Laserfiche WebLink
i <br /> (. <br /> • W41 . <br /> • <br /> 13/4 LVL BM. •w(3)16d `• (E)2x DECKING OVER rr , <br /> EA.END STAGGERED •*' 2x10 RAFTERS 0 16"oc <br /> PLYWOOD SHEATHING � SWENSON SAY FAGET <br /> PER PLAN ' ` 2x BLKG.w/16d TOE A STRUCTURAL ENGINEERING CORPORATION <br /> - NAILS®4"oc 2124 Third Avenue-Suite 100-Beattie,WA 98121 I ph:206.443.6212 Fax:206.443.4870 <br /> i% 1" r :+: www.swensonsayfaget.com <br /> IL il_ 11 1/2"0 BOLTS k <br /> - :i "- <br /> SPLICE WHERE •• <br /> INDICATED ON (E) - - STONE J. s► <br /> 2x6 BEARING WALL ° ° ° - • �- <br /> PLAN " rib:4 '- <br /> N ' 3/ �;�i������;i. M I Oft <br /> �ANGLE PER PLAN " " 16 V 2 ' <br /> SEE 4/S4.1 FOR PLYWOOD SHEATHING LOCATION 4 ®A.B. 5/810 A.B.w i ROSETTE ti .4 <br /> DETAILS PER PLAN EXT.&2x206 PLATE ,., <br /> L6x6x5/i6 w/4"x1" WASHER INT.DRILL � sstONA 4 <br /> SLOTTED HOLES FROM EXT.TO INT. <br /> I <br /> - A.B.LOCATIONS j SPACING PER PLAN <br /> (E)STEEL LINTEL <br /> (E)LATHE&PLASTER i 0 WINDOWS <br /> ON FURRING STRIPS <br /> • <br /> CLAY DRAWN: <br /> / 1\ <br /> 5x5x�/8 GR.50 ---- - �y WALL TILE BEARING NHD <br /> BENT E ' <br /> 11 5/16 " DESIGN: <br /> 4 RGC <br /> (E)2x14 JOISTS ANCHOR BOLT ANGLE CHECKED: RGC <br /> 2x6 BLOCKING APPROVED: <br /> Elk APPROVED: <br /> (3)16d EA.BLOCK <br /> 2x2x1/4 PLATE WASHER <br /> I. <br /> 3/16 V <br /> 1 Angle Splice 2 3 Roof Eave Section -Ceiling Joists Perpendicular to Wall 4 <br /> WIMP <br /> REVISIONS: <br /> L 50 EA.END <br /> // OF FIRST BLK. � <br /> (E)RAFTER 1 (3)NAILS/BLOCK <br /> I1� 16d NAILING . (E)2x6 BEARING WALL 1/2"0 `�� <br /> 16d NAILING !�� PER SCffEDULE " THRQ ROD w/ • <br /> �fir <br /> ' <br /> 20203/16 E WASHERS <br /> PER SCHEDULE 1,...-..... 8d 0 6 oc •2x NAILEREA.END ��, <br /> PLYWOOD SHEATHING v---------- ;:�;� <br /> PER PLAN Y <br /> j eIli ms. <br /> • <br /> li eg <br /> Rafter Aligned ..4 <br /> :c ❖. ti <br /> ��:1�1� (5)BAYS .,�i,;•; •_==i <br /> 10d 0 3"STAGGER ��� <br /> I 1 AO/ <br /> / 2x BLOCK NG EA. <br /> (E)RAFTER SIDE OF THRD ROD .�❖��• <br /> (E)2x14 JOISTS 0 16"oc <br /> Siti <br /> PLATE PER 4/S4.1 <br /> 2x6 BLKG.w/(2)16d w/(6)1/4"x2"LAG SCREWS glIg9O <br /> EACH BLOCK •®6 oc EA.BLOCK . .a•:�� <br /> OEM• <br /> (E)JOIST liar Not Aligned PROJECT TITLE: <br /> Our Lady of Perpetual Help <br /> 2619 Cedar Street <br /> Everett, WA 98201 <br /> 5 <br /> 6 7 8 . . <br /> .... <br /> ARCHITECT: <br /> M/G Architecture <br /> H (E)RAFTER 1201 First Ave.S,Suite 328 <br /> 16d NAILING Seattle,WA 98134 <br /> SHEARWALL PER PLAN 16d NAILING 1=_ PER SCHEDULE Shearwall Schedule OO OO OO® PH 206-838-5101 <br /> - i " PER SCHEDULE ,-� v FX 206-838-5102 <br /> 8d 0 4 ac 2x NAILER Mark Sheathing Panel Edge Top Plate Connection Base Plate Connection <br /> LB210(DIM LUMBER)OR BASE PLATE Nailing if 2x or LSI. at Wood <br /> PER SHEARWALL NAILING (i / NEW PLYWOOD FLOOR - ISSUE: <br /> U210-R ROUGH SAWN — - <br /> HANGER( ) 5W 1/2"CDX PLYWOOD 8d 04"oc PER 6/54.1 ifid 04"oc <br /> mis <br /> PERMIT <br /> J ! —4x10 _ Rafter Aligned DOCUMENTS <br /> I1 i;— —LUS48 k <br /> 0 BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d 0 12"o.c. <br /> ___b <br /> i 0 8d NAILS SHALL BE 0.131"0 x 21/2"(common)-16d NAILS SHALL BE 0.135"0 x 31/2`(box) am <br /> H--- SHEET TITLE: <br /> � (E)JOISTS � <br /> e ;; _ <br /> `� I IN (E)RAFTER 1 Mai 1 0 TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. Wood <br /> I 1 1 0 2/16"O.S.B.MAY BE SUBSITUTED FOR 1/2"CDX. <br /> ;/ , �, Framing <br /> ' ,/ '/T /��' 13 4 LVL BLKG.w 0 A 2x NAILER ATTACHED W BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. , <br /> � i / � / (E)WALL BELOW - / " / / Details <br /> / A35"0 8 oc&16d <br /> / @ 2 oc FROM SHEARWALL � <br /> /� / / ABOVE Rafter Not Aligned $' 34"-,.-o"u.N.o. <br /> H DATE: <br /> September 10,2008 <br /> PROJECT NO: <br /> 0325-2005-02 <br /> 2601 Cedar St N- SHEET NO: <br /> i <br /> ® <br /> S4. 1 <br /> Joist Header at Strongback9 Shearwall Base Plate Shearwall h <br /> 9 Sc edule <br /> 1 <br /> NO: OF SHEETS: <br /> it 0 <br />