Laserfiche WebLink
2x4 FLATWISE BACKING AT <br /> SPLICE IN TOP PLATE <br /> (2)16d NAILS AT 1 EXISTING RAFTERS EXISTING ROOF 3"MIN <br /> BACKING INTO EXISTING <br /> RAFTERSSK_..._....__......._____ _............._____ ............_.........._)......_______________.._ ..._ SHEATHING <br /> i. <br /> _,,,,__C....:Ft.,.,,,„_As . sA, <br /> t.- \ . <br /> I \\ \ _ <br /> �� 55 \ I� \ I� r{-s r�4 <br /> 7_,E!. :. ._... . . <br /> FACE NAIL 2 SDWC EA I \. ,, <br /> • <br /> • I I ROWS OF 10d I I RAFTER I I — SDWC EA STUD TO TOP PLATE " t i v tr �� <br /> AT12"OCEA I 1 I r <br /> FACE AT I I �R!\ i <br /> '/ 2X4 INFILL STUDS TO ALIGN W/ 7„ A35 CLIP _ �� S`� _ <br /> SPLICE 1 I i l CEILING RAFTERS BELOW EA STUD -�. 200 <br /> I I �L�C�t f\CSJ, <br /> I I I I �/ t <br /> I I I AP P',O\�CUf�' Y: - <br /> r. <br /> �_j �: �: cI�gIECTTO FIELD I[e Er�I:.fJ{.. APPROVt� PUNS <br /> Cy 2 u1 u �u S cF1Ei['`RCU VJi T OUT AUTHC�P ATIOIJ. <br /> LCE POST CAP Z1 L J I L J 1 c lJ 1 " �� '� P FACE <br /> TO BEAM —. I I I I 11 1 1 <br /> I l <br /> I I I I I I I I % . <br /> • • I I 1 1 <br /> 4X POST CONT TO I j, I ; � I 1 j: 1 I, � 1 I E <br /> BEAM FROM EXISTING d li --f�-. a i ._ ` . <br /> SOUL PLATE I. ` I PSL 16X3.5 I ' <br /> i i I <br /> t L r L I • <br /> L l ` <br /> � L> <br /> l (2)SDWS x3"EA STUD TO 1-- - - - <br /> —�' EXISTING GYP CEILING EXISTING j EXISTING CEILING JOIST I- 7 — - <br /> s BUILT UP 2X <br /> MSTC28 STRAP @ <br /> ; BROKEN TOP PLATE NEW 4X4 POST CONT TO UNDER SIDE OF 1 1 <br /> q% ' BEAM NEW POST TO ALIGN WITH NEW 1 <br /> V� FOOTING BELOW AND BE LOCATED WITHIN EXISTING WOOD <br /> AT DIAGONAL MEMBERS � FRAMED BRG <br /> THE END 14"OF BEAM AS NEEDED TO FIT <br /> q PROVIDE SDWS x8"AT WALL TO REMAIN <br /> FACE NAIL EXISTING BUILT UP SECTIONS EXISTING CONSTRUCTION <br /> • STUD TO NEW 4X4 POST WHERE OCCURS <br /> W/8d @ 24"OC EA FACE APPROXIMATELY 48"OC <br /> EXISTING INFILL NON , V <br /> EXISTING FLOOR BRG WALL AS REQUIRED i <br /> I <br /> SHEATHING Ir 1 I i <br /> L <br /> ---------- I — � <br /> -- L <br /> ----------- --- <br /> CS16 STRAP ONE FACE OR SDWC <br /> PROVIDE SOLID SCREW EA FACE OF COLUMN TO <br /> BLOCKING UNDER POST POST BELOW <br /> ABU POST BASE <br /> 1 NEW 4X4 POST TO ALIGN <br /> WITH POST\OVE <br /> a (3)#3 BARS EA WY <br /> a <br /> ao \ a a <br /> \ r\ <br /> _J FOOTING TO BE POURED <br /> v ON FIRM UNDISTURBED <br /> ih 2'-0"SQ NATIVE SOIL <br /> ,� way. by REPAIR OF EXISTING ROOF BEAM <br /> K4,, Ha kingworks <br /> ui •-,!--i <br /> 121 <br /> °° VICKIE NEUPERT RESIDENCE <br /> 80 CONSULTING ENGINEERS, PLLC Project number 19220 <br /> 'd 4f':r <br /> ,gpr 600 DUPONT STREET,SUITE B SSK-1 <br /> ` BELLINGHAM,WA 98225 Date 01/09/20 <br /> c, 4277� • 360-714-8260 <br /> ' ' www.king-works.com Drawn by KQH <br /> IONS'Checked by KQH Scale 1"=1'-0" <br /> e r w a s • ©copyright Kingworks Consulting Engineers PLLC:2017 1/920204:22:46 PM <br />