Resolution 7654 Variance Accessory Building 755 Tonkawa Rd

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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