1503 VIRGINIA AVE 2022-07-27 - Laserfiche WebLink

(E)WOOD FRAMED �SN S M ;•, FLOOR SYSTEM, t FIELD VERIFY STEM WALL FOOTING SCHEDULE REINFORCEMENT 'y„ FOOTING WIDTH PER PLAN FOOTING DEPTH rove Eg' LONGITUDINAL TRANSVERSE ••••" 8"MIN THICKNESS, (E)CONC STEM WALL 1'-4" 8" 2#4,CONT N/A 2'-0" 8" 3#4,CONT N/A — I� T/STEM WALL=� 3'-O" 1'-0" 4,44,CONT #4@12"O.0 FIELDVARIES VERIFY i 5/8"O ANCHOR BOLT W/3"X3"X0.229"PLATE EXISTING NEW i T/FIN GRADE= STEM WALL STEM WALL CONTRACTOR TO VERIFY I ' .nu=nu=on=n' 2„ WASHER.SPACED PER SW SCHEDULE T.O.C.=+0.0" #4 X 2'-4" REBAR, DRILL & EPDXY • Ilnllnil=11iulllin= (4"X4"X0.229"AT ALL DOUBLE SIDED EXISTING 4" INTO THE EXISTING STEM WALL W/ 1/2" SHEARWALLS) FRAMING #4H ® 18" O.C. SIMPSON SET-XP •' rn$II- fiii-f.y. MAX =o . I, REF FRAMING AND SHEAR DETAILS FOR T/FLOOR o nu=nu=mi=lil, PER ARCH w 0 p=:III=IIII=:Til=1 II FRAMING AND NAILING REQUIREMENTS \ =U w • 1111=IIILIIII=IIII`- �; " ' :>\ z qa I it=ill=-nn=Ill=m ►:4. \ T/GONG W^ o a ,. =11111111=g11=1111= a ,,zO _TIE 111:-1111=_.n1IIIl ..MIME" c, ~ 111=1111I11i111I= F Z 0 , __-=n=N IIIW = #4H AT 12"O.C. z o z /� 18 0. P ..._.. tl_I =...'4El " • _ _iiiillii.E 111Rlull — # 0.C. 2 — I, i Il T/GONGFTG z J #4 AT C. TY I-- W m• ulgu rill-III '••^ mr=nll-nl FIELD VERIFY x z -III—III 4VIAT 18" [ g" / uI1=11n-III I gi=uu-m WEDGE ANCHORS a -I I— 8" co Z W •'--ITu-ill....' •' • •. •u=1i11_liu= PER STABIL-LOG m= 11- 1Tu-lnn-ill •^ =1 4 _Zo BACK FILL TO T/FOOTING MIN Z 0 _e-il-all " u- =fir REQUIREMENTS a e= •"=1111= II=1N ^ 11--1- 1111=11I1= "'_' w \ 0 O _ n IIO iiI, i a w =I IT". 1. \(2) #4 IN FTG MIDI 1'-10" LAP I (E)CONTINUOUS , � -� SPLICE I CONC FOOTING a u mo k; "CLR NOTES: — — —'Ip�� — — #4 X 2' 4" REBAR, DRILL & EPDXY 1.CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION STABIL-LOC CONCENTRIC PIER -1 ____ I III III— i . "--'11= 4" INTO THE EXISTING FOOTING, MID DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE , ASSEMBLY PER R&R FOUNDATION ER PLA `\ REINFORCEMENT PER STEM DEPTH SIMPSON SET-XP EPDXY NOTIFIEDPRIORTCOMPONETSSIFMINIMUMSNOTMET. SPECIALIST TO CONFORM TO ESR4121 WALL FOOTING SCHEDULE, CONNECTIONS SIMILAR ID TALL BSMT 2.ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BYA PER PLAN CORROSION RESISTANT SYSTEM.THIS INCLUDES ALL FINAL CUT UNO ON PLAN WALL APPLICATIONS, AND FOOTING -- ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING CONNECTION NOT REQ'D IF ADJACENT SYSTEM BY OTHERS.GALVANIZATION PER ASTM 153/A123 IS FOOTING IS HELD HIGH W/0 STEPS TO RECOMMENDED. I3 NOTE: Contractor to ensure that the new foundation bears on competent native BTM OF DEEP FOUNDATION ' 3.AT CUT INSTALLATION POCKET ALL EXPOSED STEEL REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT aIW soils or structural fill. Structural fill to be compacted to 95%density in REVISIONS _ CORROSION. �,� QI_esra,P-M71 c,,.rr e_ accordance with ASTM D-1557. I DRIVEN PILE INSTALLATION DETAIL 2 NEW STEM WALL & FOOTING SCHEDULE 3 STEM WALL RETROFIT DOWELING (E)WOOD BEAM / [NOTE 4] PROJECT NAME 1503 VIRGINIA AVE EVERETT,WA 98201 S200817-5 WOOD POST PER PLAN ZT SIMPSON PCZ POST [NOTE 4] M RT CAP[NOTE 2] 04/24/2021 __,` SIMPSON EPB POST BASE[NOTE 2] 1'-6"DIAM PRECAST CT,m CONCRETE PAD PER MFR [NOTE 1] ch g z T/GRADE m _,„ INTERIOR 1. III= _P,I,PIn= III?iiI ='111=1111E11111111=1111-Dill=1111 1111E 111-1111=11DI=11D1=Dill= '• J NOTES: Q 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fc=2,500PSI. w 2. BEAM&COLUMN FASTENER QUANTITY AND SIZE PER SIMPSON STRONG-TIE. 3. MINIMUM POST BASE EMBEDMENT DEPTH PER ESR-3050. z O_ 4. WOOD MEMBERS MUST BE EITHER SAWN OR ENGINEERED LUMBER RECOGNIZED IN AN L i_q ��p4 0 ICC-ES EVALUATION REPORT. 6 �i Q 6 i EV�Ea�E�F �� PERMIT co 4 NEW POST BASE 5 NOT USED 6 NOT USED ° `� a