Loading...
HomeMy WebLinkAbout4423 North Shore Drive - Building Plans: Residential11/2" FOUND. INSULATION/WATERPROOFING SYSTEM EXTERIOR WALLCONSTRUCTION ANCHOR BOLT POURED CONCRETEFOUNDATION WALL 2x8 SILL PLATE w/SILL SEALER 1X_ LEDGE GRADE METAL COIL FLASHINGTO COVER INSULATION AT THINSTONE ONLY:2" THK RIGID INSULATION48" DEEP TO PROTECT THINSTONE FROM FROST DRAINAGE MATTO WEEP 8"ABOVE GRADE THINSTONE VENEER 2x4 FURRINGw/INSULATIONPER CODE 1'-6"30'-9" 13'-0" 1 1/2"7'-1 1/4"5'-10 3/4"6 1/2"T.O. MAIN LEVEL SUBFLOOR = 100.0' NOTE: FOUNDATION HEIGHTS T.O. CONCRETE ARE INDICATED IN RELATIONSHIP TO MAIN LEVEL SUBFLOOR(SEE EXTERIOR ELEVATIONS FOR APPROXIMATE STEP LOCATIONS) VERIFY DEPTH OF FOOTINGS TO UNDISTURBED SOIL & STEP FOOTING LOCATIONS 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10'1'-1 1/2"9'-10"12'-9"4'-6"35'-10 1/2"1 1/2"17'-2"6'-6"7'-4"95'-2 1/2"3'-0"23'-0"1 1/2"1'-11 1/4"21'-0 3/4"20'-9"13'-0" 82'-10 1/2"7'-7"6'-7 1/2"9'-0"19'-10 1/2"7'-4"7'-0"50'-5"2'-6"25'-9"7'-6"3'-0"11'-10 1/2"19'-6"12'-9" 46'-7 1/2"1'-1 1/2"11'-1 1/2"35'-10 1/2"2'-6"4'-8 1/2"16'-4"9 1/2"4'-8 1/2" 1'-3"2'-6"10"25'-9"7'-5 1/2"7'-10"4'-10 1/2"1 1/4"8'-6 1/4"7'-9 1/4"8'-7 3/4"9'-0"2 3/4"19'-7 3/4"25'-1 1/4"12'-3 1/4"14'-9 3/4"14'-6 3/4" 25'-1 1/4"8'-5"2'-11"11 1/4"29'-4 1/2" 40'-4 1/2" 9 1/2" 17'-11 1/2"4'-0"3'-0" 33'-2 1/2"3'-9 1/2"2'-10"TYP. TOP CHD BRG WALL w/4" EXTERIOR SLAB LEDGE 9½" POURED CONC. WALL 10'-9½" TALL TYP. WALK-OUT FROST WALL w/ 2" INTERIOR SLAB LEDGE 7½" POURED CONC. WALL 4'-0" TALL TYP. NON-BEARING LOOK-OUT FROST WALL 7½" POURED CONC. WALL 5'-6" TALL TYP. GARAGE WALL w/ 4" PLANK LEDGE 9½" POURED CONC. WALL 15'-0" TALL FULL HEIGHT FROST WALL 7½" POURED CONC. WALL 10'-4" TALL 9½" POURED CONC. WALL 3'-2 1/2" TALL 7½" POURED CONC. WALL 14'-6" TALL TYPICAL INTERIOR BEARING WALLS T.O. FTG = 88.56' w/ 1 COURSE CMU STEP FTG STEP FTG TYP. NON-BEARING LOOK-OUT FROST WALL 7½" POURED CONC. WALL 5'-6" TALL TYP. TOP CHD BRG WALL 9½" POURED CONC. WALL 10'-9½" TALL TYP. NON-BEARING WALL 9½" POURED CONC. WALL 9'-9½" TALL TYP. NON-BEARING WALL 9½" POURED CONC. WALL 10'-9½" TALL TYP. TOP CHD BRG WALL w/4"SLAB LEDGE 9½" POURED CONC. WALL 10'-9½" TALL STEP FTG STEP FTG STEP FTG STEP FTG TYP. NON-BEARING WALL 9½" POURED CONC. WALL 10'-9½" TALL TYP. TOP CHD BRG WALL w/4"PLANK LEDGE 9½" POURED CONC. WALL 15'-0" TALL TYP. GARAGE WALL w/ 4" PLANK LEDGE 9½" POURED CONC. WALL 15'-0" TALL TYP. TOP CHD BRG WALL 9½" POURED CONC. WALL 15'-0" TALL TYP. NON-BEARING WALL 9½" POURED CONC. WALL 10'-9½" TALL TYP. TOP CHD BRG WALL 9½" POURED CONC. WALL 10'-9½" TALL TYP. TOP CHD BRG WALL 9½" POURED CONC. WALL 10'-9½" TALL TYP. NON-BEARING WALL 9½" POURED CONC. WALL 10'-9½" TALL TYP. NON-BEARING WALL w/4" EXTERIOR SLAB LEDGE 9½" POURED CONC. WALL 10'-9½" TALL TYP. NON-BEARING WALL w/4" EXTERIOR SLAB LEDGE 9½" POURED CONC. WALL 10'-9½" TALL TYP. NON-BEARING WALL w/4" EXTERIOR SLAB LEDGE 9½" POURED CONC. WALL 10'-9½" TALL TYP. TOP CHD BRG WALL w/4" EXTERIOR SLAB LEDGE 9½" POURED CONC. WALL 10'-9½" TALL TYP. TOP CHD BRG WALL w/4" EXTERIOR SLAB LEDGE 9½" POURED CONC. WALL 10'-9½" TALL TYP. NON-BEARING WALL 9½" POURED CONC. WALL 10'-9½" TALL 7½" POURED CONC. WALL 14'-6" TALL BEAM POCKET BEAM POCKET BEAM POCKET STEP FTG FOUNDATION PLAN TYP. 3½" THK SLAB ELEV = 88.56' 4" THK SLAB ELEV = 87.56' 4" THK SLAB ELEV = 99.33' 3½" THK SLAB DROPPED 1½" ELEV = 88.44' 2 A7 2 A7 4 A7 4 A7 3 A7 3 A7 1 A8 1 A8 2 A8 2 A8 3 A8 1 A7 1 A7 11/2"6"MIN.51/4"GRADE FOUND. INSULATION/WATERPROOFING SYSTEM EXTERIOR WALLCONSTRUCTION ANCHOR BOLT POURED CONCRETEFOUNDATION WALL 2x8 TRTD SILLw/SILL SEALER SPRAYED INSULATION-SEE SPEC. TOP CHORD BEARINGMFR. FLOOR TRUSSBLOCKING BY SUPPLIER M.L. SUBFLOOR T.O. CONC. AT THINSTONE ONLY:2" THK RIGID INSULATIONTO PROTECT FROM FROST AT THINSTONE VENEER-DRAINAGE MAT TO WEEP 8" ABOVE GRADE AT SIDING - METAL COIL FLASHING TO COVER INSUL./ DAMPPROOF SYSTEM AT STUCCO - FINISHTO GRADE w/WEEP SCREED 2x4 FURRINGw/INSULATIONPER CODE 11/2"51/4"FOUND. INSULATION/WATERPROOFING SYSTEM MTL. FLASHING CONC. SLAB SLOPED 1/8" PER FT AT UNCOVERED LOC. EXTERIOR WALLCONSTRUCTION ANCHOR BOLT POURED CONCRETEFOUNDATION WALL 2x8 TRTD SILLw/SILL SEALER SPRAYED INSULATION-SEE SPEC. TOP CHORD BEARINGMFR. FLOOR TRUSSBLOCKING BY SUPPLIER THINSET STONE AT STUCCO - FINISHTO GRADE w/WEEP SCREED AT THINSTONE VENEER-DRAINAGE MAT TO WEEP ABOVE EXT. SLAB 2x4 FURRINGw/INSULATIONPER CODE 2x6 TRTD SILL w/SEALER ANCHOR BOLT EXTERIOR WALLCONSTRUCTION T.O. CONCRETE 2" RIGID INSULATION CONC. SLAB THERMAL BREAK DRAINAGE MATTO WEEP 8"ABOVE GRADE SMOOTH MDO or THINSTONE VENEER THINSET STONE CONC. SLAB SLOPED 1/8" PER FT AT UNCOVERED LOC. DRAIN TILE 11/2"1'-0"51/4"EXTERIOR WALLCONSTRUCTION ANCHOR BOLT POURED CONCRETEFOUNDATION WALL 2x8 SILL PLATE w/SILL SEALER T.O. CONCRETE M.L. SUBFLOOR GARAGE FLOOR CONSTRUCTION CAULK JOINT @ PERIMETER THERMAL BREAK FOUND. INSULATION/WATERPROOFING SYSTEM GRADE AT SIDING - METAL COIL FLASHING TO COVER INSUL./ DAMPPROOF SYSTEM AT STUCCO - FINISHTO GRADE w/WEEP SCREED 1'-0"M.L. SUBFLOOR SPRAYED INSULATION-SEE SPEC. FIRE-RATED WALL GARAGE PLANK FLOOR CONST. BTM CHORD BEARINGMFR. FLOOR TRUS 1'-43/4"51/4"1'-0"FOUND. INSULATION/WATERPROOFING SYSTEM POURED CONCRETEFOUNDATION WALL TYP. T.O. CONCRETE M.L. SUBFLOOR GARAGE FLOOR CONSTRUCTION 1" 40 PSI R-5 INSULATION BETWEEN APRON SLAB AND FOUNDATION WALL, INTERIOR SLAB, AND SIDE STEM WALLS EXCALIBUR ALUMINUM THRESHOLD w/ BEADS OF SEALANT AT GROOVES ALONG ENTIRE LENGTH OF THRESHOLD - INSTALL ANCHORS PER MFR. RECOMMENDATION CAULK JOINT @ PERIMETER CONCRETE APRON T.O. CONCRETE THERMAL BREAK 1'-0"51/4"1'-41/2"POURED CONCRETEFOUNDATION WALL T.O. CONCRETE CONC. SLAB THERMAL BREAK GRADE CONCRETE APRON L.L. T.O. CONCRETE/SLAB 1'-0"6"MIN.51/4"1'-41/2"POURED CONCRETEFOUNDATION WALL 2x6 TRTD SILL w/SEALER ANCHOR BOLT EXTERIOR WALLCONSTRUCTION T.O. CONCRETE CONC. SLAB THERMAL BREAK L.L. T.O. CONCRETE/SLAB GRADE AT SIDING - METAL COIL FLASHING TO COVER INSUL./ DAMPPROOF SYSTEM 2x6 TRTD SILL w/SEALER ANCHOR BOLT T.O. CONCRETE/SLAB 2" RIGID INSULATION CONC. SLAB THERMAL BREAK DRAIN TILE CONC. SLAB THERMAL BREAK 0'2' GRAPHIC SCALE 1'369 3 6 9 3 6 9 3 6 9 3' 2 T.C. BRG SILL DETAIL 3 T.C. BRG SILL w/SLAB DETAIL 8 LOOKOUT SILL DETAIL 7 WALKOUT SILL DETAIL 5 TYPCIAL GARAGE PLAN DETAIL 6 GARAGE PLAN TO HOUSE 4 GARAGE PLAN/APRON @ O.H. DOOR 9 TYP. L.L. GARAGE SLAB @O.H. DOOR 10 TYP. L.L. GARAGE SLAB DETAIL11L.L. GARAGE TO BASEMENT SHEET A0 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 PERMIT SET 08 APRIL 2024 Reviewed for Code Compliance Nicole Post RPS24-000045 5-8-24 Additional permits required: Plumbing Mechanical Electrical Stamped and approved plans must be on site for the duration of the project and all inspections. To schedule inspections call: 952-249-4613 Please have the permit number and street address ready at time of call. Please plan accordingly. The City will not issue a Temporary Certificate of Occupancy (Temp CO) for new homes during the growing season from May 1st to November 1st. Issuance of a Certificate of Occupancy requires all permits associated with the project to be finaled and an as-built survey approved by the City. If vegetation is not fully established at the time of CO issuance, the erosion control escrow will continue to be held. See Engineering 7'-0"2'-8"8'-0" 3'-0" 8'-0" 3'-0" 8'-0" 3'-0"8'-0"2'-6"8'-0"2'-6"8'-0" 2'-8" 8'-0" 2'-8"8'-0"4'-0"8'-0"17'-0"7'-0"16'-0"002 A15 A16 A16 A17 A17 A16 A17 1'-6"30'-9" 13'-0" 1 1/2"7'-1 1/4"5'-10 3/4"6 1/2"METAL LOUVER AWNING FRAMELESS GLASS WALL w/DOORS LOWER GARAGE BEDROOM 5 L.L. BATH UP 18R WALK-IN 9'-4¾" CLG STOR. HALL STORAGE MECHANICAL GYM STUDIO CURBED TILE SHOWER & BENCH w/GLASS DOOR TILE WOOD CARPET CARPET CONC CONC CONC LANDING F.D.F.D. DN 12" BACKFILL DROP SLAB 1½" BAR WOOD UTILITY SINK (38" FLYING PIG OR SIMILAR) F.D. PKT DR PKT DR 2x62x6 2x62x62x6 2x6 2x6 2x6 2x62x62x6 2x6 4' APRON, SLOPED AWAY FROM HOUSE APRONSLOPE12' LONG MIN. TRENCH DRAIN BY LANDSCAPE IN-FLOOR HEAT TYPICAL ZONING T.B.D. LVL HEADER LVL HEADERFLUSH LVL BEAMFLUSH LVL BEAMUPSET LVL HEADERSPACE FOR SPEAKERS WITH ACCOUSTIC PANEL AT BACKSIDE OF CABINETRY 1 A6 1 A5 2 A5 2 A6 3 A5 3 A6 001 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10'7'-0"3'-0"1'-1 1/2"9'-10"12'-9"4'-6"35'-10 1/2"1 1/2"17'-2"6'-6"7'-4"95'-2 1/2"3'-0"23'-0"1 1/2"1'-11 1/4"21'-0 3/4"20'-9"13'-0" 82'-10 1/2"7'-7"6'-7 1/2"9'-0"19'-10 1/2"7'-4"7'-0"50'-5"2'-6"25'-9"7'-6"3'-0"11'-10 1/2"19'-6"12'-9" 46'-7 1/2"1'-1 1/2"11'-1 1/2"35'-10 1/2"2'-6"4'-8 1/2"16'-4"9 1/2"4'-8 1/2" 1'-3"2'-6"10"25'-9"7'-5 1/2"7'-10"7'-9 1/4"4'-11 3/4"33'-2 1/2" 14'-4 1/2"6'-3 1/4"8'-11 1/2"12'-0 1/2"25'-1 1/4"7'-1 1/2"4'-4 1/4"4'-4"4'-3 1/2"19'-7 3/4"2'-1 1/2"4'-6"4'-2"4'-10"10'-0"2'-10"9'-10 1/2"4'-6"6'-4 1/2"9"4'-4 1/4"6'-1 1/2"6'-4"7'-0 1/2"3'-9 1/2"2'-10"TRTD SILL PLATE TO OVERHANG 1½" PAST CONCRETE FACE AT EXTERIOR INSULATION TYP. PSL BRG PSL BRG PSL BRG PSL BRG PSL BRG PSL BRG TYP CEILING HEIGHT = 8'-10" APPROX. SF = 2,011 FINISHED + 1,289 UNFIN + 936 LOWER GARAGE LOWER LEVEL FLOOR PLAN REC ROOM 24" MFR. FLR TRUSS19.2" O.C.8"x24" PRECAST CONC PLANK24" MFR. FLR TRUSS19.2" O.C.12" MFR. FLR TRUSS 19.2" O.C. TRTD 2x10 JOIST 16" O.C. DW 30" REF /FRZ LVT WOOD LVT LVT 24" MFR. FLR TRUSS19.2" O.C.TV WITH SPEAKERS BINS30" MICRO 24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS19.2" O.C.MIRROR WALL WOOD FLUSH LVL BEAM FLUSH LVL BEAM STEEL HEADER 24" MFR. FLR TRUSS19.2" O.C.W14 FLUSH STEEL BEAM GIRDER TRUSSUPSET LVL HEADERW14 FLUSH STEEL BEAMHEADER SIZE TBD24" MFR. FLR TRUSS19.2" O.C.2 A7 2 A7 4 A7 4 A7 3 A7 3 A7 1 A8 1 A8 2 A8 2 A8 3 A8 1 A7 1 A7 LOWER LEVEL WINDOW & GLASS DOOR SCHEDULE MARK 001 002 UNIT CALL NUMBER 2W CASEMENT 4 PANEL SLIDING DR QTY 1 1 UNIT SIZE 6'-1"×4'-7" 11'-11"×7'-11 1/2" JAMB HEADER HEIGHT 8'-1" 8'-0 3/4" REMARKS OPTION WINDOW AND FULL VIEW DOOR: MFR: MARVIN COLOR: BLACK WINDOWS: SIGNATURE NARROW FRAME CLAD/WOOD, 2-3/16" PINE JAMBS, BARE WOOD INTERIOR, 1⅛" OGEE SDL w/ BLACK SPACER BAR, WHITE HARDWARE, LOW-E 366, HIGH TRANSPARANCY SCREENS DOORS: SIGNATURE METAL CLAD/WOOD, 4-9/16" PINE JAMBS, BARE WOOD INTERIOR, 1⅛" OGEE SDL w/BLACK SPACER BAR, MULTI- POINT HARDWARE, ADJUSTABLE BRONZE HINGES, LOW-E 366, BRONZE SILL & BLACK WEATHERSTRIPPING, NO SCREENS WINDOW AND FULL VIEW DOOR: MFR: QUAKER COLOR: TEXTURED BLACK EXT. & INT. WINDOWS: CITYLINE BEVEL 2-13/16" JAMBS, 7/8" RAISED COLT MUNTIN w/BLACK SPACER BAR, BLACK HARDWARE, LOW-E 366, HIGH TRANSPARANCY FLEX SCREENS DOORS: CITYLINE 4-9/16" JAMBS, 7/8" RAISED COLT MUNTIN w/BLACK SPACER BAR, MULTI- POINT MATTE BLACK DALLAS HARDWARE, ADJUSTABLE BLACK HINGES, LOW-E 366, BLACK SILL & BLACK WEATHERSTRIPPING, NO SCREENS FLOORING MATERIAL NOTE: PATTERNS ON FLOOR PLANS ARE REPRESENTATION ONLY, EXACT LAYOUT AND PATTERN TO BE DETERMINED TRUSS MFR. NOTE: TYPICAL FLOOR TRUSSES: LIVE LOAD 40 LBS/S.F. DEAD LOAD 20 LBS/S.F. DEFLECTION LIVE LOAD L/700 DEFLECTION TOTAL LOAD L/360 CONTRACTOR NOTE: ALL TRADES ARE FULLY RESPONSIBLE FOR THE SPECIFIC DIMENSIONS, ENGINEERING AND STORAGE OF THEIR MATERIAL. TRADES MUST COORDINATE WITH GENERAL CONTRACTOR TO VERIFY THAT THEIR MATERIALS WILL COMPLY WITH THIS LAYOUT. GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE MUST APPROVE OF ALL VARIATIONS FROM THIS LAYOUT PRIOR TO CONSTRUCTION. IF DURING CONSTRUCTION IT IS DISCOVERED THAT ANY PRIOR TRADES HAVE DONE WORK THAT DOESN'T CONFORM TO THIS LAYOUT, WORK MUST NOT CONTINUE UNTIL GENERAL CONTRACTOR OR OWNER'S REPRESENTATIVE HAS APPROVED THE DISCREPANCY. THESES DOCUMENTS HAVE BEEN CREATED IN GOOD FAITH AND ARE THOUGHT TO BE ACCURATE AND RELIABLE. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE INFORMATION AND DOCUMENTATION THAT MEETS OR EXCEEDS INDUSTRY STANDARDS AND BUILDING CODES AT THE TIME OF THEIR CREATION. HOWEVER, ESKUCHE DESIGN MAKES NO WARRANTY OR GUARANTEE EXPRESSED OR IMPLIED OF THEIR CURRENT CONFORMITY AND FURTHERMORE, ANY DEVIATION FROM THESE DOCUMENTS RELEASES ESKUCHE DESIGN FROM ANY AND ALL LIABILITY GENERAL NOTES: EXTERIOR WALL W/ STUDS @ 16" O.C. W/ 1/2" SHEATHINGAT EXTERIOR & 1/2" GYP. BOARD AT INTERIOR INTERIOR BEARING WALL W/ STUDS @ 16" O.C. W/ HORIZONTALBLOCKING BETWEEN STUDS & 1/2" GYP. BOARD BOTH SIDES INTERIOR WALL W/ STUDS @ 16" O.C. & 1/2" GYP. BOARD BOTH SIDES 2X4 FUR WALL W/ STUDS @ 19.2" O.C. & 1/2" AIR SPACE BETWEEN FND. WALL & STUDS W/ 1/2" GYP. BOARD ONE SIDE -BEAMS ARE BOTTOM FLUSH UNLESS INDICATED AS "DROPPED" -DIMENSIONS AT INTERIOR ARE CENTER TO CENTER INCLUDING 1/2" GYP. BD. EA. SIDE OF STUD (UNLESS NOTED F.F. FINISH TO FINISH) -DIMENSIONS AT EXTERIOR ARE TO FACE OF FRAMING -INTERIOR CEILING HEIGHTS INDICATED ON PLAN ARE APPROXIMATE SEE SECTIONS FOR EXACT HEIGHTS -REFER TO SHEETS PROVIDED BY STRUCTURAL ENGINEER FOR ADDITIONAL NOTES & DETAILS -INTERIOR DOORS TO BE FRAMED 3" FROM INSIDE CORNER UNLESS DIMENSIONED OTHERWISE. INSULATED WALLS IN ADDITION TO TYPICAL(EXTERIOR WALLS & PLUMBING WALLS) FLOOR TRUSSES AT TILE AREAS: LIVE LOAD 40 LBS/S.F. DEAD LOAD 25 LBS/S.F. DEFLECTION TOTAL LOAD L/600 DROP TOP CHORD 1½" AT TILE AREAS SHEET A1 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 PERMIT SET 08 APRIL 2024 See Engineering Enclosed space under stairs shall have walls and under-stair surface enclosed with 1/2" gypsum board Per MNRC R302.7 Provide fire blocking vertically at ceilings and floors, and horizontally at intervals not exceeding 10'. Unprotected portions of floor shall not exceed 80 Sq Ft. DW BINS 8'-0" 3'-6"8'-0"2'-8"8'-0"2'-8"8'-0"3'-0"8'-0"3'-0"8'-0"2'-8"8'-0"2'-8"8'-0"2'-8"8'-0"2'-8"117 116 8'-0" 2'-8" 8'-0" 2'-6" 113 1 A6 2 A5 2 A6 A9 A12 A12 A11 A10 A11 A13 A12 A14 A14 A14 A14 A13 3 A5 3 A6 2'-9"6'-0 1/4"8'-7 1/2"4'-10 1/2"5'-8"2'-0"METAL VERTICAL LOUVER SCREEN GLASS DOOR SCREEN PORCH KITCHEN GREAT ROOM FOYER OWNER'S BEDROOM OWNER'S BATH OWNER'S W.I.C. MUDROOM POWDER BOURBON ROOM SCULLERY UP 20R GRILL DECK OFFICE STAIRS DN 18R OPEN TO ABOVE 14'-5¼" CLG 14'-5¼" CLG CENTOR RDS RDS DN 6" DN 12" DN 6" DN 6" DN 6" DN 6"DROP ZONECOVERED ENTRY TRENCH DRAIN TRENCH DRAIN TRENCH DRAIN WOOD TILE WOOD WOOD WOOD WOOD WOOD WOOD WOOD TILE STONE ON SLAB STONE ON EPDM STONE ON EPDM STONE BY LANDSCAPE PKT DR LAUNDRY TILE PKT DR PKT DR A.C. A.C.SHADE POCKETIN CEILINGW.I.C. TILE HOOKS OVERBENCHCURBLESS TILE SHOWER w/NICHE & GLASS DOORS SHOESSHOESFIXED ACTIVEACTIVE ACTIVE FIXEDFIXED FIXED FIXED PKT DR 12"x12" SOFFIT w/ RADIUS TYPICAL HVAC HVACH.B.H.B.2x62x6 2x6 2x62x6 2x62x62x62x62x6 2x6 2x62x62x6 2x6 2x62x62x6 2x6LIN.PKT DRHOT & COLD SPIGGOT FLR DRN. TRASH TRASH OPTION RDV (IN ADDITION TO CENTOR) OPTION (MULTI-SLIDE ALL PANELS TO LEFT, THICKEN WALL TO EXTERIOR IF CHOSEN)DUAL RODSINGLE RODUTILITY SINK (38" FLYING PIG OR SIMILAR) LVL HEADER w16 STEEL BEAM BOTTOM FLUSH LVL HEADERw16 STEEL BEAM BOTTOM FLUSH w16 STEEL BEAMLVL HEADERFLUSH STEEL BEAM LVL BEAMw12 STEEL BEAM BOTTOM FLUSH LVL BEAMw10 STEEL BEAMBOTTOM FLUSHw12 STEEL BEAMBOTTOM FLUSH2x8 FLUSH LVL BEAM OPTIONAL M.L. IN-FLOOR HEATSHADE POCKETIN CEILINGSHADE POCKET IN CEILING SHADE POCKETIN CEILINGSHADE POCKET IN CEILING SHADE POCKETIN CEILINGFLUSH LVL BEAMLVL HEADER UPSET LVL BEAM FLUSH LVL BEAM FLUSH LVL BEAMFLUSH LVL BEAMFLUSH LVL BEAM LVL EXTENDED BEAM FLUSHLVL BEAMFLUSH LVL BEAMFLUSH LVL BEAMFLUSH LVL BEAMFLUSH 2x BEAMUPSETLVL HEADERLEDGE 8'-0"3'-0"110 109 108 106 105 103 104 119 118 111 100 107 8'-0" 18'-0" 8'-0" 9'-0" 114 115 101 112 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 2 A7 2 A7 4 A7 4 A7 3 A7 3 A7 1 A8 1 A8 2 A8 2 A8 3 A8 A10 A10A10 102 36'-0"9'-10"13'-0"7'-4"17'-2"11'-0"94'-4"21'-0"13'-0"28'-0"21'-0" 14'-6"19'-6"12'-6"49'-10"22'-6"20'-0"7'-4"11'-6"3'-0"14'-6"7'-6"36'-0"11'-5 1/2"83'-0"2'-6"46'-6" 6'-1"6'-11 3/4"9'-1 1/2"2'-7"6'-9"5'-5" 5'-2 1/4"1'-1"10'-11 1/4"9'-6"3'-0"11'-3"2'-11"4'-6"4'-2 1/2"2'-3 1/2"3'-8"3'-8"11'-9"13'-0"2'-9"6'-6" 1'-3" 2'-8"10'-4"2'-0"4'-3"8'-3"4'-6" 7'-0"6'-0"7'-0"5'-2"6'-10"7'-7 1/2"9'-8 3/4"3'-8"10"3'-6"2'-7 3/4"3'-8"10'-6"10'-6"10'-6"2'-0"3'-0"10'-6"23'-0" 4'-9"18'-3" 2'-5 1/8"10'-3"2'-3 7/8"8'-0" 10'-6"26'-0" 36'-6"6'-6"5'-8"8'-4"5'-0"8"2'-7"4'-7"2'-3"2'-7"1'-11" 7'-6"4'-0 1/2" 2'-2 3/4" PSL BRG PSL BRG SEE 2/S2 4 PLY BRG LVL KINGS SEE 2/S2 PSL BRG PSL BRG SEE 2/S2 PSL BRG PSL BRG PSL BRG PSL BRG PSL BRG PSL BRG PSL BRGPSL BRG PSL BRG PSL BRG PSL BRG PSL BRG PSL BRG PSL BRGPSL BRG PSL BRG FUR OUT "WARM WALL" 4" TYP CEILING HEIGHT = 9'-11⅛" APPROX. SF = 3,299 FINISHED (INCL. PORCH) + 936 GARAGE + 577 COVERED PATIO + 272 COVERED ENTRY + 83 COVERED GRILL MAIN LEVEL FLOOR PLAN 24" MFR. FLR TRUSS 19.2" O.C. 3 CAR GARAGE DINING I.R. HEATER I.R. HEATER I.R. HEATER COVERED PATIO GAS GRILL w/SHUTOFF 18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS 24" O.C. 18" ROOF TRUSS 24" O.C. 24" MFR. FLR TRUSS 19.2" O.C. 24" MFR. FLR TRUSS 19.2" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.24" MFR. FLR TRUSS 19.2" O.C.18" ROOF TRUSS24" O.C.24" FRZ36" REF ORTAL 51H LS CORNER GAS FP HEAT-N-GLOW MEZZO 72 LINEAR GAS FPLC (T.B.D.) DW WOOD WOOD CONC W GAS LINE FOR FIRETABLE 30" DBL OVEN D PANTRY36" REF /FRZ 36" COOKTOP 48" GALLEY SINK36" GALLEY SINK ACTIVE 18" ROOF TRUSS24" O.C.18" ROOF TRUSS 24" O.C.18" ROOFTRUSS 24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.2x6 2x62x62x6 BINS FLUSH STEEL BEAMLVL HEADER SEE 2/S2SEE 2/S2 SEE 2/S2 2x HEADER 24" MFR. FLR TRUSS 19.2" O.C. UPSET STEEL HEADER STEEL BEAM BOTTOM FLUSH2x8STEEL BEAM BOTTOM FLUSH STEEL BEAM BOTTOM FLUSHSTEEL BEAM BOTTOM FLUSHSTEEL BEAM BOTTOM FLUSHGIRDER TRUSSGIRDER TRUSSSEE 2/S2 SEE 2/S2 GIRDER TRUSS 24" MFR. FLR TRUSS 19.2" O.C. GIRDER TRUSS 24" MFR. FLR TRUSS 19.2" O.C. 24" MFR. FLR TRUSS 19.2" O.C.FLUSHSTEELBEAMFLUSH STEEL BEAM 18" ROOF TRUSS24" O.C.24" MFR. FLR TRUSS 19.2" O.C.18" ROOF TRUSS24" O.C.STEEL BEAM BOTTOM FLUSH 2x12 2x12 24" MICRO DWR 1 A7 1 A7 MAIN LEVEL WINDOW & GLASS DOOR SCHEDULE MARK 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 UNIT CALL NUMBER 42" FRONT DOOR CASEMENT CASEMENT FIXED SASH SWING DOOR 3W MULTI SLIDING SWING DOOR DIRECT SET 4W DIRECT SET DIRECT SET SLIDING DOOR DIRECT SET CASEMENT SLIDING DOOR FIXED SASH FIXED SASH FIXED SASH FIXED SASG 4W FIXED SASH CASEMENT QTY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 UNIT SIZE 6'-11"×9'-0" 3'-0"×7'-6" 3'-6"×8'-11 1/2" 4'-6"×8'-11 1/2" 3'-1 1/4"×8'-11 7/8" 13'-5"×5'-11 1/2" 3'-0 1/2"×8'-11 1/2" 5'-0"×9'-0" 18'-8"×9'-0" 5'-0"×9'-0" 18'-7"×8'-11 1/2" 3'-6"×9'-0" 3'-6"×6'-0" 13'-5"×8'-11 1/2" 3'-6"×8'-11 1/2" 3'-6"×8'-11 1/2" 1'-8"×6'-0" 1'-8"×6'-0" 18'-8"×2'-9" 3'-0"×6'-0" JAMB HEADER HEIGHT 9'-1" 9'-0" 9'-0" 9'-0" 9'-0 1/2" 9'-0" 9'-0 1/2" 9'-0" 9'-0" 9'-0" 9'-0 3/4" 9'-0" 9'-0" 9'-0 1/2" 9'-0" 9'-0" 9'-0" 9'-0" 7'-0" 9'-0" REMARKS w/SIDELITE w/SIDELITE OPTION WINDOW AND FULL VIEW DOOR: MFR: MARVIN COLOR: BLACK WINDOWS: SIGNATURE NARROW FRAME CLAD/WOOD, 2-3/16" PINE JAMBS, BARE WOOD INTERIOR, 1⅛" OGEE SDL w/ BLACK SPACER BAR, WHITE HARDWARE, LOW-E 366, HIGH TRANSPARANCY SCREENS DOORS: SIGNATURE METAL CLAD/WOOD, 4-9/16" PINE JAMBS, BARE WOOD INTERIOR, 1⅛" OGEE SDL w/BLACK SPACER BAR, MULTI- POINT HARDWARE, ADJUSTABLE BRONZE HINGES, LOW-E 366, BRONZE SILL & BLACK WEATHERSTRIPPING, NO SCREENS WINDOW AND FULL VIEW DOOR: MFR: QUAKER COLOR: TEXTURED BLACK EXT. & INT. WINDOWS: CITYLINE BEVEL 2-13/16" JAMBS, 7/8" RAISED COLT MUNTIN w/BLACK SPACER BAR, BLACK HARDWARE, LOW-E 366, HIGH TRANSPARANCY FLEX SCREENS DOORS: CITYLINE 4-9/16" JAMBS, 7/8" RAISED COLT MUNTIN w/BLACK SPACER BAR, MULTI- POINT MATTE BLACK DALLAS HARDWARE, ADJUSTABLE BLACK HINGES, LOW-E 366, BLACK SILL & BLACK WEATHERSTRIPPING, NO SCREENS FLOORING MATERIAL NOTE: PATTERNS ON FLOOR PLANS ARE REPRESENTATION ONLY, EXACT LAYOUT AND PATTERN TO BE DETERMINED TRUSS MFR. NOTE: TYPICAL FLOOR TRUSSES: LIVE LOAD 40 LBS/S.F. DEAD LOAD 20 LBS/S.F. DEFLECTION LIVE LOAD L/700 DEFLECTION TOTAL LOAD L/360 CONTRACTOR NOTE: ALL TRADES ARE FULLY RESPONSIBLE FOR THE SPECIFIC DIMENSIONS, ENGINEERING AND STORAGE OF THEIR MATERIAL. TRADES MUST COORDINATE WITH GENERAL CONTRACTOR TO VERIFY THAT THEIR MATERIALS WILL COMPLY WITH THIS LAYOUT. GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE MUST APPROVE OF ALL VARIATIONS FROM THIS LAYOUT PRIOR TO CONSTRUCTION. IF DURING CONSTRUCTION IT IS DISCOVERED THAT ANY PRIOR TRADES HAVE DONE WORK THAT DOESN'T CONFORM TO THIS LAYOUT, WORK MUST NOT CONTINUE UNTIL GENERAL CONTRACTOR OR OWNER'S REPRESENTATIVE HAS APPROVED THE DISCREPANCY. THESES DOCUMENTS HAVE BEEN CREATED IN GOOD FAITH AND ARE THOUGHT TO BE ACCURATE AND RELIABLE. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE INFORMATION AND DOCUMENTATION THAT MEETS OR EXCEEDS INDUSTRY STANDARDS AND BUILDING CODES AT THE TIME OF THEIR CREATION. HOWEVER, ESKUCHE DESIGN MAKES NO WARRANTY OR GUARANTEE EXPRESSED OR IMPLIED OF THEIR CURRENT CONFORMITY AND FURTHERMORE, ANY DEVIATION FROM THESE DOCUMENTS RELEASES ESKUCHE DESIGN FROM ANY AND ALL LIABILITY GENERAL NOTES: EXTERIOR WALL W/ STUDS @ 16" O.C. W/ 1/2" SHEATHINGAT EXTERIOR & 1/2" GYP. BOARD AT INTERIOR INTERIOR BEARING WALL W/ STUDS @ 16" O.C. W/ HORIZONTALBLOCKING BETWEEN STUDS & 1/2" GYP. BOARD BOTH SIDES INTERIOR WALL W/ STUDS @ 16" O.C. & 1/2" GYP. BOARD BOTH SIDES 2X4 FUR WALL W/ STUDS @ 19.2" O.C. & 1/2" AIR SPACE BETWEEN FND. WALL & STUDS W/ 1/2" GYP. BOARD ONE SIDE -BEAMS ARE BOTTOM FLUSH UNLESS INDICATED AS "DROPPED" -DIMENSIONS AT INTERIOR ARE CENTER TO CENTER INCLUDING 1/2" GYP. BD. EA. SIDE OF STUD (UNLESS NOTED F.F. FINISH TO FINISH) -DIMENSIONS AT EXTERIOR ARE TO FACE OF FRAMING -INTERIOR CEILING HEIGHTS INDICATED ON PLAN ARE APPROXIMATE SEE SECTIONS FOR EXACT HEIGHTS -REFER TO SHEETS PROVIDED BY STRUCTURAL ENGINEER FOR ADDITIONAL NOTES & DETAILS -INTERIOR DOORS TO BE FRAMED 3" FROM INSIDE CORNER UNLESS DIMENSIONED OTHERWISE. INSULATED WALLS IN ADDITION TO TYPICAL(EXTERIOR WALLS & PLUMBING WALLS) FLOOR TRUSSES AT TILE AREAS: LIVE LOAD 40 LBS/S.F. DEAD LOAD 25 LBS/S.F. DEFLECTION TOTAL LOAD L/600 DROP TOP CHORD 1½" AT TILE AREAS UNIT R.O. + 1/2"UNIT R.O.UNIT R.O. + 1/2"TEAR-AWAY L BEAD WOOD SILL (FURR AS REQ'D) 2 LAYERS GYP. BD. TEAR-AWAY L BEAD SLOPED/FLASHED FRAMING SILL 2 LAYERS GYP. BD. STRUCTURAL HEADER PER ENGINEERING JAMB & KING STUDS PER ENGINEERING TEAR-AWAY L BEAD FLOORING EXTEND TO WINDOW 2 LAYERS GYP. BD.UNIT R.O. + 1/2"CABINET COUNTERTOP 0'2' GRAPHIC SCALE 1'369 3 6 9 3 6 9 3 SHEETROCK RETURN DETAILS 3" = 1'-0" 2 SHEETROCK RETURN DETAILS 3" = 1'-0" SHEET A2 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 PERMIT SET 08 APRIL 2024 See Engineering Provide fire blocking vertically at ceilings and floors, and horizontally at intervals not exceeding 10'. Drain to daylight. Per MNF&G 505.4 Hoods exhausting in excess of 400cfm must provide heated makeup air at a rate approx equal to exhaust air rate Screens cannot be replaced with windows at any time without engineering and an additional permit. 51/4"R.O.R.O.51/4" 1x RIPPED CORNER TRIM 2x3 TRIM AT STUCCO & SIDING SEE SHEET S1 ½"THK TRIM w/ STOP AT SHIM TEAR-AWAY L BEAD TYPICAL 2 LAYERS GYP. BD. TYPICAL T1 206 204 205 200 213 214 211 212 210 209 8'-0" 2'-8" 8'-0" 2'-8" 8'-0" 2'-8" T3T4 8'-0" 2'-6" 207 8'-0"3'-4"8'-0" 2'-6" 201 202 203 8'-0" 2'-8" T5 T1 8'-0"2'-6"8'-0"2'-6"8'-0" 2'-6"8'-0"2'-6"8'-0" 2'-6" 1 A6 1 A5 2 A5 2 A6 3 A5 3 A6 A18 A18 A18 A19 A20 A18 A19 A20 17'-6"42'-0"20'-0"20'-0"12'-4"68'-6"40'-0"2'-9"19'-0 1/2"15'-11 1/2"23'-6"17'-4"5'-0"18'-0" 59'-6" 15'-6"10'-6"21'-0"2'-0"10'-6"6'-6"12'-9"4'-0 1/2"6'-6 1/2"22'-9 1/2"9'-7 3/4"5'-10"12'-8 3/4"80'-10"5'-5 1/2"7'-3 1/4"8 1/4" 6'-4 1/2"5'-11 1/4"4'-11 1/2"2'-3"4'-3 1/2"10'-3 1/2"4'-9"7'-9"6'-6"4'-9"6'-11 3/4"3'-11 1/2"4'-7 1/2"4'-10 1/2"7'-6"4'-5 3/4"3'-3 1/2"5'-6"4'-11 1/2" 23'-0"3'-6"3'-8"4'-1" 6'-0"4'-0"4'-0"1'-10 1/8"3'-6"3'-6"DN 20R STAIRS BATH 2 W.I. 2 BATH 3 W.I. 4 W.I. 3 BATH 4 UPPER LANDING OPEN TO FOYER BELOW 11'-1⅛" CLG CURBED TILE SHOWER & BENCH w/GLASS DOOR TILE TILE TILE CARPET CARPET CARPET CARPET CARPET WOOD HALL WOOD PKT DRPKT DRCURBED TILE SHOWER & BENCH w/GLASS DOOR 2x6 2x62x62x6 2x62x62x62x6 2x62x62x6 2x6 LINEN GIRDERLVL HEADERLVL HEADERLVL HEADERFLUSH 2x BEAM LVL HEADER LVL HEADER2x HEADERLVL HEADER UPSET LVL HEADER UPSET LVL HEADER UPSET LVL HEADER UPSET STEEL HEADER208 2 A7 2 A7 4 A7 4 A7 3 A7 3 A7 1 A8 1 A8 2 A8 2 A8 3 A8 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' A19 A20 17'-11 1/2"21'-0"20'-6 1/2" 5'-0" SEE 3/S2 & 2/A3 SEE 3/S2 & 2/A3 TYP CEILING HEIGHT = 9'-1⅛" APPROX. SF = 1,596 FINISHED UPPER LEVEL FLOOR PLAN24" ROOF TRUSS24" O.C.STACKEDW/DBEDROOM 2 BEDROOM 4 BEDROOM 3 LAUNDRY 18" ROOF TRUSS 24" O.C. TILE CARPET PKT DRPKT DRPKT DR 18" ROOF TRUSS 24" O.C. 18" ROOF TRUSS 24" O.C. 18" ROOF TRUSS 24" O.C. 18" ROOF TRUSS 24" O.C.18" ROOF TRUSS24" O.C.SEE 3/S2 SEE 3/S2 18" ROOF TRUSS24" O.C.1 A7 1 A7 UPPER LEVEL WINDOW & GLASS DOOR SCHEDULE MARK 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 T1 T1 T3 T4 T5 UNIT CALL NUMBER CASEMENT CASEMENT FIXED SASH FIXED SASH FIXED SASH FIXED SASH 2W FIXED SASH 3W FIXED SASH 4W FIXED SASH FIXED SASH CASEMENT CASEMENT CASEMENT 2W CASEMENT 2W CASEMENT 4W DIRECT SET 4W DIRECT SET 4W DIRECT SET 4W DIRECT SET DIRECT SET QTY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 UNIT SIZE 3'-6"×7'-6" 3'-6"×7'-6" 5'-0"×7'-6" 4'-0"×7'-6" 4'-0"×7'-6" 3'-0"×7'-6" 7'-0"×5'-0" 15'-8"×5'-0" 18'-0"×2'-7" 7'-0"×7'-6" 3'-6"×7'-6" 3'-6"×7'-6" 2'-8"×7'-6" 6'-0"×7'-6" 6'-0"×7'-6" 18'-0"×2'-0" 18'-8"×2'-0" 18'-8"×2'-0" 18'-8"×2'-0" 3'-6"×2'-0" JAMB HEADER HEIGHT 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 8'-1" 14'-6" 14'-6" 14'-6" 14'-6" 14'-6" REMARKS OPTION WINDOW AND FULL VIEW DOOR: MFR: MARVIN COLOR: BLACK WINDOWS: SIGNATURE NARROW FRAME CLAD/WOOD, 2-3/16" PINE JAMBS, BARE WOOD INTERIOR, 1⅛" OGEE SDL w/ BLACK SPACER BAR, WHITE HARDWARE, LOW-E 366, HIGH TRANSPARANCY SCREENS DOORS: SIGNATURE METAL CLAD/WOOD, 4-9/16" PINE JAMBS, BARE WOOD INTERIOR, 1⅛" OGEE SDL w/BLACK SPACER BAR, MULTI- POINT HARDWARE, ADJUSTABLE BRONZE HINGES, LOW-E 366, BRONZE SILL & BLACK WEATHERSTRIPPING, NO SCREENS WINDOW AND FULL VIEW DOOR: MFR: QUAKER COLOR: TEXTURED BLACK EXT. & INT. WINDOWS: CITYLINE BEVEL 2-13/16" JAMBS, 7/8" RAISED COLT MUNTIN w/BLACK SPACER BAR, BLACK HARDWARE, LOW-E 366, HIGH TRANSPARANCY FLEX SCREENS DOORS: CITYLINE 4-9/16" JAMBS, 7/8" RAISED COLT MUNTIN w/BLACK SPACER BAR, MULTI- POINT MATTE BLACK DALLAS HARDWARE, ADJUSTABLE BLACK HINGES, LOW-E 366, BLACK SILL & BLACK WEATHERSTRIPPING, NO SCREENS FLOORING MATERIAL NOTE: PATTERNS ON FLOOR PLANS ARE REPRESENTATION ONLY, EXACT LAYOUT AND PATTERN TO BE DETERMINED TRUSS MFR. NOTE: TYPICAL FLOOR TRUSSES: LIVE LOAD 40 LBS/S.F. DEAD LOAD 20 LBS/S.F. DEFLECTION LIVE LOAD L/700 DEFLECTION TOTAL LOAD L/360 CONTRACTOR NOTE: ALL TRADES ARE FULLY RESPONSIBLE FOR THE SPECIFIC DIMENSIONS, ENGINEERING AND STORAGE OF THEIR MATERIAL. TRADES MUST COORDINATE WITH GENERAL CONTRACTOR TO VERIFY THAT THEIR MATERIALS WILL COMPLY WITH THIS LAYOUT. GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE MUST APPROVE OF ALL VARIATIONS FROM THIS LAYOUT PRIOR TO CONSTRUCTION. IF DURING CONSTRUCTION IT IS DISCOVERED THAT ANY PRIOR TRADES HAVE DONE WORK THAT DOESN'T CONFORM TO THIS LAYOUT, WORK MUST NOT CONTINUE UNTIL GENERAL CONTRACTOR OR OWNER'S REPRESENTATIVE HAS APPROVED THE DISCREPANCY. THESES DOCUMENTS HAVE BEEN CREATED IN GOOD FAITH AND ARE THOUGHT TO BE ACCURATE AND RELIABLE. EVERY ATTEMPT HAS BEEN MADE TO PROVIDE INFORMATION AND DOCUMENTATION THAT MEETS OR EXCEEDS INDUSTRY STANDARDS AND BUILDING CODES AT THE TIME OF THEIR CREATION. HOWEVER, ESKUCHE DESIGN MAKES NO WARRANTY OR GUARANTEE EXPRESSED OR IMPLIED OF THEIR CURRENT CONFORMITY AND FURTHERMORE, ANY DEVIATION FROM THESE DOCUMENTS RELEASES ESKUCHE DESIGN FROM ANY AND ALL LIABILITY GENERAL NOTES: EXTERIOR WALL W/ STUDS @ 16" O.C. W/ 1/2" SHEATHINGAT EXTERIOR & 1/2" GYP. BOARD AT INTERIOR INTERIOR BEARING WALL W/ STUDS @ 16" O.C. W/ HORIZONTALBLOCKING BETWEEN STUDS & 1/2" GYP. BOARD BOTH SIDES INTERIOR WALL W/ STUDS @ 16" O.C. & 1/2" GYP. BOARD BOTH SIDES 2X4 FUR WALL W/ STUDS @ 19.2" O.C. & 1/2" AIR SPACE BETWEEN FND. WALL & STUDS W/ 1/2" GYP. BOARD ONE SIDE -BEAMS ARE BOTTOM FLUSH UNLESS INDICATED AS "DROPPED" -DIMENSIONS AT INTERIOR ARE CENTER TO CENTER INCLUDING 1/2" GYP. BD. EA. SIDE OF STUD (UNLESS NOTED F.F. FINISH TO FINISH) -DIMENSIONS AT EXTERIOR ARE TO FACE OF FRAMING -INTERIOR CEILING HEIGHTS INDICATED ON PLAN ARE APPROXIMATE SEE SECTIONS FOR EXACT HEIGHTS -REFER TO SHEETS PROVIDED BY STRUCTURAL ENGINEER FOR ADDITIONAL NOTES & DETAILS -INTERIOR DOORS TO BE FRAMED 3" FROM INSIDE CORNER UNLESS DIMENSIONED OTHERWISE. INSULATED WALLS IN ADDITION TO TYPICAL(EXTERIOR WALLS & PLUMBING WALLS) FLOOR TRUSSES AT TILE AREAS: LIVE LOAD 40 LBS/S.F. DEAD LOAD 25 LBS/S.F. DEFLECTION TOTAL LOAD L/600 DROP TOP CHORD 1½" AT TILE AREAS 0' GRAPHIC SCALE 1'369 3 6 9 2 CORNER WINDOW DETAIL SHEET A3 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 PERMIT SET 08 APRIL 2024 See Engineering Attic access is required. Shall be not less than 22" x 30" and be located in an accessible location. R.C.R.C. R.C. R.C. R.C. D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S.D.S. D.S. D.S.D.S. R.C. R.C. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. 2'-2 1/4"2'-2 1/4"2'-2 1/4"10'-10 1/8"8'-4 1/8"7'-6 1/8"2'-2 1/4"2'-2 1/4"9'-6 1/4"6'-0 3/4"7'-10 3/4"2'-2 1/4"2'-2 1/4"2'-2 1/4"2'-2 1/4"2'-2 1/4"2'-2 1/4"18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS 24" O.C. 18" ROOF TRUSS 24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS 24" O.C.18" ROOFTRUSS 24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.GIRDER TRUSSGIRDER TRUSSGIRDER TRUSS GIRDER TRUSS 18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.1 A6 1 A5 2 A5 2 A6 3 A5 3 A6 2'-2 1/4"3'-10 1/8"3'-5 1/2"1'-8 1/4"2'-2 1/4"2'-2 1/2"2'-1 1/2" 2'-2 1/4"2'-2 1/4"2'-1 1/4"2'-2 1/4"2'-2 1/4"2'-3 1/8"2 A7 2 A7 4 A7 4 A7 3 A7 3 A7 1 A8 1 A8 2 A8 2 A8 3 A8 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10'2'-1 1/2"ROOF LAYOUT PLAN24" ROOF TRUSS24" O.C.18" ROOF TRUSS 24" O.C. 18" ROOF TRUSS 24" O.C. 18" ROOF TRUSS 24" O.C. 18" ROOF TRUSS 24" O.C. 18" ROOF TRUSS 24" O.C.18" ROOF TRUSS24" O.C.18" ROOF TRUSS24" O.C.1 A7 1 A7 DOWN SPOUT LOCATIONS GUTTERS WOOD SOFFIT LOCATION +10'-6 3/4" ROOF KEY: FIELD FRAMED GIRDER BY MANF. BEARING WALL CONTINOUS RIDGE VENT ELEVATION M.L. SUBFLOOR TO TOP OF HEEL, RIDGE & PITCH TRANSITIONS TYPICAL ROOF PITCH = FLAT w/SLOPED RIGID INSUL. (UNLESS NOTED OTHERWISE) TYPICAL OVERHANG EAVE = SEE PLAN (UNLESS NOTED OTHERWISE) D.S. SEE ROOF PLAN EXTERIOR WALLCONSTRUCTION EXTERIOR WALLCONSTRUCTION FLAT ROOFCONSTRUCTION EPDM MEMBRANE/ FLASHING DRAINS INTO GUTTER GUTTER 1x12 ON 1x12 TRIM WOOD SOFFIT or COMPOSITE SOFFIT (SEE ROOF PLAN FOR LOCATIONS) METAL FLASHING 0'2' GRAPHIC SCALE 1'369 3 6 9 3 6 9 3 6 9 3' 2 EAVE DETAIL SHEET A4 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 PERMIT SET 08 APRIL 2024 L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1" GLASS PANEL OVERHEAD DOORS w/STUCCO RETURN TO BUCK METAL LOUVER AWNING2x2 CEDAR STRIPS GAPPED @ ¼", BELOW DECKING L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1"28'-1" BUILDING HEIGHT<30'-0" MAX.10'-0"13'-7 3/4"THINSTONE VENEER WRAPPED APPROX 24" TO DOOR TYP FLAT ROOFS: -EPDM ROOFING -1x12 on 1x12 FASCIA TRIM -WOOD SOFFIT AT OVERHANG -METAL 5"x8" RECT. GUTTERS w/BRACKETS 24" O.C. & 3"x4" DOWNSPOUTS w/BRACKETS 48" O.C. 20" TALL METAL LOUVER TYP AT CHIMNEY HORIZONTAL SIDING TYP. LIGHT STUCCO FINISH TYP. PANEL SIDING w/FLASHING TYP. 2¼" THK CUT STONE CAP METAL HANDRAIL w/ CABLE RAILING TYP 1x6 PADDED FRIEZE TRIM TYP. 1x10 WRAPPED COLUMNS TYP THINSTONE VENEER TYP DARK STUCCO FINISH TYP. PANEL SIDING STUCCO FINISH AT RECESSED WINDOW 1x10 PADDED CORNER TRIM RIPPED TO FIT TYP. 1x3 WINDOW TRIM AT HORIZ. SIDING PANEL SIDING 1x8 & 1x10 PADDED TRIM w/VERTICAL FLASHING AT WIDE CORNERS TYP. RAIN CHAIN FLUSH WOOD OVERHEAD DOOR FOUNDATION WALLS & FOOTINGS TYP LOWEST PROPOSED GRADE 952.1' REFERENCE LINE HIGHEST EXISTING GRADE 965.0' ROOF DEFINED (TOP OF CORNICE) 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 2 WEST ELEVATION 1 NORTH ELEVATION 3 WEST HIDDEN ELEVATION SHEET A5 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 PERMIT SET 08 APRIL 2024 Retaining walls over 4' require engineering and a separate permit. L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1" METAL VERTICAL LOUVER SCREEN L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1"2'-0"15'-10 3/8"M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1" 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 2 EAST ELEVATION 1 SOUTH ELEVATION 3 EAST HIDDEN ELEVATION SHEET A6 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 PERMIT SET 08 APRIL 2024 L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" SCREEN PORCHGRILL DECK REC ROOM 8'-10"2'-0 3/4"9'-11 1/8"2'-0 3/4"1'-6 3/4"9'-1 1/8"9'-4 3/4"1'-6"10'-11 1/8"1'-0"1'-0"8'-4 3/4"8'-10"1 1/2"BATH 2W.I. 2W.I. 3 OWNER'S BEDROOM OWNER'S W.I.C.LAUNDRY STORAGEMECHANICAL BEDROOM 2BEDROOM 3 L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1"1'-0"10'-5 1/2"5 1/4"2'-0 3/4"9'-11 1/8"9'-1 1/8"1'-6 3/4"9'-4 3/4"1'-6"10'-11 1/8"1'-6 3/4"1'-0"HALLBEDROOM 3 LOWER GARAGE GARAGE L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1" 3 CAR GARAGE LOWER GARAGE BEDROOM 4 L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1"2'-3 1/2"3'-2 1/2"5'-7 1/2"8'-10"2'-0 3/4"9'-11 1/8"1'-6 3/4"2'-0 3/4"9'-1 1/8"1'-6 3/4"9'-11 1/8"2'-0 3/4"11'-1 1/8"2'-0 3/4"6"9'-1 1/8"8'-10"2'-0 3/4"9'-11 1/8"1'-6 3/4"10'-9 1/2"5 1/4"10'-10 3/4"STORAGE O. BEDROOM OFFICE BEDROOM 2 UPPER LANDING LANDING STAIRS SCULLERY BEDROOM 5 GRILL DECK TYP. CONSTRUCTION NOTES LOWER LEVEL SLAB CONSTRUCTION -3½" POURED CONC. SLAB w/ FIBER MESH REINFORCING -2" RIGID INSULATION -POLY-VAPOR BARRIER -MIN. 4" GRANULAR BED TYP. TRUSS FLOOR CONSTRUCTION -FINISHED FLOOR -3/4" T&G PLYWOOD SUBFLOOR -MFR. FLOOR TRUSSES (SEE PLAN FOR SPACING) -SEE SPEC FOR RIM INSULATION -5/8" GYP. BD. TYP. FOUND. WALL CONST. -R-10 FOUNDATION WATERPROOF & INSULATION SYSTEM -POURED CONC. -2x4 FUR WALL w/ R-5 INSULATION -½" GYP. BD. TYP. MDO WALL CONST. -FINISH MATERIAL -2 LAYERS GRADE-D BUILDING PAPER -1/2" CDX PLYWOOD -2X6 STUDS @ 16" O.C. -SEE SPEC. FOR INSULATION -1/2" GYP. BD. TYP. SIDING / STUCCO WALL CONST. -FINISH MATERIAL -SURE CAVITY DRAIN MAT -CLASS DD BUILDING PAPER -1/2" CDX PLYWOOD -2X6 STUDS @ 16" O.C. -SEE SPEC FOR INSULATION -1/2" GYP. BD. PORCH FLOOR CONSTRUCTION -THINSET STONE -CONC. SLAB (2½" MIN) -EPDM ROOFING FULLY ADHERED -FIBER PROTECTION BOARD -PITCHED RIGID INSULATION @ 1/8" PER FOOT. MIN. -¾" CDX PLYWOOD SHEATHING -MFR. FLOOR TRUSSES (SEE PLAN FOR SPACING) -SEE SPEC FOR INSULATION -5/8" GYP. BD. GARAGE FLOOR CONSTRUCTION -4" POURED CONC. SLAB w/ FIBER MESH REINFORCING -6" RIGID INSULATION -PRECAST CONCRETE PLANK FLAT ROOF CONSTRUCTION -EPDM ROOFING FULLY ADHERED -FIBER PROTECTION BOARD -PITCHED RIGID INSULATION -5/8" CDX PLYWOOD SHEATHING -MFR. ROOF TRUSSES @ 2'-0" O.C. -SEE SPEC FOR INSULATION -5/8" GYP. BD. FLOOR CONST. ABOVE GARAGE -FINISHED FLOOR -¾" T&G PLYWOOD SUBFLOOR -MFR. FLOOR TRUSSES (SEE PLAN FOR SPACING) -SEE SPEC FOR INSULATION -5/8" FIRE-RATED GYP. BD. DECK FLOOR CONST. -THINSET STONE -TREATED JOISTS -CEILING FINISH (BTM OF JOIST) 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 2 GARAGE / O. BEDROOM SECTION 1 GARAGE SECTION 4 O. BEDROOM / GRILL DECK SECTION 3 GRILL DECK / SCREEN PORCH SECTION SHEET A7 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 PERMIT SET 08 APRIL 2024 L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1"4'-0"8'-10"1'-0 3/4"10'-11 1/8"1'-6 3/4"17'-0"1'-6 3/4"8'-10"2'-0 3/4"14'-11 1/4"9'-11 1/8"7 3/4"4'-4 3/8"8'-10"2'-0 3/4"14'-11 1/4"I.R. HEATER GREAT ROOM KITCHEN SCREEN PORCH REC ROOMBILLIARDSGYM L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1"14'-11 1/4"1'-6 3/4"DININGKITCHENSCULLERYBOURBON ROOM COVERED ENTRY BILLIARDS BARBEDROOM 5BATH 5BACKFILL8'-10"2'-0 3/4"9'-11 1/8"1'-6 3/4"8'-10"2'-0 3/4"9'-11 1/8"1'-6 3/4"L.L. SLAB 953.6' -10'-10 3/4" M.L. SUBFLOOR 964.5' ±0" U.L. SUBFLOOR +11'-11 7/8" U.L. CEILING +21'-1"8'-10"14'-11 1/4"1'-6 3/4"2'-0 3/4"8'-10"2'-0 3/4"9'-11 1/8"9'-1 1/8"2'-0 3/4"2'-0"2'-0 3/4"8'-10"2'-0 3/4"23'-1"8"9'-11 1/8"9'-10 1/2"9 1/4"10'-7 1/8"9'-11 1/8"1'-6 3/4"8"GYMSTUDIOLANDINGBACKFILL GREAT ROOM FOYER COVERED ENTRY UPPER LANDING COVERED PATIO TYP. CONSTRUCTION NOTES LOWER LEVEL SLAB CONSTRUCTION -3½" POURED CONC. SLAB w/ FIBER MESH REINFORCING -2" RIGID INSULATION -POLY-VAPOR BARRIER -MIN. 4" GRANULAR BED TYP. TRUSS FLOOR CONSTRUCTION -FINISHED FLOOR -3/4" T&G PLYWOOD SUBFLOOR -MFR. FLOOR TRUSSES (SEE PLAN FOR SPACING) -SEE SPEC FOR RIM INSULATION -5/8" GYP. BD. TYP. FOUND. WALL CONST. -R-10 FOUNDATION WATERPROOF & INSULATION SYSTEM -POURED CONC. -2x4 FUR WALL w/ R-5 INSULATION -½" GYP. BD. TYP. MDO WALL CONST. -FINISH MATERIAL -2 LAYERS GRADE-D BUILDING PAPER -1/2" CDX PLYWOOD -2X6 STUDS @ 16" O.C. -SEE SPEC. FOR INSULATION -1/2" GYP. BD. TYP. SIDING / STUCCO WALL CONST. -FINISH MATERIAL -SURE CAVITY DRAIN MAT -CLASS DD BUILDING PAPER -1/2" CDX PLYWOOD -2X6 STUDS @ 16" O.C. -SEE SPEC FOR INSULATION -1/2" GYP. BD. PORCH FLOOR CONSTRUCTION -THINSET STONE -CONC. SLAB (2½" MIN) -EPDM ROOFING FULLY ADHERED -FIBER PROTECTION BOARD -PITCHED RIGID INSULATION @ 1/8" PER FOOT. MIN. -¾" CDX PLYWOOD SHEATHING -MFR. FLOOR TRUSSES (SEE PLAN FOR SPACING) -SEE SPEC FOR INSULATION -5/8" GYP. BD. GARAGE FLOOR CONSTRUCTION -4" POURED CONC. SLAB w/ FIBER MESH REINFORCING -6" RIGID INSULATION -PRECAST CONCRETE PLANK FLAT ROOF CONSTRUCTION -EPDM ROOFING FULLY ADHERED -FIBER PROTECTION BOARD -PITCHED RIGID INSULATION -5/8" CDX PLYWOOD SHEATHING -MFR. ROOF TRUSSES @ 2'-0" O.C. -SEE SPEC FOR INSULATION -5/8" GYP. BD. FLOOR CONST. ABOVE GARAGE -FINISHED FLOOR -¾" T&G PLYWOOD SUBFLOOR -MFR. FLOOR TRUSSES (SEE PLAN FOR SPACING) -SEE SPEC FOR INSULATION -5/8" FIRE-RATED GYP. BD. DECK FLOOR CONST. -THINSET STONE -TREATED JOISTS -CEILING FINISH (BTM OF JOIST)6"1'-03/4"6"T.O. M.L. SUBFLOORDECK FLOOR CONST. PROVIDE SOLID BLOCKING FOR RAILING ATTACHMENT (WATERPROOF AROUND BLOCKING) 1x8 TRIM w/FLASHING ON 1x BLKG MDO PLYWOOD 1x12 TRIM BOARD w/2x BLOCKING FLASHING TO WEEP BEHIND TRIM SEE ROOF PLAN EPDM MEMBRANE/ FLASHING DRAINS INTO GUTTER GUTTER 1x12 ON 1x12 TRIM WOOD SOFFIT or COMPOSITE SOFFIT (SEE ROOF PLAN FOR LOCATIONS) FLAT ROOFCONSTRUCTION 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10'0'2' GRAPHIC SCALE 1'369 3 6 9 3 6 9 3 6 9 3'3 GREAT ROOM / PORCH SECTION 1 BOURBON / DINING SECTION 2 FOYER / GREATROOM SECTION 5 SCREEN PORCH 4 COVERED ENTRY ROOF SHEET A8 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 SAGA HILL RESIDENCE 4423 N. SHORE DR. ORONO, MN 55364 952-476-2679 18352 Minnetonka Blvd Deephaven, MN 55391 PERMIT SET 08 APRIL 2024 FOUNDATION PLAN SHOWN FOR LOCATION REFERENCE ONLY 1 S1 REFERENCE PLAN PROJECT SCOPE DESIGN OF CAST-IN-PLACE CONCRETE, STEEL, AND WOOD FRAMING FOR A PROPOSED SINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. GENERAL NOTES 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY ESKUCHE DESIGN GROUP LAST DATED 4-8-24 FOR MORE INFORMATION. 2. IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE HANSON GROUP FOR REVIEW. PROVIDE FINAL TRUSS LAYOUTS TO THE HANSON GROUP PRIOR TO CONSTRUCTION AND MATERIAL ACQUISITION. 3. ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE. 5. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. FOUNDATION NOTES 1. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE. 2. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF EACH END AS APPLICABLE. 3. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. 4. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT. 5. BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROST DEPTH (4'-0" MINIMUM). 6. PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEM AT TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING. 7. PRECAST PLANK IS TO BE IN PLACE, DOWELED, AND GROUTED PRIOR TO BACKFILLING OF SUPPORTING FOUNDATION WALLS. FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING. 8. PRECAST MANUFACTURER IS TO DESIGN PLANK FOR SELFWEIGHT & TOPPING DEAD LOAD PLUS A LIVE LOAD OF 50 PSF OR A 2,000 LB CONCENTRATED LOAD. 9. SITE ELEMENTS INCLUDING LANDSCAPING RETAINING WALLS ARE NOT INCLUDED IN THE SCOPE OF THESE DRAWINGS UNLESS SPECIFICALLY NOTED. FRAMING NOTES 1. ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10 MEMBERS SHOWN MAY BE SUBSTITUTED WITH (2) 1¾"x7¼" LVL OR (3) 1¾"x5½" LVL AS REQUIRED. 2. ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH END AND TWO AT INTERMEDIATE SUPPORTS. ALL 2-PLY LVL AND GIRDER TRUSS MEMBERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. 3-PLY LVL AND GIRDER TRUSS MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED FOR LVL SUBSTITUTED FOR STANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. 3. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END. EXTERIOR OPENINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGS GREATER THAN TEN FEET IN WIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING STUDS IS THE FULL LENGTH OF THE HEADER. 4. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST CAPS, AND POST BASES. 5. CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4 WSP (TYP.) AND CS-WSP (LOCATIONS NOTED IN 'C' ONLY). A. 2x6 STUDS SPACED @ 16" O.C. B. WALL SHEATHING: 1" ZIP SYSTEM R-SHEATHING w/ 0.131" x 212" SHANK NAILS @ 4" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 2" LONG 16 GAUGE STAPLES @ 3" / 6" SPACING UNLESS NOTED OTHERWISE. C. IN ALL ENGINEERED SHEAR WALL DETAILS (9/S2, 1/S3, 2/S3, 3/S3, 4/S3, & 6/S3) WALL SHEATHING TO BE: 7 16" MIN. STRUCTURAL PANEL SHEATHING w/ FASTENING AS NOTED IN DETAIL. FOR ADDITIONAL USE OF THESE PANELS PROVIDE 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING UNLESS NOTED OTHERWISE. 7. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O. A. 2x4 OR 2x6 STUDS SPACED @ 16" O.C. B. WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (5 8" MINIMUM STUD PENETRATION) 8. ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. A. FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C. B. FLOOR SHEATHING: 3 4" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 9. ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. A. ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C. B. FASTEN ALL ROOF FRAMING TO TOP PLATES WITH USP RT7 OR SIMPSON H2.5 CLIPS OR EQUIVALENT AND (4) 0.131"Ø x 3" TOENAILS. C. ROOF SHEATHING: 12" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. VERIFY IF ROOFING OR HOUSE PLANS REQUIRE THICKER MATERIAL. LOW SLOPE ROOFS TO HAVE 3 4" MIN. STRUCTURAL PANEL SHEATHING. D. PROVIDE FULL DEPTH BLOCKING BETWEEN TRUSSES AT ENERGY HEELS OR TOP AND BOTTOM BLOCKING SHEATHED PER FRAMING NOTE 6. BLOCKING TO EXTEND FROM WALL TOP PLATES TO WITHIN 2" OF ROOF SHEATHING. 10. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION. SQUASH BLOCKING TO 2x8 MATERIAL AT OVERHUNG PLATES, EXCEPT AT PSL LOCATIONS. 11. STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGERED EACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS AS REQUIRED FOR TOP FLANGE HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACED LATERALLY BY FLOOR SYSTEM AT 48" O.C. MAX AND AT ENDS TYP. 12. FOR JOIST TO FLUSH STEEL BEAM CONNECTIONS, BLOCK WEB SPACE SOLID w/ LUMBER TIGHT BETWEEN FLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. STAGGERED. HANGER JOISTS BY SUPPLIER. 13. PROVIDE 14" FULL DEPTH WEB STIFFENER PLATES OR END PLATES EACH SIDE OF WEB OVER ALL STEEL BEAM SUPPORTS, DIRECTLY BELOW STACKED STEEL BEAMS, AND AT ENDS OF CANTILEVERS. STEEL COLUMN TOP AND BOTTOM PLATES ARE BY THE MANUFACTURER (R = 40 KIPS UNLESS NOTED OTHERWISE). STEEL SHEAR CLIP CONNECTIONS (R = 20 KIPS UNLESS NOTED OTHERWISE) ARE BY THE MANUFACTURER. 14. VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS. 15. ALL OTHER FASTENERS TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). 16. ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO SHEATHING / GYP BOARD AS NOTED ABOVE (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR). 17. CUT PSL POSTS TO FIT EXCEPT AT STRUCTURAL BRACKETS. DO NOT BLOCK WITH WOOD PLATE MATERIAL, CRUSHING WOULD OCCUR. FASTEN STEEL BEAMS TO ALL POSTS / STUDS w/ (4) 14"Ø x 5" SIMPSON SDS OR EQUIVALENT STRUCTURAL WOOD SCREWS. WHERE TWO BEAMS BEAR AT ONE POST, TWO SCREWS PER BEAM ARE REQUIRED. AT BOTTOM, PSL TO BEAR DIRECTLY ON CONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE. 18. A BRACED WALL REVIEW HAS BEEN PERFORMED. DUE TO FULL ENGINEERING PROVIDED, EXTERIOR BRACED WALLS ARE NOT SHOWN FOR CLARITY, BUT ARE COVERED BY CONTINUOUS SHEATHING AND CONNECTIONS NOTED ABOVE. INTERIOR BRACED WALL ELEMENTS AND CONNECTIONS ARE SHOWN IN THESE DRAWINGS AS REQUIRED, AS WELL AS ENGINEERED WIND RESISTING ELEMENTS THAT DO NOT MEET PRESCRIPTIVE CODE REQUIREMENTS. 19. IT IS THE OPINION OF THE HANSON GROUP THAT THE COVERED ENTRY, SCREENED PORCH, AND DECK ARE PRIMARILY OPEN, NON-ESSENTIAL STRUCTURES AND ARE EXCLUDED FROM THE OVERALL MAIN WINDFORCE RESISTING SYSTEM OF THE HOME. PROVIDE CODE REQUIRED UPLIFT CONNECTIONS AT POSTS AND TENSION CONNECTORS AR LEDGERS. 20. TALL WALLS ARE DESIGNED FOR H/180 DEFLECTION CRITERIA (SIDING), H/240 DEFLECTION CRITERIA (STONE), AND H/360 DEFLECTION CRITERIA (STUCCO). CONTACT THE HANSON GROUP IF ADDITIONAL STIFFNESS IS REQUIRED. 21. TRUSS SUPPLIERS DESIGNING ELEMENTS TO SUPPORT CONCRETE OR STONE VENEER ARE TO USE 1.5 X DEAD LOAD PLUS LIVE LOAD AND L/600 DEFLECTION CRITERIA TO RESIST LONG TERM CREEP AND FINISHED MATERIAL DISTRESS. SIMILAR DESIGN REQUIREMENTS PERTAIN TO TRUSSES SUPPORTING HEARTH / MANTLE STONE. MATERIALS CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,500 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE) CONCRETE WALLS: F'c = 3,500 PSI @ 28 DAYS REINFORCING STEEL: ASTM A615 GRADE 60 STRUCTURAL STEEL: ANGLES/MISC - ASTM A36 (Fy = 36KSI) TUBES - ASTM A500 Gr. B (Fy = 46 KSI) W SECTIONS - ASTM A992 (Fy = 50 KSI) AGGREGATE: FOOTINGS - 112" MAX WALLS/SLABS - 3 4" MAX ON-SITE SOIL:SANDY-CLAY (GROUP II) ASSUMED geq = 45 PSF/FT (ACTIVE) IF CLAY SOILS ARE ENCOUNTERED, BACKFILL w/ SAND FULL HEIGHT BACKFILL SOIL:SAND (GROUP I) TO BE USED WHERE NOTED: geq = 30 PSF/FT (ACTIVE) WALL STUDS (10' OR LESS): SPF STUD GRADE OR BETTER WALL STUDS (OVER 10'): SPF NO.2 GRADE OR BETTER DIMENSIONAL LUMBER: SPF NO.2 GRADE OR BETTER TREATED LUMBER:SYP NO.2 GRADE OR BETTER TREATED GLULAM:SYP 26FV4 LVL:13 4" WIDTH - Fb = 2600 PSI, E = 1,900,000 PSI LVL (2x6 ALT):LP SOLIDSTART - 112" WIDTH - 2.0E OR BETTER PSL:Fb = 2400 PSI, Fc = 2500 PSI, E = 1,800,000 PSI LSL STUDS:Fb = 1700 PSI, E = 1,300,000 PSI LSL STUDS (2x8):112" WIDTH - E = 1,500,000 PSI ALLOWABLE SOIL BEARING PRESSURE: 2,000 PSF (ASSUMED) CONCRETE PAD FOOTING SCHEDULE MARK FOOTING SIZE REINFORCEMENT EACH WAY F1 2'-0" x 2'-0" x 0'-8"NONE F2 2'-6" x 2'-6" x 0'-8"#5 BARS @ 12" O.C. F3 3'-0" x 3'-0" x 1'-0" #5 BARS @ 12" O.C. F4 3'-6" x 3'-6" x 1'-0"#5 BARS @ 12" O.C. F5 4'-0" x 4'-0" x 1'-0" #5 BARS @ 12" O.C. F6 4'-6" x 4'-6" x 1'-0" #5 BARS @ 12" O.C. LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING F2 FOOTING MAY BE 12" THICK UNREINFORCED Project Number: Date:S11Sheets: of DescriptionDateRevision 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Print Name: Signed: License Number: Trevor Axner 45470Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. COPYRIGHT HANSON GROUP, LLC 2024© Eskuche Design Group 18318 Minnetonka Blvd Deephaven, MN 55391 3 March 22, 2024 4.089 PLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. BUILDER IS REQUIRED TO SEND FINAL TRUSS LAYOUT DRAWINGS TO THE HANSON GROUP PRIOR TO CONSTRUCTION FOR VERIFICATION OF LOAD PATHS AND FRAMING SIZES LISTED Saga Hill Residence 4423 N Shore Dr Orono, MN HEADER TO SUPPORT WOOD FRAMING - SEE PLAN ADEQUATE FLASHING & WATERPROOFING BY OTHERS MEMBRANE AND INSULATION BY OTHERS DETAIL WOOD FRAMING CONNECTIONS TO PRECAST AT LOWER OVERHEAD DOOR 7 S1 FOUNDATION WALL BEYOND SEE 6/S1 CONCRETE PLANK PROVIDE SIMPSON HM9KT @ EVERY OTHER STUD TO TOP OF PLANK TO LATERALLY BRACE WOOD BEAM / WALL (INSTALL PRIOR TO MEMBRANE) 5-8-24 ABBREVIATIONS TYP. = TYPICAL SIM. = SIMILAR U.N.O. = UNLESS NOTED OTHERWISE O.C. = ON CENTER = CONTINUOUS OVER CODES 2020 MINNESOTA RESIDENTIAL CODE LOADS ROOF LIVE LOAD: 35 PSF (SNOW) ROOF DEAD LOAD:20 PSF FLOOR LIVE LOAD:40 PSF FLOOR DEAD LOAD:15 PSF FLOOR DEAD LOAD:25 PSF AT TILE FLOOR DEAD LOAD:90 PSF AT SCREEN PORCH / DECK (INCLUDES 6" MAX. TOPPING / THINSET / STONE) GARAGE LIVE LOAD: 50 PSF OR 2,000 LB CONCENTRATED 8" PRECAST DEAD LOAD: 65 PSF + TOPPING THIN STONE LOAD : 25 PSF (2" MAX.) WIND LOAD:115 MPH ULTIMATE EXP. C SLAB-ON-GRADE 10'-6"± TYP.9'-512"± AT SIM. SCREENED PORCH AREA w/ 12" FLOOR TRUSSESVERIFY w/ HOUSE PLANS20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING #4 HORIZ. BARS @ 24" O.C. VERTICAL BAR OPTIONS: #5 BARS @ 18" O.C. OR #6 BARS @ 24" O.C. 10" MIN. C.I.P. CONCRETE WALL 2" WALL SECTION 2 S1 TYPICAL HOUSE FOUNDATION WALLS w/ TOP CHORD BEARING TRUSSES SIMPSON A35 CLIP BOTH SIDES OF TRUSS w/ (6) 8dx112" NAILS EACH LEG OF EACH CLIP 2x8 MIN. SILL PLATE w/ 112" MAX. OVERHANG INSULATION BY OTHERS SEE HOUSE PLANS TOP-CHORD BEARING TRUSSES BY SUPPLIER @ 19.2" O.C. MAX. (2) 2x8 BLOCKING BETWEEN TRUSSES VERIFY IF TRUSSES REQUIRE WIDER SILL PLATE FOR BRG CLOSER TO WEB 12"Ø ANCHOR BOLT (7" MIN. EMBED) w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER @ 24" O.C. (23 4" FROM EDGES OF SILL / CONCRETE WALL) #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) - IF FOOTING IS HIGHER THAN SHOWN AND SLAB IS NOTCHED AT 112" DROPPED LOCATIONS NOTED ON HOUSE PLANS, INCREASE DOWELS TO 12" O.C. SPACING SEE 3/S1 FOR TOP OF WALL CONNECTIONS AT FLOOR NON-BEARING WALL (2) 2x4 BLOCKING LAID FLAT IN FIRST TRUSS SPACE & 2x4 BLOCKING LAID FLAT IN SECOND TRUSS SPACE - TOENAIL EACH END FOR STABILITY TRUSSES BY SUPPLIER 2x8 MIN. TREATED SILL PLATE w/ 112" MAX. OVERHANG (12) 0.131"Ø x 3" NAILS THRU SHEATHING TO BLOCKING FOUNDATION WALL SEE 2/S1 12"Ø ANCHOR BOLT (7" MIN EMBED) w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER @ 24" O.C. (23 4" FROM EDGES OF SILL / CONCRETE WALL) (2) 2x8 BLOCKING BETWEEN PERPENDICULAR BLOCKING WALL SECTION TYPICAL TOP OF WALL PARALLEL TO FRAMING TOP-CHORD BRG HEIGHT SIMPSON A35 CLIP BOTH SIDES OF BLOCKING w/ (6) 8dx112" NAILS EACH LEG OF EACH CLIP SPACE BLOCKING @ 24" O.C. 3 S1 MAINTAIN 6" MIN. STEM AT LEDGES LEDGE AS REQ'D - VERIFY w/ HOUSE PLANS 3'-6" MAX.VERIFY EXACTDIMENSIONS w/HOUSE PLANS6" MIN. SLOPE GRADE AWAY FROM FOUNDATION SLAB-ON-GRADE #4 HORIZ. BAR @ 24" O.C. 8" MIN. C.I.P. CONCRETE WALL 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. WALL SECTION 4 S1 LOOKOUT FOUNDATION WALL INSULATION BY OTHERS SEE HOUSE PLANS 20" MIN. WIDE x 8" MIN. THICK CONCRETE FOOTING CENTERED UNDER WALL - LOWER AS REQ'D FOR FROST PROTECTION 2x8 MIN. TREATED SILL PLATE w/ 112" MAX. OVERHANG #4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 24" O.C. DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 5 S1 SLAB-ON-GRADE FRAME WALL ABOVE #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) CENTERED IN WALL 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING CENTERED UNDER WALL - LOWER AS REQ'D FOR FROST PROTECTION 8" MIN. C.I.P. CONCRETE WALL WALL SECTION WALKOUT FOUNDATION WALL 2" LEDGE 6" MIN. SLOPE GRADE AWAY FROM FOUNDATION #4 HORIZ. BAR @ TOP OF WALL 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIV.MAINTAIN 6" MIN. STEM WALL WIDTH - SEE HOUSE PLANS 2x6 MIN. TREATED SILL PLATE w/ NO PLATE OVERHANG SLAB-ON-GRADE 9'-434"±VERIFY EXACT DIMENSIONS w/ HOUSE PLANS(1) #4 HORIZ. BAR @ TOP OF STEM WALL 8" CONCRETE PLANK w/ 4" MAX. AVG. CONCRETE TOPPING (MAX. SPAN APPROX. 25 FT OUT TO OUT) #4 x 1'-4" DOWELS @ 48" O.C. DRILLED IN & GROUTED SOLID BY PRECASTER ALL WALLS 4" MIN. PLANK LEDGE #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) 30" WIDE x 10" DEEP MIN. CONCRETE STRIP FOOTING (20" WIDE x 10" DEEP AT PLANK NON-BEARING WALLS) - LOWER AS REQ'D FOR FROST PROTECTION #4 x 3'-6" DOWELS @ 36" O.C. - 20" MIN. EMBED INTO MAIN WALL #4 HORIZ. BARS @ 24" O.C. VERTICAL BARS OPTIONS: #5 BARS @ 18" O.C. OR #6 BARS @ 24" O.C. 10" MIN. C.I.P. CONCRETE WALL 2" 6" MIN. WIDTH x 243 4" MAX. HEIGHT STEMWALL 6" MIN. WIDTH x 8" MIN. HEIGHT REQ'D AT MAIN LEVEL OVERHEAD DOOR - HOOK TOP OF DOWEL INTO STEM FOR 18" MIN. EMBED AT REDUCED STEM LOCATION WALL SECTION 6 S1 GARAGE FOUNDATION WALL MEMBRANE AND RIGID INSULATION BELOW TOPPING BY OTHERS 6" MIN. SLOPE GRADE AWAY FROM FOUNDATION 12"Ø ANCHOR BOLT (7" MIN EMBED) @ 72" O.C. MAX. 2x8 TREATED SILL PLATE w/ 112" MAX. OVERHANG OR 2x6 STRANDGUARD LSL SILL PLATE w/ 112" MAX. OVERHANG OR 2x6 MIN. TREATED SILL PLATE w/ NO PLATE OVERHANG GROUT SOLID LINTEL SECTION CONCRETE LINTEL PARALLEL w/ PRECAST PLANK 16'-4" MAX. CLEAR SPAN EXTEND HORIZONTAL BARS 24" PAST OPENING 8 S1 F4 F2 F2 F5F5 F4 F1F1 F3 F4 F4 F4 F2 F2 F1 F1 F3 CONCRETE PIER FOOTING SCHEDULE MARK CONCRETE PIER SIZE P1 12"Ø OR LARGER BELLED OUT TO 24"Ø AT THE BASE 60" FROST COVER RECOMMENDED FOR UNHEATED AREAS P1 5 S1 TYP. FROST 4 S1 TYP. LOOKOUT 3 S1TYP. HOUSE NON-BRG 2S1TYP.HOUSEBRG3S1SIM.SCREENPORCHNON-BRG6 S1TYP. GARAGE ALL SIDES 20" WIDE x 8" DEEP CONCRETE STRIP FOOTING TYP. AT REMAINING INTERIOR BRG / STAIR WALLS SITE RETAINING WALLS - SEE S4 WIDEN STRIP FOOTING TO MAINTAIN 6" MIN. PROJECTION AT WIDER CONCRETE ELEMENTS TYP. SLAB-ON-GRADE NOTES AT LOW GRADE 1. VERTICAL REINFORCEMENT MAY BE REDUCED TO #4 BARS @ 36" O.C. AT SHARED WALLS AND SIDE WALL w/ NO BACKFILL. 2. INSTALL (1) ADDITIONAL VERTICAL BAR FULL HEIGHT EACH SIDE OF SHARED WALL OPENING AND (2) ADDITIONAL VERTICAL BARS FULL HEIGHT EACH SIDE OF OVERHEAD DOOR OPENING. MEMBRANE AND INSULATION BY OTHERS CONCRETE PLANK - DOWELS TO LINTEL NOT SHOWN FOR CLARITY - SEE 6/S1 912" MIN. (2) #6 HORIZ. BARS AT BOTTOM OF LINTEL #4 HORIZ. BARS AT 24" O.C. IN STEMWALL #4 VERTICALS @ 18" O.C.2"1'-8" MIN.2"(2) #4 HORIZ. BARS AT TOP OF LINTEL F4 F6 Plan Updates5-2-241 F5 Foundation Clarification5-8-242 WIDE GARAGE END WALL FOUNDATIONS ARE TO BE POURED SOLID w/ OUT INTERIOR VOID SHOWN - CONSTRUCT AS SHOWN IN 6/S1 SIM. WIDE GARAGE CORNER FOUNDATION IS TO BE POURED SOLID (30"± THICK) w/ OUT INTERIOR VOID SHOWN - WALL SUPPORTS MAX. 3'-0" UNBALANCED BACKFILL - RECOMMEND REINFORCING w/ #4 HORIZONTAL BARS CONTINUOUS / LAPPED AROUND PERIMETER OF WALL AT 24" O.C. ABOVE GRADE ONLY 20" x 8" except at garage wall 30" x 10" Walls will be done on another permit COPE BEAM AS REQ'D S2 FRAMING DETAIL STEEL BEAM CONNECTION SHEAR CLIP 5 END OF BEAM REACTION LISTED ON PLAN OR FRAMING NOTES (WORKING LOAD) SHEAR CLIP CONNECTION BY STEEL SUPPLIER ADEQUATE FOR REACTION LISTED BLOCK SOLID w/ LUMBER MATERIAL TIGHT BETWEEN TOP AND BOTTOM FLANGES EXTENDED 12" BEYOND INCOMING BEAM EACH WAY FASTENED TO STEEL BEAM WEB w/ (2) 12"Ø BOLTS EACH SIDE OF BEAM FOR STABILITY HANGER BY SUPPLIER S2 FRAMING DETAIL WOOD BEAM TO STEEL BEAM CONNECTION 6 2 x BEARING PLATE FASTENED TO BEAM FLANGE w/ 12"Ø BOLTS @ 48" O.C. STAGGERED ON EA. SIDE - OMIT AT MECHANICAL RUNS AS REQ'D STEEL BEAM - SEE PLAN (SIM. w/ LVL OPTIONS) S2 FRAMING DETAIL STEEL BEAM PARALLEL w/ FLOOR SYSTEM LATERAL BRACING TYP. 7 2 x BLOCKING BETWEEN TRUSSES RIPPED TO FIT DEPTH @ 48" O.C. w/ SIMPSON A35 CLIP TO BEAM TOP PLATE ONE SIDE AND TYPICAL FLOOR SHEATHING FASTENING FLOOR TRUSSES BY SUPPLIER IF FLOOR TRUSS SPACING OF MAX. 19.2" O.C. IS NOT MAINTAINED AT STEEL BEAM, THEN PROVIDE 2x RIPPED MEMBER OVER BEAM FOR SHEATHING SUPPORT ROOF TRUSSES BRACED WALL PANEL FLAT 2x6 @ 24" O.C. (MIN. (3) PER BRACED WALL PANEL) SIMPSON A35 FRAMING ANGLE EACH END (4) 0.131"Ø x 3" NAILS BRACED WALL PANEL (4) 0.131"Ø x 3" NAILS SIMPSON LTP4 FRAMING PLATE EACH END FLOOR TRUSSES FLAT 2x6 @ 24" O.C. (MIN. (3) PER BRACED WALL PANEL) BRACED WALL PANEL (4) 0.131"Ø x 3" NAILS SIMPSON LTP4 FRAMING PLATE EACH END FLOOR TRUSSES FLAT 2x6 @ 24" O.C. (MIN. (3) PER BRACED WALL PANEL) BRACED WALL CONNECTION BRACED WALL CONNECTION (ROOF TRUSSES) (FLOOR TRUSSES) 2x4 BLOCKING BETWEEN ROOF TRUSSES NAILED TO TOP PLATES w/ (3) 0.131"Ø x 3" NAILS EACH NAIL BOTTOM PLATE TO BLOCKING w/ (3) 16d NAILS EVERY 16" PROVIDE FULL DEPTH BLOCKING BETWEEN TRUSSES NAILED TO TOP PLATES w/ (3) 0.131"Ø x 3" NAILS EACH NAIL EACH TRUSS TO TOP PLATE w/ (3) 0.131"Ø x 3" TOENAILS PROVIDE ROOF TRUSS DIRECTLY IN LINE w/ BRACED WALL PANEL FASTENED TO PLATES w/ 0.131"Ø x 3" TOENAILS @ 6" O.C. NAIL BOTTOM PLATE TO BLOCKING w/ (3) 16d NAILS EVERY 16" PROVIDE TRUSS DIRECTLY IN LINE w/ BRACED WALL PANEL FASTENED TO PLATES w/ 0.131"Ø x 3" TOENAILS @ 6" O.C. DETAILS SHOWN ABOVE ARE ALTERNATIVE CONNECTIONS TO BE USED WHEN BRACED WALL PANEL DOES NOT ALIGN WITH FRAMING. SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TO JOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT. INTERIOR BEARING WALL INTERIOR NON-BEARING WALL FASTEN PLATE w/ 14" CONCRETE SCREWS OR POWDER ACTUATED 0.145" WASHERED PINS @ 16" O.C. w/ 1" EMBEDMENT IN CONCRETE LOWER LEVEL BRACED WALL SLAB CONNECTION 4 S2 FRAMING DETAILS INTERIOR BRACED WALL FASTENING SEE PLANS FOR LOCATIONS (MIN. LENGTH) INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES w/ 5d COOLER NAILS OR TYPE S/W WALLBOARD SCREWS (5 8" MINIMUM STUD PENETRATION) @ 4" O.C. (UNLESS NOTED OTHERWISE) - PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. AS AN ALTERNATIVE TO GYP FASTENING BOTH SIDES, SHEATH ONE SIDE PER FRAMING NOTE 6c. Project Number: Date:S22Sheets: of DescriptionDateRevision 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Print Name: License Number: Trevor Axner 45470Date: COPYRIGHT HANSON GROUP, LLC 2024© Eskuche Design Group 18318 Minnetonka Blvd Deephaven, MN 55391 3 PLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. BUILDER IS REQUIRED TO SEND FINAL TRUSS LAYOUT DRAWINGS TO THE HANSON GROUP PRIOR TO CONSTRUCTION FOR VERIFICATION OF LOAD PATHS AND FRAMING SIZES LISTED LOWER LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY 1 S2 REFERENCE PLAN UPPER LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY 3 S2 REFERENCE PLAN PLAN NOTES: 1.ALL HEADERS TO BE (2) 2x10 UNLESS NOTED OTHERWISE. SEE FRAMING NOTES 1 TO 3 ON S1 FOR MORE INFO. BEARING FOR HEADERS AND BEAMS ONLY NOTED ON PLAN WHEN EXCEEDING FRAMING NOTE REQUIREMENTS. 2.VERIFY ROOF LAYOUT WITH SUPPLIER. PROVIDE (2) 2x6 BRG STUDS AT EACH END OF ALL GIRDER TRUSSES UNLESS NOTED OTHERWISE. TRUSS SUPPLIER TO VERIFY ADEQUATE BEARING AREA FOR TRUSS MEMBERS. 3.REFER TO FRAMING NOTES ON S1 FOR ADDITIONAL INFORMATION. 4.IF ADDITIONAL FRAMING GUIDANCE IS REQUIRED AT CHIMNEY, OVERHANG, OR LOW ROOF CONSTRUCTION, CONTACT THE HANSON GROUP PRIOR TO CONSTRUCTION CONTINUE ALL BRG FROM ABOVE TYP. ADEQUATE CHIMNEY CONSTRUCTION IS BY THE BUILDER AND SUPPLIER - CONTINUE FRAMING THROUGH ROOF SYSTEM TO MAIN LEVEL SUBFLOOR / BEAMS & GT's NOTED - SIGNIFICANT LATERAL BLOCKING, BRACING, AND STRAPPING AT ROOF TOP CHORDS TO ADJACENT TRUSSES FOR SUPPORT IN ALL DIRECTIONS IS REQUIRED March 22, 2024 4.089 Saga Hill Residence 4423 N Shore Dr Orono, MN MAIN LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY 2 S2 REFERENCE PLAN PLAN NOTES: 1.ALL HEADERS TO BE (2) 2x10 UNLESS NOTED OTHERWISE. SEE FRAMING NOTES 1 TO 3 ON S1 FOR MORE INFO. BEARING FOR HEADERS AND BEAMS ONLY NOTED ON PLAN WHEN EXCEEDING FRAMING NOTE REQUIREMENTS. 2.VERIFY ROOF LAYOUT WITH SUPPLIER. PROVIDE (2) 2x6 BRG STUDS AT EACH END OF ALL GIRDER TRUSSES UNLESS NOTED OTHERWISE. TRUSS SUPPLIER TO VERIFY ADEQUATE BEARING AREA FOR TRUSS MEMBERS. 3.REFER TO FRAMING NOTES ON S1 FOR ADDITIONAL INFORMATION. 4.SEE 5/S2 FOR STEEL TO STEEL FLUSH CONNECTIONS AND 6/S2 FOR WOOD TO STEEL FLUSH CONNECTIONS. DO NOT SELECT FLUSH LVL OPTIONS TO SUPPORT FLUSH STEEL OPTIONS UNLESS SPECIFICALLY NOTED. SEE 7/S2 FOR STEEL BEAMS PARALLEL w/ FLOOR SYSTEM. PLAN NOTES: 1.ALL HEADERS TO BE (2) 2x10 UNLESS NOTED OTHERWISE. SEE FRAMING NOTES 1 TO 3 ON S1 FOR MORE INFO. BEARING FOR HEADERS AND BEAMS ONLY NOTED ON PLAN WHEN EXCEEDING FRAMING NOTE REQUIREMENTS. 2.VERIFY ROOF LAYOUT WITH SUPPLIER. PROVIDE (2) 2x6 BRG STUDS AT EACH END OF ALL GIRDER TRUSSES UNLESS NOTED OTHERWISE. TRUSS SUPPLIER TO VERIFY ADEQUATE BEARING AREA FOR TRUSS MEMBERS. 3.REFER TO FRAMING NOTES ON S1 FOR ADDITIONAL INFORMATION. 4.SEE 5/S2 FOR STEEL TO STEEL FLUSH CONNECTIONS AND 6/S2 FOR WOOD TO STEEL FLUSH CONNECTIONS. DO NOT SELECT FLUSH LVL OPTIONS TO SUPPORT FLUSH STEEL OPTIONS UNLESS SPECIFICALLY NOTED. SEE 7/S2 FOR STEEL BEAMS PARALLEL w/ FLOOR SYSTEM. INDICATES INTERIOR BRACED WALL PANEL - SEE DETAILS AND FASTENING NOTES SHOWN IN TABLE 4/S2 TYP. AT ALL HATCHED WALL LENGTHS NOTED INDICATES TRUSS SPAN DIRECTION BY SUPPLIER TYP. DASH-DOT LINE INDICATES PRIMARY GT BY SUPPLIER TYP. - LOCATE 6'-0" MAX. FROM EXTERIOR WALL AT NON-BRG END WALLS w/ 2'-3"± MAX. OVERHANGS, WALLS HAVE BEEN DESIGNED FOR OPTIONAL GT 4' TO 6' AWAY w/ SWITCHED TRUSS SPAN DIRECTION AS REQ'D BY SUPPLIER - GT's ARE NOT SHOWN FOR CLARITY TYP. LOW ROOFS w/ 2'-3"± MAX. EXTENSION HUNG OFF WALLS AT CENTRAL HIGH ROOF PERIMETER ARE BY SUPPLIER / BUILDER INCLUDING FASTENING BACK TO WALL STRUCTURE (4'-0")(4'-0")(2) 912" LVL(2) 912" LVLALL UPPER LEVEL OVERHANGS ARE BY SUPPLIER INCLUDING DOUBLE CORNER OVERHANGS(2) 912" LVL(2)2x10(2) 2x10 (2) 912" LVL (2) 16" LVL OR GT(3) 18" LVL (SUPPORTS HIGH ROOF ONLY) (3) 18" LVL OR W10x30 (LVL PARTIALLY UPSET - STEEL FLUSH) (3) 18" LVL OR W10x30 (LVL PARTIALLY UPSET - STEEL FLUSH) (3) 18" LVL OR W10x30 (LVL PARTIALLY UPSET - STEEL FLUSH)(3) 14" LVL OR W8x21(PARTIALLY UPSET OR FLUSH)ADEQUATE CHIMNEY CONSTRUCTION IS BY THE BUILDER AND SUPPLIER - CONTINUE FRAMING THROUGH ROOF SYSTEM TO MAIN LEVEL SUBFLOOR / BEAMS NOTED - SIGNIFICANT LATERAL BLOCKING, BRACING, AND STRAPPING AT ROOF TOP CHORDS TO ADJACENT TRUSSES FOR SUPPORT IN ALL DIRECTIONS IS REQUIRED CONSTRUCT TALL SHEAR WALL ELEMENT AS SHOWN IN 1/S3 CONSTRUCT TALL SHEAR WALL ELEMENT AS SHOWN IN 1/S3 OPEN TO ABOVE OPEN TO ABOVE INTERIOR SOFFIT FRAMING BY OTHERS CONSTRUCT TALL SHEAR WALL ELEMENT AS SHOWN IN 2/S3 CONSTRUCT TALL SHEAR WALL ELEMENT AS SHOWN IN 2/S3 CONSTRUCT PERFORATED SHEAR WALL BETWEEN UPPER AND LOWER ROOFS AS SHOWN IN 3/S3 CONSTRUCT RIGID SHEAR PANEL BELOW LOWER ROOF AS SHOWN IN 3/S3 8" PC PLANK TYP. AT GARAGE BY SUPPLIER INDICATES TRUSS SPAN DIRECTION BY SUPPLIER TYP. (3) 14" LVL (3) 24" LVL OR W16x31R = 15K R = 15K W16x77 514 x 514 PSL - SEE FRAMING NOTE 17 514 x 514 PSL BETWEEN STEEL AND HEADER - SEE FRAMING NOTE 17 W16x67 514 x 514 PSL - SEE FRAMING NOTE 17 R = 10K 514 x 514 PSL BETWEEN STEEL AND HEADER - SEE FRAMING NOTE 17(3) 18" LVLCONSTRUCT PERFORATED SHEAR WALL AS SHOWN IN 4/S3 (3) 16"LVL(4) 2x6 BRG THIS ENDW18x46514 x 514 PSL - SEE FRAMING NOTE 17 514 x 514 PSL - SEE FRAMING NOTE 17 PROVIDE (3) 2x6 LVL KING STUDS FULL HEIGHT BETWEEN BRG FOR EACH HEADER - WALL WILL BE FULL - MAY REQUIRE MUDSILL ANCHORS IN LIEU OF ANCHOR BOLTS OR DOUBLE SILL PLATE TO COUNTERSINK / HIDE ANCHOR BOLT HEADS (2) 2x10 (3) 16" LVL(3) 912" LVLR = 5K (3) 912"LVLR = 10K W12x58 R = 5K (3) 14" LVLW10x30 OR W12x26514 x 7 PSL - SEE FRAMING NOTE 17 - BEAR STEEL 3" - BEAR 14's 214"W12x45514 x 7 PSL - SEE FRAMING NOTE 17 - BEAR LARGER STEEL 3" - BEAR SMALLER STEEL 214" R = 5K (3) 18" LVL W12x35 HANGER LOW ROOF TRUSSES DIRECTLY TO BEAM / BLOCKING TYP. 514 x 514 PSL - SEE 5/S3 FOR UPLIFT PATH R = 20K 514 x 514 PSL - SEE FRAMING NOTE 17 514 x 514 PSL - SEE 5/S3 FOR UPLIFT PATH R = 5K PROVIDE GT TO SUPPORT INNER CHIMNEY WALL BY SUPPLIER R = 5K W12x26 W12x58W16x40514 x 514 PSL - SEE FRAMING NOTE 17 R = 5K W10x22 (3) 16" LVL R = 10K R = 5K W8x18CONSTRUCT RIGID SHEAR PANEL AS SHOWN IN 6/S3 514 x 514 PSL - SEE FRAMING NOTE 17 IF DOOR REQUIRES 18" DEFLECTION CRITERIA, USE (3) 22" LVL W5x19 FULL HEIGHT (3) 14" LVL EXTENDED (3) 18" LVL (2) 14" LVL (3) 1178" LVLEXTENDED6x6 POST w/ STANDARD POST CAP TOP & BASE AT BOTTOM TYP. 4 THUS AT SCREENED PORCH (3) 14" LVL 514 x 514 PSL - SEE FRAMING NOTE 17 (3) 20" LVL(3) 20" LVL EXTENDED INSTALL ADDITIONAL FULL HEIGHT STUD AND SCREWS AS SHOWN IN 7/S3(2) 1178" LVLDASH-DOT LINE INDICATES PRIMARY GT BY SUPPLIER TYP. (2) 912" LVL(2) 2x10R = 1K W14x53 R = 5K 514 x 514 PSL - SEE FRAMING NOTE 17W16x31R = 5K W12x30 (3) 912"LVL(3) 912" LVLINDICATES INTERIOR BRACED WALL PANEL - SEE DETAILS AND FASTENING NOTES SHOWN IN TABLE 4/S2 TYP. AT ALL HATCHED WALL LENGTHS NOTED (4'-0")(4'-0") (4'-0") (4'-0") STAIR & LANDING FRAMING BY SUPPLIER VERIFY IF HEATERS ARE UPSET - PROVIDE GT EACH SIDE AND HEADER OFF TRUSSES AS REQ'D OR BOX VAULT BY SUPPLIER TYP. INDICATES TRUSS SPAN DIRECTION BY SUPPLIER TYP. 514 x 7 PSL - SEE FRAMING NOTE 17 514 x 7 PSL - SEE FRAMING NOTE 17 SEE 7/S1 FOR CONNECTION OF FRAMING TO PRECAST AND 8/S1 FOR CONCRETE LINTEL OPTION (3) 16" LVL OR W10x22 (3) 18" LVL 4" MIN. BRG ON TREATED PLATE EACH END OUTER BEAM INTENDED TO SUPPORT THIN STONE DECORATIVE BUMPOUT ONLY MAY BE OPEN BELOW PRECAST PLANK - BEAM SUPPORTS WOOD FRAMING ONLY 514 x 514 PSL - SEE 5/S3 FOR UPLIFT PATH (2) 912" LVL (3) 912"LVLW8x21 (3) 1178" LVLR = 5K W14x68 514 x 7 PSL - SEE FRAMING NOTE 17 514 x 514 PSL - SEE FRAMING NOTE 17 STAIR & LANDING FRAMING BY SUPPLIER (2) 912" LVL6x6 POST w/ STANDARD POST CAP TOP & BASE AT BOTTOM - FOR STEEL OPTION SEE FRAMING NOTE 17 FOR SCREWS AT TOP 2x10's AT 16" O.C.514 x 1178GLULAM BEAMOR W8x182x10 LEDGER w/ (3) 0.220"Ø x 5" SIMPSON SDWS TIMBER SCREWS @ 16" O.C. MAX. 514 x 7 PSL - SEE FRAMING NOTE 17 (3) 24" LVL OR W16x31412" MIN. BRG - MAY INSTALL ON TREATED PLATE (3) 16" LVLPARTIALLYUPSETR = 5K (TO SIDE OF COLUMN) R = 10K (TO SIDE OF COLUMN - SADDLE) Signed: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. BUILDER OPTION TO OMIT BRG POCKET AND INSTALL ON 312 x 7 PSL DIRECTLY ON FOOTING IN ENERGY WALL - SEE FRAMING NOTE 17 - POST OPTION NOT APPLICABLE IF FOOTING IS DROPPED TO FROST PRIMARILY OPEN AWNING BY SUPPLIER INCLUDING ATTACHMENT BACK TO MAIN STRUCTURE - NO BLOCKING OR STRUCTURAL CONSIDERATION FOR CONNECTIONS HAVE BEEN MADE - BUILDER IS RESPONSIBLE FOR VERIFYING SUPPORT REQUIREMENTS w/ AWNING MANUFACTURER TRUSSES MAY REQUIRE ADDITIONAL DEPTH FOR DEAD LOADS PROPOSED - VERIFY w/ SUPPLIER - SEE FRAMING NOTE 21 4" MIN. CONCRETE BRG EACH END (4'-0") 514 x 514 PSL IN CORNER FULL HEIGHT (DO NOT OMIT PLATES) - HANGER INCOMING HEADERS w/ SIMPSON HUCQ210-2-SDS AND HUCQ410-SDS CONCEALED FLANGE HANGERS 5-2-24 Plan Updates5-2-241 514 x 514 PSL IN CORNER FULL HEIGHT (DO NOT OMIT PLATES) - HANGER INCOMING HEADERS w/ SIMPSON HUCQ210-2-SDS AND HUCQ410-SDS CONCEALED FLANGE HANGERS (2) 912" LVL FURR WALL FOR 6" WIDE HEADER AS REQ'D - FASTEN W18 TO KING STUDS AS SHOWN IN 8/S2 FRAMING DETAIL 8 S2 STEEL HEADER END CONNECTION TO KING STUDS (4) 14"Ø x 412" LONG SIMPSON SDS SCREWS STAGGERED SEE PLAN FOR STEEL BEAM SIZE 14" END PLATE WELDED TO STEEL BEAM AT WEB & FLANGES w/ 14" FILLET 112"112"KING STUDS BEYOND PER FRAMING NOTES / PLAN FURR INSIDE OF WALL AS REQ'D HANGER HEADER TO PSL w/ SIMPSON HUCQ210-2-SDS CONSTRUCT SHEAR WALL AS SHOWN IN 9/S2 S2 FRAMING DETAIL GARAGE SHEARWALL 9 FASTEN TRUSS ABOVE w/ 0.131"Ø x 3" TOENAILS AT 6" O.C. ALONG THIS SHEARWALL AS WELL AS ABOVE OVERHEAD DOOR HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS (2) 12" Ø ANCHOR BOLTS (7" MIN. EMBED) TYPICAL 2x6 STUDS @ 16" O.C. PROVIDE DOUBLE STUDS AT END OF SHEARWALL - SEE 4/S3 HEADER & BEARING/KING STUDS AT SIDES OF OPENING PER PLAN AND FRAMING NOTES FOUNDATION WALL BELOW SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 12" LONG SIMPSON TITEN HD SCREW-IN ANCHOR INTO CONCRETE OR 12"Ø THREADED ROD EPOXY GROUTED INTO FOUNDATION (8" MIN. EMBED) - CORNER HOLDOWN TO BE SHARED w/ 4/S3 SHEAR WALL DETAIL REQUIRES PLYWOOD OR OSB SHEATHING AS NOTED DIRECTLY AGAINST STUDS - ANY INSULATED SHEATHING WOULD NEED TO BE INSTALLED OVER PLYWOOD OR OSB NOTED AT TWO SHORT WALL RETURNS w/ TOP-CHORDS DROPPED 112", TRUSSES MAY BE HANGERED BY SUPPLIER TO 2x12 MIN. TREATED LEDGER FASTENED TO CONCRETE w/ 5 8"Ø x 6" SIMPSON TITEN HD ANCHORS AT 19.2" O.C. STAGGERED (MIN. 3 BOLTS PER LEDGER) AT THIS WALL w/ TOP-CHORDS DROPPED 112", LOWER TOP OF WALL 112" TO MAINTAIN TOP CHORD BRG W14x34 EITHER 412" MIN. BRG - MAY INSTALL ON TREATED PLATE OR 312" x 7" PSL IN ENERGY WALL SUPPORTED DIRECTLY ON FOOTING TYP. EACH END Project Number: Date:S33Sheets: of DescriptionDateRevision 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Print Name: Signed: License Number: Trevor Axner 45470Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. COPYRIGHT HANSON GROUP, LLC 2024© Eskuche Design Group 18318 Minnetonka Blvd Deephaven, MN 55391 3 March 22, 2024 4.089 Saga Hill Residence 4423 N Shore Dr Orono, MN LVL BEAM - SEE PLAN PSL POST - SEE PLAN PROVIDE DOUBLE STUDS AT EACH END OF SHEARWALL (MAY USE BRG OR KING STUDS) HEADER, BEARING, & KING STUDS - SEE FRAMING NOTES AND PLAN HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ 8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS TYPICAL 2x6 MIN. STUDS @ 16" O.C. FASTEN TRUSSES ABOVE w/ (4) 0.131" x 3" TOENAILS AND A SIMPSON H2.5 CLIP PERFORATED SHEARWALL 4 S3 FRAMING DETAIL NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL UNLESS NOTED OR SHOWN OTHERWISE. FOUNDATION WALL BELOW FASTEN 2x6 VERTICAL BLOCKING TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C. 1'-2"± S3 FRAMING DETAIL RIGID SHEAR PANEL 6 NAIL SHEATHING TO HEADER w/ 8d NAILS @ 3" O.C. EA. WAY TYP. SMALL HATCH AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS (NAIL SHEATHING AROUND PERIMETER w/ (2) ROWS 8d NAILS @ 3" O.C. STAGGERED & TO PLATES / BLOCKING @ 3" O.C.) SIMPSON LSTA30 STRAP ON INSIDE FACE OF WALL BOTH SIDES OF END PANELS (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) CONTINUOUS FLUSH LVL HEADER - SEE PLAN FASTEN TRUSSES ABOVE w/ (4) 0.131" x 3" TOENAILS AND A SIMPSON H2.5 CLIP NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL UNLESS NOTED OR SHOWN OTHERWISE. LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER OF HEADER HEIGHT AS REQ'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) CONCRETE FOUNDATION BELOW - ANCHOR BOLTS NOT SHOWN FOR CLARITY - SEE 2/S1 (4) 2x6 LVL PLATES (112" PLIES) OR (3) 2x6 LVL PLATES (13 4" PLIES) - NO SPLICES LENGTH OF CONTINUOUS HEADER (3) 2x6 BEARING STUDS LARGER HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS w/ STANDARD 6"/12" NAILING PATTERN CANTED STEEL BEAM AND PSL BRG - SEE PLAN THIS END PROVIDE 14"Ø x 4" SIMPSON TITEN TURBO CONCRETE SCREWS @ 16" O.C. THRU SILL PLATE INTO FOUNDATION AT THIS WALL IN ADDITION TO ANCHOR BOLTS (BOLTS NOT SHOWN FOR CLARITY - SEE 6/S1) SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 12" LONG SIMPSON TITEN HD SCREW-IN ANCHOR INTO CONCRETE OR 12"Ø THREADED ROD EPOXY GROUTED INTO FOUNDATION (8" MIN. EMBED) 1'-2"± FASTEN BOTTOM PLATE TO TRUSSES / BLOCKING BELOW w/ TWO GROUPS OF (3) SIMPSON 0.220"Ø x 6" SDWS TIMBER SCREWS EACH END STAGGERED FASTEN TOP PLATES TO FLUSH HEADER w/ (3) SIMPSON 0.220"Ø x 6" SDWS TIMBER SCREWS EACH END STAGGERED - ADJUST AT FAR END AS SHOWN SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 15" LONG SIMPSON TITEN HD SCREW-IN ANCHOR INTO CONCRETE OR 12"Ø THREADED ROD EPOXY GROUTED INTO FOUNDATION (8" MIN. EMBED) INSTALL HOLDOWN ON FAR SIDE OF PSL THIS END SIMPSON A35 CLIP BOTH SIDES OF BRG STUDS IN ADDITION TO TYP. TOE / END NAILS (3) 2x6 LVL PLATES OR (1) 1114" LVL PLATE - NO SPLICES (1) 2x6 MIN. LVL PLATE TOP AND BOTTOM OF HEADER - NO SPLICES SIMPSON HH6 SIMPSON A34 CLIP TOP AND BOTTOM OF CONTINUOUS PLATES SIMPSON A34 CLIP TOP AND BOTTOM OF HEADER ASSEMBLY TO KING STUDS FASTEN KING STUD TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C. 1'-2"± S3 FRAMING DETAIL TALL SHEAR WALL ELEMENT 1 NAIL SHEATHING TO HEADER w/ 8d NAILS @ 3" O.C. EA. WAY TYP. SMALL HATCH AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS (NAIL SHEATHING AROUND PERIMETER w/ (2) ROWS 8d NAILS @ 3" O.C. STAGGERED & TO PLATES / BLOCKING @ 3" O.C.) SIMPSON MSTA49 STRAP ON INSIDE FACE OF WALL (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) CONTINUOUS FLUSH LVL HEADER - SEE PLAN NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL UNLESS NOTED OR SHOWN OTHERWISE. LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER OF HEADER HEIGHT AS REQ'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) CONCRETE FOUNDATION BELOW - ANCHOR BOLTS NOT SHOWN FOR CLARITY - SEE 2/S1 2x6 LVL PLATE TOP AND BOTTOM - NO SPLICES LENGTH OF CONTINUOUS HEADER (3) 2x6 BEARING STUDS LARGER HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS w/ STANDARD 6"/12" NAILING PATTERN CANTED STEEL BEAM AND PSL BRG - SEE PLAN - SEE FRAMING NOTES FOR TOP PLATE 1'-2"± FASTEN BOTTOM PLATE TO TRUSSES / BLOCKING BELOW w/ TWO GROUPS OF (3) SIMPSON 0.220"Ø x 6" SDWS TIMBER SCREWS EACH END STAGGERED SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 15" LONG SIMPSON TITEN HD SCREW-IN ANCHOR INTO CONCRETE OR 12"Ø THREADED ROD EPOXY GROUTED INTO FOUNDATION (8" MIN. EMBED) INSTALL HOLDOWN ON FAR SIDE OF PSL THIS END HEADER & BEARING STUDS - SEE FRAMING NOTES AND PLAN - HEADER TO BE PARTIALLY UPSET - STEEL OPTION TO BE FLUSH - PROVIDE (1) KING STUD SHOWN AND (1) END BLOCKING MEMBER IN ROOF FASTEN TRUSSES ABOVE w/ (4) 0.131" x 3" TOENAILS AND A SIMPSON H2.5 CLIP SIMPSON MSTC28 STRAP AS SHOWN AT END OF HEADER EITHER SIDE (2) 2x6 FULL HEIGHT STUDS THIS END (1) 2x6 BRG STUD AND (1) 2x6 LSL/LVL FULL HEIGHT KING STUD THIS END W5x19 STEEL COLUMN - BLOCK WEB SOLID AT SCREWS NOTED PER FRAMING NOTE 12 WELDED SADDLE FOR ADJACENT BEAM - SEE PLAN FOR LOADING - BY SUPPLIER FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C.FASTEN END STUDS TO BLOCKING w/ (3) SIMPSON 0.220"Ø x 5" SDWS TIMBER SCREWS ABOVE AND BELOW HEADER STAGGERED SIMPSON A35 CLIP TOP AND BOTTOM OF BEAM ASSEMBLY - BOTTOM ONLY AT FAR END BLOCK WEB SOLID WITHIN 12" OF CORNER EACH WAY PER FRAMING NOTE 12 SIMPSON ML28Z BOTH SIDES TO BLOCKING 2x6 INFILL FRAMING AT 16" O.C. 3 8" WELDED STEEL TOP PLATE w/ (4) HOLES FOR (4) 14"Ø x 3" SIMPSON SDS STRUCTURAL SCREWS IN 3" x 3" GRID 12" WELDED STEEL BASE PLATE w/ (1) HOLE (1) 5 8"Ø x 8" SIMPSON TITEN HD ANCHOR - LOCATE 23 4" FROM OUTSIDE EDGES OF CONCRETE - FIELD DRILL AS REQ'D HEADER & BEARING STUDS - SEE FRAMING NOTES AND PLAN - HEADER TO BE PARTIALLY UPSET - STEEL OPTION TO BE FLUSH - PROVIDE (1) KING STUD SHOWN AND (1) END BLOCKING MEMBER IN ROOF FASTEN TRUSSES / OUTLOOKERS ABOVE w/ (4) 0.131" x 3" TOENAILS AND A SIMPSON H2.5 CLIP SIMPSON MSTC28 STRAP AS SHOWN EITHER SIDE S3 FRAMING DETAIL TALL SHEAR WALL ELEMENT 2NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL UNLESS NOTED OR SHOWN OTHERWISE. CONCRETE FOUNDATION BELOW - ANCHOR BOLTS NOT SHOWN FOR CLARITY - SEE 2/S1 1'-6"± NAIL SHEATHING TO HEADER w/ 8d NAILS @ 3" O.C. EA. WAY TYP. SMALL HATCH AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS (NAIL SHEATHING AROUND PERIMETER w/ (2) ROWS 8d NAILS @ 3" O.C. STAGGERED & TO PLATES / BLOCKING @ 3" O.C.) SIMPSON LSTA30 STRAPS ON INSIDE FACE OF WALL BOTH SIDES OF PANEL (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) CONTINUOUS FLUSH LVL HEADER - SEE PLAN LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER OF HEADER HEIGHT AS REQ'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) 2x6 LVL PLATE TOP AND BOTTOM - NO SPLICES LENGTH OF CONTINUOUS HEADER (3) 2x6 BEARING STUDS LARGER HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS w/ STANDARD 6"/12" NAILING PATTERN INCOMING LVL HEADER AND PSL BRG - SEE PLAN SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 15" LONG SIMPSON TITEN HD SCREW-IN ANCHOR INTO CONCRETE OR 12"Ø THREADED ROD EPOXY GROUTED INTO FOUNDATION (8" MIN. EMBED) FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C. SIMPSON A35 CLIP TOP AND BOTTOM OF BEAM ASSEMBLY - BOTTOM ONLY AT FAR END 2x6 INFILL FRAMING AT 16" O.C. S3 FRAMING DETAIL TALL SHEAR WALL ELEMENT 3 NOTE INFO APPLIES SYMMETRICALLY ACROSS DETAIL UNLESS NOTED OR SHOWN OTHERWISE. NAIL SHEATHING TO BEAM w/ 8d NAILS @ 3" O.C. EA. WAY TYP. SMALL HATCH AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO THIS SIDE OF STUDS PRIOR TO GYP. (NAIL SHEATHING AROUND PERIMETER w/ (2) ROWS 8d NAILS @ 3" O.C. STAGGERED & TO PLATES / BLOCKING @ 3" O.C.) SIMPSON LSTA36 STRAP ON FAR SIDE OF BEAM (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) (3) 2x6 STUDS CONTINUE BRG STUDS FROM ABOVE LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER OF WALL HEIGHT AS REQ'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) (2) 2x6 BEARING STUDS IN CORNER LENGTH OF CONTINUOUS HEADER FASTEN TRUSSES ABOVE w/ (4) 0.131" x 3" TOENAILS AND A SIMPSON H2.5 CLIP FASTEN TRUSSES ABOVE w/ (4) 0.131" x 3" TOENAILS AND A SIMPSON H2.5 CLIP FASTEN TRUSSES ABOVE w/ (3) 0.131" x 3" TOENAILS INCOMING HEADER w/ SHARED BRG - SEE PLAN PSL w/ ADDITIONAL STUD BEYOND - SEE PLAN AND 7/S3 (1) 2x6 LVL PLATE TOP AND BOTTOM OF HEADER - NO SPLICES SIMPSON A34 CLIP TOP AND BOTTOM OF HEADER ASSEMBLY TO KING STUDS (2) 2x6 LVL PLATES - NO SPLICES SIMPSON A34 CLIP TOP OR BOTTOM OF PLATES PROVIDE DOUBLE STUDS AT EACH END OF SHEARWALL (MAY USE BRG OR KING STUDS) HEADER, BEARING, & KING STUDS - SEE FRAMING NOTES AND PLAN TYPICAL 2x6 STUDS @ 16" O.C. FASTEN BOTTOM PLATE TO TRUSSES / BLOCKING BELOW w/ TWO GROUPS OF SIMPSON 0.220"Ø x 6" SDWS TIMBER SCREWS AT 6" O.C. STAGGERED FASTEN TOP PLATES TO FLUSH HEADER w/ SIMPSON 0.220"Ø x 6" SDWS TIMBER SCREWS AT 6" O.C. STAGGERED S3 FRAMING DETAIL ADDED BRG / BRACING STUD 7 FASTEN 2x6 VERTICAL BLOCKING TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C. LARGER HATCHED AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE HIGH AND THIS SIDE LOW OF STUDS w/ STANDARD 6"/12" NAILING PATTERN - INSTALL PRIOR TO GYP. LOW SIMPSON MSTC52 STRAP AT LOCATION SHOWN - LAP ACROSS FLUSH BEAM TO PSL BELOW - NO FURTHER CONTINUATION REQ'D FASTEN BOTTOM PLATE w/ (3) 16d NAILS EVERY 16" (2) 2x6 BEARING STUDS FASTEN RETURN BEAM TO STUDS w/ (6) SIMPSON 0.220"Ø x 10" SDWS SCREWS ALIGNED STAGGERED IN TWO ROWS (3) 2x6 BRG STUD AND (2) 2x6 LSL/LVL FULL HEIGHT KING STUDS THIS END FASTEN STUD TO BEAM w/ SIMPSON 0.220"Ø x 6" SDWS TIMBER SCREWS AT 4" O.C. STAGGERED ADDITIONAL 2x6 LSL/LVL STUD FULL HEIGHT S3 FRAMING DETAIL BACKSPAN SUPPORT 5 SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 15" LONG SIMPSON TITEN HD SCREW-IN ANCHOR INTO CONCRETE OR 12"Ø THREADED ROD EPOXY GROUTED INTO FOUNDATION (8" MIN. EMBED) OWNER'S BEDROOM OFFICE / GR PSL - SEE PLAN (4) SCREWS - SEE FRAMING NOTE 17 SIMPSON MSTC28 STRAP TWO SIDES AT PSL SPLICE(S) (2) 2x6 LVL PLATES - NO SPLICES (2) 2x6 LVL PLATES - NO SPLICES SIMPSON LSTA36 STRAP ON INSIDE FACE OF WALL AT LOCATIONS SHOWN (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) CONTINUOUS FLUSH LVL HEADER - SEE PLAN SIMPSON MSTA49 STRAP ON INSIDE FACE OF WALL AT LOCATIONS SHOWN (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) SIMPSON MSTA49 STRAP ON EITHER FACE OF WALL AT LOCATIONS SHOWN (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) 4'-0" MIN. - VERIFY 5-2-24 Plan Updates5-2-241 ALL FIVE SHEAR WALL DETAILS ON SHEET S3 REQUIRE PLYWOOD OR OSB SHEATHING AS NOTED DIRECTLY AGAINST STUDS - ANY INSULATED SHEATHING WOULD NEED TO BE INSTALLED OVER PLYWOOD OR OSB NOTED Back wall left corner Back wall right corner Right Back Corner Garage front window Internal Shear Wall at Stairs 5 S4 ELEVATION PLACE BOULDERS ON TWO BOULDERS IN THE LAYER BELOW AS MUCH AS POSSIBLE HEIGHT AND LENGTH OF BOULDERS MAY VARY - DIMENSION SHOWN ON SECTIONS IS THE CRITICAL MINIMUM DEPTH OF BOULDER 1 S4 REFERENCE PLAN SURVEY SHOWN FOR LOCATION REFERENCE ONLY RELATIVELY LEVEL 2 S4 SECTION 5'-0" BOULDER RETAINING WALL 24" MIN. TYP. DRAIN TILE TO DAYLIGHT FILTER FABRIC AS REQ'D (SEE NOTE 18 ON S4) PROVIDE 12" DEPTH OF DRAINAGE MEDIUM BEHIND BOULDERS 5'-0" MAX.5 S4 9.46° MIN. 2 12 0'-10" SETBACK AT 5'-0" HEIGHT BURY FIRST BOULDER LAYER 12" MIN. VERIFY FENCING / RAILING REQUIREMENTS, IF ANY, BY OTHERS 6" CLAY CAP PROVIDE 6" MIN. DEPTH COMPACTED GRAVEL OR GRANULAR BASE (36" WIDTH) COMPACTED FILL RELATIVELY LEVEL SCOPE DESIGN AND DETAIL OF THE PROPOSED BOULDER RETAINING WALLS AT A SINGLE-FAMILY RESIDENCE UNDER CONSTRUCTION. THIS DESIGN IS BASED ON THE PROPOSED SURVEY PREPARED BY SATHRE-BERGQUIST LAST DATED 3-5-24. CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE CODE. GENERAL NOTES 1.ALL INFORMATION IS TO BE VERIFIED PRIOR TO THE START OF CONSTRUCTION. CITY INSPECTIONS ARE TO BE CONDUCTED TO VERIFY CONFORMANCE WITH THESE DOCUMENTS. ALL EXISTING CONDITIONS AND CONTOURS ARE TO BE FIELD VERIFIED AND ALL DRAINAGE IS TO BE VERIFIED. IF ANY DRAINAGE CONCERNS OR SITE DESIGN CONCERNS ARISE DURING CONSTRUCTION, CONSULT THE SITE DESIGN ENGINEERS, SATHRE-BERGQUIST FOR REQUIREMENTS, AND NOTIFY THE HANSON GROUP. 2.IN PREPARATION OF WALL DESIGN, SOIL STRENGTH PARAMETERS WERE ASSUMED . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOIL STRENGTH PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION AT THE SPECIFIC RETAINING WALL LOCATION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED, THIS DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE HANSON GROUP SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY THE HANSON GROUP MAY RESULT IN AN INADEQUATE RETAINING WALL. 3.DESIGN SOIL PARAMETERS: RETAINED SOIL (IMPORT OR NATIVE) =30 DEGREES MIN, g=115± PCF, SAND WITH SOME FINES ALLOWED, ALLOWABLE SOIL BEARING PRESSURE - 2,000 PSF. FIELD VERIFY PRIOR TO STARTING CONSTRUCTION. 4.ALL EXCAVATIONS SHOULD HAVE PROPER OVERSIZING AND MAINTAIN SAFE SLOPES IN ACCORDANCE WITH ALL OSHA REQUIREMENTS. CONTRACTOR IS TO CONSULT w/ A GEOTECHNICAL ENGINEER AS REQUIRED. 5.THIS SET OF BOULDER RETAINING WALL PLANS ARE BASED ON INFORMATION BY THE LANDSCAPING CONTRACTOR AND PROVIDED SURVEY PREPARED BY SATHRE-BERGQUIST. NO NEWER SITE PLAN OR SURVEY HAS BEEN PROVIDED TO VERIFY EXISTING OR PROPOSED SITE INFORMATION. THE CONTRACTOR IS TO WORK WITH SOLUTION BLUE TO COORDINATE THE SITE DESIGN. IF OTHER PLANS ARE PRODUCED THAT CONTAIN DIFFERENT INFORMATION THAN THAT REFERENCED, THIS PLAN MAY NEED TO BE REVISED AND/OR THE WALLS MAY NEED TO BE REDESIGNED. 6.LOCATION OF THE RETAINING WALLS IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE BUILDER. THE HANSON GROUP ASSUMES NO LIABILITY FOR THE LOCATION OF THE BOULDER RETAINING WALLS OR IF CONSTRUCTION OF THE PROPOSED BOULDER RETAINING WALLS ENCROACH ANY PROPERTY LINES OR EASEMENTS. 7.IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE BOULDER RETAINING WALLS BE BASED ON SURVEYED SITE PLANS AND NOT PROFILE PLANS OR SECTIONS DONE BY THE HANSON GROUP. SURVEYING OF THE BOULDER RETAINING WALLS MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR THE BOULDER RETAINING WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF ALL TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE HANSON GROUP. 8.WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE BOULDER RETAINING WALLS WERE ASSUMED FROM THE PROJECT PLANS REFERENCED ABOVE. IF CONDITIONS VARY GREATLY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THE HANSON GROUP MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE BOULDER RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TO TEN BUSINESS DAYS TO COMPLETE. 9.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THE PROJECT SCOPE ABOVE. DESIGN OF THE REMAINING ELEMENTS, INCLUDING DRAINAGE, EROSION CONTROL, GLOBAL SLOPE STABILITY, ETC. IS BY OTHERS. CONTACT THE HANSON GROUP SHOULD ADDITIONAL ENGINEERING BE REQUESTED. NO DETAILED INSPECTIONS WERE CONDUCTED OR REQUESTED. 10.THE COMPACTED BASE FOR THE BOULDER RETAINING WALLS IS TO BE BURIED INTO VIRGIN MATERIAL OR ENGINEERED FILL AS SHOWN IN THE WALL SECTIONS ALONG THE ENTIRE LENGTH OF THE WALL. 11.MINOR SURCHARGE LOADING ABOVE WALLS HAVE BEEN DESIGNED FOR (50 PSF UNLESS NOTED OTHERWISE). 12.GRADE AT THE TOP OF THE WALL IS TO BE RELATIVELY LEVEL (5% MAX. GRADE) UNLESS NOTED OTHERWISE. GRADE AT THE BOTTOM OF THE WALL IS TO BE RELATIVELY LEVEL (5% MAX. GRADE) UNLESS NOTED OTHERWISE. SEE SECTIONS FOR SPECIFIC DESIGN CONDITIONS BASED ON GRADING PLANS. 13.THE DRAINAGE MEDIUM IS TO BE COMPACTED OVER THE FULL HEIGHT OF THE WALL AND CAPPED WITH A 6" THICK CLAY LAYER. PROPER COMPACTION PROVIDES FOR SOLID PACKED MATERIAL, WHICH TENDS NOT TO SHIFT BEHIND THE WALL. 14.INSTALL DRAINTILE AT THE BASE OF THE WALL. DRAINTILE IS TO DRAIN TO DAYLIGHT AT EACH END OF THE WALL AND INTERMEDIATELY USING WEEPS SPACED AT NO GREATER THAN TEN FEET ON CENTER OR AS REQUIRED. DRAINTILE AND DRAINAGE ARE ESSENTIAL TO KEEP THE FLUID PRESSURE REDUCED BEHIND THE WALL. 15.WALL LAYOUT, ELEVATIONS, PROPERTY BOUNDARIES, GRADING, EXCAVATION, GLOBAL SLOPE STABILITY, VERIFICATION OF INFORMATION, AS WELL AS DRAINAGE IS BY OTHERS. SITE ENGINEER OR GEOTECHNICAL ENGINEER COULD PROVIDE SITE VERIFICATION TO VERIFY THAT NO GLOBAL STABILITY CONCERNS ARE PRESENT. THESE DOCUMENTS APPLY TO STRUCTURAL DESIGN ASPECTS OF THE BOULDER RETAINING WALL ONLY. 16.IT IS RECOMMENDED CONTRACTOR HAS SUB BASE TESTING FOR COMPACTION. 95% STANDARD PROCTOR DENSITY IS TO BE ACHIEVED AT A MINIMUM FOR ALL MATERIALS. 17.INSTALL SMALL ROCKS BETWEEN LARGER BOULDERS TO PROVIDE A SOLID WALL AND TO PROVIDE SUPPORT FOR THE DRAINAGE MEDIUM. 18.DEPENDING ON THE DRAINAGE MEDIUM AND ON-SITE MATERIAL, THE CONTRACTOR WILL EITHER INSTALL FILTER FABRIC BEHIND THE DRAINAGE MEDIUM IN FRONT OF THE BACKFILL TO ENSURE THAT THE BACKFILL MATERIAL DOES NOT WORK OUT INTO THE DRAINAGE MEDIUM (OPTIMAL FOR A GRAVEL DRAINAGE MEDIUM) OR BETWEEN THE BOULDERS AND DRAINAGE MEDIUM (OPTIMAL FOR A SAND DRAINAGE MEDIUM). MATERIALS BOULDERS:BOULDERS - GEOMETRY VARIES - DETAILS ON-SITE FILL: SAND WITH SOME FINES PERMITTED (g=115 PCF, EQUIVALENT FRICTION ANGLE = 30°) UNLESS NOTED OTHERWISE DRAINAGE MEDIUM / BACKFILL:100% SAND OR GRAVEL MATERIAL (NO FINES) (g=115 PCF, EQUIVALENT FRICTION ANGLE = 34°) BOULDER DENSITY:g=165 PCF ALLOWABLE SOIL BEARING PRESSURE: 2,000 PSF (ASSUMED) SURCHARGE:50 PSF CODES 2020 MINNESOTA STATE BUILDING CODE BOULDER DIMENSIONS SHOWN ARE MINIMUM DEPTH OF BOULDERS AS MEASURED INTO RETAINED SOIL. HEIGHT AND WIDTH DIMENSIONS PARALLEL WITH WALL MAY VARY 9'- 0 " M A X W A L L TY P . 4 S4 RELATIVELY LEVEL 3 S4 SECTION 7'-0" BOULDER RETAINING WALL 30" MIN. TYP. DRAIN TILE TO DAYLIGHT FILTER FABRIC AS REQ'D (SEE NOTE 18 ON S4) PROVIDE 12" DEPTH OF DRAINAGE MEDIUM BEHIND BOULDERS 7'-0" MAX.5 S4 9.46° MIN. 2 12 1'-2" SETBACK AT 7'-0" HEIGHT BURY FIRST BOULDER LAYER 18" MIN. VERIFY FENCING / RAILING REQUIREMENTS, IF ANY, BY OTHERS 6" CLAY CAP PROVIDE 6" MIN. DEPTH COMPACTED GRAVEL OR GRANULAR BASE (42" WIDTH) COMPACTED FILL RELATIVELY LEVEL RELATIVELY LEVEL 4 S4 SECTION 9'-0" BOULDER RETAINING WALL 36" MIN. TYP. DRAIN TILE TO DAYLIGHT FILTER FABRIC AS REQ'D (SEE NOTE 18 ON S4) PROVIDE 12" DEPTH OF DRAINAGE MEDIUM BEHIND BOULDERS 9'-0" MAX.5 S4 9.46° MIN. 2 12 1'-6" SETBACK AT 9'-0" HEIGHT BURY FIRST BOULDER LAYER 24" MIN. VERIFY FENCING / RAILING REQUIREMENTS, IF ANY, BY OTHERS 6" CLAY CAP PROVIDE 6" MIN. DEPTH COMPACTED GRAVEL OR GRANULAR BASE (48" WIDTH) COMPACTED FILL RELATIVELY LEVEL FILL SPACES w/ SMALLER ROCKS Project Number: Date:S41Sheets: of DescriptionDateRevision 5851 Cedar Lake Road Suite 202 St. Louis Park, MN 55416 Tel 612-708-3572 www.hansongroupmn.com Print Name: Signed: License Number: Trevor Axner 45470Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. COPYRIGHT HANSON GROUP, LLC 2024© Eskuche Design Group 18318 Minnetonka Blvd Deephaven, MN 55391 1 May 2, 2024 4.089 PLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP'S DESIGN. Saga Hill Residence 4423 N Shore Dr Orono, MN 5-8-24 7'- 0 " M A X W A L L TY P . 3 S4 5'- 0 " M A X W A L L TY P . 2 S4 9'- 0 " M A X W A L L TY P . 4 S4 7'- 0 " M A X W A L L TY P . 3 S4 5'-0" M A X W A L L TYP. 2 S4 6 S4 REFERENCE PLAN SURVEY SHOWN FOR LOCATION REFERENCE ONLY Additional Boulder Walls Added5-8-241 7'-0" MAX WALLTYP.3S45'-0" MAX WALLTYP.2S45'-0" MAX WALLTYP.2S4