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��off.�' ii:1 4 <br /> il <br /> (E) FDN/(N) PIER/(N) FLR STABILIZER LAYOUT PLAN NOTES: <br /> a <br /> 1. REFERENCE S1.1, S1.2 & S1.3 FOR GENERAL REQUIREMENTS <br /> / ` +/„ rAll 5FA Design Group,ur <br /> (())..aa sraucnw, c[oiecxrvrni lsrtaunmcnoHs <br /> �/ Portlantl,OR I LI ermore,CAI Seattle,WA <br /> o <br /> 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES �! p:(503j 6410311 www.adgo <br /> BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS y o SIONALEgG <br /> PRIOR TO WORK TYP <br /> 3. INDICATES (E) CONC WALL ON (E) CONC FOOTING EXPIRES: 04/04/24 ! , <br /> (CONTRACTOR TO VERIFY 6"Wx3'-0"H (E) CONC WALL �.J <br /> AND 1'-0"Wx10"DP (E) CONC FOOTING MIN TYP (NOTIFY <br /> ENGINEER OF RECORD IF FIELD CONDITIONS DIFFER IN A B G' D (E) .. 2 <br /> THE AREA OF WORK)) 67 -0 <br /> ( Q Z <br /> 4. SECTION CUT - DETAIL NUMBER/SHEET NUMBER ' " ' " <br /> X/SX.X 9 -0 24 -0 �i� 6 -0 10 -0' Mr 18 -0 = Z <br /> 5.0:. INDICATES LOCATION OF SAFEBASEMENT PUSH PIER SYSTEM c T w w o <br /> W/ SAFEBASE-LD288 FOUNDATION BRACKET PER DETAILS - 4'-O" 6'-0" 3 '_ �! ;;,<;.:. :,,. .,; ,;,:;.:_:_..<.<r:.- CI CV <br /> ON S4.1 5 TOTAL) O I TYP I I L6x6x /gx3 0 TYP N 1., I — �`: , I z 0(( ) o ''' 'E) POST : I' <br /> ,� 0 W <br /> PUSH PIER INSTALLATION NOTES: ;I, 1 çO 3 O 5 lr <br /> • MAX LOAD TO ANCHOR = 9,548 LBS IQ ,1 & ''� i IL - <br /> • 2.875 0 PIPE PILE W/ 0.165" THICK WALL0 it — L — � F <br /> • 3.5 0x36 LONG PIPE SLEEVE W/ 0.216" WALL 1 rE - I W ZH <br /> • MINIMUM 10'-0" INSTALLATION DEPTH I' 11 <br /> t ) BEAM 7` p W <br /> DZ <br /> • MINIMUM 2000 PSI INSTALLATION PRESSURE 1 LU o <br /> .I 17 7 VV rz—I (—� V F L 7 1 I —1 r7 I W p <br /> • MINIMUM 1/4" FOUNDATION LIFT DURING INSTALLATION �: L l'� " L-J P\ L�J L_ L L�J L�J LJ L J .I O 1- W <br /> W <br /> 6. PIER SPACING SHALL BE AS INDICATED ON PLAN TYP f. I - EQ EQ V- Y <br /> TYP TYP <br /> i J J L s I �_J L_1 7 �_ m <br /> 7. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) f: LL a�i�J-_._ L�� L J —L J` L J _L ., _ L�Y. ::r. _ _ _L_J I W <br /> FOUNDATION CRACK IS PRESENT IN THE SPAN BETWEEN -. -I I FOUNDATION BRACKETS II- <br /> 8. INDICATES LOCATION OF SAFEBASEMENT FLOOR o N I r 17 7_7 �- - 1-„7 L_7 Q <br /> STABILIZER W/ LIGHTFOOT XL STABILIZER BASE ON ) v 1 X _ X X� <br /> LJ L IL LJ LA L J LEI LyJ L!J <br /> CRUSHED STONE FTG ((12) TOTAL) I <br /> MAX LOAD TO STABILIZER = 2,284 LBS r 7 r r L r F <br /> :. L J L J L-J L _IL J LJ LJ L J L J (E) FDN/(N)PIER/(N) <br /> 9. REPLACE "IN-KIND" ALL (E) WOOD MEMBERS (JOISTS, <br /> FLOOR STABILIZER <br /> PURLINS, SUBPURLINS, SHEATHING, STUDS, WALL PLATES) `I ': LAYOUT PLAN <br /> WHICH SHOW SIGNS OF DRY ROT OR STRUCTURAL DAMAGE L i F_7 1-�-1 7 �-i F-1 F 1-7 F�J <br /> - -I L�J L J L J L J L J L J LEA L J <br /> 10. CONTRACTOR SHALL NOT REMOVE ANY (E) POSTS OR <br /> (3) REVISIONS <br /> PRE-CAST FOOTINGS SUPPORTING THE (E) FLOOR o1 ti. <br /> FRAMING Ir, � — — 1-_ 1- 7 r � <br /> 11. FILL ALL VISIBLE CRACKS IN THE FOUNDATION WALL WITH El) - - - — f <br /> HYDRAULIC CEMENT OR EPDXY o I I <br /> 12. ALL CONSTRUCTION MATERIALS IN THESE DOCUMENTS 1 I: 1 <br /> ARE (N) UNO ' <br /> � _ PROJECT NO: <br /> - - - - - - - - - °....r.,,:.:F,.r:.-,^ .....,......,...,.:.... MFR22156 <br /> 13. '/1 INDICATES APPROXIMATE LOCATION OF NCFI GEOTECHNICAL DESIGNED BY: <br /> MEK <br /> I TERRATHANE 24-010 POLYURETHANE FOAM OR EQUIVALENT DRAWN BY: <br /> PER CONTRACTOR AS REQ'D. REF DETAIL 2/S4.2 MEK <br /> CHECKED BY: <br /> (E) FDN/(N) PIER/(N) FLR STABILIZER LAYOUT PLAN ill% <br /> JD <br /> DATE: <br /> r 08.19.2022 <br /> SCALE: 1/g"=1'-0" <br /> SHEET NO: <br /> S2. 1 <br /> 0 <br /> C 6 <br />