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HomeMy WebLinkAbout797 Ferndale Road North - Building Plans: Residential (93)6'-9"5'-3"6'-9"9'-0 1/2"18'-7"82'-4 1/2"5'-0"5'-0"24'-5 1/2"13'-2"22'-0"2'-10 1/2" 24'-10 1/2" 15'-11"43'-10"2'-3"9'-5"1'-1 1/2"9'-5"2'-3"23'-6"35'-9"8'-3"15'-9" 2'-0"53'-6" 8'-6"11'-0"16'-3"17'-9"13'-10 1/2"27'-7 1/2"13'-9"12'-0"10'-1 1/2"5'-0"8'-1"2" 5 1/2" 15'-9 1/2"1 1/4"12'-6"18'-7 3/4"2'-4"4'-0"12'-6"18'-9"6'-4"12'-0"31'-3"2'-6"12'-9"11'-8 3/4"33'-2 1/2"9'-0 3/4" 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 STEP FTG STEP FTG 1 A7 1 A7 6 A7 6 A7 5 A7 5 A74 A7 2 A7 2 A7 3 A7 7 A7 8 A7 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10'13'-7 3/4"14'-1 1/4"1'-11"16'-8 3/4"14'-1 1/4"4'-2 1/4"4'-7"4'-10 1/4"14'-1 1/4"1'-11"11'-8 3/4"TYP. TOP CHD BRG WALL 9½" POURED CONC. WALL T.O. WALL = 99.56' T.O. FOOTING = 88.56' TYP. GARAGE FROST WALL 7½" POURED CONC. WALL 5½" STEM WALL = 99.56' 2" SLAB LEDGE = 98.56' T.O. FOOTING = 95.56' TYP. TOP CHD BRG + EXT. LEDGE WALL 9½" POURED CONC. WALL 5½" STEM WALL = 99.56' 4" EXTERIOR SLAB LEDGE = 98.56' T.O. FOOTING = 88.56' 7½" POURED CONC. WALL T.O. WALL = 98.56' T.O. FOOTING = 88.56' TYP. FROST WALL 7½" POURED CONC. WALL T.O. WALL = 98.56' T.O. FOOTING = 88.56' STEP UP IF POSSIBLE TYPICAL INTERIOR BEARING WALLS T.O. FTG = 88.56' w/ 1 COURSE CMU TYP. LOOKOUT WALL 7½" POURED CONC. WALL T.O. WALL = 92.06' T.O. FOOTING = 88.56' TYP. BTM CHD BRG WALL 7½" POURED CONC. WALL T.O. WALL = 97.81' T.O. FOOTING = 88.56' TYP. TOP CHD BRG WALL 9½" POURED CONC. WALL T.O. WALL = 99.56' T.O. FOOTING = 88.56' LOOKOUT STAIR WALL 7½" POURED CONC. WALL T.O. WALL = 94.06' T.O. FOOTING = 88.56' 9½" POURED CONC. WALL 5½" STEM WALL = 99.56' 4" EXTERIOR SLAB LEDGE = 98.56' T.O. FOOTING = 88.56' TYP. TOP CHD BRG + EXT. LEDGE WALL 9½" POURED CONC. WALL 5½" STEM WALL = 99.56' 4" EXTERIOR SLAB LEDGE = 98.56' T.O. FOOTING = 88.56' TYP. TOP CHD BRG WALL 9½" POURED CONC. WALL T.O. WALL = 99.56' T.O. FOOTING = 88.56'CURB CUT = 98.56'CURB CUT = 98.56'FOUNDATION PLAN 4" THK SLAB ELEV = 99.0' 4" THK SLAB ELEV = 99.33' 4" THK SLAB ELEV = 99.33' TYP. 3½" THK SLAB ELEV = 88.89' TYP. 3½" THK SLAB ELEV = 88.89' 3½" THK SLAB ELEV = 88.77' SHEET A0 PERMIT SET 01 NOVEMBER 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 612-462-4000 153 East Lake Street Wayzata, MN 55391 797 FERNDALE RESIDENCE 797 FERNDALE ROAD N. ORONO, MN 55391 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. Reviewed for Code Compliance Nicole Post RPS24-000132 11-26-24 Approved plans must be on site for the duration of the project. Plans must be available to inspector. Please call 952-249-6000 to schedule all inspections. Have permit number and address when calling. Separate Permits Required Plumbing Mechanical Electrical Septic See Engineering 8'-0" 2'-4" 001 002 8'-0"3'-0"8'-0"2'-8"8'-0"2'-8"8'-0" 3'-0" 8'-0" 2'-8"8'-0"2'-8"8'-0" 2'-8"7'-0"11'-4"6'-9"5'-3"6'-9"9'-0 1/2"18'-7"82'-4 1/2"5'-0"5'-0"24'-5 1/2"13'-2"22'-0"2'-10 1/2" 24'-10 1/2" 15'-11"43'-10"2'-3"9'-5"1'-1 1/2"9'-5"2'-3"23'-6"35'-9"8'-3"15'-9" 2'-0"53'-6" 8'-6"11'-0"16'-3"17'-9"13'-10 1/2"27'-7 1/2"13'-9"12'-0"10'-1 1/2"5'-0"5 1/2" 15'-9 1/2"2'-4"4'-0"12'-6"18'-9"6'-4"12'-0"31'-3"2'-6"L.L. BEDROOM FAMILY ROOM MECHANICAL STORAGE STAIRS BACKFILL BACKFILL BACKFILL F.D. COVE MOLDING TRAY CEILING DETAIL W/ SHIPLAP & LIGHTING CONCRETE H.B.CANTILEVER CANTILEVERL.L. SHARED BATH PKT DR1 A5 2 A6 1 A6 2 A5 1 A7 1 A7 6 A7 6 A7 5 A7 5 A74 A7 2 A7 2 A7 3 A7 1.1 A5 2.1 A5 7 A7 8 A7 DROP SLAB 1 1/2" 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 2x BRG HANGER TYP CEILING HEIGHT = 9'-0½" APPROX. SF = 1,120 FINISHED + 1,087 STOR. + 400 MECH LOWER LEVEL FLOOR PLAN UP 18R24" MFR. FLR TRUSS19.2" O.C.TV 24" MFR. FLR TRUSS19.2" O.C.2x6 2x62x62x62x62x6 L.L. SHARED SHOWER2x6 30" REF DW BENCH24" 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.24" MFR. FLR TRUSS19.2" O.C.24" MFR. FLR TRUSS 19.2" O.C. 24" MFR. FLR TRUSS 19.2" O.C. 24" MFR. FLR TRUSS 19.2" O.C. DROPPED LVL BEAM 24" MFR. FLR TRUSS19.2" O.C.2x HEADER 2x HEADER 2x6 LVL HEADER24" MFR. FLR TRUSS19.2" O.C.UPSET LVL HEADERFLUSH 2x BEAMFLUSH 2x BEAM2x HEADER LOWER LEVEL WINDOW & GLASS DOOR SCHEDULE MARK 001 002 UNIT CALL NUMBER 3w (2 CASEMENT, 1 IN-SASH FIXED) 3w (2 CASEMENT, 1 IN-SASH FIXED) QTY 1 1 UNIT SIZE 8'-8"×4'-6" 8'-8"×4'-6" JAMB HEADER HEIGHT 8'-0" 8'-0" REMARKS *32" WIDE UNITS *32" WIDE UNITS WINDOW AND FULL VIEW DOOR: (SEE SPEC FOR ADDT'L INFO.) MFR: MARVIN COLOR: WHITE SIGNATURE NARROW FRAME WINDOWS: CLAD/WOOD, 6-9/16" PINE JAMBS, BARE WOOD INTERIOR, 1⅛" OGEE SDL w/BLACK SPACER BAR, WHITE HARDWARE, LOW-E 366, HIGH TRANSPARANCY SCREENS SIGNATURE DOORS: METAL CLAD/WOOD, 6-9/16" 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 SCREENSFLOORING 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/480 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 4" 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 *NOTED UNITS ARE SEPERATED BY 2(2x4) MULLS* SHEET A1 PERMIT SET 01 NOVEMBER 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 612-462-4000 153 East Lake Street Wayzata, MN 55391 797 FERNDALE RESIDENCE 797 FERNDALE ROAD N. ORONO, MN 55391 Under Stair Protection Enclosed space under stairs that is accessed by a door or access panel shall have walls, under-stair surface and any soffits protected on the enclosed side with 1/2" gypsum board Unprotected portions of floor shall not exceed 80 Sq Ft. Provide fire blocking vertically at ceilings and floors, and horizontally at intervals not exceeding 10'. See Engineering 7'-0"2'-6"7'-0"2'-8"7'-0" 2'-10"7'-0"4'-0"7'-0"3'-0"7'-0"2'-8"125 119 118 101 8'-0" 9'-0" 8'-0" 9'-0" 110109 111 115 7'-0" 2'-6" 117 116 7'-0"2'-6"7'-0" 2'-8"7'-0"3'-0"7'-0"4'-0"7'-0"11'-4"7'-0"6'-0"105 105 107 104103 105 7'-0" 3'-6" 102 113 112 1 A5 2 A6 1 A6 2 A5 1 A7 1 A7 6 A7 6 A7 5 A7 5 A74 A7 2 A7 2 A7 3 A7 1.1 A5 2.1 A5 7 A7 8 A7 2'-6"5'-0"1'-10"CANT.GAS TABLE LAUNDRY O. BATH DINING GREAT ROOM SCULLERY O. BEDROOM O. CLOSET GUEST SUITE MAIN HALL 2 CAR GARAGE G. BATH TRENCH DRAIN TRENCH DRAINRDS+RDVTRENCH DRAIN BENCHCURBLESS POCKET SHADE IN SOFFIT POCKET SHADEIN SOFFIT9' CLG 8' CLG 8' CLG C.O.C.O.C.O.C.O.CLG EDGENICHEPKT DRH.B.H.B.POCKET SHADE IN SOFFIT POCKET SHADEIN SOFFITSTONE ON SLAB STONE ON SLAB CURBLESSELECT. INFLOOR HEAT ELECT. INFLOOR HEAT 5' TUB FREESTANDING RDS+RDV RDS+RDV RDS+RDV RDS+RDVPOCKET SHADE IN SOFFIT H.B.8' CLG 8' CLG8' CLG 8' CLG EDGE 8' CLG 8'-4" SOFFIT EDGE 8' SOFFIT 8' SOFFIT 8' SOFFIT8' SOFFIT8' SOFFIT8' CLG EDGE BINS DW30" SINK30"OVEN &MICRO18"WINECOOLER12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 122 121 120 126 114 124 7'-0" 2'-6"7'-0" 3'-6" 7'-0" 2'-8"16'-6"19'-0"6 1/2"11'-8 5/8"11'-8 5/8"11'-8 5/8"8'-3 1/2"16'-0 1/2" 83'-0"13'-6 1/2"5'-0"70'-6"8'-0" 22'-0"3'-0" 25'-0"12'-6"14'-0"8'-8 1/4"2'-8 5/8"1'-10"CANT.3'-9"10'-9"2'-6"5'-0"2'-6"4'-3"8'-0"10'-0"10'-0"4'-0"8'-0"8'-0"4'-0"8'-0"3'-4"8'-5"3'-4"6'-9"2'-10"5'-2"7'-0"7'-0"10'-0"14'-0"5'-0"25'-4 7/8"8'-1 1/8"CANT.8'-0"4'-1 1/8"4'-0"11'-0"11'-0" 5'-3"8'-3"5'-9"4'-0"7'-9"5'-9"8'-3"4'-0"6'-9"5'-6"6'-9"12'-6"4'-11 3/4"5'-5 3/4"13'-3 1/4" 11'-0"16'-6"17'-6"8'-6" 36'-0"8'-0"16'-0"23'-6"6'-11 1/2"10'-6 1/2"6'-11 1/2"35'-0"35'-6"3'-0"24'-5 1/2"13'-0 1/2"37'-6"70'-6"11'-5 1/4"2'-0"53'-6"22'-0"2'-6"CANT. 2'-0"83'-6" 2'-9"2'-0"3'-0"2'-0"3'-8 1/2"4'-0 1/2" 1'-8"6'-8" CANT.15'-2"4'-3"2'-6"6 1/2"59'-6" 11'-7 7/8"11'-7 7/8"11'-7 7/8"8'-4 5/8"16'-0 1/2" PSL BRG2x BRG 2x BRG2x BRG 6x6 POST TYP. 6x6 POST TYP. TYP CEILING HEIGHT = 9'-1⅛" APPROX. SF = 2,634 FINISHED + 564 GARAGE + 74 FRONT PORCH + 440 SC. PORCH MAIN LEVEL FLOOR PLAN MUDROOM SCREEN PORCH FOYER POWDER KITCHEN STAIRSSTACKEDW/DDN 12" DN 6" DN 6"DN 6" DN 6"MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS 24" O.C.R.T.24" O.C.30" REF. PORTABLE GRILL LOC. COOKTOP DESK DROP ZONEBENCHw/HOOKSPCKT SHADE I.R. HEATER I.R. HEATER FRONT PORCH HEAT & GLO RUTHERFORD 42" w/ FUTURE LOG SET. OPT. DIRECT VENT UNIT NICHE AC AC VERIFY SIZING AND # OF UNITS2x6 2x6 2x6 2x6 2x62x62x62x6 2x611'-1" CLG DN 6"PRIMARY PRIMARY PRIMARY 2x82x8 9' CLG 9' CLG DN 18R MFR. ROOF TRUSS 24" O.C. MFR. ROOF TRUSS 24" O.C.EXTENDED DROP LVL BEAMEXTENDED DROP LVL BEAM2x HEADER SEE 2/S2 SEE 2/S2 SEE 2/S2 LVL HEADERMFR. ROOF TRUSS 24" O.C. MFR. ROOF TRUSS 24" O.C.2x HEADERFLUSH 2x BEAMMFR. ROOF TRUSS 24" O.C.MFR. ROOF TRUSS24" O.C.DROPPED LVL BEAM MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS 24" O.C.SEE 2/S2SEE 2/S2SEE 2/S2FLUSH 2x BEAMDROPPED LVL BEAMDROPPED LVL BEAMDROPPED LVL BEAM FLUSH 2x BEAMLVL HEADER LVL HEADER LVL HEADER LVL HEADERMFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.DROPPED 2x BEAMDROPPED2x BEAMDROPPED 2x BEAM LVL HEADER MAIN LEVEL WINDOW & GLASS DOOR SCHEDULE MARK 101 102 103 104 105 105 107 109 110 111 112 113 114 115 116 117 118 119 120 121 122 124 125 126 UNIT CALL NUMBER SWING DOOR 3w CASEMENTS w/24" TRANSOMS 3w IN-SASH FIXED 3w IN-SASH FIXED 3w IN-SASH FIXED 2w IN-SASH FIXED 2w IN-SASH FIXED 2w IN-SASH FIXED IN-SASH FIXED IN-SASH FIXED 2w IN-SASH FIXED 3w CASEMENTS w/28" TRANSOMS SWING DOOR IN-SASH FIXED IN-SASH FIXED QTY 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 UNIT SIZE 6'-6"×7'-0" 8'-8"×6'-0" 2'-8"×4'-6" 2'-8"×4'-6" 3'-5"×4'-0" 2'-8"×4'-0" 2'-9 1/2"×7'-0" 2'-8"×5'-6" 2'-8"×5'-6" 2'-8"×5'-6" 2'-8"×6'-0" 5'-8"×6'-0" 6'-8"×5'-4" 3'-0"×5'-0" 3'-0"×5'-0" 5'-6"×5'-8" 8'-8"×6'-0" 2'-9 1/2"×7'-0" 9'-0"×7'-0" 9'-0"×7'-0" 9'-0"×7'-0" 3'-0"×7'-0" 3'-0"×7'-0" 3'-0"×5'-0" JAMB HEADER HEIGHT 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0 1/4" 7'-0 1/2" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 8'-0" 7'-0" 7'-0" 8'-0" 7'-0" 7'-0 1/2" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" REMARKS *32" WIDE UNITS *32" WIDE UNITS *32" WIDE UNITS *32" WIDE UNITS *32" WIDE UNITS *32" WIDE UNITS *40 WIDE UNITS WINDOW AND FULL VIEW DOOR: (SEE SPEC FOR ADDT'L INFO.) MFR: MARVIN COLOR: WHITE SIGNATURE NARROW FRAME WINDOWS: CLAD/WOOD, 6-9/16" PINE JAMBS, BARE WOOD INTERIOR, 1⅛" OGEE SDL w/BLACK SPACER BAR, WHITE HARDWARE, LOW-E 366, HIGH TRANSPARANCY SCREENS SIGNATURE DOORS: METAL CLAD/WOOD, 6-9/16" 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 SCREENSFLOORING 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/480 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 4" 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 *NOTED UNITS ARE SEPERATED BY 2(2x4) MULLS* SHEET A2 PERMIT SET 01 NOVEMBER 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 612-462-4000 153 East Lake Street Wayzata, MN 55391 797 FERNDALE RESIDENCE 797 FERNDALE ROAD N. ORONO, MN 55391 Drain to Daylight Openings between garage and residence shall have solid door 1 3/8" thickness, steel door or 20-minute fire rated doors Built in Infra-red heaters must comply with manufacturer's installation instructions for clearance to combustible materials. Installation instructions must be on site for inspection. 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 calcs show 600 cfm hood Tempered window required See Engineering 4'-3"3'-2"MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS 24" O.C.R.T.24" O.C.MFR. ROOF TRUSS 24" O.C. MFR. ROOF TRUSS 24" O.C. MFR. ROOF TRUSS 24" O.C. MFR. ROOF TRUSS 24" O.C. MFR. ROOF TRUSS 24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS 24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.211 203 204 201 205 1 A5 2 A6 1 A6 2 A5 1 A7 1 A7 6 A7 6 A7 5 A7 5 A74 A7 2 A7 2 A7 3 A7 A10 1.1 A5 2.1 A5 7 A7 8 A7 16'-0"15'-3 7/8"28'-7 5/8"2'-4"21'-5 3/8"15'-3 7/8"16'-0" 21'-5 3/8" 5'-2 3/8"5'-1 5/8" 21'-9"2'-0"15'-8 3/4"17'-9 1/4"O. BEDROOM BELOWGREAT ROOM / KITCHEN BELOW 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 202 UPPER DORMERPLANMFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS 24" O.C.MFR. ROOF TRUSS24" O.C.UPPER LEVEL WINDOW & GLASS DOOR SCHEDULE MARK 201 202 203 204 204 205 211 UNIT CALL NUMBER 3w IN-SASH FIXED 4w IN-SASH FIXED 4w IN-SASH FIXED IN-SASH FIXED QTY 1 1 1 1 3 1 1 UNIT SIZE 1'-0"×1'-0" 8'-8"×2'-0" 2'-0"×2'-0" 1'-6"×1'-6" 2'-0"×2'-0" 2'-0"×2'-0" 2'-0"×2'-0" JAMB HEADER HEIGHT 11'-4 1/2" 4'-8 5/8" 13'-7 3/4" 12'-4 3/4" 4'-2" 13'-7 3/4" 18'-5 1/2" REMARKS *32" WIDE UNITS *36" WIDE UNITS *36" WIDE UNITS WINDOW AND FULL VIEW DOOR: (SEE SPEC FOR ADDT'L INFO.) MFR: MARVIN COLOR: WHITE SIGNATURE NARROW FRAME WINDOWS: CLAD/WOOD, 6-9/16" PINE JAMBS, BARE WOOD INTERIOR, 1⅛" OGEE SDL w/BLACK SPACER BAR, WHITE HARDWARE, LOW-E 366, HIGH TRANSPARANCY SCREENS SIGNATURE DOORS: METAL CLAD/WOOD, 6-9/16" 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 SCREENSFLOORING 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/480 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 4" 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 *NOTED UNITS ARE SEPERATED BY 2(2x4) MULLS* SHEET A3 PERMIT SET 01 NOVEMBER 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 612-462-4000 153 East Lake Street Wayzata, MN 55391 797 FERNDALE RESIDENCE 797 FERNDALE ROAD N. ORONO, MN 55391 Attic access is required. Shall be not less than 22" x 30" and be located in an accessible location. 2½:12 METAL ROOF 5:12 DOWN SPOUT LOCATIONS GUTTERS 5/12 4/12 4/12 +10'-6 3/4" ROOF KEY: 12:12 LOW ROOF LOCATION GIRDER BY MANF. BEARING WALL CONTINOUS RIDGE VENT ELEVATION M.L. SUBFLOOR TO TOP OF HEEL, RIDGE & PITCH TRANSITIONS TYPICAL ROOF PITCH = 12:12 (UNLESS NOTED OTHERWISE) TYPICAL OVERHANG EAVE = 24" RAKE = 12" (UNLESS NOTED OTHERWISE) D.S. WOOD SOFFIT LOCATION D.S. D.S.D.S. D.S. D.S.4'-3"3'-2"MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS 24" O.C.R.T.24" O.C.MFR. ROOF TRUSS 24" O.C. MFR. ROOF TRUSS 24" O.C. MFR. ROOF TRUSS 24" O.C. MFR. ROOF TRUSS 24" O.C. MFR. ROOF TRUSS 24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS 24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS24" O.C.1 A7 1 A7 6 A7 6 A7 5 A7 5 A74 A7 2 A7 2 A7 3 A7 7 A7 8 A7 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' ROOF PLANMFR. ROOF TRUSS24" O.C.MFR. ROOF TRUSS 24" O.C.MFR. ROOF TRUSS24" O.C.ALL DORMERS ARE TO BE OVERFRAMED SHEET A4 PERMIT SET 01 NOVEMBER 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 612-462-4000 153 East Lake Street Wayzata, MN 55391 797 FERNDALE RESIDENCE 797 FERNDALE ROAD N. ORONO, MN 55391 M.L. SUBFLOOR 985.0' ±0" L.L. SLAB 973.9' -11'-1 1/4" M.L. SUBFLOOR 985.0' ±0"16'-11 3/4"<30' MAX. ALLOWED7'-8 3/8"7'-8 3/8"TYP. TRUSS BRG +9'-1 1/8" L.L. SLAB 973.9' -11'-1 1/4" M.L. SUBFLOOR 985.0' ±0" 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 1 EAST ELEVATION 2 SOUTH ELEVATION 2.1 HIDDEN SOUTH ELEVATION 1.1 HIDDEN EAST ELEVATION FRONT ENTRY DOOR INSPIRATION SHEET A5 PERMIT SET 01 NOVEMBER 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 612-462-4000 153 East Lake Street Wayzata, MN 55391 797 FERNDALE RESIDENCE 797 FERNDALE ROAD N. ORONO, MN 55391 Chimneys shall extend not less than 2' higher than any portion of a building within 10', but shall be not less than 3' above the highest point where the chimney passes through the roof. R1003.9 L.L. SLAB 973.9' -11'-1 1/4" M.L. SUBFLOOR 985.0' ±0" OPTIONAL 2x6 RAFTER TAILS TYP. TRUSS BRG +10'-1 1/8" L.L. SLAB 973.9' -11'-1 1/4" M.L. SUBFLOOR 985.0' ±0" TYP. TRUSS BRG +10'-1 1/8" 12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 1 WEST ELEVATION 2 NORTH ELEVATION SHEET A6 PERMIT SET 01 NOVEMBER 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 612-462-4000 153 East Lake Street Wayzata, MN 55391 797 FERNDALE RESIDENCE 797 FERNDALE ROAD N. ORONO, MN 55391 L.L. SLAB 973.9' -11'-1 1/4" M.L. SUBFLOOR 985.0' ±0"8'-6"2'-0 3/4"9'-1 1/8"8'-5 1/2"6"8'-1 1/8"1'-0"9'-0 1/2"2'-0 3/4"10'-7 1/8"10'-1 1/8"6"10'-0"1'-0"5 1/4"10'-0"1'-5 1/4"10'-0"1'-0"5 1/4"10'-0"1'-5 1/4"11'-0"11'-0"GREAT ROOM MECHANICAL STORAGE SCREEN PORCHFOYER FRONT PORCH L.L. SLAB 973.9' -11'-1 1/4" M.L. SUBFLOOR 985.0' ±0"9'-0 1/2"2'-0 3/4"9'-1 1/8"8'-1 1/8"1'-0"11'-0"5 1/4"10'-0"1'-0"5 1/4"4"4"11'-0"GREAT ROOM STORAGE TYP. TRUSS BRG +9'-1 1/8" SCREEN PORCH CLG. +10'-1 1/8"9'-2"2'-0 3/4"9'-1 1/8"5 1/4"11'-0"10'-0"1'-5 1/4"11'-0"DINING GREAT ROOM MECHANICAL FRONT PORCH BEYOND L.L. SLAB 973.9' -11'-1 1/4" M.L. SUBFLOOR 985.0' ±0"5'-11 1/4"5'-6"6'-1 1/2"10 EQUAL RISERS8'-1 1/8"4'-11 3/4"9'-0 1/2"8'-1 1/8"2'-0 3/4"4"11 1/2"13'-0 7/8"11'-0"5 1/4"4"TYP. TRUSS BRG +8'-1 1/8" L.L. SLAB 973.9' -11'-1 1/4" M.L. SUBFLOOR 985.0' ±0"10'-0"1'-0"5 1/4"4"9'-0 1/2"2'-0 3/4"9'-1 1/8"11'-0"5 1/4"4"11'-0"O. BEDROOM STORAGE TYP. TRUSS BRG +9'-1 1/8" L.L. SLAB 973.9' -11'-1 1/4" M.L. SUBFLOOR 985.0' ±0"1'-0"9'-1 1/8"10'-0"1'-5 1/4"10'-0"1'-0"5 1/4"10'-1 1/8"2 CAR GARAGE TYP. TRUSS BRG +9'-1 1/8" 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. ROOF CONSTRUCTION -CONTINUOUS RIDGE VENT -FINISH MATERIAL -DECK ARMOR -GRACE ICE & WATER 6'-0" FROM EAVES -5/8" CDX PLYWOOD SHEATHING -MFR. ROOF TRUSSES @ 2'-0" O.C. -SEE SPEC FOR INSULATION -5/8" GYP. BD. TYP. EXTERIOR 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. GARAGE FLOOR CONSTRUCTION -4" POURED CONC. SLAB w/ FIBER MESH REINFORCING -POLY-VAPOR BARRIER -MIN. 4" GRANULAR BED 10 3/4"1'-0"12'14'16' GRAPHIC SCALE 4'0'2'6'8'10' 1 FOYER/PORCH SECTION 2 GREAT ROOM SECTION 4 DINING SECTION 5 STAIR SECTION 3 O.BED SECTION 6 GARAGE SECTION 7 O. BATH CANT.8 GUEST SUITE CANT. SHEET A7 PERMIT SET 01 NOVEMBER 2024 952-544-3844 18318 Minnetonka Blvd Deephaven, MN 55391 Copyright 2024 612-462-4000 153 East Lake Street Wayzata, MN 55391 797 FERNDALE RESIDENCE 797 FERNDALE ROAD N. ORONO, MN 55391 FOUNDATION PLAN SHOWN FOR LOCATION REFERENCE ONLY 1 S1 REFERENCE PLAN 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. LOCATE REINFORCEMENT 3" FROM THE BOTTOM OF FOOTING F2 FOOTINGS MAY BE 12" THICK UNREINFORCED F2 20" WIDE x 8" DEEP CONCRETE STRIP FOOTING TYP. AT INTERIOR BEARING AND STAIR WALLS 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 10-24-24 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 PATIO SLAB 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.RETAINING WALL TYPE FOUNDATION WALLS RELY ON SLAB-ON-GRADE FOR LATERAL SUPPORT. ADEQUATE TEMPORARY BRACING IS REQUIRED UNTIL SLAB IS PLACED AND CURED. BULKHEAD STEP ALL RETAINING WALL STYLE FOOTINGS. DO NOT JUMP FOOTINGS AT THESE LOCATIONS. 8.SLAB TO BE INSTALLED TIGHT TO CONCRETE WALLS. IF INSULATION IS INSTALLED BETWEEN SLAB AND WALL, MUST BE ASTM C578 TYPE V (100 PSI COMPRESSIVE STRENGTH). 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 EIGHT 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 FOURTEEN 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 AND CS-WSP. A.2x6 STUDS SPACED @ 16" O.C. B.WALL SHEATHING: 7 16" MIN. STRUCTURAL PANEL SHEATHING w/ 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. 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. VERIFY IF HOUSE PLANS REQUIRE THICKER MATERIAL. 118" PLYWOOD OR WARMBOARD WILL REPORTEDLY BE USED ON THE MAIN LEVEL. 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 BE 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 OR SOLIDLY GROUTED POST BASE. 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 FRONT PORCH AND SCREEN PORCH 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. 20.TALL WALLS ARE DESIGNED FOR H/180 DEFLECTION CRITERIA (SIDING). 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):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) 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 2 August 28, 2024 4.128 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 797 Ferndale Residence 797 Ferndale Rd N Orono, MN 10-29-24 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 THIN STONE LOAD :25 PSF (2" MAX.) WIND LOAD:115 MPH ULTIMATE EXP. B 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 7 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 WALL SECTION 8 S1 RETAINING WALL TYPE STAIRWELL FOUNDATION WALL 11'-0"±VERIFY EXACT DIMENSIONS w/ HOUSE PLANS#4 HORIZ. BARS @ 24" O.C. VERTICAL BAR OPTIONS: #5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. #4 BARS @ END, MIDDLE, & BEND OF HOOK 6'-4" HOOK OPTIONS: #5 HOOKS @ 12" O.C. OR #6 HOOKS @ 18" O.C. 10" MIN. THICK C.I.P. CONCRETE FOOTING4'-0"2" TO VERTICAL BARS & HOOKS 4'-0"3"SLAB-ON-GRADE LINE OF GRANULAR BACKFILL REQUIREMENTS 100% GRANULAR OR GRAVEL BACKFILL w/ 6" CLAY CAP 2'-0"1 2 2'-4" FRAME WALL 10" MIN. C.I.P. CONCRETE WALL 6" MIN. WIDTH x 12" MAX. HEIGHT C.I.P. CONCRETE STEM WALLSLAB LEDGE 12"Ø ANCHOR BOLTS (7" MIN EMBED) @ 72" O.C. MAX. - CENTER IN STEM TREATED 2x8 SILL PLATE w/ 112" MAX. OVERHANG (1) #4 HORIZ. BAR @ TOP AND BOTTOM OF STEM DOWELS SLAB-ON-GRADE 11'-0"± TYP.REDUCE WALL HEIGHTS 112" AT DROPPED TOP CHORD LOCATIONSVERIFY EXACT DIMENSIONS 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 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 LOCATIONS w/ HOUSE PLANS SLAB-ON-GRADE #4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING CENTERED UNDER WALL - LOWER AS REQ'D FOR FROST PROTECTION SLAB-ON-GRADE 6" MIN. #4 HORIZ. BAR AT TOP OF WALL 6" MIN. STEM - SEE HOUSE PLANS FOR HEIGHT SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. 2x6 TREATED SILL PLATE w/ NO OVERHANG 8" MIN. C.I.P. CONCRETE WALL 2" MIN. SLAB LEDGE WALL SECTION 6 S1 FROST DEPTH FOUNDATION WALL - GARAGE 7 S1 TYP. LOOKOUT 2S1TYP.HOUSETC BRGSLAB-ON-GRADE 9'-3"±VERIFY EXACT DIMENSIONS w/ HOUSE PLANS#4 x 2'-0" DOWELS @ 72" O.C. (5" MIN. EMBED) 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING - LOWER FOOTING FOR FROST PROTECTION AS REQ'D #4 HORIZ. BARS @ 24" O.C.VERTICAL BAR OPTIONS: #5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. 8" MIN. C.I.P. CONCRETE WALL 2" WALL SECTION 4 S1 TYPICAL HOUSE FOUNDATION WALLS w/ BOTTOM CHORD BEARING TRUSSES 6" MIN. FLOOR TRUSSES BY SUPPLIER @ 19.2" O.C. MAX. (TO BE DESIGNED FOR PLATE OVERHANG) SIMPSON A35 FRAMING ANGLE EITHER SIDE OF TRUSS w/ (6) 8d x 112" NAILS EACH LEG OF EACH ANGLE AND (3) 0.131" x 3" TOENAILS SLOPE GRADE AWAY FROM FOUNDATION 2x8 MIN. TREATED SILL PLATE w/ 112" MAX. OVERHANG 12"Ø ANCHOR BOLT (7" MIN. EMBED) w/ NUT & 18" THICK x 2"Ø OR SQUARE WASHER @ 36" O.C. (23 4" FROM EDGES OF SILL / CONCRETE WALL) INSULATION BY OTHERS SEE HOUSE PLANS POSTS TO HAVE 112" MAX. OVERHANG TYP. - WIDEN WALLS AS REQ'D - VERIFY BOLT CLEARANCE REQUIRED FOR SELECTED POST BASE - DO NOT PLACE FROST SUSCEPTIBLE SOIL BELOW OVERHUNG EDGE F1 4S1TYP.HOUSEBC BRGTHIS WALLONLY3 S1TYP. HOUSE TC NON-BRG 6S1TYP.FROST5 S1 TALL LOOKOUT 2'-0"2'-0"THICKEN SLAB TO 5", REINFORCE w/ #3 BARS @ 24" O.C. EACH WAY & PROVIDE #4 x 4'-0" HOOKS SHOWN @ 24" O.C. IN FOUNDATION WALLS AROUND PERIMETER AS APPLICABLE AND CAST INTO INDICATED PORTION OF SLAB 6 S2 TYP. LOW GRADE Plan Updates10-29-241 5'-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. - 48" O.C. AT TALL STAIR WALLS WALL SECTION 5 S1 TALL LOOKOUT FOUNDATION WALL INSULATION BY OTHERS SEE HOUSE PLANS 24" 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 4'-0" HOOKED DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 18" O.C. F1 F1 RELATIVELY LEVEL GRADE w/ GARAGE SLAB AT THIS CORNER - VERIFY 10'-0"± SLAB-ON-GRADE - SEE 1/S1 FOR ADDITIONAL SLAB / HOOK REQUIREMENTS NOT SHOWN FOR CLARITY8S1TYP.STAIRF2F2 3'-6"0'-6" POST-INSTALLED HOLDOWN OPTION 5 S2 FRAMING DETAIL CONCRETE FOUNDATION BELOW SIMPSON HTT5 HOLDOWN ANCHOR AT LOCATIONS SHOWN w/ 12"Ø x 12" LONG SIMPSON TITEN HD SCREW-IN ANCHOR OR 12"Ø THREADED ROD EPOXY GROUTED INTO FOUNDATION (8" MIN. EMBED) 9'-5"± (2) 2x6 BEARING STUDS & (2) 2x6 FULL HEIGHT KING STUDS AT THIS END OF HEADER SIMPSON STHD14 EMBEDDED HOLDOWN ANCHOR AT LOCATIONS SHOWN (REFER TO 5/S2 FOR ALTERNATIVE OPTION) FOUNDATION WALL BELOW LENGTH OF CONTINUOUS HEADER LARGE HATCH AREA INDICATES 7 16" OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS w/ STANDARD 6"/12" NAILING S2 FRAMING DETAIL GARAGE PORTAL FRAME 4 (2) 5 8" Ø ANCHOR BOLTS (7" MIN. EMBED) w/ 2" x 2" x 3 16" PLATE WASHERS 2'-3"± 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.) FASTEN TRUSSES ABOVE w/ (4) 0.131" x 3" TOENAILS AND A SIMPSON H2.5 CLIP FASTEN KING STUD TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C. TYP. (1) 2x6 BEARING STUD & (1) 2x6 FULL HEIGHT STUD AT THIS END OF HEADER SIMPSON MSTC40 STRAP ON INSIDE FACE OF WALL (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS) LOCATE PANEL JOINT WITHIN 2'-0" FROM CENTER OF HEADER HEIGHT AS REQ'D (2x SOLID BLOCKING REQUIRED AT SHEATHING JOINT) NAIL SHEATHING TO HEADER w/ 8d NAILS @ 3" O.C. EA. WAY TYP. CONTINUOUS LVL HEADER - SEE PLAN (2) 2x6 BEARING STUDS MIN. FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d SINKER NAILS @ 3" O.C. SIMPSON MSTC40 STRAP ON INSIDE FACE OF WALL (PROVIDE SPACER TO FLUSH OUT HEADER TO WALL STUD THICKNESS)9'-638"±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 3 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 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 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. 2 August 28, 2024 4.128 797 Ferndale Residence 797 Ferndale Rd N Orono, MN 10-29-24 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.IF ADDITIONAL FRAMING GUIDANCE IS REQUIRED AT CHIMNEY, CONTACT THE HANSON GROUP PRIOR TO CONSTRUCTION FALSE DORMER PARTIAL PLAN LOWER LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY 1 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 FLOOR 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. INDICATES TRUSS SPAN DIRECTION BY SUPPLIER TYP. DASH-DOT LINE INDICATES PRIMARY GT BY SUPPLIER TYP. - ASSUMED LOCATION OF THIS GT IS 6' TO 8' FROM OUTSIDE OF EXTERIOR WALL STAIR & LANDING FRAMING BY SUPPLIER (2) 2x10 REDUCED DEPTH CANTED TRUSS ENDS BY SUPPLIER TYP. #4 HORIZ. BARS @ 24" O.C. MAX. ABOVE GRADENOT TO EXCEED 6'-0" -SLOPES FROMRELATIVELY LEVEL TO6'-0" UNBALANCEDALONG 14'-0" LONG REARGARAGE - VERIFY w/SURVEY2'-0"2'-0"#4 x 4'-0" HOOKS @ 24" O.C. WALL SECTION 6 S2 GARAGE FROST DEPTH FOUNDATION WALL - LOW GRADE AT GARAGE #4 x 2'-0" DOWELS @ 48" O.C. (5" MIN. EMBED) 20" WIDE x 8" DEEP MIN. CONCRETE STRIP FOOTING GARAGE SLAB-ON-GRADE - SEE 1/S1 #4 HORIZ. BAR AT TOP OF WALL 6" MIN. STEM - SEE HOUSE PLANS FOR HEIGHT 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. 8" MIN. C.I.P. CONCRETE WALL 6/S2 DESIGN SHOWN RELIES ON CURED CONCRETE SLAB FOR TOP OF WALL LATERAL SUPPORT. MEANS AND METHODS OF BRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. THE HANSON GROUP RECOMMENDS EITHER STEEL BRACING ALONG THE EXTERIOR PERIMETER OR POURED CONCRETE WING WALLS ALONG THE INTERIOR PERIMETER BY OTHERS. RELATIVELY LEVEL COMPACTED GRADE 5'-0" MIN.PROVIDE GRANULAR MATERIAL FOR FILL BELOW GARAGE SLAB 2x6 STRANDGUARD LSL SILL PLATE w/ 112" MAX. OVERHANG OR 2x8 TREATED SILL PLATE w/ 112" MAX. OVERHANG OR 2x6 MIN. TREATED SILL PLATE w/ NO PLATE OVERHANG CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL SLAB-ON-GRADE IS IN PLACE (HOOKS INTO SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) Plan Updates10-29-241 H = 14'-03 8"± TALL STAIR WALL TO BE CONSTRUCTED AS FOLLOWS: ·2x6 SPF OR LSL STUDS @ 16" O.C. TYP. FULL HEIGHT WALL FRAMING (BALLOON FRAMED) ·PROVIDE 2x6 BLOCKING BETWEEN STUDS AT 10'-0" O.C. MAX. ALONG HEIGHT OF WALL ·AT EACH SIDE OF WINDOW PROVIDE (2) 2x6 LSL/SPF BRG STUDS & (2) 2x6 LSL/SPF FULL HEIGHT KING STUDS(4'-0")(4'-0")(4'-0") SOFFIT FRAMING BY BUILDER (4'-0")(4'-0")(4'-0")STANDARD HEADER SUPPORTS OVERFRAMING BACK TO PRIMARY TRUSS SHAPE ONLY (2) 1178" LVLEXTENDEDCONSTRUCT PORTAL FRAME AS SHOWN IN 4/S2 (2) 1178" LVLEXTENDEDCONSTRUCT PORTAL FRAME AS SHOWN IN 4/S2 MIRRORED DASH-DOT LINE INDICATES PRIMARY GT BY SUPPLIER TYP. BUMP OUT MAY BE 2x4 WALL FRAMING - VERIFY w/ HOUSE PLANS (2) 2x10(3) 2x6 BRG 312 x 514 PSL (2) 2x4 BRGINDICATES HEADER CONTINUOUS OVER (2) 2x6 BRG STUDS TYP. UNLESS NOTED OTHERWISE (2) 2x10 EXTENTS OF INTERIOR BRG (3) 2x6 BRG (2) 912" LVL (2) 912" LVL(2) 2x10(2) 2x10(2) 117 8" LVL (2) 117 8" LVL (2) 117 8" LVL 6x6 POST w/ STANDARD POST CAP TOP & BASE AT BOTTOM TYP. AT SCREEN PORCH (2) 117 8" LVL (2) 117 8" LVL (2) 117 8" LVL SUPPORT OF CHIMNEY WALLS BY TRUSS SUPPLIER - GABLE TRUSS GT TO SUPPORT CHIMNEY / THIN STONE ABOVE ROOF - ADJACENT HEADER NOTED TO SUPPORT INTERIOR WALL / THIN STONE BELOW CEILING VERIFY IF HEATERS ARE UPSET - PROVIDE GT EACH SIDE AND HEADER OFF TRUSSES AS REQ'D OR BOX VAULT BY SUPPLIER TYP.(2) 912" LVL6x6 POST w/ STANDARD POST CAP TOP & BASE AT BOTTOM TYP. AT FRONT PORCH INDICATES INTERIOR BRACED WALL PANEL - SEE DETAILS AND FASTENING NOTES SHOWN IN TABLE 3/S2 TYP. AT ALL HATCHED WALL LENGTHS NOTED INDICATES TRUSS SPAN DIRECTION BY SUPPLIER TYP. BUMP OUT MAY BE 2x4 WALL FRAMING - VERIFY w/ HOUSE PLANS (2) 2x10(2) 2x10(2) 2x10 (2) 912" LVL (2) 117 8" LVL TRUSS SUPPLIER TO CONSIDER ALL ADDITIONAL LOADS FROM FALSE DORMER FRAMING SUPPORT OF FIREPLACE WALLS AND HEARTH BY TRUSS SUPPLIER - GT TO SUPPORT WALLS / THIN STONE / HEARTH ABOVE (3) 14" LVL OR W8x21 (2)2x10(2)2x10(3) 2x6 BRG BELOW PSL (2) 2x10 (2) 912" LVL(2) 1178"LVL(2) 2x10 HANGER w/ SIMPSON HU210-2 w/ MIN. (14) 14"Ø x 13 4" TITEN TURBO SCREWS INTO FOUNDATION TOP OF WALL LATERAL SUPPORT AT GABLE END WALLS PER TRUSS SUPPLIER VERTICAL BAR OPTIONS: #5 BARS @ 24" O.C. OR #6 BARS @ 36" O.C. SMALL MULLS ASSUMED TO BE NON-BRG WINDOW SUPPORTS ONLY 2" TALL WALL FRAMING - SEE 2/S2 4 SEPT 2024 ESTIMATE4 SEPT 2024 ESTIMATE