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2024-003604468 86th St N E i CITY OF Lot 1 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 lot 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. fAs-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. fLabel all adjacent street and railroad right-of-way. Erosion control and required landscape finishes (sod, grass, trees). Driveway location, width at lot line, °/a 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. Show adjacent property topo related to drainage with arrows Sump pump outlet location on building footprint (natural drainage or piped to curb) V 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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CoP ew uwuanreiv APPROVED FILE COPY REVIEWED FOR CODE COMPLIANCE SUgJECT TO FIELD INSPECTION Signature: r SHEET ef=EET TITLE 00 1 TITLE SLEET 00 I TYPICAL FRAMING DETAILS 01 1 ELEV,4TION5 4 ROOF PLAN I 02 1 LOUDER FLOOR PLAN I 1 03 I MAIN FLOOR PLAN 1 04 I UPPER FLOOR PLAN I 05 I ELECTRICAL PLANS 1 I Oro I ELECTRICAL 1=,4N5 I OT I INTERIOR ELEV,4TIONS/CA5INETS 08 I BUILDING SECTIONS I I 09I BUILDING SECTIONS I I 10 1 GENERAL NOTES I 1 II 1 TYPICAL W,4LL SECTIONS I 1 12 1 TYPICAL DETAILS 1 13 1 TYPICAL DETAILS JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 z pOz Q > w 3 a x J J pQw ZOJ oLLQ z w Z -w, Zz= 0o OLL%O aOz wO0 d• U< w zpw> a0<„ Z w O win wOU wQ OZ ZOwm Nz J a =w 00 w Z 1; m z w O,LL LLwQ N mw UmZU_' LU 00 03U pw w F Z=O wp 8:s w NQ ; QO<0 Zozzz> 0 a Wzz0>- w0 aQw pOz r xmQU z'- o- zQ 0 SOLD aN= zZww xW OZw ++Zz ONU U OpW a 0zo o U Q Z J LL U m Oi O Z Q U Z p OJwQ ' mD1JwZ> U ap LL' c[ Q Q p Q Z Z aZTD CO w R'JZw wO- w—p LLOwz d' QZO Qz O pp OU0 mawz¢?w xozz o> w 0aw UZOQ QZOQxOQ w 0v zivow ?, wJ Ow x ? THE BROOKVIEW Q y) w 0 z)LU o IL L.] Z n z z 0=Oz I— ' O o v, O Z 0 N DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 MAIN FLOOR FINISHED r UPPER FLOOR FINISHED J 00OOuwC'1gq zJ EUqq00i-- w z O Z 0 N DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 MAIN FLOOR FINISHED 1024 UPPER FLOOR FINISHED 1277 LOWER FLOOR FINISHED 787 FOUNDATION 10241 GARAGE 7751. TITLE SHEET z CL W CL N N 0 N U z O O ry co 0 INTERIOR ROUGH OPENING 5CNEDULE PRE -HUNG DOORS ROUGH OPENING WIDTH - ADD 2" TO DOOR SIZE 6'-8" DOOR HEADER HEIGHT - 83" (ADD 3" TO 6'-8") 8'-O" DOOR HEADER HEIGHT - 99" (ADD 3" TO B' -O") BI -FOLD DOORS ROUGH OPENING WIDTH - ADD 1 1/2" TO DOOR SIZE 6'-8" DOOR HEADER HEIGHT - 82" (ADD 2" TO 6'-8") POCKET DOORS ROUGH OPENING WIDTH - DOOR SIZE x TWO, PLUS 2" 6'-8" DOOR HEADER HEIGHT - 82" (ADD 2" TO DOUBLE PRE -HUNG 45TRIGAL-DOOR WIDTH PLUS 3" (EX: 5'-0 WIDE" = 63") ROLLER -DOOR WIDTH PLUS 2" (EX: 5'-0" WIDE" = 62"9 HENT BOARD TRIM 2x6 P05T NDOW PER PLAN LL PER SELECTIONS KTENSION JAMB PER SELECTIONS JLL COVER PER SELECTIONS WINDOW MULL DETAIL INTERIOR ROUGH OPENING 5CNEDULE DRYWALL AND CA5ED OPENINGS WIDTH ON PLAN PLUS 1" x HEIGHT ON PLAN PLUS 1/2" 3" FIN. RETURN (TYP) OR DIMENSIONED TO CENTER BARN DOORS ROUGH OPENING WIDTH - 1" 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 35" HIGH FINISHED RETURN UNLESS DIMENSIONED ON PLAN OPENING SIZE PER PLAN Q 4ED OPENING 12" DOWN 0OMFINISHEDCEILING OL TWO (2) STUDS TO DOOR R.O. DRYWALL OPENING: DETAIL 1 1/2" = I' -V" NUM5F-R OF KING; 5TUD5) TYPICAL WINDOW HEADER WITH 9' CEILING m 1 WINDOW ROUGH OPENING 5CHEDULE WINDOW HEIGHTS MAIN FLOOR HEADER HEIGHT - 7'-11 3/8" U.N.O. UPPER FLOOR HEADER HEIGHT - 6'-11 3/8" U.N.O. LOWER WALKOUT HEADER HEIGHT - 6'-I1 3/8" U.N.O. LOWER LOOKOUT E FULL FNDTN - 6'-11 1/2" U.N.O. WINDOWS SET ON DOUBLE BOTTOM PLATE WINDOWS (NON -MULLED) ROUGH OPENING IS ACTUAL (NOMINAL) SIZE - WDTH 3 HGT WINDOWS (MULLED) R.O. IS ACTUAL (NOMINAL) OF BOTH (3050-2 = 72" WIDE) HEADER SPANS UP TO 4'-11" - 1 TRIMMER 5'-0" 8 UP - 2 TRIMMERS (U.N.0) EXTERIOR DOORS ROUGH OPENING 5CNEDULE ENTRY DOOR DOOR WIDTH PLUS 2 1/2" - DOOR HEIGHT PLUS 2 1/4" 1024 1277 787 BRICKMOULD (B.M.) - WIDTH PLUS 4" / HEIGHT PLUS = 3" 12" TALL TRANSOM - ADD 2" t0 HEIGHT FOR 14" 36 DOOR / 12 LITE 513/4" (WIDTH) x 95 3/4 (HEIGHT) - B.M. 531/2" x 96 1/2 36" DOOR / 14" LITE 53 3/4" (WIDTH) x 95" 3/4" (HEIGHT) - B.M. 55 1/2" x 96 1/2" 36" DOOR / 12" DBL LITE 65 1/4" (WIDTH) x 95" 3/4" (HEIGHT) - B.M. 6l" x 96 1/2" 36" DOOR / 14" DBL LITE 69 1/4" (WIDTH) x 95" 3/4" (HEIGHT) - B.M. ll" x 96 1/2" SLIDING PATIO DOOR DOOR WIDTH x 80" (6'-8") - 12" ((o'-10) - 96" (8'-0") GARAGE SERVICE DR 34" R.O. WIDTH x 82 1/2" R.O. HEIGHT (32"x80" DOOR) 2X6 EXTERIOR 2X6 EXTERIOR WALL STUD WALL STUD vAPOR BARRIER TO EXTEND L VAPOR BARRIER t0 EXTEND TO STUD -TAPE SEAM TO STUD -TAPE SEAM HORIZONTAIL BLOCKING Is INTERIOR WALL WALL INTEfR5EGTION[ TYPICAL DOUBLE TOP PLAT NUM15F-R OF KING; STUDS) M I`; TYPICAL WINDOW HEADER WITH 8' GEILINCs 2X(o EXTERIOR TYPICAL EXTERIOR CORNER 1 1/2" = I -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} CL vi oQw z0Q CL ONo QQz zQ zp= U( CD cwn pZ wLufl c"'—n( D p=Z UQ ix O =w CL O Z w pp --J wQw00z Q = O w m N w w 0 U~_ U z0Uw =F - LU UZz oo Q Nwwum c W W U O O A U m o w N Q wUw pN Z0j Z=OU'''p Lu O~N< 0(':2LOE ZoZZ- wQ u zZO} EOOxQQwZw" 2 w Q/ Z Lu Lu O J O~ m u pw,F7_Q O pC w <pU Z `"LQ=vi CC ZZ`w O= Q F-w U - Z Q O 0= m Z Q w O CL J Z~ Z 3 ZD L J J Z Z Q~ w w O N O p o - w U zzL/)O w w 0 wZUzZ_jw U m LQUQwp w<0 mJ UwzrZ U wC w D-- cnw()3 QO0O 3 o"QQo wz ZIL0ZwzZo QC> Lu 0 °°Lu`='ZLuvi in Uo"Io OU_ J QC14 QUNw w FZ0ZQOZ p U>Lnw= Lu N QLu www Om ? THE BROOKVIEW Go Z 1024 1277 787 0000 3088 FOUNDATION LLJ OVERALL SQUARE FEET F- GARAGE U O pF- O DRAWING RECORD REVIEW SET PERMIT SET 03.28.2024 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 FRAMING DETAILS IN CD CDN 0 N C6 N W I— Q O n W O Ulm W z N co 00 W z Z n Z Q CL W CL N N 0 N U Z vi O m Mu I I I I I I I I I L J I I ADJUST FOUNDATION AS ------7 RIGHT E REQUIRED PER GRADE SCALE:: 1/811 = 1'-011 LOOKOUT ELEVATION5_- ALt:: 1/6 = 1'-V" r----------------------------------------------- I I t I t I f NOTE: VENTS TO BE INSTALLED ON f f REAR OF HOME OR ON LESS VISABLE SIDE WHENEVER POSSIBLE f I I I I i I f I f t I f - f I I - f 5" HEEL r E] L] i ------ -- t - RIQCx I I I tu f I If It _ - I I I I I I f I„ t f ZLiLu I RIDGE 5" 14EEL- cz ABLE N - f 11/16" ENS t HEEL1L---- ROOF I N L - I ROOF VENT CALCULATIONS AREA SQ, FT. SQ. IN, VENTS LIVING 1211 306 1 GARAGE 1 555 133 3 NOTE: VENTS ARE CALCULATED AT 1/300 NET FREE VENTILATING AREA USING LOMANCO 150 ROOF VENTS PER IRC 8806.2 - EXCEPTION 2. L VAT I CN NCTF=5 NOTE: SEE FULL NOTES ON GENERAL NOTES PAGE ALL NOTES ARE TYPICAL UNLESS NOTED OTHERWISE MATERIALS ARE AS INDICATED ON PLAN. FRONT ELEVATION: COMPOSITE OR VINYL LAP SIDING AS NOTED. THIS INCLUDES LAP SIDING, SHAKE, 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) SIDE AND REAR ELEVATIONS: VINYL LAP SIDING WITH VINYL CORNERS NO WINDOW OR DOOR TRIM (U.N.O.) I 1 IIII I 1 00F FL AN. bbL.- 1/0" = 1'-011 6:12 PITCH a m U Los 01all 0 m I b b b I I I I I I I IfREAR ELEVATION___ SCALE:: 1/ 1511 = 11-011 1/2" DRYWALL 5I p INCA I=RONY VENEEF ELEVATION 2"X4" WOOD TRIM BOARD GARAGE DOOR WEATHER STRIPPING Ix8 COMPOSITE GARAGE BUCK GARAGE DOOR KEYPAD SET AT 48" ABOVE FLOOR 6" CEMENT BOARD TRIM 2"X4" WOOD TRIM BOARD 1/2" DRYWALL CL N J N CL GARAGE DOOR No WEATHER STRIPPING 5CING I=RONY 2"x6" STUD WAL Z O = O w ~ O Ix8 COMPOSITE GARAGE BUCK wcN—n(D GARAGE DOOR KEYPAD OpF- SET AT 48" ABOVE FLOOR z STONE VENEER IGARAGE 5UCK DET I o 0 JCL UPPER FLOORPLATE WINDOW_ HEIGHT a - m cA = vcj MAIN FLOOR 18 3/4" MAIN FLOORPLATE-- WINDOW LATE__ WINDOW HEIGHT cA n m MAIN FLOOR 20 1/4" TOP OF FOUNDATION 1ll1NDQl11_ HEIGHT TOP OF LOOKOUT _ FOUNDATION r m LOWER FLOOR TOP OF FOOTINCx , Q Q a u a r MAIN 3/8" x 1'-4" WIDE SOFFIT PER SELECTIONS 1x6" TRIM PER SELECTIONS PANEL PER SELECTIONS TREATED POST SEE PLAN 1x8" TRIM PER SELECTIONS STONE CAP - 16" STONE BASE - PER SELECTIONS I I I I I I LEFT ELEVATIONI SCALE:: 1/8'1 = 11-011 12 PER ELEVATION 12" OVERHANG FRIEZE PER PLAN ALUMINUM SOFFIT r AND 6" FASCIA 2x BLOCKING AS REQUIRED 11-411 CORNER TRIM PER PLAN VENEER PER ELEVATION ITYPICAL RETURN DETAILI I r—MLA ILM VC I HIL I COMPOSITE GARAGE BUCKS I COMPOSITE GARAGE BUCKS 1, 51 WINDOWS IN TOP PANELSTONE SILL I WINDOWS IN TOP PANEL I ILHOMEADDRE55PLACARDSTONEVENEER FRONT ELEVATION 'E i --------------------- SCALE.. 1/4" = 1'-011 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 CL oQ„ No 12 C) O O z Q W Z O = O w ~ O cwinw Z wcN—n(D Q Q a u a r MAIN 3/8" x 1'-4" WIDE SOFFIT PER SELECTIONS 1x6" TRIM PER SELECTIONS PANEL PER SELECTIONS TREATED POST SEE PLAN 1x8" TRIM PER SELECTIONS STONE CAP - 16" STONE BASE - PER SELECTIONS I I I I I I LEFT ELEVATIONI SCALE:: 1/8'1 = 11-011 12 PER ELEVATION 12" OVERHANG FRIEZE PER PLAN ALUMINUM SOFFIT r AND 6" FASCIA 2x BLOCKING AS REQUIRED 11-411 CORNER TRIM PER PLAN VENEER PER ELEVATION ITYPICAL RETURN DETAILI I r—MLA ILM VC I HIL I COMPOSITE GARAGE BUCKS I COMPOSITE GARAGE BUCKS 1, 51 WINDOWS IN TOP PANELSTONE SILL I WINDOWS IN TOP PANEL I ILHOMEADDRE55PLACARDSTONEVENEER FRONT ELEVATION 'E i --------------------- SCALE.. 1/4" = 1'-011 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 CL oQ„ z0Q 12 C) O O z Q W Z O = O w ~ O cwinw Z wcN—n(D O=z UQ W OpF- zwO Z w Cim Lu V) GwQWOOzo 0 JCL Q = O0 w m w w F- U~_ U U zZ CWCOUW 0 0 LL LL. N W W U m 0 m W U O U w pN O U Z 1 0 W N Q w wU H Q~ O Q z V~ J LOEQ= z N Q Q21 o W J O°QU OwQ W O LJJ ZZO} 0OZJWOQQO Oz QpU F7-Q w W z `nLuQ=vi CC ZZ w Q 0_ O= m Q JwU JZ Q wZA CL J Z~ Z 3 ZLJJ Z Z Q~ 0V)UNp w Oo00(„LE0 WOUzZJLL Lu Ulm mJ D-- QUQ Uwzrz U IL Q O 11 O t•w, cnw(D V Q Q QJ Q w °° Z v z w Z w w 0 J Z w LOU- w 0 Lu w Z w UpwC) 9 J E O zpQZF= w zQ J Wm50 pzz e _ E RR UZOQ Lu N O OQWQ W Lu O Q W w O m THE BROOKVIEW Go Z 1024 1277 787 0000 3088 FOUNDATION LLJ OVERALL SQUARE FEET F- GARAGE U OpF- O DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 ELEVATION B 0 01 co 1q_ N 0 N N Lu Q O J n Lu_ O Ulm w z 00 co NI W Q z z Q n N N 0 N U z O O ry m A B C 4(o' -O" 36'-0" I I I STAIR ABOVE I I I F_ LOOKOUT WALL 2x6 -, 16" O.C. 8 POURED GONG. 3'-6" HIGH 20"x8" FOOTING I INSULATI NSLIER --RO -- O-- a 1 BEDROOM 5 I CARPET 7 10'-11 3/4" 6'-10 3/4" 4'-1" I I 1 4068 BI -FOLD a I = 2x ti' 1 F_ 11 4'-11 1/2" D I I m I F FULL FOUNDATION I 8" POURED GONG. I L 8'-4" HIGH I O 20"x8" FOOTING RIO INSULATION—"' I FI ISH ST 1 S UP 16 SLI FAMILY ROOM CARPET E HOSE SLIDER BIBS 1 a 2A 1/21 L6L W) V z U O u_ N 9'-8 1/2" 10'-51/2" IRRIGATION 2'-10 1/4" 1'-1 1/4" SYSTEM INSTALLATION 868 f 1 I FULL FOUNDATION I 8" POURED GONG. II I 8'-4" HIGH I 20"x8" FOOTING RIO INSULATION I I AG UNIT 0 MOUNT ON STEEL I BRACKET I I I I I I DROP TOP OF GARAGE I FOUNDATION 12" FROM TO OF HOUSE FOUNDATION o STAIR ABOVE I I I 12 BATH CO X COMMON WALL I ECHANICAL WH UNFINISHED I ELECTRICAL O I i — — T FOOTING r.i it, VINYL m m m l r FD C I SEWER LINE I\9) TN 61 13)x10 + 26 8 N N N N F 30"X30"X12" 1 1 13'-9" Nw GONG PAD I 2 - W u 5TORAGE I I W Z UNFINISHED FURN LO ATE GLEAN -OUT AS GL SE TO FOUNDATION AS POSSIBLE STAIR ABOV — — — — — — — — — 411 LEDGE COMMON WALL 10" POURED GONG. V-4" HIGH 20"x8" FOOTING RIO INSULATION 19'-8" 29'-6" STAIR ABOVE I I I WALL 0 COMMON WALL I z< ELECTRICAL 0 I 10" POURED GONG FOOTING no 1 PANEL (VERIFY) cO<0-O 8'-4" HIGH 1 C 0 F- — F- w Co w U w I 6) u Q ZUNwwmQ 20"x8" FOOTING I SEALED SUMP BASKET WITH inmoLu V) Z=LL,p o COMMON WALL ON RIO INSULATION RADON MITIGATION SYSTEM SEE I SUMP I 0 DETAIL IN GENERAL NOTES I IN L — — — — — — 10" POURED CONC. 8'-4" HIGH Z,F7_Q 02 2X 1 UNEXC I FURN LO ATE GLEAN -OUT AS GL SE TO FOUNDATION AS POSSIBLE STAIR ABOV — — — — — — — — — 411 LEDGE COMMON WALL 10" POURED GONG. V-4" HIGH 20"x8" FOOTING RIO INSULATION 19'-8" 29'-6" LOWER FLOOR PLAN 5GALE:: 1/4" = 1'-0" LOOKOUT' STAIR ABOVE I I I WALL 0I z< 8" POURED GONG. I'-8" HIGH 20"x8" FOOTING HIGH I e" FOOTING no J Lu Lu (Din0 cO<0-O C 0 F- — F- w Co w U w I 6) u Q ZUNwwmQ W U0 Uw 0N OAU zoo inmoLu V) Z=LL,p o COMMON WALL ON J Lu I I 0 0 Q WzzO} wZJ O pC 10" POURED CONC. 8'-4" HIGH Z,F7_Q 02 2X 1 UNEXC I z"Q=N I N Q iwwU JZ Q w O u a J Z~ Z 3 20"x8" FOOTING ONUS -o ow 3 1/2" GONG Tlt Uzzz i w U m m 0-- zQ O w Z Z U L w 3 v,w(>- w w Q Q RIO INSULATION Owz Z CLzw w 1 ter° D aow z= U0"'o OU_ J C4 Lu p U=zOQ I Z w Z Q LOWER FLOOR PLAN 5GALE:: 1/4" = 1'-0" LOOKOUT' 0 n GARAGE STAIR ABOVE I I I WALL I I I 0 STOOP WALL z< 8" POURED GONG. I'-8" HIGH 20"x8" FOOTING HIGH 0 n GARAGE o UNEXCAVATED WALL 10" FOLIRED 0 GONG. z< FIBER MESH REINFORCEMENT HIGH 20"x e" FOOTING I I I L— I _ DROP TOP F GARAGES — — FOUNDATION 2" FROM TOP OF H0U5E FOUNDATION I1'-4" 4'-8" A) (B 0 o UNEXCAVATED J N oK ; 0 0 3 1/2" CONCRETE FLOOR WITH z< FIBER MESH REINFORCEMENT OQ SLOPE TO GARAGE DOORS wvN—,0 O=Z UQ OLu no PROP TOP OF GARAGE FOUNDATION 12" FROM TOP OF H0U5E FOUNDATION GARAGE WALL 8" POURED GONG. 4'-0" HIGH 20"x8" FOOTING F I MASONRY OPENING 2" DRIVEWAY APRON LEDGE 16'-2" Ir 20'-0" 46'-O" C 30'-0" 9'-l0" GARAGE WALL 8 POURED GONG. 1 4'-0" HIGH I 20"x8" FOOTING 1 J 1 O O m E LODUER FLOOR FLAN NOTES 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 5" THICK, WIDTH NOTED ON PLANS 5. INTERIOR BEARING WALLS - 2 "xb or 2x4" (PER PLAN) ON 20"x5" CONTINUOUS CONCRETE FOOTINGS. 6. PAD FOOTINGS AT POINT LOAD LOCATIONS ARE NOTED ON PLAN IN SIZE AND LOCATION. 1. GRADE TO BE MINIMUM OF ro" BELOW TOP OF FOUNDATION WALL AND SLOPE DOWNWARD AWAY WITH -IN FIRST 10'-0" OR HAVE ADEQUATE SWALE PROVIDED. FOUNDATION WEIGHTS 8'-4" x 5" FULL FOUNDATION 3'-ro" x 5" LOOKOUT 4'-0" x 8" WALKOUT NOTE: STEP FOUNDATION WALL PER CODE ON SIDEWALLS 4'-O" 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 x 8" STOOP WALL - 8" BELOW T.O. MAIN FOUNDATION NOTE: FOUNDATION LEDGES 8" BELOW TOP OF WALL FRAMING- NOTES 8'-2"+ CEILING HEIGHT (8'-4" POUR + 1 1/2" PLATE - 31/2" GONG. FLOOR) EXTERIOR WALLS ARE 2"x6" -w 16" O.C. WITH R20 INSULATION INTERIOR WALLS ARE 2"x4" -a 16" O.C. ANGLED WALLS ARE 45° HALF HIGH WALLS ARE 42" HIGH -0 16" O.G. HALF HIGH WALLS (ANGLED) ARE 38" HIGH -a 16" O.C. BEARING WALLS ARE a 16" O.G. (SHADED DARKER) WITH NOTE: 16"x8" CONTINUOUS POURED GONG. FOUNDATION UNDER WALLS WINDOWS AND DOORS WALKOUT AND FULL FOUNDATION - 7'-0" 1/4" WINDOW HEIGHT LOOKOUT - SET ON DOUBLE BOTTOM PLATE 42" MAX HEIGHT WINDOW WINDOW AND DOOR HEADERS ARE (2)"x10" EGRESS AND TEMPERED WINDOWS ARE NOTED EGRESS WELLS ARE SHOWN (SEE DETAILS) BATHROOM NOTES I. 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 t0 SIDE WALL OR CABINET AND 21" CLEAR IN FRONT OF TOILET FIRE PROTECTION NOTES I. 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 I. 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 I. DETECTORS TO BE INSTALLED ON CEILINGS. 2. SHALL BE INSTALLED OUTSIDE THE IMMEDIATE AREA WITH -IN 10'-O" OF EACH SOEEPING AREA JA P Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q } N J N oK ; z0Q :2C) UoOE O z< zo= OVERALL SQUARE FEET F- wvN—,0 O=Z UQ OLucwnw0z Lu Lu (Din0 cO<0-O C 0 U Qw0 z Qw=0O0 F- w Co w U w N w w m j U~=- U U w Z- w 6) u Q ZUNwwmQ W U0 Uw 0N OAU zoo inmoLu V) Z=LL,p o ON J Lu Zozz- Q _ O O°QU 0 Q WzzO} wZJ O pC Z pU Z,F7_Q 02 2X w z"Q=N CC Zz w Q 0 O= m Q iwwU JZ Q w O u a J Z~ Z 3 ZLJJ z z Q ~ ONUS -o ow a0OOQ nUzzz i w U m m 0-- zQ O w Z Z U L w 3 v,w(>- w w Q Q Q Owz Z CLzw w Q0> ter° D aow z= U0"'o OU_ J C4 Lu p m w = U = :Ez U=zOQ vi Z w Z Q O Ln wp U www Om THE BROOKVIEW co Z 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION ui OVERALL SQUARE FEET F- GARAGE U Lu z O DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 LOWER FLOOR 02 00 00 Nlq0 N C6 N Lu r) O J n C Lu_ O Ulm Lu z V) co 00 Lu Q z z Q 0 Z W CL N N 0 N U z O O co 0 v m O R. 1111111 A> (B 1'-6" 11'-6" S.H.-FIX D -5.H. 3050-30 0-3050 T.O. WINDOW a 1'-I1 3/8" 108" 60" 3A 1/2" LSL 1/2" I wI 38 HIGH 1/2 Z 60610 PATIO w f OGARPEE 0 TOP OF WD AT 6'-11 3/8" INC a I I I I I I I DW I 11 oI U UP 11 9'-1 1/4" Ir LL I K w U LIVING ROOM LVF o 0 LvP I 13 ELECTRIC, ELECTRIC FIREPLACE I z R.O. 50 13/16" WIDE X 16 1/8" HIGHI 0 I L ---- --1---J ( 01- 011 BOTTOM OF ROUGH OPENING C() I UP IS" FROM FLOOR 00 LAND 1 1'-5 1/2" 4'-3 1/2" 38 HIGH 1/2 Z 60610 PATIO WALL f OGARPEE 0 TOP OF WD AT 6'-11 3/8" INC a I I I I I I I DW I I6, U UP 11 9'-1 1/4" Ir DINING ROOM71, LVF KITCHEN LvP c 46'-O" 10'-111/2" ,, 6'-01/2" 2'-6" 2'-6" IL 3nx10 (FLUS; 21010 DRYWALL OPENING DROP TOP 01= ARACEPAVTR N FOUNDATION 12" FROM TOP OF HOUSE FOUNDATION o+ cn 7 HtVEC- LU O m MUD ROOM 1'-6 1/2" 5 1 Lu VINYL BATH VINYL M 2868 1 20 MINUTE FIRE DOOR 5 RISERS 1 m ° UJORKSHOP 0 ` p CONCRETE SLI ER Z 60610 PATIO 3 3O f OGARPEE 0 TOP OF WD AT 6'-11 3/8" 231/2" LSL a I I I I I I I DW I GARAGE U 9'-1 1/4" Ir DINING ROOM71, LVF KITCHEN LvP z m U z TRASHi 2 0 I L ---- --1---J ( 01- 011 0 — O FFFF C() I 00 4'-1 3/ r 12'- 9'-1112" toy -- 2'-6" 2'-6" IL 3nx10 (FLUS; 21010 DRYWALL OPENING DROP TOP 01= ARACEPAVTR N FOUNDATION 12" FROM TOP OF HOUSE FOUNDATION o+ cn 7 HtVEC- LU O m MUD ROOM 1'-6 1/2" 5 1 Lu VINYL BATH VINYL M 2868 1 20 MINUTE FIRE DOOR 5 RISERS 1 m ° UJORKSHOP 0 ` p CONCRETE MAIN FLOOR FLAN SCALE:: 1/4" = 1'-0" 5'-4" ELECTRICAL DROP TOP OF GARAGE I PANEL ( ERIFY) E FOUNDATION 12" FROM TOP OF HOUSE FOUNDATION 2)111/8" LSL-DROPPED CONTINUOUS TO EACH CORNER SIDEWALK SEE PORTAL FRAME DETAIL 16' x 8' GARAGE DOOR I WINDOWS IN TOP PANEL V I 2)111/8" LSL - DROPPED WINDOWS N TOP PANEL I DROP TOP F GARAGE FOUNDATION 121' FROM TO ASPHALT DRIVE OF HOUSE FOUNDATION 16'-0" AT CURB 20'-0" 16' - O" 301-011 46'-O" B) (C E O O m O N MAIN 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"1@ 16" O.C. WITH R20 INSULATION INTERIOR WALLS ARE 2"x4" 9 16" O.G. ANGLED WALLS ARE 45° HALF HIGH WALLS ARE 42" HIGH 6 16" O.C. HALF HIGH WALLS (ANGLED) ARE 38" HIGH 6 16" O.C. BEARING WALLS ARE -s 16" O.C. (SHADED DARKER) WlNDOUIS AND DOORS 6'-11 3/8" OR 1'-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" DPPP 2. UPPER CABINETS ARE 36" HIGH AND 12" 3. MINIMUM 10" BETWEEN COUNTER TOP AND UPPER CABINETS 4. 4. MINIMUM 3(o" CLEAR WALK SPACE BETWEEN CABINETS IN PLAN BATHROOM NOTES 1. BATH VANITIES ARE 3(o" 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 3(o" 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. GARAGE CEILINGS TO HAVE 1/2" DRYWALL INSTALLED. 2. CEILINGS IN UNFINISHED AREAS TO HAVE 1/2" DRYWALL INSTALLED. 3. PROVIDE FIREBLOC<NG AND DRAFTSTOPPING 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 6. DETECTORS TO BE INSTALLED ON CEILINGS. 2. SHALL BE INSTALLED OUTSIDE THE IMMEDIATE AREA WITH -IN 10'-0" OF EACH SLEEPING AREA STAIRWAYS 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 &'-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. I. ALL RAILINGS TO HAVE LESS THAN 4" SPACE BETWEEN BALUSTERS. HALF WALLS AND RAILINGS 1. 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. JA P Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 zo} CL vi CL oQw z0Q No QQz zQ z0= OUo0E 0 cwn 0z wLuV) cz; o0 Q= Z,UQ IxO 0 Z Lu zowV f O0 0-U wQw00z a o w m N w w 0 U~= U z0U =F- Uz-woz En5u- u- h wLuuQ W U 0 O A U p m C) w N Q wUw pN z Z= )100- V Q O L -u Q 0~ J cl Q Lu ZuJ o ZN 00-Q uuzZO} OZJLL w >-w0 pQpO rot mQUz QO p02X QDU Zv'L3 CC ZZ w0 Q J U JZ wJzm 03N ppOZDzZw Q"'UviO Q''' Lu p= 'iZ U U'Lu- '20 UzQUQ_ 0 J w m J w Z>- z U IL Uj 3 ww(} J0Z0 O Z z Lu afCmL Q(D> Urp p m°°`='zvi u (u/3o OU_ J QC14 o 0 0 m= O Uo z ZN w w7= 9 < ZOQ QNB :2 : Ot=2 V) ww O m Z THE BROOKVIEW Z H Q w uio0w w Z D Z N U Z 0 _ 0 Z 12 0m00 Z 1024 1277 787 Lu f OGARPEE 0 ui J ENTRI' 11 13/41"L21-61/4` GARAGE U 9'-1 1/4" Ir z Lu U C() 00 r LvP lu 100 29'-6" 0 0 IIS O N71 I 1 GARAGE I u I CONCRETE FLOOR L 4J 2 3 I/2" LS SLOPE TO DOORS 1 2X6 GARAGE WALLS 16" O.G. HOSE 3 68 DRYWALL ON WALLS AND CEILING BIBSENrRY TOP OF WIND W AT 6'-11 3/8" D OR j+ 1 I 30 O-2 GIRDER TRUSS SINGLEHUNG 2-4 r d)1 5'-8" 2'-4" n dII1' -4" 4'-8" a r - Q1 s LDROPPEDSOFFIT------------ oo2)1 1/4"_LSL DROPPED_ 0 12"x12" ARCHITECTURAL FRONT PORCH 6+ O v' o z 1 r COLUMNS - SEE POST CONCRETE s w L" f ROOF TRUSSES I PROFILE DETAIL x Q 24" ON CENTER MAIN FLOOR FLAN SCALE:: 1/4" = 1'-0" 5'-4" ELECTRICAL DROP TOP OF GARAGE I PANEL ( ERIFY) E FOUNDATION 12" FROM TOP OF HOUSE FOUNDATION 2)111/8" LSL-DROPPED CONTINUOUS TO EACH CORNER SIDEWALK SEE PORTAL FRAME DETAIL 16' x 8' GARAGE DOOR I WINDOWS IN TOP PANEL V I 2)111/8" LSL - DROPPED WINDOWS N TOP PANEL I DROP TOP F GARAGE FOUNDATION 121' FROM TO ASPHALT DRIVE OF HOUSE FOUNDATION 16'-0" AT CURB 20'-0" 16' - O" 301-011 46'-O" B) (C E O O m O N MAIN 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"1@ 16" O.C. WITH R20 INSULATION INTERIOR WALLS ARE 2"x4" 9 16" O.G. ANGLED WALLS ARE 45° HALF HIGH WALLS ARE 42" HIGH 6 16" O.C. HALF HIGH WALLS (ANGLED) ARE 38" HIGH 6 16" O.C. BEARING WALLS ARE -s 16" O.C. (SHADED DARKER) WlNDOUIS AND DOORS 6'-11 3/8" OR 1'-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" DPPP 2. UPPER CABINETS ARE 36" HIGH AND 12" 3. MINIMUM 10" BETWEEN COUNTER TOP AND UPPER CABINETS 4. 4. MINIMUM 3(o" CLEAR WALK SPACE BETWEEN CABINETS IN PLAN BATHROOM NOTES 1. BATH VANITIES ARE 3(o" 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 3(o" 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. GARAGE CEILINGS TO HAVE 1/2" DRYWALL INSTALLED. 2. CEILINGS IN UNFINISHED AREAS TO HAVE 1/2" DRYWALL INSTALLED. 3. PROVIDE FIREBLOC<NG AND DRAFTSTOPPING 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 6. DETECTORS TO BE INSTALLED ON CEILINGS. 2. SHALL BE INSTALLED OUTSIDE THE IMMEDIATE AREA WITH -IN 10'-0" OF EACH SLEEPING AREA STAIRWAYS 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 &'-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. I. ALL RAILINGS TO HAVE LESS THAN 4" SPACE BETWEEN BALUSTERS. HALF WALLS AND RAILINGS 1. 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. JA P Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 zo} CL vi CL oQw z0Q No QQz zQ z0= OUo0E 0 cwn 0z wLuV) cz; o0 Q= Z,UQ IxO 0 Z Lu zowV f O0 0-U wQw00z a o w m N w w 0 U~= U z0U =F- Uz-woz En5u- u- h wLuuQ W U 0 O A U p m C) w N Q wUw pN z Z= )100- V Q O L -u Q 0~ J cl Q Lu ZuJ o ZN 00-Q uuzZO} OZJLL w >-w0 pQpO rot mQUz QO p02X QDU Zv'L3 CC ZZ w0 Q J U JZ wJzm 03N ppOZDzZw Q"'UviO Q''' Lu p= 'iZ U U'Lu- '20 UzQUQ_ 0 J w m J w Z>- z U IL Uj 3 ww(} J0Z0 O Z z Lu afCmL Q(D> Urp p m°°`='zvi u (u/3o OU_ J QC14 o 0 0 m= O Uo z ZN w w7= 9 < ZOQ QNB :2 : Ot=2 V) ww O m Z THE BROOKVIEW Z H Q w uio0w w Z D Z N U Z 0 _ 0 Z 12 0m00 DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE Z 1024 1277 787 TOTAL FINISHED 0 0 ui OVERALL SQUARE FEET GARAGE U Op O DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 MAIN FLOOR 03 lq N 0 N C6 N Lu O J n Z Q CL H W CL N N 0 N U z O O ry co 0 O m UPPER FLOOR PLAN SCALE:: 1/4" = 1'-0" I _ P1" MAIN FL00F, FLAN NOTES NOTE: SEE FULL NOTES ON GENERAL NOTES PAGE ALL NOTES ARE TYPICAL UNLESS NOTED OTHERWISE FRAMING NOTES 9'-I 1/8" P±LATE HEIGHT EXTERIOR WALLS ARE 2"x6"6 16" O.C. WITH R20 INSULATION INTERIOR WALLS ARE 2"x4" 9 16" O.G. ANGLED WALLS ARE 45° HALF HIGH WALLS ARE 42" HIGH -0 16" O.G. HALF HIGH WALLS (ANGLED) ARE 38" HIGH fit 16" O.G. BEARING WALLS ARE -a 16" O.C. (SHADED DARKER) WINDOWS AND DOORS 6'-11 3/6" OR I' -II 3/8" WINDOW HEIGHT AS NOTED ON PLAN WINDOW AND DOOR HEADERS ARE (2)2"xlO" EGRESS AND TEMPERED WINDOWS ARE NOTED KITCHEN NOTES I. BASE CABINETS ARE 36" HIGH AND 24" DEEP 2. UPPER C,451NET6 ARE 36" HIGH AND 12" 3. MINIMUM 18" BETWEEN COUNTER TOP AND UPPER CABINETS 4. 4. MINIMUM 36" CLEAR WALK SPACE BETWEEN CA5INETS 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 36" HIGH, WIDTH PER PLAN, AND ARE FRAME -LESS PLATE. 5. VANITY LIGHTS ARE MOUNTED AT -l'-O" ABOVE FLOOR. 6. 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 DRAFTSTOPPING PER CODE. SMOKE AND CARBON MONOXIDE DETECTO NOTE: DETECTORS SHALL 5E COMBINATION WHEREVER POSSIBLE SMOKE DETECTORS 4. DETECTORS TO 5E INSTALLED ON CEILINGS 5. 2. TO 5E 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 6. DETECTORS TO 5E INSTALLED ON CEILINGS. 2. SHALL 5E INSTALLED OUTSIDE THE IMMEDIATE AREA WITH -IN 10'-0" OF EACH SLEEPING AREA STA I RUJAYS I. TREADS SHALL 5E MINIMUM OF 10" 2. RISERS SHALL 5E MAXIMUM OF -1 3/4" 3. MINIMUM WIDTH SHALL 5E NOT LESS THAN 36" (CLEAR). 4. MINIMUM HEADROOM SHALL 5E 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 5E PROVIDED AT 50TTOM OF STAIRS. 6. HANDRAILS SHALL 5E 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 oQLuz0Q TOTAL FINISHED o- QQz OUzQ z0= C-4 Lu 0z wcN O=Z UQ w Lu 0, V)Lu Q Q0 O0 z" zoow U - u Lu 000 a = o ULuco W OUB Nww J U z'-'W DZ En 5 Q LuNw w U m Q m W U p ULu Lu O U zoo Q wN Q w Z=oLL,O_jo O~ Qz V) ONQ 0~JclQ= Zozz- W=) J O°QU 0wQ w 0 LuzZp} LEOZJw Q p p'w r0: o02X z QpU pw,Q00 w Z`='LuQ=; CC ZZ w Q 0 0= p= Z:m Q F— U JZ Q w O CL J Z~ Z 3: ZD ZLJJ Z Z Q t= w wQ"'UV) O N w a p p w n W 0 V)'iz wpUzzJLL W<o pLUm mJ D-- QUQ Uwzr>z0U L 0 3 cnw(>)- 0' ww QQ0 JQO0 wz 1 Z ZwzZo Q V iLU IL 0 Lu1. J Z vi Lu - Lu OU_ J QC4 o Z o - mw=p U O Q Z N w w N0ZQnZ oQQwLnw= F_ Lu Om THE BROOKVIEW Y) w W O U' Lu Z z 0 NU Oz0=m0 Go co00 Op Jw DRAWING RECORD ro 044. w U z MCI REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 UPPER FLOOR VA z Q CL H W CL N N 0 N U z vi Y O O m Du WP i I to - I _ I HOOD RANGE SCALE:: 1/4" = 1'-0" k SSsoaa:` KEYPAD 48" ABOVE GARAGE FLOOR i YPy 111/4-4 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" A.F.F. WATER HEATER: 30 AMP 240 VOLT, DIRECT WIRED ELECTRICAL AND 1 I CHANICAL LEGEND SWITCH 46" ABOVE FINISHED FLOOR (U.N.O.) O CEILING FAN WITH LIGHT HEIGHT PER PLAN z0Q LED STAIR LIGHT - 8 ABOVE tREAD CENTERED ON FRONT EDGE OF NOSING FOUNDATION LIGHT FIXTURE - CEILING MOUNTED 0 BATH FAN I O=Z -UQ Lu w OUTLET (IIOV) - CEILING MOUNTED WITH OPENER V) PER SELECTION 0 z zoow LU GARAGE DOOR O LED LIGHT FIXTURE CEILING MOUNTED m BATH FAN WITH LIGHT FIXTURE KEYPAD 48" ABOVE GARAGE FLOOR i YPy 111/4-4 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" A.F.F. WATER HEATER: 30 AMP 240 VOLT, DIRECT WIRED ELECTRICAL AND 1 I CHANICAL LEGEND ELECTRICAL NOTES ELECTRICAL TO COMPLY WITH THE 2018 IRC, 2020 NATIONAL FIRE PROTECTION (NFPA) CODE, 2011 NATIONAL ELECTRICAL CODE. DISCLAIMER: ELECTRICAL, MECHANICAL, AND PLUMBING COMPONENTS, INCLUDING JP BROOKS STANDARD PLAN PACKAGE FEATURES AND OPTIONAL UPGRADES ARE A REPRESENTATION, PLACED LOGICALLY, AND MEETING BUILDING CODE. LOCATIONS ON OF THESE ITEMS MAY VARY SLIGHTLY FROM PLAN PACKAGE, AS WELL AS, SIMILAR HOMES DUE TO FRAMING MEMBERS OR UNFORESEEN FIELD CHANGES. EVERY ATTEMPT WILL BE MADE TO PLACE ITEMS AS CLOSE TO THIS PLAN SET AS POSSIBLE. 1. OUTLETS (RECEPTACLES) INSTALLED IN DWELLING UNITS SHALL BE LISTED AS TAMPER-RESISTANT (TR). 2. OUTLETS INSTALLED SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) DEVICE, WITH EXCEPTIONS. REFER TO FULL CODE FOR INSTANCES. 3. RECEPTACLES INSTALLED IN EXTERIOR AND/OR WET LOCATIONS SHALL BE LISTED AS WEATHER -RESISTANT (WR) OR WATER PROOF (WP) AND SHALL HAVE AN ENCLOSURE THAT IS WEATHER PROOF WITH A CORD INSERTED. 4. NOTE: SEE 'FIRE PROTECTION NOTES' ON GENERAL NOTES PAGE FOR REQUIREMENTS OF SMOKE AND CARBON MONOXIDE DETECTORS. 5. HABITABLE ROOMS: 6. OUTLETS SHALL BE INSTALLED SO THAT POINT AT NO POINT, MEASURED HORIZONTALLY ALONG A WALL LINE, IS MORE THAN 6'-O" FROM AN OUTLET. THIS DOES NOT INCLUDE REACH -IN OR WALK-IN CLOSETS, PANTRIES, ENTRIES, MUD ROOMS, OR HALLWAYS. 1. INSTALL AT LEAST ONE (1) OUTLET IN EACH - HALLWAY, ENTRY, AND, MUD ROOM. 8. AN OUTLET SHALL BE INSTALLED ON EACH WALL THAT IS MORE THAN 24" IN -LENGTH, IN HABITABLE ROOMS. KITCHEN OUTLETS: 9. SHALL BE INSTALLED SO THAT AT NO POINT, MEASURED HORIZONTALLY ALONG A COUNTERTOP, IS MORE THAN 2'-0" FROM AN OUTLET. 10. AN OUTLET SHALL BE INSTALLED ON EACH COUNTERTOP THAT IS 12" OR WIDER 11. ISLANDS SHALL HAVE ONE (1) OUTLET, 24" BELOW COUNTERTOP. 12. OUTLETS SHALL NOT BE INSTALLED MORE THAN 20" OVER THE COUNTERTOP. 13. KITCHEN OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED BATHROOM OUTLETS: 14. SHALL HAVE AT LEAST ONE (1) OUTLET INSTALLED PER SINK BOWL INSTALLED IN SIDE WALLS WHEREVER POSSIBLE. BATHROOM OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED. EXTERIOR OUTLETS: 15. AT LEAST ONE OUTLET WITH WATERPROOF (WP) ENCLOSURE SHALL BE INSTALLED AT GRADE LEVEL ON FRONT AND BACK ON THE HOME. 16. ALL EXTERIOR OUTLETS SHALL BE 'GFI' CONTROLLED. M. PORCHES, DECKS, PATIOS, AND BALCONIES, ACCESSIBLE FROM THE INSIDE OF HOME SHALL HAVE AT LEAST ONE (1)'WP' OUTLET. 18. WALL MOUNTED LIGHT FIXTURES AND EXTERIOR OUTLETS SHALL BE INSTALLED ON OPERATIONAL (STRIKE) SIDE OF DOOR WHEREVER POSSIBLE. 19. GARAGE: SHALL HAVE AT LEAST ONE OUTLET INSTALLED PER GARAGE BAY 46" ABOVE GARAGE FLOOR 20. GARAGE OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED. 21, MECHANICAL: OUTLET PROVIDED FOR MECHANICAL EQUIPMENT SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED 22. UNFINISHED: LIGHT FIXTURES IN GARAGE AND UNFINISHED AREAS TO BE KEYLESS WITH LED BULB. I I IRRIGATION LOW VOLTAGE SYSTEM VERIFY LOCATION INSTALLATION WATER HEATER GAS GAS 200 AMP PANEL / LOCATION BASED ON SERVICE LOCATION SUMP 00ii:0A0i 03 X_ xERV CONTROL LOCATED IN MECHNICAL LOWER FLOOR ELECTRICAL 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 in SWITCH 46" ABOVE FINISHED FLOOR (U.N.O.) 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(U.N.O.) 5'-0" ABOVE FINISHED FLOOR O LU =) Q/ 2 =m 0 Q XLu 0Z Wzzp} LEOOQwZL1LE p o w J O OUTLET (IIOV) - DUPLEX Lu Qp~ SMOKE DETECTOR - HARDWIRED w MAIN ELECTRICAL PANEL wQ0= NZ= >> U' 13" ABOVE FINISHED FLOOR (UN.0) w p= SEE NOTES FOR CODE REQUIREMENTS CL O~ AMPERAGE PER PLAN Lu ZZ`nUNO wJz Q"'Uvi0 03N Qw Oppz w w00 wZUzz - w Q w Q LOCATION BASED ON SERVICE LQUQwpVwz z U OUTLET (110V) - SWITCHED (HALF HOT) 3 V)q ( ww SMOKE DETECTOR / CARBON MONOXIDE O Z Z CL z w w 0 13" ABOVE FINISHED FLOOR (UN.0) 4-(C.O.) w w Z w ZoQz0 DETECTOR COMBO - HARDWIRED J 0g0 HOSE BIBS - FROST PROOF C pzz oW> OUTLET (110V) 0 COAXIAL GABLE (RG6) CONNECTION Lu LU N0Z< I{ 0,Lu= Lu CEILING OR FLOOR MOUNTED U) 13" ABOVE FINISHED FLOOR (UN.0) w w w GAS BIBS - HEIGHT NOTED I ON PLANS OUTLET - DRYER OR RANGE TELEPHONE JACK (RJI1) CONNECTION 1 HEIGHT PER PLAN 13 ABOVE FINISHED FLOOR (UN.0) T) WATER METER LOCATED IN MECHANICAL ROOM USB OUTLET - STANDARD IIOV DATA JACK - (CAT (o) CONNECTION WITH TWO (2) USB PORTS 13" ABOVE FINISHED FLOOR (UN.0) OUTLET - FOUR FLEX DATA/CABLE COMBO JACK SPECIAL ABBRE V I AT I ONS HEIGHT PER PLAN 13" ABOVE FINISHED FLOOR (UN.0) GFI GROUND FAULT (CIRCUIT) INTERRUPT WP WATER PROOF (GFI) ACOUTLET (240V) -DUPLEX UNDER CABINET LIGHTING AIR CONDITIONER HEIGHT PER PLAN SWITCHED PER LOCATION ERV ENERGY RECOVERY VENTILATION FD FLOOR DRAIN ELECTRICAL NOTES ELECTRICAL TO COMPLY WITH THE 2018 IRC, 2020 NATIONAL FIRE PROTECTION (NFPA) CODE, 2011 NATIONAL ELECTRICAL CODE. DISCLAIMER: ELECTRICAL, MECHANICAL, AND PLUMBING COMPONENTS, INCLUDING JP BROOKS STANDARD PLAN PACKAGE FEATURES AND OPTIONAL UPGRADES ARE A REPRESENTATION, PLACED LOGICALLY, AND MEETING BUILDING CODE. LOCATIONS ON OF THESE ITEMS MAY VARY SLIGHTLY FROM PLAN PACKAGE, AS WELL AS, SIMILAR HOMES DUE TO FRAMING MEMBERS OR UNFORESEEN FIELD CHANGES. EVERY ATTEMPT WILL BE MADE TO PLACE ITEMS AS CLOSE TO THIS PLAN SET AS POSSIBLE. 1. OUTLETS (RECEPTACLES) INSTALLED IN DWELLING UNITS SHALL BE LISTED AS TAMPER-RESISTANT (TR). 2. OUTLETS INSTALLED SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) DEVICE, WITH EXCEPTIONS. REFER TO FULL CODE FOR INSTANCES. 3. RECEPTACLES INSTALLED IN EXTERIOR AND/OR WET LOCATIONS SHALL BE LISTED AS WEATHER -RESISTANT (WR) OR WATER PROOF (WP) AND SHALL HAVE AN ENCLOSURE THAT IS WEATHER PROOF WITH A CORD INSERTED. 4. NOTE: SEE 'FIRE PROTECTION NOTES' ON GENERAL NOTES PAGE FOR REQUIREMENTS OF SMOKE AND CARBON MONOXIDE DETECTORS. 5. HABITABLE ROOMS: 6. OUTLETS SHALL BE INSTALLED SO THAT POINT AT NO POINT, MEASURED HORIZONTALLY ALONG A WALL LINE, IS MORE THAN 6'-O" FROM AN OUTLET. THIS DOES NOT INCLUDE REACH -IN OR WALK-IN CLOSETS, PANTRIES, ENTRIES, MUD ROOMS, OR HALLWAYS. 1. INSTALL AT LEAST ONE (1) OUTLET IN EACH - HALLWAY, ENTRY, AND, MUD ROOM. 8. AN OUTLET SHALL BE INSTALLED ON EACH WALL THAT IS MORE THAN 24" IN -LENGTH, IN HABITABLE ROOMS. KITCHEN OUTLETS: 9. SHALL BE INSTALLED SO THAT AT NO POINT, MEASURED HORIZONTALLY ALONG A COUNTERTOP, IS MORE THAN 2'-0" FROM AN OUTLET. 10. AN OUTLET SHALL BE INSTALLED ON EACH COUNTERTOP THAT IS 12" OR WIDER 11. ISLANDS SHALL HAVE ONE (1) OUTLET, 24" BELOW COUNTERTOP. 12. OUTLETS SHALL NOT BE INSTALLED MORE THAN 20" OVER THE COUNTERTOP. 13. KITCHEN OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED BATHROOM OUTLETS: 14. SHALL HAVE AT LEAST ONE (1) OUTLET INSTALLED PER SINK BOWL INSTALLED IN SIDE WALLS WHEREVER POSSIBLE. BATHROOM OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED. EXTERIOR OUTLETS: 15. AT LEAST ONE OUTLET WITH WATERPROOF (WP) ENCLOSURE SHALL BE INSTALLED AT GRADE LEVEL ON FRONT AND BACK ON THE HOME. 16. ALL EXTERIOR OUTLETS SHALL BE 'GFI' CONTROLLED. M. PORCHES, DECKS, PATIOS, AND BALCONIES, ACCESSIBLE FROM THE INSIDE OF HOME SHALL HAVE AT LEAST ONE (1)'WP' OUTLET. 18. WALL MOUNTED LIGHT FIXTURES AND EXTERIOR OUTLETS SHALL BE INSTALLED ON OPERATIONAL (STRIKE) SIDE OF DOOR WHEREVER POSSIBLE. 19. GARAGE: SHALL HAVE AT LEAST ONE OUTLET INSTALLED PER GARAGE BAY 46" ABOVE GARAGE FLOOR 20. GARAGE OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED. 21, MECHANICAL: OUTLET PROVIDED FOR MECHANICAL EQUIPMENT SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED 22. UNFINISHED: LIGHT FIXTURES IN GARAGE AND UNFINISHED AREAS TO BE KEYLESS WITH LED BULB. I I IRRIGATION LOW VOLTAGE SYSTEM VERIFY LOCATION INSTALLATION WATER HEATER GAS GAS 200 AMP PANEL / LOCATION BASED ON SERVICE LOCATION SUMP 00ii:0A0i 03 X_ xERV CONTROL LOCATED IN MECHNICAL LOWER FLOOR ELECTRICAL 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 in CL N J N CL oQw z0Q C) FOUNDATION LLJ OVERALL SQUARE FEET Lu 0z wcN O=Z -UQ Lu w p, V) ix = w Lu 0 z zoow LU wQw00z Q =01--o LuU w m wZw pw i Q U N U_j Z mwUmZQ uJ JLUO Uw pw 03 zoEj cn0wv`iKw Z< 1LL 0_joILLU 0~JclQ12 Luo0 -< Zozz- O LU =) Q/ 2 =m 0 Q XLu 0Z Wzzp} LEOOQwZL1LE p o w J Ou x Lu Qp~ P7-K w w wQ0= NZ= >> U' ZCCZ w w p= Q Fw0 U- Z CL O~ Z~ Lu ZZ`nUNO wJz Q"'Uvi0 03N Qw Oppz w w00 wZUzz - w Q w Q UWm m p=- LQUQwpVwzz U IL ' LLU 3 V)q ( ww Q -1 O Z Z CL z w w 0Zwww0w w Z w ZoQz0 Upwp J 0g0 mC pzz oW> wZQ w zOK QNB Lu LU N0Z< Lu Z 0,Lu= Lu V)U U) OQ w w w 0 wLL. 00 THE BROOKVIEW CIO Z 1024 1277 787 ac000 40 3088 FOUNDATION LLJ OVERALL SQUARE FEET F- OpF- GARAGE U LU O DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 ELECTRICAL 05 Z Q CL W CL N N 0 N U z O O 00 0 i CENTERED IN ROOM \ \ l i CENTERED IN ROOM ' albN IN ROOM CENTERED IN ROOM 0 0 F UPPER FLOOR ELECTRICAL - 1/4 = 1'-V" 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): 30AMP 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" A.F.F. WATER HEATER: 30 AMP 240 VOLT, DIRECT WIRED ELECTRICAL AND 1 I CHANICAL LEGEND O SWITCH CL N CEILING FAN WITH LIGHT oQw LED STAIR LIGHT - 8 ABOVE tREAD 46" ABOVE FINISHED FLOOR (U.N.O.) O HEIGHT PER PLAN o O w~ O CENTERED ON FRONT EDGE OF NOSING LIGHT FIXTURE - CEILING MOUNTED 0 BATH FAN OUTLET (IIOV) - CEILING MOUNTED PER SELECTION o0wV wQw00z Q = O U WITH GARAGE DOOR OPENER LED LIGHT FIXTURE UZz Q GARAGE KEYPAD CEILING MOUNTED O U z0Ej BATH FAN WITH LIGHT FIXTURE 0-< 4'-0" ABOVE GARAGE FLOOR LIGHT FIXTURE - WALL MOUNTED 0 THERMOSTAT Q = GARAGE DOOR OPENER BUTTON PER SELECTION - 1'-0" A.FF. (U.N.O.) WZzO} OZJw Q p U w >- 5'-0" ABOVE FINISHED FLOOR z--~ 0U 42" ABOVE MAIN FLOOR OUTLET (IIOV) - DUPLEX w SMOKE DETECTOR - HARDWIRED CC ZZ wo_ Q MAIN ELECTRICAL PANEL 13" ABOVE FINISHED FLOOR (UN.0) CL J Z~ SEE NOTES FOR CODE REQUIREMENTS ZLJJ z Z K w~ AMPERAGE PER PLAN OwQ 000o ZQwUZZJLL Lu Q u w ml m 0=— LOCATION BASED ON SERVICE OUTLET (IIOV) - SWITCHED (HALF HOT) 13" ABOVE FINISHED FLOOR (UN.0) OUTLET (IIOV) CEILING OR FLOOR MOUNTED OUTLET - DRYER OR RANGE HEIGHT PER PLAN USB OUTLET - STANDARD IIOV WITH TWO (2) USB PORTS OUTLET - FOUR FLEX HEIGHT PER PLAN OUTLET (240V) - DUPLEX HEIGHT PER PLAN SMOKE DETECTOR / CARBON MONOXIDE C.O.) DETECTOR COMBO - HARDWIRED COAXIAL GABLE (RG6) CONNECTION 13" ABOVE FINISHED FLOOR (UN -0) TELEPHONE JACK (RJI1) CONNECTION 13" ABOVE FINISHED FLOOR (UN -0) DATA JACK - (CAT (o) CONNECTION 13" ABOVE FINISHED FLOOR (UN -0) DATA/CABLE COMBO JACK 13" ABOVE FINISHED FLOOR (UN -0) UNDER CABINET LIGHTING SWITCHED PER LOCATION HOSE BIBS - FROST PROOF p GAS BIBS - HEIGHT NOTED I ON PLANS WATER METER Y LOCATED IN MECHANICAL ROOM SPECIAL ABBREVIATIONS GFI GROUND FAULT (CIRCUIT) INTERRUPT WP WATER PROOF (GFI) AC AIR CONDITIONER ERV ENERGY RECOVERY VENTILATION FD FLOOR DRAIN ELECTRICAL NOTES ELECTRICAL TO COMPLY WITH THE 2018 IRC, 2020 NATIONAL FIRE PROTECTION (NFPA) CODE, 2011 NATIONAL ELECTRICAL CODE. DISCLAIMER: ELECTRICAL, MECHANICAL, AND PLUMBING COMPONENTS, INCLUDING JP BROOKS STANDARD PLAN PACKAGE FEATURES AND OPTIONAL UPGRADES ARE A REPRESENTATION, PLACED LOGICALLY, AND MEETING BUILDING CODE. LOCATIONS ON OF THESE ITEMS MAY VARY SLIGHTLY FROM PLAN PACKAGE, AS WELL AS, SIMILAR HOMES DUE TO FRAMING MEMBERS OR UNFORESEEN FIELD CHANGES. EVERY ATTEMPT WILL BE MADE TO PLACE ITEMS AS CLOSE TO THIS PLAN SET AS POSSIBLE. 1. OUTLETS (RECEPTACLES) INSTALLED IN DWELLING UNITS SHALL BE LISTED AS TAMPER-RESISTANT (TR). 2. OUTLETS INSTALLED SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) DEVICE, WITH EXCEPTIONS. REFER TO FULL CODE FOR INSTANCES. 3. RECEPTACLES INSTALLED IN EXTERIOR AND/OR WET LOCATIONS SHALL BE LISTED AS WEATHER -RESISTANT (WR) OR WATER PROOF (WP) AND SHALL HAVE AN ENCLOSURE THAT IS WEATHER PROOF WITH A CORD INSERTED. 4. NOTE: SEE 'FIRE PROTECTION NOTES' ON GENERAL NOTES PAGE FOR REQUIREMENTS OF SMOKE AND CARBON MONOXIDE DETECTORS. 5. HABITABLE ROOMS: 6. OUTLETS SHALL BE INSTALLED SO THAT POINT AT NO POINT, MEASURED HORIZONTALLY ALONG A WALL LINE, IS MORE THAN 6'-O" FROM AN OUTLET. THIS DOES NOT INCLUDE REACH -IN OR WALK-IN CLOSETS, PANTRIES, ENTRIES, MUD ROOMS, OR HALLWAYS. 1. INSTALL AT LEAST ONE (1) OUTLET IN EACH - HALLWAY, ENTRY, AND, MUD ROOM. 8. AN OUTLET SHALL BE INSTALLED ON EACH WALL THAT IS MORE THAN 24" IN -LENGTH, IN HABITABLE ROOMS. KITCHEN OUTLETS: 9. SHALL BE INSTALLED SO THAT AT NO POINT, MEASURED HORIZONTALLY ALONG A COUNTERTOP, IS MORE THAN 2'-0" FROM AN OUTLET. 10. AN OUTLET SHALL BE INSTALLED ON EACH COUNTERTOP THAT IS 12" OR WIDER 11. ISLANDS SHALL HAVE ONE (1) OUTLET, 24" BELOW COUNTERTOP. 12. OUTLETS SHALL NOT BE INSTALLED MORE THAN 20" OVER THE COUNTERTOP. 13. KITCHEN OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED BATHROOM OUTLETS: 14. SHALL HAVE AT LEAST ONE (1) OUTLET INSTALLED PER SINK BOWL INSTALLED IN SIDE WALLS WHEREVER POSSIBLE. BATHROOM OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED. EXTERIOR OUTLETS: 15. AT LEAST ONE OUTLET WITH WATERPROOF (WP) ENCLOSURE SHALL BE INSTALLED AT GRADE LEVEL ON FRONT AND BACK ON THE HOME. 16. ALL EXTERIOR OUTLETS SHALL BE 'GFI' CONTROLLED. M. PORCHES, DECKS, PATIOS, AND BALCONIES, ACCESSIBLE FROM THE INSIDE OF HOME SHALL HAVE AT LEAST ONE (1)'WP' OUTLET. 18. WALL MOUNTED LIGHT FIXTURES AND EXTERIOR OUTLETS SHALL BE INSTALLED ON OPERATIONAL (STRIKE) SIDE OF DOOR WHEREVER POSSIBLE. 19. GARAGE: SHALL HAVE AT LEAST ONE OUTLET INSTALLED PER GARAGE BAY 46" ABOVE GARAGE FLOOR 20. GARAGE OUTLETS SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED. 21, MECHANICAL: OUTLET PROVIDED FOR MECHANICAL EQUIPMENT SHALL BE GROUND FAULT INTERRUPT 'GFI' CONTROLLED 22. UNFINISHED: LIGHT FIXTURES IN GARAGE AND UNFINISHED AREAS TO BE KEYLESS WITH LED BULB. IP 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 oQw z0Q C) OzQz0= o O w~ O Lu an0zLuwcN_n(D O=Z -UQ af 0 0 Z U— o0wV wQw00z Q = O UzbwmNww J UZz Q N w w U m Q m W U Uw pw O U z0Ej 0 w N Q w Z=LL,O o 0-< O Q 0~ J o 12 Luo Zozz- N Q = o w=) p- J m m 0 Q w 0 WZzO} OZJw Q p U w >- KU 0pQ z--~ 0U D wv F7_K O w w Z Q CC ZZ wo_ Q O = m Q F-JwU JZ 0 Q w O CL J Z~ Z 3 ZD ZLJJ z Z K w~ C•NUN0 OwQ 000o ZQwUZZJLL Lu Q u w ml m 0=— Lu< U OUwzz U wC w 3 cnw()- 0 w w Q Q< 0 z z CmL w w_ J Z w w w 0 w w Z w Upwp F- 0 0 ZoQz wmwzQ oZz o > UzOK QNB Lu Z Z V)U U) wp= u< Lu Lu w m Z THE BROOKVIEW Q w 0 uuo0w Z LL] D Z E ll 0: N 0 Z m00 00 Z 1024 1277 787 0000 3088 FOUNDATION LL] OVERALL SQUARE FEET F- GARAGE U OpF- O DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 ELECTRICAL v 01 co Nf N 0 N Lu r) O I 0 Lu_ O m Lu z N 2 co 00 w z Z In Z Q W W CL N N 0 N U z vi O 0 co 30" 18" CROWN MOULDING 48" 3030 WINDOW 18" 24" CROWN MOULDING S TILE PER SELECTIONS 8 I SIN! DRWR D ----J L ----J D DRWR DISHWASHER \ m m DRWR / 15" 15" 24" 36" 21" 24" 11'-6" FIXTURE CENTERED 30" HOOD VENT ON SINK CROWN MOULDING MIRROR PER i= SELECTIONS CE LIN N O GARAGE in PEDESTAL Iff O 0 15" 30" 15" 3 BEHIND ER PLAN EEP TILE PER SELECTION 18" 5 BATH ELEVATION--- 5CALE, WASHING MACHINE PROVIDE OUTLET BOX WITH HOT/COLD WATER 8 WASTE. NOTE: WASHER ON LEFT ELECTRIC DRYER DRYER TO VENT TO EXTERIOR 9.411 3G" FIXTURES CENTERED CROWN ON SINKS MIRROR PER SELECTIONS O 15" 45" 15" r r SINK DWR SI K DWR m DWR \ 321/4" 30" 15" 30" 18" WIRE SHELVING 6 PRIMARY SUITE ELEVATION 5'-O" F WASHER -17 DRYER UTILITY TUB 240V m II ISASTER PAN io LAUNDRY ELEVATION 2 / " 31" I " 30" 24" DEEP 24" DEEP v 30" HOOD VENT CROWN MOULDINGCROWNMOULDING 2 i= CROWN MOULDING CE LIN N SHIPLAP PER SELECTIONS GARAGE r O 0 MICRO U 18 3 BEHIND ER PLAN EEP TILE PER SELECTION 18" 5'-8 1/2" T.V MOUNT RECEE REF. F 4" N r m DRAWER DRAWER DRAWER L BLOCKING FOR J TIE ALS TILE PER SELECTIQ 8 TO C ILI G 61 IWER Gil SL IDE- IN -RANGE MANTLE PER SELECTIONS GAS FREESTANDING 60 BATHTUB 7 E l 42" IS" 30" 39" FIXTURES CENTERED CROWN ON SINKS MIRROR PER SELECTIONS O 15" 45" 15" r r SINK DWR SI K DWR m DWR \ 321/4" 30" 15" 30" 18" WIRE SHELVING 6 PRIMARY SUITE ELEVATION 5'-O" F WASHER -17 DRYER UTILITY TUB 240V m II ISASTER PAN io LAUNDRY ELEVATION 2 / " 31" I " 30" 24" DEEP 24" DEEP v FIXTURES CENTERED ON SINKS CROWN MOULDING W LL 2 i= TC CE LIN N SHIPLAP PER SELECTIONS GARAGE r O 0 MICRO U 18 3 BEHIND ER PLAN EEP TILE PER SELECTION 18" 5'-8 1/2" T.V MOUNT RECEE REF. F 4" Nr m DRAWER DRAWER DRAWER L BLOCKING FOR J I" 2 / " 3 1" 11/2 30" uKITGHEN ELEVATION IPRIMARY SUITE ELEVAT10N4 FIXTURES CENTERED ON SINKS IX4 TRIM W LL TRASH i= TC CE LIN m SHIPLAP PER SELECTIONS GARAGE SI K DWR DWR DWR SINK 18 11/4 F BLOCKING FOR 18" 24" I 5'-8 1/2" T.V MOUNT 4040 FIXED TEMPERED N r L ------J L BLOCKING FOR J TIE ALS TY MOUNT TO C ILI G 61 IWER Gil MANTLE PER SELECTIONS FREESTANDING 60 BATHTUB 7 E l 7m o O O O Lu L FIBERLABS 5ASE ELECTRIC FIREPLACE Q 13 3/4" I/ 41" 10'-51/4" IPRIMARY SUITE ELEVAT10N4 ELECTRIC FIREPLACE R.O. 50 13/16" WIDE X 16 1/8" HIGH BOTTOM OF ROUGH OPENING UP IS" FROM FLOOR MFIREPLACE ELEVATION 6'-O" COUNTERTOP 60" 10 1/2" N O z I I II^^ 0 i TRASH i 6 m L---L--------J i i TOP VIEW FIXTURES CENTERED ON SINKS IX4 TRIM W LL TRASH i= TC CE LIN m SHIPLAP PER SELECTIONS GARAGE SI K DWR DWR DWR SINK 18 11/4 F BLOCKING FOR 18" 24" I 5'-8 1/2" T.V MOUNT Nr L ------J L BLOCKING FOR J TY MOUNT 61 L--5--J Gil MANTLE PER SELECTIONS p 1 E l 7m o O O O Lu LELECTRICFIREPLACE Q Q N 1 N ELECTRIC FIREPLACE R.O. 50 13/16" WIDE X 16 1/8" HIGH BOTTOM OF ROUGH OPENING UP IS" FROM FLOOR MFIREPLACE ELEVATION 6'-O" COUNTERTOP 60" 10 1/2" N O z I I II^^ 0 i TRASH i 6 m L---L--------J i i TOP VIEW 36" FRONT VIEW SIDE VIEW SG,4Lt:: 1/2" = I' -U" FIXTURES CENTERED ON SINKS 110 1/2" W LL TRASH i= TC CE LIN m F - GARAGE SI K DWR DWR DWR SINK 18 11/4 001142" 18" 24" I 36" FRONT VIEW SIDE VIEW SG,4Lt:: 1/2" = I' -U" 1/4" S BATHROOM ELEVATION FIXTURE CENTERED ON CABINET 8" MIRROR PER IV- EU SELECTIONS Lu ui O 1 FIBERGLASS lg" O CO p SHOWER STALL ra pw SINK DW m 5' 38" 18 3/4" 19 1/4" 36" 1/2 q1 12 BATHROOM ELEVATION INTERIOR ELEVATION NOT NOTE: INTERIOR ELEVATIONS 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 36" HIGH. 2. TOWEL BARS ARE MOUNTED AT 54" ABOVE FINISHED FLOOR (AFF). LOCATION NOTED ON PLANS. 3. TOILET PAPER HOLDER5 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'-0" 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 36" HIGH AND 12" DEEP 3. MINIMUM 18" BETWEEN COUNTER TOP AND UPPER CABINETS 4, MINIMUM 36" CLEAR WALK SPACE BETWEEN CABINETS IN PLAN FIXTURES CENTERED ON SINKS TIE W LL MIRROR PER SELECTIONS 12" 42" 12" i= TC CE LIN 4 WOOD TO F - GARAGE SI K DWR DWR DWR SINK 11/4 24" 18" 24" I 5'-8 1/2" 1/4" S BATHROOM ELEVATION FIXTURE CENTERED ON CABINET 8" MIRROR PER IV- EU SELECTIONS Lu ui O 1 FIBERGLASS lg" O CO p SHOWER STALL ra pw SINK DW m 5' 38" 18 3/4" 19 1/4" 36" 1/2 q1 12 BATHROOM ELEVATION INTERIOR ELEVATION NOT NOTE: INTERIOR ELEVATIONS 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 36" HIGH. 2. TOWEL BARS ARE MOUNTED AT 54" ABOVE FINISHED FLOOR (AFF). LOCATION NOTED ON PLANS. 3. TOILET PAPER HOLDER5 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'-0" 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 36" HIGH AND 12" DEEP 3. MINIMUM 18" BETWEEN COUNTER TOP AND UPPER CABINETS 4, MINIMUM 36" CLEAR WALK SPACE BETWEEN CABINETS IN PLAN FRONT VIEW SIDE VIEW 9 LINEN SHELF ELEVATION TIE W LL 1 O cA r cs TC CE LIN 4 WOOD TO F - GARAGE II_I p REE SE DRYWALL O Nr 22 1/2" FRONT VIEW SIDE VIEW 9 LINEN SHELF ELEVATION 13 SHOWER NICHE JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 zin V) Zw0 z J :2 c) n wZ QzOo0z p ZQw z0= U LL cwn Oz wc"'—n p=Z UQ Q p"z z oow 1 0 wQwOpZ Q = O wm Nww (~=U Lupp LL— N wwUm Q W U 0 O A U m O w N Q wUw pN zoo Z=UULu0 C) Z- 0NoQw Ow QOQO= w > N U 0 0 x< uuz zzJu-0 w QU ZLu0 OQ O,> m ,F 7-QU po :2w 0U Z `"Q=N wMZZwO= Q w U J ZQ00= m Z Q w O a J Z~ Z3: L J J Z `n Q w. LU m O N DOpZ w Q"'Uvi0 0w woo wZ U z z w U m UJ Q U Q w 0 Q w Q Q = m om V w Z z U ILL V)q(D Q<O0 12: O° z z zw w 0 J z w w w p w— w Z LL F- J Z p Q ZUpwp Lu > 00 —m wzpJ w pzz 0> _ 2R Z p Q w NQNB Z Z w000 ww Um ? THE BROOKVIEW Go TIE W LL 1 O cA r C) TC CE LIN o qqOLLJ F - GARAGE II_I p REE SE O 13 SHOWER NICHE JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 zin V) Zw0 z J :2 c) n wZ QzOo0z p ZQw z0= U LL cwn Oz wc"'—n p=Z UQ Q p"z z oow 1 0 wQwOpZ Q = O wm Nww (~=U Lu pp LL— N wwUm Q W U 0 O A U m O w N Q wUw pN zoo Z=UULu0 C) Z- 0NoQw Ow QOQO= w > N U 0 0 x< uuz zzJu-0 w QU ZLu0 OQ O,> m ,F 7-QU po :2w 0U Z `"Q=N wMZZwO= Q w U J ZQ00= m Z Q w O a J Z~ Z3: L J J Z `n Q w. LU m O N DOpZ w Q"'Uvi0 0w woo wZ U z z w U m UJ Q U Q w 0 Q w Q Q = m om V w Z z U ILL V)q(D Q<O0 12: O° z z zw w 0 J z w w w p w— w Z LL F- J Z p Q ZUpwp Lu > 00 —m wzpJ w pzz 0> _ 2R Z p Q w NQNB Z Z w000 ww Um ? THE BROOKVIEW Go Z 1024 1277 787 co C) 0 Lij o qqOLLJ F - GARAGE Up O DRAWING RECORD REVIEW SET PERMIT SET 03.28.2024 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 CABINETS 07 CD CD 3 Nf N 0 N c`7 N Lu Q r) O J n Lu_ O m W Z N co 00 Lu Z Z n, n Z Q CL W CL 12 ENGINEERED ROOF TRUSSES Q 24" ON CENTER PRIMARY BATH HALLUJAI' 3/4" SUBFLOOR ENGINEERED FLOOR TRUSSES DINING ROOM 3/4" SUBFLOOR ENGINEERED FLOOR TRUSSES 1=A„IIL' ROOM 3 1/2" CONCRETE FLOOR 5UILEDING SECTION 'B' LUUI,UU I BATH ENTRE' STORAGE a CL N tX m z0Q w 0 r WINDOW SET ON 4 O w~ O Ru-V)(D Lu DOUBLE TREATED CL0 z Qwc~i BOTTOM PLATE z C CLOU wQw00z Q = O0 w m wOU, w w F- N GRADE 0:Q z N wwUCo ui U0 U'L oN N wv) Z=0w0 C) O Q V ~ J C) Q LOE 0 N W J mCQCU 0wQ Lu O WzzO} 0ZJWOQ Q O' w >-0: N 8" POURED GONG. p,Q O W W Z `1 >=) N U 3'-6" HIGH Q JwU JZ O CL J Z~ Z 3 ZD ZQw L J J z Z Q ~ Z 20"x8" FOOTING 0 o Q wUzzJLL W Q mu p J U OuwZ>- z U wC`Jw RIO INSULATION w w Q Q Q O O0 f Z Z CL Z w w J Z w O a e O O J 0 0 Z(D ZPZt- m pp< O o f Ew00E W a L Z O Q Qv' w N0ZZ m Oz wp= QUU) www Om 12 ENGINEERED ROOF TRUSSES Q 24" ON CENTER PRIMARY BATH HALLUJAI' 3/4" SUBFLOOR ENGINEERED FLOOR TRUSSES DINING ROOM 3/4" SUBFLOOR ENGINEERED FLOOR TRUSSES 1=A„IIL' ROOM 3 1/2" CONCRETE FLOOR 5UILEDING SECTION 'B' LUUI,UU I BATH ENTRE' STORAGE a 7:12 " 15ULDING5CALSECTION 'A' 1 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 12 4.. FRAME DOWN 4 l' -O" TO SHEATHIN PORCH 6'-4 3/8" i - 11L u0 10 POURED GONG. 8'-4" HIGH 20"x8" FOOTING RIO INSULATION TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 7/16" SHEATHING; 2x6 STUDS -a 16" O.G. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" DRYWALL ON WALLS WINDOW SET ON DOUBLE TREATED BOTTOM PLATE GRADE aGONC- — — — 1'-8" HIGH 8" POURED GONG. 20"x" FOOTING 3140" HIGH 20"x8" FOOTING RIO INSULATION 10" POURED GONG. 8'-4" HIGH 20"x8" FOOTING RIO INSULATION tY w 0 o L 12 ENGINEERED ROOF TRUSSES -8 24" ON CENTER BEDROOM 4 3/4" SUBFLOOR ENGINEERED FLOOR TRUSSES KITCHEN 3/4" SUBFLOOR L ENGINEERED FLOOR TRUSSES FAMILY ROOM j 3,1/2' CONCRETE FLOOR BEDROOM 3 ENGINEERED ROOF TRUSSES s 24" G l CE ER 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 m z0Q LIVING ROOM r Z O= 4 O w~ O Ru-V)(D Lu 3/4" SUBFLOOR 7:12 " 15ULDING5CALSECTION 'A' 1 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 12 4.. FRAME DOWN 4 l' -O" TO SHEATHIN PORCH 6'-4 3/8" i - 11L u0 10 POURED GONG. 8'-4" HIGH 20"x8" FOOTING RIO INSULATION TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 7/16" SHEATHING; 2x6 STUDS -a 16" O.G. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" DRYWALL ON WALLS WINDOW SET ON DOUBLE TREATED BOTTOM PLATE GRADE aGONC- — — — 1'-8" HIGH 8" POURED GONG. 20"x" FOOTING 3140" HIGH 20"x8" FOOTING RIO INSULATION 10" POURED GONG. 8'-4" HIGH 20"x8" FOOTING RIO INSULATION tY w 0 o L 12 ENGINEERED ROOF TRUSSES -8 24" ON CENTER BEDROOM 4 3/4" SUBFLOOR ENGINEERED FLOOR TRUSSES KITCHEN 3/4" SUBFLOOR L ENGINEERED FLOOR TRUSSES FAMILY ROOM j 3,1/2' CONCRETE FLOOR BEDROOM 3 ENGINEERED ROOF TRUSSES s 24" G l CE ER 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) O Z Q W Z O= 4 O w~ O Ru-V)(D Lu O=Z UQ O CL0 z Qwc~i 0 0 z C CLOU wQw00z Q = O0 w m wOU, w w F- j U~_ U V z 20: 0:Q z N wwUCo ui U0 U'L oN OA zoo wv) Z=0w0 C) O Q V ~ J C) Q LOE Zozz— N W J mCQCU 0wQ Lu O WzzO} 0ZJWOQ Q O' w >-0: Z 0U p,Q O W W Z `1 >=) N CC z w Qo0= O= Z: co Q JwU JZ O CL J Z~ Z 3 ZD ZQw L J J z Z Q ~ 0"'0v-0 OoW LU 0 o Q wUzzJLL W Q mu p J U OuwZ>- z U wC`Jw 3 w w Q Q Q O O0 f Z Z CL Z w w J Z w w[L 0 L w Z w Upwp J 0 0 Z(D ZPZt- m pp< in0 Q Z Z o f Ew00EW a L Z O Q Qv' w N0ZZ Oz wp= QUU) www Om THE BROOKVIEW Q Lu 0 uio(w w Z E N U Z 0 _ = o m0 co Z ui o ( D 0 U Op 8 zI Lu 12" tX TYPICAL GARAGE EXTERIOR MUD ROOM GARAGE a, CLADDING PER ELEVATION m HOU6EWRAP 2X6 GARAGE WALLS 6 16" O.C. ( p 1/16" SHEATHING DRYWALL ON WALLS AND CEILING — 2x1 STUDS a 1(o" O.G. POLY VAPOR BARRIER DRYWALL MAIN FLOOR. 1 31/2" CONCRETE FLOOR MECHANICAL 10" POURED GONG. 8'-4" HIGH 20"x8" FOOTING RIO INSULATION 01 0 5UILIDING SECTION SLOPE FLOOR TOWARDS DOORS 8" POURED GONG. 4'-0" HIGH 20"x8" FOOTING DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 SECTIONS OV STAIRCASE TALL WALLS CLADDING PER ELEVATION HOUSEWRAP 7/16" SHEATHING 2x(o STUDS 6 12" O.G. BLOCKING At PLATE HEIGHT R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" DRYWALL ON WALLS 8" POURED CONC. 8'-4" HIGH 20"x8" FOOTING RIO INSULATION Z Q J CL H W CL N N 0 N U z O O ry co 0 1211 UPPER STAIRCASE 11 RISERS 6 l 1/2" 10" TREADS l3) 12" LSL STRINGERS 34" HIGH HANDRAIL 7'-0" MIN HEAD HEIGHT O 4' -Il 1/2" m W 2"x10"616" O.C. m LOWER STAIRCASE 16 RISERS 6 1 1/4" 10" TREADS 3)12" LSL STRINGERS 34" HIGH HANDRAIL 1'-0" MIN HEAD HEIGHT F - z 0 r 4'-I1 1/2" F 5'-2 3/4" z 2 "xIO"616" O.C. CRAWLSPACE C 7 C E> ROOF 6 24" ON HALLWAY ENTRY LOWER BATH 6:12 BEDROOM 4 K 5UILEDING SECTION P ATH 6 1211 MECHANICAL 8" POURED GONG. 8'-4" HIGH 20"x8" FOOTING RIO INSULATION 5UILDING SECTION 'E' ALt:: 1/4" = I -U" JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 z Q } N J N oK ; z0Q 2C) O O Z Q W Z O= O ' 1 ~ O cwnw0? w-- (D O=Z UQ O w U-i z 0-0z-- J CQ0 0 z W wQw0O v2 j0U== U ZF- w 0 L LL. w Z N wLuuco % WQUO Un OAU ZQ muWvv) iQw ZQOL 0 C) z l Oww U w O0 < Lu Z-zz- V) Lu J mCQCUZ wQ Lu 0 WzzO} LE0zJWOQQO OU p,Q-jO W W Z`1`>=) N CC z w Q 0 0= 0= Z: mz Q F-JwU JZ Q w O a J Z~ Z 3: ZD L J J ZZ Q~ 0`nUviO Oow Oo00('L0QwuZJLL W K V LU m p J 0=— Q U 0uLuzz U wC w 3 cnwc3 ww Qa-i Z ZCLz_w w_ 0JZwww0L1. w Z w zpQZ Upwp F-J 090 mIL= zz<U C) ozz nW5 2R z O Q Kv' W N0ZZ wLu w 0m THE BROOKVIEW co w AL GARAGE EXTERIOR W O DING PER ELEVATION QHOUSEWRAP 7/16" SHEATHING w 6 STUDS 6 1(o" O.C. UYVAPORBARRIER OzO = m O V) ZIREDCONC. co M 0" HIGH O O 3" FOOTING 0 I w DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 SECTIONS z 01 00 lqN 0 N C6 N Lu r) O J I W O Ulm 1 w Z V) 2 co 00 w Q Z Z 0 Z Q W N N 0 N U Z vi O O m Du 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 = 11-011 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 CEILING 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 ACCORDING 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 0JQ 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 o o i ALL INTERIOR WALLS TO HAVE 1/2" DRYWALL. D NEAR RADON PIPING LEVEL, AND UNDER STAIRS 11. u GENERAL I. FLOORING IS NOTED ON PLANS. FLOORING BREAKS INDICATED AS o 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 w w 0 AT EACH END UP TO 5'-0" SPAN. 9. O 0u0 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 OmU 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 = 11-011 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 CEILING 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 ACCORDING 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 0JQ 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 I. FLOORING IS NOTED ON PLANS. FLOORING BREAKS INDICATED AS o 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 w w 0 AT EACH END UP TO 5'-0" SPAN. 9. HEADERS GREATER THAN 5'-0" TO HAVE MIN. TWO TRIMMERS AT 0u0 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 OmU 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. 11 V4./ %.. ," I _ I I I _ }HI `1 ../ I../ I M 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. JA Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z p N LU - 00Ql! 0JQ zQ j 0= OVERALL SQUARE FEET wc"nn- cwi)0z 0E N N < 1Ui00`"O QIUi0 U u- 0 u- w m wC O Z N w w m L O O11 w Q ui U0 OAU w zQaj H zJZ C v,w cz Q w w J OoOx Q QU Z2m- Zzz 0wQpcczz w o Qo0= O= moo a I- =5Z~ Z 3 ZDJ 0 'w U O 0 wNUzz_jLL U m Q w < m IL Lu o-- 003 w Z w w w 0 Q> w 0 w J oo 0u0 ozz 0 > UzOQ z., Q N Qw X020 www OmU J (n 086Z 0 U C-4 = 0wZ UQ a, =0=wLU W z w w NQU,Oz w 0QI- ov= O Uzi-wpZuj h mwUm'nC p v,owv`)<Lu Z =uu,0E Ncl LuLu¢OUQO= Wzzz0 pQoo 0: pwZ,P7-QO Qv,wQ=N F- -J UC z Z Q w U'n 0LuZNQ "~ puOOQu-Z u< V) q 3: 0QQ afZw- zin p moowcnzli z p Q Z Q w z< U w mw=0w= ui Q w ~ O~-000 Z=UQ THE BROOKVIEW Q UJ 0 uio0w w Z D Z i I.: U Z Z m00 Go Z 1024 1277 787 co 0 0 U -i OVERALL SQUARE FEET F- Op U O DRAWING RECORD REVIEW SET PERMIT SET 03.28.2024 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 GENERAL NOTES 10 Lu L Q ROOF VENTS PER CODE 00 50% IN SOFFITS 1! SEE ROOF PLAN FOR o0 FOR CALCULATIONS Nf u N SHEATHING WITH CLIPS o DOOR TRIM NOTE: cri I'-4" OVERHANG TYPICAL USE SIMPSON STRING -TIE (OR SIMILAR) N m FASTENERS, BRACKETS, CONNECTORS, 3 m Lu ACHNORS AS REQUIRED PER CODE Lu L Q ASPHALT SHINGLES r) I I p- Q 15# ROOFING FELT 0 WITH STARTER n u II SHEATHING WITH CLIPS u DOOR TRIM C) I I'-4" OVERHANG TYPICAL PER ELEVATION Lu Q O y- co kmL" Z 6" ALUMINUM FASCIA w WITH ALUMINUM SOFFIT VENTS PER CODE co 2x 5LOCKIN 0 GARAGE FASCIA N Lu 50TTOM OF GARAGE Q FASCIA TO 5E SET 1" z HIGHER THAN 50TTOM O OF PORCH SOFFIT (TYP.) z 3/8" SMOOTH PANEL SOFFIT 1 Q AND FASCIA, 50TH SIDES ARCHITECTURAL COLUMN - PER PLAN AND ELEVATION SEE COLUMN PROFILE I 6"x6" STRUCTURAL POST 12 PER PLANT ENGINEERED ROOF TRUSS m 24" O.C. DESIGN BY MANUFACTURER DROP PER PL II L L BEAM PER PLAN O I I p- Q ALUMINUM SOFFIT V cwnw0z u u II z u DOOR TRIM I z PER ELEVATION O m zU- m Lu SOFFIT AT PORCH SIDE z z 1/2" PLYWOOD BACKER IT crYP.I 0 BEAM PER PLAN 4 lu U I ENTRY DOOR PER PLAN uJ=)pJ co< ENTRY DOOR PER PLAN PER PLAN PER PLAN I SC.ALt I" = I -U" 1'AlI'"It Lt1' SEE 'TYPICAL PORCH DETAIL - RAMBLER' 12------ PERPLAN12 DROP PER PLAN TYPICAL PORCH DETAIL 12 APER PLAN I ENGINEERED ROOF TRUSS a 24" O.G. 1'-4" ENGINEERED I TYP I DESIGN BY MANUFACTURER ROOF TRUSS 24' O.C. TYP I I HOME MAIN PLATE HEIGHT DESIGN 5Y MANUFACTURER I I GARAGE PLATE HEIGHT FLUSH FOUNDATION = 8'-1 1/8" 1/2" DRYWALL ON Z WALLS AND CEILING QGARAGE Lu CL N N 0 N U z vi 0 ry m I I 6" ALUMINUM FASCIA AT GARAGE HEEL I PER PLAN I HEEL PER PLAN `------------ — i TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS -a 16" O.C. POLY VAPOR BARRIER f FINISHED FLOOR _ J, 8" POURED CONC, 4'-O" HIGH 20"x8" FOOTING TYPICAL CsARACsE SCALE:: 3/S" = 1'-0" BOTTOM OF GARAGE - FASCIA TO 5E SET 1" HIGHER THAN BOTTOM OF PORCH SOFFIT POST SETBACK PER - COLUMN DESIGN SEE FLOOR PLAN AND ELEVATIONS' RECESSED STEP L 4 O I I p- Q O V cwnw0z u u II z u I I z ca O m zU- m E0u- m z z aO 0~ w 4 lu U p- uJ=)pJ co< ENTRY DOOR PER PLAN PER PLAN a Ad V 7 O SEE 'STOOP AT HOUSE O= m Q JwU JZ Q w O O TRUSSES PER PLAN FOUNDATION DETAIL ENGINEERED FLOOR I z 1 r lu nw(D Q O O3 ZOZZ O ENGINEERED FLOOR I I TRUSSES PER PLAN w Cl SEE 'TYPICAL I m w= U= U CONCRETE STEP 8" POURED GONG. 12" POURED GONG. I'-8" HIGH V-4" HIGH 20"x8" FOOTING 20"x8" FOOTING RIO INSULATION Oo TYPICAL PORCH SCALE.- 3/8" = 1'-0" OO ENGINEERED ROOF TRUSS a 24" O.C. DESIGN BY MANUFACTURER 12 PER PLAN I 1 1 I 1 TRUSS DETAIL' aw SEE 'TYPICAL = TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 7/16" SHEATHING 2x6 STUDS 6 16" O.C. 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' aw 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 L 4 O OV Q O V cwnw0z u u O z u I O z ca O m zU- m E0u- o z z a F 0~ w 4 lu U Q uJ=)pJ co< O O a Ad V 7 O O= m Q JwU JZ Q w O O TRUSSES PER PLAN ZLJJ 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' aw 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 L 4 O OV Q LL V cwnw0z z u O 63 Y O I a O z I-- LL m O z E0u- tu I z Lu U 0~ O I lu U uJ=)pJ co< O 499 O Z--- pU F7-Q O V 7 O O= m Q JwU JZ Q w O O TRUSSES PER PLAN ZLJJ z Z Q ~ O z z z U m m r lu nw(D Q O O3 Z OZZ O LL uQ(L/u w Cl SEE 'TYPICAL 0 m w= U= U U WALKOUT WALL' DETAIL z U> 11 Ln Q 20"x8" FOOTING Om RIO INSULATION GRADE N 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' aw 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 z DOUBLE 50TTOM PLATE 42" HIGH WINDOW MAX LL L" SEE 'TYPICAL LOOKOUT WALL' DETAIL N O GRADE I tu I I CL N L 4 O OV Q LL Lu cwnw0z z u O 63 Y O I a O I I-- LL m z E0u- tu I z Lu U 0~ O I I uJ=)pJ co< to J: 499 O Z--- pU F7-Q O ca 7 O O= m Q JwU JZ Q w O ENGINEERED FLOOR TRUSSES PER PLAN WINDOW TO BE SET ON z DOUBLE 50TTOM PLATE 42" HIGH WINDOW MAX LL L" SEE 'TYPICAL LOOKOUT WALL' DETAIL N O GRADE I tu I I 01 0 I LOOKOUT FOUNDATION4 SCALE:: 3/8" = I' -O" ONE STORY ENGINEERED ROOF TRUSS a 24" O.C. DESIGN 5Y MANUFACTURER 12 PER PLANF,,- I I I I I I I I TRUSS DETAIL' aw SEE 'TYPICAL = 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 L 4 z0Q C) OV Q 8" POURED CONC, SEE 'TYPICAL cwnw0z wcz;o0 O=Z UQ O O 4 3'-6" HIGH I a wv i I Lu wQuJ00z Q = O0 20"x8" FOOTING I I E0u- ENGINEERED FLOOR I z RIO INSULATION I 0~ O I I 01 0 I LOOKOUT FOUNDATION4 SCALE:: 3/8" = I' -O" ONE STORY ENGINEERED ROOF TRUSS a 24" O.C. DESIGN 5Y MANUFACTURER 12 PER PLANF,,- I I I I I I I I TRUSS DETAIL' aw SEE 'TYPICAL = 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( vINC I vK T JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q} CL N L 4 z0Q C) OV Q le-oOwzp= SEE 'TYPICAL cwnw0z wcz;o0 O=Z UQ O O WALL DETAIL' Lu U 0 a wv i I Lu wQuJ00z Q = O0 1 LL I E0u- ENGINEERED FLOOR I z TRUSSES PER PLAN 0 0~ O I 03>Y Lu uJ=)pJ co< 0 Q uJ0 WzzO} OZJw p QpO r O Z--- pU F7-Q O ca 7 O O= m Q JwU JZ Q w O L" z LL ZLJJ z Z Q ~ m Qw z z U m m Q U OVwZ>- z U Qw0J Il °w nw(D Q O O3 ZOZZ Lu afCL ZW PULL HEIGHT FOUNDATION( vINC I vK T JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q} CL N L 4 z0Q C) OV Q le-oOwzp= SEE 'TYPICAL cwnw0z wcz;o0 O=Z UQ O WALL DETAIL' Lu U 0 a wv i I wQuJ00z Q = O0 1 N w wJ I E0u- ENGINEERED FLOOR I W U0 Uw pw TRUSSES PER PLAN GRADE I 0~ O I Z-zz- Lu uJ=)pJ co< 0 Q uJ0 WzzO} OZJw p QpO r p02WX Z--- pU F7-Q O V ZWQ=N O= m Q JwU JZ Q w O L" z Z 3 ZD ZLJJ z Z Q ~ C•NUNp Qw z U z Z J u- Q w Q U m m Q U OVwZ>- z U Qw0J Il °w nw(D Q O O3 Z OZZ Lu afCL ZW LL uQ(L/u 8" POURED GONG. Q zQOZ in 0 z 0 m w= U= U Z N QNB V-4" HIGH Oz wp= Lu U> 11 Ln Q 20"x8" FOOTING Om RIO INSULATION N O lK O SEE 'TYPICAL FOOTING DETAIL' 4 I I 10 01 PULL HEIGHT FOUNDATION( vINC I vK T 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 ; LU Z z0Q C) OVzQ le-oOwzp= L cwnw0z wcz;o0 O=Z UQ O 0 Lu U 0 0 wv i 00 wQuJ00z Q = O0 w m wOU N w wJ U~_ U V E0u- uQ z LuN couiu % W U0 Uw pw OAU zoo p mC)Lu Qw Z<u1,0 o 0~ O 0~JclQ Lu Z-zz- Lu uJ=)pJ co< 0 Q uJ0 WzzO} OZJw p QpO r p02WX Z--- pU F7-Q O w ZWQ=N CC Zz w Q 0_ O= m Q JwU JZ Q w O a J Z~ Z 3 ZD ZLJJ z Z Q ~ C•NUNp Qw 00 w 0'ZQUzZJu- Q w Q U m m Q U OVwZ>- z U Qw0J Il °w nw(D Q O O3 ZOZZ Lu afCL ZW LL uQ(L/u OU_ J 0 U Q zQOZ in 0 z 0 m w= U= U ZOQ Z N QNB w w NzZ Oz wp= Lu U> 11 Ln Q www Om THE BROOKVIEW Q w 0 u o0w w Z D Z N U oo Z Z 0m0 co Z 1024 1277 787 3 3088 FOUNDATION 1024 o qqOLu GARAGE Up O DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 TYPICAL WALL CD CDlqN 0 N C6 N Lu Q O J n C Lu O Ulm w z V) co 00 Lu Q z Z Q 0 Z Q CL H W CL N N 0 N U z O O m D 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 2 MIN. CLEAR XXX a d ° 2" CERTA-STUD (RIO) d 8" POURED CONCRETE WALL ° dA 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 1/16" SHEATHING III I 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 BARRIER (HOUSE WRAP) I VENEER PER PLAN 2"X6" LADDER FRAME AT EXTERIOR EXTERIOR I FWANTZ FOUNDATION WALL ANGLE I METAL DRIP CAP I I GROUND BREAKER MIN. 6" BELOW GRADE I I I GRADE 2" MIN. CLEAR dd d 2" CERTA-STUD (RIO)- 0" RIO) S" POURED CONCRETE WALL ° dA 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. COVER EXPOSED1" O.C. INSULATION. 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" TSG SUBFLOOR GAPS, 4 PENETRATIONS 3/4" TSG SUBFLOOR FLOOR TRU55 PER PLAN 1/2" SHEATHING FLOOR TRUSS PER PLAN I/2" SHEATHING — \FLOOR TRU55 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 (R(o.5) ON INSIDE OF ALL 51DEWALL5 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 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 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 I orP N TRIM PER PLAN 1/16" SHEATHING I z 41 METAL SOFFIT PER PLAN F GRADE 2" MIN. CLEAR ae 2" CERTA-STUD (RIO) d S" POURED d CONCRETE WALL A NOTE: USE 51MP50N STRONG -TIE (OR SIMILAR) FASTENERS, BRACKETS, CONNECTORS, 4 ACHNORS AS REQUIRED PER CODE 1/2" DRYWALL CAULKED JOINTS R-20 CLOSED CELL FOAM INSULATION AT RIM. FINISHED FLOOR 3/4" T4G SUBFLOOR FLOOR TRU55 PER PLAN 1/2" DRYWALL ON ALL LOWER LEVEL CEILINGS PER FIRE CODE BLOCKING WITH 1/2" 055 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 (R(o.5) ON INSIDE OF ALL 5IDEWALL5 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 OVERN 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 I 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 all INTEIRIOR 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 zo} CL vi CL pQw ZOQ NoFQQz zQ z0= OUo0w 0 w OZ O O=Z u w — N N F, Ix~ Lu z T, L) w w 0 Z 0Z wp w00 ILU wQwoOz Q = O wm Nww (~=U w0UC =F- UZ–woz ooLL CoQ Nwwum c ui U0 OAU pmoLu V) Uw w zoo ,,Znn=wO_jo UI ~ Q O N V~ J cl Q Lu Zozz– 0 Q WZzO} OZJLL w- )w0 pQp0'wr O°QU ZI-- ,P7 -Q00 0 2X<pU Z `"Q=vi CC Zz w O= Q FJ U JZ Q 0 0= !Z: co Z Q w O CL J Z~ Z 3: ZD L J J z NQ a~ z C•NU -0 0Qw O o000Uz _j LL Ulm UZQUQLLO Jw< 0 mJ wZZ U IC`Jww =3 V)q CQ0czZCLzWaf< W ot Lu Q > LU r0 p of oLu = U0"'o OUJ Q0 vi z<U= O Q v) w N ot- QNB 0=Z zZ Qw Ln °w°oQ F_ w w O m z THE BROOKVIEW Z V H Go 1/2" DRYWALL 1024 1277 787 0000 CAULKED JOINTS 2 "x6" STUD WALL LL] R-20 CLOSED CELL FOAM a 16" O.C. GARAGE INSULATION AT RIM. R-20 BATT INSULATION 1/16" SHEATHING I FINISHED FLOOR WATER RE515TANT 3/4" T4G 5U5FLOOR BARRIER (HOUSE WRAP) OFLOORTRU55PERPLAN VENEER PER ELEVATION 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 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 BARRIER (HOUSE WRAP) I VENEER PER PLAN 2"X6" LADDER FRAME AT EXTERIOR EXTERIOR I FWANTZ FOUNDATION WALL ANGLE I METAL DRIP CAP I I GROUND BREAKER MIN. 6" BELOW GRADE I I I GRADE 2" MIN. CLEAR dd d 2" CERTA-STUD (RIO)- 0" RIO) S" POURED CONCRETE WALL ° dA 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. COVER EXPOSED1" O.C. INSULATION. 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" TSG SUBFLOOR GAPS, 4 PENETRATIONS 3/4" TSG SUBFLOOR FLOOR TRU55 PER PLAN 1/2" SHEATHING FLOOR TRUSS PER PLAN I/2" SHEATHING — \FLOOR TRU55 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 (R(o.5) ON INSIDE OF ALL 51DEWALL5 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 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 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 I orP N TRIM PER PLAN 1/16" SHEATHING I z 41 METAL SOFFIT PER PLAN F GRADE 2" MIN. CLEAR ae 2" CERTA-STUD (RIO) d S" POURED d CONCRETE WALL A NOTE: USE 51MP50N STRONG -TIE (OR SIMILAR) FASTENERS, BRACKETS, CONNECTORS, 4 ACHNORS AS REQUIRED PER CODE 1/2" DRYWALL CAULKED JOINTS R-20 CLOSED CELL FOAM INSULATION AT RIM. FINISHED FLOOR 3/4" T4G SUBFLOOR FLOOR TRU55 PER PLAN 1/2" DRYWALL ON ALL LOWER LEVEL CEILINGS PER FIRE CODE BLOCKING WITH 1/2" 055 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 (R(o.5) ON INSIDE OF ALL 5IDEWALL5 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 OVERN 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 I 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 all INTEIRIOR 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 zo} CL vi CL pQw ZOQ NoFQQz zQ z0= OUo0w 0 w OZ O O=Z u w — N N F, Ix~ Lu z T, L) w w 0 Z 0Z wp w00 ILU wQwoOz Q = O wm Nww (~=U w0UC =F- UZ–woz ooLL CoQ Nwwum c ui U0 OAU pmoLu V) Uw w zoo ,,Znn=wO_jo UI ~ Q O N V~ J cl Q Lu Zozz– 0 Q WZzO} OZJLL w- )w0 pQp0'wr O°QU ZI-- ,P7 -Q00 0 2X<pUZ `"Q=vi CC Zz w O= Q FJ U JZ Q 0 0= !Z: co Z Q w O CL J Z~ Z 3: ZD L J J z NQ a~ z C•NU -0 0Qw O o000Uz _j LL Ulm UZQUQLLO Jw< 0 mJ wZZ U IC`Jww =3 V)q CQ0czZCLzWaf< W ot Lu Q > LU r0 p of oLu = U0"'o OUJ Q0 vi z<U= O Q v) w N ot- QNB 0=Z zZ Qw Ln °w°oQ F_ w w O m z THE BROOKVIEW Z V H Go Z 1024 1277 787 0000 3088 FOUNDATION LL] OVERALL SQUARE FEET F- GARAGE U OpF- O DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 TYPICAL DETAILS 12 01 00 Nf N 0 N C6 N Lu Q r) O J n C Lu O Ulm Lu z V) co 00 Lu z z Q In Z Q CL W N N 0 N U z vi O O m D TRIM PER PLAN R-30 CLOSED CELL FOAM INSULATION AT BOTTOM GALVANIZED POST CAP CONNECTION 1/16" SHEATHING 6"x6" CEDAR POST ALUMINUM SOFFIT EXTERIOR 1 OPEN BELOW LIVING SPAC5CALE111 11E 2 x6 STUD WALL 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 SPAC5CALE111 11E 50% IN SOFFITS ASPHALT SHINGLES 15# ROOFING FELT WITH STARTER SHEATHING WITH CLIPS INSULATION BAFFLES 1'-4" (TYP) le OVERHANG 6 MIL POLY VAPOR BARRIER 1/2" DRYWALL 6 MIL POLY VAPOR BARRIER 5000 PSI (MINIMUM) 4" PERFORATED DRAIN CAULKED JOINTS 2"x6" STUD WALLI zp= R-20 CLOSED CELL FOAM 16" O G i TILE (NON -SOCKED) WITH INSULATION AT RIM. R-20 BATT INSULATION I PA56 THROUGH FOOTING fNTERIOR 7/16" SHEATHING; I EXTEND MINIMUM OF 12" FINISHED FLOOR WATER RESISTANT EVERY 12" (MINIMUM) 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 MD ELEVATION I 0 z ll° 0 EXTERIOR II 0wQ w 0 3000 PSI (MINIMUM) u 0~ O(w z pU tEXTERIOR d EMBED 5" (MINIMUM) cczZ w Q O p= O= m FLASHING AS 14 ° Z 3 WET SET OR EPDXY 4 IL REQUIRED ULUm mJ 0-- QUQwpuLuZ>- ( w(w w 0 3 TRIM PER PLAN R-30 CLOSED CELL FOAM INSULATION AT BOTTOM GALVANIZED POST CAP CONNECTION 1/16" SHEATHING 6"x6" CEDAR POST ALUMINUM SOFFIT EXTERIOR 1 OPEN BELOW LIVING SPAC5CALE111 11E 2 x6 STUD WALL 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 SPAC5CALE111 11E 50% IN SOFFITS ASPHALT SHINGLES 15# ROOFING FELT WITH STARTER SHEATHING WITH CLIPS INSULATION BAFFLES 1'-4" (TYP) le OVERHANG PER PLANI NOTE: 6:12 MINIMUM ROOF PITCH ENGINEERED ROOF TRU55 a 24" O.G. DESIGN BY MANUFACTURER L 1/2" 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 1 TYPICAL TRUSS DETAIL e 1-o IO INTERIOR SHEATHIINFNG AB0VE 2"x6" EXTERIOR STUD WALL 6 16" O.C. I ' R-20 BATT INSULATION DRY I I 2"x6" EXTERIOR STUD I 7/16" SHEATHING 1/2" DRYWALL I I i WALL 6 16" O.C. I 1/2II ANCHOR BOLT PER CODE i I R-20 BATT INSULATION I WATER RESISTANT i;' I/2" ANCHOR BOLT PER CODE2"x6" TREATED SILL BARRIER (HOUSE WRAP) I1/16" SHEATHING I i'' CLOSED CELL FOAM INSULATIONCAULKEDJOINTSVENEERPERiTOCOVERTOPOFEXPOSED WATER RESISTANT ELEVATION FOUNDATION WALL BARRIER (HOUSE WRAP) i 2" RIC RIGID INSULATION EXTERIOR i I1/2" DRYWALL LEDGE ELEVATTIION R I 3 1/2" CONCRETE FLOOR METAL DRIP CAP 2" CERTA-STUD (RIO) INTERIOR #6 (GRADE 60) VERTICAL EXTERIOR ° ° GROUND BREAKER REBAR REINFORCEMENT EXTEND 6" BELOW 1 1/2" FROM IN51DE FACEd I/2" PLYWOOD SUB -LEDGEzIGRADE (MINIMUM) Il GRADE (l 2"x6" TREATED SILL II . GRADE II ° 2" MIN. CLEAR 2" MIN. CLEAR I" THERMAX INSULATION It6EXTERIOR4 II' 2" CERTA-STUD (RIO) " " Q ° 2x4 FURRING WALL II Lu 6 MIL POLY VAPOR BARRIER 04 REBAR (GRADE 40) I/2" DRYWALL w 8 POURED CONCRETE a d a CONTINUOUS HORIZONTAL NOTE: WALL 48 HIGH DRAINAGE ROCK z ON SIDE WALLS STEP 3000 PSI (MINIMUM) IWITH -IN 18 FROM TOP WA L / I IBY FRAMER INTS O # a ° 1"/ U FOUNDATION PER GRADE 4x24 (GRADE 40) DOWEL4DRAINTILE 8 POURED CONCRETE ° d I EMBED 5" (MINIMUM) WALLPOURED 42" HIGH I I ° WALL - 42" HIGH I TREATED SILL PLATE 12 ON CENTER3000PSI (MINIMUM)\_#4 REBAR (GRADE 40) - WET SET OR EPDXY°II3000 PSI (MINIMUM) `° I I I I CONTINUOUS HORIZONTAL 4x24" (GRADE 40) DOWEL II WITH -IN 18" FROM TOP OF WALL # nI 31/2" CONCRETE FLOOR GROUTED IN-PLACE b 4x24 (GRADE 40) DOWEL EMBED 5" (MINIMUM) ° ° EMBED 5" (MIt!lUl!.Z °8" DRAINAGE ROCK 12" ON CENTER d I I 4 ° 2" RIC RIGID INSULATION 42" ON CENTER o I I I WET SET OR EPDXY WET SET ORP GROUTED IN-PLACE I IIN- L, CROUTE IILJIi41 4 IiLJII d 4 REBAR (GRADE 40) PROVIDE TWO (2) WITH V-0" CLEAR HEIGHT, THREE (3 WITH 9'-O" CLEAR HEIGHT SPACED EQUALLY IN CLEAR SPAN -1 d U 0- 1" THERMAX SHEATHING >_ FOAM INSULATION (R6.5) ON INSIDE OF ALL SIDEWALLS I I PER CODE (FINISHED OR M 3 I UNFINISHED) 6 RADON PIPE VENTED THROUGH ROOF o SEE DETAIL ON GENERAL NOTES PAGE o Lu I INTERIOR ul w CAULKED JOINTS Ov I I %n 3 1/2" CONCRETE FLOOR = I 5" DRAINAGE ROCK I° 41 ° ° FOOTING PER PLAN-- 1 6 MIL POLY VAPOR BARRIER I 6 MIL POLY VAPOR BARRIER 5000 PSI (MINIMUM) 4" PERFORATED DRAIN CAULKED JOINTS 4" PERFORATED DRAIN zp= TILE (NON -SOCKED) WITH 6" ALUMINUM FASCIA TILE (NON -SOCKED) WITH 4" DRAIN TILE WITH ALUMINUM SOFFITIL PA56 THROUGH FOOTING DRAINAGE ROCK. VENTS PER CODE EXTEND MINIMUM OF 12" EVERY 12" (MINIMUM) EXTEND MINIMUM OF 12" EVERY 12" (MINIMUM) 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 MD O 0 z ll° 0 EXTERIOR WALL - 46" HIGH PER PLANI NOTE: 6:12 MINIMUM ROOF PITCH ENGINEERED ROOF TRU55 a 24" O.G. DESIGN BY MANUFACTURER L 1/2" 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 1 TYPICAL TRUSS DETAIL e 1-o IO INTERIOR SHEATHIINFNG AB0VE 2"x6" EXTERIOR STUD WALL 6 16" O.C. I ' R-20 BATT INSULATION DRY I I 2"x6" EXTERIOR STUD I 7/16" SHEATHING 1/2" DRYWALL I I i WALL 6 16" O.C. I 1/2II ANCHOR BOLT PER CODE i I R-20 BATT INSULATION I WATER RESISTANT i;' I/2" ANCHOR BOLT PER CODE2"x6" TREATED SILL BARRIER (HOUSE WRAP) I1/16" SHEATHING I i'' CLOSED CELL FOAM INSULATIONCAULKEDJOINTSVENEERPERiTOCOVERTOPOFEXPOSED WATER RESISTANT ELEVATION FOUNDATION WALL BARRIER (HOUSE WRAP) i 2" RIC RIGID INSULATION EXTERIOR i I1/2" DRYWALL LEDGE ELEVATTIION R I 3 1/2" CONCRETE FLOOR METAL DRIP CAP 2" CERTA-STUD (RIO) INTERIOR #6 (GRADE 60) VERTICAL EXTERIOR ° ° GROUND BREAKER REBAR REINFORCEMENT EXTEND 6" BELOW 1 1/2" FROM IN51DE FACEd I/2" PLYWOOD SUB -LEDGEzIGRADE (MINIMUM) Il GRADE (l 2"x6" TREATED SILL II . GRADE II ° 2" MIN. CLEAR 2" MIN. CLEAR I" THERMAX INSULATION It6EXTERIOR4 II' 2" CERTA-STUD (RIO) " " Q ° 2x4 FURRING WALL II Lu 6 MIL POLY VAPOR BARRIER 04 REBAR (GRADE 40) I/2" DRYWALL w 8 POURED CONCRETE a d a CONTINUOUS HORIZONTAL NOTE: WALL 48 HIGH DRAINAGE ROCK z ON SIDE WALLS STEP 3000 PSI (MINIMUM) IWITH -IN 18 FROM TOP WA L / I IBY FRAMER INTS O # a ° 1"/ U FOUNDATION PER GRADE 4x24 (GRADE 40) DOWEL4DRAINTILE 8 POURED CONCRETE ° d I EMBED 5" (MINIMUM) WALLPOURED 42" HIGH I I ° WALL - 42" HIGH I TREATED SILL PLATE 12 ON CENTER3000PSI (MINIMUM)\_#4 REBAR (GRADE 40) - WET SET OR EPDXY°II3000 PSI (MINIMUM) `° I I I I CONTINUOUS HORIZONTAL 4x24" (GRADE 40) DOWEL II WITH -IN 18" FROM TOP OF WALL # nI 31/2" CONCRETE FLOOR GROUTED IN-PLACE b 4x24 (GRADE 40) DOWEL EMBED 5" (MINIMUM) ° ° EMBED 5" (MIt!lUl!.Z °8" DRAINAGE ROCK 12" ON CENTER d I I 4 ° 2" RIC RIGID INSULATION 42" ON CENTER o I I I WET SET OR EPDXY WET SET ORP GROUTED IN-PLACE I IIN- L, CROUTE IILJIi41 4 IiLJII d 4 REBAR (GRADE 40) PROVIDE TWO (2) WITH V-0" CLEAR HEIGHT, THREE (3 WITH 9'-O" CLEAR HEIGHT SPACED EQUALLY IN CLEAR SPAN -1 d U 0- 1" THERMAX SHEATHING >_ FOAM INSULATION (R6.5) ON INSIDE OF ALL SIDEWALLS I I PER CODE (FINISHED OR M 3 I UNFINISHED) 6 RADON PIPE VENTED THROUGH ROOF o SEE DETAIL ON GENERAL NOTES PAGE o Lu I INTERIOR ul w CAULKED JOINTS Ov I I %n 3 1/2" CONCRETE FLOOR = I 5" DRAINAGE ROCK I° 41 ° ° FOOTING PER PLAN-- 1 6 MIL POLY VAPOR BARRIER I 6 MIL POLY VAPOR BARRIER 5000 PSI (MINIMUM) 4" PERFORATED DRAIN CAULKED JOINTS 4" PERFORATED DRAIN zp= TILE (NON -SOCKED) WITH 4" DRAIN TILE TILE (NON -SOCKED) WITH 4" DRAIN TILE DRAINAGE ROCK. PA56 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. ICE AND WATER I i OUT AND 6" ABOVE FOOTING. 04 REBAR (GRADE 40) COVERED WITH FABRIC FOOTING PER PLAN COVERED WITH FABRIC FOOTING PER PLAN DECKING = IL I! 5000 P51 (MINIMUM) 5000 P51 (MINIMUM) LOOK OUT FOUNDATION SCALE:: I" I' -O" FINISHED FULL HEIGHT FOUNDATION 5CALE 111- 1 o 2x TREATED JOISTS PER PLAN AT 16" ON CENTER 2X TREATED LEDGER — PER PLAN FASTENED PER GODS TO MANUFACTURED i 1/2" DRYWALL FLOOR TRUSS VENEER PER 2"x6" TREATED SILL WITH ELEVATION i SILL SEALER 1/2" DRYWALL WATER RESISTANT BARRIER (HOUSE WRAP) i _ _ 11 II®I _ _ i 1 DECK LEDGER DETAIL 1, III = 2"x6" EXTERIOR STUD WALL 6 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 N 1/2" DRYWALL oQw ZOQ CAULKED JOINTS i zp= R-20 CLOSED CELL FOAM VENEER PER - i wcN-n INSULATION. COVER EXPOSED ELEVATION TOP OF FOUNDATION WALL WATER RESI6TANT I BARRIER (HOUSE WRAP) Z"L FINISHED FLOOR PER PLANfFrFFLOOR Lu 3/4" T4G 5U5FLOOR ICE AND WATER I i NLzL w 04 REBAR (GRADE 40) LEDGER FLASHING lif1 L~i0Q TRUSS PER PLAN DECKING = IL I! WITH -IN IS" FROM TOP OF WALL pNQ 2x TREATED JOISTS PER PLAN AT 16" ON CENTER 2X TREATED LEDGER — PER PLAN FASTENED PER GODS TO MANUFACTURED i 1/2" DRYWALL FLOOR TRUSS VENEER PER 2"x6" TREATED SILL WITH ELEVATION i SILL SEALER 1/2" DRYWALL WATER RESISTANT BARRIER (HOUSE WRAP) i _ _ 11 II®I _ _ i 1 DECK LEDGER DETAIL 1, III = 2"x6" EXTERIOR STUD WALL 6 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 N JN w oQw ZOQ o QQz i zp= UC -4 =~P- cwEw0Z wcN-n O=Z UQ Q w ot0 Lu wv i 0 Z"L FILL Lu 2" DRIVEWAY LEDGE wm L NLzL w 04 REBAR (GRADE 40) 1z0U 00U- L~i0Q CONTINUOUS HORIZONTAL O 3 U ZQ WITH -IN IS" FROM TOP OF WALL pNQ 8" POURED CONCRETE ll° WALL - 46" HIGH II 0wQ w 0 3000 PSI (MINIMUM) u 0~ O(w z pU 4x24" (GRADE 40) DOWEL d EMBED 5" (MINIMUM) cczZ w Q O p= O= m 42" ON CENTER 14 ° Z 3 WET SET OR EPDXY 4 IL GROUTED IN-PLACE ULUm mJ 0-- 1/2" DRYWALL 1/2" ANCHOR BOLT PER CODE GARAGE 6" CONCRETE FOUNDATION WALL BEYOND 3 1/2" CONCRETE FLOOR SLOPED TOWARDS DOORS FILL FOOTING PER PLAN 5000 PSI (MINIMUM) IGARAGE FOUNDATION AT DRIVEWAY IP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z 0 } N JN w oQw ZOQ o QQz zz zp= UC -4 =~P- cwEw0Z wcN-n O=Z UQ Q w ot0 Lu wv i 0 Z"L Lu wQw00z Q = O Uwm L NLzL w V Z wOZ1z0U 00U- L~i0Q N wwUmqm W _ U O Uw ON O 3 U ZQ o O w N Q w Z=OU''p_jC) pNQ 0~Jcl Jio0_< ZozzN w J O 0wQ w 0 WZZp} OZJLE0Qppr Ou 0~ O(w z pU pw,Q Z `"Q=N cczZ w Q O p= O= m Q wwU - z Q w O a Lu J Z~ Z 3 zLJJ Z Z Q ~ Lu wQ"'Uvi0 O N Ow O p p w 0 woo wzUzzL woo ULUm mJ 0-- QUQwpuLuZ>- ( w(w w 0 3 cnw(D ww0 Q O Z Z CL z w w OZwwdpw w Z w vi U p w p 0 J oFO Z p Q Z p m0 Z z IwZQ<=w O wUzOQ0N> QNB w 0Z N Z p OV) U) 020 LQ JOO< www Om THE BROOKVIEW Z H Q w 0 ouuw w Z z D Z I..: U N 0 Z m0 Go Z 1024 1277 787 3 CO 0 0 UJ OVERALL SQUARE FEET 3319 GARAGE Up Lu O DRAWING RECORD REVIEW SET 03.28.2024 PERMIT SET 04.23.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 1024 1277 787 TOTAL FINISHED 3088 FOUNDATION 1024 OVERALL SQUARE FEET 3319 GARAGE 775 TYPICAL DETAILS 13