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(E) FOUNDATION/(N) PIER/HELICAL TIEBACK/STABILIZER LAYOUT PLAN NOTES: <br />1.' REFERENCE S1.1, S1.2, & S1.3 FOR GENERAL REQUIREMENTS <br />2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES <br />BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS <br />PRIOR TO WORK TYP <br />INDICATES (E) CONC STEMWALL ON (E) CONC FOOTING <br />(CONTRACTOR TO VERIFY 6"Wx2'-0"H (E) CONC STEMWALL AND <br />1'-0"Wx6"DP (E) CONC FOOTING MIN TYP (NOTIFY ENGINEER OF <br />RECORD IF FIELD CONDITIONS DIFFER IN THE AREA OF WORK)) <br />4• - INDICATES (E) CONC STEMWALL ON (E) CONC FOOTING <br />(CONTRACTOR TO VERIFY 6"Wx2'-O"H (E) CONC STEMWALL AND <br />1'-0"Wx6"DP (E) CONC FOOTING MIN TYP (NOTIFY ENGINEER OF <br />RECORD IF FIELD CONDITIONS DIFFER IN THE AREA OF WORK)) <br />5. ® INDICATES (E) WOOD POST/COLUMN <br />6• ` j INDICATES (N) POLYURETHANE BACKFILL PER DETAIL 1/S4.3 & 1/S4.4 <br />((4) TOTAL) <br />7. � X/SX.X SECTION CUT - DETAIL NUMBER/SHEET NUMBER <br />8. Q)E, INDICATES LOCATION OF SAFEBASE 288 PUSH PIER W/ LIGHT DUTY <br />OR SABERTOOTH LIGHT DUTY WHERE TIEBACK OCCURS <br />FOUNDATION BRACKET PER DETAILS ON S4.1 & S4.2 ((12) TOTAL) <br />PUSH PIER INSTALLATION NOTES: <br />• 2.875"0 PIPE PILE W/ 0.165" THICK WALL <br />• 3.5"Ox36" LONG PIPE SLEEVE W/ 0.220" WALL <br />• MINIMUM 1/4" FOUNDATION LIFT DURING INSTALLATION <br />9• -- INDICATES TAT-150 HELICAL TIEBACK SYSTEM ((2) TOTAL) <br />LATERAL HELICAL TIEBACK INSTALLATION NOTES: <br />• 1.5" SOLID SQUARE SHAFT TIEBACK INSTALLED AT Y0�±2) <br />ANGLE FROM HORIZONTAL <br />• 0.375 THICK 8/10" 0 HELIX W/ 0.25" FILLET WELDS EA SIDE OF <br />HELIX TO PIPE PILE <br />PIER SCHEDULE <br />MARK <br />PIER <br />DESIGN <br />INSTALLATION <br />INSTALLATION <br />TYPE <br />LOAD <br />PRESSURE <br />DEPTH <br />OPUSH <br />9,879 LBS <br />2,100 PSI <br />10'-0" <br />PIER <br />' <br />OPUSH <br />12,815 LBS <br />2,700 PSI <br />10'-0" <br />PIER <br />' <br />HELICAL <br />5,872 LBS <br />1,500 FT —LB <br />20'-0" <br />TIEBACK <br />10. PIER SPACING SHALL BE AS INDICATED ON PLAN <br />11. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION CRACK <br />IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS �/ <br />12. o INDICATES LOCATION OF SAFEBASEMENT FLOOR STABILIZER ((8) TOTAL) <br />13. REPLACE "IN —KIND" ALL (E) WOOD MEMBERS (JOISTS, PURLINS, <br />SUBPURLINS, SHEATHING, STUDS, WALL PLATES) WHICH SHOW SIGNS OF <br />DRY ROT OR STRUCTURAL DAMAGE <br />14. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 6" OF FINISH <br />GRADE SHALL BE PRESSURE —TREATED <br />15. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING <br />16. CONTRACTOR SHALL NOT REMOVE ANY (E) POSTS OR PRE —CAST FOOTINGS <br />SUPPORTING THE (E) FLOOR FRAMING <br />17. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC <br />CEMENT OR EPDXY <br />18. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO <br />rA <br />I <br />I <br />AREA <br />OF <br />� <br />WORK <br />� <br />r <br />---- <br />DESIGN LOAD = 2,245 LBS KEY PLAN <br />SCALE: NTS <br />LINE OF <br />(E) DECK <br />O <br />I <br />CV <br />A <br />55'-6" <br />2'-0" 7'-4" , 5'-4" <br />d <br />"' 3 <br />3'-11" <br />�� r-L6x6x3/gx3'-0" TYP <br />1. N'1 S4.3 <br />14' I <br />E, w <br />l tz <br />1 S4.4 TYP ) <br />LoCL <br />N <br />✓ (E) BRICK (E) CONC \ <br />CHIMNEY FTC TYP-�\ <br />11) 1(12 <br />8'-0" 1 6'-3" <br />PARTIAL (E) FDN/(N) PUSH PIER/HELICAL <br />TIEBACK/STABILIZER LAYOUT PLAN <br />SCALE: 1/8"=1 '-0" <br />CI Y OF [WERErT <br />, FEVIEIAJED FOR PERM!) <br />sfa <br />5FA Design Group, LL[ <br />RCTURAL ENGINEEG <br />p: (503)64td311STU� www.sfatlg.com RIN <br />J <br />o <br />Z_ <br />Q <br />p <br />Z <br />W <br />or- <br />IL <br />w0 <br />W <br />N <br />O <br />moo< <br />U <br />j <br />Q <br />Cl <br />w <br />0 <br />Z <br />O�w <br />rr <br />LU <br />0 <br />cr <br />cr <br />Lo <br />W <br />LL <br />w <br />J <br />W <br />u- <br />Y <br />Q <br />(E) FDN/(N) PUSH <br />PIER/HELICAL <br />TIEBACK/STABILIZER <br />LAYOUT PLAN <br />REVISIONS 1 <br />PROJECT NO: <br />MFR23-244 <br />DESIGNED BY: <br />JB <br />DRAWN BY: <br />JB <br />CHECKED BY: <br />JSF <br />DATE: <br />12.13.2023 <br />SHEET NO: <br />S2,1 <br />