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Permits - Permit# SP-2021-00112- 3828 Northern Avenue - 11/3/2021City of Spring Park Permit CITY OF _ t -IrZ I C r�� ` 44INS ISO 1A To Schedule an Inspection Call: 952-442-7520 Details Permit Number: SP-2021-00112 Issue Date: 11/3/2021 Zoning Type: RESIDENTIAL Use Type: 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS ♦ MON-FRI: 8AM-4:30PM • NO HOLIDAYS Site Address: 3828 NORTHERN AVE, Spring Park, MN 55384 Description: PLUMBING -NEW CONSTRUCTION Permit Granted To: CENTRAIRE INC Homeowner's Name: AK ENTERPRISE LLC/ANANS Phone Number: Parcel #: 3828 Permit Type: PLG - General (residential) Permit Exp: 4/26/2022 Valuation: $0.00 Fees Receipt # ProductDate Quantity Date Paid Status Pmt Info Amount 14233 State Surcharge Flat Fee - $1.00 10/28/2021 1.00 11/3/2021 Paid Check: 1144 $1.00 14233 PLG - New Fixture - $75 Min 10/28/2021 5.00 11/3/2021 Paid Check: 1144 $375.00 Total: $376.00 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-2021-00112 Issue Date: 11/3/2021 SITE ADDRESS: 3828 NORTHERN AVE, Spring Park, MN 55384 Description: PERMIT TYPE: PIG - General (residential) PLUMBING -NEW CONSTRUCTION ZONE/USE TYPE: RESIDENTIAL APPLICANT: CENTRAIRE INC OWNER: AK ENTERPRISE LLC/ANANS 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 (4) Inspection Inspector's Response Approval Date Comments or Corrections Required UndergroundPlumbing Plumbing Aboveground R. I. Required Gas Line Certification Required Plumbing 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-2021-00104 Spring Park, MN 55384 El Handout Given Phone: 952,471-9051 Fax: 952-471.9160 ❑Lead Handout Given Routed to MNSPECT SITE ADDRESS: xX(?C N0i2?4FF1W NIG, 5?R1Nh 'PP4v_, Mo 5S A �4 PID: 1) Was the home constructed before 1978? (YES o, continue with fine 2, NO ❑ continue without completing EPA Section) 2) `Arils the work luurti 16 sci ft of interior painted surfaces or z20 sq ft of exterior painted surfaces? (YES ❑ go to line 4, NO ❑ line 3) 3) Are there any v.0dows being replaced? (YES ❑, go to line 4, NO ❑ continue witttout completing EPA Section) 4) Has this home ;seen Cpq�ified Lead Free? (YES ❑, you MUST Attach Certification Information, NO ❑ complete line 5) 5) EPA ConUnnIcir Gartificatiem Number: NAT - (applies to contractor only) • PROPERTY OWNER: V_ _ Rp LU I NtikoSAddress: .b i, I VG 1 City: a.Pt lSw4 State: t4 zip: I001 Email: Contact Name Phon S I) • CONTRACTOR: Address: "" �� ^i Q S State Zip: 99AU� �� Phone: t.P 12- i tr l Fax - Contractor License No: 9CIAOM Contact Name: M511 Phone . 43 . �h Email: NNIftZrSU I* Ja AbTryag. M ARCHITECT J O N Sa Address: I^ State: zip:Phone: Email: S V1l ],, Contact Name WO J�14ri Phone: S - 11 - 3 TYPE OF WORK: N w Construction - Cc ck __1 Pool - R"oof c. Commercial Residential o Change of Use ❑ Retaining Wall ::j Porch ❑ ice-&&, EST. VALUATION OF WORK ❑ Finish Basement Demolition ❑ Fefet`-i3 $ 200, 00 c) ❑ Remodel _ Fire Sprinkler a Shed _ S z trB .'aer in Addition D Fire Alarm O W rldwmDo w, Ritoacermirit O D S ❑ Garage-Attached/Detach Li Plumbing -provide deb! as PPP'-- 2 A Ding replaced Detailed Description of Work: a Accessary Structure D Mechanical-provido *Hal an PagE-J >Y Misc Other r Dignature or the appllcatlor by the regal property Omer ors Ikensso cerrvactor, as tits orrnare repreeeMetive.13 raqueed end authorizes the Inning Administrator or designee and the Suikllng Of la! Cr designee to enter upon the property w perform needed InspwWrrs. Entry may bs wiiitoul purr notice. I hereby acknowledge that re I have ad this application and stela that au information is tms and cortect to the best of my knowledge. I further agree that al vrorlr rierfonned -±.� M to accordance with approved plans, specilicatlom and conditions and to abide by al ordinances of the MuriciDaLLy uld the laws of the State of Minnesota regswo neiom taken pi musni to ihrs permit. 1 agree to pay all plan revlaw refs ever If I choose not to proceed with the work, Permit expires wnen worn r• ■r not commenced wMfn lea days from dtlia nt per_ ord work is suKpencied, abandoned, Or not Idspectad for 160 days, work beyond tha scope of this parmr., or work without a permit, crInspecom, 41 be subject to a penalty. .. - Noise Ordinance in Effe - DAY Before 7 a.m. and after 10 pm. Weekends/Holidays before 7 a.m. and after a p.m. SIGNATURE OF APPILICAN DATE:--, �'') ti PRINTED NAME: ( G This is the signature of: �, Owner or AiDwnerS epresentative OCCUP. TYPE: JRC,_J CONST. TYPE: CODE: 2020 M RC BLDG SPRINKLED Yes/No VALUATION: $ 200,000.00 Permit Fee: $ 1,982.00 WAC Charge: $ Plan Review Fee: $1,288.30 Sewer & Water Hook -Up: $ , O D State Surcharge_ $ 100.00 Sewer & Water Disconnect: $ Site Inspection Fee: $ 50.00 Water Meter. $ s:2, 70,CD_ S.E.C- Fee: $ 150.00 Muni SE/WA Fee: $ Investigation Fee / Other Fee: $ '2016 SAC Escrow. r Copy Charge ($.25 per8.5 x11 page) $ Other. $ O License Cheek ($6) / Lend Chock ($5) $ 5.00 TOTAL DUE: $ w SUB -TOTAL $ 3 575 30 rq :3 'NOTE: Commercial plans will be submitted to the Met Council Environmental Svcs Plumbing Fee (from Page 2) $ 376.00 uJ _ for SAC determination. Escrow payment will be required when permit Is lamed If Mechanical Fee from Page 2 $ JSJ tJ QQ after Met Council review no SAC Is determined, escrow will be refunded in fur LL Special Conditions/Required Setbacks: O Building Approval By: ' ' 10/27/21 % '" DATE: Printed Building Appro al By: NICO(e Kastern EXLicense Verification 11 Lead Verificati n - Checked By: City Approval By: DATE:i DateReceipt No. By. f CITY OF SPRING PARK 12 MECHANICAL PERMIT SP-2021-00111 12PLUMBING PERMIT SP-2021-00112 PAGE 2 FOR PERMIT ISSUANCE PAGE 1 and PAGE 2 should be complete MECHANICAL INFORMATION Mechanical Contractor: IV-e- • Address (}DQS ( J.Y_- f 40r_� City: 6� L'�� State: UAW Zip: '<VC L 3 -I Phone: g Z I • (O q0 Fax: State Bond No: MB003123 Contact Name: "W_1waUX'pi--1 Email: tlsu t�� C+�ti't-"^ Contact Phone: Detailed Description of Work: JU 0 LYS'e -u-c,"X O6 ti G t d x fc% LI u c l z �C E -' t �c{} ec% `E �• G( o c. -- �L1 �- lrs� (.v. •P�•-• � t�t.�-iet l l if1 � � c,F ct�o,, � Indicate type of project, fixtures, and Gas Lines you will be installing or replacing (include count for each type of fixture). - MECHANICAL FIXTURES GAS LINES Quantity uanti ant' Furnace Kitchen Fan Fumace ( Air Conditioning System Bath Fan Fireplace Air Exchanger Grill Unit Heater Fireplace _ Water Heater Unit Heater Grill In Floor Heat Drier Gas Log Stove Of(xe Use Only Replacement (one fixture only, no piping or vent changes) Mechanical Permit Fee: $ 150.00 Addition/Remodel Gas Line Permit Fee: $ 30.00 New Construction State Surcharge: $ 1.00 D Other __ Other. $ Total Mechanical Permit: $ 181.00 PLUMBING O. Plumbing Contractor: 4,V, Address7w l I U-X1 S -JCL' . 640C C : 63"X& - State -mil) Zi Phone: 2 -9q -79 Fax: Plumbers License No: PC645458 State Bond No: Contact Name: `► �w S 4S0_:kZ x41 0L�l Contact Phone S 2 9 2 Email: tl u»n5o►•� C e�n�ur�'r . c�� Detailed Descri n of Work: _'AVv 411 Q N-1-Xi$4`e -k U-cK L^ `.)ice -fc (l wq4-r-- ti eet4,v—G :1� �i^ r✓i (.t� �e� Indicate type of project and fixtures you will be installing or replacing (include count for each type of fixture: PLUMBING FIXTURES Quantity uant' Quantfty Shower Water Heater Laundry Tub Gas is Electric Dishwasher Rough -In Future Fixture Water Softener Clothes Washer Sump Lawn Sprinkler System Ice Maker Line Water Piping System Water Closet (Toilet) Hose Bib Floor Drain Lavatory Wash Basin Bathtub Office Use Only: ❑ Replacement (one fixture only, no piping or vent changes) Plumbing Permit Fee: $ 375.00 ❑ Addition/Remodel State Surcharge $ 1.00 ❑ New Construction Other: $ ❑ Other Total Plumbing Permit: $ 376.00 Certificate of Occupancy City of Spring Park Department of Building Inspection This Certificate, issued pursuant to the requirements of MN Rules 1300.0220, certifies that, at the time of issuance, this structure was in compliance with the various ordinances of the Municipality that regulate building construction or use. Address of Structure: 3828 Northern Ave Building Permit Number: 2021-00104 Name of Owner: AK Enterprise, LLC Address of Owner: 1636 Gervais Ave, #15 Maplewood, MN. 55109 Date of application: 10/14/2021 Code Edition: 2020 MN State Building Code Type of Construction: N/A Use and Occupancy Classification: IRC-1 Fire Suppression (sprinkler) System: ❑ Yes or ® No Scope of Work: New Construction Special Stipulations or Conditions of the Building Permit, Details Regarding Unfinished Spaces, or other notes regarding structure: Building Official MN CBO 2643 Municipality Authority Date Issued r SPRING PARK On Lake Minnetonka October 27, 2021 Permit Number: SP-2021-00104 Project Name: Larvinette Services 4000 191h Ave S Minneapolis, MN 55407 Scope: Residential Code Review of a new single-family home located at 3828 Northern 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) (2018 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) (2018 IMC as amended) e. 2020 MN Fuel Gas Code (MFGC) (2018 IFGC as amended) f. 2015 MN State Plumbing Code (MPC) (2012 UPC as amended) g. 2020 MN Electrical Code (MEC) (NFPA 70) 2. Separate permits are required for: a. Electrical b. Mechanical c. Plumbing 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 plans and items below. 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 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. Items or sections new to the 2020 Code are Italicized. MN Residential Code: 1. Overhead garage doors shall meet the wind loading requirements as determined by the code. (R301.2.1) 2. The under -floor grade shall be cleaned of all vegetation and organic material. All wood forms used for placing concrete shall be removed before a building is occupied or used for any purpose. All construction materials shall be removed before a building is occupied or used for any purpose. (MRC R408.5) 3. 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. Exterior window and door openings. Flashing shall be installed at the head and sides of exterior window and door openings and shall extend to the surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with at least one of the following: i. the fenestration manufacturer's installation and flashing instructions. When flashing is not addressed in the fenestration manufacturer's instructions, it shall be installed in accordance with the flashing manufacturer's instructions; ii. in accordance with the flashing design or method of a registered design professional; and in accordance with other approved methods. b. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. c. Under and at the ends of masonry, wood, or metal copings and sills. d. Continuously above all projecting wood trim. e. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood -frame construction. f. At wall and roof intersections. g. At built-in gutters. h. Where exterior material meets in other than a vertical line. i. Where the lower portion of a sloped roof stops within the plane of an intersecting wall cladding in such a manner as to divert water away from the assembly in compliance with Section R903.2.1. j. At the intersection of the foundation and rim joist framing when the exterior wall covering does not lap the foundation insulation. 4. Pan flashing of windows and doors. Pan flashing shall be installed in accordance with the fenestration manufacturer's installation and flashing instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water -resistive barrier for subsequent drainage. (MRC R703.4.1) a. Exceptions: i. Windows or doors installed in accordance with the manufacturer's installation instructions which include an alternate flashing method. ii. Windows or doors in detached accessory structures. iii. Skylights, bow or bay windows. iv. Doors required to meet accessibility requirements that would prevent the installation of pan flashing. v. Repairs or replacements of existing windows and doors vi. When a method is provided by a registered design professional. 5. A kick -out flashing shall be installed where the lower portion of a sloped roof steps within the plane of an intersecting wall cladding, in such a manner as to divert or kick out water away from the assembly. The kickout flashing shall be a minimum of 2 %" long. (MRC R903.2.1) 6. In combustible construction, fire -blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. (MRC R302.11) 7. Smoke alarms shall be installed in the following locations: (MRC R314.3) a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. c. On each additional story of the dwelling, including basements and habitable attics but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. d. Smoke alarms shall not be installed within 3' horizontally of a bathroom that contains a tub or shower unless this requirement would interfere with other required placements. a. Ionization smoke alarms shall not be installed less than 20' from cooking appliance b. Ionization smoke alarms with a silencing switch shall not be installed less than 10' from a cooking appliance c. Photoelectric smoke alarms shall not be installed less than 6' from a cooking appliance. d. Smoke alarms shall not be installed in the following locations unless it would prevent another required placement: (MRC R314.3.1) 8. Smoke alarms shall be interconnected. Wireless units that meet UL 217 may be used in lieu of hardwire interconnection. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MRC R314.4) 9. Carbon monoxide alarms shall be installed outside and not more than 10 feet (3048 mm) from each separate sleeping area or bedroom. Alarms shall be installed on each level containing sleeping areas or bedrooms. Alarms shall also be installed inside each bedroom where a fuel - fired appliance is present in the bedroom or it's attached bathroom. (MRC R315.3) 10. CO alarms shall be interconnected. Wireless units that meet UL 2034 may be used in lieu of hardwire interconnection. Combination alarms shall be listed in accordance with UL 217 and UL 2034. (MRC R314.4) CO alarms shall receive their primary power from the building wiring where such wiring is serviced from a commercial source, and where the power is interrupted, shall receive power from a battery. (MRC R315.6) 11. 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 R311.7.8.1 for mounting height, continuity and grip -size. (MRC R311.7.8.1) 12. 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) 13. 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) 14. 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'/4 unit vertical in 12 units horizontal (2-percent). (MRC R311.3) 15. Alternating tread devices shall have a minimum clear width of 20" at and below the handrails. Alternating tread devices shall not be used as a means of egress for lofts, mezzanines or similar areas greater than 200sq' or where such devices provide primary access to a bathroom or kitchen. (MRC 311.7.11). Alternating tread devices shall have a tread depth of not less than 5", a projected tread depth of not less than 8 % , a tread width of not less than 7" and riser height of not more than 9 %". The rise and run shall result in an angle of ascent between 50-70 degrees. (MRC R311.7.1) Handrails shall be continuous and comply with Sections R311.7.8.2 to R311.7.8.6. They shall be provided on both sides and their height shall be uniform and placed between 30" to 34" (MRC R311.7.11.2) 16. Ships ladders shall have a minimum clear width of 20' at and below the handles and shall not be used as a means of egress for lofts, mezzanines or similar areas greater than 200sq' or where such devices provide primary access to a bathroom or kitchen. (MRC R311.7.12) Handrails shall be continuous and comply with Sections R311.7.8.2 to R311.7.8.6. They shall be provided on both sides and their height shall be uniform and placed between 30" to 34" (MRC R311.7.11.2) 17. All interior stairways shall be provided with a means to illuminate the stairs, including the landings and treads. Interior stairways shall be provided with an artificial light source located in the immediate vicinity of each landing of the stairway. There shall be a light switch at each level when a stairway has six or more risers. Exception: A switch is not required where remote, central or automatic control of lighting is provided. (MRC R303.7) 18. 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) 19. Required glazed openings shall open directly onto a street, or public alley, or a yard or court located on the same lot as the building (MRC R303.9) Exceptions: a. required glazed openings that face onto a roofed porch where the porch abuts a street, yard or court and the longer side of the porch is not less than 65% unobstructed and the ceiling height is not less than 7'. b. Eave projections shall not be considered as obstructing the clear opening of a yard or court. c. Required glazed openings that face into the area under a deck, balcony bay or floor cantilever where a clear vertical space not less than 36" in height is provided. 20. 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. (MRC R319.1) 21. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet and have a vertical height of 30 inches or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. The rough -framed opening shall not be less than 22 inches by 30 inches and shall be located in a hallway or other readily accessible location. Where located in a wall the access shall not be less than 22" wide by 30" high. When the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be 30 inches at some point above the access measured vertically from the bottom of ceiling framing members. (MRC R807.1) MN Special Provisions: 1. All automatic garage door opening systems that are installed, serviced, or repaired for garages serving residential buildings, must comply with the provisions of Minnesota Statutes, sections 325F.82 and . (1303.1400 & MRC R309.4) 2. A minimum of a passive radon reduction system designed to comply with 1303.2402 is required in every new Single -Family dwelling. MN Energy Code: A building certificate shall be completed and posted on or near the electrical distribution panel by the builder. The certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. The certificate shall be completed as required by MREC R401.3). (MREC R401.3) Any insulation assembly installed on the exterior of the foundation walls or on the perimeter of slabs -on -grade that does not permit bulk water drainage shall: a. be made of water-resistant materials manufactured for that intended use; b. be installed according to the manufacturer's installation instructions; c. comply with either ASTM C 578 or C 1029, as applicable; d. be covered with a 6-mil polyethylene slip sheet over the entire exterior surface; and e. have a rigid, opaque, and weather -resistant protective covering to prevent degradation of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend a minimum of 6 inches below grade. The insulation and protective covering system shall be flashed in accordance with IRC Section R703.8. 3. For air permeable insulations in vented attics, a baffle shall be installed adjacent to soffit and eave vents. Baffles shall maintain an opening equal or greater than the size of the vent. The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid material. (MREC R402.2.3) 4. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather-stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened, and to provide a permanent means of maintaining the installed R-value of the loose fill insulation. (MREC R402.2.4) 5. R-15 insulation for concrete and masonry foundations shall be installed according to R402.1.1.1 to R402.1.1.8 and a minimum of a R-10 shall be installed on the exterior of the wall. Interior insulation, other than closed cell spray foam, shall not exceed R-11. Foundations shall be waterproofed in accordance with the applicable provisions of the International Residential Code (IRC). (MREC R402.2.8 a.) 6. Where the primary heating system is a forced -air furnace, at least one thermostat per dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain zone temperatures down to 55°F or up to 85°F. The thermostat shall initially be programmed with a heating temperature set point no higher than 70°F and a cooling temperature set point no lower than 78°F. (MREC R403.1.1) 7. Ducts, air handlers, and filter boxes shall be sealed. (MREC R403.2.2) 8. Building framing cavities shall not be used as ducts or plenums. (MREC R403.2.3) 9. Insulation for hot water pipe with a minimum thermal resistance (R-value) of R-3 shall be applied to the following: a. Piping larger than 3/4-inch nominal diameter. b. Piping from the water heater to kitchen outlets. c. Piping located outside the conditioned space. d. Piping from the water heater to a distribution manifold. e. Piping located under a floor slab. f. Buried piping. g. Supply and return piping in recirculation systems other than demand recirculation systems. h. Piping with run lengths greater than the maximum run lengths for the nominal pipe diameter given in Table R403.4.2. All remaining piping shall be insulated to at least R-3 or meet the run length requirements of Table R403.4.2. TABLE R403.4.2 MAXIMUM RUN LENGTH (feet) Nominal Pipe Diameter of Largest Diameter Pipe in the Run inch 3/8 1/2 3/4 > 3/4 Maximum Run Length 30 20 10 5 10. Both outdoor air and exhaust air may be connected to the forced air circulation system only if controls are installed to operate the forced air circulation system when the mechanical ventilation system is operating or other means are provided to prevent short circuiting of ventilation air in accordance with the manufacturer's recommendations. (MREC R403.5.9) 11. A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high - efficacy lamps or a minimum of 75 percent of the permanently installed lighting fixtures shall contain only high efficacy lamps. (MREC R404.1) Mechanical Code Items. 1. The air removed by every mechanical exhaust system shall be discharged outdoors at a point where it will not cause a nuisance and not less than the distances specified in IMC Section 501.3.1. The air shall be discharged to a location from which it cannot again be readily drawn in by a ventilating system. Air shall not be exhausted into an attic or crawl space and the exhaust system shall be equipped with a backdraft damper at the point of discharge. (MMC 501.3) 2. The termination points of exhaust outlets and ducts discharging to the outdoors shall be located with the following minimum distances: (MMC 501.3.1) a. For all environmental air exhaust: 3 feet from property lines; 3 feet from operable openings into buildings, and 10 feet from mechanical air intakes. b. Dryer exhaust ducts for clothes dryers shall terminate on the outside of the building and shall be equipped with a backdraft damper. Screens shall not be installed at the duct termination. Ducts shall not be connected or installed with sheet metal screws or other fasteners that obstruct the exhaust flow [screws that penetrate greater than 118" (MMC 504.8.2)]. Clothes dryer exhaust ducts shall not be connected to a vent connector, vent or chimney. Clothes dryer exhaust ducts shall not extend into or through ducts or plenums. (MMC 504.4) c. Subslab soil exhaust system ducts shall extend through the roof and terminate at least 6 inches above the roof and at least 10 feet from any operable openings or air intake. (MMC 512.4) 3. The passageway of dryer exhaust duct terminals shall be undiminished in size and shall provide an open area of not less than 12.5sq" (MMC 504.4.1) 4. When both makeup air and combustion air openings are required, they shall be provided through separate openings to the outdoors. (MMC 501.4.2.5) 5. Exhaust hood systems capable of exhausting in excess of 400 cfm shall be provided with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. (MMC 505.4) 6. Ducts shall be supported in accordance with SMACNA HVAC Duct Construction Standards Metal and Flexible. Flexible and other factory -made ducts shall be supported in accordance with the manufacturer's instructions. (MMC 603.10) 7. Spray polyurethane foam without additional ignition barrier or thermal barrier protection shall be permitted as a duct covering where duct construction in compliance with Table 603.4 is installed in a floor assembly over an unconditioned space in IRC-1, IRC-2, or IRC-3 occupancies, as defined in Minnesota Rules, part 1300.0070,subpart 12b, provided the spray polyurethane foam meets all of the following requirements: (MMC 604.3) 1. Spray polyurethane foam shall have a medium density classification (2 lbs./cubic 30.4 ft., closed cell foam); 2. Spray polyurethane foam shall have an R-value of not less than R-8; and 3. Spray polyurethane foam shall have a flame -spread index of 25 or less and a smoke - developed index of 450 or less when tested in accordance with ASTM E84 or UL 723, Hydronic Piping Systems 8. The potable water system shall be protected from backflow in accordance with the International Plumbing Code. (MMC 1206.3) 9. The flow velocity of the hydronic piping system shall be controlled to reduce the possibility of water hammer. Where a quick -closing valve creates water hammer, an approved water -hammer arrestor shall be installed. The arrestor shall be located within a range as specified by the manufacturer of the quick -closing valve. (MMC 1206.7) 10. Hydronic pipes shall be installed so that the pipes can be drained and so that air can be completely removed from the system during filling. (MMC 1206.12) 11. Hydronic piping systems other than ground -source heat pump loop systems shall be tested hydrostatically at one and one-half times the maximum system design pressure, but not less than 100 psi. The duration of each test shall be not less than 15 minutes. (MMC 1208.1) Exception: For PEX piping systems, testing with a compressed gas shall be an alternative to hydrostatic testing where compressed air or other gas pressure testing is specifically authorized by all of the manufacturers' instructions for the PEX pipe and fitting products installed at the time the system is being tested, and compressed air or other gas testing is not otherwise prohibited by applicable codes, laws or regulations outside of this code. MN Fuel Gas Code: 1. Corrugated stainless steel tubing (CSST) gas piping systems shall be bonded to the electrical service grounding electrode system. The bonding jumper shall connect to a metallic pipe or fitting between the point of delivery and the first downstream CSST fitting. The bonding jumper shall be not smaller than 6 AWG copper wire or equivalent. Gas piping systems that contain one or more segments of CSST shall be bonded in accordance with this section. (MFC 310.1.1) 2. Corrugated stainless steel tubing (CSST) that is not listed with an arc -resistant jacket or coating system in accordance with ANSI LC 11CSA 6.26. CSST gas piping systems and piping systems containing one or more segments of CSST shall be electrically continuous and bonded to the electrical service grounding electrode system or, where provided, the lightning protection grounding electrode system. (MFC 310.2) 3. The bonding jumper shall connect to a metallic pipe, pipe fitting or CSST fitting. (MFC 310.2.2) 4. The bonding jumper shall be not smaller than 6 A WG copper wire or equivalent. (MFC 310.2.3) 5. The length of the bonding jumper between the connection to a gas piping system and the connection to a grounding electrode system shall not exceed 75 feet (22 860 mm). Any additional grounding electrodes installed to meet this requirement shall be bonded to the electrical service grounding electrode system or, where provided, the lightning protection grounding electrode system. (MFC 310.2.3) 6. Bonding connections shall be in accordance with NFPA 70. 310.2.5 Connection devices. Devices used for making the bonding connections shall be listed for the application in accordance with UL 467. (MFC 310.2.4) 7. This section applies to corrugated stainless -steel tubing (CSST) that is listed with an arc - resistant jacket or coating system in accordance with ANSI LC 1/CSA 6.26. The CSST shall be electrically continuous and bonded to an effective ground fault current path. Where any CSST component of a piping system does not have an arc -resistant jacket or coating system, the bonding requirements of Section 310.2 shall apply. Arc -resistant -jacketed CSST shall be considered to be bonded where it is connected to an appliance that is connected to the appliance grounding conductor of the circuit that supplies that appliance. (MFC 310.3) 8. Where in contact with or passing through concrete or other abrasive material, metallic piping and fittings coated with a corrosion -resistant material, sleeve, or casing shall be used. Steel pipe exposed in exterior locations shall be galvanized or coated with approved corrosion - resistant material. (MFC 403.8) 9. Prior to acceptance and initial operation, all piping installations shall be visually inspected and pressure tested to determine that the materials, design, fabrication and installation practices comply with the requirements of this code. (MFC 406.1) d. Test Pressure. Test pressure shall be measured with a manometer or with a pressure - measuring device designed and calibrated to read, record or indicate a pressure loss caused by leakage during the pressure test period. The source of pressure shall be isolated before the pressure tests are made. Mechanical gauges used to measure test pressures shall have a range such that the highest end of the scale is not greater than five times the test pressure. e. Test pressure. The test pressure to be used shall be no less than one and one-half times the proposed maximum working pressure, but not less than 25 psig irrespective of design pressure. f. Test Duration. Test duration shall be not less than one-half hour. When testing a system in a single-family dwelling, the test duration shall be permitted to be reduced to 10 minutes with prior approval from the building official. g. Test gauges. Tests which utilize dial gauges shall be performed with gauges of 2 psi incrementation or less and shall have a pressure range not greater than twice the test pressure applied. The test pressure shall be within the middle 50 percent of the test gauge pressure range. 10. Piping systems shall be provided with an approved main shutoff valve before the first branch line. The main shutoff valve shall be installed in the first available location inside the building 5 feet or less above the floor that provides ready access and shall have a permanently attached handle. (MFC 409.1.4) 11. Piping shall be supported at intervals not exceeding the spacing specified in Table 415.1. Spacing of supports for CSST shall be in accordance with the CSST manufacturer's instructions. TABLE 415.1 SUPPORT OF PIPING STEEL PIPE, NOMINAL SIZE OF NOMINAL SIZE PACING OF TUBING SPACING OF OF PIPE SUPPORTS (SMOOTH -WALL) SUPPORTS inches feet inch O.D. feet 112 6 1 /2 4 '14 or 1 8 '/g or 6 11/4 or larger 10 '/8 or 1 8 horizontal (horizontal) 11/4 or larger Every floor 1 or larger Every floor vertical level vertical level Plumbing Code Items: 1. Water closets shall have an average consumption not to exceed 1.6 gallons of water per flush. (MPC 403.2) 2. Shower heads shall have a maximum flow rate of not more than 2.5 gpm at 80 psi. (MPC 408.2) 3. Shower and tub -shower controls shall be of the pressure balance, thermostatic, or combination pressure balance/thermostatic mixing type that provides scald and thermal shock protection in accordance with ASSE 1016 or ASME A112.18.1/CSA B125.1. Handle valves shall be adjusted to deliver a maximum mixed water temperature of 120T. (MPC 408.3) 4. Domestic dishwashers shall discharge through an air gap fitting in accordance with 807.4 into a waste receptor, a wye branch fitting on the tailpiece of a kitchen sink or dishwasher connection on a food waste grinder. (MPC 414.3) If you have any questions or concerns regarding this plan review, please contact me via telephone at 952-442-7520 or email at codereview(&mnspect.com. Regards, Nicole Xastern, 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 CITY OF SPRING PARK NEW CONSTRUCTION CHECKLIST SITE ADDRESS: 3828 Northern Ave PERMIT #: sP-2021-00104 THE INSPECTOR MUST BE MET AND ALL ITEMS MUST BE COMPLETED BEFORE CONSTRUCTION/EXCAVATION N/A Pass Fail ❑ ❑ ❑ Permit on site ❑ ❑ ❑ Address posted on site ❑ ❑ ❑ Locate and show property stakes and building pad stakes ❑ ❑ ❑ Setback Requirements L R Actual: Front: Rear: Side: Side: Required: Front: Rear: Side: Side: Other (corner/front/Lakeshore) ❑ ❑ ❑ Grading/drainage swales established away from neighboring structures ❑ ❑ ❑ ❑ ❑ ❑ Erosion control device established, where required/necessary Construction entrance ❑ ❑ ❑ ❑ ❑ ❑ Condition of water shut-off/service (mark with contractor's stake) Condition of curb and gutter abutting property to be built ❑ ❑ ❑ Condition of storm sewer grate abutting the property ❑ ❑ ❑ Curbs properly bridged for construction traffic ❑ ❑ ❑ Condition of trail way abutting the property (if applicable) ❑ ❑ ❑ Condition of light or other utility fixtures abutting the property (if applicable) ❑ ❑ ❑ Locate and show corrected soil area stakes (if applicable) ❑ ❑ ❑ Culvert inspection (if applicable) Signature of Municipality Official Date Signature of Site Contractor Date �! a 1 r3D V w li —° .---217.03 id -------- ---r _- - - - - �- - - - -T_ - QED N •74 1 EXISTING - BUILDING 3828 % It % 226.87 1 � a �1 D 1 14 SETBACK ------------------ 1 mrorau I 1 1 I EXISTING DWELLING i SITE PLAN WC -. -rod r � 1 1 1 1 1 1 1 1, I - --' ---"— - — - ------------- ---- -----' 8.wrtl.P.rmlta - — - — R.qulnd Fer: 11 TMwe m.rarw. pvD p.r NiM.r �• aw,prbr..r.... RE AREA +�• T. vlrl,bk2,S2„r,a1 •6' •D- r� .,.�, s,.•m (9821442-7820 ..e.e.a P1re rw M pxmn rvnerr Were nrq M M Oms of M wl. LOT AREA: 10,754 SQ. FT. AREA'A AREA •E• Reviewed for Code Compliance CAREA 4: 4,4_ rrw a eee.waNp: e c D.Y: rb'trrz03i Occup.nry CbraMc.tbn: R J MwA! SP3�3�U0�0r Le4e Eaton: 2010 MRC Pop n.wbp. EbcIMY AREAS n.,a,rm„M.ra,ou u.wky pm N.m...e Er bar LOT AREA. 10754 sp ft. ALLOWABLE IMPERVIOUS: 30%=3226.2 sp fl. Prrn n..le..R,aranww.lbM Mdba �y Eirmb. 40%=4301.6 sa fl. .Nr.w Pcrwr..r.anM PROPOSED IMPERVIOUS srs�pRMrL •arrp. n.krs. P..I-- A -FOUNDATION AREA 2001.6sgfl. b.wprPb..a�roerwyrw 6 - STOOP AREA: 38.8 sp ft. C - PATIO AREA: 80.0 sp IL BDRR PDII pro D- WALKAREA: 129.5epfl. c..m pros skr a.ubbw E - A DRNE ARE690.4 sp 2 RNd Y MVeMd rtuMRaRN. aeM "'�- TOTAL: 2940.3 sp ft. (27.3%o/LOT AREA) r��r Eveyerr PrMmirp work to ®m.o yw m� �4Yf1r tlN Cod. b pPEckbN w.r n.M.Ie4rnp�� ,b AREA CALCULATIONS .n.R ee DPy.MI 1M eotl..l"e " n .rpiri,4. e0Pi�c�gee DEAN JOHNSON DESIGN SERVICE �I h�+-I 0 z oc N 00 M s—a'An, AVEMp: SPRING PARK, MN 553W AK ENTERPRISE LLC PE7SET SITE PLAN SHEEP NUMBER: 1 ------------------------ m --- - -------------------- ----- --- --------------------------------------- ----------- o -_____________ 7= F- Z vn•u-7 --------------------- -------------- --- ------------- -- ------------------------------------------------------------- T ------ ')IDWER LEVEL FLOOR PLAN m- IJ LE SHADED AREA MODUIAR CONSTRUMON BYOTHERS I L DEAN)OHNSON DESIGN SERVICE O 00 N 00 cf) IRS NAVEMM SPRING PARK MN SSW PERMIT SET -:ff--EE7r-NU-MBE-R: UPPER LEVEL FLOOR PLAN xvvr ri ruN xAlsnp^.:-0^ i I I DEAN JOHNSON DESIGN SERVICE W DWF�II �I O CMV W M 5818NORTNERNAWE T WMG PAR14M 553h AK ENTERPRISE LI,C PERMIT SET UPPR & ROOF PLANS SHEET NUMBER: 3 EAST ELEVATION -WA ')/lW-io WEST ELEVATION EDOORAT 7m:,F--'�! �/S SLOPED. D'EWAI AWAI'FROAI BUILDDK e MILPOLTE E NFR'REfE RATVMTPD MOISTURE RAINIER ° a 4• MDiDRDI X SHADFDAR FA: MODULAR HOME BYOTHERS RIM RUST _ -- — — -- - - EXTERIOR DISUI.. BE PROTECTED SPRAY FOAM ALL RIM -- FROM OM TOPOP MD.WALL IO A -BELOW AREAS TO R-21 mm' GRADE N/AN APPROVED PROTECTIVE - COVER OR COATING FINISH TO PROTECT 20 TRTD SILL THE INSUL. FROM DETERIORATING DUE TO PLATE N/SILL SEALER SUNLIGHT R PHYSICAL DAMAGE. A mil. POLY SLIP SHEET OVFR ANCHOR BOLTS PER CODE ENTIRE EXTEROR SURFACE OF NONDRAINING TYP.TOPOFEND \CALL FOUNDATION INSULATION FOUNDATION WALL REBSFORCEMENT PER SOH. FND. INSULATION PER ! BIC TEL RYM.LH21 MN ENERGYCODE R402.2.9 R-10 min. INSULATION ON EXTERIOR SIDE OF FOUNDATION TYPICAL FOUNDATION DETAIL xwle vs000• - r.o• ARCHH-ML- FIB- SHINGLES 15. ROOFING FELT RR SUB,A (RIPPED) )ORAL D. D FASCIA ALUMINUM SOWRSYS FINISH GRADE Iz) MNI4I000S HORDAMAL REBAR .4 REMR .S' LONG A AND DRHING CONNI 0) MNDNUOUS HOI THRNFAT®ro- TBRU POOILN69 PDaM-A-DRADi DRAMAGR SYSTLM OR EQUAL RWD®ARM MDDDIAR HOME w oIrHzR1 r4r TYPICAL WALL SECTION R` z Ro' NTRREIE noDTnvc )LB NOPAM MAVFNIR: SPRING PARR, N 331M AR ENTERPRISE LLC PERMIT SET SITE BUILT DETAILS SHEETNUMBER: 5 KNOW ALL PERSONS BY THESE PIIESENT TNu I—V,1 a M.I. wi'w«. New.en MIh felhmnp Aecihal pw«nY Jhwd h the Suu of Miu�««a. ('nmry of Nlmepih n wic .m Lintlgoin'a N.a1M A"nia a Aliwunntx T L of1. of<bam ««Ix Nob IM A eac«a w.d W 2 atl ea«p the emW W R«efror Nonh 3Hf la TeR). Sknp wq iMSoirM1 A --to nN«.artA.euNh•In se wnMMpW llm.vEHmmepiniwnry. Minn«ou. Ju bunbN ulolbw,: TNnt pen-12. Skup k Lldq— H.aIde11 A"nianu nli I.. fl i Cm Miwun«w 1n9 SaW ofroe Nero EM k«roe«nf. Hu. Ih awe uh —yeJ WhnN a pNORTHERN VIEW ADDITION eo' drc. Meby J«Ikn<u We piblu fix pubtie uae h mmr roe ewewew b.dN .oa u'Iiry — a. A—„nIw 1.1. In w+««.,Newer aid I—w.—. I.- hmnnio u1 u. huu uu M ETxiwel+x. Aftlwn NORTHERN VIEWADDITION The inMmntl w,e wknowledRM beforexroi._dbrd .3R— by Cuinaphv Aun.m. Cmf.(ttINCW. CJTY OE 9PRINO PARK ADNNFSfyiA IRa phl dNORTNERN VIEW ADDTON wu Tpn•rM ntl aucPN by ros CiIY CmuN dSe CirydSpriy M1h. ANniuwu, u a rtrylw ISipuR,S) wnYinF lNxavf.InN'lhh_U.Y.H ,M_w'aaH pYhin eouplwee xbb lhpw.iS«. efAlinwwo SuiueA Seuion sos nI. spa'. z fhnl Cm —NCH_ a" OF SMONO PARK- hfDMFSOTA N—Mlic. —, Miuum Mafar CNFY hlyC ,". E.pim I Wayne W,1— do beuby unity lhu Wi. rL xupeepvM by lwwmtl«my tlmneupnumo.Ib+lam.July Lumutl LW E-q... RESIDENT IND REAL ESTATE SERVICES.Krn .—'.Minn— SureMhlunew«. —biapYuauxr«rrepeuemioe Mroe b«udvy wrvry:Sw Jl malbunaluAl'.0 W1—m—iy MUPd�M op Irby certify lbw uaap y,Mero]D_stl pnuryean b.«breb p.iJ hr lwJJmnbNwlM. plu. dnud mu _6Yd tlda pIJ:Ibtl all �wninmw'Mind w IMa pW hv.e hen ur will h c««e11y ae1 wish one yxr roJ all.wrt bwmdari« aM x« LuMa, u iM1nd o«N.St.nw,S«Nw SM.01,Sdd 3.vofroe due efah eeniBe.oe.«ebown utllSelMw Mplu: aid tlul.R puMlic wq,.0 Sown L— wd ISeIN on roe pltl. AfuY V. (bNda CpmNy Auanr by Deryry DwrJ roN dry' M_ SURVEY DIV.— IfN•Ilin Cmiry. MlAwewea M®ew.. Luwu NoMrt'� Sureyn Psmutl uAlN. STAT.9s.ISIB SACIM69AaJ pt'bw bew Apl.nNan _'ryM .i0_ fT.na F.—Cn I— by STATE OF AHN.—A DE EDfRm RE<rvRDER. NMnnnEie Ewuy. Mi.n«N. lbr innwmem w.n..kwwledFd berm me tl'a _'aYd _—by Wayne W.PrtS. 1 heuMwllifyNu«h wiroinpin of NIMINERN VIEW'ADDpfI(IN wflle'mroin ME«Ihu_Ny of .A—u _e'clncE _ M. SipW « hl.nin Md'«wht eow+r R«,xa. q. Depuy NouryF Camlr. MiwN,m MyC�dmn EFp•n nT I S t 1 Noowrw _ w.IS I I\.DIR• IK Ela I I r v. L 21-3 CK 1 y ,t I I c A`-- II —+------------ -------- -- 136.87 .. I I I 1 nT L.� 1 GRA fUC SCALE (sAuvrm) • TENOJES — — uDNU1fNr (-E AND 119E AS SHDYN) OENOFFS 1/2 INOI BY IA INOI Nlbr PPE YDNDk1ENr SET D Ara NMNFD BT --TA REPSIRAMM Nueu AYNM dIdTADW 6 IISS BENMD SYSIfSI 5 1 1 MSFO ON YS IKff�tLOT i 1 v1NElp1(A' NAMrO AN DEMTES ]J MXUTES SS SECONDS FAST. 1 1 1 1 1 1 1 � 1 1 0 1 1 1 to 11 1 70 _ I 1 �U 1 � 1 Y 1 0 1 " 1 �n 1 1 1' 1 11 1 1 1 1 1 1 1 1 11 1 � 1 ADVANCE SURVEYING & ENGINEERING CO. IN11" 004� 0 AIMNI 1-1 i August 16, 2021 INTERNATIONAL CODE COUNCIL - Industrial Buildings Commission Suite 210 505 Huntmar Park Drive Herndon, Virginia 22070 Attn: Mr. Kevin Egilmez Re: Wisconsin Homes 16838-MN Dear Mr. Egilmez, Please find enclosed (1) copy of the above referenced model for Wisconsin Homes. These plans have been found in compliance with all the applicable IBC Codes and Regulations as evidenced by the NTA approval stamp on each page. Should you have any questions or comments, please contact me at your earliest convenience. Sincerely, David J. Barts — P-075 Account Manager ICC-NTA LLC Enclosures FORM ISQA 2.4a Correspondence (Corp) Template 2021-06-15 ICC NTA, LLC Office • 305 N. Oakland Ave., Nappanee, IN 46550, US DESIGN PARAMETERS GROUND SNOW LOAD: 60 PSF LIVE ROOF LOAD: 42 PSF WIND LOAD: 115 MPH (3-SEC GUST) FLOOR LIVE LOAD: 40 PSF CONSTRUCTION TYPE: WOOD FRAME -UNPROTECTED OCCUPANCY: IRC-1 WIND EXPOSURE: C SEISMIC ZONE: A 16838 APPLICABLE CODES MINNESOTA STATE BUILDING CODE 2020 MN RESIDENTIAL CODE 2020 MN MECHANICAL CODE 2020 NEC (CHAPTER1315) 2015 MN PLUMBING CODE CHAPTER 1322 MN ENERGY CODE APPROVED BY Appa an , i.pr.�re a .owe v MODEL NUMBER AND SERIAL NUMBER ARE IDENTICAL ALL FASTENERS AND PRODUCTS/DEVICES TO MEET OR EXCEED APPLICABLE CODES MECHANICAL VENTILATION AND MAKE-UP AIR PROVIDED ON -SITE BY OTHERS WHEN REQUIRED BY STATE OR LOCAL CODES J�WISCONSIN HOMES IN DESCRIPTION: IDWG NO. ass w. McMILLAN ST. 16838 W MARSHFIEI D_ WI 54449 DATE: SCALE: DRAWN BY: Wisconsin Homes INC. APPROVED BY 425 West McMillan PO Box 250 Marshfield, WI 54449 715.384.2161 Fax 715.387.3627 8/16/2021 www.wisconsinhomesinc.com INIPI Approval of this document does not authorize or Serial Number: 16838 approve any deviation or deviations from the requirements of applicable State laws Table of Contents Cover Page 1 Table of Contents 2 Floor Plan/s 3-4 Foundation Plan/s 5 Elevation Plans 6 Door & Window Schedule 7 Typical Section Detail/s 8 Stair Detail/s 9-10 Wall Bracing Print/s 11-12 Wall Bracing Attachment 13-14 Truss Drawings 15-24 Truss Plan/s 25 Energy Compliance Form(s) 26 HVAC Symbols 27 HVAC Plan/s 28-29 Electrical Symbols 30 Electrical Plan/s 31-32 Structural Calculations 33-49 DRAIN ,WASTE ,VENT 50 4. M.- 0 low 4 ti AIL .. , 2 31111.1 Buildinj Your FuturY with Quality 58'-10" 25'-2" 10'-10" 22'-10" 4'-2 1/2" 10'-11 1/27 14'-10 8 '-0" APPROVED BY: NGINEERNG DEPARTMENT 19'-6"--I 43'-4"-1 WISCONSN HOMES, INC. GKSH3666• GKSH3666-2- RO 36"x66 1/4" 10 3/4" RO 72"x66 1/4" 2-2x10095 3/4" 2-2x10095 3/4' LOCKER/ LocKER/ LOCKER/ LocIQR/ '-8 1/4" et Floor tat BE NQU DE DUO 3636 32 1/2x3a DATA PLATE & ALL LABELS ARE 1l sq ft Perimeter 173 -8" ft 4 4 9 { BD3-36 32 1 2 OFFICE ATTACHED TO KITCHEN n 79 aq It SINK BASE CABINET DOORDECK j N ON -SITE. of RARE CABINETS / o� "Y 0,0 WATERPROOF, N x INSULATION, & o tOW 3'-B" 2'-9" 3' 8" n N COMPLIANCE ON -SITE BY o w y OTHERS. STORAGE " WALL DUNG ROOM MUD ROOM STLIN DERAIRWAY " rAP 172 •Q ft r.--4'-3 3/4" cg N �i 36F 30RP ----' ------ ROG48x48 81/4" of N ' a 2-200095 3/4" °� o O W m M " 7 -7 N'66D"SHEEN 8 �_4" 32RP O I M > w N {g� 3-1 3{ x11 Yi LVL 3-1 -Y4 x11 Yi LVL n + WALK-IN PANTRY I of tS RO 3'-7" ' RO 9'-B 1/2"x108 Y2 RO 11'-0 3/4"x108 Y2" RO _ 49 e� x108 Yz" - X108 Y2" x1080Yt1/2" �k CEILING 3'-2" 3'-2" m '-4 �72" GHi RE x82 Y ACCESS CEILING ACCESS C N 3/4" DRYWALL EK I C' OI SE CABINETS 7/1 e" \ Io c� - o w IO x1 AIR 1DI1Cf H 05* LIP N Q BATH #4 10 1/4 W� LD n m INSTALL D.N 2RP ON-SRE -- — "-- N I LIVING ROOM 279 sq ft a N (( ll� CABINETS 3/9" Ir 1 I w x n ELEC ACCESS i7a0 BASEMENT STAIRWELL I��"{° N 0 �x a N 24 APPROVED BY (l (1 I o n I r �Lr�J� I 1 o \ N N N A R:I(+.?0_1 73 sq 173 sq ft - 0 oNCEILING in N I I O i� \ OLBCR3B024 ACCESS BfK N 0 m x FOYER on30N 0 n GKSH3666-2• GKSH3666-3* 1'-4 1 /4" /� A GKSH3048 < RO 72"x66 1/4" RO 108"x66 1/4" RO 30"x48 1/4" 2-2x1 95 3/4" 2-2x10pI95 3/4" 2-2x100 5 3/4" 181 16 1 1 �/I �J 7'_9 30'-7 1/4- 50'-1 JOISTS I 8 1/4- 5'-4" 3'-0" 15-10" DWG NO_ WISCONSIN HOMES INC. 28694BDRM THOMASVILLE CLNG: 108" DEALER: HOPEWELL TRADITION LLC DRAWN BY:DW/SG 425 W. M, WI 5 6T D. W MARSHFIELL 4449 -4PITCH: 4/12 DESC: 1ST FLOOR PLAN BSMT: 9'" CUST: SPEC SCALE: 1/4= 1 " ' REVISED:08/06/21 LOCATION. SPRING LAKE PARK, MN an 16838 APB 3 12'-7 1/2" 6'-6 3/4"--{{ GKSHFL7224 RO 72"x24 1/4" 2-2%10095 3/4" 0 \0 12-1 1/2- 3 Nam\ I � n BEDROOM jj4 n 138 sq ft Ana OO N "O � N I SHIP LOOSE SHOWER & SINK. FINISH WALLS ON -SITE. a� M '1 3�"x18"x ACC�ESS � 16'-6" BEAM 30R O RO 10'-7" G x108 X, e M Q RAISE O 0 NI a N CABINETS 7/16, m« BATH jV3 0'-10" zs'—z" 1/2"10 27' 0"j 19'-8"-19 3/4" GKSH3048 GKSH3048 RO 30"x48 1/4" 6D 30"x48 1/4" 2-200095 3/4" 2 200095 3/4" �� 2nd LEVEL ST UTILITY U w �c RASE . or CABINS I O III ��� noon° m I 1I15 "up — a N n RO 3'-7" x108 1¢" 32RP -10" -1 0'-10" 34'-2"1 GKSH3048 RO 30"x48 1/ 2-2x10095 3, t 4'-10" 43'-3 3/4"1 GKSHFL7224 RO 72"x24 1/4" 2-20 0095 3/4" 13'-11 1/2" BEDROOM 1 225 sq f ! 90' TRAY CEILING j BUILD DOWN 9" j ' 1 3'x18'x14'-4' BEAM 32RP 24, RO 14*-0 1/2'x99 74' _� o n n o N 30RP �,-0. APPROVED BY: ENGINEERING DEPARTMENT WISCONSIN HOMES, INC, D MN 10 DECK ON-SfTE. 10 DECK ON-SfTE. WATERPROOF, INSULATION, dt COMPLIANCE ON -SITE BY i OT%INOVED BY f► rcti 81e021 �oN NIP N. ^PpOVPomws O�nTKKN apnc.e enY ae.:em a ce� �, W ..^e 2nd Floor •'«�•� mw..a. sum. a•+ 1515 sq ft Perimeter 173 -8" ft v BEDROOM /2 -4 3/4" _ m. 30R 32RP 160 sq R i O \� o \a N1 \ BATH 1 o N v 0 �;o3 9 3/4" I I w InSP3660 I anN ¢ FEEDE BATH 2 FLOOR N tO <O m uT a O I ACCESS I CABINETS 2'-10" M ® O N p m Q 7/16" O _ DATA PLATE & ALL LABELS ARE Y n x ATTACHED TO KITCHEN I I oNa-1srtE �' O N " o SaVIC BASE CABINET DOOR o Z o N BEDROOM #3 I FLOOR 129 sq ft d R,WSE a1 �__—__—ACCESS C <? 1 2'-2" G.Bn 14'-6" T-11 1/4" INE a GKSHFL7224 GKSH3666-2' WOCD GKSH3648 1/4" GKSH3648 CERAMIC SHOWER x1 RO 72"x24 1/4" RO 72"x66 1/4" RO 36"x48 1/4" 8 1/4" RO 36%48 1/4' ON -SITE BYFc 2-2x10 95 3/4" 2-2x10mI95 3/4" 2-204195 3/4" 2-2x10®I95 3/4" OTHERS 7'-9"� 23'-10"-I 33'-0"�i 47' 10 1/4'-{ I8I 16 116 M N JOISTS 15'-0" 2'-9" 12'-2" '-5 1/2" '-7 1/2" 13'-10" WISCONSIN HOMES INC.11 2859 4BDRM THOMASVILLE CLNG: 108 DEALER: HOPEWELL TRADITION LLC DRAWN BY:DW DWG NO. 16838 425 W. McMILLAN ST. DESC: 2ND FLOOR PLAN BSMT: 9'-0' PITCH: 4/12 CUST: SPEC GALE: 1/4• = 1' REVISED:?/9121 LOCATION. SPRING LAKE PARK, MN a2 AP2 W MARSHFIELD WI 54449 A 0 �O 'O 0 I I � I � I I 0 w z ow o 1zo ;* w o U z z O \ Of I �I m M � m I N (V -3 5/8" -4" 4" DO 8555# VENT 18906/ I I I 0 :,Awl G 1 1 I I SUP IJQG(Ijpj(T I LOG 24x24x12 `--- FOOTING SEWER -10'-6 1/8- 1 1/2" APPROVED BY INIP*"I" 61162021 APPwa a w man.a ao.. m .uv0 a saa.an srMFa�a awra.Imn�. IwYalwa saacr srr lAw -0" -------------------------------------------------------------- ------------------------- -- -----------------------------------------------------------� _ I FOUNDATION BY OTHERS: �OVTDE 71ff MASON .. .. ..;. . CONTRACTOR WITH THE PROPER FOUNDATION N.. T.. V RALL% OUN ION '::7HE OVERALL FOUNDATION LENGTH AND. AND WIDTH DIMENSIONS ARE TO THE OUTSIDE u� DIMENSIONS. R IS THEIR RESPOWABLRY TO ENSURE THAT THE DESIGN, CONSTRUCTION, VENTILATION, WATERPROOFING, EGRESS, :_ OF THE FRAMING ASSUMING THE UNITS %.': ARE TiDHf TOGETHER. SHEATHING, FOAM. SOANO HA' NG j j G CUT OUT RIMS ON -SITE. SUPPORT INSULATING, LATERAL SUPPORT, RADON PROTECTION, Q COMBUSTION AIR FOR HEATING EQUIPMENT SPACE BETWEEN % THE UWM MUST BE CONSIDERED I REQUIRED ON EITHER SIDE OF FLIGHT FROM MAIN LEVEL TO LOWER ARE APPLICABLE WITH STATE/LOCAL CODES h'. SOIL CDNDTTIONS. ALL FOOTINGS TO BE PLACED BELOW FROST DEPTH. POST/PIER FOOTINGS SIZED FOR 3000 PSF SOIL VALUE. EN BU WHIDNG THE FOUNDATION. I I ! I 1 ! 6 19016 _ 23076# 27590# 22" `,, -' ---' --- 4433(/ # 163726 �198# O O I SUPPORT I O I SUPPORT I O I SUPPORT I 0SIRPORf 1 ISIPPORf O j 710N j I LOCATION I I LOCATION I ]�i[Nj LOCATI01/1 LI JLOCATON I - L------- J 24x24x12 24x24%12 32x32FOOTING 36x36x18 38x38xlg FOOTING 30x3ING FOOTING ;D FOOTING FOOTING FOOTING FOOTING I -2" SUPPORT WALLS REQUIRED ON -SITE BY OTHERS f/NLVLNI'I \ 24'-10 I I I n I n n I I j o IS I I I i WATER SEWER INLET ___________ --- _--------- __________________________________________________ ___________________ ____________ ____ 6'-2 1 /8' I � 65 ` I _ I I O -o 0 OREQUIRED FLOOR MARRIAGE BEAM BOLT LOCATION (SHIPPED LOOSE BY WISCONSIN HOMES INC.) INSTALLED DN-STTE BY OTHERS. SEE SETUP M11ILUL FOR SPACING REQUIREMENTS. WISCONSIN HOMES INC. 2859 4BDRM THOMASVILLE CLNG. 108" DEALER: HOPEWELL TRADITION LLC DRAWN BY:DW DWG No. w /1 /1 /•� /1 425 W. LICMILLAN 5T. DESC: FOUNDATION PLAN BSMT: 9'�" PITCH: 4/12 CUST. SPEC GALE: 1l4" = 1' REVISED:6/14121 LOCATION: SPRING LAKE PARK, MN -I `h, J `},(J `. J{ `}{J qg 5 W MARSHFIELD W1 54449 m vm FRONT ELEVATION APPROVED BY N rPl 811fif202I AVP�101RYYOPm��dM�ml FIWIM> SIDE ELEVATION OMIT SHINGLES 8 8 IN ME m� mm�mmm SIDE ELEVATION OMIT SIDING REAR ELEVATION ELEVATIONS MAY NOT BE AN DTACT DEPICTION OF FINAL CONSTRUCTION. ANY ON —SITE ADOOIONS, ALTERATIONS, OR SPECIAL LOADING CONDITIONS ARE NOT DESIGNED OR ENGINEERED INTO STRUCTURES BUILT BY WISCONSIN NOIRES, INC. WISCONSIN HOMES INC. E 4BDRM THOMASVILLE CLNG.108" DEALER: HOPEWELL TRADITION LLC DRAWN BY:DW DWG NO 16838 W MAR9HFIEM), WI 54 9 DESCRIPTION: ELEVATION PLANS BSMT: 9'-0" PITCH: 4/12 CUST: SPEC ST SCALE: NOT TO SCALE REVISED:6/14121 LOCATION: SPRING LAKE PARK, MN q� A4 EXTERIOR DOORS/PATIO Qty Item Style Model Door Side Grills Fire Swing Jamb Light Vent Remarks 1 36 1 S601 20 MIN Left 19.06 - 1 36 w,pd S60 20 MIN Ri R 16;-0 0 19.06 - 2 GKDR7280 -- Left 32.52 16.08 - 4 WINDOW SCHEDULE *=E ress Qty Name Temp Grills Remarks Style Jamb Li ht Vent 3 GKSHFL7224 -- b+o-c-w,*e s.,* wao-%- 6 ' 4.2 0 4 GKSH3048 -- 610D-+*�*+-Sob wg 6 7.03 3.62 1 GKSH3648 -- 610o-.d-*0-s0w.g 6 8.94 4.78 2 GKSH3648 -- 61W-G.Id Vk0-%* Hm 6 8.94 4.78 1 GKSH3666* 6 12.47 6.34 1 GKSH2448-2 6 10.5 4.94 1 GKSH3048-2 -- a+oo-r.0 -Wy s q. who nu 6 14.06 7.24 5 GKSH3666-2* 6 ' 24.9412.68 1 GKSH3666-3* -- 6 ' 38.49 20.13 19 INTERIOR DOORS t Size Style Model Jamb Swing 1 36F Sd*H w 1 M,,,, -- 4 Y�' Left 1 24-24-5RP wnb od Eal s r.w -- 4 NA 1 24RP 4 Left 2 30RP wy.e Nm.a s c.w -- 4 Left 3 30RP wya 10ie6 s a.. -- 4 Ri ht 1 32RP 9 Left 4 32RP 4 V Left 1 32RP 4 ' Ri ht 1 30RP Podeed 6 -- 4 ' Ri ht 1 30RP 5 -- 4 Left 1 32RP Pod.-6 Pom -- 4 Ri ht 1 60RP 4 Left 1 72RP 4_Y Left 19 APPLIANCES Manufacturer Appliance Model D er Solutions D er Box DBX1000 Generic Washer -Front On -Site Generic Dryer -Front On -Site Generic Range ON -SITE Generic Ref ri erator-To -Bottom On -Site Generic Dishwasher Plumb & Wire for On -site Dishwasher ROOMS SCHEDULE Name Base Area TotalLi ht TotalVent 2nd LEVEL STAIRWELL 88 so ft 14.06 7.24 BASEMENT STAIRWELL 53 so ft BATH #1 140 so ft 17.88 9.56 BATH 2 48 so ft 8.94 4.78 BATH J3 54 so ft BATH J14 57 so t BEDROOM 1 225 so ft 36.72 16.08 BEDROOM #2 160 so ft 24.94 1 12.68 BEDROOM 3 129 so ft 29.14 12.68 BEDROOM #4 138 so ft 29.14 12.68 DINING ROOM 172 so ft 57.46 28.76 FOYER 93 so ft 24.94 31.74 KITCHEN 173 so ft 21.09 10.86 LIVING ROOM 279 so ft 38.49 20.13 MUD ROOM 164 so 19.06 OFFICE 79 so ft 12.47 6.34 UTILITY 72 s ft 7.03 3.62 WALK-IN PANTRY 38 s ft 10.50 4.94 HEAT CHART oty I Item 8 Diffuser -Floor 2 Diffuser -Toe Kick 10 Duct for 2 Story 3 In Wall Diffuser 7 Return for 2 Story 4 Return -Double -Boot 2 Return -Single- Boot HEAT CHART SECOND STORY Oty Item 6 Diffuser -Floor 1 Diffuser -Toe Kick 2 Return 5 Return -Floor Plumbing Fixtures Qt Manufacturer Type Model Options 1 Elka -Da on HEV-Ma 1R-Blo nWESS MIL DD23322 1 MAAX-Aker ONE - PIEX YAM MINED GELCDM F111MG ASS SB3660 2 MAAX-Aker ONE - REM caea m i egam SP3660 1 MANSFIELD-NEW GRAND BARRON w1lcarso" 487NS-4 2 Mansfield -Alto WNGATEDFW,V M=CHM Elongated 135-160 2 Mansfield -Alto Em m fw. WKMS w1« Handicap 137-160 4 1 Mansfield -MS Oval 2Y%IT OVALMINFd6 GM IMAM 237-4 1 Mustee nMM%%MCI ON9DW 10 1 Oatey 39136 1 On -Site -- On -Site Ceramic Shower See Print 1 SEPERATE CONTROL --I SEE ORDER APPROVED BY NA 9,I61202I ppwr M w eoo.nr6 aw na .�M*e a n...n.1YM Apl[ls.9m bnM WISCONSIN HOMES INC. 2859 4BDRM THOMASVILLE CLNG. 108" DEALER: HOPEWELL TRADITION LLC PLOT BY: DON BUDTKE DWG No. w ^ /1 ^ 425 W. MCMILLAN ST. I I j`{J `{J j`{J PS W MARSHFIELD WI 54449 DESC: PRINT SCHEDULES BSMT: 9'-0" PITCH: 4112 CUST: SPEC SCALE: 3/8" = 1' 11 PLOT: 8/12121 LOCATION: SPRING LAKE PARK, MN 1" PROPEF EXTENDS 4' ALUM PRE -FINISHED SOFFII VENT (12 SO IN PER LIN f R-19 FIBERGLASS 11 7/16" SHEATHING-6" WIDE NAILED 8d 12'o/c - 1 R( IN 2x12 - 1 ROW IN CEIL 1/2" RATED STRUCTURAL USE PANEL COMPRE55101 STRIP 7/16" 24/16 RATED STRUCTURA USE PANEL w/TYVEK AIR INnLTF BARRIER OR 1" RIGID FOAM OVE SHEATHING W1/MN w/FOAM TO HAVE TYVEK OVER FOAM FASTEN BUILDING SILL PLATE PER ( FINISH GRADE �_—ROLLED RIDGE VENT (18 SO IN PER LIN Fi)-ALL MODELS 4 12 /1/2" 32/16 RATED STRUCTURAL USE PANEL A 6 F- SELF -SE TRUSSES 24"o/c 8 K£ BARTER IS APPLIED VENT WAI JP ROOF BALANCE OF ROOF L R-7 INS VAPOR RETARDER PAINT 2-2X4 R-44-50 BLOWN CELLULOSE 1/2" GYP BD h WINDOW HEADER RT7A 2x4 STUDS 16"o/c STUD GRADE OR BETTER 1/2` GYP BD Y s f' i /2` 32/16 RATED 8 15/32' OR 1/2' 32/15 RATED STRUCTURAL USE PANEL SUB —FLOOR WTM 19/32' PLYWOOD STRUCTURAL USE PANEL S UNDERLAYMENT OR 23/32" T&G DSB OR PLYWOOD SINGLE FLOOR JN28E OR JN28-2 JOIST HANGER W 2" RIGID FOAM INS. 2 2-1 3/4'x9 1/4" LVL EACH HALF 2x10 16"o/c JNJOIST RIM HANGER 1 3/4'xi1 1/4" LVL EACH HALF 2x6 #2 SPF OR BETTER 16'o c 2-2X6 2-2X4 1/2' GYP BD HANGER CEILING JOISTS WHEN OVER OPEN AREA-JUS26 2x4 STUDS 16"o/c 1/2" GYP BD 1/2" 32/16 RATED 1/2` GYP BD w/FOIL BACK STRUCTURAL USE PANEL ATION 2 � = BOLT WITH WASHER THROUGH EACH MODULE BETWEEN 8 EACH FOUNDATION SUPPORT 1/2" 32/16 RATED STRUCTURAL USE PANEL SUB -FLOOR w/15/32- PLYWOOD OPT FLOOR COVERING JN28E OR JN28-2 BD UNDERLAYMENT TO 2-1 3/4"x9 1/4" LVL JOIST HANGER ODE "aTM�m a s1Une m oWloa SOLID BRIDGING DR SGR[ MD uwIL amm 1/2" BOLT 2X10 16"o/c 8" MIN FLOOR JOISTS BLOCKED FULL DEPTH: alau a� 10v - WI END JOIST SPACE 32"o/c <conrtcna m-slR m mxcxs) TIt m wnennu aloonvr nu_crtc uv nTuroc .� APPROVED BY: ENGINEERING DEPARTMENT f RIGHT ANGLES TO TRUSSE WISCONSIN HOMES, INC. DUNG SHINGLES INSTALLED 5' TO THE WEATHER OVER A SINGLE LAYER OF ICE BARRIER. M A POINT 24" MINIMUM INSIDE THE D(TERIOR L UNE AT SIDEWALL ALL ROOF PITCHES). IDERLAYMENT CDMPLI S WITH WITH ASTM D226. ALUM PRE -FINISHED FASCIA-2x6 1/2' RATED STRUCTURAL USE PANEL COMPRESSION STRIP —2x6 STUDS SPF STUD GRADE OR BETTER 16`o/c —2x6 PLATE — 2-1 3/4`x9 1/4" LVL —2-2x12 APPROVED BY NA 8:161202I Anwow a vu aaoxwm awn rwi wmo"n a wow.• anv w�r.,•> o..wovw mx� vm �av+�um•rxn a .oFi�ueN sum lawn —2x6 STUDS 16" O/C VINYL SIDING, PREFINISHED SIDING OR VINYL SIDING w/R-3 INSULATION --2x8 SILL (BY OTHERS) 1 _" A (SEE FOUNDATION PLAN FOR SIZE)�I •' _�J I CENTER WALL SECTION FOUNDATION BY OTHERS EXTERIOR WALL SECTION TOMES INC. 2859 4BDRM THOMASVILLE CLNG: 108" DEALER: HOPEWELL TRADITION LLC DRAWN BY: ILLAN ST. WI 54449 DESC: TYPICAL SECTION BSMT: W-41"ll PITCH: 4/121 CUST: SPEC SCALE: 3/8" = 1- REVISED: 11 LOCATION: SPRING LAKE PARK, MN APPROVED BY Noorp 8/16/2021 emwrawm�.�mr�v.maw> Apdn n/bNYlma a.wru.vann nar«n«wa sower sun un '-B 1/2• 7'-11 1/2• 1/2 CONHANDRAIL REQURED REWRED NOTE: CENTER RIMS NEED TO BE CUTOUT ON -SITE & SUPPORT 3•_s• REQUIRED ON EACH SIDE OF F STAIR FLIGHT TO BASEMENT n 3-2• l� N 3/4" SER 1 STAIRS ARE INSTALLED ON —SITE BY OTHERS TO COMPLY WITH REQUIRED cuut�l APPROVED BY: ENGINEERING DEPARTMENT MSCONSIN HOMES, INC. WI42OWSINMOMES INC.T. 28694BDRMTHOMASVILLE CLNG:108" DEALER:HOPEWELLTRADITION LLC DRAWN BY:DW °w°N° 16838 D3 W/V MARSHFIELD WI 54449 DESC: STAIRWAY DETAIL BSMT: 9'A" PITCH: 4/12 CUST: SPEC [SCALE: 3/8" = 1' REVISED:6/14/21 LOCATION: SPRING LAKE PARK, MN APPROVED BY IN A 8116✓2021 ppo.renmon.+m« is �saiu.> swa. rgauYena e.wrn.�ann npWwnrwa Ap1uEY pwlsw APPROVED BY: ENGINEERING DEPARTMENT WISCONSIN HOMES, INC. W ISCONSIN HOMES INC. 28594BDRM THOMASVILLE CLNG 108' DEALER: HOPEWELL TRADITION LLC DRAWN BY: DwONO. w ^ ^ /1 ^ 425 W. ,HOMES 5 5T. DESC: STAIRWAY DETAIL BSMT: 9'-0" PITCH: 4112 CUST: SPEC CALE', 3l8" = 1' REVISED: LOCATION: SPRING LAKE PARK, MN 1 /`^1J 8 `{J 8 p� W MARSHFIELD L 54449 sn FULL HEIGHT SHEATHING 4'-0' r 511FA1HINGl APPROVED BY NA 8,16/2021 AllPm„r a er aao.nw.+mw na wrwMR a �DPa'R r'W EMulon or brvirlrw Rom M nw,.mw. a wzK.eb sub �... HULL HLIIiHI SHEATHING 4'-0' FULL HEIGHT SHEATHING 4'-0' APPROVED BY: ENGINEERING DEPARTMENT WISCONSIN HOMES, INC. LOCATION OF BRACED WALLS O METHOD EO W I PAN A CS—WSP FROM TABLE R602.10.4 OINTERIOR BRACED WALL PANEL MLTI00 WSP TABLE R602.10.4 115 MPH 3 SECOND GUST WALL BRACING PER 2018 IRC EXPOSURE "C" WIND SPEED AND SEISMIC ZONE "A". FASTENING FOR INTERIOR BRACED WALI S 1) SOLE PLATE TO JOIST OR FRAMING w/3-3 Y'4.131' MAILS 16' o/c 2) TOP PLATE TO TRUSS OR FRAMING MEMBER 3-3 Y'r.131' NAILS 16' o/c 3) FASTEN INTERIOR BRACED WALL OSB PANELS w/ 113'x2 %' RING SHANK NAILS 6' o/c FASTENING FOR EXTERIOR BRACED WAI, 1) WALL SMEATMNG TO STUDS PER R602.3(2)--16 GA 1 )L' STAPLE 3' o/c EDGES AND 6' INTERMEDIATE. WISCONSINHOMESINC. 2859 4BDRM THOMASVILLE CLNG 108' 11 DEALER: HOPEWELL TRADITION LLC DPAWNBY:BG DWG NO 16838 425 W. Mc 41LLAN ST. W MARSHFIELD WI 54449 DESC: 1ST FLOOR WALL BRACING BSMT: 9'4" PITCH: 4/12 CUST: SPEC SCALE: 3I16" = 1' 11 REVISED:07/14121 LOCATION SPRING LAKE PARK, MN <zo APPROVED BY NA .11t�11,1 (A) (A) (A) BLOCK SEMIS BLOCK SEAMS BLOCK SEAMS FULL HEIGHT FULL HEIGHT FULL HEIGHT SHEATHING 3'-6 3/4" SHEATHING 4'-0" F SHEATHING 4'-0" 2OA LEVEL E I �LRy 1 � i i1 RS250 BEDROOM i4 (S1T8 130 eq R I Ar tmw 1 SHIP LOOSE SHOWER R G3 ON -SITE. K.FIN.,ISoHe 32R P ArilmmSInN 3OR Ro Y-r RO 10' 32RP 0 BATH !3 _ BEDROOM !2 160 tt 3OR 2 � I T.z RS250 STRAP (18) BEDROOM 13 I - 129 °q It r--T m r--1 m _ (A) (A) BLOCK SEAMS BLOCK SEAMS B FULL HEIGHT FULL HEIGHT F SHEATHING SHEATHING 4--0- 4'-0' APPROVED BY: ENGINEERING DEPARTMENT WISCONSIN HOMES, INC. LOCK (A) BLOCK SEAMS BY: or FULL THING SNA-_OR G 4'-0" DEyM WBCp4N HOMES. MC. mY LOCATION OF BRACED WALLS BEDROOM !1 225 oq W 90' TRAY CEILING EIRERIOR BRACED WALL PANEL O METHOD CS-WSP FROM TABLE R602.10.4 BUILD DOWN 9" _ OTNT RIDR BRA"' D W l PAN I METHOD WSP TABLE R602.10.4 115 MPH 3 SECOND GUST Faqq WALL BRACING PER 2018 IRC 1515 5 5 PMmet°` 173•-6A)n EXPOSURE "C" WIND SPEED BLOCKSEAMS AND SEISMIC ZONE "A'. RO 14'-0 1/2"n99 x" - FULL HEK;HT SHEATHING bRP bRP 4-D WALLS FASTENING FOR INTERIOR FRAMING 1) SOLE PLATE TO JOIST OR FRAMING ./3-3 x"..131" WJLS 16' o/c 2) TOP PLATE TO TRUSS OR FRAMING MEMBER BATM !1 R5250 3-3 x"..131" NMLS 16" o/c STRAP (18) 3) FASTEN INTERIOR BRACED WALL OSS PNE1S W/.113%2 16' RING SKMK ® NA6S 6" o/c o I Aar I FASTENING FOR E%IERIOR BRACEDFASfENING FOR BRACED W� 1) WML SHEATHING TO STUDS PER G EDGES AND 6" IMERMEDI4TE. v (A) CE SHOWER SEWS (A) ON- BY ULL HEIGHT BLOCK 5 or 6 16 16 SHEATHING 4'-0• NLL HEIGHT JO SHEATHING 4'-0• WISCONSINHOMESINC. 2859 4BDRM THOMASVILLE CLNG:1011 DEALER: HOPEWELL TRADITION LLC DRAWN BY: BG DWGNO 16838 425 W. M ), WI N 4-4 DESC: 2ND FLOOR WALL BRACING BSMT: 9'-4" PITCH: 411211CUST: SPEC SCALE: 3/16" = 1' REVISED:07/14/21 LOCATION: SPRING LAKE PARK, MN W2 12 W MARSHFIELD WI 54449aza Project: Reference: Date: Page: of /��A� � / Sfy��e � ,�y/i3v✓1 �r r/ ` �-1.��gCON,9 �'01111111111 L',�. ERIK J. MYERS W -'D E43562-6 : LLI = PARKERSBURG, _ wV /ONA LN '''fit►ll111%` V6 1 018 6 o/ .S !vd s ,a d o�e /f/2 (fd Cea ✓� S1 r d-/ t d�u w ct / /� (la�► hle S�� 'ESR— /s 3y� / /u S/�//Q Kr•7Srr/ 3"ta, Vwda., pig. 27 t6�5 4 ti (, ss � Zo 41 x t = So /bs 3 rdo ��,`•�c�e � 5,���Q '� S1�r�� j 5 N�v.lik 1�.1�- o� �.e �� LL S p� o>n /5-38I a4 ;%otn4 •,,a / APPROVED BY 0000. 8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the m requireents of applicable State Laws 13 FASTEN INTERIOR BRACED WALL PANEL AREA TO FRAMING MEMBERS OR TRUSS w/3-3 Y."x.131" NAILS 16" o/c. FASTEN FRAMING MEMBERS TO TRUSSES WITH MIN. 3-3 Ys"x.131 NAILS EACH MEMBER do EACH SIDE. THIS IS FOR FLAT OR VAULTED CEILINGS - wt.ecn rox avcMm�wru MIN - YV DRYWALL PANEL IN 4' BRACED WALL PANEL AREA BOTH SIDES OR 8' BRACED WALL PANEL AREA ON ONE SIDE ONLY WITH ADHESIVE AND 1 Yi ANNULAR —RINGED NAILS OR 1 Yi DRYWALL SCREW WITH ASTM C 1002 CERTIFICATION 7" o/c FROM FLOOR TO COILING. NO BLOCKING REQUIRED IN WALL. FASTEN INTERIOR BRACED WALL PANEL AREA TO FLOOR JOIST OR 200 FRAMING MEMBERS w/3-3 A"x.131" NAILS 16" o/c. FASTEN 200 FRAMING MEMBERS TO FLOOR JOIST WITH MIN. 3-3 Y"x.131 NALS EACH MEMBER h CODE REQUIREMENT: FASTEN EACH SIDE. INTERIOR BRACED WALL WITH 3-16d NAILS PER 16". FROM NDS: .131 "x3.25" NAIL YIELDS 82# SHEAR RESISTANCE (MIN. 1.31" NAIL EMBEDMENT). 3(82#)=246# SHEAR RESISTANCE. AC5 CLIP (USP): 300# SHEAR RESISTANCE. INSTALL FRAMING IN CEILING (VAULTED OR FIAT CEILING) IF THERE IS NO TRUSS TO FASTEN TO. OA EXTERIOR BRACED WALL PANEL METHOD CS—WSP TABLE R602.10.4 O ►Iryl� �[�li ] 7L�I��liG1�� 1►1 115 MPH 3 SECOND GUST WALL BRACING PER 2018 IRC EXPOSURE "C" WIND SPEED AND SEISMIC ZONE "A". DESCRIPTION: INTERIOR WALL BRACING WALL ATTACHMENT DATE: 4/1 /2020 SCALE: NOT TO SCALE DRAWN BY: APPROVED BY florP 8'16/1021 wa"w.nawom« aswoon.. romw MIN. Yt" DRYWALL PANEL IN 4' AREA BOTH SIDES OR 8' AREA ON .SIDE ONLY WITH ADHESIVE AND 1 Yi ANNULAR —RINGED NAILS OR 1 A" DRYWALL SCREW WITH ASTM C 1 D02 CERTIFICATION 7" o/c FROM FLOOR TO CEILIING. NO BLOCKING REQUIRED IN WALL FASTENING FOR INTERIOR BRACED WALLS 1) SOLE PLATE TO JOIST OR FRAMING MEMBER w/3-3 X"x.131" NAILS 16" o/c. 2) TOP PLATE TO TRUSS OR FRAMING MEMBER 3-3 X4%.131" NAILS 16" o/c. 3) FASTEN Xz" GYPSUM PANEL w/ADHESIVE WITH 1 X4" ANNULAR —RINGED NAILS OR 1 X4" DRYWALL SCREWS WITH ASTM C 1002 CERTIFICATION 7" o/c. FASTENING FOR EXTERIOR BRACED WALLS 1) WALL SHEATHING TO STUDS PER R602.3(2)--16 GA. 1 3'4" STAPLE 3" o/c EDGES AND 6" INTERMEDIATE. 2) SEE DETAIL 56—SD FOR EXTERIOR WALL ATTC H M ENT. DWG NO. 16838 14 MiTek' MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 148066 House 416838 - MN - Hopewell Tradition - Spec The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Automated Products, Inc.. Pages or sheets covered by this seal: I47307975 thru I47307980 My license renewal date for the state of Minnesota is June 30, 2022. I Hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I am a duly Licensed Pro- fessional E er �jjjp���der the laws of the State Minnl*ta. J(JAN GARCIA DATE REG. NO. 41469 APPROVED BY IN 7P, 8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws August 4,2021 Garcia, Juan IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Information contained in the title bar and the customer's file identifier, including any job name, description, or project location, are for reference purposes only, and were not taken into account by MiTek or TRENCO in the preparation of these designs. Neither MiTek nor TRENCO have independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI-1, Chapter 2. 15 Job Truss Truss Type City Ply House #16838 - MN - Hopewell Tradition - Spec 1 147307975 148066 CL44 Piggyback 51 Job Reference (optional) Automated Products, Inc., Marshfield, WI - 54449, Scale = 1:31.9 Run: 8.43 S Jul 16 2021 Print: 8.430 S Jul 16 2021 MiTek Industries, Inc. Wed Aug 04 12:33:33 Page: 1 ID:MTPPwnwPzh4jUTAplyuEHeyMrpV-RfC?PsB7OHg3NSgPgnL8w3u ITXbGKWrCDoi7J4zJC?f 8-5-11 -0-11-11 8-2-7 0-11-1 8-2-7 0-3-4 12 4r 1.5x4 a 4 5 2x4 a 1.5x4 ■ 1.5x4 ■ 8-5-11 � 827 8-2-7 013-4 Loading (psf) TCLL 42.0 (Roof Snow = 42.0) TCDL 7.0 BCLL 0.0 BCDL 10.0 Spacing Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018(TPI2014 CSI TIC 0.30 BC 0.12 WB 0.06 Matrix -MP DEFL in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 (loc) I/deft Ud n/a 999 n/a 999 2 n/a n/a PLATES GRIP MT20 197/144 Weight: 25 lb FT = 20 LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SPF No.2 chord live load nonconcurrent with any other live loads. BOT CHORD 2x4 SPF No.2 6) ' This truss has been designed for a live load of 20.Opsf WEBS 2x4 SPF No.2 on the bottom chord in all areas where a rectangle OTHERS 2x4 SPF No.2 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied or 7) Provide mechanical connection (by others) of truss to APPROVED BY 6-0-0 oc purlins. bearing plate capable of withstanding 41 lb uplift at joint BOT CHORD Rigid ceiling directly applied or 10-0-0 oc 2, 124 lb uplift at joint 6, 146 lb uplift at joint 8 and 41 lb bracing. uplift at joint 2. 8/ j 6/707 ( 8) N/A IN 7A REACTIONS (lb/size) 2=297/8-0-13, 6=30/8-0-13, 9) This truss is designed in accordance with the 2018 7=226/8-0-13, 8=555/8-0-13, International Residential Code sections R502.11.1 and 11=297/8-0-13 R802.10.2 and referenced standard ANSI/TPI 1. Max Horiz 2=125 (LC 8), 11=125 (LC 8) 10) See Standard Industry Piggyback Truss Connection Approval of this document does not authorize or Max Uplift 2=-41 (LC 8). 6-124 (LC 3), Detail for Connection to base truss as applicable, or approve any d ation or deviations from me 8=-146 (LC 8), 11=-41 (LC 8) consult qualified building designer. equ rements off applicable State Laws FORCES (Ib) - Maximum Compression/Maximum LOAD CASE(S) Standard Tension TOP CHORD 1-2=0/15, 2-3=-156175, 3-4=-71/32, 4-5=-8/0 BOT CHORD 2-8=-70/74, 7-8=0/0, 6-7=0/0 WEBS 3-8=-443/306, 4-7=164/125 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=26ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-15 to 3-5-15, Interior (1) 3-5-15 to 9-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been checked for uniform snow load only, except as noted. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 42.0 psf on overhangs non -concurrent with other live loads. 1 Hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I amJa dulixX Licensed Pro- fessional E ineVirider the laws of the Stat 1 Mi asota. JUAN GARCIA DATE REG. NO. 41469 August 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" I s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVI PII Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd .� Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply House #16838 - MN - Hopewell Tradition - Spec 1 147307976 148066 CL44D Piggyback 5 Job Reference (optional) Automated Products, Inc., Marshfield, WI - 54449, O M O 0-11-13 Run: 8.43 S Jul 16 2021 Print: 8.430 S Jul 16 2021 MiTek Industries, Inc. Wed Aug 04 12:33:35 Page, 1 ID: MTPPwnwPzh4jUTAptyuEHeyMrpV-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f 8-0-15 7-9-11 — 7-9-11 � 0-- 3-4 1.5x4 a 4 r- 1.5x4 ■ 6 7 O M 2x4 1.5x4 ■ 1.5x4 ■ 1.5x4 a 1.5x4 ■ 8-0-15 7-9-11 1 7-9-11 0-3-4 Scale = 1:31.3 Loading (psf) Spacing 3-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 42.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow = 42.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a n/a 999 TCDL 7.0 Rep Stress Incr NO WB 0.04 Horz(CT) n/a n/a n/a BCLL 0.0' Code IRC2018/TP12014 Matrix-P BCDL 10.0 Weight: 27 lb FT = 20 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=239/7-8-1, 8=15/7-8-1, 9=18517-8-1, 10=356/7-8-1, 11 =34317-8-1, 12=401/7-8-1 Max Horiz 2=179 (LC 8) Max Uplift 2=-22 (LC 8), 8=30 (LC 3), 9=-30 (LC 8), 10=89 (LC 8). 11=-86 (LC 12), 12=99 (LC 12) Max Grav 2=239 (LC 1), 8=6 (LC 8), 9=185 (LC 1), 10=356 (LC 1), 11=343 (LC 1), 12=401 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/21, 2-3=-265/99, 3-4=190/67, 4-5=-120/47, 5-6=-49/23, 6-7=13/0 BOT CHORD 2-12=0/0, 11-12=0/0, 10-11=0/0, 9-10=0/0, 8-9=0/0 WEBS 3-12=-330/254, 4-11=285/196, 5-1 0=-298/228, 6-9= 138/101 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=26ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-5-9 to 3-5-9, Interior (1) 3-5-9 to 9-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been checked for uniform snow load only, except as noted. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 42.0 psf on overhangs non -concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 2, 30 lb uplift at joint 8, 99 lb uplift at joint 12, 86 lb uplift at joint 11, 89 lb uplift at joint 10 and 30 lb uplift at joint 9. 9) N/A 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical puffin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. LOAD CASE(S) Standard APPROVED BY INPI 8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws I Hereby certify that this plan. speci- fication, or report was prepared by me or under my direct supervision Pro - and that I aka duty Licensed Pro- lessional Er>�i: .under the laws of the Stab f esota. JUAN GARCIA DATE REG. NO. 41469 August 4,2021 aaaaar A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19r2020 BEFORE USE. Design void for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component not a buss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPI1 Ouality Criteria, DSB-99 and BCSI Building Component 16023 Swingley Ridge Rd 1 1 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply House #16838 - MN - Hopewell Tradition - Spec 148066 FL44 Piggyback Base 52 1 147307977 Job Reference (optional) Automated Products, Inc., Marshfield, WI - 54449, Run: 8.43 S Jul 16 2021 Print: 8.430 S Jul 16 2021 MiTek Industries, Inc. Wed Aug 04 12:33:36 Page: 1 ID:MTPPwnwPzh4jUTAplyuEHeyMrpV-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-9-0 I 4-6-0 4-9-0 I I 10-0-0 I 13-8-4 I 13-11-8 1-9-0 4-6-0 0-3-0 5-3-0 3-8-4 0-3-4 12 4x12 = 3x6 = 3x6 u 0 0 N 4x4 1.5x4 n 3x6 - 3x6 . I 4-9-0 I 70-0-0 13-1 -8 I 13-8-4 I 4-9-0 5-3-0 3-8-4 0-3-4 Scale = 1:33 Plate Offsets (X, Y): [2:0-1-9,0-2-01,[3:0-3-12,0-2-0],[6:0-3-0,0-0-81 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 42.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.08 9-10 >999 360 MT20 197/144 (Roof Snow = 42.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.13 9-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.00 6 n/a n/a BCLL 0.0' Code IRC2018/TPI2014 Matrix -MS Wind(LL) 0.04 9-10 >999 240 BCDL 10.0 Weight: 49 lb FT = 20 LUMBER TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 165OF 1.5E WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc pur ins, except 5-0-0 oc puffins (5-4-9 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=990/0-5.8, 6=802/0-1-8 Max Horiz 2=94 (LC 8) Max Uplift 2=249 (LC 8), 6=163 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54, 2-3=-1583/444, 3-4=1433/455, 4-5=-1398/433, 5-6=0/0 BOT CHORD 2-10=-455/1433, 9-10=455/1433, 8-9=-433/1398, 7-8=0/0 WEBS 4-10=0/186,5-8=-1541/477, 5-9=0/216, 4-9=-71/69, 6-8=-188/682 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=26ft; Cat. If; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-3-0, Interior (1) 1-3-0 to 4-6-0, Exterior(2R) 4-6-0 to 8-8-15, Interior (1) 8-8-15 to 13-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been checked for uniform snow load only, except as noted. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 42.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 2 and 163 lb uplift at joint 6. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical puffin representation does not depict the size or the orientation of the purfin along the top and/or bottom chord. 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard APPROVED BY 0000. NIrT 8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws I Hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I am duly Licensed Pro- fessional E ne99�� under the laws of the Stat 1 Mii(lsota. JUAN GARCIA DATE REG. NO. 41469 August 4,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not at ss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members orgy. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVr%1 Quality Criteria, DSB-89 and SCSI Building Component 16023 Swingley Ridge Rd 1 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type City Ply House #16838 - MN - Hopewell Tradition - Spec 147307978 148066 FL44D Piggyback Base 4 1 Job Reference (optional) Automated Products, Inc., Marshfield, WI - APPROVED BY INIPI 8/16/202 1 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws 54449, Run: 8.43 S Jul 16 2021 Print: 8.430 S Jul 16 2021 MiTek Industries, Inc. Wed Aug 04 12:33:36 Page: 1 ID:MTPPwnwPzh4jUTAptyuEHeyMrpV-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f -1-9-0 4-10-12 10-0-0 13-8-4 13-11-8 1-9-0 4-10-12 5-1-4 3-8-4 0-3-4 5x6 = 3x6 = 3x6 a 12 4 f 3 24 4 25 5 3x6 = 3x6 a 3x6 = 4x4 - � 4-9-0 13-1 -8 � 10-0-0 � 13-8-4 � 4-9-0 5-3-0 1 3-8-4 0-314 Scale = 1:33 Plate Offsets (X, Y): [2:0-1-10,Edge], [5:0-3-0.0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 42.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.09 8-9 >999 360 MT20 197/144 (Roof Snow = 42.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.14 8-9 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.02 5 n/a n/a BCLL 0.0' Code IRC2018/TP12014 Matrix -MS Wind(LL) 0.03 8-9 >999 240 BCDL 10.0 Weight: 57 lb FT = 20 LUMBER TOP CHORD 2x4 SPF 1650F 1.5E 'Except' 3-5:2x4 SP 270OF 2.2E BOT CHORD 2x4 SPF 165OF 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc pudins, except 5-0-0 oc purlins (5-6-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1459/0-5-8, 5=1208/0-1-8, (req. 0-1-14) Max Horiz 2=99 (LC 8) Max Uplift 2=-145 (LC 8), 5=40 (LC 8) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/81, 2-3=-2452/287, 3-4=2057/235, 4-5=0/0 BOT CHORD 2-9=-307/2230, 8-9=312/2217, 7-8=-235/2057, 6-7=0/0 WEBS 3-9=0/238, 4-7=-2267/259, 4-8=0/281, 3-8=-169/81, 5-7=-75/1015 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=26ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-3-0, Interior (1) 1-3-0 to 4-10-12, Exterior(2R) 4-10-12 to 7-10-12, Interior (1) 7-10-12 to 13-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been checked for uniform snow load only, except as noted. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 42.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) WARNING: Required bearing size at joint(s) 5 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 2 and 40 lb uplift at joint 5. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ib/ft) Vert: 1-3=-147, 3-5=-147 Trapezoidal Loads (lb/ft) Vert: 19=-22 (F=-2)­to-21=23 (F=3), 21=23 (F=-3)- to-9=-26 (17=-6), 9=-26 (F=-6}to-8=-31 (F=-11), 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-116, 3-5=-116 Trapezoidal Loads (lb/ft) Vert: 19=-22 (F=-2)-to-21=23 (F=3), 21=-23 (F=-3)- to-9=-26 (F=-6), 9=-26 (F=-6}to-8=31 (F=-11). 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-21, 3-5=-21 Trapezoidal Loads (lb/ft) I Hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I a a duly Licensed Pro- fessional E in r under the laws ofthe State 1 e^eta. JUAN GARCIA DATE REG. NO. 41469 August 4,2021 Contir�u on page M WARNING -Verify design parameters no READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members orgy. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIl puality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd 1 Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply House #16838 - MN - Hopewell Tradition - Spec 148066 FL44D Piggyback Base 4 1 147307978 Job Reference (optional) Automated Products, Inc., Marshfield, WI - 54449, Vert: 19=42 (F=-2}to-21=-43 (F=3), 21=43 (F=-3y to-9=-46 (17=-6), 9=46 (F=-6}to-8=-51 (F=-11), 8=-51 (F=-11)-to-7=-55 (F=-15), 7=-55 (F=-15)- to-6=-55 (F=-15) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=72, 2-22=51, 3-22=31, 3-24=51, 5-24=31 Horz: 1-2=-88, 2-22=-67, 3-22=46 Trapezoidal Loads (lb/ft) Vert: 19=-10 (F=-2)-to-21=11 (F=-3), 21=11 (F=-3)- to-9=-15 (F=-6), 9=-15 (F=-6}to-8=-20 (F=-11), 8=-20 (F=-11)-to-7=-23 (F=-15), 7=-23 (F=-15)- to-6=-23 (F=-15) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=25, 2-23=31, 3-23=51, 3-25=31, 5-25=51 Horz: 1-2=40, 2-23=-46, 3-23=-66 Trapezoidal Loads (lb/ft) Vert: 19=-10 (F=-2)-to-21=-11 (F=3), 21 =11 1 (F=-3y to-9=-15 (F=-6), 9=-15 (F=-6)-to-8=-20 (F=-11). 8=-20 (F=-11}to-7=-23 (F=-15), 7=-23 (F=-15} to-6=-23 (F=-15) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (Ib/ft) Vert: 1-2=-9, 2-3=-39, 3-5=39 Horz: 1-2=-12, 2-3=18 Trapezoidal Loads (lb/ft) Vert: 19=-22 (F=-2)-to-21=-23 (F=-3), 21=23 (F=-3)- to-9=-26 (F=-6), 9=-26 (17=-6)-to-8=-31 (F=-11), 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (Ib/ft) Vert: 1-2=-33, 2-3=-39, 3-5=-39 Horz: 1-2=12, 2-3=18 Trapezoidal Loads (lb/ft) Vert: 19=-22 (F=-2)-to-21=-23 (F=3), 21=23 (F=-3)- to-9=-26 (F=-6), 9=-26 (F=-6}to-8=-31 (F=-11), 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (Ib/ft) Vert: 1-2=39, 2-3=26, 3-5=26 Horz: 1-2=-55, 2-3=-41 Trapezoidal Loads (lb/ft) Vert: 19=-10 (F=-2}to-21=11 (F=-3), 21=-11 (F=-3y to-9=-15 (F=-6), 9=-15 (F=-6}to-8=-20 (F=-11), 8=-20 (F=-11)-to-7=-23 (F=-15), 7=-23 (F=-15} to-6=-23 (F=-15) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=7, 2-3=13, 3-5=26 Horz: 1-2=-22, 2-3=-28 Trapezoidal Loads (lb/ft) Vert: 19=-10 (17=-2)-to-21=11 (F=3), 21=11 (F=-3)- to-9=-15 (F=-6), 9=-15 (F=-6)-to-8=-20 (F=-11), 8=-20 (F=-11)-to-7=-23 (F=-15), 7=23 (F=-15} to-6=-23 (F=-15) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=14, 2-3=8, 3-5=8 Horz: 1-2=-35, 2-3=-29 Trapezoidal Loads (lb/ft) Vert: 19=-22 (F=-2)-to-21=-23 (F=3), 21=23 (F=-3} to-9=-26 (F=-6), 9=-26 (F=-6)-to-8=-31 (F=-11), 8=-31 (F=-11)-to-7=-35 (F=-15), 7=35 (F=-15)- to-6=-35 (F=-15) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Run: 8.43 S Jul 16 2021 Print: 8.430 S Jul 16 2021 MiTek Industries, Inc. Wed Aug 04 12:33:36 Page: 2 I D: MTPPwnwPzh4jUTAplyuEHeyMrpV-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKW rCDoi7J4zJC?f Uniform Loads (lb/ft) Vert: 1-2=1, 2-3=-5, 3-5=8 Horz: 1-2=-22, 2-3=-16 Trapezoidal Loads (lb/ft) Vert: 19=-22 (F=-2Yto-21=-23 (F=-3), 21=-23 (F=-3)- to-9=-26 (F=-6), 9=-26 (F=-6)-to-8=-31 (F=-11), 8=-31 (F=11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) list Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=20, 2-3=26, 3-5=8 Horz: 1-2=-35, 2-3=41 Trapezoidal Loads (lb/ft) Vert: 19=-10 (F=-2}to-21=-11 (F=-3), 21=-11 (F=-3)- to-9=-15 (F=6), 9=15 (F=-6}to-8=-20 (F=-11), 8=-20 (F=11Yto-7=23 (F=-15), 7=-23 (F=-15)- to-6=23 (F=-15) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (Ib/ft) Vert: 1-2=2, 2-3=8, 3-5=8 Horz: 1-2=-17, 2-3=-23 Trapezoidal Loads (lb/ft) Vert: 19=-10 (F=-2)-to-21=-11 (F=-3), 21=-11 (F=-3)- to-9=-15 (F=-6), 9=-15 (F=-6)-to-8=-20 (F=-11), 8=20 (F=11�to-7=-23 (F=-15), 7=-23 (F=-15} to-6=23 (F=-15) 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=7, 2-3=13, 3-5=3 Horz: 1-2=-23, 2-3=-29 Trapezoidal Loads (lb/ft) Vert: 19=-10 (F=-2}to-21=-11 (F=-3), 21=-11 (F=-3)- to-9=-15 (F=6), 9=-15 (F=-6)-to-8=-20 (F=-11), 8=20 (F=11)-to-7=-23 (F=-15), 7=-23 (F=-15)- to-6=-23 (F=-15) 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=-3, 2-3=3, 3-5=3 Horz: 1-2=-12, 2-3=-18 Trapezoidal Loads (lb/ft) Vert: 19=-10 (F=-2)-to-21=-11 (F=-3), 21=-11 (F=-3y to-9=-15 (F=6), 9=15 (F=-6}to-8=-20 (F=-11), 8=-20 (F=-11 }to-7=-23 (F=-15), 7=-23 (F=-15)- to-6=23 (F=15) 16) Dead + 0.6 MWFRS Wind (Neg. Internal) list Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=14, 2-3=8, 3-5=-9 Horz: 1-2=-35, 2-3=-29 Trapezoidal Loads (lb/ft) Vert: 19=-22 (F=-2)-to-21=-23 (F=-3), 21=-23 (F=-3} to-9=26 (F=6), 9=-26 (F=-6}to-8=-31 (F=-11). 8=31 (F=-11}to-7=-35 (F=-15), 7=-35 (F=-15} to-6=-35 (F=-15) 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Vert: 19=-22 (F=-2)-to-21=23 (F=-3), 21=-23 (F=-3)- to-9=-26 (F=-6), 9=-26 (F=-6)-to-8=-31 (F=-11), 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 19) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (lb/ft) Vert: 1-3=-21, 3-5=-21 Trapezoidal Loads (Ib/ft) Vert: 19=-22 (F=-2}to-21=-23 (F=-3), 21=-23 (F=-3} to-9=-26 (F=-6), 9=-26 (F=-6}to-8=-31 (F=-11), 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 20) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=-89, 2-3=-94, 3-5=-94 Horz: 1-2=-26, 2-3=-22 Trapezoidal Loads (lb/ft) Vert: 19=-22 (F=-2)-to-21=23 (F=3), 21=23 (F=-3)- to-9=-26 (F=-6), 9=-26 (F=-6}to-8=-31 (F=-11), 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 21) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=-99, 2-3=-103, 3-5=-94 Horz: 1-2=-17, 2-3=-12 Trapezoidal Loads (Ib/ft) Vert: 19=-22 (F=-2)-to-21=23 (F=-3), 21=23 (F=-3)- to-9=-26 (F=-6), 9=-26 (F=-6)-to-8=-31 (F=-11), 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) list Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=-89, 2-3=-94, 3-5=107 Horz: 1-2=-26, 2-3=-22 Trapezoidal Loads (lb/ft) Vert: 19=-22 (F=-2)-to-21=-23 (F=-3), 21=-23 (F=-3)- to-9=-26 (F=-6), 9=-26 (F=-6}to-8=-31 (F=-11), 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-2=-102, 2-3=-107, 3-5=-107 Horz: 1-2=-13, 2-3=-9 Trapezoidal Loads (lb/ft) Vert: 19=-22 (F=-2)-to-21=23 (17=3), 21=23 (F=-3)- to-9=-26 (F=-6), 9=-26 (F=-6}to-8=-31 (F=-11), 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-6=-35 (F=-15) 24) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Uniform Loads (lb/ft) Vert: 1-3=-63, 3-5=-103 Vert: 1-2=-4, 2-3=-9, 3-5=-9 Trapezoidal Loads (lb/ft) Horz: 1-2=-17, 2-3=-12 Vert: 19=-22 (F=-2)-to-21=23 (F=3), 21=23 (F=-3)- Trapezoidal Loads (lb/ft) to-9=-26 (F=-6), 9=-26 (F=-6}to-8=-31 (F=-11), Vert: 19=-22 (F=-2}110-21=-23 (F=-3), 21=-23 (F=-3y 8=-31 (F=-11)-to-7=-35 (F=-15), 7=-35 (F=-15)- to-9=-26 (F=6), 9=-26 (F=-6)-to-8=-31 (F=-11), to-6=-35 (F=-15) 8=31 (F=11)-to-7=35 (F=-15)' 7=-35 (F=-15r_ 25) Dead + 0.6 C-C Wind Min. Down: Lumber to-6=35 (F=15) APPROVED BT Increase=1.60, Plate Increase=1.60 18) Dead + Snow on Overhangs, Uniform Loads (lb/ft) Plate Increase=1.15 Vert: 1-2=1, 2-3=-32, 3-5=-32 Uniform Loads (Ib/ft) 8/16/202f1 Horz: 1-2=-16, 2-3=16 Vert: 1-2=-147, 2-3=-63, 3 rapezoidal Loads (lb/ft) Trapezoidal Loads (lb/ft) Vert: 19=-10 (F=-2)-to-21=11 (F=3), 21=11 (F=-3)- to-9=-15 (F=-6), 9=-15 (F=-6}to-8=-20 (F=-11), AApproval of this document does not authonzc or 20 (F=-11)-to-7=-23 (F=-15), 7=-23 (F=-15)- approve any deviation or deviations from theto-6=-23 (F=-15) requirements of applicable State Laws. �.vnm ucu vn u_97 a WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. WNDesign valid for use orgy with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not. a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIi Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply House #16838 - MN - Hopewell Tradition - Spec 148066 FL44D Piggyback Base 4 1 147307978 I Job Reference o tional Automated Products, Inc., Marshfield, WI - 54449, Run: 8.43 S Jul 16 2021 Print: 8.430 S Jul 16 2021 MITek Industries, Inc. Wed Aug 04 12:33:36 Page: 3 ID:MTPPwnwPzh4jUTAplyuEHeyMrpV-RfC?Ps870Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 26) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (lb/ft) Vert: 1-3=1, 3-5=1 Horz: 1-3=16 Trapezoidal Loads (lb/ft) Vert: 19=-10 (F=-2)-to-21=11 (F=3), 21=11 (F=-3)- to-9=-15 (F=-6), 9=-15 (F=-6)•to-8=-20 (F=-11), 8=-20 (F=-11)-to-7=-23 (F=-15), 7=-23 (F=-15)- to-6=-23 (F=-15) APPROVED BY NIP, 8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from Me requirements of applicable State Laws A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 N' MiTek' 16023 Swingley Ridge Rd Chesterfield, MO 63017 Job Truss Truss Type City Ply House #16838 - MN - Hopewell Tradition - Spec 147307979 148066 FL1164D Hip 1 1 Jab Reference (optional) Automated Products, Inc., Marshfield, WI - 54449, m N N 07 Run: 8.43 S Jul 16 2021 Print: 8.430 S Jul 16 2021 MiTek Industries, Inc. Wed Aug 04 12:33:37 Page: 1 I D:XdWA_6wRsR3aQjCEpOcMpoytoxd-RfC?PsB70Hg3NSgPgnL8w3ulTXbGKWrCDoi7J4zJC?f 1-9-0 I 3-9-0 1 4-9-3 1 5-9-0 16-8-131 7-9-0 11-6-0 1 13-3-0 1-9-0 3-9-0 1 1-0-3 0.11.1 3 1-0-3 1 3-9-0 1-9-0 1.5x4 it 5x6 = 1.5x4 it 1.5x4 ■ 5x6. 12 4r 4 5 6 1.5x4 a 3x8 = 1.5x4 ■ 4x4 - 4x4 - Scale = 1:34.2 I 3 9-0 1 3-9-0 5-99_ 2-0-0 7-9-0 ] 2-02-0 0 1 11-6-0 I 3-9-0 Plate Offsets (X, Y): [2:0-0-14,Edge], [8:0-0-14,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 42.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.07 10-18 >999 360 MT20 197/144 (Roof Snow = 42.0) Lumber DOL 1.15 BC 0.68 Vert(CT) -0.11 10-18 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.02 8 n/a n/a BCLL 0.0' Code IRC2018/TPI2014 Matrix -MS Wind(LL) 0.03 12-15 >999 240 BCDL 10.0 Weight: 39 lb FT = 20 LUMBER TOP CHORD 2x4 SPF No.2 'Except' 4-6:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc puriins, except 5-0-0 oc purlins (5-5-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1243/0-5-8, 8=1243/0-5-8 Max Horiz 2=40 (LC 9) Max Uplift 2=-133 (LC 8), 8=133 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/81, 2-3=-1785/308, 3-4=-1663/331, 4-5=-1619/309, 5-6=-1619/309, 6-7=-1663/293, 7-8=1785/269, 8-9=0/81 BOT CHORD 2-12=-223/1610, 11-12=-223/1610, 10-11=-180/1610, 8-10=-180/1610 WEBS 3-12=-66/73, 5-11=29/241, 7-10=-66/73, 4-11=-54/60, 6-11=63/68 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=26ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-3-0, Interior (1) 1-3-0 to 4-9-3, Extenor(2E) 4-9-3 to 6-8-13, Exterior(2R) 6-8-13 to 10-9-12, Interior (1) 10-9-12 to 13-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been checked for uniform snow load only, except as noted. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times Flat roof load of 42.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 2 and 133 lb uplift at joint 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. 10) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ib/ft) Vert: 1-4=-147, 4-6=-147, 6-9=-147 Trapezoidal Loads (Ib/ft) Vert: 13=-22 (F=-2)-to-15=23 (F=-3), 15=23 (F=-3)- to-12=-25 (F=-5), 12=-25 (F=-5)-to-1 1 =-27 (F=-7), 11=-27 (F=-7)-to-10=-25 (F=-5), 10=-25 (F=-5)- to-18=-23 (F=-3), 18=-23 (F=-3)-to-16=-22 (F=-2) APPROVED BY 0 000r 8/ 16/2021 N P1 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws I Hereby certify that this plan, ispeci- fication, or report was prepared by me or under my direct supervision and that I am a dui licensed Pro- derfesslonal EneZ Inthe laws of the Stat f M sota. JUAN GARCIA DATE REG. NO. 41469 August 4,2021 A WARNING - Verify design parameters and READ NOTES ON t HIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev ":. " 3EFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing M iT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Chesterfield, MO 63017 Job Truss Truss Type Qty Ply House #16838 - MN - Hopewell Tradition - Spec 147307980 148066 FL1164 Hip 5 1 Job Reference (optional) Automated Products, Inc., Marshfield, WI - 54449, Run: 8.43 S Jul 16 2021 Print: 8.430 S Jul 16 2021 MiTek Industries, Inc. Wed Aug 04 12:33:37 Page: i I D: Xd W A_6wRsR3aQjC EpOcMpoytoxd-RfC? PsB70Hq 3NSg Pqn L8w3 uITXbGKW rCDoi7J4zJC?f i -1-9-0 i 4-4-8 7-1-8 11-6-0 13-3-0 1-9-0 4-4-8 2-9-0 4 4-8 1-9-0 3x4 s 12 4r- 4x9 = 4x4 = 16 1.5x4 a 3x4 - 4-6-4 6-11-12 4-6-4 2-5-8 11-6-0 4-6-4 3x4 a Scale = 1:29.5 Plate Offsets (X, Y): [2:0-0-12,0-1-81,[3:0-5-4,0-2-0],15:0-0-12,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 42.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.04 7-8 >999 360 MT20 197/144 (Roof Snow = 42.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.06 7-8 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.02 5 n/a n/a BCLL 0.0' Code IRC2018/TP12014 Matrix -MS Wind(LL) 0.02 7-8 >999 240 BCDL 10.0 Weight: 37 Ib FT = 20 LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc pudins, except 5-0-0 oc pudins (5-7-14 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=85010-5-8, 5=850/0-5-8 Max Horiz 2=-38 (LC 9) Max Uplift 2=-213 (LC 8), 5=213 (LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/54, 2-3=-1161/434, 3-4=1034/394, 4-5=-1161/383, 5-6=0/54 BOT CHORD 2-8=-336/1029, 7-8=335/1034, 5-7=-279/1030 WEBS 3-8=0/126, 3.7=-79/80, 4-7=0/126 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=26ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-9-0 to 1-3-0, Interior (1) 1-3-0 to 4-4-8, Exterior(2E) 4-4-8 to 7-1-8, Exterior(21R) 7-1-8 to 11-6-0, Interior (1) 11-6-0 to 13-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been checked for uniform snow load only, except as noted. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times Flat roof load of 42.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 2 and 213 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev r. '" .I�:'^ �-:f - TRF '.Js Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPt1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 APPROVED BY 0000. N18/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws I Hereby certify that this plan, speci- fication, or report was prepared by me or under my direct supervision and that I am a Zicernsed Pro- fessional neethe laws ofthe Stat f Mia. JUAN GARCIA DATE REG. NO. 41469 August 4,2021 a' MiTek' 16023 Swingley Ridge Rd Chesterfield, MO 63017 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 4_1 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. -y15 r W For 4 x 2 orientation, locate plates 0- 1116" from outside edge of truss. 6-4-8 dimensions shown in ft4n-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 Y O U a O 1-- This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO connector plates. THE LEFT. o `Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT J NUMBERSILETTERS. 3 software or upon request. om x o PLATE SIZE PRODUCT CODE APPROVALS o ICC-ES Reports: The first dimension is the plate width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 w to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3# the length parallel to slots. v E a 0- ao= LATERAL BRACING LOCATION '4 Indicated by symbol shown and/or by text in the bracing section of the �r output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek a MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. NA 9/I612071 MD�o�'N G M 0oaw�w\ Oop IIW FIb1f�> gram �ry 4NMh1 a MW WI�RM1n M ia,]wNewrY� d �oWxOM SW LeM APPROVED BY: ENGINEERING DEPARTMENT WISCONSIN HOMES, INC. 4/12 PITCH 07/08/21 TRUSSES 4-FL44D 52-FL44 5-FL1 164 1-FL1164D 52-TOTAL SAPS 5-CL44D 51 -CL44 5-CL1164 1-CL1164D 52-TOTAL 2-18x17 BEAMS 2-18x18 BEAMS 12-9x59 BEAMS 2-11x59 BEAMS 2-11x20 BEAMS 1 1/2- FL1164D] WISCONSIN HOMES INC. 2859 4BDRM THOMASVILLE CLNG: 108" DEALER: HOPEWELL TRADITION LLC DRAWN BY: DWG NO. w /� /� /� 425 W. LD, Wl AN 44 DESC: TRUSS PLAN BSMT: 9'-4" PITCH: 4/12 CUST: SPEC CALE: 31/128" = 1'-0" REVISED: LOCATION: SPRING LAKE PARK, MN I' }`{J `{J }`{J T2 VW/ MARSHFIELD WI 54449 a New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Data CeAlfleate P Aug 12, 2021 Mailing Address of the Dwelling or Dwelling Unit AB16838 City SPRING LAKE PARK, MN Name of Residential Contractor HOPEWELL TRADITION LLC MN License Number Unknown THERMAL ENVELOPE ON CONTROL SYSTEM APPROVED BY 8/16/2021 Nip3 Insulation Location ATL pproval of this document does not authorize approve any deviation or deviations from the requirements of applicable State Laws. r o RCC ��, A �e B F Type: Check All That Apply Passive (No Fan) ar cq�a� Q s ? O Z11: m A 01 m A 01 v � U�� _ t= U O U_ u- E 8 FL ti a i? c _ i ✓ or other system monitoring ocauon or future location of Fan: Attic Other Please Describe Here Below Entire Stab On -site by Others Foundation Wall On -site by others Perimeter of Slab on Grade ✓ Rim Joist (lot Floor) 21.0 On -site by Others Rim Joist 2nd Floor+ 26.0 ✓ Installed Wall 21.0 ✓ Ceiling, flat 50 Blown Cellulose Ceiling, vaulted 44 Blown Cellulose Bay Windows or cantilevered areas ✓ Floors over unconditioned area ✓ Describe other insulated areas R19 OVER EXTERIOR WALL PLATES Building envelope air tightness: On -site by Others Duct system air tightness: On -site by Others Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.28 ✓ Not applicable, all ducts located In conditioned space Solar Heat Gain Coefficient (SHGC): 0.22 R-value MECHANICAL SY TEMS Make-up Air Select Type Appliances Heating SystemHeater Domestic Water Cooling System Not required per mech. code Fuel Type On -site by Others On -site by Others On -site by Others Passive Manufacturer F Powered Model Interlocked with exhaust device. Describe: Rating or Size Inputin BTUS: Capecity In Gabns: output In Tone: Other, describe: On -site by Others Efficiency AFUE or HSPF% SEER /EER Location of duct or system: Residential Load Calculati Pleating Loss Heating Gain Cooling Load On -site by Others On -site by Others On -site by Others Chn's " round duct OR MECHANICAL VENTILATION SYSTEM "metal dud Describe any additional or combined heating or cooling systems If Installed: (e.g. two furnaces or air source heat pump with gas back-up fumace): Select On -site by Others ustion Air Select a Type Not required per mech. code N Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: HI h: Outer, describe: On -site by others Energy Recover Ventilator (ERV) Capaa in cfms: Low HI h: tion of dud or system: Balanced Ventilation ca acity In cfms: Location of fan(s), describe: Cfm's Capacity continuous ventilation rate In cfms: ' round dud OR Total ventilation (intermittent + continuous) rate in cams: ' metal duct Builders Assoclaton of Minnesota version 101014 HEATING SYMBOLS FORCED AIR QT FISHWIRE FOR ON -SITE THERMOSTAT ®HEAT DIFFUSER ® TOE KICK HEAT DIFFUSER ® FLOOR HEAT DIFFUSER ® HEAT DUCT TO SECOND FLOOR ,(--=. RETURN AIR GRILL ..DOUBLE RETURN AIR GRILL FLOOR RETURN AIR GRILL ®BASEBOARD RETURN AIR GRILL m RETURN AIR DUCT TO 2ND FLOOR MECHANICAL AIR EXCHANGE © AIR EXCHANGER CONTROL MODULE ® FISHWIRE FOR ON -SITE AIR ECHANGE CONTROL MODULE Q�U 2 1/4"02" AIR EXCHANGE DUCT HIGH IN WALL ® AIR EXCHANGE DUCT TO UPPER LEVEL FRESH AIR 2 1 /4"x12" FRESH AIR DIFFUSER IN WALL AT FLOOR LEVEL ® 2 1/4"x12" BASEBOARD FRESH AIR DIFFUSER FRESH AIR ® FRESH AIR 2 1/4"02" FLOOR FRESH AIR DIFFUSER 0 8" ROUND FLEXIBLE INSULATED DUCT ® CEILING MOUNT AIR EXCHANGE BOOT & GRILL WALL MOUNT AIR EXCHANGE BOOT & GRILL DESCRIPTION: HEAT PRINT LEGOND DATE: 06/07/ 12 ELECTRIC BASEBOARD OT ELECTRIC HEAT CONTROL MODULE �j 500 WATT TOE KICK HEATING UNIT 50OWW`W ® 500 WATT BASEBOARD HEATING UNIT 50OW ® 750 WATT BASEBOARD HEATING UNIT 750W 1000 WATT BASEBOARD HEATING UNIT 1000W � 1250 WATT BASEBOARD HEATING UNIT 1000W 1500 WATT BASEBOARD HEATING UNIT 150OW rzz 2000 WATT BASEBOARD HEATING UNIT 2000W HYDRONIC BASEBOARD QT FISHWIRE FOR ON -SITE THERMOSTAT HYDRONIC BASEBOARD HEATING UNIT 8'-O" SCALE: 3/8" = 1' 11 DRAWN BY: CM APPROVED BY N A 6,16,2021 �CyIOM Yry MTV«' «M'MOI4 M1«nM tp�mwbM Vfpr10V SYV ll+'� 16838 27 APPROVED BY NA 8/I6/2021 Mao.M a ex. aau�.rAaow m wwnm� o Sao•. ®n o..wan « a can n,. -—a � s- .N L..+ MECHANICAL EQUIPMENT, APPLIANCES, AND ELECTRICAL OUTSIDE COMBUSTION AIR SHALL BE REQUIRED IN ALL SERVICE OUTLET SHALL BE INSTALLED ON —SITE BY OTHERS BUILDINGS AND STRUCTURES WHERE ANY FUEL BURNING IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION APPLIANCES ARE PRESENT PROVIDED ON —SITE BY OTHERS. INSTRUCTIONS FOR THE LABELED EQUIPMENT. CONNECTIONS HEAT DIFFUSSERS/800TS 3 RETURN AIRS SHOWN WILL BE TO MECHANICAL EQUIPMENT AND APPLIANCES. SUCH AS FUEL INSTALLED BY WISCONSIN HOMES INC. ANY DUCT MATERIAL SUPPLY, ELECTRICAL, HYDRONIC PIPING, CHIMNEY OR VENT, PROVIDED BY WISCONSIN HOMES INC. TO BE GALVANIZED @ DUCTS SHALL CONFORM TO APPLICABLE CODES. METAL MAKE—UP AIR R AIR EXCHANGE ON —SITE BY OTHERS. 181 16 116 JOISTS WISCONSIN HOMES INC. 28594BDRM THOMASVILLE CLNG. 108" DEALER: HOPEWELL TRADITION LLC DRAWN BY:DW/SG °WG NO 16838 425 W. MCMILLAN ST. Hi W MARSHFIELD WI 54449 DESC. 1ST FLOOR PLAN BSMT: T'� PITCH: 4/12 CUST: SPEC SCALE: 1l4' = 1' REVISED:08I06/21 LOCATION SPRING LAKE PARK, MN APPROVED BY NA 9/I62021 APPwr a Uti aoonra a.. riot .uwm. a sPa+++n PI e..wnrtan �r �n,nn d a �IPyuN. 5MN iw.. MECHANICAL EQUIPMENT, APPLIANCES, AND ELECTRICAL OUTSIDE COMBUSTION AIR SHALL BE REQUIRED IN ALL SERVICE OUTLET SHALL BE INSTALLED ON -SITE BY OTHERS BUILDINGS AND STRUCTURES WHERE ANY FUEL BURNING IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION APPLIANCES ARE PRESENT PROVIDED ON -SITE BY OTHERS. INSTRUCTIONS FOR THE LABELED EQUIPMENT. CONNECTIONS HEAT DIFFUSSERS/BOOTS & RETURN AIRS 910WN WILL BE TO MECHANICAL EQUIPMENT AND APPLIANCES, SUCH AS FUEL INSTALLED BY WSCONSIN HOMES INC. ANY DUCT MATERIAL SUPPLY, ELECTRICAL. HYDRONIC PIPING, CHIMNEY OR VENT, PROVIDED BY WSCCONSIN HOMES INC. TO BE GALVANIZED & DUCTS SHALL CONFORM TO APPLICABLE CODES. METAL MARE -UP AIR & AIR EXCHANGE ON -SIZE BY OTHERS. CERAMIC SHOWER ON —SITE BY OTHERS 181 16 116 JOISTS WISCONSIN HOMES INC.11 2859 4BDRM THOMASVILLE CLNG: 108 DEALER: HOPEWELL TRADITION LLC DRAWN BY:DW oWG NO. 16838 W MARSH ., MDMIW AN ST DESC: 2ND FLOOR PLAN BSMT: 9'-0" PITCH: 4112 CUST: SPEC CALF: 1l4" - 1' REVISED:]/9121 LOCATION SPRING LAKE PARK, MN 4p0 H2 ELECTR� g MAIN FLOOR ELECTRICAL PANEL 0 BASEMENT ELECTRICAL PANEL S SINGLE POLE S1 INDICATOR SWITCH S3 3-WAY SWITCH — — — S4 4-WAY SWITCH SD DIMMER SWITCH SW W21 SWITCH S31) 3-WAY DIMMER SWITCH S4D 4-WAY DIMMER SWITCH O SN NIGHTLIGHT SENSOR SWITCH sm MOTION SENSOR SWITCH ST TIMER SWITCH SDF DUAL DIMMER/FAN CONTROL SR REOSTAT (FAN CONTROL) O SJ JAMB SWITCH ® DUPLEX RECEPTACLE 0 GFI GFI RECEPTACLE L HALF SWITCHED SWITCHED DUPLEX RECEPTACLE FULLY SWITCHED DUPLEX RECEPTACLE LOCATION AC ABOVE CABINET TAGS IC IN CABINET C FI IN ISSCO EXTERIOR SOFFIT RECEPTS FFIT 0000 DBL GANG BOX 2-DUPLEX RECEPTACLES IN Go DBL GANG BOX SINGLE RECEPTACLE or FLOOR RECEPTACLE OFF^ ® IN BASE CABINET Zm= DUPLEX AIR EXCH 220V RECEPTACLE DUCT CAL SYMBOLS CEILING LIGHT / WIRE O JUNCTION BOX WALL MOUNT LIGHT OH HUMIDSTAT 4' TRACK LIGHT OT THERMOSTAT 2' TRACK LIGHT © AIR EXCHANGER CONTROL 4' FLUORESCENT LIGHT ® MAKE-READY ON -SITE AIR EXCHANGER CONTROL ® SMOKE DETECTOR RECESSED FLUORESCENT LIGHT © SMOKE/CARBON MONOXIDE DETECTOR FLUORESCENT CLOSET LIGHT or UNDER OH CABINET ® CARBON MONOXIDE DETECTOR KEYLESS FLUORESCENT LIGHT _ (V) CENTRAL VACCUM MULTI -PLUG OUTLET - STRIPS ® DOORBELL TRANSFORMER ECESSED LIGHT(SUITABLE FOR DAMP LOCATIONS) (SUITABLE FOR WET LOCATIONS WITH COVER) ® DOORBELL CHIME EYEBALL LIGHT S DOORBELL BUTTON DOME LIGHT(SUITABLE FOR WET LOCATIONS) LED LOW -PROFILE DOWNLIGHT SPEAKER WIRE (SUITABLE FOR INTERIOR WET LOCATIONS) - COMMUNICATION FISH WIRE ATTIC LIGHT 0 LIGHT -VENT FAN ® HEAT -LIGHT -VENT FAN CRAWLSPACE LIGHT O RECESSED LIGHT VENT FP"' LIGHT BAR ONLY 24" - 30" - 36" - 48" MEDICINE CAB./ LIGHT BAR ONLY Fr CEILING FAN DISHWASHER LOCATION 2 1/4" x 12" AIR EXCHANGE DUCT L LOW -PROFILE LED (SURFACE MOUNT LED) APPROVED BY N A 8/16/2021 �oaw+a w aoanr� mr � ne�m « �ww.".o a .odraek s1m" i� _j*,&,WIS NI L)LAN ; INC. DESCRIPTION: TYPICAL ELECTRICAL PLAN SYMBOLS owc No 425 W. McMI W MARSHFIELD. WI 54449 DATE: SCALE: 3�8" = 1' DRAWN BY: 16838 so A 16 6 RNSE En p �/Ie• 7/, TX _--____ U 116 {#1177 ROOM L MUD 17 ----____----- APPROVED BY florA 811612021 �RPea a w ewnr� aow m .nww tr aaa...na.wena a.rs. eam rr r.a..mrea awaw srr Eww. vv m uu #17 117 OFFICE 79 sq ft 117 17 7 / S � / 123 S� 5� 017 23 BATTER BACKUP #17� �/ �_ - ' IN BASEMENT - -4l A'tmn/17 / L \ 1 ESS 10 CRNS EIS �\ L L T/1e' BATH /4 \ S 55, n ¢Ec� BASEMENT STAIRWELL FOYER -(LF /15 ------ T ® A14 114 7,5 15 15 / i LN91D ROOM 279 aq R I IS" / J15 m w THE EMERGANCY DISCONNECT REQUIRED BY 2020 NEC 230.85 IS ON -SITE BY OTHERS THE TYPE 1 OR 2 SURGE PROTECTIVE DEVICE REQUIRED BY 2020 NEC 230.67 IS DN-SITE BY OTHERS / %17 DINING ROOM \ 172 sq ft 1et Floor 1567 Rq ft Perimeter 173 -6- ft DECK ON -SITE WATERPROOF, INSULATION, k COMPLIANCE ON -SITE 13Y OTHERS. /9 14 l WALK- PA', 1 I SD � I 15 RE /5 � eR IXCM DUCT 4 \ V l5 \ \ `� (`/I RAGE j /14x rwarErs I Ir `4 15 ... {,y�� �a� KITCHEN L 14 173 eq It Y — — CEIUK Y AccEss APPROVED BY: ENGINEERING DEPARi1AENT WISCONSIN HOMES, INC. WIRE SIZES NM-B 15 AMP-/14 AWG 20 AMP- /12 AWG 25 AMP- 10 AWG 30 AMP- 10 AWG 40 AMP—/8 AWG 1-20 AMP-DFCI-GARAGE 2-30 AMP-GFCI-DRYER 3-20 AMP-DFCI-LAUNDRY 4-20 AMP-DFCI-APPLIANCE 5-20 AMP-DFCI-APPLIANCE 6-20 AMP-DFCI-APPLIANCE 7-20 AMP-DFCI-DISHWASHER B-20 AMP -AFC: -APPLIANCE 9-20 AMP -AFC _APPLIANCE 10-20 AMP-BATH-GFCI 11-20 AMP-BATH-GFCI 12-20 AMP-BATH-GFCI 13-20 AMP-AFCI-GENERAL PURPOSE 14-20 AMP-AFCI-GENERAL PURPOSE-GFCI 15-20 AMP-AFCI-GENERAL PURPOSE 16-20 AMP-DFCI-GENERAL PURPOSE 17-20 AMP-AFCI-GENERAL PURPOSE 18-20 AMP-DFCI-GENERAL PURPOSE 19-20 AMP-AFCI-GENERAL PURPOSE-GFCI 20-20 AMP-DFCI-GENERAL PURPOSE 21-20 AMP-DFCI-GENERAL PURPOSE 22-20 AMP -GENERAL PURPOSE 23-15 AMP-AFCI-GENERAL PURPOSE IF PROTECTION TYPE IS LISTED DIRECTLY AFTER BREAKER SIZE PROTECTION IS PROVIDED BY BREAKER. IF LISTED AFTER CIRCUIT TYPE A GFI RECEPTACLE WOULD PROVIDE PROTECTION TO AREAS OF CIRCUIT REQUIRING GFCI PROTECTION. DFCI-DUAL FUNCTION BREAKER THAT PROVIDES AFCI AND GFCI PROTECTION TO THE ENTIRE CIRCUIT 120V AND 240V RECEPTS NEAR SINKS,SHOWERS AND TUBS WILL BE GFCI PROTECTED IF WITHIN 6' OF THOSE ITEMS (THEY WILL BE MEASURED AT TIME OF INSTALLATION) ALL EXTERIOR RECEPT. SHALL BE WEATHER RESISTANCE TYPE ALL RECEPT. SHALL BE TAMPER RESISTANCE TYPE INTERSYSTEM BONDING BAR REQUIRED ON -SITE BY OTHERS HOMES INC. 285946DRMTHOMASVILLE CLING 108" DEALER:HOPEWELLTRADITIONLLC DRAWNBY:DB °W°N° 16838 425 W. M,Wt L 54449 N ST. D DESC: 1ST FLOOR ELECTRICAL PLAN SMT: 9'4" PITCH:4/12 SCALE:55/2 COST: SPEC 56" = V RE08/09/ VISED:21 am LOCATION. SPRING LAKE PARK, MN ETA 31 W MARSHFIEL BEDROOM r4 138 sq ft 8= 18 \ SHIP LOOSE SHOWER & \ SINK. FINISH WALLS 18 ON —SITE. — i rLooR / APPROVED BY IN A 8116/2021 .eaw� a mn ax.Mwa aaw iv reianu a appM�rybYMm> UrA�YdrflmmM �ar.N.ra sMa�eM BYY Iaw 08 ti UTILITY 10 Fes. rtwsE �} anon t• up \ os "I'M 2nd LEVEL S 1. If / h _ �➢�'8 — —t 7 I r23 Y 128 i18 S— ' r0 yyI5 \ \ T BEDROOM /3 129 eq It #P0 -- n ® r20 1 023 BEDROOM r2 / 160 sq ft / / _ 121 J�!122 H /21 S�1\ nisE _ 1 CARNETS / 7/ta' Mt APPROVED BY: ENGINEERING DEPARIMEM WISCONSIN HOMES, INC. WIRE SIZES NM—B THE EMERGANCY DISCONNECT REWIRED 15 AMP— 14 AWG BY 2020 NEC 230.85 20 AMP— 12 AWG IS ON —SITE BY OTHERS 25 AMP— 10 AWG THE TYPE 1 OR 2 SURGE PROTECTIVE 30 AMP— 10 AWG DEVICE REQUIRED BY 2020 NEC 230.67 40 AMP-08 AWG IS ON —SITE BY OTHERS m �19 L LI019 QV/ll19 I / BEDROOM ri / /19€ 225 sq ft / 1 / _ �r23 � 1 � \SA W 1-20 AMP—DFCI—GARAGE 2-30 AMP—GFCI—DRYER 3-20 AMP—DFCI—LAUNDRY 4-20 AMP—DFCI—APPLIANCE 5-20 AMP—DFCI—APPLIANCE 6-20 AMP—DFCI—APPLIANCE 7-20 AMP—DFCI—DISHWASHER 9 �19 8-20 AMP—AFCI—APPLIANCE 'yY�} 9-20 AMP—AFCI—APPLIANCE 10-20 AMP—BATH—GFCI DECK ON —SITE. 11 —20 AMP—BATH—GFCI WATERPROOF, 12-20 AMP—BATH—GFCI INSULATION, & 13-20 AMP—AFCI—GENERAL PURPOSE COMPLIANCE ON —SITE BY 14-20 AMP —AFC: —GENERAL PURPOSE—GFCI OTHERS. 15-20 AMP —AFC —GENERAL PURPOSE 16-20 AMP—DFCI—GENERAL PURPOSE 17-20 AMP—AFCI—GENERAL PURPOSE 18-20 AMP—DFCI—GENERAL PURPOSE 19-20 AMP—AFCI—GENERAL PURPOSE—GFCI 20-20 AMP—DFCI—GENERAL PURPOSE 21-20 AMP—DFC—GENERAL PURPOSE 22-20 AMP —GENERAL PURPOSE 2nd Floor 23-15 AMP—AFCI—GENERAL PURPOSE 1515 sq ft Perimeter 173'-8" I't IF PROTECTION TYPE IS LISTED DIRECTLY AFTER BREAKER SIZE PROTECTION IS PROVIDED BY BREAKER. IF LISTED AFTER CIRCUIT TYPE A GFI RECEPTACLE WOULD PROVIDE PROTECTION TO AREAS OF CIRCUIT REQUIRING GFCI PROTECTION. LAFCINAND GFCI PROTECTION PRCOVIDES TO THE ENTIRE CIRCUIT CERAMIC SHOWER ON —SITE BY OTHERS 120V AND 240V RECEPTS NEAR SINKS,SHOWERS AND TUBS WILL BE GFCI PROTECTED IF WITHIN 6' OF THOSE ITEMS (THEY WILL BE MEASURED AT TIME OF INSTALLATION) ALL EXTERIOR RECEPT. SHALL BE WEATHER RESISTANCE TYPE ALL RECEPT. SHALL BE TAMPER RESISTANCE TYPE INTERSYSTDA BONDING BAR REQUIRED ON —SITE BY OTHERS WISCONSINHOMESINC. 2859 4BDRM THOMASVILLE CLNG:108" DEALER: HOPEWELL TRADITION LLC DRAWNBY:DB DWG NO 16838 425 W. McMILLAN ST. DESC: 2ND FLOOR ELECTRICAL PLAN BSMT: 9'4" PITCH: 4/12 CUST: SPEC CALE: 571256" = 1' REVISED:08/09/21 LOCATION. SPRING LAKE PARK, MN E2A 32 �� MARSHFIELD WI 54449 — APPROVED BY 8/ 16/2021 WISCONSIN HOMES, INC. Irr 00NO 425 West McMillan St. Approval of this document does not authorize or Marshfield WI 54449 approve any deviation or deviations from the requirements of applicable State Laws (715)384-2161 www.wisconsinhomesinc.com Design Criteria Minnesota — 2020 Minnesota State Building Code Roof Snow Load: 42 psf Ground Snow Load: 60 psf Floor Live Load: 40 psf Wind Load: 115 mph (3 sec gust) Seismic Zone: A Wind Exposure: C Construction Type: Wood Frame — Unprotected Occupancy: IRC I Header/Beam Span Chart J :My% �� • LICENSED ' PROFESSIONAL.; ENGINEER 51610 OFi M Jul 16, 2021 Roof Marriage Line Beam Nominal Size Specification Clear Span 2-2x10 S.S. Hem Fir 7%2" 2-1.75"x 18" LVL 2950 Fb 2.0E 195-0" Side Wall Header Nominal Size Specification Clear Span 2-2x10 S.S. Hem Fir 91-151 2-1.75"x 9.25" LVL (Rims) 2950 Fb 2.0E 91-191 Ceiling Marriage Line Beam — Roof, Ceiling Wall, & Floor (Full Load) Nominal Size Specification Clear Span 1-1.75"x 11.25" LVL 2950 Fb 2.0E 8'-11" 3-1.75"x 11.25" LVL 2950 Fb 2.0E 11'-10" Floor Marriage Line Beam — Roof, Ceiling, Wall, & Floor (Full Load) Nominal Size Specification Clear Span 2-1.75"x 9.25" LVL 2950 Fb 2.0E 87-5" Floor Marriage Line Beam — Floor Load Only Nominal Size Specification Clear Span 2-1.75"x 9.25" LVL 2950 Fb 2.0E 11'-4" 33 WoodWorks® Wisconsin Homes, Inc. 12)425 W. McMillan St. COMPANY SOFTWARE FOR WOOD DESIGN Marshfield, WI 54449 (715) 384-2161 July 14, 2021 14:16 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 2) Loads: PROJECT 30' Wide Roof Marriage Line Beam T-2" Max. Span 3" SPF Bearing 2-2x10RMLBEAM.wwb Load Type Distribution Pat- ternj Location [ft] Start End Magnitude Start End Unit 1-ROOF Snow Full Area 42.00(15.001) psf 2-ROOF Dead Full Area 7.00(15.001) psf 3-ROOF Live Full Area 5.00(15.001) psf 4-ROOF Dead Full Area 10.00(15.001) psf 5-ROOF Wind Full Area -28.33(15.001) psf .Self -weight Dead Full UDL 5.7 if Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : T-4.57" -- T-3.78" Unfactored: Dead Live Snow Wind Factored: Total 954 954 954 954 Bearing: Capacity Beam 954 954 Support 1613 APPROVED BY 1613 Des ratio Beam 1.00 8/16/2021 1.00 Support 0.59 IN 7A 0.59 Load comb #1 #1 Length 0.78 0.78 Min req' d 0.78 Approval of this document does not authorize or deviation deviations from the0.78 Cb 1.00 approve any or requirements of applicable State Laws 1.00 Cb min 1.00 1.00 Cb support - - Fc SUP 1 7251 725 Lumber n-ply, Hem -Fir, SS, 2x10, 2-ply (3"x9-1/4") Supports: All - Lumber n-ply Column, S-P-F Stud Total length: T-4.56"; Clear span: 7'-3.0"; Volume = 1.4 cu.ft Lateral support: top = 24 bottom = 24 (in); This section PASSES the design code check. ���11111►�� �V_ • EviY LICENSED 'N PROFESSIONAL, ENGINEER JIVIV i F 191FlM 11 Jul 16, 2021 34 F1 WoodWOrks® Sizer SOFTWARE FOR WOOD DESIGN 2-2x10RMLBEAM.wwb WoodWorks® Sizer 2019 (Update 2) Analysis vs. Allowable Stress and Deflection usina NDS 2018: Criterion Anal sis Value Design Value Unit Analysis/Design Shear fv = 40 Fv' = 135 psi fv Fv' = 0.30 Bending(+) fb = 489 Fb' = 1378 psi fb/Fb' = 0.35 Live Defl'n negligible Total Defl'n 0.08 = < L/999 0.37 = L/240 in 0.22 Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 0.90 1.00 1.00 - - - - 1.00 1.00 1.00 1 Fb'+ 1400 0.90 1.00 1.00 0.994 1.100 - 1.00 1.00 1.00 - 1 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 1 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 1 CRITICAL LOAD COMBINATIONS: Shear : LC #1 = D only Bending(+): LC #1 = D only Deflection: LC #1 = D only (total) Bearing Support 1 - LC #1 = D only Support 2 - LC #1 = D only D=dead L=live S=snow W=wind All LC's are listed in the Analysis output Load combinations: ICC-IBC CALCULATIONS: V max = 954, V design = 744 lbs; M(+) = 1744 lbs-ft EIy - 158.29 lb-in^2/ply "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+): Lu = 2' Le = 4'-1.44" RB = 7.1; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. APPROVED BY ON P1 8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws LICENSED ' N PROFESSIONAL.; ENGINEER 51610 0��: "1►OF' M Jul 16, 2021 35 COMPANY PROJECT WoodWorks® Wisconsin Homes, Inc. 30' Wide Roof Marriage Line 425 W. McMillan St. Beam SO"WARF FOR WOOD DESIGN Marshfield, WI 54449 19'-0" Max. Span (715) 384-2161 3.5" SPF Bearing July 14, 2021 14:26 2-1.75x18LVLRMLBEAM.wwb Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 2) Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit 1-ROOF Snow Full Area 42.00(15.00') psf 2-ROOF Dead Full Area 7.00(15.00') psf 3-ROOF Live Full Area 5.00(15.00') psf 4-ROOF Dead Full Area 10.00(15.001) psf 5-ROOF Wind Full Area -28.33(15.001) psf Self -weight Dead Full UDL 18.2 1plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 19'-2.17" 14 0' 19'- .09' Unfactored: Dead Live Snow Wind Factored: 2607 2607 Total 2607 _ 2607 Bearing: Capacity Beam 2854 2854 Support 2607 APPROVED BY 2607 Des ratio Beam 0.91 0.91 Support 1.00 8i162021 IN 7P1.09 1.00 Load comb #1 #1 Length 1.09 Min req ' d 1. 0 9 * * Approval of this document does not authorize or 1. 0 9 * * Cb 1.0 approve any deviation or deviations from the requirements of applicable State Laws. 1.00 Cb min 1.00 1.00 Cb support - _ Fc sup 725 725 nnr nrrr urn u�u'n ry r�r lyuI WW WWI nGU vy 11IV IV4U11 CU WIUUI VI Inc suppurning mem oer. LVL n-ply, 2.OE, 295OFb, 1-3/4"x18", 2-ply (3-1/2"x18") ��� fir' Supports: All -Lumber n-ply Column, S-P-F Stud Total length: 19'-2.19"; Clear span: 19'; Volume = 8.4 cu.ft. = LICENSED PROFESSIONAL Lateral support: top = 24 bottom = 24 (in); = ; - ENGINEER This section PASSES the design code check. = .R ,/ OFI M 11 1 1 Jul 16, 2021 36 F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 2-1.75x181LVLRMLBEAM.wwb WoodWorks® Sizer 2019 (Update 2) Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 52 Fv' = 256 psi tv/Pv' = 0.20 Bending(+) fb = 790 Fb' = 2512 psi fb/Fb' = 0.31 Live Defl'n negligible Total Defl'n 0.36 = L/636 0.95 = L/240 in 0.38 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Fv' 285 0.90 - 1.00 - - - - 1.00 Fb1+ 2950 0.90 - 1.00 0.991 0.946 - 1.00 1.00 Fcp' 750 - - 1.00 - - - - 1.00 E' 2.0 million - 1.00 - - - - 1.00 Eminy' 1.04 million - 1.00 - - - - 1.00 CRITICAL LOAD COMBINATIONS: Shear : LC #1 = D only Bending(+): LC #1 = D only Deflection: LC #1 = D only (total) Bearing Support 1 - LC #1 = D only Support 2 - LC #1 = D only D=dead L=live S=snow W=wind All LC's are listed in the Analysis output Load combinations: ICC-IBC CALCULATIONS: V max = 2607, V design = 2185 lbs; M(+) = 12444 lbs-ft Page 2 Ci Cn LC# 1.00 1 - - 1 - - 1 - - 1 EIy = 1700.97 lb -in 2/ply Apparent E approximates the effect of shear deflection. "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+): Lu = 2' Le = 4'-1.44" RB = 8.5; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 4. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire -retardant treatment - no notches 5. BUILT-UP SCL: Contact manufacturer for connection details when side -loaded or when loads are not applied equally to all plies. 6. SCL: Deflection is calculated using an apparent modulus of elasticity E that incorporates the effect of shear deflection. APPROVED BY ON 14 8/16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws ```` ►� MY�'% LICENSED 'N % PROFESSIONAL•; ENGINEER 51610 AT: o OF M Jul 16, 2021 37 COMPANY PROJECT Wood"Works" Wisconsin Homes, Inc. 15' Wide Section Sidewall 425 W. McMillan St. Header SOFTWARL FOR WOOO O(SlGN Marshfield, WI 54449 (715) 384-2161 July 14, 2021 14:17 109" Max. Span 3" SPF Bearing 2-2x10.wwb Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 2) Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit 1-ROOF Snow Full Area 42.00(9.501) psf 2-ROOF Dead Full Area 7.00(9.501) psf 3-ROOF Live Full Area 5.00(7.501) psf 4-ROOF Dead Full Area 10.00(7.501) psf 5-ROOF Wind Full Area -28.33(9.501) psf 6-ROOF Wind Full Area -19.00(2.001) psf -Self-weight Dead IFull UDL 5.7 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : r- 9'-2.11 " n Unfactored• Dead Live Snow Wind Factored: 672 672 Total 672 672 Bearing: Capacity Beam 672 672 Support 1137 APPROVED BY Des ratio 1137 Beam 1.00 8/16/2021 1.00 Support 0.59 0.59 Load comb #1 #1 Length 0.55 0.55 Min reqr d 0. 55 Approval of this document does not authorize or approve any deviation or deviations from the 0.55 Cb 1. 00 requirements of applicable State Laws 1.00 Cb min 1.00 1.00 Cb support - _ Fc sup 725 725 Lumber n-ply, Hem -Fir, SS, 2x10, 2-ply (3"x9-1/4") Supports: All - Lumber n-ply Column, S-P-F Stud Total length: 9'-2.13'; Clear span: 9'-1.0"; Volume = 1.8 cu.ft. Lateral support: top = at supports, bottom = at supports; This section PASSES the design code check. `��-fir.,... -•r i�i LICENSED % PROFESSIONAL.; ENGINEER = ,,OF� M / Jul 16, 2021 F1 WOOdWOrkS® Sizer SOFTWARE FOR WOOD DESIGN 2-2x10.wwb WoodWorks® Sizer 2019 (Update 2) Analysis vs. Allowable Stress and Deflection usina NDS 2018: Criterion Anal sis Value Design Value Unit Analysis/Design Shear fv = 30 Fv' = 135 psi fv Fv' = 0.22 Bending(+) fb = 430 Fb' = 1340 psi fb/Fb' = 0.32 Live Defl'n negligible Total Defl'n 0.11 = < L/999 0.46 = L/240 in 0.24 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Fv' 150 0.90 1.00 1.00 - - - Fb'+ 1400 0.90 1.00 1.00 0.967 1.100 - Fcp' 405 - 1.00 1.00 - - - E' 1.6 million 1.00 1.00 - - - Emin' 0.58 million 1.00 1.00 - - - CRITICAL LOAD COMBINATIONS: Shear : LC #1 = D only Bending(+): LC #1 = D only Deflection: LC #1 = D only (total) Bearing Support 1 - LC #1 = D only Support 2 - LC #1 = D only D=dead L=live S=snow W=wind All LC's are listed in the Analysis output Load combinations: ICC-IBC CALCULATIONS: V max = 672, V design = 555 lbs; M(+) = 1534 lbs-ft EIy = 158.29 lb-in"2/ply "Live" deflection is due to all non -dead loads (live, Total deflection = 1.5 dead + "live" Lateral stability(+): Lu = 9'-1.56" Le = 17'-2.31" Page 2 Cr Cfrt Ci Cn LC# - 1.00 1.00 1.00 1 1.00 1.00 1.00 - 1 - 1.00 1.00 - - - 1.00 1.00 - 1 - 1.00 1.00 - 1 wind, snow...) RB = 14.6; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. APPROVED BY ON P I 8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws 111111//,/'' LICENSED.�'pN % PROFESSIONAL •; ENGINEER %N�A 51610 OFI M Jul 16, 2021 39 COMPANY Woodworks®Wisconsin425Homes, Inc. 425 W. McMillan St. SOfTWARf FOR WOOD DESIGN Marshfield, WI 54449 (715) 384-2161 July 14, 2021 14:17 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 2) Loads: PROJECT 15' Wide Multi -Story Sidewall Header Floor Rims from Second Floor 109" Max. Span 2-1.75x9.25LVL.wwb Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit 1-ROOF Snow Full Area 42.00(9.501) psf 2-ROOF Dead Full Area 7.00(9.501) psf 3-ROOF Live Full Area 5.00(7.501) psf 4-ROOF Dead Full Area 10.00(7.501) psf 5-FLOOR Dead Full Area 10.00(7.501) psf 6-FLOOR Live Full Area 40.00(7.501) psf 7-WALL Dead Full UDL 45.0 plf 8-ROOF Wind Full Area -28.33(9.501) psf 9-ROOF Wind Full Area -19.00(2.001) psf Self -weight IDead Full UDL 9.3 if Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : - 9'-3.52" 0' 9'-2.76" Unfactored• Dead Live Snow Wind Factored: 1250 1250 Total 1250 1250 Bearing: Capacity Beam 1992 1992 Support 1250 1250 Des ratio Beam 0.63 0.63 Support 1.00 1.00 Load comb #1 #1 Length 0.76 0.76 Min req'd 0.76** 0.76** Cb 1.00 � � � � � � ► Cb min Cb support 1.00 1.11 \\ .`�� J' -f/ ;,90 , Fcp sup 425 Q`;•' '•�' --minimum Dearing length governed by the required width of the supporting member. Z LiU-tIN151f�— PROFESSIONAL, APPROVED BY EI�lG1MEFR ON r I 8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws %N�A 51610 AT: Jul 16, 2021 40 2-1.75x9.25LVL.wwb Woodworks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 2019 (Update 2) LVL n-ply, 2.OE, 295OFb, 1-3/4"x9-1/4", 2-ply (3-1/2"x9-1/4") Supports: All - Lumber -soft Sill plate, S-P-F No.1/No.2 Total length: 9'-3.5'; Clear span: V-2.0'; Volume = 2.1 cu.ft. Lateral support: top = 16 bottom =16 (in); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using NDS 2018 Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 48 Fv' = 256 psi fv Fv' = 0.19 Bending(+) fb = 693 Fb' = 2743 psi fb/Fb' = 0.25 Live Defl'n negligible Total Defl'n 0.14 = L/770 0.46 = L/240 in 0.31 Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 285 0.90 - 1.00 - - - - 1.00 - 1.00 1 Fb'+ 2950 0.90 - 1.00 0.997 1.036 - 1.00 1.00 - - 1 Fcp' 750 - - 1.00 - - - - 1.00 - - _ E' 2.0 million - 1.00 - - - - 1.00 - - 1 Eminy' 1.04 million - 1.00 - - - - 1.00 - - 1 CRITICAL LOAD COMBINATIONS: Shear : LC #1 = D only Bending(+): LC #1 = D only Deflection: LC #1 = D only (total) Bearing Support 1 - LC #1 = D only Support 2 - LC #1 = D only D=dead L=live S=snow W=wind All LC's are listed in the Analysis output Load combinations: ICC-IBC CALCULATIONS: V max = 1250, V design = 1033 lbs; M(+) = 2884 lbs-ft EIy = 230.84 lb -in "2/ply Apparent E approximates the effect of shear deflection. "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+): Lu = 1'-4.00" Le = 2'-8.94" RB = 5.0; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 4. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire -retardant treatment - no notches 5. BUILT-UP SCL: Contact manufacturer for connection details when side -loaded or when loads ar(kYt �PV ,/ equally to all plies. \\ 1, 6. SCL: Deflection is calculated using an apparent modulus of elasticity E that incorporates th��t of shear deflection. 4/: * LICENSED :N APPKUVtU by NIP8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws ENGINEER = 51610 ''''1 OFlilt F+�' Jul 16, 2021 41 /i OF' M Jul 16, 2021 42 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 1-1.75x11.25LVLCRIMFU1L1L.wwb WoodWorksO Sizer 2019 (Update 2) LVL n-ply, 2.OE, 295OFb, 1-3/4"x11-1/4", 1-ply Supports: All - Lumber -soft Sill plate, S-P-F No.1/No.2 Total length: 9'-1.19"; Clear span: 8'-10'; Volume = 1.2 cu.ft. Lateral support: top = 16 bottom = 16 (in); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection using Nos 2018: Criterion Analysis Value Desiqn Value Unit Analysis/Design gn Shear fv = 86 Fv' = 256 psi fv Fv' = 0.33 Bending(+) fb = 1056 Fb' = 2633 psi fb/Fb' = 0.40 Live Defl'n negligible Total Defl'n 0.17 = L/633 0.45 L/240 in 0.38 Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 285 0.90 - 1.00 - - - - 1.00 - 1.00 1 Fb'+ 2950 0.90 - 1.00 0.983 1.009 - 1.00 1.00 - - 1 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 1 Eminy' 1.04 million - 1.00 - - - - 1.00 - - 1 CRITICAL LOAD COMBINATIONS: Shear : LC #1 = D only Bending(+): LC #1 = D only Deflection: LC #1 = D only (total) Bearing Support 1 - LC #1 = D only Support 2 - LC #1 = D only D=dead L=live S=snow W=wind All LC's are listed in the Analysis output Load combinations: ICC-IBC CALCULATIONS: V max = 1449, V design = 1124 lbs; M(+) = 3248 lbs-ft EIy = 415.28 lb-in"2 Apparent E approximates the effect of shear deflection. "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+).- Lu = 1'-4.00" Le = 2'-8.94" RB = 11.0 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement_ 2. Please verify that the default deflection limits are appropriate for your application. 3. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire -retardant treatment - no notches 4. BUILT-UP SCL: Contact manufacturer for connection details when side -loaded or when loads are not applied equally to all plies. 5. SCL: Deflection is calculated using an apparent modulus of elasticity E that incorporates the effect of jl�gar deflection. "No � � I APPROVED BY ON P1 8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws mac:• _� �•' LICENSED -.-r ' N = PROFESSIONAL•; - ENGINEER - %(P� 51610 M /i, 19 iF Jul 16, 2021 43 COMPANY WoodWorks® Wisconsin Homes, Inc. 425 W. McMillan St. SOFTWARFFOa WOOO OFSIGN Marshfield, WI 54449 (715) 384-2161 July 14, 2021 14:20 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 2) Loads: PROJECT 15' Wide Mult-Story Ceiling Beam 1 V-10" Max. Span 3.0" SPF Bearing 3-1.75xl 1.25LVLCRIMFULL. Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit 1-ROOF Snow Full Area 42.00(7.501) psf 2-ROOF Dead Full Area 7.00(7.501) psf 3-ROOF Live Full Area 5.00(7.501) psf 4-ROOF Dead Full Area 10.00(7.501) psf 5-FLOOR Live Full Area 40.00(7.501) psf 6-FLOOR Dead Full Area 10.00(7.501) psf 7-WALL Dead Full UDL 40.0 plf 8-CEILING Dead Full Area 10.00(7.501) psf 9-ROOF Wind Full Area -28.33(7.501) psf Self -weight IDead Full UDL 17.0 if Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : ' 12'-0.68" 0' Y 11'-11.84" Unfactored: Dead Live Snow Wind Factored: 2005 2005 Total 2005 2005 Bearing: Capacity Beam 3302 3302 Support 2005 APPROVED BY 2005 Des ratio Beam 0.61 0.61 Support 1.00 8/16/2021 INIA 1.00 Load comb #1 #1 Length 0.84 0.84 Min req' d 0.84** Approval of this document does not authorize or 0 84 Cb 1.00 approve any deviation or deviations from the . requirements of applicable State Laws 1.00 Cb min 1.00 `��►�ii� �� 1.00 Cb support 1.07 ��� J y,o7 FcP sup 425 .•••. .......... ........ .� ...y.. y.,.v.,.v....y arly IvyunvM muul vl 11110 AU1J1JIU Illy III11jIffu6r. �, •,r LICENSED 'N PROFESSIONAL LVL n-ply, 2.OE, 295OFb, 1-3/4"x11-1/4", 3-ply (5-1/4"xl 1 -1/1") ENGINEER . Supports: All - Lumber -soft Sill plate, S-P-F No.1/No.2 �u'51610 Total length: 12'-0.69"; Clear span: l l'-11.0"; Volume = 4.9 cu.ft. Lateral support: top = 16 bottom = 16 (in); Repetitive factor: applied where permitted (refeKte14o' `tj e This section PASSES the design code check. //1 1 1 44 F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 3-1.75x11.25LVLCRIMFULL.wwb WoodWorks® Sizer 2019 (Update 2) Analysis vs. Allowable Stress and Deflection usina NDS 2018: Criterion Analysis Value Desi n Value Unit Analysis/Design Shear fv = 43 Fv' = 256 psi fv Fv' = 0.17 Bending(+) fb = 651 Fb' = 2782 psi fb/Fb' = 0.23 Live Defl'n negligible Total Defl'n 0.19 = L/768 0.60 = L/240 in 0.31 Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 285 0.90 - 1.00 - - - - 1.00 - 1.00 1 Fb'+ 2950 0.90 - 1.00 0.998 1.009 - 1.04 1.00 - - 1 Fop' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 1 Eminy' 1.04 million - 1.00 - - - - 1.00 - - 1 CRITICAL LOAD COMBINATIONS: Shear : LC #1 = D only Bending(+): LC #1 = D only Deflection: LC #1 = D only (total) Bearing Support 1 - LC #1 = D only Support 2 - LC #1 = D only D=dead L=live S=snow W=wind All LC's are listed in the Analysis output Load combinations: ICC-IBC CALCULATIONS: V max = 2005, V design = 1680 lbs; M(+) = 6008 lbs-ft EIy = 415.28 lb-in"2/ply Apparent E approximates the effect of shear deflection. "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+): Lu = l'-4.00" Le = 2'-8.94" RB = 3.7; b = full member width Design Notes: 1. Analysis and design are in accordance with the ]CC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field -assembled multi -ply beams. 4. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 5. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire -retardant treatment - no notches 6. BUILT-UP SCL: Contact manufacturer for connection details when side -loaded or when loads are not applied equally to all plies. 7. SCL: Deflection is calculated using an apparent modulus of elasticity E that incorporates the effect of shear deflection. APPROVED BY 0 00or 8/ l 6/202 I N r I Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws LICENSED :N % PROFESSIONAL ENGINEER 51610 Ofill Jul 16, 2021 45 COMPANY Wood"Works' Wisconsin Homes, Inc. 425 W. McMillan St. SOFTWARE FOR WOOD DESIGN Marshfield, WI 54449 (715) 384-2161 July 14, 2021 14:20 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 2) Loads: PROJECT 15' Wide Multi -Story Floor Marriage Line Basement Beam 8'-5" Max. Span 2-1.75x9.25LVLBASEMEI` Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit 1-ROOF Snow Full Area 42.00(7.50') psf 2-ROOF Dead Full Area 7.00(7.501) psf 3-ROOF Live Full Area 5.00(7.501) psf 4-ROOF Dead Full Area 10.00(7.501) psf 5-FLOOR Dead Full Area 10.00(7.501) psf 6-FLOOR Live Full Area 40.00(7.501) psf 7-FLOOR Dead Full Area 10.00(7.501) psf 8-FLOOR Live Full Area 40.00(7.501) psf 9-CEILING Dead Full Area 10.00(7.501) psf 10-WALL Dead Full UDL 90.0 plf 11-ROOF Wind Full UDL -28.3 plf -Self-weight Dead Full UDL 9.3 pif Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 8'-10.52" - o' 8'-9.76" Unfactored• Dead 1991 1991 Live Snow Wind Factored: Total 1991 1991 Bearing: APVKUVt:U Or Capacity Beam 1991 1991 Des ratio INIA8/16/2021 Beam 1.00 1.00 Load comb #1 #1 Length 0. 76 Approval of this document does not authorize or 0.76 Min req t d 0 .76 approve any deviation or deviations from the Cb 1. 00 requirements of applicable State Laws 0.76 1.00 Cb min 1.00 ����� ii .00 LVL in -ply, 2.OE, 295OFb, 1-3/4"x9-1/4", 2-ply (3-1/2"x9-1/4'1<v,•'LICENSED rN Supports: All - Non -wood - PROFESSIONAL.; Total length: 8'-10.5'; Clear span: 8'-9.0"; Volume = 2.0 cu.ft. - ENGINEER Lateral support: top = 16 bottom = 16 (in); = ' This section PASSES the design code check. � 51610 �A� OF M IIIifill Jul 16, 2021 46 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 2-1.75x9.25LVLBASEMENTFULL.wwb WoodWorks® Sizer 2019 (Update 2) Analysis vs. Allowable Stress and Deflection using NDS 2018: Criterion Analysis Value Desi n Value Unit Analysis/Design Shear fv = 75 Fv' = 256 psi fv Fv' = 0.29 Bending(+) fb = 1055 Fb' = 2743 psi fb/Fb' = 0.38 Live Defl'n negligible Total Defl'n 0.20 = L/530 0.44 = L/240 in 0.45 Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 285 0.90 - 1.00 - - - - 1.00 - 1.00 1 Fb'+ 2950 0.90 - 1.00 0.997 1.036 - 1.00 1.00 - - 1 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 1 Eminy' 1.04 million - 1.00 - - - - 1.00 CRITICAL LOAD COMBINATIONS: Shear : LC #1 = D only Bending(+): LC #1 = D only Deflection: LC #1 = D only (total) Bearing Support 1 - LC #1 = D only Support 2 - LC #1 = D only D=dead L=live S=snow W=wind All LC's are listed in the Analysis output Load combinations: ICC-IBC CALCULATIONS: V max = 1991, V design = 1628 lbs; M(+) = 4387 lbs-ft EIy = 230.84 lb-in"2/ply Apparent E approximates the effect of shear deflection. "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+): Lu = l'-4.00" Le = 2'-8.94" RB = 5.0; b = full member width Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 4. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire -retardant treatment - no notches 5. BUILT-UP SCL: Contact manufacturer for connection details when side -loaded or when loads are not applied equally to all plies. 6. SCL: Deflection is calculated using an apparent modulus of elasticity E that incorporates the effect of shear deflection. APPROVED BY N114 8/16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws Y PROFESSIONAL ENGINEER 51610 , 191Fi M 11 Jul 16, 2021 47 COMPANY PROJECT Woodworks® Wisconsin Homes, Inc. Multi -Story Floor Beam 425 W. McMillan St. Floor Load Only SOFTWARE FOR wool) OFSlGN Marshfield, WI 64449 11'4" Max. Span (715) 384-2161 2-1.75x9.25LVLFLRIMFO.wwb July 14, 2021 14:22 Design Check Calculation Sheet WoodWorks Sizer 2019 (Update 2) Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End 1-FLOOR Dead Full Area 10.00(7.501) psf 2-FLOOR Live Full Area 40.00(7.501) psf Self -weight Dead Full UDL 9.3 pif Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 11'-10.5" Unfactored: Dead Live Factored: 501 501 Total Bearing: 501 `XX%\ ... 501 Capacity �.,•'• .,.p Beam 1312 �!: LICENSED ' (!� 1312 Des ratio _ _ _ PROFESSIONAL Beam 0.38 =_ ENGINEER 038 Load comb #1 _- .#1 Length 0.50* :`P 51610 AT Min req'd 0.50* 'i9�� ` 0,5#1 0.50* Cb 1.00 �i F ///OF M 1.00 Cb min 1 1.00 ��1111 1.00 .a Ja FI IJ Jul 16, 2021 v LVL n-ply, 2.0E, 2950Fb, 1-3/4"x9-1/4", 2-ply (3-1/2"x9-1/4") Supports: All - Non -wood Total length: 1 V-11.0"; Clear span: 1 V-10.0"; Volume = 2.7 cuff Lateral support: top = 16 bottom =16 (in); This section PASSES the design code check. Analysis vs. Allowable Stress and Deflection usina NDS 2(11s - Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 20 Fv' = 256 psi fv Fv' = 0.08 Bending(+) fb = 357 Fb' = 2743 psi fb/Fb' = 0.13 Live Defl'n negligible Total Defl'n 0.12 = < L/999 0.59 = L/240 in 0.21 AFFKL)vtu rsr N17A S/16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws 48 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 2-1.75x9.251LV1LFLRIMF0.wwb WoodWorks® Sizer 2019 (Update 2) Page 2 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 285 0.90 - 1.00 - - - - 1.00 - 1.00 1 Fbf+ 2950 0.90 - 1.00 0.997 1.036 - 1.00 1.00 - - 1 Fcp' 750 - - 1.00 - - - - 1.00 - - - Ef 2.0 million - 1.00 - - - - 1.00 - - 1 Eminy' 1.04 million - 1.00 - - - - 1.00 - - 1 CRITICAL LOAD COMBINATIONS: Shear : LC #1 = D only Bending(+): LC #1 = D only Deflection: LC #1 = D only (total) Bearing Support 1 - LC #1 = D only Support 2 - LC #1 = D only D=dead L=live All LC's are listed in the Analysis output Load combinations: ICC-IBC CALCULATIONS: V max = 501, V design = 434 lbs; M(+) = 1486 lbs-ft EIy = 230.84 lb-in"2/ply Apparent E approximates the effect of shear deflection. "Live" deflection is due to all non -dead loads (live, wind, snow...) Total deflection = 1.5 dead + "live" Lateral stability(+): Lu = 1'-4.00" Le = 21-8.94" RB = 5.0; b = full member width 1 Design Notes: 1. Analysis and design are in accordance with the ICC International Building Code (IBC 2018) and the National Design Specification (NDS 2018), using Allowable Stress Design (ASD). Design values are from the NDS Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top -loaded. Where beams are side -loaded, special fastening details may be required. 4. SCL: Structural composite lumber design has assumed: - dry service conditions - no preservative or fire -retardant treatment - no notches 5. BUILT-UP SCL: Contact manufacturer for connection details when side -loaded or when loads are not applied equally to all plies. 6. SCL: Deflection is calculated using an apparent modulus of elasticity E that incorporates the effect of shear deflection. APPROVED BY 40 8/ 16/2021 Approval of this document does not authorize or approve any deviation or deviations from the requirements of applicable State Laws A. 44k LICENSED PROFESSIONAL ENGINEER = 51610 FI M Jul 16, 2021 49 APPROVED BY: ENGINEERING DEPARTMENT WISCONSIN HOMES. INC. FLOOR/CEILING 2" VENT THRU ROOF }" VENT THRU ROOF NOTE: ALL VENTS THAT INCREASE N SIZE PRIOR TO PENETRATING THE ROOF MUST INCREASE NO CLOSER THAN 17" BELOW THE THERMAL BOUNDARY. NOTE: VENTS ARE ONLY SIZED FOR A MAXIMUM OF A 5• BUILDING DRAIN AND SEWER NCH 9,1620 AOPa•+a w aou.�n� aon m. ,. �ew.a�eas a wow<+a. sw �ws GAP, UP ON SINK N 7/8• HOSE FROM MR GAP Y/V PIPEMEPVC,CH6ILA.E ATMEETS ASTM D2 6#310165MEET5 ASTM D-2564(PJC) PVC FITTINGS —MEETS ASTM D2665 MIN. SLOPE 1/4"-1'-0• — EXPANSION JOINTS REO'D IN RUNS OVER 20'-0• — APPROVED TRAPS MI—C.O. AT BASE OF ALL VERTICAL STACKS AND AT ALL CHANGES IN DIRECTION GREATER THAN 46 ON HORIZONTAL DRAIN LINES PLUMBING PIPES INSTALLED THRU A FRAMING MEMBER MUST BE PROTECTED BY A 1/16• THICK STEEL PLATE IF WITH —IN 1 1/2• OF 71iE EDGE. WASHER STANDPIPE MUST BE INDNgUALLY TRAPPED AND EXTEND A MIN. OF 18• TO A MAX. OF 42" ABOVE TRAP. DRAIN LINES NOT SHOWN ARE INSTATED ON SITE BY OTHERS TO MEET REO'D CODES WISCONSIN HOMES INC. 285946DRMTHOMASVILLE CLING: 108• DEALER: HOPEWELL TRADITION LLC DRAWN BY:D13 °WGN° 16838 425 W. MCMILLAN ST. DESC: DWV BSMT: 9'-4' PITCH: 4/12 CLIST: SPEC SCALE: 25/128• = 1' REVISED: LOCATION: SPRING LAKE PARK. MN D6 W MARSHFIELD WI 54449 aza Thank you for your Payment! -� CITY OF S P Z [ NC C3_"T R < 641kKI!01A City of Spring Park 4349 Warren Avenue SP MN, 55384 Ph:952-442-7520 Transaction ID: 14228 Transaction Number: 1143 $3,575.30 Transaction Type: Payment Recipient: Contractor Date: 11/3/2021 Notes: Method: Check: 1143 Address: 3828 NORTHERN AVE, SP, MN 5538, Reference: Permit Number: SP-2021-00104 Type: Construction Residential for LARVINETTE SERVK Fees (6) Product:_Cuantity: ?-rice: Iota I Amount: —Permit Fee Paid 1.00 $1,982.00 $1,982.00 State Surcharge Paid 1.00 $100.00 $100.00 Plan Review Fee Paid 1.00 $1,288.30 $1,288.30 Res Site Inspection Paid 1.00 $50.00 $50.00 SEC Min $150 Paid 1.00 $150.00 $150.00 License Lookup Paid 1.00 $5.00 $5.00 Total Amount: $3,575.30 Page 1 of 1 Printed on: 11/3/2021 Thank you for your Payment! —�UrYUP _ P I'viNICjPV _rx AAA KP41 W1A City of Spring Park 4349 Warren Avenue SP MN,55384 Ph:952-442-7520 Transaction ID: 14232 Transaction Number: $181.00 Transaction Type: Payment Recipient: Contractor Date: 11/3/2021 Method: Check: 1144 Notes: Address: 3828 NORTHERN AVE, SP, MN 55384 Reference: Permit Number: SP-2021-00111 Type: MECH - General for CENTRAIRE INC Fees Mechanical - New Appliances Paid 4.00 $150.00 State Surcharge Flat Fee - $1.00 Paid 1.00 $1.00 Mechanical - Gas Line W Permit Paid 2.00 $30.00 $150.00 $1.00 $30.00 Total Amount: $181.00 Page 1 of 1 Printed on: 11/3/2021 Thank you for your Payment! - ?CIrYOF Transaction ID:14233 Transaction Number - Transaction Type: Payment Recipient: Contractor Notes: Fees City of Spring Park 4349 Warren Avenue SP MN, 55384 Ph:952-442-7520 $376.00 Date: 11/3/2021 Method: Check: 1144 Address: 3828 NORTHERN AVE, SP, MN 55384 Reference: Permit Number: SP-2021-00112 Type: PLG - General (residential) for CENTRAIRE INC rroduct: Status: Quantity: Price: Total Amount: State Surcharge Flat Fee - $1.00 Paid 1.00 $1.00 $1.00 PLG - New Fixture - $75 Min Paid 5.00 $75.00 $375.00 Total Amount: $376.00 Page 1 of 1 Printed on: 11/3/2021 44: 131, Flif6h S So uth S t J 5kE 5 hl%'' DATE PAY TO THE ORDER OF ,y},� �] 3 O '�/ d/d O < _ ^ Security features ❑Included. DOLLARS 1 S�r-�,i�SJ '���\:S1�W� iL�:l i-�i Details on back. i i �srkeheiol�g:e FOR ii'00 L 10,11M 1:096000 580l: 3000 38 11" NP