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IIIiI iii <br /> CC <br /> r.----,40'-0" b i19'-p" 21'-0"r _ SFA Design Gro <br /> up <br /> , u.o <br /> PondO mrIFW A <br /> rr — -1 r — -1 1 I 34)QISTSVIS <br /> LINE OF (E) I n I 1 El 1 SIONAL <br /> DECK ABOVE--- N L — J ___ 1 <br /> EXPIRES: 04/04/24 U <br /> 2'-O" 6'-0" LINE OF (E) I J <br /> FLOOR ABOVE I J <br /> o r � I � Z <br /> a <br /> -"I <br /> I 5 I I (E) FOUNDATION/(N) PIER LAYOUT PLAN NOTES: — <br /> z <br /> 0 � . - - - <br /> a <br /> ' �` ' .�'� � 1. REFERENCE S1.1 FOR GENERAL REQUIREMENTS �- z <br /> L r „a r,. ;_ W a <br /> ((� '; 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES W W o <br /> r o BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS 0 u) <br /> 2/S4.2 TYP z Z <br /> PRIOR TO WORK TYP - rn <br /> `` w <br /> w,,V O ¢ <br /> 3• INDICATES (E) CONC STEMWALL ON (E) CONC FOOTING W I <br /> (E) POST & (CONTRACTOR TO VERIFY 6 Wx2'-0 H TO 8 -0 H (E) CONC Q Z ti <br /> (E) TYP STEMWALL AND 1'-0"Wx10"DP (E) CONC FOOTING MIN TYP 0 LU r w <br /> 3 <br /> ® (NOTIFY ENGINEER OF RECORD IF FIELD CONDITIONS DIFFER IN z N. <br /> :) 1 S4.2 O <br /> w /� I,..�� yl THE AREA OF WORK)) p; <br /> a I K, L __ 4. ^1 INDICATES (N) CONC BACKFILL PER DETAIL 2/S4.2 ((2) TOTAL) O w <br /> BASEMENT1 O <br /> -CDj c°n I (E) BEAM LL CC <br /> d- or I � , ABOVE TYP (E) CONC SLAB `';_ >- W <br /> cv w I I ON GRADE 5• I SECTION CUT - DETAIL NUMBER/SHEET NUMBER <br /> GARAGE ; I X/SX.X W ¢ <br /> L.:! (E) CONC SLAB C3 <br /> �2 I ON GRADE 6. INDICATES LOCATION OF SAFEBASEMENT PUSH PIER <br /> � 1/S4.2 �° <br /> r;,/ / SYSTEM W/ SAFEBASE-LD288 FOUNDATION BRACKET PER Q <br /> r -1 DETAILS ON S4.1 ((7) TOTAL) 2 <br /> I PUSH PIER INSTALLATION NOTES: <br /> I I • MAX LOAD TO ANCHOR = 12,474 LBS <br /> • 2.875 0 PIPE PILE W� � � � �� / 0.1875" THICK WALL <br /> I I 11 \ • 3.5 0x36 LONG PIPE SLEEVE W/ 0.222 WALL (E)FOUNDATION/ <br /> PER/ION/ <br /> O '' <br /> (I kl <br /> • MINIMUM 10' 0" INSTALLATION DEPTH LAYOUT PLAN <br /> 0 I- J '�: 1 \- MINIMUM 2,600 PSI INSTALLATION PRESSURE <br /> J • MINIMUM / FOUNDATION LIFT DURING INSTALLATION REVISIONS <br /> o I ,I I <br /> I I 7, PIER SPACING SHALL BE AS INDICATED ON PLAN TYP UNO <br /> �, -I I LINE OF (E)LINE OF (E) 1 ENTRY DECK 8. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION <br /> CRACK IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS <br /> FLOOR ABOVE I— —1 I- -� <br /> L� - - 9. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC <br /> CEMENT OR EPDXY PROJECT NO: <br /> C (E) COL TYP MFR22-041 <br /> r - - — 1 10. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO DESIGNED BY: <br /> - - - MEK <br /> 1 I DRAWN BY: <br /> - - - - - MEK <br /> L — — J�(E) WOOD CHECKED BY: <br /> CVR,JLD <br /> L - - J ENTRY STAIRS DATE:18.2022 <br /> UP <br /> (E) FOUNDATION/(N) PIER LAYOUT PLAN SHEET NO: <br /> / \ S2.1 <br /> SCALE: 34 6"=1'-0" VF <br /> PLAN <br />