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(E) FDN /(N) PIER/STABILIZER LAYOUT PLAN NOTES: 0,.,cei S. Fof WA3�I o <br /> 1. REFERENCE S1.1, S1.2 & S1.3 FOR GENERAL REQUIREMENTS ,0' il'c>ISA <br /> 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES BETWEEN r� ,� 1 ;j �' a <br /> FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS PRIOR TO WORK TYP ,� ��/o, <br /> SFA Design Group, LLc <br /> 3. INDICATES (E) CONC STEMWALL ON (E) CONC FOOTING (CONTRACTOR TO 'd,6 4107 4p w� D4o;5o",'',",`,`w`""='°g«„D4 <br /> VERIFY 6"Wx1'-6"H (E) CONC STEWALL AND 1 F RECORD WIELDPCON) CONC DITIONS �'�'4'SIo STD 4., <br /> FOOTING MIN TYP (NOTIFYENGINEER 0 E NAL <br /> DIFFER IN THE AREA OF WORK)) <br /> ^ EXPIRES: 12/24/24 <br /> 4. ( 1 INDICATES (N) POLYURETHANE BACKFILL PER DETAILS U <br /> 1/S4.2 & 2/S4.3 ((6) TOTAL) Z <br /> CE <br /> 5. SECTION CUT - DETAIL NUMBER/SHEET NUMBER Z <br /> X/SX.X < Z <br /> 6. Q:,INDICATES LOCATION OF SAFEBASE 288 PUSH PIER W/ SB-LD LLI OC <br /> FOUNDATION BRACKET PER DETAILS ON S4.1 ((7) TOTAL) ry. <br /> WW Z o <br /> PUSH PIER INSTALLATION NOTES: /AREA Z J o <br /> • DESIGN LOAD = 9,199 LBS O © t <br /> O' © / OFFzW prn• 2.875"0 PIPE PILE W/ 0.188" THICK WALL Q U Q\WORK <br /> • 3.5"0x36" LONG PIPE SLEEVE W/ 0.220" WALL ---^ T T -/\ j I- Z -I <br /> • MINIMUM 10 -0 INSTALLATION DEPTH I _ _ < QW = W <br /> • MINIMUM 2,000 PSI INSTALLATION PRESSURE 0 I 0 I CC <br /> • MINIMUM 1/4" FOUNDATION LIFT DURING INSTALLATION Z W T <br /> _ � W <br /> cc <br /> 7. # II]INDICATES LOCATION OF SAFEBASE PIN PILE W/ SB-LD O Z N W <br /> FOUNDATION BRACKET PER DETAILS ON S4.1 ((23) TOTAL) L.L 0 <br /> PIN PILE INSTALLATION NOTES: Y <br /> • DESIGN LOAD = 6,981 LBS <br /> • 2.375"0 PIPE PILE W/ 0.154" THICK WALL > < <br /> • 3.5"0x36" LONG PIPE SLEEVE W/ 0.220" THICK WALL F m <br /> • MINIMUM 10'-0" INSTALLATION DEPTH Q <br /> • DRIVE UNTIL LESS THAN 1" MOVEMENT IS OBSERVED IN <br /> A 1 MIN TIME SPAN WITH A 110 LB PNEUMATIC HAMMER <br /> 8. PIER SPACING SHALL BE AS INDICATED ON PLAN fi <br /> 9. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION <br /> CRACK IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS �� I GENERAL NOTES <br /> ®"J <br /> 10. 0 INDICATES LOCATION OF SAFEBASE FLOOR STABILIZER SYSTEM ((18) TOTAL) <br /> DESIGN LOAD = 4,059 LBS REVISIONS <br /> 11. STABILIZER SPACING SHALL BE AS INDICATED ON PLAN v t <br /> 12. REPLACE "IN-KIND" ALL (E) WOOD MEMBERS (JOISTS, PURLINS, SUBPURLINS, SHEATHING, <br /> STUDS, WALL PLATES) WHICH SHOW SIGNS OF DRY ROT OR STRUCTURAL DAMAGE KEY PLAN <br /> 13. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING <br /> SCALE: NTS PROJECT NO: <br /> 14. CONTRACTOR SHALL NOT REMOVE ANY (E) POSTS OR PRE-CAST FOOTINGS MFR23-336 <br /> SUPPORTING THE (E) FLOOR FRAMING CAF DESIGNED BY: <br /> DRAWN BY: <br /> 15. ALL FASTENERS AND HARDWARE IN CONTACT W/ PT WOOD, CONCRETE OR MASONRY CAF <br /> SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL CHECKED BY: <br /> CVR,JLD <br /> DATE: <br /> 16. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC CEMENT 03.01.2024 <br /> OR EPDXY <br /> SHEET NO: <br /> 17. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO Si <br /> .3 <br />