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4��Y S. FI <br /> sfa <br /> 5FA Design Group.u.c <br /> .off ¢ I 'o EEe v =,a..,a..., a�R� <br /> O 7 4 PoNanE,OR 13cavk,WA <br /> 4, IS���A B (e, V, 1 <br /> D 4*ONAL V, 1 <br /> 61'-0" <br /> 32'-3" 7'-3" 5'-0" 16'-6" I EXPIRES: 12/24/24 d <br /> L. <br /> 3'-0" 6'-0'I Z <br /> z <br /> c)i TYP z <br /> 0 N Q� 007-L6x6x3/8x3'-0" <br /> Q <br /> • OTT i o 0- CC <br /> °.I I W W <br /> c. �1 I (E) FOUNDATION/(N) PIN PILE LAYOUT PLAN NOTES: CC 0 w o <br /> o i i= N ) z z C\I <br /> "cNi `o t I I 1. REFERENCE S1.1 FOR GENERAL REQUIREMENTS 0 <br /> Q <br /> I <br /> � I' H I 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES LLI i s <br /> ' ! 1/S4.1 TYP I: BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS < (,) <br /> _._ TO WORK TYP© - - - - = - - = - - - - - - - -�( ,-�-.r-_ - .. ° - - - - - - - - PRIOR Q Z <br /> I" 3. °' INDICATES (E) CONC STEMWALL ON (E) CONC FOOTING z W cT- w <br /> (CONTRACTOR TO VERIFY 6"Wx2'-0"H (E) CONC STEMWALL AND — o > <br /> ,: I 0'-12"Wx10"DP (E) CONC FOOTING MIN TYP (NOTIFY ENGINEER OF 0 Cl) W <br /> `f 1 I°' RECORD IF FIELD CONDITIONS DIFFER IN THE AREA OF WORK)) LL LU <br /> (E) CRAWL I ,; <br /> SPACE I,:, 4. SECTION CUT - DETAIL NUMBER/SHEET NUMBER W (n <br /> o (. 5. > Q <br /> d N (E) WOOD BEAM I ;., j <br /> 0 FOUNDATIONOBRACOKET PER DETAILS ON S4.1 PILE((4)W TOTAL) FS2386 Q <br /> : (E) CONC SLAB ON PUSH PIER INSTALLATION NOTES: 2 w <br /> I 1; GRADE TYP UNO • DESIGN LOAD = 5,838 LBS <br /> '-I I X.. .1 • 2.375"0 PIPE PILE W/ 0.190" THICK WALL <br /> I I ; • MINIMUM 10'-0" INSTALLATION DEPTH & DRIVE UNTIL LESS THAN <br /> 0, <br /> I I 11: 1" MOVEMENT IS OBSERVED IN A 1 MIN TIME SPAN WITH A (E)FDN/(N)PIN <br /> I'= I I 110LB (OR 140LB) PNEUMATIC HAMMER PILE LAYOUT PLAN <br /> I 1 I I 6. PIN PILE SPACING SHALL BE AS INDICATED ON PLAN <br /> L °' 7. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION CRACK REVISIONS <br /> O <br /> IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS <br /> 8. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC <br /> Iy 17777777777 CEMENT OR EPDXY <br /> o I 1 ( 9. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO <br /> 1 <br /> I' I I PROJECT MFR22 19 NO: <br /> I DESIGNED BY: <br /> 4 — — — — — — — — — JAM <br /> I-::::. :.:::.._J DRAWN BY: <br /> JAM <br /> CHECKED BY: <br /> JLD <br /> DATE: <br /> (E) FDN/(N) PIN PILE LAYOUT PLAN All <br /> SHEET NO: <br /> SCALE: 1/8„_1'-0" ./ S2.1 <br />