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Home My WebLink AboutLA218917 - 19544 Harbor Dr 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 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:14 PM01 Front PersepctivePFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044t h e h i c k o r y m o d e l BERRES RIDGE - 8th ADDITION LOT 04 BLOCK 2 LAKEVILLE, MN 55044 S H E E T L I S T Number Name 01 Front Persepctive 02 Rear Perspective 03 Front & Rear Elevations 04 Left & Right Elevations 05 Roof Plan 06 Foundation Plan 07 Foundation/Exterior Details 08 Lower Level 09 Lower Level Structural 10 Lower Level Recessed Can Layout 11 Main Level 12 Main Level Structural 13 Main Level Recessed Can Layout 14 Upper Level 15 Upper Level Structural 16 Upper Level Recessed Can Layout 17 Cross Sections 18 Cross Sections 19 Cross Sections 20 Schedules / Details 21 Square Footage Calculations Grand total: 21 REVISION SCHEDULENumberDate Issued by Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 10/06/2023jnuetzman DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:21 PM02 Rear PerspectivePFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044t h e h i c k o r y m o d e l BERRES RIDGE - 8th ADDITION LOT 04 BLOCK 2 LAKEVILLE, MN 55044 REVISION SCHEDULENumberDate Issued by First Floor0' - 0" Second Floor11' - 1 7/8" Roof19' - 3" Basement-10' - 6" T.O. Footing-10' - 9 1/2" B.O. Footing-11' - 5 1/2" Top of Foundation-0' - 9 1/2" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak28' - 3 15/16" Grade-1' - 3 1/2"9' - 0 15/16"Upper Level Ceiling Height8' - 1 1/8"2' - 0 3/4"Main Level Ceiling Height9' - 1 1/8"1' - 6 3/4"Lower Level Ceiling Height8' - 11 1/4"Lower Level Wdw Frame Hgt.7' - 0"Main Level Frame Hgt.8' - 0"Upper Level Frmae Hgt.7' - 0"Foundation Wall Heigth (UNO)10' - 0"5/ 4 " x 1 0 " F R I E Z E B D . 5/4" x 8" TRIM BD. 5/4" x 10" TRIM BD. 5/4" x 10" TRIM BD. 5/4" x 6" TRIM BD.5/ 4 " x 1 0 " F R I E Z E B D . 5/4" x 10" TRIM BD. 5/4" x 2" TRIM BD. 5/ 4 " x 1 0 " F R I E Z E B D . 6" / 12" STANDING METAL SEAM ROOF 18' - 0" /(SEE 4 A05) /(SEE 3 A18) /(SEE 2 A19) 6" / 12" SHED ROOF 11' - 0" 4"/12" SADDLE FLOWER BOX BY OTHERS 033 12”x12” TIMBER POSTS TYP. w/T-CONNECTORS B BB BB B B201919 2121 102 101 1817 110 151516 141414 043 04 4 172 /(SEE 3 A03) /(SEE 3 A03) 17 2 AAA AA A AAA 242524232222 05 06 07 06 080908 0203020101 107 001 B B 5/4" x 6" TRIM BD. 5/4" x 10" TRIM BD. 5/4" x 6" T R I M B D . 5/4" x 10" TRIM BD.5/4" x 10" TRIM BD. 5/4" x 6" TRIM BD.5/4" x 6" TRIM BD. 5/4" x 6" TRIM BD.5/4" x 10" FRIEZE BD.4/4" x 12" TRIM BD.4' - 2 5/8"7' - 2 3/4"4 11/16"3' - 1 15/16"8"6 7/8"2' - 8 1/2"4"4"2' - 8 1/2"6 7/8" 14" 12" 8" 8" X 8" TIMBER BEAM8" X 8" TIMBER POSTCONCEALED CONNECTOR DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:28 PM03 Front & Rear ElevationsPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: 1/4" = 1'-0" 1Front Elevation 1/4" = 1'-0" 2Rear Elevation TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 7" EXPOSURE HARDIELAP SIDING PER ELEVATION HARDIEPANELS SMOOTH w/ BATTENS @ 16" O.C. PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" HARDIE WINDOW & DOOR WRAPS PER ELEVATION SERIES 199 METAL CORNERS PER ELEVATION METAL SEAMED ROOF PER ELEVATION 1X4 ON 1X8 COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B A SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. DAVID CHARLEZ DESIGNS RECOMMENDS MASONRY CONCRETE LEDGES FOR ALL EXTERIOR MASONRY CLADDING PRODUCTS. WHEN MASONRY CONCRETE LEDGES ARE NOT PROVIDED PER GENERAL CONTRACTOR ’S REQUEST, DAVID CHARLEZ DESIGNS DOES NOT ACCEPT RESPONSIBILITY FOR ANY EXTERIOR MASONRY CLADDING FAILURES. elevation notes: 3/4" = 1'-0" 3Detail - Gable Bracket I REVISION SCHEDULENumberDate Issued by 5/ 4 " x 1 0 " F R I E Z E B D . 5/4" x 6" TRIM BD. 5/4" x 6 " F R I E Z E B D . 5/4" x 8" TRIM BD. 5/4" x 6" F RI E Z E B D. 5/4" x 10" TRIM BD. 5/4" x 6" FRIEZ E B D . A AA A A B B B B B 04 4 26 13 1212 13 11 11 1010 4/4" x 12" TRIM BD. COMPOSITE PANEL (SMOOTH) 5/4" x 6" TRIM BD.5/4" x 6" TRIM BD. 172 5/ 4 " x 1 0 " F R I E Z E B D . 5/4" x 10" TRIM BD. 5/4" x 6" TRIM BD. 5/4" x 8" TRIM BD. 5/4" x 6 " F R I E Z E B D . 5/4" x 10" TRIM BD.4/4" x 12" TRIM BD. 5/4" x 6 " T R I M B D . A A A B B BB B5/4" x 6" F RI E Z E B D. 17204 COMPOSITE PANEL (SMOOTH) 5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD.5/4" X 6" TRIM BD.5/4" X 6" TRIM BD.9"9"5 1/2"3 1/2"5 1/2"3 1/2"5 1/ 2 "3 1/2"5 1/2"6"9"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:35 PM04 Left & Right ElevationsPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 7" EXPOSURE HARDIELAP SIDING PER ELEVATION HARDIEPANELS SMOOTH w/ BATTENS @ 16" O.C. PER ELEVATION INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 6" HARDIE WINDOW & DOOR WRAPS PER ELEVATION SERIES 199 METAL CORNERS PER ELEVATION METAL SEAMED ROOF PER ELEVATION 1X4 ON 1X8 COMPOSITE FASCIA PER ELEVATION COMPOSITE VENTED SOFFITS PER ELEVATION EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION HOUSE WRAP AND/OR TAR PAPER IN PROPER FORM ON ENTIRE EXTERIOR B A FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE: 1/4" = 1'-0" 1Left Elevation 1/4" = 1'-0" 2Right Elevation SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. DAVID CHARLEZ DESIGNS RECOMMENDS MASONRY CONCRETE LEDGES FOR ALL EXTERIOR MASONRY CLADDING PRODUCTS. WHEN MASONRY CONCRETE LEDGES ARE NOT PROVIDED PER GENERAL CONTRACTOR ’S REQUEST, DAVID CHARLEZ DESIGNS DOES NOT ACCEPT RESPONSIBILITY FOR ANY EXTERIOR MASONRY CLADDING FAILURES. elevation notes: 1" = 1'-0" 3Detail - Typical Window/Door Trim 3" = 1'-0" 4 Detail - Typical Corbel I REVISION SCHEDULENumberDate Issued by 6" / 12" STANDING METAL SEAM ROOF (SINGLE LOCK) 18' - 0" 6" / 12" SHED ROOF 11' - 0" 14" / 12" 14" / 12"14" / 12"14" / 12"4 1/2" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"14" / 12" 14" / 12" 14" / 12"4" / 12"4 1/2" / 12"14" / 12"14" / 12"SADDLE RIDGE VENTRIDGE VENT RIDGE VENT14" / 12"24"24"30"24"24"18"18"30"6"6"30"18"14' - 6"30" 6"30"18"12"12"30"30"6"18"18"11' - 6" 4-1/2" / 12" EYEBROW ROOF BELOW/(SEE 3 A05)18"/(SEE 4 A05)/(SEE 4 A05) 4-1/2" / 12" EYEBROW ROOF BELOW/(SEE 3 A18)4 1/2" / 12"4 1/2" / 12"18" 14" / 12" Overhang 2' - 6"7 1/4"3 1/2"Comp. Fascia7 1/2"2x4 LOOKOUTS VENTED COMPOSITE SOFFIT 4" 12"Energy Heel9 13/16"ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X8 SUB FASCIA w/ TWO-TIERED FASCIACOMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILING METAL DRIP EDGE Overhang 18"7 1/4"3 1/2"Comp. Fascia7 1/2"2x4 LOOKOUTS COMPOSITE SOFFIT 7 5/8"4 1/2" 12" ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)2X4 LOOKOUTS2X8 SUB FASCIA w/ TWO-TIERED FASCIACOMPOSITE SOFFITSCOMPOSITE FRIEZE BOARDS METAL DRIP EDGE METAL FLASHING Overhang 30"3 1/2"Comp. Fascia7 1/4"27 1/8"2X4 LOOKOUTS 6" 12" COMPOSITE SOFFITBEAM PER MFG. SPEC.METAL DRIP EDGE METAL FLASHING STANDING METAL SEAM ROOF (SINGLE LOCK)#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)2X4 LOOKOUTS2X8 SUB FASCIA w/ TWO-TIERED FASCIACOMPOSITE SOFFITSCOMPOSITE FRIEZE BOARDS DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:40 PM05 Roof PlanPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044ENGINEERED ROOF TRUSSES PER MFG. SPEC. MANUFACTURE WILL PROVIDE ALL ENGINEERING DRAWING AND SPECIFICS OVERHANG DIMENSIONS ARE TO FACE OF SHEATHING ICE AND WATER ALL ADJOINING ROOFS TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS. METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL GAUGE THICKNESS OPTIONS TO REDUCE WEATHER RELATED CONCERNS (BUBBLING, WARPING, ETC.) GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS (VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC) ARE PLACED IN INCONSPICUOUS LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME. roof plan notes: 1/4" = 1'-0" 1Roof Plan 1 1/2" = 1'-0" 2 Detail - Typical Cornice 1 1/2" = 1'-0" 3 Detail - Typical Eyebrow Roof 1 1/2" = 1'-0" 4 Detail - Garage Eyebrow Roof REVISION SCHEDULENumberDate Issued by 8"8"8"10"8"8"8" 10"8"8"10"10"8"8"10"9' - 2"11' - 1"1' - 9"19' - 0"5' - 0"17' - 10" 20' - 4"43' - 6" 63' - 10"43' - 10"16' - 0"59' - 10"32' - 2"19' - 8"12' - 0" 2' - 4 1/2"16' - 3" M.O.2' - 3"9' - 3" M.O.2' - 0 1/2" 63' - 10"6' - 10"2"6' - 8"6' - 10"18' - 6"18' - 6"2"8' - 6 1/4"4' - 1 1/2" 2' - 1 1/2" 4' - 1 1/2"18' - 3 1/4"16' - 1 3/4"7' - 10 1/2"8' - 0"11' - 5 3/4" 21' - 0 1/4"11' - 5 3/4" 6' - 10 3/4"4' - 9 1/4" 5' - 7 3/4"4' - 9 1/4"26' - 0"17' - 10"12' - 2"4' - 0"43' - 10"16' - 2"60' - 0"40' - 3 1 / 2 "40' - 8 9/16"3 1/4"3 1/4"11' - 8 3/4"9' - 6 5/8"9' - 5 3/8"4' - 5 1/2"3 1/4"11' - 8 3/4"3 1/4" 3' - 8 3/4" 3 1/4"3 1/4"15' - 8 3/4"PIER #1PIER #1 PIER #1 PIER #1 SFTG #1SFTG #1 SFTG #1 SFTG #2 SFTG #2SFTG #2PFTG #1PFTG #1PFTG #1 PFTG #1 TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL LINE OF DECK ABOVELINE OF DECK ABOVE61' - 3 7/16"MECH. F.D. SHWR F.D. F1 F1 F1 F2 F2 F3 F3 F4 F5 F5 F5 F6 F8 F9 F7 1 17 1 18 4 19 4 17 3 19 1 19 4 18 2 18 PIER #2 PIER #2 14' - 8" 4 20 SUMP BASKET 2 08 11' - 0"2” SLAB LEDGE2” SLAB LEDGE2” SLAB LEDGE 2” SLAB LEDGE2” SLAB LEDGE4” SLAB LEDGE 2” SLAB LEDGE4” LEDGE(2” SLAB/2” INSUL.) 4” LEDGE(2” SLAB/2” INSUL.) - UNEXCAVATED - - UNEXCAVATED - CROSS HATCH AREA IDICATES:#4 "L" - BARS @ 48" O.C. TYP. 36" 36" foundation PIER legend: PIER #16"x6" TREATED POST ON 12" DIA. PIER w/ 18" DIA. BELL BOTTOM @ 42" BELOW GRADE. w/SIMPSON ABU66 POST BASE & SIMPSON LPC6Z POST CAP 12" SONO TUBE @ 42" BELOW GRADE. w/SIMPSON ABU66 POST BASE & SIMPSON LPC6Z POST CAPPIER #2 foundation wall legend: F1 10’-0” x 8” POURED CONCRETE WALL w/ 2” EXTERIOR LEDGE (GARAGE SLAB) ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- GARAGE / HOUSE COMMON FOUNDATION WALL 10’-0” x 10” POURED CONCRETE WALL w/ 4” EXTERIOR LEDGE (2" INSULATION, 2" SLAB) ON20” x 8” CONCRETE FOOTING. REBAR PER CODE.- FRONT PORCH FOUNDATION WALL 10’-0” x 8” POURED CONCRETE WALL PULLED INTO HOUSE 2” (APPLY 2” CERTISTUDS IN AREAS w/ SLOPING GRADE FOR FLUSHED SIDING APPLICATION) ON20” x 8” CONCRETE FOOTING. REBAR PER CODE.- FOUNDATION WALL I 3'-6” x 10” POURED CONCRETE WALL w/ 4” INTERIOR LEDGE (2" INSULATION, 2" SLAB) ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- WALK-OUT FOUNDATION WALL 3’-6” x 8” POURED CONCRETE WALL w/ 2” INTERIOR LEDGE (GARAGE SLAB) ON 20” x 8” CONCRETE FOOTING.REBAR PER CODE.- GARAGE FROST FOOTING I 3’-6” x 10” POURED CONCRETE WALL w/ 2” INTERIOR LEDGE (GARAGE SLAB) & 2" EXTERIOR (FRONT PORCH SLAB) ON20” x 8” CONCRETE FOOTING. REBAR PER CODE.- GARAGE FROST FOOTING II 3’-6” x 8” POURED CONCRETE WALL ON20” x 8” CONCRETE FOOTING. REBAR PER CODE.- FRONT PORCH FROST FOOTING 10’-0” x 8” POURED CONCRETE WALL PULLED INTO HOUSE 2” (APPLY 2” CERTISTUDS IN AREAS w/ SLOPING GRADE FOR FLUSHED SIDING APPLICATION) w/ 2" INTERIOR LEDGE (GARAGE SLAB) ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- GARGE FOUNDATION WALL I 13’-0” x 10” POURED CONCRETE WALL PULLED INTO HOUSE 2” (APPLY 2” CERTISTUDS IN AREAS w/ SLOPING GRADE FOR FLUSHED SIDING APPLICATION) w/ 4" INTERIOR LEDGE (GARAGE SLAB) ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- GARGE FOUNDATION WALL II F2 F3 F4 F5 F6 F7 F8 F9 SEE REINFORCING SCHEDULE concrete pad footing legend PFTG #136”x36”x12” POURED CONCRETE PAD FOOTINGw/4) #5 BARS E.W. concrete STRIP footing legend 6"x4" TREATED WOOD CURB20" x 8" POURED CONCRETE FOOTING w/ 2)#5 BARSSFTG. #1 4"x4" TREATED WOOD CURB20" x 8" POURED CONCRETE FOOTINGw/ 2)#5 BARSSFTG. #2 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:43 PM06 Foundation PlanPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1/4" = 1'-0" 1Foundation Plan DIMENSIONS ARE FROM FACE OF CONCRETE TO FACE OF CONCRETE ALL WALLS SHOWN ARE POURED CONCRETE. ALL WALLS, FOOTINGS, AND PADS TO HAVE REBAR AS SPECIFIED BY CODE AND A LICENSED STRUCTURAL ENGINEER. GRAYED OUT FOUNDATION WALLS ARE PULLED INTO HOUSE 2” w/ A CANTILEVERED 2X8 SILL PLATE REFER TO SILL PLATE AND FLOOR DETAILS LOCATED ON PAGE a07 AND STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS foundation plan notes: FOUNDATION WALL HEIGHTS ARE SUBJECT TO CHANGE DUE TO GRADE AND SITE CONDITIONS. ALL FOUNDATION WALL HEIGHTS MUST BE VERIFIED ON SITE BY THE CONTRACTOR AND SITE SURVEYOR PRIOR TO CONSTRUCTION. FOUNDATION CONTRACTOR WILL STEP FOUNDATION WALLS AS NECESSARY TO MAINTAIN PROPER FROST PROTECTION (42" BELOW GRADE) IN ACCORDANCE TO CURRENT MINNESOTA CODE, REGULATIONS, AND ZONING. FOUNDATION WALLS DISCLOSURE:REVISION SCHEDULENumberDate Issued by Concrete Reinforcing Schedule Wall Type WallFooting Size NotesHeight Thickness. Vertical Reinf. Horizontal Reinf.Width Depth Reinforcing F1 10'-0" 8" #5 @ 24" #4 @ 48" 20" 8" 2) #5 F2 10'-0" 10" #5 @ 24" #4 @ 48" 20" 8" 2) #5 F3 10'-0" 8" #5 @ 24" #4 @ 48" 20" 8" 2) #5 F4 3'-6" 10" #4 @ 48" #4 @ 48" 20" 8" 2) #5 Center Bars in Wall F5 3'-6" 8" #4 @ 48" #4 @ 48" 20" 8" 2) #5 Center Bars in Wall F6 3'-6" 10" #4 @ 48" #4 @ 48" 20" 8" 2) #5 Center Bars in Wall F7 3'-6" 8" #4 @ 48" #4 @ 48" 20" 8" 2) #5 Center Bars in Wall F8 10'-0" 8" #5 @ 24" #4 @ 48" 20" 8" 2) #5 Bars on Outside Face F9 13'-0" 10" #5 @ 24" #4 @ 48" 20" 8" 2) #5 Bars on Outside Face *** ALL BARS TO BE ON THE INSIDE FACE, UNO *** ALL WALLS TO HAVE WALL DOWELS EMBEDDED IN FOOTING 7" MIN. SPACED TO MATCH VERTICAL REINFORCING SPACING *** ALL CORNERS TO HAVE 24"x24" L-BARS @ HORIZONTALREINFORCING SPACING UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 6"4" 10"3 1/2"2" INSULATION2" INSULATION @ 45 DEGREE ANGLE 4" SAND 10" WALKOUT WALL NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. NOTE: EXTERIOR CLADDINGPER PLAN BUILDING PAPER 1/2" PLYWOOD 2X6 STUDS @ 16" O.C. INSULATION PER CODE METAL FLASHING 1/2" GYP. BRD. 1/2" ANCHOR BOLT 2X6 SILL PLATE DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE:3 1/2"EXTERIOR CLADDINGPER PLAN BUILDING PAPER 1/2" PLYWOOD 2X6 STUDS @ 16" O.C. INSULATION PER CODE(IF APPLICABLE) METAL FLASHING 5/8" TYPE X.GYP. BRD. 1/2" ANCHOR BOLT 4" SAND BED GARAGE SLAB CONSTRUCTION NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. NOTE: NOTE:FOUNDATION WALL SIZE MAY VARY PER LOCATION. SEE FOUNDATION PLAN 6"2"6"DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: 2" RIGID INSULATION EXTERIOR CLADDING PER PLAN 1/2" SHEATHING 2X8 CANTILEVEREDSILL PLATE (TREATED) 1/2" ANCHOR BOLT BUILDING PAPER 2" FOUNDATION WALL PULLEDINTO HOUSE 2" 2X8 PLATE W/ TOP-CHORD TRUSS NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. FLOOR TRUSSES PER PLANMETAL FLASHING NOTE:FOUNDATION WALL SIZE MAY VARY PER LOCATION. SEE FOUNDATION PLAN 2X6 SOLE PLATE INSULATION PER CODE 2X6 STUDS @ 16" O.C. 1/2" GYP. BRD. DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE:9 1/2"7 1/4"TOP CHORD TRUSS @ GARAGE NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. NOTE: DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: 4" CONC. SLAB 5/8" TYPE X GYP. BRD. 2X6 SILL PLATE(TREATED) 1/2" ANCHOR BOLT FLOOR TRUSSES PER PLAN NOTE:FOUNDATION WALL SIZE MAY VARY PER PROJECT. SEE FOUNDATION PLAN2X6 SOLE PLATE INSULATION PER CODE 2X6 STUDS @ 16" O.C. 1/2" GYP. BRD.9 1/2"4" SAND / GRAVEL BED 2" RIGID INSUL. 2"6"7 1/4"PROPOSED 0-1/8” / 12” GARAGE FLOOR SLOPE(TO BE VERIFIED BY CONTRACTOR) 2" RIGID INSULATION 1/2" ANCHOR BOLT SLAB @ TOP CHORD TRUSS SPECIAL FOUNDATION:ALL NON-STRUCTURAL EXTERIOR FOUNDATION WALLS NOT MORE THAN 2 STORIES HIGH WITH A GABLE ROOF (HIP ROOFS EXEMPT) ARE PULLED INTO THE HOUSE 1-1/2" NOTE: DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. FLOOR TRUSSESPER PLAN 4"6" 10" 4" CONC. FLOOR 2X8 SILL PLATE NOTE:FOUNDATION WALL SIZE MAY VARY PER LOCATION. SEE FOUNDATION PLAN EXTERIOR CLADDING PER PLAN 1/2" SHEATHING BUILDING PAPER 2X6 SOLE PLATE INSULATION PER CODE 2X6 STUDS @ 16" O.C. 1/2" GYP. BRD. METAL FLASHING 2"9 1/2"7 1/4"2"CONCRETE - MASONARY WALL CEMENTITIOUS ADHESIVE/WATERPROOFING EXPANDED POLYSTRYRENE BOARD CEMENTITIOUS BASE COAT REINFORCED FIBERGLASS MESH CEMENTITIOUS BASE COAT FINISH ext. insul. finish system NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. rainscreen detail DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL ENGINEER. SUBJECT TO CHANGE. ALL ITEMS SHOWN MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR ANY STRUCTURAL MEMBERS NOT PROPERLY ENGINEERED AS REQUIRED FOR STRUCTURE. NOTE: NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL. REFER TO HARDIE REVEAL PANEL SIDING w/ RAINSCREEN FOR MANUFACTURE INSTALLATION SPECS. FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH GENERAL CONTRACTOR. 2X6 STUDS @ 16" O.C. INSULATION PER CODE 1/2" GYP. BRD. SOFFIT 1/8" GAP J-CHANNEL TRIM #10- 12 T20W PAN HEAD SCREW HARDIE REVERAL PANEL VERTICAL SIDING MIN. 1/16" EPDM MIN. 3/4 TRD. FURRING CODE APPROVED WATER RESITIVE BARRIER 1/2" EXTERIOR SHEATHING VENT STRIP DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:44 PM07 Foundation/Exterior DetailsPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1" = 1'-0" 1Detail - 10" Walkout Wall 1" = 1'-0" 5Detail - Garage Slab 1" = 1'-0" 2Detail - 2x8 Sill Plate (T.C.B.) 1" = 1'-0" 6Detail - Garage Comon Wall (T.C.B.) 1" = 1'-0" 3Detail - Porch/Patio Slab (T.C.B.) 1" = 1'-0" 7Detail - Exterior Insulation Finish System 1 1/2" = 1'-0" 4 Wall Detail - Rainscreen REVISION SCHEDULENumberDate Issued by UP 1' - 8"4' - 4"14' - 8"5' - 0"17' - 10" 9' - 2"11' - 2"43' - 6" 63' - 10" 1' - 8"3' - 6"13' - 9 3/4"6' - 8 1/4"7' - 10 3/4"9' - 11 1/4" 3"3"3" 24' - 0"43' - 10"16' - 0"12' - 0"4' - 0"59' - 10"2"26' - 0"17' - 10"12' - 2"4' - 0"2"43' - 10"16' - 2"60' - 0"2' - 4 1/2"16' - 3" M.O.2' - 3"9' - 3" M.O.2' - 0 1/2" 32' - 2"19' - 8"12' - 0" 63' - 10"6' - 8"6' - 10"18' - 6"18' - 8"8' - 6 1/4"4' - 1 1/2" 2' - 1 1/2" 4' - 1 1/2"18' - 3 1/4"2"13' - 4 1/4"5' - 6 1/2"18' - 3 1/4"3' - 3 1/4"15' - 4 3/4"7' - 8 1/4"5' - 1"11' - 10 1/4"4' - 9"2' - 7 3/4"11' - 5 3/4" 13' - 7 1/2"4' - 9"14' - 1 1/2"- UNEXCAVATED - - UNEXCAVATED -2” SLAB LEDGE2” SLAB LEDGE2” SLAB LEDGE 2” SLAB LEDGE2” SLAB LEDGE4” SLAB LEDGE 2” SLAB LEDGE4” LEDGE(2” SLAB/2” INSUL.)4” LEDGE(2” SLAB/2” INSUL.)BDRM #5 CPT FLR GAME RM CPT FLRFAMILY RM CPT FLR BATH LVT FLR MECH. RM CONCRETE FLR STORAGE RM CONCRETE FLR STAIRCASE EXPOSED TREADS &RISERSRAILINGOPEN TO ABOVE LINE OF CLG. HGT. CHANGEFURNF.D.WH 48” VAN.30” LIN. CAB. FAN 36"x60"FBRGLSSHOWER36” REF./FRZ.SNKWET BAR (OPT.)UPPER CABINETSR&S SD/CO SMOKEDET.BI-PASS DRS.PATIO CONCRETE FLR x72" 84"2-PANEL PATIO DR. 001 x30" 80" 005 x36" 80" 006x30" 80"004x30" 80" 002x60" 80"DBL. DR. 003 48” x 84” C.O. NOTE:SOLID BLOCK ALL JOIST SPACESFIRE CAULK ALL PENETRATIONS IN SOLID BLOCK NOTE:MECHANICAL CONTRACTOR TO VERIFY ALL EQUIPMENT LOCATIONS INTERIOR THERMAL WALL: (UNEXPOSED WALLS ONLY)1" AIRSPACE2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD. INTERIOR THERMAL WALL: (EXPOSED WALLS ONLY)1" RIGID INSULATION (R-5)2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD. TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL EXTERIOR THERMAL WALL: 2" RIGID INSULATION SYSTEM (R-10) APPLIED TO EXTERIORPROVIDE FLASHING DECK COLUMNS: 3/4" COMPOSITE WRAP1X8 TOP / 1X8 BASE1/2" TRD. PLYWOOD2x4 FRAMED BOX6x6 TRD. POST ON12” PIER w/ 18” BELL BOTTOM @ 42"BELOW GRADE 2” SLAB LEDGE2x6 BRG WALL2x6 BRG WALL 2x4 BRG WALL 2x6 WALL INTERIOR THERMAL WALL:(EXPOSED WALLS ONLY)1" RIGID INSULATION (R-5)2x4 STUDS @ 16" O.C. (FLAT)2x4 TRD. PLATE1/2" GYP BD. 2x6 BRG WALL 0101020203LINE OF DECK ABOVELINE OF DECK ABOVE1 17 1 18 4 19 4 17 3 19 1 19 4 18 2 18 202 4 20 SUMP w/SEALEDCOVER A.C. PAD GAS & ELECTRICSERVICE LOCATION 2 08 11' - 0" 9' - 9 7/8"9' - 5 3/8"4' - 8 3/4" 66"48"48"22" 48" 77"48" 3" MIN. ABS OR PVC OR EQUIVALENTGAS TIGHT PIPE SEAL ALL JOINTSBETWEEN SLABAND FOUNDATION WALL 4" PERFORATED DRAINTILE W/FILTER FABRIC8"X16" ROCK TRENCH SEALED SUMP BASKET MIN 6 MIL OR 3 MIL CROSSLAMINATED POLY SHALL BELAPPED 12" AND PLACED BELOWTHE SLAB AND ON TOP OF 4" MIN. SAND GASPERMEABLE LAYER INSTALL LABEL READING (RADON REDUCTION SYSTEM) ON THE VENT PIPE AT EACH FLOORAND IN ACCESSIBLE ATTICS ALL CONTROL JOINTS, ISOLATION JOINTSCONSTRUCTION JOINTS AND ANY OTHERJOINTS IN CONCRETE SLABS SHALL BESEALED WITH CAULK OR SEALANT SEAL ALL FLOOR OPENINGS ALL PIPE JOINTS AND FITTINGSTO BE GLUED OR TRANSITIONCOUPLINGS PROVIDE SPACE FOR FUTUREINSTALLATION OF A FAN*MIN. 24' DIAMETER CENTERED ON THE AXIS OR THE VENT STACK*MIN. VERTICAL DISTANCE 36" INSTALL LIVE OUTLET IN ATTIC WHEREFUTURE FAN MAY BE INSTALLED R-4 MIN. INSULATION AROUND PIPE IN UNCONDITIONED SPACES 1/4" = 1'-0" 1Lower Level WINDOW NOTE:GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE:BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION:DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:50 PM08 Lower LevelPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044DIMENSIONS ARE FROM FACE OF CONCRETE & FACE OF SHEATHING TO CENTER OF STUD. FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.FLOOR SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-11 1/4" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED LOWER LEVEL NOTES: 1/4" = 1'-0" 2 Detail -Passive Radon System REVISION SCHEDULENumberDate Issued by -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). UP BRG. 3" BRG. 3" BRG. 3" 2x6 BRG WALL2x6 BRG WALL 2x4 BRG WALL 2x6 BRG WALL - UNEXCAVATED - - UNEXCAVATED - 2)2x8 HDR2)7-1/4" LVL3)7-1/4" LVL 2)7-1/4" DROPPED LVL FLAT GIRDER TRUSS PER MFG SPECLINE OF CLG. HGT. CHANGE2)9-1/4" FLUSH LVL CONTINUOUS 2)2x10 FLUSH HDR2x10 JOISTS@ 16" O.C.2x10 JOISTS@ 16" O.C.2x10 LEDGE BOARD 24' - 0" BDRM #5 PATIO GAME RMFAMILY RM BATH MECH. RM STORAGE RM STAIRCASE OPEN TO ABOVE 18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.18" FLOOR TRUSSES @ 19.2" O.C.CROSS HATCH INDCATES MAIN LEVEL FLOOR TRUSSES DARK CROSS HATCH INDCATES KITCHEN ISLAND ABOVE. 1 17 1 18 4 19 4 17 3 19 1 19 4 18 2 18 4 20 2 08 9' - 9 7/8"9' - 5 3/8"4' - 8 3/4" DECK COLUMNS: 3/4" COMPOSITE WRAP1X8 TOP / 1X8 BASE1/2" TRD. PLYWOOD2x4 FRAMED BOX6x6 TRD. POST(TYP. OF 5) ON12” PIER w/ 18” BELL BOTTOM @ 42"BELOW GRADE 2)2x10 FLUSH HDR2)2x10 FLUSH HDR 2)2x10 FLUSH HDR2)7-1/4" DROPPED LVL 2 55 2222 2 2 22 2 3 3 3 structural bearing key: 11) 2x6 STUD 2) 2x6 STUDS 3) 2x6 STUDS 1) 5-1/4" x 5-1/4" PSL 2) 1-1/2" x 5-1/2" LVL STUDS 2 3 4 5 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:51 PM09 Lower Level StructuralPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1/4" = 1'-0" 1Lower Level Structural NOT AN OFFICAL STRUCTURAL PLAN. ALL BEAMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE SPECIFIED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER. REFER TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR FINAL LOCATIONS, SIZES, AND SPECS. ROOF/FLOOR GIRDER TRUSSES SHOWN ARE ASSUMED LOCATIONS. NOT ALL NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER TO DETERMINE FINAL LOCATIONS OF GIRDER TRUSSES. SIZE BEAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT ENTIRETY OF HOME. GRAYED OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED FLOOR TRUSSES ARE CALLED OUT AT 19.2” O.C. FLOOR SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-11 1/4" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 7'-0" FROM FLOOR UNLESS NOTED structural notes:REVISION SCHEDULENumberDate Issued by BWPs Above 10 8 (3)2x10 minimum for point load from beam. UP R R R R R R R R R R R R R R R BDRM #5 PATIO GAME RM FAMILY RM BATH MECH. RM STORAGE RM STAIRCASE - UNEXCAVATED - - UNEXCAVATED -DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:52 PM10 Lower Level Recessed CanLayoutPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1/4" = 1'-0" 1Lower Level Recessed Can Layout NOT AN OFFICAL ELECTRICAL PLAN. ALL RECESSED CANS SHOWN ARE THE DESIGNER'S BEST SUGGESTIONS FOR CAN LOCATIONS. THIS PLAN TO BE USED FOR TRUSS DESIGN PURPOSES ONLY. OTHER LIGHTING ELEMENTS SUCH AS OUTLETS, LIGHT SWITCHES, PENDANTS, ETC. ARE NOT SHOWN. REFER TO OFFICIAL ELECTRICAL PLANS FOR ALL OTHER ELECTRICAL RELATED ITEMS. recessed can notes:REVISION SCHEDULENumberDate Issued by DN DN DN 18' - 0"26' - 0"12' - 0"20' - 0" 6' - 0"6' - 0"3' - 8"6' - 4"6' - 4"3' - 8" 2' - 0" 4' - 6"4' - 6" 2' - 6"8' - 0"8' - 0"2' - 6" 32' - 0"32' - 0"13' - 0"13' - 0"44' - 0"11' - 10"4' - 0"20' - 6 1/2"8' - 3 3/4"11' - 9"3' - 4 3/4"44' - 0"15' - 10"59' - 10"4' - 2"14' - 8"4' - 10" 9' - 0"13' - 2"23' - 8"18' - 2" 64' - 0"7' - 0"7' - 0"8' - 4 1/4"4' - 1 1/2" 2' - 1 1/2" 4' - 1 1/2"18' - 3 1/4"6' - 5"5' - 8 1/2"6' - 1 3/4"28 1/4"6' - 5 3/4"5' - 10"6' - 5"11' - 0"4' - 8 1/4"8' - 2"4' - 0"15' - 7 3/4" 4' - 8 1/4"1' - 10 1/2"3' - 7" 1' - 0" 1' - 8"8' - 0 1/2"11' - 7 3/4" 48"44"16"50 3/4"44"16"50 3/4"60"60"13' - 2"5' - 5 3/4"11' - 8"6' - 6 1/4"8' - 0 3/4"10' - 1 1/4" 3"3" GARAGE CONCRETE FLR OPTIONALTANDEM GARAGE CONCRETE FLR OFFICE WD FLR FOYER WD FLRMUD RM LVT FLR W.I.C. LVT FLR PANTRY WD FLR KITCHEN WD FLR DINING WD FLRGREAT RM WD FLR FRONT PORCH CONCRETE FLR DECK COMPOSITEDECKING 16’-0” x 8’-0” OVERHEAD GARAGE DOOR9’-0” x 8’-0” OVERHEAD GARAGE DOOR GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILLLINE OF UPPER LEVELLINE OF UPPER LEVEL LINE OF UPPER LEVEL BATHROOM FLOOR OVER GARAGE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) BEDROOM FLOOR OVER GARAGE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49)BENCH & HOOKSR&S ISLAND 16” OVERHANG UPPER CABINETS BASE CABINETS 42” REF./FRZ.DBL. OVEN 36” RANGESINKDW 2-BIN TRASH WD B’M CLG. WD B’M CLG.10” x 4” WD BEAMS10” x 4” WD BEAMSWD B’M CLG.F’PL HEARTHGAS FIREPLACEPER MFG. SPECS.SUSPENDEDSTAIRCASE EXPOSED TREADS &RISERSRAILINGOPEN TO ABOVE & BELOW 77"54 1/2"48"22"48"77"54 1/2" PWDR RM WD FLRBENCH & HOOKS12”x12” TIMBER POSTS TYP. w/T-CONNECTORS 102 101 x42" 96" 110 x108" 96"3-PANEL PATIO DR. 107 x30" 96" 108x48" 96"GLS. DBL. DR. 109 x30" 96" 104x36" 96"105x30" 96" 106 x36" 96" 103 20” MIN. RATED 36” x 96” C.O. 78” x 96” C.O. SD/CO11 11 1817 151516141414 06060708080905 10 10 04UPPER CABINETSHOOD VENT2x6 BRG WALL2x6 BRG WALL 2x6 WALL10’ CLG.HVAC CHASE36” VAN.FAN3"1 17 1 18 4 19 4 17 3 19 1 19 4 18 2 18 4 20 A.C. PAD GAS & ELECTRICSERVICE LOCATION 2 08 RAILING PER CODE 3"3" 1/4" = 1'-0" 1Main Level DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:54 PM11 Main LevelPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044WINDOW NOTE:GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE:BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION: DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.FLOOR SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 9'-1 1/8" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 8'-0" FROM FLOOR UNLESS NOTED MAIN LEVEL NOTES:REVISION SCHEDULENumberDate Issued by -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). DN DN DN 2)2x8 HDR CROSS HATCH INDCATES UPPER LEVEL FLOOR TRUSSES 2)9-1/4" LVL 2)7-1/4" LVL 2)2x8 HDR2)2x8 HDR @ 9’-6” FROM M.L. BRG. 3" BRG. 3" BRG. 3" BRG. 3" 2)9-1/4" LVL2)9-1/4" LVL2)9-1/4" LVL 2)2x8 HDR @ 7’-6” FROM T.O.F.OVERHEAD GARAGE DOOR 2)11-1/4" LVLOVERHEAD GARAGE DOOR 2)11-1/4" LVL2)2x8 HDR2x6 BEARING WALL2x6 BEARING WALL 2x6 BEARING WALL 2)2x10 DROPPED HDR2)9-1/4" DROPPED LVL FLAT GIRDER TRUSS PER MFG SPEC.BEARING POINT FROM ABOVE TO REST ON BEAM BELOW 2)16" FLUSH LVL 3)24" LVL OR FLAT GIRDER TRUSS2)11-7/8" FLUSH LVL BEARING POINT FROM ABOVE TO REST ON BEAM BELOWROOF TRUSSES @ 24" O.C.24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSES @ 24" O.C.PROPOSED GIRDER TRUSS PER MFG SPEC24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.24" FLOOR TRUSSES @ 19.2" O.C.ATTIC ROOF TRUSS @ 24" O.C. 11-7/8” TJI JOISTS @ 16" O.C. ROOF TRUSSES @ 24" O.C. DARK CROSS HATCH INDCATES 3” NOTCH IN FLOOR TRUSSES FOR WET RM. U.N.O.BRG.3"2)2x8 HDR @ 2’-8” FROM M.L.GARAGE OPTIONALTANDEM GARAGE DECK KITCHEN DINING GREAT RM SUSPENDEDSTAIRCASE PANTRY W.I.C. MUD RM FRONT PORCH FOYER OFFICE 3' - 4 1/4"10"5' - 0"10"5' - 0"10"5' - 0"10"5' - 0"10"5' - 0"10"5' - 0"10"3' - 4 1/4"10” x 4” WD BEAMS10” x 4” WD BEAMS10” x 4” WD BEAMS1 17 1 18 4 19 4 17 3 19 1 19 4 18 2 18 4 20 2 08 10' CLG. 3"11 1/4"11' - 3 1/2"11 1/4"6' - 7"3"11 1/4" 5' - 9 3/4"2)11-7/8" DROPPED LVL2)2x8 HDR111121)1-1/2" x 5-1/2" LVL JACK STUD3)1-1/2" x 5-1/2" LVL KING STUDS1)1-1/2" x 5-1/2" LVL STUDS @ 12" O.C.311 22 2 4 3 3 222 4 2 222222 22 222242 4 1 1 332233 2 structural bearing key: 11) 2x6 STUD 2) 2x6 STUDS 3) 2x6 STUDS 1) 5-1/4" x 5-1/4" PSL 2) 1-1/2" x 5-1/2" LVL STUDS 2 3 4 5 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:56 PM12 Main Level StructuralPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1/4" = 1'-0" 1Main Level Structural NOT AN OFFICAL STRUCTURAL PLAN. ALL BEAMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE SPECIFIED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER. REFER TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR FINAL LOCATIONS, SIZES, AND SPECS. ROOF/FLOOR GIRDER TRUSSES SHOWN ARE APPROXIMATE LOCATIONS. NOT ALL NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER TO DETERMINE FINAL LOCATIONS OF GIRDER TRUSSES. SIZE BEAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT ENTIRETY OF HOME. GRAYED OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED FLOOR TRUSSES ARE CALLED OUT AT 19.2” O.C. FLOOR SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 9'-1 1/8" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 8'-0" FROM FLOOR UNLESS NOTED structural notes:REVISION SCHEDULENumberDate Issued by BWPs Above Temper if within 60" of stairs walking surface. 8 8 PFH PFH PFH DN DN DN R R R RRR R R R R RR R RR R RR R R R R R R R R R RR R OPTIONAL TANDEMGARAGE GARAGE KITCHEN DECK DINING GREAT RM PANTRY MUD RM W.I.C. FOYER PWDR RM OFFICE FRONT PORCH SUSPENDEDSTAIRCASE DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:29:57 PM13 Main Level Recessed CanLayoutPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1/4" = 1'-0" 1Main Level Recessed Can Layout NOT AN OFFICAL ELECTRICAL PLAN. ALL RECESSED CANS SHOWN ARE THE DESIGNER'S BEST SUGGESTIONS FOR CAN LOCATIONS. THIS PLAN TO BE USED FOR TRUSS DESIGN PURPOSES ONLY. OTHER LIGHTING ELEMENTS SUCH AS OUTLETS, LIGHT SWITCHES, PENDANTS, ETC. ARE NOT SHOWN. REFER TO OFFICIAL ELECTRICAL PLANS FOR ALL OTHER ELECTRICAL RELATED ITEMS. recessed can notes:REVISION SCHEDULENumberDate Issued by 37' - 0"7' - 0"44' - 0"5' - 0 1/2"10' - 2"6' - 4"6' - 4" 3" 15' - 2 1/2"12' - 8"15' - 8" 43' - 6 1/2" 3"3"23' - 5 1/2"9' - 0 1/4"4' - 6 1/4"37' - 0"7' - 0"44' - 0"5' - 0 1/2"11' - 1 1/2"17' - 3 1/4"10' - 1 1/4" 43' - 6 1/2" 3"3"3"LINE OF GARAGE BELOWLINE OF MAIN LEVEL BELOW CROSS HATCH INDCATES UPPER LEVEL FLOOR TRUSSES CROSS HATCH INDCATES UPPER LEVEL FLOOR TRUSSES BDRM #4 CPT FLR OWNER'S W.I.C. CPT FLR OWNER'S BATH TILE FLR WET RM TILE FLR OWNER'S SUITE CPT FLR BDRM #3 CPT FLR BDRM #2 CPT FLR J&J BATH LVT FLR LAUNDRY LVT FLR BATH #4 LVT FLR HALLWAY CPT FLR SUSPENDEDSTAIRCASE EXPOSED TREADS &RISERS ATTICACCESSFAN SMOKEDET. SD/CO SD/CO R&S 5' - 8 3/4"2' - 4 1/2"4' - 10 1/2"6' - 4 1/2"6' - 6 1/2"17' - 7 3/4" 12' - 10 1/4"2' - 8 1/2"5' - 3 1/4"6' - 8 1/4"4' - 4 1/2"11' - 7 3/4" 5' - 8 3/4"2' - 4 1/2"4' - 10"7' - 10 1/2"6' - 8 1/2"4' - 6 1/4"11' - 6" 77"61"48"22"48"77"61"7' - 2"3' - 1" 4' - 0 1/4" 4' - 4 1/2"7' - 5 1/2"10' - 10 3/4"2' - 4 1/2"6' - 0 1/2"7' - 2 1/4"3' - 9 1/2"3' - 8 1/4"3' - 8 1/4"4' - 5 1/2"5' - 9 1/2"5' - 8 1/2"2' - 8 1/4"88" VAN.36"x60"FBRGLSSHOWERBI-PASS DRS.R&SFAN 36" F.H. CABINETLINEN LIN.LINENSMOKEDET.4"39" RAILING OPEN TO BELOW3"WSHR w/FLOORDRAIN DRYER UPPER CABINETSDBL. 2x6/2x4 WALL2x6 WALL 2x6 WALL 2x6 WALL2x6 WALL2x6 WALLR&SSMOKEDET. 36"x60"FBRGLSSHOWER BI-PASS DRS. FAN 48" VAN.R&S FAN FAN HVY GLS DR./PANEL39" HALF-WALL24"36"x66" FREE-STANDING TUB CUSTOM ZERO-ENTRY TILE WET RMNOTCH TRUSSES 3" BOX VAULT 6" UPSET 20 1919 2121 22 2224242523 26 12 12 13 13 x30" 80" 203 x36" 80" 201 x30" 80"202x30" 80" PKT DR 205 x30" 80"PKT DR207x30" 80"PKT DR206x60" 80"DBL. DR. 204 x30" 80"208x60" 80"DBL. DR.209x30" 80" 210x30" 80"211x60" 80"DBL. DR.212x30" 80"213x30" 80" 215 x48" 80" DBL. DRS. 214 x30" 80" 216 x30" 80"21730"x80"TRENCH DRAINRAILING1 17 1 18 4 19 4 17 3 19 1 19 4 18 2 18 4 20 2 08 SMOKEDET. SHWR NICHE SNK 1/4" = 1'-0" 1Upper Level DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:30:00 PM14 Upper LevelPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.FLOOR SYSTEM DESIGNER VERIFY SPACING ANDADJUST AS ALLOWED BY SPANS CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED upper LEVEL NOTES:WINDOW NOTE:GENERIC WINDOWS ARE CALLED OUT BY WINDOW FRAME SIZE IN INCHES. EXTERIOR WINDOW COLOR TO BE BLACK PER ELEVATION. WINDOW MANUFACTURER TO SPECIFY CLOSEST MATCHING SIZES & VERIFY EGRESS COMPLIANCE AND PROVIDE WINDOW SCHEDULE WITH ROUGH OPENINGS. WINDOW & DOOR HEADERS TO BE 2)2x10 UNLESS NOTED (PER MFG. SPECS.) STRUCTURAL NOTE:BEAM SIZES & ALL STRUCTURAL CONSIDERATIONS SPECIFIED ON THIS SET OF PLANS MUST BE REVIEWED BY THE FLOOR SYSTEM DESIGNER OR BY A STRUCTURAL ENGINEER AND CONFIRMED TO BE STRUCTURALLY SOUND. BASED ON THAT REVIEW IF THERE ARE ANY CHANGES OR ADDED BEAM SIZES, LOCATION , ETC. THESE CHANGES MUST BE BROUGHT TO THE GENERAL CONTRACTORS ATTENTION:REVISION SCHEDULENumberDate Issued by -Min. 15" clearance to anyobstruction from center of W.C., 24" in front(typ). BRG. 3" BRG. 3" BRG. 3"BRG.3"BRG. 3" BRG. 3" BRG. 3" 2' - 6"12' - 0"2' - 6"2' - 6"12' - 8 1/2"2' - 6"BDRM #4 BATH #4 OWNER'S W.I.C. WET RM OWNER'S BATH OWNER'S SUITE SUSPENDEDSTAIRCASE HALLWAY BDRM #3 BDRM #2 J&J BATH LAUNDRYATTICACCESSOPEN TO BELOW BOX VAULT6" UPSET ATTIC ROOF TRUSSES @ 24" O.C. 2)2x8 HDR2)2x8 HDR2)2x8 HDR @ 4'-4 7/8" FROM U.L.2)7-1/4" LVL2)2x8 HDR 2)2x8 HDR 2)2x8 HDRROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.LINE OF GARAGE BELOWLINE OF MAIN LEVEL BELOW CROSS HATCH INDCATES UPPER LEVEL FLOOR TRUSSES CROSS HATCH INDCATES UPPER LEVEL FLOOR TRUSSES 15' - 2 1/2"12' - 8"15' - 8" PROPOSED GIRDER TRUSS PER MFG SPEC 1 17 1 18 4 19 4 17 3 19 1 19 4 18 2 18 4 20 15 2 2 08 1)1-1/2" x 5-1/2" LVL STUDS @ 12" O.C.11 22 111 1 2 1121144 11 22 1 1 2 6' - 5"5' - 1"4' - 0"1' - 10"4' - 0"6' - 5"4' - 6 1/2"FLAT GIRDER TRUSS PER MFG SPEC.4)11 7/8" STAIRCASE STRINGERS 4)11 7/8" STAIRCASE STRINGERS(2) LVL STRINGER BOLTED TO 1) BENT MC10 CHANNEL (PER STRUCT. ENG.)OPEN TO BELOW4' - 0"1' - 10"4' - 0"structural bearing key: 11) 2x6 STUD 2) 2x6 STUDS 3) 2x6 STUDS 1) 5-1/4" x 5-1/4" PSL 2) 1-1/2" x 5-1/2" LVL STUDS 2 3 4 5 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:30:02 PM15 Upper Level StructuralPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1/4" = 1'-0" 1Upper Level Structural NOT AN OFFICAL STRUCTURAL PLAN. ALL BEAMS, HEADERS, AND GIRDER TRUSSES SHOWN MUST BE SPECIFIED AND DETERMINED BY A LICENSED STRUCTURAL ENGINEER. REFER TO STRUCTURAL DOCUMENTS PROVIDED BY ENGINEER FOR FINAL LOCATIONS, SIZES, AND SPECS. ROOF/FLOOR GIRDER TRUSSES SHOWN ARE APPROXIMATE LOCATIONS. NOT ALL NECESSARY GIRDERS MAY BE SHOWN. TRUSS MANUFACTURER TO DETERMINE FINAL LOCATIONS OF GIRDER TRUSSES. SIZE BEAMS/HEADERS TO ALLOW FOR HVAC RUNS THROUGHOUT ENTIRETY OF HOME. GRAYED OUT FRAMED WALLS ARE 2X6 BEARING WALLS UNLESS NOTED ROOF TRUSSES ARE CALLED OUT @ 24” O.C.ROOF SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED BY SPANS TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS. CEILING HEIGHT @ 8'-1 1/8" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 7'-0" FROM FLOOR UNLESS NOTED structural notes: 3/8" = 1'-0" 2 Suspended Staircase Structural REVISION SCHEDULENumberDate Issued by 10 10 10 8 -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). Temper if within 60" of stairs walking surface. Temper if within 60" of tub floor R R R R R RRRR R R R R DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:30:03 PM16 Upper Level Recessed CanLayoutPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1/4" = 1'-0" 1Upper Level Recessed Can Layout NOT AN OFFICAL ELECTRICAL PLAN. ALL RECESSED CANS SHOWN ARE THE DESIGNER'S BEST SUGGESTIONS FOR CAN LOCATIONS. THIS PLAN TO BE USED FOR TRUSS DESIGN PURPOSES ONLY. OTHER LIGHTING ELEMENTS SUCH AS OUTLETS, LIGHT SWITCHES, PENDANTS, ETC. ARE NOT SHOWN. REFER TO OFFICIAL ELECTRICAL PLANS FOR ALL OTHER ELECTRICAL RELATED ITEMS. recessed can notes:REVISION SCHEDULENumberDate Issued by First Floor0' - 0" Second Floor11' - 1 7/8" Roof19' - 3" Basement-10' - 6" T.O. Footing-10' - 9 1/2" B.O. Footing-11' - 5 1/2" Top of Foundation-0' - 9 1/2" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak28' - 3 15/16" Grade-1' - 3 1/2"3' - 6"10' - 0"3' - 6"F5 F1F4 PROPOSED 0-1/8” / 12” GARAGE FLOOR SLOPE(TO BE VERIFIED BY CONTRACTOR) Ov'Hg 30" Ov'Hg 18" Ov'Hg 30" Ov'Hg 18" 12' - 0"18' - 6"18' - 6" 4" 12" 14" 12" 7' - 0" 4 1/2" 12" 4 1/2" 12" 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.ROOF TRUSSESPER MFG. SPEC.8' - 1 1/8"2' - 0 3/4"9' - 1 1/8"1' - 6 3/4"8' - 11 1/4"E.H.9 13/16"9 1/2"T.O.F. TO M.L. SUBFLOORT.O.F. TO B.O. HEADER7' - 7 1/2"T.O.F. TO B.O. ROOF TRUSSES10' - 2 1/8"E.H.6 5/8"9' - 1 1/8"2X10 JOISTS @ 16" O.C. BDRM #4 DECK BDRM #5 KITCHEN BATH #4 BDRM #3 GARAGE GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS GARAGE FLOOR: SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL BATHROOM FLOOR OVER GARAGE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) T.C.B.E.H.9 13/16"BEAM FLUSH PER MFG SPEC.6x6 STRUCTURAL POSTM.L. TO B.O. FRAMING8' - 5 1/2"1 1/2"First Floor0' - 0" Roof19' - 3" T.O. Footing-10' - 9 1/2" B.O. Footing-11' - 5 1/2" Top of Foundation-0' - 9 1/2" First Floor Clg.9' - 1 1/8" Roof Peak28' - 3 15/16" Grade-1' - 3 1/2"3' - 6"13' - 0"F5 F9 T.O.F. TO B.O. HEADER7' - 7 1/2"T.O.F. TO B.O. ROOF TRUSSES9' - 10 5/8"T.O.F. TO T.O. WDW FRAME7' - 6"2' - 6" 6" 12"T.O.F. TO B.O. FRAMING7' - 7 1/2"Ov'Hg 24" 25' - 6"18' - 6" Ov'Hg 18" 14" 12" 4 1/2" 12"T.O.F. TO B.O. ROOF TRUSSES9' - 10 5/8"E.H.6 5/8"GARAGE OPTIONAL TANDEMGARAGE PROPOSED GIRDER TRUSS PER MFG SPEC. GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS GARAGE FLOOR: SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL PROPOSED 0-1/8” / 12” GARAGE FLOOR SLOPE(TO BE VERIFIED BY CONTRACTOR) 05 4ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE ROOF TRUSSESPER MFG. SPEC.3' - 6"2' - 0"3"3"3"3"30"12"3"3"3"3" 6" 42 5/8" RADUIS 4" 6" X 6" TIMBER 6" X 6" TIMBER 4" X 4" TIMBER 3" 3" 6"3"3"30"3"3"4"1 1/2"28 1/2"3' - 6"2x8 TRUSS TAILSComp. Fascia7 1/2"3 1/2"7 1/4"Overhang 24" 3 5/16"10 5/16"10 3/8"1' - 0"7 5/8"Energy Heel16 3/16"2X4 LOOKOUT COMPOSITE VENTED SOFFIT 14" 12" METAL DRIP EDGE ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS2X8 SUB FASCIA w/ TWO-TIERED FASCIACOMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILING DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:30:09 PM17 Cross SectionsPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1/4" = 1'-0" 1Cross Section - Garage/Kitchen 1/4" = 1'-0" 4 Cross Section - Garage/Tandem Garage 1 1/2" = 1'-0" 2 Detail - Typical Bracket I 1 1/2" = 1'-0" 3Detail - Garage Cornice REVISION SCHEDULENumberDate Issued by First Floor0' - 0" Second Floor11' - 1 7/8" Roof19' - 3" Basement-10' - 6"T.O. Footing-10' - 9 1/2" B.O. Footing-11' - 5 1/2" Top of Foundation-0' - 9 1/2" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak28' - 3 15/16" Grade-1' - 3 1/2"3' - 6"10' - 0"3' - 6"F4F2 F7 T.C.B. 4 1/2" 12" Ov'Hg 18" Ov'Hg 30" Ov'Hg 30" Ov'Hg 18"8' - 1 1/8"2' - 0 3/4"9' - 1 1/8"1' - 6 3/4"8' - 11 1/4"18' - 6"18' - 6"7' - 0" Ov'Hg 12" 4" 12" 14" 12"E.H.9 13/16"30"151 1/2"30"6"BOX VAULT w/6” UPSETE.H.9 13/16"2"M.L. TO B.O. FRAMING8' - 5 1/2"2' - 8 3/8"7' - 0" 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE BEAM DROPPED PER MFG SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. BEAM DROPPED PER MFG SPEC. ATTIC ROOF TRUSSESPER MFG. SPEC.OWNER'S SUITE GREAT RM FAMILY RMSTORAGE RM FOYER HALLWAY FRONT PORCH 183 Cased Opening84"Cased Opening96"First Floor0' - 0" Second Floor11' - 1 7/8" Roof19' - 3" Basement-10' - 6" T.O. Footing-10' - 9 1/2" B.O. Footing-11' - 5 1/2" Top of Foundation-0' - 9 1/2" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak28' - 3 15/16" Grade-1' - 3 1/2" T.C.B. Ov'Hg 30" Ov'Hg 12" Ov'Hg 30" Ov'Hg 18" Ov'Hg 18"3' - 6"10' - 0"3' - 6"3' - 6"F7 F2F4PIER #1PIER #18' - 1 1/8"2' - 0 3/4"9' - 1 1/8"1' - 6 3/4"8' - 11 1/4"E.H.9 13/16"7' - 4"18' - 2"18' - 6"16' - 0" 14" 12" 4" 12" 6" 12" 4 1/2" 12" 2X10 JOISTS @ 16" O.C.6x6 STRUCTURAL POST9' - 6 1/4"6x6 STRUCTURAL POST3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE 7' - 0"2"7 5/8"8' - 5 1/2"8' - 7 1/2"4 1/2" 12" BDRM #2HALLWAYOWNER'S W.I.C. OWNER'S BATH DINING PANTRY W.I.C.PWDR RM FRONT PORCH DECK GAME RM MECH. RMBATH ROOF TRUSSESPER MFG. SPEC.PROPOSED GIRDER TRUSS PER MFG SPEC. BEDROOM FLOOR OVER GARAGE: -HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) 053 19 2 7 5/8"24" Attic Roof Truss w/3/4" Subfloor2' - 0 3/4"Overhang 18"Comp. Fascia7 1/2"7 1/4"3 1/2"4 1/2" 12" 2x4 LOOKOUTS COMPOSITE SOFFIT ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)2X4 LOOKOUTS2X8 SUB FASCIA w/ TWO-TIERED FASCIACOMPOSITE SOFFITSCOMPOSITE FRIEZE BOARDS METAL DRIP EDGE METAL FLASHING 2x Framing1/2" EXT. SHEATHING 7 1/8"COMPOSITE TRIM BD. First Floor0' - 0" Second Floor11' - 1 7/8" Roof19' - 3" Basement-10' - 6" T.O. Footing-10' - 9 1/2"B.O. Footing-11' - 5 1/2" Top of Foundation-0' - 9 1/2" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Grade-1' - 3 1/2"3' - 6"3' - 6"10' - 0"10' - 0"F3F2 F6F5 Ov'Hg 30" Ov'Hg 24" 10' - 6"10' - 1"10' - 10 1/2"10' - 6 1/2"10' - 6 1/2"5' - 5 1/2"6' - 0" 4' - 2 1/2"12' - 8"4' - 2 1/2"8' - 1 1/8"E.H.8 7/8"E.H.8 7/8"E.H.47 1/16"E.H.47 1/16"T.O.F. TO B.O. ROOF TRUSSES9' - 10 5/8"E.H.16 3/16"8' - 11 1/4"1' - 6 3/4"10' - 1 1/4"E.H.23 1/16"2"8' - 5 1/2"7 5/8"M.L. TO B.O. FLOOR TRUSSES9' - 1 1/8"2' - 0 3/4"14" 12" 14" 12" 14" 12"E.H.24 11/16"STORAGE RM FRONT PORCH OFFICE BDRM #2 GARAGE MAIN LEVEL (M.L.)8' - 7 1/2"ROOF TRUSSESPER MFG. SPEC. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE 3/4" SUBFLOOR24" ATTIC ROOF TRUSSES @ 24" O.C. GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL BATHROOM FLOOR OVER GARAGE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) PROPOSED GIRDER TRUSS PER MFG SPEC. ATTIC ROOF TRUSSESPER MFG. SPEC. ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC. 173 DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:30:15 PM18 Cross SectionsPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1/4" = 1'-0" 1Cross Section - Great Rm/Front Porch 1/4" = 1'-0" 2Cross Section - Front Porch/Dining Rm 1 1/2" = 1'-0" 3Detail - Front Porch Eyebrow Roof 1/4" = 1'-0" 4 Cross Section - Garage/Office REVISION SCHEDULENumberDate Issued by First Floor0' - 0" Second Floor11' - 1 7/8" Roof19' - 3" Basement-10' - 6" T.O. Footing-10' - 9 1/2"B.O. Footing-11' - 5 1/2" Top of Foundation-0' - 9 1/2" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak28' - 3 15/16" Grade-1' - 3 1/2" 22' - 0"21' - 6 1/2"9' - 11 1/2"10' - 6"3' - 6"T.O.F. TO B.O. ROOF TRUSSES9' - 10 5/8"E.H.16 3/16"11' - 0"9 1/2"9' - 1 1/8"56 3/8"21 1/8"56 3/8"56"21"49"19 Risers11' - 1 7/8"18 Risers10' - 6"8' - 1 1/8"2' - 0 3/4"9' - 1 1/8"1' - 6 3/4"8' - 11 1/4"11"7 3/64"7"11" 11' - 6"10' - 0"F3 F1 F5 Ov'Hg 24" Ov'Hg 6" Ov'Hg 6" 14" 12" 14" 12"3' - 8 1/4"12' - 10 3/4"3' - 5 1/2"20' - 0 1/2"BEAM FLUSH PER MFG SPEC. GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL PROPOSED 0-1/8” / 12” GARAGE FLOOR SLOPE(TO BE VERIFIED BY CONTRACTOR) GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE ROOF TRUSSESPER MFG. SPEC. GARAGE ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. BEAM FLUSH PER MFG SPEC. BEAM FLUSH PER MFG SPEC. LOWER LEVEL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADSPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE LOWER LEVEL STAIRCASE LANDING CONSTRUCTION:2-2x8 HEADER3/4" PLYWOOD BACKING2x8 JOISTS @ 16" O.C.3/4" PLYWOOD MAIN LEVEL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) LVL STRINGER BOLTED TO STEEL “C” CHANNEL (PER STRUCT. ENG.)11” PARTICLE BOARD TREADS w/1” NOSINGPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE MAIN LEVEL STAIRCASE LANDING CONSTRUCTION: 2 LAYERS 3/4" PLYWOODSTEEL “C” CHANNEL (PER STRUCT. ENG.)2x8 JOISTS @ 16" O.C.3/4" PLYWOOD BDRM #3 J&J BATH HALLWAY SUSPENDED STAIRCASE STAIRCASE MECH. RM W.I.C.MUD RMFOYER Cased Opening96"Cased Opening84"10' - 0"/(SEE 2 A15) First Floor0' - 0" Second Floor11' - 1 7/8" Roof19' - 3" Basement-10' - 6" T.O. Footing-10' - 9 1/2" B.O. Footing-11' - 5 1/2" Top of Foundation-0' - 9 1/2" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Grade-1' - 3 1/2" F8F1F3 10' - 0"10' - 0"10' - 0"40 1/4"10"60"10"60"10"60"10"60"10"60"10"60"10"40 1/4"4"Ov'Hg 18" 30"143"30" BOX VAULT w/6” UPSET Ov'Hg 6" Ov'Hg 6" Ov'Hg 18" 43' - 6 1/2"11' - 5 1/2"8' - 1 1/8"2' - 0 3/4"9' - 1 1/8"1' - 6 3/4"8' - 11 1/4"OPTIONALTANDEMGARAGE BDRM #4 WET RMOWNER'S SUITE GREAT RMDINING FAMILY RMGAME RM BDRM #5 KITCHEN 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILLT.O.F. TO B.O ROOF TRUSSES9' - 10 5/8"First Floor0' - 0" Second Floor11' - 1 7/8" Roof19' - 3" Basement-10' - 6"T.O. Footing-10' - 9 1/2" B.O. Footing-11' - 5 1/2" Top of Foundation-0' - 9 1/2" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Grade-1' - 3 1/2" T.C.B. Ov'Hg 18" Ov'Hg 30" Ov'Hg 30" Ov'Hg 12"3' - 6"10' - 0"F4F3 18' - 6"18' - 6"7' - 0" 14" 12" 4" 12"8' - 1 1/8"2' - 0 3/4"9' - 1 1/8"1' - 6 3/4"8' - 11 1/4"E.H.9 13/16"30"151 1/2"30" BOX VAULT w/6” UPSETE.H.9 13/16"56 3/8"21 1/8"56 3/8"56"21"49"OWNER'S SUITE GREAT RM FAMILY RM SUSPENDEDSTAIRCASE OFFICE STORAGE RM 7 3/64"11"7"11" 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC. TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR11 7/8” TJI JOISTS @ 16" O.C. ROOF TRUSSESPER MFG. SPEC. BEAM FLUSH PER MFG SPEC LOWER LEVEL STAIRCASE CONSTRUCTION:6'-10" MINIMUM HEADROOM(4) 11- 7/8" STAIR STRINGER w/1-1/8" x 11-1/4" PARTICLE BOARD TREADSPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE LOWER LEVEL STAIRCASE LANDING CONSTRUCTION:2-2x8 HEADER3/4" PLYWOOD BACKING2x8 JOISTS @ 16" O.C.3/4" PLYWOOD MAIN LEVEL STAIRCASE CONSTRUCTION: 6'-10" MINIMUM HEADROOM(4) LVL STRINGER BOLTED TO STEEL “C” CHANNEL (PER STRUCT. ENG.)11” PARTICLE BOARD TREADS w/1” NOSINGPROVIDE 34"-36" HGT HANDRAILS & GUARDS RAILS PER CODE MAIN LEVEL STAIRCASE LANDING CONSTRUCTION: 2 LAYERS 3/4" PLYWOODSTEEL “C” CHANNEL (PER STRUCT. ENG.)2x8 JOISTS @ 16" O.C.3/4" PLYWOOD /(SEE 2A15)11 5/8"2X4 LOOKOUTS COMPOSITE SOFFIT METAL DRIP EDGE COMP. FASCIA5 1/2"2 1/2"Overhang 30" 6" 12" ARCHITECTURAL GRADE ASPHALT SHINGLES#15 FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)2X4 LOOKOUTS2X6 SUB FASCIA w/ TWO-TIERED FASCIACOMPOSITE SOFFITSCOMPOSITE FRIEZE BOARDS DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:30:21 PM19 Cross SectionsPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044 1/4" = 1'-0" 1Cross Section - Garage/Staircase 1/4" = 1'-0" 3Cross Section - Great Rm/Kitchen 1/4" = 1'-0" 4 Cross Section - Great Rm/Office 1 1/2" = 1'-0" 2 Detail - Bdrm #2 Eyebrow Roof REVISION SCHEDULENumberDate Issued by 3' - 6"8' - 11 1/4"1' - 6 3/4"9' - 1 1/8"2' - 0 3/4"8' - 1 1/8"E.H.9 13/16"Overhang 30" 4" 12" 4 1/2" 12" Overhang 18"Upper Level Window Frame Height7' - 0"Main Level Window Frame Height8' - 0"Lower Level Window Frame Height7' - 0"F4 T.C.B.10' - 0"10' - 1 1/4"1' - 6 3/4"8' - 11 1/4"Office Window Frame Height9' - 6"Ov'Hg 12" F3 052 9 1/2"ROOF, CEILING & EAVE CONSTRUCTION: WALL CONSTRUCTION: FOUNDATION WALL & BASEMENT SLAB CONSTRUCTION: MAIN LEVEL CONSTRUCTION: UPPER LEVEL CONSTRUCTION: ARCHITECTURAL GRADE ASPHALT SHINGLES#15FELT & ICE & WATER SHIELD (6'-0")1/2" OSB SHEATHING w/STEEL CLIPSTRUSSES @ 24" O.C. (PER MFG. SPEC.)BAFFLES w/1" AIR SPACE2X4 LOOKOUTS 2X8 SUB FASCIA w/ TWO-TIERED COMPOSITE FASCIA COMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILING 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED24" FLOOR TRUSSES @ 19.2" O.C.(FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS)5/8" GYP. BRD. ON CEILINGSPRAY INSULATE RIMS (R-21) SIDING PER ELEVATIONHOUSE WRAP (WRAP WINDOWS PER MFG. SPEC.)1/2" OSB SHEATHING2X6 STUDS @16" O.C.DBL. TOP PLATER-21 WALL INSULATION4 MIL POLY VAPOR BARRIER1/2" GYP. BRD.2X6 SOLE PLATEALL DETAILS TO CONFORM W/ ENERGY CODE 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED 18" FLOOR TRUSSES @ 19.2" O.C.(FLOOR SYSTEM DESIGNER TO VERIFY SIZE & SPACING BASED ON SPANS)FLASHING UNDER SILLS & STOOPSTREATED 2X6 SILL PLATE w/ SEALER1/2" ANCHOR BOLTS @ 6' O.C. & 1' FROM CORNERS5/8" GYP. BRD. ON CEILINGSPRAY INSULATE RIMS (R-21) WATERPROOFINGEXTERIOR THERMAL WALL:2" RIGID INSULATION (R-10) APPLIED TO EXTERIOR, PROVIDE FLASHING TO COVER EXPOSED INSULATIONPOURED CONC. WALL PER PLANREINFORCE WALLS PER CODE AND ENGINEER'S SPECIFICATIONS20" X 8" CONTINUOUS CONC. FOOTING UNLESS OTHERWISE NOTED 4" POURED CONCRETE SLABVAPOR/MOISTURE BARRIER PER IRC SECTION 506 EXTENDING UP THE WALL AND SEALED TO FOUNDATION WALL2" RIGID INSULATION4" SAND/AGGREGATE FILL INTERIOR & EXTERIOR 4" DIA. PERFORATED DRAIN TILE PIPED TO SUMP BASKET INTERIOR THERMAL WALL:1" RIGID INSULATION (R-5)2x4 STUDS @ 16" O.C.2x4 TRD. PLATE1/2" GYP BD. 3 20 FRAMING 6 3/4" FINISHED 9 1/4"FRAMING6 3/4"FINISHED9 1/4"DECK COLUMNS:3/4" COMPOSITE WRAP1X8 TOP/BASE COLLAR1/2" TRD. PLYWOOD2x4 TRD. FRAMED BOX6x6 TRD. POST ON12” PIER w/ 18” BELL BOTTOM @ 42"BELOW GRADE COLLAR10 3/4"COLLAR 10 3/4" First Floor0' - 0" Basement-10' - 6" PIER #1 2X10 JOISTS @ 16" O.C.6x6 STRUCTURAL POST1 1/2"10' - 6"3' - 6"9' - 6 1/4"FIN. 9 1/4" FRMG 6 3/4"7 1/4"7 1/4"DECK DECK COLUMNS:3/4" COMPOSITE WRAP1X8 TOP/BASE COLLAR1/2" TRD. PLYWOOD2x4 FRAMED BOX6x6 TRD. POST ON12” PIER w/ 18” BELL BOTTOM @ 42"BELOW GRADE 8"18" 12" 2x6 WALL TIMBERSTRAND STUDS Opening To Vary By Door Size Finish6 1/2"Framing5 1/2"1 1/2"Dr. Opng.2 1/2"Door to Vary by Plan DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:30:27 PM20 Schedules / DetailsPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044D O O R S C H E D U L E Tag Door SizeDoor TypeQuantity Head HeightLevel Room Name Comments 001 72" x 84" 2-Panel Sliding Patio Door1 7' - 0"Basement GAME RM 002 30" x 80" Single Swing (Interior)1 6' - 8"Basement GAME RM 003 60" x 80" Double Swing (Interior)1 6' - 8"Basement BDRM #5 004 30" x 80" Single Swing (Interior)1 6' - 8"Basement GAME RM 005 30" x 80" Single Swing (Interior)1 6' - 8"Basement STAIRCASE 006 36" x 80" Single Swing (Interior)1 6' - 8"Basement STORAGE RM 101 16'-0" x 8'-0" Overhead Double Garage Door1 8' - 0"Grade GARAGE 102 9'-0" x 8'-0" Overhead Single Garage Door1 8' - 0"Grade GARAGE 103 36" x 96" Single Swing (Fire Door)1 8' - 0"First Floor GARAGE20 Min. Rated 104 30" x 96" Single Swing (Interior)1 8' - 0"First Floor MUD RM 105 36" x 96" Single Swing (Interior)1 8' - 0"First Floor MUD RM 106 30" x 96" Single Swing (Interior)1 8' - 0"First Floor PANTRY 107 108" x 96" 3-Panel Sliding Patio Door1 8' - 0"First Floor DECK 108 30" x 96" Single Swing (Interior)1 8' - 0"First Floor FOYER 109 48" x 96" 2-Panel Inswing Glass Door1 8' - 0"First Floor FOYERFull Glass 110 42" x 96" 1-Panel Inswing Glass Door1 8' - 0"First Floor FOYER3/4"Glass 201 36" x 80" Single Swing (Interior)1 6' - 8"Second Floor HALLWAY 202 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor LAUNDRY 203 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor HALLWAY 204 60" x 80" Double Swing (Interior)1 6' - 8"Second Floor BDRM #2 205 30" x 80" Single Pocket (Interior)1 6' - 8"Second Floor BDRM #2 206 30" x 80" Single Pocket (Interior)1 6' - 8"Second Floor J&J BATH 207 30" x 80" Single Pocket (Interior)1 6' - 8"Second Floor BDRM #3 208 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor HALLWAY 209 60" x 80" Double Swing (Interior)1 6' - 8"Second Floor BDRM #3 210 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor HALLWAY 211 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor HALLWAY 212 60" x 80" Double Swing (Interior)1 6' - 8"Second Floor BDRM #4 213 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor BDRM #4 214 48" x 80" Double Swing (Interior)1 6' - 8"Second Floor OWNER'S SUITE 215 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor OWNER'S SUITE 216 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor OWNER'S SUITE 217 30" x 80" Single Swing (Interior)1 6' - 8"Second Floor OWNER'S BATH Total Doors: 33 W I N D O W S C H E D U L E Tag Window Size Window Type Quantity Head Height Level Room Location Comments 0132" x 66"Casement27' - 0"BasementBDRM #5 0236" x 66"Casement27' - 0"BasementFAMILY RM 0372" x 66"Fixed17' - 0"BasementFAMILY RM 0436" x 24"Transom17' - 6"Top of FoundationGARAGE 0536" x 54"Casement18' - 0"First FloorDECK 0636" x 72"Fixed28' - 0"First FloorGREAT RM 0772" x 72"Fixed18' - 0"First FloorGREAT RM 0836" x 18"Awning22' - 0"First FloorGREAT RM 0972" x 18"Fixed12' - 0"First FloorGREAT RM 1048" x 24"Transom28' - 0"First FloorGREAT RM 1132" x 32"Fixed22' - 8"First FloorSTAIRCASE 1232" x 18"Transom215' - 6 3/4"First Floor SUSPENDED STAIRCASE 1332" x 60"Fixed214' - 0 3/4"First Floor SUSPENDED STAIRCASE 1432" x 18"Transom39' - 6"First FloorOFFICE 1532" x 66"Casement28' - 0"First FloorOFFICE 1632" x 66"Fixed18' - 0"First FloorOFFICE 1732" x 66"Casement18' - 0"First FloorFRONT PORCH 1832" x 66"Casement18' - 0"First FloorFRONT PORCH 1932" x 60"Casement27' - 0"Second FloorBDRM #2 2032" x 60"Fixed17' - 0"Second FloorBDRM #2 2132" x 60"Casement27' - 0"Second FloorBDRM #3 2232" x 66"Casement27' - 0"Second FloorBDRM #4 2348" x 66"Fixed17' - 0"Second FloorWET RM 2436" x 66"Casement27' - 0"Second FloorOWNER'S SUITE 2572" x 66"Fixed17' - 0"Second FloorOWNER'S SUITE 2632" x 42"Fixed17' - 0"Second FloorLAUNDRY Total Windows: 41 1/2" = 1'-0" 4 Detail - Typical Wall Section 1 1/2" = 1'-0" 2Detail - Deck Column 3/4" = 1'-0" 3Cross Section - Deck Column 1" = 1'-0" 1Detail- 2x6 Pocket Door Framing REVISION SCHEDULENumberDate Issued by UP DN DN DN 288 SF PATIO 1038 SF LOWER LEVEL 365 SF MECH. / STOR. 816 SF GARAGE 1492 SF MAIN LEVEL 308 SF DECK 140 SF FRONT PORCH 206 SFTANDEM GARAGE(OPT)1587 SF UPPER LEVEL 113 SF STAIRCASE ABBREVIATIONS LIST = AIR CONDITIONING= ABOVE FINISHED FLOOR= ALUMINIUM= BOTTOM CHORD BEARING= BOARD= BEDROOM= BUILT IN= BEAM= BOTTOM OF= BEARING= BASEMENT= CABINETS= CANTLIEVER= CEILING= CENTER LINE= CASED OPENING= CONCRETE= CONTINUOUS= CARPET= CERAMIC TILE= CASEMENT= DOUBLE= DEMOLISH OR DEMOLITION= DOUBLE HUNG= DIAMETER= DIMENSION(S)= DOWN= DRYWALL OPENING= DOOR= DISHWASHER= DRAWING= EACH= ENERGY HEEL= ELECTRIC= ELEVATIONS OR ELEVATOR= ENGINEER= ETHYLENE PROPYLENE DIENE M-CLASS= EQUAL= EXTERIOR= EXISTING= FLOOR DRAIN= FINISHED= FLOOR= FOUNDATION= FIREPLACE= FRAMING= FREEZER= FOOTING= FURNITURE= FUTURE= FIXED= GLIDER= GIRDER TRUSS= GYPSUM= GYPSUM BOARD= HEADER= HEIGHT= HEATING VENTILATION AIR CONDITIONING= IN FLOOR HEAT= INSULATION= INTERIOR= LANDING= LINEN= LOCKERS= LOWER LEVEL= LOOKOUT= LUXURY VINYL TILE= LUXURY VINYL PLANK= MAXIMUM= MECHANICAL= MANUFACTURE(R)= MINIMUM= MAIN LEVEL= MASONRY OPENING= NUMBER= NOMINAL= ON CENTER= OFFICE= OPENING= OPTION(AL)= POLISHED CONCRETE= PERIMETER= POCKET= PLUMBING= PLYWOOD= POWDER= POLYVINYL CHLORIDE= REFRIGERATOR= REQUIRED= ROOM= ROD & SHELF= SIMULATED DIVIDED LITE= SMOKE DETECTOR= SMOKE / CARBON MONOXIDE DETECTOR= SINGLE HUNG= SHELVING= SHELVES= SIMILAR OR SIMULATOR= SLIDER= SINK= SPECIFICATION(S) OR SPECIFIED= STEEL= STORAGE= STRUCTURAL= SQUARE FOOTAGE= TO BE DETERMINED= TOP CHORD BEARING= TONGUE AND GROOVE= TOP OF= TREATED= TRANSOM= TYPICAL= UPPER LEVEL= UNFINISHED= VANITY= WOOD= WINDOW= WALK IN CLOSET= WITH= WALKOUT= WASHER A.C.A.F.F.ALUM.B.C.B.BD.BDRM.B.I.B'MB.O.BRG.BSMT.CABS.CANT.CLG.C.L.C.O.CONC.CONT.CPT.C.T.CSMTDBL.DEMOD.H.DIA.DIM(S)DN.D.O.DR.D.W.DWG.EA.E.H.ELEC.ELEV.ENG.EPDMEQ.EXT.EXST.F.D.FIN.FLR.FND.F/PFRMG.FRZ.FTG.FURN.FUT.FX.GLD.G.T.GYP.GYP. BD.HDR.HGT.HVACI.F.H.INSUL.INT.LDG.LIN.LKRS.L.L.L.O.L.V.T.L.V.P.MAX.MECH.MFG.MIN.M.L.M.O.NO.NOM.O.C.OFF.OP'NGOPT.P. CONC.PERM.PKT.PLMG.PLWD.PWDRPVCREF.REQDRM.R&SS.D.L.SD.SD/COS.H.SHLVG.SHLVS.SIM.SLD.SNKSPEC.ST'LST'RGSTRUC.SQ. FTG.TBD.T.C.B.T&GT.O.TRD.TRSM.TYP.U.L.UNFIN.VTY.W'DWDWW.I.C.W/W.O.WSHR.10' - 6"10' - 6"30' - 0" GENERAL NOTES 1. ALL EXTERIOR WALLS TO BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C. 2. ALL INTERIOR WALLS TO BE CONSTRUCTED OF 2x4 STUDS @ 16" O.C. (UNLESS OTHERWISE NOTED) 3. WALLS ADJACENT TO GARAGE SPACE SHALL BE 2x6 WITH A 1 HR. FIRE RATING 4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR. 5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING 6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND 50% AT SOFFIT-MIN 7. ALL INTERIOR DOOR HEAD HEIGHT TO BE VERIFIED BY BUILDER UNLESS OTHERWISE NOTED. UNDERCUT MIN 1" 8. ALL STRUCTURAL MEMBERS TO BE VERIFIED BY MANF. AND A STRUCTURAL ENGINEER. 9. ALL WINDOW UNITS ABOVE TUB DECK AND/OR WITHIN 18" OF THE FLOOR AND/OR 24" OF A DOORWAY SHALL BE TEMPERED GLASS 10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR EQUIVALENT 11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR 12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES 13. 1/2" AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM & MIN 3" BEARING ON CONCRETE 14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH 15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE 16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY 17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS 18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER SHALL BE OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE 19. PROVIDE DRAFT STOPS PER UBC 708.3 20. FIRE BLOCK ALL CHASES AT EACH FLOOR-CEILING ASSEMBLY OR AT 10' MAX INTERVALS 21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE 22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD 23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS 24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED MATERIALS 25. BLOCK PATIO DOORS WITHOUT A DECK 26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC 27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES 28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE ROOMS 29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE STAIRS 30. COMBUSTION AIR DUCTS 12" OFF THE FLOOR OR RETURN AIR PLENUM WHEN REQUIRED (IMC703) 31. PROVIDE PLUMBING ACCESS AT ALL TUBS EXCEPT WHEN TRAPS & OVERFLOW GLUED 32. PROVIDE 50 cfm OR 20 cfm CONTINUOUS VENTILATION OR OPERABLE WINDOW (ASHRAE 62-2001 6.1) 33. DRYER VENT TO THE EXTERIOR- INSULATE LAST 3 FEET MIN 36" CLEARANCE TO OTHER OPENINGS: (IMC504.4, 401.52 AND 604.1) 34. CERAMIC TILE TO BE APPLIED OVER GREEN BOARD, CEMENT BOARD, WONDER BOARD OR OTHER APPROVED MATERIAL TO A HEIGHT OF 70" ABOVE DRAIN INLET IN SHOWERS. CEMENT BOARD MUST BE USED ON EXTERIOR WALLS UNDERNEATH TILE AND OVER THE VAPOR BARRIER (R307) 35. TRUSS PLANS STAMPED AND APPROVED BY MANF. SHALL BE ON THE JOB SITE. ALTERATIONS TO TRUSSES REQUIRE AN ENGINEER'S APPROVAL 36. RAFTERS SHALL BE FRAMED TO MIN 1" THICK RIDGE BOARD NOT LESS THAN THE DEPTH OF THE CUT END OF THE RAFTERS OR NAILED TO EACH OTHER WITH A GUSSET PLATE A TIE. THE RIDGE BOARD MUST BE SUPPORTED ON END WALL OR MIN 2x4 COLLAR TIES ARE REQUIRED AT MIN 4" O.C. 37. 4-MIL VAPOR BARRIER ON WARM IN WINTER SIDE OF EXTERIOR WALLS AND CEILING. FIRE RETARDANT VAPOR BARRIER MAY BE LEFT UNCOVERED 38. WIND-WASH AT ALL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING INSULATION DAM @ CEILING CHANGES 39. WEATHER-RESISTIVE BARRIER-i.e. BUILDING WRAP TABLE R703.4 40. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO AT LEAST R-3 41. ATTIC ACCESS DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE WEATHERED-STRIPPED AND INSULATED. 42. NEW WOOD-BURNING FIREPLACES WILL HAVE TIGHT-FITTING FLUE DAMPERS AND OUTDOOR COMBUSTION AIR. 43. FOR WINDOWS WHERE THE LOWEST PART OF THE WINDOW OPENING IS MORE THAN 6' ABOVE THE GROUND, THE LOWEST PART OF OPENING SHALL BE MIN. OF 36" ABOVE THE FINISHED FLOOR. EXCEPTIONS INCLUDE WINDOWS THAT DO NOT OPEN MORE THAN 4", WINDOWS WITH FALL PROTECTION, AND WINDOWS THAT HAVE OPENING CONTROL DEVICES. 44. DWELLINGS WITH ATTACHED GARAGES OR FUEL FIRED EQUIPMENT MUST BE EQUIPPED WITH CARBON MONOXIDE ALARMS OUTSIDE OF, BUT NO FURTHER THAN 10' FROM , EACH SLEEPING AREA OR BEDROOM. 45. FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 psi. 46. A MIN. 1/2" GYPSUM BOARD MEMBRANE, OR 5/8" WOOD STRUCTURAL PANEL MEMBRANE, SHALL BE PROVIDED ON THE UNDERSIDE OF FLOOR ASSEMBLIES. EXCEPTIONS A.DWELLINGS EQUIPPED WITH SPRINKLER SYSTEM. B.CRAWLSPACES C.PORTIONS OF FLOOR ASSEMBLIES WITH PROPORTIONALLY SMALL AREA. D. FLOOR ASSEMBLIES CONSTRUCTED OF SOLID SAWN LUMBER OR STRUCTURAL COMPOSITE LUMBER WITH MIN. NOMINAL DIMENSIONS OF 2"x10". 47. DECKS SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS. 48. FLASHING WITH A MIN. 3 1/2" VERTICAL ATTACHMENT FLANGE IS REQUIRED AT THE INTERSECTION OF THE FOUNDATION AND RIM JOIST FRAMING WHEN THE EXTERIOR WALL COVERING DOES NOT LAP THE FOUNDATION INSULATION. THE FLASHING MUST EXTEND A MIN. OF 1" BELOW THE FOUNDATION PLATE LINE, AND THE REQUIRED WATER-RESISTIVE BARRIER MUST LAP OVER THE ATTACHMENT FLANGE. 49. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS 50. DAVID CHARLEZ DESIGNS RECOMMENDS THE CONTRACTOR OFFERS THE HOMEOWNER AN OPTIONAL LIGHTNING PROTECTION SYSTEM THAT MEETS NATIONAL SAFETY STANDARDS OF NFPA 780 AND UL 96, UL96A INCLUDING STRIKE TERMINATION DEVICES, DOWN CONDUCTORS, BONDING, AND SURGE PROTECTION. 51. METAL ROOF PANELS, DECKING, SLOPES, MATERIAL, STANDARDS AND ATTACHMENT TO COMPLY WITH R905.10-R905.10.4. 52. SAFE ROOMS TO BE CONSTRUCTED IN COMPLIANCE WITH FEMA P-320 STANDARDS AND ICC 500. TORNADO & HURRICANE SHELTERS TO BE CONSTRUCTED IN COMPLIANCE WITH FEMA P-361 STANDARDS. 1/8" = 1'-0" 1Lower Level 1/8" = 1'-0" 2Main Level 1/8" = 1'-0" 3 Upper Level DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N SD A V I D C H A R L E Z D E S I G N Sa Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2023. Do not replicate with out permission (952)428-8200. David Charlez Design retains rights to all plans and detail shown.10/5/20233:30:31 PM21 Square FootageCalculationsPFC-The HickoryModel-CD-10.05.23The Hickory ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625507.12.2023SMMBerres Rdige - 8th AdditionLot 04 Block 02Lakeville, MN 55044S Q. F T G. C A L C S. Name Sq. Ftg.Level Area Type STAIRCASE 113 SF Second Floor Additional Sq. Ftg. Additional Sq. Ftg.113 SF LOWER LEVEL 1038 SF Basement Finished Sq. Ftg. MAIN LEVEL 1492 SF First Floor Finished Sq. Ftg. UPPER LEVEL 1587 SF Second Floor Finished Sq. Ftg. Finished Sq. Ftg.4116 SF PATIO 288 SF Basement Outdoor Sq. Ftg. DECK 308 SF First Floor Outdoor Sq. Ftg. FRONT PORCH 140 SF First Floor Outdoor Sq. Ftg. Outdoor Sq. Ftg.736 SF GARAGE 816 SF First Floor Unconditioned Sq. Ft. TANDEM GARAGE (OPT)206 SF First Floor Unconditioned Sq. Ft. Unconditioned Sq. Ft.1022 SF MECH. / STOR.365 SF Basement Unfinished Sq. Ft. Unfinished Sq. Ft.365 SF REVISION SCHEDULENumberDate Issued by 1" = 20'-0" 4 Site Plan architectural design & draftingbirchhd@hotmail.com F¶architectural design & draftingbirchhd@hotmail.com architectural design & draftingbirchhd@hotmail.com architectural design & draftingbirchhd@hotmail.com Upper Level Member Name Results Current Solution Comments Bed #4 Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Wet Rm Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Owner's Suite Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Girder Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Main Level Member Name Results Current Solution Comments Kitchen Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dining Door Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Great Rm.Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Middle Bearing Wall (left)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Middle Bearing Wall (right)Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Beam @ Stairs Passed 1 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Dropped Beam @ Foyer Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Beam Above Office Passed 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Short Flush Beam @ Porch Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Front Porch Beam Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Mud Rm.Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Front Door Header Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flush Beam in Garage Passed 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Foundation Member Name Results Current Solution Comments Bed #5 Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Game Rm Passed 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Family Rm Passed 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bath Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Floor: Drop Beam Passed 3 piece(s) 2 x 10 SPF No.1/No.2 Flush Beam @ Stairs Passed 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Handcrafted Homes-The Hickory JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6 File Name: Handcrafted Homes-The Hickory Page 1 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4689 @ 3'5738 (3.00")Passed (82%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1224 @ 3' 10 3/4"4308 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)-1407 @ 3'5919 Passed (24%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.002 @ 4' 8 3/8"0.150 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.003 @ 4' 8 13/16"0.200 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"580 896 1476 None 2 - Column - SPF 3.00"3.00"2.45"1933 2756 4689 Blocking 3 - Trimmer - SPF 1.50"1.50"1.50"580 896 1476 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' o/c Bottom Edge (Lu)6' o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6'N/A 10.6 -- 1 - Uniform (PSF)0 to 6' (Top)21'24.0 35.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Bed #4 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 2 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2657 @ 0 2869 (1.50")Passed (93%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1537 @ 10 3/4"4308 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2823 @ 2' 1 1/2"5919 Passed (48%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.013 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.022 @ 2' 1 1/2"0.283 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1095 1562 2657 None 2 - Trimmer - SPF 1.50"1.50"1.50"1095 1562 2657 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 3" o/c Bottom Edge (Lu)4' 3" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 10.6 -- 1 - Uniform (PSF)0 to 4' 3" (Top)21'24.0 35.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Wet Rm 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 3 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7058 @ 3' 3"7613 (3.00")Passed (93%)--1.0 D + 1.0 S (Adj Spans) Shear (lbs)2801 @ 4' 2"7902 Passed (35%)1.15 1.0 D + 1.0 S (Adj Spans) Moment (Ft-lbs)-3508 @ 3' 3"11985 Passed (29%)1.15 1.0 D + 1.0 S (Adj Spans) Live Load Defl. (in)0.040 @ 6' 4 1/2"0.313 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) Total Load Defl. (in)0.066 @ 6' 4 1/2"0.417 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"400 844 1244 None 2 - Column - SPF 3.00"3.00"2.78"2885 4173 7058 Blocking 3 - Column - SPF 3.00"3.00"2.78"2885 4173 7058 Blocking 4 - Stud wall - SPF 1.50"1.50"1.50"400 844 1244 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 9" o/c Bottom Edge (Lu)12' 9" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 12' 9" (Top)21'24.0 35.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Owner's Suite 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 4 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6537 @ 3 1/2"19031 (5.00")Passed (34%)--1.0 D + 1.0 S (All Spans) Shear (lbs)5086 @ 1' 4 7/8"13622 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)18838 @ 6' 4"30788 Passed (61%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.246 @ 6' 4"0.403 Passed (L/588)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.373 @ 6' 4"0.604 Passed (L/389)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Snow Factored Accessories 1 - Trimmer - SPF 5.00"5.00"1.72"2215 4323 6537 None 2 - Trimmer - SPF 5.00"5.00"1.72"2215 4323 6537 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 8" o/c Bottom Edge (Lu)12' 8" o/c Dead Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 8"N/A 18.2 -- 1 - Uniform (PSF)0 to 12' 8" (Back)19' 6"17.0 35.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Upper Level, Girder 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 5 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4799 @ 3' 4 1/2"7613 (3.00")Passed (63%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3255 @ 2' 5 1/2"7902 Passed (41%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4252 @ 2' 3"11985 Passed (35%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.019 @ 2' 3"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.035 @ 2' 3"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"1192 665 1097 2514 None 2 - Trimmer - SPF 3.00"3.00"1.89"2222 665 2578 4799 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 6" o/c Bottom Edge (Lu)3' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 3' 6" (Top)9' 6"15.0 40.0 -Default Load 2 - Uniform (PLF)0 to 3' 6" (Top)N/A 90.0 -- 3 - Point (lb)2' 3" (Top)N/A 1933 -2756 Linked from: Bed #4, Support 2 4 - Uniform (PSF)2' 3" to 3' 6" (Top)21'24.0 -35.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Kitchen 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 6 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9483 @ 1 1/2"11419 (3.00")Passed (83%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)5561 @ 1' 1/2"11854 Passed (47%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)15262 @ 4'17977 Passed (85%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.217 @ 4' 6 13/16"0.308 Passed (L/511)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.413 @ 4' 6 13/16"0.463 Passed (L/269)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.49"4519 1805 4813 9483 None 2 - Trimmer - SPF 3.00"3.00"1.50"2047 1805 1251 4339 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 5" o/c Bottom Edge (Lu)9' 6" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 9' 6"N/A 15.6 ---- 1 - Uniform (PSF)0 to 9' 6" (Top)9' 6"15.0 40.0 -Default Load 2 - Uniform (PLF)0 to 9' 6" (Top)N/A 90.0 -- 3 - Point (lb)0 (Top)N/A 1095 -1562 Linked from: Wet Rm, Support 1 4 - Point (lb)4' (Top)N/A 1095 -1562 Linked from: Wet Rm, Support 2 5 - Uniform (PSF)0 to 4' (Top)21'24.0 -35.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dining Door 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 7 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)9044 @ 3' 3"11419 (3.00")Passed (79%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)1428 @ 4' 2"10308 Passed (14%)1.00 1.0 D + 1.0 L (Adj Spans) Moment (Ft-lbs)-1795 @ 3' 3"15633 Passed (11%)1.00 1.0 D + 1.0 L (Adj Spans) Live Load Defl. (in)0.015 @ 6' 4 1/2"0.208 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in)0.023 @ 6' 4 1/2"0.313 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"593 578/-283 844 1659 None 2 - Column - SPF 3.00"3.00"2.38"4274 2188 4173 9044 Blocking 3 - Column - SPF 3.00"3.00"2.38"4274 2188 4173 9044 Blocking 4 - Trimmer - SPF 1.50"1.50"1.50"593 578/-283 844 1659 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 9" o/c Bottom Edge (Lu)12' 9" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 9"N/A 15.6 ---- 1 - Uniform (PSF)0 to 12' 9" (Top)9' 6"15.0 40.0 -Default Load 2 - Uniform (PLF)0 to 12' 9" (Top)N/A 90.0 -- 3 - Point (lb)0 (Top)N/A 400 -844 Linked from: Owner's Suite, Support 1 4 - Point (lb)3' 3" (Top)N/A 2885 -4173 Linked from: Owner's Suite, Support 2 5 - Point (lb)9' 6" (Top)N/A 2885 -4173 Linked from: Owner's Suite, Support 3 6 - Point (lb)12' 9" (Top)N/A 400 -844 Linked from: Owner's Suite, Support 4 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Great Rm. 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 8 / 25 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 9 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3070 @ 0 3806 (1.50")Passed (81%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1885 @ 11"6872 Passed (27%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3645 @ 2' 4 1/2"10422 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.039 @ 2' 4 1/2"0.158 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.054 @ 2' 4 1/2"0.237 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"855 2214 3070 None 2 - Trimmer - SPF 1.50"1.50"1.50"855 2214 3070 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 9" o/c Bottom Edge (Lu)4' 9" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 9"N/A 10.4 -- 1 - Uniform (PSF)0 to 4' 9" (Top)23' 3 3/4"15.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Middle Bearing Wall (left) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 10 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5170 @ 1 1/2"7613 (3.00")Passed (68%)--1.0 D + 1.0 L (All Spans) Shear (lbs)3823 @ 1' 1/2"6872 Passed (56%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)9703 @ 4'10422 Passed (93%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.227 @ 4'0.258 Passed (L/411)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.314 @ 4'0.387 Passed (L/296)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.04"1440 3730 5170 None 2 - Trimmer - SPF 3.00"3.00"2.04"1440 3730 5170 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 3" o/c Bottom Edge (Lu)8' o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8'N/A 10.4 -- 1 - Uniform (PSF)0 to 8' (Top)23' 3 3/4"15.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Middle Bearing Wall (right) 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 11 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2055 @ 1 1/2"2231 (3.00")Passed (92%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1570 @ 1' 2 7/8"4295 Passed (37%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5141 @ 5' 3"7977 Passed (64%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.210 @ 5' 3"0.256 Passed (L/586)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.294 @ 5' 3"0.512 Passed (L/419)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 3.00"3.00"2.76"585 1470 2055 Blocking 2 - Stud wall - SPF 3.00"3.00"2.76"585 1470 2055 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' o/c Bottom Edge (Lu)10' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 10' 6"N/A 6.5 -- 1 - Uniform (PSF)0 to 10' 6" (Front)1'15.0 40.0 Default Load 2 - Uniform (PSF)0 to 10' 6" (Back)6'15.0 40.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Beam @ Stairs 1 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 12 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1680 @ 1 1/2"7613 (3.00")Passed (22%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1269 @ 1' 1/2"6872 Passed (18%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3364 @ 4' 3"10422 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.086 @ 4' 3"0.275 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.121 @ 4' 3"0.412 Passed (L/816)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"490 1190 1680 None 2 - Trimmer - SPF 3.00"3.00"1.50"490 1190 1680 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 6" o/c Bottom Edge (Lu)8' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 8' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 8' 6" (Back)7'15.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Dropped Beam @ Foyer 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 13 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8321 @ 3"10041 (4.50")Passed (83%)--1.0 D + 1.0 S (All Spans) Shear (lbs)6388 @ 1' 4 3/8"14817 Passed (43%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)22407 @ 5' 10 1/2"27519 Passed (81%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.273 @ 5' 10 1/2"0.281 Passed (L/494)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.503 @ 5' 10 1/2"0.563 Passed (L/268)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Stud wall - SPF 4.50"4.50"3.73"3797 235 4524 8321 Blocking 2 - Stud wall - SPF 4.50"4.50"3.73"3797 235 4524 8321 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 11" o/c Bottom Edge (Lu)11' 9" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 9"N/A 19.5 ---- 1 - Uniform (PSF)0 to 11' 9" (Front)1'15.0 40.0 -Default Load 2 - Uniform (PSF)0 to 11' 9" (Back)1'17.0 -35.0 3 - Uniform (PLF)0 to 11' 9" (Top)N/A 90.0 -- 4 - Uniform (PSF)0 to 11' 9" (Top)21'24.0 -35.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Beam Above Office 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 14 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2223 @ 1 1/2"4463 (3.00")Passed (50%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1630 @ 5' 11 1/2"7902 Passed (21%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3548 @ 3' 5 1/4"11985 Passed (30%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.043 @ 3' 5 1/4"0.166 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.088 @ 3' 5 1/4"0.331 Passed (L/901)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Stud wall - SPF 3.00"3.00"1.50"1140 138 1083 2223 Blocking 2 - Hanger on 9 1/2" SPF beam 3.00"Hanger¹1.50"1179 143 1122 2301 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 9" o/c Bottom Edge (Lu)6' 9" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS48 3.00"N/A 22-10d 8-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 9"N/A 10.4 ---- 1 - Uniform (PSF)0 to 7' (Front)1'15.0 40.0 -Default Load 2 - Uniform (PLF)0 to 7' (Top)N/A 90.0 -- 3 - Uniform (PSF)0 to 7' (Top)9'24.0 -35.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Short Flush Beam @ Porch 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 15 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)8302 @ 13' 3"8881 (3.50")Passed (93%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) Shear (lbs)3795 @ 12' 3 3/4"7902 Passed (48%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Moment (Ft-lbs)-9468 @ 13' 3"11985 Passed (79%)1.15 1.0 D + 0.75 L + 0.75 S (Adj Spans) Live Load Defl. (in)0.230 @ 6' 4 1/16"0.613 Passed (L/639)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.548 @ 6' 3 15/16"0.817 Passed (L/268)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Column - SPF 3.00"3.00"1.50"2053 467/-19 1693 3746 Blocking 2 - Column - SPF 3.50"3.50"3.27"4985 1676 2747 8302 Blocking 3 - Column - SPF 3.00"3.00"1.50"398 136/-224 867 1266 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 2" o/c Bottom Edge (Lu)8' 2" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 20' 6"N/A 10.4 ---- 1 - Uniform (PSF)0 to 4' (Top)5' 6"24.0 -35.0 2 - Uniform (PSF)16' 6" to 20' 6" (Top)5' 6"24.0 -35.0 3 - Uniform (PSF)4' to 16' 6" (Top)3' 6"15.0 40.0 - 4 - Point (lb)4' (Back)N/A 1179 143 1122 Linked from: Short Flush Beam @ Porch, Support 2 5 - Point (lb)16' 6" (Back)N/A 1179 143 1122 Linked from: Short Flush Beam @ Porch, Support 2 6 - Uniform (PLF)4' to 16' 6" (Top)N/A 180.0 -- 7 - Uniform (PSF)4' to 16' 6" (Top)3'24.0 -35.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Porch Beam 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 16 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6067 @ 1 1/2"7613 (3.00")Passed (80%)--1.0 D + 1.0 S (All Spans) Shear (lbs)5442 @ 2' 2 1/2"7902 Passed (69%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)7543 @ 1' 9"11985 Passed (63%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.035 @ 1' 9"0.100 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.060 @ 1' 9"0.150 Passed (L/603)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"2.39"2626 843 3441 6067 None 2 - Trimmer - SPF 3.00"3.00"2.22"2388 855 3252 5640 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 3" o/c Bottom Edge (Lu)3' 3" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 3"N/A 10.4 ---- 1 - Uniform (PSF)0 to 3' 3" (Top)8' 6"15.0 40.0 -Default Load 2 - Uniform (PSF)0 to 3' 3" (Top)3' 6"15.0 40.0 - 3 - Point (lb)1' 9" (Top)N/A 1140 138 1083 Linked from: Short Flush Beam @ Porch, Support 1 4 - Point (lb)1' 9" (Top)N/A 2215 -4323 Linked from: Girder, Support 1 5 - Uniform (PLF)0 to 1' 9" (Top)N/A 90.0 -- 6 - Uniform (PSF)0 to 1' 9" (Top)21'24.0 -35.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Mud Rm. 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 17 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7735 @ 1 1/2"7613 (3.00")Passed (102%)--1.0 D + 1.0 S (All Spans) Shear (lbs)7537 @ 1' 1/2"7902 Passed (95%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8555 @ 1' 3"11985 Passed (71%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.047 @ 1' 11 5/16"0.125 Passed (L/967)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.081 @ 1' 11 3/8"0.188 Passed (L/554)--1.0 D + 1.0 S (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 3.00"3.00"3.05"3276 1057 4459 7735 None 2 - Trimmer - SPF 3.00"3.00"2.15"2477 1001 2968 5454 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' o/c Bottom Edge (Lu)4' o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 4'N/A 10.4 ---- 1 - Uniform (PSF)0 to 4' (Top)8' 6"15.0 40.0 -Default Load 2 - Uniform (PSF)0 to 4' (Top)3' 6"15.0 40.0 - 3 - Point (lb)1' 3" (Top)N/A 1140 138 1083 Linked from: Short Flush Beam @ Porch, Support 1 4 - Point (lb)1' 3" (Top)N/A 2215 -4323 Linked from: Girder, Support 1 5 - Uniform (PLF)1' 3" to 4' (Top)N/A 90.0 -- 6 - Uniform (PSF)1' 3" to 4' (Top)21'24.0 -35.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Front Door Header 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 18 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)10089 @ 3"10041 (4.50")Passed (100%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)7762 @ 9' 10 5/8"13622 Passed (57%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-lbs)26874 @ 4' 9"30788 Passed (87%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in)0.222 @ 5' 7 1/2"0.269 Passed (L/580)--1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in)0.423 @ 5' 7 1/2"0.538 Passed (L/305)--1.0 D + 0.75 L + 0.75 S (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Beam - SPF 4.50"4.50"4.52"4772 2025 5065 10089 Blocking 2 - Stud wall - SPF 5.00"5.00"4.57"4830 2040 5123 10202 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 8" o/c Bottom Edge (Lu)11' 4" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 3 1/2"N/A 18.2 ---- 1 - Uniform (PSF)0 to 11' 3 1/2" (Back)9'15.0 40.0 -Default Load 2 - Uniform (PSF)0 to 11' 3 1/2" (Front)3' 6"21.2 -35.0 3 - Uniform (PLF)0 to 11' 3 1/2" (Top)N/A 90.0 -- 4 - Point (lb)1' 9" (Top)N/A 580 -896 Linked from: Bed #4, Support 1 5 - Point (lb)4' 9" (Top)N/A 1933 -2756 Linked from: Bed #4, Support 2 6 - Point (lb)7' 3" (Top)N/A 580 -896 Linked from: Bed #4, Support 3 7 - Uniform (PSF)0 to 1' 9" (Top)21'24.0 -35.0 8 - Uniform (PSF)7' 3" to 11' 3 1/2" (Top)21'24.0 -35.0 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Main Level, Flush Beam in Garage 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 19 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)10866 @ 3' 3/4"11419 (4.50")Passed (95%)--1.0 D + 0.75 L + 0.75 S (All Spans) Shear (lbs)2393 @ 4' 1/2"6872 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-2155 @ 3' 3/4"10422 Passed (21%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.010 @ 4'0.102 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) Total Load Defl. (in)0.017 @ 4'0.153 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"573 1393/-211 -99 1966 None 2 - Column - SPF 4.50"4.50"4.28"4918 4216 3715 10866 Blocking 3 - Trimmer - SPF 1.50"1.50"1.50"636 1113/-199 237 1749 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 2" o/c Bottom Edge (Lu)6' 2" o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 1 1/2"N/A 10.4 ---- 1 - Uniform (PSF)0 to 6' 1 1/2" (Top)8' 6"15.0 40.0 -Default Load 2 - Uniform (PSF)0 to 6' 1 1/2" (Top)6'20.0 60.0 -Default Load 3 - Uniform (PLF)0 to 6' 1 1/2" (Top)N/A 90.0 -- 4 - Point (lb)4' (Top)N/A 1192 665 1097 Linked from: Kitchen, Support 1 5 - Uniform (PLF)0 to 4' (Top)N/A 90.0 -- 6 - Uniform (PSF)0 to 4' (Top)8' 6"15.0 40.0 - 7 - Point (lb)3' (Top)N/A 1933 -2756 Linked from: Bed #4, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Foundation, Bed #5 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 20 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2882 @ 1 1/2"7613 (3.00")Passed (38%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1790 @ 1' 1/2"6872 Passed (26%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3610 @ 2' 9"10422 Passed (35%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.042 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.062 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"957 1925 2882 None 2 - Trimmer - SPF 3.00"3.00"1.50"957 1925 2882 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 6" o/c Bottom Edge (Lu)5' 6" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 10.4 -- 1 - Uniform (PSF)0 to 5' 6" (Top)8' 6"15.0 40.0 Default Load 2 - Uniform (PSF)0 to 5' 6" (Top)6'20.0 60.0 Default Load 3 - Uniform (PLF)0 to 5' 6" (Top)N/A 90.0 - Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Foundation, Game Rm 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 21 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group] Member Reaction (lbs)12300 @ 9' 8 1/4"17128 (4.50")Passed (72%)--1.0 D + 0.75 L + 0.75 S (Adj Spans) [1] Shear (lbs)1440 @ 8' 8 1/2"10308 Passed (14%)1.00 1.0 D + 1.0 L (Adj Spans) [1] Moment (Ft-lbs)-1923 @ 9' 8 1/4"15633 Passed (12%)1.00 1.0 D + 1.0 L (Adj Spans) [1] Live Load Defl. (in)0.016 @ 6' 6"0.213 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) [1] Total Load Defl. (in)0.024 @ 6' 5 7/8"0.319 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) [1] System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"792 1170/-289 848 2305 None 2 - Column - SPF 4.50"4.50"3.18"5682 4419 4167 12121 None 3 - Column - SPF 4.50"4.50"3.23"5750 4477 4257 12300 None 4 - Trimmer - SPF 1.50"1.50"1.50"736 1115/-289 768 2148 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' o/c Bottom Edge (Lu)13' o/c Dead Floor Live Snow Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 13'N/A 15.6 ---- 1 - Uniform (PSF)0 to 13' (Top)9' 6"15.0 40.0 -Default Load 2 - Uniform (PLF)0 to 13' (Top)N/A 90.0 -- 3 - Point (lb)0 (Top)N/A 593 578/-283 844 Linked from: Great Rm., Support 1 4 - Point (lb)3' 3" (Top)N/A 4274 2188 4173 Linked from: Great Rm., Support 2 5 - Point (lb)9' 6" (Top)N/A 4274 2188 4173 Linked from: Great Rm., Support 3 6 - Point (lb)12' 9" (Top)N/A 593 578/-283 844 Linked from: Great Rm., Support 4 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Foundation, Family Rm 3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 22 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5008 @ 2' 9"5738 (3.00")Passed (87%)--1.0 D + 1.0 L (All Spans) Shear (lbs)619 @ 10 3/4"3746 Passed (17%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1222 @ 1' 4 1/2"5147 Passed (24%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.003 @ 1' 4 1/2"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.004 @ 1' 4 1/2"0.138 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"495 1282 1777 None 2 - Trimmer - SPF 3.00"3.00"2.62"1395 3613 5008 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)2' 11" o/c Bottom Edge (Lu)2' 11" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 2' 10 1/2"N/A 10.6 -- 1 - Uniform (PSF)0 to 2' 10 1/2" (Top)23' 3 3/4"15.0 40.0 Default Load 2 - Point (lb)2' 9" (Top)N/A 855 2214 Linked from: Middle Bearing Wall (left), Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Foundation, Bath 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 23 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2185 @ 0 2869 (1.50")Passed (76%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1264 @ 10 3/4"3746 Passed (34%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2321 @ 2' 1 1/2"5147 Passed (45%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.013 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.018 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"612 1573 2185 None 2 - Trimmer - SPF 1.50"1.50"1.50"612 1573 2185 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 3" o/c Bottom Edge (Lu)4' 3" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 10.6 -- 1 - Uniform (PSF)0 to 4' 3" (Top)18' 6"15.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Foundation, Floor: Drop Beam 3 piece(s) 2 x 10 SPF No.1/No.2 ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 24 / 25 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2052 @ 1 1/2"2789 (1.88")Passed (74%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1596 @ 1' 2 7/8"8590 Passed (19%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)5227 @ 5' 3"15953 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.105 @ 5' 3"0.256 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.149 @ 5' 3"0.512 Passed (L/824)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - SPF 3.00"1.88"1.50"1203 2940 4143 1 1/8" Rim Board 2 - Stud wall - SPF 3.00"1.88"1.50"1203 2940 4143 1 1/8" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 4" o/c Bottom Edge (Lu)10' 4" o/c Dead Floor Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments 0 - Self Weight (PLF)1 1/8" to 10' 4 7/8"N/A 13.0 -- 1 - Uniform (PSF)0 to 10' 6" (Front)1'15.0 40.0 Default Load 2 - Uniform (PSF)0 to 10' 6" (Back)6'15.0 40.0 3 - Point (lb)0 (Top)N/A 585 1470 Linked from: Flush Beam @ Stairs, Support 1 4 - Point (lb)10' 6" (Front)N/A 585 1470 Linked from: Flush Beam @ Stairs, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Foundation, Flush Beam @ Stairs 2 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL ForteWEB Software Operator Job Notes 8/16/2023 11:32:33 AM UTCJustin Spreitzer Weekes Forest Products (612) 282-0976 justin.spreitzer@weekesforest.com ForteWEB v3.6, Engine: V8.3.0.43, Data: V8.1.4.1 File Name: Handcrafted Homes-The Hickory Page 25 / 25 83%5*%5*%5*[%5*:$// [%5*:$//[%5*:$//[%5*:$//6/&9$"7"5&%6/&9$"7"5&%:,1'2:+'53(50)*63(&'225+'53(50)*63(&:,1'2:+'53(50)*63(&%($0'5233('3(50)*63(&%($0'5233('3(50)*63(&%($0)/86+3(50)*63(&/,1(2)&/*+*7&+$1*(%($0)/86+3(50)*63(&%($0)/86+3(50)*63(&%($0)/86+3(50)*63(&%($0)/86+3(50)*63(&[-2,676#2&[-2,676#2&[/('*(%2$5' #%3.1"5*0(".&3.'".*-:3.#"5).&$)3.4503"(&3.45"*3$"4&01&/50"#07&)/22575866(6#2&)/22575866(6#2&)/22575866(6#2&)/22575866(6#2&)/22575866(6#2&&5266+$7&+,1'&$7(60$,1/(9(/)/22575866(6'$5.&5266+$7&+,1'&$7(6.,7&+(1,6/$1'$%29( 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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 x 100,000 42,000 3,512 42,000 3,375 CAS is > than TRV Providence Comfort Solutions Dave ClemensDate: 09-06-2023 Project: DC Hickory ModelLocation: Lakeville, MN 42,000 3,375 0 0 3,375 3,375 365*9=3,285 3,285 3,375 .973 .973 .027 42,000 1442,000 14 .027 .378 .69 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. Project Name: DaveClemensHickoryLakevile Address: 20072 Hamlet Lane, Lakeville, MN Summer Outdoor F:88 Summer Indoor F:75 Design Grains:31 Daily Range:Medium Winter Outdoor F:-8 Winter Indoor F:70 Cooling RH:50 Elevation (Ft):837 Heated square footage:4,346 Cooled square footage:2,997 Heated volume (above grade CF):31,255 Cooled volume (above grade CF):26,973 Exposed wall area (SF):3,177 Heating BTUH:95,253 Cooling BTUH:45,582 CFM:2,074 Sensible cooling:41,084 Latent cooling:4,498 SHR:0.901 Approved ACCA MJ8 Calculations Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA. All computed calculations are estimates on building use, weather data, and inputted values such a R-Values, window types, duct loss, etc. Equipment selections should meet both the latent and sensible gain as well as building heat loss. OUTDOOR DESIGN CONDITIONS Weather station: Minneapolis-St Paul IAP LOAD CALCULATION TOTALS HVAC System: Ducted Furnace Load Calculation 0 20,000 40,000 60,000 80,000 100,000 Cooling Heating BTUH HEATING LOADS SECTION AREA HEAT LOSS aboveGradeWalls 2,525 14,166 belowGradeWalls 652 2,952 ceilings 4,321 7,415 doors 48 973 ducts 0 19,665 floors 4,346 24,119 infiltration 0 10,886 skylights 0 0 windows 604 15,076 Totals 95,253 COOLING LOADS SECTION AREA SENSIBLE LATENT AEDExcursion 0 0 0 aboveGradeWalls 2,525 2,609 0 appliances 0 5,446 358 belowGradeWalls 652 0 0 ceilings 4,321 3,269 0 doors 48 324 0 ducts 0 7,065 1,249 floors 4,346 3,742 0 infiltration 0 943 1,391 occupants 0 1,380 1,200 plants 0 0 300 skylights 0 0 0 windows 604 16,306 0 Totals 41,084 4,498 HEATING AND COOLING LOADS Heating Loads aboveGradeWalls 14.9% belowGradeWalls 3.1% ceilings 7.8% ducts 20.6%floors 25.3% infiltration 11.4% windows 15.8% Cooling Loads aboveGradeWalls 5.7% appliances 12.7% ceilings 7.2% ducts 18.2% floors 8.2% infiltration 5.1% occupants 5.7% windows 35.8% This graph represents hourly aggregrate fenestration loads in mid-summer. This graph represents hourly aggregrate fenestration loads in October. FENESTRATION LOADS AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 10,000 20,000 30,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 10,000 20,000 BTUH Construction nr:12E-0s w U Value:0.068 Exposure:SW Area:81 Heating BTUH:430 Cooling BTUH:96 Construction nr:12E-0s w U Value:0.068 Exposure:NW Area:144 Heating BTUH:764 Cooling BTUH:170 Construction nr:12E-0s w U Value:0.068 Exposure:SE Area:42 Heating BTUH:223 Cooling BTUH:50 Construction nr:15B11-0w-x U Value:0.099 Exposure:NW Area:6 Heating BTUH:46 Cooling BTUH:0 Construction nr:15B11-0w-x U Value:0.099 Exposure:NW Area:36 Heating BTUH:278 Cooling BTUH:0 Construction nr:15B11-0w-x U Value:0.099 Exposure:SW Area:18 Heating BTUH:139 Cooling BTUH:0 Construction nr:12E-0s w U Value:0.068 Exposure:NE Area:51 Heating BTUH:271 Cooling BTUH:60 Construction nr:12E-0s w U Value:0.068 Exposure:SW Area:66 Heating BTUH:350 Cooling BTUH:78 Construction nr:12E-0s w U Value:0.068 Exposure:NE Area:63 Heating BTUH:334 Cooling BTUH:75 Construction nr:12E-0s w U Value:0.068 Exposure:SW Area:63 Heating BTUH:334 Cooling BTUH:75 Construction nr:12E-0s w U Value:0.068 Exposure:NW Area:69 Heating BTUH:366 Cooling BTUH:82 Construction nr:15B11-0w-x U Value:0.099 Exposure:SE Area:16 Heating BTUH:124 Cooling BTUH:0 Construction nr:12E-0s w U Value:0.068 Exposure:NE Area:45 Heating BTUH:239 Cooling BTUH:53 Construction nr:12E-0s w U Value:0.068 Exposure:NE Area:108 Heating BTUH:573 Cooling BTUH:128 COMPONENT LOADS ABOVE GRADE WALLS System generated wall - SW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - NE 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - NW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - NE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - SE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. Construction nr:12E-0s w U Value:0.068 Exposure:SE Area:81 Heating BTUH:430 Cooling BTUH:96 Construction nr:12E-0s w U Value:0.068 Exposure:SW Area:153 Heating BTUH:812 Cooling BTUH:181 Construction nr:12E-0s w U Value:0.068 Exposure:NE Area:108 Heating BTUH:573 Cooling BTUH:128 Construction nr:12E-0s w U Value:0.068 Exposure:SE Area:84 Heating BTUH:446 Cooling BTUH:99 Construction nr:12E-0s w U Value:0.068 Exposure:SE Area:54 Heating BTUH:286 Cooling BTUH:64 Construction nr:15B11-0w-x U Value:0.099 Exposure:SE Area:54 Heating BTUH:417 Cooling BTUH:0 Construction nr:15B11-0w-x U Value:0.099 Exposure:NE Area:12 Heating BTUH:93 Cooling BTUH:0 Construction nr:15B11-0w-x U Value:0.099 Exposure:SW Area:32 Heating BTUH:247 Cooling BTUH:0 Construction nr:15B11-0w-x U Value:0.099 Exposure:NW Area:26 Heating BTUH:201 Cooling BTUH:0 Construction nr:12E-0s w U Value:0.068 Exposure:SW Area:54 Heating BTUH:286 Cooling BTUH:64 Construction nr:15B11-0w-x U Value:0.099 Exposure:SE Area:48 Heating BTUH:371 Cooling BTUH:0 Construction nr:15B11-0w-x U Value:0.099 Exposure:SW Area:72 Heating BTUH:556 Cooling BTUH:0 Construction nr:12E-0s w U Value:0.068 Exposure:SE Area:138 Heating BTUH:732 Cooling BTUH:163 Construction nr:12E-0s w U Value:0.068 Exposure:SW Area:132 Heating BTUH:700 Cooling BTUH:156 Construction nr:12E-0s w U Value:0.068 Exposure:NW Area:9 Heating BTUH:48 Cooling BTUH:11 ABOVE GRADE WALLS System generated wall - SE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - SE 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - NE 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - NW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - SW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - SW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - SW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. Construction nr:12E-0s w U Value:0.068 Exposure:NW Area:30 Heating BTUH:159 Cooling BTUH:35 Construction nr:12E-0s w U Value:0.068 Exposure:SE Area:129 Heating BTUH:684 Cooling BTUH:153 Construction nr:12E-0s w U Value:0.068 Exposure:NE Area:63 Heating BTUH:334 Cooling BTUH:75 Construction nr:12E-0s w U Value:0.068 Exposure:SW Area:108 Heating BTUH:573 Cooling BTUH:128 Construction nr:12E-0s w U Value:0.068 Exposure:NW Area:66 Heating BTUH:350 Cooling BTUH:78 Construction nr:12E-0s w U Value:0.068 Exposure:NE Area:45 Heating BTUH:239 Cooling BTUH:53 Construction nr:12E-0s w U Value:0.068 Exposure:NE Area:126 Heating BTUH:668 Cooling BTUH:149 Construction nr:12E-0s w U Value:0.068 Exposure:NW Area:93 Heating BTUH:493 Cooling BTUH:110 Construction nr:15B11-0w-x U Value:0.056 Area:30 Heating:131 Construction nr:15B11-0w-x U Value:0.056 Area:108 Heating:472 Construction nr:15B11-0w-x U Value:0.056 Area:54 Heating:236 Construction nr:15B11-0w-x U Value:0.056 Area:72 Heating:314 Construction nr:15B11-0w-x U Value:0.071 Area:30 Heating:166 Construction nr:15B11-0w-x U Value:0.056 Area:36 Heating:157 ABOVE GRADE WALLS System generated wall - NE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - SE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NE Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. System generated wall - NW Frame Wall, Wood framing, R-19 cavity insulation, Stucco or Siding. BELOW GRADE WALLS System generated wall - NW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - NE 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - NW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - SW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - SW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - SE 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. Construction nr:15B11-0w-x U Value:0.056 Area:96 Heating:419 Construction nr:15B11-0w-x U Value:0.056 Area:78 Heating:341 Construction nr:15B11-0w-x U Value:0.062 Area:76 Heating:368 Construction nr:15B11-0w-x U Value:0.062 Area:72 Heating:348 Construction nr:1G Area:6 Exposure:SW U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:221 Construction nr:1G Area:12 Exposure:SW U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:443 Construction nr:1G Area:12 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:414 Construction nr:1G Area:4 Exposure:NW U Value:0.32 SHGC:0.68 Heating BTUH:100 Cooling BTUH:0 Construction nr:1G Area:12 Exposure:NE U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:204 Construction nr:1G Area:6 Exposure:SW U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:223 Construction nr:1G Area:36 Exposure:SW U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,335 Construction nr:1G Area:12 Exposure:NW U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:229 Construction nr:1G Area:36 Exposure:NW U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:711 Construction nr:1G Area:8 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:200 Cooling BTUH:0 Construction nr:1G Area:6 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:207 Construction nr:1G Area:12 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:416 Construction nr:1G Area:36 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,251 Construction nr:1G Area:12 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:414 Construction nr:1G Area:12 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:416 BELOW GRADE WALLS System generated wall - NE 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - NW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - SW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - SW 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. WINDOWS Default small windows for wall id 5151618 Window, NFRC rated, Clear glass. Default medium windows for wall id 5151618 Window, NFRC rated, Clear glass. Default small windows for wall id 5151092 Window, NFRC rated, Clear glass. Default small windows for wall id 5151017 Window, NFRC rated, Clear glass. Default small windows for wall id 5150834 Window, NFRC rated, Clear glass. Default small windows for wall id 5150747 Window, NFRC rated, Clear glass. Default medium windows for wall id 5150747 Window, NFRC rated, Clear glass. Default small windows for wall id 5151521 Window, NFRC rated, Clear glass. Default medium windows for wall id 5151521 Window, NFRC rated, Clear glass. Default small windows for wall id 5150351 Window, NFRC rated, Clear glass. Default small windows for wall id 5151186 Window, NFRC rated, Clear glass. Default medium windows for wall id 5151186 Window, NFRC rated, Clear glass. Default large windows for wall id 5151186 Window, NFRC rated, Clear glass. Default small windows for wall id 5151071 Window, NFRC rated, Clear glass. Default medium windows for wall id 5151071 Window, NFRC rated, Clear glass. Construction nr:1G Area:12 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:0 Construction nr:1G Area:24 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:599 Cooling BTUH:0 Construction nr:1G Area:12 Exposure:SW U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:441 Construction nr:1G Area:24 Exposure:SW U Value:0.32 SHGC:0.68 Heating BTUH:599 Cooling BTUH:886 Construction nr:1G Area:4 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:100 Cooling BTUH:0 Construction nr:1G Area:24 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:599 Cooling BTUH:0 Construction nr:1G Area:6 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:209 Construction nr:1G Area:36 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,256 Construction nr:1G Area:36 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,256 Construction nr:1G Area:6 Exposure:SW U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:223 Construction nr:1G Area:24 Exposure:SW U Value:0.32 SHGC:0.68 Heating BTUH:599 Cooling BTUH:890 Construction nr:1G Area:12 Exposure:NW U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:246 Construction nr:1G Area:6 Exposure:NW U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:123 Construction nr:1G Area:12 Exposure:NW U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:246 Construction nr:1G Area:6 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:209 Construction nr:1G Area:36 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,256 Construction nr:1G Area:36 Exposure:SE U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,256 Construction nr:1G Area:6 Exposure:NW U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:123 Construction nr:1G Area:36 Exposure:NW U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:737 Construction nr:1G Area:12 Exposure:NW U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:229 Construction nr:1G Area:12 Exposure:NW U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:237 WINDOWS Default small windows for wall id 5150356 Window, NFRC rated, Clear glass. Default medium windows for wall id 5150356 Window, NFRC rated, Clear glass. Default small windows for wall id 5151598 Window, NFRC rated, Clear glass. Default medium windows for wall id 5151598 Window, NFRC rated, Clear glass. Default small windows for wall id 5150380 Window, NFRC rated, Clear glass. Default medium windows for wall id 5150380 Window, NFRC rated, Clear glass. Default small windows for wall id 5150682 Window, NFRC rated, Clear glass. Default medium windows for wall id 5150682 Window, NFRC rated, Clear glass. Default large windows for wall id 5150682 Window, NFRC rated, Clear glass. Default small windows for wall id 5150691 Window, NFRC rated, Clear glass. Default medium windows for wall id 5150691 Window, NFRC rated, Clear glass. Default small windows for wall id 5150772 Window, NFRC rated, Clear glass. Default small windows for wall id 5150839 Window, NFRC rated, Clear glass. Default medium windows for wall id 5150839 Window, NFRC rated, Clear glass. Default small windows for wall id 5150677 Window, NFRC rated, Clear glass. Default medium windows for wall id 5150677 Window, NFRC rated, Clear glass. Default large windows for wall id 5150677 Window, NFRC rated, Clear glass. Default small windows for wall id 5150850 Window, NFRC rated, Clear glass. Default medium windows for wall id 5150850 Window, NFRC rated, Clear glass. Default small windows for wall id 5151353 Window, NFRC rated, Clear glass. Default medium windows for wall id 5151353 Window, NFRC rated, Clear glass. Construction nr:16B-44 ad U Value:0.022 Area:85 Heating BTUH:146 Cooling BTUH:93 Construction nr:16B-44 ad U Value:0.022 Area:84 Heating BTUH:144 Cooling BTUH:92 Construction nr:16B-44 ad U Value:0.022 Area:176 Heating BTUH:302 Cooling BTUH:194 Construction nr:16B-44 ad U Value:0.022 Area:60 Heating BTUH:103 Cooling BTUH:66 Construction nr:16B-44 ad U Value:0.022 Area:25 Heating BTUH:43 Cooling BTUH:0 Construction nr:16B-44 ad U Value:0.022 Area:324 Heating BTUH:556 Cooling BTUH:0 Construction nr:16B-44 ad U Value:0.022 Area:81 Heating BTUH:139 Cooling BTUH:0 Construction nr:16B-44 ad U Value:0.022 Area:35 Heating BTUH:60 Cooling BTUH:38 Construction nr:16B-44 ad U Value:0.022 Area:144 Heating BTUH:247 Cooling BTUH:158 Construction nr:16B-44 ad U Value:0.022 Area:174 Heating BTUH:299 Cooling BTUH:191 Construction nr:16B-44 ad U Value:0.022 Area:144 Heating BTUH:247 Cooling BTUH:0 Construction nr:16B-44 ad U Value:0.022 Area:25 Heating BTUH:43 Cooling BTUH:27 Construction nr:16B-44 ad U Value:0.022 Area:60 Heating BTUH:103 Cooling BTUH:66 Construction nr:16B-44 ad U Value:0.022 Area:255 Heating BTUH:438 Cooling BTUH:280 Window cooling BTUHs shown here are daily average values. See AED graphs for details of fenestration loads during the day. CEILINGS System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. Construction nr:16B-44 ad U Value:0.022 Area:170 Heating BTUH:292 Cooling BTUH:187 Construction nr:16B-44 ad U Value:0.022 Area:60 Heating BTUH:103 Cooling BTUH:66 Construction nr:16B-44 ad U Value:0.022 Area:78 Heating BTUH:134 Cooling BTUH:86 Construction nr:16B-44 ad U Value:0.022 Area:225 Heating BTUH:386 Cooling BTUH:0 Construction nr:16B-44 ad U Value:0.022 Area:208 Heating BTUH:357 Cooling BTUH:0 Construction nr:16B-44 ad U Value:0.022 Area:190 Heating BTUH:326 Cooling BTUH:209 Construction nr:16B-44 ad U Value:0.022 Area:342 Heating BTUH:587 Cooling BTUH:0 Construction nr:16B-44 ad U Value:0.022 Area:432 Heating BTUH:741 Cooling BTUH:475 Construction nr:16B-44 ad U Value:0.022 Area:64 Heating BTUH:110 Cooling BTUH:70 Construction nr:16B-44 ad U Value:0.022 Area:529 Heating BTUH:908 Cooling BTUH:582 Construction nr:16B-44 ad U Value:0.022 Area:144 Heating BTUH:247 Cooling BTUH:158 Construction nr:16B-44 ad U Value:0.022 Area:25 Heating BTUH:43 Cooling BTUH:27 Construction nr:16B-44 ad U Value:0.022 Area:182 Heating BTUH:312 Cooling BTUH:200 CEILINGS System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-44. SKYLIGHTS There are no components for this section. Skylight cooling BTUHs shown here are daily average values. See AED graphs for details of fenestration loads during the day. DOORS Construction nr:11 U Value:0.26 Area:24 Exposure:NW Heating BTUH:487 Cooling BTUH:162 Construction nr:11 U Value:0.26 Area:24 Exposure:NW Heating BTUH:487 Cooling BTUH:162 Construction nr:19A-0cp Area:42.5 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:377 Cooling BTUH:70 F Value:N/A Construction nr:20P-21 Area:42.5 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:156 Cooling BTUH:20 F Value:N/A Construction nr:19A-0cp Area:42 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:373 Cooling BTUH:69 F Value:N/A Construction nr:20P-21 Area:42 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:154 Cooling BTUH:20 F Value:N/A Construction nr:19A-0cp Area:88 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:781 Cooling BTUH:145 F Value:N/A Construction nr:20P-21 Area:88 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:323 Cooling BTUH:41 F Value:N/A Construction nr:20P-21 Area:60 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:220 Cooling BTUH:28 F Value:N/A Construction nr:21A Area:25 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:53 Cooling BTUH:0 F Value:N/A Construction nr:21A Area:324 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:682 Cooling BTUH:0 F Value:N/A Construction nr:21A Area:81 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:171 Cooling BTUH:0 F Value:N/A Construction nr:19A-0cp Area:35 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:311 Cooling BTUH:58 F Value:N/A Construction nr:19A-0cp Area:144 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:1,279 Cooling BTUH:238 F Value:N/A DOORS Default doors for wall id 5150772 Wood Door, Solid Core with Wood Storm. Default doors for wall id 5150839 Wood Door, Solid Core with Wood Storm. FLOORS Upper Level Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over open crawl space or garage, R-21 blanket. Upper Level Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over open crawl space or garage, R-21 blanket. Upper Level Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over open crawl space or garage, R-21 blanket. System generated floor. Floor over open crawl space or garage, R-21 blanket. System generated floor. Basement floor, no floor insulation. System generated floor. Basement floor, no floor insulation. System generated floor. Basement floor, no floor insulation. System generated floor. Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. Construction nr:19A-0cp Area:87 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:773 Cooling BTUH:144 F Value:N/A Construction nr:20P-21 Area:87 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:319 Cooling BTUH:41 F Value:N/A Construction nr:21A Area:144 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:303 Cooling BTUH:0 F Value:N/A Construction nr:19A-0cp Area:25 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:222 Cooling BTUH:41 F Value:N/A Construction nr:20P-21 Area:60 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:220 Cooling BTUH:28 F Value:N/A Construction nr:19A-0cp Area:127.5 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:1,132 Cooling BTUH:211 F Value:N/A Construction nr:20P-21 Area:127.5 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:467 Cooling BTUH:60 F Value:N/A Construction nr:20P-21 Area:170 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:623 Cooling BTUH:80 F Value:N/A Construction nr:19A-0cp Area:30 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:266 Cooling BTUH:50 F Value:N/A Construction nr:20P-21 Area:30 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:110 Cooling BTUH:14 F Value:N/A Construction nr:19A-0cp Area:39 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:346 Cooling BTUH:64 F Value:N/A Construction nr:20P-21 Area:39 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:143 Cooling BTUH:18 F Value:N/A Construction nr:21A Area:225 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:474 Cooling BTUH:0 F Value:N/A Construction nr:21A Area:208 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:438 Cooling BTUH:0 F Value:N/A FLOORS Upper Level Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over open crawl space or garage, R-21 blanket. System generated floor. Basement floor, no floor insulation. System generated floor. Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over open crawl space or garage, R-21 blanket. Upper Level Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over open crawl space or garage, R-21 blanket. System generated floor. Floor over open crawl space or garage, R-21 blanket. Upper Level Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over open crawl space or garage, R-21 blanket. Upper Level Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over open crawl space or garage, R-21 blanket. System generated floor. Basement floor, no floor insulation. System generated floor. Basement floor, no floor insulation. Construction nr:19A-0cp Area:95 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:844 Cooling BTUH:157 F Value:N/A Construction nr:20P-21 Area:95 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:348 Cooling BTUH:45 F Value:N/A Construction nr:21A Area:342 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:720 Cooling BTUH:0 F Value:N/A Construction nr:19A-0cp Area:432 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:3,836 Cooling BTUH:714 F Value:N/A Construction nr:19A-0cp Area:25 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:222 Cooling BTUH:41 F Value:N/A Construction nr:19A-0cp Area:64 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:568 Cooling BTUH:106 F Value:N/A Construction nr:19A-0cp Area:529 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:4,697 Cooling BTUH:874 F Value:N/A Construction nr:19A-0cp Area:144 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:1,279 Cooling BTUH:238 F Value:N/A Construction nr:19A-0cp Area:25 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:222 Cooling BTUH:41 F Value:N/A Construction nr:20P-21 Area:182 Heating U Value:0.047 Cooling U Value:0.047 Heating BTUH:667 Cooling BTUH:86 F Value:N/A EHLF:0.125 ESGF:0.069 ELG:983 Heating BTUH:9,413 Sensible BTUH:2,362 Latent BTUH:983 FLOORS Upper Level Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over open crawl space or garage, R-21 blanket. System generated floor. Basement floor, no floor insulation. System generated floor. Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. System generated floor. Floor over open crawl space or garage, R-21 blanket. VENTILATION There are no components for this section. HOT WATER PIPING There are no components for this section. DUCTS System generated ducts (below conditioned space) Unconditioned Basement - Radial EHLF:0.136 ESGF:0.138 ELG:266 Heating BTUH:10,252 Sensible BTUH:4,702 Latent BTUH:266 Leakage Category:Semi-Tight NCFM Heating:130 NCFM Cooling:68 Heating BTUH:10,886 Sensible BTUH:943 Latent BTUH:1,391 Nr. Occupants:6 Sensible BTUH:1,380 Latent BTUH:1,200 Vented clothes dryer Quantity:1 Sensible BTUH:427 Latent BTUH:0 Clothes washing machine Quantity:1 Sensible BTUH:51 Latent BTUH:0 Refrigerator or Freezer - 12CuFt Quantity:1 Sensible BTUH:700 Latent BTUH:0 Vented clothes dryer Quantity:1 Sensible BTUH:0 Latent BTUH:0 Clothes washing machine Quantity:1 Sensible BTUH:0 Latent BTUH:0 Refrigerator or Freezer - 12CuFt Quantity:1 Sensible BTUH:0 Latent BTUH:0 Color television Quantity:1 Sensible BTUH:683 Latent BTUH:0 Computer and monitor Quantity:1 Sensible BTUH:538 Latent BTUH:0 Light Fixture - 100W Quantity:3 Sensible BTUH:1,023 Latent BTUH:0 Range with hood and exhaust to outdoors Quantity:1 Sensible BTUH:0 Latent BTUH:0 Dishwasher Quantity:1 Sensible BTUH:1,024 Latent BTUH:358 Refrigerator or Freezer - 16CuFt Quantity:1 Sensible BTUH:1,000 Latent BTUH:0 Plant Size:medium Quantity:5 Latent BTUH:100 Plant Size:large Quantity:5 Latent BTUH:150 Plant Size:small Quantity:5 Latent BTUH:50 DUCTS System generated ducts (above conditioned space) Attic - Radial INFILTRATION BLOWER MOTOR There are no components for this section. WINTER HUMIDIFICATION There are no components for this section. OCCUPANTS APPLIANCES PLANTS Heated square footage:144 Cooled square footage:0 Heated volume (above grade CF):288 Cooled volume (above grade CF):0 Exposed wall area (SF):24 Total Cooling BTUH:0 Total Heating BTUH:1,601 CFM:26 ROOM DETAIL Room name: Bedroom 5 Load Calculation 0 500 1,000 1,500 2,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-1 0 1 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-1 0 1 BTUH Heated square footage:225 Cooled square footage:0 Heated volume (above grade CF):1,350 Cooled volume (above grade CF):0 Exposed wall area (SF):90 Total Cooling BTUH:0 Total Heating BTUH:3,339 CFM:55 ROOM DETAIL Room name: Game Room Load Calculation 0 1,000 2,000 3,000 4,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-1 0 1 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-1 0 1 BTUH Heated square footage:342 Cooled square footage:0 Heated volume (above grade CF):1,368 Cooled volume (above grade CF):0 Exposed wall area (SF):148 Total Cooling BTUH:0 Total Heating BTUH:5,237 CFM:86 ROOM DETAIL Room name: Family Room Load Calculation 0 2,000 4,000 6,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-1 0 1 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-1 0 1 BTUH Heated square footage:25 Cooled square footage:0 Heated volume (above grade CF):50 Cooled volume (above grade CF):0 Exposed wall area (SF):10 Total Cooling BTUH:0 Total Heating BTUH:513 CFM:8 ROOM DETAIL Room name: Bath Lower Level Load Calculation 0 200 400 600 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-1 0 1 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-1 0 1 BTUH Heated square footage:81 Cooled square footage:0 Heated volume (above grade CF):162 Cooled volume (above grade CF):0 Exposed wall area (SF):18 Total Cooling BTUH:0 Total Heating BTUH:940 CFM:15 ROOM DETAIL Room name: Staircase/Wet Bar Load Calculation 0 200 400 600 800 1,000 Cooling Heating BTUH Heated square footage:324 Cooled square footage:0 Heated volume (above grade CF):648 Cooled volume (above grade CF):0 Exposed wall area (SF):36 Total Cooling BTUH:0 Total Heating BTUH:2,661 CFM:43 ROOM DETAIL Room name: Mechanical Room Load Calculation 0 1,000 2,000 3,000 Cooling Heating BTUH Heated square footage:208 Cooled square footage:0 Heated volume (above grade CF):416 Cooled volume (above grade CF):0 Exposed wall area (SF):70 Total Cooling BTUH:0 Total Heating BTUH:3,141 CFM:51 ROOM DETAIL Room name: Storage Load Calculation 0 1,000 2,000 3,000 4,000 Cooling Heating BTUH Heated square footage:529 Cooled square footage:529 Heated volume (above grade CF):4,761 Cooled volume (above grade CF):4,761 Exposed wall area (SF):207 Total Cooling BTUH:9,696 Total Heating BTUH:11,273 CFM:464 ROOM DETAIL Room name: Kitchen/Dining Load Calculation 0 2,500 5,000 7,500 10,000 12,500 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 2,000 4,000 6,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 2,000 4,000 6,000 BTUH Heated square footage:432 Cooled square footage:432 Heated volume (above grade CF):3,888 Cooled volume (above grade CF):3,888 Exposed wall area (SF):378 Total Cooling BTUH:13,011 Total Heating BTUH:12,602 CFM:575 ROOM DETAIL Room name: Great Room Load Calculation 0 5,000 10,000 15,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 2,000 4,000 6,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 2,000 4,000 6,000 BTUH Heated square footage:25 Cooled square footage:25 Heated volume (above grade CF):225 Cooled volume (above grade CF):225 Exposed wall area (SF):45 Total Cooling BTUH:183 Total Heating BTUH:829 CFM:8 ROOM DETAIL Room name: Pantry Load Calculation 0 200 400 600 800 1,000 Cooling Heating BTUH Heated square footage:144 Cooled square footage:144 Heated volume (above grade CF):1,296 Cooled volume (above grade CF):1,296 Exposed wall area (SF):108 Total Cooling BTUH:3,387 Total Heating BTUH:4,151 CFM:168 ROOM DETAIL Room name: Staircase area Main Level Load Calculation 0 1,000 2,000 3,000 4,000 5,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 1,000 2,000 3,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 2,000 4,000 BTUH Heated square footage:25 Cooled square footage:25 Heated volume (above grade CF):225 Cooled volume (above grade CF):225 Exposed wall area (SF):45 Total Cooling BTUH:798 Total Heating BTUH:1,525 CFM:39 ROOM DETAIL Room name: Mud Room Load Calculation 0 500 1,000 1,500 2,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 200 400 600 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-100 0 100 200 BTUH Heated square footage:25 Cooled square footage:25 Heated volume (above grade CF):225 Cooled volume (above grade CF):225 Exposed wall area (SF):45 Total Cooling BTUH:183 Total Heating BTUH:829 CFM:8 ROOM DETAIL Room name: WIC Main Floor Load Calculation 0 200 400 600 800 1,000 Cooling Heating BTUH Heated square footage:35 Cooled square footage:35 Heated volume (above grade CF):315 Cooled volume (above grade CF):315 Exposed wall area (SF):63 Total Cooling BTUH:660 Total Heating BTUH:1,458 CFM:31 ROOM DETAIL Room name: Powder Room Load Calculation 0 500 1,000 1,500 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 200 400 600 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-50 0 50 100 BTUH Heated square footage:64 Cooled square footage:64 Heated volume (above grade CF):576 Cooled volume (above grade CF):576 Exposed wall area (SF):72 Total Cooling BTUH:1,264 Total Heating BTUH:2,545 CFM:62 ROOM DETAIL Room name: Foyer Load Calculation 0 1,000 2,000 3,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 500 1,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-200 0 200 400 BTUH Heated square footage:144 Cooled square footage:144 Heated volume (above grade CF):1,296 Cooled volume (above grade CF):1,296 Exposed wall area (SF):279 Total Cooling BTUH:2,802 Total Heating BTUH:6,032 CFM:135 ROOM DETAIL Room name: Office Load Calculation 0 2,000 4,000 6,000 8,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 1,000 2,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-500 0 500 1,000 BTUH Heated square footage:170 Cooled square footage:170 Heated volume (above grade CF):1,530 Cooled volume (above grade CF):1,530 Exposed wall area (SF):216 Total Cooling BTUH:2,227 Total Heating BTUH:4,124 CFM:107 ROOM DETAIL Room name: Bedroom 4 Load Calculation 0 1,000 2,000 3,000 4,000 5,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 1,000 2,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 1,000 2,000 BTUH Heated square footage:60 Cooled square footage:60 Heated volume (above grade CF):540 Cooled volume (above grade CF):540 Exposed wall area (SF):54 Total Cooling BTUH:946 Total Heating BTUH:1,298 CFM:46 ROOM DETAIL Room name: Wet Room Load Calculation 0 500 1,000 1,500 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 500 1,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 500 1,000 BTUH Heated square footage:60 Cooled square footage:60 Heated volume (above grade CF):540 Cooled volume (above grade CF):540 Exposed wall area (SF):54 Total Cooling BTUH:277 Total Heating BTUH:1,198 CFM:12 ROOM DETAIL Room name: Owners Bath Load Calculation 0 250 500 750 1,000 1,250 Cooling Heating BTUH Heated square footage:255 Cooled square footage:255 Heated volume (above grade CF):2,295 Cooled volume (above grade CF):2,295 Exposed wall area (SF):288 Total Cooling BTUH:4,509 Total Heating BTUH:7,073 CFM:221 ROOM DETAIL Room name: Owners Suite Load Calculation 0 2,000 4,000 6,000 8,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 2,000 4,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 2,000 4,000 BTUH Heated square footage:60 Cooled square footage:60 Heated volume (above grade CF):540 Cooled volume (above grade CF):540 Exposed wall area (SF):108 Total Cooling BTUH:354 Total Heating BTUH:1,595 CFM:15 ROOM DETAIL Room name: Bath 4 Load Calculation 0 500 1,000 1,500 2,000 Cooling Heating BTUH Heated square footage:78 Cooled square footage:78 Heated volume (above grade CF):702 Cooled volume (above grade CF):702 Exposed wall area (SF):0 Total Cooling BTUH:204 Total Heating BTUH:785 CFM:10 ROOM DETAIL Room name: Owners WIC Load Calculation 0 200 400 600 800 Cooling Heating BTUH Heated square footage:85 Cooled square footage:85 Heated volume (above grade CF):765 Cooled volume (above grade CF):765 Exposed wall area (SF):0 Total Cooling BTUH:222 Total Heating BTUH:856 CFM:11 ROOM DETAIL Room name: Hallway Upper Level Load Calculation 0 200 400 600 800 1,000 Cooling Heating BTUH Heated square footage:182 Cooled square footage:182 Heated volume (above grade CF):1,638 Cooled volume (above grade CF):1,638 Exposed wall area (SF):243 Total Cooling BTUH:1,861 Total Heating BTUH:4,502 CFM:88 ROOM DETAIL Room name: Bedroom 3 Load Calculation 0 1,000 2,000 3,000 4,000 5,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 500 1,000 1,500 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-200 0 200 400 BTUH Heated square footage:84 Cooled square footage:84 Heated volume (above grade CF):756 Cooled volume (above grade CF):756 Exposed wall area (SF):0 Total Cooling BTUH:219 Total Heating BTUH:846 CFM:11 ROOM DETAIL Room name: JJ Bath Load Calculation 0 200 400 600 800 1,000 Cooling Heating BTUH Heated square footage:174 Cooled square footage:174 Heated volume (above grade CF):1,566 Cooled volume (above grade CF):1,566 Exposed wall area (SF):243 Total Cooling BTUH:2,945 Total Heating BTUH:5,614 CFM:143 ROOM DETAIL Room name: Bedroom 2 Load Calculation 0 2,000 4,000 6,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 1,000 2,000 3,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 19-500 0 500 1,000 BTUH Heated square footage:190 Cooled square footage:190 Heated volume (above grade CF):1,710 Cooled volume (above grade CF):1,710 Exposed wall area (SF):90 Total Cooling BTUH:2,984 Total Heating BTUH:3,795 CFM:148 ROOM DETAIL Room name: Stairwell Upper Level Load Calculation 0 1,000 2,000 3,000 4,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 1,000 2,000 3,000 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 1,000 2,000 3,000 BTUH Heated square footage:176 Cooled square footage:176 Heated volume (above grade CF):1,584 Cooled volume (above grade CF):1,584 Exposed wall area (SF):243 Total Cooling BTUH:3,566 Total Heating BTUH:4,891 CFM:174 ROOM DETAIL Room name: Laundry Load Calculation 0 1,000 2,000 3,000 4,000 5,000 Cooling Heating BTUH AED Graph (mid-summer) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 500 1,000 1,500 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 500 1,000 1,500 BTUH