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Home My WebLink AboutLA214619 - 17170 Judicial Rd Permit PackRESIDENTIAL 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 PROJECT CONTACT LIST RONGITSCH CONSTRUCTION INC. CONTACT: MIKE RONGITSCH ADDRESS: 10561 165TH ST. W. LAKEVILLE, MN 55044 EMAIL: MIKE@RONGITSCH.COM PHONE: 612-581-3790 GENERAL CONTRACTOR KAEDING ARCHITECTURE CONTACT: JENNIFER KAEDING ADDRESS: 235 WEST MAIN STREET, SUITE 201, WACONIA, MN 55387 EMAIL: JKAEDING@KAEDINGARCH.COM PHONE: 952-451-9763 ARCHITECT PROJECT SITE GENERAL NOTES 1. THESE DRAWINGS MAKE UP THE "ARCHITECTURAL SET" OF THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADDITIONAL DETAILS REQUIRED FOR CONSTRUCTION. 2. WARRANTIES SHALL BE IN ACCORDANCE WITH STATE MINIMUM STANDARDS. REGISTERED BUILDER PROGRAMS AND/OR PRODUCT WARRANTIES TO BE PROVIDED BY PRODUCT MANUFACTURERS. LIABILITY AND WORKER'S COMPENSATION CERTIFICATE OF INSURANCE WILL BE REQUIRED FROM ALL SUBCONTRACTORS. 3. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY AND COORDINATE ALL CONDITIONS AND DIMENSIONS PRIOR TO WORK. GENERAL CONTRACTOR TO CONTACT GOPHER ONE TO VERIFY LOCATIONS OF ALL UNDERGROUND ELECTRICAL, UTILITIES, SEWER, CABLE, GAS, ETC. PRIOR TO COMMENCING WORK. IMMEDIATELY REPORT AND/OR REVIEW ALL QUESTIONS, DISCREPANCIES, AND CONDITIONS WITH THE OWNER/ARCHITECT PRIOR TO PROCEEDING WITH WORK. 4. ALL CONSTRUCTION AND/OR MATERIALS AS INDICATED SHALL BE AT OR ABOVE INDUSTRY STANDARDS FOR SIMILAR CUSTOM RESIDENTIAL CONSTRUCTION. 5. ALL CONSTRUCTION WORK SHALL CONFORM TO ALL APPLICABLE CODES. 6. ALL SURVEY DATA, SOIL DATA, MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING OF SYSTEMS, SIZES, AND LAYOUTS (INCLUDING TRUSS FRAMING AND GIRDER DESIGN) SHALL BE BY THE RESPECTIVE SUBCONTRACTOR AND/OR SUPPLIER OF THOSE SYSTEMS OR BY OTHER NECESSARY CONSULTANTS AND SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. INFORMATION SHOWN IN REGARD TO THESE CONCERNS IS ONLY DIAGRAMMATIC AND IS INTENDED TO PROVIDE AND INDICATION OF THE DESIGN INTENT ONLY. USE OF CONSULTANT DATA BY KAEDING ARCHITECTURE DOES NOT INFER NOR ENDORSE THE ACCURACY OF THE DATA. EACH CONSULTANT AND CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTNESS AND ACCURACY OF DATA SUPPLIED BY THE RESPECTIVE CONSULTANT AND/OR CONTRACTOR. 7. GENERAL CONTRACTOR SHALL COORDINATE AT THE BUILDING SITE PER THE RECENT LEGAL SURVEY. GENERAL CONTRACTOR SHALL NOTIFY OWNER/ ARCHITECT/ ENGINEER OF ANY DISCOVERED DISCREPANCIES PRIOR TO ANY SITE WORK. DESIGN OF TOPOGRAPHY SHOWN DEPICTS DESIGN INTENT ONLY. FINAL GRADING AND SITE DRAINAGE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND LANDSCAPER. G.C./LANDSCAPER TO COORDINATE GRADING AND DRAINAGE WITH NEIGHBORING PROPERTIES, LEGAL SURVEY, AND APPLICABLE CODES. 8. GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SHORING AND BRACING AND FOR ALL TEMPORARY FACILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO POWER, WATER, TELEPHONE, SANITATION FACILITIES, SITE SAFETY, AND FIRE FIGHTING EQUIPMENT. 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED EROSION CONTROL MEASURES AND ANY SPECIFIC ENVIRONMENTAL IMPACT ISSUES ARISING FROM CONSTRUCTION ON THE SITE. 10. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN FIRST-CLASS CONDITION DURING PROJECT. ALL WASTE AND DEBRIS SHALL PROMPTLY BE REMOVED. CONSIDERATION SHALL BE GIVEN TO MATERIAL STORAGE ON THE SITE AND ITS IMPACT ON ADJOINING NEIGHBORS. 11. GENERAL CONTRACTOR SHALL PROVIDE FINAL CLEANING OF ALL INTERIOR AND EXTERIOR SURFACES. ALL TRANSPARENT MATERIALS AND GLOSSY SURFACES ARE TO BE LEFT IN A POLISHED CONDITION. REMOVE ALL LABELS THAT ARE NOT INTENDED TO REMAIN AS PERMANENT INSTRUCTION INFORMATION. 12. GENERAL CONTRACTOR SHALL PROVIDE INSTRUCTIONS TO THE OWNER PERTAINING TO OPERATION AND MAINTENANCE OF MECHANICAL AND ELECTRICAL EQUIPMENT. AT COMPLETION OF CONSTRUCTION, COMPILE AND FORWARD TO THE OWNER ALL MAINTENANCE AND OPERATIONS DATA AND WARRANTIES IN THE FORM OF A WELL-ORGANIZED OWNER'S NOTEBOOK. 13. ROOF TRUSS SYSTEM DESIGN TO BE PROVIDED BY TRUSS SUPPLIER. TRUSS SUPPLIER TO COORDINATE FINAL TRUSS SOLUTION WITH PROJECT STRUCTURAL ENGINEER. TRUSS SUPPLIER TO COORDINATE TRUSS DESIGN WITH ENERGY HEEL REQUIREMENTS. 14. ALL WINDOW DESIGNATIONS ARE FOR GENERIC. SUPPLIER TO SUBMIT WINDOW SCHEDULE TO GENERAL CONTRACTOR AND OWNER FOR REVIEW AND APPROVAL PRIOR TO PLACING WINDOW ORDER. GENERAL CONTRACTOR TO CONFIRM TEMPERED GLASS LOCATIONS, EGRESS AND VENT WINDOW REQUIREMENTS, LITE PATTERNS, WINDOW SIZES, WINDOW OPERATION, JAMB SIZES, EXTENSION JAMBS, ETC. W/OWNER PRIOR TO WINDOW ORDER. WINDOWS ARE TO BE PREFINISHED METAL CLAD WINDOWS WITH DOUBLE-PANE, "LOW-E" INSULATED GLASS AND SIMULATED DIVIDED LITES WITH SPACER BARS (SEE EXTERIOR ELEVATIONS FOR MUNTIN LOCATIONS). PREFINISHED COLOR AND HARDWARE FINISH AS SELECTED BY OWNER. ALTERNATE MANUFACTURERS' WINDOWS SHALL BE SIMILAR IN SIZE AND SPECIFICATION TO THOSE INDICATED ON THE PLAN. WINDOW MANUFACTURER SHALL SUBMIT SHOP DRAWINGS OF WINDOWS AND DOORS FOR REVIEW BY GENERAL CONTRACTOR AND OWNER PRIOR TO FABRICATION. 15. CABINET DRAWINGS SHOWN HERE ARE NOT CABINET SHOP DRAWINGS, BUT DEPICT DESIGN INTENT ONLY. CABINET MANUFACTURER TO COORDINATE FINAL CABINET DESIGN WITH OWNER PREFERENCES, AS-BUILT DIMENSIONS (WITH FIELD CHANGES MADE DURING CONSTRUCTION), FINAL MILLWORK PROFILES, FINAL COUNTERTOP THICKNESSES AND DESIGNS, AND FINAL APPLIANCE AND FIXTURE SELECTIONS. CABINET MAKER TO VERIFY END PANEL DESIGNS AND CABINET CLEARANCES WITH OWNER PRIOR TO CABINET FABRICATION. CABINET MAKER TO MEET WITH OWNER TO DISCUSS AND VERIFY ALL DRAWER AND CABINET DIVISIONS AND USES, INCLUDING PULL-OUT LOCATIONS, LAZY SUSAN LOCATIONS, COST RAMIFICATIONS, HARDWARE TYPES AND QUALITY, AND ANY OTHER SUGGESTIONS THE CABINET MAKER OR OWNER MAY HAVE FOR MAXIMIZING CABINETRY EFFICIENCY AND EASE OF USE. 16. SUBCONTRACTORS TO REFER TO OWNER-APPROVED CABINET SHOP DRAWINGS PRIOR TO ROUGH FRAMING FOR CABINETS/ BUILT-INS. REPORT ANY DISCREPANCIES TO G.C./CABINET MAKER PRIOR TO PROCEEDING WITH WORK. GENERAL NOTES (CONTINUED) 17. GENERAL CONTRACTOR TO COORDINATE OWNER'S REVIEW AND APPROVAL OF SAMPLES OF ALL INTERIOR AND EXTERIOR FINISH MATERIALS, INCLUDING PROFILES, SIZES, SPECIES, MORTAR AND GROUT COLORS, JOINT SIZES, FINISHES, AND COLORS PRIOR TO ORDERING OF SAME. SAMPLES TO BE PROVIDED ON-SITE WHEN OWNER DEEMS NECESSARY, AND IN SIZES LARGE ENOUGH TO SEE IN THE FINAL SPACES (EX. 4'x4' WALL PAINT SAMPLES, AND STAINED AND FINISHED 3- BOARD WOOD FLOOR SAMPLES). G.C. TO COORDINATE OWNER'S REVIEW AND APPROVAL OF FULL-SIZE MOCK-UPS OF ALL INTERIOR AND EXTERIOR CASINGS, TRIM, NEWELS, AND RAILINGS PRIOR TO CONTRACTOR ORDERING OF SAME (ON- SITE WHEN OWNER DEEMS NECESSARY). OWNER TO REVIEW AND APPROVE FULL- SIZE MOCK-UPS OF ALL STONE ON SITE, INCLUDING STONE SIZE & SPECIES, MORTAR JOINT SIZE, MORTAR COLOR, STONE STACKING, CAP SPECIES, AND SIZE. STONE SAMPLES TO BE DISPLAYED ALONGSIDE RELEVANT INTERIOR AND EXTERIOR FINISH MATERIALS, AS REQUIRED FOR FINAL COLOR PALLET COORDINATION. G.C. TO COORDINATE OWNER'S COUNTERTOP SELECTIONS, AND TO VERIFY THAT NATURAL STONE SLABS THAT OWNER SELECTS ARE PROPERLY STORED AND USED IN THE FINAL PROJECT. 18. DIMENSIONS LOCATING EXTERIOR WALLS ARE TO THE EXTERIOR FACE OF STUD AND/OR FACE OF FOUNDATION WALLS, U.N.O. DIMENSIONS LOCATING INTERIOR WALLS ARE TO CENTERLINE OF STUD, U.N.O. DIMENSIONS LOCATING DOORS AND WINDOWS ARE TO CENTERLINE OF OPENING, U.N.O. SEE DIMENSION KEYS ON ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 19. ALL EXTERIOR WALLS SHALL BE 2x6 AS PER BUILDING SECTIONS, U.N.O. ALL BEARING WALLS, PLUMBING WALLS, AND WALLS WITH POCKET DOORS TO BE 2x6 CONSTRUCTION, U.N.O. ALL OTHER WALLS TO BE 2x4 OR 2x6 CONSTRUCTION TO THICKNESSES SHOWN ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, U.N.O. HEADERS SHALL BE SIZED PER STRUCTURAL PLANS, OR COORDINATED WITH STRUCTURAL ENGINEER. BLOCKING AS REQUIRED FOR CABINETS, BATH AND KITCHEN HARDWARE AND ACCESSORIES, HANDRAILS, ETC. VERIFY WITH G.C. PRIOR TO FRAMING. 20. PROVIDE ACOUSTIC INSULATION AND PARTITIONS PER ARCHITECTURAL DRAWINGS. CONTRACTOR TO VERIFY ADDITIONAL ACOUSTIC INSULATION, CEILING ACOUSTIC INSULATION, AND ACOUSTIC PARTITION LOCATIONS WITH OWNER PRIOR TO VAPOR BARRIER & DRYWALL INSTALLATION. ACOUSTIC CONSIDERATION TO BE GIVEN TO HVAC DUCT LAYOUTS AND PLUMBING LOCATIONS, AND ACOUSTIC DAMPENING TO BE PROVIDED TO HVAC SYSTEM AND PLUMBING WASTE STACKS (VERIFY CAST IRON LOCATIONS WITH OWNER) AS REQUIRED TO MINIMIZE SOUND TRANSMISSION. 21. PLUMBING ROUGH-IN DIMENSIONS ARE PROVIDED FOR REFERENCE ONLY. ALL PLUMBING DIMENSIONS ARE TO BE COORDINATED BY THE GENERAL CONTRACTOR WITH SPECIFIC FIXTURE SELECTIONS AND FINAL CABINET DESIGN. ALL FLOOR DRAINS CONNECTED TO SANITARY SEWER TO HAVE BACK-FLOW PREVENTERS INSTALLED. 22. MECHANICAL EQUIPMENT & CONTROL LOCATIONS TO BE VERIFIED WITH OWNER PRIOR TO INSTALLATION -SEE DRAWINGS FOR PROPOSED LOCATIONS. MAKEUP AIR TO BE PROVIDED AS PER IBC. AND ANY OTHER APPLICABLE CODES. SUPPLY AND RETURN REGISTER COVERS TO BE APPROVED BY OWNER - ASSUME FLUSH WOOD VENTS TO MATCH WOOD FLOOR SPECIES & FINISH FOR BID. WHERE AFFECTED BY MECHANICAL DUCTS AND EQUIPMENT, CEILING HEIGHTS AND SOFFIT SIZES AND LOCATIONS TO BE APPROVED BY OWNER PRIOR TO INSTALLATION OF HVAC DUCTS AND EQUIPMENT 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JENNIFER KAEDING, AIA 51456 DATEREGISTRATION # PROJECT: DATE: DRAWN BY: CHECKED BY: PROJECT INFORMATION: SHEET NAME: SHEET NUMBER: ISSUE RECORD: 235 W. MAIN STREET, SUITE 201 WACONIA, MN 55387 952.451.9763 N 4/6/2023 3:58:53 PMKELLYRESIDENCE KSTREY JKAEDING 04/06/23 TITLE SHEET, GENERAL NOTES A000 KELLY RESIDENCE 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044 N:\! Projects\Kelly Residence\RevitKELLY RESIDENCE NOT TO SCALEA000 1 LOCATION MAP TRUE N 04/06/23 PERMIT SET A000 2 FRONT FACADE RENDERING SHEET INDEX ARCHITECTURAL A000 TITLE SHEET, GENERAL NOTES A100 SITE PLANS A200 FOUNDATION PLAN A201 MAIN LEVEL - FLOOR PLAN A202 SECOND LEVEL - FLOOR PLAN A203 ROOF PLAN A300 EXTERIOR ELEVATIONS A301 BUILDING SECTIONS 4.6.23 Concept Approval ONLYSubject to Field Inspection Inspector Date 2020 MN Bldg Code 06/23/2023dmathews S E T BACK1 0 ' -0"SET BACK10'-0"SETBAC K30'-0"S E TB A C K75'-0 "1 7 '-0 "2"9"0"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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JENNIFER KAEDING, AIA 51456 DATEREGISTRATION # PROJECT: DATE: DRAWN BY: CHECKED BY: PROJECT INFORMATION: SHEET NAME: SHEET NUMBER: ISSUE RECORD: 235 W. MAIN STREET, SUITE 201 WACONIA, MN 55387 952.451.9763 N 4/6/2023 3:58:53 PMKELLYRESIDENCE KSTREY JKAEDING 04/06/23 SITE PLANS A100 KELLY RESIDENCE 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044 N:\! Projects\Kelly Residence\Revit1" = 20'-0"A100 1 EXISTING SITE PLAN 1" = 20'-0"A100 2 PROPOSED SITE PLAN 04/06/23 PERMIT SET 4.6.23 16"W X 8" THICK CONC AT INTERIOR STRIP FOOTINGS 8" POURED CONCRETE WALL W/ 20"W X 8" THICK POURED CONCRETE FOOTING. BASE OF FOOTING SHALL EXTEND MIN 42" BELOW GRADE 14'-0"19'-6"3'-4"42'-6"24'-2"22'-2"13'-10"2"9'-0"10'-1"20'-0"12'-6"15'-1"3'-4"BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL NOTE: VERIFY W/ STRUCTURAL ENGINEER FOR ALL FRAMING FOUNDATION, & HEADER INFORMATION. STRUCTURAL NOTES 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JENNIFER KAEDING, AIA 51456 DATEREGISTRATION # PROJECT: DATE: DRAWN BY: CHECKED BY: PROJECT INFORMATION: SHEET NAME: SHEET NUMBER: ISSUE RECORD: 235 W. MAIN STREET, SUITE 201 WACONIA, MN 55387 952.451.9763 N 4/6/2023 3:58:54 PMKELLYRESIDENCE KSTREY JKAEDING 04/06/23 FOUNDATION PLAN A200 KELLY RESIDENCE 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044 N:\! Projects\Kelly Residence\Revit04/06/23 PERMIT SET 4.6.23 8'-0"Footing Must Be Extended To Support Column Load. UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. DWUP P42 P4 124'-1"11"14'-0"22'-1"18'-11"20'-3 1/2"12'-8"14'-10 1/2"15'-3"12'-4 1/2"4'-4 1/2"14'-3" 2 A301 A3004 A300 3 A300 1 A300 2 OWNER BEDROOM BATH WALK IN CLOSET LAUNDRY BATH ENTRY DINING KITCHEN FAMILY ROOM GARAGE FRONT PORCH CLO LIN.306060603060304224242424242430423018OVER4032 OVER 4018 4032 OVER 4018 OVER 4032 OVER 4018 2'-4"46'-0"3'-4"19'-6"2'-3"2'-3"6'-4"6'-4"2'-0 1/2"15'-9"2'-6"2'-6"6'-0"5'-6" 2'-0 1/2"9'-0"9'-0"2'-0 1/2"10'-0"14'-0"21'-7"7'-10"3'-0"3'-0"6'-7"4'-0"7'-2"6'-10"6618 OVER 14801480 3018 OVER 3042 12'-0 1/4"2'-1 3/4"2'-2 1/4"3'-4 3/4"2'-2 3/4"2'-4 1/2"6'-10"4'-6 3/4"6'-4"2'-7 1/2"11'-4"4'-4 1/2"1'-0" 4'-0"4'-0" 3'-8 1/2"7"2'-8"2'-9"0"4'-5"3/03/02/82/62/82/8LVL HEADER LVL HEADER LVL HEADER30303030LVL HEADERLVL HEADERLVL HEADERLVL HEADERLVL HEADERSLVL HEADERLVL HEADERLVL HEADER LVL HEADER VAULTED VAULTED ROOF TRUSSES ROOF TRUSSES FLOOR TRUSSES 2/8 WATER HEATER 3/0 5'-11 3/4"6'-0 1/2"4'-4"5'-7 1/2" 7'-1 1/2"7'-1 1/2"9'-9"9'-9"4'-0"10'-0"18' X 9'601860423/0 3618 3618 3618 9/0 10/0 FP W/D BEAMBEARING WALLBEARING WALL4'-0"CLOSET COLUMN LVL HEADER 4'-2" 2'-1 0" U/C WINE COOLER REF 8'-11 1/2"3'-8 1/4"3'-0"2'-6 1/4"3/0NOTE: VERIFY W/ STRUCTURAL ENGINEER FOR ALL FRAMING, FOUNDATION, & HEADER INFORMATION. SQUARE FOOTAGE MAIN LEVEL = 1,490 SF GARAGE = 483 SF TOTAL = 3,141 SF NOTE: 1. TYPICAL WINDOW HEAD HEIGHT MAIN LEVEL: 7'-8" MAIN LEVEL (WITH TRANSOM): 13'-8" SECOND LEVEL: 7'-8" 2. WINDOW SIZES ARE FOR REFERENCE ONLY. CONTRACTOR TO ADJUST PER SELECTED MANUFACTURER 3. ALL DOORS ARE TO BE 6'-8" HIGH, U.N.O. SECOND LEVEL = 1,168 SF 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JENNIFER KAEDING, AIA 51456 DATEREGISTRATION # PROJECT: DATE: DRAWN BY: CHECKED BY: PROJECT INFORMATION: SHEET NAME: SHEET NUMBER: ISSUE RECORD: 235 W. MAIN STREET, SUITE 201 WACONIA, MN 55387 952.451.9763 N 4/6/2023 3:58:54 PMKELLYRESIDENCE KSTREY JKAEDING 04/06/23 MAIN LEVEL - FLOOR PLAN A201 KELLY RESIDENCE 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044 N:\! Projects\Kelly Residence\Revit1/4" = 1'-0"A201 1 FLOOR PLAN 04/06/23 PERMIT SET 4.6.23 BWPs Above Temper if within 36" of floor. Temper (2)11-1/4" LVL(2)2x12(2)11-1/4" LVL (2)11-1/4" LVL(3)2x12(2)2x10PFH PFH PFH PFH PFHPFH(2)9-1/2 LVL(2)11-7/8 LVL(2)9-1/2 LVL DN P42 P4 1 2 A301 1 A301 A3004 A300 3 A300 1 A300 2 BEDROOM BEDROOM CLOSET BATH LOFT / OFFICE OPEN TO MAIN LEVEL LIN. VAULTED24'-1"42'-8"18'-9"2'-4 1/2"11'-5"4'-4 3/4"3'-4 1/2"3'-9 3/4"3'-9 3/4"8'-2 3/4"7'-6"17'-3"22'-1"14'-0" 11'-0 1/2"11'-0 1/2"18'-11"47'-10"6'-7"9'-7 1/2"12'-6 1/2"11'-11"3'-3 1/2"4'-1 1/2"10'-0 3/4"4'-4 1/4" 5'-6 3/4"16'-6 1/4"2/8CUSTOM2/8 2/8 ROOF TRUSSES ROOF TRUSSES306030606018OVER304830482/8 BEDROOM3060 3060FURNACE 9'-0"2'-11"3'-3 1/2" CLOSET 13'-9"20'-0" 3060 3060LVL HEADERLVL HEADERLVL HEADERLVL HEADER CLOSET 2/8 48302/8 NOTE: VERIFY W/ STRUCTURAL ENGINEER FOR ALL FRAMING, FOUNDATION, & HEADER INFORMATION. SQUARE FOOTAGE MAIN LEVEL = 1,490 SF GARAGE = 483 SF TOTAL = 3,141 SF NOTE: 1. TYPICAL WINDOW HEAD HEIGHT MAIN LEVEL: 7'-8" MAIN LEVEL (WITH TRANSOM): 13'-8" SECOND LEVEL: 7'-8" 2. WINDOW SIZES ARE FOR REFERENCE ONLY. CONTRACTOR TO ADJUST PER SELECTED MANUFACTURER 3. ALL DOORS ARE TO BE 6'-8" HIGH, U.N.O. SECOND LEVEL = 1,168 SF 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JENNIFER KAEDING, AIA 51456 DATEREGISTRATION # PROJECT: DATE: DRAWN BY: CHECKED BY: PROJECT INFORMATION: SHEET NAME: SHEET NUMBER: ISSUE RECORD: 235 W. MAIN STREET, SUITE 201 WACONIA, MN 55387 952.451.9763 N 4/6/2023 3:58:54 PMKELLYRESIDENCE KSTREY JKAEDING 04/06/23 SECOND LEVEL - FLOOR PLAN A202 KELLY RESIDENCE 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044 N:\! Projects\Kelly Residence\Revit1/4" = 1'-0"A202 1 SECOND FLOOR PLAN 04/06/23 PERMIT SET 4.6.23(2)2x10(3)2x12(3)2x12(3)2x68 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). P42 P4 1 2 A301 1 A301 A3004 A300 3 A300 1 A300 2 8" / 12" 8" / 12" 8" / 12"8" / 12"8" / 12"8" / 12"3" / 12"10" / 12"10" / 12" 6" / 12" 4" / 12" 1'-4"1'-4"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3" / 12" 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JENNIFER KAEDING, AIA 51456 DATEREGISTRATION # PROJECT: DATE: DRAWN BY: CHECKED BY: PROJECT INFORMATION: SHEET NAME: SHEET NUMBER: ISSUE RECORD: 235 W. MAIN STREET, SUITE 201 WACONIA, MN 55387 952.451.9763 N 4/6/2023 3:58:54 PMKELLYRESIDENCE KSTREY JKAEDING 04/06/23 ROOF PLAN A203 KELLY RESIDENCE 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044 N:\! Projects\Kelly Residence\Revit1/4" = 1'-0"A203 2 ROOF PLAN 04/06/23 PERMIT SET 4.6.23 MAIN LEVEL 100'-0" SECOND LEVEL 110'-6" 1 A301 T.O. FOOTING 96'-0" T.O. ROOF 125'-8 1/4" 10" 12" 10" 12" 6" 12" ASPHALT SHINGLE SHAKE SIDING SHAKE SIDING VERTICAL BOARD AND BATTEN SIDING STONE METAL ROOF METAL ROOF / 990.1 / 1000.6 1'-4"1'-4" 1'-4" 3" 12" 6"6" MAIN LEVEL 100'-0" SECOND LEVEL 110'-6" 2 A301 T.O. FOOTING 96'-0" T.O. ROOF 125'-8 1/4" 8" 12" 6" 12" ASPHALT SHINGLE HORIZONTAL SIDING STONE / 990.1 / 1000.6 1'-4" 1'-0" 1'-4" 1'-0" 1'-0" 1'-0" 1'-0" 6"6" MAIN LEVEL 100'-0" SECOND LEVEL 110'-6" 1 A301 T.O. FOOTING 96'-0" T.O. ROOF 125'-8 1/4" T.O. BACK ROOF 124'-9 1/2"8" 12" 8" 12" 8" 12" 8" 12"10" 12" ASPHALT SHINGLE HORIZONTAL SIDING STONE SHAKE SIDING / 990.1 / 1000.6 4" 12" 1'-4" 1'-0"1'-0" 1'-0" 1'-4" 1'-0"1'-0" 1'-0" MAIN LEVEL 100'-0" SECOND LEVEL 110'-6" 2 A301 T.O. FOOTING 96'-0" T.O. ROOF 125'-8 1/4" 3" 12" 8" 12" 6" 12" ASPHALT SHINGLE HORIZONTAL SIDING STONE SHAKE SIDING / 990.1 / 1000.6 1'-4" 1'-0" T.O. FRONT ROOF 123'-3 3/4" 1'-4" 1'-0" 1'-0" METAL ROOF 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JENNIFER KAEDING, AIA 51456 DATEREGISTRATION # PROJECT: DATE: DRAWN BY: CHECKED BY: PROJECT INFORMATION: SHEET NAME: SHEET NUMBER: ISSUE RECORD: 235 W. MAIN STREET, SUITE 201 WACONIA, MN 55387 952.451.9763 N 4/6/2023 3:58:55 PMKELLYRESIDENCE KSTREY JKAEDING 04/06/23 EXTERIOR ELEVATIONS A300 KELLY RESIDENCE 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044 N:\! Projects\Kelly Residence\Revit1/8" = 1'-0"A300 1 WEST ELEVATION 1/8" = 1'-0"A300 2 NORTH ELEVATION 1/8" = 1'-0"A300 3 EAST ELEVATION 1/8" = 1'-0"A300 4 SOUTH ELEVATION 04/06/23 PERMIT SET 4.6.23 MAIN LEVEL 100'-0" SECOND LEVEL 110'-6" 1 A301 T.O. FOOTING 96'-0" T.O. ROOF 125'-8 1/4"8'-11 1/2"9'-0"8'-0 1/2"1'-4" 1'-0" 1'-0"1'-0" 1'-0" 1'-0" MAIN LEVEL 100'-0" SECOND LEVEL 110'-6" 2 A301 T.O. FOOTING 96'-0" T.O. BACK ROOF 124'-9 1/2"8'-11 1/2"/ 990.1 / 1000.6 1'-0" 1'-0" 1'-0" 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. JENNIFER KAEDING, AIA 51456 DATEREGISTRATION # PROJECT: DATE: DRAWN BY: CHECKED BY: PROJECT INFORMATION: SHEET NAME: SHEET NUMBER: ISSUE RECORD: 235 W. MAIN STREET, SUITE 201 WACONIA, MN 55387 952.451.9763 N 4/6/2023 3:58:56 PMKELLYRESIDENCE KSTREY JKAEDING 04/06/23 BUILDING SECTIONS A301 KELLY RESIDENCE 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044 N:\! Projects\Kelly Residence\Revit1/4" = 1'-0"A301 2 NORTH-SOUTH SECTION 1/4" = 1'-0"A301 1 EAST-WEST SECTION 04/06/23 PERMIT SET 4.6.23 4/26/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING PLAN17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESAR MMM TML 1/8" = 1'-0"04/26/2023 WB-1--- 4/26/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING PLAN17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESAR MMM TML 1/8" = 1'-0"04/26/2023 WB-2--- · · · · · 4/26/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESTML TML TML 1/8" = 1'-0"04/26/2023 FR-02--- 4/26/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESTML TML TML 1/8" = 1'-0"04/26/2023 FR-03--- 4/26/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS---------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESTML TML TML 1/8" = 1'-0"04/26/2023 FR-03.1--- 5/22/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS05/09/2023REVISED WALL BRACINGAR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING PLAN17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESAR MMM TML 1/8" = 1'-0"04/26/2023 WB-1--- 5/22/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS05/09/2023REVISED WALL BRACINGAR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING PLAN17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESAR MMM TML 1/8" = 1'-0"04/26/2023 WB-2--- 5/22/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS05/09/2023REVISED WALL BRACINGAR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:FRAMING PLAN17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESAR MMM TML 1/8" = 1'-0"04/26/2023 FR-1--- 5/22/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS05/09/2023REVISED WALL BRACINGAR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:FRAMING PLAN17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESAR MMM TML 1/8" = 1'-0"04/26/2023 FR-2--- 5/22/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS05/09/2023REVISED WALL BRACINGAR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:FRAMING PLAN17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESAR MMM TML 1/8" = 1'-0"04/26/2023 FR-3--- 5/22/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS05/09/2023REVISED WALL BRACINGAR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESTML TML TML 1/8" = 1'-0"04/26/2023 FR-02--- 5/22/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS05/09/2023REVISED WALL BRACINGAR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESTML TML TML 1/8" = 1'-0"04/26/2023 FR-03--- 5/22/2023 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. Signed:___________________________________ Print Name:_______________________________ Date:____________License Number:___________54690 Tim M. Lipasek BYDESCRIPTIONDATEREVISIONS05/09/2023REVISED WALL BRACINGAR------------------COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC. 19450 STATE HIGHWAY 249HOUSTON, TEXAS 77070 PH: 281.351.0048 FAX: 281.351.0148 SECTION:LOT:BLOCK:UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.DRAWN:DESIGNED:CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE: DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2020 IRC - 115 MPH ULTIMATE 3-SEC GUST 17170 JUDICIAL ROAD, LAKEVILLE, MN 55044RONGITSCH HOMESTML TML TML 1/8" = 1'-0"04/26/2023 FR-03.1--- Top Plate Considerations Top Plate Compression values below by species (Fc perp): -PSL Column thru top plate2500 psi -SYP MSR 2400805 psi -SPF Studs thru top plate725 psi -DFL (N)625 psi -DFL (US)625 psi -SYP565 psi -SPF425 psi -Hem-Fir (US)405 psi -Hem-Fir (N)370 psi E A1 PB A C3 C B C2(5)PB1(8)D(2)C1E1 (5)B12'2'2'2'1'11"4 2'2'2'2'2'2'2'2'<<------8/12 VAULT----->> <<------8/12 VAULT----->> <<------8/12 VAULT----->> <<------8/12 VAULT <<------8/12 VAULT (2) 11 7/8" FLUSH BEAM (supplied by ABC)ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FORMORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THEBCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED. MONO TRUSSES NOTCHED TO BEAR ON LEDGER(2) 9 1/2" FLUSH BEAM (supplied by ABC) BEARING WALLTOP PLATE FCPERP 625 FOR B & B1 TRUSSES(2) 11-7/8" FLUSH BEAM (supplied by ABC) TOP OF PORCH BEAM UP 1-1-4 FROM TOP OF MAIN FLOOR PLATE HEIGHT PAGE NO: 1 OF 1 JOB NO: T232111 Name: Kelly CabinCustomer: Lampert Yards /Av Address: 17170 JUDICIAL RDSalesman: CMDesigner: Derek Widiker F3 L1 K H L9 F G L6 L3 L J2 J L8 LA G L5 L2 K1 L7 F2 L4 2 PLY2 PLY2 PLY 2 PLY (4)F1(6)J1 (2)F4(3)G11'11"42'2'2'2'2'2'1'11"12 2'0"42'2'1'9"2 2'2"142'2'1'1"152'2'2'2'ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FOR MORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THEBCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED. 6-5-3 PLATE HEIGHT HANDFRAME AREA(design & material by others)(2) 9 1/2" FLSH BEAM (supplied by ABC) *** LIGHT BLUE WALLS ARE 3-6-0 ***KNEE WALL ON TOP OF FLOOR DECKING (2) 9 1/2" DROPPED BEAM (supplied by ABC) PAGE NO: 1 OF 1 JOB NO: T232111 Name: Kelly CabinCustomer: Lampert Yards /Av Address: 17170 JUDICIAL RDSalesman: CMDesigner: Derek Widiker F3 L1 K H L9 F G L6 L3 L J2 J L8 LA G L5 L2 K1 L7 F2 L4 2 PLY2 PLY2 PLY 2 PLY (4)F1(6)J1 (2)F4(3)G11'11"42'2'2'2'2'2'1'11"12 2'0"42'2'1'9"2 2'2"142'2'1'1"152'2'2'2'ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ONBOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FORMORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THEBCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED. 6-5-3 PLATE HEIGHT HANDFRAME AREA(design & material by others)(2) 9 1/2" FLSH BEAM (supplied by ABC) *** LIGHT BLUE WALLS ARE 3-6-0 ***KNEE WALL ON TOP OF FLOOR DECKING (2) 9 1/2" DROPPED BEAM (supplied by ABC) MM(4)M1 PAGE NO: 1 OF 1 JOB NO: T232111 Name: Kelly CabinCustomer: Lampert Yards /Av Address: 17170 JUDICIAL RDSalesman: CMDesigner: Derek Widiker 2x6 Strongback bracing required every 10ft o.c.Strongbacks to be secured to vertical with (3) 16d nailsStrongback lumber should be as continuous as possible per BCSI-B7 and finaldecision on required length is per Building DesignerInstall strongbacks prior to sheathing; See job packet for additional details 2G 2C 2F 2L 2A 2O 2K 2H 2E (12)2B(2)2M(4)2J(2)2D(10)2N1'5"7 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'6"11 1'7"11 1'7"3 1'7"3 1'7"3 1'7"3 1'7"9 1'6"13 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 FLUSH BEAM(supplied by others)BEARING WALLBEARING WALLBEARING WALLBEARING WALLBEARING WALL **CAUTION** APPROXIMATEPLUMBING LOCATIONS MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON ENDOF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ONLAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ONLEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH ISMADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOESNOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THE TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS.WARRANTY WILL BE VOIDED WITHOUT OFFICIALDOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. 10. STRONGBACK BRACING IS REQUIRED 10FT O.C. PER BCSI/B7.5FT O.C. IS RECOMMENDED FOR HIGHER PERFORMING SYSTEM. (2) 9 1/2" FLUSH BEAM (supplied by ABC)HGUS48(2) 111-7/8" FLUSH BEAM (supplied by ABC) PAGE NO: 1 OF 1 JOB NO: T232111F Name: Kelly CabinCustomer: Lampert Yards /Av Address: 17170 JUDICIAL RDSalesman: CMDesigner: Derek Widiker 2x6 Strongback bracing required every 10ft o.c.Strongbacks to be secured to vertical with (3) 16d nailsStrongback lumber should be as continuous as possible per BCSI-B7 and finaldecision on required length is per Building DesignerInstall strongbacks prior to sheathing; See job packet for additional details 2G 2C 2F 2L 2A 2O 2K 2H 2E (12)2B(2)2M(4)2J(2)2D(10)2N1'5"7 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'6"11 1'7"11 1'7"3 1'7"3 1'7"3 1'7"3 1'7"9 1'6"13 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3 FLUSH BEAM(supplied by others)BEARING WALLBEARING WALLBEARING WALLBEARING WALLBEARING WALL **CAUTION** APPROXIMATEPLUMBING LOCATIONS MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON ENDOF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ONLAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ONLEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH ISMADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOESNOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THE TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS.WARRANTY WILL BE VOIDED WITHOUT OFFICIALDOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. 10. STRONGBACK BRACING IS REQUIRED 10FT O.C. PER BCSI/B7.5FT O.C. IS RECOMMENDED FOR HIGHER PERFORMING SYSTEM. (2) 9 1/2" FLUSH BEAM (supplied by ABC)HGUS48(2) 111-7/8" FLUSH BEAM (supplied by ABC) PAGE NO: 1 OF 1 JOB NO: T232111F Name: Kelly CabinCustomer: Lampert Yards /Av Address: 17170 JUDICIAL RDSalesman: CMDesigner: Derek Widiker Site address Contractor 1 Total/ continuous 60/40 70/40 80/40 90/45 100/50 110/55 120/60 130/65 140/70 150/75 Equation 11-1 Directions - Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Total required ventilation Continuous ventilation Section A Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a continuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Date Completed By Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11‐1) Square feet (Conditioned area including Basement – finished or unfinished) Number of bedrooms Table R403.5.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 2 3 4 5 6 Total/ continuous 1000‐1500 75/40 90/45 105/53 120/60 135/68 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous 145/73 2001‐2500 95/48 110/55 125/63 140/70 155/78 1501‐2000 85/43 100/50 115/58 130/65 165/83 3001‐3500 115/58 130/65 145/73 160/80 175/88 2501‐3000 105/53 120/60 135/68 150/75 185/93 4001‐4500 135/68 150/75 165/83 180/90 195/98 3501‐4000 125/63 140/70 155/78 170/85 205/103 5001‐5500 155/78 170/85 185/93 200/100 215/108 4501‐5000 145/73 160/80 175/88 190/95 225/1135501‐6000 165/83 180/90 195/98 210/105 Continuous Ventilation Method (Choose either balanced or exhaust only) Low cfm:High cfm:Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Ventilation Fan Schedule Description Location Intermittent Section C Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section B Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Ventilator) – cfm of unit in low must not exceed continuous ventilation rating by more than 100%. Exhaust only Continuous fan rating in cfm Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) One or multiple power vent or direct vent ap‐ pliances or no combus‐ tion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherical‐ ly vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to ba‐ lanced ventilation systems such as HRV) b) clothes dryer (cfm)135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust)d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 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 fule appliances. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) Directions ‐ In order to determine the makeup air, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.) One or multiple power vent, direct vent ap‐ pliances, or no combus‐ tion appliances Column A Multiple atmospherically vented gas or oil ap‐ pliances or solid fuel appliances Column D Duct di‐ ameter 1 – 36 1 – 9 3 37 – 66 10 – 17 4 67 – 109 18 – 28 5 110 ‐ 163 29 – 42 6 164 – 232 43 – 61 7 233 – 317 62 – 83 8 318 – 419 84 – 110 9 420 – 539 111 – 142 10 540 – 679 143 – 179 11 >679 >179 NA Notes: A. 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. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil ap‐ pliance or one solid fuel appliance Column CPassive opening 1 – 22 1 – 15 Passive opening 23 – 41 16 – 28 Passive opening 42 – 66 29 – 46 Passive opening 67 – 100 47 – 69 Passive opening 101 – 143 70 – 99 231 – 290 Passive opening 144 – 195 100 – 135 Passive opening w/motorized damper 196 – 258 136 – 179 Passive (see IFGC Appendix E, Worksheet E‐1)Size and type Other, describe: Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units Powered makeup air >419 >290 Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive opening w/motorized damper 259 – 332 180 – 230 Passive opening w/motorized damper 333 – 419 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 combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or 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 L x W x H L W H 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. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) i s gr ea t er th an TRV then no outdoor openings are needed. If CAS Volume (from Step 2) i s less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 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 mi nus Ratio RF = 1 ‐ = 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 Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr d i vid ed by 3000 Btu/hr per in2 CAOA = / 3000 Btu/hr per in2 = 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 m ultiplied by the sq uare root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. 1994 to present Pre‐1994 1994 to present Pre‐1994 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 1,675 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 10,783 210,000 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 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 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. 2. This 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. IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 17170 Judicial Road Lakeville HVAC Load Calculations for Rongitsch Constructions Prepared By: Lucas Breitbach Air Mechanical 16411 Aberdeen St Ne Ham Lake, MN 55304 763-634-8030 Tuesday, June 20, 2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc.17170 Judicial Road Lakeville Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title:17170 Judicial Road Lakeville Designed By:Lucas Breitbach Project Date:Tuesday, June 13, 2023 Client Name:Rongitsch Constructions Company Name:Air Mechanical Company Representative:Lucas Breitbach Company Address:16411 Aberdeen St Ne Company City:Ham Lake, MN 55304 Company Phone:763-634-8030 Design Data Reference City:Minneapolis/St. Paul AP, Minnesota Building Orientation:Front door faces North 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 -11.42 n/a 30%72 27.91 Summer:88 71 44%50%75 24 Check Figures Total Building Supply CFM:1,267 CFM Per Square ft.:0.477 Square ft. of Room Area:2,658 Square ft. Per Ton:1,012 Volume (ft³):22,754 Building Loads Total Heating Required Including Ventilation Air:67,139 Btuh 67.139 MBH Total Sensible Gain:27,868 Btuh 88 % Total Latent Gain:3,656 Btuh 12 % Total Cooling Required Including Ventilation Air:31,524 Btuh 2.63 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 2.50, 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. \\ami-fp\users$ ...\17170 Judicial Road Lakeville.r10 Tuesday, June 20, 2023, 10:13 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc.17170 Judicial Road Lakeville Ham Lake, MN 55304 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.63 1,012 2,658 27,868 3,656 31,524 67,139 826 1,267 1,267 System 1 2.63 1,012 2,658 27,868 3,656 31,524 67,139 826 1,267 1,267 12x18 Ventilation 749 2,094 2,843 5,014 135 135 135 Supply Duct Latent 245 245 Return Duct 65 40 104 433 Humidification 4,679 Zone 1 2,658 27,054 1,278 28,332 57,013 826 1,267 1,267 12x18 1-Main Level 1,490 18,224 1,278 19,502 35,077 508 854 854 8--7 2-Upper Level 1,168 8,830 0 8,830 21,936 318 414 414 4--7 \\ami-fp\users$ ...\17170 Judicial Road Lakeville.r10 Tuesday, June 20, 2023, 10:13 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc.17170 Judicial Road Lakeville Ham Lake, MN 55304 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain LOW EE: Glazing-Standard Double Pain Window, U- value 0.3, SHGC 0.35 405 10,570 0 11,580 11,580 11K: Door-Metal - Fiberglass Core With Storm, U-value 0.36 36 1,127 0 311 311 12B-0sw: Wall-Frame, R-11 insulation in 2 x 4 stud cavity, no board insulation, siding finish, wood studs, U-value 0.097 2651 22,372 0 5,682 5,682 16BR-50: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic with Radiant Barrier, Any Roofing Material, Any Roof Color, R-50 insulation, U- value 0.02 1490 2,592 0 1,430 1,430 22C-5pl-t: Floor-Slab on grade, Horizontal board insulation extends 4' under slab, tile covering, R-5 insulation, passive, light dry soil, U-value 0.98 164 13,983 0 0 0 20P-19-c: Floor-Over open crawl space or garage, Passive, R-19 blanket insulation, carpet covering, U- value 0.05 528 2,297 0 211 211 Subtotals for structure:52,941 0 19,214 19,214 People:5 1,000 1,150 2,150 Equipment:278 4,116 4,394 Lighting:500 1,705 1,705 Ductwork:4,505 284 933 1,218 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 135, Summer CFM: 135 5,014 2,094 749 2,843 Humidification (Winter) 12.76 gal/day :4,679 0 0 0 Total Building Load Totals:67,139 3,656 27,868 31,524 Check Figures Total Building Supply CFM:1,267 CFM Per Square ft.:0.477 Square ft. of Room Area:2,658 Square ft. Per Ton:1,012 Volume (ft³):22,754 Building Loads Total Heating Required Including Ventilation Air:67,139 Btuh 67.139 MBH Total Sensible Gain:27,868 Btuh 88 % Total Latent Gain:3,656 Btuh 12 % Total Cooling Required Including Ventilation Air:31,524 Btuh 2.63 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 2.50, 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. \\ami-fp\users$ ...\17170 Judicial Road Lakeville.r10 Tuesday, June 20, 2023, 10:13 AM Builders Association of Minnesota version 101014 New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. -COPY OF THIS DOCCUMENT WILL BE POSTED ON THE PLENTUM OF FURNACE Date Certificate Posted 6/13/2023 Mailing Address of the Dwelling or Dwelling Unit:City: 17170 Judical Road Lakeville Name of Residential Contractor: MN License Number THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply X Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or other system monitoring device) Location (or future location) of Fan: IF fan is required; Attic Other Please Describe Here Below Entire Slab X Foundation Wall X Perimeter of Slab on Grade R-15 X Rim Joist (1st Floor)X Rim Joist (2nd Floor+)X Wall R-21 X Ceiling, flat X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas X Floors over unconditioned area X Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.32 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.34 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type Natural Gas NA R-410 Passive Manufacturer Bryant NA Bryant Powered Model 986TA42080V17 NA BA13NA036 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:80000 Capacity in Gallons: Output in Tons:3 Other, describe: Efficiency AFUE or HSPF%96%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load ERV/HRV in Mechanical Room 67139 27868 31524 Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct 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): Combustion Air Select a Type Not required per mech. code Select Type X Passive X Heat Recover Ventilator (HRV) Capacity in cfms:Low: 68 High:135 Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms:Low: High: Location of duct or system: Balanced Ventilation capacity in cfms:Mechanical Room Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms:68 5" " round duct OR Total ventilation (intermittent + continuous) rate in cfms:135 " metal duct NEW RESIDENTIAL CON STRUCT ION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications . A National Pollutant Discharge Elimination System (NPDES) Cons truction Stormwater Permit is required for "Construction activity that results in land disturbance of equal to or greater than one (1) acre or if a project is part of a common plan of development that will ultimately disturb greater than one (1) acre," (NPDES Permit, Section 1.2 ). Project Site Address: / 1 { 7 0 :S vd 1 1 C ,· a. ( 'f2 o e,..cJ, Company Name: /2_ OtA~ir s C "-(!. OV". 9 f rv C 1-( o h / h <. , ·Primary Company Contact: _N'.__~_+_~_&.1._""-::...._---1.:Tl:::o:::.._:""':..J1.J.l•.J.:t~s~c.=-'---------------- shou1d • site be deemed noncompllant, this individual will be notified Phone#: 0 /Z -(,,(8 -8 ( 8 { Email: h()..-1-e @ V"O i r Sc'"'. Ca"""'- If you are not covered under a NPDES Construction Stormwater Permit administered by the Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be approved as part of the residential building permit application. "Permittees must ensure a trained person will inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than ½ inch in 24 hours," (NPDES Permit, Section 11.2). The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (_MN R 100001) or erosion and sediment control plan. Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name: /0 a.-t"'·-lt \I\ fZo(/\ / + ,c fr._ Phone# (24 hr Contact): 6/Z 6/B 8(~ 1 Company: f2-oll\1 f +~h Gbi-t5W<1c. tt°"' Email: ha.. +-e co} V-00:J {+-SC i... · C tJ v-" Entity that Provided Training: _________ _ Certification Expiration Date: ___ _ NO!E: .Prior to ,any land-disturbing activity, all erosion and sediment controls must be installed I understand the above in ation to be accurate and I have read , understood, and accepted all terms and conditions of the NPDE mit (MN R 100001 ). Signature: ---t-;.}!E/_:-_::-~_:-~_:-~_ -_ -_ -_ -_-:__ _____ Date: /3 0 / Z? Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 Version: 10/30/2019