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Home My WebLink AboutLA218920 - 19558 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.8/30/202312:04:45 PM01 Front PersepctivePFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05W H I T E O A K M O D E L BERRES RIDGE 8th ADDITION BLOCK 02 LOT 05 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 Ext. Attachement Details 06 Roof Plan 07 Foundation Plan 08 Foundation Details 09 Lower Level 10 Lower Level Structural 11 Lower Level Recessed Can Layout 12 Main Level 13 Main Level Structural 14 Main Level Recessed Can Layout 15 Upper Level 16 Upper Level Structural 17 Upper Level Recessed Can Layout 18 Cross Sections 19 Cross Sections 20 Cross Sections 21 Schedules & Details 22 Square Footage Calculations Grand total: 22 REVISION SCHEDULENumberDate Issued by Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 10/11/2023dmathews 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.8/30/202312:04:53 PM02 Rear PerspectivePFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05W H I T E O A K M O D E L BERRES RIDGE 8th ADDITION BLOCK 02 LOT 05 LAKEVILLE, MN 55044 REVISION SCHEDULENumberDate Issued by Deck not part of permitted project per applicatnt 10/5/23 First Floor0' - 0" Second Floor10' - 7 7/8" Roof18' - 9" Basement-10' - 4 3/4" T.O. Footing-10' - 8 1/4" B.O. Footing-11' - 4 1/4" Top of Foundation-1' - 8 1/4" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak25' - 8 5/8" Grade-2' - 2 1/4"Upper Level Clg. Hgt.8' - 1 1/8"1' - 6 3/4"Main Level Clg. Hgt.9' - 1 1/8"1' - 6 3/4"Lower Level Clg. Hgt8' - 10"Typical Foundation Wall Hgt.9' - 0"Upper Level Wdw Frame Hgt.7' - 0"Main Level Wdw Frame Hgt.8' - 0"Lower Level Wdw Frame Hgt.7' - 0"8' - 0"A A AAA AA B B B C C C CCC C C 5/4" X 6" TRIM BD.5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD. DD 2-1/4" SLOPED STONE CAP 2-1/4" SLOPED STONE CAP /(SEE 3 A20) /(SEE 2 A20) 12"96"6 1/2" 10' - 0"/(SEE 3 A18)/(SEE 3 A18) 10"x10" TIMBER BEAM 2)10"x10" TIMBER COLUMNS 111 103102 35313034 37 38 36 32 2018 1917 1413 101 19 4 SIMPSON MSTC36 STRAP @ ROOF LINE TYP. SIMPSON MSTC36 STRAP @ ROOF LINE TYP. SIMPSON MSTC42 STRAP @ FLOOR LEVEL TYP. SIMPSON MSTC42 STRAP @ FLOOR LEVEL TYP. A AA A A A AAA A A 5/4" X 6" TRIM BD.5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD. 5/4" X 12" TRIM BD. CC 01 01 02 02 23 24 26 08 10 08 07 09 07 0404 0303 108 001 AC PROPOSED LOCATION SIMPSON MSTC36 STRAP @ ROOF LINE TYP. SIMPSON MSTC42 STRAP @ FLOOR LEVEL TYP.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.8/30/202312:05:01 PM03 Front & Rear ElevationsPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS:INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED:FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES:INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS:WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL:BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING:AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED:PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. 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" 1 Front Elevation 1/4" = 1'-0" 2Rear Elevation TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 6" EXPOSURE HARDIELAP SIDING PER ELEVATION 6" EXPOSURE NICHIHA NICHIBOARD SIDING PER ELEVATION HARDIEPANEL SMOOTH w/FRY REGELT DETAILS (a05) PER ELEVATION 2" STONE VENEER PER ELEVATION CORNER WINDOW TRIM DETAIL SUPPLIED BY WINDOW MFG.SEE DETAIL 01/a05 INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 2" HARDIE WINDOW & DOOR WRAPS PER ELEVATION SERIES 199 METAL CORNERS PER ELEVATION 1X8 HARDIE FASCIA w/5"x5" SQUARE GUTTERS & DOWNSPOUTS PER ELEVATION HARDIE 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 C D 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:REVISION SCHEDULENumberDate Issued by A A AA AA A B B C 5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD.5/4" X 12" TRIM BD. 39 22 5/4" X 6 " T R I M B D . SIMPSON MSTC36 STRAP @ ROOF LINE TYP. SIMPSON MSTC42 STRAP @ FLOOR LEVEL TYP. A 5/4" X 6" TRIM BD. 41 40 AAA AA AAA A A A A C C C 5/4" X 6" TRIM BD.5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD. 5/4" X 6" TRIM BD.5/4" X 12" TRIM BD. /(SEE 3A18) 2527 28 29 33 12 16 15 11 11 06 05 5/4" X 6" TR I M B D . SIMPSON MSTC36 STRAP @ ROOF LINE TYP. SIMPSON MSTC42 STRAP @ FLOOR LEVEL TYP. SIMPSON MSTC36 STRAP @ ROOF LINE TYP. SIMPSON MSTC42 STRAP @ FLOOR LEVEL TYP.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.8/30/202312:05:09 PM04 Left & Right ElevationsPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05TYPICAL EXTERIOR MATERIALS ASPHALT SHINGLES W/ NATURAL SHADOW ARCHITECTURAL GRADE 6" EXPOSURE HARDIELAP SIDING PER ELEVATION 6" EXPOSURE NICHIHA NICHIBOARD SIDING PER ELEVATION HARDIEPANEL SMOOTH w/FRY REGELT DETAILS (a05) PER ELEVATION 2" STONE VENEER PER ELEVATION CORNER WINDOW TRIM DETAIL SUPPLIED BY WINDOW MFG.SEE DETAIL 01/a05 INSTALL KICK OUT FLASHING & TWO MEMBRANE TAR PAPER BACKING IN ALL STONE AREAS 5/4" x 2" HARDIE WINDOW & DOOR WRAPS PER ELEVATION SERIES 199 METAL CORNERS PER ELEVATION 1X8 HARDIE FASCIA w/5"x5" SQUARE GUTTERS & DOWNSPOUTS PER ELEVATION HARDIE 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 C D A STONE ATTACHMENT 1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER IS COMPLETE IN ONE WINDOW AREA. 2. WEATHER RESISTIVE BARRIERS:INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER RESISITVE BARRIERS OVER WOOD BASED SHEATHING. 15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS IN PAPER AT LEAST 2 INCHES. 3. EXTERIOR OPENINGS FLASHED:FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING UNLESS THE MANUFACTURERS INSULATION INSTRUCTIONS ARE PROVIDED ON SITE STATING THE FLANGE IS ACCEPTABLE AS FLASHING. 4. WINDOW FLANGES:INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP OF WINDOW SHALL GO OVER THE WINDOW FLASHING. INSTALL A SECOND LAYER OF PAPER OVER SIDE WINDOW FLANGES. 5. WINDOW OPENINGS:WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE, OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL. 6. PAPER ENTIRE WALL:BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER IN SHINGLE FASHION TO ENSURE PROPER WATER DRAINIAGE. 7. FLASHING:AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO ENSURE PROPER WATERPROOFING. 8. WEEP SCREED:PROVIDE A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT OR BELOW THE FOUNDATION PLATE. TO ENSURE TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR, SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON FOUNDATION, EXTEND WEEP SCREED ONTO FOUNDATION. ALL STONE MUST NOT EXTEND BELOW, BUT MUST COVER, ALL LATH AND PAPER. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY RESPONSIBILITY FOR STONE INSTALLATION OR WATERPROOFING TECHNIQUES. REFER TO MANUFACTURER AND INSTALLERS FOR PREFERRED INSTALLATION METHODS WHICH WILL DIFFER FROM WHAT IS SHOWN. 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" 1Right Elevation 1/4" = 1'-0" 2Left 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:REVISION SCHEDULENumberDate Issued by FRAMED CORNER WINDOW MANUFACTURE TO SUPPLY CORNER CLADDING FOR CORNER WINDOW DESIGN(MATCH WINDOW CLADDING COLOR & ASSEMBLY OF CORNER MAY VARY PER MANUFACTURE INSTALL PER MFG. SPEC.) WEATHER RESISTANT BARRIER FRAMING MEMBER NICHIHA ULTIMATE CLIP LOCATED ON STUD SHEATHING SCALE: 1 1/2" = 1'-0" MIN. 2" ABOVE HARD SURFACE OR MIN. 6" ABOVE FINAL GRADE (FINAL GRADE VARIES) NICHIHA - HORIZONTAL AWP - WALL SECTION - SOFFIT STARTERTRACK DETAIL SUPPORT CLIPDETAIL TOP OF WALL DETAIL 1. 2. 3. 4. 5. NOTES: THIS CONCEPTUAL DETAIL IS A GUIDE FOR INSTALLATION OF NICHIHA PRODUCTS. ARCHITECTS/ENGINEERS/CONTRACTORS ARE RESPONSIBLE FOR SUCCESSFUL APPLICATION WHICH DEPENDS UPON SUBSTRATE DESIGN AND CONSTRUCTION BUILT IN ACCORDANCE WITH BEST PRACTICES AND LOCAL BUILDING CODES.SHEATHING REPRESENTED HERE IS 5/8" EXTERIOR GYPSUM WALLBOARD, IF USING OSB OR PLYWOOD ADJUST ACCORDINGLY.WOOD OR METAL FRAMING (METAL FRAMING MEMBERS MUST BE A MINIMUM OF 18 GA.)NICHIHA PANEL (REPRESENTED HERE IS 5/8" NICHIHA PRODUCT, ADJUST ACCORDINGLY FOR OTHER NICHIHA PRODUCT THICKNESSES).FOLLOW WEATHER RESISTANT BARRIER BEST PRACTICES INSTRUCTIONS. NICHIHA STARTER TRACK FASTENER LOCATED ON STUD FACE FASTENER THROUGH PRE-DRILLED HOLES 0' - 2"0' - 6"NICHIHA 10MM SPACER FASTENERS APPLIED TO FRAMING NICHIHA ESSENTIAL STARTER FLASHING NICHIHA PANEL 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.8/30/202312:05:10 PM05 Ext. Attachement DetailsPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05NOT TO SCALE 2" Stone Installation Details NOT TO SCALE Fry Reglet Panel Details NOT TO SCALE 1Detail - Corner Window Cladding Installation 1 1/2" = 1'-0" Nichia Installation Detail REVISION SCHEDULENumberDate Issued by 48"48"24"24" 24"24"48"48"48"48"12"24"24" 24"24"24" 48"48"12"48"48"16' - 0"4" / 12"4" / 12" 4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12" 4" / 12" 4" / 12"1/4" / 12"1/4" / 12" RIDGE VENT RIDGE VENTRIDGE VENTCROSS HATCH INDICATES 1/4" / 12" FLAT ROOF CONSTRUCTION BELOW OVERHANG 10 3/4"43 1/4"36"156" 13' - 10 3/4" LOW SLOPE ROOFING DISCLOSURE: CLIMATE CONDITIONS IN MN CAN MAKE LOW SLOPE ROOFING CONDITIONS CHALLENGING FOR TYPICAL ASPHALT SHINGLES APPLICATIONS. THE DESIGNER OF THIS HOME DOES NOT RECOMMEND USING ASPHALT SHINGLES FOR ROOF SLOPES WITH LESS THAN 4/12 PITCH. STANDING SEAM METAL ROOFS DESIGNED FOR LOW SLOPE APPLICATIONS WOULD BE PREFERRED. IF THE CLIENT CHOOSES TO USE ASPHALT SHINGLES, PLEASE FOLLOW THE MN DEPARTMENT OF LABOR AND INDUSTRY GUIDELINES FOR LOW SLOPE ASPHALT SHINGLES ROOF APPLICATIONS: WWW.DLI.MN.GOV/CCLD/PDF/EDU_ROOFING.PDF SPECIAL UNDERLAYMENT TECHNIQUES, FLASHING, ETC. WILL BE REQUIRED DESIGNER OF THE HOME DOES NOT MAKE ANY GUARANTEE FOR THE PERFORMANCE OF LOW SLOPE ASPHALT SHINGLES ROOF IN THE STATE OF MN. 10"x10" TIMBER POSTS 2' - 0"4" / 12"4" / 12"4" 12" METAL DRIP EDGE Overhang 24" 5/4"x6" TRIM BD 2x4 LOOKOUTS COMPOSITE VENTED SOFFITS7 1/4"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/ 4/4" x 8" COMPOSITE FASCIA COMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILINGE.H.7 13/16"ENERGY HEEL MAY VARY PER LOCATION E.H.15 13/16"Overhang 48" METAL DRIP EDGE 5/4"x6" TRIM BD 2x4 LOOKOUTS COMPOSITE VENTED SOFFITS ENERGY HEEL MAY VARY PER LOCATION 4" 12" 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/ 4/4" x 8" COMPOSITE FASCIA COMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATIONPOLY VAPOR BARRIER5/8" GYP. BRD. CEILING7 1/4"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.8/30/202312:05:15 PM06 Roof PlanPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05ENGINEERED 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'-0" 2Detail - 24" Cornice 1" = 1'-0" 3Detail - 48" Cornice REVISION SCHEDULENumberDate Issued by 16' - 0"28' - 0"26' - 0"70' - 0"1' - 10 1/2"16' - 3" M.O.2' - 3"9' - 3" M.O.2' - 6 1/2" 8 1/2"M.O. 3' - 3"1' - 0 1/2" 32' - 2"5' - 0"12' - 0"14' - 10" 64' - 0"3' - 2"2' - 10"7' - 10"16' - 0"8' - 0"38' - 2"7' - 10"70' - 0"2" 20' - 0"16' - 9"7' - 7 1/4"4' - 7 3/4"14' - 10" 63' - 10"3 1/4"3 1/4"3 1/4"3 1/4"3 1/4"3 1/4"3 1/4"3 1/4" 2 3/4"2 3/4"2 3/4"2 3/4"2 3/4"2 3/4"4' - 0"12' - 0"- UNEXCAVATED - - UNEXCAVATED - 2" SLAB LEDGE 2" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE4"LEDGE(2" INSUL./2" SLAB)4" LEDGE(2" INSUL./2" SLAB)12' - 3"13' - 3"31' - 4"5' - 6 1/2" 3 1/2" W.O.W.O.W.O. 11' - 0 1/2"8' - 0 3/4"5' - 6 3/4"7' - 10 1/2"4' - 5 1/2"20' - 3 1/4"7' - 10 1/4"12' - 2 1/4"1' - 7 3/4"5' - 3 1/4" 13' - 4 3/4"11' - 0 1/2"2' - 9 1/2"5' - 3 1/4"20' - 3 1/4"17' - 0 1/4"8' - 6 1/2"4" LEDGE(2" INSUL./2" SLAB) 4" LEDGE(2" INSUL./2" SLAB)53' - 10"MECH. F.D. SHWR F.D. SFTG #2 SFTG #1SFTG #1 SFTG #1SFTG #1SFTG #12" STONE LEDGE F1 F1 F2 F2 F2 F3 F3 F5 F5 F5 F7 F7 F7 F7F8F8F9 F940' - 3 3/4"PIER #1PIER #1 PIER #1PIER #1 PIER #1PIER #1 PIER #1LINE OF DECK ABOVE LINE O F P A TI O 1 19 4 18 1 20 1 18 4 20 5 19 2 19 1 21 2 1810"10"10"8" 8"10"8"8"10"8"8" 8"8"8"8"8"10"10"8"8" PFTG #1 PFTG #1PFTG #1PFTG #1PFTG #1PFTG #1PFTG #2 PFTG #2 CROSS HATCH INDICATES#5 L-BARS @ 24" O.C. 36" 36” 63' - 10"3 1/4"3 1/4" PIER #1LINE OF DECK ABOVE18' - 10"15' - 10"9' - 2"20' - 0" 2" 2" 8" F1 F2 2' - 2"29' - 2"6"27' - 6"foundation wall legend: F1 9’-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.- TYPICAL FOUNDATION WALL (MAINTAIN FROST PROTECTION) N/A 9’-0” x 8” POURED CONCRETE WALL w/ 2” INTERIOR LEDGE (GARAGE SLAB) ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- GARAGE / HOUSE COMMON WALL 9’-0” x 10” POURED CONCRETE WALL w/ 4” EXTERIOR LEDGE (2” SLAB, 2” INSULATION) ON 20” x 8” CONCRETE FOOTING REBAR PER CODE.- FRONT PORCH / HOUSE FOUNDATION WALL -N/A- 3’-6” x 10” POURED CONCRETE WALL w/ 4” INTERIOR LEDGE (2" SLAB, 2" INSULATION) ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- TYPICAL WALK-OUT FOUNDATION WALL #1 3’-6” x 12” POURED CONCRETE WALL w/ 4” INTERIOR LEDGE (2" SLAB, 2" INSULATION) ON 20” x 8” CONCRETE FOOTING. REBAR PER CODE.- TYPICAL WALK-OUT FOUNDATION WALL #2 3’-6” x 8” POURED CONCRETE WALL w/ 2” INTERIOR LEDGE (GARAGE SLAB) ON 20” x 8” CONCRETE FOOTING.REBAR PER CODE.- TYPICAL GARAGE FOUNDATION WALL #1 3’-6” x 10” POURED CONCRETE WALL w/ 2” EXTERIOR LEDGE (STONE) & 2” INTERIOR LEDGE (GARAGE SLAB) ON20” x 8” CONCRETE FOOTING. REBAR PER CODE.- GARAGE FOUNDATION w/STONE 3’-6” x 8” POURED CONCRETE WALL ON20” x 8” CONCRETE FOOTING. REBAR PER CODE.- TYPICAL FRONT PORCH FOUNDATION F2 F3 F4 F5 F6 F7 F8 F9 SEE REINFORCING SCHEDULE A07 F1.A concrete pad footing legend PFTG #1 36”x36”x12” POURED CONCRETE PAD FOOTINGw/ 4) #5 BARS EACH WAY. PFTG #2 42”x4212” POURED CONCRETE PAD FOOTINGw/ 5) #5 BARS EACH WAY. concrete STRIP footing legend 4"x4" TREATED WOOD CURB20" x 8" POURED CONCRETE FOOTING w/ 2) #5 BARS EACH WAY.SFTG. #1 6"x4" TREATED WOOD CURB20" x 8" POURED CONCRETE FOOTING w/ 2) #5 BARS EACH WAY.SFTG. #2 foundation PIER legend: PIER #1 6x6 TRD. POST ON 12" BELL BOTTOM TO 18” @ 42" BELOW GRADE.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.8/30/202312:05:17 PM07 Foundation PlanPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05 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 A08 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: 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. MASONRY CLADDING CONCRETE LEDGES DISCLOSURE:REVISION SCHEDULENumberDate Issued by Concrete Reinforcing Schedule Wall Type Wall Footing Size NotesHeight Thickness. Vertical Reinf. Horizontal Reinf.Width Depth Reinforcin g F1 9'-0" 8" #5 @ 24" #4 @ 48" 20" 8" 2) #5 F2 9'-0" 8" #5 @ 24" #4 @ 48" 20" 8" 2) #5 F3 9'-0" 10" #5 @ 24" #4 @ 48" 20" 8" 2) #5 F4 - N/A F5 3'-6" 10" #4 @ 48" #4 @ 48" 20" 8" 2) #5 F6 3'-6" 12" #4 @ 48" #4 @ 48" 20" 8" 2) #5 F7 3'-6" 8" #4 @ 48" #4 @ 48" 20" 8" 2) #5 F8 3'-6" 10" #4 @ 48" #4 @ 48" 20" 8" 2) #5 F9 3'-6" 8" #4 @ 48" #4 @ 48" 20" 8" 2) #5 *** 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 @ HORIZONTAL REINFORCING SPACING UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. PFTG #136”x36”x12” POURED CONCRETE PAD FOOTINGw/ 4) #5 BARS EACH WAY. PFTG #1 36”x36”x12” POURED CONCRETE PAD FOOTINGw/ 4) #5 BARS EACH WAY. PFTG #242”x4212” POURED CONCRETE PAD FOOTINGw/ 5) #5 BARS EACH WAY. 2" RIGID INSULATION EXTERIOR CLADDING PER PLAN 1/2" SHEATHING 2X8 CANTILEVEREDSILL PLATE 1/2" ANCHOR BOLT BUILDING PAPER 2" FOUNDATION WALL PULLEDINTO HOUSE 2" 2X6 SOLE PLATE 2X8 SILL PLATE LOOKOUT 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: NOTE:FOUNDATION WALL SIZE MAY VARY PER LOCATION. SEE FOUNDATION PLAN 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: 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: 8"4" 12"3 1/2"2" INSULATION2" INSULATION @ 45 DEGREE ANGLE 4" SAND 12" walkout wall w/ 2x8 plate 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 2X8 STUDS @ 16" O.C. INSULATION PER CODE METAL FLASHING 1/2" GYP. BRD. 1/2" ANCHOR BOLT 2X8 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"LAP SIDINGPER 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: GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. 2" RIGID INSULATION EXTERIOR CLADDING PER PLAN 1/2" SHEATHING 2X8 CANTILEVEREDSILL PLATE 1/2" ANCHOR BOLT BUILDING PAPER 2" FOUNDATION WALL PULLEDINTO HOUSE 2" 2x8 plate w/ bottom chord 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 PLAN METAL FLASHING NOTE:FOUNDATION WALL SIZE MAY VARY PER PROJECT. 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: 2X6 SILL PLATE 1/2" ANCHOR BOLT6"2"6"2" RIGID INSULATION 5/8" TYPE XGYP. BRD. FLOOR TRUSSES PER PLAN 2X6 SOLE PLATE 3-1/2" POUREDCONCRETE SLAB NOTE:FOUNDATION WALL SIZE MAY VARY PER LOCATION. SEE FOUNDATION PLAN BOTTOM CRD 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:3 1/2"1/2" GYP. BRD. 2X6 STUDS @ 16" O.C. INSULATION PER CODE 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: GARAGE FLOOR: SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. REINFORCING PER PLAN w/#5 L-BARS @ 24" O.C. 36 36 2" RIGID INSULATION 1/2" ANCHOR BOLT SLAB @ BOTTOM 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" 2"6" 2"3 1/2"4" SAND 10" garage slab w/ 2" ledge 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: 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: 10" 2" STONE VENEER w/ GROUTED JOINTS WOW-3639 SPACED 10" ON CENTER EMC-3639 DRAINAGE FABRIC 2)LAYERS GRADE "D" CONSTRUCTION PAPER OR CODE REQUIRED WRB HEAVY MOISTURE RESISTANT COATING STRUCTURAL NOTESUNLESS NOTED OTHERWISE ON THE PLANS AND/OR IN THE DETAILS, THESE NOTES SHALL APPLY. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS, DETAILS, SPECIFICATIONS, AND THESE NOTES, THE CONTRACTOR SHALL CONFORM TO THE MORE STRINGENT REQUIREMENTS, UNLESS CLARIFIED WITH THE STRUCTURAL ENGINEER OF RECORD (SER) PRIOR TO WORK. MATERIAL STRENGTHS STRUCTURAL STEELHSS RECTANGULAR AND SQUARE - ASTM A500 GR. C, FY = 50 KSIW AND WT SHAPES - ASTM A992, FY = 50 KSIMISC. STRUCTURAL STEEL - ASTM A36, FY = 36 KSI STRUCTURAL STEEL FASTENERSCONNECTION BOLTS - ASTM A325 OR F1852, FU = 120 KSIANCHOR RODS - ASTM F1554, GR. 36, FY = 36 KSITHREADED RODS - ASTM A36, FY = 36 KSI REINFORCING STEELDEFORMED BARS - ASTM A615, GR. 60, FY = 60 KSIFABRIC - ASTM A185, FY = 70 KSI CONCRETEF 'C = COMPRESSIVE STRENGTH IN 28 DAYS4,000 PSI UNLESS NOTED OTHERWISE5,000 PSI FOR FOOTINGS STRUCTURAL LUMBERALL DIMENSIONAL LUMBER - #2 SPRUCE PINE FIR (SPF) OR EQUALLAMINATED VENEER LUMBER (LVL)E = 2,000,000 PSIFB = 2600 PSILAMINATED STRAND LUMBER (LSL)E = 1,550,000 PSIFB = 2,325 PSIPARALLEL STRAND LUMBER (PSL)E = 2,000,000 PSIFB = 2900 PSITREATED LUMBER - #2 SOUTHERN PINE OR EQUAL DESIGN LOADS ROOFDEAD LOAD17 PSF (7 PSF TOP CHORD + 10 PSF BOTTOM CHORD)SNOW LOADROOF SNOW LOAD = 42 PSFFLOORSDEAD LOAD20 PSF (10 PSF TOP CHORD + 10 PSF BOTTOM CHORD)LIVE LOADS40 PSFWINDULTIMATE DESIGN WIND SPEED 115 MPH3 SECOND GUST.EXPOSURE C, I = 1.0RISK CATEGORY II EXISTING CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND DETAILS OF EXISTING STRUCTURE WHERE THEY AFFECT THIS CONSTRUCTION PRIOR TO FABRICATION. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID ADDING LOAD OR STRESS TO ANY ADJACENT STRUCTURES DURING CONSTRUCTION. TEMPORARY BRACING CONTRACTOR IS RESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL STRUCTURAL ELEMENTS AS REQUIRED AT ALL STAGES OF CONSTRUCTION UNTIL COMPLETION OF THIS PROJECT. PROVIDE TEMPORARY LATERAL SUPPORT FOR ALL WALLS UNTIL WALLS ARE ADEQUATELY BRACED BY PERMANENT STRUCTURE. SHORE FOUNDATION WALLS RETAINING EARTH UNTIL FLOOR FRAMING AND BASEMENT SLAB ARE IN PLACE. USE CAUTION WHEN OPERATING EQUIPMENT ADJACENT TO FOUNDATION WALLS. GENERAL SOIL NOTES THE STRUCTURE HAS BEEN DESIGNED USING A PRESUMPTIVE LOAD-BEARING VALUE OF 2000 PSF IN ACCORDANCE WITH TABLE R401.4.1 OF THE 2012 IRC ON VIRGIN SOIL OR COMPACTED GRANULAR FILL FOR FOOTINGS. PRESUMPTIVE SOIL BEARING VALUE TO BE VERIFIED BY A GEOTECHNICAL ENGINEER WHERE REQUIRED BY THE BUILDING OFFICIAL PER R401.4.ANY DISCREPANCIES IN THE ASSUMED ALLOWABLE SOIL BEARING PRESSURE SHALL BE REPORTED IMMEDIATELY.THE EXISTING FOOTINGS HAVE BEEN ASSUMED TO BE TYPICAL SPREAD FOOTINGS ON GOOD SOILS THAT ARE ASSUMED TO BE PERFORMING ADEQUATELY.REMOVE ALL TOP SOIL, UNCOMPACTED FILL, OR OTHER POOR SOIL FROM THE CONSTRUCTION AREA.SLOPE THE SITE TO DRAIN AWAY FROM THE BUILDING.INSTALL GUTTERS AND DOWNSPOUTS WITH LONG EXTENSIONS RECOMMENDED.INSTALL DRAIN TILE RECOMMENDED.BACKFILL WITH GRANULAR SOILS RECOMMENDED. FOOTINGS/FOUNDATIONS ALL FOOTINGS ARE TO BE FORMED. ALL STUMPS, ROOTS AND DEBRIS MUST BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12" BELOW THE SURFACE OF THE GROUND IN THE AREA OCCUPIED BY THE BUILDING. FOOTINGS SHALL BE PLACED ON VIRGIN SOIL OR COMPACTED GRANULAR FILL.WALL FOOTINGS ARE CAST-IN-PLACE CONCRETE WITH CONTINUOUS REINFORCING PLACED 3" CLEAR OF BOTTOM AND 2" CLEAR AT TOP AND SIDES.WALL FOOTINGS ARE CENTERED UNDER WALLS AND COLUMN FOOTINGS UNDER COLUMNS.WALL FOOTINGS SHALL BE A MINIMUM OF 8" THICK WITH A 4" PROJECTION EACH SIDE OF WALL. REINFORCE WITH 2 - #4 CONTINUOUS BOTTOM BARS.COLUMN FOOTINGS SHALL BE A MINIMUM OF 10" THICK, WITH PLAN DIMENSIONS AS SHOWN ON DRAWING. REINFORCE WITH #4 BOTTOM BARS AT 8" O.C. EACH WAY.PROVIDE 30 BAR DIAMETER LAP AT SPLICES AND FULL CROSSING LAP AT CORNERS AND INTERSECTIONS. TIE ALL REINFORCING IN PLACE. SET FOOTING REINFORCING ON CHAIRS OR MASONRY BRICK TO OBTAIN 3" CLEARANCE FROM BOTTOM OF FOOTING.MAINTAIN MINIMUM FROST DEPTH OF 42" FOR ALL EXTERIOR FOOTINGS.TOP OF FOOTING SHALL BE PLACED 8" BELOW THE TOP OF SLABS ON GRADE, OR PLACED TO MAINTAIN FROST DEPTH, WHICHEVER IS DEEPER.STEP FOOTINGS IN A UNIFORM MANNER USING A 2:1 HORIZONTAL TO VERTICAL SLOPE.CAST DOWELS IN FOOTING FOR FOUNDATION WALLS ABOVE. DOWELS SHALL BE THE SAME QUANTITY, SIZE, AND SPACING AS THE VERTICAL WALL REINFORCING.DOWELS SHALL BE 30" LONG AND EXTEND TO 3" CLEAR OF BOTTOM OF FOOTING.CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING HOT WEATHER CONCRETE REQUIREMENTS PER ACI 305 AND COLD WEATHER CONCRETE REQUIREMENTS PER ACI 306.SHORE ALL FOUNDATION WALLS APPROPRIATELY BEFORE BACKFILLING AND COMPACTING.FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT FINISHED GRADE.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND TANKS PRIOR TO BEGINNING EXCAVATION.THE CONTRACTOR SHALL FOLLOW IRC FIGURE R403.1.7.1 FOR FOUNDATION CLEARANCES TO SLOPES UNLESS INDICATED OTHERWISE BY THE SOILS ENGINEER. CONCRETE PROVIDE READY-MIXED CONCRETE PER ASTM C94. PORTLAND CEMENT SHALL BE ASTM C150, TYPE I. USE ONLY ONE BRAND OF CEMENT THROUGHOUT THE WORK. PROVIDE CONCRETE AGGREGATES MEETING THE REQUIREMENTS OF ASTM C33.MAXIMUM AGGREGATE SIZE SHALL BE 3/4" FOR GRADE BEAMS AND SLABS. WATER SHALL BE CLEAN, FREE OF DELETERIOUS AMOUNTS OF ACIDS, ALKALIS, OR ORGANIC MATERIALS, AND SHALL BE CONSIDERED POTABLE. PROVIDE ADMIXTURES TO REDUCE WATER CONTENT, PROVIDE AIR-ENTRAINMENT, OR ALTER THE QUALITY OF THE CONCRETE TO MEET THE JOB CONDITIONS.PLACE REINFORCING 2" CLEAR TO OUTSIDE FACE AND 1 1/2" CLEAR TO INSIDE FACE OF CONCRETE WALL.PROVIDE #4 X 4'-0" LONG (EQUAL LEGS) HORIZONTAL REINFORCING CORNER BARS AT 18" O.C. AT OUTSIDE CORNER OF WALL AND 2 - #4 VERTICAL SUPPORT BARS.ALL WALL OPENINGS LARGER THAN 12" SHALL HAVE 2 - #5 AT ALL SIDES EXTENDING 2'-0" BEYOND EACH EDGE OF OPENING WITH 2 - #5 X 4'-0" DIAGONAL BARS AT EACH CORNER OF OPENING.WALL REINFORCING SHALL BE CONTINUOUS THROUGH COLUMNS AND PILASTERS.PROVIDE FULL DEVELOPMENT AND SPLICE LENGTHS PER CONCRETE REINFORCING STEEL INSTITUTE (CRSI) OR ACI 318 REQUIREMENTS.ALL CONCRETE EXPOSED TO WEATHER, FREEZE-THAW CONDITIONS OR DE-ICING CHEMICALS SHALL CONTAIN 5% - 7% ENTRAINED AIR.SLUMP SHALL BE DETERMINED BY ASTM C143 AS FOLLOWS:FOOTINGS 3" - 4"WALLS, COLUMNS 3" - 5"SLABS ON GRADE 3" - 4"STRUCTURAL SLABS, BEAMS 3" - 4"CONCRETE SHALL NOT BE LAID WHEN THE TEMPERATURE OF THE OUTSIDE AIR IS BELOW 40 DEGREES FAHRENHEIT, UNLESS APPROVED METHODS ARE USED DURING CONSTRUCTION TO PREVENT DAMAGE TO THE CONCRETE. ALL MATERIALS USED AND SURFACES BUILT UPON SHALL BE FREE OF SNOW AND ICE.WOOD BEAMS POCKETED INTO CONCRETE SHALL BE PROVIDED WITH A 1/2" AIR SPACE ON TOP, END, AND SIDES UNLESS TREATED WOOD OR STEEL PLATES ARE USED.CONCRETE SHALL NOT BEAR PERMANENTLY ON WOOD MEMBERS. SLABS ON GRADE ALL SLABS ON GRADE SHALL BE REINFORCED WITH EITHER WWF6X6-W1.4 X W1.4 IN CENTER OF SLAB.SLABS ON GRADE ADJACENT TO FOUNDATION WALLS RETAINING EARTH SHALL BE A MINIMUM OF 3 1/2" THICK.CONSTRUCTION AND/OR CONTROL JOINTS SHALL OCCUR AT A MAXIMUM OF 8'-0" O.C. AT EXTERIOR SLABS ON GRADE, AND AT A MAXIMUM OF 10'-0" O.C. AT INTERIOR SLABS ON GRADE.CONSTRUCTION AND/OR CONTROL JOINTS SHALL BE LAID OUT IN A RECTANGULAR PATTERN WITH LONG TO SHORT SIDE RATIO LESS THAN OR EQUAL TO 1.5 AND WITH NO RE-ENTRANT CORNERS.CONTROL JOINTS FOR SLABS ON GRADE SHALL BE SAW CUT AS SOON AS CONCRETE CAN ACCEPT IT WITHOUT RAVELING. DO NOT CUT STRUCTURAL SLABS OR TOPPING SLABS.ALL CONTROL/CONSTRUCTION JOINTS SHALL BE CONTINUOUS AND NOT STAGGERED OR OFFSET.CONTROL JOINTS SHALL BE CLEANED AND SEALED FOR CURING PURPOSES AS SOON AS POSSIBLE.VERIFY FLOOR FINISHES AND CONTROL/CONSTRUCTION JOINT LOCATIONS WITH OWNER AND ARCHITECT. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED ACCORDING TO THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(A.I.S.C.) LATEST ADOPTION.STRUCTURAL STEEL SUPPLIER SHALL SUPPLY ALL CAP PLATES, BEARING ASSEMBLIES, BASE PLATES, STIFFENERS, SPLICES, AND CONNECTIONS, AND SHALL FOLLOW STANDARD AISC DETAILS UNLESS NOTED ON DRAWINGS.ALL WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS USING E70 ELECTRODES IN ACCORDANCE WITH THE RULES OF THE AMERICAN WELDING SOCIETY (A.W.S.) STRUCTURAL WELDING CODE, LATEST ADOPTION. ALL WELDERS SHALL BE CERTIFIED BY THE RULES OF THE AMERICAN WELDING SOCIETY.TIGHTEN ANCHOR BOLTS AND GROUT COLUMN BASE PLATES BEFORE INSTALLING STEEL BEAMS.PROVIDE COMPLETE DETAILED SHOP DRAWINGS TO THE CONTRACTOR FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.PROVIDE 5/16” FULL HEIGHT WEB STIFFENERS AT ALL COLUMN AND SUPPORT LOCATIONS.DESIGN INTENTION WHEN COLUMNS BEAR ON BEAMS IS TO HAVE BEARING PLATES MATCH BEAM WIDTH X COLUMN WIDTH + 6”. DIMENSION LUMBER DESIGN ASSUMES LUMBER IS FREE OF SIGNIFICANT SPLITS AND CHECKS, AND CONTRACTOR WILL VISUALLY INSPECT DURING INSTALLATION.SILLS AND ALL OTHER LUMBER IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 8" OF FINISHED GRADE SHALL BE PRESERVATIVE TREATED WOOD. IN CRAWLSPACES OR UNEXCAVATED AREAS WITHIN THE BUILDING FOUNDATION, WOOD SHALL BE PRESERVATIVE TREATED FOR JOISTS WITHIN 18" OF EXPOSED GROUND AND/OR GIRDERS WITHIN 12" OF EXPOSED GROUND.PRESERVATIVE TREATED WOOD SHALL BE IN ACCORDANCE WITH THE AMERICAN WOOD PROTECTION ASSOCIATION, STANDARD U1.TREAT ALL CUT ENDS OF TREATED MATERIAL.ALL LUMBER IS TO BE GRADE STAMPED, WHICH IS TO CONTAIN GRADING AGENCY, MILL NUMBER OR NAME, GRADE OF LUMBER, SPECIES OR SPECIES GROUPING OR COMBINATION DESIGNATION, RULES UNDER WHICH GRADED, WHERE APPLICABLE, AND CONDITION OF SEASONING AT TIME OF MANUFACTURE.ALL LUMBER SHALL BE SEASONED TO A MOISTURE CONTENT OF 19% OR LESS, WITH THE INDICATION OF "S-DRY" ON THE GRADE STAMP.ALL LUMBER SHALL BE PROTECTED FROM THE ELEMENTS.SILL PLATES TO BE BOLTED TO FOUNDATION WALL WITH 1/2" DIAMETER GALV ANCHOR BOLTS AT 3'-0" O.C. MAXIMUM. BOLTS TO EXTEND 9" MINIMUM INTO SOLIDLY GROUTED FOUNDATION WALL. EACH SILL PLATE TO HAVE A MINIMUM OF 2 BOLTS WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 1/2 INCHES FROM EACH END OF THE PLATE SECTION. USE 1/8" X 2" GALV WASHERS, SLIGHTLY CRUSHING PLATE.MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1) OF THE 2012 IRC UNLESS NOTED OTHERWISE.ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE.EXTERIOR WALLS SHALL BE 2 X 6 STUDS @ 16" O.C. UNLESS NOTED OTHERWISE.INTERIOR BEARING WALLS SHALL BE 2 X 6 STUDS @ 16" O.C. UNLESS NOTED OTHERWISE.INTERIOR NON-LOAD-BEARING WALLS SHALL BE 2 X 4 STUDS @ 16" O.C. UNLESS NOTED.TYPICAL OPENINGS TO HAVE A MINIMUM OF 2 BEARING (TRIMMER OR JACK) STUDS AND 1 FULL-HEIGHT KING STUD.HEADERS NOT NOTED TO BE 2 - 2 X 6 UP TO 4'-0" SPAN AND 2 - 2 X 8 FROM 4'-0" TO 6'-0" SPAN.WOOD HEADERS SHALL HAVE A MINIMUM 3" LENGTH OF BEARING AT EACH END OR BEAR THE ENTIRE LENGTH OF THE BEARING STUDS.BEAMS SHALL BEAR ON A MINIMUM OF 3" ALONG THEIR LENGTH AND FULLY ALONG THEIR WIDTH AND HAVE A MINIMUM OF 2 TYPICAL WALL STUDS SUPPORTING THEM.JOISTS SHALL BEAR THE FULL WIDTH OF SUPPORTING MEMBERS (STUD WALL, BEAMS, ETC.).PROVIDE SOLID VERTICAL BLOCKING AT ALL JOIST SPACES BELOW WOOD COLUMNS. PROVIDE MATCHING COLUMNS TO FOUNDATION AT LOWER LEVELS BELOW COLUMNS COMPRISED OF 3 OR MORE STUDS.ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH PREFABRICATED JOIST HANGERS.BEAMS OR HEADERS MADE OF 2 - 2X'S WITH 1/2" SPACER SHALL BE NAILED TOGETHER WITH 2 - ROWS 16D NAILS (.162" X 3 ½") AT 12" O.C. ALONG EACH EDGE, TYPICAL FOR EACH LUMBER PLY.NAIL BUILT UP POSTS MADE OF 2X STUD MATERIAL WITH 2 - ROWS 16D NAILS 12” OC EACH PLY, UP TO 3-PLIES. SCREW BUILT UP POSTS MADE OF 2X STUD MATERIAL WITH ¼”X6” SDS SCREWS 8” OC STAGGERED FOR 4-PLIES.ATTACH 4-PLY LVL BEAMS WITH 2-ROWS OF ¼”X6” SDS SCREWS 24” OC BOTH FACES UNLESS NOTED.SPACING OF BRIDGING FOR JOISTS SHALL NOT EXCEED 8'-0".DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS OR SINGLE FLOOR TRUSS.ALL PLYWOOD AND OSB SHALL BE INSTALLED PER AMERICAN PLYWOOD ASSOCIATION STANDARDS, INCLUDING THE USE OF CONSTRUCTION ADHESIVE FOR FASTENING TO FLOOR JOISTS.ALL FASTENERS AND HANGERS IN CONTACT WITH TREATED LUMBER SHALL BE G185 HOT DIPPED GALVANIZED OR EQUAL.LUMBER GRADING RULES AND WOOD SPECIES SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 20-99 AS PUBLISHED BY THE DEPARTMENT OF COMMERCE. GRADING RULES SHALL BE BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW OF THE AMERICAN LUMBER STANDARDS COMMITTEE.PERFORMANCE REQUIREMENTS, ADHESIVE BOND PERFORMANCE, PANEL CONSTRUCTION AND WORKMANSHIP, DIMENSIONS AND TOLERANCES, MARKING, AND MOISTURE CONTENT OF WOOD-BASED STRUCTURAL-USE PANELS SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 2-92, AS PUBLISHED BY THE DEPARTMENT OF COMMERCE.PLACE SHEETROCK WALL CONTROL JOINTS MAX 30FT APART PER THE WALL AND CEILING BUREAU TECHNICAL BULLETIN.DO NOT DRILL OR NOTCH PLUMBING HOLES NEAR KNOTS IN ANY FRAMING. WOOD TRUSSES RESPONSIBILITIES OF THE CONTRACTOR, BUILDING DESIGNER, TRUSS MANUFACTURER, AND TRUSS DESIGNER SHALL FOLLOW THE PUBLICATION "TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION."TRUSS SUPPLIER SHALL NOTIFY SER OF ANY PROPOSED REVISIONS TO THE LAYOUT INDICATED ON THIS PLAN. REVISIONS THAT AFFECT THE STRUCTURAL DESIGN WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE SER.VERIFY ALLOWABLE BEARING LOCATIONS FOR GIRDER TRUSSES WITH SER PRIOR TO FINAL DESIGN STAGE. PROVIDE METAL BEARING ENHANCERS AS NECESSARY TO UTILIZE STUD COLUMNS SHOWN ON PLAN.ALL PREFABRICATED WOOD TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED USING THE DESIGN LOADS AND SPAN CONDITIONS INDICATED, INCLUDING DESIGNING GABLE END TRUSS WEBS FOR PERPENDICULAR TO FACE WIND LOADS.TRUSS MANUFACTURER SHALL PROVIDE A TRUSS DRAWING PRIOR TO BEGINNING CONSTRUCTION.TRUSSES SHALL BE DESIGNED FOR TOP AND BOTTOM CHORD SUPERIMPOSED DEAD AND LIVE LOADS AS INDICATED ABOVE.TRUSS SUPPLIER SHALL DESIGN TRUSSES TO SUPPORT ADDITIONAL DEAD LOAD FROM, BUT NOT LIMITED TO, SPRINKLER LINES, AND RAIN LEADER SYSTEMS, PIPING, CABLE TRAYS, DUCTWORK, ETC., AS PER IBC. COORDINATE WITH MECHANICAL/ELECTRICAL AS REQUIRED. GENERAL CONTRACTOR TO VERIFY LOCATION AND MAGNITUDE OF ALL SUCH LOADS WITH TRUSS SUPPLIER AND SER PRIOR TO FABRICATION OF TRUSSES.SEE ARCHITECTURAL PLANS FOR ATTIC DRAFT STOP LOCATIONS AND DESIGN ROOF TRUSSES ACCORDINGLY.LIVE LOAD DEFLECTION OF ROOF TRUSSES SHALL BE LIMITED TO 1/480 OF THE SPAN.DESIGN TRUSSES FOR TOP CHORD BEARING OR BOTTOM CHORD BEARING AS SHOWN ON DRAWINGS.TRUSS CONFIGURATION, PITCH, OVERHANG, ETC. SHALL BE INDICATED ON THE ARCHITECTURAL DRAWINGS.SPACING OF ROOF TRUSSES SHALL NOT EXCEED 24" O.C.LUMBER FOR WOOD TRUSSES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES, HIP JACKS, AND STEP-DOWN TRUSSES AS REQUIRED AND DESIGNED TO SUPPORT ALL SUPERIMPOSED LOADS.PROVIDE HIP-SETS, DORMERS, AND PIGGY-BACK TRUSSES AS REQUIRED.TRUSS MANUFACTURER TO SPECIFY IF ROOF SHEATHING NEEDS TO BE APPLIED BEFORE PLACING "OVER-FRAMING".PROVIDE METAL FRAMING ANCHORS AT TRUSS BEARING TO MECHANICALLY FASTEN TRUSS TO BEARING WALL OR SUPPORTING MEMBER AS SHOWN IN DETAILS.TRUSS MANUFACTURER SHALL PROVIDE TRUSS TO TRUSS CONNECTION HANGERS.BRIDGING, AND BRACING OF TRUSS COMPRESSION AND TENSION MEMBERS, SHALL BE INSTALLED IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S DESIGN AND DIRECTIONS.NO CUTTING, NOTCHING, OR MODIFICATIONS OF TRUSSES WILL BE ALLOWED WITHOUT THE MANUFACTURER'S WRITTEN APPROVAL.CONTRACTOR SHALL PROVIDE PERMANENT AND TEMPORARY DIAGONAL, LATERAL, AND CROSS BRACING IN ACCORDANCE WITH THE PUBLICATION "BCSI 1-03 BUILDING COMPONENT SAFETY INFORMATION, GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE AND WOOD TRUSS COUNCIL OF AMERICA AND AS OTHERWISE NECESSARY. FOR SPANS LONGER THAN 60FT., CONTRACTOR SHALL HIRE A STRUCTURAL ENGINEER TO DESIGN THE NECESSARY BRACING.PERMANENT BOTTOM CHORD BRACING AND WEB BRACING SHALL BE LOCATED AS SHOWN ON THE TRUSS DRAWINGS AND SHALL BE MINIMUM 2 X 4 WITH 2 - 16D NAILS TO END WALLS AND TRUSSES, LAPPING TWO TRUSS SPACES AT SPLICES. TRUS JOIST (TJI) ALL SPECIFIED ENGINEERED WOOD PRODUCTS SHALL BE MANUFACTURED AND LABELED AS TRUS JOIST PRODUCTS BY WEYERHAEUSER. ICC-ES CODE EVALUATION REPORTS SHALL BE THE FOLLOWING:ESR-1153 FOR TJI® JOISTSESR-1387 FOR TIMBERSTRAND® LSL, MICROLLAM® LVL & PARALLAM® PSLMODIFICATIONS/ALTERNATES: THE SPECIFICATION IS BASED ON TRUS JOIST ENGINEERED WOOD PRODUCTS. NO ALTERNATIVES, MODIFICATIONS OR SUBSTITUTIONS ARE ALLOWED UNLESS THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SUBMITS IN WRITING FOR SUCH REQUESTS TO THE PROJECT ENGINEER FOR APPROVAL, NO LATER THAN TWO WEEKS PRIOR TO BID. ALTERNATE PRODUCTS MUST HAVE A CURRENT ICC-ES CODE EVALUATION REPORT WITH LISTED DESIGN PROPERTIES EQUIVALENT OR GREATER THAN SPECIFIED PRODUCTS. SUBSTANTIATING CALCULATIONS SHALL BE SUBMITTED. ALL HOLES, TAPERED CUTS AND NOTCHING SHALL BE JUSTIFIED FOR ALTERNATE. CONTRACT SHALL REFLECT ANY PRICE CHANGES. THE ENGINEER OF RECORD SHALL BE REIMBURSED FOR ANY REVIEW TIME.ALL I JOISTS SHALL BE MANUFACTURED WITH LVL FLANGE MATERIAL. WEB MATERIAL SHALL BE EQUIVALENT TO PERFORMANCE PLUS® OSB. DIAPHRAGM CAPACITY AND NAILING LIMITATIONS OF ALTERNATE SHALL BE SUBSTANTIATED AS EQUIVALENT IN AN ICC-ES CODE EVALUATION REPORT.WHEN APPLICABLE, FLOOR PERFORMANCE OF ALTERNATE SHALL BE SUBSTANTIATED AS EQUIVALENT TO: TJ-PRO RATING OF 40.ALL TIMBERSTRAND® LSL RIM BOARD/BLOCKING SUBSTITUTIONS SHALL BE ICC-ES REPORT EVALUATED FOR USE AS RIM BOARD/BLOCKING AND/OR BE CROSS-PLY LAMINATED.ALL EQUIVALENT FIRE AND SOUND RATINGS FOR FLOOR/CEILING ASSEMBLIES SHALL BE SUBSTANTIATED IN AN ICC-ES CODE EVALUATION REPORT OR SIMILAR THIRD PARTY EVALUATION AS EQUIVALENT TO TJI JOIST ASSEMBLIES. WALL SHEATHING WALL SHEATHING SHALL BE MINIMUM 15/32" THICK APA RATED PANELS, RATED FOR SPACING OF SUPPORTING MEMBERS. A MINIMUM 32/16 SPAN RATING IS RECOMMENDED. BLOCK ALL JOINTS.PROVIDE EXTERIOR OR EXPOSURE 1 GRADE. PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, AND LONG DIMENSION OF PANEL SHALL BE EITHER PERPENDICULAR OR PARALLEL TO SUPPORTS. FASTEN WALL SHEATHING WITH 8D NAILS SPACED AT 4" O.C. AT SUPPORTED EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS. LEAVE AN 1/8" GAP AT ALL END AND EDGE JOINTS TO ALLOW FOR EXPANSION. STAGGER END JOINTS OF PANELS. REFER TO PLAN AND NOTES FOR ANY SPECIAL SHEAR WALL NAILING AND BOLTING CONDITIONS. GYPSUM SHEATHING TO BE A MINIMUM OF 1/2" THICK FASTENED WITH 6D COOLER OR WALLBOARD NAILS AT 7" O.C. TO ALL FRAMING MEMBERS UNLESS NOTED OTHERWISE. ROOF SHEATHING ROOF SHEATHING SHALL BE MINIMUM 15/32" THICK APA RATED PANELS, RATED FOR SPACING OF SUPPORTING MEMBERS. A MINIMUM OF 40/20 SPAN RATING IS RECOMMENDED. PROVIDE PANEL CLIPS, ONE BETWEEN EACH SUPPORT, FOR SUPPORTS SPACED GREATER THAN 16" O.C.PROVIDE EXTERIOR OR EXPOSURE 1 GRADE. PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, AND LONG DIMENSION OF PANEL SHALL BE PERPENDICULAR TO SUPPORTS. FASTEN ROOF SHEATHING WITH 8D NAILS SPACED AT 4" O.C. AT SUPPORTED EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS.LEAVE AN 1/8" GAP AT ALL END AND EDGE JOINTS TO ALLOW FOR EXPANSION. DESIGN OF ROOF SHEATHING ASSUMES THAT THE ROOF WILL BE PROPERLY INSULATED AND VENTILATED. REFER TO APA PUBLICATION N335N "PROPER INSTALLATION OF APA RATED SHEATHING FOR ROOF APPLICATIONS." FLOOR SHEATHING FLOOR SHEATHING SHALL BE MINIMUM 23/32" THICK TONGUE AND GROOVE APA RATED PANELS, RATED FOR SPACING OF SUPPORTING MEMBERS. A MINIMUM OF 48/24 SPAN RATING IS RECOMMENDED. PROVIDE EXPOSURE 1 GRADE. PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, AND LONG DIMENSION OF PANEL SHALL BE PERPENDICULAR TO SUPPORTS. FASTEN SHEATHING WITH CONSTRUCTION ADHESIVE AND 8D NAILS SPACED AT 4" O.C. AT SUPPORTED EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS. LVL WOOD MEMBERS LVL MEMBERS NOTED ON DRAWINGS ARE ENGINEERED LAMINATED VENEER LUMBER AS MANUFACTURED BY THE WEYERHAEUSER COMPANY. ALTERNATE AT CONTRACTOR'S OPTION OF EQUAL DESIGN PROPERTIES.SIZES SHOWN ON PLAN ARE ACTUAL SIZE. PSL WOOD MEMBERS PSL MEMBERS NOTED ON DRAWINGS ARE ENGINEERED PARALLEL STRAND LUMBER AS MANUFACTURED BY THE WEYERHAEUSER COMPANY. ALTERNATE AT CONTRACTOR'S OPTION OF EQUAL DESIGN PROPERTIES.SIZES SHOWN ON PLAN ARE ACTUAL SIZE. LSL WOOD MEMBERS LSL MEMBERS NOTED ON DRAWINGS ARE ENGINEERED LAMINATED STRAND LUMBER AS MANUFACTURED BY THE WEYERHAEUSER COMPANY. ALTERNATE AT CONTRACTOR'S OPTION OF EQUAL DESIGN PROPERTIES.SIZES SHOWN ON PLAN ARE ACTUAL SIZE. ADHESIVE/EXPANSION ANCHORSADHESIVE AND EXPANSION ANCHORS SHALL BE PROVIDED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ADHESIVE ANCHORING SYSTEM TO BE HILTI HIT RE 500 ADHESIVE. CONCRETE SCREWS SHALL BE HILTI KWIK HUS-EZ. ALTERNATE ANCHORING SYSTEM MAY BE SUBMITTED FOR APPROVAL. "FAST SET EPOXY" IS NOT PERMITTED. REFERENCE DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.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.8/30/202312:05:19 PM08 Foundation DetailsPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05REVISION SCHEDULENumberDate Issued by UP UP SUMP w/SEALEDCOVER 16' - 0"28' - 0"26' - 0"70' - 0"17' - 2 3/4"7' - 9 1/4"9' - 5 1/2"9' - 4 1/2" 20' - 0"25' - 0"18' - 10" 2"7' - 10"38' - 2"16' - 0"8' - 0"70' - 0"9' - 2"7' - 7"8' - 3"4' - 8 3/4"4' - 0"32' - 2"5' - 0"12' - 0"14' - 10" 1' - 10 1/2"16' - 3" M.O.2' - 3"9' - 3" M.O.2' - 6 1/2" 8 1/2" 3' - 3" M.O1' - 0 1/2" 37' - 2"26' - 10" 64' - 0" 2"5' - 6 3/4"7' - 10 1/2"4' - 5 1/2"20' - 3 1/4"15' - 6 3/4"11' - 0 1/2"8' - 0 3/4"6' - 2 3/4"4' - 0 1/2"2' - 1 1/2"13' - 4 1/2"11' - 4"8' - 8 3/4"33 1/2"63 1/4" 19 3/4"63 1/4"8' - 4 1/4"5' - 10 1/2"6' - 1"13' - 5 1/2"20' - 0 3/4"2' - 5 1/2" 4' - 1"7' - 6 1/4"3' - 11 1/2"19' - 1 1/4"3' - 2"9' - 1"13' - 11"0101 0202 x60" 84" DBL. GLS DR. 001 x30" 80"002x30" 80" 004 x30" 80"005x72" 80"DBL. DR.003x36" 80" 006 x30" 80"007x36" 80" 008 - UNEXCAVATED - - UNEXCAVATED - BEDROOM #5 CPT FLR EXERCISE RM CPT FLR MECH / STOR. CONCRETE FLR FAMILY ROOM CPT FLR BATH LVT FLR WET BAR LVT FLR 6"6" LINEN ISLANDPATIO STAMPEDCONCRETE 2" SLAB LEDGE 2" SLAB LEDGE2" SLAB LEDGE2" SLAB LEDGE2" STONE LEDGE W.O.W.O.W.O. 4" LEDGE(2" INSUL./2" SLAB)4" LEDGE(2" INSUL./2" SLAB)48" VANITY 36"x60"FBRGLSSHOWERFAN SD/CO BI-PASS DRS.SMOKEDET.FURNWH F.D.SNKUPPER CAB.54 3/4"15"21"49"54 1/2"90"OverhangR&SLINE OF DECK ABOVE 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 NOTE:SOLID BLOCK ALL JOIST SPACESFIRE CAULK ALL PENETRATIONS IN SOLID BLOCK EXTERIOR THERMAL WALL: 2" RIGID INSULATION SYSTEM (R-10) APPLIED TO EXTERIORPROVIDE FLASHING DECK COLUMNS: 3/4" COMPOSITE WRAP TRD. PLYWOOD2x4 FRAMED BOX6x6 TRD. POST ON18" SONO TUBE @ 42"BELOW GRADE NOTE: MECHANICAL CONTRACTOR TO VERIFY ALL EQUIPMENT LOCATIONS NOTE:OPT. FLOOR OUTLETS FOR EXERCISE EQUIPMENT (VERIFY & DETERMINE LOCATIONS) DECK LANDING COLUMNS: 3/4" COMPOSITE WRAP 6x6 TRD. POST ON18" SONO TUBE @ 42"BELOW GRADE 2x6 BRG WALL2x6 BRG WALL2x6 WALL PINNED A.C. PAD GAS & ELECTRICSERVICE LOCATION8' - 0"12' - 0"4' - 0"4' - 0"15' - 0" 178 1 / 2 " 1 19 4 18 1 20 1 18 4 20 5 19 2 19 1 21 x44" 84" SHTRCK OP'NG 2 18 10 2 13' - 4 3/4" 31' - 4"5' - 6 1/2" 2x6 WALL 63' - 10" 29' - 2"8' - 0"2"2' - 10"2' - 2"16' - 0"6"27' - 6" 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.8/30/202312:05:21 PM09 Lower LevelPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05DIMENSIONS 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'-10" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED LOWER LEVEL NOTES:REVISION SCHEDULENumberDate Issued by UP UP BRG. 6" BRG. 6" - UNEXCAVATED - - UNEXCAVATED - BEDROOM #5 PATIO BATH EXERCISE RM FAMILY ROOM MECH / STOR. WET BAR 2)2x10 HDR 2)9-1/4" DROPPED LVL B'M2)2x10 HDR2)9-1/2" LVL CONT. B'M 2)2x10 FLUSH HDR2)2x10 FLUSH HDR2x6 BRG WALL 2x4 BRG WALL2x6 BRG WALL18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C.2x10 JOISTS@ 16" O.C.2x10 JOISTS@ 16" O.C.2x10 JOISTS@ 12" O.C.2)2x10 FLUSH HDR2)2x10 HDR2)2x10 HDR2)2x10 HDR18" FLOOR TRUSSES @ 19.2" O.C. 18" FLOOR TRUSSES @ 19.2" O.C. 2x10 TRD. LEDGER BD. 1 19 4 18 1 20 1 18 4 20 5 19 2 19 1 21 2 182x6 BRG WALL2x6 BRG WALL15' - 2 3/4" 13' - 4 3/4"11' - 0 1/2"8' - 0 3/4" NOTE:CROSS INDICATES MAIN LEVEL FLOOR TRUSSES KITCHEN ISLAND HVAC CHASE5-1/4" x 5-1/4" PSL 5-1/4" x 5-1/4" PSL 5-1/4" x 5-1/4" PSL 3)2x6 STUDS3)2x6 STUDS 2)9-1/4" TREATED FLUSH LVL B'M 2)9-1/4" TREATED FLUSH LVL B'M 2)2x10 FLUSH HDR2)2x10 FLUSH HDR NOTE:APPLY ACRYLIC ADHESIVE FLASHING TAPE OVER JOISTS (G TAPE OR SIMILAR) Finished 9 1/4"Finished9 1/4"DECK COLUMNS:3/4" COMPOSITE WRAP TRD. PLYWOOD2x4 FRAMED BOX6x6 TRD. POST ON12" BELL BOTTOM TO 18” TUBE @ 42"BELOW GRADE 6x6 TRD. POST 3 10 PIER #19' - 5"EMBEDMENT MIN.3' - 6"FRMG 6 3/4" FIN. 9 1/4"5/4"x12"11 1/4"2x10 TRD. JOISTS @ 16" O.C. COMPOSITE DECKING DECK COLUMNS:3/4" COMPOSITE WRAP TRD. PLYWOOD2x4 FRAMED BOX6x6 TRD. POST ON12" BELL BOTTOM TO 18” TUBE @ 42"BELOW GRADE 8"MIN. BELL DIA. 18" CONC. DIA. 12"TRD. 6x6 POSTSIMPSON ABU 66 POST BASE 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.8/30/202312:05:26 PM10 Lower Level StructuralPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05 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'-10" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED * ALL HEADERS TO BE: 2) 2x10 U.N.O. w/ 1) 2x6 BEARING @ EACH END U.N.O ** ALL BEARING POINTS TO BE CONTINOUS TO FOUNDATION w/ SQUASH BLOCKS structural notes:REVISION SCHEDULENumberDate Issued by 1 1/2" = 1'-0" 2 Plan View - Deck Columns 1/2" = 1'-0" 3 Section - Deck Column 12" o.c. max for 16' joist span. Temper Beam must be let-in to house. Post not aligned with point loads from window above, align support posts and blocking with point loads above. BWPs Above R RR RR RR R R R R RRR R R R R R R R R R BEDROOM #5 PATIO BATH EXERCISE RM MECH / STOR. WET BAR FAMILY ROOM - 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.8/30/202312:05:27 PM11 Lower Level Recessed CanLayoutPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05 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 UP DN 8' - 0"38' - 0"8' - 0"16' - 0"26' - 0"44' - 0"3' - 0"2' - 0"8' - 0"8' - 0"2' - 6"4' - 6"4' - 6"2' - 6"2' - 6"2' - 6"3' - 0"12' - 0" 32' - 0"5' - 0"12' - 0"15' - 0" 37' - 0"27' - 0" 8' - 0"8' - 0"9' - 5 1/2"9' - 6 1/2" 20' - 0"9' - 0"16' - 0"19' - 0" 64' - 0"13' - 0"13' - 0"28' - 0"16' - 0"70' - 0"6 1/2"6 1/2"13' - 3"9' - 3"3' - 0"31' - 6" 5' - 6 1/2" 2' - 6 1/2"3' - 0" 6 1/2"6 1/2"4' - 0"4' - 0"3' - 10 3/4"12' - 9"21' - 4 1/4"70' - 0"16' - 5"7' - 11"4' - 0"11' - 8"15' - 8"24' - 4" 4' - 4"4' - 7"4' - 1 3/4"3"3" 6"6" 24"53 1/2"50"96"44 3/4"24"4' - 5 3/4"6' - 9 1/2"6' - 5 1/2"10' - 0"10' - 3 1/4"33 1/4"30"7' - 2 1/4"5' - 7 1/2"7' - 5 1/2"28 1/4"5' - 4 3/4"33"48"15"48"99"50 1/2"12"33"52"11"12' - 5 3/4"6' - 9 1/2"6' - 5 1/2"2' - 0 1/2"4' - 8 3/4"6' - 2"6' - 3 1/2"9' - 11"5' - 5 1/4" GARAGE CONCRETE FLR DINING RM WD FLR GREAT ROOM WD FLR FOYER WD FLR OFFICE WD FLR MUD RM LVT FLRW.I.C. LVT FLR PWDR RM LVT FLR PANTRY WD FLR KITCHEN WD FLR FRONT PORCH STAMPEDCONCRETE DECK COMPOSITEDECKING HORZ. METAL RAILING HORZ. METAL RAILING GARAGE WALLS: INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS LIVABLE AREA OVER GARAGE: -HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS.LINE OF UPPER LEVELx36" 96"FL GLS 110 x30" 96" 105 x30" 96" 109 x30" 96" 107 x36" 96"106x36" 96"ST'L DR104x42" 96"ENTRY DR.111103102 20181917 12 1615 1413 x36" 96"10111 11 081008070907 06 x72" 96" 2-PANEL PATIO DR 108 04040303 05 22 x72" 96"x180" 96" x36" 96" 2" STONE VENEER2" STONE VENEER 16'-0" x 8'-0" OVERHEAD DOOR9'-0" x 8'-0" OVERHEAD DOORST'L DRSHTRCK OPENINGSHTRCK OPENINGSHTRCK OPENINGF'PL HEARTHGAS FIREPLACEPER MFG. SPECS.36" RANGESNKDW 2-BIN TRASH 16" OVERHANGISLAND 48" REF./FRZ.FULL HGT CABINETUPPER CAB.HOOD VENTUPPER CAB.UPPER CAB.UPPER CAB. BENCH/HOOKS R&S 36" VAN. FANSD/CO BENCH (OPTIONAL)COLUMN CONSTRUCTION:2)10x10 WD COLUMN w/10x10 WD BEAM 10x10 WD BEAM 2x6 WALL 2x6 WALL 2x6 WALL 12" 12"HORZ. METAL RAILING20 MIN RATED A.C. PAD GAS & ELECTRICSERVICE LOCATION 1 19 4 18 1 20 1 18 4 20 5 19 2 19 1 21 4"x4" ST'L POST 2 18 193 13 1/2"HVAC CHASEHORZ. METAL RAILING 4' - 5 1/2"6' - 0"8' - 7"6"3' - 6"4' - 3"19' - 9"40 413"OPTIONAL TRANOMS 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.8/30/202312:05:30 PM12 Main LevelPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05WINDOW 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 @ 96" FROM FLOOR UNLESS NOTED MAIN LEVEL NOTES:REVISION SCHEDULENumberDate Issued by DN DN DN UP DN BRG. 3" BRG. 3" BRG. 6" BRG. 6" 6 1/2"6 1/2"6 1/2"6 1/2"ROOF TRUSSES @ 24" O.C.2)2x8 HDR @ 7'-6" FROM T.O.F.2)18" LVL B'M @ 7'-6" FROM T.O.F.2)11-1/4" LVL B'M @ 7'-6" FROM T.O.F. 2)2x8 HDR @ 7'-6" FROM T.O.F. 2)2x10 HDR2)2x10 HDR2)2x8 HDR2)2x10 HDR2)2x10 HDR2)2x8 HDR3)9-1/2" LVL B'M2)2x8 HDR2)9-1/2" LVL CONT. B'M 24" 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.14" FLOOR TRUSSES @ 19.2" O.C.2)16" DROPPED LVL B'M(B.O. B'M @ 8'-1 1/2" FROM M.L.)2)2x10 HDR FLUSH2)2x10 HDR FLUSH2)2x8 HDR LIVABLE AREA OVER GARAGE:-HEAT DUCT & SEWER WRAPPED & FOAMED-HOLD HEAT DUCT & SEWER TIGHT TO SUBFLOOR-18" BLOWN INSULATION (R-49) COLUMN CONSTRUCTION:2)10x10 WD COLUMN w/10x10 WD BEAM 10x10 WD BEAM PROPOSED FLOOR GIRDER TRUSS PER MFG. SPEC.BEARING POINTS TO REST ON GIRDER TRUSS BELOW GARAGE OFFICE FRONT PORCH FOYER W.I.C. MUD RM PANTRYPWDR RM KITCHEN GREAT ROOM DINING RM 2)16" FLUSH LVL B'M1 19 4 18 1 20 1 18 4 20 5 19 2 19 1 21 2 18 2x6 WALL HVAC CHASENOTE:CROSS INDICATES UPPER LEVEL FLOOR TRUSSES NOTE:CROSS INDICATES UPPER LEVEL FLOOR TRUSSES WET ROOM ABOVE HANGER SPECIFIED BY SUPPLIER2)2x6 STUDS2)2x6 STUDS2)2x6 STUDS 2)2x6 STUDS 5-1/4" x 5-1/4" PSL 5-1/4" x 5-1/4" PSL5-1/4" x 5-1/4" PSL 2)9-1/4" FLUSH LVL B'M 5-1/4" x 5-1/4" PSL 5-1/4" x 5-1/4" PSL 5-1/4" x 5-1/4" PSL 3)2x6 STUDS3)2x6 STUDS2)2x8 HDRBEARING POINTS TO REST ON GIRDER TRUSS BELOW BEARING POINTS TO REST ON GIRDER TRUSS BELOW 2)2x6 STUDS3)2x6 STUDS 5-1/4" x 5-1/4" PSL 5-1/4" x 5-1/4" PSL 2)2x6 STUDS2)2x6 STUDS 5-1/4" x 5-1/4" PSL 2)2x6 STUDS 1-1/2" x 5-1/2" LVL VERSA - STUDS @ 16" O.C.PROVIDE 2) KING STUDS @ EACH OPENING w/BLOCKING @ ALL PANEL EDGES1-1/2" x 5-1/2" LVL VERSA - STUDS @ 16" O.C.PROVIDE 2) KING STUDS @ EACH OPENING w/BLOCKING @ ALL PANEL EDGESBACKSPAN6' - 0"C8 x 11.5 "C" CHANNEL STRINGER FOR END CHANNEL w/END PLATE(1/4" END PLATE ON CHANNEL w/ 2) 3/4" DIA, BOLTS)2) 9 1/4" LVLBEARING POINTS TO REST ON GIRDER TRUSS BELOW DECK BRG.3"3)9-1/2" LVL B'MDRAWN 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.8/30/202312:05:31 PM13 Main Level StructuralPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05 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 @ 96" FROM FLOOR UNLESS NOTED * ALL HEADERS TO BE: 2) 2x10 U.N.O. w/ 1) 2x6 BEARING @ EACH END U.N.O structural notes:REVISION SCHEDULENumberDate Issued by Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. Tempered glass required on active leaf side of door. BWPs Above PFH PFH 6 6 6 6 6 8 DN RRR RR RR RR R R R R R RRR RRR R RR RR R R R R R R R R R R R RRR GARAGE FRONT PORCH DINING RM KITCHEN GREAT ROOM PWDR RMPANTRY MUD RM W.I.C. OFFICE FOYER DECK 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.8/30/202312:05:32 PM14 Main Level Recessed CanLayoutPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05 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 DN 10' - 0"16' - 0"19' - 0" 45' - 0" 6 1/2"6 1/2"2' - 11 3/4"16' - 0 1/4"9' - 9"8' - 8 1/2"19' - 6 1/2"8' - 0"38' - 0"8' - 0"54' - 0"6 1/2"6 1/2" 13' - 0"2' - 6"2' - 6"3' - 0"12' - 0" 18' - 0"12' - 0"15' - 0" 45' - 0" 6 1/2"6 1/2"6 1/2"6 1/2"28' - 0"23' - 0"3' - 0"54' - 0"9' - 1 1/4"3' - 6 1/2"9' - 4"5' - 9 1/2"2' - 0 3/4"7' - 2"8' - 0" 12' - 7 3/4"5' - 8 1/2"3' - 7 1/4"5' - 9 3/4"1' - 10 1/2"7' - 0 1/4"8' - 4" 10' - 6 1/4"5' - 2 1/2"6' - 7"5' - 4 1/2"7' - 3 3/4"7' - 10 1/4"8' - 5 1/2"4' - 0 1/2"4' - 4 1/2"6' - 9 1/2"6' - 5 3/4"56 3/4"37 1/2"15' - 10 1/4"12' - 6"4' - 4 1/2"6' - 9 1/2"5' - 8 1/4"5' - 9 1/2"4' - 2 3/4"4' - 2 3/4"4' - 0 1/2"7' - 10 1/4"4' - 2 3/4"4' - 2 3/4"4' - 0 1/2"OWNER'S SUITE CPT FLR OWNER'S CLOSET CPT FLR BEDROOM #2 CPT FLR OWNER'S BATH TILE LFR WET RM TILE FLR WIC #2 CPT FLR BATH #2 LVT L'DRY LVT FLR BEDROOM #4 CPT FLR WIC #4 CPT FLR WIC #3 CPT FLR J&J BATH LVT FLR BEDROOM #3 CPT FLR LOFT CPT FLRSTAIRCASEHALLWAY CPT FLR BOX VAULT 12" UPSET 56 1/2"24"36"54"37 1/2"54"ISLAND x36" 80" 204 x30" 80"203x30" 80" 202 x30" 80" 213 x30" 80" 201 x30" 80" 212 x30" 80"PKT DR. 215 x30" 80" 209x30" 80"210x30" 80"211x30" 80"PKT DR.206x30" 80"PKT DR.207x30" 80" 208 x48" 80"DBL. DR. 205 23 25 24 26 27 28 35 3130 29 33 34 39 37 3836 32 x30" 80"PKT DR. 214 R&S R&S 106" VANITY FAN 36"x60"FBRGLSSHOWER FAN SMOKEDET. SD/CO SD/CO BI-PASS DRS.BUILT-IN (OPT)HORZ. METAL RAILING33"48"15"48"99"50 1/2"12"37"52"11" SMOKEDET. SMOKEDET. SMOKEDET. FAN SNKUPPER CAB.WSHR w/FLOORDRAIN DRYER FAN32"x48"FBRGLSSHWR42" VAN. ATTICACCESS FAN 97" VAN.30" x 80"HVY GLS DR/PANELTRENCH DRAIN36"x66" FREE-STANDING TUB 39" HALF-WALL 25 1/2"24"39" HALF-WALL24" x 80"HVY GLS DR/PANEL2x6 WALL 2x6 WALL2x6 WALL2x6 WALL2x6 WALL2x6 WALL2x6 WALLR&S CUSTOM SHELVING 2x6 WALLCUSTOM ZERO-ENTRY TILE SHOWER NOTCH TRUSSES 3" CROSS HATCH INDICATES FLOOR TRUSSES 1 19 4 18 1 20 1 18 4 20 5 19 2 19 1 21 2 18 /(SEE 3 A20) 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.8/30/202312:05:35 PM15 Upper LevelPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05WINDOW 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 @ 8'-1 1/8" UNLESS NOTEDT.O. WINDOW FRAMES SET @ 84" FROM FLOOR UNLESS NOTED upper LEVEL NOTES:REVISION SCHEDULENumberDate Issued by DN 30"121 1/2"30"30"119"30" 12" UPSET OWNER'S SUITE OWNER'SCLOSET WET RM OWNER'SBATH BEDROOM #2 WIC #2BATH #2 HALLWAY LOFT STAIRCASE BEDROOM #3 J&J BATH L'DRY BEDROOM #4 WIC #3 WIC #4 6 1/2"6 1/2" 6 1/2"6 1/2"6 1/2"6 1/2"6 1/2"6 1/2"BOX VAULT PROPOSED GIRDER TRUSS BY MFG SPEC. PROPOSED GIRDER TRUSS BY MFG SPEC.ROOF TRUSSES @ 24" O.C.2)2x10 HDR ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C.2)2x10 HDR2)2x8 HDR 2)2x10 HDR2)2x10 HDR2)9-1/4" LVL B'M2)2x10 HDR2)2x8 HDR 2)2x10 HDR2)2X10 HDR2)2x8 HDR 2)2x10 HDR 2)2x10 HDRATTICACCESS CROSS HATCH INDICATES FLOOR TRUSSES 1 19 4 18 1 20 4 20 5 19 2 19 1 21 PROPOSED GIRDER TRUSS BY MFG SPEC.ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. 2 18 /(SEE 3 A20) HANGER SPECIFIED BY SUPPLIER 5-1/4" x 5-1/4" PSL 5-1/4" x 5-1/4" PSL 2)2x6 STUDS3)2x6 STUDSPROPOSED GIRDER TRUSS BY MFG SPEC. 5-1/4" x 5-1/4" PSL 5-1/4" x 5-1/4" PSL5-1/4" x 5-1/4" PSL 3)2x6 STUDS5-1/4" x 5-1/4" PSL5-1/4" x 5-1/4" PSL PROPOSED GIRDER TRUSS BY MFG SPEC.PROPOSED GIRDER TRUSS BY MFG SPEC.3)2x6 STUDS PROPOSED GIRDER TRUSS BY MFG SPEC.2)2x6 STUDS 2)2x6 STUDS 3)2x6 STUDS 5-1/4" x 5-1/4" PSL 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.8/30/202312:05:36 PM16 Upper Level StructuralPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05 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 @ 84" FROM FLOOR UNLESS NOTED * ALL HEADERS TO BE: 2) 2x10 U.N.O. w/ 1) 2x6 BEARING @ EACH END U.N.O structural notes:REVISION SCHEDULENumberDate Issued by -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). Temper if within 60" of tub floor. Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. Temper if within 60" of floor. 6 6 8 8 8 8 DN R R R RRRRRRR R R R R R RR 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.8/30/202312:05:37 PM17 Upper Level Recessed CanLayoutPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05 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 Floor10' - 7 7/8" Roof18' - 9" Basement-10' - 4 3/4" T.O. Footing-10' - 8 1/4" B.O. Footing-11' - 4 1/4" Top of Foundation-1' - 8 1/4" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak25' - 8 5/8" Grade-2' - 2 1/4"T.O.F. to B.O. Header7' - 7 1/2"T.O.F. to B.O. Eng. Roof Trusses10' - 3 3/8"E.H.6"Ov'Hg 24" 13' - 0"13' - 0" 4" 12" F73' - 6"3' - 6"GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. PROPOSED 1/8" / 12" GARAGE SLAB SLOPE VERIFY WITH CONTRACTOR GARAGE GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE ROOF TRUSSESPER MFG. SPEC.6"Ov'Hg 24" F7 First Floor0' - 0" Second Floor10' - 7 7/8" Roof18' - 9" Basement-10' - 4 3/4" T.O. Footing-10' - 8 1/4" B.O. Footing-11' - 4 1/4" Top of Foundation-1' - 8 1/4" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak25' - 8 5/8" Grade-2' - 2 1/4" BEAM FLUSHPER MFG. SPEC. 2X10 TRD. JOISTS @ 12" O.C. w/G TAPE F5F2 F7 3' - 6"9' - 0"3' - 6"8' - 7 1/8"2' - 5 3/4"6"8' - 1 1/8"2' - 0 3/4"T.O.F. to B.O. Eng. Floor Trusses11' - 0 7/8"T.O.F. to B.O. Eng, Roof Trusses10' - 9 3/8"T.O.F. to Subfloor 30 1/2"121 1/2"30 1/2"12"BOX VAULT OWNER'S SUITEOWNER'SCLOSETHALLWAYJ&J BATHWIC #3 WIC #4 GARAGEMUD RM KITCHEN DINING RM BEDROOM #5BATHEXERCISE RM MECH / STOR. DECK Ov'Hg 48" 4" 12"4" 12" 4" 12"Ov'Hg 48" 16' - 0"27' - 0"24' - 0" Ov'hg 48" 4" 12" Ov'Hg 48"8' - 10"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4" 8' - 1 1/8"E.H.15 13/16"GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS TYPICAL SLAB CONSTRUCTION: 4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. PROPOSED 1/8" / 12" GARAGE SLAB SLOPE VERIFY WITH CONTRACTOR GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. HABITABLE SPACE OVER UNCONDITIONED SPACE REQUIRES HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED.HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO SUBFLOOR & 18" BLOWN INSULATION (R-49). 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. 183ROOF TRUSSESPER MFG. SPEC. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL 06 3 GIRDER TRUSSESPER MFG. SPEC.1 1/2"4/4" x 6"5 1/2"4/4" x 16"15 1/2"19 1/2"18"Overhang 4' - 0" COMPOSITE SOFFIT ENGINEERED ROOF TRUSS PER MFG. SPEC. 1/4" 12"METAL DRIP EDGE 5"x5" SQUARE GUTTER STRUCTURAL FASCIA OR LSL SUB-FASCIA PER MFG. SPEC. 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 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.8/30/202312:05:43 PM18 Cross SectionsPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05 1/4" = 1'-0" 1Cross Section - Garage 1/4" = 1'-0" 4Cross Section - Dining Rm/Garage 1" = 1'-0" 3Detail - Front Porch Cornice 1/4" = 1'-0" 2 Detail - Passive Radon System REVISION SCHEDULENumberDate Issued by First Floor0' - 0" Second Floor10' - 7 7/8" Roof18' - 9" Basement-10' - 4 3/4"T.O. Footing-10' - 8 1/4" B.O. Footing-11' - 4 1/4" Top of Foundation-1' - 8 1/4" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak25' - 8 5/8" Grade-2' - 2 1/4" F2F1 F7 3' - 6"T.O.F. to B.O. Eng. Roof Trusses10' - 3 3/8"E.H.6"Ov'Hg 24"7' - 0"28 7/16"71 1/16"28 7/16"29 3/8"73 3/8"22"18 Risers10' - 7 7/8"17 Risers10' - 4 3/4"9' - 0"9' - 0"8' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"8' - 10"6"E.H.15 13/16"8' - 1 1/8"45' - 0" Ov'Hg 24" 19' - 0" GARAGE BEDROOM #4WIC #3BEDROOM #3LOFT OFFICEFOYER MECH / STOR. WET BAR TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE ROOF TRUSSESPER MFG. SPEC. HABITABLE SPACE OVER UNCONDITIONED SPACE REQUIRES HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED.HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO SUBFLOOR & 18" BLOWN INSULATION (R-49). ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. PROPOSED GIRDER TRUSS PER MFG. SPEC. BEAM FLUSH TRUSS PER MFG. SPEC. BEAM FLUSH TRUSS PER MFG. SPEC. 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.20' - 5 1/4"E.H.7 13/16"Ov'Hg 48"4" 12" 4" 12" 8' - 0" First Floor0' - 0" Second Floor10' - 7 7/8" Roof18' - 9" Basement-10' - 4 3/4" T.O. Footing-10' - 8 1/4" B.O. Footing-11' - 4 1/4" Top of Foundation-1' - 8 1/4" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak25' - 8 5/8" Grade-2' - 2 1/4"28 7/16"71 1/16"28 7/16"29 3/8"73 3/8"22"18 Risers10' - 7 7/8"17 Risers10' - 4 3/4"8' - 10"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4" 8' - 1 1/8" 11"7 1/8"11"7 5/16"GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE F5F3 F9 3' - 6"9' - 0"3' - 0"20' - 5 1/4"Ov'Hg 24" 19' - 0"19' - 0" 4" 12"E.H.7 13/16"E.H.7 13/16"FAMILY ROOM GREAT ROOM BATH #2BEDROOM #2 STAIRCASE FRONTPORCH 12" TYPICAL 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 TYPICAL STAIRCASE LANDING CONSTRUCTION:2-2x8 HEADER3/4" PLYWOOD BACKING2x8 JOISTS @ 16" O.C.3/4" PLYWOOD 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC.9' - 8 3/8"13"10"10"8' - 10 3/8"18"ROOF TRUSSESPER MFG. SPEC. FRONT PORCH ROOF CONSTRUCTION:SELF-BITUMINOUS MEMBRANE w/ 3" END OVERLAP EXTEND MEMBRANE 24"-36" ABOVE ABUDDING WALLS3/4" OSB SHEATHING w/STEEL CLIPSENGINEERED ROOF TRUSSES SLOPED @ 1/4" / 12" @ 24" O.C. (PER MFG. SPEC.)COMPOSITE SOFFIT2 TIER COMPOSITE FASCIA 183 TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL BACKSPAN 6' - 0" 2)9-1/4" LVL C8 x 11.5 "C" CHANNEL STRINGER FOR END CHANNEL w/END PLATE (1/4" END PLATE ON CHANNEL w/ 2) 3/4" DIA, BOLTS) Ov'Hg 24"16' - 4 9/16"10' - 11 1/8"1' - 10"10' - 5 9/16"10' - 8 13/16"7' - 11 3/8"First Floor0' - 0" Second Floor10' - 7 7/8" Roof18' - 9" Basement-10' - 4 3/4"T.O. Footing-10' - 8 1/4"B.O. Footing-11' - 4 1/4" Top of Foundation-1' - 8 1/4" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Grade-2' - 2 1/4"3' - 6"F5 Ov'Hg 48" 8' - 0"8' - 0" 4" 12"8' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"8' - 10"30 1/2"119"30 1/2"12"E.H.15 13/16"BEDROOM #5 DINING RM OWNER'S SUITEBOX VAULT 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" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC. F1 9' - 0"Ov'Hg 48" First Floor0' - 0"10"106 3/8"10"3" 10"109 1/8"7 1/4"10"x10" TIMBER POSTS10"x10" TIMBER BEAM ST'L KNIFE PLATE CONNECTOR EMBEDDED IN CONCRETE PORCH w/ ANCHOR BOLTSWITH T-REX CONNECTOR THRU BOLTS THRU BOLTS 6 1/2" 10"3"10"6 1/2"10"1/2"10"x10" TIMBER POSTS10"x10" TIMBER POSTS THRU BOLTSTHRU BOLTS ST'L KNIFE PLATE CONNECTOR EMBEDDED IN CONCRETE PORCH w/ ANCHOR BOLTS WITH T-REX CONNECTOR. LINE OF 10x10 TIMBER BEAM 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.8/30/202312:05:49 PM19 Cross SectionsPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05 1/4" = 1'-0" 5Cross Section - Garage/Staircase 1/4" = 1'-0" 1Cross Section - Great Rm/Staircase 1/4" = 1'-0" 2 Cross Section - Dining Rm 3/4" = 1'-0" 4Detail - Timber Column/Beam 1 1/2" = 1'-0" 3Detail - Timber Columns REVISION SCHEDULENumberDate Issued by First Floor0' - 0" Second Floor10' - 7 7/8" Roof18' - 9" Basement-10' - 4 3/4" T.O. Footing-10' - 8 1/4" B.O. Footing-11' - 4 1/4" Top of Foundation-1' - 8 1/4" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Roof Peak25' - 8 5/8" Grade-2' - 2 1/4" F83' - 6"3' - 6"T.O.F. to B.O. Framing7' - 6 3/4"T.O.F. to T.O. Framing13' - 2 5/8"18"8' - 1 1/8"2' - 0 3/4"T.O.F. to B.O. Eng Floor Trusses10' - 3 3/8"T.O.F. to B.O. Header7' - 7 1/2"E.H.15 13/16"28' - 0"23' - 0" DECKGARAGE BEDROOM #4L'DRY GARAGE WALLS:INSULATE WALLS & CEILINGS5/8" TYPE-X GYP. BD. & FINISH TAPE ON ALL INTERIOR GARAGE WALLS & CEILINGS TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB PITCHED TOWARDS OVERHEAD DOOR SAND BED GRANULAR FILL GARAGE FLOOR:SLOPE GARAGE FLOOR TOWARDS OVERHEAD DOORS. SLOPE IN SLAB NOT SHOWN IN CROSS SECTIONS. PROPOSED 1/8" / 12" GARAGE SLAB SLOPE VERIFY WITH CONTRACTOR GRADE MUST BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL B.O. FOOTING @ MIN.42" BELOW GRADE ROOF TRUSSESPER MFG. SPEC.ROOF TRUSSESPER MFG. SPEC. 4" 12" 4" 12" BEAM FLUSHPER MFG. SPEC. 2X10 TRD. JOISTS @ 16" O.C. w/G TAPE 3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C. 202 20 3 HABITABLE SPACE OVER UNCONDITIONED SPACE REQUIRES HEAT DUCT & SEWER PIPES TO BE WRAPPED & FOAMED.HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO SUBFLOOR & 18" BLOWN INSULATION (R-49). F7 Ov'Hg 48" Ov'Hg 48" 3' - 0" First Floor0' - 0" Second Floor10' - 7 7/8" Roof18' - 9" Basement-10' - 4 3/4" T.O. Footing-10' - 8 1/4"B.O. Footing-11' - 4 1/4" Top of Foundation-1' - 8 1/4" First Floor Clg.9' - 1 1/8" Basement Clg.-1' - 6 3/4" Grade-2' - 2 1/4" F19' - 0"8' - 1 1/8"1' - 6 3/4"9' - 1 1/8"1' - 6 3/4"8' - 10"E.H.7 13/16"4" 12" Ov'Hg 24" 35' - 0" BATH FAMILY ROOM GREAT ROOM KITCHEN OWNER'SCLOSET OWNER'SBATHBEDROOM #2 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C. ROOF TRUSSESPER MFG. SPEC. 3/4" SUBFLOOR18" FLOOR TRUSSES @ 19.2" O.C.BEAM DROPPEDPER MFG. SPEC. BEAM DROPPEDPER MFG. SPEC. TYPICAL SLAB CONSTRUCTION:4" CONCRETE SLAB OVER POLY/VAPOR BARRIER OVER SAND BED GRANULAR FILL sheetrock Opening84"Sheetrock Opening96"Ov'Hg 24" F1 9' - 0"Overhang 18" COMPOSITE SOFFIT4/4" x 12"11 1/4"2x10 JOISTS @ 16" O.C. 1/4" 12" METAL DRIP EDGE 7/8" WEDGE BLOCK7/8"GARAGE CANOPY CONSTRUCTION: SELF-BITUMINOUS MEMBRANE w/ 3" END OVERLAP EXTEND MEMBRANE 24"-36" ABOVE ABUDDING WALLS3/4" OSB SHEATHING w/STEEL CLIPSWEDGE BLOCKING TO CREATE 1/4" / 12" SLOPE2x10 JOISTS @ 16" O.C. w/BLOCKING IN BETWEENCOMPOSITE SOFFITCOMPOSITE FASCIA 2' - 3 1/4"1' - 0 3/4" CANOPY HANGER DESIGN PER STRUCTURAL ENGINEER PROVIDE SOLID BACKING FOR CANOPY HANGER 2' - 0 3/4"10 1/2"2' - 11 1/4"3/4" SUBFLOOR24" FLOOR TRUSSES @ 19.2" O.C.2x6 FRAMING2x6 FRAMING3/4"METAL DRIP EDGE 3/4" WEDGE BLOCK GARAGE PARAPET CONSTRUCTION:SELF-BITUMINOUS MEMBRANE w/ 3" END OVERLAP EXTEND MEMBRANE 24"-36" ABOVE ABUDDING WALLS3/4" OSB SHEATHING w/STEEL CLIPSWEDGE BLOCKING TO CREATE 1/4" / 12" SLOPE2x6 FRAMING @ 16" O.C.EXTERIOR CLADDING PER PLAN EXTERIOR CLADDING PER 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.8/30/202312:05:55 PM20 Cross SectionsPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05 1/4" = 1'-0" 1Cross Section - Bdrm#4/L'dry 1/4" = 1'-0" 4Cross Section - Great Rm/Kitchen 1 1/2" = 1'-0" 2 Detail - Garage Canopy 1 1/2" = 1'-0" 3Detail - Garage Parapet REVISION SCHEDULENumberDate Issued by Upper Level Ceiling Height8' - 1 1/8"1' - 6 3/4"Main Level Ceiling Hieght9' - 1 1/8"1' - 6 3/4"Lower Level Ceiling Height8' - 10"3' - 6"Lower Level Window Frame Height7' - 0"Main Level Window Frame Height8' - 0"F5 F3 9' - 0"Lower Level Ceiling Height8' - 10"1' - 6 3/4"Main Level Ceiling Height9' - 1 1/8"1' - 6 3/4"Upper Level Ceiling Height8' - 1 1/8"E.H.7 13/16"4" 12" Overhang 24"Upper Level Window Frame Height7' - 0"Main Level Window Frame Height8' - 0"4" 12" Overhang 24" 06 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 LOOKOUTS2X8 SUB FASCIA w/ 4/4"x8" COMPOSITE FASCIA 5"x5" SQUARE GUTTERSCOMPOSITE VENTED SOFFITSCOMPOSITE FRIEZE BOARDSR-50 BLOWN INSULATION POLY VAPOR BARRIER5/8" GYP. BRD. CEILING 3/4" T&G PLYWOOD SUBFLOOR GLUED & SCREWED18" 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 ELEVATION HOUSE 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 & SCREWED18" 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 NOTED4" POURED CONCRETE SLAB VAPOR/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. CONCRETE - MASONARY WALL CEMENTITIOUS ADHESIVE/WATERPROOFING EXPANDED POLYSTRYRENE BOARD CEMENTITIOUS BASE COAT REINFORCED FIBERGLASS MESH CEMENTITIOUS BASE COAT FINISH 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.8/30/202312:06:01 PM21 Schedules & DetailsPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05D O O R S C H E D U L E Tag Door SizeDoor TypeQuantity Head HeightLevel Room Name Comments 001 60" x 84" Double Swing - Glass1 7' - 0"Basement FAMILY ROOM 002 30" x 80" Single - Swing1 6' - 8"Basement BEDROOM #5 003 72" x 80" Double Swing1 6' - 8"Basement BEDROOM #5 004 30" x 80" Single - Swing1 6' - 8"BasementBATH 005 30" x 80" Single - Swing1 6' - 8"BasementBATH 006 36" x 80" Single - Swing1 6' - 8"Basement FAMILY ROOM 007 30" x 80" Single - Swing1 6' - 8"Basement WET BAR 008 36" x 80" Single - Swing1 6' - 8"Basement MECH / STOR. 101 36" x 96" Single - Swing1 8' - 0"GradeGARAGE Steel Door 102 9'-0" x 8'-0" Overhead Garage Door - Sectional1 8' - 0"GradeGARAGE 103 16'-0" x 8'-0" Overhead Garage Door - Sectional1 8' - 0"GradeGARAGE 104 36" x 96" Single - Swing - Steel1 8' - 0"First Floor GARAGE 20 Min. Rated 105 30" x 96" Single - Swing1 8' - 0"First Floor MUD RM 106 36" x 96" Single - Swing1 8' - 0"First Floor MUD RM 107 30" x 96" Single - Swing1 8' - 0"First Floor PANTRY 108 72" x 96" Double Sliding - Glass1 8' - 0"First Floor DINING RM 109 30" x 96" Single - Swing1 8' - 0"First FloorFOYER 110 36" x 96" Single - Swing - Glass1 8' - 0"First FloorFOYER 111 42" x 96" Single - Swing - Glass1 8' - 0"First Floor FRONT PORCH 201 30" x 80" Single - Swing1 6' - 8"Second Floor BEDROOM #4 202 30" x 80" Single - Swing1 6' - 8"Second Floor BEDROOM #4 203 30" x 80" Single - Swing1 6' - 8"Second Floor HALLWAY 204 36" x 80" Single - Swing1 6' - 8"Second Floor HALLWAY 205 48" x 80" Double Swing1 6' - 8"Second Floor HALLWAY 206 30" x 80" Pocket - Single1 6' - 8"Second Floor OWNER'S CLOSET 207 30" x 80" Pocket - Single1 6' - 8"Second Floor OWNER'S SUITE 208 30" x 80" Single - Swing1 6' - 8"Second Floor OWNER'S BATH 209 30" x 80" Single - Swing1 6' - 8"Second Floor LOFT 210 30" x 80" Single - Swing1 6' - 8"Second Floor WIC #2 211 30" x 80" Single - Swing1 6' - 8"Second Floor BEDROOM #2 212 30" x 80" Single - Swing1 6' - 8"Second Floor LOFT 213 30" x 80" Single - Swing1 6' - 8"Second Floor BEDROOM #3 214 30" x 80" Pocket - Single1 6' - 8"Second Floor J&J BATH 215 30" x 80" Pocket - Single1 6' - 8"Second Floor J&J BATH Grand total: 34 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 01 36" x 66"Casement2 7' - 0"BasementBEDROOM #5 02 48" x 66"Fixed2 7' - 0"BasementPATIO 22 48" x 24"Fixed1 7' - 6"Top of Foundation GARAGE 03 36" x 18"Awning2 2' - 0"First FloorDECK 04 36" x 72"Fixed2 8' - 0"First FloorDECK 05 48" x 18"Awning1 2' - 0"First FloorDINING RM 06 48" x 72"Fixed1 8' - 0"First FloorDINING RM 07 48" x 18"Awning2 2' - 0"First FloorGREAT ROOM 08 48" x 72"Fixed2 8' - 0"First FloorGREAT ROOM 09 60" x 18"Fixed1 2' - 0"First FloorGREAT ROOM 10 60" x 72"Fixed1 8' - 0"First FloorGREAT ROOM 11 48" x 24"Fixed2 8' - 0"First FloorGREAT ROOM 12 30" x 72"Fixed1 8' - 0"First FloorFOYER 13 54" x 72"Fixed1 8' - 0"First FloorFRONT PORCH 14 30" x 72"Fixed1 8' - 0"First FloorFOYER 15 30" x 18"Awning1 2' - 0"First FloorFRONT PORCH 16 30" x 72"Casement1 8' - 0"First FloorFRONT PORCH 17 54" x 18"Fixed1 2' - 0"First FloorOFFICE 18 54" x 72"Fixed1 8' - 0"First FloorOFFICE 19 30" x 18"Awning1 2' - 0"First FloorOFFICE 20 30" x 72"Casement1 8' - 0"First FloorOFFICE 40 48" x 24"Transom1 8' - 0"First FloorDINING RMOptional 41 48" x 24"Transom1 8' - 0"First FloorDINING RMOptional 23 30" x 66"Casement1 7' - 0"Second FloorOWNER'S SUITE 24 54" x 66"Fixed1 7' - 0"Second FloorOWNER'S SUITE 25 30" x 66"Casement1 7' - 0"Second FloorOWNER'S SUITE 26 48" x 66"Fixed1 7' - 0"Second FloorWET RM 27 30" x 66"Casement1 7' - 0"Second FloorBEDROOM #2 28 30" x 66"Casement1 7' - 0"Second FloorBEDROOM #2 29 30" x 66"Fixed1 7' - 0"Second FloorSTAIRCASE 30 54" x 66"Fixed1 7' - 0"Second FloorSTAIRCASE 31 30" x 66"Fixed1 7' - 0"Second FloorSTAIRCASE 32 42" x 66"Fixed1 7' - 0"Second FloorLOFT 33 30" x 66"Casement1 7' - 0"Second FloorBEDROOM #3 34 54" x 66"Fixed1 7' - 0"Second FloorBEDROOM #3 35 30" x 66"Casement1 7' - 0"Second FloorBEDROOM #3 36 36" x 24"Fixed1 7' - 0"Second FloorWIC #4 37 30" x 66"Casement1 7' - 0"Second FloorBEDROOM #4 38 54" x 66"Fixed1 7' - 0"Second FloorBEDROOM #4 39 30" x 66"Casement1 7' - 0"Second FloorBEDROOM #4 Total Windows: 47 1/2" = 1'-0" 1Detail - Typical Wall Section REVISION SCHEDULENumberDate Issued by 1" = 1'-0" 3 Detail - Exterior Insulation Finish System UP DN DN DN UPDN DN 260 SF PATIO 1004 SF LOWER LEVEL 203 SF MECH 183 SF EXERCISE RM 372 SF DECK 1488 SF MAIN LEVEL 857 SF GARAGE 120 SF FRONT PORCH 1699 SF UPPER LEVEL 117 SFSTAIRSABBREVIATIONS 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"11' - 0"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 AL 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. 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.8/30/202312:06:05 PM22 Square FootageCalculationsPFC-White Oak Model-CDWhite Oak ModelHandcrafted Custom Homesnick@pfcbuilders.comjack@pfcbuilders.com 612.810.625508.28.2023SMMBerres Ridge8th AdditionBlock 02 Lot 05S Q. F T G. C A L C S. Name Sq. Ftg.Level Area Type SPORT COURT (OPT)Not Enclosed Basement Additional Sq. Ftg. EXERCISE RM 183 SF Basement Additional Sq. Ftg. STAIRS 117 SF Second Floor Additional Sq. Ftg. Additional Sq. Ftg.300 SF LOWER LEVEL 1004 SF Basement Finished Sq. Ftg. MAIN LEVEL 1488 SF First Floor Finished Sq. Ftg. UPPER LEVEL 1699 SF Second Floor Finished Sq. Ftg. Finished Sq. Ftg.4191 SF PATIO 260 SF Basement Outdoor Sq. Ftg. DECK 372 SF First Floor Outdoor Sq. Ftg. FRONT PORCH 120 SF First Floor Outdoor Sq. Ftg. Outdoor Sq. Ftg.752 SF GARAGE 857 SF First Floor Unconditioned Sq. Ft. Unconditioned Sq. Ft.857 SF MECH 203 SF Basement Unfinished Sq. Ft. Unfinished Sq. Ft.203 SF 1" = 20'-0" 4 Preliminary Site Plan REVISION SCHEDULENumberDate Issued by architectural design & draftingbirchhd@hotmail.com architectural design & draftingbirchhd@hotmail.com architectural design & draftingbirchhd@hotmail.com architectural design & draftingbirchhd@hotmail.com Project Name: Dave Clemens Lakeville Barres Ridge Addition Address: 19774 Henning Avenue, 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:3,251 Cooled square footage:2,275 Heated volume (above grade CF):23,183 Cooled volume (above grade CF):20,475 Exposed wall area (SF):2,858 Heating BTUH:73,393 Cooling BTUH:45,449 CFM:2,110 Sensible cooling:41,793 Latent cooling:3,656 SHR:0.92 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: Furnace Ducted Load Calculation 0 20,000 40,000 60,000 80,000 Cooling Heating BTUH HEATING LOADS SECTION AREA HEAT LOSS aboveGradeWalls 2,214 16,793 belowGradeWalls 546 2,385 ceilings 2,846 4,440 doors 72 1,460 ducts 0 13,665 floors 2,033 11,441 infiltration 0 6,240 skylights 0 0 windows 572 14,277 winterHumidification 0 2,691 Totals 73,393 COOLING LOADS SECTION AREA SENSIBLE LATENT AEDExcursion 0 0 0 aboveGradeWalls 2,214 4,544 0 appliances 0 5,446 358 belowGradeWalls 546 0 0 ceilings 2,846 2,275 0 doors 72 324 0 ducts 0 6,254 1,000 floors 2,033 1,746 0 infiltration 0 541 797 occupants 0 1,380 1,200 plants 0 0 300 skylights 0 0 0 windows 572 19,283 0 winterHumidification 0 0 0 Totals 41,793 3,656 HEATING AND COOLING LOADS Heating Loads aboveGradeWalls 22.9% belowGradeWalls 3.2% ceilings 6% ducts 18.6% floors 15.6% infiltration 8.5% windows 19.5% winterHumidific… 3.7% Cooling Loads aboveGradeWalls 10% appliances 12.8% ceilings 5% ducts 16% floors 3.8% occupants 5.7% plants 0.7% windows 42.4% 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 30,000 BTUH Construction nr:15B11-0w-x U Value:0.099 Exposure:E Area:54 Heating BTUH:417 Cooling BTUH:0 Construction nr:15B11-0w-x U Value:0.099 Exposure:S Area:126 Heating BTUH:973 Cooling BTUH:0 Construction nr:12B-0s w U Value:0.097 Exposure:S Area:54 Heating BTUH:409 Cooling BTUH:126 Construction nr:12B-0s w U Value:0.097 Exposure:W Area:81 Heating BTUH:613 Cooling BTUH:189 Construction nr:12B-0s w U Value:0.097 Exposure:S Area:84 Heating BTUH:636 Cooling BTUH:196 Construction nr:12B-0s w U Value:0.097 Exposure:W Area:33 Heating BTUH:250 Cooling BTUH:77 Construction nr:12B-0s w U Value:0.097 Exposure:E Area:72 Heating BTUH:545 Cooling BTUH:168 Construction nr:12B-0s w U Value:0.097 Exposure:S Area:66 Heating BTUH:499 Cooling BTUH:154 Construction nr:12B-0s w U Value:0.097 Exposure:W Area:51 Heating BTUH:386 Cooling BTUH:119 Construction nr:15B11-0w-x U Value:0.099 Exposure:S Area:16 Heating BTUH:124 Cooling BTUH:0 Construction nr:15B11-0w-x U Value:0.099 Exposure:W Area:26 Heating BTUH:201 Cooling BTUH:0 Construction nr:15B11-0w-x U Value:0.099 Exposure:E Area:24 Heating BTUH:185 Cooling BTUH:0 Construction nr:15B11-0w-x U Value:0.099 Exposure:S Area:14 Heating BTUH:108 Cooling BTUH:0 Construction nr:12B-0s w U Value:0.097 Exposure:E Area:63 Heating BTUH:477 Cooling BTUH:147 COMPONENT LOADS ABOVE GRADE WALLS System generated wall - W 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - S 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - S Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - E Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - S Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - E Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - W Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - S Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - E Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - S 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - E 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - W 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - S 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - W Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. Construction nr:12B-0s w U Value:0.097 Exposure:S Area:123 Heating BTUH:931 Cooling BTUH:288 Construction nr:12B-0s w U Value:0.097 Exposure:E Area:72 Heating BTUH:545 Cooling BTUH:168 Construction nr:12B-0s w U Value:0.097 Exposure:S Area:66 Heating BTUH:499 Cooling BTUH:154 Construction nr:12B-0s w U Value:0.097 Exposure:S Area:63 Heating BTUH:477 Cooling BTUH:147 Construction nr:12B-0s w U Value:0.097 Exposure:W Area:63 Heating BTUH:477 Cooling BTUH:147 Construction nr:12B-0s w U Value:0.097 Exposure:S Area:114 Heating BTUH:863 Cooling BTUH:266 Construction nr:12B-0s w U Value:0.097 Exposure:W Area:105 Heating BTUH:794 Cooling BTUH:245 Construction nr:12B-0s w U Value:0.097 Exposure:E Area:15 Heating BTUH:113 Cooling BTUH:35 Construction nr:12B-0s w U Value:0.097 Exposure:N Area:117 Heating BTUH:885 Cooling BTUH:274 Construction nr:12B-0s w U Value:0.097 Exposure:W Area:84 Heating BTUH:636 Cooling BTUH:196 Construction nr:15B11-0w-x U Value:0.099 Exposure:W Area:10 Heating BTUH:77 Cooling BTUH:0 Construction nr:12B-0s w U Value:0.097 Exposure:N Area:63 Heating BTUH:477 Cooling BTUH:147 Construction nr:12B-0s w U Value:0.097 Exposure:E Area:90 Heating BTUH:681 Cooling BTUH:210 Construction nr:12B-0s w U Value:0.097 Exposure:S Area:177 Heating BTUH:1,339 Cooling BTUH:414 Construction nr:12B-0s w U Value:0.097 Exposure:S Area:66 Heating BTUH:499 Cooling BTUH:154 ABOVE GRADE WALLS System generated wall - S Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - W Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - SE Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - S Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - E Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - S Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - E Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - W Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - N Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - W Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - E 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - N Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - W Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - S Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - S Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. Construction nr:12B-0s w U Value:0.097 Exposure:W Area:81 Heating BTUH:613 Cooling BTUH:189 Construction nr:12B-0s w U Value:0.097 Exposure:N Area:108 Heating BTUH:817 Cooling BTUH:252 Construction nr:12B-0s w U Value:0.097 Exposure:W Area:33 Heating BTUH:250 Cooling BTUH:77 Construction nr:15B11-0w-x U Value:0.056 Area:54 Heating:236 Construction nr:15B11-0w-x U Value:0.056 Area:126 Heating:550 Construction nr:15B11-0w-x U Value:0.056 Area:48 Heating:210 Construction nr:15B11-0w-x U Value:0.056 Area:90 Heating:393 Construction nr:15B11-0w-x U Value:0.056 Area:72 Heating:314 Construction nr:15B11-0w-x U Value:0.056 Area:42 Heating:183 Construction nr:15B11-0w-x U Value:0.056 Area:114 Heating:498 Construction nr:4C Area:6 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:212 Construction nr:4C Area:12 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:424 Construction nr:4C Area:6 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:215 Construction nr:4C Area:12 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:431 Construction nr:4C Area:36 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,292 ABOVE GRADE WALLS System generated wall - E Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - N Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. System generated wall - W Frame Wall, Wood framing, R-11 cavity insulation, Stucco or Siding. BELOW GRADE WALLS System generated wall - W 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - S 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - S 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - E 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - W 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - S 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. System generated wall - E 8 inch brick, stone or concrete, Wood framing, R-11 cavity insulation, None board insulation. WINDOWS Default small windows for wall id 5079188 Window, NFRC rated, Low-e glass. Default medium windows for wall id 5079188 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079187 Window, NFRC rated, Low-e glass. Default medium windows for wall id 5079187 Window, NFRC rated, Low-e glass. Default large windows for wall id 5079187 Window, NFRC rated, Low-e glass. Construction nr:4C Area:12 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:424 Construction nr:4C Area:12 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:424 Construction nr:4C Area:12 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:431 Construction nr:4C Area:12 Exposure:E U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:372 Construction nr:4C Area:24 Exposure:E U Value:0.32 SHGC:0.68 Heating BTUH:599 Cooling BTUH:745 Construction nr:4C Area:6 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:212 Construction nr:4C Area:12 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:431 Construction nr:4C Area:4 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:100 Cooling BTUH:0 Construction nr:4C Area:48 Exposure:E U Value:0.32 SHGC:0.68 Heating BTUH:1,198 Cooling BTUH:1,490 Construction nr:4C Area:12 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:424 Construction nr:4C Area:12 Exposure:E U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:372 Construction nr:4C Area:24 Exposure:E U Value:0.32 SHGC:0.68 Heating BTUH:599 Cooling BTUH:745 Construction nr:4C Area:6 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:212 Construction nr:4C Area:6 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:212 Construction nr:4C Area:24 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:599 Cooling BTUH:848 Construction nr:4C Area:36 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,272 Construction nr:4C Area:6 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:215 Construction nr:4C Area:24 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:599 Cooling BTUH:861 Construction nr:4C Area:36 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,292 Construction nr:4C Area:6 Exposure:E U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:186 Construction nr:4C Area:12 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:431 WINDOWS Default small windows for wall id 5079692 Window, NFRC rated, Low-e glass. Default medium windows for wall id 5079692 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079653 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079896 Window, NFRC rated, Low-e glass. Default medium windows for wall id 5079896 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079907 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079563 Window, NFRC rated, Low-e glass. Default small windows for wall id 5078817 Window, NFRC rated, Low-e glass. Default medium windows for wall id 5079365 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079370 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079379 Window, NFRC rated, Low-e glass. Default medium windows for wall id 5079379 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079380 Window, NFRC rated, Low-e glass. Default small windows for wall id 5080149 Window, NFRC rated, Low-e glass. Default medium windows for wall id 5080149 Window, NFRC rated, Low-e glass. Default large windows for wall id 5080149 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079255 Window, NFRC rated, Low-e glass. Default medium windows for wall id 5079255 Window, NFRC rated, Low-e glass. Default large windows for wall id 5079255 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079319 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079808 Window, NFRC rated, Low-e glass. Construction nr:4C Area:12 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:431 Construction nr:4C Area:4 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:100 Cooling BTUH:0 Construction nr:4C Area:6 Exposure:E U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:186 Construction nr:4C Area:12 Exposure:E U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:372 Construction nr:4C Area:36 Exposure:E U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,117 Construction nr:4C Area:12 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:424 Construction nr:4C Area:6 Exposure:S U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:212 Construction nr:4C Area:6 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:150 Cooling BTUH:215 Construction nr:4C Area:12 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:431 Construction nr:4C Area:36 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:899 Cooling BTUH:1,292 Construction nr:4C Area:12 Exposure:W U Value:0.32 SHGC:0.68 Heating BTUH:300 Cooling BTUH:431 Construction nr:16B-50 ad U Value:0.02 Area:120 Heating BTUH:187 Cooling BTUH:120 Construction nr:16B-50 ad U Value:0.02 Area:58 Heating BTUH:90 Cooling BTUH:58 Construction nr:16B-50 ad U Value:0.02 Area:60 Heating BTUH:94 Cooling BTUH:60 Construction nr:16B-50 ad U Value:0.02 Area:96 Heating BTUH:150 Cooling BTUH:96 Construction nr:16B-50 ad U Value:0.02 Area:49 Heating BTUH:76 Cooling BTUH:49 Construction nr:16B-50 ad U Value:0.02 Area:120 Heating BTUH:187 Cooling BTUH:0 WINDOWS Default medium windows for wall id 5079808 Window, NFRC rated, Low-e glass. Default small windows for wall id 5078926 Window, NFRC rated, Low-e glass. Default small windows for wall id 5080099 Window, NFRC rated, Low-e glass. Default medium windows for wall id 5080099 Window, NFRC rated, Low-e glass. Default large windows for wall id 5080099 Window, NFRC rated, Low-e glass. Default small windows for wall id 5080100 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079476 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079475 Window, NFRC rated, Low-e glass. Default medium windows for wall id 5079475 Window, NFRC rated, Low-e glass. Default large windows for wall id 5079475 Window, NFRC rated, Low-e glass. Default small windows for wall id 5079874 Window, NFRC rated, Low-e glass. 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-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. Construction nr:16B-50 ad U Value:0.02 Area:225 Heating BTUH:351 Cooling BTUH:225 Construction nr:16B-50 ad U Value:0.02 Area:96 Heating BTUH:150 Cooling BTUH:96 Construction nr:16B-50 ad U Value:0.02 Area:49 Heating BTUH:76 Cooling BTUH:49 Construction nr:16B-50 ad U Value:0.02 Area:90 Heating BTUH:140 Cooling BTUH:0 Construction nr:16B-50 ad U Value:0.02 Area:380 Heating BTUH:593 Cooling BTUH:380 Construction nr:16B-50 ad U Value:0.02 Area:25 Heating BTUH:39 Cooling BTUH:25 Construction nr:16B-50 ad U Value:0.02 Area:48 Heating BTUH:75 Cooling BTUH:48 Construction nr:16B-50 ad U Value:0.02 Area:156 Heating BTUH:243 Cooling BTUH:156 Construction nr:16B-50 ad U Value:0.02 Area:361 Heating BTUH:563 Cooling BTUH:0 Construction nr:16B-50 ad U Value:0.02 Area:63 Heating BTUH:98 Cooling BTUH:63 Construction nr:16B-50 ad U Value:0.02 Area:336 Heating BTUH:524 Cooling BTUH:336 Construction nr:16B-50 ad U Value:0.02 Area:120 Heating BTUH:187 Cooling BTUH:120 Construction nr:16B-50 ad U Value:0.02 Area:144 Heating BTUH:225 Cooling BTUH:144 Construction nr:16B-50 ad U Value:0.02 Area:25 Heating BTUH:39 Cooling BTUH:25 Construction nr:16B-50 ad U Value:0.02 Area:225 Heating BTUH:351 Cooling BTUH:225 CEILINGS System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. System generated ceiling. Ceiling under attic or attic knee wall, Asphalt shingles, Dark, R-50. Construction nr:11 U Value:0.26 Area:24 Exposure:E Heating BTUH:487 Cooling BTUH:162 Construction nr:11 U Value:0.26 Area:24 Exposure:E Heating BTUH:487 Cooling BTUH:162 Construction nr:11 U Value:0.26 Area:24 Exposure:W Heating BTUH:487 Cooling BTUH:0 Construction nr:21A Area:189 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:398 Cooling BTUH:0 F Value:N/A Construction nr:19A-0cp Area:58 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:515 Cooling BTUH:96 F Value:N/A Construction nr:21A Area:120 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:253 Cooling BTUH:0 F Value:N/A Construction nr:21A Area:84 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:177 Cooling BTUH:0 F Value:N/A Construction nr:21A Area:132 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:278 Cooling BTUH:0 F Value:N/A Construction nr:19A-0cp Area:225 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:1,998 Cooling BTUH:372 F Value:N/A Construction nr:19A-0cp Area:96 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:852 Cooling BTUH:159 F Value:N/A Construction nr:21A Area:90 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:190 Cooling BTUH:0 F Value:N/A Construction nr:19A-0cp Area:380 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:3,374 Cooling BTUH:628 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 SKYLIGHTSSKYLIGHTS 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 Default doors for wall id 5079365 Wood Door, Solid Core with Wood Storm. Default doors for wall id 5079319 Wood Door, Solid Core with Wood Storm. Default doors for wall id 5078926 Wood Door, Solid Core with Wood Storm. FLOORS 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. 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. 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:48 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:426 Cooling BTUH:79 F Value:N/A Construction nr:21A Area:361 Heating U Value:0.027 Cooling U Value:0 Heating BTUH:760 Cooling BTUH:0 F Value:N/A Construction nr:19A-0cp Area:225 Heating U Value:0.295 Cooling U Value:0.295 Heating BTUH:1,998 Cooling BTUH:372 F Value:N/A EHLF:0.111 ESGF:0.061 ELG:827 Heating BTUH:6,633 Sensible BTUH:2,176 Latent BTUH:827 EHLF:0.118 ESGF:0.115 ELG:173 Heating BTUH:7,032 Sensible BTUH:4,078 Latent BTUH:173 Leakage Category:Semi-Tight NCFM Heating:97 NCFM Cooling:50 Heating BTUH:6,240 Sensible BTUH:541 Latent BTUH:797 Desired Indoor RH:40 Gallons Per Day:7.3 Heating BTUH:2,691 Nr. Occupants:6 Sensible BTUH:1,380 Latent BTUH:1,200 Nr. Occupants:6 Sensible BTUH:0 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 Color television Quantity:1 Sensible BTUH:0 Latent BTUH:0 FLOORS System generated floor. Floor over enclosed unconditioned crawl space or basement, no floor insulation, Carpet or hardwood. 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. 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 System generated ducts (above conditioned space) Attic - Radial INFILTRATION BLOWER MOTOR There are no components for this section. WINTER HUMIDIFICATION OCCUPANTS APPLIANCES Computer and monitor Quantity:1 Sensible BTUH:0 Latent BTUH:0 Light Fixture - 100W Quantity:3 Sensible BTUH:0 Latent BTUH:0 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 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:medium Quantity:5 Latent BTUH:0 Plant Size:large Quantity:5 Latent BTUH:0 Plant Size:small Quantity:5 Latent BTUH:50 APPLIANCES PLANTS Heated square footage:120 Cooled square footage:0 Heated volume (above grade CF):240 Cooled volume (above grade CF):0 Exposed wall area (SF):46 Total Cooling BTUH:0 Total Heating BTUH:1,926 CFM:31 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:90 Cooled square footage:0 Heated volume (above grade CF):180 Cooled volume (above grade CF):0 Exposed wall area (SF):0 Total Cooling BTUH:0 Total Heating BTUH:405 CFM:6 ROOM DETAIL Room name: Bath Lower Level Load Calculation 0 100 200 300 400 500 Cooling Heating BTUH Heated square footage:361 Cooled square footage:0 Heated volume (above grade CF):722 Cooled volume (above grade CF):0 Exposed wall area (SF):38 Total Cooling BTUH:0 Total Heating BTUH:3,156 CFM:52 ROOM DETAIL Room name: Family 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:132 Cooled square footage:0 Heated volume (above grade CF):264 Cooled volume (above grade CF):0 Exposed wall area (SF):0 Total Cooling BTUH:0 Total Heating BTUH:342 CFM:5 ROOM DETAIL Room name: Wet Bar Load Calculation 0 100 200 300 400 Cooling Heating BTUH Heated square footage:84 Cooled square footage:0 Heated volume (above grade CF):168 Cooled volume (above grade CF):0 Exposed wall area (SF):38 Total Cooling BTUH:0 Total Heating BTUH:1,292 CFM:21 ROOM DETAIL Room name: Mechanical Room Load Calculation 0 500 1,000 1,500 Cooling Heating BTUH Heated square footage:189 Cooled square footage:0 Heated volume (above grade CF):1,134 Cooled volume (above grade CF):0 Exposed wall area (SF):180 Total Cooling BTUH:0 Total Heating BTUH:3,646 CFM:60 ROOM DETAIL Room name: Stairwell Load Calculation 0 1,000 2,000 3,000 4,000 Cooling Heating BTUH Heated square footage:120 Cooled square footage:120 Heated volume (above grade CF):1,080 Cooled volume (above grade CF):1,080 Exposed wall area (SF):207 Total Cooling BTUH:4,779 Total Heating BTUH:4,249 CFM:238 ROOM DETAIL Room name: Dining Room 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 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 BTUH Heated square footage:380 Cooled square footage:380 Heated volume (above grade CF):3,420 Cooled volume (above grade CF):3,420 Exposed wall area (SF):351 Total Cooling BTUH:13,933 Total Heating BTUH:11,901 CFM:625 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 2,500 5,000 7,500 BTUHAED graph (fall) BTUH Average Average * 1.3 8 9 10 11 12 13 14 15 16 17 18 190 2,500 5,000 7,500 BTUH Heated square footage:225 Cooled square footage:225 Heated volume (above grade CF):2,025 Cooled volume (above grade CF):2,025 Exposed wall area (SF):0 Total Cooling BTUH:3,490 Total Heating BTUH:2,886 CFM:155 ROOM DETAIL Room name: Kitchen Load Calculation 0 1,000 2,000 3,000 4,000 Cooling Heating BTUH Heated square footage:48 Cooled square footage:48 Heated volume (above grade CF):432 Cooled volume (above grade CF):432 Exposed wall area (SF):0 Total Cooling BTUH:150 Total Heating BTUH:616 CFM:7 ROOM DETAIL Room name: Pantry Load Calculation 0 200 400 600 800 Cooling Heating BTUH Heated square footage:58 Cooled square footage:58 Heated volume (above grade CF):522 Cooled volume (above grade CF):522 Exposed wall area (SF):0 Total Cooling BTUH:181 Total Heating BTUH:744 CFM:9 ROOM DETAIL Room name: Powder Room Load Calculation 0 200 400 600 800 Cooling Heating 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:720 Total Heating BTUH:1,363 CFM:35 ROOM DETAIL Room name: Mud 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 18 190 100 200 300 BTUH Heated square footage:225 Cooled square footage:225 Heated volume (above grade CF):2,025 Cooled volume (above grade CF):2,025 Exposed wall area (SF):270 Total Cooling BTUH:4,786 Total Heating BTUH:7,778 CFM:237 ROOM DETAIL Room name: Foyer 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 1,000 2,000 3,000 BTUH Heated square footage:96 Cooled square footage:96 Heated volume (above grade CF):864 Cooled volume (above grade CF):864 Exposed wall area (SF):180 Total Cooling BTUH:3,164 Total Heating BTUH:4,286 CFM:157 ROOM DETAIL Room name: Office 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 1,000 2,000 BTUH Heated square footage:120 Cooled square footage:120 Heated volume (above grade CF):1,080 Cooled volume (above grade CF):1,080 Exposed wall area (SF):207 Total Cooling BTUH:4,529 Total Heating BTUH:3,992 CFM:225 ROOM DETAIL Room name: Owners Suite 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 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 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:520 Total Heating BTUH:1,570 CFM:24 ROOM DETAIL Room name: Owner WIC Load Calculation 0 500 1,000 1,500 2,000 Cooling Heating BTUH Heated square footage:49 Cooled square footage:49 Heated volume (above grade CF):441 Cooled volume (above grade CF):441 Exposed wall area (SF):63 Total Cooling BTUH:1,060 Total Heating BTUH:1,105 CFM:52 ROOM DETAIL Room name: Owners Bath Load Calculation 0 250 500 750 1,000 1,250 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 18 190 250 500 750 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):153 Total Cooling BTUH:2,117 Total Heating BTUH:2,717 CFM:104 ROOM DETAIL Room name: Bedroom 2 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 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 3,000 BTUH Heated square footage:49 Cooled square footage:49 Heated volume (above grade CF):441 Cooled volume (above grade CF):441 Exposed wall area (SF):126 Total Cooling BTUH:467 Total Heating BTUH:1,603 CFM:21 ROOM DETAIL Room name: Bedroom 2 Bath Load Calculation 0 500 1,000 1,500 2,000 Cooling Heating BTUH Heated square footage:63 Cooled square footage:63 Heated volume (above grade CF):567 Cooled volume (above grade CF):567 Exposed wall area (SF):63 Total Cooling BTUH:1,664 Total Heating BTUH:876 CFM:83 ROOM DETAIL Room name: Laundry Load Calculation 0 500 1,000 1,500 2,000 Cooling Heating BTUH Heated square footage:156 Cooled square footage:156 Heated volume (above grade CF):1,404 Cooled volume (above grade CF):1,404 Exposed wall area (SF):225 Total Cooling BTUH:2,511 Total Heating BTUH:3,508 CFM:123 ROOM DETAIL Room name: Bedroom 4 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 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 Heated square footage:0 Cooled square footage:0 Heated volume (above grade CF):0 Cooled volume (above grade CF):0 Exposed wall area (SF):0 Total Cooling BTUH:0 Total Heating BTUH:0 CFM: ROOM DETAIL Room name: J & J Bath Load Calculation -1.0 -0.5 0.0 0.5 1.0 Cooling Heating 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:974 Total Heating BTUH:844 CFM:48 ROOM DETAIL Room name: WIC 4 Load Calculation 0 200 400 600 800 1,000 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 18 190 250 500 750 BTUH Heated square footage:96 Cooled square footage:96 Heated volume (above grade CF):864 Cooled volume (above grade CF):864 Exposed wall area (SF):180 Total Cooling BTUH:2,978 Total Heating BTUH:3,238 CFM:147 ROOM DETAIL Room name: Bedroom 3 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 BTUH Heated square footage:336 Cooled square footage:336 Heated volume (above grade CF):3,024 Cooled volume (above grade CF):3,024 Exposed wall area (SF):333 Total Cooling BTUH:4,924 Total Heating BTUH:6,044 CFM:244 ROOM DETAIL Room name: Loft 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 1,000 2,000 3,000 BTUH 19558