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B e D C F owAs.„, 0 <br /> Y s. F <br /> 4,,,,, <br /> 6"Ci:all <br /> ®DN <.•.:.. :•:a:-;..,.:...;•.; ,..s: _ ,..i: / /� STRUCTURAL <br /> 0 Llr]VERMORE CA <br /> Design <br /> LLC <br /> . ACk. SEATTLE V!A <br /> 0� w <br /> 0 4 <br /> 7 P <br /> adgcom <br /> Y <br /> 1 i �'d' �• STEW,,, <br /> 1; 1 I I I �SSIONAL E�� <br /> ; 1 I : I I • <br /> ' I v I I 1 EXPIRES: 12/24/20 <br /> 0 J :-!•'-: L — _II I (E) FOUNDATION/(N) PIER/(N) CARBON ARMOR LAYOUT PLAN NOTES: <br /> /(E) CRACK 1. REFERENCE S1.1 FOR GENERAL REQUIREMENTS <br /> /CARBON ARMOR 1 � .i. a. C3 <br /> 4. <br /> 2• CONTRACTOR Z <br /> "' BETWEEN FIELDTO CONDITIONSNOTIFY &ENGINEERTHOSEOF SHOWNRECORD INOF THESEDISCREPANCIES DOCUMENTS W Z <br /> PRIOR TO CONSTRUCTION/INSTALLATION OF PIERS & CARBON ARMORS TYP Z <br /> CI co <br /> (E) CRACK IN FDN : 3• . INDICATES (E) CONC STEMWALL ON (E) CONC FOOTING z CCIII LLI o <br /> ',4 (CONTRACTOR TO VERIFY 8"Wx3'-8"H (E) CONC STEMWALL AND O 0 > <br /> (E) CONC SLAB 1'-4"Wx10"DP (E) CONC FOOTING MIN TYP (NOTIFY ENGINEER OF Q <br /> s." ON GRADE RECORD IF FIELD CONDITIONS DIFFER IN THE AREA OF WORK)) IA CC <br /> (-1 <br /> U <br /> ,,, :_ 4• I X/- SECTION CUT - DETAIL NUMBER/SHEET NUMBER Woo WK <br /> Q T CC <br /> 5• 0[) INDICATES LOCATION OF FSI 288 PUSH PIER W/ FSI FS288BL W d-s. > <br /> FOUNDATION BRACKET PER DETAILS ON S4,1 ((2) TOTAL) > CC W <br /> PUSH PIER INSTALLATION NOTES: W w <br /> 1/54.4 • MAX LOAD TO ANCHOR = 11,721 LBS > cc <br /> • 2.875"0 PIPE PILE W/ 0.165" THICK WALL I- O <br /> • 3.5"0x48" LONG PIPE SLEEVE W/ 0.216" WALL Q <br /> o <br /> : • MINIMUM 10'-0" INSTALLATION DEPTH 2 <br /> a ` > • MINIMUM 2500 PSI INSTALLATION PRESSURE <br /> m • MINIMUM 1/4" FOUNDATION LIFT DURING INSTALLATION <br /> .s`' � �I� 6- al) INDICATES LOCATION OF 23/g"0 PIN PILE W/ FSI FS238B <br /> L6x6x7/16x c. '�' FOUNDATION BRACKET PER DETAILS ON S4.2 ((4) TOTAL) (E)FOUNDATION/ <br /> 4'-0" TYP EQ 6'-0" EQ PIN PILE INSTALLATION NOTES: (N)PIER LAYOUT <br /> • MAX LOAD TO ANCHOR = 8,977 LBS PLAN <br /> '`' "" 375"O PIPEWALL <br /> 2 2. PILE W 0.154" THICK <br /> ": REVISIONS <br /> 2 1 <br /> J ' <br /> • <br /> — � — MINIMUM 10' 0" INSTALLATION DEPTH <br /> H <br /> - � -- • �- •-• �� +- - -?-* � - ' • DRIVE UNTIL LESS THAN 1" MOVEMENT IS OBSERVED IN A 1 MIN <br /> L E — ''1-r TIME SPAN WITH A 110LB (OR 140LB) PNEUMATIC HAMMER <br /> W �� I c� <br /> w O\ w <br /> - .� C- �, . 7. # INDICATES LOCATION OF CARBON ARMOR SYSTEM PER DETAIL 1/S4.3 <br /> 4 :: F1 0 ,,: 1 <br /> . , — ((2) TOTAL) <br /> jI PROJECT NO: <br /> ' =� 8. PIER SPACING SHALL BE AS INDICATED ON PLAN (6 -0" OC MAX) UNO MFR20-014 <br /> c. DESIGNED BY: <br /> 10 L_,;-::: A0 •'_i 10 9, CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION CRACK DRAWN BY: <br /> I 2/S4.3 TYP -I IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS TB/MEK <br /> CHECKED BY: <br /> DATE <br /> 3 = t, 2 I 10• ALL CONSTRUCTION MATERIALS ON PLANS, ELEVATIONS & DETAILS ARE (N) UNO ATE: JLD <br /> . . <br /> O I ICr <br /> _ 03-02-2020 <br /> w 2/S4.3 TYPE -, (E) FOUNDATION/(N) PIER/ SHEET NO: <br /> C L- lopL -J <br /> (N) CARBON ARMOR SYSTEM <br /> Z <br /> (E) CONC STEPS 3 S2. 1 <br /> & PORCH SCALE. /16'=1'-0" <br />