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<br /> brenner
<br /> PLAN NOTES:
<br /> architects
<br /> GENERAL PRA MNG INFORMATION - ,
<br /> L W000 FRAMING TO COMPLY WITH APPLICABLE STATE AND LOCAL BULDNG CODES
<br /> ALL 2 b
<br /> D THE NATXIN R DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION PUBLISHED BY
<br /> THE NATIONAL FOREST PRODUCTS ASSOUIATON(NEPA).
<br /> THESE PLANS INDICATED CONCEPTUAL TRUSS CONFIGURATIONS AND LOADING
<br /> CONDITIONS.ALL FLOOR AND ROOF TRUSSES NDICATEDON THESE PLMl5 ARE TO BE /Ilk Alk 2 ..'., ,''',,..4‘
<br /> DESIGNED AND ENGINEERED BY THE MANUFACTURER LICENSEDTO PRACTICE WITHAL ANV AS't t`
<br /> THE STATE OF THIS PROJECT.PRIOR TO CONSTRUCII RI VEREY ALL PONT LOAT T), A5.1
<br /> BEARING CONDITIONS AND COORDINATE POSTS AND BEARING RE9URB:BITB MTIII THE ryg
<br /> BALDER.NOTFY ARCHITECT!ENGINEER CF ANY DISCREPANCES FROM THESE PLANS.
<br /> '�
<br /> FOLLOW MANUFACTURERS RECCMMENDATONS AND REQUREMENTS FOR AND FURNISH
<br /> 2d'-0' ,,a...= ,h---
<br /> ALL BLOCKNG,STFFENERS,BRACNG,FASTENERS,HARDWARE,ETC,NECESSARY FOR y-
<br /> �
<br /> WSTALLAT1ON. I
<br /> 226 myrtle sleet east 5 11e1
<br /> ALL CONVENTIONAL LUMBER TO BE HEMFRL2 GRADE OR BETTER MINIMUM LVL LUMBER fDM_ _ _ �:xE Or•!IiERIOR
<br /> i.
<br /> --cYw• A,,1L st Ihvater,ran 55082PROPE� I' aD2s a;A>D7 x 2D30aT•z>�7_ ® w o bre erOchf ct com
<br /> Fr=285 PSI a Mal
<br /> 'x '4i ' NO 651-342-1278
<br /> E A 1,900.000 PSI ` a_I _-o' I I eee.w
<br /> UNLESS NOTED OTHERWOE;FXTEROR WALLS(INCLUDING GARAGE WALLS)TPICALLY ® I t �� I
<br /> TO BE 2X6 CONSTHUCTON,NIERORWALLS TYPICALLY TO BE 2X1,INTERIOR WALLS o t0-4' 4-B m t AY. D'T a-5
<br /> 1
<br /> WTTHPOCKETDOORSTOBE2X6CONSTRUCTION.POCKET DOORS TO BE CUSTOM
<br /> FABROATED WITH•TMBERSTRAND ENGINEERED FRAMING'CABNETWALLS AND '0 I F'1 I -
<br /> Ti'MTE I/B PLATE f a'VB'F4ATE Ti'RATE
<br /> NLLLCq!FRAMED WALLS SHALL BE FRAMED WITH TMBERSTRAND•. 'O 'O
<br /> I GHI D30-3 �T CU:I B4• I HE_A.
<br /> PLAN
<br /> OWENS ARE TYPICALLY TAKEN TO OUTSOE OF WALL SHEATHING AT EXTERIOR A t��
<br /> WALLS AND TO CENTER LINES OR FIDE OF STUDAT INTERIOR WALLS. X f • RICA ,—„„; T4
<br /> COLUMN SQESSHALL NOT EXCEED CRUSHING STRENGTH OF THE PLATES THEY BEAR ON- 4 j I i� MUELLER&AS NATES,..
<br /> SIZERS REWRED,UTILIZE SQUASH BLOCKING OR BEAR DRECTLY ON FOJNDATON. _ BATA -- _ - (r 1' "
<br /> 5LOPm
<br /> :c2 Li. MASTER 6115 Cahill DU5
<br /> USE RRESERVATNE TREATED COLUMNS,BEAMS,PATES,MISC.FRAMING MEMBERS AS i'4,4*'.''''.. : BEDROOM L 212 1\�U 1�w.Gm.a 55016
<br /> RECURED BY CODE AND AS CALLED OUT N PLANS. WATER 201 j. _... v L „III Ml�.www 550)6
<br /> WHEREWWOFRAMING SEES ARE INDICATED.MANUFACTURER TOVERFY GRADE AND - `- " a• p� MASTER u III 651.451.4605
<br /> SPACING REQUREDTO AIRMAN MINIMUM U4N DEFLECTION. : , __ Ie.65t 451.0917
<br /> MLFLOOR BEAMS TO BE SET FLUSH WITH FLOOR FRAMING UNLE55INDICATED `4 w _ BEDROOM - — larox@Nma.c.a�
<br /> fxR.
<br /> 4 BATA I...
<br /> 202 j
<br /> OTHERWISE. ., ! v _....
<br /> —
<br /> ALLROOFBEMISTOBEDROPPEDUNLESSNOTEDOTHERWLSE. (i. ®
<br /> DROPPED FLOOR BEAMS OR ROOF BEAMS SHALL BE I7 MAXIMUM DEPTH UNLESS 'N . ...-
<br /> INDICATEDOTHERWISE1.'MiSRRkIN.L SLLPLATESSHPLLBE2X8MMIMUM.PNCHO280LTSSHALLBE1l7MN.DAMETER "'� ® "RBoa 1 11 x..54m
<br /> IUN.OJ CASs N PLACE WITH T EMBED.ANCHOR BOLTS SHALL HAVE 7 DIAMETER%0.125• w Nt.
<br /> THICK WASHERS TIGHTENED AND COUNTERSUNK IM"PITO THE TOP OF THE SLL PLATE. l! ^
<br /> SPACNGSHALL BE IB•ac.WITH AMINMUM OF TWO BOLTS PER PECE WITH BOLT = _ 2-8x,-71=1l hl I`
<br /> LOCATED NO MORE THAN 17 OR LESS THAN/"FROM EACH END OF EACH PECE 2-„xTA NUL zA .3 _ .I
<br /> AT TILED FLOORARHS USE MUDSET METHOD AND DEPRESS FLCCR SHEATHING SO IT S - j 2001 LAUNDRY I �'
<br /> FLUSH WITH TOP OF FLOOR FRAMING(SHEATMG W BETWEEN FRAMING MEMBERS).
<br /> _ w 12,0 k -
<br /> WWDOVDESIGNATIONSONPLANSINDOATEFRPMEWIDTHXNEIGHTNNCHES.VERFY — WIG r rmv 1' zL I r
<br /> ROUGH OPENING SIZES WRH WINDOW MANUFACTURER j 204 8000 RAILING, V
<br /> q )
<br /> nn
<br /> i 1 S� CJ
<br /> 0
<br /> HEADER IMUMUNLESS PPORT OTHERWISEOFEIHTKNGG DO ONE
<br /> CK AID) T - . I, =III .w<+°. ( '� 4.exre
<br /> HEADER AND LINTEL SUPPORTS ZONE FULL HEIGHT KING STUD AND ONE LACK STUD) - -
<br /> oil 1.l T BATH
<br /> SHFATXINO - - - : 1 2011 __ ,-
<br /> ALL EXTERIOR WALLS TO HAVE CONTINUOUS PLYWOOD WALL SHEATHING.EACH PANEL - U
<br /> OFSHEATHING SHILL BE DENTFEDWITH THE APPROPRIATE GRADE-TRADEMARK OF — W 3dxT<c.o. W
<br /> THE AMERICAN PLYWOOD ASSOCIATION.
<br /> N11 hll I
<br /> {� T ll
<br /> PROVIDE iM'SPACE AT EDGES AND ENDS OF EACH SHEET DRAB REQURED BY THE _ _ r X
<br /> IG n
<br /> MANUFACTURER - • II 12051 � 061 ' ��
<br /> "II
<br /> '�� It , ...ATE 71,5 CO
<br /> GRADE AND TYPE SHALL BE AS FOLLOWS' - ' - . I- w 1 w 1 BEDROOM D+TRE nAl
<br /> Fl-
<br /> ROOF SHEATHING:1020 APA RATED SHEATHING EXPOSURE) 'I 4a! W
<br /> EXTERIOR WALL 21/16 APA RATED SHEATHING EXPOSURE 1 : - 0 200 a
<br /> S'8'MNIMUM ROOF SHCE
<br /> EATiNG TO BE ATTACHES WITH 0.113'DNMETER NAILS AT 6"0.C., 1 w 8"GFED , Z
<br /> ', - � " All \ LESIN6 j/ O Z
<br /> FLOORS 4824 PPA RATED SHEATHING EXPOSURE 1(TaG) _ _- f'-
<br /> CO
<br /> EDGE,IEOCFELDPRW SHOULD
<br /> NAILING TO ALL MEMBERS IN LINE WITH SHEAR J ' '^
<br /> WALLS.EDGE FASTENERS SHOULD BE PLACED 3B"FROM PANEL EDGES AND ENDS ORAR !� !--♦f >a Z
<br /> RECREQURED BY THE WNUFPCNRER - `---a x OA3132 ;uox2B31 GmCn32 :aCAT D2 (Lr r Z
<br /> 3'PMNNUM FLOOR SHEATHING TO BE GLUED AND ATTACHED WITHO113'DIAMETER — II * LII ,,x,,61 Hb�2a32 0
<br /> ItI " I �'.''131°'D 41 VD' Ts°xnTS CO
<br /> NAILS @T 0.0 EDGE,170C FELD. I II III• ...
<br /> ISMNMUM PLYW00D EXTERIOR WALL SHEATHING TO BE ATTACHED WITH 0.113" VI
<br /> DIAMETER MALS ATF 0.C.,EDGE,170C.FEID UNLESS OTHERWISE NOTED ON PUNS. I IlirI A 1 ANI I 1 IIT
<br /> BUILDER:
<br /> NTEFXMSHEAR WALLS TO HAVE ET GYPSUM SHEATHING BOTH SIDES OF WALL 1 I-
<br /> , I III I HENDEL HOMES
<br /> ATTACHED WITH 6d 000LERNALS OR WALLBOARD NAILS AT 7.0.C.EDGE 170C.FIELD I lIII �i VIII ^ Tv1 t x a = 75250 WAYZATA BINE
<br /> UNLESS NOTED OTHERWISE ON PLANS I I, B 61 r1, .T aia a t_D T-o T-o 2 , 2-B, O WAYZATA,MN 55391
<br /> SROEALLSHFATIING ONACOMMONMEMBER SO AS TO PROPERLY TRANSFER SHEAR .1' lII•III II , I`i PHONE esz azw
<br /> Il
<br /> FORCES. i 1 1 III �I11 1'I }
<br /> ALL SHEATHNG NAILING TO BE COMMON WIRE OR GALVANIZED NAILS. I 111,1 q I. lh "IIII VIII. ill O
<br /> CONCRETE I I
<br /> h II
<br /> DO NOT BEGIINC NCRETE WORK UNTIL ALL LOADING CONDITIONS HAVE BEEN VERIFED l ;I �I All III �- I o
<br /> BY GENERAL CONTRACTOR, A " A i• �tnsrm+r
<br /> ALL CONCRETE WORK SHALL COMPLY WITH STATE AND LOCAL BULDMG CODES AND I 'I I I'I I tl,.°1' " ...n w r`ce nra.o
<br /> OiDNANCES.CONCRETE CONTRACTOR SHALL VERFY ALL REQUIREMENTS. III Y` I I „&.SARA
<br /> TYPICAL FULLHEOHTFOUNDATION WALLS SHALL BE 8"MINIMUM CONCRETERENFORCED I 1 ' `I, III 114''. I, 1I I
<br /> WTTHNSAT24'O.C.EACH WAY AT 314.CLEAR OF INSIDE FACE.WALLS 1D•OR THICKER I J•I I II L "r:. JI I" wAAA.WO 30
<br /> t 111 1 .I III l I.:, .e wuc.r mr aiw
<br /> SMALL IUVEIW ADDTTIO/YL DYER OF AT I2'O.C.EACH WAY ATT CLEAR FROM I J 11 " t" : 1 ;)�...,' w'".'"•
<br /> FXT REINFORCEMENT.
<br /> PROVDE DOWELS TO FOOTING TO MATCH MAIN VERTICAL WALL 7 "t . :er A.,.a m.stip ap
<br /> RENFORCEMENT.AND HOCK 12.INTO FOOTING AT 3"CLEAR OF BOTTOM. !III syrcA.w.
<br /> FOOTING AND PER SCHEDULL i1 J h^ 14( I - L'mY
<br /> USE 5000 PSI CONCRETE AND GRADE BO REINFORCING STEEL I 1 - _
<br /> WFf CONTINUOUS 20'X 10'WAIL FOOTING WITH 2APS CONT.BOTTOM H El;X f
<br /> WF2 CONTINUOUS 241(17 WALL FOOTING 17 WITH 2S CONT.BOTTOMIl
<br /> WFe CONTINUOUS 3O'IXL10'WA�LLFWTNGING WIITHITH HKSCOHT. I_ BILI ■ -11 - MALONE
<br /> BY
<br /> WF5 CONTINUOUS 47X10'WALL FOOTING WITH 4 EMS CONT.
<br /> F130•XYr X17WI4 N'S EACH WAY BOTTOM(12,500 LB MAX) 7,I - ' RESIDENCE
<br /> 1, F238'X38"X12•WI5 PSEACHWAYBOTTOM(1B000LBMAX.) HENDEL HOMES
<br /> F3 47X42•X12•W/5 N'S EACH WAY BOTTOM(21,500 LB MAX.)
<br /> F4 18'X48'X12-W!B M5 EACH WAY BOTTOM 132,000 LB MAX) h !
<br /> UBNOTE:M1WNTMNT�FARCOVER TO RREENFORCNG ) Il
<br /> EACH WAY (50.000 1.13 1020 MOONEY LAKE DRIVE
<br /> � ]� t ORONO,MN 55391
<br /> PER SCHEDULE: _ _ 1
<br /> USE 4,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL 1I
<br /> MAINTAIN W MINIMUM FROST DEPTH FOR ALL EXTERIOR PERS t1. L ' 1 - I ^
<br /> P1 16"SWPRE POURED CONCRETE PER WITH I RS VERTICAL FT CORNERS)ANDA j 1.I " ''
<br /> TES AT170C II , I. 1, ii- iL j •"111" fl •I ,III Il11
<br /> P2 37 SQUARE POURED CONCRETE PER WITH 8 ITS VERTICAL(3 PER SIDE)AND N TES
<br /> AT 170.0. A III III f ( )
<br /> F NO PER IS REFERENCED ON PLAN BENEATH A WOOD COLUMN OR POST,ADD2SS'S �, AIN s im..
<br /> VERTICAL N CONCRETEWALL DRECTLYBELOW COLUMN OR POSTBFMNG. i 1, 1•, II 111 11'1: SECOND LEVEL
<br /> Ir 1 �I H " it II FLOOR PLAN
<br /> ALLFDDTNGIWD PERS DES ABOVE BASED CN ANALLOWABLE SOL BEARNGPRESSURE I 1 - I " III
<br /> OF2,000 PSF.THIS VALUE TO BE VERFIED BY CONTRACTOR.NOTFY ARCHITECT! 4II .' N II it i
<br /> ENGNEERFQUESTONABLE SOLS ENCOUNTERED. 1 1 1 III iIL
<br /> 1, I1 A I , ` ILII "• t '
<br /> I
<br /> L._ Qo rill ''''I ( 1.
<br /> — I .P-
<br /> BID/PERMfT SET
<br /> 11 x��A2 III
<br /> .3
<br /> 010
<br /> Second Floor
<br />
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