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<br /> SHEARWALL SCHEDULE TYPEOW1 16d 09. 16d 0 NOTE:
<br /> ova 16d 0 5' 161 0 5' 1.• WALL
<br /> NA 1•A BASEDBOVE OPL ESNFAR O CD
<br /> 00R 74
<br /> 153.4 I RS)ICATESSHEARNALL,/PLYWOOD ONE SIDE ' ova 16d 03.5' 16d 035 2.NAILS'V ARE BASED ON THE 16d@S' 16d@55 A
<br /> I SW+2 I 119ELATES SHEARWALL WI PLYWOOD BOTH SIDES SEAR WALL TYPE BELOW THE ROOK. - -
<br /> 1.SHEATHING:12'PLYWOOD OR 7/16'OS.6.,ONE SIDE,WD0037,M./8d %AO
<br /> @4'o.ALL MES AND 1r oc FEND. ' SHEMWALL
<br /> 1 3/8'PLYWOODR
<br /> W.Bd OSB SHFA OSBSH64NG I 'ZVI*STUDS a 1 a
<br /> 2.BOLT SILL PIATETOCONOIETEW/5/8' x10'AB's@32"o.c EXPENDED HEADER TO COINER @3'O.C(2 RC/Ab) 0
<br /> SHEAR WALL 0
<br /> O SHEAIINGSHEAR WAU. SHEANN6SHEARIVALL ¢ N gN
<br /> EDff ABWE ROOK ABOVE 0 ABODE
<br /> 3.NAIL BOTTOM PLATE TO FRAMING MOW r/16d @ 3'AL NUUNG FLOOR HERE LP WAD AN J
<br /> 13/4'X LK PLYWOOD JI (4}l� EDGE WVUNG �R EDGE NAILING (4)101 FLOOR
<br /> ,,,0
<br /> 4.FASTEN DOUNE PLATE TO JOIST OR Bl ONA ABOVE PER DTI.SI LS A 1o_ RIM VAT I:a� PLYWOOD (4)10d P3.1000D
<br /> MID DETAILS ON S16SL 40009(2)236STLD5 , 16@12.0 'V* 13/4'X LVL •ij7 IMIT
<br /> '%�� __ I���
<br /> I: -__
<br /> 336&DCONG AT T T woos I t►,`� �� n�-- 1.---- .', / n
<br /> PLYWOOD KRNiSI RDORIOISrs16@1r0.0 I f © FlA0R K115T5 ©�1I13/4'XLVLmay\ IBL 4•XLVL�-6� INDICATES SHFARWALL r/PLYWOOD ONE SIDEI ,II�1���- ,If��l t, I FLOOR BSA� � BLOOM FLOOR JOISTS v��;� OODNG
<br /> GA
<br /> BOISE 11..=_-_:-.4 BLOOM 1 3/4'X LVL TI
<br /> © 73147(141BI.K. iiiii: � 13147(LVLBLX1.91EATHINQ 12"PLYWOOD OR 7/16.0SB,EXPMI0R SDE,AWED,NAP,/8d \ NAILING b� @4A•O.0 ��� � G - @4-0V.0 ESIDE
<br /> 6a08
<br /> GA
<br /> 22@6'o.cALLEDGSAND12'acRERD. I IIswami
<br /> EllffNMlN6 NUNSZXBLOCKING
<br /> 2.BOLTSILLPlAE1OmNOETEr/5/8'DLis10'AB's48'oNAJNGSHFAIiWAll SHEARWALL� +' OSB SNFATING--� �W� 093SHENG
<br /> SEATING
<br /> SHFATING B
<br /> 3.NAIL BOTTOM PLATE 10 FRAMING BELOW w/164 @ 4'o.cONL r _
<br /> A WWI 00081E PIATETORNSTOR mom ABOVE r/16d TA@4'o.c ���
<br /> AND DEEMS ON S7 3 SL JOISTS PERPENDICULAR TO WALL DLT.1 HOISTS PARALLEL TO WALL DET.2
<br /> JOISTS PERPENDICULAR TO WALL DET.t JOISTS PARALLEL TO WALL DET.2
<br /> W.(2)1/2'D'AX72 AB
<br /> TYPICAL ROOF SHEATHING FOUNDATIO
<br /> s"wDDNG GRATE°"'xsPcsLL
<br /> wra4@1o•oc EXTERIOR SHEAR WALL TO FRAMING TVP. INTERIOR SHEAR WALL TO FRAMING THP. N m
<br /> 7/16'O.S.B.PLYWOOD,INDEX 4020,UNBLOCKED,r/FACE 6RNN
<br /> PFRPENDKULAR TO FRANI%BELOW.NAILAS FOLLOWS: Z J c'„
<br /> IL
<br /> 1005108DIAPHRAWALLS,SHEAR
<br /> OVERWALLS,
<br /> %MOO GARAGE WALL
<br /> 0510304 RATS,SNEAK WALLS,
<br /> I DRAG STRUTS. _AI@ 6'CAL WI.. •� >
<br /> E�+'' �4 12'CDJC PLYWOODJ w
<br /> ALL yryPOR1ED EDGES _Rd @ 6'0.C. WAl15HFATHING EAOI SIDE 4111)
<br /> ¢ >
<br /> FlELn _ad @12.0.C. V W.B. �® m CO Q
<br /> �� 'S DONR21 Z LCC
<br /> D
<br /> TYPICAL FLOOR SHEATHING w/(2 s Ig WIVE�G(Aa( ) T TDO "•°RI R sI8 T 0 §
<br /> -r1r-T -r-1--r- --r-i- T-J--T-1��J� co 0
<br /> IJ-
<br /> 3/4•TIG,03.9,INDEX 24020,UNBLDO®,I.ID IW w/FACE GRAIN •e 2X STUDS tMsw § ii- 13\J I it I I I I I I I I I I I / I G O
<br /> _ �+ 3/4'T.6 G.PIT.ROOR DEM V ~
<br /> PERFENgCLIAR TO FRAMING BAJA,STAGGER END IODITS,GLEE 3 NAIL Iri �' N� I I I Li L I I I Lit W m
<br /> AS Fg10303 EDGE NAILING PLY. I■ °�°°° =--k lid I I I I I I I I I I I -- I.
<br /> DIAPHRAGM BOUNDARY AND OVER TO EACH I: A.. # w
<br /> EXTEOOR WALLS,SHEAIMALIS II• C---,
<br /> ` _ F \ � 1 1 I 1 1 I I E J I 1 / 1
<br /> a DRAG 55605. _ALA @G•o.c. RIM J(XST o : �1\ i I I I ♦ R /` HDR
<br /> ALL SUPPORTED EWES ...8d@G•0.C. II A35@24' z x /
<br /> I.
<br /> BREW
<br /> �1 �• I-----R \J 1 I 1` iH- I i I T ,,II -'n n
<br /> Ren ...8o1 @)to o.c. aloes Ip rsi \\ I I //1 -�
<br /> NOTE: -t'-- EERED 'TRUSSES P R M NUF'CTU ER -LL- 1E,
<br /> lAAKTOP AND BOTTOM JOINTSOFPARTYWALL .� 2'CDX PLYAOOD I A R x/1,/ I I
<br /> NOTES: Ii.
<br /> w2THEAaSDEI ' 7�flP2BLIX]ONG9ETWE0NRAORSIVP. --�I I I Ii ii �II- 1=MRL1'GIPROM.ORSTYNOFOIM HDRVV• 1.RISE 35051/P RATE WASIIBO NALLANONO BOLTS.CONNNECTALL RIN • 2-ELECT.OUTLET BOXES SHALL NOT BE PLACED � AIR TIGHT ATTHE PERIMETER `\ I
<br /> KXSTS@EXT.HAUS d(2)5165110ES.FRIA/1E55 WITH NABS. HA0(10BAD(ANDSHALLBE OFFSET BY NOT M"i.. ?ILS �i I i I `h I I � I I Ii-_-_ T/ •
<br /> LESS DAN OF SUES OF OUTLETS '�=I I 4'4s,,,!.
<br /> 2.ALL POWDER ELVEN NASSAU BE 23/4'lINN6EON.)x.156SANK D0. 5/8•Du THREADED ROD I� SHALL BE SEALED WITH yr RI/SILENT SEALANT M� 'i`ti COMINOISUYCA EACH SIDE '11 1 I 1 1\ I I /i ATTK I t 11 --- ' ,P ,t+
<br /> IN MX FORAM MIDBACKED WITHI A MINIMUM OF MINERAL WOOL I�I SI8'TYPE 7C GVIB(DETSEarss) I \ / ,A...L.- iR.'
<br /> w/WAWA 11/4•PENETRATION. 111 II I I I f J 1--1 I I II I s
<br /> PER FAD ESNERECOFNOATION 1- -�-I NAT.
<br /> EPDXY 70 ;fg
<br /> 3.ONE OFTHE PROVISIONS OF THE MEWS IS THAT SHEAR WALL ANCHOR �•Y� P
<br /> BOLTS ARE REQURED TO BE PROVIDED WITH 35341229•RALE WASIHRS THAT __
<br /> 2XP.T.SLLS. ���II I I I I /'I \ r-y I I II ILir4'¢t�:
<br /> 'EXTEND TO WTIH01124103 OF THE EDGE OF THE BOTTOM RATE ON TIE 11 0.3.5 _JI 1 I I 1/ I 1 „.,Am I 1 II_--_
<br /> SIDE(s)WITH SHEATHING-.'THE REQUIREMENT FOR THE ME OF THE PLATE FOOTING PANDACONC I.. 1r FROM 13015 n __. II I I I //r I I ° I I II- 1 IV
<br /> _-- I n
<br /> WASHER TO MEND TO WITHIN 1240101 0 THE 1376E OF THE BOTTOM RATE (L -4'/ 1'-6' /4'�
<br /> ON THE SIDE(s)WWI SFEATNIN6I5 REHIRED TO BE SEEMED ON THE PLANS. /�' I MILLI I i/ 1 i \1 1 I 11 ''L''
<br /> '�
<br /> RMC 2305;SONS SECTION 43.6.43 ,/,(�A' /1 x
<br /> . _
<br /> HD CONNECTION _,
<br /> �TYR _ �_ -�I I i / i I I \ ( I !II -_- L
<br /> 4.SPECIAL Bi&ECTION IS REQUIRED FOR SHEAR WALLS NAILING OF 4'AND LHS. 600 L 2-1A4 BARS CONT. Ur
<br /> t 1 M 1 p�I I 9011 r I o
<br /> 41 ,.
<br /> I"
<br /> EEREDUSS�ES P R M NUEPtTU ER _ x 1
<br /> \\
<br /> - 6R\ f-�-- ---1l 1 1 I I 1 I A ----
<br /> �s �,u Id0...ft r, \ �I LL ��//I I I I I 1
<br /> i W' Co .1701 I-
<br /> 6 UNDISTURBED SOL x• R HDR
<br /> 2-8d M EACH STUD,ADD 1-10d TOENAIL R / D•^ I I I I I I I I I 1 \ 1
<br /> LAP TOP PUTE4'ATSRICE M nu �-}'---/,�(
<br /> EAO(SIDE FOR STUDS OVER 12'HIGH MID INTERNALWDH 16-16d Ser �;-� / t IP I I I I I I I I I I I l' \•-•
<br /> \-- -
<br /> 164@I613.CSTAG6'D FRAMING ANGLE AT DUERIOR WALLS TILE/ASIPHALT SHINGLE PARTY WALL TYP.(PW) -
<br /> I.ANDBOTTOM '-am:61 I I I IIIIllll `\ '4164ATCORNERIAP56Q3S5 ,•-__WALL LAPS OFTOPPura ------- 30#FilT 1 •--F�r-�..N n
<br /> Hu"!
<br /> III ,,„,,,,,rii W •
<br /> z�@ - _ _1_1_1__1-1__1_1 HDR LJL_"9R-1-DLJ_ -1.- y
<br /> 2X 81000016 AT P61105111 PRJVOE �Z \ BIRD BlA06 W.114' /j
<br /> 2XOR 3X&.ODON6AT MID SPAN Hag 111111111, TRUSS PER RAFT \�. Q]RDOSION RESISTANCE MESH <
<br /> 2Ad TOE NAIS ORFER/JEE1 '., / _ \� AND Bd NAILRIW 75'RHIXE S'O.0 m�
<br /> NAILS BOTH ENDS OF EACH)BLDIX ____ , ��
<br /> BOTN pIOS RING 4'LP SLOPE TYP.
<br /> 4164 21 1._i.,-/,/,, '� „ MENDED BETWEEN FELT
<br /> T- r" ROOF FRAMING
<br /> DWBLESTUDS AT°PENNING �� `•...::1 4X3 CONINUOIS PROJECT:WETMORE
<br /> WIOERTHM 4' ► ALUM.SKIER
<br /> 16d@zaroc 11111
<br /> I` I EAOABaMmzxe BEAMS:
<br /> BUILDING 2 DATE; oa/z52on
<br /> 2.16d TOE NNIS MOINE SRA MP.) TOP RATES
<br /> FOR STUDS LP TO 12'HIGH BEAM#1 31/2X117/8PSL FILE: ALL NPN
<br /> 3.Sd TOE NODS FA0I SIDE I� uTREATS)SILL 2-CDX PLYWOOD BEAM#2 31/2X117/8PSLIE1)
<br /> 3.841003FOR STUOS OKVER 12'HIGH IIIIII�II DRAWN: N.M.
<br /> BEAM#3 1 3/4 X 11 7/8 LVL
<br /> 1 SONG/CEDAR ORHARDIPLANK BEAM#4 3I/2X117/BLVL OR4X12DE#2 OICO�D: N.M.
<br /> G.Wa
<br /> 41/2'MN 5/8VX7rABAT 4'O.C.(D.N O.)
<br /> 9'MAX(IVP') 200L1S PFA 90AAD MIN. BEAM#5 31/2X91/2PSL 4 3 2 1 0 2' 4' 8'
<br /> ROOF&GU I I ER(R&G) SCALE:1/4'=1- -! l 2 -5
<br /> TYPICAL STUD WALL FRAMING SCALE1`1'
<br />
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