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LA200286-5885 Upper 179th St W Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: Plan Approval:________________________ Date: _______ LP TRIM TOP OF GARAGE SLAB -2'-4" TOP OF SUBFLOOR 1ST FLOOR 0'-0"2'-4"CEILING 1ST FLOOR 9'-1 1/8"9'-1 1/8"TOP OF SUBFLOOR - 2ND FLOOR 10'-7 7/8"1'-6 3/4"HIGHEST ROUGH CEILING 18'-9"8'-1 1/8"HIGHEST RIDGE 28'-0 3/16"9'-3 3/16"5'-0"5'-0"3'-6"3'-6"6" BUILD OUT LP TRIM GABLE LP TRIM GABLE 6" BUILD OUT LP TRIM GABLE LP TRIM DASHED LINES REPRESENT LO/WO WINDOW DASHED LINES REPRESENT LO/WO WINDOW PATIO DOOR FOR WALKOUT OPTION 10 12 WALKOUT OPTION 42" FROST FOOTING MIN. 6 12 5 12 6 12 6 12 WINDOW WELL FB ONLY These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET: THE EVERESTTHE EVEREST DATE: A-1 Overview:Overview: -Two-Story -2416 Finished Square Feet -1196 Unfinished Square Feet -4 Bedrooms 2 Full Bath -Three Stall Garage 5885 Upper 179th st WLakeville,MNLot 10 Block 1 Knob Hill 3rd2/21/2022 Stone Counts Garage 24 SF House Front 33 SF Total Stone 57 SF Secure door closed until deck is constructed with a separate permit. Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 03/17/2022dmathews 5036RS 6068 5036RS 9 1/2" AFLS16" OC.9 1/2" AFLS16" OC.9'-6"11'-3"12'-9"6'-6" 10'-0" 38'-10" X 22'-4" FUTURE FAMILY UNEX. UNEXCAVATED MECHANICAL 36X36X12 CONC. FTG. W/ 4- #5 REBAR 5000 PSI 9' -0" TALL 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 20X8 CONCRETE FOOTING W/ 2 #4 REBAR 5000 PSI 20X8 CONCRETE FOOTING W/ 2 #4 REBAR 5000 PSI20X8 CONCRETE FOOTING W/ 2 #4 REBAR 5000 PSISTEP FTG. FOR FULL BASEMENTR.I. BATH 4' -0" TALL W/ 6"X8" CURB 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 4' -0" TALL W/ 6"X8" CURB 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 5'0 CONC. APRON STEP FOUNDATION PER GRADE SELECTEDSSSB36SB3630"X60" W/S WH FURN LAUNDRY SINK 26685036RS2468 2068UP 16'1 1/2" M.O 8'1 1/2" M.O SUMP 9 1/2" LSL16" OC.9 1/2" LSL16" OC.3'-9"EGRESS PITDRAIN TILE SLEEVEBRICK LEDGE 2" BRICK LEDGE 2"BRICK LEDGE 2" BRICK LEDGE 2" BRICK LEDGE 2" BRICK LEDGE 2" GARAGE STRAPS 800LBS x2 GARAGE STRAPS 800LBS x2 GARAGE STRAPS 800LBS x2 GARAGE STRAPS 800LBS x23'-1"2'-8"21'-11"2'-10"3'-8"5'-4"6'-1" 4'-7"15'-2"6'-9"11'-11"12'-2"21'-11 1/2"5'-8 1/2" 5'-8"6'-0"10'-0"10'-0" 49'-11"7'-3"7'-11"30'-0"9"15'-2"45'-11"10'-1"39'-10" 49'-11"15'-2"7'-10"10'-10"10'-1"43'-11"2'-0"4'-2"7'-6"4'-3"15'-11"4'-4"14'-6"3'-11"3'-11"9'-5"23'-4"21'-4"12'-0"19'-4" 18'-3"31'-8" 6'-10 1/2" 7'-2 1/2"11'-0 1/2" 20'-0"11'-8"8'-5"1'-8"1'-8"5'-2 1/2"2'-8"6'-0"21'-3"10'-3 1/4"19'-8 3/4"13'-2" 38'-6" X 14'-3" FUTURE FAMILY UNEX. UNEXCAVATED 9' -0" TALL 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 20X8 CONCRETE FOOTING 5000 PSI MECHANICAL 36X36X12 CONC. FTG. W/ 4- #5 REBAR 5000 PSI R.I. BATH CUT OUT IN FTG FOR PLUMBING W/S WH FURN LAUNDRY SINK 5036RS 5036RS UP9 1/2" AFLS16" OC.9 1/2" AFLS16" OC.10'-0" 24'-0"6'-6" 11'-7"3'-11"9'-6" 38'-10" X 14'-6" FUTURE FAMILY UNEX. UNEXCAVATED MECHANICAL 36X36X12 CONC. FTG. W/ 4- #5 REBAR 5000 PSI 9' -0" TALL 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 20X8 CONCRETE FOOTING W/ 2 #4 REBAR 5000 PSI 20X8 CONCRETE FOOTING W/ 2 #4 REBAR 5000 PSI20X8 CONCRETE FOOTING W/ 2 #4 REBAR 5000 PSISTEP FTG. FOR FULL BASEMENTR.I. BATH 4' -0" TALL W/ 6"X8" CURB 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 4' -0" TALL W/ 6"X8" CURB 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 5'0 CONC. APRON 3'-0 CONC. APRON STEP FOUNDATION PER GRADE These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.FOUNDATION PLAN SHEET: 1/4"=1'-0" DATE: FOUNDATION PLAN A-2 FOOTING NOTES: 1: ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. 2: CONCRETE STRENGTH 5,000 PSI. 3: PERIMETER FOOTING (20"x8") 4: LOAD BEARING FOOTING (16"x8") 5: DRAIN TILE PLACED ON INSIDE & OUTSIDE OF FOOTING. LOOK OUT BASEMENT WALK OUT BASEMENT 5885 Upper 179th st WLakeville,MNLot 10 Block 1 Knob Hill 3rdFULL BASEMENT 2/21/2022 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. (2)7-1/4" LSL (2)9-1/2" LSL (2)9-1/2" LSL (2)2x8 CS-WSP: 2x6 @ 16" O.C. MIN 3/8" CDX STRUCTURAL PLYWOOD SHEATHING ALT: 7/16" OSB (2) STUDS AT ENDS OF PANEL ANCHORS 1/2" DIA x 8" (4" MIN EMBED) ANCHOR BOLTS - 48" O.C. AND 6" FROM ENDS FASTENERS - 8d NAILS @ 6" AT PANEL EDGES, 12" O.C. AT INTERIOR SUPPORTS CS-PF: Per R602.10.6.4 CONTINUOUS HEADER AS SHOWN SHEATHING PER DETAILS ATTACHED SIMPSON HDU4 HOLD DOWNS OR EQUAL AT PANEL ENDS SIMPSON MSTI48 STRAP TIES OR EQUAL AT HEADER ENDS TO JAMB STUDS DN DWSB36BCB21R BCB48RB18R B24RB30B45 B21RDWSB36BCB21R BCB48RB18R B24RB30B45 B21RW3036W362024W3018BCW1236R W3936 BCW2436RW1836R W2436RW2436RTIPI TOWEL BAR30683036SH 6068 6050TS 3068 16080 2868 2668266828682068246820688080 6060MU 36" FIRE PLACE [36W]DN UP ROOF TRUSS 24" OC. 42" Half Wall Wood Cap 42" Half Wall Wood Cap 18" FLOORTRUSS 24" OC.18" FLOORTRUSS 24" OC.18" FLOORTRUSS 24" OC.EXTERIOR ELEVATION LEFTEXTERIOR ELEVATION RIGHTS2 S-1 S2 S-1 S2 3'-10 3/4"2'-9"6'-0"6'-0"10'-0"10'-0" 4'-8"2'-11 3/8"9'-4"6'-0"2'-0"4'-8"2'-4"4'-2"9"3'-11 1/2"3'-11"10'-10"1'-2"6'-8"15'-4"3'-6"2'-0" 2'-0" 5'-7"10'-11"5'-6" 24" 6'-1"2'-3 1/2" 4'-2"6'-8" 3'-5"14'-10 3/4"14'-1"5'-9 3/4"6'-0 1/4"5'-6"3'-11 3/4" 50'-0"30'-0"6"15'-6"46'-0"5'-9"11'-11"12'-10"9'-6" 10'-0"40'-0" 50'-0"15'-3"7'-10"10'-11"34'-0"18'-0"10'-0"5'-6"5'-6 1/2" 2'-3 1/2"4'-6"3'-4 1/2"9'-4"6'-0"4'-3"2'-0"4'-3 3/4"31'-0" X 23'-6" 1019 SQ FT 12'-0" X 14'-11" 5'-0" X 6'-0" 11'-1" X 9'-8" 6'-0" X 9'-11" 11'-7" X 15'-8" 4'-10" X 5'-10" 13'-5" X 14'-8" GARAGE OFFICE FOYER PANTRY DINING GREAT ROOMKITCHEN R-30 FLOOR INSULATION FINISH CEILING W/ 5/8" TYPE "X" FLAT TOP GIRDER ROOF TRUSS MONO ROOF TRUSS 24" OC.MONO ROOF TRUSS 24" OC.HI PCARPET GIRDER FLOOR TRUSS VERIFY LOCATION(2) 11 7/8 LVL FLUSH PWDR LIVING AREA 2X6 WALLCPT BREAK LINE6" FILLER UPPER CANT INSET STEPS INTO STOOP These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.CONSTRUCTION NOTES:CONSTRUCTION NOTES: 2x6 EXTERIOR FRAMING SPACED AT 16" O.C. 2x6 GARAGE FRAMING SPACED AT 16" O.C. 2x4 INTERIOR FRAMING SPACED AT 24" O.C. EXTERIOR WALL SHEATHING 1/2" OSB SHEATHING SUBFLOOR: 3/4" OSB EXTERIOR GRADE. ROOF SHEATHING: 15/32" OSB EXTERIOR GRADE. EXTERIOR MOISTURE PROTECTIVE BARRIER: STANDARD BUILDING WRAP MAINTENANCE FREE VINYL SIDING .040 THICKNESS. INSULATION NOTES:INSULATION NOTES: INSULATE ALL ACCESS DOORS/HATCHES TO ATTIC INSULATION SPECIFICATION: ATTIC R-49 FIBERGLASS BLOW-IN WALLS R-21 FIBERGLASS BATT'S FOUNDATION INSULATE ON EXTERIOR 2 3/8" ENEGY BOARD VENTILATION NOTES:VENTILATION NOTES: ATTIC VENTILATION: AREA 1299 SQ FT. ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPACE. VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN. PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYPE AT ALL TRUSS BAYS. PROVIDE ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AREA BLOW IN INSULATION R-49 INSULATE ALL ACCESS DOORS/HATCHES TO ATTIC ASPHALT ROOF WITH #15 TAR PAPER UNDERLAYMENT SHEET: TRUSS DETAILSTRUSS DETAILS 1.ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. 2.ALL TRUSSES SHALL BE INSTALLED AND BRACED TO MANUFACTURES SPECIFICATIONS. 3.ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL IF ENGINEERING CALCULATIONS. 4.ALL TRUSSES SHALL HAVE DESIGN AND DRAWINGS ON SITE FOR FRAMING INSPECTION. 5.ALL ROOF FRAMING 24" O.C 6: OVERHANGS 18" STAIRWAY NOTESSTAIRWAY NOTES Every Stairway Shall have Headroom Clearance of Not Less Than 6' 8". Stair MAX Rise 7 3/4" & MIN Run of 10". Handgrip On Handrails SHALL Not be less than 1 1/4" or More Than 2". Guard Rail Height of 36" MIN & Less Than 4" Opening on Spindles and Stair Risers. Handrails Shall be at 34"-38" Above the nose of the tread and shall be continuous the full length of the stairs with each end returned to the wall. Interior stairways shall be provided with a light source at each landing. DATE: NOTE: WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT) A-3 1/4"=1'-0" 1ST Floor 5885 Upper 179th st WLakeville,MNLot 10 Block 1 Knob Hill 3rd2/21/2022 Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. (2)9-1/2" LSL (2)9-1/2" LSL (3)2x10 (2)11-7/8 LSL (2)2x10 (2)2x10 CS-PFCS-PF CS-PFCS-PF (2)9-1/2 LVL (2)16" LVL CS-WSP: 2x6 @ 16" O.C. MIN 3/8" CDX STRUCTURAL PLYWOOD SHEATHING ALT: 7/16" OSB (2) STUDS AT ENDS OF PANEL ANCHORS 1/2" DIA x 8" (4" MIN EMBED) ANCHOR BOLTS - 48" O.C. AND 6" FROM ENDS FASTENERS - 8d NAILS @ 6" AT PANEL EDGES, 12" O.C. AT INTERIOR SUPPORTS CS-PF: Per R602.10.6.4 CONTINUOUS HEADER AS SHOWN SHEATHING PER DETAILS ATTACHED SIMPSON HDU4 HOLD DOWNS OR EQUAL AT PANEL ENDS SIMPSON MSTI48 STRAP TIES OR EQUAL AT HEADER ENDS TO JAMB STUDS DNSB36 SB60SB36SB36SB36SB60SB36SB36U1830"X60" TUB34"X72" TUBU18DRYERWASHER34"X48"SHOWERW3036W3036TOWEL BAR TOWEL BAR TIPI TIPI4040RS6046RS 4640RS 4640RS4050FX6050MU2868 3040SH 4030MU4030MU 2468 2468246826682468 2468 2668 246826682668286842" Half Wall Wood Cap ROOF TRUSSES @ 24" OC.ROOF TRUSSES @ 24" OC.ROOF TRUSSES @ 24" OC.2'-9 1/2"8'-4"3'-6"3'-10"3'-10"3'-2"3'-1 1/2"5'-4"9'-11"9'-5"8'-2"7'-10"6'-1" 5'-4"4'-6"2'-11"12"4'-7"2'-8"2'-10"2'-11"4'-6"7'-4"4'-0"1'-0"4'-10"9'-10"6'-2"2'-3"5'-3"3'-9"3'-4"40'-0" 6'-2"5'-8"12'-2"16'-0"36'-0"1'-0"12'-0"7'-8"10'-10"4'-6"2'-0"34'-0"15'-10"6'-3 1/2"4'-4 1/2"7'-6"40'-0" 12'-9"7'-9"1'-0"6'-8"1'-2"10'-8" 5'-4"2'-4"6'-3"5'-9"7'-4 3/4"8'-6"9'-3 13/16" 3'-11" 2'-10"5'-11 1/2"3'-1"4'-4 1/2"2'-2"11'-2" X 10'-6" 7'-4" X 6'-7" 11'-2" X 11'-4" 12'-0" X 6'-10" 9'-1" X 10'-4" 7'-4" X 8'-4" 15'-4" X 15'-2" 5'-6" X 3'-10" 11'-10" X 11'-2" 5'-4" X 3'-10" 8'-0" X 9'-10"4'-4" X 5'-4" BATH WIC MASTER BDRM BATH BEDRM #2 BEDRM #3 BEDRM #4 LAUNDRY WIC WIC WIC LINEN PICTURE WINDOW SILL 48" ABOVE LANDING ATTIC ACCESS GIRDER ROOF TRUSS HALL LINE OF WALL BELOW MASTER BEDROOM VAULT LINE SELECTED DN6 : 1210 : 12 10 : 126 : 1210 : 12 10 : 12 6 : 125 : 1210 : 12 1'-6"1'-6" 1'-0"1'-6"4"These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET: ROOF PLAN DATE: 1/4"=1'-0" 2nd Floor NOTE: WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT) 1/4"=1'-0"5885 Upper 179th st WLakeville,MNLot 10 Block 1 Knob Hill 3rd2/21/2022 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). Temper (3)2x8 (3)2x10 (3)2x8 (3)2x10 CS-WSP: 2x6 @ 16" O.C. MIN 3/8" CDX STRUCTURAL PLYWOOD SHEATHING ALT: 7/16" OSB (2) STUDS AT ENDS OF PANEL ANCHORS 1/2" DIA x 8" (4" MIN EMBED) ANCHOR BOLTS - 48" O.C. AND 6" FROM ENDS FASTENERS - 8d NAILS @ 6" AT PANEL EDGES, 12" O.C. AT INTERIOR SUPPORTS CS-PF: Per R602.10.6.4 CONTINUOUS HEADER AS SHOWN SHEATHING PER DETAILS ATTACHED SIMPSON HDU4 HOLD DOWNS OR EQUAL AT PANEL ENDS SIMPSON MSTI48 STRAP TIES OR EQUAL AT HEADER ENDS TO JAMB STUDS TT8'-8"10 1/4"9'-1 1/8"1'-6 3/4"8'-1 1/8"CONTINUOUS DRAIN TILE INTO SUMP PUMP 10' SECTION OF PERFORATED PIPE CONNECTED TO EACH SIDE OF A "T" FITTING IN AGGREGATE PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF NOTE: PROVIDE RECEPTACLE FOR FUTURE RADON FAN, VENT PIPE SHALL BE INSTALLED WITH A MINIMUM 24" CLEARANCE AND 36" VERTICAL CLEARANCE TO ALLOW FOR FUTURE INSTALLATION OF RADON FAN (ACTIVE SYSTEM)PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF MANUFACTURED TRUSSES INSTALLED PER MFG SPEC'S VENT 1/300TH OF ROOF AREA 50% TO 80% NEAR RIDGE REMAINDER IN SOFIT PER IRC R806 3" MIN POLYURETHANE FOAM AT RIM JOIST FASCIA SOFFIT VENTS 1/2" SHEATHING #15 TAR PAPER ASPHALT SHINGLES 6' ICE AND WATER ICE AND WATER REQ. FROM THE EAVES TO A LINE 24" INSIDE THE EXTERIOR WALL LINE FLASHING ABOVE GRADE PROTECTION OF ENERGY BOARD EXTENDING 6" BELOW GRADE 3 1/2" CONC. SEAL ALL JOINTS -SUMP AND OPENINGS ROOF ASSEMBLY MAY REQUIRE RAFTER/TRUSS TIE DOWNS R49 INSULATION 1/2" GYPSUM SAG RESISTANT W/ VAPOR BARRIER SEAL BEHIND POLY 4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS. 3/4" SUB FLOOR SEAL BEHIND POLY 1/2" GYPSUM TREATED SILL PLATE W/ SILL SEAL CAST-IN-PLACE ANCHOR BOLT 2 3/8" ENERGY BOARD WATCH DOG H3 WATER PROOF 8" CONC WALL REINFORCING STEEL AS REQUIRED 6 MIL POLY VAPOR BARRIER LAPPED SEAMS 12" BETWEEN SEAL BEHIND POLY 4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS. SEALANT BY CARPENTER PRIOR TO SHEATHING INTERIOR INSULATION UNLESS BLOWER DOOR TEST @ 2.6 AIR CHANGES SEAL JOINT BETWEEN FOUNDATION WALL AND SLAB WITH APPROVED SEALANT PASSIVE RADON VENT4" CLEAN AGGREGATE PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM"PASSIVE RADON VENT9 1/2" AFLS 20X8 CONCRETE FOOTING 5000 PSI FINISH SIDING HOUSE WRAP 15/32 OSB SHEATHING 2X6 16" OC. FRAMING MEMBERS R21 INSULATION POLYSTYRENE VENTILATION CHUTES RIGID WINDWASH BARRIER MUST BE INSTALLED EXTENDING TO WITHIN 1" FROM BOTTOM OF ROOF SHEATHING BETWEEN ALL TRUSS SPACES MIN 6" ENERGY HEEL 18" FLOOR TRUSSES FINISH SIDING HOUSE WRAP 15/32 OSB SHEATHING 2X6 16" OC. FRAMING MEMBERS R21 INSULATION PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM" PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM" BALLOON FRAME WALL 7 " RISE 10" MIN. TREAD 6 3/4" RISE 10" MIN. TREAD RAILINGS 36" MIN HGT. BAL. MAX 4" BTWN. MIN. 6'-8" HEADROOM These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET: 3/8"=1'-0" DATE: S-1S1 3/8"=1'-0" S2 5885 Upper 179th st WLakeville,MNLot 10 Block 1 Knob Hill 3rd2/21/2022 DN C C GFCI C GFCI 4 R R CO/SD CO/SD CO/SD CO/SD CO/SD GFCI R R C GFCI BATH WIC MASTER BDRM BATH BEDRM #2 BEDRM #3 BEDRM #4 LAUNDRY WIC WIC WIC LINEN FAN R/I FAN R/I FAN R/I FAN R/I DN DN UP WP WP C GFCIGFCI GFCI T GFCI GFCI CO/SD RR RR GFCI GFCI GFCI GARAGE OFFICE FOYER PANTRY DINING GREAT ROOMKITCHEN PWDR PENDANT FAN R/I FAN R/I SSWH UP FUTURE FAMILY These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.ELECTRICAL NOTES:ELECTRICAL NOTES: 1.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. AS PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 2.PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. 3.CO2 DETECTOR IS REQUIRED PER STATE STATUTE 299F.50 4.LIGHT BULBS MUST BE AT LEAST 75% CFL THROUGH OUT THE HOUSE. SHEET: DATE: 2nd Floor Electrical 1ST Floor ElectricalLower Level Electrical 5885 Upper 179th st WLakeville,MNLot 10 Block 1 Knob Hill 3rd2/21/2022 SHEAR WALLS: Shear wall locations as indicated on plans and elevations CS-WSP: 2x6 @ 16" O.C. MIN 3/8" CDX STRUCTURAL PLYWOOD SHEATHING ALT: 7/16" OSB (2) STUDS AT ENDS OF PANEL ANCHORS 1/2" DIA x 8" (4" MIN EMBED) ANCHOR BOLTS - 48" O.C. AND 6" FROM ENDS FASTENERS - 8d NAILS @ 6" AT PANEL EDGES, 12" O.C. AT INTERIOR SUPPORTS CS-PF: Per R602.10.6.4 CONTINUOUS HEADER AS SHOWN SHEATHING PER DETAILS ATTACHED SIMPSON HDU4 HOLD DOWNS OR EQUAL AT PANEL ENDS SIMPSON MSTI48 STRAP TIES OR EQUAL AT HEADER ENDS TO JAMB STUDS WCL SN-1Loomis Homes Everest Bracing Plans Bracing Plans, Details 1/8/2021 BRACING WALL NOTES: CODE: MINNESOTA RESIDENTIAL CODE 2020 WIND: 115 MPH, EXP C HEADER NOTES: LVL: 2.0E 2900 Fb OR BETTER 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. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ 40154 1/8/2021 Wayne C. Linderman WALL CONSTRUCTION 2020 MINNESOTA RESIDENTIAL CODE 247 TABLE R602.10.4—continuedBRACING METHODS For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 degree = 0.0175 rad, 1 pound per square foot = 47.8 N/m 2, 1 mile per hour = 0.447 m/s.a. Adhesive attachment of wall sheathing, including Method GB, shall not be permitted in Seismic Design Categories C, D0, D1 and D2.b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall of the garage. In SeismicDesign Categories D0, D1 and D2, roof covering dead load shall not exceed 3 psf.c. Garage openings adjacent to a Method CS-G panel shall be provided with a header in accordance with Table R602.7(1). A full-height clear opening shall notbe permitted adjacent to a Method CS-G panel.d. Method CS-SFB does not apply in Seismic Design Categories D0, D1 and D2.e. Method applies to detached one- and two-family dwellings in Seismic Design Categories D0 through D2 only. METHODS, MATERIAL MINIMUM THICKNESS FIGURE CONNECTION CRITERIAa Fasteners Spacing Intermittent Bracing MethodsPFHPortal frame with hold-downs 3/8"See Section R602.10.6.2 See Section R602.10.6.2 PFGPortal frame at garage 7/16"See Section R602.10.6.3 See Section R602.10.6.3 Continuous Sheathing MethodsCS-WSPContinuously sheathed wood structural panel 3/8" Exterior sheathing per Table R602.3(3) 6" edges 12" field Interior sheathing per Table R602.3(1) or R602.3(2)Varies by fastener CS-Gb, c Continuously sheathed wood structural panel adjacent to garage openings 3/8"See Method CS-WSP See Method CS-WSP CS-PFContinuously sheathed portal frame 7/16"See Section R602.10.6.4 See Section R602.10.6.4 CS-SFBd Continuously sheathed structural fiberboard 1/2" or 25/32" for maximum 16" stud spacing 11/2" long × 0.12" dia. (for 1/2" thick sheathing) 13/4" long × 0.12" dia. (for 25/32" thick sheathing) galvanized roofing nails 3" edges 6" field Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 258 2020 MINNESOTA RESIDENTIAL CODE the requirements of this section, lateral support shall beprovided for rafters and ceiling joists in accordancewith Section R802.8 and for trusses in accordance withSection R802.10.3. Roof ventilation shall be providedin accordance with Section R806.1. 1. For Seismic Design Categories A, B and C wherethe distance from the top of the braced wall panel tothe top of the rafters or roof trusses above is 91/4inches (235 mm) or less, blocking between raftersor roof trusses shall not be required. Where the dis-tance from the top of the braced wall panel to thetop of the rafters or roof trusses above is between91/4 inches (235 mm) and 151/4 inches (387 mm),blocking between rafters or roof trusses shall beprovided above the braced wall panel in accor-dance with Figure R602.10.8.2(1). Exception: Where the outside edge of truss ver-tical web members aligns with the outside faceof the wall studs below, wood structural panelsheathing extending above the top plate asshown in Figure R602.10.8.2(3) shall be permit-ted to be fastened to each truss web with three-8d nails (21/2 inches 0.131 inch) and blockingbetween the trusses shall not be required. 2. For Seismic Design Categories D0, D1 and D2,where the distance from the top of the bracedwall panel to the top of the rafters or roof trussesis 151/4 inches (387 mm) or less, blockingbetween rafters or roof trusses shall be providedabove the braced wall panel in accordance withFigure R602.10.8.2(1). 3. Where the distance from the top of the braced wallpanel to the top of rafters or roof trusses exceeds151/4 inches (387 mm), the top plates of the bracedwall panel shall be connected to perpendicular raf-ters or roof trusses above in accordance with oneor more of the following methods: 3.1. Soffit blocking panels constructed inaccordance with Figure R602.10.8.2(2). 3.2. Vertical blocking panels constructed inaccordance with Figure R602.10.8.2(3). 3.3. Blocking panels provided by the rooftruss manufacturer and designed inaccordance with Section R802. 3.4. Blocking, blocking panels or other meth-ods of lateral load transfer designed inaccordance with the AWC WFCM oraccepted engineering practice. FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL CONTINUOUS RIM OR BAND JOIST CONTINUOUS RIM OR BAND JOIST BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL8d @ 6″ O.C. ALONG BRACED WALL PANEL FULL-HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL PERPENDICULAR FRAMING PERPENDICULAR FRAMING For SI: 1 inch = 25.4 mm. FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 2020 MINNESOTA RESIDENTIAL CODE 259 CONTINUOUS RIM OR END JOIST CONTINUOUS RIM OR END JOIST ADDITIONAL FRAMING MEMBER DIRECTLY ABOVE BRACED WALL PANEL FULL-HEIGHT BLOCKING @ 16″ O.C. ALONG BRACED WALL PANEL TOE NAIL 3-8d NAILS AT EACH BLOCKING MEMBER FULL-HEIGHT BLOCKING @ 16″ O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d @ 16″ O.C. ALONG BRACED WALL PANEL 3-16d AT EACH BLOCKING MEMBER 2-16d NAILS EACH SIDE ADDITIONAL FRAMING MEMBER DIRECTLY BELOW BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL 8d @ 6″ O.C. ALONG BRACED WALL PANEL For SI: 1 inch = 25.4 mm. FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING SOLID BLOCKING BETWEEN RAFTERS ATTACHED TO TOP PLATES WITH 8d @ 6″ O.C. ALONG LENGTH OF BRACED WALL PANEL2″ MAXOPEN15.25″ MAXFor SI: 1 inch = 25.4 mm. FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS ROOF SHEATHING BLOCKING BRACINGa BRACED WALL PANEL PROVIDE VENTING PER SECTION R806 (NOT SHOWN) 2x BLOCKING ROOF TRUSSES PER R802.10 NAILING PER TABLE R602.3(1) EDGE NAILING PER TABLE R602.3(1) (TYP.)4′-0″ MAX6′-0″ MAX For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Methods of bracing shall be as described in Section R602.10.4. FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 260 2020 MINNESOTA RESIDENTIAL CODE R602.10.9 Braced wall panel support. Braced wall panelsupport shall be provided as follows: 1. Cantilevered floor joists complying with SectionR502.3.3 shall be permitted to support braced wallpanels. 2. Raised floor system post or pier foundations sup-porting braced wall panels shall be designed inaccordance with accepted engineering practice. 3. Masonry stem walls with a length of 48 inches(1219 mm) or less supporting braced wall panelsshall be reinforced in accordance with FigureR602.10.9. Masonry stem walls with a lengthgreater than 48 inches (1219 mm) supporting bracedwall panels shall be constructed in accordance withSection R403.1 Methods ABW and PFH shall notbe permitted to attach to masonry stem walls. 4. Concrete stem walls with a length of 48 inches(1219 mm) or less, greater than 12 inches (305 mm)tall and less than 6 inches (152 mm) thick shall have reinforcement sized and located in accordance withFigure R602.10.9. R602.10.9.1 Braced wall panel support for SeismicDesign Categories D0, D1 and D2. In Seismic DesignCategories D0, D1 and D2, braced wall panel footingsshall be as specified in Section R403.1.2. R602.10.10 Cripple wall bracing. Cripple walls shall beconstructed in accordance with Section R602.9 and bracedin accordance with this section. Cripple walls shall bebraced with the length and method of bracing used for thewall above in accordance with Tables R602.10.3(1) andR602.10.3(3), and the applicable adjustment factors inTable R602.10.3(2) or R602.10.3(4), respectively, exceptthat the length of cripple wall bracing shall be multipliedby a factor of 1.15. Where gypsum wall board is not usedon the inside of the cripple wall bracing, the length adjust-ments for the elimination of the gypsum wallboard, orequivalent, shall be applied as directed in TablesR602.10.3(2) and R602.10.3(4) to the length of cripplewall bracing required. This adjustment shall be taken inaddition to the 1.15 increase.For SI: 1 inch = 25.4 mm, 1 foot =304.8 mm a. Methods of bracing shall be as described in Section R602.10.4. FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES BRACED WALL PANEL 2x BLK’G VENTING A B SECTION ELEVATIONBA BRACINGa BRACING ROOF TRUSSES PER R802.10 PROVIDE VENTING PER SECTION R806 2x BLOCKING NAILING PER TABLE R602.3(1) BRACED WALL PANEL EDGE NAILING PER TABLE R602.3(1) (TYP) ROOF SHEATHING 2MAXOPEN″4-0 MAX′″2MAXOPEN″6-0 MAX′″ ROOF TRUSSES PER R802.10 WHERE AIR GAP ATTOP IS NOT USED, CENTER W/3 AVAILABLE FOR VENT HOLES W W/3W/3W/3HH/3Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 WALL CONSTRUCTION 2020 MINNESOTA RESIDENTIAL CODE 253 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) FASTEN SHEATHING TO HEADER WITH 8DCOMMON OR GALVANIZED BOX NAILS IN 3″ GRID PATTERN AS SHOWN HEADER TO JACK-STUD STRAP PER TABLE R602.10.6.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHING MIN. DOUBLE 2″x4″ FRAMING COVERED WITH MIN. 3/8″ THICK WOOD STRUCTURAL PANEL SHEATHINGWITH 8D COMMON OR GALVANIZED BOX NAILS AT 3″ O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2) ½″ DIAMETER ANCHOR BOLTSINSTALLED PER SECTION R403.1.6 WITH 2″x2″x3/16″ PLATE WASHER PONY WALL HEIGHT 12′ MAX. TOTAL WALL HEIGHT10′ MAX. HEIGHTOVER CONCRETE OR MASONRY BLOCK FOUNDATION OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) OVER RAISED WOOD FLOOR - OVERLAP OPTION (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) SECTIONFRONT ELEVATION IF NEEDED, PANEL SPLICE EDGES SHALLOCCUR OVER AND BE NAILED TO COMMONBLOCKING WITHIN THE MIDDLE 24″ OF THEPORTAL- LEG HEIGHT. ONE ROW OF 3″ O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. TENSION STRAP PER TABLE 602.10.6.4(ON OPPOSITE SIDE OF SHEATHING) CONTINUOUSLY SHEATHED BRACED WALL PANEL MEETING MINIUMLENGTH REQUIREMENTS OF TABLE R602.10.5 BRACED WALL LINECONTINUOUSLY SHEATHED WITH WOOD STRUCTURALPANELS FASTEN TOP PLATE TOHEADER WITH TWO ROWS OF 16D SINKER NAILS AT3″ O.C. TYP. MIN. 3/8″ WOODSTRUCTURAL PANEL SHEATHING TYPICAL PORTAL FRAME CONSTRUCTION MIN. DOUBLE 2x4 POST(KING AND JACK STUD) NUMBER OF JACKSTUDS PER TABLES R602.7(1) & (2) ANCHOR BOLTS PER SECTION R403.1.6 NAIL SOLE PLATE TO JOISTPER TABLE R602.3(1) APPROVED BAND OR RIM JOIST (2) FRAMING ANCHORS APPLIED ACROSSSHEATHING JOINT WITH A CAPACITY OF 670 LBS INTHE HORIZONTAL AND VERTICAL DIRECTIONS WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST EXTENT OF HEADER WITH SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) 2′-18′ FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL MIN. 3″x11¼″ NET HEADER STEEL HEADER PROHIBITEDIF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADER WOOD STRUCTURAL PANELSHEATHING TO TOP OF BAND OR RIM JOIST NAIL SOLE PLATE TO JOIST PERTABLE R602.3(1) NAIL SOLEPLATE TO JOIST PER TABLER602.3(1) APPROVED BAND OR RIM JOIST ATTACH SHEATHING TO BAND OR RIM JOIST WITH 8D COMMON NAILS AT 3″ O.C. TOP AND BOTTOM WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST WOOD STRUCTURAL PANEL SHEATHING TO TOP OF BAND OR RIM JOISTMIN.OVERLAP9¼″NAIL SOLE PLATETO JOIST PER TABLE R602.3(1) FASTEN KING STUDTO HEADER WITH 6 16D SINKERS Copyright © 2020 ICC. ALL RIGHTS RESERVED. Accessed by Wayne Linderman (leclinderman@gmail.com), (-) Order Number #100954267 on Sep 30, 2020 09:57 AM (PDT) pursuant to License Agreement withICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION ORDISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 100954267 TOP OF GARAGE SLAB-2'-4"TOP OF SUBFLOOR 1ST FLOOR0'-0"2'-4"CEILING 1ST FLOOR9'-1 1/8"9'-1 1/8"TOP OF SUBFLOOR - 2ND FLOOR10'-7 7/8"1'-6 3/4"HIGHEST ROUGH CEILING18'-9"8'-1 1/8"HIGHEST RIDGE28'-0 3/16"9'-3 3/16"3'-0"3'-0"DASHED LINESREPRESENTLO/WOWINDOWDASHED LINESREPRESENTLO/WOWINDOWPATIO DOOR FOR WALKOUT OPTION1012WALKOUT OPTION 42" FROST FOOTING MIN.612612WINDOW WELLFB ONLY612512Plan Approval:________________________Date: _______These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:THE EVERESTDATE:A-1Overview:-Two-Story-2336 Finished Square Feet-1196 Unfinished Square Feet-4 Bedrooms 2 Full Bath-Three Stall GarageBid Set9/30/2019Stone CountsGarage 24 SFHouse Front 33 SFTotal Stone 57 SFI 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. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 1/8/2021 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTESCS-WSPCS-PFFOR LO/WO ALT: USE CS-WSP SELECTED10'-0"24'-0"6'-6"9'-6"16'1 1/2" M.OGARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x25'-8"6'-0"10'-0"10'-0"49'-11"10'1"39'10"49'-11"15'-2"7'-10"10'-10"10'-1"43'-11"2'-0"3'-11"3'-11"18'-3"31'-8"7'-2 1/2"11'-0 1/2"20'-0"11'-8"2'-8"These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.FOUNDATION PLANSHEET:1/4"=1'-0"DATE:FOUNDATION PLANA-2FOOTING NOTES:1: ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL.2: CONCRETE STRENGTH 5,000 PSI.3: PERIMETER FOOTING (20"x8")4: LOAD BEARING FOOTING (16"x8")5: DRAIN TILE PLACED ON INSIDE & OUTSIDE OF FOOTING.LOOK OUT BASEMENTBid SetFULL BASEMENT9/30/2019I 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. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 1/8/2021 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTESCS-WSPCS-PF 3036SH3'-10 13/16"2'-9"6'-0"6'-0"10'-0"10'-0"50'-0"30'-0"6"15'-6"46'-0"5'-9"11'-11"12'-10"9'-6"10'-0"40'-0"50'-0"15'-3"7'-10"10'-11"34'-0"These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.CONSTRUCTION NOTES:2x6 EXTERIOR FRAMING SPACED AT 16" O.C.2x6 GARAGE FRAMING SPACED AT 16" O.C.2x4 INTERIOR FRAMING SPACED AT 16" O.C.EXTERIOR WALL SHEATHING 1/2" OSB SHEATHING SUBFLOOR: 3/4" OSB EXTERIOR GRADE.ROOF SHEATHING: 15/32" OSB EXTERIOR GRADE. EXTERIOR MOISTURE PROTECTIVE BARRIER:STANDARD BUILDING WRAPMAINTENANCE FREE VINYL SIDING .040 THICKNESS.INSULATION NOTES:INSULATE ALL ACCESS DOORS/HATCHES TO ATTICINSULATION SPECIFICATION:ATTIC R-49 FIBERGLASS BLOW-INWALLS R-21 FIBERGLASS BATT'SFOUNDATION INSULATE ON EXTERIOR 2 3/8" ENEGY BOARDVENTILATION NOTES:ATTIC VENTILATION: AREA 1299 SQ FT.ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPACE. VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN.PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYPE AT ALL TRUSS BAYS.PROVIDE ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AREABLOW IN INSULATION R-49INSULATE ALL ACCESS DOORS/HATCHES TO ATTICASPHALT ROOF WITH #15 TAR PAPER UNDERLAYMENTSHEET:TRUSS DETAILS1. ALL TRUSSES SHALL CARRY MANUFACTURES STAMP.2. ALL TRUSSES SHALL BE INSTALLED AND BRACED TO MANUFACTURESSPECIFICATIONS.3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDINGDEPT. APPROVAL IF ENGINEERING CALCULATIONS.4. ALL TRUSSES SHALL HAVE DESIGN AND DRAWINGS ON SITE FORFRAMING INSPECTION.5. ALL ROOF FRAMING 24" O.C 6: OVERHANGS 18"STAIRWAY NOTESEvery Stairway Shall have Headroom Clearance of Not Less Than 6' 8".Stair MAX Rise 7 3/4" & MIN Run of 10".Handgrip On Handrails SHALL Not be less than 1 1/4" or More Than 2".Guard Rail Height of 36" MIN & Less Than 4" Opening on Spindles and StairRisers. Handrails Shall be at 34"-38" Above the nose of the tread and shall becontinuous the full length of the stairs with each end returned to the wall.Interior stairways shall be provided with a light source at each landing.DATE:NOTE:WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT)A-31/4"=1'-0"1ST FloorBid Set9/30/2019I 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. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 1/8/2021 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTESCS-WSPCS-PF(2) 1-3/4 x 16" LVL(2) 1-3/4 x 9-12" LVL 5'-4"9'-11"9'-5"8'-2"7'-10"6'-1"40'-0"6'-2"5'-8"12'-2"16'-0"36'-0"1'-0"12'-0"7'-8"10'-10"4'-6"40'-0"12'-9"7'-9"1'-0"6'-8"1'-2"10'-8"3'-11"PICTURE WINDOW SILL 48" ABOVE LANDINGLINE OF WALL BELOW10 : 1210 : 126 : 125 : 1210 : 121'-6"1'-6"4These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:ROOF PLANDATE:1/4"=1'-0"2nd FloorNOTE:WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT)1/4"=1'-0"Bid Set9/30/2019I 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. Signature: _______________________________ Typed or Printed Name: ____________________ Date______________ Lic.No._______________ “FOR STRUCTURAL SCOPE ONLY” 40154 Wayne C. Linderman 1/8/2021 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTESCS-WSPCS-PF Sawn Lumber Label Qty Description Length MF1 2 2x6 SPF_No.2 7’-0" MF2 3 2x10 SPF_No.2 7’-0" MF3 3 2x10 SPF_No.2 5’-0" MF4 8 2x6 SPF_No.2 5’-0" MF5 6 2x8 SPF_No.2 5’-0" MF6 2 2x6 SPF_No.2 4’-0"Loomis Homes-Master Layout-The Everest90710/22/2018Justin SpreitzerJustin Spreitzer 2631 Territorial Road St. Paul, MN, 55114 612-282-0976 RevisedDrawn By:Project #DateQUESTIONS? PLEASE CONTACT ME, 1. ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS. 2. REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. 3. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. 4. THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. 5. LAYOUT, QUANTITY AND LENGTH TO BE VERIFIED BY CONTRACTOR. Additional Notes General Notes 3 PLY 3 PLY 2 PLY 2 PLY 2 PLY 2 PLY 3 PLY 2-PLY 2 PLY 2-PLY 3 PLY MF2 MF3 MF5MF5 MF6 MF4 MF4 MF4 MF4 MF1 ***NOTE*** All Headers Up to 4'-11"=1 Trimmer All Headers Over 5'-0"=2 Trimmers Unless Noted Otherwise. Sawn Lumber Label Qty Description Length MF2 2 2x12 SPF_No.2 13’-0" MF4 2 2x8 SPF_No.2 8’-0" MF7 7 2x10 SPF_No.2 7’-0" MF8 2 2x6 SPF_No.2 6’-0" MF10 4 2x6 SPF_No.2 4’-0" MF11 2 2x6 SPF_No.2 3’-0" LP LSL Label Qty Description Length MF1 2 1-3/4x11-7/8 LP-LSL 1.55E 20’-0" MF3 2 1-3/4x11-7/8 LP-LSL 1.55E 10’-0" MF5 2 1-3/4x11-7/8 LP-LSL 1.55E 8’-0" MF6 2 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" MF9 2 1-3/4x9-1/2 LP-LSL 1.55E 4’-0"Loomis Homes-Master Layout-The Everest90710/22/2018Justin SpreitzerJustin Spreitzer 2631 Territorial Road St. Paul, MN, 55114 612-282-0976 RevisedDrawn By:Project #DateQUESTIONS? PLEASE CONTACT ME, 1. ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS. 2. REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. 3. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. 4. THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. 5. LAYOUT, QUANTITY AND LENGTH TO BE VERIFIED BY CONTRACTOR. Additional Notes General Notes 3 PLY MF7 (2)MF1 2 PLY 2 PLY 2 PLY 2 PLY 2 PLY2 PLY 2 PLY MF2 (2)MF3 MF4 2 PLY (2)MF6 MF7MF7 MF8 (2)MF9 MF10 MF10 MF11 (2)MF5 Loomis Homes-Master Layout-The EverestLP LSL Label Qty Description Length J1 4 1-3/4x9-1/2 LP-LSL 1.55E 34’-0" J2 13 1-3/4x9-1/2 LP-LSL 1.55E 22’-0" J3 7 1-3/4x9-1/2 LP-LSL 1.55E 16’-0" J4 7 1-3/4x9-1/2 LP-LSL 1.55E 12’-0" MD1 2 1-3/4x7-1/4 LP-LSL 1.55E 8’-0" MF1 1 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" MF2 2 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" MF4 4 1-3/4x9-1/2 LP-LSL 1.55E 6’-0" LP OSB Rim Label Qty Description Length RB 14 1-1/8x9-1/2 LP-OSB Rim 12’-0"90710/22/2018Justin Spreitzer1. FLOOR JOISTS TO BE 9-1/2" LP-LSL 1.55E @ 19.2" O.C. TYP. UNLESS OTHERWISE NOTED. 2. ALL BLOCKING PER STRUCTURAL PLAN 3. LOADING TO BE 40 PSF LL - 10 PSF DL UNLESS OTHERWISE NOTED. Justin Spreitzer 2631 Territorial Road St. Paul, MN, 55114 612-282-0976 Revised: 3/13/2020Drawn By:Project #DateQUESTIONS? PLEASE CONTACT ME, 1. ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS. 2. REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. 3. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. 4. THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. 5. LAYOUT, QUANTITY AND LENGTH TO BE VERIFIED BY CONTRACTOR. Additional Notes General Notes Sawn Lumber Label Qty Description Length MD2 2 2x6 SPF_No.2 6’-0" MD3 2 2x8 SPF_No.2 3’-0" MF3 4 2x8 SPF_No.2 6’-0" 10d box nails at 6"o.c. toe-nailed from outside of building. RIM BOARDA1 Same depth as I-joist Fasten rim board to each floor I-Joist using one 8d nail or 10d box nail per flange Blocking panels may be required with shear walls Bearing wall aligned under wall above Use double squash blocks as specified. Squash blocks must be cut 1/16" taller than I-Joist. 2x4 min. Stagger 8d or 10d box nails to avoid splitting Toe nail 8d or 10d box nail to plate SQUASH BLOCKSB2A7SOLID RIM AS STARTER JOIST Provide blocking for lateral support as required. Use LP I-Joist, LP LVL, LP LSL, or LP Rim Board as blocking Fasten rim board to each floor I-Joist using one 8d nail or 10d box nail per flange Start Framing Here 19.2" o.c. LOOKOUT OPTION WALKOUT OPTION A1 A7A1 A1 A7 A1 A7 A1 A7 A1 A7 B2 2 PLY J3 2 PLY 2 PLY 2 PLY B2 B2 B2 J3J3 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J1 J1 J1 J1 J4 J3 J4 J3 J4 J3 J4 J3 J4 J4 J4 RB5 RB10RB9 RB8 RB7 RB4 RB6 RB3 RB2 RB1 RB11 RB12 (2)MD1 MD3 MD2 MF3(2)MF2 MF1 MF3(2)MF4 (2)MF4 A1 3,612 541.80 72 207 207 541.80 (334.80) (3,612 x ,02) + 75147.24 73.62 X Passive (No Fan) Active (With fan and monometer or other system monitoring device ) Location (or future location) of Fan: Other Please Describe Here R10 X R20 X R20 X R49 X R49 X X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:60,000 Capacity in Gallons:Other, describe: AFUE or HSPF%95.5 Cfm's " round duct OR " metal duct X Not required per mech. code Passive Low: Other, describe: X Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor Loomis Homes LLC MN License Number BC653240 City Mailing Address of the Dwelling or Dwelling Unit Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 2.40 Bay Windows or cantilevered areas Floors over unconditioned area RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.28 Building envelope air tightness: Spray Urethane Lakeville5885 Upper 179th Street West THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade Below Entire Slab Total R-Value of all Types of InsulationType: Check All That Apply Mineral Fiberboard Insulation Location Foam, Closed Cell0.22 Describe other insulated areas Ceiling, flat Foundation Wall 50 Output in Tons:2 Appliances Cooling System Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted 2" Foam BoardNon or Not ApplicableFiberglass, BlownFiberglass, BattsRigid, Extruded Polystyrene Rim Joist (1st Floor) RE35056 BAONR18ADA Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Bradford Domestic Water Heater R-value Heating Gain Cooling Load 13 Model Heating System Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: 200 200 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 28,822Residential Load Calculation SEER /EER Efficiency 53,767 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: Date Certificate Posted Natural Gas Bryant 95SA04030S14 Heating Loss Manufacturer Bryant Electric MECHANICAL SYSTEMS Rating or Size Builders Associaton of Minnesota version 101014 3/4/22YAM