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2024-00033W47 i 10co P N0N L6 LuF-- 0O 0 w Z 0 NW CL I W Z F- 2HDo DoN r\ DOV Lu Q Z Z Q n U Z NY O O m D - O A go c ° a 00c 00 i 40 d RESIDENCE FOR: EDMONSON RIDGE 4372 86TH STREET NE MONTICELLO, MINNESOT WALKOUT //UNFINISHED LOWER // GARAGE LEFT APPROVED FILE COPY REVIEWED FOR CODE COMPLIANCE Signature. 00 1 TITLE SHEET 00 TYPICAL FRAMING DETAILS OI 1 ELEVATIONS 8 ROOF PLAN 02 1 LOUDER FLOOR PLAN 03 1 MAIN FLOOR PLAN 04 1 UPPER FLOOR PLAN 05 1 ELECTRICAL PLANS Oro 1 INTERIOR ELEV,4TI0N5/CA5INET5 Oi 1 BUILDING SECTIONS OS I BUILDING SECTIONS 09 I GENERAL NOTES 110 1 TYPICAL WALL SECTIONS 11 1 TYPICAL DETAILS 12 I TYPICAL DETAILS JP Brooks BUILDERS BUILDERS LICENSE #BC686554 THE PRESTON z 0 N ARBOR CREEK 13700 REIMER DRIVE SUITE 100 MAPLE GROVE, MINNESOTA 55369 UPPER FLOOR FINISHED 763-645-5980 Z p d N h w oaw zoJ w ZZQw Q ZZ0x o° z , o Uc Z v= N W CD xzw'=U, waw— c[ Lu Wpw`~" Q 0U N O w a Q w Q x 0 0w Z 0 U V C) 0Z:E Lu F- O U Z pw 030 Zp Q pwN v Z=So :,8<p J Q CO-Ip/l<WQ Zw°Z> Z p NN¢OQ0 WpinaaQ wo Z Z Z t 0 p 0 0 0 zOo " Q oW 0OQO r„ W o U7-Z 0= 0 p UZ wz> U n a aUoQoo00Z a w Z Z W w pQ C7Z] lila° Q cow Z W u= w 0 w J Z o Z O Z rw- p OLIO Z <(-)= S D Z p j m a x w 0Uz¢ Zv Q N Y C Z2 ZQx; W 0 w0OpQwOOwwUQ THE PRESTON z 0 N DRAWING RECORD 9 REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE Q 899 UPPER FLOOR FINISHED 905 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1804 FOUNDATION 899 OVEIRALL SQUARE W Z N W CD 0 u') IL W Q Z LijU Z 0 0Z:E m00 40 Z W 0i2U M J 0 E- d' W Z 0 DRAWING RECORD 9 REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 TITLE SHEET r„ SQUARE FOOTAGE MAIN FLOOR FINISHED 899 UPPER FLOOR FINISHED 905 LOWER FLOOR FINISHED 0 TOTAL FINISHED 1804 FOUNDATION 899 OVEIRALL SQUARE FEET 2703; GARAGE 643 TITLE SHEET r„ 4372 86th St N E CITY OF Lot 4 Block 2- 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. As-built elevations at building corners. As-built elevations on the side yard swales at the extension of building corners and hi h oints. Proposed and as-built elevations of garage slab and lowest floor on walkouts. Top of curb elevation at the extension of property lines and center of driveway. Elevations and location of any critical drainage ways located on the site (natural or man-made indicated with draina e arrows and ercenta e of slo e. Label all adjacent street and railroad right-of-way. Erosion control and required landscape finishes (sod, grass, trees). Driveway location, width at lot line, % of slope. Show decks, porches, cantilevers and bay windows. N/A 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) 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. N m Z I I a a p I Ai - r I N v I a f r i ` . a g m 0 00 O o I!! jj • m a', " ^ I I I'' w m i o m V, o I z " r 3 a o _ o 0 0 J m" " '`' QjoST __ S m p - o- o - i i II :A V• N l 0 3° _ __ i 3 4 ' -- p O Z I l J O w n .. o ^ - 3 % H - n c o ( , om y e _ m - m . , Q C N fA o f - e o N 3' m - - 3 a T v c; m n s a a ao I ; = m m " . - m3 m' m 0Q Q o 4 N '< o o N czna• f ' % ' ' __ m o f' iz = I A>"'j. y, C3Zv N = f m- z;,,. 3 C - I ; u1 0 p - _ N o g C Q h Q G G -s'? LmL`_ ' 2;C Qm ° ` 7a ` `. g D o=;' I 3 u y I-"' S W c.' p n1e - o y I ^ r '' co oo= a n,wvn, 3, o n z W o mm 000 o,o 0 oo<n fp l o Q F °o l 3 .m.°i n ' n y 3 cziA o a a° ,od ` n"'^3 N af zm /i a . m B„' g'' 'J< a a u m n o d. N O o O uNQ go.o°os g u$ m " $' 7!n A o°o m N" mm3 . ' * ' i nO "o<' ^u K i mma ,.. 3 3.nR , w , X y_ _ m <<;o mg o ; o G u u,C a" `^ s .6ym < QFq. N k" , T m II .. 3 v 3 N f/ 9.N ` ie m c nl M fn N 6 N iZ V A n ? T N oV O v' y C. Z N o` W 9m I I ' a0CoC_..7'm I T * Ga -n o f Nn % I I \ \ ND z9 ti I \ A o - I a \ o A m ;m 'h 3 amh I \ uy I ro g \ \ \ A \. A ^ o3 tii rn f° 3o tWp I \\\\\o/9s , \ p \ o A. O n O O O, a I \'- / O \ fr*1 f=*1 D N m I t0 12 ( / 4 \ o `^ Z Z „ O i I u y ° / , •' 56 m o m m ' N . N A{ O ' Ww o'3m y o m a n a a I I oo" N sF / / N N N I ^ I j \ , o k c A, " I ' ' ti Ci. o . o T N N oH / / . N \ 'Sy6 I / /' 4 ai S'j 6 \\ o I s o i /A > \ o N p\\ •v \ I. / 9 / j' o .o N L j, \ 9 V yO \ I / /,(yo wal 0 3 4\ \ ` ' \ / D I=;, ia sSS.? ( m. `A 'o \ o m m m '_ . ri s °% . - 8 m' I ' ' ' 9 A , N : w \,w / a o ;,$ : I' - _ N„ o oD. `° ;/ II \ sy \ ` r u , c w ' . ti 9 \ ..°`° `" < I / o o \ ° / N o " > i` `/ 2 ` s$ s i ( 1 v s? 9 z \ a:,s ; ' A N y N s rn o \,y Q ''0. oti w y' + 0. o " N l! Y 0 9 ,n o ; c , (, VIm 's qG,606 a,cy ° m ? o °4"a \ J( a u o,'1 .6' > as o° \ F°a a p, J i oH i' 'L rn 6 b Z ' A;,, ,,\ '.a ' o 4.q.q°'/ pr , S J 6£9 9 z A O' q \ o \ Y / I a 0 `T/ m N o A ` / I \ g o `// o$ O / I w y, A \ /. i / " / 4372 86th St N E CITY OF Lot 4 Block 2- 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: fIndicate permanent iron monuments at each lot corner. Dimension from house to lot lines and from O.H.W. & Bluff Line of rivers, creeks, lakes, and T e 4 and 5 wetlands. As-built elevations of lot corners. As-built elevations at building corners. As-built elevations on the side yard swales at the extension of building corners and hi h oints. Proposed and as-built elevations of garage slab and lowest floor on walkouts. Top of curb elevation at the extension of property lines and center of driveway. Elevations and location of any critical drainage ways located on the site (natural or man-made indicated with draina e arrows and ercenta e of slo e. f Label all adjacent street and railroad right-of-way. Erosion control and required landscape finishes (sod, grass, trees). Driveway location, width at lot line, % of slope. Show decks, porches, cantilevers and bay windows. V 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) 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. N m Z I -- --- a a O I D A r R i I o, N i= ; g I P n " m o 0 00 O o I Iw • i o I I I o m =m n o o 0 0 ` ' 1 ao°0° o; __ _ __ _F_ _ 11 i _ '' QNO "o_ -- 3 -^o-__ ' " N o-p`A , O D 3 - w n ,. °c ^ c ^ = 3 ^ m m - m c j i •,, C N fA ; f - Q Q 3' m - - 3; Io m m ` s f = o f0 m " N . _ " ' 2 m 3 I NA . N m(D O i f ---__ _ o N c = > > , o O V O iz = I A>m,. O y 1 ` 3 Z v1 N f;m - i. C - I e N C a, --_ ' o gy y O o v= ' m O Q m -a£ L 'L `_ _ i Q 7a ` - o D I 3 u o L.O'y s- n• N s "' ` m m e - o y I ^ y o oo? Nw Non Z if W 4 I m 2 o 0 0 o o e o o q o F°o° l '3 i m n ff u: A' cziA a° oa na 3 m`m Aa .m B„' o< Qa a`u : ? o O o O uNQ g oos g u$ • m i x g K 002 voF ^m<? j' y M° X mma `^^ 3 3.n s w , ,, y,, av <<p mg' o u T ,v = mr^ , a N a ym <, QFa. N k" , „ u .. z V N ` x ZO " N nZ um V A O V O N UZ o ' W I I o K o C _..7'm I , ia Q \ v Q m m n ND N z9 rl I \ \ A - ~ I a . a zmo'„ 3 amh I \ uy I ro g \ \ \ A \. A ^ o3 tii rn f° 3o tWp I \\\\\o/9s , \ p \ o A. O n O O O, a I \'— / O \ fr*1 f=*1 D N m I t0 12 ( / 4 \ o `^ Z Z „ O i I u y ° / , •' 56 m o m m ' N . N A{ O ' Ww o'3m y o m a n a a I I oo" N sF / / N N N I ^ I j % °' ' o k c A, " I ' ' ti Ci. o . o T N N o ` / . N . , 5y6 _ Z A I ,; / /' ai /, b y \\ s o / A A 'm N y\\ ' cn y64' \\ 6 g p0 ° u„ 4 i\J.t '° s ° 1i :a 9 J Z I_; I / / W 0\ \\ U o y - 95'?(O"'a u\ ` ti b m s - N I` ` . 0 \ n T g m ` 3? 9 S W Lg$? A I / / 9 o A_ 1 r.G" 6 // / V y, \-T : G9 e c+ 62.2 c I T N ' s ( °+° 0,' 6 20 oD , ' / a d iD s' o A e o i I / \ Sy. \ \.t cn . a c w a' . a . y oH o " /i N °o " > bsr c l a?/ g U ` ?o s-.@%s i j 1 v s? 9 z a:s ,'. / i ( I s A o N/ oti w oi a p ^ W \, g p ,( 7 p VnImO9b O 2 m ? 4 Y / Y 0 Y 9O . / d A U (n l •'L 4y S \FO/ / ' l \ oH j p,bi`Oy0 'L0y m T p 'V Z °1 „ ,° \, w 9 ' o ia .a°j w q / f T \ 8 ti,w 6£ 9 z A Ci q a o \ •y I a 0 `T/ m N o A ` / I \ g o `// o$ O / I w y, A \ /. i / " / z a CL W CL U z O O w cn 0 INTERIOR ROUGH OPENING 5CHEDULE PRE -HUNG DOORS ROUGH OPENING WIDTH - ADD 2" TO DOOR SIZE 6'-8" DOOR HEADER HEIGHT - 83" (ADD 3" TO 6'-89 8'-O" DOOR HEADER HEIGHT - 99" (ADD 3" TO 8'-0") BI -FOLD DOORS ROUGH OPENING WIDTH - ADD 1 1/2" TO DOOR SIZE 6'-8" DOOR HEADER HEIGHT - 62" (ADD 2" TO 6'-89 POCKET DOORS ROUGH OPENING WIDTH - DOOR SIZE x TWO, PLUS 2" 6'-8" DOOR HEADER HEIGHT - 62" (ADD 2" TO 6'-89 DOUBLE PRE -HUNG ASTRIGAL-DOOR WIDTH PLUS 3" (EX: 5'-0 WIDE" = 63") ROLLER -DOOR WIDTH PLUS 2" (EX: 5'-0" WIDE" = 62") CEMENT BOARD TRIM 2) 2x6 POST WINDOW PER PLAN SILL PER SELECTIONS EXTENSION JAMB PER SELECTIONS MULL COVER PER SELECTIONS WINDOW MULL DETAIL T--I—AI — 11 1 f T/ fl AT INTERIOR ROUGH OPENING 5CHEDULE DRYWALL AND CASED OPENINGS WIDTH ON PLAN PLUS I" x HEIGHT ON PLAN PLUS 1/2" 3" FIN. RETURN (TYP) OR DIMENSIONED TO CENTER BARN DOORS ROUGH OPENING WIDTH - I" SMALLER THAN DOOR SIZE ROUGH OPENING HEIGHT - ACTUAL DOOR SIZE DOUBLE BARN R.O. WIDTH - 1" SMALLER THAN COMBINED DOOR SIZE ROUGH OPENING HEIGHT - ACTUAL DOOR SIZE FIREPLACE - 42" ROUGH OPENING - 42 1/2" WIDE x 39" ABOVE FLOOR BOTTOM OF ROUGH OPENING UP 4" FROM FLOOR ACTUAL ROUGH OPENING HEIGHT 35" HIGH FINISHED RETURN UNLESS DIMENSIONED ON PLAN OPENING SIZE PER PLAN z d 4ED OPENING 12" DOWN oOMFINISHEDCEILING TWO (2) STUDS TO DOOR R.O. DRYWALL OPENING DETAIL r NUMBER OF KING STUDS) TYPICAL WINDOW HEADER WITH 9' GEILINCs I WINDOW ROUGH OPENING 5CHEDULE WINDOW HEIGHTS MAIN FLOOR HEADER HEIGHT - 7'-11 3/8" U.N.O. UPPER FLOOR HEADER HEIGHT - 6'-I1 3/8" U.N.O. LOWER WALKOUT HEADER HEIGHT - 6'-11 3/8" U.N.O. LOWER LOOKOUT 8 FULL FNDTN - 6'-I1 1/2" U.N.O. WINDOWS SET ON DOUBLE BOTTOM PLATE WINDOWS (NON -MULLED) ROUGH OPENING IS ACTUAL (NOMINAL) SIZE - WDTH 8 HGT WINDOWS (MULLED) R.O. 15 ACTUAL (NOMINAL) OF BOTH (3050-2 = 72" WIDE) HEADER SPANS UP TO 4'-I1" - 1 TRIMMER 5'-0" 4 UP - 2 TRIMMERS (UN.0) VAPOR BARRIER TO EXTEND TO STUD -TAPE SEAM EXTERIOR DOORS ROUGH OPENING 5CHEDULE ENTRY DOOR DOOR WIDTH PLUS 2 1/2" - DOOR HEIGHT PLUS 2 1/4" oK ; BRICKMOULD (B.M.) - WIDTH PLUS 4" / HEIGHT PLUS = 3" 12 TALL TRANSOM - ADD 2" TO HEIGHT FOR 14" 36 DOOR / 12 LITE 51 3/4 (WIDTH) x 95 3/4 (HEIGHT) - B.M. 53 1/2 x 96 1/2 36" DOOR / 14" LITE 53 3/4" (WIDTH) x 95" 3/4" (HEIGHT) - B.M. 551/2" x 96 1/2" 36" DOOR / 12" DBL LITE 65 1/4" (WIDTH) x 95" 3/4" (HEIGHT) - B.M. 67" x 96 1/2" 36" DOOR / 14" DBL LITE 69 1/4" (WIDTH) x 95" 3/4" (HEIGHT) - B.M. 71" x 96 1/2" SLIDING PATIO DOOR DOOR WIDTH x 80" ((o'-8") - 72" ((o'-10) - 96" (8'-011) GARAGE SERVICE DR 34" R0. WIDTH x 82 1/2" R.O. HEIGHT (32"x80" DOOR) 2X6 EXTERIOR 2X(o EXTERIOR WALL STUD /--WALL STUD VAPOR BARRIER TO EXTEND TO STUD -TAPE SEAM HORIZONTAIL BLOCKING INTERIOR WALL WALL INTERSECTION TYPICAL DOUBLE TOP PLAT NUMBER OF KING STUDS) c<l 1 TYPICAL WINDOW HEADER WITH O'CEILING SC,ALt:: 1 1/2" = 1'-V" 2X(o EXTERIOR TYPICAL EXTERIOR CORNER OL,/4LM:: 1 I/L" = 1 -V GARAGE DOOR HEADER INSIDE GARAGE DOOR OPENING= JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z 0} CL N J N CL oK ; z0Q C) Oo0wzp zQw 7= Oz w W w-- (DLuO=Z UQ O = wcwnwZ CL0 Lu O0 z J C Z wc~i, Oz wQw00z Q = O 0a L=u) wm NLZw F- V ZOzLu 0 LL. N wwU0 m zWUO Uw Ow O U Z0 0 w N w Z QOu,0 0 ZJ N Oww U w o JON wQCQ Z CNK 0 LUO} 0OoZN O 2 w Q/ m I x Z O W zz Q Qwzw`L J 0 0~ J OU 0 pU pwZ,F7-Q C)Q w w Z `"`Q=N cczzLu Qo0= O= m QF— JwU - z O LL. CL J Z~ Z 3 ZD ZQw L J J Z Z K ~ C•NUN0 0wO owo0'EEOQUzzJLL Q u I s m lm 0-- L Q U OVwzzU wQw O 3 KKo JKO0 wz 1 Z Zwzz0 K V i L Lu 0 LL t oo LU J Z ( Uo"'o OU_ J C14 0 OZ p m w= U 2 R U O Q Z N Q<„ w w N0ZZ O LLu OO Q U Ln www Om THE PRESTON DRAWING RECORD REVIEW SET PERMIT SET 01.05.2024 01.15.2024 SQUARE FOOTAGE W MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED W TOTAL FINISHED Z N U' w W GARAGE D Lu 0 im Oz m0 V) zo Go 0 0 M J D lqT w DRAWING RECORD REVIEW SET PERMIT SET 01.05.2024 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 FRAMING DETAILS IN 00 6 N 0 N^ Lu Q 0 O J n W n L? z O V) W ry n Lu z V o 00 N I'll 7 W Q z Z Q Z Q CL W O 61I i I I I I I I I III 5;12 PITCH 12 J S I PITCH 12 6 VINYL LAP SIDING I IARCHITE CTURA COLUMN L__ J CONCRETE PORCH II II I I I RIGHT ELEVATION II ELEVATION NOTES NOTE: SEE FULL NOTES ON GENERAL NOTES PAGE ALL NOTES ARE TYPICAL UNLE55 NOTED OTHERWISE MATT=RIALS ARI= 45 INDICAT3=D ON PLAN. FRONT ELEVATION: COMPOSITE OR VINYL LAP SIDING A5 NOTED. THIS INCLUDES LAP SIDING, 5HAK3=, OR BOARD AND BATTEN. WINDOWS GRIDS (2x3 TYPICAL) FRONT ONLY. STONE VENT=I=R WITH 2" L1EDGE CAP WHI=RI= SHOWN. STONI= RI=TURNS A5 NOTI=D ON PLAN. 4" CORNER BOARDS (VINYL OR COMPOSITE) A5 NOTED. 4" COMPOSITE WINDOW AND DOOR TRIM FRONT ONLY COMPOSITE GARAGE BUCKS (5EE DETAIL) 51DE AND REAR ELEVATIONS: VINYL LAP SIDING WITH VINYL CORNERS NO WINDOW OR DOOR TRIM (U.N.O.) 1'-313716” HEELr_'- O" FALSE GABLE J(6 ' 5;12 PITCH ;- I 1 I 1 I I I I I I 1 I I 1 I 1 I 1 I I b ~ ED 12 y f Li ED b I a------- I I I I I I I I I REAR ELEVATION SGALE:: 1/S11 = 1'-01' ROOF VENT CALCULATIONS II 5Q. FT. VENTS II 905 211 5 GARAGE 643 154 FTI Ell El El J------------ - o 8° HEEL 1:711:1 E:1 1:1 E:1 El El NOTE: VENTS TO BE INSTALLED ON REAR OF HOME OR ON LESS VISABLE I A SIDE WHENEVER POSSIBLE A 1:11:1 DD I 1 7342 D 1 00 1 ElI 0 GARAGE DOOR PER PLN COMPOSITE GARAGE BUCKS GARAGE DOOR PER PLAN COMPOSITE GARAGE BUCKS RIDGE I w J I J m I m V I NI CIO II ELEVATION NOTES NOTE: SEE FULL NOTES ON GENERAL NOTES PAGE ALL NOTES ARE TYPICAL UNLE55 NOTED OTHERWISE MATT=RIALS ARI= 45 INDICAT3=D ON PLAN. FRONT ELEVATION: COMPOSITE OR VINYL LAP SIDING A5 NOTED. THIS INCLUDES LAP SIDING, 5HAK3=, OR BOARD AND BATTEN. WINDOWS GRIDS (2x3 TYPICAL) FRONT ONLY. STONE VENT=I=R WITH 2" L1EDGE CAP WHI=RI= SHOWN. STONI= RI=TURNS A5 NOTI=D ON PLAN. 4" CORNER BOARDS (VINYL OR COMPOSITE) A5 NOTED. 4" COMPOSITE WINDOW AND DOOR TRIM FRONT ONLY COMPOSITE GARAGE BUCKS (5EE DETAIL) 51DE AND REAR ELEVATIONS: VINYL LAP SIDING WITH VINYL CORNERS NO WINDOW OR DOOR TRIM (U.N.O.) 1'-313716” HEELr_'- O" FALSE GABLE J(6 ' 5;12 PITCH ;- I 1 I 1 I I I I I I 1 I I 1 I 1 I 1 I I b ~ ED 12 y f Li ED b I a------- I I I I I I I I I REAR ELEVATION SGALE:: 1/S11 = 1'-01' ROOF VENT CALCULATIONS AREA 5Q. FT. 5Q. IN. VENTS LIVING 905 211 5 GARAGE 643 154 FTI Ell El El NOTE. VENTS ARE CALCULATED AT 1/300 NET FREE VENTILATING AREA USING LOMANCO 150 ROOF VENTS PER IRC RSO6.2 - EXCEPTION 2. SIDING I=RONY 2"x6" STUD VENEER PER ELEVATION 1/2" DRYII SIDING I=RONY GARAGE 5UC< SCALE:: 111 = 1'-O" E1:1 Ll 6" TRIMLI 12 LZ5ARDANDBATTENJL CxANACxt V UUK WEATHER STRIPPING Ix8 COMPOSITE GARAGE BUCK GARAGE DOOR KEYPAD SET AT 46" ABOVE FLOOR 6" CEMENT BOARD TRIM 2 "X4" WOOD TRIM BOARD GARAGE DOOR WEATHER STRIPPING Ix8 COMPOSITE GARAGE BUCK GARAGE DOOR KEYPAD SET AT 48" ABOVE FLOOR STONE VENEER FYPON DENTIL BKT' 4X4X4 OF 2'- Ix6" TRIM PER SELECTIONS PANEL PER SELECTIONS TREATED POST SEE PLAN Ix8" TRIM PER SELECTIONS STONE CAP - 16" STONE BASE PER SELECTIONS SCALE:: 1" = 1'-0" 4" GABLE, BUILD -OUT m BOARD AND BATTEN LAP SIDING L E- 1 11r#jk4 Mr_ AMR 4" GAB I BUILD -OUT, 111111 1111 111II I 12" SMOOTH SOFFIT r STONE SILL HOME ADDRESS STONE I I STONE VENEER - L Z---------------------------I uo CONCRETE PORCH 12"x12" ARCHITECTURAL ' COLUMN - SEE POST I PROFILE DETAIL I'I I LEFTELEVATION 2x BLOCKING AS REQUIRED IL VY I`Rfil Vl. FRIEZE PER P ALUMINUM 5OFI: AND 6" FASCI CORNER TRIM PER PLAN PER r ION TYPICAL RETURN DETAIL UPPER FLOOR PLATE WINDOW HEIGHT SIV MAIN FLOOR _4- 18 3/4" MAIN FLOOR PLATE WINDOW HEIGHT MAIN FLOOR 20 v4" TOP OFFOUNDATION ___ WILIRQU! IEIG1-Lt _ TOP OF LOOKOUT FOUNDATION 1 m LOWER FLOOR TOP OF FOOTING Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE •SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 z0} CLvi N CL oQw zOQ No QQz Lu z Z Q w z 0= OU o O w V) LuwcN—nC O=z1Q UQ w 0 I Z w L (3 Ix Lu z wp w `) 0 wOU v) wQw0OZ Q = O wm Nww (~=U w0UI =F- Uz-wOz DO U Q N wwUmLn W p 0 O A U m 0 w N Q wUw ON zQ Z=OU'''p 0 V~ Q Lu Lu O v) Q 0~ J QLu ZoIt ozzN 0 Q 'i' zZp} OZJLL w w 0 0 Q p p r mQU z aNF7_Q O O(') :2w <pU Z `"wQ=vi LL. CC ZZ 02 w O= Q FJ U JZ QOp= m ZQw O CL J z~ Z 3 L J J z Z Q~ C•NUNp Ow O pOv ZUzzJwU'm QUQwp co 6 N O N L6 Lu Q n O J n Ji I V) Z O V) Lu ry n LU Z 0 00 N 7 Lu Q Z z Q r) Z Q CL W CL 0 O v 6' 011 5TE PED FOUNDATION IIS II 2x6 a 16" O.G. 8' POURED GONG. AD UST FOUNDATION A5 REQUIRED PER GRADE 411MIN. COVERAGE 1o, 0"x8" FOOTING 10 INSULATION 46'-0" 40'-0" 12'-2" ENSURE (2) FLOOR TRUSSES BELOW KITCHEN ISLAND - g EGRESS VERIFY LOCATION AND SPACING 555 SLIMER 60 Il0 I L (3)2x10 -DROPPED F (2 I/2 LSL-DROPP D lil li i li li FUTURE H_ liN N w 5EE)RCOM Z CARPET `) u V-0 1/2" 21-011 x I O p 10'-91 I - - 11 1 2 4o I 7--- LL N I I 14'-71 JI 3'-10" 3'-10 3/4" LJ 2x1 -0 -FLU -61H 2 2x10 FLUeV w AC UNIT I q x----------------- 0- MOUNT ON STEEL I - N INtBRACKETIISUTUREli III O ATH 1------1I Y FD o l II312'- 5 1/2 FURN — ---- I MECHANICALI I 1 1 CR,4 5PACE I UNFINISHED I D a oll I Ili © it IIWHeIL—I __==---- --- ----- L— J I RIGATION 4" LEDGE COMMON WALL SYSTEM TAI 10" POURED GONG, STAIR A50VE INSTALLATION S CTI V-4" HIGH 20"x8" FOOTING SEWER LINE RIO INSULATION LOCATE CLEAN-OUT AS CLOSE TO FOUNDATION AS POSSIBLE FLOOR A50VE iGARAGE WALL 8" POURED CONC, 4'-0" HIGH I 20"x8" FOOTING L MASONRY OPENING DRIVEWAY APRON LEDGE 14'-7" 24'-0" UNEXCAVATED 31/2" CONCRETE FLO R WITH F15ER MESH REINFORCEMENT SLOPE TO GARAGE DOORS GARAGE WALL 8" POURED CONC. 1'-8 3/4" 0 GARAGE WALL IIS II 8" POURED GONG. UNFINISHED 0) 4'-0" HIG III 20"x8" F O ING WALKOUT WALL 2x6 a 16" O.G. 8" POURED GONG. 4'-O" HIGH 20"x8" FOOTING RIO INSULATION 0 SLIDER 5 0 2A 1/2 LSL-DROPPED 17'-8 1/4" P LOUDER LEVEL d IIS II UNEXC. ZOQ UNFINISHED 0) w II z III cwnw0z 1-0 1o, 00 I------ 0 l U" wQw00z Q = Op q, ill I'I I o II. III SEALED SUMP 5A5KET WITH RADON MITIGATION SYSTEM II SEE DETAIL IN GENERAL NOTES L — — — — — — ELECTRICAL PANEL (VERIFY)ili J I I N I - a ------ 4- I I 4" LEDGE I 0-v, Jim UNEXC. ZOQ I FOUNDATION I 3 1/2" CONC. cwnw0z 4 1o, z I------ oowV u-OU wQw00z Q = Op Lu m w Ow N w w U _ U U zz STAIR A50VE STOOP WALL N wwUmv,(' 8 POURED GONG. OAU Z In mpwv5wuJD UviQVZ=UUp K Lu~Q Zzz-0-QWzz} O O 0 1'-8" HIGH EpJO KU pC Z DU p Z,F7_K O 20 x8 FOOTING w Z v'a=vi CC zz w Q 0 _ O= m 6'-4" CL J Z~ 4'-O" HIGH 20"x8" FOOTING L— — — — — — — MASONRY OPENING 2" DRIVEWAY APRON LEDGE I3 FAI 2" 8'-2" " 1'-11" 16'-2" • 1' -ll" 16'-0" 20'-0" 16'-0" LOWER FLOOR PLAN SCALE:: 1/4" = 1'-0" UJALKOUT OPTIONAL 791 FINI5HED SQUARE FEET 46'-0" STEPPED FOUNDATION 2x6 a 16" O.C. 8" POURED GONG. ADJUST FOUNDATION A5 REQUIRED PER GRADE 42" MIN. COVERAGE 20"x8" FOOTING RIO INSULATION FULL FOUNDATION 8" POURED GONG. 8'-4" HIGH 20"x8" FOOTING RIO INSULATION O O N L=OWER 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 15 NOMINAL UNLESS STATED OTHERW15E. 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"x8" CONTINUOUS CONCRETE FOOTINGS. 6. PAD FOOTINGS AT POINT LOAD LOCATIONS ARE NOTED ON PLAN IN 51ZE AND LOCATION. 1. GRADE TO 5E MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL AND SLOPE DOWNWARD AWAY WITH -IN FIRST 10'-0" OR HAVE ADEQUATE SWALE PROVIDED. FOUNDATION HEIGHTS 8'-4" x 5" FULL FOUNDATION 3'-6" x 5" LOOKOUT 4'-0" x 8" WALKOUT NOTE: STEP FOUNDATION WALL PER CODE ON 51DEWALL5 4'-0" x 8" GARAGE SIDES WITH 2" GARAGE LEDGE 4'-0" x 8" GARAGE FRONT WITH 2" DRIVEWAY LEDGE 8'-4" x 12" GARAGE/HOUSE COMMON WALL WITH 4" LEDGE 8'-4" x 12" STOOP/HOUSE COMMON WALL WITH 4" LEDGE 1'-8" x 8" STOOP WALL - 5" 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" CONC. FLOOR) EXTERIOR WALLS ARE 2"x6"a 16" O.G. WITH R20 INSULATION INTERIOR WALLS ARE 2"x4" a 16" O.C. ANGLED WALLS ARE 45° HALF HIGH WALLS ARE 42" HIGH a 16" O.G. HALF HIGH WALLS (ANGLED) ARE 38" HIGH a 16" O.G. BEARING WALLS ARE a 16" O.C. (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 ROUGH OPENINGS: ADD 1/4" TO NOMINAL WINDOW SIZE. EXAMPLE: 5040 WINDOW R.O. IS 60 1/4" X 40 1/4" WINDOW AND DOOR HEADERS ARE (2)2"x10" EGRESS AND TEMPERED WINDOWS ARE NOTED EGRESS WELLS ARE SHOWN (SEE DETAILS) BATHROOM NOTES 1. 5ATH VANITIES ARE 36" HIGH. 2. TOWEL BARS ARE MOUNTED AT 54" 45OVE FINISHED FLOOR (AFF). LOCATION NOTED ON PLANS. 3. TOILET PAPER HOLDERS MOUNTED AT 24" AFF 4. BATHROOM MIRRORS ARE 36" HIGH, WIDTH PER PLAN, AND ARE FRAME -LESS PLATE. 5. VANITY LIGHTS ARE MOUNTED AT -1'-O" 45OVE FLOOR. 6. PROVIDE MINIMUM OF 15" FROM CENTER OF TOILET TO SIDE WALL OR G,451NET 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 LOUDER LEVELS TO HAVE 1/2" DRYWALL. 3. PROVIDE FIRE5LOCKING AND DRAFTSTOPPING PER CODE. SMOKE AND CARBON MONOXIDE DETECTORS NOTE: DETECTORS SHALL 5E GOM5INATION WHEREVER POSSIBLE SMOKE DETECTORS 1. DETECTORS TO 5E INSTALLED ON GE IL ING5 2. 2. TO 5E 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. CARBON MONOXIDE DETECTORS I. DETECTORS TO 5E INSTAL ED ON CE IL ING5. 2. SHALL 5E INSTALLED OUTSIDE THE IMMEDIATE AREA WITH -IN 10'-O" OF EACH SLEEPING AREA JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Zp} 0-v, J N 0Qw ZOQ o QKz FOUNDATION 899 OVERALL SQUARE FEET cwnw0z wvN_, O=Z UQ O = 1o, z wo 0 0 oowV u-OU wQw00z Q = Op Lu m w Ow N w w U _ U U zz pOH U_ N wwUmv,(' U0 p w OAU Z In mpwv5wuJD UviQVZ=UUp K Lu~Q Zzz-0-QWzz} O O 0 m EpJO KU pC Z DU p Z,F7_K O 02 2w w Z v'a=vi CC zz w Q 0 _ O= m Q w U — z Q w O CL J Z~ z 3 ZD ZLu z Z K~ LuQ",Uvi0 0 v, pw D 000(1)EEOwzUzZw Q w K p U m m UjQUQwOVwzZpU LV) 3OO Z w(D3:>- 0wwKKp Q pOJ Z CLz-af:2 pZwwd0w w Z w zoQZ Upwp pp J OUO m04 wZQ< U w wU NZQN7= 9 LU z OOpQUw Lu w O m THE PRESTON Q W W 0 Z cel (D w Lu W D Z LuUz Z U cn0O Qw 0 U w O DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 LOWER FLOOR 02 N O N L6 Lu n O J n 0 t Z Q CL W CL U z O O w m n M I• O N B 461-011 MAIN FLOOR FLAN[[ MAIN FLOOR FLAN NCT 5 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) WINDOWS AND DOORS 6' -II 3/8" OR 1'-11 3/8" WINDOW HEIGHT AS NOTED ON PLAN ROUGH OPENINGS: ADD 1/4" TO NOMINAL WINDOW SIZE. EXAMPLE: 5040 WINDOW R.O. IS ioO 1/4" X 48 1/4" WINDOW AND DOOR HEADERS ARE (2)2"x10" EGRESS AND TEMPERED WINDOWS ARE NOTED KITCHEN NOTES I. BASE CABINETS ARE 3(o" HIGH AND 24" DEEP 2. UPPER CABINETS ARE 3io" HIGH AND 12" 3. MINIMUM 18" BETWEEN COUNTER TOP AND UPPER CABINETS 4. 4. MINIMUM 36" CLEAR WALK SPACE BETWEEN CABINETS IN PLAN BATHROOM NOTES 1. BATH VANITIES ARE 3(o" HIGH. 2. TOWEL BARS ARE MOUNTED AT 54" ABOVE FINI5H3=D 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 -l'-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 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 DETECTORS NOTE: DETECTORS SHALL BE: COMBINATION WPEREVE:R 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 STA I WAYS 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. 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 zin vi oQw z0Q 12NoF-QQz Lu 0zwcNLuV)-n( D O=Z UQ O 0, z" Lu Lu 0 0 <U wQw00z Q 01--o LU Co Nww~=U Lu =J Uz-woz ppLL 0Q N Lu Lu( Q W U O O A U m O w N Q w V_ o , wi nw zQ Z =wo o V~ Q O "' Q 0~ J 0 Q< Lu ZDOz< n 0 Q WzzO} OZJLL ww0 0QpU'wr ooQU Z-—- wNF7_QO 0z Lu ,pU Z `"`>=)Q2 w CC ZZ w O= Q F- J U JZ Q 0 0LL.= m z Q w O CL J Z~ Z 3 ZD L J J Z Z Q ~ Qw O N 0 0 U - w 0 v>UviO Ow Lu wZ Z Z J w U m Q U Q w w <o mJ ULu U wow 0-- v>w(>- JQO O 3 0 - <<0Lua_ IL 0- zin QC> ow 0 0: °o 'Zvi Ui'w0 OU_ J Q ZQOz 2 Lu 0 p O m w= 0 U D Z Z N w w F— NzOQ QNB Z ZV) U> Ln Oz wp= Lu 0< LuQ www Om ? THE PRESTON W MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 40'-0" TOTAL FINISHED Z N U' w 6'-0 1/2" 1'-1 1/2" D Lu U 0im 1 -- Oz coo V) z PATIO 00 0 A F- 0 Lu 60 10 J D 1qT w SLI ER SLIDER 2)11116" LSL FLUSH 1050 2)91/2" LSL-DROPPEDET1DWi 17 ELECTRIC FIREPLACE J------J---------J R.O. 50 13/16" WIDE 16 I/8" s, Lui HIGH BOTTOM OF ROUGH 'o,, ua 1'-6" 2'-O" 4'-5 1/4" i OPENING UP 18" FROM FLOOR mIlkIlk DINING ROOM O r , LVP of LIVING ROOM 0 U i TRASH i O I U- LVP 1 2'-6" 12 6 3/4" 15'-3 1/4° S? i 3 ISLAND r i U- U 2)2x10 (FLUS w KITCHEN LVP •Omi 3080 , , a I Q UP,4NTR OPENING tD 0 am m 9'-3 3/4" LVP 3 3/4" - _ m 5'-8" z a U- UD ROOM VINYL o II IIz i 3' 9" 3'-9 3/4" m ENTRY I113 z OFFICE co c., m i @ co LVP I Ito CARPEL D E3ATH O i LANDING FINISH AIRS Ci I TO BSMT m+ I VINYL i 2868 20 MINUTE 8 / s J91/2" LSL 30 8 THIS WALL ONL FIRE DOOR C ENTRY OOR 0 (3)2x10 -DROPPED EXTERIOR EDGE OF STUD F_ _N FLUSH WITH FOUNDATION. 3 RISERS ACCESS I STAIR CANT 5flESHEATHINGOVERHANS1/2" J SECTION A50VE 6'-O" 5' 8" 6'-6" 2'-6" 1'-6 3/4" 2'-9" 4'-10" 4'-10" 1'-9 1/4" tj O FRONT PORCH 1 -4 „ CONC i ROOF TRUSSES DROPPED SOFFIT J 24" ON CENTER R 2)2x10_ -DROPPED - G 4R 4GE RECDR 6-E CO CRETE FLOOR+ 12"x12" ARCHITECTURAL SLOPE TO DOORS COLUMNS - SEE POST 0 2x6 GARAGE WALLS a 16" O.C. PROFILE DETAIL O 2X6 GARAGE FRONT WALLS -@ 16" O.G. V DRYWALL ON WALLS AND CEILING 1'-5" V-4" Ir SIDEWALK ELECTRICAL PANEL (VERIFY) ROOF TRU66ES 2)2x12 DROPPED Is 24" ON CENTER-_"v"E 2)II 1/6" LSL-DROPPED8' x 1' GARAGE DOOR CONTINUOUS TO EACH COINER SEE PORTAL FRAME DETAIL 16'x 1' GARAGE DOORVIII B A ASPHALT DRIVE 16'-O" AT CURB 16'-0" 20'-0" 30'-0" 46'-O" MAIN FLOOR FLAN[[ MAIN FLOOR FLAN NCT 5 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) WINDOWS AND DOORS 6' -II 3/8" OR 1'-11 3/8" WINDOW HEIGHT AS NOTED ON PLAN ROUGH OPENINGS: ADD 1/4" TO NOMINAL WINDOW SIZE. EXAMPLE: 5040 WINDOW R.O. IS ioO 1/4" X 48 1/4" WINDOW AND DOOR HEADERS ARE (2)2"x10" EGRESS AND TEMPERED WINDOWS ARE NOTED KITCHEN NOTES I. BASE CABINETS ARE 3(o" HIGH AND 24" DEEP 2. UPPER CABINETS ARE 3io" HIGH AND 12" 3. MINIMUM 18" BETWEEN COUNTER TOP AND UPPER CABINETS 4. 4. MINIMUM 36" CLEAR WALK SPACE BETWEEN CABINETS IN PLAN BATHROOM NOTES 1. BATH VANITIES ARE 3(o" HIGH. 2. TOWEL BARS ARE MOUNTED AT 54" ABOVE FINI5H3=D 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 -l'-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 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 DETECTORS NOTE: DETECTORS SHALL BE: COMBINATION WPEREVE:R 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 STA I WAYS 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. 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 zin vi oQw z0Q 12NoF-QQz Lu 0zwcNLuV)-n( D O=Z UQ O 0, z" Lu Lu 0 0 <U wQw00z Q 01--o LU Co Nww~=U Lu =J Uz-woz ppLL 0Q N Lu Lu( Q W U O O A U m O w N Q w V_ o , wi nw zQ Z =wo o V~ Q O "' Q 0~ J 0 Q< Lu ZDOz< n 0 Q WzzO} OZJLL ww0 0QpU'wr ooQU Z-—- wNF7_QO 0z Lu ,pU Z `"`>=)Q2 w CC ZZ w O= Q F- J U JZ Q 0 0LL.= m z Q w O CL J Z~ Z 3 ZD L J J Z Z Q ~ Qw O N 0 0 U - w 0 v>UviO Ow Lu wZ Z Z J w U m Q U Q w w <o mJ ULu U wow 0-- v>w(>- JQO O 3 0 - <<0Lua_ IL 0- zin QC> ow 0 0: °o 'Zvi Ui'w0 OU_ J Q ZQOz 2 Lu 0 p O m w= 0 U D Z Z N w w F— NzOQ QNB Z ZV) U> Ln Oz wp= Lu 0< LuQ www Om ? THE PRESTON DRAWING RECORD ro 044. w U z MCI REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE W MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED W TOTAL FINISHED Z N U' w W GARAGE D Lu U 0im 1 -- Oz coo V) zLLJ,o 00 0F- 0 M J D 1qT w DRAWING RECORD ro 044. w U z MCI REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 MAIN FLOOR 03 moo. N 0 N L6 Lu n O J n Lu n z O V) Lu ry n Lu z o 00 N r" 7 Lu Q z z Q r) z Q 9L W CL I WASHER AND DRYER PROVIDE HOT/COLD WATER CONNCETIONS, WATER WASTE, GAS LINE, AND DRYER VENT. NOTE: WASHER ON LEFT 40'-O" 14'-8" 8'-O" 4'-9" 12'-l" l'-6" Ik 71'-2" 4'-0" 11 4'-0" 6'-11/2" 6'-51/2" B) (A) EGRESS EGRESS SLIDER SLIDER SLIDER 6040 3030 5040 a _ ___ ___ a_ a UJICSIK CIOC CARPE O 'LWASHERi DRYER] _ O PRIMARY SUITE PIAS ASTER Lui d) z CARPET Q rii VAULTED LAv NDRY N w LINEN RAS , O m mfi----------- 2868 1668 $; BED ROOM 2 zNALLUJAYIS O vcj CARPET Is8 I 3'-9 3/4" 5'-4 I/4" 8140" O O tia SHELF 4ROD 5' -9" Lu 2468 ------------- n Q 4068 BIFOLD 24682468 O = D z cn i - z Q Ii _ z _ 6_36 _2 LUi c Lj C-4 X O 11 i __ `r--- mci,, z — g BATH _ lu0 } i DWR j GARP T VINYL BEDROOM 3Lu x aFl CARPET w U 8 1/2" ATTIC T z O D FR 5ATN — — `r LAN INC FIBERGLASS N LVT LINEN TUB/SHOWER o w L( GIRDER TRUSS 2020 4030 + O FI ED FIXED C 'L' N STAIR 5040 SECTION SLIDER B EG (ESS A 2'-2" 6'-8" 3'-9" 1l, 3'-9 3/4" LINE OF PO CH BELOW 94'_1/il >='_1/ 7'_/ ,/d" t,'_I 1/AI' G,'_d.'l LINE OF WALL BELOW UPPER FLOOR PLAN SCALE:: 1/4" = 1'-0" 21'-4" I. 12'-8" 40'-O" 6 UFF FLOOR FLAN NOTES NOTE: SEE FULL NOTES ON GENERAL NOTES PAGE ALL NOTES ARE TYPICAL UNLESS NOTED OTHERWISE FRAMING NOTES 8'-1 1/8" P±LATE HEIGHT EXTERIOR WALLS ARE 2"x6"O 16" O.G. WITH R20 INSULATION INTERIOR WALLS ARE 2"x4" -0 16" O.G. ANGLED WALLS ARE 45° HALF HIGH WALLS ARE 42" HIGH a 16" O.G. HALF HIGH WALLS (ANGLED) ARE 38" HIGH -a 16" O.G. BEARING WALLS ARE a 16" O.C. (SHADED DARKER) UIINDOUIS AND DOORS 6'-11 3/6" WINDOW HEIGHT (TYPICAL) WINDOW AND DOOR HEADERS ARE (2)2"xlO" ROUGH OPENINGS: ADD 1/4" TO NOMINAL WINDOW SIZE. EXAMPLE: 5040 WINDOW R.O. IS 60 1/4" X 48 1/4" EGRESS AND TEMPERED WINDOWS ARE NOTED 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 HOLDERS MOUNTED AT 24" AFF 4. BATHROOM MIRRORS ARE 36" HIGH, WIDTH PER PLAN, AND ARE FRAME -LESS PLATE. 5. VANITY LIGHTS ARE MOUNTED AT -1'-0" 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 1. CEILINGS IN UNFINISHED AREAS TO HAVE 1/2" DRYWALL INSTALLED. 2. PROVIDE FIREBLOCKING AND DRAFTSTOPPING PER CODE. SMOKE ,AND CARBON MONOXIDE DETECTORS NOTE: DETECTORS SHALL BE COMBINATION WHEREVER POSSIBLE SMOKE DETECTORS 3. DETECTORS TO BE INSTALLED ON GE IL INGS 4. 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 5. DETECTORS TO BE INSTALLED ON CE IL INGS. 2. SHALL BE INSTALLED OUTSIDE THE IMMEDIATE AREA WITH -IN 10'-0" OF EACH SLEEPING AREA STAIWAYS 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. 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. 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 pK ; z0Q _j C1 1<14 OUz< z0= C-4 Lu 0z wcN O=z UQ O Lu V)_n( D Lu z w0, 00 z vi UCL wQL.uDOz Q = O pU~=LULucoV) J V z"wpzLU -7 pOLu LL U wwUQm W Q U O V' -u Lu O A zoEj p w N Q w Z=0U11'O_jp C~Q ONQ 0~JpQ12 Lu ZLu pZZ- o LU p- Q Z O WZZ:z 0ZJw JpO 0~ x Q J3 F7-<0 p 0 w w0 w cn w Q vi 0ZCCzw0= 0= Z: co zQF- JwU— 0 CL F.- J z~ Z 3 ZD zQw L J J z Z Q~ C•NUN0 PEEOpw Oo0ov) Q wUzZJLL QLu< U m m p=— Q U 0VLzuzrzpU wC w 3 cnw(D>- w wQ Q p OW O O Z Z CL Lu Q:f C Z Z 0 CJ pZ 11 Q V i 0' w LL oo J z vi Lu O U_ J C-4 2 p p Z p F, O m w= 0 U zOQ z N KNE w w F NZZV) Lu00 O U U< LLu= 000 www Om l-__? THE PRESTON Q W W 0 Z cel ( w w W zD Z U z 0 o Z0 U cn O Qw C*4 r. 0 :2 U 1 n -- w O 2: DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 z UPPER FLOOR O O w con ) 04 0 Z Q CL W CL U z O 0 con O iiia I \ I I I 1pf # m 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): 50/AMP 240 VOLT (4 PRONG) - 20" A.F.F. RANGE (GAS): ON SHARED 20 AMP CIRCUIT - 20" A.F.F. CRY: DRYER (ELECTRIC): 30AMP 240 VOLT (4 PRONG) CENTERED BEHIND DRYER AT 30" AF.F. - 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. ANICAL: SUMP PUMP: 15 AMP DEDICATED 48" A.F.F. ERV: 15 AMP - 16" A.F.F. WATER HEATER: 30 AMP 240 VOLT, DIRECT WIRED I I i I i I I GARAGE DOOR OPENER u m z o _ Lu z tR00E0 I I T A CD nf— - --,, 4- s/ SG,ALk:: 1/4" = I' -U" UPPER FLOOR ELECTRICAL OC.HLC== 1/4 = 1 -V ELECTRICAL AND 1 I CHANICAL LEGEND SWITCH 46" ABOVE FINISHED FLOOR (U.N.O.) O 41 z0Q O QLu zZDE qfl I u I 0 I II I L ----- JL__ef_ J m z o _ Lu z tR00E0 I I T A CD nf— - --,, 4- s/ SG,ALk:: 1/4" = I' -U" UPPER FLOOR ELECTRICAL OC.HLC== 1/4 = 1 -V 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. 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(U.N.O.) n 5'-0" ABOVE FINISHED FLOOR W J O°KU wQ w 0 WzZ:z 0, Z J W Q p p r p OUTLET (IIOV) - DUPLEX Z pU SMOKE DETECTOR - HARDWIRED MAIN ELECTRICAL PANEL Z`='`Q N 13" ABOVE FINISHED FLOOR (UN.0) p= OO SEE NOTES FOR CODE REQUIREMENTS LL. CL z AMPERAGE PER PLAN ZLu z2K" C•NUN0 OQw O 0p UzzJw W Q Q LOCATION BASED ON SERVICE LuQUQWpuwz zU OUTLET (110V) - SWITCHED (HALF HOT) v,w() w W SMOKE DETECTOR / CARBON MONOXIDE O Z Z CL z w w 0 13" ABOVE FINISHED FLOOR (UN.0) 4-(C.O.) L w Z w DETECTOR COMBO - HARDWIRED F- U O> HOSE BIBS - FROST PROOF C Z p OUTLET (110V) 0 COAXIAL GABLE (RG6) CONNECTION W 2 :2 I{ O=wp= Lu CEILING OR FLOOR MOUNTED Ln 13" ABOVE FINISHED FLOOR (UN.0) www GAS BIBS - HEIGHT NOTED I ON PLANS OUTLET - DRYER OR RANGE TELEPHONE JACK (RJII) 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 (U.N.0) OUTLET - FOUR FLEX DATA/CABLE COMBO JACK SPECIAL ABBRE V I AT I ON5 HEIGHT PER PLAN 13" ABOVE FINISHED FLOOR (UN.0) GFI GROUND FAULT (CIRCUIT) INTERRUPT WP WATER PROOF (GFI) AGOUTLET (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. WF hJ III I I I II J i L I I/< I T II F— L— L J y WATER NEATER ELECTRIC DISCONNECT "'\ h PG LJ 111 T lol I III ' I 'I I III ERV --- SUM I I I I I I I I I I I I I I I I I I I I I I I I I I I LOWER FLOOR ELECTRICAL 1 .1 OL,L Lr_ = 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 L - - oQw Z z0Q 200 AMP PANEL LOCATION 5A6E1) QLu zZDE z= ON SERVICE LOCATION NNW it Lu ERV CONTROL IRRIGATION L--- - - LOCATED IN SYSTEM LOW VOLTAGE- N — Q' MECHNICAL INSTALLATION VERIFY LOCATION z U UNEXC. LOWER FLOOR ELECTRICAL 1 .1 OL,L Lr_ = 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 Z z0Q 12oF-QKz OUC14 QLu zZDE z= OVERALL SQUARE FEET Lu w L)LU W— p, N — Q' H w W zoow 0 0 z U wQwOpz Q =01--o LuUwmNww m wLUZ w WRQ U ZNw WUmv,C W LU0 Uw pw OAU ZQ v,owv`iKw Z Qpu,p_o UZ^^ J N 0 V) Q nn = w cl to 12 LuV JLuOVQ Zozz- n W J O°KU wQ w 0 WzZ:z 0, Z J W Q p p r p op02w Z pU Z,F7_K Z`='`Q N CC ZZow p= OO Q F- J U -z Q W 0 LL. CL z z3ZD ZLu z2K" C•NUN0 OQw O 0p UzzJw W Q Q Uwm p J 0=— LuQUQWpuwzzU wC w v,w() w W Q -1 O Z Z CL z w w 0JZwww0L w Z w Upwp F- U O> ZoQZ W Z w C Z p m w JQw UzpK QNB W 2 :2 O=wp= Lu V)U Ln OQ www pm THE PRESTON Q W W 0 Z w w W D Z 1w U Z 0 00Z U cn O LLJ 00 Qw C*4 0 U w O DRAWING RECORD 1i REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 ELECTRICAL 05 r" N 0 N L6 Lu 0 O w n z O V) Lu ry n Lu z 0 00 N r" 7 Lu Q z z Q r) z a CL W CL I 3 31" 1 1/2" 15" 30" IS" 12" 12" 10 1/2" m FIBERGLASS SHOWER STALL WASHING 39 3/4" 41/11, CROWN 41" HOT/COLD W 1'-1 1/4" PEDISTAL R ON LE 15 1/2" 29 3/4" 16" IS" 30" WASHER 48" cf UTILITY TUB T.V MOUNT 240V r - 0 10 m 0Q 58" 181/2" 15" m 1311/2 P="< pQ LOE ZpZZ- 1 p O 2`L Q/jm 0x zLu Y u U pCD w Lu0 0U M I CRO W Z `n Q=vi ZZCC w Q p_ O= m Q w U J Z Q w O CL J Z~ Lu z II ZLJJ Z `n Q a~ z c4 Opw O OOv, zUzzw L'Qp Uro° mJ o wC w<}p p0 0 00 ELECTRIC FIREPLACE Z 2L Luaf w_ pZwwd0 LI E-IN-RL NCs Upwp pp J 0 O GAS p Z Z p> IL = w z O Q KNE 3 31" 15" 30" 39" Q Lu w O m 10'-9 1/4" I SGALt:: I/1" = I' -U" 151f=R1MAR'*f' BATH ELEVATIONI a 12" ANG IS" CROWN 48" 3030 WINDOW 42" CROWN SINK DRWR D I5HWA5HER DRWR DRWR 24" 21" 36" 24" 24" 11' -O" SGALt-- 1/l" = I' -U" FIXTURES CENTERED CROWN ON SINKS MIRROR PER SELECTIONS ui O 13 1/2" 45" 13 1/2" - SI K DWR SINK DWR m DWR 21" 18" 27" IS" 11 1'-1 1/4" 5'-0" COUNTERTOP 48" .10 I/2" . N O Z TRASH cq IF 10 1/2" m FIBERGLASS SHOWER STALL WASHING 39 3/4" 41/11, PROVIDE 0U3ET 41" HOT/COLD W 1'-1 1/4" PEDISTAL R ON LE 151f=R1MAR'*f' BATH ELEVATIONI a 12" ANG IS" CROWN 48" 3030 WINDOW 42" CROWN SINK DRWR D I5HWA5HER DRWR DRWR 24" 21" 36" 24" 24" 11' -O" SGALt-- 1/l" = I' -U" FIXTURES CENTERED CROWN ON SINKS MIRROR PER SELECTIONS ui O 13 1/2" 45" 13 1/2" - SI K DWR SINK DWR m DWR 21" 18" 27" IS" 11 1'-1 1/4" 5'-0" COUNTERTOP 48" .10 I/2" . N O Z TRASH cq FRONT VIEW SGALt:: 1/1" = I' -U" FIXTURE CENTERED ON CABINET MIRROR PER SELECTIONS O O O 21" r DWR SINK FE) WR d) m 161FRIMARY BATH ELEVATION ALt:: /L" = I -U" 42" 1_ 113/4" 1_ 111/2" FIBERGLASS TUB/SHOWER 32" 5ATHROOM ELEVATION 36" SIDE VIEW MIRROR PER IF 10 1/2" m a WASHING O PROVIDE 0U3ET BOX H HOT/COLD W TRASH PEDISTAL R ON LE 15 1/2" 29 3/4" 16" IS" 30" WASHER 48" LL FRONT VIEW SGALt:: 1/1" = I' -U" FIXTURE CENTERED ON CABINET MIRROR PER SELECTIONS O O O 21" r DWR SINK FE) WR d) m 161FRIMARY BATH ELEVATION ALt:: /L" = I -U" 42" 1_ 113/4" 1_ 111/2" FIBERGLASS TUB/SHOWER 32" 5ATHROOM ELEVATION 36" SIDE VIEW MIRROR PER 3030 WINDOW SELECTIONS a WASHING O PROVIDE 0U3ET BOX H HOT/COLD W O PEDISTAL R ON LE 15 1/2" 29 3/4" 16" DRYER TO WASHER DRYER 4 BATH ELEVATION 101LAUNDRY EON INTER10fR ELEVATION NOTES 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 3030 WINDOW J N CLCL a WASHING MACHINE PROVIDE 0U3ET BOX H HOT/COLD W ER 4 WA NOTE: W S R ON LE ELECT I L ------J DRYER TO WASHER DRYER LL UTILITY TUB T.V MOUNT 240V r - 0 10 m 0Q 58" 181/2" 15" mpwNQw Z=LL,O p 1311/2 101LAUNDRY EON INTER10fR ELEVATION NOTES 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 ELECTRIC FIREPLACE R.O. 50 13/16" WIDE X 16 1/8" HIGH BOTTOM OF ROUGH OPENING UP 18" FROM FLOOR SGALt:: 1/1" = I' -U" JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z in PAINTED DRYWALL J N CLCL pQw v 21-511 v C U p ZQ BLOCKING FOR w Z UQLuE, 0z T.V MOUNT O=OLI 0' L ------J Lu BLOCKING FOR oowV0 LL IL IL T.V MOUNT EuLu m w0U N w w F- 10 6' L--5'-e„--J 6i' 0Q N w WUmv,Q uj U0 Uw pN OAU zoo mpwNQw Z=LL,O p MANTLE PER SELECTIONS P="< pQ LOE ZpZZ- 1 p O 2`L Q/jm 0x zLu WzZ:z 0 Q Q w Z w" JpO' J U pCD w Lu0 0U p Z,Q O W Z `n Q=vi ZZCC w Q p_ O= m Q w U J Z Q w O CL J Z~ Z 3 ZLJJ Z `n Q a~ z 0 UNp Opw O OOv, zUzzw L'Qp Uro° mJ o wC w<}p p0Q< ELECTRIC FIREPLACE Z 2L Luaf w_ pZwwd0wooW Z w ZoQZ Upwp pp J 0 O z<Uwm p Z Z p> IL = w z O Q KNE 0-011 ELECTRIC FIREPLACE R.O. 50 13/16" WIDE X 16 1/8" HIGH BOTTOM OF ROUGH OPENING UP 18" FROM FLOOR SGALt:: 1/1" = I' -U" JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z in CL v, u- J N CLCL pQw TOTAL FINISHED C U p ZQ z0= w Z UQLuE, 0z wz;o O=OLI 0' Lu z oowV0 LL IL IL QLu= OpEuLu m w0U N w w F- U_ U LU I-- 0OL 0Q N w WUmv,Q uj U0 Uw pN OAU zoo mpwNQw Z=LL,O p C~Q P="< pQ LOE ZpZZ- 1 O:fOQO 2`L Q/jm 0x zLu WzZ:z 0 Q Q w Z w" JpO' J U pCD w Lu0 0U p Z,Q O W Z `n Q=vi ZZCC w Q p_ O= m Q w U J Z Q w O CL J Z~ Z 3 ZLJJ Z `n Q a~ z 0 UNp Opw O OOv, zUzzw L'Qp Uro° mJ Lp--u U ZrpU wZ wC w<}p p0Q< 0Z Z 2L Luaf w_ pZwwd0wooW Z w ZoQZ Upwp pp J 0 O z<Uwm p Z Z p> IL = w z O Q KNE W N0Zz O'Lu= Lu U Ln Q Lu w O m THE PRESTON Q W W 0 w w D Z U Z 01-- 00Z U cn O Qw r. 0:2 U 1 n w O DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 z CABINETS O O w con 06 0 r" lq N 0 N L6 Lu Q 0 O J n W I L? z 0 V) Lu ry n Lu z cn 00 N r" 7 Lu Q z z Q r) Z Q CL W CL TYPICAL GARAGE EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS a 16" O.C. POLY VAPOR BARRIER DRYWALL U z vi 0 w m I O 8:12 12" ENGINEERED ROOF TRUSSES a 24" ON CENTER 1 E' ------------------ CLADDING PERELEVATION HO SEWRA 1/16" SHEATHING 2x6 5T D5 a 12" O.C. BLOCKING T PLAT HEIGHT R20 INSULATION AFFLES POLY VAPOR BARRIER 1/2" DRYWALL ON WALLS GARAGE csJ 2X6 GARAGE WALLS a 16" O.G. DRYWALL ON WALLS 8 CEILING PROVIDE FIRESTOP AT ALL SEAMS, GAPS, AND PENETRATIONS SLOPE FLOOR J TOWARDS DOORS a" POURED CONC. 4'-0" HIGH 20"x8" FOOTING MAIN FLOOR L 3 1/2" CONCRETE FLOOR 10" POURED GONG. 8'-4" HIGH 20"xa" FOOTING RIO INSULATION LE PRIMARY 5ATH ENGINEERED ROOF TRUSSES a 24" ON CENTER 12 la 12 - 13 4 11 STAIRCASE TALL WALLS PRIMARY SUITE I LADDING PER ELEVATION HOUSEWRAP 4 1/16" SHEATHING d" Q w 2x6 STUDS a O.G. 3/4" 5U5FLOOR LOCKING AT PLATE HEIG T Li R20 INSULATION BAFFLE POLY VAPOR BARRIER ENGINEERED FLOOR TRUSSES 1/2" DRYWALL ON WALLS C ENGINEERED FLOOR TRUSSES UNFINI5HED UNFINISHED BASEMENT + ALL CEILINGS IN LOWER LEVEL TO HAVE 1/2" DRYWALL. `A PROVIDE FIREBLOCKING 8 DRAFTSTOPPING PER CODE 3 1/2" CONCRETE FLOOR , I I115LDING II O 5ECTION 8" POURED GONG. 4'-O" HIGH 20"xa" FOOTING SCALE:: 1/4" = 1-O" RIO INSULATION TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS a 16" O.G. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" DRYWALL ON WALLS 4 11 L/ MAIN FLOOR 10" POURED CONC. 4" HIGH 20"x8" FOOTING RIO INSULATION 12 8F— ENGINEERED ROOF TRUSSES a 24" ON CENTER UPPER STAIRCASE co 11 RISERS a 1 1/2" BATH 1 1 PANT KITCHEN 3)12" LSL STRINGERS Q w 34" HIGH HANDRAIL 3/4" 5U5FLOOR 1'-0" MIN HEAD HEIGH _ Q C ENGINEERED FLOOR TRUSSES UNFINI5HED UNFINISHED BASEMENT + ALL CEILINGS IN LOWER LEVEL TO HAVE 1/2" DRYWALL. `A PROVIDE FIREBLOCKING 8 DRAFTSTOPPING PER CODE 3 1/2" CONCRETE FLOOR , I I 115LDING II O 5ECTION 8" POURED GONG. 4'-O" HIGH 20"xa" FOOTING SCALE:: 1/4" = 1-O" RIO INSULATION TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS a 16" O.G. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" DRYWALL ON WALLS 4 11 L/ MAIN FLOOR 10" POURED CONC. 4" HIGH 20"x8" FOOTING RIO INSULATION 12 8F— ENGINEERED ROOF TRUSSES a 24" ON CENTER 2n"Xlo" 1 FLUSH UPPER STAIRCASE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 11 RISERS a 1 1/2" TOTAL FINISHED 10" TREADS Q 3)12" LSL STRINGERS Q w 34" HIGH HANDRAIL GARAGE 1'-0" MIN HEAD HEIGH _ Q Li r Z 10'-/2" 2n"Xlo" 1 FLUSH 4-2 2'x10"ale" O.C. N mI CRAW 01 O MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED O TOTAL FINISHED 1804 899 Q w z GARAGE N Z Oxalb" O.C. L Zz Z r Q O 4-2 2'x10"ale" O.C. N mI CRAW 01 O BUILDINCs SECTION 'G' 0L,/4LC:: I/4" = I -CJ 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 CL pQ ; z0Q C:) ZQw ZQ= op11 0 Lu 0z I--- (D p=Z UQ O w 1,0 zU Zwpw`~" U 0 <CL wQLuDOz Q = O wm NLZL w u zU~=U w Uw =~J VZ'w0z pp Q !2. Lu co v) W L p 0 O U 13 m w N Q wUw pN z0j Z=OU'''p< CLu V~ Q O Q 0~ J cl Q< Lu Zozz— wQ uuzZp} OZJw LU >- >-w0 0 QppLur mQU Z I wN QF0 pC 2w <pU Z `"LuQ=vi w CC z w O= Q FJwU JZ QO0= m ZQw O CL JZ~ Z3 LJJ zZQ"~ C•NUND Qw O p U z z J LL u m L U Q LL O Lu< lmJ V wzrzFS 3 0 C Q -i O Z Z C Z W a< W JZw a_ IL LuU1. zin i UpwLu C) P7- ZoQz t- Lujin0 0 0 m wz0J w p Z z > = w ZOz Lu I--- N Qw Ln Oz wp= Lu Q F- ww Om ? THE PRESTON DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 899 Q w z GARAGE N Z BUILDINCs SECTION 'G' 0L,/4LC:: I/4" = I -CJ 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 CL pQ ; z0Q C:) ZQw ZQ= op11 0 Lu 0z I--- (D p=Z UQ O w 1,0 zU Zwpw`~" U 0 <CL wQLuDOz Q = O wm NLZL w u zU~=U w Uw =~J VZ'w0z pp Q !2. Lu co v) W L p 0 O U 13 m w N Q wUw pN z0j Z=OU'''p< CLu V~ Q O Q 0~ J cl Q< Lu Zozz— wQ uuzZp} OZJw LU >- >-w0 0 QppLur mQU Z I wN QF0 pC 2w <pU Z `"LuQ=vi w CC z w O= Q FJwU JZ QO0= m ZQw O CL JZ~ Z3 LJJ zZQ"~ C•NUND Qw O p U z z J LL u m L U Q LL O Lu< lmJ V wzrzFS 3 0 C Q -i O Z Z C Z W a< W JZw a_ IL Lu U1. zin i UpwLu C) P7- ZoQz t- Lujin0 0 0 m wz0J w p Z z > = w ZOz Lu I--- N Qw Ln Oz wp= Lu Q F- ww Om ? THE PRESTON DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 SECTIONS 07 Z Q W 0. U z O 0 co M 8" POURED CONC. 4" HIGH 20"x8" FOOTING RIO INSULATION 12" ml]® ENGINEERED ROOF TRUSSENTER ON PRIMARY SUITE I I imurDsOOM MECHANICAL STAIRCASE 11 RISERS 6 1 1/2" 10" TREADS 3)12" LSL STRINGERS 34" HIGH HANDRAIL 1'-0" MIN HEAD HEIGHT 2"x10"llb" O.C. STAIRCASE 16 RISERS -0 1 1/4" 10" TREADS 3)12" LSL STRINGERS 34" HIGH HANDRAIL 1'-0" MIN HEAD HEIGHT f Hill cs BATN BEDROOM 2 12 8F— 3/4" SUBFLOOR ENGIN RED OOR USSE BATH LU p ENTRY U 5ULDING SECTION 'D' OL,/4L> 1/4 = 1 —v 3/4" SUBFLOOR jI I MAIN FLOOR ED FL R TR SES UNFINI5HED UNFINISHED BASEMENT ALL CEILINGS IN LOWER LEVEL TO HAVE 1/2" DRYWALL. PROVIDE FIREBLOCKING 4 DRAFTSTOPPING PER CODE 3 1/2" CONCRETE FLOOR N 8" POURED GONG. V-4" HIGH 20 x8 FOOTING RIO INSULATION X®n ENGINEERED ROOF TRUSSES a 24" ON CENTER 2X6 GARAGE WALLS a 16" O.G. DRYWALL ON WALLS 8 CEILING PROVIDE FIRESTOP AT ALL SEAMS, GAPS, AND PENETRATIONS 3 1/2" CONCRETE FLOOR LY, m BUILDING= SECTION 'E'. 1 O ,HLC== 1/4 = 1 -V 1-411 - All uw TYPICAL GARAGE EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS 6 16" O.C. POLY VAPOR BARRIER 8 POURED CONIC. 4'-0" HIGH 20"x8" FOOTING 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 04O Z Q Z O = 0 w ~ O 2703 Dw -- Lu O=Z UQ O wcwnwZ CL0 z Qwc~i 00 z J C wQw00z Q = O 0U~=UwmNLZw J UZz0( w 0 LLL. z N wwUm0 m W U 0 VLL' N O U ZQ 0 w N Q w Z=OU'-'-'0C) O Q J o ~ Q ZozzN N Q _ o w=) pJ O°QU 0wQ W O WzzO} LE0ZJwOQ Q OL'u->- z Q0U p,Q O w w Z Ljv'Q CC z w 0 0= 0= m Q F-JwU JZ Q Q w 0 CL J Z~ Z 3 zLJJ Z Z Q af~ ONUNwp QL.0 LU OowpOv„EEoQUzZJLL W Q mU p J Q U 0uwZz U wC w 0 zQ0 Z z_waf w_ JZ W Lu U w Zw U p ) Lu Q F- JZ 090 z p Q mIL= zz<U< C) Q Z Z o W i W R L z O Q Q w LU F- N0ZZ www 0w LL. On THE PRESTON Lu w 0 Z N 0 w wW C -)Z 1w U z im 0 o Z O 0 U Iz W 00 0 W r. 0:2U M Q 1qT Lu Z O Z V DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 SECTIONS a co lq N O N Lu n O n W n Z O V) LU ry n w Z o 00 N cy) Lu Z Z Q w r) Z Q W O FRONT VIEUJ EXTENT OF HEADER WITH DOUBLE PORTAL FRAME TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME ONE BRACED WALL PANEL) SEE PLAN FOR GARAGE DOOR WIDTH CONTINUOUS HEADER - SEE PLAN FOR SIZING MINIMUM 3"x11 1/8" HEADER. IF 1/2" SPACER IS USED, PLACE ON BACK SIDE OF HEADER. STEEL HEADERS ARE PROHIBITED FASTEN SHEATHING TO HEADER WITH SD GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN HEADER TO JACK STUD -STUD STRAP PER TABLE 8602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING TENSION STRAP PER TABLE 602.10.6.4. (ON OPPOSITE SIDE OF SHEATHING PANEL SPLICE (IF NEEDED) PANEL EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN 24" OF MID HEIGHT. ONE ROW OF 3" O.C. NAILING IS REQUIRED IN EACH PANEL EDGE MINIMUM DOUBLE 2"x6" POST (KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES 8602.1 (l) AND 2) MINIMUM DOUBLE 2"x6" FRAMING COVERED WITH MINIMUM 1/16" THICK WOOD STRUCTURAL PANEL SHEATHING WITH SD COMMON ON GALVANIZED BOX NAILS 3" O.C. IN ALL FRAMING (STUDS AND SILLS) AS SHOWN (TYPICAL) MINIMUM LENGTH OF PANEL PER TABLE 8602.10.5 MINIMUM TWO (2) 1/2" DIAMETER ANCHOR BOLTS INSTALLED PER SECTION 8403.1.6 WITH 2"x2"x3/16" PLATE WASHER ANCHOR BOLTS PER SECTION 8403.1.6 PORTAL FRAME AT GARAGE FRONT SGALE:: 3/411 = 11-01' RADON CONTROL SYSTEM - PASSIVE COMPLIES WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND 2020 MINNESOTA RESIDENTIAL CODE -1303.2402 PASSIVE RADON CONTROL SYSTEM MEANS A SYSTEM DESIGNED TO ACHIEVE LOWER AIR PRESSURE BELOW THE SOIL -GAS MEMBRANE RELATIVE TO THE INDOOR AIR PRESSURE BY USE OF A VENT PIPE THAT RELIES ON STACK EFFECT TO PROVIDE AN UPWARD FLOW OF AIR FROM BENEATH THE SOIL -GAS MEMBRANE. RADON GAS MEANS A NATURALLY OCCURRING, CHEMICALLY INERT, RADIOACTIVE GAS. SEALED MEANS TO PREVENT THE MOVEMENT OF AIR OR AIRBORNE GASES THROUGH A FLOOR, WALL, OR 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 SIDE 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" PITTING, 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 z0JQ q 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 i ALL INTERIOR WALLS TO HAVE 1/2" DRYWALL. SEE FIRE PROTECTION NOTES FOR DRYWALL IN GARAGE, LOWER NEAR RADON PIPING LEVEL, AND UNDER STAIRS 11. am GENERAL I. FLOORING IS NOTED ON PLANS. FLOORING BREAKS INDICATED AS QpU REQUIRED. 2. Y FRAMING I. X 2. 6. 4 1. ALL INTERIOR WALLS ARE 2x4 6 16" O.C. 8. ALL DIMENSION LUMBER HEADERS TO HAVE MINIMUM ONE TRIMMER w w 0 AT EACH END UP TO 5'-0" SPAN. 9. O OUJ 10. O° 4" SCHEDULE 40 VENT PIPE EQUAL, ALL POINT LOAD SUPPORTS ((JACK STUDS) TO BE CARRIED WITH RADON REDUCTION SYSTEM m LABELED AT EACH FLOOR Om a RUN THROUGH CONDITIONED FRONT VIEUJ EXTENT OF HEADER WITH DOUBLE PORTAL FRAME TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME ONE BRACED WALL PANEL) SEE PLAN FOR GARAGE DOOR WIDTH CONTINUOUS HEADER - SEE PLAN FOR SIZING MINIMUM 3"x11 1/8" HEADER. IF 1/2" SPACER IS USED, PLACE ON BACK SIDE OF HEADER. STEEL HEADERS ARE PROHIBITED FASTEN SHEATHING TO HEADER WITH SD GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN HEADER TO JACK STUD -STUD STRAP PER TABLE 8602.10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING TENSION STRAP PER TABLE 602.10.6.4. (ON OPPOSITE SIDE OF SHEATHING PANEL SPLICE (IF NEEDED) PANEL EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN 24" OF MID HEIGHT. ONE ROW OF 3" O.C. NAILING IS REQUIRED IN EACH PANEL EDGE MINIMUM DOUBLE 2"x6" POST (KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES 8602.1 (l) AND 2) MINIMUM DOUBLE 2"x6" FRAMING COVERED WITH MINIMUM 1/16" THICK WOOD STRUCTURAL PANEL SHEATHING WITH SD COMMON ON GALVANIZED BOX NAILS 3" O.C. IN ALL FRAMING (STUDS AND SILLS) AS SHOWN (TYPICAL) MINIMUM LENGTH OF PANEL PER TABLE 8602.10.5 MINIMUM TWO (2) 1/2" DIAMETER ANCHOR BOLTS INSTALLED PER SECTION 8403.1.6 WITH 2"x2"x3/16" PLATE WASHER ANCHOR BOLTS PER SECTION 8403.1.6 PORTAL FRAME AT GARAGE FRONT SGALE:: 3/411 = 11-01' RADON CONTROL SYSTEM - PASSIVE COMPLIES WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE AND 2020 MINNESOTA RESIDENTIAL CODE -1303.2402 PASSIVE RADON CONTROL SYSTEM MEANS A SYSTEM DESIGNED TO ACHIEVE LOWER AIR PRESSURE BELOW THE SOIL -GAS MEMBRANE RELATIVE TO THE INDOOR AIR PRESSURE BY USE OF A VENT PIPE THAT RELIES ON STACK EFFECT TO PROVIDE AN UPWARD FLOW OF AIR FROM BENEATH THE SOIL -GAS MEMBRANE. RADON GAS MEANS A NATURALLY OCCURRING, CHEMICALLY INERT, RADIOACTIVE GAS. SEALED MEANS TO PREVENT THE MOVEMENT OF AIR OR AIRBORNE GASES THROUGH A FLOOR, WALL, OR 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 SIDE 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" PITTING, 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 z0JQ 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 QpU REQUIRED. 2. FLOORING BREAKS BETWEEN ROOMS SHALL BE CENTERED FRAMING NOTES I. ALL HEADERS AND POSTS DESIGNED AND SIZED BY SUPPLIER. 2. ALL HEADERS 2-2X10 UNLESS NOTED ON PLAN. 6. ALL EXTERIOR WALLS ARE 2x6 6 16" O.C. 1. ALL INTERIOR WALLS ARE 2x4 6 16" O.C. 8. ALL DIMENSION LUMBER HEADERS TO HAVE MINIMUM ONE TRIMMER w w 0 AT EACH END UP TO 5'-0" SPAN. 9. HEADERS GREATER THAN 5'-0" TO HAVE MIN. TWO TRIMMERS AT OUJ EACH END. 10. ALL CONNECTIONS TO BE MADE WITH ADEQUATE SIMPSON, USP, OR 4" SCHEDULE 40 VENT PIPE EQUAL, ALL POINT LOAD SUPPORTS ((JACK STUDS) TO BE CARRIED WITH RADON REDUCTION SYSTEM THROUGH EACH FLOOR AND SOLIDLY BEAR ON THE FOUNDATION. LABELED AT EACH FLOOR www Om PROVIDE SOLID BLOCKING AT ALL POINT LOAD LOCATIONS IN RUN THROUGH CONDITIONED FLOOR SYSTEM BELOW. SPACE WHERE POSSIBLE. 11. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE PROVIDE R4 MINIMUM INSULATION TREATED. AT ALL UNCONDITIONED SPACES 12. TWO BEADS OF CAULKING ON ALL INTERIOR AND EXTERIOR WALL PLATES. SUMP BASKET SEAL BASKET LID CAULK ALL JOINTS AND FOUNDATION OPENINGS ENTIRE PERIMETER) 4" UNIFORM LAYER OF 3/4" OF CLEAN AGGREGATE PVC 'TEE' FITTING DRAIN TILE LOOP 6 MIL POLY. BARRIER TAPE SEAMS WITH 12" OVERLAP (MIN.) RADON MITIGATION SYSTEM C.A!!_G:: /4" = I' -V" t -',4551V1= - SUITIr 11=KI'IIN,lIIVN 10. THE VENT PIPE SHALL BE PRIMED AND GLUED AT ALL FITTINGS AND SHALL EXTEND UP FROM THE RADON CONTROL SYSTEM'S COLLECTION POINT TO A POINT TERMINATING A MINIMUM OF 12 INCHES (305 MM) ABOVE THE ROOF. THE VENT PIPE SHALL BE LOCATED AT LEAST 10 FEET (3,048 MM) AWAY FROM ANY WINDOW OR OTHER OPENING INTO THE CONDITIONED SPACES OF THE BUILDING. 11. VENT PIPES ROUTED THROUGH UNCONDITIONED SPACES SHALL BE INSULATED WITH A MINIMUM OF R-4 INSULATION. VENT PIPES WITHIN THE CONDITIONED ENVELOPE OF THE BUILDING SHALL NOT BE INSULATED. 12. ALL COMPONENTS OF THE RADON GAS VENT PIPE SYSTEM SHALL BE INSTALLED TO PROVIDE DRAINAGE TO THE GROUND BENEATH THE SOIL -GAS MEMBRANE. 13. RADON GAS VENT PIPES SHALL BE PROVIDED WITH SPACE AROUND THE VENT PIPE FOR FUTURE INSTALLATION OF A FAN. THE SPACE REQUIRED FOR THE FUTURE FAN INSTALLATION SHALL BE A MINIMUM OF 24 INCHES IN DIAMETER, CENTERED ON THE AXIS OF THE VENT PIPE, AND SHALL EXTEND A MINIMUM DISTANCE OF 3 VERTICAL FEET. 14. ALL RADON GAS VENT PIPES SHALL BE IDENTIFIED WITH AT LEAST 1 LABEL ON EACH STORY AND IN ATTICS AND CRAWL SPACES. THE LABEL SHALL READ: "RADON GAS VENT SYSTEM." 15. COMBINATION BASEMENT/CRAWL SPACE OR SLAB -ON GRADE/CRAWL SPACE FOUNDATIONS SHALL HAVE SEPARATE RADON GAS VENT PIPES INSTALLED IN EACH TYPE OF FOUNDATION AREA. EACH RADON GAS VENT PIPE SHALL TERMINATE ABOVE THE ROOF OR SHALL BE CONNECTED TO A SINGLE VENT PIPE THAT TERMINATES ABOVE THE ROOF. 16. A POWER SOURCE CONSISTING OF AN ELECTRICAL CIRCUIT TERMINATING IN AN APPROVED ELECTRICAL BOX SHALL BE INSTALLED DURING CONSTRUCTION IN THE ANTICIPATED LOCATION OF THE VENT PIPE FAN TO ALLOW FOR THE FUTURE INSTALLATION OF A FAN INTO A PASSIVE RADON CONTROL SYSTEM TO MAKE THE SYSTEM AN ACTIVE RADON CONTROL SYSTEM. THE POWER SOURCE SHALL NOT BE INSTALLED IN ANY CONDITIONED SPACE, BASEMENT, OR CRAWL SPACE. ROOF FRAMING NOTES 1. ROOF TRUSSES TO BE ENGINEERED AT 24" ON CENTER. 2. EXTERIOR DIMENSIONS ARE TAKEN FROM OUTSIDE EDGE OF EXTERIOR SHEATHING. 3. HOLD ROOF TRUSSES BACK 1" FROM OVERALL WALL DIMENSION TO ACCOUNT FOR 1/2" SHEATHING. (EXAMPLE: 28'-0" WOULD BE 21'-11"). 4. MINIMUM PLATE HEIGHT AT LIVING AREAS IS TO BE 8" FOUNDATION NOTES 1. FOUNDATION WALLS SHALL BE CONSTRUCTED OF CAST -IN-PLACE CONCRETE. 2. WALL THICKNESS IS NOMINAL UNLESS STATED OTHERWISE. 3. TYPICAL FOUNDATION HEIGHT IS 8'-4" 4. GRADE TO BE MINIMUM OF 6" BELOW TOP OF FOUNDATION WALL AND SLOPE DOWNWARD AWAY WITH -IN FIRST 10'-O" OR HAVE ADEQUATE SWALE PROVIDED. 5. FOUNDATION WALLS SHALL BE MINIMUM OF 3000 PSI. 6. FOOTINGS SHALL BE MINIMUM OF 5000 PSI. 1. ANCHOR BOLTS TO BE 1/2" AND PLACED 12" ON CENTER AND WITH -IN 12" FROM EACH CORNER, INTERSECTION AND END. 8. EACH SECTION OF WALL MUST HAVE TWO(2) ANCHOR BOLTS PLACED WITH -IN 4" TO 12" FROM END UNLESS WALL IS LESS THAN 24" LONG IN WHERE ONLY ONE (1) ANCHOR BOLT IS REQUIRED. 9. HORIZONTAL BARS MAY BE PLACED ANYWHERE IN WALLS AS LONG AS 2" OF COVERAGE IS MAINTAINED. 10. SEE GENERAL FOUNDATION DETAILS FOR ADDITIONAL. WINDOW WELLS 1. MAXIMUM INSIDE WINDOW WELL IS 12" 2. WELL WALLS ARE TO BE MINIMUM 8" THICK PLACES MONOLITHICALLY WITH HOUSE WALLS AND HORIZONTAL BARS EXTENDED INTO HOUSE WALLS AND AROUND CORNERS. 3. PROVIDE TWO ADDITIONAL VERTICAL BARS AND ONE ADDITIONAL ANCHOR BOLT PER OPENING. DOOR AND WINDOW NOTES 1. DOORS ARE NOTED AS NOMINAL - 3068 = 3'-0" WIDE x 6'8" HIGH 2. DOORS ARE TO BE SWING UNLESS INDICATED OTHERWISE. 3. WINDOWS ARE NOTED AS NOMINAL - 6050 = 6'-O" WIDE x5' -O" HIGH. ROUGH OPENING NOTE: ADD 1/4" TO NOMINAL WINDOW SIZE. EXAMPLE: 5040 WINDOW ROUGH OPENING (R.O.) IS 60 1/4" x 48 1/4" T. Wil II VI./ I%. ," I _ I I I _ /"I`1&-/ I../ 1 1 I VI V ../I ..'I 1 5. WINDOWS INDICATE SPECIAL NOTES SUCH AS EGRESS OR TEMPERED. 6, TYPICAL WINDOW HEIGHT ON MAIN FLOOR, UPPER FLOOR, WALKOUT AND FULL BASEMENT FOUNDATIONS IS 6' -ll 3/8" ABOVE FINISHED FLOOR (AFF) 1. LOOKOUT FOUNDATION - THE WINDOWS ARE SET ON TREATED DOUBLE BOTTOM PLATE. EGRESS NOTES EGRESS WINDOWS SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 310 BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. WINDOW REQUIREMENTS I. OPEN FROM INSIDE WITHOUT KEYS, SPECIAL TOOLS, OR KNOWLEDGE 2. MINIMUM OPENING SIZE: 5.1 SQUARE FEET 3. CLEAR OPENING HEIGHT NOT LESS THAN 24" AND CLEAR OPENING WIDTH NOT LESS THAN 20" 4. SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR WINDOW WELL REQUIREMENTS 1. SHALL NOT BE LESS THAN 9 SQUARE FEET 2. SHALL NOT BE LESS THAN 36" (CLEAR) FROM EDGE OF EXTERIOR WALL TO INSIDE EDGE OF WELL. WINDOW SHOULD BE ABLE TO BE FULLY OPENED. 3. WELLS WITH AN DEPTH OF GREATER THAN 44" SHALL BE EQUIPPED WITH PERMANENTLY FIXED LADDER PER CODE. 4. WINDOW WELLS SHALL BE PROVIDED WITH ADEQUATE MEANS OF DRAINAGE TEMPERED GLASS NOTES TEMPERED GLASS SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 308 WINDOWS SHALL BE TEMPERED IN THE FOLLOWING SCENARIOS: 1. BOTTOM EDGE OF WINDOW IS LESS THAN 18" AFF 2. SIZE OF WINDOW PANEL IS GREATER THAN 9 SQUARE FEET. 3. IN ALL ENTRY AND PATIO DOORS, ALONG WITH ANY INTERIOR DOOR WITH GLASS IN THE DOOR PANEL 4. EDGE OF WINDOW IS LESS THAN 24" FROM EITHER SIDE OF THE DOOR, ON THE SAME WALL/PLANE AND THE BOTTOM OF THE BOTTOM EDGE OF WINDOW IS LESS THAN 60" AFF 5. EDGE OF THE WINDOW IS LESS THAN 24" FROM THE HINGE SIDE OF DOOR, ON AN ADJACENT WALL AND THE BOTTOM OF THE BOTTOM EDGE OF WINDOW IS LESS THAN 60" A.F.F. 6. BATHTUBS: LESS THAN 60" VERTICALLY OR HORIZONTALLY FROM A BATHTUB OR HOT TUB. 1. SHOWERS: LESS THAN 60" HORIZONTALLY FROM A SHOWER IF BOTTOM OF WINDOW IS LESS THAN 60" ABOVE FLOOR. 8. STAIRS: BOTTOM EDGE OF WINDOW IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRS, LANDINGS AND RAMPS 9. ADJACENT TO LANDING: BOTTOM EDGE OF THE WINDOW IS LESS THAN 36" A.F.F. AND WITH -IN 60" OF THE BOTTOM STAIR. STAIR NOTES STAIRS SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 311.7 1. TREADS SHALL BE MINIMUM OF 10" 2. RISERS SHALL BE MAXIMUM OF 1 3/4" 3. MINIMUM WIDTH SHALL BE NOT LESS THAN 36" (CLEAR). 4. MINIMUM HEADROOM SHALL BE MINIMUM OF 6'-8" FROM THE SLOPED LINE OF TREAD NOSING TO CEILING AT ALL POINTS ALONG STAIR RUN. 5. MINIMUM OF 36" LANDING SHALL BE PROVIDED AT BOTTOM OF STAIRS 6. HANDRAILS SHALL BE PROVIDED ON ONE SIDE OF STAIRS IF OVER 4 RISERS. 1. ALL RAILINGS TO HAVE LESS THAN 4" SPACE BETWEEN BALUSTERS. FIRE PROTECTION NOTES SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 302 1. CEILINGS IN MECHANICAL, STORAGE AREAS, AND UNDER STAIRS TO HAVE 1/2" DRYWALL INSTALLED. 2. WALLS AND CEILINGS IN GARAGE TO HAVE 1/2" DRYWALL INSTALLED. 3. DOORS BETWEEN GARAGE AND HOUSE SHALL BE 20 -MINUTE FIRE RATED. 4. FIREBLOCKING SHALL BE PROVIDED TO STOP VERTICAL AND HORIZONTAL. CONGEALED DRAFT OPENINGS. 5. DRAFTSTOP ANY PENETRATIONS, GAPS, OR SEAMS. SMOKE DETECTOR NOTES SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 314 1. DETECTORS TO BE INSTALLED ON CEILINGS 2. TO BE INSTALLED INSIDE EACH SLEEPING ROOM, OUTSIDE THE IMMEDIATE AREA (WITH -IN 10'-O") OF EACH SLEEPING ROOM, AND AT LEAST ONE (1) ON EACH FLOOR OF THE HOME. NOTE: DETECTORS IN HALLWAYS, OR AREA OUTSIDE OF SLEEPING AREAS SHALL BE COMBINATION SMOKE/CARBON MONOXIDE DETECTORS WHERE EVER POSSIBLE AND SHALL ABIDE BY IRC SECTIONS 314 AND 315. 3. SHALL NOT BE INSTALLED WITH -IN 3'-0" OF A BATHROOM. 4. SHALL BE INTERCONNECTED 5, SHALL BE HARDWIRED WITH BATTERY BACK UP, CARBON MONOXIDE NOTES SHALL ABIDE BY ALL SPECIFICATIONS INDICATED IN IRC SECTION 315 1. DETECTORS TO BE INSTALLED ON CEILINGS. 2. SHALL BE INSTALLED OUTSIDE THE IMMEDIATE AREA (WITH -IN 10'-0" OF EACH SLEEPING AREA 3. SHALL BE INSTALLED INSIDE OF A SLEEPING AREA WHERE A GAS FIREPLACE IS PRESENT IN THE ROOM. 4. SHALL BE COMBINATION SMOKE/C.O. WHERE EVER POSSIBLE. SEE NOTE ABOVE. 5. SHALL BE INTERCONNECTED 6. SHALL BE HARDWIRED WITH BATTERY BACK UP. MECHANICAL NOTES I. MECHANICAL ROOMS TO HAVE 1/2" DRYWALL ATTACHED TO CEILING AND PROVIDE ADEQUATE FIRESTOP PER CODE. 2. FURNACE AND AIR CONDITIONER TO BE HIGH EFFICIENCY. 3. SUMP BASKET TO BE PLACED AS CLOSE TO FOOTINGS AS POSSIBLE BE TIED INTO DRAIN TILE SYSTEM WITH SUMP PUMP TO EXTERIOR. 4. RADON SYSTEM TO BE TIED INTO DRAIN TILE SYSTEM - SEE RADON DETAIL ON THIS PAGE. 5. SEWER CLEAN OUT TO BE PLACED AS CLOSE TO EXTERIOR FOOTING AS POSSIBLE AND EASILY ACCESSIBLE. 6. FLOOR DRAIN TO BE LOCATED IN MECHANICAL ROOM 1. TWO HOSE BIBBS ARE PROVIDED (MINIMUM). ONE ON SIDE OF HOME NEAR FRONT, OPPOSITE OF GARAGE AND SECOND AT REAR OF HOME, OPPOSITE SIDE OF FRONT. NOSE BIBBS ARE FROST PROOF AND ANTI -SIPHON. 8. AIR CONDITIONING UNITS ARE MOUNTED ON SIDE OF HOME. WALKOUT AND LOOKOUT - MOUNTED ON RAISED STEEL BRACKET FULL FOUNDATION - MOUNTED ON FIBERGLASS PAD. DISCONNECT AND WP GFCI OUTLET PROVIDED AT LOCATION. 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R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" GYP BOARD ON WALLS o z 4 z O J o __j K Z OU Q LL V z z 0 63 Y O I a O z a LL wKuJ00z Q = O LU m O z p L ENGINEERED FLOOR I z RIO INSULATION U0 I U W=) P— o J mQU O O z pU pZ,K ca 7 O CC ZZ w Q 0 o_ cqa Q JwU JZ Q w O ENGINEERED FLOOR TRUSSES PER PLAN ZLu zZK"~ O z w z mU CD J r 0 ww Q O Z O Mr0 in 0 m00Ji J- Uo"'o w Cl SEE 'TYPICAL p m w = U U U WALKOUT WALL' DETAIL z O w=ONUUw Ji 20"x8" FOOTING Om RIO INSULATION GRADE N 0 II I I 8" POURED GONG. I I 4'-0" HIGH I I 20"x8" FOOTING I I RIO INSULATION I I I I I I I I I I WALKOUT FOUNDATION ( UINC O I UK T ENGINEERED ROOF TRUSS 10 24" O.C. DESIGN BY MANUFACTURER PER PLANI 12 I I I I I I I 1 TRUSS DETAIL' 0 SEE 'TYPICAL = TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 7/16" SHEATHING 2x6 STUDS -, 16" O.C. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" GYP BOARD ON WALLS WINDOW TO BE SET ON DOUBLE BOTTOM PLATE 42" HIGH WINDOW MAX u SEE 'TYPICAL LOOKOUT WALL' DETAIL N O GRADE I tu I I o z 4 z O J o __j K Z OU Q LL SEE 'TYPICAL z z 0 63 Y O I a O I a LL wKuJ00z Q = O LU m 0 z p L ENGINEERED FLOOR I z RIO INSULATION U0 I I W=) P— o J mQU to J: O z pU pZ,K ca 7 O CC ZZ w Q 0 o_ cqa Q JwU JZ Q w O ENGINEERED FLOOR TRUSSES PER PLAN WINDOW TO BE SET ON DOUBLE BOTTOM PLATE 42" HIGH WINDOW MAX u SEE 'TYPICAL LOOKOUT WALL' DETAIL N O GRADE I tu I I 01 0 1 LOOKOUT FOUNDATION4 SCALE:: 3/8" = I' -O" ONE STORY ENGINEERED ROOF TRUSS a 24" O.C. DESIGN BY MANUFACTURER PER PLAN 12 I I I I I I I I TRUSS DETAIL' 0 SEE 'TYPICAL ILu TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS 6 16" O.C. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" GYP BOARD ON WALLS CL N Lu 4 z O J o __j K Z OU Q 8" POURED CONC, SEE 'TYPICAL z GARAGE O=Z UQ O w 4 3'-6" HIGH I a I Lu wKuJ00z Q = O LU 20"x8" FOOTING I I p L ENGINEERED FLOOR I z RIO INSULATION I I I 01 0 1 LOOKOUT FOUNDATION4 SCALE:: 3/8" = I' -O" ONE STORY ENGINEERED ROOF TRUSS a 24" O.C. DESIGN BY MANUFACTURER PER PLAN 12 I I I I I I I I TRUSS DETAIL' 0 SEE 'TYPICAL ILu TYPICAL EXTERIOR CLADDING PER ELEVATION HOUSEWRAP 1/16" SHEATHING 2x6 STUDS 6 16" O.C. R20 INSULATION BAFFLES POLY VAPOR BARRIER 1/2" GYP BOARD ON WALLS PULL HEIGHT FOUNDATION( O/0- = I -U UINC O I UK 1 JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q} CL N Lu 4 z O J o __j K Z OU Q o SEE 'TYPICAL z GARAGE O=Z UQ O w WALL DETAIL E wvV, U 0 a I Lu wKuJ00z Q = O LU 1 LL I p L ENGINEERED FLOOR I z TRUSSES PER PLAN 0 I Zozz- Y W=) P— o J mQU I O z pU pZ,K ca 7 O CC ZZ w Q 0 o_ cqa Q JwU JZ Q w O z LL ZLu zZK"~ 0 z z mU CD J Q U OWZ z ( wC wL'u0=— 3 0 ww Q O Z Z Z waf w QzU—> Mr0 PULL HEIGHT FOUNDATION( O/0- = I -U UINC O I UK 1 JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q} CL N Lu 4 z O J o __j K Z OU Q zp= SEE 'TYPICAL 2703 GARAGE O=Z UQ O w WALL DETAIL E wvV, U 0 a I wKuJ00z Q = O LU 1 Nww J I p L ENGINEERED FLOOR I W Fui U O Uw pw TRUSSES PER PLAN GRADE I I Zozz- O Q W=) P— o J mQU I po2wx z pU pZ,K V Z`"wQ=N CC ZZ w Q 0 o_ O= m Q JwU JZ Q w O z Z3ZD ZLu zZK"~ C•NUN0 ODw LU z U z Z J u— W K mU CD J Q U OWZ z ( wC wL'u0=— 3 0 ww Q O Z Z Z waf w QzU—> Mr0 in 0 m00Ji J- Uo"'o 8" POURED GONG. C4 z p m w = U U ZNE V-4" HIGH O w=ONUUw Ji 20"x8" FOOTING Om RIO INSULATION N O lK O SEE 'TYPICAL FOOTING DETAIL' 4 I I 10 01 PULL HEIGHT FOUNDATION( O/0- = I -U UINC O I UK 1 JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 Z Q} CL N J N Q w z O J o __j K Z OUzQ zp= C-4 2703 GARAGE O=Z UQ O w cwnw0zwz; o(D 0 E wvV, U 0 z L0 00 wKuJ00z Q = O LULu W OUB Nww J U Z'—'W DZ p L Q NII ( m W Fui U O Uw pw O U zoo w N Q w Z<u1,0 o Zozz- O Q W=) P— o J mQU CLx W O WzzO Z}0OJw O Q Q O O po2wx z pU pZ,K w Z`"wQ=N CC ZZ w Q 0 o_ O= m Q JwU JZ Q w O a JZ~ Z3ZD ZLu zZK"~ C•NUN0 ODw LU 0LUP7- 0QwUzZJu— W K mU CD J Q U OWZ z ( wC wL'u0=— 3 0 ww Q O Z Z Z waf w QzU—> Mr0 in 0 m00Ji J- Uo"'o 0u __ j C4 z p m w = U OQ ZNE w wU 0ZKNZ O w=ONUUw Ji www Om THE PRESTON Q W W0 Z cel ( w LU W D Z Lu 0 o Z U V)O Lu %0 C4 U w O DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 TYPICAL WALL 10 N 0 N L6 Lu Q 0 O J n Lu n z 0 V) Lu IY n Lu z o 00 N 7 W Q z Z Q o- r) Z Q CL H W CL U z O w m n O 2"x6" STUD WALL a 16" O.G. R-20 BATT INSULATION 7/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER ELEVATION I EXTERIOR I FWANTZ FOUNDATION WALL ANGLE METAL DRIP CAP GROUND BREAKER z it GRADE 2 MIN. CLEAR d ° 2" CERTA-STUD (RIO)- 0" RIO) 8" POURED CONCRETE WALL ° dA 1/2" DRYWALL ACOUSTICAL CAULK R-20 CLOSED CELL FOAM INSULATION. COVER EXPOSED TOP OF FOUNDATION WALL FINISHED FLOOR PER PLAN 3/4" T4G 5U5FLOOR 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 IF I 1/2" DRYWALL 2 "x6" STUD WALL In 1, 2"x6" STUD WALL R-20 CLOSED CELL FOAM a 16" O.C. TOTAL FINISHED INSULATION AT RIM. R-20 BATT INSULATION 899 1/2" DRYWALL 1/16" SHEATHING 1 i, FINISHED FLOOR WATER RE515TANT 3/4" T4G 5U5FLOOR BARRIER (HOUSE WRAP) ff I VENEER PER PLAN R-20 CLOSED CELL FOAM FLOOR TRUSS PER PLAN VENEER PER ELEVATION TOP OF FOUNDATION WALL TOP OF FOUNDATION WALL I EXTERIOR EXTERIOR 1 I FWANTZ FOUNDATION FINISHED FLOOR PER PLAN FLASHING AS WALL ANGLE 1 I FINISHED FLOOR PER PLAN METAL DRIP CAP I VENEER PER REQUIRED I GROUND BREAKER 3/4" T4G SUBFLOOR ELEVATION MIN. 6" BELOW GRADE TRIM PER PLAN Z II I GRADE 2" MIN. CLEAR FLOOR TRUSS PER PLAN LEDGER FLASHING 1/2" DRYWALL x/16" SHEATHING PLANPR i 0- 2" CERTA-STUD (RIO)- RIO) R-20 CLOSED CELL FOAM METAL SOFFIT PER PLAN i INSULATION AT BOTTOM 2"x6" STUD WALL a 16" O.G.1/2" I DRYWALL R-20 BATT INSULATION dr 1/16" SHEATHING \[j INTERIOR WATER RE515TANT BARRIER (HOUSE WRAP) VENEER PER ELEVATION III IGANTILEvERED FLOOR AT UPPE" = - 0115CALE.. 111 11R 2"x6" STUD WALL 1 2"x6" STUD WALL MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED a 16" O.C. TOTAL FINISHED 1/2" DRYWALL R-20 BATT INSULATION I 899 1/2" DRYWALL I 7/16" SHEATHING GARAGE R-20 BATT INSULATION I WATER RESISTANT BARRIER (HOUSE WRAP) 1 I I VENEER PER PLAN R-20 CLOSED CELL FOAM INSULATION. COVER EXPOSED 2"X6" LADDER FRAME AT EXTERIOR 1 TOP OF FOUNDATION WALL TOP OF FOUNDATION WALL EXTERIOR 1 I FWANTZ FOUNDATION FINISHED FLOOR PER PLAN BARRIER (HOUSE WRAP) i WALL ANGLE 1 I FINISHED FLOOR PER PLAN METAL DRIP CAP I VENEER PER I GROUND BREAKER 3/4" T4G SUBFLOOR ELEVATION MIN. 6" BELOW GRADE I I Z II I GRADE 2" MIN. CLEAR FLOOR TRUSS PER PLAN LEDGER FLASHING de d 0- 2" CERTA-STUD (RIO)- RIO) 0" 8" POURED dACONCRETEWALL 1/2" DRYWALL 1/2" DRYWALL 1/2" DRYWALL ACOUSTICAL CAULK ACOUSTICAL CAULK ACOUSTICAL CAULK R-20 CLOSED CELL FOAM 2"x6" STUD WALL R-20 CLOSED CELL FOAM 2"x6" STUD WALL R-20 CLOSED CELL FOAM INSULATION. COVER EXPOSED a 16" O.C. INSULATION. COVER EXPOSED a 16" O.C.INSULATION. COVER EXPOSED TOP OF FOUNDATION WALL R-20 BATT INSULATION TOP OF FOUNDATION WALL R-20 BATT INSULATION TOP OF FOUNDATION WALL FINISHED FLOOR PER PLAN 1/2" TYPE 'X' DRYWALL FINISHED FLOOR PER PLAN I/2" TYPE 'X DRYWALL FINISHED FLOOR PER PLAN DRAFT5TOP SEAMS, DRAFT5TOP SEAMS, 3/4" T4G 5U5FLOOR GAPS, E PENETRATIONS 3/4" T4G 5U5FLOOR GAPS, 4 PENETRATIONS 3/4" T4G 5U5FLOOR FLOOR TRU55 PER PLAN 1/2" SHEATHING -FLOOR TRUSS PER PLAN I/2" SHEATHING — \FLOOR TRUSS PER PLAN 1/2" DRYWALL ON ALL LOWER LEVEL CEILINGS PER FIRE CODE BLOCKING WITH 1/2" OSB SHEATHING AT 24" O.C. IN FIRST TWO BAYS FOR LATERAL RACKING PREVENTION I 2"x6" TREATED SILL WITH SILL SEALER 1/2" ANCHOR BOLT PER CODE I I 2"x4" FURRING WALL WITH L 1/2" DRYWALL - VERIFY WITH LOWER FLOOR PLAN 1" THERMAX SHEATHING FOAM INSULATION (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 e F i 1/2" DRYWALL II 2"x6" TREATED SILL SILL SEALER 4p° e 8 1/2" ANCHOR BOLT PER CODE e 4 ° e a a INTERIORda I" THERMAX SHEATHING FOAM INSULATION t 2"x4" FURRING WALL PER PLAN jGALE:: I" = 1'-0" PARALLEL / UNFINISHED SGALE:: 1" = 1'-0" FLUSH G;AKAG:E 2"x6" STUD WALL I Is 16" O.C. 1 R-20 BATT INSULATION 1 I 71/16" SHEATHING 1 WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER 1 ELEVATION I EXTERIOR I FLASHING AS REQUIRED N TRIM PER PLAN 7/1(o" SHEATHING I z II II METAL SOFFIT PER PLAN GRADE ` 2" MIN. CLEAR \\ ae 2" CERTA-STUD (R1O) d 8" POURED d CONCRETE WALL A NOTE: USE 51MP50N STRONG -TIE (OR SIMILAR) FASTENERS, BRACKETS, CONNECTORS, 4 ACHNOR5 AS REQUIRED PER CODE 1/2" DRYWALL 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 51DEWALL5 f GANTILEvEREP FLOOR AT MAIN 2 x6 STUD WALL a 16" O.C. R-20 BATT INSULATION 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER ELEVATION 3 1/2" CONCRETE SLAB SLOPED To FRONT STOOP EDGE ICE 4 WATER SHIELD\ 36" HIGH, LAP OVER SHEATHING AND CERTA-STUD c! 2" CERTA-STUD (R10)- 2" FOUNDATION LEDGE 2" CERTA-STUD (RIO) - 101, POURED CONCRETE WALL SC.ALt.. I" = I'-O"eCALE" 111 11 GARAG METAL DRIP CAP GROUND BREAKER TO TOP OF FOUNDATION 2" CERTA-STUD (R10)— 0 2" FOUNDATION - LEDGE 2" CERTA-STUD 10" POURED/ CONCRETE WALL 1/2" DRYWALL FI e I I 2"x6" TREATED SILL SILL SEALER 1/2" ANCHOR BOLT PER CODE de 8 INTERIOR e 1" THERMAX SHEATHING d ° d FOAM INSULATION e 2"x4" FURRING WALL d PER PLAN 1GARAGE AT HOUSE FOUNDATION' vKurrty c AKAc GEDAR FORCH AT HOUSE JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 zin 0-N CL pQw ZOQ No QQz ZQ zp= UC -4 0 w O Z Z' O 0= Z u Lu — N N ~' Q w, w 0,'z z ZULu Zwpw`~" 0 0 ILU wQw00z Q = O wm Nww a=U w0Uw =J UZ-woz o0LL LL' NwLuU W U0 OAU pmL-1INQwULu Lu zoo Z=i,,0_jC) O~0NQ 0~JC, Q Lu Zozz- OwQ WzzO} OoCLZJw w } w 0 p Q p O, r mQU Z--I pwZ,P7-Q O 0z02Lu ,pU Z v'Qp=N w CC ZZ w O= Q F-J U JZ Q 0 0= !Z: m Z Q w O CL J Z~ Z 3 ZD L J J Z `" Q ~ z C•NUND w O O< LLZ Q Z J w U m U Z Q U Q w O J w m J w Z Z U wC ww=3 ww j o Z Z CmL waf U"p F - L Lu0zpQZ w zz o mw=02R O Q w NQNB0zz Qw V) O=wp=OQ wLu ww Om I-__? THE PRESTON DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE 2"x6" STUD WALL MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1/2" DRYWALL a 16" O.G. I 899 1/2" DRYWALL 2703 GARAGE R-20 BATT INSULATION R-20 CLOSED CELL FOAM I R-20 CLOSED CELL FOAM INSULATION. COVER EXPOSED 7/16" SHEATHING I INSULATION. COVER EXPOSED TOP OF FOUNDATION WALL TOP OF FOUNDATION WALL WATER RESISTANT FINISHED FLOOR PER PLAN BARRIER (HOUSE WRAP) i FINISHED FLOOR PER PLAN 3/4" T4G 5U5FLOOR VENEER PER 3/4" T4G SUBFLOOR ELEVATION FFFFLOORTRUSSPERPLAN FLOOR TRUSS PER PLAN LEDGER FLASHING 0- 5/4"x6" CEDAR - 0- DECKING 2x TREATED i JOISTS PER PLAN i AT 16" ON CENTER I 2X TREATED LEDGER Jill PER PLAN MECHANICALLY i FASTENED W/ LAG SCREWS Ile 1/2" DRYWALL d° i l 1/2" DRYWALL 1METAL DRIP CAP e IIA Il 2"x6" TREATED SILL WITH Il 2"x6" TREATED SILL WITH SILL SEALER a ` 4 SILL SEALER 8 1/2" ANCHOR BOLT PER CODE 2" CERTA-STUD (RIO) d ° 1/2" ANCHOR BOLT PER CODE 1/2" DRYWALL e e ° 1/2" DRYWALL 4 INTERIOR EXTERIOR e d e e ° e ° INTERIOR m I" THERMAX SHEATHING e 1" THERMAX SHEATHING e ° e FOAM INSULATION 8" POURED t FOAM INSULATION CONCRETE WALL e d ° d 2"x4" FURRING WALL 2"x4" FURRING WALL PER PLAN PER PLAN GEDAR FORCH AT HOUSE JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE • SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645-5980 zin 0-N CL pQw ZOQ No QQz ZQ zp= UC -4 0 w O Z Z' O 0= Z u Lu — N N ~' Q w, w 0,'z z ZULu Zwpw`~" 0 0 ILU wQw00z Q = O wm Nww a=U w0Uw =J UZ-woz o0LL LL' NwLuU W U0 OAU pmL-1INQwULu Lu zoo Z=i,,0_jC) O~0NQ 0~JC, Q Lu Zozz- OwQ WzzO} OoCLZJw w } w 0 p Q p O, r mQU Z--I pwZ,P7-Q O 0z02Lu ,pU Z v'Qp=N w CC ZZ w O= Q F-J U JZ Q 0 0= !Z: m Z Q w O CL J Z~ Z 3 ZD L J J Z `" Q ~ z C•NUND w O O< LLZ Q Z J w U m U Z Q U Q w O J w m J w Z Z U wC ww=3 ww j o Z Z CmL waf U"p F - L Lu0zpQZ w zz o mw=02R O Q w NQNB0zz Qw V) O=wp=OQ wLu ww Om I-__? THE PRESTON DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET 01.15.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 TYPICAL DETAILS ION lq N 0 N L6 Lu Q 0 O J n L) n z O V) Lu ry n Lu z o 00 N cy) Lu Q z Z Q r) Z Q CL W CL U z O O o' m n O v 111 . 1/2" DRYWALL 2"x6" STUD WALL i NOTE: USE 5IMP50N STRONG -TIE R-20 CLOSED CELL FOAM 16 ° O.C. i LIJ INSULATION AT RIM. R-20 BATT INSULATION i AS REQUIRED PER CODE INTERIOR 7/16" SHEATHING; i ROOF PITCH FINISHED FLOOR WATER RESISTANT 2"x6" CEDAR TOP RAIL _ n 3/4" TSG 5U5FLOOR BARRIER (HOUSE WRAP) EXTEND MINIMUM OF 12" CEDAR OR METAL ER PER SELECTION FLOOR TRUSS PER PLAN VENEER PER ELEVATION UNDERSIDE OF ROOF SHEATHING FRIEZE PER PLAN SEE ELEVATION WINDOW TRIM PER ELEVATION O z WINDOW PER PLAN MDO EXTERIOR z 2"x6" CEDAR BOTTOM RAIL 0 EXTERIOR TREATED BEAM PER PLAN POLY VAPOR BARRIER FLASHING A6 R-49 INSULATION (MINIMUM) 12"x3/4" CEDAR SKIRT BOARD 10" (TYP) 2x TREATED DOUBLE 2"x6" TOP PLATE REQUIRED 4x24" (GRADE 40) DOWEL AT 16" ON CENTER I/2" DRYWALL EMBED 5" (MINIMUM) TRIM PER PLAN R-30 CLOSED CELL FOAM GALVANIZED POST INSULATION AT BOTTOM CAP CONNECTION 1/16" SHEATHING 6"x6" CEDAR P06T ALUMINUM SOFFIT EXTERIOR OPEN BELOW LIVING SPACE 2x6 STUD WALL 6 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 FINISHED FLOOR INTERIOR 3/4" T8G 6U5FLOOR 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 SPAC, , 5CALE.. 111 11E41 TYPICAL TRUSS DETAI.1 50% IN SOFFITS ASPHALT SHINGLES 15# ROOFING FELT WITH STARTER SHEATHING WITH CLIPS ----- — INSULATION BAFFLES 1'-4" (TYP) OVERHANG LINE OF EXTERIOR INTERIOR 2"x6" EXTERIOR STUD SHEATHING ABOVE WALL 16" O.C. I ° R-20 BATT INSULATION i 1/2" DRYWALL 2"x6" EXTERIOR STUD - 7/16" SHEATHING I/2" DRYWALL 1I WALL 6 16" O.C. i 1/2" ANCHOR BOLT PER CODE i I R-20 BATT INSULATION WATER RESISTANT ;' I/2" ANCHOR BOLT PER CODE2"x6" TREATED SILL BARRIER (HOUSE JWRAP) 1111111111 I1/16" SHEATHING i CLOSED CELL FOAM INSULATIONCAULKEDJOINTSVENEERPER WATER RESISTANT BY FRAMER ELEVATION TO COVER TOP OF EXPOSEDII FOUNDATION WALLBARRIER (HOUSE WRAP) i 2" Rl0 RIGID INSULATION EXTERIOR I 11 I/2" DRYWALL LEDGE ELEVATTIION R 3 1/2" CONCRETE FLOORMETAL DRIP CAP2" CERTA-STUD (RIO) INTERIO11 6 (GRADE 60) VERTICAL I EXTERIOR GROUND BREAKEREBAR REINFORCEMENT EXTEND 6" BELO1 1/2" FROM INSIDE FACE PLYWOOD SUB -LEDGEziGRADE (MINIMUM) Il GRADE (l 2"x8" TREATED SILL II . GRADE 2" MIN. CLEAR d„ 2" MIN. CLEAR I" THERMAX INSULATION 6 EXTERIOR d II' 2" CERTA-STUD (RIC) 2x4 FURRING WALL II Lu 6 MIL POLY VAPOR BARRIER 04 REBAR (GRADE 40) I/2" DRYWALL w 8 POURED CONCRETE ° d CONTINUOUS HORIZONTAL NOTE: WALL 48 HIGH I DRAINAGE ROCK z ON SIDE WALLS STEP 3000 PSI (MINIMUM) IWITH -IN 18 FROM TOPQ WA L BY FRAMER ( NTS O # a ° U FOUNDATION PER GRADE 4x24 (GRADE 40) DOWEL4DRAINTILE 8 POURED CONCRETE ° d I 0 EMBED 5" (MINIMUM) POUR 2D HIGH GHCREtE a I I a WALL - 42" HIGH I TREATED SILL PLATE 12 ON CENTER3000PSI (MINIMUM)\_#4 REBAR (GRADE 40) WET SET OR EPDXY3000PSI (MINIMUM) `° I I CONTINUOUS HORIZONTAL 4x24" (GRADE 40) DOWEL II WITH -IN 18" FROM TOP OF WALL # nI 3 1/2" CONCRETE FLOOR GROUTED IN-PLACE I b 4x24 (GRADE 40) DOWEL EMBED 5" (MINIMUM) a ° EMBED 5" Q 1NIC1Ul Z ° 8" DRAINAGE ROCK 12" ON CENTER d I I d° 2" RIC RIGID INSULATION 42" ON G 1TF} WET SET OR EPDXY I ° WET SET ORP0-00 ----- -- GROUTED IN-PLACE CROUTE IN -PL IlLlli IiLlll 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 d U tL 1" THERMAX SHEATHING FOAM INSULATION (R6.5) ON INSIDE OF ALL 61DEWALLS I I (FINISHED OR UNFINISHED) I I o RADON PIPE VENTED THROUGH ROOF o SEE DETAIL ON GENERAL NOTES PAGE o I I I INTERIOR CAULKED JOINTS Ov BY FRAMER I I am 3 1/2" CONCRETE FLOOR I 8" DRAINAGE ROCK FOOTING PER PLAN' 1 NOTE: USE 5IMP50N STRONG -TIE I OR SIMILAR) FASTENERS, BRACKETS LIJ CONNECTORS, AND ANCHORS NOTE: AS REQUIRED PER CODE 6:12 MINIMUM 6" ALUMINUM FASCIA ROOF PITCH 4" DRAIN TILE WITH ALUMINUM SOFFITLi 2"x6" CEDAR TOP RAIL _ n DRAINAGE ROCK. VENTS PER CODE EXTEND MINIMUM OF 12" CEDAR OR METAL ER PER SELECTION 2x BLOCKING 7/16" SHEATHING RUN TO UNDERSIDE OF ROOF SHEATHING FRIEZE PER PLAN SEE ELEVATION WINDOW TRIM PER ELEVATION O z WINDOW PER PLAN MDO D z 2"x6" CEDAR BOTTOM RAIL 0 EXTERIOR TREATED BEAM PER PLAN LINE OF EXTERIOR INTERIOR 2"x6" EXTERIOR STUD SHEATHING ABOVE WALL 16" O.C. I ° R-20 BATT INSULATION i 1/2" DRYWALL 2"x6" EXTERIOR STUD - 7/16" SHEATHING I/2" DRYWALL 1I WALL 6 16" O.C. i 1/2" ANCHOR BOLT PER CODE i I R-20 BATT INSULATION WATER RESISTANT ;' I/2" ANCHOR BOLT PER CODE2"x6" TREATED SILL BARRIER (HOUSE JWRAP) 1111111111 I1/16" SHEATHING i CLOSED CELL FOAM INSULATIONCAULKEDJOINTSVENEERPER WATER RESISTANT BY FRAMER ELEVATION TO COVER TOP OF EXPOSEDII FOUNDATION WALLBARRIER (HOUSE WRAP) i 2" Rl0 RIGID INSULATION EXTERIOR I 11 I/2" DRYWALL LEDGE ELEVATTIION R 3 1/2" CONCRETE FLOORMETAL DRIP CAP2" CERTA-STUD (RIO) INTERIO11 6 (GRADE 60) VERTICAL I EXTERIOR GROUND BREAKEREBAR REINFORCEMENT EXTEND 6" BELO1 1/2" FROM INSIDE FACE PLYWOOD SUB -LEDGEziGRADE (MINIMUM) Il GRADE (l 2"x8" TREATED SILL II . GRADE 2" MIN. CLEAR d„ 2" MIN. CLEAR I" THERMAX INSULATION 6 EXTERIOR d II' 2" CERTA-STUD (RIC) 2x4 FURRING WALL II Lu 6 MIL POLY VAPOR BARRIER 04 REBAR (GRADE 40) I/2" DRYWALL w 8 POURED CONCRETE ° d CONTINUOUS HORIZONTAL NOTE: WALL 48 HIGH I DRAINAGE ROCK z ON SIDE WALLS STEP 3000 PSI (MINIMUM) IWITH -IN 18 FROM TOPQ WA L BY FRAMER ( NTS O # a ° U FOUNDATION PER GRADE 4x24 (GRADE 40) DOWEL4DRAINTILE 8 POURED CONCRETE ° d I 0 EMBED 5" (MINIMUM) POUR 2D HIGH GHCREtE a I I a WALL - 42" HIGH I TREATED SILL PLATE 12 ON CENTER3000PSI (MINIMUM)\_#4 REBAR (GRADE 40) WET SET OR EPDXY3000PSI (MINIMUM) `° I I CONTINUOUS HORIZONTAL 4x24" (GRADE 40) DOWEL II WITH -IN 18" FROM TOP OF WALL # nI 3 1/2" CONCRETE FLOOR GROUTED IN-PLACE I b 4x24 (GRADE 40) DOWEL EMBED 5" (MINIMUM) a ° EMBED 5" Q 1NIC1Ul Z ° 8" DRAINAGE ROCK 12" ON CENTER d I I d° 2" RIC RIGID INSULATION 42" ON G 1TF} WET SET OR EPDXY I ° WET SET ORP0-00 ----- -- GROUTED IN-PLACE CROUTE IN -PL IlLlli IiLlll 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 d U tL 1" THERMAX SHEATHING FOAM INSULATION (R6.5) ON INSIDE OF ALL 61DEWALLS I I (FINISHED OR UNFINISHED) I I o RADON PIPE VENTED THROUGH ROOF o SEE DETAIL ON GENERAL NOTES PAGE o I I I INTERIOR CAULKED JOINTS Ov BY FRAMER I I am 3 1/2" CONCRETE FLOOR I 8" DRAINAGE ROCK FOOTING PER PLAN' 1 NOTE: USE 5IMP50N STRONG -TIE I OR SIMILAR) FASTENERS, BRACKETS PER PLANI CONNECTORS, AND ANCHORS NOTE: AS REQUIRED PER CODE 6:12 MINIMUM 4" DRAIN TILE ROOF PITCH 4" DRAIN TILE DRAINAGE ROCK. 2"x6" CEDAR TOP RAIL _ n DRAINAGE ROCK. 2"x4" CEDAR RAIL EXTEND MINIMUM OF 12" CEDAR OR METAL ER PER SELECTION ENGINEBALUSTERS244" O.G. ROOF TRUSS DESIGN BY MANUFACTURER RAILING (IF REQUIRED) COVERED WITH FABRIC I II o COVERED WITH FABRIC 4"x4" CEDAR POST 5000 PSI (MINIMUM) 5/4"x6" CEDAR DECKNG I/2" DRYWALL 2"x6" CEDAR BOTTOM RAIL TREATED BEAM PER PLAN POLY VAPOR BARRIER R-49 INSULATION (MINIMUM) 12"x3/4" CEDAR SKIRT BOARD 10" (TYP) 2x TREATED DOUBLE 2"x6" TOP PLATE JOISTS PER PLAN 4x24" (GRADE 40) DOWEL AT 16" ON CENTER I/2" DRYWALL EMBED 5" (MINIMUM) 2"x12" TREATED HEADER PER PLAN STRINGER TO GRADE BATT INSULATION VOIDS 6"x6" TREATED POST MECH. FASTENED TRIM PER SELECTIONS TO FOOTING 2"x6" PLATE UNDER HEADER CLOSED CELL FOAM INSULATION 16" DIAMETER POURED— OURED VOIDS VOIDS AROUND WINDOWS CONCRETE FOOTING. DEPTH t0 BOTTOM OF ° INTERIOR MAIN HOME FOOTINGS LINE OF EXTERIOR INTERIOR 2"x6" EXTERIOR STUD SHEATHING ABOVE WALL 16" O.C. I ° R-20 BATT INSULATION i 1/2" DRYWALL 2"x6" EXTERIOR STUD - 7/16" SHEATHING I/2" DRYWALL 1I WALL 6 16" O.C. i 1/2" ANCHOR BOLT PER CODE i I R-20 BATT INSULATION WATER RESISTANT ;' I/2" ANCHOR BOLT PER CODE2"x6" TREATED SILL BARRIER (HOUSE JWRAP) 1111111111 I1/16" SHEATHING i CLOSED CELL FOAM INSULATIONCAULKEDJOINTSVENEERPER WATER RESISTANT BY FRAMER ELEVATION TO COVER TOP OF EXPOSEDII FOUNDATION WALLBARRIER (HOUSE WRAP) i 2" Rl0 RIGID INSULATION EXTERIOR I 11 I/2" DRYWALL LEDGE ELEVATTIION R 3 1/2" CONCRETE FLOORMETAL DRIP CAP2" CERTA-STUD (RIO) INTERIO11 6 (GRADE 60) VERTICAL I EXTERIOR GROUND BREAKEREBAR REINFORCEMENT EXTEND 6" BELO1 1/2" FROM INSIDE FACE PLYWOOD SUB -LEDGEziGRADE (MINIMUM) Il GRADE (l 2"x8" TREATED SILL II . GRADE 2" MIN. CLEAR d„ 2" MIN. CLEAR I" THERMAX INSULATION 6 EXTERIOR d II' 2" CERTA-STUD (RIC) 2x4 FURRING WALL II Lu 6 MIL POLY VAPOR BARRIER 04 REBAR (GRADE 40) I/2" DRYWALL w 8 POURED CONCRETE ° d CONTINUOUS HORIZONTAL NOTE: WALL 48 HIGH I DRAINAGE ROCK z ON SIDE WALLS STEP 3000 PSI (MINIMUM) IWITH -IN 18 FROM TOPQ WA L BY FRAMER ( NTS O # a ° U FOUNDATION PER GRADE 4x24 (GRADE 40) DOWEL4DRAINTILE 8 POURED CONCRETE ° d I 0 EMBED 5" (MINIMUM) POUR 2D HIGH GHCREtE a I I a WALL - 42" HIGH I TREATED SILL PLATE 12 ON CENTER3000PSI (MINIMUM)\_#4 REBAR (GRADE 40) WET SET OR EPDXY3000PSI (MINIMUM) `° I I CONTINUOUS HORIZONTAL 4x24" (GRADE 40) DOWEL II WITH -IN 18" FROM TOP OF WALL # nI 3 1/2" CONCRETE FLOOR GROUTED IN-PLACE I b 4x24 (GRADE 40) DOWEL EMBED 5" (MINIMUM) a ° EMBED 5" Q 1NIC1Ul Z ° 8" DRAINAGE ROCK 12" ON CENTER d I I d° 2" RIC RIGID INSULATION 42" ON G 1TF} WET SET OR EPDXY I ° WET SET ORP0-00 ----- -- GROUTED IN-PLACE CROUTE IN -PL IlLlli IiLlll 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 d U tL 1" THERMAX SHEATHING FOAM INSULATION (R6.5) ON INSIDE OF ALL 61DEWALLS I I (FINISHED OR UNFINISHED) I I o RADON PIPE VENTED THROUGH ROOF o SEE DETAIL ON GENERAL NOTES PAGE o I I I INTERIOR CAULKED JOINTS Ov BY FRAMER I I am 3 1/2" CONCRETE FLOOR I 8" DRAINAGE ROCK FOOTING PER PLAN' 1 6 MIL POLY VAPOR BARRIER I 6 MIL POLY VAPOR BARRIER 5000 PSI (MINIMUM) 4" PERFORATED DRAIN 1804 4" PERFORATED DRAIN 899 TILE (NON -SOCKED) WITH 4" DRAIN TILE TILE (NON -SOCKED) WITH 4" DRAIN TILE DRAINAGE ROCK. PASS THROUGH FOOTING DRAINAGE ROCK. PA56 THROUGH FOOTING EXTEND MINIMUM OF 12" EVERY 12" (MINIMUM) EXTEND MINIMUM OF 12" EVERY 12" (MINIMUM) OUT AND 6" ABOVE FOOTING, OUT AND 6" ABOVE FOOTING. COVERED WITH FABRIC FOOTING PER PLAN COVERED WITH FABRIC FOOTING PER PLAN 5000 PSI (MINIMUM) 5000 P51 (MINIMUM) bGALt:: I" = I' -U" LOOK OUT FOUNDATION SCALE:: I" I' -O" FINISHED FULL HEIGHT FOUNDATION e - 1 -011 CEDAR FORCH DETAILI SCALE:: 1" = 1'-0" 2"x6" EXTERIOR STUD WALL a I16" O.C. NOTE: SEE BRACED WALL DETAIL ON GENERAL NOTES PAGE 1/2" DRYWALL 1/2" ANCHOR BOLT PER CODE G>4R>4G OPTIONAL INSULATION 1/16" SHEATHING WATER RESISTANT BARRIER (HOUSE WRAP) VENEER PER i ELEVATION EXTERIOR i BITUMINOUS DRIVEWAY TYPICAL) OPTIONAL CONCRETE APRON OR E 6" CONCRETE FOUNDATION WALL BEYOND 3 I/2" CONCRETE FLOOR SLOPED TOWARDS DOORS FILLDRIVEWAYPERSPECS i FILL d° a 2" DRIVEWAY LEDGE a ° 0 FOOTING PER PLAN 5000 PSI (MINIMUM)" = - 011eCALE" 111 11 IGARAGE FOUNDATION AT DRIVEWAY JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE •SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645- 5980LuZD Z Q } N J N oQw ZOQ o QQz zQ zp= OUopw~9 cwnwpZ wcN—n p=Z UQ Ix O 00 112 z wv i Lu U wQW00z Q = O Lu In Nww (~=U CwC U w = gy m U w U w ZI L O L~L Q N w W m V W p 0 O A U m 0 w N Q wUw pw Zp Z QOu,pE o H Z Z Q N Q 0 J Lu p w Zo ZN wQ WZZp} OZJW W=) p— J >- w 0 o r0: O°QU zI-- F7_Q0O p0 w <pU Z `n Q=N cczz w O= Q JLU z Qop= m ZQW O a J Z~ Z 3 L J J Z Z Qaf~ Qw O N O p pUviO w 0 wz U Z z J w U m Q U Q w p woo mJ Uwzrz U wC w D-- V) >- JQQ 00 3 0 QQo z ZwzZo oo LU LL Uo"'o OU_ J Q zQOZ z o o m w= p2 R U Z O Q Z N w LULu F- N Q,i O Oz wp= Q www Om I-__ MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 4 REBAR (GRADE 40) d CONTINUOUS HORIZONTAL WITH -IN IS" FROM TOP OF WALL 8" POURED CONCRETE PI WALL - 48" HIGH II 3000 PSI (MINIMUM) I 4x24" (GRADE 40) DOWEL d EMBED 5" (MINIMUM) 42" ON CENTER I ° WET SET OR EPDXY GROUTED IN-PLACE E 6" CONCRETE FOUNDATION WALL BEYOND 3 I/2" CONCRETE FLOOR SLOPED TOWARDS DOORS FILLDRIVEWAYPERSPECS i FILL d° a 2" DRIVEWAY LEDGE a ° 0 FOOTING PER PLAN 5000 PSI (MINIMUM)" = - 011eCALE" 111 11 IGARAGE FOUNDATION AT DRIVEWAY JP Brooks BUILDERS BUILDERS LICENSE #BC686554 ARBOR CREEK 13700 REIMER DRIVE •SUITE 100 MAPLE GROVE, MINNESOTA 55369 763-645- 5980LuZD Z Q } N J N oQw ZOQ o QQz zQ zp= OUopw~9 cwnwpZ wcN—n p=Z UQ Ix O 00 112 z wv i Lu U wQW00z Q = O Lu In Nww (~=U CwC U w = gy m U w U w ZI L O L~L Q N w W m V W p 0 O A U m 0 w N Q wUw pw Zp Z QOu,pE o H Z Z Q N Q 0 J Lu p w Zo ZN wQ WZZp} OZJW W=) p— J >- w 0 o r0: O°QU zI-- F7_Q0O p0 w <pU Z `n Q=N cczz w O= Q JLU z Qop= m ZQW O a J Z~ Z 3 L J J Z Z Qaf~ Qw O N O p pUviO w 0 wz U Z z J w U m Q U Q w p woo mJ Uwzrz U wC w D-- V) >- JQQ 00 3 0 QQo z ZwzZo oo LU LL Uo"'o OU_ J Q zQOZ z o o m w= p2 R U Z O Q Z N w LULu F- N Q,i O Oz wp= Q www Om I-__ THE PRESTON 0 Q W W Z w w W D Z 0 o0 Z U cn O 0 0 :2 U 0 Z H Qw w O DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET Ol .l 5.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 THE PRESTON 0 Q W W Z w w W D Z 0 o0Z U cn O 0 0 :2 U 0 Z H Qw w O DRAWING RECORD REVIEW SET 01.05.2024 PERMIT SET Ol .l 5.2024 SQUARE FOOTAGE MAIN FLOOR FINISHED UPPER FLOOR FINISHED LOWER FLOOR FINISHED 899 905 0 TOTAL FINISHED 1804 FOUNDATION 899 OVERALL SQUARE FEET 2703 GARAGE 643 TYPICAL DETAILS 12