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LA222495-5365 177th St 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: _______3'3'-6"3'-8"4" LP TRIM AROUND WINDOW 6" LP Trim6" LP Trim 4" T R I M 4" T R I M 4" T R I M 4" T R I M DASHED LINES REPRESENT LO/WO OPTION WINDOW FOR FB ONLY STEP GRADE PER SITE CONDITIONS WINDOW WELL REQUIRED ON ALL FB/LO & WO DASHED LINES REPRESENT LO/WO OPTION STEP GRADE PER SITE CONDITIONS DASHED LINES REPRESENT PATIO WALKOUT OPTION LO/WO WINDOW LO/WO WINDOW8'-1 1/8"1'-6 3/4"9'15'-7 1/4"DASHED LINES REPRESENT LO/WO OPTION NO WINDOW FOR FULL BASEMENT OPTION These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET: DATE: A-1 THE Waterford II Overview: -Rambler Single-Family Home -1830 Finished Square Feet -1539 Unfinished Square Feet -3 Bedrooms 2 Full Bath -Three Stall Garage 5365 177th st WLakeville,MNLot 16 Block 2 Pheasant run of Lakeville 7th2/28/2024 ELEVATION C Stone Counts Garage 18 SF House Front 42 SF Total Stone 60 SF Secure door closed until deck is constructed with a separate permit. Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 03/19/2024jnuetzman 5036RS 5036RS 5036RS S1S1 Section 17'-4"18'-0 1/2"15'-1 1/2"7'-6" 48'2 1/2 x 18 Eng. Lumber Joists 19 3/16" OCSTEP FOUNDATION PER GRADE (2) 2x10 HDR (2) 2x10 HDR (3) 2x8 HDR 5036RS 5036RS 6068 S1S1 7'-4"18'-0 1/2"15'-1 1/2"7'-6" 48'2 1/2 x 18 Eng. Lumber Joists 19 3/16" OC(2) 9 1/2" LSL HDR(2) 2x10 HDR(2) 2x10 HDR SELECTED S S S S 60"x21"60"x21"Calypso Bathtub - Type 3 Gas Furnace 5036RS5036RS266828682468 2668 266826682868UP FD SUMP 16'1 1/2" M.O 8'1 1/2" M.O 3'-9"EGRESS PITDRAIN TILE SLEEVE3'-9"EGRESS PITDRAIN TILE SLEEVEGARAGE STRAPS 800LBS x2 GARAGE STRAPS 800LBS x2 GARAGE STRAPS 800LBS x2 GARAGE STRAPS 800LBS x2 EGRESS PIT REQUIRED ON ALL FOUNDATIONS BRICK LEDGE 2" BRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"10" WALLBRICK LEDGE 2" 8'4" POURED WALLS 6' 10 5/8" PLATE HEIGHT 9' POURED WALLS 7'6" HEADER HEIGHT 3'-6" 17'-5 1/2"6'-11"19'7'-8"5'5'10'9'-4" 10'19'-4"8'-3 1/2"13'-3 1/2" 50'-11"23'-5"6'-9"8"20'-9"2'53'-7"47'-10" 3'-1"7'-5 1/2"6'-6"24'-5 1/4"8'-5"2'-1"4'-8 1/4"13'-11 1/2"32'-10 1/4"53'-7"22'-11 1/2"3'-0 3/8"1'-4"21'-5"30'-2"3'-9"25'-7" 29'-4" 25'-4 3/4"22'-5 1/4"6'-0 3/4"18'-4 15/16"4'-8"7'-6"23'-5"7'-6"8'-5"51'-6"4'-4"7'-10 1/2"6'-11 3/4"17'-10 1/4"13'-9"7' 7'-5 1/2" 18'-8" 20'-6 1/4" 14'-3 1/4"5'-11 3/4"20'-1"9'-7 1/4"28'-6 1/2"22'-1"21'-7"3'-11 1/2"3'-8"23'-5 1/2" 14'-4 1/2" 10'-8" 26'-5" X 6'-9" 13'-1" X 4'-0" 46'-6" X 31'-10" 5'-10" X 11'-8" 14'-6" X 13'-11" WINDOW LOCATION FOR FB ONLY FUTURE BEDROOM #4BATH CLOSET FUTURE FAMILY UTILITY 3'x3' x15" PAD FTG DROPPED BEAM Beam Pocket 16" wide 14" Deep 3 1/2" Bearing VOID IN FTG FOR PLUMBING FRAME WALL AND DOOR FOR NON FINISHED BASEMENT OPTION ONLY (2) 2x6 HDR(2) 2x6 HDR(2) 2x10 HDR(2) 2x6 HDR 30"x30"x12" Pad footing required on Clay soil NOT REQUIRED ON SANDY SOILS These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.FOUNDATION PLAN FOUNDATION LOOKOUT OPTION SHEET: 1/4"=1'-0" FOUNDATION WALKOUT OPTION 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.5365 177th st WLakeville,MNLot 16 Block 2 Pheasant run of Lakeville 7thFULL BASEMENT 2/28/2024 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 PFH: Per R602.10.6.2 HEADER AS SHOWN SHEATHING PER DETAILS ATTACHED SIMPSON STHD14 HOLD DOWNS OR EQUAL AT PANEL ENDS SIMPSON MSTI48 STRAP TIES OR EQUAL AT HEADER ENDS TO JAMB STUDS 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 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 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" 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. DNSB6021 SB48 SB36 3DB21Dishwasher 2 2DB21 B393DB21 LSB36LB12R1DB30B24RB21R SB42SB6021 SB48 SB36 3DB21Dishwasher 2 2DB21 B393DB21 LSB36LB12R1DB30B24RB21R SB42 DryerWasher34"x48" SHOWERR36"30x60 FBGLS TUBW3636 W3636 DCW2436RW3036 W2436RW371825Wall Canopy Hood 50684468MU 5050RS 3036SH5046RS2868 8070 16070 2020FX 5050RS 8050TS 7080 4068246826682668 3068 SRO30682468 2668 266828682468 24682468 266840682668 42" Half Wall Wood Cap 9' 1 1/8" PLATE HEIGHT 7'6" HEADER HEIGHT 4'-7 1/2"7'-2" 2'-4 1/2" 6'-10" 12'3'-8"6'-5 3/8"3'-1 1/4"6'-6"6'-8" 8'-10" 26'-6 1/2"3'-6"3'-6" 9'-9" 13'-11" 6'-10 1/2"2'-10 1/2"4'-8"4'-6 3/4"4'-2 3/4"3'-4 1/2"10'-0 3/4"4'-2 1/2"5'-5 1/2"1'-5"5'4'-8"2'-4"12'-1"1'-6"14'-3 1/2" 3'-6" 4'-1 1/4"3'-3 1/2"2'-2"5'-3"7'-5 1/2"5'5'10'10' 10'20'7'-7 1/2"1'-7"11'-9 1/2" 51' 7'-4"18'-0 1/2"8'-0 1/2"7'-1"7'-6" 33'-5"14'-7" 48' 3'14'-9 3/4"8'-8 1/4"6'-10"4 3/4"20'-11 1/4"2'53'-8"5'-4"5'-5 1/2"10'15'2'10'-5"5'-5 1/2"10'-9 1/2"25'53'-8"19'-4 1/2"2'-10 1/2" 8'-11 1/2"8'-3 1/2" 1'-7"4'-8 1/2"5'-6"2' 12'-9"9'-4 3/4"17'-0 1/2" 4'-1"1'-10 1/2"2'-3 1/2"2'-2"5' 6'-2" 29'-0" X 22'-5" 8'-7" x 6'-8" 11'-11" x 10'-5" 6'-6" X 8'-5" 6'-10" X 21'-8" 15'-6" X 24'-2" 15'-1" X 22'-6" 14'-1" x 14'-0" 9'-6" x 4'-11" 11'-0" x 9'-5" 6'-10" x 8'-2" 8'-9" x 6'-8" 8'-1" x 6'-8" GARAGE Bedroom #3 Bath PORCH Master Bdrm Master Closet Master Bath Laundry Mud Room Bedroom #2 Optional BenchOptionalFireplace(2) 2x10 HDR under wall ANGLE CEILING TIE 1/2 WALL INTO FLOOR TRUSSES 2x6 wall Inset step into stoop sidewalk 42" from stoop run to end of stoop 5 shelf Linen COAT CLOSET PANTRY OPTIONAL RECYCLE CENTER Opt. Door(2) 2x10 HDR (3) 2x10 HDR (2) 9 1/2" LSL HDR (2) 2x6 HDR(2) 2x6 HDR(3) 2x10 HDR (2) 2x10 HDR (2) 2x8 HDR (2) 11 7/8 LSL (2) 2x12 HDR (2) 2x6 HDR HALL DINING GREAT ROOM Filler fridge panel fridge panel VAULTED W3036 B21R3DB21LSB36L W3636 B39 2DB21 W3636W3036 B21R3DB21LSB36L W3636 B39 2DB21 W3636 1DB30 W2436R B24R DCW2436R W371825 LSB36LB12R OPTIONAL TILE B.S. - METAL EDGE 1DB30 W2436R B24R DCW2436R W371825 LSB36LB12R 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 WRAP MAINTENANCE FREE VINYL SIDING .044 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 2 3/8" ENERGY BOARD SHEET: DATE: A-3 1/4"=1' 1ST Floor 5365 177th st WLakeville,MNLot 16 Block 2 Pheasant run of Lakeville 7th2/28/2024 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 PFH: Per R602.10.6.2 HEADER AS SHOWN SHEATHING PER DETAILS ATTACHED SIMPSON STHD14 HOLD DOWNS OR EQUAL AT PANEL ENDS SIMPSON MSTI48 STRAP TIES OR EQUAL AT HEADER ENDS TO JAMB STUDS 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 -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). (2)9-1/2 LVL (2) 1-3/4 x 16" LVLPFH PFH PFH PFH point loads 8 : 12 8 : 12 GMX Ultra-Shield WATER PROOF Extruded Foam Board/Foundation Insulation With 6 Mill Poly 6-mil polyethylene slip sheet over the entire exterior surface PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER 1303.2402 2020 MRC TERMINATE 12" ABOVE ROOF8'-8"9'1'-6 3/4"8'-1 1/8"4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS. 18" Floor Truss 19.2" OC. SEAL BEHIND POLY 5/8" GYPSUM SAG RESISTANT W/ VAPOR BARRIER 1/2" SHEATHING 1/2" GYPSUM 2x6 STUDS AT 16" OC #15 TAR PAPER ASPHALT SHINGLES SOFFIT FASCIA INSULATION CHUTE 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 3/4" SUBFLOOR 3" MIN POLYURETHANE FOAM AT RIM JOIST 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 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. PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM"PASSIVE RADON VENTPASSIVE RADON VENTPASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER 1303.2402 2020 MRC TERMINATE 12" ABOVE ROOF 8 : 12 8 : 12 These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET: 3/8"=1'-0" DATE: S-1 S1 5365 177th st WLakeville,MNLot 16 Block 2 Pheasant run of Lakeville 7th2/28/2024 4 : 124'2'-2"10' DN 921527 : 127 : 128 : 12 8 : 12 8 : 12 8 : 12 1'-6"4'-6"7 1/4" RISE 10" TREAD SOLID WOOD CAP RAILING WALL 42" HEIGHT MIN. 6'-8" HEADROOM 18" Floor Truss 19.2" OC.18" Floor Truss 19.2" OC.These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET: DATE:5365 177th st WLakeville,MNLot 16 Block 2 Pheasant run of Lakeville 7th2/28/2024 ROOF PLAN 3/8"=1'-0" S2 1/4"=1'-0" Dormer specs 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 C C GFCI GFCI WP WP EP R R RR R R RR T 3 3 3 3 WP WP R R 6'-10"5'-8"5'-9"5'-9"4'-3"3'-9"2'8'7'5'-6"6'-6"MOUNT OUTLET ABOVE FP S S S S UP These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET: DATE: 1ST Floor ElectricalLower Level Electrical 5365 177th st WLakeville,MNLot 16 Block 2 Pheasant run of Lakeville 7th2/28/2024 Smoke Smoke Smoke CO Smoke Smoke CO Smoke 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 PFH: Per R602.10.6.2 HEADER AS SHOWN SHEATHING PER DETAILS ATTACHED SIMPSON STHD14 HOLD DOWNS OR EQUAL AT PANEL ENDS SIMPSON MSTI48 STRAP TIES OR EQUAL AT HEADER ENDS TO JAMB STUDS 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 Waterford Bracing Plans Bracing Plans, Details 2/8/2021 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 2/8/2021 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 251 For SI: 1 inch = 25.4 mm. FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) TENSION STRAP PERTABLE R602.10.6.4 (ONOPPOSITE SIDE OF SHEATHING) FASTEN KING STUDTO HEADER WITH 6 16D SINKERS FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3″ GRIDPATTERN AS SHOWN HEADER TO JACK-STUD STRAP PER TABLER602.10.6.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHING MIN. DOUBLE 2x4 FRAMING COVERED WITH MIN. 3/8″ THICK WOOD STRUCTURAL PANEL SHEATHINGWITH 8D COMMON OR GALVANIZED BOX NAILS AT3″ O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2) 3500 LB STRAP-TYPE HOLD-DOWNS(EMBEDDED INTO CONCRETE AND NAILED INTOFRAMING) PONY WALLHEIGHT MIN. REINFORCING OF FOUNDATION, ONE #4 BARTOP AND BOTTOM OF FOOTING. LAP BARS 15″ MIN. MIN. FOOTING SIZE UNDER OPENING IS 12″x12″. A TURNED-DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS.12′ MAX. TOTAL WALL HEIGHT10′ MAX. HEIGHTMIN. (1) 5/8″ DIAMETER ANCHOR BOLT INSTALLED PER SECTION R403.1.6 - WITH 2″x 2″ x3/16″ PLATE WASHER FRONT ELEVATION SECTION IF NEEDED, PANELSPLICE EDGES SHALL OCCUR OVER AND BENAILED TO COMMONBLOCKING WITHIN THE MIDDLE 24″ OF THEPORTAL-LEG HEIGHT. ONE ROW OF 3″ O.C.NAILING IS REQUIREDIN EACH PANEL EDGE. FASTEN TOP PLATE TOHEADER WITHTWO ROWS OF 16DSINKER NAILS AT 3″ O.C. TYP. MIN. 3/8″ WOOD STRUCTURALPANEL SHEATHING TYPICAL PORTALFRAME CONSTRUCTION MIN. DOUBLE 2x4 POST (KING AND JACK STUD).NUMBER OF JACK STUDSPER TABLES R602.7(1) & (2). MIN. 1000 LB. HOLD-DOWNDEVICE (EMBEDDED INTOCONCRETE AND NAILED INTO FRAMING). 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 PROHIBITED IF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADER 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 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 7 : 127 : 127 : 127 : 127 : 127 : 123'-6"3'3'4" LP TRIM AROUNDWINDOW7 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 12DASHED LINESREPRESENT PATIOWALKOUT OPTION8'-1 1/8"1'-6 3/4"9'15'-7 1/4"DASHED LINES REPRESENT LO/WO OPTIONNO WINDOW FORFULL BASEMENTOPTION7 : 127 : 127 : 127 : 127 : 127 : 128 : 128 : 128 : 128 : 128 : 12712712DASHED LINES REPRESENT LO/WO OPTIONWINDOW FORFB ONLYSTEP GRADE PER SITE CONDITIONS8 : 128 : 128 : 128 : 128 : 128 : 128 : 128 : 128 : 128 : 128 : 12DASHED LINES REPRESENT LO/WO OPTIONSTEP GRADE PER SITE CONDITIONS8 : 128 : 128 : 128 : 128 : 128 : 12Plan Approval:________________________Date: _______These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:DATE:A-1THE WaterfordOverview:-Rambler Single-Family Home-1830 Finished Square Feet-1539 Unfinished Square Feet-3 Bedrooms 2 Full Bath-Three Stall GarageBid Set9/30/2019ELEVATION AStone CountsGarage 18 SFHouse Front 42 SFTotal Stone 60 SFCS-WSPCS-PFPFHFOR LO/WO ALT: USE CS-WSPI 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 2/8/2021 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTESFOR LO/WO ALT: USE CS-WSP SELECTEDSSSS60"x21"60"x21"5036RS5036RS2668286826682468266826682868UPFDSUMP16'1 1/2" M.O8'1 1/2" M.O3'-9"EGRESS PITDRAIN TILE SLEEVE3'-9"EGRESS PITDRAIN TILE SLEEVEBRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x2S1S-1S1S-1Section 1S2S-1S2S-1Section 26'-5"3'-6"23'-5 3/4"17'-6 1/4"7'19'7'-10"22'-11 1/2"47'-10"2'-6"1'-4"4'-8"7'-6"23'-5"7'-6"8'-5"10'10'5'5'13'-3 1/2"7'-7 1/2"20'10'50'-11"8'-5"24'-5 1/4"6'-6"7'-5 1/2"32'-10 1/4"13'-11 1/2"4'-8 1/4"2'-1"53'-7"2'20'-10"5"6'-11"23'-5"53'-7"3'-1"30'-4"21'-3"51'-6"4'-4"18'-4 15/16"6'-10 3/4"3'-11 1/2"7'-9 1/2"25'-4 3/4"22'-5 1/4"20'-10 5/8"5'-11 3/4"7'-7 1/2"7'-4"18'-8"20'-2"25'-7"3'-1"29'-4"17'-10 1/4"12'-6 1/2"14'-3 3/8"5'-11 5/8"26'-1" X 6'-8"12'-11" X 4'-0"46'-6" X 31'-10"5'-9" X 11'-6"14'-6" X 13'-11"WINDOWLOCATIONFOR FBONLYFUTURE BEDROOM #4BATHCLOSETFUTURE FAMILYUTILITY3'x3' PADSTEEL BEAMBEAM POCKET16" WIDE 14" DEEP3 1/2" BEARINGVOID IN FTG FOR PLUMBINGFRAME WALL AND DOORFOR NON FINISHEDBASEMENT OPTION ONLYBRICK LEDGE 2"5036RS5036RS5036RS5'-10 1/2"17'-0 1/2"17'-7"7'-6"48'OCSTEP FOUNDATION PER GRADE60685036RS5036RS6'-5"16'-6"17'-7"7'-6"48'These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.FOUNDATION PLANFOUNDATION LOOKOUT OPTIONSHEET:1/4"=1'-0"FOUNDATION WALKOUT OPTIONDATE: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.Bid SetFULL BASEMENT9/30/2019CS-WSPCS-PFPFHI 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 2/8/2021 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTES 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 andStair Risers. Handrails Shall be at 34"-38" Above the nose of the treadand shall be continuous the full length of the stairs with each endreturned to the wall.Interior stairways shall be provided with a light source at each landing.DNSB6021SB48B39SB36DWB39B18LB24LB3D30RSB6021SB48B39SB36B39B18LB24LB3D30RElongated ToiletShower pan Rect (medium) [48]REF.Top-Mount RefrigeratorElectric RangeDryerWasher36" Open Front [36W]Single Basin Laundry SinkW3012W371224W1830RW3030W3930W3930266830685040RS5040RS28688070160702020FX60686044TC5040RS506824682668406826683068 SRO28682668286824682468246842" Half WallWood CapCARPETCARPETCARPETCARPETCARPETVinylVinylVinyl4'-7 1/2"7'-2"2'-4 1/2"7'-0 1/8"12'10'-1"3'-8"6'7'3'3'-2 1/2"3'-9 3/4"3'-1 1/4"5'5'10'10'10'20'7'-7 1/2"1'-7"11'-9 1/2"51'6'-5"16'-6"10'-6"7'-1"7'-6"33'-5"14'-7"48'3'14'-9 3/4"8'-8 1/4"6'-11"21'-3"2'53'-8"5'-4"5'-0 1/2"2'10'-6"5'-4 1/2"10'-4 1/2"4'-3 1/2"21'-1 1/2"53'-8"6'-6"6'-8"6'-3"12'-4"10'-6 1/2"9'8'-0 1/2"9'-3 7/8"26'-4 3/8"5'-11"19'-1"9'-2 1/2"4'-0 1/2"5'-4"4'-3 1/2"2'-3"2'-6"2'-3"6'-2"3'-6"195 sq ft663 SQ FT62 sq ft132 sq ft737 sq ft59 SQ FT218 sq ft55 sq ft135 sq ft79 sq ft73 sq ft70 sq ftGARAGEBedroom #3BathPORCHMaster BdrmMaster ClosetMaster BathLaundryMud RoomBedroom #2DiningGreat RoomOptional LockersOptional Fireplace42" 1/2 wallEND PANEL(2) 2X10 HDRUNDER WALLTIE 1/2 WALL INTO FLOOR TRUSSES12"x12" Post 2x6 wallSEE RAISED BAR DETAILFRAME TO FRAME MEASUREMENT FOR CABINETSsidewalk 42" from stoopInset step into stoop7'-4"1'Raised Bar Island Detail2x4 FRAMED WALL AT 42 1/2" HThese 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 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 WRAPMAINTENANCE FREE VINYL SIDING .044 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" ENERGY BOARDSHEET:DATE:A-31/4"=1'1ST FloorBid Set9/30/2019CS-WSPCS-PFPFH(2) 1-3/4 x 16" LVL(2) 1-3/4 x 9-1/2" 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 2/8/2021 STRUCTURAL SCOPE INCLUDES:WALL BRACING NOTES 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 =(.02 x 3,369) + 75 = 142.38 142.38 71.19 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 3,369 505.35 505.35 -370.35 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. Page 1 9/21/2023Residential Heat Loss and Heat Gain Calculation In accordance with ACCA Manual J Report Prepared By: Heating & Cooling Design Inc. For:Waterford , Minnesota Design Conditions: Indoor:Outdoor: Summer temperature:72 Summer temperature:88 Winter temperature:72 Winter temperature:-15 Relative humidity:55 Summer grains of moisture:100 Daily temperature range:Medium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH)(BTUH)(BTUH)(BTUH) Whole House 3,300 sq.ft.16,010 14,688 30,698 62,921 Main Floor 14,665 13,600 28,265 45,803 All Rooms 1,500 sq.ft.14,665 13,600 28,265 45,803 Infiltration 9,778 13,600 23,378 35,444 - Tightness: Best; Winter ACH: 2 ; Summer ACH: 3 Floor 1,500 sq.ft.0 0 0 0 - Over conditioned space N Wall 186 sq.ft.120 0 120 534 - Wood frame, with sheathing, siding or brick; R-30 8 1/2 in.; Not important Window 16 sq.ft.342 0 342 690 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Door 18 sq.ft.194 0 194 861 - Wood; Hollow; No storm E Wall 184 sq.ft.977 0 977 4,338 - Wood frame, with sheathing, siding or brick; None; none Window 16 sq.ft.1,126 0 1,126 690 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. S Wall 166 sq.ft.107 0 107 477 - Wood frame, with sheathing, siding or brick; R-30 8 1/2 in.; Not important Window 16 sq.ft.582 0 582 690 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Door 18 sq.ft.194 0 194 861 - Wood; Hollow; No storm W Wall 184 sq.ft.119 0 119 528 Page 2 Waterford 9/21/2023 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH)(BTUH)(BTUH)(BTUH) - Wood frame, with sheathing, siding or brick; R-30 8 1/2 in.; Not important Window 16 sq.ft.1,126 0 1,126 690 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Basement 1,345 1,088 2,433 17,118 All Rooms 1,800 sq.ft.1,345 1,088 2,433 17,118 Infiltration 782 1,088 1,870 2,836 - Tightness: Best; Winter ACH: 2 ; Summer ACH: 3 Floor 1,800 sq.ft.0 0 0 3,758 - Basement floor, 2' or more below grade; Concrete; Not applicable N Wall BelowGr 280 sq.ft.0 0 0 3,045 - Block or brick, extends to 5' below grade; None; 8 or 12 in. Block E Wall BelowGr 256 sq.ft.0 0 0 2,784 - Block or brick, extends to 5' below grade; None; 8 or 12 in. Block Window 8 sq.ft.563 0 563 345 - Double pane; Vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. S Wall BelowGr 280 sq.ft.0 0 0 3,045 - Block or brick, extends to 5' below grade; None; 8 or 12 in. Block W Wall BelowGr 120 sq.ft.0 0 0 1,305 - Block or brick, extends to 5' below grade; None; 8 or 12 in. Block Whole House 3,300 sq.ft.16,010 14,688 30,698 62,921 HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd.888 736-1101 Load calculations are estimates only, actual loads may vary due to weather and construction differences. 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 XX Not applicable, all ducts located in conditioned spaceX 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 ductX Not required per mech. code Passive Low: Other, describe: XLow: 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: 2.12 Bay Windows or cantilevered areas Floors over unconditioned area RADON CONTROL SYSTEM Rim Joist (2nd Floor+) 0.28 Building envelope air tightness: Spray Urethane Lakeville5365 - 177th 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: 90 90 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): 30,698Residential Load Calculation SEER /EER Efficiency 62,921 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 Date: 3/13/24 Reviewed: XStaff Initials: PM