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New Residence For: Jcrr & K8R1$ MQLINC N, .- dRVCC LCHRCR ARCHITECT Builder : NORTON NOMCS `"_- IENt EEt T _ 3908 Georgia Avenue North Crystal, MN 55427 SCALE:AS NOTED Phone / Fax: 763 535-2746 • email: astrigaleyahoo.com DATF7 „iodl„ LOWER LEVEL FLOOR PLAN °°'`` I 49'-6" 29'-0' 7-6 5'-0" 12'0' I7-0' _ 11'-3 1/4' 5'S 3/4" Y-3 ''' STONE 14 Y`1< • mO 121 3 A• f' U At" N o r y xTi . E.!!N y� 2'-2 1/2 t. -' 'I®: L[-!- gyp ix - g. :r; b S uo I i m-1 N. ,r + . 8- -t 8 o = l 1 8 ,, u N 13'-2 1/16' �'. 8 G � O m\! 37 9/16' • i V'5 - N- • Q i 25 7/16"_ ____ so' m p - Al d' '6 0' o Si it P4 O mm(ro A O ia N �'- w Q. mri z i-� N 3 ' -Q— F N� �4'n U2' � �z�r A� 'Ilm m C "! _ 0 p 6 , N I 3._3. 13191N E m wi N W p _ 6. • QC c ROOF TR166E5 O ..-0.—J ,G i\O 24'04 TYP. O m �' b- n \ rE>mzN r ire m I '•$' pr _i__ _ •vs . ......; i. W tt-7-9/2" 7 9/4' ...... p -g nl ` o u AT MOUSE NnN -f • I • " / ,i4i71 4. wir pNA j -L. p ,oO\ roLI. 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New Residence For : i rr & KARA 114LINC ,15:5'.::: :''t%"---- dRVCC LCHRCR * ARCIi[TCCT Builder : I10RTOI1 11011E5 ' �R��'' ``°` i ' T.1V 3908 Georgia Avenue North Crystal, MN 55427 SCALE:AS NOTED ` I' Phone / Fax: 763 535-2746 • email: astrigal®yahoo.com 9ATE1 „iod/„ MAIN LEVEL FLOOR PLAN "'" °`` l ] _ ] - 2'-11/2" 2'-5 1/D' 0w li Li 0 9'-11/5. 5'-9 1/2" IL u 0 -. Q 1 U I—lit O 9'-11/5' I \ ' m N L") m , n m —1 O II Z i N 0. 9'-1 ye • — an §o d: u ,L §'3' nAii 6 o en s\LL,LLn 0 Z m `,LL,, I au , T _ 5'-6 1/16" — 4'-10 11/16" 6'-0" I 1 5._0. 9._0. CD 1 O N H —, o rn i I n-A ' n O m --1 > O u, Z o w ,2'-1.1/2' A • 1d-71/6" _7-11/2. O O {{ C1 { ' _9 rn itO D 77 O \ Jj— mn m 4'-0' 5'-91/2' 1Y- 0 Q I I 9'-1 1/8" tn'N O rn n m _ A O 0 > 5 _ C ee- n Z m " ?eh. 6 3m ou A b N v o A 0 11 m „x- oig ooiiwZoa u • y O .0% 0=,,g?..,1,,,,,,z, 'y0 AO>r 2 ''M'2 o ru N y � F m }IPrl o y I T i;i �� zm <P4 ZS m n � i >m > Eirnas > yaz &. a > rN F z g n \ \ u A rO \ col FA - .. ..... _ m ,.. ‘1,,, v\i//(z rA,-, ..,../ D 9'-1 1/1.1' a 0 do 1 I II 05- .1, A a 4 T 3". j 2'-11/2' p Z4 HEEL m IF \.... / ..1 SHEET NO. 1Crr & KdK M4LIPC °' '/u�f_ artvCE LEHRER ARCHITECT New Residence For: " lightBui Builder : nortTon rioncs �— 3908 Georgia Avenue North Crystal, MN 55427 Sce1E: AS NOTED ' ` Phone / Fax: 763 535-2746 * email: astrigaleyahoo.com oAT[: 11/06/17 SECTIONS 1-3 ""'"_; ,,` I ImmonM IMMI 2'-,,/2. 2'-11/2• — W VERIFY - a 4._0. o U 1 II l� 1 Q O 9'-1 1/D' ° -7 Cn rn ,'-•• n n m m = Z II 4. O - ,- ter Il z o = � ao. o 01 * N O - o D 0 O - 20 Z D Z a m G) - C ✓ _ ;o O 7 iimiRr„ 10'-9 3/8" 'It 9'-1 1/8' 2'-1 1/2' O f 1 b T 1 1--I A 4'-1 1/2" o ? HEEL D'-9 1/2" x 7 5/D' ._ ( .... r` - HEEL 4 1 li— � 1 CS O 9'-1 1/0• U, N U N ! zi (� N 2 0 m > r n ' - m 1 - A O VERIFY .... N 11 Z - \ 3'-10 3/0' A 1 I 1 HEEL AT OF STUDS O — (n * ✓ CE m n >n N T A O n O 11' Z m i P PO o N - 9'-1 1/D' • O n p n C) a O j po m D N m 6 p O \ - 12'-11/e' w'-93/e" 8 Lill:" 'te S a, r.7 oo op •1.. T1 -4 o°o 'b • s > ^' JO ci u . L.. ca. m a 12'-3 3/0' Z m T N_r- I Q -I 7 O . _ t.5) EnirMlill LI > -V ..... IIIII 1-..., oLyi . 2.1,/2 - (if_ ,f)-....0A // :-.,i ill, RI' fi `:,18 VP' 9 Nm R A i z a. -Pt �vmm 2 Z6 y i pfm 2'-2,/2' m / SHEET NO. New Residence For: Jcrr KdRd M4LIN N• II..'' dRVCE LRHRCR ARCHITECT en Builder : HORTON HOMES pi .II.. °' RI_..4, 3908 Georgia Avenue North Crystal, MN 55427 SCALE: AS NOTED `!k ` Phone / Fax: 763 535-2746 • email: astrigalayahoo.com DATE: 11/06/17 SECTION 4-7 -''''!' •°''`` <r C) D 1-,--, .Q O \ r i.C .,E.... .. N C D 2'-11/2. > O r `1"- A o 0 O 71 10'-7 1/8 L CT -- L CA x m i _ 12'-1 1/e' .• w r m_ n R1 i.", y , p c y w m O N o s w x S n m >amTZ1,1>CA 2'-11/2' C0Cr70001-r-I ' 0001 OrA 0-10K-WOAC .. ..2'-21/2" 707p0Am>M7011A A II-. 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New Residence For: hitt K8R6 M4LINC 0'° >k f: dRVCC LEHRER ARCHITECT crj Builder : NORTON NOMCS "°" `°' eac9lnc _ 3908 Georgia Avenue North Crystal, MN 55427 sc -- --- Ph • ahoo.com OATS:e1E:11/06/17�sNOTEO SECTION 8, ENLARGED WALL DETAILS '"''" °'```, one / Fax 763 535-2746 • email: astri gal®y C \ C U Z 0 . ... -- t"( m 0 a D JO Ill CS, C`r o • iZ iirLii • �rnrnATe0, zall �- • • A m .:'-1. ::::::::::::::::::::::: 111.5:0111 A O a--- :i:::::1 AMM �I I I • 0 E u T III II • 000 I cr O O A • O 3 < • ' ................ • i ii n n m III IIII C-Det-a • • • • m • IIII ® Z • • G) 0 m A II Z On ■ • 70 • • • • • - m • ce Z ■ A A F., — Orn n =e x Z ■ LI —Tl 0 O 70 0 O Gl> O A ■ O O 7c • �n 70 1 , , r 1 r rn p 0.. 0 0 — — — ----------- 1 -A A • flfII; 1 ! F. •CA 111111 n O r m • • • • • • 0b00® _ 0• •00 f1 II 1 �: A om a S 3 = rn m P., t - ` X n i r > o m y r ? o Cu, O70 A 0n1 o y c = _ ,7„0 70 01 Pi lc I— 3 0 O— y o o N ^ m Q \ . ) \ \ \ I O O — • 70 70 . . C) ° o • il_IllIl.m 0m cp m O • v • Iii ° 1" • S Il ii i SHEET NO. New Residence For: Jcrr & K6Ka MQLINC A'stdRVCR LRHRCR ARCPIITCCT NORTON HOMES ..... ,:°1 TioBuilder : '�� Aacxl.2;r:>; 3908 Georgia Avenue North Crystal, MN 55427 DHALATE!' AS NOTED REFLECTED CEILING PLAN Phone / Fax: 763 535-2746 • email: astrigal®yahoo.com DATE: 11/06/17 i a 0 0 .............. r------c. lib c n a . CO r > $4 r'` . ... ..... • 11-11 .... ........ .0 c* I-,z m M 70 (51- -,„, ........ # .I II- .. -ii. ... • : • ':i.. i& • I .. ... ... i : 70 • 0 ). 11 -1 -n 70 6 ci z 0 rn 0 K • PI. • ' i LI 11111 'W11111_ ,..•., C ,-- , 1 0 .77.--- -a-E I , r L n 3 ,„ • ../• 0 ItH m cs:0 0 ID 0-o o o z < ... I II 0 0 a 1111 CD CD CD . • • p•-: Z • 1 11 111111 - G)- rn 70- 0 E 11 a 1-7--—1 .,- - - • 7C 3 -1 . .'- ....... ...•••- .... 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S A 1 1.,.......r..T.P.g 3908 Georgia Avenue North Crystal, MN 55427 HALL AS NOTED \-",,,,,As Phone / Fax: 763 535-2746 • email: astrigalgyahoo.com SHEETROCK PLA DATE: 11/06/17 N 1 c 1 - IL -<<�<<< < ::0::::::, <<7<�<I \<N <<<<�<<<`` • : : ::::::.:::: :- <<{- < <<<< < <<. << � < < :.:.:.:.tP:.:.:.: ::: ,) �< </< lIllt • ■ ■ III IIII O IIII II 000 A • IIIO O m IIII 0 CD ,0_ m ' . 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II --Al O < < < ::::::..::::::::::::::::.i:.: .::::::: . :::::: o ,< ). j< < : , < r--, .1717.2 \::: :::::::::::::::::::':.:.:•:.:.:.:.:.:.:.:.:.:.:.:":":':':':':•:.:.:.:.::::::::11 IF I i I i 1 1 / SHEET N0. New Residence For : Jcrr & KgRB 11QLINC �,, /C :Xy„•'o �.!:` - dRVCC LRHRCR ak ARCflITCCT O builder : NORTON 11OMCS '�' ""Te°`e - c _ 3908 Georgia Avenue North Crystal, MN 55427 SCALE: AS NOTED FLOORING PLAN 1aiNPhone / Fax: 763 535-2746 ' email: astri al® ahoo.com DATE: 11/06/17 a ,,,•°' gY • N N 163:1801i UMW STUD WALL �I 2z6 STUD WALL m E 2x6 STUD WALL 2x6 STUD WALL V Z O SHEETROCK SHEETROCK SHEETROCK- ADDED SHEETROCK N PLATESMEM >` razssu IL I SHEATHING--- �--2z6 STUD WALL 2zS SILL PLATE 2z8 SILL PLATE 2zO SILL PLATE 2x0 SILL PLATE I ME +' N 2"INSULATION ��,.I 2'INSULATION �i 2'INSULATION 2'INSULATION I� N m III@611SM I;I.mI®M ilommilma 'worm V T :. ANCHOR BOLT i11 ANCHOR BOLT i�� ANCHOR BOLT i�� ANCHOR BOLT I� �.��r U I�� 3 PLY HEEL VC _ /J / / / GARAGE SLAB 9 GARAGE SLAB / GARAGE SLAB_ GARAGE SLAB Z 9 1/2'POURED LONGr MI. I 9 1/2'POURED CONC 43 3 1/2'LED I 3 1/2"LEDG S 1/2'LEDGE/ .,F 3 1/2'LEDG KJ d N /. / •. /. O N 2'INSULATION---- 2'INSULATION 2'INSUU71ON �/ C 2'INSULATION / 2x6 9TUD WALL Me GARAGE/HOUSE GARAGE/HOUSE GARAGE/HOUSE N GARAGE/HOUSE2x6 SILL PLATE I < TOP CHORD FLOOR TRU55 BOTTOM CHORD FLOOR TRU55 TOP CHORD FLOOR TRUSS /..I PERPENDICULAR PERPENDICULAR PARALLEL BOTTOM CHORD FLOOR TRU55, PARALLEL !! 3.5'CONC.SLAB , 1 m CO 2x6 STUD WALL SHEATHING I 2x6 STUD WALL Flo .'. LJ C G SHEATHING ANCHOR DOLT y LL [ 11 MEMBRANE a 1 U \ 2x6 STUD WALL 2z6 STUD WALL / 2'RIGID INSULATION � 47 SHEATHING C SHEATHING- C le 0 6'CUR. 1 I/2'LEO6E M IT L I—MOM I 2x6 SILL PLATE 7 i/2' 2,,6 SILL PLATE 2x6 SILL PLATE —, "it^Eo,. , a,1 4 =it �l POURED CONC '�.. - 1�77� '00JlH�isl 11EI�1� �IA4::�1 I ,„ ,,j"''. ®� 2'RIGID I/ ,/ it f • 2'' ANCHOR BOLT ANCHOR BOLT STOOP SLAB STOOP SLAB 91O0P SLAB ' STOOP SLAB ^"f,f„ • 3 1/2”LEDG �' 3 1/2"LED i 3 1/2'LEDG A, 3 1/2'LEDG W/O SIDE WALL �.'.'.'. �. . . � ..'., 2"cERrlsrw WALKOUT 2'CERTISTUD 9 1/2'POURED CONC 2'CERT79TUD 2'CERTISTw 9 1/2'POURED CONC PERPENDICULAR / 9 1/2'POURED CONC / - - - -- 9 1/2"POURED CONC FRONT STOOP FRONT STOOP FRONT STOOP FRONT STOOP TOP CHORD FLOOR TRU55 BOTTOM CHORD TOP CHORD FLOOR TRUSS BOTTOM CHORD FLOOR TRU55, PARALLEL PERPENDICULAR FLOOR TRU55, PERPENDICULAR PARALLEL SHEATHING SHEATHING 2x6 STUD WALL 2z6 STUD WALL 2,6 STUD WALL IMI»II 2x6 STUD WALL III SHEATHING-- -.--2x6 STUD WALL SHEATHING SHEATHING 2x FURRING r 3 PLY HEEL IL S PLY HEEL I 2x FUR IGN6 — MEW MEW ME IIIM 2xS SILL PLATE 2xS SILL PLATE 2x0 SILL PLATE- 23(8 SILL PLATE 7 t�7 LO 1�I%M IN"�IlM :I�SS6M I��I� 1 1/2'PLATE OVERMAN. I0 1 1/2'PLATE OVERMAN. Oil 1 1/2"PLATE OVERRAN I01 1 1/2'PLATE OVERHA Hopi _ J ANCHOR BOLT /1 ANCHOR BOLT ANCHOR BOLT0 MINI MN ANCHOR BOLT 2x6 STUD WALL • 2'CERTIS ' • POURED CONG 2'CERTI9ND 2'CERTISTUD !, POURED LONG 2'CERTISTUD .. . POURED CONC , POURED LONG 2z6 SILL PLATE I 1111 FRONT WALL FRONT WALL FRONT WALL FRONT WALL , 3.5.CONC.SLAB 1..11 TOP CHORD FLOOR TRUSS BOTTOM CHORD FLOOR TRUSS TOP CHORD FLOOR TRUSS BOTTOM CHORD FLOOR TRU55 Lao PERPENDICULAR PERPENDICULAR PARALLEL PARALLEL II • C ANCHOR BOLT / 0 SHEATHING �I 2z6 STUD WALL SHEATHING �I 2x6 STUD WALL SHEATHING--- --l-2WW STUD WALL SHEATHING--.—.- —2x6 STUD WALL Z'i J 2x FURRING I1 Ill 2x FURRING 6'CUR: 1 1/2'LEDGE F 7 11/21/.2" /2' Z W 3 PLY HEEL 3 PLY HEEL 3 PLY HEEL _ POURED CONC W 0 / / 2'RIGID INSULATION �, DES SILL PLATEllIE_ 2x0 SILL PLATE L.3 MI 0 1•164=31111 I�1: d .--1 11/2'PLATE OVERRAN II 1 1/2'PLATE OVERRAN I/ A ^A -� V =0 0 I/ W/0 SIDE WALL ANCHOR BOLT p ANCHOR DOLT 0 "0 W 2x6 STUD WALL 2x6 STUD WALL WALKOUT •- IH z•CERTISTUD " W CERTISTUD PARALLEL ' 2'CERTISTUD • 2x6 SILL PLATE 2x0 SILL PLATE a O' 1 REZA ma a, POURED LONLPOURED LONG . .' 1 1/2'PLATE OVERRAN11/2'PLATE OVERHA 0 I a 2'CERTISTUD I I _I POURED CONC 2'CERTISTUD _I Z BO ANCHOR BOLT / ANCHOR BOLT / POURED CONC n F/5 SIDE WALL F/B SIDE WALL L/0 SIDE WALL L/0 SIDE WALL z °zo FULL BASEMENT FULL BASEMENT LOOKOUT LOOKOUT \ PERPENDICULAR PARALLEL PERPENDICULAR PARALLEL w H Norton Homes 18215 45th Avenue N,Suite D Plymouth,MN 55446 -. LARGE HATCH AREA INDICATES TA"OR Revision Date Description PROVIDE 2x6 INFILL WALL THICKER PLYWOOD OR OSB SHEATHING ABOVE HEADER AS REDD APPLIED TO EXTERIOR SIDE OF STUDS wl STANDARD 6"/12-NAILING CONTINUOUS LSLILVL HEADER TO SUPPORT VERTICAL LOADS BY SUPPLIER FASTEN FRAMING ABOVE AS FASTEN FRAMING ABOVE AS (MIN 3'WIDTH&MIN.115"DEPTH REO'D) SHOWN FOR BRACED WALL PANELS SHOWN FOR BRACED WALL PANELS LENGTH OF CONTINUOUS HEADER _ L ` I f / ILL •I TINC'KING II1_ 11 _L � 7! _ 1 — Y _J __ __ __ ,1 / f f . i / �, l / / FASTENKING STUD TO HEADERw (2)ROWS 16d SINKER NAILS @3"0.C. 1/27111 /1/ f• j / IIf / ` /JI 111 7 U '0 SUDS AT SIDES OF OPENINGS BY SUPPLIER / /; / / � . PROVIDE DOUBLE STUDS AT / / I EACH END OF SHEARWALL / / / , S11 / I (MAY USE BEARING/KING NAIL SHEATHING TO HEADER w/Bd / / Il IL STUDS AS REO'DI NAILS @ 3"O.C.EA.WAY TYP. � IP. iS SIMPSON MSTC40 STRAP ON INSIDE FACE SIMPSON MSTC40 STRAP ON INSIDE FACE II / I: r OF WALL(PROVIDE SPACER TO FLUSH OF WALL(PROVIDE SPACER TO FLUSH rr) ! HATCHED AREA INDICATES 1C OR Ij r I. THICKER PLYWOOD/OSB EXTERIOR iS�: OUT HEADER TO WALL STUD THICKNESS) OUT HEADER TO WALL STUD THICKNESS) SHEATHING FASTENED TO STUDS wl `' I 80 NAILS @ 4"O.C.AT PANEL EDGES N FASTEN TOP PLATE TO HEADER w/(2) I. SMALL HATCH AREA INDICATES%e-OR S'1,� FASTEN KING STUD TO HEADER wl U ,�r 6 @ 12"O.C.AT INTERIOR SUPPORTS THICKER PLYWOOD OR OSB SHEATHING M ROWS 16d SINKER NAILS @ 3"O.C. w L APPLIED TO EXTERIOR SIDE OF STUDS ,=� j'II 121 ROWS 16d SINKER NAILS@3"O.C. II' 1 I t- (NAILSHEA7HINGAROUNDPERIMETER w/(2) rp ` OF ` TYPICAL 2x6 STUDS@ O.C. i LOCATE PANEL JOINT WITHIN X-0=FROM , ROWS 8d NAILS @3^O.C.STAGGERED&TO ' (2)2x6 BEARING STUDS MIN. O - CENTER OF WALL HEIGHT AS REQ'D 12x SOLID 2 II PLATES I BLOCKING @ 3"C.C.) I - /1 BLOCKING REQUIRED AT SHEATHING JOINT) (VERIFY rvl SUPPUER) I I _ / f 16 1 1 1 �/ ,p FASTEN BOTTOM PLATE I�iI}1�' II / IIS w/(3)16d NAILS EVERY 16" SIMPSON STHD14 EMBEDDED HOLDOWN (2)2x6 BEARING STUDS MIN. (2)2x6 FULL HEIGHT KING II - l 1 1 11{ 1.- 11 1, ANCHOR AT LOCATIONS SHOWN ja J,IS (VERIFY w/SUPPLIER) STUDS KING AT END OF HEADER "11/ I -�1� ` II -t r' f/t 1' (REFER TO 4/S2 FOR ALTERNATIVE OPTIONS) L. ' t' / / r -i' /{"' SIMPSON MSTC52 STRAPS CENTERED 1 r / f ON FLOOR SYSTEM AT LOCATIONS S (1)2x6 BEARING STUDB(112x8 FULL ' />/ SHOWN(PROVIDE 2x BLOCKING IN "OANCHOR BOLT(7'MIN.EMBED) j HEIGHT KING STUD AT END OF HEADER / / / /�f FLOOR SPACE AS REO'D) w/2-x 2'x M'PLATE WASHER Et / 1 .s / / / / / / r f % rIIIli ':�i. _J �FOUNDATIONWALLBELOW • I u"- . M M e , PROVIDE DOUBLE STUDS II ..` FOR FASTENING BOTH STRAP &HOLDOWN ANCHOR 1'-1014^± 16-3'5 - II II (MAY USE BEAR NG/KINGG 9'-3"±AT SIM. STUDS AS REO'D) ® FRAMING DETAIL ® FRAMING DETAIL SIMPSONH 5HOLDOWN ANCHOR GARAGE FRONT PORTAL FRAME PERFORATED SHEARWALL RAISED AT LOCATIONS SHOWN NAILED TO ABOVE FLOOR SYSTEM DOUBLE STUDS w/5"0 x 12"LONG SIMPSON TITEN FID SCREW-IN INFO NOTE APPLIES SYMMETRICALLY ACROSS DETAIL. (II ANCHOR INTO CONCRETE FASTEN FRAMING ABOVE AS SHOWN FOR BRACED WALL PANELS ��I�1I HEADER 8 BEARING/KING 1111 1.1111 / It7/- p 1 STUDS AT SIDES OF / %1 OPENINGS BY SUPPLIER I ',, illi I 11 I. PROVIDE DOUBLE STUDS AT / EACH END OF SHEARWALL I (MAY USE BEARING/KING / il/ STUDS AS RECTO) f HATCHED AREA INDICATES/ry'OR / ii THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/ /r ed NAILS @ 4-0.C.AT PANEL EDGES SIMPSON HTTS HOEDOWN / / II 8 @ 12.0.C.AT INTERIOR SUPPORTS AS AT LOCATIONS SHOWN /= NAILED TO DOUBLE STUDS w/ I hereby certify that this plan,specification or report TYPICAL 2z6 STUDS@16"O.C. Yz"0x12"LONG SIMPSON TITEN HD SCREW-IN ANCHOR INTO was preparedby me or under my direct supervision Ix I I CONCRETE and that I urn a duly Licensed Professional Engineer - l under the laws of the Sof Minnesota. / I FASTEN BOTTOM PLATE 1 I III ��� � w/(3)t6tl NAILS EVERY 16" Signed: Ir ��-eE, SIMPSON HTTS HOEDOWN ANCHOR CONCRETE not Name: Ryan ac 0 NAILED TO DOUBLE STUDS III I X'12/THREADED ROD w/NUT& FOUNDATION ----�_--�__�-�-- ui : i1Iiv--�--� -� WASHER AT HOLDOWN END BELOW Date. 10-24-17 License Number. 46673 / / / // l+' BLOCK THROUGH FLOOR SYSTEM BELOW STUDS AS REO'D ////� �` 4 FRAMING DETAIL ��1 = - - J4"0 SIMPSONBEDINTO TITEN HD ROD COUPLER • w/B"EMBED CONCRETE POST-INSTALLED HOLDOWN OPTION o4 (MAY OMIT&EPDXY THREADED ROD / 3407 Kilmer Lane North n < e'DIRECTLY INTO CONCRETE) Suite d r. e c Plymouth,MN 55041 PROVIDE)1-x 4"CONCRETE Tel 612-706-3572 SCREWS @ 16'0.C.THRU SILL PLATE www.hanaonproupmn.rom ® FRAMING DETAIL INTO FOUNDATION AT THIS WALL PORTION IN ADDITION TO ANCHOR PERFORATED SHEARWALL RAISED BOLTS(NOT SHOWN) ABOVE FLOOR SYSTEM NOTE INFOAPPLIES SYMMETRICALLY ACROSS DETAIL. Moline Residence 690 Pinehurst Court Orono,MN Project Number: 7.593 0 Date: October 24,2017 J` Sheets: 2 of 2 0 COPYRIGHT HANSON GROUP,LLC 2017 • S DESIGCOPEN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT,STANDARD INDUSTRY PRACTICE.AND THE Norton Homes CODE. NOTES 18215 45th Avenue N,Suite D 1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY.REFER TO HOUSE PLANS PREPARED BY BRUCE LEHRER, ACHTECT T DTED 10-13-17 FOR MORE INFORMATION. 2.ALL EXTERIOR RI RS WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.U.N.O., Plymouth,MN 55446 WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP. n A.2x6 SPACED 16" . ..,- B.EXTERIOR SHEATHING:%e"MIN.STRUCTURAL PANEL SHEATHING w/Btl NAILS @ 6"O.0 AT PANEL EDGES AND 12"0.C.AT INTERMEDIATE SUPPORTS OR 1Y."16 GAUGE STAPLES@3'/6"SPACING. J_ 3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA,U.N.O. _. -�" Revision Date Description A.2x4 OR 2x6 STUDS SPACED @ 16"O.C. B.WALL SHEATHING:X'MIN.GYPSUM SHEATHING FASTENED TO FRAMING w/5d COOLER NAILS @ 8"O.C.MAX I -p OR TYPE SAN WALLBOARD SCREWS @ 16"O.C.MAX.(Y."MINIMUM STUD PENETRATION) -_ -1 4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. ` PROVIDE HOEDOWNS 6: j AS SHOWN IN 2/S2 A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24"O.C. -_ B.FLOOR SHEATHING:W"STRUCTURAL PANEL SHEATHING w/8d NAILS @ 6"O.0 AT PANEL EDGES AND 12'0.C. AT INTERMEDIATE SUPPORTS. ." i .....salligill 5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA. : BRACED A.ROOFFRAMING SPACED AT A MAXIMUM OF24"O.C. PROVIDE TOP OF WALL WALL LINE B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EOUIVALENT AND(3)8d CONNECTIONS SHOWN FOR - TOENAILS. BRACED WALL PANELS ALONGsj •. C.ROOF SHEATHING:}f"STRUCTURAL PANEL SHEATHING w/Bd NAILS @ 6'0.0 AT PANEL EDGES AND 12'O.C. INDICATED PORTION OF WALL .- _ -• ` AT INTERMEDIATE SUPPORTS OR 1%"16 GAUGE STAPLES @ 3"/6'SPACING. i'.. 32 .1111.11. 6.ALONG LENGTH OF WALLS,LAP WALL TOP PLATES A MINIMUM OF 24-AND FASTEN TOGETHER WITH(8)16d _ '-.:" ' - NAILS IN LAP ZONE.AT CORNERS AND INTERSECTIONS,LAP PLATES AND PROVIDE(21 lTd FACE NAILS. • 7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1). _-_e— _ -` 8.FRONT ENTRY PORCH AND DECK ARE CONSIDERED PRIMARILY OPEN NON-ESSENTIAL STRUCTURES AND ARE - - - • PLANS SHOWN LIGHT IN BACKGROUND ARE FOR ._.• EXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME.PROVIDE LEDGER TENSION AND BRACED (275-F1) )4-FT)___ _ , -a=. _ LOCATION REFERENCE ONLY.PLAN NOTES AND POST UPLIFT CONNECTIONS PER CODE. WALL LINE - ! . ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY �: SUPPORT THE HANSON GROUP'S DESIGN. MATERIALS g. WALL STUDS(10'OR LESS): SPF STUD GRADE OR BETTER WALL STUDS(OVER I0'): SPF NO.2 GRADE OR BETTER LSL STUDS: 1X.WIDTH-1.3E OR BETTER i' DIMENSIONAL LUMBER: SPF NO2 GRADE OR BETTER `'-` ' TREATED LUMBER: SVP NO.2 GRADE OR BETTER LSL BEAMS: 1%"WIDTH-1.55E OR BETTER LVL: 1y"WIDTH-1.9EORBETTER 40 REFERENCE PLAN LOADS ROOF SNOW LOAD: 35 PSF PARTIALLOWER LEVEL PLAN SHOWN ROOF DEAD LOAD: 15 PSF FORRLOCATION REFERENCE ONLY FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 15 PSF WIND LOAD: 90 MPH EXP.B CODE 2015 MINNESOTA RESIDENTIAL CODE • • (MIN.LENGTH) ®-INDICATES EXTERIOR BRACED WALL PANEL W/SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/NOTE 2.PROVIDE _ INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. • PROVIDE TOP&BOTTOM OF WALL J— CONNECTIONS SHOWN FOR CONSTRUCT' `j (MIN.LENGTH) BRACED WALL PANELS ALONG SHEARWALL AS • ®-INDICATES INTERIOR BRACED WALL PANEL re GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED IN INDICATED PORTION OF WALL SHOWN IN 2/52 NOTE 3,SPACED AT 4'O.C.PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW. - -• i m ---- -- I t-INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS. 7 - - - w ROOF TRUSSES m3 , REPRESENTS �-./ FIGURE FASTENED TO PLATES -. '''- R602.10.8.2(3) R60210.62(3) w/(3)Bd TOENAILSS ROOF TRUSS FLAT 2x6@24 OC <..__ .-------•-- �r SIMPSON H2.5 CLIP FASTENED TO IMIN.(3)PER BRACED BRACED -_. BRACED (5- hj'j ,....15-FT) FRAME 2x4 BOX :: PLATES w/8d WALL PANEL) WALL L+N�� T �f -- '(WALL INE) AROUND SPACE 0 2x4 BLOCKING k - - _ _„_ - _...--_ -_,_ T BETWEEN TRUSS W/ / BETWEEN TOENAILS @ ROOF U - - TRUSSES NAILED B O.C. TRUSSES h SAME SHEATHING TO TOP PLATES w/ AND FASTENING AS _ 1. (3)8d NAILS EACH _` WALLBELOW [[[//�/,,ll NAIL BOTTOM � .r1i ?l:• ' (OR REPLACE or/ [{yyy'///////�,���,,11111l PLATE TO • �� ADEQUATE DEPTHRAIL BOTTOM LADDER TRUSS (4)0.1310 ••.: SIMPSON 1 _ - FRAME ASCSHOWRN IN 2x MEMBER) PLATE TO RIBBON 7•• w/13)160 NAILS x3"NAILS .��. A35 ,i -i1 1/S2 SIM.MIRRORED N12a3J4'WOOD BRACE/TRUSS w/ �-U EVERY I6" BRACED tii FRAMING t '• ___ 1 - SCREWS @ 16'O.C. ��� (3)16d NAILS MENU WALL PANEL •:: ANGLE - _ _ INSTALLED IN EVERY 16- TACH END .. ADDITION TO NAILS '-' % NAIL LADDER BRACED WALL CONNECTION _ (UPPER LEVEL ROOF 0 NAIL EACH TRUSS TRUSS TO TOP t ' TRUSS BEARING TO TOP PLATES wl (ROOF TRUSSES) WALLS ONLY) (3)8d TOENAILS PLATES w/8d CC __ NAILS @ 6”O.C. FLOOR - _.. _ I hereby certify that this plan,specification or report EXTERIOR BEARING WALL EXTERIOR NON-BEARING WALL TRUSSES -- - -j - _ was prepared by me or under my direct supervision aaa1nlR=_�1 - and that am a duly Licensed Professional Engineer #2.4 BLOCKING log ( ) CONSTRUCT PORTAL under the laws of the Biel Minnesota. iPPIOVIDE TRUSS ••�. (.,•••:i. el 5-FT) 1275 25 FRAME AS SHOWN IN I/S2 /� BETWEEN DIRECTLY IN LINE (z)3""NAILS AVN' QF?vo,CED i ( ~';�i Signed. Print �.cE TRUSSES NAILED ., w/BRACED WALL TO TOP PLATES wI �:�: WALL LINE -. 3)ed NAILS EACH PANEL FASTENED BRACED p•; l TO PLATES vv/Bd WALL PANEL �•d SIMPSON „, - - Print Name'. Ryan Mack TOENAILS @ 6"O.C. LTPO FLAT2x6@24"OC FRAMING - - 45-FT) (4.5-FT -': _ 1 -i Date: 10-24-17 License Number: 46673 (MIN.(3)PER BRACED PLATE ---. - - WALL PANEL) EACH END _ _ , NAIL BOTTOM PLATE NAIL BOTTOM PLATE FLAT 2x6 @ 24.0.C. SIMPSON TO BLOCKING w/(3) TO BLOCKING w/(3) (MIN.(3)PER BRACED LTP4 _ - _ 5. CONSTRUCT = 16d NAILS EVERY 16" 16d NAILS EVERY 16" WALL PANEL) FRAMING SHEARWALL AS PLATE :• SHOWN IN 3/S2 PROVIDE FULL DEPTH BRACED .•p, EACH END - 1 PROVIDE TRUSS WALL PANEL ;.�.i BLOCKING BETWEEN TRUSSES NAILED TO DIRECTLY IN LINE %� L�x•A \( 4 0.131'0 ' .' . - - 3407 Kilmer Lane Nodh TOP PLATES w/(3)8d w/BRACED WALL I I ❖: .., PANEL FASTENED x 3"NAILS '.-!:•. - - ___-- - Suite 4 r� NAILS EACH ,1) '' ""' -- -__- -_„ Plymouth,MN 55441 1. '.•. TO PLATES or/8d :O; TOENAILS D.C. m FLOOR l _---- __-- .__ wmi.hanaongroupmTel nrnm7 NAIL EACH TRUSS TO TOP PLATE w/(3)Btl TRUSSES TOENAILS INTERIOR BEARING WALL INTERIOR NON-BEARING WALL BRACED WALL CONNECTION REFERENCE PLAN (FLOOR TRUSSES) 410 MAIN LEVEL PLAN SHOWN FOR Moline Residence SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE,TO DETAILS SHOWN ABOVE ARE LOCATION REFERENCE ONLY JOISTS/TRUSSES/BLOCKING ABOVE,AND TO JOISTS/TRUSSES/BLOCKING BELOW.THESE PANELS ARE NOT ALTERNATIVE CONNECTIONS TO BE 690 Pinehurst Court NECESSARILY REQUIRED TO ALIGN,BUT MAY DEPENDING ON PLAN LAYOUT. USED WHEN BRACED WALL PANEL DOES NOT ALIGN WITH FRAMING. Orono,MN THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE MAIN WINDFORCE RESISTING SYSTEM FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS.WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING. Project Number: 7.597 S 1 Dale: October 24,2017 Sheets: 1 of 2 ®COPYRIGHT HANSON GROUP,LLC 2017 • N CEIVED N N\ 0 3 201 7 ��� \ I�`1'Od=ORO�O i \ \ , N \ f. \ i j R N ` SC3 0 w'+ 1 B \\ 0 +++ i S°Z N\ \ �•+ N \ 4 t o S ��: + \ � •+ ++i. \\\ • • 6 L N �\� • \ ¢©gyp '+\ \N • \ BS \STOOP/t, o \ I s ++ �o +•o+ + + SSC N\ \ s i �" N N o ' SBI \\ N \ � '+ + + \g 5 -,' Sed \, I O \\ ;P , \°`•o 0 o PSp 0� 2\. F}t+% �' /i ��\\ \F + ppb � � �P�"+/'' N N\ \ \\ 55 QO\Q p \Np C +•; 6S / i N \\ �pQ Q\�\� �7.\ 4 FOOT EDGING N \ P 0 \$0 AROUND HOUSE WITH N \\\ 0 6$ i+. LANDSCAPE ROCK ; \ J o iBLOCK 1 � + +* o +\ \ / \� + /1 j G\� \+ + + o+\ /\ / / / / f •\65' / \ -59 i " / / 3 / . \\ 2 6 i __--\\�A�_— \ / LOT 16 --__ ____-- ' °,o N // __--- -- ' °SFa • SOD LIMITco / m / // N ye . � • / � s/TF / it JOB#:64685-002-005 REVISIONS ''. SUR��< LANDSCAPE PLAN FIELD CREW: " t. ° SATHRE-BERGQUIST INC. s � N DRAWN BY:EMW W ' PREPARED FOR 20 10 0 10 20 40 a w t h 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 _I_� � CHECKED BY:DBP DATE: 11-03 17 acryFRs P`P�4. NORTON HOMES - SCALEFEET �Pgo pinavivs+. c - 24)11-014(00