2601 OAKES AVE 2023 Plans 2025-07-14

(E) FOUNDATION/(N) PIER/SMARTJACK LAYOUT PLAN NOTES: e S1. REFERENCE S1.1, S1.2, & S1.3 FOR GENERAL REQUIREMENTS of 11�AS44.. ' `1' 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES BETWEEN FIELD �� G �*� c�:' CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS PRIOR TO WORK TYP �� a 24'-0" ,r �'-' 3. --- INDICATES (E) CONC WALL ON (E) CONC FOOTING (CONTRACTOR TO18 , / Ord ' � VERIFY 6'Wx2 -0' TO 4'-3"H (E) CONC WALL AND 1 -0'Wx6 DP - -I- 1 SFA Design 6roup.ur (E) CONC FOOTING MIN TYP (NOTIFY ENGINEER OF RECORD IF I I ��o �407 AO w.'m;; . FIELD CONDITIONS DIFFER IN THE AREA OF WORK)) Cl - - - - - - - ` ssoIsTEg��4. `j INDICATES (N) POLYURETHANE BACKFILL PER DETAIL 2/S4.2 ((3) TOTAL) 'i,- NAL '' �1Pill ' EXPIRES: 12/24/24 I- 5. #-#" s INDICATES (E) STEP IN FOUNDATION -► - - - r1 x' *' # -# 1I1r EQI / EQ z a si EL Fa 6. ' SECTION CUT - DETAIL NUMBER/SHEET NUMBER '.. � � x/sx.x 1 �'Qo' : - cn 7. PUSH PIER INSTALLATION NOTES: i F • SAFEBASE 288 PUSH PIER ((15) TOTAL) 1 I (E) CONC SLAB NG < 00 r (E) FRAMLv� , • SAFEBASE LIGHT DUTY FOUNDATION BRACKET PER S4.1 ON GRADE TYP I IJ K ABOVE TYP JNO W J • 2.875"o PIPE PILE W/ 0.188" THICK WALL 1 I • a' .(E) CONC FIG TYP (E) CHIMNEY U • 5 3.5"0x36" LONG PIPE SLEEVE W/ 0.220" WALL IA N 1 E WOOD BEAM TYP • MINIMUM 1/4" FOUNDATION LIFT DURING INSTALLATION I4: IO FL- L z z Q > I- -1 O Z U) < PIER SCHEDULE Ir 4'-3"HQ L� FJ ©4°_3"H E Z Y PIER INSTALLATION INSTALLATION I y 3'-0 H 0,6-, 3' 0"H 0 w O MARK DESIGN LOAD - _ = TYPE PRESSURE DEPTH 3 -► �� PUSH ;'' 2'-0 © ©2'-0"H �_" z Z (T�o W \" / PIER 14,571 LBS 3,100 PSI 10'-0" _ I I 3'-0"H ��F 3'-0"H N W o ,IX� 0ST � O U ® PUSH 10,447 LBS 2,200 PSI 10'-0" ;n _ 1/S4.3 TYP I A +& 1� �© Z PIER "' "I _ I . '°o ��F !.. W W ,� 0/. r7 O.J a1 Q Mom® c� qs/1: L I w 8. PIER SPACING SHALL BE AS INDICATED ON PLAN UNO - ��`' �� 1 W CC 9. PIERS SHALL BE PLACED AT CENTERLINE OF (E) POSTS UNO. i o PO " c- ■:© Q W - - -1 G c3 i - (E) DBL 2x BEAM ABOVE 10. MAX UNSUPPORTED FOUNDATION SPAN SHALL BE AS FOLLOWS: ©3 -0"H "' �, w_, Q • 7'-0" OC MAX ALONG GRIDLINES A & C FROM GRIDLINE 3 TO 3.4 UNO 2'-0 H� E"� _ _ [®� _ - _ _ 3'-0"HQS (� • 5'-10" OC MAX ALONG GRIDLINES A, C, & 4 FROM GRIDLINE 3.4 TO 4 UNO 3.4 /(E) CHIMNEY COMM p� �-Q-��2'-0"H 11. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION CRACK PIER \ •' w _ W N `H ' / IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS al ea 1 S4.4 TYP o 1/S4.2 TYP (E)FDN/(N)PUSH 2 S4.3 _ PIER/STABILIZER 12. X INDICATES LOCATION OF SAFEBASE STABILIZER W/ LIGHTFOOT FOOTING ((4) TOTAL) 11" HSS5x3x�/4 L o I LAYOUT PLAN DESIGN LOAD = 3,206 LBS 1 ■: 41) CE x5'-0"L 0 5 ' I REVISIONS 13. X INDICATES LOCATION OF SAFEBASE STABILIZER WI BIGFOOT FOOTING ((2) TOTAL) �, -11 o t` , DESIGN LOAD = 3,675 LBS _ Or II c.1/S4.2 TYPw N ■:O 14. STABILIZER SPACING SHALL BE AS INDICATED ON PLAN UNO �� _ N 15. REPLACE "IN-KIND" ALL (E) WOOD MEMBERS (JOISTS, PURLINS, - - any (: N 1 54.5 TIP PROJECT NO: SUBPURLINS, SHEATHING, STUDS, WALL PLATES) WHICH SHOW SIGNS OF I ' - (•'\ o_ - �L i MFR22-280 DRY ROT OR STRUCTURAL DAMAGE 9 0 0 DEBE SIGNED BY: 16. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 6" OF FINISH 'a OF E VY�ER TT DRAWN BY: GRADE SHALL BE PRESSURE-TREATED 7" o Ic7d o ' 7" _ Eq� - $�. �-� CHECKED BY: -� �-1 1 -i �I d L l�� !,! JLD,CVR 17. ALL MULTI-LAM BUILT-UP BEAMS TO HAVE (3) ROWS OF 16d NAILS AT H w R D0T24.2023 12" OC EACH 11/2" LAM c 18. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING SHEET NO: 19. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH HYDRAULIC (E) FOUNDATION/(N) PIER LAYOUT PLAN 7 52.1 CEMENT OR EPDXY / \' 20. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS ARE (N) UNO SCALE: �/g"=1'-0" \PLAN