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J <br />Q <br />w <br />J <br />J <br />Q <br />w <br />2 <br />N <br />m <br />m <br />J <br />m <br />I <br />w <br />z <br />O <br />U <br />Z) <br />O <br />w <br />w <br />z <br />w <br />J_ <br />LL <br />16d AT P <br />NA <br />SHEARWALL INTERSECTION DETAILS <br />PANEL NAILING <br />INTO EA HD STUD <br />CRIPPLE STUDS <br />AS REQ'D <br />END OF <br />SHEAR WALL <br />ANCHOR BOLT SCHEDULE <br />HOLDOWN <br />ANCHOR <br />BOLT DIA <br />°' KIN <br />STUDS <br />HDU4 <br />%"O <br />(2)2x6 <br />HDU5 <br />%"0 <br />(2)2x6 <br />HDU8 <br />%" 0 <br />(3)2x6 <br />HDU11 <br />1110 <br />6x6 <br />KING STUDS AT <br />F1554 GR 36 ANCHOR HOEDOWN PER SCHEDULE <br />DIA PER SCHEDULE HOEDOWN PER PLAN <br />N/ FORM MOUNT WASHER W/ LAG SCREWS PER MFR <br />FULL SLAB DEPTH EMBED <br />FLOC PANEL EDGE—T <br />° °:." • NAILING <br />. °d <br />CONCRETE SLAB POST PER PLAN <br />a° .d ° <br />PER PLAN <br />FORM MOUNT <br />WASHER <br />HDU HOLDOWN DETAIL <br />T� <br />PLATES <br />PROVIDE PANEL EDGE <br />NAILING EA STUD <br />OR 2—ROWS AT 4x <br />AND 3—ROWS AT 6x <br />TYP <br />Ir <br />FLOOR <br />SCALE 3/4" = 1'-0" <br />SPREADER PLATE <br />PER HOEDOWN SYSTEM <br />SUPPLIER <br />(2)VERT GRAIN <br />2x6 BLOCKS <br />EA SIDE ROD <br />EA FLOOR <br />COMPRESSION STUDS <br />PER HOEDOWN SYSTEM <br />SUPPLIER <br />TENSION ROD COUPLER <br />PER HOEDOWN SYSTEM <br />SUPPLIER <br />TAKE—UP DEVICE <br />REQ'D AT EACH LEVEL <br />PROVIDE MIN 3"SQx/" <br />BRG PLATES <br />TENSION ROD <br />PER HOEDOWN SYSTEM <br />SUPPLIER <br />COUPLER PER <br />HOEDOWN SYSTEM <br />SUPPLIER <br />Y. <br />ANCHOR BOLT <br />PER SCHEDULE <br />C� ONC AND DETAIL <br />SLAB ~' SLAB REINF <br />PER DETAIL <br />PLATE WASHER <br />FORM —MOUNT WASHER PER DETAIL <br />W/ 1 " CLR TO FORM <br />HOLDOWN SYSTEM DETAIL <br />PANEL EDGE <br />NAILING EA <br />STUD, TYP <br />1 <br />COR <br />COMPRESSION `2—ROWS <br />STUD CAN BE PANEL EDGE <br />SHARED, LARGER NAILING <br />ONE CONTROLS <br />CORNER <br />"0 WTS AT 24" O.C. <br />START 6" ABOVE/BELOW <br />TOP/BTM PLATES <br />PANEL EDGE <br />NAILING <br />POST PER PLAN %"O BOLT AT 24" O.C. <br />START 6" ABOVE/BELOW <br />TOP/BTM PLATES <br />AT MID -WALL COND <br />PANEL EDGE <br />OST PER PLAN NAILING <br />PA <br />SCALE 3/4" = 1'-0" <br />6d BEND DIA. " <br />o 19" <br />1 <br />TYPE "A" BAR 6d BEND DIA. <br />19" <br />HAIRPIN BAR <br />ANCHOR REINFORCEMENT DETAIL <br />4„ %"� BOLT AT 24" O.C. S12 SCALE 3/4" = 1'-0" <br />START 6" ABOVE/BELOW <br />TOP/BTM PLATE #4 BTM HAIRPIN #5 TYPE "B" REINF <br />#5 TYPE „A„ r• " a ;� <br />REINF A ° . " d A <br />• <br />EA SIDE ANCHOR d • a #5 TYPE "C" <br />AT CORNER WALL COND AT END WALL COND rB a d �, d REINF o <br />..d •" .' w <br />'d • . • • a . ° z U` <br />PANEL EDGE PANEL EDGE a. <br />NAILING NAILING C) <br />HSS IN SHEARWALL DETAIL <br />1 B <br />SCALE 3/4" = 1'-0" <br />NOTES: <br />1. COMPRESSION MEMBERS SHALL BE AS FOLLOWS: <br />2x/3x — DF STUD GRADE <br />4x/6x — DF #2 <br />2. PLATE BEARING SHALL BE BASED ON DOUGLAS FIR PLATES. <br />3. COMPRESSION MEMBERS LENGTH SHALL BE BASED ON ACTUAL COLUMN <br />LENGTH WITH K=1.0. <br />SCALE 3/4" = 1'-0" <br />PANEL EDGE <br />NAILING, TYP <br />INTERSECTION <br />)ST <br />_AN <br />HSS rwi n�i� n� <br />OUTER COMPRESSION STUD <br />AT STEEL POST <br />HOLDOWN SYSTEM DETAILS <br />SCALE 3/4" = 1'-0" <br />PLAN VIEW <br />c j nrnin MA <br />(2)#5x6'-0" EA WAY LESS THAN D <br />CL <br />EA SIDE ANCHOR <br />0 o W/ HOOK AT SLAB EDGE <br />co <br />4' ° .- <br />d a. <br />d` #5 TYPE "A" REINF <br />EA SIDE ANCHOR <br />#5 TYPE "B" AND #4 BTM HAIRPIN <br />"C" REINF SECTION B—B <br />• a • <br />% <br />"x3"SQ PLATE WASHER #5 TYPE "A" REINF <br />SECTION A —A EA SIDE ANCHOR <br />13 NEAR EDGE HD ANCHOR DETAIL <br />KALE 3/4" = 1'-0' <br />#4 BTM HAIRPIN <br />#4 TOP/BTM <br />SECTION B—B HAIRPIN <br />°`a. <br />da <br />7A <br />"x3"SQ PLATE WASHER <br />SECTION A —A <br />NEAR EDGE HD ANCHOR DETAIL <br />SCALE 3/2" = 1'-0" <br />2—ROWS 16d NAILING <br />TO MATCH PANEL <br />EDGE NAILING <br />TYPICAL <br />PANEL EDGE <br />NAILING <br />SHEATHING <br />PER PLAN <br />NON —SHEAR SIDE <br />OF DOUBLE WALL <br />SHEARWALL JOG SECTION <br />SCALE 3/4" = 1'-0" <br />TYPE ';B" BAR 6d BEND DIA <br />,1Y2 <br />SEND DIA. <br />TYPE "B"/"C" BAR TYPE "C" BAR <br />(PRIOR TO HORIZ BENDS) PLAN VIEW <br />ANCHOR REINFORCEMENT DETAIL <br />#4 BTM HAIRPIN— <br />#5 TYPE "A" r <br />REINF A <br />EA SIDE ANCHOR <br />° .. d <br />N <br />LB PLAN VIEW <br />� #5 TYPE "B" AND <br />co REINF <br />REINF <br />4. <br />d •. <br />CL <br />w <br />m <br />Q <br />J <br />SCALE 3/4" = 1'-0" <br />#5 TYPE "B" REINF <br />d <br />d A #5 TYPE "C" <br />REINF <br />0 (2)#5x6'—O" EA WAY <br />EA SIDE ANCHOR <br />W/ HOOK AT SLAB EDGE <br />#5 TYPE "A" REINF <br />EA SIDE ANCHOR <br />#4 BTM HAIRPIN <br />SECTION B—B <br />S . A. <br />d ,d <br />• d • <br />"x3"SQ PLATE WASHER #5 TYPE "A" REINF <br />SECTION A —A EA SIDE ANCHOR <br />EDGE HD ANCHOR DETAIL <br />#4 BTM HAIRPIN <br />SECTION B—B <br />KALE 3/4" = 1,-0» <br />#5x6'-0" EA WAY <br />EA SIDE ANCHOR <br />W/ HOOK AT SLAB EDGE <br />)T-t u mi i iAIRPIN <br />"x3"SQ PLATE WASHER <br />SECTION A —A <br />EDGE HD ANCHOR DETAIL <br />KALE 3/2„ = 1,-0„ <br />2x6 BLKG T/B HEADER TIGHT TO <br />BEHIND STRAP ROUGH OPENING OR <br />PER TABLE PLATES SIMILAR TO <br />BTM SILL PLATES <br />OPFNINf, STRAP <br />STRAP <br />BLKG <br />SILL <br />PLATE <br />CS16 <br />1 2x <br />2 2x <br />CMSTC16 <br />(2)2x <br />(3)2x <br />CMST14 <br />(2)2x <br />(3)2x <br />CMST12 <br />(2)2x <br />(3)2x <br />WINDOW STRAP DETAIL <br />COIL STRAP PER PLAN <br />TOP AND BTM WINDOW <br />LOCATE 1%" FROM ROUGH <br />OPENING <br />EXTEND TO <br />PANEL EN INTO <br />FULL LENGTH KING <br />STUD EA SIDE <br />OPENING <br />—BTM SILL PLATE <br />PER TABLE <br />SCALE 3/4" = 1'-0" <br />_ (4)#5x6'—O" EA WAY <br />(2) EA SIDE ANCHOR <br />LLJ <br />00 <br />m <br />`d <br />d d - <br />Y/"x3"SQ PLATE WASHER <br />10 MID —SLAB HD ANCHOR DETAIL <br />S(C41LIE 3/411 = 1,-0„ <br />(3)#5 TYPE „A„ ° .. gNCFOR ; .. <br />REINF " . GREATER •KHAN .3.5p. <br />EA WAY • " • FRO EDGE <br />ad' <br />.ay'aL00WNV. ' <br />• • ' d 'ANGH'DR ' •. <br />d.. ° <br />• ° 4 , <br />•' ed' a d 8 <br />i— d • <br />N "d. <br />d <br />PLAN VIEW <br />_ (4)#5x6'—O" EA WAY <br />CL (2) EA SIDE ANCHOR <br />00 <br />cn <br />% <br />"x3"SQ PLATE WASHER (2)#5 TYPE "A" REINF <br />SECTION EA WAY <br />�15MID—SLAB HD ANCHOR DETAIL <br />SCALE 1/2" = 1'-0" <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dogengr.com <br />�V1 C SCI� <br />OF WASy�2Y <br />�P �y� <br />,P 37334 t� <br />�TURAL <br />S/ <br />STAMP <br />Z <br />0 <br />a � <br />W <br />rn <br />E <br />v <br />W <br />'> > <br />Zom� <br />a <br />o <br />w <br />W <br />N <br />La <br />Foo <br />LU <br />Z <br />c <br />c. <br />w <br />d <br />c <br />ram+ <br />m <br />U <br />W <br />O <br />a <br />LU <br />W <br />— <br />M <br />Z <br />o <br />W <br />W <br />y0 <br />W <br />z <br />Z <br />W <br />A+ <br />z <br />W <br />o <br />42Z <br />a W <br />< E <br />t <br />r¢ <br />cc <br />EZ <br />�z <br />LL <br />Q <br />M <br />Cl <br />y <br />�� <br />m <br />�CO <br />L <br />a1 ¢ <br />O z <br />Ox <br />li 0 <br />W � <br />N <br />wp <br />Cj <br />Q <br />c0 W <br />Z <br />a <br />W <br />a <br />O <br />LU <br />U� <br />_UJ 0 <br />J J <br />w <br />w <br />a <br />LU <br />¢ <br />LU <br />� 0 <br />w <br />z o m <br />N_ <br />LL <br />fA <br />O Um <br />a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />SHEARWALL <br />DETAILS <br />S12 <br />