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HomeMy WebLinkAboutPermit File 2008 10th Street (2) 2x4 FLATWISE BACKING AT SPLICE IN TOP PLATE (2)16d NAILS AT 1 EXISTING RAFTERS EXISTING ROOF 3"MIN BACKING INTO EXISTING RAFTERSSK_..._....__......._____ _............._____ ............_.........._)......_______________.._ ..._ SHEATHING i. _,,,,__C....:Ft.,.,,,„_As . sA, t.- \ . I \\ \ _ �� 55 \ I� \ I� r{-s r�4 7_,E!. :. ._... . . FACE NAIL 2 SDWC EA I \. ,, • • I I ROWS OF 10d I I RAFTER I I — SDWC EA STUD TO TOP PLATE " t i v tr �� AT12"OCEA I 1 I r FACE AT I I �R!\ i '/ 2X4 INFILL STUDS TO ALIGN W/ 7„ A35 CLIP _ �� S`� _ SPLICE 1 I i l CEILING RAFTERS BELOW EA STUD -�. 200 I I �L�C�t f\CSJ, I I I I �/ t I I I AP P',O\�CUf�' Y: - r. �_j �: �: cI�gIECTTO FIELD I[e Er�I:.fJ{.. APPROVt� PUNS Cy 2 u1 u �u S cF1Ei['`RCU VJi T OUT AUTHC�P ATIOIJ. LCE POST CAP Z1 L J I L J 1 c lJ 1 " �� '� P FACE TO BEAM —. I I I I 11 1 1 I l I I I I I I I I % . • • I I 1 1 4X POST CONT TO I j, I ; � I 1 j: 1 I, � 1 I E BEAM FROM EXISTING d li --f�-. a i ._ ` . SOUL PLATE I. ` I PSL 16X3.5 I ' i i I t L r L I • L l ` � L> l (2)SDWS x3"EA STUD TO 1-- - - - —�' EXISTING GYP CEILING EXISTING j EXISTING CEILING JOIST I- 7 — - s BUILT UP 2X MSTC28 STRAP @ ; BROKEN TOP PLATE NEW 4X4 POST CONT TO UNDER SIDE OF 1 1 q% ' BEAM NEW POST TO ALIGN WITH NEW 1 V� FOOTING BELOW AND BE LOCATED WITHIN EXISTING WOOD AT DIAGONAL MEMBERS � FRAMED BRG THE END 14"OF BEAM AS NEEDED TO FIT q PROVIDE SDWS x8"AT WALL TO REMAIN FACE NAIL EXISTING BUILT UP SECTIONS EXISTING CONSTRUCTION • STUD TO NEW 4X4 POST WHERE OCCURS W/8d @ 24"OC EA FACE APPROXIMATELY 48"OC EXISTING INFILL NON , V EXISTING FLOOR BRG WALL AS REQUIRED i I SHEATHING Ir 1 I i L ---------- I — � -- L ----------- --- CS16 STRAP ONE FACE OR SDWC PROVIDE SOLID SCREW EA FACE OF COLUMN TO BLOCKING UNDER POST POST BELOW ABU POST BASE 1 NEW 4X4 POST TO ALIGN WITH POST\OVE a (3)#3 BARS EA WY a ao \ a a \ r\ _J FOOTING TO BE POURED v ON FIRM UNDISTURBED ih 2'-0"SQ NATIVE SOIL ,� way. by REPAIR OF EXISTING ROOF BEAM K4,, Ha kingworks ui •-,!--i 121 °° VICKIE NEUPERT RESIDENCE 80 CONSULTING ENGINEERS, PLLC Project number 19220 'd 4f':r ,gpr 600 DUPONT STREET,SUITE B SSK-1 ` BELLINGHAM,WA 98225 Date 01/09/20 c, 4277� • 360-714-8260 ' ' www.king-works.com Drawn by KQH IONS'Checked by KQH Scale 1"=1'-0" e r w a s • ©copyright Kingworks Consulting Engineers PLLC:2017 1/920204:22:46 PM CITY OF ANACORTES PLANNING & BUILDING DEFT: APPROVED PLANS PERMIT #: p ADDRESS: 2 C APPROVED•SY: . —�---�— NEW 2x cosimpytATF FIELD IITS E C i l 'I'`,!. APPROVED PLANS PROVIDE AIDITlO � PLATE WHE Sf�Lii it ti Fo-kRILTE_ v i I i iOUT AUTHORIZATION. SIMPSON SDVVS OCCURS 15450 AT EA RAFTER EXISTING RAFTERS SIMPSON SDWS 15600 AT EA INFILL STUD A35 CLIP EA STUD CENTERED ON INFILL 2X4 STUDS TO ALIGN W/CEILING JOIST EXISTING BEAM AT EXISTING DIAGONAL MEMBERS [ y) APPROXIMATELY 48"OC PROVIDE EXISTING (3)SDWS x 8"SCREWS AT DIAGONAL DIAGONAL MEMBERS TO BUILT UP CEILING JOISTS MEMBERS @ 1" WHERE OCCURS (2)SDWS x3"EA STUD TO EXISTING CEILING JOIST CENTERED IN JOIST DRAWING NOTES: 1. POST TO BE HF NO.2 4X4 2.ALL FASTENERS EXPOSED TO MOISTURE OR IN CONTACT WITH P.T.WOOD SHALL BE ZMAX OR HDG 3.f c TO BE 2500 PSI 4. REINFORCING STEEL 40 KSI MINIMUM ONQ "w OF W SECTION AT ROOF REPAIR ;) 4 ,- ,A kingworks VICKIE NEUPERT RESIDENCE CONSULTING ENGINEERS, PLLC Project number 19220 �,�qr47, �' 60D DUPONT STREET,SUITE B SSK-2 � '�f;.•` ';.* • BELLINGHAM,WA98225 Date 01/08/20 7B, /.�;': 360-714-8260 .p}sG www.king-works.com Drawn by KQH IONA Checked by KQH Scale 1"=1'0" /****♦' ©copyright Kingworks Consulting Engineers PLLC:2017 11920204:22:47 PM