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OUTLOOKERS ® 24" <br />O.C. (PER ARCH) <br />0.131"0 P-NAIL <br />SIMPStT <br />4" O.C. <br />ROOF PLYWOOD OR <br />OSB SHEATHING <br />\\ <br />P.E. ROOF TRUSS <br />\ \ <br />ALIGNED OVER WALL <br />\ <br />\I <br />FOR DRAG STRUT <br />I <br />\ <br />1 \ <br />45"0 P-NAIL R TO <br />7_1 <br />R NAILING SIMPSON <br />A35 CLIP & TYPICAL <br />2x6 STUD WALL ® EXIERIOR <br />NAILING ALL PER <br />SHEARWALL TABLE <br />WALL COMPONENT <br />NOT: @ EXTERIOR GABLE END <br />PER SHEARWALL <br />WALL PROVIDE 2x6 KICKERS ® <br />TABLE <br />60" O.C. TO BLKG BTWN <br />TRUSSES. PROVIDE A35 CLIP <br />' AT SCISSOR TRUSS COND. <br />@ TOP PLATE & (4) .145"0 P-NAILS <br />USE 2x6 BLKG. @ 60" O.C. <br />TO BLKG. PROVIDE (6) .131"0 P-NAILS <br />FROM GABLE END TRUSS <br />FROM ROOF SHEATHING TO BLKG. OK TO <br />VERT. MEMBERS TO BOT. <br />USE STEEPER SLOPE UP TO 2:1 IF REQUIRED. CHORD OF 1st TWO SCISSOR <br />TRUSSES. F-LACE 2x6 KICKER <br />® <br />FROM 2ND TRUSS TO ROOF' <br />' RAKE WALL <br />CONNECTION <br />HGR TO BE APPLIED OVER PWD SHEATHING <br />ONLY. HGR MFR DOES NOT ALLOW USE <br />OVER GYPSUM BOARD. CONTACT ENGR IF <br />SITUATION OCCURS ® GYPSUM EXTERIOR/ <br />WALLS. <br />/ 2" NORMAL <br />WEIGHT CONC <br />- 1/2" (ARCH 3/4" PW <br />TO VERIFY) <br />SOFFIT PER ARCH -J <br />2x10 ® 24" O.C. <br />2x- BLKG BTWN EA DECK JOIST <br />TYPICAL DECK DETAIL <br />1x- UNDER 2x- ABOVE <br />R TO R NAILS PER S.W. <br />TABLE <br />2" NORMAL WEIGHT <br />A, <br />CONC <br />1" (ARCH <br />TO VERIFY) <br />V3/4" PW <br />1" GYPCRETE <br />(TYP) <br />2x8 12" O.C. —� 1 <br />SOLID BLKG AS REQUIRED <br />TO MATCH THRESHOLD <br />`— FL' TO R NAILS OR SIMPSON <br />CLIP PER S.W. TABLE <br />(2) LAYERS <br />88'-0" (MAX)MAj OF 5/8" GWB <br />p 'I (ARCH TO VERIFY) <br />ALTERNATE BREEZEWAY <br />(OPTION TO DET 17/S13) <br />USE 16d NAILS IN 2 ROWS, <br />STAGGERED @ 5" O.C. 1" GYPCRETE <br />OPTIONAL TO USE 0.148"0 (TYP) <br />P-NAILS @ 4" O.0 OR 1/2"0 <br />THRU BOLTS @ 12" O.C. IN <br />LIEU OF 16d NAILS <br />2" NORMAL WEIGHT CONC. <br />1" (ARCH <br />TO VERIFY) A <br />V3/4" P <br />Ai <br />SOFFIT PER ARCH. <br />VENT PER ARCH. - <br />NAIL OR <br />BOLT <br />2x8 12" O.C. SPACING <br />8'-0" (MAX) _ -- -- -- <br />x x <br />x x <br />TYPICAL BREEZEWAY VIEW A -A <br />N.T.S. <br />3' <br />3/4" TYP. STAPLES PER PLAN <br />L L <br />SECTI <br />PLYWOOD PAN <br />3%24 GAUGE <br />METAL STRAP <br />STAPLE CROW <br />PERPENDICULP <br />TO LONG DIRE <br />OF PANEL. S <br />PER PLAN. <br />DASHED LINE <br />INDICATES <br />FRAMING <br />MEMBER BELOW <br />SPACING <br />PER PLAN <br />TYPICAL STAPLE STRAP BLKG <br />N.T.S. <br />ROOF PLYWOOD OR <br />0.131 "0 P-NAIL © OSB SHEATHING <br />6" O.C. <br />BLOCKED OSB PANELS <br />SIMPSON A35 CLIPS SAME TYPE AS WALL <br />® 72" O.C. % \ BELOW <br />r SIMPSON TABLE <br />PER W P.E. ROOF TRUSSES <br />S <br />TYPICAL NAILING <br />_�_:: <br />2x10 BLOCKING BTWN <br />TRUSSES (TYP) 0.148"0 P-NAIL R TO R <br />NAILING PER SW TABLE <br />5" AIR GAP PER <br />ARCH <br />[FOR SHEARWALL COMPONENTS <br />SEE FRAMING PLANS. I <br />1x- UNDER 2x- ABOVE <br />1" GYPCRETE <br />3/4" T&G <br />PLYWOOD <br />OPTIONAL TO USE SIMPSON <br />A35 CLIP INSTEAD OF R TO <br />R NAILS THRU P.E. JOIST <br />FLANGE <br />ZPE.FLOOR JOISTS <br />PER PLAN ( II OR 1 ) <br />14 <br />5" AIR GAP <br />PER ARCH <br />.145" 0 P-NAIL F TO FE <br />PER TABLE <br />TYPICAL OR P-NAILS <br />PER TABLE <br />P.E. BLOCKING © JOISTS <br />1 TO WALL. DBL RIM <br />JOIST OR BLKG REQ'D <br />® SOME LOCATIONS <br />.145" 0 P-NAIL R TO P <br />PER TABLE <br />TYP OR P-NAILS <br />PER TABLE <br />WALL COMPONENT PER <br />SHEARWALL TABLE <br />WALL COMPONENT <br />PER SHEARWALL <br />TABLE <br />1/2" DIA A.B. <br />PER S.W. TABLE <br />i•. A. a <br />INTERIOR THICKENED FTG <br />PER DETAIL 4/S6 <br />GARDEN UNIT WIDE PARTY <br />13 WALLS (DETS 13-15) <br />NQ I L• <br />STAGGER SPLICE FROM ONE <br />SIDE OF WALL W/ SPLICE <br />FROM THE OTHER SIDE OF <br />THE WALL. ALSO STAGGER <br />PANEL EDGE NAILING INTO <br />EACH STUD. <br />SHEATHING SPLICE <br />STUDS PER PLAN <br />PANEL EDGE NAILING <br />SHEATHING SPLICE <br />�2 SHEARWALL SHEATHING LAYUP <br />I 0.131 "0 P-NAIL C <br />6" O.C. <br />SIMPSON A35 @ EA SIDE OF <br />TRUSS PER SW TABLE <br />1x- UNDER 2x- -\BOVE <br />1" GYPCRETE <br />3/4" T&G <br />PLYWOOD <br />OPTIONAL TO USE SIMPSON <br />A35 CLIP INSTEAD OF R TO <br />R NAILS THRUP.E. JOIST <br />FLANGE <br />ZPE.FLOOR JOISTS <br />PER PLAN ( II OR 1 ) <br />110 <br />ROOF PLYWOOD OR <br />OSB SHEATHING <br />P.E. ROOF TRUSSES <br />/�— 0.148"0 P-NAIL TOENAIL <br />/ OR SIMPSON CLIP PER <br />SW TABLE <br />TYPICAL NAILING <br />0.148"0 P-NAIL R TO R <br />NAILING PER SW TABLE <br />FOR SHEARWALL COMPONENTS <br />SEE FRAMING PLANS. <br />.145" 0 P-NAIL R TO R. <br />PER TABLE <br />TYPICAL OR P-NAILS <br />PER TABLE <br />-P.E. BLOCKING ® JOISTS <br />1 TO WALL <br />145" 0 P-NAIL FU TO FL' <br />PER TABLE <br />TYP. OR P-NAILS <br />PER TABLE. <br />WALL COMPONENT PER <br />SHEARWALL TABLE. AT <br />TYP PARTY WALL SHEATH <br />EACH WALL THE SAME. <br />WALL COMPONENT <br />PER SHEARWALL <br />TABLE <br />1/2" DIA A.B. <br />PER S.W. TABLE <br />d d <br />INTERIOR THICKENED FTG <br />PER DETAIL 3/S6 <br />TYPICAL GARDEN UNIT PARTY <br />WALL (DETS 9-11) <br />6x10 LANDING BEAM <br />SIMPSON A35 CLIP <br />EA SIDE <br />�- 2x6 STUD SPACING <br />& QUANTITY PER <br />PLAN <br />(2)2x6 BRG STUDS UNDER <br />BEAM ABOVE <br />g STAIR LANDING BEAM CONN. <br />7 <br />r6 <br />2x4 STUD WALL ® INTERIOR <br />U.N.O. ON PLANS <br />TYP OR P-NAILS <br />PER TABLE <br />PROVIDE ADDITIONAL JOI�T- <br />TO ALIGN W/ BEARING AND/ <br />OR S.W. ABOVE AND BELOW <br />OPTIONAL TO USE <br />SIMPSON A35 CLIP_f_ <br />INSTEAD OF It' TO <br />F'E NAILS THRU P.E. <br />JOIST FLANGE <br />.148" 0 P-NAIL E TO FE --` <br />PER SHEARWALL TABLE <br />0.131" 0 P-NAIL @ <br />6" O.C. TYP <br />ROOF PLYWOOD OR <br />OSB SHEATHING <br />P.E. ROOF TRUSS <br />ALIGNED OVER SHEAR <br />WALL FOR DRAG <br />STRUT <br />0.148" 0 P-NAIL R <br />TO R NAILING OR <br />SIMPSON A35 CLIP <br />& TYPICAL NAILING <br />ALL PER SHEARWALL <br />TABLE <br />WALL COMPONENT <br />PER SHEARWALL <br />TABLE <br />0.148" 0 P-NAIL T TO <br />R PER SW TABLE <br />tx- UNDER 2x- ABOVE <br />1" GYPCRETE <br />3/4" PLYWOOD <br />P.E. FLOOR JOISTS <br />PER PLAN (II OR 1) <br />2x- PLATES <br />WALL COMPONENT <br />PER SHEARWALL <br />TABLE <br />WALL COMPONENT <br />PER SHEARWALL <br />TABLE <br />- 1/2" DIA A.B. <br />PER S.W. TABLE <br />� INTERIOR THICKENED THICKENED FTG <br />PER DETAIL 2/S6 <br />TYPICAL GARDEN UNIT INTERIOR <br />WALL (DETAILS 5-7) <br />4'-0" MIN <br />MIN r(8) 0.148"0 x 3-1/4" <br />LONG P-NAILS ® EA <br />SPLICE U.N.O. <br />SPLICE <br />SPLICE <br />MQTF— <br />WHERE PLATE DISCONTINUITIES ARE CREATED BY BEAMS <br />& PIPES, ETC. STRAP W/ (1)-SIMPSON ST6236 UNLESS <br />NOTED OTHERWISE. <br />1-1/2" <br />MIN <br />TYPICAL TOP CHORD SPLICE <br />ROOF SHEATHING P.E. ROOF TRUSSES <br />24" O.C. <br />0.131"0 P-NAIL @ - <br />6" O.C. <br />2x- BLKG —� <br />SIMPSON H2.5 <br />CLIP @ EVERY TRUSS <br />OPTIONAL TO INSTALL <br />ON INTERIOR i <br />0.148"0 P-NAIL TOENAIL -- <br />OR CLIP PER SW TABLE <br />TYPICAL OR P-NAILS <br />PER TABLE <br />0.148"0 P-NAIL— <br />F'E TO R NAILING <br />L <br />1x- UNDER 2x- ABOVE <br />1" GYPCRETE <br />3/4" T&G PLYWOOD-\ <br />SIMPSON A35 PER SW TABLE <br />TYP OR P-NAILS <br />PER TABLE <br />WALL COMPONENT <br />PER SW TABLE <br />Q2� <br />MAY VARY -SEE <br />ARCH. ELEVATIONS <br />12 <br />410 <br />�— <br />SLOPE PER ARCH <br />REFLECTED CEILING <br />PLAN & TRUSS MFR <br />SPACING OF NAILS <br />PER SHEARWALL <br />TABLE. <br />0.148"0 P-NAILS R <br />TO R PER SW TABLE <br />TYPICAL OR P-NAILS <br />PER TABLE <br />P.E. RIM BOARD <br />SHOWN. OPTIONAL <br />TO USE P.E. RIM <br />JOIST. USE CLIP OR <br />TOENAILS W/ RIM <br />BOARD & Ft TO FU <br />OR CLIP W/ RIM <br />JOIST. <br />ISTS <br />PER PLAN (11 OR 1) <br />0.1480 P-NAILS IE <br />TO fE PER SW TABLE <br />2x TREATED R WALL COMPONENT <br />W/ AB's PER PER SW TABLE <br />SHEARWALL SCHEDULE <br />TYP OR P-NAILS <br />(1) #4 @ TOP PER TABLE <br />RIGID INSULATION <br />PER ARCH <br />D <br />EXTERIOR STEM WALL <br />10101 7th Ave SE PER DETAIL 1/S6 <br />TYPICAL GARDEN UNIT EXTERIOR <br />WALL (DETAILS 1-3) <br />Structural Engineering Consultants <br />16 X <br />1 <br />u; <br />v/ <br />Z a <br />W <br />ZO <br />O� <br />�QZ LL <br /><�_`� <br />On Ll<0 <br />0 <br />LU ®�LUW <br />W�w� <br />��>Q <br />aWa: <br />® 0 <br />...i u. <br />w <br />a <br />z <br />0 <br />a <br />x <br />z <br />0 <br />0 <br />0 <br />I <br />rn <br />0 <br />M fw/J <br />Oc°' <br />o O1 <br />� W � <br />x z rn <br />o a <br />cn <br />z <br />z <br />coCQ <br />iwc. ,,.. <br />m <br />0 <br />ti <br />�o <br />6 <br />g <br />0� <br />C V <br />0� <br />off, <br />v <br />0 wq <br />m � � <br />W o <br />U '� <br />M0❑ <br />7El(7 <br />m <br />m <br />00 <br />a) <br />m <br />'-1, <br />O <br />n <br />0) <br />N <br />O <br />m <br />W <br />(n <br />�O <br />0 <br />LLJ <br />m <br />C <br />Z <br />CD <br />W <br />V � <br />O <br />U) <br />0 <br />QLi fr_ <br />cf) <br />f- <br />O <br />TU/B ITT, SET ONLY <br />,, F9R CONSTRU(�ON <br />fES�-J/fjAWIN 5 AP•E SUBJECT <br />VI$IOJJ5 PENDING LOL JURISDICTIONAL <br />SCALE: V=V-0" U.N.O. <br />3 <br />W <br />a <br />z <br />z <br />z <br />w <br />K <br />0 <br />z <br />w <br />x <br />a <br />0 <br />