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2024-00396 Building4502 86th St N E CITY OF Lot 5 Block 3- Edmonson Ridge Monticello BUILDING SAFETY Builder: JP Brooks Builders 505 Walnut Street, Suite #1 Monticello, MN 55362 Phone: 763-295-3060 Fax: 763-295-4404 CITY OF MONTICELLO AS-BUILT SURVEY REQUIREMENTS CHECKLIST Upon completion of the final lot grading, the permittee shall submit to the City of Monticello certification that the final Iot grading is in compliance with the approved site grading plan as part of the building permit. The certification shall be signed by a registered Minnesota land surveyor. The certification shall contain at a minimum the information: Indicate permanent iron monuments at each lot corner. Dimension from house to lot lines and from O.H.W. & Bluff Line of rivers, creeks, lakes, and T e 4 and 5 wetlands. As-built elevations of lot corners. As-built elevations at building corners. As-built elevations on the side yard swales at the extension of building corners and hi h oints. Proposed and as-built elevations of garage slab and lowest floor on walkouts. Top of curb elevation at the extension of property lines and center of driveway. Elevations and location of any critical drainage ways located on the site (natural or man-made indicated with draina e arrows and ercenta e of slo e. Label all adjacent street and railroad right-of-way. Erosion control and required landscape finishes (sod, grass, trees). Driveway location, width at lot line, % of slope. Show decks, porches, cantilevers and bay windows. Show individual significant trees 36" DBH (Diameter Breast Height)or larger Retaining wall top and bottom elevations. fShow adjacent property topo related to drainage with arrows Sump pump outlet location on building footprint (natural drainage or piped to curb) Show an Drain Tile installed in the ard. City will accept only originals or quality hard copies of the as-built survey and certification of grading. 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N m 86fh St. o n ' ' - R M NON O 7 w F— Q D F- O O mN0N U z sz O O wOn CL 0 RESIDENCE FOR: Barbra Gaddo EDMONSON RIDGE 4502 86TH STREET NE MONTICELLO, MINNESOTA aF, Moip[i eo APPROVED FILE COPY REVIEWED EOR CDD( COMPMANCt 5u81EC? i©Fik1.I iN4PifiNiN 5k4E-="T I 5HEE T TITLE 00 1 TITLE SHEET 00 TYPICAL FRAMING; DETAILS Ol ELEVATIONS 8 ROOF PLAN 02 LOLUER FLOOR PLAN 03 MAIN FLOOR PLAN 04 ELECTRICAL PLANS 05 INTERIOR ELEVATIONS/CABINETS 06 BUILDING SECTIONS 0_1 BUILDING SECTIONS OS GENERAL NOTES 09 TYPICAL WALL SECTIONS 10 TYPICAL DETAILS 11 TYPICAL DETAILS JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z QN J V Q W J J N oQ zQOa 0 "' FZ z IR) ZQa zp= Uc Z 1= Z w h= Z W WfW a O N Z d O w 0 wQ=p O H W m N W W J O U ti= U J z to w U uiw p 03v p owN¢wuzooZ=UQQQ J _ O¢w Q C9wJ new Z OZv—i dQ W ZZO} w O J > W p 0¢ D pm¢U z- W n¢ Op(9 w ¢U Z nWQ= O LLd'Z?pw p=er Q J OJz O. W Z Z 3 N W Z Z Z¢ OvI p p w Q cn w Vzz U m O 0uQWz Qu ¢o moo,= Uwz>-z0p a<Qp p03 11 ww3<Q J Z w W w Z_ w Z Z 0 w Q> >- OZ U p o Z o Q Z O j OUp z¢Uz T o z z p> ta SQ UZ0Q Z<nN wi-Q W h Q N y O Z Z w 2Qw O O3w=Q w w O m = Z w THE MADISON VILLA Q w w 0zcoow w ,z In z 0 u z of --Uzi V 0=°°0® Q 0 0 Lo z wF_0 O O :E U Iq Lu L 0 12 Zn V t/! DRAWING RECORD REVIEW SET 04.17.2024 PERMIT SET 05.10.2024 CLIENT SET 05.10.2024 TITLE SHEET SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740,E FOUNDATION 1740 OVERALL SQUARE FEET 1740' GARAGE 463 TITLE SHEET R. 01 co N O N O Lu Q r) O J I r) 0 c Z O C) Lu Z 2 00 N O LO Lu Q Z Z Q r) Z 0. W CL O 6 MIL POLY VAPOR BARRIER 6" DRAINAGE ROCK fl 10" POURED CONCRETE I ° #4 RE5AR (GRADE 40) WALL - 42" HIGH ° ° I ° CONTINUOUS HORIZONTAL 3000 PSI (MINIMUM) 1, WITH -IN IS" FROM TOP OF WALL 04x24" (GRADE 40) DOWEL ° ° I ° ° 2" RIO RIGID INSULATION EMBED 5" (MINIMUM) ° 12" ON CENTER II WET SET OR EPDXY I FOOTING PER PLAN GROUTED IN-PLACE 15000 PSI (MINIMUM) u TYPICAL 10" FOUNDATION 5CALE 111 11-011 2"x6" EXTERIOR STUD WALL -0 16" O.G. I R-20 BATT INSULATION I 1/16" SHEATHING I I WATER RESISTANT BARRIER (HOUSE WRAP) I I VENEER PER ELEVATION I I EXTERIOR II Z I GRADE l l` 2"MIN. CLEAR 6„ „ 8" POURED CONCRETE ald WALL - 42" HIGH I I ° 3000 PSI (MINIMUM) II 0444" (GRADE 40) DOWEL I EMBED 5" (MINIMUM) 1 12" ON CENTER ° II a ° WET SET OR EPDXY GROUTED IN-PLACE II °° 1/2" DRYWALL 1/2" ANCHOR BOLT EMBED 1" (MINIMUM) 12" ON CENTER 2"x6" TREATED SILL CAULKED JOINTS BY FRAMER 3/4" THERMAX THERMAL BREAK r--31/2" CONCRETE FLOOR 4 d 6 MIL POLY VAPOR BARRIER 8" DRAINAGE ROCK 4 RE5AR (GRADE 40) CONTINUOUS HORIZONTAL WITH -IN IS" FROM TOP OF WALL 2" RIO RIGID INSULATION FOOTING PER PLAN 5000 PSI (MINIMUM) ITYPICAL 8" FOUNDATION m N 3L o r i 0 F 12'-0" r— — — — — — — — I 8" POURED GONG. 1 3140" HIGH 20"X5" FOOTING I R-10 INSULATION I I0 LIJ UNEXCAVATED N 3 1/2" CONCRETE I I J V-10 1/2" 40'-0" 28'-0" I I I I I I F I I I I A B I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L---- 8" POURED GONG. 2 LEDGE Li — ----- 3'-6" HIGH 20"X5" FOOTING = R-10 INSULATION F---- 7i OPTIONAL GAS FIREPLACE i SEE DETAIL I I U11II0II QIIIW If I n I L--iL--J UNEXCAVATED 3 1/2" CONCRETE12'- 2 1/4 Ilk l'3 r --------I I I L-1 11 I I I I 1 1 I I I I I I I I FL__ --iFL___ -i II 8" POURED GONG. 3'-6" HIGH 1 20"X8" FOOTING R-10 INSULATION I I II 1/2l,'2'-9 3/4" k 3'-5 3/4" 11 r I IjjiilIr ---- lig I I I I L -J II ii 0 \I r--------------------------- J _ Ir L__J i _` LJ C ---JI L r------ J ------- I 1 12'-5" r I I 8 POURED GONG. Ir 11 r ----- i-----I 1 _ 3'-6" HIGH 20"X5" FOOTING I R-10 INSULATION I u 1 I L ----- JL ----- 1u 1 r- J Lr-- IJ, I ii z° LEDGE i------- r--------- ----1 e - ------ ----, II INTERIOR II, 1/2" DRYWALL z0Q 1/2" ANCHOR BOLT 2"x6" EXTERIOR STUD EM5ED 1" (MINIMUM) WALL -9 16" O.C. 12" ON CENTER R-20 BATT INSULATION I 20"X8" FOOTING 2"x6" TREATED SILL 5/8" TYPE 'X' GYP 5RD I CAULKED JOINTS GARAGE/PORCH BY FRAMER w Q w 0Q = Op 3/4" THERMAX THERMAL BREAK 2" MIN. CLEAR r--31/2" CONCRETE FLOOR 6 MIL POLY VAPOR BARRIER 6" DRAINAGE ROCK fl 10" POURED CONCRETE I ° #4 RE5AR (GRADE 40) WALL - 42" HIGH ° ° I ° CONTINUOUS HORIZONTAL 3000 PSI (MINIMUM) 1, WITH -IN IS" FROM TOP OF WALL 04x24" (GRADE 40) DOWEL ° ° I ° ° 2" RIO RIGID INSULATION EMBED 5" (MINIMUM) ° 12" ON CENTER II WET SET OR EPDXY I FOOTING PER PLAN GROUTED IN-PLACE 15000 PSI (MINIMUM) u TYPICAL 10" FOUNDATION 5CALE 111 11-011 2"x6" EXTERIOR STUD WALL -0 16" O.G. I R-20 BATT INSULATION I 1/16" SHEATHING I I WATER RESISTANT BARRIER (HOUSE WRAP) I I VENEER PER ELEVATION I I EXTERIOR II Z I GRADE l l` 2"MIN. CLEAR 6„ „ 8" POURED CONCRETE ald WALL - 42" HIGH I I ° 3000 PSI (MINIMUM) II 0444" (GRADE 40) DOWEL I EMBED 5" (MINIMUM) 1 12" ON CENTER ° II a ° WET SET OR EPDXY GROUTED IN-PLACE II °° 1/2" DRYWALL 1/2" ANCHOR BOLT EMBED 1" (MINIMUM) 12" ON CENTER 2"x6" TREATED SILL CAULKED JOINTS BY FRAMER 3/4" THERMAX THERMAL BREAK r--31/2" CONCRETE FLOOR 4 d 6 MIL POLY VAPOR BARRIER 8" DRAINAGE ROCK 4 RE5AR (GRADE 40) CONTINUOUS HORIZONTAL WITH -IN IS" FROM TOP OF WALL 2" RIO RIGID INSULATION FOOTING PER PLAN 5000 PSI (MINIMUM) ITYPICAL 8" FOUNDATION m N 3L o r i 0 F 12'-0" r— — — — — — — — I 8" POURED GONG. 1 3140" HIGH 20"X5" FOOTING I R-10 INSULATION I I0 LIJ UNEXCAVATED N 3 1/2" CONCRETE I I J V-10 1/2" 40'-0" 28'-0" I I I I I I F I I I I A B I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L---- 8" POURED GONG. 2 LEDGE Li — ----- 3'-6" HIGH 20"X5" FOOTING = R-10 INSULATION F---- 7i OPTIONAL GAS FIREPLACE i SEE DETAIL I I U11II0II QIIIW If I n I L--iL--J UNEXCAVATED 3 1/2" CONCRETE12'- 2 1/4 Ilk l'3 r --------I I I L-1 11 I I I I 1 1 I I I I I I I I FL__ --iFL___ -i II 8" POURED GONG. 3'-6" HIGH 1 20"X8" FOOTING R-10 INSULATION I I II 1/2l,'2'-9 3/4" k 3'-5 3/4" 11 r I IjjiilIr ---- lig I I I I L -J II ii 0 \I r--------------------------- J _ Ir L__J i _` LJ C ---JI L r------ J ------- I 1 12'-5" r I I 8 POURED GONG. 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I R-20 BATT INSULATION I 1/16" SHEATHING I I WATER RESISTANT BARRIER (HOUSE WRAP) I I VENEER PER ELEVATION I I EXTERIOR II Z I GRADE l l` 2"MIN. CLEAR 6„ „ 8" POURED CONCRETE ald WALL - 42" HIGH I I ° 3000 PSI (MINIMUM) II 0444" (GRADE 40) DOWEL I EMBED 5" (MINIMUM) 1 12" ON CENTER ° II a ° WET SET OR EPDXY GROUTED IN-PLACE II °° 1/2" DRYWALL 1/2" ANCHOR BOLT EMBED 1" (MINIMUM) 12" ON CENTER 2"x6" TREATED SILL CAULKED JOINTS BY FRAMER 3/4" THERMAX THERMAL BREAK r--31/2" CONCRETE FLOOR 4 d 6 MIL POLY VAPOR BARRIER 8" DRAINAGE ROCK 4 RE5AR (GRADE 40) CONTINUOUS HORIZONTAL WITH -IN IS" FROM TOP OF WALL 2" RIO RIGID INSULATION FOOTING PER PLAN 5000 PSI (MINIMUM) ITYPICAL 8" FOUNDATION m N 3L o r i 0 F 12'-0" r— — — — — — — — I 8" POURED GONG. 1 3140" HIGH 20"X5" FOOTING I R-10 INSULATION I I0 LIJ UNEXCAVATED N 3 1/2" CONCRETE I I J V-10 1/2" 40'-0" 28'-0" I I I I I I F I I I I A B I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L---- 8" POURED GONG. 2 LEDGE Li — ----- 3'-6" HIGH 20"X5" FOOTING = R-10 INSULATION F---- 7i OPTIONAL GAS FIREPLACE i SEE DETAIL I I U11II0II QIIIW If I n I L--iL--J UNEXCAVATED 3 1/2" CONCRETE12'- 2 1/4 Ilk l'3 r --------I I I L-1 11 I I I I 1 1 I I I I I I I I FL__ --iFL___ -i II 8" POURED GONG. 3'-6" HIGH 1 20"X8" FOOTING R-10 INSULATION I I II 1/2l,'2'-9 3/4" k 3'-5 3/4" 11 r I IjjiilIr ---- lig I I I I L -J II ii 0 \I r--------------------------- J _ Ir L__J i _` LJ C ---JI L r------ J ------- I 1 12'-5" r I I 8 POURED GONG. Ir 11 r ----- i-----I 1 _ 3'-6" HIGH 20"X5" FOOTING I R-10 INSULATION I u 1 I L ----- JL ----- 1u 1 r- J Lr-- IJ, I ii z° LEDGE i------- r--------- ----1 e - ------ ----, II I 1 F — se r u _1 2" LEDGE z0Q I I I i L --J I I w 0z LJ I 20"X8" FOOTING N N T, w w C I I I UF-) 1j I II I w Q w 0Q = Op 19'-6" II J I SEWER LINE I I LJ_---LOG<ATE GLEAN -OUT ASI Lu to I GL#E TO FOUNDATION 1 13 cnpwv` iz Z Q U w O p UZJN 10" POURED GONG. w 0 AJC, Lu I IAS POSSIBLE IN I I 3140" HIGH 0 Q x Z Lu O I 1 I 1 I-- 0U 20"X8" FOOTING I r Z `n Qp=N 3 1/2" CONCRETE FLOOR WITH R-10 INSULATION Q F- w U JZ O 1 FIBER MESH REINFORCEMENT ZQw LuzZQ"~ 2" LEDGE — II J SLOPE TO GARAGE DOORS Uro° m J p=3 QUQwOUwZ> -Z p U wC ww pQ 2" LEDGE — — Z w 6" POURED GONG. UNEXCAVATED I Upwwp 3'-4" HIGH 31/2" CONCRETE p p z z 20"X5" FOOTING U zOQ N> QNB w 2 <2 R-10 INSULATION w°oQQw o 0 Om I 1 F — vi 2" LEDGE z0Q 10" POURED GONG. zz I 63'" HIGH w 0z t C I 20"X8" FOOTING N N T, w w C Lu 0 O R-10 INSULATION Ji V) O Z UF-) U- w Q w 0Q = Op 19'-6" N w wJ I p O u- u- Q U Lu to I 03 Z p 13 cnpwv` iz Z Q U w O p UZJN I o w 0 AJC, LuQ0 _< Zpzz IN I I O m w Q 0 Q x Z Lu O I I I 1 I-- 0U UNEXCAVATED I w Z `n Qp=N 3 1/2" CONCRETE FLOOR WITH O= m Q F- w U JZ O CL JZ~ FIBER MESH REINFORCEMENT ZQw LuzZQ"~ I O N pw SLOPE TO GARAGE DOORS I Uro° m J p=3 QUQwOUwZ> -Z p U wC ww p C(D p Q 0o Z Z w w pZwwd0w w Z w Upwwp J 0 O ZoQz Uwmp p z z wZQ< w NUzOQN> QNB w 2 <2 Ln w°oQQw o 0 Om GARAGE WALL 8 POURED GONG. 4'-0" HIGH I 20"x8" FOOTING MASONRY OPENING D A 2" DRIVEWAY APRON LEDGE B 16'-2" 14'-6" 5'-6" 20'-0" 40'-0" FOUNDATION PLAN O Y U 0 N 0 m I I I I I I I 8" POURED GONG. - 3'-6" HIGH 20"X8" FOOTING N R-10 INSULATION I I LCW FLCCR FLAN INCTE5 NOTE: SEE FULL NOTES ON GENERAL NOTES PAGE ALL NOTES ARE TYPICAL UNLESS NOTED OTHERWISE FOUNDATION NOTES I. WALL PROFILES ARE NOTED ON PLAN 2. WALL THICKNESS IS NOMINAL UNLESS STATED OTHERWISE. 3. WALL INSULATION PER CODE (SEE DETAILS) 4. FOOTINGS TYPICALLY 8" THICK, WIDTH NOTED ON PLANS 5. INTERIOR BEARING WALLS - 2 "x6 or 2x4" (PER PLAN) ON 20"x8" CONTINUOUS CONCRETE FOOTINGS. 6. PAD FOOTINGS AT POINT LOAD LOCATIONS ARE NOTED ON PLAN IN SIZE AND LOCATION. 1. GRADE TO BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL AND SLOPE DOWNWARD AWAY WITH -IN FIRST 10'-0" OR HAVE ADEQUATE &WALE PROVIDED. FOUNDATION HEIGHTS 8'-4" x 8" FULL FOUNDATION x 8" LOOKOUT 4'-0" x 8" WALKOUT NOTE: STEP FOUNDATION WALL PER CODE ON &IDEWALL& 4'-0" x 8" GARAGE SIDES WITH 2" GARAGE LEDGE 4'-0" x 8" GARAGE FRONT WITH 2" DRIVEWAY LEDGE 8'-4" x 12" GARAGE/HOUSE COMMON WALL WITH 4" LEDGE 8'-4" x 12" STOOP/HOUSE COMMON WALL WITH 4" LEDGE 1'-8" x 8" STOOP WALL - 8" BELOW T.O. MAIN FOUNDATION NOTE: FOUNDATION LEDGES 8" BELOW TOP OF WALL FRAMING NOTES 8'-2"f CEILING HEIGHT (8'-4" POUR + 1 1/2" PLATE - 31/2" GONG. FLOOR) EXTERIOR WALLS ARE 2"x6" -s 16" O.C. WITH R20 INSULATION INTERIOR WALLS ARE 2"x4" a 16" O.G. ANGLED WALLS ARE 45° HALF HIGH WALLS ARE 42" HIGH 9 16" O.C. HALF HIGH WALLS (ANGLED) ARE 38" HIGH -s 16" O.C. BEARING WALLS ARE 9 16" O.C. (SHADED DARKER) WITH NOTE: 16"x8" CONTINUOUS POURED GONG. FOUNDATION UNDER WALLS WINDOWS ,AND DOORS WALKOUT AND FULL FOUNDATION - 1'-0" 1/4" WINDOW HEIGHT LOOKOUT - SET ON DOUBLE BOTTOM PLATE 42" MAX HEIGHT WINDOW WINDOW AND DOOR HEADERS ARE (2)2"x10" EGRESS AND TEMPERED WINDOWS ARE NOTED EGRESS WELLS ARE SHOWN (SEE DETAILS) BATHROOM NOTES 1. BATH VANITIES ARE 36" HIGH. 2. TOWEL BARS ARE MOUNTED AT 54" ABOVE FINISHED FLOOR (AFF). LOCATION NOTED ON PLANS. 3. TOILET PAPER HOLDERS MOUNTED AT 24" AFF 4. BATHROOM MIRRORS ARE 36 " HIGH, WIDTH PER PLAN, AND ARE FRAME -LESS PLATE. 5. VANITY LIGHTS ARE MOUNTED AT 1'-O" ABOVE FLOOR. o. PROVIDE MINIMUM OF 15" FROM CENTER OF TOILET TO SIDE WALL OR CABINET AND 21" CLEAR IN FRONT OF TOILET FIRE PROTECTION NOTES 1. CEILINGS IN MECHANICAL, STORAGE AREAS, AND UNDER STAIRS TO HAVE 1/2" INSTALLED. 2. UNFINISHED LOWER LEVELS TO HAVE 1/2" DRYWALL. 3. PROVIDE FIREBLOCKING AND DRAFTSTOPPING PER CODE. SMOKE ,AND CARBON MONOXIDE DETECTORS NOTE: DETECTORS SHALL BE COMBINATION WHEREVER POSSIBLE SMOKE DETECTORS 1. DETECTORS TO BE INSTALLED ON CEILINGS 2. 2. TO BE INSTALLED INSIDE EACH SLEEPING ROOM, OUTSIDE THE IMM IATE AREA (WITH -IN 10'-O") OF EACH SLEEPING ROOM, AND AT LEAST ONE (1) ON EACH FLOOR OF THE HOME. CARBON MONOXIDE DETECTORS 1. DETECTORS TO BE INSTALLED ON CEILINGS. 2. SHALL BE INSTALLED OUTSIDE THE IMMEDIATE AREA WITH -IN 10'-0" OF EACH EPING AREA JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z p } vi J cn oQw z0Q 12o QQz ODoOw~ zz zz= FOUNDATION w 0z t C 0=z L) w — 0- N N T, w w C Lu 0 O Z OU Ji V) O Z UF-) U- w Q w 0Q = Opwm Lu N w wJ U~_ U Uzi—wpz p O u- u- Q U N m w U m 0 Lu U0 U w p w 03 Z p 13 cnpwv` iz Z Q U w O p UZJN0Lu w 0 AJC, LuQ0 _< Zpzz V,< 0 LU O m w Q 0 Q x Z Lu O WzzO} O Q Qw0>- J p 0~ up,P7-Q00U LDpQ I-- 0U2w w Z `n Qp=N CC z w Qp0= O= m Q F- w U JZ O CL JZ~ z3 ZQw LuzZQ"~ Lu m0"'UviO O N pw O p w p w00 wZUzzw Q w Uro° m J p=3 QUQwOUwZ> -Z p U wC ww p C(D p Q ItyZ Z Z w w pZwwd0w w Z w Upwwp J 0 O ZoQz Uwmp p z z wZQ< w NUzOQN> QNB w 2 <2 Ln w°oQQw wLu ww Om THE MADISON VILLA Q Lu w 7- (y) w Lu D Z wZ p 0z 0 Co " p w 0 U CD LO w0 DRAWING RECORD REVIEW SET 04.17.2024 PERMIT SET 05.10.2024 CLIENT SET 05.10.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 FOUNDATION 02 z CL W CL 0 INTERIOR ROUGH OPENING SCHEDULE PRE -HUNG DOORS ROUGH OPENING WIDTH - ADD 2" TO DOOR SIZE 6'-811 DOOR HEADER HEIGHT - 8311 (ADD 3" TO (o'-811) 8'-O" DOOR HEADER HEIGHT - 9911 (ADD 3" TO 8'-0") BI -FOLD DOORS ROUGH OPENING WIDTH - ADD 1 1/2" TO DOOR SIZE 6'-8" DOOR HEADER HEIGHT - 62" (ADD 2" TO 6'-8`9 POCKET DOORS ROUGH OPENING WIDTH - DOOR SIZE x TWO, PLUS 2" 6'-8" DOOR HEADER HEIGHT - 8211 (ADD 2" TO 6'-8`9 DOUBLE PRE -HUNG A5TRIGAL-DOOR WIDTH PLUS 3" (EX: 5'-0 WIDE" = 63") ROLLER -DOOR WIDTH PLUS 2" (EX: 5'-0" WIDE" = 62") CEMENT BOARD TRIM 2) 2x(o POST WINDOW PER PLAN SILL PER SELECTIONS EXTENSION JAMB PER SELECTIONS MULL COVER PER SELECTIONS WINDOW MULL DETAIL T--I—AI — 11 1 f T/ f l AT INTERIOR ROUGH OPENING SCHEDULE DRYWALL AND CASED OPENINGS WIDTH ON PLAN PLUS I" x HEIGHT ON PLAN PLUS 1/2" 3" FIN. RETURN (TYP) OR DIMENSIONED TO CENTER BARN DOORS ROUGH OPENING WIDTH - I" SMALLER THAN DOOR SIZE ROUGH OPENING HEIGHT - ACTUAL DOOR SIZE DOUBLE BARN R.O. WIDTH - 1" SMALLER THAN COMBINED DOOR SIZE ROUGH OPENING HEIGHT - ACTUAL DOOR SIZE FIREPLACE - 42" ROUGH OPENING - 42 1/2" WIDE x 39" ABOVE FLOOR BOTTOM OF ROUGH OPENING UP 4" FROM FLOOR ACTUAL ROUGH OPENING HEIGHT 3511 HIGH FINISHED RETURN UNLESS DIMENSIONED ON PLAN OPENING 51ZE PER PLAN 4ED OPENING 12" DOWN oDMFINISHEDCEILING TWO (2) STUDS TO DOOR R.O. DRYWALL OPENING= DETAIL NUMBER OF KING STUDS) TYPICAL WINDOW HEADER WITH 9' GEILINCz I UUINDOW ROUGH OPENING SCHEDULE WINDOW HEIGHTS MAIN FLOOR HEADER HEIGHT - I'-11 3/811 U.N.O. UPPER FLOOR HEADER HEIGHT - 6'-I1 3/8" U.N.O. LOWER WALKOUT HEADER HEIGHT - 6'-11 3/8" U.N.O. LOWER LOOKOUT 8 FULL FNDTN - 6'-I1 1/2" U.N.O. WINDOWS SET ON DOUBLE BOTTOM PLATE WINDOW5 (NON -MULLED) ROUGH OPENING IS ACTUAL (NOMINAL) SIZE - WDTH 8 HGT WINDOWS (MULLED) R.O. 15 ACTUAL (NOMINAL) OF BOTH (3050-2 = 72" WIDE) HEADER SPANS UP TO 4'-1111 - 1 TRIMMER 5'-0" 4 UP - 2 TRIMMERS (U.N.0) 2X6 EXTERIOR WALL STUD VAPOR BARRIER TO EXTEND TO STUD -TAPE SEAM EXTERIOR DOORS ROUGH OPENING SCHEDULE ENTRY DOOR DOOR WIDTH PLUS 2 1/211 - DOOR HEIGHT PLUS 2 1/411 1740 BRICKMOULD (B.M.) - WIDTH PLUS 4" / HEIGHT PLUS = 3" 12 TALL TRANSOM - ADD 2" TO HEIGHT FOR 14" 3611 DOOR / 1211LITE 51 3/4 (WIDTH) x 95 3/4 (HEIGHT) - B.M. 53 1/2II x 96 1/2II 3611 DOOR / 1411 LITE 53 3/4" (WIDTH)x'35" 3/4" (HEIGHT) - 5.M.551/2" x 96 1/2" 3611 DOOR / 12" DBL LITE 65 1/4" (WIDTH) x 95" 3/4" (HEIGHT) - B.M. 67" x 96 1/2" 3611 DOOR / 14" DBL LITE I 69 1/4" (WIDTH) x 9511 3/4" (HEIGHT) - B.M. 71" x 96 1/2" SLIDING PATIO DOOR I DOOR WIDTH x 8011 (('-8") - 7211 ((o'-10) - 9611 GARAGE SERVICE DR 3411 R.O. WIDTH x 82 1/2" R.O. HEIGHT (3211x8011 DOOR) 2X6 EXTERIOR WALL_ STUD VAPOR BARRIER TO EXTEND TO STUD -TAPE SEAM HORIZONTAIL BLOCKING INTERIOR WALL WALL INTERSECTION TYPICAL DOUBLE TOP PLAT NUMBER OF KING STUDS) c<1 1 TYPICAL WINDOW HEADER WITH O'CEILING SC,ALt:: 1 1/2" = 1'-V" 2X6 EXTERIOR WALL STUD LXro MAI>=KIVK WALL STUD TYPICAL EXTERIOR CORNER OL,/4LM:: 1 I/C= 1 -V GARAGE DOOR HEADER INSIDE GARAGE DOOR OPENING__ JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 ZO} CLvi J ( CL 1740 LOWER FLOOR FINISHED Oo0wzp zQw ZQ= FOUNDATION 1740 w-- (DLuO=Z UQ O = wcwnwUZ fl 463 CL0 O0 z C ( Z Qwc~i OU wQw00Z Q = O0 w m wOUw N w w F- U~_ U V Z=w0Z 20: LL. N wwUm Q WLU0 V w ON OAU ZQ moLu V) Z =0U'-'-'O C0 O Q o~ J 0 LOE Z - v) Q< DOZ O L 2 w Q/ im C) xLu OZ W ZZO} 0 D Q w Z w w J O O w J Ou pC 2w Lu pU pw,F7-Q Z `"Qc=vi CC ZZ w Q D U= O= m Q F- U -Z Q w O a n J Z~ Z 3 ZLJJ Z Z Q~ w w0-u -0 O N Ow D D U v) w 0 O w 0 wZQwZZJ, w<o I m 0-- Q U OULUZ>- U w0 O 3 v>w() >- 0 LQQo JQO0 OO<t Z Z wZaf Z0 1 Q V i 0 m J Z ( Lu OU_ J zQZQULu 02 OZ p O m w= U U O Q Qcn Z N w w N0ZZ Oz wp= Lu U Ln Q www Om THE MADISON VILLA Lu w Z co (D Lu C) Lu U Q: 0 D 0 Z Q mV) O D -%0 Lr) Z co 0 0 0 Jo lqq- w DRAWING RECORD REVIEW SET PERMIT SET CLIENT SET Q O LU z z O LU U z 20 04.17.2024 05.10.2024 05.10.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 FRAMING DETAILS IN R. N O N O Lu Q r) O J n r) 0 Z O W Z Cn 00 N Lr) O Lu Z Z Q w Z Q W CL c CV O N U Z ui O O w m O 12 8F;; VINYL LAP SIDING b b a VINYL LAP SIDING I I I I II I I C - ADJUST FOUNDATION AS REQUIRED PER GRADE NOTE: VINYL CORNERS RIGHT ELEVATION ON SIDES AND REAR 5GALE:: 1/0" = 1'-0" r--- GABLE -END ---, I I I 812 8:1> I I I I IIIA I I I k I I - I cA I LJ---------------- TT c 1 i IIi i I lu ' OI ON La I z-10 u1 6 W - co IiuI OOw I- z t" I z0D 111 7: wisP I I ui I 8:12 8:12 II I o r i I I I III GABLE END ELEVATE ON NOTES A_ NOTE: SEE FULL NOTES ON GENERAL NOTES PAGE ALL NOTES ARE TYPICAL UNLESS NOTED OTHERWISE MATT=RIALS ARE AS INDICATED ON PLAN. FRONT ELEVATION: COMPOSITE OR VINYL LAP SIDING AS NOTED. THIS INCLUDES LAP SIDING, SNAKE, OR BOARD AND BATTEN. WINDOWS GRIDS (2x3 TYPICAL) FRONT ONLY. STONE VENEER WITH 2" LEDGE CAP WHERE SHOWN. STONE RETURNS AS NOTED ON PLAN. 4" CORNER BOARDS (VINYL OR COMPOSITE) AS NOTED. 4" COMPOSITE WINDOW AND DOOR TRIM FRONT ONLY COMPOSITE GARAGE BUCKS (SEE DETAIL) 51DE AND REAR ELEVATIONS: VINYL LAP SIDING WITH VINYL CORNERS NO WINDOW OR DOOR TRIM (U.N.O.) ROOF FL A L[ SCALE:: 1/S" = 1'-0" ROOF VENT CALCULATIONS AREA SQ. FT. SQ, IN. VENTS LIVING 1140 418 9 GARAGE 463 111 3 IVU I t: YtN 15 A<k C.ALC.ULA I kV Al 1/300 NET FREE VENTILATING AREA USING LOMANCO 750 ROOF VENTS PER IRC 8806.2 - EXCEPTION 2. I I I I I I I I I 4" LP TRIM ON SIDES AND REAR REAR ELEVATIO N 1/2" DRYWALL SIDING I=RONY 2"x6" STUD WAL VENEER PER ELEVATION 1/2" DRYL SIDING I=RONY 2"X4" WOOD TRIM BOARD GARAGE DOOR WEATHER STRIPPING 1x8 COMPOSITE GARAGE BUCK GARAGE DOOR KEYPAD SET AT 48" A50VE FLOOR <` 6" CEMENT BOARD TRIM a a 2"X4" WOOD TRIM BOARD Q GARAGE DOOR u 11 WEATHER STRIPPING 1x8 COMPOSITE GARAGE BUCK GARAGE DOOR KEYPAD SET AT 48" ABOVE FLOOR STONE VENEER IGAI;RAGE 5UC< IDETAI SCALE:: 1" = P -O" MAIN FLOOR PLATE WINDOW_ HEIGHT 0 n m MAIN FLOOR 4" FRIEZE BOARD LEFT ELEVATION s«E- 3/8" x 1'-4" WIDE SOFFIT N 12" OVERHANG PER SELECTIONS zOQ QQz 0U 04 ZD ZQ zp= FRIEZE PER PLAN 1x6" TRIM PER wcN-n(DO=z,UQ 0 SELECTIONS 463 Inlui j 00 z MATCH MAIN JO_OU PITCH (U.N.O.) wm wU 11 U 11JQz uj 0 PANEL PER N wwUm% m wNQwuJU0 Uw pN OAU Z<u10_jo ALUMINUM A IT Zozz- SELECTIONS X W p- J mQU CL0-Q Lu O WozZ:zz J WOQQOL>- ot jO i Z I-- QOU n Q AND FAS TREATED POST Zv'L'Q CC zZ w Q 0 0= O= m i r Z 3 ZW Z Z Q~ PLAN Qw O o000 Q wUzZJw W Q U W m p J I j 3: o 2x BLOCKING I z z CmL w w_ J Z w w w 0 i U p w p 0 J 0u0 CORNER TRIM AS REQUIRED L---------- o> PER PLAN t.,a Tath r ata FIBERGLASS BRACKET FYPON 5KT12x16 O 12 n OFi BOARD AND BATTEN \ 4" BAND BOARD 1 3) 2626 FIXED WINDOWS OF MULLED, BLACKED OUT R.O. 90" x 30" LJ ROOF RET SEE DETA 12" SMOOTH SOFFIT 4" WINDOW TRIM - TYPICAL-' ISO AT FRONT ELEVATION Oz ca D o r— CONCRETE PORCH 12"x12" ARCHITECTURAL COLUMN - SEE POST PROFILE DETAIL I FRONT ELEVATION 12 FRONT VIEW 11-411 VENEER PER ELEVATION SIDE VIEW CTURAL TE PORCH 12" OVERHANG — FRIEZE PER PLAN 12 MATCH MAIN PITCH (U.N.O.) ALUMINUM SOFFIT AND FASCIA CORNER TRIM PER PLAN TYPICAL RETURN DETAILS FIBERGLASS BRACKET FYPON 5KTl2xl6 12 PER ELEVATION 1'-4" VENEER PER ELEVATION Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 z Q } N J N d oQw zOQ QQz 0U 04 ZD ZQ zp= FOUNDATION 1740 wcN-n(DO=z,UQ 0cwnw0z 0' 463 Inlui j 00 z C In JO_OU wQw00z Q = O wm wU Snww J U 11JQz uj 0 N wwUm% m wNQwuJU0 Uw pN OAU Z<u10_jo Zozz- W p- J mQU CL0-Q Lu O WozZ:zz J WOQQOL>- ot jO 0 Z I-- QOU n Q o 0 w W Zv'L'Q CC zZ w Q 0 0= O= m Q J U Jz Q w O a J Z~ Z 3 ZW Z Z Q~ Luov)u -0 Qw O o000QwUzZJw W Q U W m p J Q U OWZ> -z () 3 3: o Q< 0 z z CmL w w_ J Z w w w 0 L w Z w U p w p 0 J 0u0 Z o Q Z Uwm0 pzz o> wZQ< ZOQ Nuj www Om THE MADISON VILLA WE0_111 oil GARAGE DOOR PER PLAN COMPOSITE GARAGE BUCKS I HOME ADDRESS STONE I STONE SILL STONE VENEER E47 DRAWING RECORD REVIEW SET 04.17.2024 PERMIT SET 05.10.2024 CLIENT SET 05.10.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 ELEVATION B 0 Z Q CL W CL cy) N 0 N U Z O 0 con 0 0 m I N CL N N oQ ; z OU Tn T-6" '-2" 6'-6" 6'-10" p 5L1ER wcN—n(D LLIO Lu 0, 463 C QL>L 0 z IO O LOU U< Lua = o U O NLZLiw J W LU 5 L a t/. 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LuLu Lu W U0 ULu Lu OAU zQw VAULT I VAULT z J cn w w w 0C,N:2uJ 3 I V) o LU=)p- mQU 0wQ Lu0 WzzO} OzJw QpO'wr O002X z QpU EQUR 9E,45ON-T CONCRETE PAT10 Z`='wQ=N LTP O= 12'-O"X12' O" CL J Z~ r VA4TED zLJJ z `n Q om~ z ONU t Oow woo 4 I 00 UPJ OmJ UzQ zoo Lu I vwi C)} U O w w Q< 0 D D ROOF TRUSSES O ZCz_Luaf J Z w w w 0 12k 9 24" ON CENTER Upwwp F-J 0F,0 zoQz wm I m Lj w NUozz zOQ I w 2 V)V) 6'-0" 6'-0 Qw A g EGE55 LU w m SLIDER SLI ER DRYWAJ OPENING 80500 50 T11 9'-113/4" 2'-0" N- r 5 1/2' ROOF TRU55ES5 I -9 24" ON CENTER I LIVING ROOM I PRIM AR 5UITE DINING ROOM LVP LVP I 10" STEP VAULT I I ROOF TRUSSES ELECTRIC FIREPLACE Q 24" ON CENTER R.O. 48 7/8" WIDE X 16" I 3'-4" 6'-9" HIGH BOTTOM OF ROUGH OPENING UP 18" FROM FLOOR zL-------------J 9-9 ISLAND 4'-5" 5'-4" U q I N IDW 246812665 O U L 1-------1----JJ Lu — I'-6 1/4FIL41Cn KITCHEN 3 LU 1 ; OOLVP8'-7" --- i -q \ DWIR I> m m N 6 1" ItIA1 F ICs TO Li P NTR1 NCH,PR. 3'-2" SHELVLJ 4TH r x -------------- LINEN (5 4 '-10" 6'-9 3/4" i O 2468i5'_4'' owp 1 ERV Q cs i -1 r 2x6 WALL BEDROOM 3 CARPET i N ROUGH IN - LL - WIRES LVING i N I CSINKiLu m PLUMBING ` i CARP T ly 2 -6 m 1'-6 1/ ' i u i i -1 JLu m I Io z Q LAIJNDR, 10'-4 v4" 3' v2" 6'a) I-0" CIO 0 L" I Im VINYL i tu N 2668= r 0 0 4 N SHELF4ROD 2x6 WALL 2868 0 0 LuL I0 I I z 20 MINUTE HOSE IRRIGATION FIRE DOOR 5155 SYSTEM O 48" VANITY I I INSTALLATION tu 3'-9 1/2' O 6'-4 1/4" 9'-8" 2'-6" 1'-4" 3 B,4TH LVT N 4" 5'-0" 3 4 5080i ATTIC r DRYWALL - ACCESS m OPENING OFF I CE II o Q z l l ENTRE' G,4RAGE CARPET O uzil I LVP CONCRETE FLOOR SLOPE TO DOORS 2X6 GARAGE WALLS 6 16" O.C. DRYWALL ON WALLS AND CEILING r INSULATED WALLS AND CEILING r ROOF TRUSSES 24" ON CENTER 068 ENTRY bR O Z 5040 0 1 SLIDER Nwui - o O I EGRE55 K u O Q in o ROOF TRUSSES x I I=RONT PORCH Z r o 0 o ED24" ON CENTERz CONCRETE 1 -6 I1 -6 ARC ED SOFFIT O a' Lu ' a DROPPED SOFFIT Lufu `- as ELECTRICAL 7 1p PANEL (VERIFY) 3r1x10-DR PPED CONT. to+ 2)11116" LSL-DROPPED 2 X10-DROFFED _ CONTINUOUS TO EACH COMER 12"x12" ARCHITECTURAL E vI SEE PORTAL FRAME DETAIL COLUMNS -SEE =05T 16' x 7' GARAGE DOOR PROFILE DETAIL A g D SI EWALK ASPHALT DRIVE 13'-2" 6'- " 16'-O" AT CURB 1'-3" l'-3" 2'-9" 2'-9" 10'-O" 10'-0" 14'-6" 5'-6" 20'-0" 40'-O" MAIN FLOOR PLAN N BLOCKING FOR VERTICAL 18" r GRAB BAR HOSE BIBB m C, AC UNIT MOUNT ON STEEL FCD BRACKET t,41N FLOOR FLAN NOTES NOTE: SEE FULL NOTES ON GENERAL NOTES PAGE ALL NOTES ARE TYPICAL UNLESS NOTED OTHERWISE FRAMING NOTES 9'-1 1/8" P±LATE HEIGHT EXTERIOR WALLS ARE 2"x6"e 16" O.C. WITH R20 INSULATION INTERIOR WALLS ARE 2"x4" a 16" O.G. ANGLED WALLS ARE 45° HALF HIGH WALLS ARE 42" HIGH a 16" O.C. HALF HIGH WALLS (ANGLED) ARE 38" HIGH -6 16" O.C. BEARING WALLS ARE a 16" O.C. (SHADED DARKER) WINDOWS AND DOORS 6'-I1 3/8" OR 7'-11 3/8" WINDOW HEIGHT AS NOTED ON PLAN WINDOW AND DOOR HEADERS ARE (2)2"x10" EGRESS AND TEMPERED WINDOWS ARE NOTED KITCHEN NOTES I. BASE CABINETS ARE 36" HIGH AND 24" DEEP 2. UPPER CABINETS ARE aro" HIGH AND 12" 3. MINIMUM IS" BETWEEN COUNTER TOP AND UPPER CABINETS 4. 4. MINIMUM aro" CLEAR WALK SPACE BETWEEN CABINETS IN PLAN BATHROOM NOTES 1. BATH VANITIES ARE aro" HIGH. 2. TOWEL BARS ARE MOUNTED AT 54" ABOVE FINISHED FLOOR (AFF). LOCATION NOTED ON PLANS. 3. TOILET PAPER HOLDERS MOUNTED AT 24" AFF 4. BATHROOM MIRRORS ARE aro" HIGH, WIDTH PER PLAN, AND ARE FRAME -LESS PLATE. 5. VANITY LIGHTS ARE MOUNTED AT -l'-O" ABOVE FLOOR. ro. PROVIDE MINIMUM OF 15" FROM CENTER OF TOILET TO SIDE WALL OR CABINET AND 21" CLEAR IN FRONT OF TOILET FIRE PROTECTION NOTES I. GARAGE CEILINGS TO HAVE 1/2" DRYWALL INSTALLED. 2. CEILINGS IN UNFINISHED AREAS TO HAVE 1/2" DRYWALL INSTALLED. 3. PROVIDE FIREBLOCKING AND DRAF75TOPPING PER CODE. SMOKE ,AND CARBON MONOXIDE DETECTORS NOTE: DETECTORS SHALL BE COMBINATION WHEREVER POSSIBLE SMOKE DETECTORS 4. DETECTORS TO BE INSTALLED ON CEILINGS 5. 2. TO BE INSTALLED INSIDE EACH SLEEPING ROOM, OUTSIDE THE IMMEDIATE AREA (WITH -IN 10'-0") OF EACH SLEEPING ROOM, AND AT LEAST ONE (1) ON EACH FLOOR OF THE HOME. CARBON MONOXIDE DETECTORS ro. DETECTORS TO BE INSTALLED ON CEILINGS. 2. SHALL BE INSTALLED OUTSIDE THE IMMEDIATE AREA WITH -IN 10'-0" OF EACH SLEEPING AREA STAIRU AYS 1. TREADS SHALL BE MINIMUM OF 10" 2. RISERS SHALL BE MAXIMUM OF -1 3/4" 3. MINIMUM WIDTH SHALL BE NOT LE55 THAN 36" (CLEAR). 4. MINIMUM HEADROOM SHALL BE MINIMUM OF ro'-8" FROM THE SLOPED LINE OF TREAD NOSING TO CEILING AT ALL POINTS ALONG STAIR RUN. 5. MINIMUM OF 36" LANDING SHALL BE PROVIDED AT BOTTOM OF STAIRS. ro. HANDRAILS SHALL BE PROVIDED ON ONE SIDE OF STAIRS IF OVER 4 RISERS. 1. ALL RAILINGS TO HAVE LESS THAN 4" SPACE BETWEEN BALUSTERS. HALF WALLS AND RAILINGS I. HALF HIGH WALLS ARE 2x4 - 42" HIGH 2. HALF HIGH WALLS SLOPED AT STAIRS ARE 2x4 - 38" HIGH 3. RAILINGS ARE 38" HIGH 4. ALL RAILINGS TO HAVE LESS THAN 4" SPACE BETWEEN BALUSTERS. JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 z in CL N J N oQ ; z z0Q oFQQz OU zQLu zp= C-4 Lu 0z wcN—n(D O=z UQ O LU Lu 0, 463 C QL>L 0 0 z LOUU< Lua = o UF- wm U NLZLiw J UZ 11JQzLU 5 L Q t/. LuLu Lu W U0 ULu Lu OAU zQw 1 m0L'JVNiQw ZQOw0-1oUzJcnwww 0C,N:2uJ0Q < Lu Zozz- V) o LU=)p- mQU 0wQ Lu0 WzzO} OzJw QpO'wr O002X z QpU D wv Q00 Z`='wQ=N cczz w O= zQF- J U Q w O CL J Z~ z 3 zLJJ z `n Q om~ z ONU t Oow woo Dp0 -w0 wOUQwzZz-j- UQ UPJ OmJ UzQ zoo C w w 0 30 z vwi C)} U O w w Q< 0 ZCz_Luaf J Z w w w 0 w w Z L L Upwwp F-J 0F,0 zoQz wmC Lj w NUozz zOQ N> QNvi w 2 V)V) w°oQQwL°o LU w m Z THE MADISON VILLA w w Z M U' w Lu U Q: D 0 Z Q mV) O D 4.0 Lr) Z co F— 0 N 0 Jo w DRAWING RECORD Q O w z z E 044. w U z REVIEW SET 04.17.2024 PERMIT SET 05.10.2024 CLIENT SET 05.10.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 MAIN FLOOR 03 Z Q CL W CL N 0 N U z O O w m n O WP DIRECT WIfi2E I60" 5' -Il l/2" 1all I ELECTRIC4L4 MECHANICAL STANDARDS I. MAIN ELECTRICAL PANEL SHALL BE 150 AMP, WITH THE EXCEPTION OF TWO STORY HOMES SHALL BE 200 AMP. 2. PLAN SPECIFIC NOTES SUPERCEDE TYPICAL NOTES. 3. FOUNDATION CONTRACTOR TO PROVIDE 'UFER GROUND' AS CLOSE TO DETERMINED PANEL LOCATION AS POSSIBLE KITCHEN: TWO (2) 20 AMP CIRCUITS EVENLY DISTRIBUTED FOR GENERAL OUTLETS REFRIGERATOR: 15 AMP DEDICATED - 48" A.F.F. DISHWASHER: 20 AMP DEDICATED - IN CABINET DISPOSAL: IN CABINET, SHARED WITH DISHWASHER CIRCUIT MICROWAVE: 20 AMP DEDICATED RANGE (ELECTRIC): 50AMP 240 VOLT (4 PRONG) - 20" A.F.F. RANGE (GAS): ON SHARED 20 AMP CIRCUIT - 20" AFF. LAUNDRY: DRYER (ELECTRIC): 3OAMP 240 VOLT (4 PRONG) CENTERED BEHIND DRYER AT 30" AFF. - WASHER ONE (1) 20 AMP CIRCUIT - CENTERED BEHIND WASHER AT 30" A.F.F. DRYER (GAS): ONE (1) 20 AMP CIRCUIT SHARED BY WASHER AND DRYER CENTERED BETWEEN THE APPLIANCES 30" A.F.F. MECHANICAL: SUMP PUMP: 15 AMP DEDICATED 48" A.F.F. ERV: 15 AMP - 16" AFF. WATER HEATER: 30 AMP 240 VOLT, DIRECT WIRED 9P z DW/ \ p z \ RANGE w \ MICRO 4" LOW VOLTAGE ERV CONTROL VERIFY LOCATION LOCATED IN I4MECHNICAL -i WS I 60" 8'-O" i WATER H• TA -1 KEYPAD 46" ABOVE GARAGE FLOOR MAIN FLOOR ELECTRICAL - 1/4" = I -V I M D ISCONNECT WP IRRIGATION SYSTEM INSTALLATION EN P. N O N 0 Lu O J n 0 C Z O 0 Lu Z cn 2 00 N O Lu Q Z Z Q r) Z Q CL W CL y) N O N z O O w m n O NT 91 31111" 1 " 111VQ" 30" ]all j , '1 CROWN 2 LL" 3111 1 1/211 181' 301 1 1811 KITCHEN ELEVATION[ Z 4L-=.. I/G = 1 -V WIRE SHELVING WASHER DRYER ROUGH IN 240V SINK PLUMBING m O m 11 l, 61 1/211 4 1 LAUNDRY ELEVATION SCALE:: 1%111 = 1'- 011 ELECTRIC FIREPLACE MANTLE PER SELECTIONS 01- 011 1'-0" COUNTERTOP 8,'1 IS" 301 1 IS'1 CROWN F — — — T — — — — — — — T----T DISPOSA I I m TRASH i i DISHWASHER ISWITCH IN I I L--- ----- _LCABINET —__j J MICRO 1811 3( 11 2411 11 1 6'-911 CABINET RUN TOP VIEW Ll SINK 00 0 DRWR LIDE-IN-RANG DRWR TRASH pISHWASHER p DRWRLu 18" 301 1 18" 1811 36 A11211kli r51-611 KJ Q II ` 4 FRONT VIE4 CJ 2 KITCH.. - -.EN E- -LEVATION WASHING MACHINE PROVIDE OUTLET BOX WITH HOT/GOLD WATER 8 WASTE. NOTE: WASHER ON LEFT ELECTRIC DRYER DRYER TO VENT TO EXTERIOR DRYWALL TO CEILING PER SELECTIONS li 01 2'-011 9i-AIl 21_011 J YY STEP VAULT O LINEN V 21-011 MIRROR PER SELECTIONS 1511 4811 151' O BLOCKING FOR FOUNDATION 1740 T.V MOUNT 1740 GARAGE L--- LL=A w BLOCKING FOR BEHIND PLAN tEEP 11 L T- - 1 /_ 11 pz Lu SI K DRWR DRWR DRWR SINK RECES6 REFRIGERATOR PER 4" m DRYWALL II 1811CJ 2 LL" 3111 1 1/211 181' 301 1 1811 KITCHEN ELEVATION[ Z 4L-=.. I/G = 1 -V WIRE SHELVING WASHER DRYER ROUGH IN 240V SINK PLUMBING m O m 11 l, 61 1/211 4 1 LAUNDRY ELEVATION SCALE:: 1%111 = 1'- 011 ELECTRIC FIREPLACE MANTLE PER SELECTIONS 01- 011 1'-0" COUNTERTOP 8,'1 IS" 301 1 IS'1 CROWN F — — — T — — — — — — — T----T DISPOSA I I m TRASH i i DISHWASHER ISWITCH IN I I L--- ----- _LCABINET —__j J MICRO 1811 3( 11 241111 1 6'-911 CABINET RUN TOP VIEW Ll SINK 00 0 DRWR LIDE-IN-RANG DRWR TRASH pISHWASHER p DRWRLu 18" 301 1 18" 1811 36 A11211kli r51-611 KJ Q II ` 4 FRONT VIE4 CJ 2 KITCH.. - -.EN E- -LEVATION WASHING MACHINE PROVIDE OUTLET BOX WITH HOT/GOLD WATER 8 WASTE. NOTE: WASHER ON LEFT ELECTRIC DRYER DRYER TO VENT TO EXTERIOR DRYWALL TO CEILING PER SELECTIONS li 01 2'-011 9i-AIl 21_011 J YY STEP VAULT O LINEN V 21-011 MIRROR PER SELECTIONS 1511 4811 151' O BLOCKING FOR FOUNDATION 1740 T.V MOUNT 1740 GARAGE L------- BLOCKING FOR T.VGGMO'UI NT 11 L T- - 1 /_ 11 SI K DRWR DRWR DRWR SINK vcjm DRYWALL II 1811CJ 3011 1811 3011 CJ 8' -111 0 ELECTRIC FIREPLACE 31-611 01- 011 151FIREFLAGE E CGALt:: 1/2" = 1'-U" 3611 SIDE VIEW 131KITCHEN ISLAND ELEVATION51 I. 48" 6 1/21: 18 1/411 I. 18 1/4" 151FRIMARY BATH ELEVATII 5CALE:: 1/2" = I' -C)" ON ELECTRIC FIREPLACE RO. 46 1/8" WIDE X 16" HIGH BOTTOM OF ROUGH OPENING UP 18" FROM FLOOR FIXTURES CENTERED CROWN ON SINKS a LINEN LOWER FLOOR FINISHED MIRROR PER SELECTIONS 1511 4811 151' O O FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 SI K DRWR DRWR DRWR SINK vcjm II 1811CJ 3011 1811 3011 CJ 8' -111 6 PRIMARY BATH ELEVATION INTERIOR ELEVATION NOTE& NOTE: INT3=RIOR 1=LEVATION5 AND THE SYMBOLS REPRESENTING CABINETS, APPLIANCES, PLUMBING, AND MECHANICAL ITEMS ARE FOR GRAPHICAL REPRESENTATION ONLY. ACTUAL PRODUCT MAY DIFFER FROM ITS SYMBOL. 5ATHROOM NOTES 1. BATH VANITIES ARE aro" HIGH. 2. TOWEL BARS ARE MOUNTED AT 54" ABOVE FINISHED FLOOR (AFF). LOCATION NOTED ON PLANS. 3. TOILET PAPER HOLDERS MOUNTED AT 24" AFF 4. BATHROOM MIRRORS ARE 36" HIGH, WIDTH PER PLAN, AND ARE FRAME -LESS PLATE. 5. VANITY LIGHTS ARE MOUNTED AT I' -O" ABOVE FLOOR. 6 . PROVIDE MINIMUM OF 15" FROM CENTER OF TOILET TO SIDE WALL OR CABINET AND 21" CLEAR IN FRONT OF TOILET. KITCHEN NOTES 1. BASE CABINETS ARE 36 " HIGH AND 24" DEEP 2. UPPER CABINETS ARE 3(o" HIGH AND 12" DEEP 3. MINIMUM IS" BETWEEN COUNTER TOP AND UPPER CABINETS 4. MINIMUM 36" CLEAR WALK SPACE BETWEEN CABINETS IN PLAN FIXTURE CENTERED ON CABINET MIRROR PER SELECTIONS FIBERGLASS 1 2411 TUB/SHOWER DWR i SINK DWR m 11 1 17 0 / A 11 IIIBATHROOM ELEVATION I JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 zin 0-v w oQw z0Q cc,) Lu zZQE ? 0= Uo=O cwnw0Z Lu V) O=z UQ LuLu o, z zoow O CL U 0wQW O z Q = O LU Lu w Uw = m U w U w O Z0LL1~i Q h Lu Lu Um Q uJ U 0 O A U 13 m O W N Q w U w— O w Z 0 Z Q O w 0-j 0 Z1J N Oww ,,nn= U w O V Q V) Q V J C, to < W ZLU DOz<n 0wQ Wzzo} OZJW LL J >-w0 0QpO'wr m Q U Z- w Z,P7-Q 0 LD LUX<pU Z W CC ZZ w O= Q JwU JZ Q 0 0= m z Q w O a J Z~ Z 3 u J z Z Q~ C+NUvj 0 ODw O 00 U Z Z J LL U m U Q w Ow<o =mJ UwzrzEU wC w 0-- w03: JQO 0 3 QQo wz -j Lu Z z CmL Qc> mIL r° o °° J-z 1Ui1 w0 OU_ J <C4 2 0 0 p 0 m w= O U OZ O Q Z N w W F- U N QNB 0 Z Z U> Ln O=wp=< LuLu Q F- ww Om ? THE MADISON VILLA Q Lu w ZM()w Lu D Z w(Z p 0coo V) 0 z D o`0o " p w N 0 :2 U w0 DRAWING RECORD REVIEW SET PERMIT SET CLIENT SET 04.17.2024 05.10.2024 05.10.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 CABINETS 05 y) N 0 N U z O O w co 0 TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS 9 16" O.G. R20 INSULATION BAFFLES POLY VAPOR BARRIER DRYWALL ON WALLS WE TYPICAL ROOF ROOF VENTS PER CODE 50% IN ALL SOFFITS ASPHALT SHINGLES 15# FELT WITH STARTER 1/2" SHEATHING WITH CLIPS ENGINEERED TRUSSES R-49 INSULATION WITH BAFFLES POLY VAPOR BARRIER DRYWALL ON CEILING 3'-11 1/2" PRIMARY 51JITE 21-01 3 1/2" CONCRETE FLOOR 8" POURED CONC. 3'-6" HIGH 20"x8" FOOTING RIO INSULATION NALL 6 24" MEGN AUNIDRY 10" POURED GONG. 3'-6" HIGH 20"x6" FOOTING RIO INSULATION 5UILIDING SECTION 'A' SC.AlLt:: 1/4" = 1'-U" 0.12 • CGARAGE PROVIDE DRYWALL ON WALLS AND CEILING PROVIDE FIRE5TOP AT ALL SEAMS, GAPS, 6, AND PENETRATIONS NGINEERED ROOF J N RUSSE a 24" ON GE TER Z TYPICAL GARAGE EXTERIOR CLADDING PER ELEVATION HOU5EWRAP 1/16" SHEATHING 2x6 STUDS -a 16" O.G. POLY VAPOR BARRIER DRYWALL SLOPE FLOOR 3 1/2" JONCRETE FLOOR TOWARDS DOORS 15UILDING SECTION BI- 1 -V" 8" POURED CONC. 4'-0" HIGH 20"x8" FOOTING 12" ONE 5UILIDING SECTION 'C' L,/-ALt:: 1/4" = 1 -V" JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q} CL N J N oQ; z0Q --1 04 OUoOw~0 zQ z0m Z cwinw0z wcN—n( O=UQ 0ui uj 463 ix 0 uiV) U 0 0 Z U wQuw00z Q = O Uwm w0UC Nww F- V z 0 LL LL. Q z N w w U m Q m W U O VLL' N O U Z C) w N Q w Z=OU'- -i C) O Q V ~ J cl Lu Z0Oz— N Q < w=)p-J m<U Q w0 WzzO} OZJw QpO'wrot p0 w Z 0U wNF7-QO C) w Z Lu CC ZZ w Q 0 _ O= m Q F-JwU JZ Q w O CL J Z~ Z 3 ZD ZLJJ z Z Qctf~ O N U- 0 0- Q w O o o O v)EEOQwzZJLL Qw< I m lm D-- Z Q U OVwzzFU L O 3 cnw( 0'ww << C0J<00O O Z Z w Z Z Q< Z 1 Q V i IL 0 L.L L JLu ZLu ( Lu- OU_ J Q zQOZ Z p W 5 m w= U U O Q P7-Qcn Z N w w N2= :2 U w LnO w= O Q www Om THE MADISON VILLA Lu w Z M U' w Lu U Q: 0 Q:: D Z Q mV) O D -'4.0 Lr) Z co 0 0 0 Jo lqq- w DRAWING RECORD Q O w z z E 044. w U z REVIEW SET 04.17.2024 PERMIT SET 05.10.2024 CLIENT SET 05.10.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 SECTIONS v N 0 N U z O O w cn 0 BUILDING SECTION ENGINEERED ROOF TRUSSES -a 2411 ON ii L CENTER GARAGE c! PROVIDE DRYWALL 6, ON WALLS AND CEILING PROVIDE FIRESTOP AT ALL SEAMS, GAPS, AND PENETRATIONS 3 1/2" CONCRETE FLOOR BUILDING SECTION 'E' OL,/4LC:: 1/4" = I -LJ 1-411 - A11 12 411 8 411 m FOUR SEASON PORG 4 61 3 1/2" CONCRETE FLOOR TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS 6 16" O.G. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" DRYWALL ON WALLS 5ULDING.. SECTION 0L,ALC:: 1/4" = 1 -V IT JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q} CL N J N CL oQ; z0QC) OoO11 O ZQw z0= FOUNDATION 1740 wcN—n O=Z ULwcwnwZ CLO 463 LuLu LuQ w 0 z o OU wQw00z Q = O Uwm w Uw NLZw J UZQ ,. , zo 1~i Q z N wwU0 m zWUO VLL' N O A U ZQ 0 w N w iC) Z=UU'- 0IL NQ~ J Q LOE zwzzN wp-_j>-Lu0 O°QUZ 0wQ WZZo} 0OZJW QpU'wr pU F7-Q-jO w w Z 1`>=) c CC z w Qo0= O= m Q JwU JZ O CL JZ~ Z3 ZQw LuzZQ"~ ONUNwp pLLU Ln LU O OO LwLZ0QwUzzJLL W Q mO p J L Q U OuwZz U 3 0 Qa_ Z Z z_w w_ J Z w w w 0 J 11 J w Z w U p w p C J Dgo z Q Z ~ m ozz nW5 wzU w 2R z O Q Q N W N0ZZO= w= Lu U Ln Q F- w w O m THE MADISON VILLA w w Z M U' w Lu U Q: 0 D 0 Z Q mV) O D Lr) Z co F- 0 N 0 Jo w DRAWING RECORD REVIEW SET 04.17.2024 PERMIT SET 05.10.2024 CLIENT SET 05.10.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 SECTIONS 07 R. N O N O Lu Q r) O J n 0 c Z O r) Lu Z o 00 N O L0 Lu Q Z Z Q w 0 Z Q W c N O N U Z vi O O m n O FRONT VIEUJ EXTENT OF HEADER WITH DOUBLE PORTAL FRAME TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME ONE BRACED WALL PANEL) SEE PLAN FOR GARAGE DOOR WIDTH CONTINUOUS HEADER - SEE PLAN FOR SIZING MINIMUM 3"x11 1/8" HEADER. IF 1/2" SPACER IS USED, PLACE ON BACK SIDE OF HEADER. STEEL HEADERS ARE PROHIBITED FASTEN SHEATHING TO HEADER WITH SD GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN HEADER TO JACK STUD -STUD STRAP PER TABLE 8602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING TENSION STRAP PER TABLE 602.10.6.4. (ON OPPOSITE SIDE OF SHEATHING PANEL SPLICE (IF NEEDED) PANEL EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN 24" OF MID HEIGHT. ONE ROW OF 3" O.C. NAILING IS REQUIRED IN EACH PANEL EDGE MINIMUM DOUBLE 2"x6" POST (KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES 8602.1 (l) AND 2) MINIMUM DOUBLE 2"x6" FRAMING COVERED WITH MINIMUM 1/16" THICK WOOD STRUCTURAL PANEL SHEATHING WITH SD COMMON ON GALVANIZED BOX NAILS 3" O.C. IN ALL FRAMING (STUDS AND SILLS) AS SHOWN (TYPICAL) MINIMUM LENGTH OF PANEL PER TABLE 8602.10.5 MINIMUM TWO (2) 1/2" DIAMETER ANCHOR BOLTS INSTALLED PER SECTION 8403.1.6 WITH 2"x2"x3/16" PLATE WASHER ANCHOR BOLTS PER SECTION 8403.1.6 PORTAL FRAME AT GARAGE FRONT SGALE:: 3/411 = 11-01' RADON CONTROL SYSTEM - PASSIVE COMPLIES WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND 2020 MINNESOTA RESIDENTIAL CODE -1303.2402 PASSIVE RADON CONTROL SYSTEM MEANS A SYSTEM DESIGNED TO ACHIEVE LOWER AIR PRESSURE BELOW THE SOIL -GAS MEMBRANE RELATIVE TO THE INDOOR AIR PRESSURE BY USE OF A VENT PIPE THAT RELIES ON STACK EFFECT TO PROVIDE AN UPWARD FLOW OF AIR FROM BENEATH THE SOIL -GAS MEMBRANE. RADON GAS MEANS A NATURALLY OCCURRING, CHEMICALLY INERT, RADIOACTIVE GAS. SEALED MEANS TO PREVENT THE MOVEMENT OF AIR OR AIRBORNE GASES THROUGH A FLOOR, WALL, OR GE IL ING ASSEMBLY. SOIL -GAS MEMBRANE MEANS A CONTINUOUS MEMBRANE OF 6 -MIL 0.15 MM) POLYETHYLENE, OR 3 -MIL (0.015 MM) CROSS -LAMINATED POLYETHYLENE. VENT PIPE MEANS A 3 -INCH 116 MM) OR 4 -INCH (102 MM) DIAMETER ABS OR PVC PIPE USED TO VENT SUBSOIL GASES THAT HAVE COLLECTED UNDER THE SOIL -GAS MEMBRANE TO THE EXTERIOR OF THE DWELLING. A GAS -PERMEABLE MATERIAL SHALL BE PLACED ON THE PREPARED SUB -GRADE UNDER ALL FLOOR SYSTEMS. 2. A SOIL -GAS MEMBRANE SHALL BE PLACED ON TOP OF THE GAS -PERMEABLE MATERIAL PRIOR TO PLACING A FLOOR ON TOP OF OR ABOVE THE SOIL. THE SOIL -GAS MEMBRANE SHALL COVER THE ENTIRE FLOOR AREA. SEPARATE SECTIONS OF MEMBRANE MUST BE LAPPED AT LEAST 12 INCHES (305 MM). THE MEMBRANE SHALL FIT CLOSELY AROUND ANY PENETRATION OF THE MEMBRANE TO REDUCE THE LEAKAGE OF SOIL GASES. ALL PUNCTURES OR TEARS IN THE SOIL -GAS MEMBRANE SHALL BE REPAIRED BY SEALING AND PATCHING THE SOIL -GAS MEMBRANE WITH THE SAME KIND OF MATERIAL, MAINTAINING A MINIMUM 12 -INCH 305 MM) LAP. FASTEN KING STUD TO HEADER WITS SIX ((o) 16D SINKERS BLOCKING OR SHEATHING FILLER IF REQUIRED (TYPICAL) FASTEN TOP PLATE TO HEADER WIl TWO (2) ROWS OF 16D SINKER NAIL 3" O.C. (TYPICAL) MINIMUM 7/16" WOOD STRUCTURAL PANEL SHEATHING SIpE VIEUJ 3. A "T"FITTING SHALL BE INSTALLED BENEATH THE SOIL -GAS MEMBRANE WITH A MINIMUM OF 10 FEET OF PERFORATED PIPE CONNECTED TO ANY TWO OPENINGS OF THE "T"FITTING, OR BY CONNECTING THE TWO OPENINGS TO THE INTERIOR DRAIN TILE SYSTEM. THE THIRD OPENING OF THE `T"FITTING SHALL BE CONNECTED TO THE VENT PIPE. THE PERFORATED PIPE OR DRAIN TILE AND THE "T"FITTING SHALL BE THE SAME SIZE AS THE VENT PIPE. ALL CONNECTIONS TO THE `T"FITTING SHALL BE TIGHT FITTING. 4. POTENTIAL ENTRY ROUTES FOR RADON GAS SHALL BE SEALED ACCORD INGLY. 5. FLOOR OPENINGS AROUND BATHTUBS, SHOWERS, WATER CLOSETS, PIPES, WIRES, OR OTHER OBJECTS THAT PENETRATE THE SOIL -GAS MEMBRANE AND THE CONCRETE SLAB OR OTHER FLOOR SYSTEMS SHALL BE SEALED. 6, ALL CONTROL JOINTS, ISOLATION JOINTS, CONSTRUCTION JOINTS, OR ANY OTHER JOINTS IN THE CONCRETE SLAB, OR THE JOINT BETWEEN THE CONCRETE SLAB AND A FOUNDATION WALL, SHALL BE SEALED. ALL GAPS AND JOINTS SHALL BE CLEARED OF ALL LOOSE MATERIAL PRIOR TO SEALING. 1. PENETRATIONS OF ALL FOUNDATION WALL TYPES SHALL BE SEALED. JOINTS, CRACKS, OR OTHER OPENINGS AROUND ALL PENETRATIONS OF BOTH EXTERIOR AND INTERIOR SURFACES OF FOUNDATION WALLS SHALL BE SEALED. 8. ALL PENETRATIONS THROUGH FLOORS OR WALLS INTO UNCONDITIONED CRAWL SPACES SHALL BE SEALED. ACCESS DOORS INTO UNCONDITIONED CRAWL SPACES SHALL BE GASKETED. CRAWL SPACE VENTILATION SHALL BE PROVIDED ACCORD ING TO PART 1303.2400. 9. A SUMP CONNECTED TO INTERIOR DRAIN TILE MAY SERVE AS THE TERMINATION POINT FOR THE VENT PIPE, IF THE SUMP COVER IS SEALED OR GASKETED AND DESIGNED TO ACCOMMODATE THE VENT PIPE. THE SUMP PUMP WATER DISCHARGE PIPE SHALL HAVE A BACKFLOW PREVENTER INSTALLED. GENERAL PLAN NOTES PLANS COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND 2020 MINNESOTA RESIDENTIAL CODE. NOTE: ALL NOTES ARE TYPICAL 'UNLESS NOTED OTHERWISE' (LINO) 1. 2. DIMENSIONS ARE TAKEN FROM OUTSIDE EDGE OF EXTERIOR SHEATHING TO Z O JQ CENTER OF INTERIOR WALLS. FUTURE FAN (CLEAR SPACE) 3. NOTE: FAN INCLUDED IN WALL TO CENTER OF INTERIOR WALLS. ACTIVE RADON SYSTEM 4. O = 5. PROVIDE 110V OUTLET 6. HALF HIGH WALLS ARE 2x4 - 42" HIGH i ALL INTERIOR WALLS TO HAVE 1/2" DRYWALL. 00 SEE FIRE PROTECTION NOTES FOR DRYWALL IN GARAGE, LOWER NEAR RADON PIPING LEVEL, AND UNDER STAIRS 11. u GENERAL 1. FLOORING IS NOTED ON PLANS. FLOORING BREAKS INDICATED AS QpU REQUIRED. 2. Y FRAMING I. X 2. 6. 4 1. ALL INTERIOR WALLS ARE 2x4 6 16" O.C. 8. ALL DIMENSION LUMBER HEADERS TO HAVE MINIMUM ONE TRIMMER wIL 0 AT EACH END UP TO 5'-0" SPAN. 9. O FO 10. O° 4" SCHEDULE 40 VENT PIPE EQUAL, ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED WITH RADON REDUCTION SYSTEM m LABELED AT EACH FLOOR Om a RUN THROUGH CONDITIONED FRONT VIEUJ EXTENT OF HEADER WITH DOUBLE PORTAL FRAME TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME ONE BRACED WALL PANEL) SEE PLAN FOR GARAGE DOOR WIDTH CONTINUOUS HEADER - SEE PLAN FOR SIZING MINIMUM 3"x11 1/8" HEADER. IF 1/2" SPACER IS USED, PLACE ON BACK SIDE OF HEADER. STEEL HEADERS ARE PROHIBITED FASTEN SHEATHING TO HEADER WITH SD GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN HEADER TO JACK STUD -STUD STRAP PER TABLE 8602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING TENSION STRAP PER TABLE 602.10.6.4. (ON OPPOSITE SIDE OF SHEATHING PANEL SPLICE (IF NEEDED) PANEL EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN 24" OF MID HEIGHT. ONE ROW OF 3" O.C. NAILING IS REQUIRED IN EACH PANEL EDGE MINIMUM DOUBLE 2"x6" POST (KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES 8602.1 (l) AND 2) MINIMUM DOUBLE 2"x6" FRAMING COVERED WITH MINIMUM 1/16" THICK WOOD STRUCTURAL PANEL SHEATHING WITH SD COMMON ON GALVANIZED BOX NAILS 3" O.C. IN ALL FRAMING (STUDS AND SILLS) AS SHOWN (TYPICAL) MINIMUM LENGTH OF PANEL PER TABLE 8602.10.5 MINIMUM TWO (2) 1/2" DIAMETER ANCHOR BOLTS INSTALLED PER SECTION 8403.1.6 WITH 2"x2"x3/16" PLATE WASHER ANCHOR BOLTS PER SECTION 8403.1.6 PORTAL FRAME AT GARAGE FRONT SGALE:: 3/411 = 11-01' RADON CONTROL SYSTEM - PASSIVE COMPLIES WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND 2020 MINNESOTA RESIDENTIAL CODE -1303.2402 PASSIVE RADON CONTROL SYSTEM MEANS A SYSTEM DESIGNED TO ACHIEVE LOWER AIR PRESSURE BELOW THE SOIL -GAS MEMBRANE RELATIVE TO THE INDOOR AIR PRESSURE BY USE OF A VENT PIPE THAT RELIES ON STACK EFFECT TO PROVIDE AN UPWARD FLOW OF AIR FROM BENEATH THE SOIL -GAS MEMBRANE. RADON GAS MEANS A NATURALLY OCCURRING, CHEMICALLY INERT, RADIOACTIVE GAS. SEALED MEANS TO PREVENT THE MOVEMENT OF AIR OR AIRBORNE GASES THROUGH A FLOOR, WALL, OR GE IL ING ASSEMBLY. SOIL -GAS MEMBRANE MEANS A CONTINUOUS MEMBRANE OF 6 -MIL 0.15 MM) POLYETHYLENE, OR 3 -MIL (0.015 MM) CROSS -LAMINATED POLYETHYLENE. VENT PIPE MEANS A 3 -INCH 116 MM) OR 4 -INCH (102 MM) DIAMETER ABS OR PVC PIPE USED TO VENT SUBSOIL GASES THAT HAVE COLLECTED UNDER THE SOIL -GAS MEMBRANE TO THE EXTERIOR OF THE DWELLING. A GAS -PERMEABLE MATERIAL SHALL BE PLACED ON THE PREPARED SUB -GRADE UNDER ALL FLOOR SYSTEMS. 2. A SOIL -GAS MEMBRANE SHALL BE PLACED ON TOP OF THE GAS -PERMEABLE MATERIAL PRIOR TO PLACING A FLOOR ON TOP OF OR ABOVE THE SOIL. THE SOIL -GAS MEMBRANE SHALL COVER THE ENTIRE FLOOR AREA. SEPARATE SECTIONS OF MEMBRANE MUST BE LAPPED AT LEAST 12 INCHES (305 MM). THE MEMBRANE SHALL FIT CLOSELY AROUND ANY PENETRATION OF THE MEMBRANE TO REDUCE THE LEAKAGE OF SOIL GASES. ALL PUNCTURES OR TEARS IN THE SOIL -GAS MEMBRANE SHALL BE REPAIRED BY SEALING AND PATCHING THE SOIL -GAS MEMBRANE WITH THE SAME KIND OF MATERIAL, MAINTAINING A MINIMUM 12 -INCH 305 MM) LAP. FASTEN KING STUD TO HEADER WITS SIX ((o) 16D SINKERS BLOCKING OR SHEATHING FILLER IF REQUIRED (TYPICAL) FASTEN TOP PLATE TO HEADER WIl TWO (2) ROWS OF 16D SINKER NAIL 3" O.C. (TYPICAL) MINIMUM 7/16" WOOD STRUCTURAL PANEL SHEATHING SIpE VIEUJ 3. A "T"FITTING SHALL BE INSTALLED BENEATH THE SOIL -GAS MEMBRANE WITH A MINIMUM OF 10 FEET OF PERFORATED PIPE CONNECTED TO ANY TWO OPENINGS OF THE "T"FITTING, OR BY CONNECTING THE TWO OPENINGS TO THE INTERIOR DRAIN TILE SYSTEM. THE THIRD OPENING OF THE `T"FITTING SHALL BE CONNECTED TO THE VENT PIPE. THE PERFORATED PIPE OR DRAIN TILE AND THE "T"FITTING SHALL BE THE SAME SIZE AS THE VENT PIPE. ALL CONNECTIONS TO THE `T"FITTING SHALL BE TIGHT FITTING. 4. POTENTIAL ENTRY ROUTES FOR RADON GAS SHALL BE SEALED ACCORD INGLY. 5. FLOOR OPENINGS AROUND BATHTUBS, SHOWERS, WATER CLOSETS, PIPES, WIRES, OR OTHER OBJECTS THAT PENETRATE THE SOIL -GAS MEMBRANE AND THE CONCRETE SLAB OR OTHER FLOOR SYSTEMS SHALL BE SEALED. 6, ALL CONTROL JOINTS, ISOLATION JOINTS, CONSTRUCTION JOINTS, OR ANY OTHER JOINTS IN THE CONCRETE SLAB, OR THE JOINT BETWEEN THE CONCRETE SLAB AND A FOUNDATION WALL, SHALL BE SEALED. ALL GAPS AND JOINTS SHALL BE CLEARED OF ALL LOOSE MATERIAL PRIOR TO SEALING. 1. PENETRATIONS OF ALL FOUNDATION WALL TYPES SHALL BE SEALED. JOINTS, CRACKS, OR OTHER OPENINGS AROUND ALL PENETRATIONS OF BOTH EXTERIOR AND INTERIOR SURFACES OF FOUNDATION WALLS SHALL BE SEALED. 8. ALL PENETRATIONS THROUGH FLOORS OR WALLS INTO UNCONDITIONED CRAWL SPACES SHALL BE SEALED. ACCESS DOORS INTO UNCONDITIONED CRAWL SPACES SHALL BE GASKETED. CRAWL SPACE VENTILATION SHALL BE PROVIDED ACCORD ING TO PART 1303.2400. 9. A SUMP CONNECTED TO INTERIOR DRAIN TILE MAY SERVE AS THE TERMINATION POINT FOR THE VENT PIPE, IF THE SUMP COVER IS SEALED OR GASKETED AND DESIGNED TO ACCOMMODATE THE VENT PIPE. THE SUMP PUMP WATER DISCHARGE PIPE SHALL HAVE A BACKFLOW PREVENTER INSTALLED. GENERAL PLAN NOTES PLANS COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND 2020 MINNESOTA RESIDENTIAL CODE. NOTE: ALL NOTES ARE TYPICAL 'UNLESS NOTED OTHERWISE' (LINO) 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OF SCALED DIMENSIONS. 2. DIMENSIONS ARE TAKEN FROM OUTSIDE EDGE OF EXTERIOR SHEATHING TO Z O JQ CENTER OF INTERIOR WALLS. FUTURE FAN (CLEAR SPACE) 3. LOWER LEVEL INTERIOR DIMENSIONS TAKEN FROM INSIDE EDGE OF FOUNDATION NOTE: FAN INCLUDED IN WALL TO CENTER OF INTERIOR WALLS. ACTIVE RADON SYSTEM 4. WALLS ARE SHOWN AS NOMINAL ON PLANS (TYPICALLY 4" AND (o") 5. ANGLED WALLS ARE 45° PROVIDE 110V OUTLET 6. HALF HIGH WALLS ARE 2x4 - 42" HIGH FOR FUTURE FAN 1. HALF HIGH WALLS SLOPED AT STAIRS ARE 2x4 - 38" HIGH 8. ALL INTERIOR WALLS TO HAVE 1/2" DRYWALL. PROVIDE SWITCHED 9- CEILINGS TO HAVE 1/2" (ANTI -SAG) DRYWALL. LIGHT IN ATTIC SPACE 10. SEE FIRE PROTECTION NOTES FOR DRYWALL IN GARAGE, LOWER NEAR RADON PIPING LEVEL, AND UNDER STAIRS 11. PROVIDE IRRIGATION ANTI -SIPHON VALVE. GENERAL MATERIALS NOTES 1. FLOORING IS NOTED ON PLANS. FLOORING BREAKS INDICATED AS QpU REQUIRED. 2. FLOORING BREAKS BETWEEN ROOMS SHALL BE CENTERED FRAMING NOTES I. ALL HEADERS AND POSTS DESIGNED AND SIZED BY SUPPLIER. 2. ALL HEADERS 2-2X10 UNLESS NOTED ON PLAN. 6. ALL EXTERIOR WALLS ARE 2x6 6 16" O.C. 1. ALL INTERIOR WALLS ARE 2x4 6 16" O.C. 8. ALL DIMENSION LUMBER HEADERS TO HAVE MINIMUM ONE TRIMMER wIL 0 AT EACH END UP TO 5'-0" SPAN. 9. HEADERS GREATER THAN 5'-0" TO HAVE MIN. TWO TRIMMERS AT FO EACH END. 10. ALL CONNECTIONS TO BE MADE WITH ADEQUATE SIMPSON, USP, OR 4" SCHEDULE 40 VENT PIPE EQUAL, ALL POINT LOAD SUPPORTS (JACK STUDS) TO BE CARRIED WITH RADON REDUCTION SYSTEM THROUGH EACH FLOOR AND SOLIDLY BEAR ON THE FOUNDATION. LABELED AT EACH FLOOR www Om PROVIDE SOLID BLOCKING AT ALL POINT LOAD LOCATIONS IN RUN THROUGH CONDITIONED FLOOR SYSTEM BELOW. SPACE WHERE POSSIBLE. 11. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE PROVIDE R4 MINIMUM INSULATION TREATED. AT ALL UNCONDITIONED SPACES 12. TWO BEADS OF CAULKING ON ALL INTERIOR AND EXTERIOR WALL PLATES. SUMP BASKET SEAL BASKET LID CAULK ALL JOINTS AND FOUNDATION OPENINGS ENTIRE PERIMETER) 4" UNIFORM LAYER OF 3/4" OF CLEAN AGGREGATE PVC 'TEE' FITTING DRAIN TILE LOOP 6 MIL POLY. BARRIER TAPE SEAMS WITH 12" OVERLAP (MIN.) RADON MITIGATION SYSTEM C.A!!_G:: /4" = I' -V" t -',4551V1= - SUITIr 11=KI'IIN,lIIVN 10. THE VENT PIPE SHALL BE PRIMED AND GLUED AT ALL FITTINGS AND SHALL EXTEND UP FROM THE RADON CONTROL SYSTEM'S COLLECTION POINT TO A POINT TERMINATING A MINIMUM OF 12 INCHES (305 MM) ABOVE THE ROOF. THE VENT PIPE SHALL BE LOCATED AT LEAST 10 FEET (3,048 MM) AWAY FROM ANY WINDOW OR OTHER OPENING INTO THE CONDITIONED SPACES OF THE BUILDING. 11. VENT PIPES ROUTED THROUGH UNCONDITIONED SPACES SHALL BE INSULATED WITH A MINIMUM OF R-4 INSULATION. VENT PIPES WITHIN THE CONDITIONED ENVELOPE OF THE BUILDING SHALL NOT BE INSULATED. 12. ALL COMPONENTS OF THE RADON GAS VENT PIPE SYSTEM SHALL BE INSTALLED TO PROVIDE DRAINAGE TO THE GROUND BENEATH THE SOIL -GAS MEMBRANE. 13. RADON GAS VENT PIPES SHALL BE PROVIDED WITH SPACE AROUND THE VENT PIPE FOR FUTURE INSTALLATION OF A FAN. THE SPACE REQUIRED FOR THE FUTURE FAN INSTALLATION SHALL BE A MINIMUM OF 24 INCHES IN DIAMETER, CENTERED ON THE AXIS OF THE VENT PIPE, AND SHALL EXTEND A MINIMUM DISTANCE OF 3 VERTICAL FEET. 14. ALL RADON GAS VENT PIPES SHALL BE IDENTIFIED WITH AT LEAST 1 LABEL ON EACH STORY AND IN ATTICS AND CRAWL SPACES. THE LABEL SHALL READ: "RADON GAS VENT SYSTEM." 15. COMBINATION BASEMENT/CRAWL SPACE OR SLAB -ON GRADE/CRAWL SPACE FOUNDATIONS SHALL HAVE SEPARATE RADON GAS VENT PIPES INSTALLED IN EACH TYPE OF FOUNDATION AREA. EACH RADON GAS VENT PIPE SHALL TERMINATE ABOVE THE ROOF OR SHALL BE CONNECTED TO A SINGLE VENT PIPE THAT TERMINATES ABOVE THE ROOF. 16. A POWER SOURCE CONSISTING OF AN ELECTRICAL CIRCUIT TERMINATING IN AN APPROVED ELECTRICAL BOX SHALL BE INSTALLED DURING CONSTRUCTION IN THE ANTICIPATED LOCATION OF THE VENT PIPE FAN TO ALLOW FOR THE FUTURE INSTALLATION OF A FAN INTO A PASSIVE RADON CONTROL SYSTEM TO MAKE THE SYSTEM AN ACTIVE RADON CONTROL SYSTEM. THE POWER SOURCE SHALL NOT BE INSTALLED IN ANY CONDITIONED SPACE, BASEMENT, OR CRAWL SPACE. ROOF FRAMING NOTES 1. ROOF TRUSSES TO BE ENGINEERED AT 24" ON CENTER. 2. EXTERIOR DIMENSIONS ARE TAKEN FROM OUTSIDE EDGE OF EXTERIOR SHEATHING. 3. HOLD ROOF TRUSSES BACK 1" FROM OVERALL WALL DIMENSION TO ACCOUNT FOR 1/2" SHEATHING. (EXAMPLE: 28'-0" WOULD BE 21'-11"). 4. MINIMUM PLATE HEIGHT AT LIVING AREAS IS TO BE 8" FOUNDATION NOTES 1. FOUNDATION WALLS SHALL BE CONSTRUCTED OF CAST -IN-PLACE CONCRETE. 2. WALL THICKNESS IS NOMINAL UNLESS STATED OTHERWISE. 3. TYPICAL FOUNDATION HEIGHT IS 8'-4" 4. GRADE TO BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL AND SLOPE DOWNWARD AWAY WITH -IN FIRST 10'-O" OR HAVE ADEQUATE SWALE PROVIDED. 5. FOUNDATION WALLS SHALL BE MINIMUM OF 3000 PSI. 6. FOOTINGS SHALL BE MINIMUM OF 5000 PSI. 1. ANCHOR BOLTS TO BE 1/2" AND PLACED 12" ON CENTER AND WITH -IN 12" FROM EACH CORNER, INTERSECTION AND END. 8. EACH SECTION OF WALL MUST HAVE TWO(2) ANCHOR BOLTS PLACED WITH -IN 4" TO 12" FROM END UNLESS WALL IS LESS THAN 24" LONG IN WHERE ONLY ONE (1) ANCHOR BOLT IS REQUIRED. 9. HORIZONTAL BARS MAY BE PLACED ANYWHERE IN WALLS AS LONG AS 2" OF COVERAGE IS MAINTAINED. 10. SEE GENERAL FOUNDATION DETAILS FOR ADDITIONAL. WINDOW WELLS 1. MAXIMUM INSIDE WINDOW WELL IS 12" 2. WELL WALLS ARE TO BE MINIMUM 8" THICK PLACES MONOLITHICALLY WITH HOUSE WALLS AND HORIZONTAL BARS EXTENDED INTO HOUSE WALLS AND AROUND CORNERS. 3. PROVIDE TWO ADDITIONAL VERTICAL BARS AND ONE ADDITIONAL ANCHOR BOLT PER OPENING. DOOR AND WINDOW NOTES 1. DOORS ARE NOTED AS NOMINAL - 3068 = 3'-0" WIDE x 6'8" HIGH 2. DOORS ARE TO BE SWING UNLESS INDICATED OTHERWISE. 3. WINDOWS ARE NOTED AS NOMINAL - 6050 = 6'-O" WIDE x5' -O" HIGH. ROUGH OPENING NOTE: ADD 1/4" TO NOMINAL WINDOW SIZE. EXAMPLE: 5040 WINDOW ROUGH OPENING (R.O.) IS 60 1/4" x 48 1/4" T. WII 11VI./ I%..i" I _ 1 1 1 _ /"I`1&-/ I I VI V ../I _'I 1 5. WINDOWS INDICATE SPECIAL NOTES SUCH AS EGRESS OR TEMPERED. 6, TYPICAL WINDOW HEIGHT ON MAIN FLOOR, UPPER FLOOR, WALKOUT AND FULL BASEMENT FOUNDATIONS IS 6' -ll 3/8" ABOVE FINISHED FLOOR (AFF) 1. LOOKOUT FOUNDATION - THE WINDOWS ARE SET ON TREATED DOUBLE BOTTOM PLATE. EGRESS NOTES EGRESS WINDOWS SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 310 BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. WINDOW REQUIREMENTS I. OPEN FROM INSIDE WITHOUT KEYS, SPECIAL TOOLS, OR KNOWLEDGE 2. MINIMUM OPENING SIZE: 5.1 SQUARE FEET 3. CLEAR OPENING HEIGHT NOT LESS THAN 24" AND CLEAR OPENING WIDTH NOT LESS THAN 20" 4. SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR WINDOW WELL REQUIREMENTS 1. SHALL NOT BE LESS THAN 9 SQUARE FEET 2. SHALL NOT BE LESS THAN 36" (CLEAR) FROM EDGE OF EXTERIOR WALL TO INSIDE EDGE OF WELL. WINDOW SHOULD BE ABLE TO BE FULLY OPENED. 3. WELLS WITH AN DEPTH OF GREATER THAN 44" SHALL BE EQUIPPED WITH PERMANENTLY FIXED LADDER PER CODE. 4. WINDOW WELLS SHALL BE PROVIDED WITH ADEQUATE MEANS OF DRAINAGE TEMPERED GLASS NOTES TEMPERED GLASS SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 308 WINDOWS SHALL BE TEMPERED IN THE FOLLOWING SCENARIOS: 1. BOTTOM EDGE OF WINDOW IS LESS THAN 18" AFF 2. SIZE OF WINDOW PANEL IS GREATER THAN 9 SQUARE FEET. 3. IN ALL ENTRY AND PATIO DOORS, ALONG WITH ANY INTERIOR DOOR WITH GLASS IN THE DOOR PANEL 4. EDGE OF WINDOW IS LESS THAN 24" FROM EITHER SIDE OF THE DOOR, ON THE SAME WALL/PLANE AND THE BOTTOM OF THE BOTTOM EDGE OF WINDOW IS LESS THAN 60" AFF 5. EDGE OF THE WINDOW IS LESS THAN 24" FROM THE HINGE SIDE OF DOOR, ON AN ADJACENT WALL AND THE BOTTOM OF THE BOTTOM EDGE OF WINDOW IS LESS THAN 60" A.F.F. 6. BATHTUBS: LESS THAN 60" VERTICALLY OR HORIZONTALLY FROM A BATHTUB OR HOT TUB. 1. SHOWERS: LESS THAN 60" HORIZONTALLY FROM A SHOWER IF BOTTOM OF WINDOW IS LESS THAN 60" ABOVE FLOOR. 8. STAIRS: BOTTOM EDGE OF WINDOW IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRS, LANDINGS AND RAMPS 9. ADJACENT TO LANDING: BOTTOM EDGE OF THE WINDOW IS LESS THAN 36" A.F.F. AND WITH -IN 60" OF THE BOTTOM STAIR. STAIR NOTES STAIRS SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 311.7 1. TREADS SHALL BE MINIMUM OF 10" 2. RISERS SHALL BE MAXIMUM OF 1 3/4" 3. MINIMUM WIDTH SHALL BE NOT LESS THAN 36" (CLEAR). 4. MINIMUM HEADROOM SHALL BE MINIMUM OF 6'-8" FROM THE SLOPED LINE OF TREAD NOSING TO CEILING AT ALL POINTS ALONG STAIR RUN. 5. MINIMUM OF 36" LANDING SHALL BE PROVIDED AT BOTTOM OF STAIRS 6. HANDRAILS SHALL BE PROVIDED ON ONE SIDE OF STAIRS IF OVER 4 RISERS. 1. ALL RAILINGS TO HAVE LESS THAN 4" SPACE BETWEEN BALUSTERS. FIRE PROTECTION NOTES SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 302 1. CEILINGS IN MECHANICAL, STORAGE AREAS, AND UNDER STAIRS TO HAVE 1/2" DRYWALL INSTALLED. 2. WALLS AND CEILINGS IN GARAGE TO HAVE 1/2" DRYWALL INSTALLED. 3. DOORS BETWEEN GARAGE AND HOUSE SHALL BE 20 -MINUTE FIRE RATED. 4. FIREBLOCKING SHALL BE PROVIDED TO STOP VERTICAL AND HORIZONTAL. CONGEALED DRAFT OPENINGS. 5. DRAFTSTOP ANY PENETRATIONS, GAPS, OR SEAMS. SMOKE DETECTOR NOTES SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 314 1. DETECTORS TO BE INSTALLED ON CEILINGS 2. TO BE INSTALLED INSIDE EACH SLEEPING ROOM, OUTSIDE THE IMMEDIATE AREA (WITH -IN 10'-O") OF EACH SLEEPING ROOM, AND AT LEAST ONE (1) ON EACH FLOOR OF THE HOME. NOTE: DETECTORS IN HALLWAYS, OR AREA OUTSIDE OF SLEEPING AREAS SHALL BE COMBINATION SMOKE/CARBON MONOXIDE DETECTORS WHERE EVER POSSIBLE AND SHALL ABIDE BY IRC SECTIONS 314 AND 315. 3. SHALL NOT BE INSTALLED WITH -IN 3'-0" OF A BATHROOM. 4. SHALL BE INTERCONNECTED 5, SHALL BE HARDWIRED WITH BATTERY BACK UP, CARBON MONOXIDE NOTES SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 315 1. DETECTORS TO BE INSTALLED ON CEILINGS. 2. SHALL BE INSTALLED OUTSIDE THE IMMEDIATE AREA (WITH -IN 10'-0" OF EACH SLEEPING AREA 3. SHALL BE INSTALLED INSIDE OF A SLEEPING AREA WHERE A GAS FIREPLACE IS PRESENT IN THE ROOM. 4. SHALL BE COMBINATION SMOKE/C.O. WHERE EVER POSSIBLE. SEE NOTE ABOVE. 5. SHALL BE INTERCONNECTED 6. SHALL BE HARDWIRED WITH BATTERY BACK UP. MECHANICAL NOTES I. MECHANICAL ROOMS TO HAVE 1/2" DRYWALL ATTACHED TO CEILING AND PROVIDE ADEQUATE FIRESTOP PER CODE. 2. FURNACE AND AIR CONDITIONER TO BE HIGH EFFICIENCY. 3. SUMP BASKET TO BE PLACED AS CLOSE TO FOOTINGS AS POSSIBLE BE TIED INTO DRAIN TILE SYSTEM WITH SUMP PUMP TO EXTERIOR. 4. RADON SYSTEM TO BE TIED INTO DRAIN TILE SYSTEM - SEE RADON DETAIL ON THIS PAGE. 5. SEWER CLEAN OUT TO BE PLACED AS CLOSE TO EXTERIOR FOOTING AS POSSIBLE AND EASILY ACCESSIBLE. 6. FLOOR DRAIN TO BE LOCATED IN MECHANICAL ROOM 1. TWO HOSE BIBBS ARE PROVIDED (MINIMUM). ONE ON SIDE OF HOME NEAR FRONT, OPPOSITE OF GARAGE AND SECOND AT REAR OF HOME, OPPOSITE SIDE OF FRONT. NOSE BIBBS ARE FROST PROOF AND ANTI -SIPHON. 8. AIR CONDITIONING UNITS ARE MOUNTED ON SIDE OF HOME. WALKOUT AND LOOKOUT - MOUNTED ON RAISED STEEL BRACKET FULL FOUNDATION - MOUNTED ON FIBERGLASS PAD. DISCONNECT AND WP GFCI OUTLET PROVIDED AT LOCATION. 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TYP I I HOME MAIN PLATE HEIGHT I DESIGN BY MANUFACTURER I I GARAGE PLATE HEIGHT FLUSH FOUNDATION = 8'-1 1/8" 1/2" DRYWALL ON Z WALLS AND CEILING QGARAGE IIx Lu c N O CV U z 0 w m n O 1 TYPICAL CsARACsE I I 6" ALUMINUM FASCIA AT GARAGEHEEL I PER PLAN I HEEL PER PLAN `------------ — i TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS -a 16" O.C. 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R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" GYP BOARD ON WALLS WALKOUT FOUNDATION ( UINC O I UK T ENGINEERED ROOF TRUSS 6 24" O.C. DESIGN BY MANUFACTURER 12 PER PLANT I I I I I I I 1 TRUSS DETAIL' 0 SEE 'TYPICAL i TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 7/16" SHEATHING 2x6 STUDS -a 16" O.C. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" GYP BOARD ON WALLS CL N Lu 4 O z Q o V an0z z 0y- Oz z u a O z ca O cu- O z m tu z z a F C~Q w 4 lu U Q w=)pJ m O O a aF--< ca 7 O CC Zz w 0 o_ cq C j 1 TRUSSES PER PLAN ZW z Z Q~ ENGINEERED FLOOR TRUSSES PER PLAN WALKOUT FOUNDATION ( UINC O I UK T ENGINEERED ROOF TRUSS 6 24" O.C. DESIGN BY MANUFACTURER 12 PER PLANT I I I I I I I 1 TRUSS DETAIL' 0 SEE 'TYPICAL i TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 7/16" SHEATHING 2x6 STUDS -a 16" O.C. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" GYP BOARD ON WALLS CL N Lu 4 Oz o QKz UoO=O Q LL V an0z z 0y- Oz Y O a O z zLL KuJ0z0O w m O z LL oLu tu I z RIO INSULATION U C~Q 0 I lu U w=)pJ m O zzO} OZJLL QpO r 0 O z pU aF--< ca 7 O CC Zz w 0 o_ cq C j 1 TRUSSES PER PLAN ZW z Z Q~ O z z U z Z J w Q w K U m CD J D=— r lu cnw(D3:>- LLQ w Q O Z O 0 Lu LL Lu Z;;5 LuLu Uo"'o w Cl SEE 'TYPICAL o m C=O U U WALKOUT WALL' DETAIL z Q wO w= O Q 20"x8" FOOTING Om RIO INSULATION GRADE N 0 II I I 8" POURED GONG. I I 4'-0" HIGH I I 20"x8" FOOTING I I RIO INSULATION I I I I I I I I I I WALKOUT FOUNDATION ( UINC O I UK T ENGINEERED ROOF TRUSS 6 24" O.C. DESIGN BY MANUFACTURER 12 PER PLANT I I I I I I I 1 TRUSS DETAIL' 0 SEE 'TYPICAL i TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 7/16" SHEATHING 2x6 STUDS -a 16" O.C. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" GYP BOARD ON WALLS WINDOW TO BE SET ON DOUBLE BOTTOM PLATE 42" HIGH WINDOW MAX LL L" SEE 'TYPICAL LOOKOUT WALL' DETAIL N O GRADE I tu I I CL N Lu 4 Oz o QKz UoO=O Q LL SEE 'TYPICAL an0z z 0y- Oz Y O a O I zLL KuJ0z0O w m D z LL oLu tu I z RIO INSULATION U C~Q 0 I I w=)pJ m to J: zzO} OZJLL QpO r 0 O z pU aF--< ca 7 O CC Zz w 0 o_ cq a ENGINEERED FLOOR TRUSSES PER PLAN WINDOW TO BE SET ON DOUBLE BOTTOM PLATE 42" HIGH WINDOW MAX LL L" SEE 'TYPICAL LOOKOUT WALL' DETAIL N O GRADE I tu I I 01 0 1 LOOKOUT FOUNDATION4 SCALE:: 3/8" = I' -O" ONE STORY ENGINEERED ROOF TRUSS a 24" O.C. DESIGN BY MANUFACTURER 12 PER PLANF,,- 1 1 I I I I I I TRUSS DETAIL' 0 SEE 'TYPICAL i TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS a 16" O.C. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" GYP BOARD ON WALLS CL N Lu 4 z0Q o QKz UoO=O Q 8" POURED CONC, SEE 'TYPICAL an0zwcN—n O=Z UQ O ui Oz 4 3'-6" HIGH a v i I U KuJ0z0O w 20"x8" FOOTING I I LL oLu ENGINEERED FLOOR I z RIO INSULATION I C~Q ONQ I I 01 0 1 LOOKOUT FOUNDATION4 SCALE:: 3/8" = I' -O" ONE STORY ENGINEERED ROOF TRUSS a 24" O.C. DESIGN BY MANUFACTURER 12 PER PLANF,,- 1 1 I I I I I I TRUSS DETAIL' 0 SEE 'TYPICAL i TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS a 16" O.C. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" GYP BOARD ON WALLS PULL HEIGHT FOUNDATION( O/0- = I -U UINC O I UK 1 JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q > CL N Lu 4 z0Q o QKz UoO=O Q zp= SEE 'TYPICAL an0zwcN—n O=Z UQ O ui Oz WALL DETAIL Lu z w0 a v i I U KuJ0z0O w 1 LL I LL oLu ENGINEERED FLOOR I z TRUSSES PER PLAN 0y- C~Q ONQ I Y w=)pJ m 0 Q uJ0 zzO} OZJLL QpO r 0 O z pU aF--< ca 7 O CC Zz w 0 o_ cq a z LL ZW z Z Q~ 0z z U z Z J w Q w K U m CD J D=— Z Q U OWZz U w w cnw(D3:>- LLQ w Q O Z Z CL Z w w QzU—> PULL HEIGHT FOUNDATION( O/0- = I -U UINC O I UK 1 JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q > CL N Lu 4 z0Q o QKz UoO=O Q zp= SEE 'TYPICAL an0zwcN—n O=Z UQ O ui WALL DETAIL Lu z w0 a v i I U KuJ0z0O w 1 N LLz w F- I LL oLu ENGINEERED FLOOR I W U0 Uw pw TRUSSES PER PLAN GRADE I C~Q ONQ I Zozz— WLu w=)pJ m 0 Q uJ0 zzO} OZJLL QpO r 0KUz pU aF--< 2w V z w<c=N CC Zz w 0 o_ O= m Q J U JZ Q Q w O z z 3 ZW z Z Q~ C•NUNp OQw z U z Z J w Q w K U m CD J D=— Z Q U OWZz U w w cnw(D3:>- LLQ w Q O Z Z CL Z w w QzU—> 0 Lu LL Lu Z;;5 LuLu Uo"'o 8" POURED GONG. Q zQOZ Lu o z o m C=O U Z N K N V-4" HIGH Q wO w= O Q 20"x8" FOOTING Om RIO INSULATION N O lK O SEE 'TYPICAL FOOTING DETAIL' q I I 10 01 PULL HEIGHT FOUNDATION( O/0- = I -U UINC O I UK 1 JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q > CL N J N d oK; z0Q o QKz UoO=O ZQ zp= FOUNDATION an0zwcN—n O=Z UQ O ui 463 Lu z w0zvi 0 0-OU KuJ0z0O w N LLz w F- Um V z"w0zLL oLu N wwUm% W U0 Uw pw OAU zoo 1 mC)JVNiKw Z<u1,0 o C~Q ONQ 0~JclLu Zozz— WLu w=)pJ m 0 Q uJ0 zzO} OZJLL QpO r 0KUz pU aF--< 2w z w<c=N CC Zz w 0 o_ O= m Q J U JZ Q Q w O a J Z~ z 3 ZW z Z Q~ C•NUNp OQw O 0o0'EP0QwUzZJw Q w K U m CD J D=— Z Q U OWZz U w w cnw(D3:>- LLQ w Q O Z Z CL Z w w QzU—> 0 Lu LL Lu Z;;5 LuLu Uo"'o OU_ J Q zQOZ Lu o z o m C=O U Z O Q Z N K N w< w NO Z Z, Q wO w= O Q www Om THE MADISON VILLA DRAWING RECORD REVIEW SET 04.17.2024 PERMIT SET 05.10.2024 CLIENT SET 05.10.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 TYPICAL WALL 09 P. N O N O L0 Lu O J n 0 c z O 0 Lu z 2 0 00 N O Lu Q z z Q r) Z Q CL H W CL cy) N O N U z O O w m n O 2"x6" STUD WALL a 16" O.G. R-20 BATT INSULATION I 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER ELEVATION I - EXTERIOR I FWANTZ FOUNDATION WALL ANGLE METAL DRIP CAP GROUND BREAKER Z II GRADE i J4 l= 2 MIN. CLEAR a d ° 2" CERTA-STUD (RIO) d S" POURED CONCRETE WALL ° d. 1/2" DRYWALL CAULK JOINT R-20 CLOSED CELL FOAM INSULATION. COVER EXPOSED TOP OF FOUNDATION WALL FINISHED FLOOR PER PLAN 3/4" T4G SUBFLOOR FLOOR TRUSS PER PLAN 1/2" DRYWALL 2"x6" TREATED SILL WITH SILL SEALER 1/2" ANCHOR BOLT PER CODE 1/2" DRYWALL INTERIOR I" THERMAX SHEATHING FOAM INSULATION 2"x4" FURRING WALL PER PLAN TYPICAL FOUNDATION WALL4 SCALE:: 1" = 1'-O" PERPENIDICULAR / FIN15HED I r 1/2" DRYWALL 1740 LOWER FLOOR FINISHED CAULKED JOINTS 2 "x6" STUD WALL I 1740 R-20 CLOSED CELL FOAM a 16" O.C. I OVERALL SQUARE FEET INSULATION AT RIM. R-20 BATT INSULATION 463 1/16" SHEATHING I FINISHED FLOOR WATER RE515TANT 3/4" T4G 5U5FLOOR BARRIER (HOUSE WRAP) FLOOR TRU55 PER PLAN VENEER PER I ELEVATION i EXTERIOR FLASHING AS REQUIRED TRIM PER PLAN 1/2" DRYWALL 1/16" SHEATHING P R PLAN i R-20 CLOSED CELL FOAM METAL SOFFIT PER PLAN i INSULATION AT BOTTOM 2"x6" STUD WALL a 16" O.G. I 1/2" DRYWALL R-20 BATT INSULATION 1/16" SHEATHING III I j INTERIOR WATER RE515TANT BARRIER (HOUSE WRAP) VENEER PER ELEVATION III IGANTILEVERED FLOOR AT UPPE" = - 0115CALE.. 111 11R 2"x6" STUD WALL a 16" O.C. R-20 BATT INSULATION I I 7/16" SHEATHING I WATER RESISTANT Ij BARRIER (HOUSE WRAP) I VENEER PER PLAN 2"X6" LADDER FRAME I AT EXTERIOR I EXTERIOR I FWANTZ FOUNDATION WALL ANGLE I METAL DRIP CAP I I GROUND BREAKER MIN. 6" BELOW GRADE I I Z II I GRADE 2" MIN. CLEAR dd d 2" CERTA-STUD (RIO)- 0" RIO) S" POURED CONCRETE WALL ° d, 1/2" DRYWALL 1/2" DRYWALL 1/2" DRYWALL CAULK JOINT CAULK JOINT CAULK JOINT R-20 CLOSED CELL FOAM 2"x6" STUD WALL R-20 CLOSED CELL FOAM 2"x6" STUD WALL R-20 CLOSED CELL FOAM INSULATION. COVER EXPOSED a 16" O.C. INSULATION. COVER EXPOSED a 16" O.C.INSULATION. COVER EXPOSED TOP OF FOUNDATION WALL R-20 BATT INSULATION TOP OF FOUNDATION WALL R-20 BATT INSULATION TOP OF FOUNDATION WALL FINISHED FLOOR PER PLAN 1/2" TYPE 'X' DRYWALL FINISHED FLOOR PER PLAN 1/2" TYPE 'X DRYWALL FINISHED FLOOR PER PLAN DRAFT5TOP SEAMS, DRAFT5TOP SEAMS, 3/4" T4G 5U5FLOOR GAPS, E PENETRATIONS 3/4" T4G 5U5FLOOR GAPS, 4 PENETRATIONS 3/4" T4G 5U5FLOOR FLOOR TRUSS PER PLAN 1/2" SHEATHING -FLOOR TRUSS PER PLAN I/2" SHEATHING — \FLOOR TRUSS PER PLAN 1/2" DRYWALL ON ALL LOWER LEVEL CEILINGS PER FIRE CODE BLOCKING WITH 1/2" OSB SHEATHING AT 24" O.C. IN FIRST TWO BAYS FOR LATERAL RACKING PREVENTION I 2"x6" TREATED SILL WITH SILL SEALER 1/2" ANCHOR BOLT PER CODE I I 2"x4" FURRING WALL WITH L 1/2" DRYWALL - VERIFY WITH LOWER FLOOR PLAN 1" THERMAX SHEATHING FOAM INSULATION (R6.5) ON INSIDE OF ALL SIDEWALLS GARAGE[ 2" CERTA-STUD (RIO) 3 1/2 " GARAGE SLAB SLOPED TO DOORS 2" FOUNDATION LEDGE 2" CERTA-STUD (RIO 10 POURED CONCRETE WALL 1 a F i 1/2" DRYWALL II 2"x6" TREATED SILL SILL SEALERJ4' 8 1/2" ANCHOR BOLT PER CODE a a INTERIORda I" THERMAX SHEATHING FOAM INSULATION t 2"x4" FURRING WALL PER PLAN jGALE:: I" = 1'-0" PARALLEL / UNFINISHED SGALE:: 1" = 1'-0" FLUSH G;AKAGrE 2"x6" STUD WALL I Is 16" O.C. R-20 BATT INSULATION I 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER ELEVATION I EXTERIOR FLASHING AS , li REQUIRED P N TRIM PER PLAN 1/16" SHEATHING I METAL SOFFIT PER PLAN F GRADE \ 2" MIN. CLEAR \/ ae 2" CERTA-STUD (RIO) d S" POURED d CONCRETE WALL NOTE: USE 5IMP50N STRONG -TIE (OR SIMILAR) FASTENERS, BRACKETS, CONNECTORS, 4 ACHNOR5 AS REQUIRED PER CODE 1/2" DRYWALL CAULKED JOINTS R-20 CLOSED CELL FOAM INSULATION AT RIM. FINISHED FLOOR 3/4" T4G SUBFLOOR FLOOR TRUSS PER PLAN 1/2" DRYWALL ON ALL LOWER LEVEL CEILINGS PER FIRE CODE BLOCKING WITH 1/2" OSB SHEATHING AT 24" O.C. IN FIRST TWO BAYS FOR LATERAL RACKING PREVENTION I 2"x6" TREATED SILL WITH SILL SEALER 1/2" ANCHOR BOLT PER CODE r 2"x4" FURRING WALL WITH 1/2" DRYWALL - VERIFY L WITH LOWER FLOOR PLAN 1" THERMAX SHEATHING FOAM INSULATION (R6.5) ON INSIDE OF ALL SIDEWALLS f GANTILEvEREP FLOOR AT MAIN 2 x6 STUD WALL a 16" O.C. R-20 BATT INSULATION 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER ELEVATION 3 1/2" CONCRETE SLAB SLOPED TO FRONT STOOP EDGE ICE 4 WATER SHIELD 36" HIGH, LAP OVER SHEATHING AND CERTA-STUD c! 2" CERTA-STUD (R10)- 2" FOUNDATION LEDGE 2" CERTA-STUD (RIO) - 10" POURED CONCRETE WALL SC.ALt.. I" = I' -U" 1/2" DRYWALL CAULKED JOINTS R-20 CLOSED CELL FOAM INSULATION. COVER EXPOSED TOP OF FOUNDATION WALL FINISHED FLOOR PER PLAN 3/4" T4G 5U5FLOOR FLOOR TRUSS PER PLAN I I I I I i I I rfh rJ I II 1/2" DRYWALL I II 2"x6" TREATED SILL WITH SILL SEALER SII 1/2" ANCHOR BOLT PER CODE 1/2" DRYWALL 4 INTERIOR m I" THERMAX SHEATHING FOAM INSULATION d ° - 2"x4" FURRING WALL PER PLAN GARAG METAL DRIP CAP GROUND BREAKER TO TOP OF FOUNDATION 2" CERTA-STUD (RIO)— 7 2" FOUNDATION - LEDGE 2" CERTA-STUD 10" POURED/ CONCRETE WALL 1/2" DRYWALL FI a I I 2"x6" TREATED SILL SILL SEALER 1/2" ANCHOR BOLT PER CODE dd 8 INTERIOR 4 1" THERMAX SHEATHING d ° d FOAM INSULATION 2"x4" FURRING WALL d PER PLAN IGARAGE AT HOUSE FOUNDATION' vKUrrty c AKAc JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 zQ} CL vi CL pQw ZOQ No QQz zz zp=' UC -4 = 0 Lu O Z i.-- N(D 0= Z w— NNo' Ix ~T,L)w w Lu z O Z 0Z wp w0 0 ACLU wQw00z Q = O F- wm Nww (~=LU w0Uw =~J V ZZ oo CoQ NcoLuU W UO OAU p m wvv)iQwULu Lu zoo Z=OU'i'O_jCC) 0~ Q w O "' Q 0~ J cl Q< Lu Zpzz 0wQ WzzO} OoZJwwLU 0 pQpO'wr CC = pmC Q Q=O w<ZQpU FLjoZN Zz w w= QJwU JQ00= moo ZQw O CL F.- J Z~ Z 3 ZD L J J z `n Q om~ Z 0V)Uv 0 Oow O p Uzz LL U m UZQUQwo J w< m J w Z r Z U L 013 0 w w U} Q af z Z CL z w Q< W Q(> Lur0 p MaOLu = Lu , Uo"'o OUJ Q ZQUz o inm=0 R EO Q Lu I -__ LU N P7- Q N Z Z wLn°Q w°oQ www Om ? THE MADISON VILLA Z V H Q Lu w ZM(w Lu D Z w(Z p z o " 0 V) 0 p wo N 0:2 U w0 DRAWING RECORD REVIEW SET PERMIT SET CLIENT SET 04.17.2024 05.10.2024 05.10.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 TYPICAL DETAILS 10 P. JP N O N O Lu Q D O J n r') 0 c z O r) Lu z o 00 N O Lu z Z Q I) Z Q CL W CL N O N U z O O w m n O TRIM PER PLAN R-30 CLOSED CELL FOAM GALVANIZED POST INSULATION AT BOTTOM CAP CONNECTION 1/16" SHEATHING 6"x6" CEDAR POST ALUMINUM SOFFIT EXTERIOR OPEN BELOW LIVING SPACE 2"x6" EXTERIOR STUD WALL e 16" O.C. I R-20 BATT INSULATION 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) i VENEER PER ELEVATION i i EXTERIOR li Z I GRADE I l` 2" MIN. CLEAR 6„ VA\VA\VA\VA\VAA 8 POURED CONCRETE a bld WALL - 42" HIGH a IIa 3000 P51 (MINIMUM) ° II 4x24" (GRADE 40) DOWELaII EMBED 5" (MINIMUM) Ib 12" ON CENTER WET SET OR EPDXY d GROUTED IN-PLACE II FOOTING PER PLAN - 5000 PSI (MINIMUM) bGALt:: I" = I' -U" 2 x6 STUD WALL 9 16" O.C. R-20 BATT INSULATION 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER PLAN EXTERIOR 2"X6" LADDER FRAME AT EXTERIOR 1/2" DRYWALL CAULKED JOINTS FINISHED FLOOR INTERIOR 3/4" T8G SUBFLOOR F_r__ FLOOR TRUSS PER PLAN HVAC DUCT WITH INSULATED SLEEVE AND VAPOR BARRIER HOLD CLOSE TO UNDERSIDE OF SUBFLOOR 1/2" DRYWALL INSULATION NETTING BLOCKING AS REQUIRED R-30 LOOSE FILL CELLULOSE BLOWN -IN INSULATION R-20 CLOSED CELL FOAM INSULATION At RIM. GARAGE UNDER LIVING SPAC5CALE.. 111 11E--------------- 41 50% IN SOFFITS ASPHALT SHINGLES 15# ROOFING FELT WITH STARTER SHEATHING WITH CLIPS ----- — INSULATION BAFFLES 1'-4" (TYP) OVERHANG r 1/2" DRYWALL 1740 LOWER FLOOR FINISHED CAULKED JOINTS 2"x6" STUD WALL I 1740 R-20 CLOSED CELL FOAM 16" O.C. i OVERALL SQUARE FEET INSULATION AT RIM. R-20 BATT INSULATION I 463 INTERIOR 7/16" SHEATHING; I FINISHED FLOOR WATER RESISTANT 3/4" T6G 5U5FLOOR BARRIER (HOUSE WRAP) UNDERSIDE OF ROOF SHEATHING FRIEZE PER PLAN SEE ELEVATION WINDOW TRIM PER ELEVATION FLOOR TRU55 PER PLAN VENEER PER DECKING IL I! WINDOW PER PLAN MDO ELEVATION I D z ll° 0 EXTERIOR II 3000 PSI (MINIMUM) I EXTERIOR d EMBED 5" (MINIMUM) FLASHING AS I ° WET SET OR EPDXY REQUIRED TRIM PER PLAN R-30 CLOSED CELL FOAM GALVANIZED POST INSULATION AT BOTTOM CAP CONNECTION 1/16" SHEATHING 6"x6" CEDAR POST ALUMINUM SOFFIT EXTERIOR OPEN BELOW LIVING SPACE 2"x6" EXTERIOR STUD WALL e 16" O.C. I R-20 BATT INSULATION 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) i VENEER PER ELEVATION i i EXTERIOR li Z I GRADE I l` 2" MIN. CLEAR 6„ VA\VA\VA\VA\VAA 8 POURED CONCRETE a bld WALL - 42" HIGH a IIa 3000 P51 (MINIMUM) ° II 4x24" (GRADE 40) DOWELaII EMBED 5" (MINIMUM) Ib 12" ON CENTER WET SET OR EPDXY d GROUTED IN-PLACE II FOOTING PER PLAN - 5000 PSI (MINIMUM) bGALt:: I" = I' -U" 2 x6 STUD WALL 9 16" O.C. R-20 BATT INSULATION 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER PLAN EXTERIOR 2"X6" LADDER FRAME AT EXTERIOR 1/2" DRYWALL CAULKED JOINTS FINISHED FLOOR INTERIOR 3/4" T8G SUBFLOOR F_r__ FLOOR TRUSS PER PLAN HVAC DUCT WITH INSULATED SLEEVE AND VAPOR BARRIER HOLD CLOSE TO UNDERSIDE OF SUBFLOOR 1/2" DRYWALL INSULATION NETTING BLOCKING AS REQUIRED R-30 LOOSE FILL CELLULOSE BLOWN -IN INSULATION R-20 CLOSED CELL FOAM INSULATION At RIM. GARAGE UNDER LIVING SPAC5CALE.. 111 11E--------------- 41 50% IN SOFFITS ASPHALT SHINGLES 15# ROOFING FELT WITH STARTER SHEATHING WITH CLIPS ----- — INSULATION BAFFLES 1'-4" (TYP) OVERHANG PER PLANI NOTE: 6:12 MINIMUM ROOF PITCH ENGINEERED ROOF TRUSS a 24" O.G. DESIGN BY MANUFACTURER/ FFFL1/2" DRYWALL POLY VAPOR BARRIER R-49 INSULATION (MINIMUM) DOUBLE 2 "x6" TOP PLATE 1/2" DRYWALL HEADER PER PLAN BATT INSULATION VOIDS TRIM PER SELECTIONS 2"x6" PLATE UNDER HEADER CLOSED CELL FOAM INSULATION VOIDS AROUND WINDOWS INTERIOR TYPICAL TRUSS DETAI.1 L e -o INTERIOR SHEATHING EXTERIOR 2"x6" EXTERIOR STUD WALL 16" O.C. R-20 BATT INSULATION 1/2" DRYWALL 7/16" SHEATHING I/2" DRYWALL 1/2" ANCHOR BOLT PER CODE WATER RESISTANT i I/2" ANCHOR BOLT PER CODE2"x6" TREATED SILL BARRIER (HOUSE WRAP) CAULKED JOINTS VENEER PER i CLOSED CELL FOAM INSULATION ELEVATION TO COVER TOP OF EXPOSED FOUNDATION WALL 2" RIC RIGID INSULATION EXTERIOR v2" DRYWALL LEDGE 2" CERTA-STUD (RIO) 3 1/2" CONCRETE FLOOR METAL DRIP CAP i INTERIOR #6 (GRADE 60) VERTIC GROUND BREAKER REBAR REINFORCEMENT EXTEND 6" BELOW 1 1/2" FROM INSIDE FACE GRADE (MINIMUM) I/2" PLYWOOD SUB -LEDGE GRADE ( 2"x6" TREATED SILL 2" MIN. CLEAR I" TH MAX INSULATIONERL EXTERIOR 2" CERTA-STUD (RIO) ° 2"x4" FURRING WALL 6 MIL POLY VAPOR BARRIER d 8" POURED CONCRETE 04 REBAR (GRADE 40) I/2" DRYWALL WALL - 48" HIGH DRAINAGE ROCK CONTINUOUS HORIZONTAL U NOTE: WITH -IN 18" FROM TOPQ WA L CAULKED JOINTS z ON SIDE WALLS STEP 3000 PSI (MINIMUM) BY FRAMER 0 FOUNDATION PER GRADE # 4x24„ (GRADE 40) DOW4" DRAIN TILE 8" POURED CONCRETE ° ° I 0 EMBED 5" (MINIMUM) 4 REBAR (GRADE 40) WALL - 42" HIGH I TREATED SILL PLATE am 12" ON CENTER 3000 PSI (MINIMUM) ° I WET SET OR EPDXYCONTINUOUSHORIZONTAL I 3 1/2" CONCRETE FLOOR GROUTED IN-PLACEWITH -IN 18" FROM TOP OF WALL # 4x24" (GRADE 40) DOWEL n 2" RIC RIGID INSULATION EMBED 5" Q 1NIC1Ul Z ° 8" DRAINAGE ROCK 42" ON GE 1TF}ss' WET SET O_R P CROUTE _IN -PL' d l ii d a II II I II I I II I I II I I II I I 4 REBAR (GRADE 40) II PROVIDE TWO (2) WITH 8'-0" CLEAR HEIGHT, THREE (3 WITH 9'-0" CLEAR HEIGHT AL I SPACED EQUALLY IN CLEAR SPAN 1" THERMAX SHEATHING FOAM INSULATION (R( B) ON II INSIDE OF ALL 51DEWALL5 PER CODE (FINISHED OR UNFINISHED) z0 II d a I I I RADON PIPE VENTED THROUGH ROOF o SEE DETAIL ON GENERAL NOTES PAGE I w II I INTERIOR EL II m az CAULKED JOINTS Ov I I 3 I/2" CONCRETE FLOORam II II I I II I I 8" DRAINAGE ROCK u Ila da ° II ° 6 MIL POLY VAPOR BARRIER I 6 MIL POLY VAPOR BARRIER 4" PERFORATED DRAIN 4" PERFORATED DRAIN TILE (NON -SOCKED) WITH 4" DRAIN TILE TILE (NON -SOCKED) WITH 4" DRAIN TILE DRAINAGE ROCK. PASS THROUGH FOOTING DRAINAGE ROCK, PASS THROUGH FOOTING EXTEND MINIMUM OF 12" EVERY 12" (MINIMUM) EXTEND MINIMUM OF 12" EVERY 12" (MINIMUM) OUT AND 6" ABOVE FOOTING, OUT AND 6" ABOVE FOOTING. COVERED WITH FABRIC FOOTING PER PLAN COVERED WITH FABRIC FOOTING PER PLAN 5000 PSI (MINIMUM) 5000 P51 (MINIMUM) LOOK OUT FOUNDATION SCALE:: I" I' -O" FINISHED FULL HEIGHT FOUNDATION e - 1 -011 r 1/2" DRYWALL CAULKED JOINTS i R-20 CLOSED CELL FOAM VENEER PER I INSULATION. COVER EXPOSED ELEVATION TOP OF FOUNDATION WALL WATER RESISTANT I BARRIER (HOUSE WRAP) FINISHED FLOOR PER PLANI 3/4" t4G SUBFLOOR ICE AND WATER I i LEDGER FLASHING FLOOR TRUSS PER PLAN Al MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 i 1740 FOUNDATION 6" ALUMINUM FASCIA OVERALL SQUARE FEET 1740 WITH ALUMINUM SOFFIT 463 VENTS PER CODE FILL 2x BLOCKING 7/16" SHEATHING RUN TO UNDERSIDE OF ROOF SHEATHING FRIEZE PER PLAN SEE ELEVATION WINDOW TRIM PER ELEVATION O z DECKING IL I! WINDOW PER PLAN MDO I ° D z ll° 0 EXTERIOR WALL - 48" HIGH PER PLANI NOTE: 6:12 MINIMUM ROOF PITCH ENGINEERED ROOF TRUSS a 24" O.G. DESIGN BY MANUFACTURER/ FFFL1/2" DRYWALL POLY VAPOR BARRIER R-49 INSULATION (MINIMUM) DOUBLE 2 "x6" TOP PLATE 1/2" DRYWALL HEADER PER PLAN BATT INSULATION VOIDS TRIM PER SELECTIONS 2"x6" PLATE UNDER HEADER CLOSED CELL FOAM INSULATION VOIDS AROUND WINDOWS INTERIOR TYPICAL TRUSS DETAI.1 L e -o INTERIOR SHEATHING EXTERIOR 2"x6" EXTERIOR STUD WALL 16" O.C. R-20 BATT INSULATION 1/2" DRYWALL 7/16" SHEATHING I/2" DRYWALL 1/2" ANCHOR BOLT PER CODE WATER RESISTANT i I/2" ANCHOR BOLT PER CODE2"x6" TREATED SILL BARRIER (HOUSE WRAP) CAULKED JOINTS VENEER PER i CLOSED CELL FOAM INSULATION ELEVATION TO COVER TOP OF EXPOSED FOUNDATION WALL 2" RIC RIGID INSULATION EXTERIOR v2" DRYWALL LEDGE 2" CERTA-STUD (RIO) 3 1/2" CONCRETE FLOOR METAL DRIP CAP i INTERIOR #6 (GRADE 60) VERTIC GROUND BREAKER REBAR REINFORCEMENT EXTEND 6" BELOW 1 1/2" FROM INSIDE FACE GRADE (MINIMUM) I/2" PLYWOOD SUB -LEDGE GRADE ( 2"x6" TREATED SILL 2" MIN. CLEAR I" TH MAX INSULATIONERL EXTERIOR 2" CERTA-STUD (RIO) ° 2"x4" FURRING WALL 6 MIL POLY VAPOR BARRIER d 8" POURED CONCRETE 04 REBAR (GRADE 40) I/2" DRYWALL WALL - 48" HIGH DRAINAGE ROCK CONTINUOUS HORIZONTAL U NOTE: WITH -IN 18" FROM TOPQ WA L CAULKED JOINTS z ON SIDE WALLS STEP 3000 PSI (MINIMUM) BY FRAMER 0 FOUNDATION PER GRADE # 4x24„ (GRADE 40) DOW4" DRAIN TILE 8" POURED CONCRETE ° ° I 0 EMBED 5" (MINIMUM) 4 REBAR (GRADE 40) WALL - 42" HIGH I TREATED SILL PLATE am 12" ON CENTER 3000 PSI (MINIMUM) ° I WET SET OR EPDXYCONTINUOUSHORIZONTAL I 3 1/2" CONCRETE FLOOR GROUTED IN-PLACEWITH -IN 18" FROM TOP OF WALL # 4x24" (GRADE 40) DOWEL n 2" RIC RIGID INSULATION EMBED 5" Q 1NIC1Ul Z ° 8" DRAINAGE ROCK 42" ON GE 1TF}ss' WET SET O_R P CROUTE _IN -PL' d l ii d a II II I II I I II I I II I I II I I 4 REBAR (GRADE 40) II PROVIDE TWO (2) WITH 8'-0" CLEAR HEIGHT, THREE (3 WITH 9'-0" CLEAR HEIGHT AL I SPACED EQUALLY IN CLEAR SPAN 1" THERMAX SHEATHING FOAM INSULATION (R( B) ON II INSIDE OF ALL 51DEWALL5 PER CODE (FINISHED OR UNFINISHED) z0 II d a I I I RADON PIPE VENTED THROUGH ROOF o SEE DETAIL ON GENERAL NOTES PAGE I w II I INTERIOR EL II m az CAULKED JOINTS Ov I I 3 I/2" CONCRETE FLOORam II II I I II I I 8" DRAINAGE ROCK u Ila da ° II ° 6 MIL POLY VAPOR BARRIER I 6 MIL POLY VAPOR BARRIER 4" PERFORATED DRAIN 4" PERFORATED DRAIN TILE (NON -SOCKED) WITH 4" DRAIN TILE TILE (NON -SOCKED) WITH 4" DRAIN TILE DRAINAGE ROCK. PASS THROUGH FOOTING DRAINAGE ROCK, PASS THROUGH FOOTING EXTEND MINIMUM OF 12" EVERY 12" (MINIMUM) EXTEND MINIMUM OF 12" EVERY 12" (MINIMUM) OUT AND 6" ABOVE FOOTING, OUT AND 6" ABOVE FOOTING. COVERED WITH FABRIC FOOTING PER PLAN COVERED WITH FABRIC FOOTING PER PLAN 5000 PSI (MINIMUM) 5000 P51 (MINIMUM) LOOK OUT FOUNDATION SCALE:: I" I' -O" FINISHED FULL HEIGHT FOUNDATION e - 1 -011 r 1/2" DRYWALL CAULKED JOINTS i R-20 CLOSED CELL FOAM VENEER PER I INSULATION. COVER EXPOSED ELEVATION TOP OF FOUNDATION WALL WATER RESISTANT I BARRIER (HOUSE WRAP) FINISHED FLOOR PER PLANI 3/4" t4G SUBFLOOR ICE AND WATER I i LEDGER FLASHING FLOOR TRUSS PER PLAN Al 2x TREATED JOISTS PER PLAN AT 16" ON CENTER 2X TREATED LEDGER — PER PLAN FASTENED PER R1 GODS TO MANUFACTURED i 1/2" DRYWALL FLOOR TRUSS VENEER PER J,,Jjjj 2"x6" TREATED SILL WITH ELEVATION SILL SEALER WATER RESISTANT 1/2" DRYWALL BARRIER (HOUSE WRAP) DECK LEDGER DETAIL], - oil 2"x6" EXTERIOR STUD WALL 16" O.G. OPTIONAL INSULATION 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER i ELEVATION EXTERIOR I BITUMINOUS DRIVEWAY TYPICAL) OPTIONAL CONCRETE APRON OR NOTE: SEE BRACED WALL DETAIL ON GENERAL NOTES PAGE DRIVEWAY PER SPECS MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 i 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 FILL 2" DRIVE WAY LEDGE a a 4 REBAR (GRADE 40) CONTINUOUS HORIZONTAL DECKING IL I! WITH-IN IS" FROM TOP OF WALL I ° 2x TREATED JOISTS PER PLAN AT 16" ON CENTER 2X TREATED LEDGER — PER PLAN FASTENED PER R1 GODS TO MANUFACTURED i 1/2" DRYWALL FLOOR TRUSS VENEER PER J,,Jjjj 2"x6" TREATED SILL WITH ELEVATION SILL SEALER WATER RESISTANT 1/2" DRYWALL BARRIER (HOUSE WRAP) DECK LEDGER DETAIL], - oil 2"x6" EXTERIOR STUD WALL 16" O.G. OPTIONAL INSULATION 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER i ELEVATION EXTERIOR I BITUMINOUS DRIVEWAY TYPICAL) OPTIONAL CONCRETE APRON OR NOTE: SEE BRACED WALL DETAIL ON GENERAL NOTES PAGE DRIVEWAY PER SPECS MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 i 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 FILL 2" DRIVE WAY LEDGE a a 4 REBAR (GRADE 40) CONTINUOUS HORIZONTAL WITH-IN IS" FROM TOP OF WALL I ° 8 POURED CONCRETE ll° WALL - 48" HIGH II 3000 PSI (MINIMUM) I 4x24" (GRADE 40) DOWEL d EMBED 5" (MINIMUM) 42" ON CENTER I ° WET SET OR EPDXY GROUTED IN-PLACE 1/2" DRYWALL 1/2" ANCHOR BOLT PER CODE C>4R>4C E 6" CONCRETE FOUNDATION WALL BEYOND 3 I/2" CONCRETE FLOOR SLOPED TOWARDS DOORS FILL FOOTING PER PLAN 5000 PSI (MINIMUM) ICsARACsE FOUNDATION AT DRIVEWAY Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE •SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 zQ} 0- vi w pQw ZOQ NoILL QQz zQE zp= OUoOILL cwnLU 0Z wcNLo ( D O=Z UQ O w 0 wQw00z Q = O wm Nww (~=U Lu 0Ow =J V z—woz Q h wwUm C WUO OAU pm0wNQwUw pN z Z=OU'i'O Lu o V ~ Q O Q ~ J Q _ Zo ZN wQ WZZO} OZJw w w 0 p Q p O r QU Z I-- p wNF7_Q O 0pC w <pU Z `"Q=N DC ZZ w O= Q J U Z LL _ Q 0 0= m Z Q w O a J Z~ Z 3: ZD Lu Z Z Q~ Lu m O N p p bQ"'UviO P7- Qw 0 w 0 wZUzzJwUm QUQwO woo mJ Uwzrz v IL 0w D - - V) w w =3 (,ww Q< oo 0 Z Z z w w JZw w 0 'L-w Z'i Upwp J ZoQz j 0 0 m wzpJUw p Z Z n > _ 2 R Z O Q w N Lu U — QNB Z Z Qw O Oz wp= Q www Om ? THE MADISON VILLA Z H Q Lu w ZM()w Lu D Z w(Z p z V) 0 I D o`oo LrN0 :2 U w w0 DRAWING RECORD REVIEW SET PERMIT SET CLIENT SET 04.17.2024 05.10.2024 05.10.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED 1740 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1740 FOUNDATION 1740 OVERALL SQUARE FEET 1740 GARAGE 463 TYPICAL DETAILS