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<br /> P :T : �( EDGE N A
<br /> DOUBLE TOP LA E
<br /> ,.,-• "•":I.:.iKLL.MATERIALS AND WORKMAN5HIP•SHALL•CONFORM TO : •.
<br /> If 1T
<br /> • S GGER
<br /> NTRACT DRAWI GS. TA
<br /> T1iE N •
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<br /> • . . . -: - :-.® SHEARWALL EDGE • NAILING 'AT.':ALL.,:O.ANEL ..=
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<br /> •
<br /> 2: DURING THE CONSTRUCTION PERIOD THP CONTRACTOR -
<br /> EDGES. .BLOCKING AT ALL. PANEL
<br /> • .EDGES
<br /> :<.." ": SHALL, BE RESPONSIBLE FOR THE SAFETY OF THE. BUILDING., - ..-. ..... :. . • .-.' .:: '. POST PER PLAN ;:
<br /> - WHERE APPLICABLE. :..
<br /> THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING ': � - - - - - '
<br /> , -. - . . . . .. �.. •
<br /> INSTALL:' PLUMB'" • ::.- •:�,:•::.:• ,::•: • •:- :...: ::� : �:�: •�: -°�: V�:: .:
<br /> •
<br /> -•© EDGE NAILING TO HOLDOWN. POST.::(FULL . . :C!)
<br /> • :, `BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, - • •
<br /> 6—INCHES ABOVE
<br /> STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST O HEIGHT) STAGGER INTO DOUBLE STUDS :�.
<br /> _ � � - , D .. - . . $'OTTOM OF :HOLE :�: co _...
<br /> ' E.APPROVED PRIOR TO ERECTION. B • © STUDS C� 16 . ON CENTER „ •
<br /> B Q .
<br /> PR IOR TO
<br /> :E� rn
<br />• - , PRESSURE TREATED SILL PLATE WITH • • :o '
<br /> • • E
<br /> O TO OSHA
<br /> C•
<br /> ONCR TE�
<br /> ' ,:':�:.3.-ALC"ERECTOI�( PROCEDURES SHALL C ". ••. :. • .. - . EDGE NAILING AND ANCHOR BOLTS ;PER :`-• : ':�. . :�'` .• :. � . .: j- ' :�:- :� ::,: •. .
<br /> =:':STANDARDS. ANY DEVIATION .MUST,BE APPROVED BY OSHA -'
<br /> . PLACEMENT ,n . .
<br /> SH. WALL SCHEDULE. "
<br /> • . . .. EAR ..-
<br /> • aO . ::
<br /> < .. PR.I R.TO ERECT N . . . . . .•, , . . �. •. .. ,..':: TO _ .: ' :•(n ,
<br /> TOP PLATE SPLICE NAILING •I=1 I� `ITI—��I--
<br /> III—•
<br /> SINKERS MIN •LAP 48 MINIMUM L
<br /> P FORALL '_P RESPONSIBLE —
<br /> ONTRACTO SHALL'B 5 CELY RES 5 !.E —I l •E��C RO
<br /> • 4 T • —
<br /> II I I —
<br /> CENTER SPLICE ON .STUD. -I I i. _ i—► i I-
<br /> . .CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING -. . �'� • •� : ' : , . . . _ ,
<br /> PROTECTION OF ADJACENT PROPERTY, STRUCTURES,
<br /> -.• ANbZ G HOEDOWN.. PER SCHEDULE AND PLAN • Q a - .
<br /> - . _ , , O � - ��+ CONCRETE . ��.� �
<br /> STREETS AND UTILITIES IN'ACCORDANCE WITH ALL NATIONAL .. - -Ce r' •° -
<br /> © H ' —S S3 OWN DQ8 D. SH ' : -. .. .. . . . . . .. FILLEDHOLE;.`': _ .. .•
<br /> �, . , ..
<br /> • TATE.AND LOCAL. SAFETY ORDINANCES. +• •• •��°PER .
<br /> .
<br /> . © L CLAN•:::°:: D•; •
<br /> COORDINATE ALL .STUD AND PLATE SIZES. y PER PLAN
<br /> FOR • -+�i
<br /> 5.-THE CONTRACTOR SHALL BE RESPONSIBLE w SHEARWALL :SCHEDULE REQUIRE N S '``�.. _
<br /> • • -0 ,....•:: 0..: (1)#4 •
<br /> -BAR .rn
<br /> COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK _ . . . . ... N
<br /> .:s. EACH.::W
<br /> A HALL BE CALLED TO THE. • • . o
<br /> <A, .DIMENSIONS•. ALL DISCREPANCIES 5
<br /> •a \
<br /> O)
<br /> LVED BEFORE JNAILING _:
<br /> . . '.ATTENTION OF THE ENGINEER AND BE RE50 • � .,, EDGE TO POSTS; TRIM STUDS, ,-:�.. , .. .•: � . THROUGH' • ..3
<br /> ri
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<br /> V'TH P T� DING Wl THE WORK. . • Q .EU R � . NG STUDS.
<br /> :P OC .. AND KI DS
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<br /> ' ' BEARING �T ADER
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<br /> • • • BEA I G S UD :FOR .HE •PREFABRICATED TRUSSES AND ~. :t ': ' •. ���:SHOP DRAWINGS FOR PRE RIC • . • .�
<br /> ''▪'t • . _ PIN :
<br /> --' ;., :_''•::MANUFACTURED FLOOR JOISTS SHALL BE SUBMITTED•TOT HE. • •. • • • • :-• •� • • .; • ••, •: •,•. • • ..,. •• • • • 4.
<br /> •'•: : • •� L RIMJOIS'T TO BE .1Y MIN THICKNESS .AT
<br /> ENGINEER.FOR REVIEW,PRIOR TO FABRICATION. • , . . • •
<br /> •• • ••a 4 • I. ••. • • .. • . O '
<br /> ALL'...SHEARWALLS „ .. .. .• ( `
<br /> :.�:: -
<br /> ':'.-: :': - :,.. INDICATE � TYPICAL DETAILSOF :N . .
<br /> •. •..7•. . •RAWINGS GENERAL AND `�
<br /> ,
<br /> .•'.:•: -•.. :,CONSTRUCTION.•-WHERE CONDITIONS ARE NOT SPECIFICALLY .
<br /> ,..., .. .. STD :-•.'• SDI EAR WALL : ELEVAT{ ON .yN - • .:-.•:R I M . - .. .
<br /> =hY..:: • ;' CAT. ARE OF SIMILAR CHARACTER A
<br /> INCTE „ „ .
<br /> S =1 — .. .
<br /> CA 0
<br /> FCONSTRUCTIONS BE US E D
<br /> LE•'
<br /> Y2
<br /> s'5 IM LAR DETAILS O HALL
<br /> H I C,�1MN .
<br /> IEWTHE ENGINEER. , . .. . .
<br /> US.IECT•TO REV BY GIN R. '.' .
<br /> I AS
<br /> SHEAT
<br /> H INTERIOR'
<br /> :: : ,>.. :: .. SHALL . •' ••• ALTERNATIVE TO • EXTERIOR
<br /> . '.: 8, .ALL Dt"I•AILS DESIGNATED AS STANDARD OR TYPICAL
<br /> :_-:.00CUR IN ADDITION TO ANY OTHER-SPECIFIC DETAIL CALLED
<br /> 'SHEATHING.
<br /> •
<br /> •
<br /> `OUT:.
<br /> SHEATH INTERIOR AS
<br /> 'x: :..:
<br /> ALTERNATIVE TO.
<br /> A' .B OCK AND :12
<br /> ,. • • •G : • 16d• :C� E L
<br /> `.SHEARWALL -EDGE NAlLIN
<br /> SHEARWALL EDGE`' NAILING
<br /> • • • • • EXTERIOR SHEATHING •
<br /> ' . - • . TO BOTTOM. PLATE•• . .. -G-•INTO -:f�IM;� WHERE 3x. • •
<br /> '; .`:.:: • :J.,=COORDINATE WITH MECHANICAL, PLUMBING, AND /
<br /> '` TO. BOTTOM PLAT
<br /> • LOCATION • E •D USE W-' ,
<br /> ELECTRICAL DRAWINGS FOR SIZE AND OF ALL ,
<br /> -
<br /> P� A ' IS R Q
<br /> PRESSURE -TREATED SILL'• , .••.,
<br /> •� .:.BOTTOM L TE'
<br /> :.,`„''°OPENINGS-REQUIRED,F OR'DUCTS.,,PIPES,•PIPE SLEEVES, 16d C� EA .JOIST::::::.. • •• • Z°.:�
<br /> • . , .PRESSURE TREATED SILL ' ` - 'SDS .A.x4- x2 SCREWS
<br /> ': LECTRICAL CONDUITS, AND:OTHER.ITEMS TO BE EMBEDDED IN WHERE !3x BOTTOM
<br /> PLATE PER SHEARWA .
<br /> PLATE • PER SHEAR WALL ::_> '
<br /> SCHEDULE. USE 2x6 W •
<br /> RETE.'OR OTHERWISE INCO OKAYED IN STRUCTURAL /.. LOCKI G .® 48 : .0. C • �:••••::,,'^•=;•..
<br /> ° CONC RP PLATE IS REQ D, USE . N / .
<br /> SCRE LE •�` USE 2 ,0
<br /> :WORK. 48" A.B. C� •48. 0 C MI
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<br /> .. '4x4 2 •��J. , RE ,
<br /> A.B.A.B ® 0 C
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<br /> IN)
<br /> .. -▪ I.O: PROVIDE•OPENINC$'AND OSl1IPORTS,AS REQUIRED
<br /> U IR ED PER
<br /> . LTP4 PER SHEARWALL WALL
<br /> •
<br /> -
<br /> :•.L TP4 PER SHE A RW A
<br /> _ ::::.':-:�:'<:: ::•:1�_LJ::::Cj'
<br /> � ••- : ' :� . : �. - . : SCHEDUL �:: ,... I•.,,, . .
<br /> ''. - TANDARDDETAILS'FOR HEATERS MECHANICAL EQUIPMENT, . , :..-.:- SCHEDULE . .:'
<br /> • ��VENT5, DUCTS, PIPING, ETC:;ALL SUSPENDED MECHANICALSHEARWALL EDGE EXISTING JOISTS � ��• • • • �- SHEARWALLEDG • • -
<br /> XIST G �• .• .
<br /> TI MENT SHALL BE5WAY. R!ATERALLY BRACED. NAILING G TO SILLpLATE .. 'AILIJG TO SILL E JOISTS . .
<br /> T
<br /> s
<br /> ,
<br /> O V4/IN LATIVE • �;�-'THE DRA G5 RE::A INFORMATION H ON LL5 OWN •�:: . . .; ' . . .r .. '.. g '•.•
<br /> : _• . -. : •- �. :,°�: �;.•�:•U:RFP�';ALTERATIVE::;Tb"...SiLL--�PLATE . - . .'C`� •. • :=::.-:: � :,
<br /> ' EXISTING CONDITIONS IS GIVEN AS.mE BEST PRESENT • URFP.. ALTERATIVE TO SILL. PLATE - _ •• �,, •: :.:KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE. - .- , " — - ' • - I =)II— I • A:.B.. (TO .MATCH, A.B,. SPACING • • • • `c—
<br /> . , . . .. - , II—lll._I11 A.B. • TO' MATCH:-�A:B. SPACING � - • -. .
<br /> II -1 _ DU II • • PER :S.HEARWALL -SCRE LE
<br /> . ;;ACTllAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY � I I(—.)11.--_III • • _
<br /> i
<br /> y . 'i— i PER SHEARWALL SCHEDULE) ..
<br /> ._; ',SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER. . - ` ' . . •• • EXI N D ON k„ '2B10
<br /> `•REVISIONS MAY BE MADE::•:MODIFICATION TO DETAILS OF. - EXISTING FOUNDATION • • STING`'.FOU ATI
<br /> ..yam , • ' • , : , • .. -
<br /> SHALL NOT BE MADE WITHOUT PRIOR WRITTEN ' VERIFIED •
<br /> BY::OTHERS VERIFIED ' Y OTHERS
<br /> CONSTRUCTION .( } .(
<br /> ' -APPROVAL OF THE ENGINEER.
<br /> 1 ', F•w,is : t' +
<br /> OM....; F'::SILL::PLAT..E �...• �
<br /> • '�:TT�.
<br /> •
<br /> BREAK•• �-SH�E�AR.WALL � SF��E� �TH I�N G •Cc? B
<br /> 12:.ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED JOISTS PERPENDICULAR • JOIST : PARALLEL - • _ � "` ,_.; :
<br /> :A.PART.OF THE STRUCTURAL,DESIGN DRAWINGS AND ARE TO BE - . • • ' , ' • •• :1 —
<br /> TNOT . . ''
<br /> TO DEFINE DETAIL CONFIGURATIONS_ BU
<br /> USED C ,
<br /> .
<br /> ,-< TI BERS ELEVATIONS,TED TO RELA VE LO ATION OF MEM ,
<br /> - �1.IM1 ._ LOCATION � EXT. � ..W NDATION CONNECT' ON .. . .' - .. ALL FOU ••` .• � • ,
<br /> DIMENSIONS AND'LOCATfONS OF ALL.OPENINGS, ETC. • • • �,�
<br /> ', SCALE: �' —1 —0
<br /> - 4
<br /> ,• - • , , FOR ' SH R PP `ICALL EA A��A L. LLS A BCE. • VV,.
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<br /> ATERA ON
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<br /> Checked B CCC
<br /> Y
<br /> . Date.- — —
<br /> Da 2 a1 18
<br /> SDAJOBNO.
<br /> '
<br /> . 8588
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