE AND DISPOSE OF EXISTING DECK -BUILD NEW DECK Permit Granted To: Eastwood Builders Inc Permit Type: BLDG - Deck Homeowner's Name: TROY EHLERS Permit Exp: 1/26/2022 Phone Number: Valuation: $14,000.00 Parcel #: 1811723330021 Fees (5) 13248 License Lookup 7/30/2021 1.00 8/3/2021 Paid Check: 5285 $5.00 13248 Lead Certification 7/30/2021 1.00 8/3/2021 Paid Check: 5285 $5.00 13248 State Surcharge 7/30/2021 1.00 8/3/2021 Paid Check: 5285 $7.00 13248 —Permit Fee 7/30/2021 1.00 8/3/2021 Paid Check: 5285 $315.50 13248 Plan Review Fee 7/30/2021 1.00 8/3/2021 Paid Check: 5285 $205.08 Total: $537.58 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! Scott Qualle, Building Official City of Spring Park +4349 Warren Avenue ♦ 55384 Copyright ©2021 INSPECTION RECORD 2020 MN State Building Code City of Spring Park Permit Number: SP-2021-00072 Issue Date: 8/3/2021 SITE ADDRESS: 4766 WEST ARM ROAD, SP, MN 55384 Description: PERMIT TYPE: BLDG - Deck REMOVE AND DISPOSE OF EXISTING DECK-BUII.D NEW DECK ZONE/USE TYPE: RESIDENTIAL IRC-3 APPLICANT: Eastwood Builders Inc OWNER: TROY EHLERS 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; when construction 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 activity. 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. Permit Card Ins nse Approval Date Comments or Corrections Required Footing Framing Required 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. CITY OF SPRING PARK PAGE 1 BUILDING PERMIT 4349 Warren Avenue SP-2021-00072 Spring Park, MN 55384 andoutGiven Routed to MNSPEr'T Phone: 952-471-9051 Fax: 952-471-9160 ❑ Lead Handout Given SITEADDRESS: q?G(. wa--,,4- Aunt , pa"" MA% PID: _ 1) Was the home constructed before 1978? (YES g!continue with line 2. ON continue without completing EPA Section) 2) Will the work disturb a6 sq ft of interior painted surfaces or z20 sq It of exterior painted surfaces? (YES , go to line 4, NOr✓tlne 3) + 3) Are there any windows being replaced? (YES , go to line 4. NO vtlontinue without completing EPA Section) 4) Has this home been Certified Lead Free? (YES -. you MUST Attach Certification Information, NO _- complete tine 5) 5) EPA Contractor Certification Number NAT - (applies to contractor only) • PROPERTY OWNER: -Tr i. Address, r Ro. City. 5 r State M N Zip, S Email: Contact Name: Phone: • CONTRACTOR: t n, ) Address. t `3 S -7 B r-- Cd aUQ ei State: M tJ Zip* 5 3 1 Phone: (a I,.'? - 9Gu- S1 2 7 Fax: Contractor License No: ' ~ ! - 31O t o Contact Name Cr E e_ Phone- ( - G " 51 '-7 Entail: e-r, <- - ! 1- ARCHITECT: Address City State Zip: Phone. Fax. + Email Contact Name. Phone. TYPE OF WORK: c New Construction VoNck o Pool o Re -Roof Commercial 3.1 esidential o Change of Use �j Retaining Wall n Porch c Re -Side EST. VALUATION OF WORK c Finish Basement o Demolition ❑ Fence $ I i tf • �7 o Remodel c Fire Sprinkler o Shed Square feet a Addition Fire Alarm c Window/Door Replacement a c Garage Attached/Detach ❑ Plumbing -provide detail on page 2 # being replaced Detailed Description of Work: c Accesso ry Structure o Mechanical -provide deta.i on Page 2 n Mist: Other �tv'N :J1'J r" p• 1 ^ k r P ; L T' r Signature of inn apyicstion tit the "al property ownse or a ksnasd t: for as it* wriers representative, a required and a thordes me Zoning Administrator or designee and the Building official or assignee to enter upon tht property to perform needed inspections Entry may bit sltltou! pror notice i hereby acknowledge Nat i nave read rots appwat on and state met an Momuaion is true Pro conact to the best of my knovn+dge I NOW agree mat at work parlormed to to In accordance watt approved plansspecification and conditions and to at»de by at ordr+ences of the Murvcparay wo me taws of the siate of mnnewia regarding actions taken pursuant to this permit 1 agree to pay all plan review fees even if I choose not to proceed wfth the work. Peron eqp ss anon work e not comment ad **w too dap from ciao of pore, or rwork is suspended abandoned or not triwoeo far t oo nays Work teyonc Use scope of this parmrt or ,cork wn.rawt a permit Or r "ttKih • a+ Zia s,A/ect tJ a Penalty Noise Ordinance In Effect: MONDAYYr- FRIDAY Before 7 a.m.. and after 10 pm. Weekends/Holidays before 7 a.m. and after 8 p.m, SIGNATURE OF APPLICANT: ---f C.csc X DATE: D !__ PRINTED NAME: P, Er-: L o This is the signature of: :- Owner or owner's Representative OCCUP TYPE IRC-1 CONST TYPE /A CODE 2020 MRC BLDG SPRINKLED Yes No VALUATION $ 14 000.00 Permit Fee: $ 315.50 WAC Charge: $ Plan Review Fee $ 205.08 Sewer & Water Hook -Up $ State Surcharge $ 700 Sewer & Water Disconnect $ Site Inspection Fee: S Water Meter $ S.E C Fee, $ Muni SEANA Fee, $ Investigation Fee / Other Fee: $ SAC Escrow $2 485 } Copy Charge ($.25 per 8.5 x11 page) S Other $ o License Check (S5) / Lead Check ($5) 5 10.00 TOTAL DUE: 3 W SUB -TOTAL $ 537.58 c Commercial plans will be submitted to the Mot Council Environmental Svcs � Plumbing Fee (from Page 2) S for SAC determination. Escrow payment will be required when permit Is Issued. If W Mechanical Fee from Page 2) 5 after Met Council review no SAC is determined, escrow will be refunded in full. U U_ Special Conditions/Required Setbacks U. 0 Building Approval By DATE 07/29/2021 Printed Building Approv By: Nick ualle ; f License Verification _' Lead Verification - Checked By. NQ City Approval By: Zd,DATE: Paid Date ,3 a I' -Receipt No C �*5 By 10 On Lake Yinnetonka July 29, 2021 Permit Number: 2021-00072 Project Name: Eastwood Builders Inc 18575 Heathcote Dr Deephaven, MN 55391 Scope: Residential Code Review of a new deck for a single-family home located at 4766 West Arm Rd., Spring Park, MN 55384. 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) (2018 IBC as amended) b. 2020 MN Special Provisions (MSP) c. 2020 MN Electrical Code (MEC) (NFPA 70) 2. Separate permits are required for: a. Electrical (if applicable) 3. The field inspector may identify additional code compliance requirements. Any additional identified code compliance requirements shall be completed. Specific Code Items to Be Addressed During Construction: 1. See approved plan and items listed below. 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. City of Spring Park 4349 Warren Avenue, Spring Park, MN 55384 Phone: (952) 471-9051 / Fax: (952) 471-9160 / Web: www.ci.spring-park.mn.us 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) Exception: The width of spiral stairways shall be in accordance with Section MRC R311.7.9.1. 6. A flight of stairs shall not have a vertical rise larger than 151 inches between floor levels or landings. (MRC R311.7.3) 7. 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) 8. 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) 9. 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) 10. 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) 11. 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) Exception: a. The opening between adjacent treads is not limited on spiral staircases. b. The riser height of spiral stairways shall be in accordance with Section R311.7.10.1. 12. 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) 13. 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) 14. 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: a. 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. b. 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. 15. 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: a. 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. b. Guards on the open side of stairs shall not have openings which allow passage of a sphere 43A inches in diameter. 16. Plastic composite exterior guards shall comply with the requirements of Section R317.4. (MRC R312.1.4) 17. 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) 18. 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) 19. 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) 20. 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. 1 Ox 3-inch long wood screws. (MRC R507.6.2) 21. 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) 22. 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) 23. 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) 24. Alternate framing configurations supporting a ledger constructed to meet the load requirements of Section R301.5 shall be permitted. (MRC R507.9.1.4) 25. 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) 26. 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. Numbers shall be a minimum of 4 inches high with a minimum stroke width of 1/2 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. (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 codereview(a)mnspect.com. Regards, Nico[X QUA�e Code Official MN CBO#: B0002752 MNSPECT, LLC Helping You Comply With The Code 235 First St. W. Waconia, MN 55367 0:952442-7520 F:952-442-7521 www.mnspect.com CC: City Property File 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. Read all attached materials. Everyone performing work to which the code is applicable shall comply with the code. Deck footings require inspection after excavation of all footings is complete but prior to placing any concrete. Minimum concrete compressive strength of 2500psi required. 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. BEFORE YOU DIG Contact Gopher State One Call to locate buried utilities. 651-454-0002 or 800-252-1166 http://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. Electrical All electrical must be approved by local Electrical Inspector. For electrical permit inquiries please contact the City of Sprig Park Electrical Inspector. Dave Hucky (952) 442-7520 When adding additional load to an existing footing, each footing must be uncovered for inspection to determine their base size and depth are of minimum size to carry all supported loads and provide required frost protection. Uncover existing footings and call for inspection prior to constructing structure above. y Approved lateral load connections are required at Y connection of deck to house. 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: NiCk Qualk Type of Construction: Not Applicable Date: 7/29/2021 Occupancy Classification: IRC-3 Townhouse Permit #: SP-2021-00072 Code Edition: 2020 MN Residential Code Separate Permits Required For: /' Electrical Mechanical Plumbing Fireplace Demolition Fire Suppression System Septic Ledgers shall not carry concentrated loads or beams. Let beam into home to bear to foundation or add footing to make beam self-supporting. NErGk Gcs2S OCLK Minimum size this footing, bell to 16" Dia X 6" thickness at base. PKIUALY F�lJ( N o'r..E S P-E USE E1ctS-rrr.1G Fop�NGS. �4= WE5-10C-o NF-W eta'' nEEp • % X 4, Po STS W: 04 M C-rA L. GooUve--roe-S Tvr AND &rr'r'oM • ALL FRP4MrrJ6, �Q�>hT�rfa --rR.E1( -T'RANSoEND.S s�'ix6 -�-Ex GultiRp aArt< Ws-rN� S PI E5 LeSS T�AW W' (3)2x10 Minimum. FAI 11'-4" STAs25 -� C W p _1 • s-T;%r Q s- a k C.) s Ia" O.c. LLoSED -7 q ArsLp- � • LEpGER- FLAs�ot �auLY�� L�O(a£R Lod-�CS b� O.G. If choose to install footings, minimum size this footing, bell to 8" Dia X 6" thickness at base. (1)2x8 Minimum. 10'-8" Minimum size this footing, bell to 21" Dia X 6" thickness at base. Composite decking to comply with ASTM D7032. Plastic composite deck boards, stair treads, guards and hand -rails shall be installed in accordance with this code and the manufacturer's instructions. Installation instructions must be available on -site at the final inspection. k'j" NEsvt�t��.S Minimum size this footing, bell to 16" Dia X 6" thickness at base. Eta LE2S P. L-SZOEAc E 14-7" wssT ABM ROAD sfRrW6, en ikk mtj BAST Oob 6 uZ L.OER S r_W L-T-e-a JSE li-f3C -31GoIO b ca- 9G-q- SL% 7 `1/aVq I 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' 1 10'1" 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 30 23 18 15 13 11 10 maximum sheathing ` 'i,-inch diameter bolt with "',-inch maximum 36 36 34 29 24 21 19 sheathing` '-_-inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 sheathing' For SI: I inch = 25.4 mm. 1 foot = 304.8 mm. I 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 '-.-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' inch 2 inches' 1' , inches' Band Joist` , inch 2 inches 2 inches' 1`, inches' For SI: 1 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( I I. b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations shall goyem. 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(t ). (V 5" MAX 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. 3l4" MIN. For SI: I inch = 25.4 mm. 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. j 1 5/e" MIN.1 5" MAX. 2" MIN. i FLOOR FRAMING -� o O p0o o� 0 0 0 Op 0 0 0 a o 0 EXISTING p o 00 00 FOUNDATION WALL ti___ For SI: I inch = 25.4 mm. For SI: I inch 25.4 nun. 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 IS APPL WHERE FLOOR JOIS PARALLEL TO DECK 2" MIN. FLOOR JC For SI: 1 inch -- 25.4 min. I lix,t - 304.8 nun. 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 'le" DIAMETER LAG SCREW PREDRILLED WI MIN. 3" PENETRATION TO CENTER OF TOP PLATE, STUDS. OR HEADER. FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS PPa" F E i,! N o-rE S Re uSE 6,VZ&*rr►JG FovCSMJGS, T-F f4EEUEO NEW 43" nG'EP b�k W O - -c�.11 c ? Yf p i7Cw1 Gs • x (o Po sTS w 3= 4 GO►J us&r'o 23 "To F AND %aTroM ALL F"mI Q G -r f2, 6 ATra D • - IZE)c-MANSLEND.S 514-4 o D Ce-lc2 ►J(, -MEx Gu*RD czLArtr Wx-rN 5 P)W-Es L ZS4, T'�A dJ 14 " s-T-Ar Q S- a k cD s rRrr�L�a s ia`' o. _, 1 LLoSED -7 �y Rrs�Rst • LEDGER- FLAs�0��auLtz.�Q L�OG£R Lo�KS b' O.G. EA LE(ZS R L-SZb6mc- E 4-746 W6sT R�-M P-OAD LfKI:W& PARk MN SAS -WOOD Q u2 UW k- S r-Wt . t--T-LE1JSE 13G - 314r,.o �O Gta- 94q- St4S-7 -I�o13�a 1 Virginia C(Alege, LLC. dba Brightwoo d Collcac 332 Front Street Suite 5S9 La Crosse, \VI 54601 Phone: 608 779 5599 PHI LIP BLOEDEL 18575 HEATHCTE DR WAYZATA, MN 55391 fias successfully passed the required course test and completed aff other requirements for Lead Safe Renovator Initial - English Pcr40CFR Part 745.22i M CcrtiliL.ac #-. R 1 19420 17 00100 1.PA certilic.rtc,, expire 5 years from the date of course comhlction DAC 2/24/2017 Class Date: 2/24/2017 C Ursc Test (late: 2/24/2017 I.SIZI expires: 2/24/2022 2/24/2017 Tim Whaley, Training; Nlanager Date Thank you for your Payment! Transaction ID: 13248 Transaction Number: Transaction Type: Payment Recipient: Contractor Notes: Fees (5) —, Lt rY Da `S P tZ I N (7`71A rZ K� City of Spring Park 4349 Warren Avenue SP MN,55384 Ph:952-442-7520 $537.58 Date: 8/3/2021 Method: Check: 5285 Address: 4766 WEST ARM ROAD, SP, MN 55384 Reference: Permit Number: SP-2021-00072 Type: BLDG - Eastwood Builders Inc State Surcharge Paid 1.00 $7.00 Plan Review Fee Paid 1.00 $205.08 License Lookup Paid 1.00 $5.00 —Permit Fee Paid 1.00 $315.50 Lead Certification Paid 1.00 $5.00 $7.00 $205.08 $5.00 $315.50 $5.00 Total Amount: $537.58 Page 1 of 1 Printed on: 8/3/2021