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b <br /> eSY S. F <br /> F wASk.� r <br /> , � sfa <br /> r4bP' SFA Design Group, uc <br /> 4•' '9020SW Washinglan Square Dr,Sake 505 <br /> 150, <br /> a 44,4 <br /> �0 7 4 O .w PONanG,Oregon 97223 <br /> 1313 Ratan Or.,9eke C,LNBm A9SISSd551 <br /> 1912 S ta6lh SL,Seattle,WA93168 <br /> SSjONAL E��1 707 Can yLne RE.,053 <br /> palmar Lake,CO3U133 <br /> p:503.661.8311 xwwsladg.wm <br /> EXPIRES: 12/24/20 <br /> A B Q cc <br /> < 0 <br /> o_ z <br /> W z <br /> z <br /> 7'-0" 7'-0" 12'-0" C E. <br /> o (E) FOUNDATION/(N) PIER LAYOUT PLAN NOTES: O oE co <br /> N <br /> 411) <br /> _ — _ — — —01, <br /> `� 1. REFERENCE S1.1 FOR GENERAL REQUIREMENTS <br /> a)© P' 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES 0 (-). I <br /> �, I BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS <br /> N © ( o PRIOR TO CONSTRUCTION/INSTALLATION OF PIERS TYP 0 LLJ CD . <br /> I 1 (n N [C <br /> 2 S4.2 '-- 3• INDICATES (E) CONC STEMWALL ON (E) CONC FOOTING 0 w N W <br /> (CONTRACTOR TO VERIFY 7"Wx2'-0" TO 5'-0"H (E) CONC LL OC 1.7. > <br /> _ © STEMWALL AND 1'-2"Wx12"DP (E) CONC FOOTING MIN TYP (NOTIFY >. ZZ w <br /> (E) CONC SLAB (E) CRAWL .. -i1 ENGINEER OF RECORD IF FIELD CONDITIONS DIFFER)) W <br /> ON GRADE SPACE 1 > J <br /> ' 1 4. SECTION CUT - DETAIL NUMBER/SHEET NUMBER Y <br /> 1J <br /> X/SX.X Q (A <br /> (E) CHIMNEY 5• TE', INDICATES LOCATION OF FSI 288 PUSH PIER W/ FSI FS288BL <br /> I ABOVE FOUNDATION BRACKET PER DETAILS ON S4.1 ((5) TOTAL) <br /> I PUSH PIER INSTALLATION NOTES: <br /> CO LOAD TO ANCHOR = 9,913 LBS <br /> _ --- :...;:�,::�.:.,.,:,- .�,,,,.;: ..•.,::,�-•;-,::<<:: • MAX H R <br /> l • 2.875"0 PIPE PILE W/ 0.165" THICK WALL <br /> • 3.5"0x48" LONG PIPE SLEEVE W/ 0.216" WALL (E)FOUNDATION/ <br /> � — � � _ _ - - � ;J • (N)PIER LAYOUT <br /> MINIMUM 10'-0" INSTALLATION DEPTH PLAN <br /> _F • MINIMUM 2,100 PSI INSTALLATION PRESSURE <br /> I I I I 4. • MINIMUM 1/4" FOUNDATION LIFT DURING INSTALLATION 'REVISIONS <br /> 11 <br /> I I I I C 6. PIER SPACING SHALL BE AS INDICATED ON PLAN (7'-0" OC MAX) UNO 31 LI„ <br /> 7. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION CRACK <br /> IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS <br /> ' <br /> 8. ALL CONSTRUCTION MATERIALS ON PLANS, ELEVATIONS & DETAILS ARE (N) 'PROJECT NO: <br /> UNO MFR19-014 <br /> DESIGNED BY: <br /> CAF <br /> DRAWN BY: <br /> (E) FOUNDATION/(N) PIER LAYOUT PLAN1 . CAF <br /> CHECKED BY: <br /> CVR,JLD <br /> A' <br /> SCALE: /g"=1'-0" 'V) DATE:02-21-2019 <br /> SHEET NO: <br /> A g S2. 1 <br />