HomeMy WebLinkAboutResolution 7654 Variance Accessory Building 755 Tonkawa Rd LAND TYPE Torrens (T)
DOC NUM 6180614
Certified, filed and/or recorded on
Jan 13, 2026 1:34 PM
Office of the Registrar of Titles
Hennepin County, Minnesota
Amber Bougie, Registrar of Titles
Daniel Rogan, County Auditor and Treasurer
Deputy 180 Pkg ID 2867511 E
Document Recording Fee $46.00
Document Total $46.00
Existing Certs
1553309
This cover sheet is now a permanent part of the recorded document.
STATE OF MINNESOTA )
COUNTY OF HENNEPIN ) ss
CITY OF ORONO )
I certify the foregoing is the original resolution adopted by the City Council on December 8, 2025
Officially signed as City Clerk of Orono, Minnesota and the seal of the city.
= Stine Lusi City Clerk
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g0�0 CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
yF NO. 7654
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A RESOLUTION
APPROVING A VARIANCE FROM
MUNICIPAL ZONING CODE
SECTION 6.12.6240
FILE NO. LA25-000048
WHEREAS, on October 22, 2025, Hoxie Homes& Remodeling, LLC. (hereinafter
the"Applicant"), applied for a variance from the City Code for the property addressed 755
Tonkawa Road, Orono and legally described as:
Parcel 1: All that part of Lot 1, Auditor's Subdivision Number 217,
Hennepin County, Minnesota lying Northwesterly of a line drawn parallel with and
150 feet Southeasterly, measured at right angles from the Northwesterly line of
said Lot 1; and
Parcel 2: All that part of Lot 1, Auditor's Subdivision Number 217,
Hennepin County, Minnesota lying Northwesterly of a line parallel with and 200
feet Southeasterly measured at right angles from the Northwesterly line of said
Lot 1 and lying Southeasterly of a line drawn parallel with and 150 feet
Southeasterly measured at right angles from the northwesterly line of said Lot 1;
and
Parcel 3: The Southeasterly 20 feet of Lot 11, Auditor's Subdivision
Number 207, Hennepin County, Minnesota. (hereinafter the "Property");
WHEREAS, the Applicant has made application to the City of Orono for a
variance from Orono Municipal Zoning Code Section 6.12.6240 for a 148-square-foot accessory
building to be constructed 139 feet lakeward of the average lakeshore setback; and
WHEREAS, on November 17, 2025, after published and mailed notice in
accordance with Minnesota Statutes and the City Code, the Planning Commission held a public
hearing, at which time all persons desiring to be heard concerning this application were given
the opportunity to speak thereon; and
WHEREAS, on November 17, 2025, the Planning Commission voted 7 to 0 in
favor of a motion to recommend approval of the variance as recommended by staff; and
WHEREAS, on December 8, 2025, the City Council reviewed the application and
the recommendations of the Planning Commission and City staff; and
y.DAt CITYNO. 7 OF ORONO654
RESOLUTION OF THE CITY COUNCILtilL
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NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono,
Minnesota hereby approves the requested variance as described above based on one or more
of the following findings of fact concerning the Property:
FINDINGS OF FACT:
Al. This application was reviewed as Zoning File LA25-000048. The analysis contained
within staff memos and the exhibits attached to the aforesaid memos, all minutes from
the above-mentioned meetings, and any and all other materials distributed at these
meetings are hereby incorporated by reference.
A2. The Property is located in the LR-1 B, One-Family Lakeshore Residential Zoning District.
A3. The Property is within Tier 1 and hardcover is limited to 25% according to the
Stormwater Quality Overlay District, and the Applicant is proposing 17% hardcover,
where 25% is allowed, with this project.
A4. The Applicant applied for average lakeshore setback variance for the proposed project.
A5. The proposed project is for a detached accessory building that will be used as a sauna.
A6. In considering this application for a variance, the Council has considered the advice and
recommendation of the Planning Commission and the effect of the proposed variances
upon the health, safety and welfare of the community, existing and anticipated traffic
conditions, light and air, danger of fire, risk to the public safety, and the effect on values
of property in the surrounding area.
VARIANCE ANALYSIS:
B1. Variances shall only be permitted when they are in harmony with the general purposes
and intent of the ordinance; the average lakeshore setback is intended to protect lake
views from the principal buildings on the adjacent lakeshore properties. The proposed
building is screened sufficiently by the existing house and tree canopy, where lake views
should not be negatively impacted; and
B2. Variances shall only be permitted when consistent with the comprehensive plan; the
proposed variance to construct an accessory building that supports a residential use in
LR-1 B zoning district is consistent with the plan; and
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�01 T CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
yF NO. 7654
e4kEsxoO"
B3. Variances may be granted when the Applicant for the variance establishes that there are
practical difficulties in complying with the zoning ordinance. 'Practical difficulties,' as used in
connection with the granting of a variance, means that:
a. The property owner in question proposes to use the property in a reasonable
manner, however, the proposed use is not permitted by the official controls; the
proposal for a 148 square foot accessory building within the average lakeshore
setback is reasonable. The location of the average lakeshore setback on the
Property creates a difficulty for the owner as the proposed building will not impact
the lake view on adjacent properties; and
b. The plight of the landowner is due to circumstances unique to his property not
created by the landowner; the average lakeshore setback excludes a significant
amount of the Property from the placement of the proposed building. The proposed
location meets the intent of the regulation and will not impact lake views; and
c. The variance, if granted, will not alter the essential character of the locality; the
character of the locality will not be altered with the granting of a variance. The
average lakeshore setback is to protect lake views, and the proposed building will
not impact lake views.
B4. Economic considerations alone do not constitute practical difficulties; economic
considerations do not impact the finding of practical difficulties with the Property; and
B5. Practical difficulties also include but are not limited to inadequate access to direct sunlight
for solar energy systems. Variances shall be granted for earth-sheltered construction as
defined in Minn. Stat. §216C.06, subd. 2, when in harmony with Orono City Code Chapter
78; this condition is not applicable; and
B6. The board or the council may not permit as a variance any use that is not permitted under
Orono City Code Chapter 78 for property in the zone where the affected person's land is
located; this condition is not applicable; and
B7. The board or council may permit as a variance the temporary use of a one-family dwelling
as a two-family dwelling; this condition is not applicable; and
B8. The special conditions applying to the structure or land in question are peculiar to such
property or immediately adjoining property; both the conditions of the Property and the
application of the average lakeshore are unique. The proposed accessory building,
although it doesn't meet the average lakeshore setback, is meeting the intent of the
regulation; and
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Az.O.A CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
NO. 7654
"lkESHO
B9. The conditions do not apply generally to other land or structures in the district in which the
land is located; the conditions of the Property do not apply generally to other land or
structures within the district. The varying distances between principal buildings and the
lakeshore on the adjacent properties has a substantial impact on the building envelope of
the Property, given the lack of visual impact the proposed building will have on the adjacent
properties; and
B10. The granting of the application is necessary for the preservation and enjoyment of a
substantial property right of the Applicant; the granting of a variance for the proposed
accessory building is necessary for the preservation and enjoyment of the owner's
property rights. The proposed building will not impact lake views, but is impacted by the
setback in place to protect lake views; and
B11. The granting of the proposed variance will not in any way impair health, safety, comfort or
morals, or in any other respect be contrary to the intent of this chapter; the granting of a
variance to construct the proposed building will not impact the health, safety, comfort and
morals of other residents in the area. The variance meets the intent of the average
lakeshore setback where the lake views on adjacent properties will not be impacted; and
B12. The granting of such variance will not merely serve as a convenience to the Applicant, but
is necessary to alleviate demonstrable difficulty; The granting of the requested variance is
reasonable and would alleviate a difficulty placed on the Owner.
CONCLUSIONS, ORDER AND CONDITIONS:
Based upon one or more of the above findings, the Orono City Council hereby grants a
variance from Orono Municipal Zoning Code Section 6.12.6240 for a 148-square-foot accessory
building to be constructed 139 feet lakeward of the average lakeshore setback, subject to the
following conditions:
1. Council approval is based on the entire record, above Findings.
2. The approved project shall conform to the building plans and survey submitted by the
Applicant, attached to this Resolution as Exhibits A and B.
3. Any amendments to the plans which are not in conformity with City codes may require
further Planning Commission and City Council review.
4. Authorities granted by this resolution run with the Property not with the owners, but are
permissive only and must be exercised by obtaining a permit for the sauna building and
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�t0�0 CITY OF ORONO
RESOLUTION OF THE CITY COUNCIL
yF NO. 7654
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commencing construction of said project. A framing inspection must be completed
within one year of the date of Council approval, or the variance will expire on that date
(December 8, 2026).
5. Violation of or non-compliance with any of the terms and conditions of this resolution
may result in the termination of any authority granted herein.
ADOPTED by the Orono City Council on this 8th day of December, 2025.
ATTEST: CITY OF ORONO:
1--?---C-7---
Chri Lusia Ci Clerk Bob Tunheim, Mayor
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REHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016STRUCTURALNOTESEB, AMSTRUCTURAL NOTESUNLESS NOTED OTHERWISE ON THE PLANS AND/OR IN THE DETAILS, THESE NOTES SHALL APPLY. IF THERE AREDISCREPANCIES BETWEEN THE PLANS, DETAILS, SPECIFICATIONS, AND THESE NOTES, THE CONTRACTOR SHALLCONFORM TO THE MORE STRINGENT REQUIREMENTS, UNLESS CLARIFIED WITH THE STRUCTURAL ENGINEER OF RECORD(SER) PRIOR TO WORK.MATERIAL STRENGTHS·STRUCTURAL STEEL FASTENERSANCHOR RODS - ASTM F1554, GR. 36, FY = 36 KSITHREADED RODS - ASTM A36, FY = 36 KSI·REINFORCING STEELDEFORMED BARS - ASTM A615, GR. 60, FY = 60 KSI·CONCRETEF 'C = COMPRESSIVE STRENGTH IN 28 DAYS 4,000 PSI UNLESS NOTED OTHERWISE 5,000 PSI FOR FOOTINGS·STRUCTURAL LUMBERALL DIMENSIONAL LUMBER - #2 SPRUCE PINE FIR (SPF) OR EQUALLAMINATED VENEER LUMBER (LVL)E = 2,000,000 PSIFB = 2600 PSILAMINATED STRAND LUMBER (LSL)E = 1,300,000 PSIFB = 1,700 PSIPARALLEL STRAND LUMBER (PSL)E = 2,000,000 PSIFB = 2900 PSITREATED LUMBER - #2 SOUTHERN PINE OR EQUALDESIGN LOADS·ROOFDEAD LOAD17 PSF (7 PSF TOP CHORD + 10 PSF BOTTOM CHORD)SNOW LOADROOF SNOW LOAD = 35 PSF·WINDULTIMATE DESIGN WIND SPEED 115 MPH3 SECOND GUST.EXPOSURE C, I = 1.0RISK CATEGORY IIWIND SHEAR WALLS HAVE BEEN DESIGNED USING IRC R301.1.3.EXISTING CONDITIONS·CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND DETAILS OF EXISTING STRUCTURE WHERE THEYAFFECT THIS CONSTRUCTION PRIOR TO FABRICATION.·CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID ADDING LOAD OR STRESS TO ANY ADJACENT STRUCTURESDURING CONSTRUCTION.TEMPORARY BRACING·ALL STRUCTURAL MEMBERS ARE DESIGNED FOR IN-PLACE LOADS AND FULLY CURED MATERIALS. CONTRACTOR ISRESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL STRUCTURAL ELEMENTS AS REQUIRED AT ALL STAGESOF CONSTRUCTION UNTIL COMPLETION OF THIS PROJECT.·PROVIDE TEMPORARY LATERAL SUPPORT FOR ALL WALLS UNTIL WALLS ARE ADEQUATELY BRACED BY PERMANENTSTRUCTURE.·PROVIDE REQUIRED TEMPORARY BRACING FOR ALL FRAMING UNTIL PERMANENT BRACING, FLOOR AND WALLS AREIN PLACE.·SHORE FOUNDATION WALLS RETAINING EARTH UNTIL FLOOR FRAMING AND BASEMENT SLAB ARE IN PLACE. USECAUTION WHEN OPERATING EQUIPMENT ADJACENT TO FOUNDATION WALLS.GENERAL SOIL NOTES·THE STRUCTURE HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD-BEARING VALUE OF 2000 PSF IN ACCORDANCEWITH TABLE R401.4.1 OF THE 2018 IRC ON VIRGIN SOIL OR COMPACTED GRANULAR FILL FOR FOOTINGS.·PRESUMPTIVE SOIL BEARING VALUE TO BE VERIFIED BY A GEOTECHNICAL ENGINEER WHERE REQUIRED BY THEBUILDING OFFICIAL PER R401.4. WE RECOMMEND THE OWNER ENGAGES A GEOTECHNICAL ENGINEER TO VERIFY SOILBEARING VALUES.·ANY DISCREPANCIES IN THE ASSUMED ALLOWABLE SOIL BEARING PRESSURE SHALL BE REPORTED IMMEDIATELY.·THE EXISTING FOOTINGS HAVE BEEN ASSUMED TO BE TYPICAL SPREAD FOOTINGS ON GOOD SOILS THAT AREASSUMED TO BE PERFORMING ADEQUATELY.·REMOVE ALL TOP SOIL, UNCOMPACTED FILL, OR OTHER POOR SOIL FROM THE CONSTRUCTION AREA.·SLOPE THE SITE TO DRAIN AWAY FROM THE BUILDING.·INSTALL GUTTERS AND DOWNSPOUTS WITH LONG EXTENSIONS RECOMMENDED.·INSTALL DRAIN TILE RECOMMENDED.·BACKFILL WITH GRANULAR SOILS RECOMMENDED.FOOTINGS/FOUNDATIONS·ALL FOOTINGS ARE TO BE FORMED. ALL STUMPS, ROOTS AND DEBRIS MUST BE REMOVED FROM THE SOIL TO ADEPTH OF AT LEAST 12" BELOW THE SURFACE OF THE GROUND IN THE AREA OCCUPIED BY THE BUILDING. FOOTINGSSHALL BE PLACED ON VIRGIN SOIL OR COMPACTED GRANULAR FILL.·WALL FOOTINGS ARE CAST-IN-PLACE CONCRETE WITH CONTINUOUS REINFORCING PLACED 3" CLEAR OF BOTTOMAND 2" CLEAR AT TOP AND SIDES.·WALL FOOTINGS ARE CENTERED UNDER WALLS AND COLUMN FOOTINGS UNDER COLUMNS.·WALL FOOTINGS SHALL BE A MINIMUM OF 8" THICK WITH A 4" PROJECTION EACH SIDE OF WALL. REINFORCE WITH 2 -#4 CONTINUOUS BOTTOM BARS.·PROVIDE 30 BAR DIAMETER LAP AT SPLICES AND FULL CROSSING LAP AT CORNERS AND INTERSECTIONS. TIE ALLREINFORCING IN PLACE. SET FOOTING REINFORCING ON CHAIRS OR MASONRY BRICK TO OBTAIN 3" CLEARANCEFROM BOTTOM OF FOOTING.·MAINTAIN MINIMUM FROST DEPTH OF 48" FOR ALL EXTERIOR FOOTINGS.·FOOTING ELEVATIONS, IF SHOWN ON THE PLAN, INDICATE TOP OF FOOTING.·TOP OF FOOTING SHALL BE PLACED 8" BELOW THE TOP OF SLABS ON GRADE, OR PLACED TO MAINTAIN FROSTDEPTH, WHICHEVER IS DEEPER.·STEP FOOTINGS IN A UNIFORM MANNER USING A 2:1 HORIZONTAL TO VERTICAL SLOPE.·CAST DOWELS IN FOOTING FOR FOUNDATION WALLS ABOVE. DOWELS SHALL BE THE SAME QUANTITY, SIZE, ANDSPACING AS THE VERTICAL WALL REINFORCING. DOWELS SHALL BE 30" LONG AND EXTEND TO 3" CLEAR OF BOTTOMOF FOOTING.·CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING HOT WEATHER CONCRETE REQUIREMENTS PER ACI 305AND COLD WEATHER CONCRETE REQUIREMENTS PER ACI 306.·SHORE ALL FOUNDATION WALLS APPROPRIATELY BEFORE BACKFILLING AND COMPACTING.·FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT FINISHED GRADE.·THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND TANKS PRIOR TOBEGINNING EXCAVATION.·THE CONTRACTOR SHALL FOLLOW IRC FIGURE R403.1.7.1 FOR FOUNDATION CLEARANCES TO SLOPES UNLESSINDICATED OTHERWISE BY THE SOILS ENGINEER.CONCRETE·PROVIDE READY-MIXED CONCRETE PER ASTM C94. PORTLAND CEMENT SHALL BE ASTM C150, TYPE I. USE ONLY ONEBRAND OF CEMENT THROUGHOUT THE WORK. PROVIDE CONCRETE AGGREGATES MEETING THE REQUIREMENTS OFASTM C33.·MAXIMUM AGGREGATE SIZE SHALL BE 3/4" FOR GRADE BEAMS AND SLABS. WATER SHALL BE CLEAN, FREE OFDELETERIOUS AMOUNTS OF ACIDS, ALKALIS, OR ORGANIC MATERIALS, AND SHALL BE CONSIDERED POTABLE.PROVIDE ADMIXTURES TO REDUCE WATER CONTENT, PROVIDE AIR-ENTRAINMENT, OR ALTER THE QUALITY OF THECONCRETE TO MEET THE JOB CONDITIONS.·PLACE REINFORCING 2" CLEAR TO OUTSIDE FACE AND 1 1/2" CLEAR TO INSIDE FACE OF CONCRETE WALL.·PROVIDE #4 X 4'-0" LONG (EQUAL LEGS) HORIZONTAL REINFORCING CORNER BARS AT 18" O.C. AT OUTSIDE CORNEROF WALL AND 2 - #4 VERTICAL SUPPORT BARS.·ALL WALL OPENINGS LARGER THAN 12" SHALL HAVE 2 - #5 AT ALL SIDES EXTENDING 2'-0" BEYOND EACH EDGE OFOPENING WITH 2 - #5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF OPENING.·WALL REINFORCING SHALL BE CONTINUOUS THROUGH COLUMNS AND PILASTERS.·PROVIDE FULL DEVELOPMENT AND SPLICE LENGTHS PER CONCRETE REINFORCING STEEL INSTITUTE (CRSI) OR ACI318 REQUIREMENTS.·ALL CONCRETE EXPOSED TO WEATHER, FREEZE-THAW CONDITIONS OR DE-ICING CHEMICALS SHALL CONTAIN 5% -7% ENTRAINED AIR.·DESIGN INTENT IS FOR ALL CONCRETE TO BE FULLY CURED PRIOR TO BACKFILLING AND INSTALLING STRUCTURE.·SLUMP SHALL BE DETERMINED BY ASTM C143 AS FOLLOWS: FOOTINGS 3" - 4" WALLS, COLUMNS 3" - 5" SLABS ON GRADE 3" - 4" STRUCTURAL SLABS, BEAMS 3" - 4"·CONCRETE SHALL NOT BE LAID WHEN THE TEMPERATURE OF THE OUTSIDE AIR IS BELOW 40 DEGREES FAHRENHEIT,UNLESS APPROVED METHODS ARE USED DURING CONSTRUCTION TO PREVENT DAMAGE TO THE CONCRETE. ALLMATERIALS USED AND SURFACES BUILT UPON SHALL BE FREE OF SNOW AND ICE.·WOOD BEAMS POCKETED INTO CONCRETE SHALL BE PROVIDED WITH A 1/2" AIR SPACE ON TOP, END, AND SIDESUNLESS TREATED WOOD OR STEEL PLATES ARE USED.·CONCRETE SHALL NOT BEAR PERMANENTLY ON WOOD MEMBERS.SLABS ON GRADE·ALL SLABS ON GRADE SHALL BE REINFORCED PER PLAN NOTES.·SLABS ON GRADE ADJACENT TO FOUNDATION WALLS RETAINING EARTH SHALL BE A MINIMUM OF 3 1/2" THICK.·CONSTRUCTION AND/OR CONTROL JOINTS SHALL OCCUR AT A MAXIMUM OF 8'-0" O.C. AT EXTERIOR SLABS ON GRADE,AND AT A MAXIMUM OF 10'-0" O.C. AT INTERIOR SLABS ON GRADE.·CONSTRUCTION AND/OR CONTROL JOINTS SHALL BE LAID OUT IN A RECTANGULAR PATTERN WITH LONG TO SHORTSIDE RATIO LESS THAN OR EQUAL TO 1.5 AND WITH NO RE-ENTRANT CORNERS.·CONTROL JOINTS FOR SLABS ON GRADE SHALL BE SAW CUT AS SOON AS CONCRETE CAN ACCEPT IT WITHOUTRAVELING·DO NOT CUT STRUCTURAL SLABS OR TOPPING SLABS UNLESS AUTHORIZED BY THE STRUCTURAL ENGINEER.·ALL CONTROL/CONSTRUCTION JOINTS SHALL BE CONTINUOUS AND NOT STAGGERED OR OFFSET.·CONTROL JOINTS SHALL BE CLEANED AND SEALED FOR CURING PURPOSES AS SOON AS POSSIBLE.·VERIFY FLOOR FINISHES AND CONTROL/CONSTRUCTION JOINT LOCATIONS WITH OWNER AND ARCHITECT.DIMENSION LUMBER·DESIGN ASSUMES LUMBER IS FREE OF SIGNIFICANT SPLITS AND CHECKS, AND CONTRACTOR WILL VISUALLY INSPECTDURING INSTALLATION.·SILLS AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 8" OF FINISHED GRADESHALL BE PRESERVATIVE TREATED WOOD. IN CRAWLSPACES OR UNEXCAVATED AREAS WITHIN THE BUILDINGFOUNDATION, WOOD SHALL BE PRESERVATIVE TREATED FOR JOISTS WITHIN 18" OF EXPOSED GROUND AND/ORGIRDERS WITHIN 12" OF EXPOSED GROUND.·PRESERVATIVE TREATED WOOD SHALL BE IN ACCORDANCE WITH THE AMERICAN WOOD PROTECTION ASSOCIATION,STANDARD U1.·TREAT ALL CUT ENDS OF TREATED MATERIAL.·ALL LUMBER IS TO BE GRADE STAMPED, WHICH IS TO CONTAIN GRADING AGENCY, MILL NUMBER OR NAME, GRADE OFLUMBER, SPECIES OR SPECIES GROUPING OR COMBINATION DESIGNATION, RULES UNDER WHICH GRADED, WHEREAPPLICABLE, AND CONDITION OF SEASONING AT TIME OF MANUFACTURE.·ALL LUMBER SHALL BE SEASONED TO A MOISTURE CONTENT OF 19% OR LESS, WITH THE INDICATION OF "S-DRY" ONTHE GRADE STAMP.·ALL LUMBER SHALL BE PROTECTED FROM THE ELEMENTS.·SILL PLATES TO BE BOLTED TO FOUNDATION WALL WITH 1/2" DIAMETER GALV ANCHOR BOLTS AT 4'-0" O.C. MAXIMUM.BOLTS TO EXTEND 9" MINIMUM INTO SOLIDLY GROUTED FOUNDATION WALL. EACH SILL PLATE TO HAVE A MINIMUMOF 2 BOLTS WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 1/2 INCHES FROM EACH END OFTHE PLATE SECTION. USE 1/8"X2"X2” GALV WASHERS, SLIGHTLY CRUSHING PLATE.·MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1) OF THE 2018 IRC UNLESS NOTED OTHERWISE.·ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE.·EXTERIOR WALLS SHALL BE 2 X 6 STUDS @ 16" O.C. UNLESS NOTED OTHERWISE.·INTERIOR NON-LOAD-BEARING WALLS SHALL BE 2 X 4 STUDS @ 16" O.C. UNLESS NOTED.·TYPICAL OPENINGS TO HAVE A MINIMUM OF 2 BEARING (TRIMMER OR JACK) STUDS AND 1 FULL-HEIGHT KING STUD.·HEADERS NOT NOTED TO BE 2 - 2 X 6 UP TO 4'-0" SPAN AND 2 - 2 X 8 FROM 4'-0" TO 6'-0" SPAN.·WOOD HEADERS SHALL HAVE A MINIMUM 3" LENGTH OF BEARING AT EACH END OR BEAR THE ENTIRE LENGTH OF THEBEARING STUDS.·BEAMS SHALL BEAR ON A MINIMUM OF 3" ALONG THEIR LENGTH AND FULLY ALONG THEIR WIDTH AND HAVE AMINIMUM OF 2 TYPICAL WALL STUDS SUPPORTING THEM.·JOISTS SHALL BEAR THE FULL WIDTH OF SUPPORTING MEMBERS (STUD WALL, BEAMS, ETC.).·PROVIDE SOLID VERTICAL BLOCKING AT ALL JOIST SPACES BELOW WOOD COLUMNS. PROVIDE MATCHING COLUMNSTO FOUNDATION AT LOWER LEVELS BELOW COLUMNS COMPRISED OF 3 OR MORE STUDS.·ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH PREFABRICATED JOISTHANGERS.·1 ½” NAILS SHALL NOT BE USED AT JOIST HANGERS UNLESS SPECIFIED FOR THE SPECIFIC JOIST HANGER BY THEMANUFACTURER.·1 ½” NAILS SHALL NOT BE USED FOR BEAM AND GIRDER HANGERS.·SEE HANGER MANUFACTURER CATALOG FOR REQUIRED NAILS OR SCREWS FOR 100% ALLOWABLE LOADING.·BEAMS OR HEADERS MADE OF 2X'S SHALL BE NAILED TOGETHER WITH 2 - ROWS 16D NAILS (.162" X 3 ½") AT 12" O.C.ALONG EACH EDGE, TYPICAL FOR EACH LUMBER PLY.·NAIL BUILT UP POSTS MADE OF 2X STUD MATERIAL WITH 2 - ROWS 16D NAILS 12” OC EACH PLY, UP TO 3-PLIES.SCREW BUILT UP POSTS MADE OF 2X STUD MATERIAL WITH ¼”X6” SDS SCREWS 8” OC STAGGERED FOR 4-PLIES.·ATTACH 2-PLY LVL BEAMS WITH 2-ROWS OF ¼”X3 ½” SDS SCREWS 16” OC UNLESS NOTED.·ATTACH 3-PLY LVL BEAMS WITH 2-ROWS OF ¼”X3 ½” SDS SCREWS 16” OC BOTH FACES UNLESS NOTED.·ATTACH 4-PLY LVL BEAMS WITH 2-ROWS OF ¼”X6” SDS SCREWS 16” OC BOTH FACES UNLESS NOTED.·SPACING OF BRIDGING FOR JOISTS SHALL NOT EXCEED 8'-0".·DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS OR SINGLE FLOOR TRUSS.·ALL PLYWOOD AND OSB SHALL BE INSTALLED PER AMERICAN PLYWOOD ASSOCIATION STANDARDS, INCLUDING THEUSE OF CONSTRUCTION ADHESIVE FOR FASTENING TO FLOOR JOISTS.·ALL FASTENERS AND HANGERS IN CONTACT WITH TREATED LUMBER SHALL BE G185 HOT DIPPED GALVANIZED OREQUAL.·LUMBER GRADING RULES AND WOOD SPECIES SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 20-99 ASPUBLISHED BY THE DEPARTMENT OF COMMERCE. GRADING RULES SHALL BE BY AN AGENCY CERTIFIED BY THEBOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE.·PERFORMANCE REQUIREMENTS, ADHESIVE BOND PERFORMANCE, PANEL CONSTRUCTION AND WORKMANSHIP,DIMENSIONS AND TOLERANCES, MARKING, AND MOISTURE CONTENT OF WOOD-BASED STRUCTURAL-USE PANELSSHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 2-92, AS PUBLISHED BY THE DEPARTMENT OF COMMERCE.·PLACE SHEETROCK CONTROL JOINTS MAX 30FT APART PER THE WALL AND CEILING BUREAU TECHNICAL BULLETIN.·DO NOT DRILL OR NOTCH PLUMBING HOLES NEAR KNOTS IN ANY FRAMING.WOOD TRUSSES·RESPONSIBILITIES OF THE CONTRACTOR, BUILDING DESIGNER, TRUSS MANUFACTURER, AND TRUSS DESIGNERSHALL FOLLOW THE PUBLICATION "TPI 1-2022 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOODTRUSS CONSTRUCTION."·TRUSS SUPPLIER SHALL NOTIFY SER OF ANY PROPOSED REVISIONS TO THE LAYOUT INDICATED ON THIS PLAN.REVISIONS THAT AFFECT THE STRUCTURAL DESIGN WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BYTHE SER.·VERIFY ALLOWABLE BEARING LOCATIONS FOR GIRDER TRUSSES WITH SER PRIOR TO FINAL DESIGN STAGE. PROVIDEMETAL BEARING ENHANCERS AS NECESSARY TO UTILIZE STUD COLUMNS SHOWN ON PLAN.·ALL PREFABRICATED WOOD TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED USING THEDESIGN LOADS AND SPAN CONDITIONS INDICATED, INCLUDING DESIGNING GABLE END TRUSS WEBS FORPERPENDICULAR TO FACE WIND LOADS.·TRUSS MANUFACTURER SHALL PROVIDE A TRUSS LAYOUT AND TRUSS DRAWINGS PRIOR TO BEGINNINGCONSTRUCTION.·TRUSSES SHALL BE DESIGNED FOR TOP AND BOTTOM CHORD SUPERIMPOSED DEAD AND LIVE LOADS AS INDICATEDABOVE.·TRUSS SUPPLIER SHALL DESIGN TRUSSES TO SUPPORT ADDITIONAL DEAD LOAD FROM, BUT NOT LIMITED TO,SPRINKLER LINES, RAIN LEADER SYSTEMS, PIPING, CABLE TRAYS, DUCTWORK, KITCHEN ISLANDS, ETC., AS PER IBC.COORDINATE WITH ARCHITECTURAL/MECHANICAL/ELECTRICAL AS REQUIRED. GENERAL CONTRACTOR TO VERIFYLOCATION AND MAGNITUDE OF ALL SUCH LOADS WITH TRUSS SUPPLIER AND SER PRIOR TO FABRICATION OFTRUSSES.·SEE ARCHITECTURAL PLANS FOR ATTIC DRAFT STOP LOCATIONS AND DESIGN ROOF TRUSSES ACCORDINGLY.·LIVE LOAD DEFLECTION OF ROOF TRUSSES SHALL BE LIMITED TO 1/360 OF THE SPAN.·PROVIDE L/600 DEFLECTION LIMITS FOR ALL INDIVIDUAL BOTTOM CHORD MEMBERS BETWEEN PANEL POINTS.·DESIGN TRUSSES FOR TOP CHORD BEARING OR BOTTOM CHORD BEARING AS SHOWN ON DRAWINGS.·TRUSS CONFIGURATION, PITCH, OVERHANG, ETC. SHALL BE INDICATED ON THE ARCHITECTURAL DRAWINGS.·SPACING OF ROOF TRUSSES SHALL NOT EXCEED 24" O.C.·LUMBER FOR WOOD TRUSSES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.·TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES, HIP JACKS, AND STEP-DOWN TRUSSES AS REQUIRED ANDDESIGNED TO SUPPORT ALL SUPERIMPOSED LOADS. PROVIDE HIP-SETS, DORMERS, AND PIGGY-BACK TRUSSES ASREQUIRED.·TRUSS MANUFACTURER TO SPECIFY IF ROOF SHEATHING NEEDS TO BE APPLIED BEFORE PLACING "OVER-FRAMING".·PROVIDE METAL FRAMING ANCHORS AT TRUSS BEARING TO MECHANICALLY FASTEN TRUSS TO BEARING WALL ORSUPPORTING MEMBER AS SHOWN IN DETAILS.·TRUSS MANUFACTURER SHALL PROVIDE TRUSS TO TRUSS CONNECTION HANGERS.·BRIDGING, AND BRACING OF TRUSS COMPRESSION AND TENSION MEMBERS, SHALL BE INSTALLED IN ACCORDANCEWITH THE TRUSS MANUFACTURER'S DESIGN AND DIRECTIONS.·NO CUTTING, NOTCHING, OR MODIFICATIONS OF TRUSSES WILL BE ALLOWED WITHOUT THE MANUFACTURER'SWRITTEN APPROVAL.·CONTRACTOR SHALL PROVIDE PERMANENT AND TEMPORARY DIAGONAL, LATERAL, AND CROSS BRACING INACCORDANCE WITH THE PUBLICATION "BCSI 2025 BUILDING COMPONENT SAFETY INFORMATION, GUIDE TO GOODPRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSSPLATE INSTITUTE AND WOOD TRUSS COUNCIL OF AMERICA AND AS OTHERWISE NECESSARY. FOR SPANS LONGERTHAN 60FT., CONTRACTOR SHALL HIRE A STRUCTURAL ENGINEER TO DESIGN THE NECESSARY BRACING.·PERMANENT BOTTOM CHORD BRACING AND WEB BRACING SHALL BE LOCATED AS SHOWN ON THE TRUSS DRAWINGSAND SHALL BE MINIMUM 2 X 4 WITH 2 - 16D NAILS TO END WALLS AND TRUSSES, LAPPING TWO TRUSS SPACES ATSPLICES.WALL SHEATHING·WALL SHEATHING SHALL BE MINIMUM 15/32" THICK APA RATED PANELS, RATED FOR SPACING OF SUPPORTINGMEMBERS. A MINIMUM 32/16 SPAN RATING IS RECOMMENDED. BLOCK ALL JOINTS.·PROVIDE EXTERIOR OR EXPOSURE 1 GRADE. PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, ANDLONG DIMENSION OF PANEL SHALL BE EITHER PERPENDICULAR OR PARALLEL TO SUPPORTS. FASTEN WALLSHEATHING WITH 8D NAILS SPACED AT 4" O.C. AT SUPPORTED EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.LEAVE AN 1/8" GAP AT ALL END AND EDGE JOINTS TO ALLOW FOR EXPANSION. STAGGER END JOINTS OF PANELS.REFER TO PLAN AND NOTES FOR ANY SPECIAL SHEAR WALL NAILING AND BOLTING CONDITIONS. GYPSUMSHEATHING TO BE A MINIMUM OF 1/2" THICK FASTENED WITH 6D COOLER OR WALLBOARD NAILS AT 7" O.C. TO ALLFRAMING MEMBERS UNLESS NOTED OTHERWISE.·NAIL “ZIPS” PER MANUFACTURER'S INSTALLATION WITH 0.131” SHANK NAILS WITH 1 ½” FRAMING PENETRATION INTOFRAMING A MAXIMUM 4” OC.ROOF SHEATHING·ROOF SHEATHING SHALL BE MINIMUM 15/32" THICK APA RATED PANELS, RATED FOR SPACING OF SUPPORTINGMEMBERS. A MINIMUM OF 32/16 SPAN RATING IS RECOMMENDED. PROVIDE PANEL CLIPS, ONE BETWEEN EACHSUPPORT, FOR SUPPORTS SPACED GREATER THAN 16" O.C.·PROVIDE EXTERIOR OR EXPOSURE 1 GRADE. PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, ANDLONG DIMENSION OF PANEL SHALL BE PERPENDICULAR TO SUPPORTS. FASTEN ROOF SHEATHING WITH 8D NAILSSPACED AT 4" O.C. AT SUPPORTED EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS. LEAVE AN 1/8" GAP AT ALL ENDAND EDGE JOINTS TO ALLOW FOR EXPANSION. DESIGN OF ROOF SHEATHING ASSUMES THAT THE ROOF WILL BEPROPERLY INSULATED AND VENTILATED. REFER TO APA PUBLICATION N335N "PROPER INSTALLATION OF APA RATEDSHEATHING FOR ROOF APPLICATIONS."LVL WOOD MEMBERS·LVL MEMBERS NOTED ON DRAWINGS ARE ENGINEERED LAMINATED VENEER LUMBER AS MANUFACTURED BY THEWEYERHAEUSER COMPANY. ALTERNATE AT CONTRACTOR'S OPTION OF EQUAL DESIGN PROPERTIES.·SIZES SHOWN ON PLAN ARE ACTUAL SIZE.PSL WOOD MEMBERS·PSL MEMBERS NOTED ON DRAWINGS ARE ENGINEERED PARALLEL STRAND LUMBER AS MANUFACTURED BY THEWEYERHAEUSER COMPANY. ALTERNATE AT CONTRACTOR'S OPTION OF EQUAL DESIGN PROPERTIES.·SIZES SHOWN ON PLAN ARE ACTUAL SIZE.LSL WOOD MEMBERS·LSL MEMBERS NOTED ON DRAWINGS ARE ENGINEERED LAMINATED STRAND LUMBER AS MANUFACTURED BY THEWEYERHAEUSER COMPANY. ALTERNATE AT CONTRACTOR'S OPTION OF EQUAL DESIGN PROPERTIES.·SIZES SHOWN ON PLAN ARE ACTUAL SIZE.ADHESIVE/EXPANSION ANCHORS·ADHESIVE AND EXPANSION ANCHORS SHALL BE PROVIDED AND INSTALLED IN STRICT ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS. ADHESIVE ANCHORING SYSTEM TO BE SIMPSON AT-G3 ADHESIVE. CONCRETESCREWS SHALL BE SIMPSON TITEN. ALTERNATE ANCHORING SYSTEM MAY BE SUBMITTED FOR APPROVAL. "FASTSET EPOXY" IS NOT PERMITTED. REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
GENERAL NOTE:FULL SIZE SET: 24" X 36". SCALE AS NOTED.HALF SIZE SET: 11" X 17". SCALE IS 1/2 OF NOTED.NELSON SAUNA755 Tonkawa RoadOrono, MN 55356DRAWING INDEXOwner:Andrea NelsonContacts:Architect:Rehkamp Larson ArchitectsInc.2732 West 43rd StreetMinneapolis, MN 55410612.285.7275Contacts:Jean Rehkamp Larson, AIAjean@rehkamplarson.comAnders Matney, AIAanders@rehkamplarson.comCONTACTSA00 COVER---- EXIST. SURVEYA01 SITE DIAGRAMA02 SAUNA SITE DIAGRAMA11 SAUNA FLOOR PLANA12 SAUNA ROOF PLANA20 EXTERIOR ELEVATIONSA21 EXTERIOR ELEVATIONSA30 BUILDING SECTIONE11 RCP/ELECTRICAL DIAGRAMSARCHITECTURAL SHEETSBuilder:Hoxie Homes & Remodeling364 Industrial BoulevardWaconia, MN 55387952-217-6825Contacts:Jeff Hoxiejeff@hoxiehomes.com12345 PS00 STRUCTURAL NOTESS10 FOOTING & FOUNDATION DIAGRAMS11 ROOF FRAMING DIAGRAMS50 STRUCTURAL DETAILSSTRUCTURAL SHEETSREHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016COVERJRL, CP
~37'-0"PARALLEL FROMHOUSE CORNEROVERHANG INTOSETBACK (2' MAX,VERIFY PROXIMITY TOTREES)957.2 ~12'-0"EDGE OF SAUNATO TREE (VFY)SAUNAEXIST. HOME75'-0" SETBACK10'-0" SIDEYARD SETBACKSAUNASITE DIAGRAMJRL, CP, AM1SITE DIAGRAM - SAUNA1/16" = 1'-0" 24x36 1/32" ON 11x17 = 1'-0" REHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016
~37'-0"PARALLEL FROMHOUSE CORNEROVERHANG INTOSETBACK (2' MAX,VERIFY PROXIMITY TOTREES)95
7
.
2
~12'-0"EDGE OF SAUNATO TREE (VFY)SAUNA
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.
H
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E75'-0" SETBACKSAUNASITE DIAGRAMJRL, CP, AM1SITE DIAGRAM - SAUNA1/4" = 1'-0" 24x36 1/8" ON 11x17 = 1'-0" REHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016
1SAUNA FLOOR PLAN 1/2" = 1'-0" on 24x36 1/4" = 1'-0" on 11x17BENCH24
FINISHED SQFT = 14818'-0"9'-6"1'-0"2'-7"120°
32 24245'-0"3'-112"3'-0"
STONE BENCH
8'-1"
1'-0"3'-0"5"2'-7"3'-7"5"1'-1"1'-2"1'-1"3'-6"2'-11"
~8'-23
4"
3'-6"
2- 2x4
2x4
2x33'-6"STONE BENCHWALL TILE, TBD1-1/2" CEDAR (WHITE?)PARTITIONSELECT. TOE-KICK HEATER UNDERBENCH, 10" x 20-1/2" x 3-1/2"INTEGRAL 'RED' CONCRETE SLAB w/TRIANGULAR CONTROL JOINTS, SEE S10 CEDAR SLATFLOOR OVERPT SLEEPERSELECT. ON-DEMAND WATER HEATER FOR SINK& SHOWER BELOW SAUNA BENCH, PROVIDEACCESS PANEL, VFY UNIT SIZECEDAR (WHITE?) SLAT BENCHESw/ LED STRIP LIGHTS UNDER NOSECEDAR (WHITE?) SHIPLAP PANELINGTHROUGHOUT WALLS & CEILINGELECT. SAUNA HEATER, VFYUNIT SIZE & REQUIREMENTS112"5'-1"1A302A3030REHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016SAUNAFLOOR PLANJRL, CP, AM
4'-9"4'-9"1SAUNA ROOF PLAN 1/2" = 1'-0" on 24x36 1/4" = 1'-0" on 11x172'-3"4'-9"5:125:121A302A305:125:12REHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016SAUNAROOF PLANJRL, CP, AM
617981SOUTHEAST ELEVATION1/2" = 1'-0" on 24x36 1/4" = 1'-0" on 11x17UCA 30xx210345T.O. MAIN PL. TYPICALEL. 108'-1 1/8"T.O. SAUNA FLOOREL. 100'-0"2NORTHEAST ELEVATION1/2" = 1'-0" on 24x36 1/4" = 1'-0" on 11x17T.O. MAIN PL. TYPICALEL. 108'-1 1/8"T.O. SAUNA FLOOREL. 100'-0"KEYED NOTESROOF:WOOD SHAKESWALLS:T&G SIDING FOR PAINT,MITER CORNERS,CUSTOM MILL TO TIMEOUTWINDOWS & DOOR:SITE BUILT w/INSULATED GLASS,MATCH EXIST.MARVIN ULTIMATECASEMENT, CUSTOMSIZE TO TIMEOUTMARVIN WOODULTIMATE FRENCHDOOREXTERIOR MILLWORK:BUILT-UP WOOD FASCIA,MATCH EXIST.T&G SOFFIT,MATCH EXIST.PROFILEDWATERTABLEBOARDCASING, MATCH EXIST.SURFACES:INTEGRAL REDCONCRETE, MATCHEXIST.12346789105REHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016SAUNA EXTERIORELEVATIONSJRL, CP
2SOUTHWEST ELEVATION1/2" = 1'-0" on 24x36 1/4" = 1'-0" on 11x17T.O. MAIN PL. TYPICALEL. 108'-1 1/8"T.O. SAUNA FLOOREL. 100'-0"T.O. MAIN PL. TYPICALEL. 108'-1 1/8"T.O. SAUNA FLOOREL. 100'-0"1NORTHWEST ELEVATION1/2" = 1'-0" on 24x36 1/4" = 1'-0" on 11x17REHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016SAUNA EXTERIORELEVATIONSJRL, CP
SAUNA1SECTION DIAGRAM1/2" = 1'-0" on 24x36 1/4" = 1'-0" on 11x177'-212"5121233'-6"1'-0"9"T.O. MAIN PL. TYPICALEL. 108'-1 1/8"T.O. SAUNA FLOOREL. 100'-0"SAUNA2SECTION DIAGRAM1/2" = 1'-0" on 24x36 1/4" = 1'-0" on 11x177'-21
2"123REHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016SAUNA SECTIONDIAGRAMSJRL, CP
1SAUNA REFLECTED CEILING PLAN & ELECTRICAL DIAGRAM1/2" = 1'-0" on 24x36 1/4" = 1'-0" on 11x17RECESSED LIGHTS TO MATCH HOUSELED STRIP LIGHTS UNDER BENCH NOSINGDCABLE/ DATASWITCHWALL MOUNTED LIGHTSWITCHED OUTLETCLOSET LIGHT FIXTUREFFANTTHERMOSTATFLOOR DUPLEX OUTLETDUPLEX OUTLETPENDANT LIGHTCEILING MOUNTED LIGHTSMOKE DETECTORCEILING FANCELEC PLAN SYMBOLSSEEXISTING SWITCHSKEYPAD SWITCHRECESSED, DIRECTIONAL CAN LIGHTUNDER CABINET LED STRIP LIGHTRECESSED CAN LIGHTFLOOR LIGHTSECURITY LIGHTSWITCH + MOTION SENSORSMKPFLOOR DUPLEX OUTLETS1. ASSUME BASIC SWITCHING2. VERIFY LOCATION OF SWITCHES AND LIGHTS WITHOWNER & ARCHITECT AT WALK-THRU3. ASSUME ALL SWITCHES TO HAVE DIMMERS - VFY ATWALK-THRU4. VERIFY FINISH OF SWITCHES, PLATES, & RECESSEDLIGHTS WITH OWNER & ARCHITECT5. ALL VISIBLE AV, MECHANICAL & ELECTRICALEQUIPMENT TO BE COORDINATED WITH OWNER ONSITE6. OUTLETS ARE SHOWN FOR SPECIFIC FUNCTIONSAND ARE IN ADDITION TO THOSE REQUIRED BY CODE- COORDINATE FINAL LOCATIONS OF ALL OUTLETS,SWITCHES AND FIXTURES ON SITE W/ OWNER &ARCHITECT6. PROVIDE CODE REQUIRED POWER RECEPTACLESAND DETECTORS IN ADDITION TO THOSE SHOWN ONPLANS7. ALL CEILINGS TO BE CEDAR T&G8. LEAVE TAILS AT ALL SCONCES9. PROVIDE BLOCKING FOR ALL FIXTURES ASNECESSARY10. VERIFY LOCATION OF ANY/ALL EXTERIOR OUTLETSELEC PLAN GEN. NOTESREHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016RCP & ELECT.DIAGRAMJRL, AM
REHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016STRUCTURALNOTESEB, AMSTRUCTURAL NOTESUNLESS NOTED OTHERWISE ON THE PLANS AND/OR IN THE DETAILS, THESE NOTES SHALL APPLY. IF THERE AREDISCREPANCIES BETWEEN THE PLANS, DETAILS, SPECIFICATIONS, AND THESE NOTES, THE CONTRACTOR SHALLCONFORM TO THE MORE STRINGENT REQUIREMENTS, UNLESS CLARIFIED WITH THE STRUCTURAL ENGINEER OF RECORD(SER) PRIOR TO WORK.MATERIAL STRENGTHS·STRUCTURAL STEEL FASTENERSANCHOR RODS - ASTM F1554, GR. 36, FY = 36 KSITHREADED RODS - ASTM A36, FY = 36 KSI·REINFORCING STEELDEFORMED BARS - ASTM A615, GR. 60, FY = 60 KSI·CONCRETEF 'C = COMPRESSIVE STRENGTH IN 28 DAYS 4,000 PSI UNLESS NOTED OTHERWISE 5,000 PSI FOR FOOTINGS·STRUCTURAL LUMBERALL DIMENSIONAL LUMBER - #2 SPRUCE PINE FIR (SPF) OR EQUALLAMINATED VENEER LUMBER (LVL)E = 2,000,000 PSIFB = 2600 PSILAMINATED STRAND LUMBER (LSL)E = 1,300,000 PSIFB = 1,700 PSIPARALLEL STRAND LUMBER (PSL)E = 2,000,000 PSIFB = 2900 PSITREATED LUMBER - #2 SOUTHERN PINE OR EQUALDESIGN LOADS·ROOFDEAD LOAD17 PSF (7 PSF TOP CHORD + 10 PSF BOTTOM CHORD)SNOW LOADROOF SNOW LOAD = 35 PSF·WINDULTIMATE DESIGN WIND SPEED 115 MPH3 SECOND GUST.EXPOSURE C, I = 1.0RISK CATEGORY IIWIND SHEAR WALLS HAVE BEEN DESIGNED USING IRC R301.1.3.EXISTING CONDITIONS·CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND DETAILS OF EXISTING STRUCTURE WHERE THEYAFFECT THIS CONSTRUCTION PRIOR TO FABRICATION.·CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID ADDING LOAD OR STRESS TO ANY ADJACENT STRUCTURESDURING CONSTRUCTION.TEMPORARY BRACING·ALL STRUCTURAL MEMBERS ARE DESIGNED FOR IN-PLACE LOADS AND FULLY CURED MATERIALS. CONTRACTOR ISRESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL STRUCTURAL ELEMENTS AS REQUIRED AT ALL STAGESOF CONSTRUCTION UNTIL COMPLETION OF THIS PROJECT.·PROVIDE TEMPORARY LATERAL SUPPORT FOR ALL WALLS UNTIL WALLS ARE ADEQUATELY BRACED BY PERMANENTSTRUCTURE.·PROVIDE REQUIRED TEMPORARY BRACING FOR ALL FRAMING UNTIL PERMANENT BRACING, FLOOR AND WALLS AREIN PLACE.·SHORE FOUNDATION WALLS RETAINING EARTH UNTIL FLOOR FRAMING AND BASEMENT SLAB ARE IN PLACE. USECAUTION WHEN OPERATING EQUIPMENT ADJACENT TO FOUNDATION WALLS.GENERAL SOIL NOTES·THE STRUCTURE HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD-BEARING VALUE OF 2000 PSF IN ACCORDANCEWITH TABLE R401.4.1 OF THE 2018 IRC ON VIRGIN SOIL OR COMPACTED GRANULAR FILL FOR FOOTINGS.·PRESUMPTIVE SOIL BEARING VALUE TO BE VERIFIED BY A GEOTECHNICAL ENGINEER WHERE REQUIRED BY THEBUILDING OFFICIAL PER R401.4. WE RECOMMEND THE OWNER ENGAGES A GEOTECHNICAL ENGINEER TO VERIFY SOILBEARING VALUES.·ANY DISCREPANCIES IN THE ASSUMED ALLOWABLE SOIL BEARING PRESSURE SHALL BE REPORTED IMMEDIATELY.·THE EXISTING FOOTINGS HAVE BEEN ASSUMED TO BE TYPICAL SPREAD FOOTINGS ON GOOD SOILS THAT AREASSUMED TO BE PERFORMING ADEQUATELY.·REMOVE ALL TOP SOIL, UNCOMPACTED FILL, OR OTHER POOR SOIL FROM THE CONSTRUCTION AREA.·SLOPE THE SITE TO DRAIN AWAY FROM THE BUILDING.·INSTALL GUTTERS AND DOWNSPOUTS WITH LONG EXTENSIONS RECOMMENDED.·INSTALL DRAIN TILE RECOMMENDED.·BACKFILL WITH GRANULAR SOILS RECOMMENDED.FOOTINGS/FOUNDATIONS·ALL FOOTINGS ARE TO BE FORMED. ALL STUMPS, ROOTS AND DEBRIS MUST BE REMOVED FROM THE SOIL TO ADEPTH OF AT LEAST 12" BELOW THE SURFACE OF THE GROUND IN THE AREA OCCUPIED BY THE BUILDING. FOOTINGSSHALL BE PLACED ON VIRGIN SOIL OR COMPACTED GRANULAR FILL.·WALL FOOTINGS ARE CAST-IN-PLACE CONCRETE WITH CONTINUOUS REINFORCING PLACED 3" CLEAR OF BOTTOMAND 2" CLEAR AT TOP AND SIDES.·WALL FOOTINGS ARE CENTERED UNDER WALLS AND COLUMN FOOTINGS UNDER COLUMNS.·WALL FOOTINGS SHALL BE A MINIMUM OF 8" THICK WITH A 4" PROJECTION EACH SIDE OF WALL. REINFORCE WITH 2 -#4 CONTINUOUS BOTTOM BARS.·PROVIDE 30 BAR DIAMETER LAP AT SPLICES AND FULL CROSSING LAP AT CORNERS AND INTERSECTIONS. TIE ALLREINFORCING IN PLACE. SET FOOTING REINFORCING ON CHAIRS OR MASONRY BRICK TO OBTAIN 3" CLEARANCEFROM BOTTOM OF FOOTING.·MAINTAIN MINIMUM FROST DEPTH OF 48" FOR ALL EXTERIOR FOOTINGS.·FOOTING ELEVATIONS, IF SHOWN ON THE PLAN, INDICATE TOP OF FOOTING.·TOP OF FOOTING SHALL BE PLACED 8" BELOW THE TOP OF SLABS ON GRADE, OR PLACED TO MAINTAIN FROSTDEPTH, WHICHEVER IS DEEPER.·STEP FOOTINGS IN A UNIFORM MANNER USING A 2:1 HORIZONTAL TO VERTICAL SLOPE.·CAST DOWELS IN FOOTING FOR FOUNDATION WALLS ABOVE. DOWELS SHALL BE THE SAME QUANTITY, SIZE, ANDSPACING AS THE VERTICAL WALL REINFORCING. DOWELS SHALL BE 30" LONG AND EXTEND TO 3" CLEAR OF BOTTOMOF FOOTING.·CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING HOT WEATHER CONCRETE REQUIREMENTS PER ACI 305AND COLD WEATHER CONCRETE REQUIREMENTS PER ACI 306.·SHORE ALL FOUNDATION WALLS APPROPRIATELY BEFORE BACKFILLING AND COMPACTING.·FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT FINISHED GRADE.·THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND TANKS PRIOR TOBEGINNING EXCAVATION.·THE CONTRACTOR SHALL FOLLOW IRC FIGURE R403.1.7.1 FOR FOUNDATION CLEARANCES TO SLOPES UNLESSINDICATED OTHERWISE BY THE SOILS ENGINEER.CONCRETE·PROVIDE READY-MIXED CONCRETE PER ASTM C94. PORTLAND CEMENT SHALL BE ASTM C150, TYPE I. USE ONLY ONEBRAND OF CEMENT THROUGHOUT THE WORK. PROVIDE CONCRETE AGGREGATES MEETING THE REQUIREMENTS OFASTM C33.·MAXIMUM AGGREGATE SIZE SHALL BE 3/4" FOR GRADE BEAMS AND SLABS. WATER SHALL BE CLEAN, FREE OFDELETERIOUS AMOUNTS OF ACIDS, ALKALIS, OR ORGANIC MATERIALS, AND SHALL BE CONSIDERED POTABLE.PROVIDE ADMIXTURES TO REDUCE WATER CONTENT, PROVIDE AIR-ENTRAINMENT, OR ALTER THE QUALITY OF THECONCRETE TO MEET THE JOB CONDITIONS.·PLACE REINFORCING 2" CLEAR TO OUTSIDE FACE AND 1 1/2" CLEAR TO INSIDE FACE OF CONCRETE WALL.·PROVIDE #4 X 4'-0" LONG (EQUAL LEGS) HORIZONTAL REINFORCING CORNER BARS AT 18" O.C. AT OUTSIDE CORNEROF WALL AND 2 - #4 VERTICAL SUPPORT BARS.·ALL WALL OPENINGS LARGER THAN 12" SHALL HAVE 2 - #5 AT ALL SIDES EXTENDING 2'-0" BEYOND EACH EDGE OFOPENING WITH 2 - #5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF OPENING.·WALL REINFORCING SHALL BE CONTINUOUS THROUGH COLUMNS AND PILASTERS.·PROVIDE FULL DEVELOPMENT AND SPLICE LENGTHS PER CONCRETE REINFORCING STEEL INSTITUTE (CRSI) OR ACI318 REQUIREMENTS.·ALL CONCRETE EXPOSED TO WEATHER, FREEZE-THAW CONDITIONS OR DE-ICING CHEMICALS SHALL CONTAIN 5% -7% ENTRAINED AIR.·DESIGN INTENT IS FOR ALL CONCRETE TO BE FULLY CURED PRIOR TO BACKFILLING AND INSTALLING STRUCTURE.·SLUMP SHALL BE DETERMINED BY ASTM C143 AS FOLLOWS: FOOTINGS 3" - 4" WALLS, COLUMNS 3" - 5" SLABS ON GRADE 3" - 4" STRUCTURAL SLABS, BEAMS 3" - 4"·CONCRETE SHALL NOT BE LAID WHEN THE TEMPERATURE OF THE OUTSIDE AIR IS BELOW 40 DEGREES FAHRENHEIT,UNLESS APPROVED METHODS ARE USED DURING CONSTRUCTION TO PREVENT DAMAGE TO THE CONCRETE. ALLMATERIALS USED AND SURFACES BUILT UPON SHALL BE FREE OF SNOW AND ICE.·WOOD BEAMS POCKETED INTO CONCRETE SHALL BE PROVIDED WITH A 1/2" AIR SPACE ON TOP, END, AND SIDESUNLESS TREATED WOOD OR STEEL PLATES ARE USED.·CONCRETE SHALL NOT BEAR PERMANENTLY ON WOOD MEMBERS.SLABS ON GRADE·ALL SLABS ON GRADE SHALL BE REINFORCED PER PLAN NOTES.·SLABS ON GRADE ADJACENT TO FOUNDATION WALLS RETAINING EARTH SHALL BE A MINIMUM OF 3 1/2" THICK.·CONSTRUCTION AND/OR CONTROL JOINTS SHALL OCCUR AT A MAXIMUM OF 8'-0" O.C. AT EXTERIOR SLABS ON GRADE,AND AT A MAXIMUM OF 10'-0" O.C. AT INTERIOR SLABS ON GRADE.·CONSTRUCTION AND/OR CONTROL JOINTS SHALL BE LAID OUT IN A RECTANGULAR PATTERN WITH LONG TO SHORTSIDE RATIO LESS THAN OR EQUAL TO 1.5 AND WITH NO RE-ENTRANT CORNERS.·CONTROL JOINTS FOR SLABS ON GRADE SHALL BE SAW CUT AS SOON AS CONCRETE CAN ACCEPT IT WITHOUTRAVELING·DO NOT CUT STRUCTURAL SLABS OR TOPPING SLABS UNLESS AUTHORIZED BY THE STRUCTURAL ENGINEER.·ALL CONTROL/CONSTRUCTION JOINTS SHALL BE CONTINUOUS AND NOT STAGGERED OR OFFSET.·CONTROL JOINTS SHALL BE CLEANED AND SEALED FOR CURING PURPOSES AS SOON AS POSSIBLE.·VERIFY FLOOR FINISHES AND CONTROL/CONSTRUCTION JOINT LOCATIONS WITH OWNER AND ARCHITECT.DIMENSION LUMBER·DESIGN ASSUMES LUMBER IS FREE OF SIGNIFICANT SPLITS AND CHECKS, AND CONTRACTOR WILL VISUALLY INSPECTDURING INSTALLATION.·SILLS AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 8" OF FINISHED GRADESHALL BE PRESERVATIVE TREATED WOOD. IN CRAWLSPACES OR UNEXCAVATED AREAS WITHIN THE BUILDINGFOUNDATION, WOOD SHALL BE PRESERVATIVE TREATED FOR JOISTS WITHIN 18" OF EXPOSED GROUND AND/ORGIRDERS WITHIN 12" OF EXPOSED GROUND.·PRESERVATIVE TREATED WOOD SHALL BE IN ACCORDANCE WITH THE AMERICAN WOOD PROTECTION ASSOCIATION,STANDARD U1.·TREAT ALL CUT ENDS OF TREATED MATERIAL.·ALL LUMBER IS TO BE GRADE STAMPED, WHICH IS TO CONTAIN GRADING AGENCY, MILL NUMBER OR NAME, GRADE OFLUMBER, SPECIES OR SPECIES GROUPING OR COMBINATION DESIGNATION, RULES UNDER WHICH GRADED, WHEREAPPLICABLE, AND CONDITION OF SEASONING AT TIME OF MANUFACTURE.·ALL LUMBER SHALL BE SEASONED TO A MOISTURE CONTENT OF 19% OR LESS, WITH THE INDICATION OF "S-DRY" ONTHE GRADE STAMP.·ALL LUMBER SHALL BE PROTECTED FROM THE ELEMENTS.·SILL PLATES TO BE BOLTED TO FOUNDATION WALL WITH 1/2" DIAMETER GALV ANCHOR BOLTS AT 4'-0" O.C. MAXIMUM.BOLTS TO EXTEND 9" MINIMUM INTO SOLIDLY GROUTED FOUNDATION WALL. EACH SILL PLATE TO HAVE A MINIMUMOF 2 BOLTS WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 1/2 INCHES FROM EACH END OFTHE PLATE SECTION. USE 1/8"X2"X2” GALV WASHERS, SLIGHTLY CRUSHING PLATE.·MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1) OF THE 2018 IRC UNLESS NOTED OTHERWISE.·ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE.·EXTERIOR WALLS SHALL BE 2 X 6 STUDS @ 16" O.C. UNLESS NOTED OTHERWISE.·INTERIOR NON-LOAD-BEARING WALLS SHALL BE 2 X 4 STUDS @ 16" O.C. UNLESS NOTED.·TYPICAL OPENINGS TO HAVE A MINIMUM OF 2 BEARING (TRIMMER OR JACK) STUDS AND 1 FULL-HEIGHT KING STUD.·HEADERS NOT NOTED TO BE 2 - 2 X 6 UP TO 4'-0" SPAN AND 2 - 2 X 8 FROM 4'-0" TO 6'-0" SPAN.·WOOD HEADERS SHALL HAVE A MINIMUM 3" LENGTH OF BEARING AT EACH END OR BEAR THE ENTIRE LENGTH OF THEBEARING STUDS.·BEAMS SHALL BEAR ON A MINIMUM OF 3" ALONG THEIR LENGTH AND FULLY ALONG THEIR WIDTH AND HAVE AMINIMUM OF 2 TYPICAL WALL STUDS SUPPORTING THEM.·JOISTS SHALL BEAR THE FULL WIDTH OF SUPPORTING MEMBERS (STUD WALL, BEAMS, ETC.).·PROVIDE SOLID VERTICAL BLOCKING AT ALL JOIST SPACES BELOW WOOD COLUMNS. PROVIDE MATCHING COLUMNSTO FOUNDATION AT LOWER LEVELS BELOW COLUMNS COMPRISED OF 3 OR MORE STUDS.·ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH PREFABRICATED JOISTHANGERS.·1 ½” NAILS SHALL NOT BE USED AT JOIST HANGERS UNLESS SPECIFIED FOR THE SPECIFIC JOIST HANGER BY THEMANUFACTURER.·1 ½” NAILS SHALL NOT BE USED FOR BEAM AND GIRDER HANGERS.·SEE HANGER MANUFACTURER CATALOG FOR REQUIRED NAILS OR SCREWS FOR 100% ALLOWABLE LOADING.·BEAMS OR HEADERS MADE OF 2X'S SHALL BE NAILED TOGETHER WITH 2 - ROWS 16D NAILS (.162" X 3 ½") AT 12" O.C.ALONG EACH EDGE, TYPICAL FOR EACH LUMBER PLY.·NAIL BUILT UP POSTS MADE OF 2X STUD MATERIAL WITH 2 - ROWS 16D NAILS 12” OC EACH PLY, UP TO 3-PLIES.SCREW BUILT UP POSTS MADE OF 2X STUD MATERIAL WITH ¼”X6” SDS SCREWS 8” OC STAGGERED FOR 4-PLIES.·ATTACH 2-PLY LVL BEAMS WITH 2-ROWS OF ¼”X3 ½” SDS SCREWS 16” OC UNLESS NOTED.·ATTACH 3-PLY LVL BEAMS WITH 2-ROWS OF ¼”X3 ½” SDS SCREWS 16” OC BOTH FACES UNLESS NOTED.·ATTACH 4-PLY LVL BEAMS WITH 2-ROWS OF ¼”X6” SDS SCREWS 16” OC BOTH FACES UNLESS NOTED.·SPACING OF BRIDGING FOR JOISTS SHALL NOT EXCEED 8'-0".·DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS OR SINGLE FLOOR TRUSS.·ALL PLYWOOD AND OSB SHALL BE INSTALLED PER AMERICAN PLYWOOD ASSOCIATION STANDARDS, INCLUDING THEUSE OF CONSTRUCTION ADHESIVE FOR FASTENING TO FLOOR JOISTS.·ALL FASTENERS AND HANGERS IN CONTACT WITH TREATED LUMBER SHALL BE G185 HOT DIPPED GALVANIZED OREQUAL.·LUMBER GRADING RULES AND WOOD SPECIES SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 20-99 ASPUBLISHED BY THE DEPARTMENT OF COMMERCE. GRADING RULES SHALL BE BY AN AGENCY CERTIFIED BY THEBOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE.·PERFORMANCE REQUIREMENTS, ADHESIVE BOND PERFORMANCE, PANEL CONSTRUCTION AND WORKMANSHIP,DIMENSIONS AND TOLERANCES, MARKING, AND MOISTURE CONTENT OF WOOD-BASED STRUCTURAL-USE PANELSSHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 2-92, AS PUBLISHED BY THE DEPARTMENT OF COMMERCE.·PLACE SHEETROCK CONTROL JOINTS MAX 30FT APART PER THE WALL AND CEILING BUREAU TECHNICAL BULLETIN.·DO NOT DRILL OR NOTCH PLUMBING HOLES NEAR KNOTS IN ANY FRAMING.WOOD TRUSSES·RESPONSIBILITIES OF THE CONTRACTOR, BUILDING DESIGNER, TRUSS MANUFACTURER, AND TRUSS DESIGNERSHALL FOLLOW THE PUBLICATION "TPI 1-2022 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOODTRUSS CONSTRUCTION."·TRUSS SUPPLIER SHALL NOTIFY SER OF ANY PROPOSED REVISIONS TO THE LAYOUT INDICATED ON THIS PLAN.REVISIONS THAT AFFECT THE STRUCTURAL DESIGN WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BYTHE SER.·VERIFY ALLOWABLE BEARING LOCATIONS FOR GIRDER TRUSSES WITH SER PRIOR TO FINAL DESIGN STAGE. PROVIDEMETAL BEARING ENHANCERS AS NECESSARY TO UTILIZE STUD COLUMNS SHOWN ON PLAN.·ALL PREFABRICATED WOOD TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED USING THEDESIGN LOADS AND SPAN CONDITIONS INDICATED, INCLUDING DESIGNING GABLE END TRUSS WEBS FORPERPENDICULAR TO FACE WIND LOADS.·TRUSS MANUFACTURER SHALL PROVIDE A TRUSS LAYOUT AND TRUSS DRAWINGS PRIOR TO BEGINNINGCONSTRUCTION.·TRUSSES SHALL BE DESIGNED FOR TOP AND BOTTOM CHORD SUPERIMPOSED DEAD AND LIVE LOADS AS INDICATEDABOVE.·TRUSS SUPPLIER SHALL DESIGN TRUSSES TO SUPPORT ADDITIONAL DEAD LOAD FROM, BUT NOT LIMITED TO,SPRINKLER LINES, RAIN LEADER SYSTEMS, PIPING, CABLE TRAYS, DUCTWORK, KITCHEN ISLANDS, ETC., AS PER IBC.COORDINATE WITH ARCHITECTURAL/MECHANICAL/ELECTRICAL AS REQUIRED. GENERAL CONTRACTOR TO VERIFYLOCATION AND MAGNITUDE OF ALL SUCH LOADS WITH TRUSS SUPPLIER AND SER PRIOR TO FABRICATION OFTRUSSES.·SEE ARCHITECTURAL PLANS FOR ATTIC DRAFT STOP LOCATIONS AND DESIGN ROOF TRUSSES ACCORDINGLY.·LIVE LOAD DEFLECTION OF ROOF TRUSSES SHALL BE LIMITED TO 1/360 OF THE SPAN.·PROVIDE L/600 DEFLECTION LIMITS FOR ALL INDIVIDUAL BOTTOM CHORD MEMBERS BETWEEN PANEL POINTS.·DESIGN TRUSSES FOR TOP CHORD BEARING OR BOTTOM CHORD BEARING AS SHOWN ON DRAWINGS.·TRUSS CONFIGURATION, PITCH, OVERHANG, ETC. SHALL BE INDICATED ON THE ARCHITECTURAL DRAWINGS.·SPACING OF ROOF TRUSSES SHALL NOT EXCEED 24" O.C.·LUMBER FOR WOOD TRUSSES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.·TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES, HIP JACKS, AND STEP-DOWN TRUSSES AS REQUIRED ANDDESIGNED TO SUPPORT ALL SUPERIMPOSED LOADS. PROVIDE HIP-SETS, DORMERS, AND PIGGY-BACK TRUSSES ASREQUIRED.·TRUSS MANUFACTURER TO SPECIFY IF ROOF SHEATHING NEEDS TO BE APPLIED BEFORE PLACING "OVER-FRAMING".·PROVIDE METAL FRAMING ANCHORS AT TRUSS BEARING TO MECHANICALLY FASTEN TRUSS TO BEARING WALL ORSUPPORTING MEMBER AS SHOWN IN DETAILS.·TRUSS MANUFACTURER SHALL PROVIDE TRUSS TO TRUSS CONNECTION HANGERS.·BRIDGING, AND BRACING OF TRUSS COMPRESSION AND TENSION MEMBERS, SHALL BE INSTALLED IN ACCORDANCEWITH THE TRUSS MANUFACTURER'S DESIGN AND DIRECTIONS.·NO CUTTING, NOTCHING, OR MODIFICATIONS OF TRUSSES WILL BE ALLOWED WITHOUT THE MANUFACTURER'SWRITTEN APPROVAL.·CONTRACTOR SHALL PROVIDE PERMANENT AND TEMPORARY DIAGONAL, LATERAL, AND CROSS BRACING INACCORDANCE WITH THE PUBLICATION "BCSI 2025 BUILDING COMPONENT SAFETY INFORMATION, GUIDE TO GOODPRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSSPLATE INSTITUTE AND WOOD TRUSS COUNCIL OF AMERICA AND AS OTHERWISE NECESSARY. FOR SPANS LONGERTHAN 60FT., CONTRACTOR SHALL HIRE A STRUCTURAL ENGINEER TO DESIGN THE NECESSARY BRACING.·PERMANENT BOTTOM CHORD BRACING AND WEB BRACING SHALL BE LOCATED AS SHOWN ON THE TRUSS DRAWINGSAND SHALL BE MINIMUM 2 X 4 WITH 2 - 16D NAILS TO END WALLS AND TRUSSES, LAPPING TWO TRUSS SPACES ATSPLICES.WALL SHEATHING·WALL SHEATHING SHALL BE MINIMUM 15/32" THICK APA RATED PANELS, RATED FOR SPACING OF SUPPORTINGMEMBERS. A MINIMUM 32/16 SPAN RATING IS RECOMMENDED. BLOCK ALL JOINTS.·PROVIDE EXTERIOR OR EXPOSURE 1 GRADE. PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, ANDLONG DIMENSION OF PANEL SHALL BE EITHER PERPENDICULAR OR PARALLEL TO SUPPORTS. FASTEN WALLSHEATHING WITH 8D NAILS SPACED AT 4" O.C. AT SUPPORTED EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS.LEAVE AN 1/8" GAP AT ALL END AND EDGE JOINTS TO ALLOW FOR EXPANSION. STAGGER END JOINTS OF PANELS.REFER TO PLAN AND NOTES FOR ANY SPECIAL SHEAR WALL NAILING AND BOLTING CONDITIONS. GYPSUMSHEATHING TO BE A MINIMUM OF 1/2" THICK FASTENED WITH 6D COOLER OR WALLBOARD NAILS AT 7" O.C. TO ALLFRAMING MEMBERS UNLESS NOTED OTHERWISE.·NAIL “ZIPS” PER MANUFACTURER'S INSTALLATION WITH 0.131” SHANK NAILS WITH 1 ½” FRAMING PENETRATION INTOFRAMING A MAXIMUM 4” OC.ROOF SHEATHING·ROOF SHEATHING SHALL BE MINIMUM 15/32" THICK APA RATED PANELS, RATED FOR SPACING OF SUPPORTINGMEMBERS. A MINIMUM OF 32/16 SPAN RATING IS RECOMMENDED. PROVIDE PANEL CLIPS, ONE BETWEEN EACHSUPPORT, FOR SUPPORTS SPACED GREATER THAN 16" O.C.·PROVIDE EXTERIOR OR EXPOSURE 1 GRADE. PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, ANDLONG DIMENSION OF PANEL SHALL BE PERPENDICULAR TO SUPPORTS. FASTEN ROOF SHEATHING WITH 8D NAILSSPACED AT 4" O.C. AT SUPPORTED EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS. LEAVE AN 1/8" GAP AT ALL ENDAND EDGE JOINTS TO ALLOW FOR EXPANSION. DESIGN OF ROOF SHEATHING ASSUMES THAT THE ROOF WILL BEPROPERLY INSULATED AND VENTILATED. REFER TO APA PUBLICATION N335N "PROPER INSTALLATION OF APA RATEDSHEATHING FOR ROOF APPLICATIONS."LVL WOOD MEMBERS·LVL MEMBERS NOTED ON DRAWINGS ARE ENGINEERED LAMINATED VENEER LUMBER AS MANUFACTURED BY THEWEYERHAEUSER COMPANY. ALTERNATE AT CONTRACTOR'S OPTION OF EQUAL DESIGN PROPERTIES.·SIZES SHOWN ON PLAN ARE ACTUAL SIZE.PSL WOOD MEMBERS·PSL MEMBERS NOTED ON DRAWINGS ARE ENGINEERED PARALLEL STRAND LUMBER AS MANUFACTURED BY THEWEYERHAEUSER COMPANY. ALTERNATE AT CONTRACTOR'S OPTION OF EQUAL DESIGN PROPERTIES.·SIZES SHOWN ON PLAN ARE ACTUAL SIZE.LSL WOOD MEMBERS·LSL MEMBERS NOTED ON DRAWINGS ARE ENGINEERED LAMINATED STRAND LUMBER AS MANUFACTURED BY THEWEYERHAEUSER COMPANY. ALTERNATE AT CONTRACTOR'S OPTION OF EQUAL DESIGN PROPERTIES.·SIZES SHOWN ON PLAN ARE ACTUAL SIZE.ADHESIVE/EXPANSION ANCHORS·ADHESIVE AND EXPANSION ANCHORS SHALL BE PROVIDED AND INSTALLED IN STRICT ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS. ADHESIVE ANCHORING SYSTEM TO BE SIMPSON AT-G3 ADHESIVE. CONCRETESCREWS SHALL BE SIMPSON TITEN. ALTERNATE ANCHORING SYSTEM MAY BE SUBMITTED FOR APPROVAL. "FASTSET EPOXY" IS NOT PERMITTED. REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
FRAMING w/ HGRSGLUE TOP OF BEAMTO SUBFLOORFRAMING, LAP ORBUTT, GLUE/NAILAS REQ'D.BOLTED 2x TOP PL. w/3/8" Ø BOLTS @ 32" O.C.GLUE TOP OF BEAM TOSUBFLOOR3/16" WEBSTIFFENERSSTEEL BEAM,SEE PLANFLUSH LVL BEAMDROPPED LVLBM.TOE NAIL BM. TOJOISTSFLUSH STEEL BEAMw/ FULL HT. & WIDTHBLOCKING, BOLTEDw/ 3/8" Ø THRUBOLTS @ 24" O.C.FRAMING w/ HGRSDROPPED STEELBEAM1/8" x 2"SCREWS/ GLUE@ EA. JOIST2- 1/2" x 4" LAGSTO POSTPOST, SEEPLAN FOR SIZE& ORIENTATION1STRUCTURAL BEAMS, TYP.3/4" = 1'-0" on 24x36 3/8" = 1'-0" on 11x17FRAMING, LAP ORBUTT, GLUE/NAILAS REQ'D.HEADER,SEE PLANTRIMMER STUDS,SEE PLANKING STUD(S),SEE PLAN2HEADER, TYP.3/4" = 1'-0" on 24x36 3/8" = 1'-0" on 11x17WALL TOP PLATESL- CLIPS4- 8d GUN NAILS EA.PLY OF HEADERL-LCIP TOP & BOT.STOP BOT. PLATE ATTRIMMERS. BEAR HDR.SIDE GRAIN DIRECTLYON TRIMMERS ASSHOWNTHROUGHWALL PIPE &SLEEVESLEEVE TOBE 2" LARGERTHAN PIPEFTG.3'-0" MAX.6"D = SLEEVE SIZED + 1'-6"AASECTION 'A'NOTE:IT IS THE CONTRACTOR'S RESPONSIBILITYTO PROVIDE SHORING, SHEATHING, ETC.TO MAINTAIN THE SIDES OF THEEXCAVATION FROM CAVING IN UNTIL ALLWORK AND BACKFILL IS COMPLETE.9"5'-0"1221NOTES:1. USE THIS DETAIL FOR PIPES LESS THAN 3'-0" BELOW FTG.2. FOR PIPES DEEPER THAN 3'-0" BELOW FTG, STEP FOOTING TO WITHIN 3'-0" MAX. SEE 4/S50.DO NOTEXCAVATEBELOWTHIS LINEEXCAVATION FOR PIPING,SEE SPECIFICATIONS FORBACKFILL REQUIREMENTS.5SUB-SLAB PIPING, TYP.3/4" = 1'-0" on 24x36 3/8" = 1'-0" on 11x17CONT. REINFORCINGNOTE: MAX VERT. STEP 'X' = 2'-0"BOTTOM MAY BE SLOPED AT 2:1,MAINTAIN MINIMUM THICKNESSFTG. DEPTH'2X''2X'FTG.
DEPTH 'X''X''X'6STEPPED FOOTING, TYP.3/4" = 1'-0" on 24x36 3/8" = 1'-0" on 11x17WOOD FRAME COLUMN, MULTIPLE 2xCOLUMNS SHALL BE GLUED & NAILEDINTO ONE PIECE UNITHOLD DOWN ANCHOR, LOCATETOWARD INSIDE WALL FACE, ASNOTED w/ THREADED THRU ROD. SEEPLANMATCHING THREADED ROD EPOXYANCHOR AND EMBED AS SPECIFIED ONSTRUCTURAL PLANSVERT. FND. REINFORCING TO FTG.DOWELS, MIN. 1- #5ALL ANCHORS , FRAMING, & FND.DETAILS ARE AS NOTED ON PLANS.SEE ARCHITECTURAL FOR FINISHMATERIALS, INCLUDING LOCATIONS OFSTONE VENEER/BRICK LEDGE3SHEARWALL HOLDOWNS, TYP.3/4" = 1'-0" on 24x36 3/8" = 1'-0" on 11x17PLACE CONTROL JOINTS @ 16'-0" O.C. MAX. SLABREINFORCING CONTINUOUS AT CONTROL JOINTS.1/2" Ø x 16" SMOOTHDOWEL @ 16" O.C. GREASEONE END OF DOWELPLACE CONSTRUCTION JOINTS AT ALLDISCONTINUOUS SLAB POURS. SLAB REINFORCINGDISCONTINUOUS AT CONSTRUCTION JOINTS.'T''T''T''T'/4 18" SAW CUT4CONC. SLAB JOINTS, TYP.3/4" = 1'-0" on 24x36 3/8" = 1'-0" on 11x17MARKPLYS & SIZE2- 2x62- 2x83- 2x82- 2x103- 2x102- 2x123- 2x122- 1-3/4" x 7-1/4" LVL'FLUSH' BEAM/HEADER(TOP OF BEAM = TOP OF JOISTS)'BOTTOM FLUSH' BEAM/HEADER(BOT. OF BEAM = BOT. OF JOISTS)DENOTES 'X' 2x BRG. STUDSWOOD HEADER SCHEDULE3- 1-3/4" x 7-1/4" LVL2- 1-3/4" x 9-1/2" LVL3- 1-3/4" x 9-1/2" LVL4- 1-3/4" x 9-1/2" LVL2- 1-3/4" x 11-7/8" LVL3- 1-3/4" x 11-7/8" LVL4- 1-3/4" x 11-7/8" LVL2- 1-3/4" x 14" LVLMARKPLYS & SIZEH1H2H3H4H5H6H7H8H9H10H11H12H13H14H15H16HxxFHxxFB23- 1-3/4" x 14" LVL4- 1-3/4" x 14" LVL2- 1-3/4" x 16" LVL3- 1-3/4" x 16" LVL4- 1-3/4" x 16" LVL2- 1-3/4" x 18" LVL3- 1-3/4" x 18" LVL4- 1-3/4" x 18" LVLMARKPLYS & SIZEH17H18H19H20H21H22H23H24REHKAMP LARSON ARCHITECTS INC.
2732 West 43rd Street, Mpls, MN 55410
Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:SEPTEMBER 17, 2025 PERMIT SET
Nelson Residence
755 Tonkawa Road
Orono, MN 55356SEPTEMBER 17, 2025PERMITSET24-016STRUCTURALDETAILSEB, AM