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HV <br /> Harriett Valentine Engineers Inc. • <br /> 1932 First Avenue,Suite 720 <br /> Seattle,Washington 98101-2447 <br /> PANEL EDGE NAILING PER PANEL EDGE NAILING PER tel 206 624 4760 fax 206 447 6971 <br /> PLAN (8d @ 6"oc U.N.O.) PLAN (8d @ 6"oc U.N.O.) www.harriottvalentine.com <br /> HU26 HANGERS \ DO NOT SPLICE WALL \ DO NOT SPLICE WALL --- <br /> / WE BEAM PER PLAN AT EX. 2x6 FRAMING SHEATHING ABOVE TOP PARAPET STUD WALL SHEATHING ABOVE TOP \ PARAPET STUD WALL <br /> HU1.81/5 HANGERS PLATE OF SHEARWALL 2x6 @ 24"oc PLATE OF SHEARWALL \ 2x6 @ 24"oc <br /> AT NEW LVL FRAMING \ <br /> \ TAPERED SLEEPERS \ TAPERED SLEEPERS <br /> �• � ' (SLOPE PER ARCH I.) 10d BOX FACENAIL \ <br /> (SLOPE <br /> PER ARCH'L.) <br /> __I I — - a o (3) 10d BOX EACH AT TOP AND BOTTOMel <br /> / \ __� SIDE OF BLOCKING �� =�/ 1 TJI FLANGES ��• 7 6 <br /> KERF PLATE /:.,". \ V RAFTERS PER PLAN • RAFTERS PER PLAN <br /> 3/16"x 21/2" w/ 3 / I .\ — 4x WEB BLOCKING BOTH 11/4" LSL RIM I\ \' V� 11/4" LSL RIM — <br /> (2) /8"0 THRU— /16 SIDES ATTACHED WITH (U.N.O. ON PLAN) \\�\ •\ (U.N.O. ON PLAN) \ \BOLTS 5/80 THROUGH BOLTS BLOCK ONE BAY FULL— <br /> AT 32" oc \ DEPTH @ 48"oc WITH <br /> COUNTER—BORE \ \ LSL 11/4" RIMBOARD — 10d BOX EACH SIDE <br /> NUT AND HEAD WOOD COLUMN PER PLAN FIT TIGHT TO TJI OF TJI TO PLATE — <br /> AS REQUIRED - STEEL BEAM PER PLAN SHEARWALL PER PLAN — • SHEARWALL PER PLAN • DRIVE NAILS 11/2" MIN. <br /> FOR FINISHES (8/S4.0) 10d BOX TOENAIL EACH (8/S4.0) FROM END OF TJI <br /> SIDE OF LSL TO PLATE <br /> WE BEAM BEARING ON WOOD COLUMN (KERF) <br /> 3/4" 1 ,m0„ 1 1 -1 /2„ 1 '-0„ 2 3/4" = 1 '-0„ 3 3/4" = 1 '-0„ 4 <br /> SHEARWALL PER PLAN 2x6 P.T. PLATE WITH <br /> HU26 HANGERS 5/3"0 ANCHOR BOLTS PER <br /> 2x6 NAILER ATTACHED #4 @ 16"oc VERT. SW SCHEDULE (@ 48"oc <br /> WITH 5/6"0 WELDED (ALT, HOOKS) ELSEWHERE) <br /> COLUMN PER PLAN THREADED RODS AT 32" oc BLOCK ONE JOIST BAY <br /> \� #4 @ 10"oc HORIZ. \ / FULL—DEPTH @ 48"oc V£ a <br /> o - [(2) AT TOP OF WALL] 4<- --_-_1-< / - - VA.L.,&',' , <br /> ABA SERIES POST BASE • ���� 4 CI � � — ®v�w�sr,,f�' , <br /> 3 4 EACH WAY BOTTOM 3x WEB BLOCKING BOTH 4:-. /Ia1( ) # f*—\ JOISTS PER PLAN L° ) 1 I� <br /> EXISTING SLAB SIDES ATTACHED WITH (� <br /> — --�— /80 THROUGH BOLTS �\.� � \ /`%yyyw�i\yy�y �v yyy\ ,7.� : , __,_,,:, "� <br /> c- -- ��' AT 32 oc � ,r�39924 � <br /> -- LEDGER 3x// \\ LEDGER 2x10 (P.T.) ��'��i�iAL� 4 Q <br /> / \ (P.T.) WITH \� WITH 5/8"0 ANCHOR ` � <br /> \;\//;// ,, y ,,2 //1y/y', /v" STEEL BEAM PER PLAN y 5 n I \ „ <br /> °A/yVA/yV��// /��i\\ •• 0 • y\/y///y'' �\`�- yV • /5 0 ANCHOR \A • BOLTS @ 32 oc <br /> 1 BOLTS @ 16 oc \i Project Contact <br /> / lyKv • <br /> �V� VA, yam; _ °3° Todd Valentine <br /> o° ° \ \ \\\\\i\\f °°°°�° \/\\\�\/.\///\\/\/ \\\� fax 2 6 447 69 0 ex.27 <br /> Oo <br /> ,. n ° _ A tvalentine@harriottvalentine.com <br /> / \\'%\'/ SEE 7/S3.0 FOR WALL Project Architect <br /> 2'-6" SQUARE DRAINAGE PER ARCH'L / 5" 6" 5" (2) #4 CONT. AND FOOTING CALLOUTS Workshop <br /> 0 s South Washington Street <br /> 1 i I I I Seattle,WA 98104 <br /> Project <br /> 3/4" — 1 '-0„ 5 1 -1 /2„ = 1 '-0„ 6 3/4" = 1 '-0„ 7 3/4„ = 1 '-0„ 8 Laurel Drive <br /> 600 Laurel Drive <br /> Everett,WA 98201 <br /> Issue <br /> D 3'm0" MIN, CORNER BARS TO MATCH 4/2/19ate Issue Descriptionscription <br /> // EXT. HORIZ. REINF. <br /> ii e AS SHOWN•, �• n <br /> CONCRETE WALL DOUBLE \ ADD'L n \ TYPICAL CORNER BARS: <br /> CURTAIN VERTS i <br /> , 24 SHEAR WALL PER PLAN <br /> 24 SEE 8/S4.0 FOR BOTTOM DuildingDepartmentApproval <br /> PLATE ATTACHMENT ; <br /> (3)#4 CONT. , <br /> EXISTING SLAB <br /> (1) #5 OR #4 CORNER BARS TO MATCH \ i <br /> DIAGONAL IN HORIZONTAL REINFORCING <br /> WALL (ALTERNATE HOOKS) <br /> a J . <br /> TYP, FOOTING SINGLE w %�w�/v /y� /�/v , - /v/v%v/\V y /\/ <br /> / REINFORCING CURTAIN ADD'L. TYPICAL CORNER BARS: <br /> / <br /> VERTS. 24 \�\\\\\ • Drawing Title <br /> ZEE BARS TO MATCH / c,,,L24r----- STtIlCTU; ' L DETAILS <br /> TYPICAL FOOTING REINF. <br /> w <br /> 1'-6" r <br /> Drawing Number <br /> TYPICAL STEPPED FOOTING TYPICAL CORNER BARS AT CONCRETE WALLS w <br /> ce <br /> D <br /> 3/4" = 1 —0 9 3/4 1 -0 0 3/4" 1 ®0 3/4" = 1 -0 1 2 <br /> C "Y OF EVERETT <br /> REVIEWED FOR ,PPS:RM <br />