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LA212224 - 5377 178th Street W. - Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ _____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ NAME OF APPLICANT (Please Print)DATE I HEREBY APPLY FOR PERMIT AND ACKNOWLEDGE THAT ALL INFORMATION ON THIS APPLICATION IS COMPLETE AND ACCURATE. THIS IS NOT A PERMIT AND WORK IS NOT TO COMMENCE UNTIL SUCH TIME A PERMIT IS ISSUED. ALL WORK WILL COMPLY WITH LAKEVILLE CITY CODE, THE MINNESOTA STATE BUILDING CODE, AND THE APPROVED PLANS. INTEREST EARNINGS ON ESCROW ACCOUNTS, IF ANY, WILL BE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. OFFICE PHONE #:_ OFFICE PHONE #:_ *Entering your name affirms your intent to comply with the statement above. * Submit Application To: permits@lakevillemn.gov 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 CONDO REROOF RESIDE RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LOWER LEVEL FINISH ADDITION FOUNDATION ONLY MISCELLANEOUS DEMO APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CITY BUILDING VALUATION: $ BUILDING PERMIT FEES $PERMIT FEE $PLAN CHECK $SURCHARGE $METRO SAC $CITY WATER HOOKUP UNIT $CITY SEWER HOOKUP UNIT $LANDSCAPE ESCROW $TREE ESCROW $MISC ESCROW $PLUMBING $MECHANICAL $SEWER WATER WATER METER PRESSURE REDUCING VALVE $OTHER $TOTAL METER SIZE PRESSURE REDUCING VALVE SEWER/WATER SEWER/WATER FINAL STREET DRAINTILE BUILDING INFORMATION TYPE OF CONSTRUCTION ZONING CODE EDITION FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP MECHANICAL AIR TEST FINAL ROUGH-IN PLUMBING FINAL ROUGH-IN INSULATION LATH DECK FOOTING FIREPLACE FOOTING FOUNDATION FRAMING PORCH FRAMING PORCH FOOTING POURED WALL SITE LOWER LEVEL FINAL OTHER DECK FRAMING LOWER LEVEL FRAMING LANDSCAPING DECK FINAL $ $ ACCESSORY BUILDING EGRESS WINDOW UNDERGROUND Plan Approval:________________________ Date: _______ 3 : 12 6 : 12 8'-1 1/8"4'-1 1/8"8'-1 1/8"24'-0"3'-4"3'-4"3'-6"CLG. HGT. MAIN FLOOR MAIN FLOOR SUB CLG. HGT. 2ND FLOOR BASEMENT T.O.S. 2ND FLOOR SUB. HIGHEST RIDGE 3 : 12 6 : 12 8 : 12 2'-0" DASHED LINES REPRESENT LO/WO FTG MIN 42" DASHED LINE REPRESENT LO/WO OPTION STEP FOUNDATION PER GRADE 8 : 12 8 : 12 2'-0" DASHED LINE REPRESENT LO/WO OPTION STEP FOUNDATION PER GRADE 8 : 12 6 : 12 6 : 12 6 : 12 6 : 12 6 : 126 : 12 DASHED LINES REPRESENT PATIO WALKOUT OPTION DASHED LINES REPRESENT LOOKOUT/WALKOUT OPTION 6 : 12 6 : 12 6 : 12 6 : 12 6 : 126 : 12 These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET: DATE:5377 178th st WLakeville,MNLot 24 Block 3 Pheasent run of Lakeville 7thA-1 Overview:Overview: -Split-Entry Single-Family Home -2167 Finished Square Feet -0Unfinished Square Feet -4 Bedrooms 3 Full Bath -Three Stall Garage 4/5/2023 Aspen Elevation D 8/12 front facing Stone Counts Garage 18 SF House Front 38.5 SF Total Stone 56.5 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 05/12/2023dmathews LOOKOUT FOUNDATIONLOOKOUT FOUNDATION WALKOUT FOUNDATIONWALKOUT FOUNDATION SELECTED 4636RS 6068 Basement Slab 4" Concrete 2500 PSI Over 6 Mil Vapor Barrier Gravel base 2500 PSI 17'-0 1/4"14'-0"16'-11 3/4" 6'-9"9'-8"13'-2"4'-11 1/4"6'-4"2'-6"16'-11 3/4" 48'-0" 6'-6" FUTURE FAMILY ROOMFUTURE BEDROOM (3) 2x10 HDR(2) 2x8 HDR 2 3/8" FIBER BOARD HANG PLATES OVER 1/2" FOUNDATION SILL PLATE OVER HANG CONCRETE 48X2148X21WASHERDRYER 34"X48" SHOWER [48]WH4636RS 4636RS 26322468 3068 2668 1668UP Basement Slab 4" Concrete 2500 PSI Over 6 Mil Vapor Barrier Gravel base 2500 PSI GARAGE STRAPS 800LBS SUMP A/C FD GARAGE STRAPS 800LBS 16'1 1/2" M.O 8'1 1/2" M.O 9 1/2" LSL 9 1/2" LSL 10" WALLBRICK LEDGE 2"BRICK LEDGE 2" BRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"S2 S-1 S2 S-1 S2 S-1 S2 S-1 S4S4 E5E5 16'-11"20'-0"11'-0" 16'-11 1/4"14'-0"16'-9 3/4"2'-0"19'-10"28'-2"6'-0"5'-10"38'-2"6'-9"9'-8"3'-6"7'-0"2'-2"2'-11 1/2"5'-0 1/2"16'-11"5'-7"13'-2"3'-6"3'-6"17'-4"50'-0"6'-6" 4'-11 1/4"6'-4"2'-6"16'-9 3/4" 47'-9"10'-0"1'-10 1/2"16'-3"1'-10 1/2"1'-4 1/2"8'-3"1'-4 1/2" 30'-4" 11'-8"19'-4"19'-2"21'-2"6"1'-0"19'-3 3/4"7'-6 1/4"16'-0" 29'-8" X 21'-2" 16'-0" X 7'-4" 16'-0" X 19'-6"11'-0" X 12'-4" 8'-0" X 7'-4" GARAGE Note: 2x4 Bearing wall Studs at 16" OC Treated Bottom Plate / Block Midpoint Anchor 6' OC NOTE: FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" INSULATION (HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OH) NOTE: WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTH X HEIGHT)LOAD BEARING FTGS 20"X8"18" W TUB UTILITY FUTURE FAMILY ROOMFUTURE BEDROOM ROUGH-IN BATH DROPPED BEAM2" INSET FOR FOAM CUTOUT IN FOOTING FOR PLUMBING CUTOUT IN FOOTING FOR PLUMBING (2) 9 1/2" LSL HDR(3) 2x8 HDR(2) 2x8 HDR These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET: DATE:5377 178th st WLakeville,MNLot 24 Block 3 Pheasent run of Lakeville 7thA-2 1/4"=1' Foundation/ Lower Level 4/5/2023 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. Footings must extend a minimum of 4" beyond end of bearing points for HDR. DN DW SB6021 SB36 LCB36RB15RB30B30BD18-3B24RSB3621SB6021 SB36 LCB36RB15RB30B30BD18-3B24RSB362160" X30" TUB-SHOWER REF.U242484R34"X48" SHOWERW361224W3030W3012W3630W3030W3330W2430L6068 5040RS 5040RS 24685040RS 8070 16070 3050SH3050SH30683050SH 5068 24682468266826682468 24682668 2868 5068 UP @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES22x30 Attic Access 22x30 Attic Access42" Half Wall Wood Cap S2 S-1 S2 S-1 S2 S-1 S2 S-1 E4E4 S4S4 6'-4"6'-3"5'-1"12'-2"10'-8"2'-6"3'-6"14'-4"11'-0"5'-2" 2'-5 3/4" 6'-0" 8'-10"3'-11"3'-6"2'-0"3'-6"9'-0"5'-11"5'-5"12'-0"10'-0"5'-4"2'-6"3'-6"5'-9 3/4" 1'-7"3'-6"8'-6 1/4"2'-6"8'-11"9'-3 1/4"3'-7"10'-0"10'-0"5'-6"5'-6" 17'-0"20'-0"11'-0" 48'-0"17'-5"20'-7"38'-0"6'-0"50'-0"6'-0"2'-8 1/4"9'-4"2'-7"2'-0"20'-2 3/4"14'-7 1/4"2'-6"10'-8"50'-0"6'-6"6'-3" 12'-9"5'-5"12'-7"17'-3" 48'-0"8'-0"12'-11"8'-4" 5'-6 1/4" 2'-9 1/2" 6'-0"12'-10 1/4"3'-4 1/4"3'-4 1/4"2'-9 1/2"4'-8 3/4"10'-0"16'-6" X 12'-10" 5'-4" X 4'-8"10'-8" X 5'-2" 12'-1" X 10'-0" 5'-1" X 2'-2" 5'-0" X 8'-11" 8'-2" X 2'-2"1'-8" X 3'-3"8'-7" X 2'-2" 12'-1" X 10'-0" 13'-8" X 14'-2" 10'-8" X 5'-0" 30'-2" X 21'-8" 16'-11" X 11'-5" 5'-0" X 8'-0" GARAGE LIVING W.I.C. BEDROOM #3 BEDROOM #2 GARAGE SLAB 4" CONCRETE SLAB 3500 PSI BASE NOTE: FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" INSULATION (HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OH) NOTE: WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTH X HEIGHT) MASTER BDRM CLOSET BATH LINENCLOSET MASTER BATH ENTRY CLOSET KITCHEN 42" BAR TOP WALL ENTRY DINING (3) 2x10 HDR (2) 2x10 HDR (2) 2x10 HDR (2) 2x6 HDR(2) 2x6 HDR(2) 2x6 HDR (2) 2x6 HDR(2) 2x6 HDR(2) 2x8 HDR (2) 2x8 HDR These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET: 1/4"=1' DATE:5377 178th st WLakeville,MNLot 24 Block 3 Pheasent run of Lakeville 7thA-3 2nd Floor 4/5/2023 STAIRWAY 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. CONSTRUCTION NOTES: 2x6 EXTERIOR FRAMING SPACED AT 16" O.C. 2x4 GARAGE FRAMING SPACED AT 16" O.C. 2x4 INTERIOR FRAMING SPACED AT 24" O.C. EXTERIOR WALL SHEATHING 1/2" OSB. SUBFLOOR: 3/4" OSB EXTERIOR GRADE. ROOF SHEATHING: 15/32" OSB EXTERIOR GRADE. EXTERIOR MOISTURE PROTECTIVE BARRIER: BUILDING WRAP MAINTENANCE FREE VINYL SIDING .040 THICKNESS. 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 NOTES: ATTIC VENTILATION: AREA /1328 SQ FT. ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 300 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 TRUSS 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" (2)16" LVL per Engineering (2)9-1/2 LVL per Engineering CS-PF CS-PF CS-PF CS-PF -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). INSULATION CHUTE VAULTED CEILING OPTION 4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS. 9 1/2" Joists SEAL BEHIND POLY 1/2" GYPSUM SAG RESISTANT W/ VAPOR BARRIER 1/2" SHEATHING 1/2" GYPSUM 2x6 STUDS AT 16" OC #15 TAR PAPER ASPHALT SHINGLES SOFFIT FASCIA FINISH SIDING 15/32" SHEATHING R21 INSULATION MANUFACTURED TRUSSES 24" OC. INSTALLED PER MFG SPEC'S R49 INSULATION VENT 1/300TH OF ROOF AREA 50% TO 80% NEAR RIDGE REMAINDER IN SOFFIT PER IRC R806 POLYSTYRENE VENTILATION CHUTES 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) RIGID WINDWASH BARRIER MUST BE INSTALLED EXTENDING TO WITHIN 1" FROM BOTTOM OF ROOF SHEATHING BETWEEN ALL TRUSS SPACES MIN 6" ENERGY HEEL ROOF ASSEMBLY MAY REQUIRE RAFTER/TRUSS TIE DOWNS ICE AND WATER REQ. FROM THE EAVES TO A LINE 24" INSIDE THE EXTERIOR WALL LINE INTERIOR INSULATION UNLESS BLOWER DOOR TEST @ 2.6 AIR CHANGES SEALANT BY CARPENTER PRIOR TO SHEATHING WATCH DOG H3 WATER PROOF 3/4" SUBFLOOR 3" MIN POLYURETHANE FOAM AT RIM JOIST 2 3/8" ENERGY BOARD 3 1/2" CONC. SEAL ALL JOINTS @ SUMP AND OPENINGS 6 MIL POLY VAPOR BARRIER LAPPED SEAMS 12" BETWEEN 4" CLEAN AGGREGATE CAST-IN-PLACE ANCHOR BOLT 8" POURED CONC.WALL 20 X 8 CONCRETE FOOTING 5,000 PSI CONTINUOUS DRAIN TILE INTO SUMP PUMP. TREATED SILL PLATE W/ SILL SEAL SEAL BEHIND POLY FINISH GRADE WILL VARY SEAL BEHIND POLY PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM" ABOVE GRADE PROTECTION OF ENERGY BOARD EXTENDING 6" BELOW GRADE SEAL JOINT BETWEEN FOUNDATION WALL AND SLAB WITH APPROVED SEALANT 4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS. ENTRY KITCHEN PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF PASSIVE RADON VENT10' SECTION OF PERFORATED PIPE CONNECTED TO EACH SIDE OF A "T" FITTING IN AGGREGATEPASSIVE RADON VENTPASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF 4'-10 3/4"4'-0 1/4"8'-1 5/8"10 1/4"8'-1 1/8"These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET: DATE:5377 178th st WLakeville,MNLot 24 Block 3 Pheasent run of Lakeville 7thS1 4 S1 4 S2 4 S2 4 SCALE 1/2"=1'-0" SCALE 3/8"=1'-0" A-4 4/5/2023 75149 3 : 126 : 128 : 12 8 : 12 8 : 126 : 126 : 128'-4"1'-6"1'-6"1'-0"1'-6" 1'-0" 1'-0" 5'-10"These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET: DATE:5377 178th st WLakeville,MNLot 24 Block 3 Pheasent run of Lakeville 7thROOF PLAN A-5 1/4"= 1' ATTIC VENTILATION: AREA /1328 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 ATTIC VENTILATION NOTES 4/5/2023 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. DN DW REF.UP 3 CO/SD CO/SD CO/SD CO/SD R WP WP GFCI 3 R R C C C C R R RR 3 3 R RR GARAGE LIVING W.I.C. BEDROOM #3 BEDROOM #2 EP MASTER BDRM CLOSET BATH LINENCLOSET MASTER BATH ENTRY CLOSET KITCHEN ENTRY DINING WHUP SUMP GARAGE UTILITY FUTURE FAMILY ROOMFUTURE BEDROOM ROUGH-IN BATH These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET: DATE:5377 178th st WLakeville,MNLot 24 Block 3 Pheasent run of Lakeville 7thA-6 Lower Level Electrical 2nd Floor Electrical 4/5/2023 Smoke 6 : 12 8'-1 1/8"4'-1 1/8"8'-1 1/8"24'-0"4'-10 3/4"2'-8"2'-8"3'-6"12 6 CLG. HGT. MAIN FLOOR MAIN FLOOR SUB CLG. HGT. 2ND FLOOR BASEMENT T.O.S. 2ND FLOOR SUB. HIGHEST RIDGE 6 : 12 Exterior Elevation Front 6 : 12 6 : 12 DASHED LINES REPRESENT PATIO WALKOUT OPTION DASHED LINES REPRESENT LOOKOUT/WALKOUT OPTION 6 : 12 6 : 12 Exterior Elevation Back 6 : 12 2'-0" DASHED LINE REPRESENT LO/WO OPTION STEP FOUNDATION PER GRADE 6 : 12 Exterior Elevation Right 6 : 12 6 : 12 2'-0" DASHED LINES REPRESENT LO/WO FTG MIN 42" 6 : 12 6 : 12 Exterior Elevation Left P-1 SHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 4/3/2023 ASPEN A ASPEN A,B,C &D ELEVATIONS FORMASTER PERMIT COPY DN UP 6 : 126 : 12 6 : 12 6 : 12 6 : 126 : 121'-6"1'-0" 1'-0" 1'-6" SHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 4/3/2023 ASPEN A ROOF LAYOUT ASPEN A,B,C &D ELEVATIONS FORMASTER PERMIT COPY 6 : 12 6 : 12 8'-1 1/8"4'-1 1/8"24'-10 9/16"3'-6"12 6 CLG. HGT. MAIN FLOOR MAIN FLOOR SUB BASEMENT T.O.S. HIGHEST RIDGE 6 : 12 6 : 12 Exterior Elevation Front 6 : 12 6 : 12 6 : 12 6 : 126 : 126 : 12 DASHED LINES REPRESENT PATIO WALKOUT OPTION DASHED LINES REPRESENT LOOKOUT/WALKOUT OPTION 6 : 12 6 : 12 6 : 12 6 : 126 : 126 : 12 Exterior Elevation Back 6 : 12 2'-0" DASHED LINE REPRESENT LO/WO OPTION STEP FOUNDATION PER GRADE 6 : 12 Exterior Elevation Right 6 : 12 2'-0" DASHED LINES REPRESENT LO/WO FTG MIN 42" 6 : 12 Exterior Elevation Left SHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 4/3/2023 ASPEN B ASPEN A,B,C &D ELEVATIONS FORMASTER PERMIT COPY DN UP 6 : 126 : 12 6 : 12 6 : 126 : 126 : 126 : 121'-6"1'-6"1'-6" 1'-0" 1st Floor SHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 4/3/2023 ASPEN B ROOF LAYOUT ASPEN A,B,C &D ELEVATIONS FORMASTER PERMIT COPY 6 : 12 8'-1 1/8"4'-1 1/8"24'-10 5/8"3'-6"12 6 CLG. HGT. MAIN FLOOR MAIN FLOOR SUB BASEMENT T.O.S. HIGHEST RIDGE 6 : 12 Exterior Elevation Front 6 : 12 6 : 12 6 : 12 DASHED LINES REPRESENT PATIO WALKOUT OPTION DASHED LINES REPRESENT LOOKOUT/WALKOUT OPTION 6 : 12 6 : 12 6 : 12 Exterior Elevation Back 6 : 12 2'-0" DASHED LINES REPRESENT LO/WO FTG MIN 42" DASHED LINE REPRESENT LO/WO OPTION STEP FOUNDATION PER GRADE 6 : 12 Exterior Elevation Left 6 : 12 6 : 12 2'-0" DASHED LINE REPRESENT LO/WO OPTION STEP FOUNDATION PER GRADE 6 : 12 6 : 12 Exterior Elevation Right SHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 4/3/2023 ASPEN C ASPEN A,B,C &D ELEVATIONS FORMASTER PERMIT COPY 6 : 126 : 12 6 : 126 : 126 : 126 : 126 : 12 6 : 12 1'-6" 1'-6" 1'1'-6"Attic SHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 4/3/2023 ASPEN C ROOF LAYOUT ASPEN A,B,C &D ELEVATIONS FORMASTER PERMIT COPY 6 : 126 : 126 : 126 : 126 : 12 3 : 12 6 : 12 8'-1 1/8"4'-1 1/8"8'-1 1/8"24'-0"12 6 CLG. HGT. MAIN FLOOR MAIN FLOOR SUB CLG. HGT. 2ND FLOOR BASEMENT T.O.S. 2ND FLOOR SUB. HIGHEST RIDGE 6 : 126 : 126 : 126 : 126 : 12 3 : 12 6 : 12 Exterior Elevation Front 6 : 126 : 12 2'-0" DASHED LINE REPRESENT LO/WO OPTION STEP FOUNDATION PER GRADE 6 : 126 : 12 Exterior Elevation Right 6 : 126 : 12 6 : 12 6 : 12 6 : 12 2'-0" DASHED LINES REPRESENT LO/WO FTG MIN 42" DASHED LINE REPRESENT LO/WO OPTION STEP FOUNDATION PER GRADE 6 : 126 : 12 6 : 12 6 : 12 6 : 12 Exterior Elevation Left 6 : 126 : 12 6 : 12 6 : 12 6 : 126 : 126 : 12 DASHED LINES REPRESENT PATIO WALKOUT OPTION DASHED LINES REPRESENT LOOKOUT/WALKOUT OPTION 6 : 126 : 12 6 : 12 6 : 12 6 : 126 : 126 : 12 Exterior Elevation Back SHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 4/3/2023 ASPEN D ASPEN A,B,C &D ELEVATIONS FORMASTER PERMIT COPY 75149 3 : 126 : 126 : 12 6 : 12 6 : 12 6 : 126 : 128'-4"1'-6"1'-6"1'-0"1'-6" 1'-0" 5'-10" Attic SHEET: SCALE:DRAWINGS PROVIDED BY:DATE: 4/3/2023 ASPEN D ROOF LAYOUT ASPEN A,B,C &D ELEVATIONS FORMASTER PERMIT COPY 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 Aspen Bracing Plans Bracing Plans, Details 12/28/2020 BRACING WALL NOTES: CODE: MINNESOTA RESIDENTIAL CODE 2020 WIND: 115 MPH, EXP C HEADER NOTES: LVL: 2.0E 2950 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 12/28/2020 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 Plan Approval:________________________Date: _______6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 12DASHED LINESREPRESENT PATIOWALKOUT OPTIONDASHED LINES REPRESENT LOOKOUT/WALKOUT OPTION6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 128'-1 1/8"4'-1 1/8"8'-1 1/8"24'-0"4'-10 3/4"126CLG. HGT. MAIN FLOORMAIN FLOOR SUBCLG. HGT. 2ND FLOORBASEMENT T.O.S.2ND FLOOR SUB.HIGHEST RIDGE6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 12DASHED LINES REPRESENT LO/WO FTGMIN 42"DASHED LINE REPRESTEP FOUNDATION P6 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 126 : 12DASHED LINE REPRESENT LO/WO OPTIONSTEP FOUNDATION PER GRADE6 : 126 : 126 : 126 : 12These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:DATE:Bid SetA-1Overview:-Split-Entry Single-Family Home-1426 Finished Square Feet-741 Unfinished Square Feet-3 Bedrooms 2 Full Bath-Three Stall Garage9/30/2019Elevation A 6/12 GablesStone CountsGarage 18 SFHouse Front 38.5 SFTotal Stone 56.5 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 12/28/2020 CS-WSPCS-PFFOR LO/WO ALT: USE CS-WSPSTRUCTURAL SCOPE INCLUDES:WALL BRACING NOTES LOOKOUT FOUNDATIONFOUNDATION SILL PLATE OVERHANG(2) 2x8 Green HDR2x8 Green JoistWallx8 Ledger4636RS4636RSBasement Slab4" Concrete 2500 PSIOver 6 Mil Vapor BarrierGravel base 2500 PSIGAR800LBRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"S2S-1S2S-1S2S-1S2S-115'-0"20'-0"11'-0"15'-0 1/4"14'-0"16'-11 3/4"5'-10"5'-10"38'-4"15'-0"13'-2"3'-6"3'-6"17'-6"9'-0"46'-0"14'-4" X 5'-2"NOTE:FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" INSULATION(HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OH)NOTE:WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTH X HEIGHT)UNEXCAVATEDThese plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:DATE:Bid SetA-21/4"=1'Foundation/ Lower Level9/30/2019CS-WSPCS-PFI 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 12/28/2020 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTES 5040RS5040RS5040RS2636SH8070160702852SH2852SH2852SH@ @ 24" O.C.ROOF TRUSSES22x30 Attic AccessS2S-1S2S-1S2S-1S2S-16'-3"9'-5"5'-7"2'-0"16'-0"2'-0"1'-6"8'-0"1'-6"15'-0"20'-0"11'-0"25'-10"12'-2"38'-0"6'-0"6'-0"50'-0"14'-10"2'-6"10'-8"2'-0"20'-0"28'-0"50'-0"6'-6"12'-9"5'-5"12'-7"15'-3"46'-0"2'-7"5'-0"5'-6 3/4"5'-9"12'-0"11'-6"2'-11"2'-7"302 X 218GARAGE SLAB4" CONCRETE SLAB3500 PSI BASENOTE:FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" INSULATION(HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OH)NOTE:WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTH X HEIGHT)These plans are are property ofLoomis Homes LLC and may notbe reproduced or used withoutwritten consent.SHEET:1/4"=1'DATE:Bid SetA-32nd Floor9/30/2019STAIRWAY 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.CONSTRUCTION NOTES:2x6 EXTERIOR FRAMING SPACED AT 16" O.C.2x4 GARAGE FRAMING SPACED AT 16" O.C.2x4 INTERIOR FRAMING SPACED AT 24" O.C.EXTERIOR WALL SHEATHING 1/2" OSB.SUBFLOOR: 3/4" OSB EXTERIOR GRADE.ROOF SHEATHING: 15/32" OSB EXTERIOR GRADE. EXTERIOR MOISTURE PROTECTIVE BARRIER: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 EXTERIORNOTES:ATTIC VENTILATION: AREA /1328 SQ FT.ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 300 SQ. FEET OF ATTIC SPACE. VENTILATIONSHALL 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 ININSULATION R-49, INSULATE ALL ACCESS DOORS/HATCHES TO ATTIC. ASPHALT ROOF WITH#15 TAR PAPER UNDERLAYMENTTRUSS 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"CS-WSPCS-PF(2) 1-3/4 x 16" LVLI 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 12/28/2020 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTES(2) 1-3/4 x 9-1/2" LVL 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 Date Certificate Posted Natural Gas Bryant 95SA04030S14 Heating Loss Manufacturer Bryant Electric MECHANICAL SYSTEMS Rating or Size Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: 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): 21,758Residential Load Calculation SEER /EER Efficiency 45,427 Heating Gain Cooling Load 13 Model Heating System Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: 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 2" Foam BoardNon or Not ApplicableFiberglass, BlownFiberglass, BattsRigid, Extruded Polystyrene Foundation Wall 50 Output in Tons:2 Appliances Cooling System Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted 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 Lakeville5377 - 178th Street West THERMAL ENVELOPE Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade Below Entire Slab Bay Windows or cantilevered areas Floors over unconditioned area RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.28 Building envelope air tightness: Spray Urethane Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: 1.81 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 Builders Associaton of Minnesota version 101014 TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS 118.34 59.17 =(.02 x 2,167) + 75 = 118.34 ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies 0.15 0.00 135.00 135.00 135.00 0.00 135.00 0.09 0.00 135.00 135.00 135.00 0.00 135.00 0.06 0.00 135.00 135.00 135.00 0.00 135.00 0.03 0.00 135.00 135.00 135.00 0.00 135.00 2,167 325.05 325.05 -190.05 TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in 2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = 1 0.00 1.00 0 1 0.00 0 0 0 0 3,000 0.00 0.00 1.00 0.00 X 60,000 Electric IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Recher Hvac HVAC Load Calculations for Aspen Prepared By: Monday, April 27, 2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Auer Steel (Plymouth)Recher Hvac Plymouth, MN 55441 Page 2 Project Report General Project Information Project Title:Recher Hvac Project Date:Monday, April 27, 2020 Client Name:Aspen Design Data Reference City:Minneapolis/St. Paul AP, Minnesota Building Orientation:Front door faces East Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 n/a n/a 72 n/a Summer:88 72 47%50%75 29 Check Figures Total Building Supply CFM:747 CFM Per Square ft.:0.260 Square ft. of Room Area:2,876 Square ft. Per Ton:1,586 Volume (ft³):21,705 Building Loads Total Heating Required Including Ventilation Air:45,427 Btuh 45.427 MBH Total Sensible Gain:16,684 Btuh 77 % Total Latent Gain:5,074 Btuh 23 % Total Cooling Required Including Ventilation Air:21,758 Btuh 1.81 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. \\auerfiles\FILES ...\Recher HVAC - ASPEN.rh9 Monday, April 27, 2020, 8:05 AM 5/2/23 X PM