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<br />Valley rafters over 6'-0" long shall be strapped with SIMPSON LST A24 to truss below.
<br />Typical pre-engineered trusses at 24" o,c, (see truss types for interior design),
<br />Hip set rafter jacks 24" o,c,
<br />Conventional fraine hip rafter jacks 24" o,c, with 2" x 6" SPF No.2 or better,
<br />Intersecting hip rafter or ridge members shall have a nominal dimension 2" greater than
<br />hip jacks,
<br />Valley set rafter jacks 24" o,c,
<br />Conventional frame valley set rafter jacks 24" o,c, with 2" x 6" SPF No.2 or belter,
<br />[nletseeHl'lS vaHey sH rafter ja.ek! or ridse memb<!rs shall have a nominal dimension 2"
<br />greater than hip jacks,
<br />Prefabricated structural trusses shall comply "'1th NFPA National Design Specifications
<br />for Wood Construction, IPI Design Specifications for Metal Plale Connected Wood
<br />Trusses and AlTC 100,
<br />All trusses shall be designed and certified by Truss Manufacturer's registered Engineer.
<br />Contractor shall correlate with truss manufacturer to ensure adequate bearing is provided
<br />at end reactions of all girder trusses,
<br />Truss manufacturer shall submit shop drawings to the Contractor and Building Designer
<br />for review and approval prior to fabrication, Contractor shall be responsible for field
<br />verification of dimensions, materials and conditions,
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<br />Slc;GLL NNl EDGE SPACI.'C
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<br />PANEL ATTACHMENT FOR SHEARWALLS & UPLIFT
<br />(For spacing see nailing schedule)
<br />
<br />(9
<br />
<br />5T ANDARD NOTES
<br />
<br />STA\'DARD NOTES FOR WOOD FRA\1ED BEARING WALLS
<br />
<br />11. Header Requirements for Uplift,
<br />[K]= Header ID, No,
<br />[R]= Number of full length studs strapped T &B with a SIMPSON SP4 at each side of
<br />opening, This is a minimum requirement for uplift, additional framing may be required
<br />for gravity loads not checked by this Engineer. See truss manufacturer drawings and
<br />applicable codes for these requirements,
<br />12, 13ear:ng walls to have studs at 16" o,c, unless noted, Strap studs with a SIMPSON SP4 at
<br />each side of openiQg, This is a minimum requirement for uplift, additional framing may
<br />be required for gravity loads not checked by this Engineer, See truss manufacturer
<br />drawings and applicable codes for these requirements,
<br />[J, Interior load bearing wall framed atl6" o,c, with 1/2" round anchor bolts at 4'-0" o,c,
<br />strap every other stud with a SIMPSON SP4 at lOp and bottom, unless noted otherwise,
<br />14, Uplift requirements for girders, Add studs under all girders @ a rate of 1 stud per 700 #
<br />of uplift, strap with SIMPSON SP4 top & bottom,
<br />15, Unless noted on plans, all headers to be SPF No, 2 or better, 2-2 x 12's with 1/2" ply
<br />bClween,
<br />
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<br />
<br />ROOf SHEATHINC P(~ SPt:C'S,
<br />
<br />RIDeE 8(AiJ PER SPEC'S
<br />
<br />PR(-E~, ROOf TRUSSES PER PLAN
<br />
<br />STRAP SCU: PUTE AT EACH tRUSS
<br />WITH SJ\fPSON lSfA24 OR HUCHes (4514
<br />
<br />CONVENTIONAL OVER FRAMING DETAil
<br />
<br />(8)
<br />
<br />
<br />
<br />GIRDER BEARING ON FRAMED WAll
<br />(wood framing single story or top story of 2 ~y)
<br />DOUBLE TOP PLATE SPLICE CONNECT''01T- -,- .
<br />(Load Bearing Wall)
<br />
<br />(I) Every olher Irus! sholl occur over 0 stud
<br />(2) Bottom 2.4 of lop plate shoJI be d:scontinuouS over 0 slud only
<br />(3) Top 2.4 of top plate sholl be discont:nuou! over 0 stud 01 leosl
<br />.32- from 0 bot tom 2)(4 di5continuity.
<br />(4) Doubled Top Plate! Face Noa ../IOd nail! 0 16" o,c,
<br />
<br />FOR NAiliNG
<br />SEE PLAN
<br />
<br />ROOF SHEATHING
<br />FOR THICKNESS AND TYPE
<br />SEE PLAN
<br />
<br />
<br />GABLE END TRUSS _______
<br />....
<br />
<br />"
<br />"y-- 2x "T -BACK" @ VERTICALS LONGER
<br />Y ." THAN 48" - FOR ?I~E S~ PLAN
<br />" " /'
<br />" /
<br />"" / /
<br />"" / /
<br />)x4 S~ONG -iiACK/@ GABLE TRUSS
<br />(aNy if l{u$'s is~oller thon 8'-0")
<br />" .I 73 Poirs of "X"
<br />>' ^ Brocing (2.4) @
<br />/ -< mid ond quorter
<br />/ '" points of truss,
<br />/ / " "At lirst boy only.
<br />/ ""
<br />/ / ""
<br />// ",,\
<br />B'-O"/min, 2x4 BLOCKING @ 48"o.c,
<br />/ FROM GABLE ENO BACK
<br />/ 8'-0" BETWEEN TRUSS
<br />BOTTOM CHORDS,
<br />
<br />SIDING CONT. @ CONN
<br />BLOCK @ ALL EDGES
<br />SEE PLAN FOR TYPE
<br />NAILING SCHEDULE
<br />
<br />~L , /2" GYPSUM CEILING
<br />2x4 BLOCKING (Stagg)
<br />FULL PERIMETER
<br />NAIL @ ]" o,c,
<br />5d COOLER NAiLS
<br />OR GWB54
<br />
<br />BALLOON FRAME TO BOTTOM
<br />OF GABLE END TRUSS
<br />
<br />DIRECT TRUSS TO FRAME CONNECTION, ENDWALL
<br />FOR GYPSUM CEILING DIAPHRAGM
<br />
<br />2x4 (min,) BLOCKING @ EDGES
<br />OF SHEA THING (TYPICAL)
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<br />1/2" ANCHOR BOLTS (6" EMB)
<br />w / 2" WASHERS
<br />@ 4'-0" oc. (TYP - UNO)
<br />
<br />TYPICAL SHEARWALL SEGMENT
<br />
<br />@
<br />
<br />NOTE THAT EXT, SHEA THING MUST BE
<br />NAILED TO TOP PLATE , OR STRAP
<br />EVERYOTHER STUD TO TOP PLATE
<br />~TH A SP4 OR EQUAL
<br />
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<br />2.4 DBl TOP PlA TE
<br />
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<br />32" ~IN,
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<br />TRUSSES 0 24"0,c(uno)
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<br />STUDS 0 16" o.c,
<br />
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<br />BRC, rOOTER
<br />SEE roN PLAN
<br />
<br />1/2" . 8" ANCHOR BOl TS
<br />..; 2" WASHERS (6" E~B,)
<br />o 4'-0" o,c, (TY? - U,N,O,
<br />
<br />STRAP TOP & BOT TOY
<br />SEE PLAN FOR SPACING
<br />AND rOR TY?E, NOTE:
<br />STRAPS ~AY NOT BE R[Q'D
<br />o SOME EXT, BRG. WALLS,
<br />
<br />PT 2.4 BOllOY PLATE
<br />
<br />BEARING WALL OR KNEE WALL DETAIL
<br />(Load Bearing Wall)
<br />
<br />@
<br />
<br />DIAPHRAGM
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<br />STUDS
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<br />DAIOONAL BRAlING lET
<br />INiO FAa; Of STUDS.
<br />
<br />A DIAGONAL BRACE 5HOULD REACH FROM THe
<br />DOUBlE PLATE TO THE 50lE PLATE All) CROSS) 5TUD
<br />5f'ACE5, If THIS 15 NOT POSSIBLE BECAUse Of= AN
<br />OPENINO, A K'BRAce 5HOVLD BE useD. ~NAL eRAlING~ AT TfE COR~R. NOTE THe NAILING PATTERN.
<br />
<br />
<br />NAIL TO
<br />Nt::W
<br />STUDS'tJ""
<br />I OJ H6.\ L ') ~
<br />@\C,"O,C, 0
<br />
<br />~N OLD WALL ,,)1\t:ATIN(,
<br />Ai)l:7(.?)2x.<t :STUDS TQ
<br />13E CUl-\NEC.It:..D V-JI
<br />l-iE W V--/A. ~_L
<br />
<br />HEADER STRAP
<br />
<br />WALL
<br />
<br />~[CTJON
<br />
<br />
<br />GIRDER PER PLAN
<br />
<br />CONNECTORS SHOWN ON
<br />THIS DETAil ARE EXAMPLES'
<br />Ste: PlAN AND CONNECTOR'
<br />CHART rOR ACTUAL REQUIRMENTS,
<br />
<br />1/2"0 ANCHOR
<br />
<br />SIMPSON H7 STRAP MAY BE USED INUEU
<br />OF STUD & GIRDER STRAP AS LONG AS
<br />THE SAME NUMBER OF STRAPS ARE USED
<br />H7 STRAPS MUST BE NAILED TO TRUSS .
<br />TOP PLATE AND STUD PER MANUF, SPEC'S,
<br />
<br />FRAMED OPENINGS IN BEARING WALLS
<br />(wood froming single story or top story of 2 story
<br />Knee Walls Similor) _,_,~____
<br />
<br />ADO STUDS UNDER GIRDERS AS REO'D
<br />/ SEE PlAN FOR NO, REO'D, '
<br />NAIL STUDS TOGETHER @ 16" 0, C STAGG
<br />WITH 8d RING SHANK MIN, ' ,
<br />
<br />2x4 STUDS
<br />@ 1 6" 0 . c ,
<br />(UNO on plans)
<br />
<br />
<br />SOTT,
<br />
<br />, /2"0 ANCHOR
<br />
<br />2x4 SOLE PLATE
<br />
<br />
<br />0)
<br />
<br />~~ER SPECS
<br />
<br />
<br />CON T1NUOUS 2x BLOCKING
<br />AT MID AND QUARTER
<br />POINTS OF TRUSSES
<br />, USE (2) 8d NAILS 0 EACH
<br />TRUSS
<br />ROOF TRUSS ~
<br />(strop not shown) \
<br />
<br />
<br />I.,"~~" JOIST
<br />
<br />
<br />'/2"0 A,B. @ 48" a.c.
<br />w / 2" washers
<br />
<br />DOUBLE
<br />PLATE
<br />
<br />, /2" GYPSUM CEILING DIAPHRAGM
<br />USE 5d COOLER NAILS @ 4" o.c,
<br />REMAINDER TO BE AT 7" 0, C,
<br />
<br />2x4 STUDS
<br />@ 1 6" 0 . c .
<br />(UNO on pions)
<br />
<br />CEILING DIAPHRAGM ATTACHMENT
<br />(wood fram ing)
<br />
<br />CD
<br />
<br />tf~
<br />
<br />2 STORY UPLIFT
<br />(FRAME)
<br />
<br />... ~""-"'----....---.......~..
<br />
<br />..:,~~~
<br />
<br />'- CONNECTORS SHOWN ON
<br />THIS DETAIL ARE EXAMPLES;
<br />SEE PLAN AND CONNECTOR
<br />CHART FOR ACTUAL REOUIRMENTS,
<br />
<br />THE NUMBER OF FULL
<br />LENGTH WALL STUDS
<br />SHALL EQUAL THE
<br />NUMBER OF CRIPPLE
<br />STUDS AT OPENINGS,
<br />
<br />FULL LENGTH STUDS NAILED TOGETHER
<br />/WITH HEADER STUDS @ 16" 0, C, STAGG,
<br />/' NAIL WITH 8d RING SHANK MIN,
<br />
<br />OPENINGS OYER 3'-6"
<br />STRAP FULL LENGTH STUDS
<br />TOP AND BOTTOM WITH
<br />STRAPS PER PLAN
<br />
<br />@)
<br />
<br />2) 16d common
<br />@ EACH JOIST
<br />
<br />RING JOIST PER SPECS
<br />
<br />NAILING PER SPECS
<br />
<br />
<br />~SIDING PER SPECS
<br />(cant. piece @ conn.)
<br />
<br />2X4 BLOCKING
<br />@ SIDING EDGES
<br />(TYP)
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<br />e.'Ip'CI !I or 't>etJ P''U-o, per' .~ r. 1001.
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<br />LINDEMANN ENCINEERING
<br />SEUVICES COMPANY
<br /> COIlSUlllNG ENGINEER S
<br /> 375 ["Sf I-llCH\1^'1 5lJ. S\.lll~ B
<br /> CUAI,IOIH, nORmA JHII
<br /> (!lO~) t42-0HI0
<br /> fAX (OIJ~) 242-0302
<br />Project Nome ond Address '"'l1lI
<br />PURIFOY DRAFTING
<br />REID RESIDENCE
<br />ADDI-rIONS
<br />\... ~
<br />rSf-,lIl1t Title
<br />mtlllJJWlJ1EIAJLS
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<br /> Data
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<br /> DRAWN CIIECi\EO
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<br />"- CAD fIlE: bWQ-rllE
<br /> -
<br />Project Sheet
<br />0018 IS=~
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