Laserfiche WebLink
I <br />(E) WOOD FRAMED <br />FLOOR SYSTEM, <br />FIELD VERIFY <br />--- <br />v) <br />a �— a <br />(E) CONC STEM WALL I WOOD POST PER PLAN <br />T/STEM WALL = I (NOTE 41 <br />FIELD VERIFY SIMPSON CB66 <br />8"MIN THICKNESS, T/FIN GRADE _ (4) A ORNE OR APPROVED EQUIVALENT <br />CONTRACTOR TO VERIFY° _ _ = VARIES (1) @ EA CORNER POST BASE [NOTE 21 <br />un_nu=nu=u°= VI SQx 1'-2" DP <br />F CONTINUOUS CHANNEL — ° CONIC PILE CAP [NOTE 1 & 51 <br />0 & ANCHORAGE WHERE 11'0°=1III=1nl= (E) FTG TO BE CUT FLUSH <br />o r rJl=liu=lTa_nl <br />LL REQ'D PER PLAN u=:nl=m_I=IIII=1 WITH FACE MAXTEM WALL N <br />n m na=1 <br />u., WITH A 12" WIDTH FOR <br />u nu ull 'In=III Lu <br />z o t CHANNEL_ _ _ _ _ n III a un. INSTALLATION POCKET W <br />II Iili !III 11-II - 111 --IIII B1L- l <br />N OU ~I II III I =_IIII_ III IIII-IIIIN <br />6"MAX �I .I!II IIII fill} <br />iv II III III ',III-Iil - <br />lul IN-111 T/CONCFTG= dun lul n 61 MM 17 u <br />rl i fill IN Im li Fin -Fill full FIELD VERIFY <br />111-IIII -IIII ° II-IIII_IIII_ IIII 11161_II II II III IIII- <br />IIII =IIII II IIII=1111_III IIII I== I! III III-_ II _ u <br />IIII. IIII II- IIII IIII- <br />(2) ti4 HORZ .11 IIII II IIII <br />Fin=11n II mi=uu=r - II Iul-m _u <br />_ u u_liu_nr TOP&BOTTOM Fin glnl <br />=IIII. 11=IIII=IIII-IIII-=i111=1if 1=IIII-` EA WAY <br />IIII=IIII-,.,-- ,�. <br />I_nu=ml _ <br />(E) CONTINUOUS <br />CONIC FOOTING IDEAL HELICAL PILE & REPAIR <br />BRACKET ASSEMBLY PER <br />NOTES: R&R FOUNDATION SPECIALIST NOTES: <br />1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING TO CONFORM TO ESR-3750 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF Pc = 2,500PSI. <br />FOUNDATION DIMENSIONS PRIOR TO INSTALLATION. 2. COLUMN FASTENER QUANTITY AND SIZE PER COLUMN BASE MANUFACTURER <br />ENGINEER -OF -RECORD TO BE NOTIFIED PRIOR TO 3. MINIMUM COLUMN BASE EMBEDMENT DEPTH PER MANUFACTURER <br />INSTALLATION IF MINIMUMS NOT MET. 4. WOOD MEMBERS MUST BE EITHER SAWN OR ENGINEERED LUMBER RECOGNIZED <br />2. ALL ASSEMBLY COMPONENTS TO BE GALVANIZED IN AN ICC-ES EVALUATION REPORT. <br />PER ASTM A153/A123. 5. A PRECAST CONCRETE BASE IS ALSO ACCEPTABLE PROVIDED IT IS A MINIMUM <br />3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL OF 18" SQUARE. PRECAST BASE INFORMATION SHALL BE SUBMITTED TO FOR <br />REINFORCEMENT SHALL BE SEALED OR COATED TO PRIOR TO CONSTRUCTION FOR APPROVAL. <br />PREVENT CORROSION. <br />HELICAL PILE INSTALLATION DETAIL 2 INTERIOR CONCRETE POST BASE 3 NOT USED <br />s <br />Li I Y Ur tvE-R I -t <br />REVIE►I FOR PERIMIT <br />4 NOT USED 5 NOT USED 6 NOT USED <br />W: <br />W. <br />° 'z <br />Z 0 <br />�,W <br />v <br />z <br />ZIZ <br />Z <br />0i0 w <br />J <br />222 48th St <br />Everett, WA 98203 <br />S200306-1 <br />ZT <br />M RT <br />5/18/2020 <br />I.n <br />J <br />Q <br />w <br />0 <br />Q <br />o <br />o <br />z <br />0 <br />