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LA207875 - 16800 Cedar Ave Permit Pack
PB645581 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 DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 952-985-4499 fax www.lakevillemn.gov Sewer & Water Tie Card Address:________________________________________ Contractor:______________________________________ Permit Number:__________________________________ Final Date:________________ Street Drain-Tile:______ Size of Water Service: 1” Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME OF SEWER & WATER INSPECTION 220'-9 3 / 4 " 209'-8 1/2" COZY HOUSE DESIGN cozyhousedesign@outlook.com110MODELPLAN GA-008 (CUSTOM)DATEJOB NO.DRAWN BYSCALEPAGE TITLEPROJECTOVERVIEW10/21/2022THE BUILDER IS RESPONSIBLE FOR CHECKINGTHE DRAWINGS BEFORE CONSTRUCTION ANDADVISING THE DESIGNER OF ANY NECESSARYREVISIONS OR SUGGESTED CHANGES.ALL DIMENSIONS INDICATED ARE FOR FRAMINGPURPOSES AND ARE TO BE CONFIRMED ONSITE.FLOOR AREAS (SQ. FT.)MAIN: 676UPPER:TOTAL: 676BSMT:GARAGE: 676Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 10/21/2022dmathews COZY HOUSE DESIGN cozyhousedesign@outlook.com210MODELPLAN GA-008 (CUSTOM)DATEJOB NO.DRAWN BYSCALEPAGE TITLEFRONT & BACKELEVATIONS10/21/2022THE BUILDER IS RESPONSIBLE FOR CHECKINGTHE DRAWINGS BEFORE CONSTRUCTION ANDADVISING THE DESIGNER OF ANY NECESSARYREVISIONS OR SUGGESTED CHANGES.ALL DIMENSIONS INDICATED ARE FOR FRAMINGPURPOSES AND ARE TO BE CONFIRMED ONSITE.FLOOR AREAS (SQ. FT.)MAIN: 676UPPER:TOTAL: 676BSMT:GARAGE: 676SIDING 4" CORNER TRIM 4" TRIM AROUND DOORS AND WINDOWS ASPHALT SHINGLES FRONT ELEVATION 1/4"=1' E1E1 BACK ELEVATION 1/4"=1' E3E3 COZY HOUSE DESIGN cozyhousedesign@outlook.com310MODELPLAN GA-008 (CUSTOM)DATEJOB NO.DRAWN BYSCALEPAGE TITLELEFT & RIGHTELEVATIONS10/21/2022THE BUILDER IS RESPONSIBLE FOR CHECKINGTHE DRAWINGS BEFORE CONSTRUCTION ANDADVISING THE DESIGNER OF ANY NECESSARYREVISIONS OR SUGGESTED CHANGES.ALL DIMENSIONS INDICATED ARE FOR FRAMINGPURPOSES AND ARE TO BE CONFIRMED ONSITE.FLOOR AREAS (SQ. FT.)MAIN: 676UPPER:TOTAL: 676BSMT:GARAGE: 67612 1 TOP OF GARAGE SLAB 0' TOP OF PLATE 10 1/8'10'-1 1/8"HIGHEST RIDGE 13 3/4' 3'-8 1/8" RIGHT ELEVATION 1/4"=1' E4E4 LEFT ELEVATION 1/4"=1' E2E2 COZY HOUSE DESIGN cozyhousedesign@outlook.com410MODELPLAN GA-008 (CUSTOM)DATEJOB NO.DRAWN BYSCALEPAGE TITLEMAIN LEVEL PLAN10/21/2022THE BUILDER IS RESPONSIBLE FOR CHECKINGTHE DRAWINGS BEFORE CONSTRUCTION ANDADVISING THE DESIGNER OF ANY NECESSARYREVISIONS OR SUGGESTED CHANGES.ALL DIMENSIONS INDICATED ARE FOR FRAMINGPURPOSES AND ARE TO BE CONFIRMED ONSITE.FLOOR AREAS (SQ. FT.)MAIN: 676UPPER:TOTAL: 676BSMT:GARAGE: 676D03D03D03D03 W03W03 D01D01D02D02 4 4 4 E1E1 E2E2 E3E3 E4E4 S1S1 10'-8"18'-8"10'-8" 40'4'-6"9'8'-6"22'40'17'-6"4'-6"22'2'-8"2'-8"2'-8" 39'-0" X 21'-0" GARAGE FLOOR PLAN NOTES ALL DIMENSIONS ARE TO THE FRAMING OR MAIN LAYER. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS). MAIN FLOOR RENDER FOR ILLUSTRATION ONLY NO SCALE MAIN LEVEL PLAN 1/4" = 1' COZY HOUSE DESIGN cozyhousedesign@outlook.com510MODELPLAN GA-008 (CUSTOM)DATEJOB NO.DRAWN BYSCALEPAGE TITLEFOUNDATION PLAN10/21/2022THE BUILDER IS RESPONSIBLE FOR CHECKINGTHE DRAWINGS BEFORE CONSTRUCTION ANDADVISING THE DESIGNER OF ANY NECESSARYREVISIONS OR SUGGESTED CHANGES.ALL DIMENSIONS INDICATED ARE FOR FRAMINGPURPOSES AND ARE TO BE CONFIRMED ONSITE.FLOOR AREAS (SQ. FT.)MAIN: 676UPPER:TOTAL: 676BSMT:GARAGE: 676E1E1 E2E2 E3E3 E4E4 S1S1 40' 40'22'22'4 5 '-7 3 /4 " 16" x 8" FOOTING FOUNDATION RENDER FOR ILLUSTRATION ONLY NO SCALE FOUNDATION PLAN 1/4" = 1' FOUNDATION NOTES THIS FOUNDATION IS A GUIDELINE ONLY. FINAL FOUNDATION TYPE AND DIMENSIONS WILL DEPEND ON SOIL REPORT AND LOCAL AREA CODES COZY HOUSE DESIGN cozyhousedesign@outlook.com610MODELPLAN GA-008 (CUSTOM)DATEJOB NO.DRAWN BYSCALEPAGE TITLEROOF PLAN &FRAMING10/21/2022THE BUILDER IS RESPONSIBLE FOR CHECKINGTHE DRAWINGS BEFORE CONSTRUCTION ANDADVISING THE DESIGNER OF ANY NECESSARYREVISIONS OR SUGGESTED CHANGES.ALL DIMENSIONS INDICATED ARE FOR FRAMINGPURPOSES AND ARE TO BE CONFIRMED ONSITE.FLOOR AREAS (SQ. FT.)MAIN: 676UPPER:TOTAL: 676BSMT:GARAGE: 6761 : 121 3/4 X 11 7/8 X 206" LVL HEADER (3)1 3/4 X 11 7/8 X 206" LVL HEADER (3)1 3/4 X 11 1/4 X 100" LVL HEADER (3)2X10 X 41" HEADER (2)2X10 X 41" HEADER (2)R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R01R01 R05R05 R04R04 R03R03 R03R03 R03R03 R03R03 R03R03 R03R03 R05R05 R04R04 R02R02 R02R02 R02R02 R02R02 R02R02 R02R02 2' ROOF FRAMING SCHEDULE NUMBER NAME QTY NOMINAL LENGTH DESCRIPTION R01 ROOF TRUSS 21 307 1/2"ROOF TRUSS R02 RAFTER LOOKOUT 6 3 1/2 X 5 1/2 42 1/4"RAFTERS - LVL R03 RAFTER LOOKOUT 6 3 1/2 X 5 1/2 44"RAFTERS - LVL R04 SUBFASCIA 2 1 1/2 X 7 1/2 309 3/16"RAFTERS - LVL R05 SUBFASCIA 2 1 1/2 X 7 1/2 526 1/2"RAFTERS - LVL ROOF PLAN 3/16"=1' ROOF FRAMING 3/16"=1' R01R01 ROOF FRAMING RENDER FOR ILLUSTRATION ONLY NO SCALE ROOF FRAMING ROOF FRAMING IS FOR ILLUSTRATION ONLY. FINAL ROOF FRAMING AND COMPONENTS WILL BE DETERMINED BY BUILDER OR STRUCTURAL ENGINEER AND ABIDE BY LOCAL BUILDING CODES. ALL OVERHANGS 24". ALL ROOF FRAMING 24" O.C. PROPOSED ROOF FRAMING USES ROOF TRUSSES THAT SUPPORT BELOW LOADS: LIVE LOAD 40 PSF DEAD LOAD 15 PSF SNOW LOAD 35 PSF COZY HOUSE DESIGN cozyhousedesign@outlook.com710MODELPLAN GA-008 (CUSTOM)DATEJOB NO.DRAWN BYSCALEPAGE TITLESECTION & DETAIL10/21/2022THE BUILDER IS RESPONSIBLE FOR CHECKINGTHE DRAWINGS BEFORE CONSTRUCTION ANDADVISING THE DESIGNER OF ANY NECESSARYREVISIONS OR SUGGESTED CHANGES.ALL DIMENSIONS INDICATED ARE FOR FRAMINGPURPOSES AND ARE TO BE CONFIRMED ONSITE.FLOOR AREAS (SQ. FT.)MAIN: 676UPPER:TOTAL: 676BSMT:GARAGE: 6764" CONCRETE SLAB w/ CONTINUOUS PERIMETER THICKENED END SLAB 4" GRAVEL REINFORCING STEEL AS REQUIRED CAST-IN-PLACE ANCHOR BOLT UNDISTURBED SOIL VAPOR BARRIER SILL SEALER FLASHING RIGID INSULATION SECTION S1 1/4"=1' 12 1 BOTTOM OF FOOTING -1' TOP OF SUBFLOOR - FOUNDATION 0'1'TOP OF PLATE 10 1/8'10'-1 1/8"HIGHEST RIDGE 13 3/4'3'-8 1/8"1'-4"8"2' FOUNDATION DETAIL COZY HOUSE DESIGN cozyhousedesign@outlook.com810MODELPLAN GA-008 (CUSTOM)DATEJOB NO.DRAWN BYSCALEPAGE TITLEWALL FRAMING10/21/2022THE BUILDER IS RESPONSIBLE FOR CHECKINGTHE DRAWINGS BEFORE CONSTRUCTION ANDADVISING THE DESIGNER OF ANY NECESSARYREVISIONS OR SUGGESTED CHANGES.ALL DIMENSIONS INDICATED ARE FOR FRAMINGPURPOSES AND ARE TO BE CONFIRMED ONSITE.FLOOR AREAS (SQ. FT.)MAIN: 676UPPER:TOTAL: 676BSMT:GARAGE: 676WALL FRAMING SCHEDULE NUMBER NAME QTY NOMINAL LENGTH DESCRIPTION W01 HEADER 3 1 3/4 X 11 1/4 100"HEADER - LVL W02 HEADER 6 1 3/4 X 11 7/8 206"HEADER - LVL W03 HEADER 4 2X10 41"HEADER - LUMBER W04 PLATE 2 2X6 185 1/2"TREATED FIR PLATE W05 PLATE 2 2X6 223 3/16"FIR PLATE W06 PLATE 2 2X6 241 5/16"FIR PLATE W07 PLATE 2 2X6 253"FIR PLATE W08 PLATE 2 2X6 264"FIR PLATE W09 PLATE 2 2X6 29 1/2"TREATED FIR PLATE W10 PLATE 1 2X6 30"TREATED FIR PLATE W11 PLATE 2 2X6 31"TREATED FIR PLATE W12 PLATE 2 2X6 469"FIR PLATE W13 PLATE 2 2X6 480"FIR PLATE W14 PLATE 1 2X6 480"TREATED FIR PLATE W15 TRIMMER 2 2X6 101"FIR STUD W16 TRIMMER 4 2X6 81 1/2"FIR STUD W17 TRIMMER 16 2X6 85 1/2"FIR STUD W18 WALL FRAMING 2 2X6 1 1/2"FIR STUD W19 WALL FRAMING 2 2X6 10 7/8"FIR STUD W20 WALL FRAMING 13 2X6 116 1/4"FIR STUD W21 WALL FRAMING 63 2X6 116 5/8"FIR STUD W22 WALL FRAMING 2 2X6 12 3/16"FIR STUD W23 WALL FRAMING 2 2X6 13 1/2"FIR STUD W24 WALL FRAMING 2 2X6 14 7/8"FIR STUD W25 WALL FRAMING 2 2X6 16 3/16"FIR STUD W26 WALL FRAMING 2 2X6 17 1/2"FIR STUD W27 WALL FRAMING 2 2X6 18 1/2"FIR STUD W28 WALL FRAMING 2 2X6 18 3/16"FIR STUD W29 WALL FRAMING 2 2X6 2 7/8"FIR STUD W30 WALL FRAMING 2 2X6 4 3/16"FIR STUD W31 WALL FRAMING 2 2X6 5 1/2"FIR STUD W32 WALL FRAMING 2 2X6 6 7/8"FIR STUD W33 WALL FRAMING 2 2X6 8 3/16"FIR STUD W34 WALL FRAMING 2 2X6 9 1/2"FIR STUD COMPLETE FRAMING RENDER FOR ILLUSTRATION ONLY NO SCALE EXTERIOR WALL FRAMING (VIEWED FROM OUTSIDE) COZY HOUSE DESIGN cozyhousedesign@outlook.com910MODELPLAN GA-008 (CUSTOM)DATEJOB NO.DRAWN BYSCALEPAGE TITLESCHEDULES10/21/2022THE BUILDER IS RESPONSIBLE FOR CHECKINGTHE DRAWINGS BEFORE CONSTRUCTION ANDADVISING THE DESIGNER OF ANY NECESSARYREVISIONS OR SUGGESTED CHANGES.ALL DIMENSIONS INDICATED ARE FOR FRAMINGPURPOSES AND ARE TO BE CONFIRMED ONSITE.FLOOR AREAS (SQ. FT.)MAIN: 676UPPER:TOTAL: 676BSMT:GARAGE: 676DOOR SCHEDULE 3D EXTERIOR ELEVATION NUMBER QTY DIMENSIONS DESCRIPTION HEADER D01 1 36"X80"X1 3/4" L EX EXT. HINGED-DOOR E21 2X10X41" (2) D02 1 36"X80"X1 3/4" R EX EXT. HINGED-DOOR E21 2X10X41" (2) D03 2 192"X84"X1 3/4"GARAGE-GARAGE DOOR P06 1 3/4X11 7/8X206" (3) WINDOW SCHEDULE 3D EXTERIOR ELEVATION NUMBER LABEL QTY DIMENSIONS DESCRIPTION HEADER W03 8076RS 1 96"X90"RS RIGHT SLIDING 1 3/4X11 1/4X100" (3) ELECTRICAL SCHEDULE 2D SYMBOL DESCRIPTION QTY 4-WAY SWITCH 3 PORCH LANTERN 5 SHOP LIGHT (LONG) [96 1/4W] 1 SINGLE POLE SWITCH 3 44 COZY HOUSE DESIGN cozyhousedesign@outlook.com1010MODELPLAN GA-008 (CUSTOM)DATEJOB NO.DRAWN BYSCALEPAGE TITLENOTES10/21/2022THE BUILDER IS RESPONSIBLE FOR CHECKINGTHE DRAWINGS BEFORE CONSTRUCTION ANDADVISING THE DESIGNER OF ANY NECESSARYREVISIONS OR SUGGESTED CHANGES.ALL DIMENSIONS INDICATED ARE FOR FRAMINGPURPOSES AND ARE TO BE CONFIRMED ONSITE.FLOOR AREAS (SQ. FT.)MAIN: 676UPPER:TOTAL: 676BSMT:GARAGE: 676 GENERAL NOTES EVERY EFFORT HAS BEEN MADE TO PROVIDE A COMPLETE AND ACCURATE PLAN. HOWEVER, THE DESIGNER ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS WHICH MAY AFFECT CONSTRUCTION. ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODES AND SHALL BE EQUAL IN ALL RESPECTS TO GOOD BUILDING PRACTICE. IT IS THE RESPONSIBILITY OF THE BUILDER TO CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS AND DETAILS PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER/BUILDER TO INSURE THAT CHANGES MADE TO THE CODE ARE COMPLIED WITH AND ALL AMENDMENTS ARE INCORPORATED IN THE CONSTRUCTION OF THIS PLAN. ALL WORK SHALL CONFORM TO LOCAL BUILDING CODES AND BY-LAWS WHICH MAY TAKE PRECEDENCE. BUILDER SPECIFICATIONS WILL TAKE PRECEDENCE OVER THE ONES INDICATED ROOF TRUSS SYSTEM LAYOUT TO BE PROVIDED BY OTHERS TELEPOSTS AND PADS ARE TO BE ENGINEERED BY OTHERS FOR LOAD AND REINFORCING SPECIFICATIONS FOUNDATION LATERAL SUPPORT DETAILS, WINDOW AND STAIRWELL BRACING TO BE DETERMINED BY OTHERS WINDOW SIZES SHOWN ARE NOMINAL. SUPPLIER SHALL PROVIDE ACTUAL ROUGH OPENINGS GARAGE HEADERS ARE 3 PLY - 1 3/4" X 11 7/8" LVL WINDOW HEADERS ARE 3 PLY - 1 3/4" X 11 1/4" LVL DOOR HEADERS ARE 2 PLY - 2" X 10" LUMBER FRAMING NOTES ALL FRAMING COMPONENT SIZES INDICATED ON THESE CONSTRUCTION DRAWINGS ARE GUIDELINES ONLY. ALL FINAL SIZES AND COMPONENTS TO BE DETERMINED BY BUILDER OR STRUCTURAL ENGINEER AND ABIDE BY LOCAL BUILDING CODES TYPICAL EXTERIOR WALL CONSTRUCTION EXTERIOR CLADDING OVER BUILDING WRAP 7/16" O.S.B SHEATHING 2 X 6 SPR. TOP (2) & BOTTOM PLATES WITH: - 2X6 SPR. STUDS @ 16" O.C. - R20 FIBERGLASS BATT INSULATION 6 MM VAPOR BARRIER 1/2" DRYWALL PAINT FINISH TYPICAL INTERIOR WALL CONSTRUCTION PAINT FINISH (BOTH SIDES) 1/2" DRYWALL (BOTH SIDES) 2 X 4 SPR. STUDS @ 16" O.C. TYPICAL GARAGE FOUNDATION MONOLITHIC SLAB 4" CONC. SLAB REINFORCED WITH 10M REBAR @ 16" O.C. BOTH WAYS 6" COMPACTED GRANULAR FILL TYPICAL ROOF CONSTRUCTION ROOF FINISH (STANDING SEAM METAL) BUILDING PAPER 1/2" O.S.B SHEATHING (W/ H-CLIPS) ON ROOF TRUSSES @ 24" O.C. R40 LOOSEFILL INSULATION (R34 FIBERGLASS BATT INSULATION TO VAULTED AREAS) 6 MM VAPOR BARRIER 1/2" GYPSUM C.D. BOARD NOTES: 1.IT IS THE RESPONSIBILITY OF THE OWNER AND OR BUILDER TOVERIFY ALL DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION.2. THESE PLANS ARE INTENDED FOR USE BY AN EXPERIENCED BUILDER.3. AN INEXPERIENCED BUILDER MAY NEED TO CONSULT OTHERPROFESSIONALS SUCH AS AN ENGINEER AND OR OTHER CONSULTANTS.4. USE OF THIS PLAN CONSTITIJTES BUILDER AND OR OWNER ACCEPTANCE OF THESE TERMS.5.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.6.2X4 WALLS ARE DRAWN 3.5" AND 2X6 WALLS ARE DRAWN 5.5".7. THIS PLANS HAS NOT BEEN ENGINEERED. SEE ENGINEERED PLAN BY OTHERS.8. THIS PLAN IS COPYRIGHTED BY ALLDRAFT UNLESS NOTED OTHERWISE -COPYRIGHT©2016UNAUTHORIZED USE OF THESE PLANS IS PROHIBITED BY LAW -OMCA 1996 . ' . 0 -I - 0 I <Xl ' N �n I I �N n "' I 0 - ' ""'r----I 0 - � (D I ' ' ' COPY RIGHT NOTICE: 1.THE OWNER AND OR BUILDER AGREE TO OBTIAN A LICENSE MAY HAVE BEEN PROVIDED TO ALLDRAFT FOR THE CREATION 0 2.THE OWNER AND OR BUILDER AGREE TO RESEARCH AND V OWNERSHIPS FOR ALL MATERIALS THAT THEY HAVE PROVIDED FOR ANY COPY RIGHTED MATERIAL THAT F THIS PLAN PRIOR TO CONSTRUCTION. ERIFY THE LEGALITY OF ALL COPY RIGHT TO ALLDRAFT. 3.THE OWNER AND OR BUILDER AGREE THAT ALLDRAFT IS NOT RESPONSIBLE FOR OBTAINING ANYCOPY RIGHT LICENSE AND AGREE TO HOLD HARMLESS, DEFEND AND INDEMNIFY ALLDRAFT FROMANY AND ALL LEGAL ACTIONS THAT MAY RESULT FROM THE CREATION OF THESE PL.ANS.4.USE OF THIS PLAN CONSTITUES ACCEPTANCE OF THESE TERMS BY THE OWNER AND OR BUILDER. r---I <D - • 'I'-2'-9 J.le')(9'-3 V4' .-,-I '-' ;a I J-J u, I �" 'i: � " I @ "' I <Xl :J .... 2'-:1 V.?'1t4·-11• in =..,.M-f,I -g >-0 I - @ '-'I ;a -I - 3'--ei"X7'-3 1/2" � ...... - u, ' -.' N 'io I " � >-I , 0 I 2'-:1"1(4"•11" J-J in r---I 0 � 9'-8"10'-5" , , 0 0 2'-4'H'-11 3/-V 1'-9')(2'-11 V2' SILL HEIGHT 2' -6" SILL HEIGHT 4' -0" 12'-2½" 1 1' CEILING MASTER BEDROOM CARPET 8'-s½" I. 1 1 1' CEILING OFFICE CARPET B 8 ro .. , 0 )J 8' 3" = ( ( ic ) I 1 1' CEILING M.BATHe en 3' -0"I. TILE � e'-6'"6'-B' 2X ALL �-0 \ □I z ;'!: 'j\ (/) w wm -tj-•• � CLOSET ' 1 1' CEILING @? W.I.C.2•-s•e-e• CARPET 36° OPENINGJ OJ I "' 48 -- -,re' 11' CEIL. i�i'BATH 0 I """/ en TILE 2' 6" 5'-9" \j .L, r---I 'ic-ro - � .. 0 I en N 60' o" 60'-0" 7'-o" ,.9'-6" 12'-5" 11 '-0" . ' • --' --13' r-0" 0 PA' "IO I 0 0 en @) 2'-S l/2'Mr.'-3 112' 3'-11 l/2")(6'-11 1/2' SILL HEIGHT 1'-10" SILL HEIGHT 1'-10" PA 5'-ID'llll'-11' I ' II 37'-1½" 1 1' CEILING LIVING/ DINING CARPET 1 B'-5" I,18' -8½" ,, 8 -�II W/C II �I 5'-2" 8'-0"5'-3" � I. I 7 7 _, --- 0 ,-7 �[JI I I D.W. I @) n 0 0 ;,<:, L _J Ul 1 1' CEILING OFFICE _, ---I 2'-r.•.,i;•-8" . -11' CEILING -CEILING11' e 2'--6""6'-B" CARPET PANTRY BATH <D I co TILE TILE n I 1 1' CEILING KIT. TILE en �/ _, ---36" REF . :@)7 8'-3"� -@ -@ 12' -2½" ,([' 7½"I, = l!itl 13' -9½" 4'-7" )/-'1� 1 o'-o" -n 39" OPENI G �� 2-�a-� - , 48" OPENING � -� 3'--11'"6'-8' -23'-2½",4A, F"¾.. 8flt".... l'Jf x,� �"' .... I co __ '.:J (.,,,--""tj-I 0 � en <?,i -""3' 2½" -� � 11' CEILING I I� "$ HALLWAY I I� 1 1' CEILING GYM TIUE 88 TTf<5'-3" I I I 1o I, . ·1�'I � n 2'-8'..V-8' C -CARPET -� ia 11;' 1 1' CEILING LAUND. -$ ' iii iil TILE ""' I m co I I I " 5'-6½";;, 7'-11" ..-5' -1" I.6'-4"I. --w-/&-�-. z-� � _, '� 0 0 CLOSET CLOSET ' � -' N E) 1 o· -6" PR �•-ll'><li'-9' 3'-6" 1 1' CEILING BDRM#3 CARPET 14'-o" 14' -2½" 18'-1½" ' � nI ENTRY STOOP I. I n�1 1' CEILING ENTRY TILE � I 3'-0'"8'--D' 11 #1 8' O" 3'-6" 0 I tj- � ic-I ·1 1 o'-s" . ,, e 1 Q -6 PR ;J'--o-,,5'-8' 1 1' CEILING BDRM#2 CARPET 14'-o" I SILL HEIC HT 2'-6" 0 2'�X4'-U" ;;,::r---I 0 - 11 '-8" 60'-0" / ' I 22' 1 1½" 35• OPENING p ;,<:, p sf I �I (D "'W 7 1 1' CEILING "' "' I a�"' z "' ...? lp_ _J MOVIE THEATERIFAMILYRM.-', CARPET 11 \1 z <D I Ill' I a ;,-, I l1o ' � co I N 8-9 '7'e 3'-0'>di'-8' ,6 '0 I m 4'-o" �ct -',(§) 2'-6''6'-8' 11' CEILING MOTHER-IN-LAW BEDROOM () CARPET 0 � I 1 1' CEILING BATH TILE -::::: 0 7'-0" 15'-8" ·'-FANI) -SILL HEIG � t :0:: SILL HEIGHT 2' -6" 0 0 1'-U l/2"1(2'-11 112• 2'--4')(4'-7' 1 o· -9½" s'-9" REVISIONS A 01-28-2022B 02-14-2022 C 04-25-2022 D 10-06-2022E F G H ,, '.' 4'-6" ,. DOOR AND FRAME SCHEDULE ' ' DOOR ' SIZE MARK WD HGT 001 3' -0" 8' -0" ' 002 PR 6'-8" 3' -0" � <D I 003 2' -6" 6'-8" n-004 3' -o" 6' -8" 005 2' -6" 6'-8" I 006 2' -6" 6'-8" N N 007 2' -6" 6'-8" 0 I 008 2' -8" 6' -8" "' N 009 2' -6" 6'-8" 010 PR 6'-8" 3' -0" 011 3' -0" 6'-8" 012 2' -6" 6'-8" 013 3' -0" 6'-8" I 'io-I 0 -" � 2'-:!'X:Y- 014 3' -0" 6'-8" 015 2' -6" 6'-8" " "' I 016 2· -6" 6'-8" J J in 017 3' -0" 6'-8" 0 I � (D I 018 PR 8' -0" 5'-1 o" 'io 0 N I "' N l'-11 114"X:l'-:I' >-I C> ;a I WINDOW SCHEDULE J J in SIZE r---"' I I N 4'-0" co � I MARK WIDTH HEIGHT Style 001 2' -5" 4'-11" Casement -, _,r---ENTRY < �e l"100P 0 K� ·- tj-=N _, "' 002 1 '-11 2· -11 Casement 1 /2" 1 /2" 003 2' -4" 4' -7" Casement 3' -11 Casement 004 3/4" 5' -0" - Double N r---I 005 1 '-11 5' -5" Casement 1 / 4" co 006 2' -5" 5' -5" Casement • "'0 I ' -N �3'-11 3/4')(5'--0' >-n I I "" N w I n-- 007 3' -11 6' -11 Picture 1 /2" 1 /2" 008 2'-5 6'-3 Picture 1 /2" 1 /2" J in ' 009 1 '-9" 2· -11 Casement 1 /2" -I r----010 2' -4" 4' -11 Casement 3/4" ' 011 2'-8 8'-3 Picture 1 /2" 1 / 4" ' ' ' 012 2'-5 4'-11" Casement 1 /2" 013 3' -5" 7'-3 Casement 1 /2" 014 2' -5" 4'-11" Casement SQUARE FOOTAGE TABLE SPACE AREA MAIN FLOOR SF 3137.50 SF STORAGE SF 812.19 SF DRAWN BY FLATWORK ALLDRAFT FILE NAME SQUARE FOOTAGE CAD FILE DATE SPACE AREA 10-10-2022 SCALt ,, ENTRY STOOP # 1 32.00 SF 1/4" = J"-0 .,, ENTRY STOOP #2 16.00 SF PATIO 65.00 SF �ULL / A1 Smoke CO SmokeSmokeSmoke Smoke CO Smoke -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 10/24/2022dmathews NOTES: 1. IT IS THE RESPONSIBILITY OF THE OWNER AND OR BUILDER TO VERIFY ALL DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. 2. THESE PLANS ARE INTENDED FOR USE BY AN EXPERIENCED BUILDER.3. AN INEXPERIENCED BUILDER MAY NEED TO CONSULT OTHERPROFESSIONALS SUCH AS AN ENGINEER AND OR OTHER CONSULTANTS.4. USE OF THIS PLAN CONSTITIJTES BUILDER AND OR OWNER ACCEPTANCE OF THESE TERMS.5.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.6.2X4 WALLS ARE DRAWN 3.5" AND 2X6 WALLS ARE DRAWN 5.5".7. THIS PLANS HAS NOT BEEN ENGINEERED. SEE ENGINEERED PLAN BY OTHERS.8. THIS PLAN IS COPYRIGHTED BY ALLDRAFT UNLESS NOTED OTHERWISE -COPYRIGHT©2016UNAUTHORIZED USE OF THESE PLANS IS PROHIBITED BY LAW -OMCA 1996 COPY RIGHT NOTICE: 1.THE OWNER AND OR BUILDER AGREE TO OBTIAN A LICENSE FOR ANY COPY RIGHTED MATERIAL THATMAY HAVE BEEN PROVIDED TO ALLDRAFT FOR THE CREATION OF THIS PLAN PRIOR TO CONSTRUCTION.2.THE OWNER AND OR BUILDER AGREE TO RESEARCH AND VERIFY THE LEGALITY OF ALL COPY RIGHTOWNERSHIPS FOR ALL MATERIALS THAT THEY HAVE PROVIDED TO ALLDRAFT. 3.THE OWNER AND OR BUILDER AGREE THAT ALLDRAFT IS NOT RESPONSIBLE FOR OBTAINING ANYCOPY RIGHT LICENSE AND AGREE TO HOLD HARMLESS, DEFEND AND INDEMNIFY ALLDRAFT FROMANY AND ALL LEGAL ACTIONS THAT MAY RESULT FROM THE CREATION OF THESE PL.ANS.4.USE OF THIS PLAN CONSTITUES ACCEPTANCE OF THESE TERMS BY THE OWNER AND OR BUILDER. 0 I -,- 0 I r--- 0 I r--- . @ 2'-ll'X4'-II' ' . '' '' ' " � t I D, ' I � 26'-5" � I� 59' -7" ll ;:--:-I ,,..,. ,..,_ rill - a• HIGH PLATFORM � 4 · -1-1Y27 L sg•-�11 a II "' o�o 36" REF 39" OPENING 26' -8)!," f ' 0 I r--- 0 I r--- l_ f----- �- WINDOW SCHEDULE SIZE MARK WIDTH HEIGHT Style 015 2'-11" 4'-11" Casement 016 3'-9 2'-9 Casement 1 /2" 1 /2" REVISIONS A 01-28-2022 B 02-14-2022 C 04-25-2022 D 10-06-2022 E F G H DRAWN BY ALLDRAFT FILE NAME CAD FILE DATE JO-10-2022 SCALt 1/4" = J '-o u �ULL / A2 Opening may need to be larger for 6'6" minimum headroom clearance on spiral stair. Smoke NOTES: 1. IT IS THE RESPONSIBILITY OF THE OWNER AND OR BUILDER TO VERIFY ALL DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. 2. THESE PLANS ARE INTENDED FOR USE BY AN EXPERIENCED BUILDER.3.AN INEXPERIENCED BUILDER MAY NEED TO CONSULT OTHERPROFESSIONALS SUCH AS AN ENGINEER AND OR OTHER CONSULTANTS.4. USE OF THIS PLAN CONSTITIJTES BUILDER AND OR OWNER ACCEPTANCE OF THESE TERMS.5.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.6.2X4 WALLS ARE DRAWN 3.5" AND 2X6 WALLS ARE DRAWN 5.5". 7. THIS PLANS HAS NOT BEEN ENGINEERED. SEE ENGINEERED PLAN BY OTHERS.8. THIS PLAN IS COPYRIGHTED BY ALLDRAFT UNLESS NOTED OTHERWISE -COPYRIGHT©2016UNAUTHORIZED USE OF THESE PLANS IS PROHIBITED BY LAW -OMCA 1996 COPY RIGHT NOTICE: 1.THE OWNER AND OR BUILDER AGREE TO OBTIAN A LICENSE FOR ANY COPY RIGHTED MATERIAL THATMAY HAVE BEEN PROVIDED TO ALLDRAFT FOR THE CREATION OF THIS PLAN PRIOR TO CONSTRUCTION.2.THE OWNER AND OR BUILDER AGREE TO RESEARCH AND VERIFY THE LEGALITY OF ALL COPY RIGHTOWNERSHIPS FOR ALL MATERIALS THAT THEY HAVE PROVIDED TO ALLDRAFT. 3.THE OWNER AND OR BUILDER AGREE THAT ALLDRAFT IS NOT RESPONSIBLE FOR OBTAINING ANYCOPY RIGHT LICENSE AND AGREE TO HOLD HARMLESS, DEFEND AND INDEMNIFY ALLDRAFT FROMANY AND ALL LEGAL ACTIONS THAT MAY RESULT FROM THE CREATION OF THESE PL.ANS.4.USE OF THIS PLAN CONSTITUES ACCEPTANCE OF THESE TERMS BY THE OWNER AND OR BUILDER. s IDING PER _/ BUILDER LEFT ELEVATION 1 /411 = 1 1-011 i,Y LA' I I I I I I I I I I I I I I I METAL ROOFING PER BUILDER \ I I I I I aa aa aa 4" TRIM AROUND ALL DOORS AND WINDOWS TOP OF PLATE FIN. FLR. I I I I I I I I REAR ELEVATION 1 /411 = 1 1-011 FRONT ELEVATION 1 /411 = 1 1-011 □ □□ □□ □□ RIGHT ELEVATION 1 /411 = 1 1-011 OVERALL HEIGHT TOP OF ' -----� PLATE '° I FIN. FLR. OVERALL HEIGHT TOP OF PLATE FIN. FLR. " ,. � I -,. TOP OF PLATE FIN. FLR. 11'REVISIONS A 01-28-2022B 02-14-2022C 04-25-2022D 10-06-2022E F G H 'I j� .�, a!; I �I �- DRAWN BY ALLDRAFT FILE NAME CAD FILE DATE 10-10-2022 SCALt 1/4" = J"-0 .,, �ULL / A3 11' - 020'11'11'20'20' - 6 1/2"11' NOTES: 1. IT IS THE RESPONSIBILITY OF THE OWNER AND OR BUILDER TO VERIFY ALL DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. 2. THESE PLANS ARE INTENDED FOR USE BY AN EXPERIENCED BUILDER.3.AN INEXPERIENCED BUILDER MAY NEED TO CONSULT OTHERPROFESSIONALS SUCH AS AN ENGINEER AND OR OTHER CONSULTANTS.4. USE OF THIS PLAN CONSTITIJTES BUILDER AND OR OWNER ACCEPTANCE OF THESE TERMS.5.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.6.2X4 WALLS ARE DRAWN 3.5" AND 2X6 WALLS ARE DRAWN 5.5".7. THIS PLANS HAS NOT BEEN ENGINEERED. SEE ENGINEERED PLAN BY OTHERS.8. THIS PLAN IS COPYRIGHTED BY ALLDRAFT UNLESS NOTED OTHERWISE -COPYRIGHT©2016UNAUTHORIZED USE OF THESE PLANS IS PROHIBITED BY LAW -OMCA 1996 DOOR AND WINDOW HEADER SCHEDULE OPENING WIDTH 3' 4' 5' 6' 8' 1 Q' 12' 16' HEADER SIZE (2)2X8 HEM-FIR (2)2X8 HEM-FIR (2)2X8 HEM-FIR (2)2X10 HEM-FIR(3)2X10 HEM-FIR (2)1 -:! x 11 -e" ML (2)1 -:! x 11 -e" ML (2)1 -:! x 1 4" ML HEADERS BELOW A GIRDER TRUSS OR BELOW ANY ADDITIONAL POINT LOAD SHOULD BE REVIEWED BY AN ENGINEER. EGGRESS NOTES: EXTERIOR WALL PLUMBING NOTES: NO P TRAPS, WATER OR HEAT LINES ALLOWED IN OUTSIDE WALLS, WALLS COMMON TO GARAGE OR CEILINGS UNLESS DEEP ENOUGH OR IF HEATED. ATTIC SPACE IS CONSIDERED TO BE AN OUTSIDE WALL. BASEMENTS IN DWELLING UNITS AND EVERY SLEEPING ROOM BELOW THE FOURTH STORY MUST HAVE ONE OPERABLE WINDOW OR EXTERIOR DOOR APPROVED FOR ESCAPE OR RESCUE. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MINIMUM NET CLEAR OPENING HEIGHT IS 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH IS 20". THE MAXIMUM SILL HEIGHT IS 44 INCHES FROM THE FLOOR. VENTILATION AND LIGHTING NOTES: ALL ROOMS MUST MEET MINIMUM VENTILATION AND LIGHTING REQUIREMENTS. VENTILATION -.04% PER SQUARE FOOT LIGHTING -.08% PER SQUARE FOOT EGRESS STANDARDS ALSO APPLY " u 0 _J rn LL u I (_') I LL 0 VJ " u CXJ METAL ROOFING OVER 7 /16" ROOF SHEATHING W/ CLIPS OVER 30# FELT R�38 INSULATION MIN. ENGINEERED ROOF TRUSSES @ 2' O.C. (SCISSOR TRUSS W/ OPT. VAULTED CEILING) 5/8" GYPSUM WALL BOARD HURRICANE CLIPS 2'-0" 2X6 DOUBLE TOP PLATE �-FASCIA SOFFIT W/ VENTS PER LOCAL CODE .1--:t-�--SIDING PER BUILDERS SPECS. :t----lCF WALL SYSTEM li,Al------#5 VERT. @ 48" 0.C. lt,.lt,�1---#5 REBAR INSTALLED IN EACH -'I' BLOCK PER MANUFACTURER'S SPECS � =i __.--(2) #S'S TOP & BOT. 4" CONC. SLAB �t===-�±Ea�-·T·-!,:•-;-1�----'r SEE ENGINEERED FOUNDATION-t------,11 (IF REQUIRED) TYP. FOUND. WALL SECTION SC ... LE: 1/2" = 1 '-0" COPY RIGHT NOTICE: 1.THE OWNER AND OR BUILDER AGREE TO OBTIAN A LICENSE FOR ANY COPY RIGHTED MATERIAL THATMAY HAVE BEEN PROVIDED TO ALLDRAFT FOR THE CREATION OF THIS PLAN PRIOR TO CONSTRUCTION.2.THE OWNER AND OR BUILDER AGREE TO RESEARCH AND VERIFY THE LEGALITY OF ALL COPY RIGHTOWNERSHIPS FOR ALL MATERIALS THAT THEY HAVE PROVIDED TO ALLDRAFT. 3.THE OWNER AND OR BUILDER AGREE THAT ALLDRAFT IS NOT RESPONSIBLE FOR OBTAINING ANYCOPY RIGHT LICENSE AND AGREE TO HOLD HARMLESS, DEFEND AND INDEMNIFY ALLDRAFT FROMANY AND ALL LEGAL ACTIONS THAT MAY RESULT FROM THE CREATION OF THESE PL.ANS. 4.USE OF THIS PLAN CONSTITUES ACCEPTANCE OF THESE TERMS BY THE OWNER AND OR BUILDER. GARAGE NOTES: NEED 1 /2" GYP-BOARD ON GARAGE SIDE OF SEPARATION BETWEEN HOUSE AND GARAGE. EQUALLY PROTECT WALLS AND MEMBERS SUPPORTING SEPARATION. NEED %" TYPE "X" GYP-BOARD ON CELINGS OF GARAGES WITH HABITABLE SPACE ABOVE. DOORS IN SEPARATION WALLS MUST BE 1 -¾" SOLID WOOD OR STEEL. I J=s] • J=aT� I/ 0 \ \/ u = - @ 0) T I ' �@) �J �j- ==V ' ro I 0 --------------------]� r I I Gal D.W. -@ -@ -@ -@ I I 36" REF. 39" OPENING I :, I :, - 1 if--------+--fO 1 - I #5 STIRRUPSEQUALLY SPACED [0;�L OF ,r2' �o",r ---- IF----71 (2)#S'S FULL I I HEIGHT BOTH SIDES ------,I WINDOW I LINES OF WINDOW BUCKING :: INSIDE FORM ---�n-....:a:ial!ll!..===N 0 l�I � � X ( 4)#S'S TOP AND BOT. (2)#S'S �---------------------I BOTTOM OF j WALL WINDOW LINTEL N.T.S. REVISIONS A 01-28-2022 B 02-14-2022 C 04-25-2022 D 10-06-2022 E F G H 'I j� I .�, a!; I �I �-I I 1 I \] I I I I I I I I I I I I I I DRAWN BY ALLDRAFT FILE NAME CAD FILE DATE 10-10-2022 SCALt 1/4" = J"-0 .,, �ULL / A4 STRUCTURAL NOTES Unless noted otherwise on the plans and/or in the details, these notes shall apply. If there are discrepancies between the plans/details 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 Reinforcing Steel Deformed Bars – ASTM A615, Gr. 60, Fy = 60 ksi Epoxy Coating for Reinforcing Steel – ASTM A775 Concrete f 'c = compressive strength in 28 days 4,000 psi unless noted otherwise Structural Lumber 2x lumber - #2 Hem-Fir or Spruce Pine Fir (SPF graded by NLGA) Treated lumber - #2 Southern Yellow Pine or equal Laminated Veneer Lumber (LVL) E = 2,000,000 psi minimum Fb = 2,600 psi minimum DESIGN LOADS Roof Dead load 20 psf (10 psf top chord + 10 psf bottom chord) Snow load Ground snow load = 50 psf Roof snow load = 35 psf Floors Live loads Typical 40 psf Wind 115 mph (3 second gust, ultimate) Exposure B, I = 1.0 DESIGN CODES Minnesota Residential Building Code (2020) International Residential Code (2018) EXISTING CONDITIONS Contractor shall verify all dimensions, elevations, and details of existing structure where they affect this construction prior to fabrication. Remove and replace existing architectural, electrical, mechanical, structural, civil, and miscellaneous as necessary. 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 1500 psf in accordance with Table R401.4.1 of the 2018 IRC on virgin soil or compacted granular fill for footings. 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. Install drain tile. Backfill with granular soils. 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. 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. Footing elevations, if shown on the plan, indicate top of footing. 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. Where foundation walls support unbalanced load on opposite sides of the building, such as a daylight basement, the rim board shall be attached to the sill with a 20 gage metal angle clip at 24" on center, with five 8d nails per leg, or a connector supplying 230 pounds per lineal foot capacity. Foundations supporting wood shall extend at least 6" above the adjacent finished grade. At foundation endwalls, provide perpendicular full-height blocking at 24" on center in the first three joist spaces. Glue and nail to joists and subfloor. Attach to sill plate with 2 - USP MP5 clips or equal. The contractor shall verify the location of all existing underground utilities and tanks prior to beginning excavation. 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. 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: Footings3" - 4" Walls, columns3" - 5" Slabs on grade3" - 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. Refer to the IRC for concrete requirements pertaining to ICF construction. SLABS ON GRADE Slabs on grade adjacent to foundation walls retaining earth shall be a minimum of 3 1/2" thick. Slab is designed for no control joints. Verify floor finishes and control/construction joint locations with owner and architect. INSULATING CONCRETE FORMS (ICF) Refer to IRC for typical construction details. Structure was designed assuming the use of Kingspan A-One insulated forms. DIMENSION LUMBER Design assumes lumber is free of significant splits and checks, and contractor will visually inspect during installation. All lumber must be grade stamped and provide the following information: 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. Lumber grading rules and wood species must conform to Voluntary Product Standard PS 20-10 as published by the Department of Commerce. Grading rules must be from an agency certified by the Board of Review of the American Lumber Standards Committee. All lumber must be seasoned to a moisture content of 19% or less, with the indication of "S-Dry" on the grade stamp. All lumber must be protected from the elements and stored on site per suppliers requirements. Sills and all other lumber in contact with concrete or masonry and within 8" of finished grade shall be preservative treated wood. In crawl spaces 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. Sill plates to be bolted to foundation wall with 5/8" diameter anchor bolts at 4'-0" on center maximum. Bolts to extend 13" 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" washers, slightly crushing plate. All walls shall have a single bottom plate and double top plate. Frame exterior walls with 2 x 6 studs @ 16" OC. Frame interior bearing walls with 2 x 6 studs @ 16" OC. Frame interior non-load bearing walls with 2 x 4 studs @ 16" OC. At typical openings, provide 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. Beams and headers must be fully supported across the width of the member. Bear each end on all support studs or columns noted on plan with a minimum 3" bearing length. Beams or headers made of 2 - 2x's with 1/2" spacer shall be nailed together with 16d nails (.162" x 3 1/2") at 16" on center along each edge, typical for each lumber ply. 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. Beams and joists not bearing on supporting members shall be framed with prefabricated joist hangers. Spacing of bridging for joists shall not exceed 8'-0". Double all joists under parallel partitions. Minimum nailing shall be in accordance with Table R602.3(1) of the 2018 IRC unless noted otherwise. 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. Performance requirements, adhesive bond performance, panel construction, workmanship, dimensions, tolerances, marking, and moisture content of Wood-based Structural-use Panels must conform to Voluntary Product Standard PS 2-10 published by the Department of Commerce. ENGINEERED LUMBER All engineered LVL, LSL, and PSL lumber must meet the minimum design properties listed in the Material Strengths section of these notes. Protect engineered lumber from the elements and store per manufacturer recommendations. All engineered lumber intended for exterior use must be PSL lumber with Wolmanized preservative protection and meet the minimum design properties as listed in the Material Strengths section of these notes. All fasteners and hangers in contact with treated engineered lumber must be G185 hot dipped galvanized or equal. Engineered lumber headers and beams must have a minimum 3" length of bearing at each end and be supported fully across their width. Fasten multiple plies of engineered lumber beams or headers together as per manufacture recommendations, with a minimum of 2 rows of of TrussLOK, SDS or SDW screws spaced at 16” OC, maximum, staggered on each face. Screws to penetrate all plies of multi-ply members. Provide solid vertical blocking at all joist spaces below engineered lumber columns. Provide matching columns to foundation at lower levels below engineered lumber columns. Engineered lumber beams and joists not bearing on supporting members must be framed with prefabricated metal hangers. WOOD TRUSSES Responsibilities of the contractor, building designer, truss manufacturer, and truss designer shall follow the publication "TPI 1-2014 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 by a Professional Engineer licensed in the state in which the project is located, 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 layout and certified truss drawings prior to beginning construction. Trusses shall be designed for top and bottom chord superimposed dead and live loads as indicated in the Design Loads section of these notes. 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 and similar items. Contractor to 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 1/240 of the span. Live load deflection of floor 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" on center. Spacing of floor trusses shall not exceed 19.2" on center. Lumber for wood trusses shall be in accordance with manufacturer’s recommendations. Truss plates shall be galvanized to a minimum of G60. Treated lumber truss plates shall be galvanized to a minimum of G185. 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. No cutting, notching, or modifications of trusses will be allowed without the manufacturer's written approval. Locations of bridging and bracing at truss compression and tension members must be indicated by the truss manufacturer. Contractor shall provide permanent and temporary diagonal, lateral, and cross bracing in accordance with the publication "BCSI 1-18 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. WALL SHEATHING See architectural drawings and structural shear wall plans for wall sheathing type. Wood panel wall sheathing must be minimum 15/32” Performance Category panels rated per APA for the spacing of the supporting members. A minimum 32/16 span rating is recommended. Wood panels must meet APA standard PS 1 or PS 2 and Exterior or Exposure 1 grade. Fasten wood panel wall sheathing with 8d nails (.131" diameter x 2 1/2") spaced at 6 OC at supported edges and 12" OC at intermediate supports. Leave an 1/8" gap at all end and edge joints to allow for expansion. Stagger end joints of panels. Gypsum wall sheathing must be a minimum of 1/2" thick fastened with 6d cooler or wallboard nails at 4" OC to all framing members. Panels must be continuous over two or more spans and the long panel dimension may be either perpendicular or parallel to supports. All edges must be blocked. Refer to plan and notes for any special shear wall conditions. ROOF SHEATHING Roof sheathing must be minimum 19/32” Performance Category panels rated per APA for the spacing of the supporting members. A minimum 40/20 span rating is recommended. Provide panel clips, one between each support, for supports spaced greater than 16" OC. Provide panels meeting APA standard PS 1 or PS 2 and Exterior or Exposure 1 grade. Panels must be continuous over two or more spans and the long panel dimension must be perpendicular to supports. Fasten roof sheathing with 8d common nails (0.131" diameter x 2 1/2") spaced at 6" OC at supported edges and 12" OC at intermediate supports. Locate nails a minimum of 3/8” from edge of panel. 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 N335P "Proper Installation of APA Rated Sheathing for Roof Applications." HEAMES RESIDENCE DESIGN CEDAR AVENUE LAKEVILLE, MN SHEET S1 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. 11/27/2019 MN Reg. No. 47773 10/17/2022 MMY #22139.01 REVISED 10/24/2022 TO INCLUDE CONCRETE LINTEL DESIGN FOOTING AND FOUNDATION PLAN1/S2 NOTE: 1. REFER TO IRC FOR TYPICAL WOOD FRAMING AND ICF DETAILS 2. FOUNDATION WALLS ARE ASSUMED TO NOT RETAIN SOIL 3. MAINTAIN 3'6" FROM TOP OF ADJACENT EXTERIOR GRADE TO BOTTOM OF FOOTING FOR MINIMUM FOOTING DEPTH PATIO MASTER BEDROOM M. BATH W.I.C. BATH LIVING / DINING KIT. MOTHER-IN-LAW BEDROOM BATH LIVING / DINING KIT. LAUND. BDRM #2BDRM #3 HALLWAY OFFICE BATH OFFICE PANTRY ENTRY GYM 4" SLAB ON GRADE REINFORCED WITH #4 @10" ON CENTER, EACH WAY - OR- WITH #5 @15" ON CENTER, EACH WAY. THE OWNER MAY SUBSTITUTE STEEL SLAB REINFORCING WITH FIBERGLASS SLAB REINFORCING, HOWEVER, THE CRACKING PERFORMANCE OF THE SLAB MAY NOT BE EQUIVALENT. NOTE: FIBERGLASS REINFORCING SUBSITUTION ONLY ALLOWED AT SLAB ON GRADE 16" WIDE x 10" DEPTH STRIP FOOTING W/(2) #5 HORIZONTAL REINFORCEMENT, CONTINUOUS 16" WIDE x 10" DEPTH STRIP FOOTING W/(2) #5 HORIZONTAL REINFORCEMENT, CONTINUOUS 20" WIDE x 10" DEPTH STRIP FOOTING W/(2) #5 HORIZONTAL REINFORCEMENT, CONTINUOUS 18" WIDE x 10" DEPTH STRIP FOOTING W/(2) #5 HORIZONTAL REINFORCEMENT, CONTINUOUS 16" WIDE x 10" DEPTH STRIP FOOTING W/(2) #5 HORIZONTAL REINFORCEMENT, CONTINUOUS 18" WIDE x 10" DEPTH STRIP FOOTING W/(2) #5 HORIZONTAL REINFORCEMENT, CONTINUOUS 6 1/2" THICK CONCRETE ICF FORMED FOUNDATION WALL HEAMES RESIDENCE DESIGN CEDAR AVENUE LAKEVILLE, MN SHEET S2 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. 11/27/2019 MN Reg. No. 47773 10/17/2022 MMY #22139.01 REVISED 10/24/2022 TO INCLUDE CONCRETE LINTEL DESIGN PATIO MASTER BEDROOM M. BATH W.I.C. BATH LIVING / DINING KIT. MOTHER-IN-LAW BEDROOM BATH LIVING / DINING KIT. LAUND. BDRM #2BDRM #3 HALLWAY OFFICE BATH OFFICE PANTRY ENTRY GYM ROOF FRAMING PLAN1/S3 NOTE: 1. REFER TO IRC FOR TYPICAL WOOD FRAMING AND ICF DETAILS 2. THE NOTE: INDICATES THAT THE MEMBER IS CONTINUOUS OVER THE SUPPORT 3. PROVIDE (2) 2x TRIMMERS AT ALL OPENINGS AT WOOD FRAMED STRUCTURAL WALLS 4. CEILING HEIGHT ASSUMED TO BE 11'0". 5. IT IS ASSUMED THAT ALL OPENINGS IN ICF WALLS HAVE CLEARANCE FOR A MINIMUM 16" HEIGHT LINTEL 2x6 @16" OC WOOD FRAMED BEARING WALL PRE-MANUFACTUREDTRUSSES @ 24" OCSTAIR OPENING PRE-MANUFACTUREDTRUSSES @ 24" OCPRE-MANUFACTUREDTRUSSES @ 24" OCPRE-MANUFACTUREDTRUSSES @ 24" OCHEAMES RESIDENCE DESIGN CEDAR AVENUE LAKEVILLE, MN SHEET S3 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. 11/27/2019 MN Reg. No. 47773 10/17/2022 MMY #22139.01 32"x 6" LINTEL W/(2) #4 TOP AND BOTTOM AND #3 TIES 16"x 6" LINTEL W/(1) #4 TOP AND BOTTOM AND #3 TIES 16"x 6" LINTEL W/(1) #4 TOP AND BOTTOM REFER TO DETAIL 1/S6 REFER TO DETAIL 1/S6 REFER TO DETAIL 3/S6 6" WIDTH CONCRETE WALL REINFORCED WITH #4 @ 32" OC HORIZONTAL AND #4 @ 32" VERTICAL, TYP 16"x 6" LINTEL W/(1) #4 TOP AND BOTTOM REFER TO DETAIL 1/S6 16"x 6" LINTEL W/(1) #4 TOP AND BOTTOM REFER TO DETAIL 1/S6 REFER TO DETAIL 1/S6 16"x 6" LINTEL W/(1) #4 TOP AND BOTTOM (3) 2X8 HEADER REFER TO DETAIL 1/S6 (3) 2X8 HEADER (3) 2X10 HEADER 2/S3 NOTE: REFER TO THE IRC WHERE REFERENCED REFER TO DETAILS ON PAGE S4 FOR LINTEL INFORMATION HATCHED AREA INDICATES SECOND LEVEL RESIDENTIAL LIVING AREA 16"x 6" LINTEL W/(1) #4 TOP AND BOTTOM 16"x 6" LINTEL W/(1) #4 TOP AND BOTTOM AND #3 TIES REFER TO DETAIL 1/S6 REVISED 10/24/2022 TO INCLUDE CONCRETE LINTEL DESIGN HEAMES RESIDENCE DESIGN CEDAR AVENUE LAKEVILLE, MN SHEET S4 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. 11/27/2019 MN Reg. No. 47773 10/17/2022 MMY #22139.01 LINTEL DEPTH REBAR PLACEMENT LOCATION- SIZE AND NUMBER CALLED OUT REFER TO BOTH TOP AND BOTTOM BARS. WHEN (2) BARS ARE CALLED OUT, STACK THEM VERTICALLY AS SHOWN. TOP OF OPENING ELEVATION #3 STIRRUPS @ 6" OC, IF APPLICABLE. REFER TO 3/S4 FOR STIRRUP DETAILS 3.25" 3.25" LINTEL DEPTH 32" TOP OF OPENING ELEVATION REBAR PLACEMENT LOCATION- SIZE AND NUMBER CALLED OUT REFER TO BOTH TOP AND BOTTOM BARS. WHEN (2) BARS ARE CALLED OUT, STACK THEM VERTICALLY AS SHOWN. #3 STIRRUPS @ 14" OC, IF APPLICABLE. REFER TO 3/S4 FOR STIRRUP DETAILS 3.25" 3.25" LINTEL DETAIL 16"1/S4 LINTEL DETAIL 32"2/S4 STIRRUP DETAIL3/S4 REVISED 10/24/2022 TO INCLUDE CONCRETE LINTEL DESIGN ACCA Climate Data Page 1 ACCA Climate Data and Cover Sheet Design Address FORM J1AE ? ABRIDGED VERSION of MANUAL J, 8TH EDITION Project Design State & City Minnesota Minneapolis/St. Paul AP Indoor Design Heating db 70 @ Outdoor (Winter) 99% db -11 HTD 81 Indoor Design Cooling db 75 @ Outdoor (Summer) 1% db 88 CTD 13 Indoor Design Cooling RH 0.5 Grains Difference 24 Daily Range Medium Latitude 44 Elevation 834 ACF 0.978 Form J1 Abridged Version of Manual J, 8th Edition Heat Loss and Gain Page 2 Manual J as Prepared Per ACCA Manual J Spreadsheets Summer Outdoor 88 Summer Indoor 75 Design Grains 24 Daily Range Medium Winter Outdoor -11 Winder Indoor 70 Cooling RH 50.00% Elevation 834 Cooling Loads Heating Loads Name Area Sensible Latent Name Area Heat Loss Windows & Glass Doors 499 8573 Windows & Glass Doors 499 15606 Skylights 0 0 Skylights 0 0 Doors 63 558 Doors 63 1355 Walls 3835 5987 Walls 3835 9874 Floors 2327 1798 Floors 2327 25776 Ceiling 3137 4503 Ceiling 3137 7317 Ventilation 78 98 Ventilation 78 0 Infiltration 0 389 589 Infiltration 0 9874 Internal 0 2136 2145 Internal 0 0 Duct 0 2356 2154 Duct 0 7845 Blower Heat 0 0 Blower Heat 0 0 AED Excursion 0 0 AED Excursion 0 0 Total 9939 26396 4888 Total 9939 77647 Windows & Glass Doors 32% Doors 2% Walls 23%Floors 7% Ceiling 17% Ventilation 0% Infiltration 1% Internal 8%Duct 9% Window s & Glass Doors Skylights Doors Walls Floors Ceiling Ventilation Infiltration Internal Duct Blow er Heat AED Excursion Window s & Glass Doors 20% Doors 2% Walls 13% Floors 33% Ceiling 9% Infiltration 13% Duct 10% Window s & Glass Doors Skylights Doors Walls Floors Ceiling Ventilation Infiltration Internal Duct Blow er Heat AED Excursion 8 9 10 11 12 13 14 15 16 17 18 19 0 5000 10000 AED Graph HTM Average Average HoursBTUH Manual S Page 3 Equipment Selection as Per Manual S ACCA Spreadsheet BTUH Design Temp Outdoor Indoor Total Heat Loss 77647 Winter -11 70 Total Heat Gain 31284 2.6 Summer 88 75 Sensible Heat Gain 26396 ID design RH 50.00% 63F WB Latent Heat Gain 4888 Altitude 834 Sensible/Total Ratio 0.84 Target Cooling TD 21 Manufacturer's Equipment Specification Equipment ManufacturerModel No. BTU output Furnace 90000 Cooling Capacity @ OD Design Temp Boiler Total Sensible Latent Heat Pump/AC 3.0 Ton Unit 36000 40000 8000 Evaporator Air Handler Total Capacity with Altitude Correction 87097 35567 39550 7872 Selected Equipment Size OK OK OK OK Nom.Tons Manual D Page 4 Manual D Duct Sizing Per ACCA Spreadsheet Total Sq ft Tonnage of Unit CFM per ton Total CFMCFM/Sq Ft 4,001 3.0000 400 1200 0.3 CPL ASP Longest Supply Longest Return 1200 600 400 Total Heat Loss Total Heat Gain Index # - 0.1 0.05 0.05 0.05 77,647 31284 Room Name Sq Feet Supply Ducts Return DuctReturn Duct if 2Return Duct if 3Room Heat Loss Room Heat Gain Master 310 93 7 in 20 16 14 6,016.16 2,423.92 185 55 6 in 3,590.29 1,446.53 Office 224 67 7 in 4,347.16 1,751.48 Bath 75 22 5 in 1,455.52 586.43 Bath 100 30 5 in 1,940.70 781.91 Gym 185 55 6 in 3,590.29 1,446.53 Hall 231 69 7 in 4,483.01 1,806.21 Bed3 195 58 6 in 3,784.36 1,524.72 Bed2 191 57 6 in 3,706.73 1,493.45 Living 261 78 7 in 5,065.22 2,040.78 Kitchen 248 74 7 in 4,812.93 1,939.13 Office 158 47 6 in 3,066.30 1,235.42 Laundry 185 55 6 in 3,590.29 1,446.53 Movie 259 78 7 in 5,026.40 2,025.14 MIL 210 63 6 in 4,075.46 1,642.01 Bath 120 36 5 in 2,328.84 938.29 Storage 288 86 7 in 5,589.21 2,251.90 Storage 288 86 7 in 5,589.21 2,251.90 Storage 288 86 7 in 5,589.21 2,251.90 Req CFM Mbath 124 cfm 8"90 cfm 7"74 cfm 7"78 cfm 7"92 cfm 7"76 cfm 7"124 cfm 8"90 cfm 7"74 cfm 7"78 cfm 7"92 cfm 7"76 cfm 7"104 cfm 8"48 cfm 6"74 cfm 7"84 cfm 7"63 cfm 6"30 cfm 5"40 cfm 5"99 cfm 7"104 cfm 8"74 cfm 7"48 cfm 6"93 cfm 7"67 cfm 7"55 cfm 6"78 cfm 7"22 cfm 5"30 cfm 5"55 cfm 6"69 cfm 7"58 cfm 6"57 cfm 6"63 cfm 6"78 cfm 7"47 cfm 6"74 cfm 7"55 cfm 6"36 cfm 5" 115 cfm 8" 115 cfm 8" 115 cfm 8" 86 cfm 7" 86 cfm 7" 86 cfm 7" Thermal Envelope Exterior wall Exterior wall will be constructed using A- One ICF blocks filled with 6 inches of concrete. A – One ICF wall system has an R value of 28 based on manufacture information for a 6 inches concrete core. Please find attached manufacture information. Waterproofing: ICF construction does not require water proofing for above ground applications. Rub – R – Wall an ICF compatible, asphalt free rubber waterproofing membrane will be applied to protect foundation perimeter. A minimum of 24’’ height (above the ground) of Rub – R – Wall will be applied as extra layer of protect on the ICF exterior walls. Please find attached manufacture information. Exterior wall finishing material: U – Stucco will be used as finishing material for all exterior walls. U – Stucco is a fire and water resistant, high performance blend of Portland cement and mineral based lightweight aggregates. It is compatible with EPS/ ICF and has R value of 2.2 per inch. U- Stucco will be applied over steel lath. Attic Attic space insulated with 16 inches of cellulose insulation. R value is 3.7 per inch. Total is R value 59.2. Insulation: Sound + Thermal + Fire by Greenfiber. HVAC ducts running in the attic will be insulated with minimum R-8. Foundation Frost protected shallow foundation per Engineer design. Please see slab plan. Fenestration Table Windows Window Number U-Factor SHGC VT 001 0.29 0.24 0.45 002 0.29 0.24 0.45 003 0.29 0.24 0.45 004 0.29 0.24 0.45 005 0.29 0.24 0.45 006 0.29 0.24 0.45 007 0.29 0.24 0.45 008 0.29 0.24 0.45 009 0.29 0.24 0.45 010 0.29 0.24 0.45 011 0.29 0.24 0.45 012 0.29 0.24 0.45 013 0.29 0.24 0.45 014 0.29 0.24 0.45 015 0.27 0.32 0.55 Doors Door Number U-Factor SHGC VT 001 0.29 0.24 0.45 008 0.29 0.24 0.45 015*0.20 *Door 015 – Steel fire resistant door U Factor 0.20 Thermal Envelope, Insulation and Fenestration for 16800 Cedar Ave Lakeville, proposed new single family home, follows Section R402 of the Minnesota Energy code. FINISH COAT U-STUCCO™ XPX / HPX MIN. 1/8” REINFORCING BAR FIBERGLASS MESH EMBEDDED IN BASE COAT ©2022 U-STUCCO™ USA, LLC. U-STUCCO™ ASSEMBLY DETAIL #004 V.22-0413 ICF (INSULATED CONCRETE FORM) Disclaimer : The design specifications and construction shall comply with all local building codes and standards. U-STUCCO™ installation guidelines are for general information and guidance only and U-STUCCO™ specifically disclaims any liabilityfor the use of this design, and for design engineering, or workmanship of any project. The assembly shall be designed to prevent condensation within the assembly. Products shown other than those manufactured by U-STUCCO™ are shown for the clarity of the U-STUCCO™ products only. Contact the Manufacturer for installation instructions. Technical Support : (424) 542-5353 I info@ustucco.com CONCRETE CONCRETE SHALL BE ALLOWED TO CURE FOR A MIN OF 28 DAYS PRIOR TO APPLICATION OF U-STUCCO™ XPX or HPX BASE COAT U-STUCCO™ XPX / HPX MIN. 3/8” - MAX 7/8” RASPED SURFACE RASPING THE FOAM SURFACE TO PROVIDE A LEVEL SURFACE FOR COATINGS SHALL NOT EXPOSE FORM TIES ICF INSULATED CONCRETE FORM BY NUDURA, FOX BLOCKS, BUILD BLOCK, QUADLOCK, AMVIC, INTEGRASPEC, LITEFORM, SUPER FORM, OMNI BLOCK, PERFECT BLOCK. Radon Control for 16800 Cedar Ave, Lakeville, M9N To whom it might concern, The Radon control system for the house mentioned above consists of 4” of Radon rock under concrete slab and a minimum 10 MIL vapor barrier. Radon will travel to the outside via 4” PVC pipe. The vent pipe will travel vertically to the roof and/or discharge area. The vertical pipe connects to a vent pipe “T” which is installed below the slab in the aggregate (radon rocks). The vertical pipe must end at least 12 inches above the roof and be 10 feet away from any door or window. Pipe should be labeled in each floor of the house. Any openings in the concrete foundation should be sealed and caulked. Silicone or polyurethane caulk should be used. Vapor barrier should overlap at least 6 inches on the seams. Seems should fit closely around all pipes, wires or any penetration. Electrical junction box should be installed close to where Pipe Fan will be installed. Please see Radon Control Fan Locations. 1- Schedule 40 vertical PVC pipe runs on exterior wall. Junction box installed to power fan. RadonAway Fan RP 145c. 2- Schedule 40 vertical PVC pipe runs inside laundry room to the roof. Junction box installed to power fan in the attic. RadonAway Fan RP 145c. 3- Passive system with optional fan installation. Schedule 40 vertical PVC pipe runs on exterior wall. Junction box installed to power pipe fan. RadonAway Fan RP 145c. 12" Minimum Required RECIPIENT: Helena 16880 Cedar Avenue Lakeville, Minnesota 55024 Phone: 952-446-6578 Sales Rep: Leo Afanasyev SENDER: Easy Tree Service 13858 Autumn Path Rosemount, MN 55068 Phone: 651-855-8189 Email: EasyTreeServiceMN@gmail.com Website: www.EasyTreeServiceMN.com PRODUCT / SERVICE DESCRIPTION QTY.UNIT PRICE TOTAL On-Site Tree Inventory #1 - buckthorn 7” Keep #2 - ash 12” Keep #3 - American elm 16”Keep #4 - box alder 16” Keep #5 - buckthorn 5” Remove #6 - box alder 16” Keep #7 - box alder 12” Keep #8 - box alder 16” Remove #9 - box alder 13” Keep #10 - box alder 6” Remove #11 - box alder 21” Remove #12 - ash 9” Remove #13 - box alder 10” Remove #14 - box alder 14” Remove #15 - box alder 24” Keep #16 - box alder 19” Remove #17 - box alder 14” Keep #18 - box alder 13” Remove #19 - box alder 7” Remove #20 - box alder 21” Remove #21 - silver maple 15” Keep #22 - box alder 10” Keep 1 $0.00 $0.00 Jun 08, 2022 Date Client Signature Thank you for the opportunity to quote on your project. Please let me know if you have questions or need anything else. Subtotal $0.00 Lakeville (7.125%)$0.00 Total $0.00 ESTIMATE #6391 SENT ON: Jun 08, 2022 9/10/22, 12:30 AM anton_arborists_certification.jpg https://mail.google.com/mail/u/3/#search/easytreeservicemn%40gmail.com?projector=1 1/1