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HomeMy WebLinkAboutB18-0220_S2_1541630803.pdf iito °F1/4 m. IT - 7 I I I I ' /ice / 4' : b (E) CONC. BM. d ° (E) CONC. SLAB 0 I I®L __ OI L �� �/ �07 I V.I.F. I I I- -., ' �� 11/07/18 VE• ORIENTATION & MEMBER SIZES OF (E) FRAMING & CONTA• ENGR. 6 I (E) T.O. SLAB VERIFY ORIENTATION & MEMBER SIZES w/ D REPANCIES &/OR DIMENSIONS DURING CONST. CONTAC ENGR. I_ — �— I I OF (E) FRAMING (ABOVE) & CONTACT DURING ' •NSTRUCTION FOR CONNECTIONS/HANGER OPTION OT SHOWN (N) FDTN. WALL. ,)" ':i4`' , L i V:I.F. �'%/'%�'%.z'%�'� V.I.F. ON PLAN. 0DITIONAL CONNECTIONS/DETAILS MAY BE R IRED. SEE DETAIL 2/S4 Y2 EXP. MAT L I 7 - - - _1ENGR. w/ DISCREPANCIES, TYP a ri,r� 3 „ (E) T.O. SLAB 23/4" 2�4 �� SEE PLAN a �� FRAMING NOT �� SHOWN FOR CLARITY (E) CONC. - - - - -/ (E) FTG., TYP. ° ° T.O.W. & T.O. SLAB ° 7 SLAB STEP (E) FDTN. 9'-17/8" 5'-1548" �� (1)-#5 x FULL HT. EPDXIED V.I.F. WALL, TYP. (V.I.F.) k (V.I.F.) ■ Ln rn I INTO /4 bx3 HOLE DRILLEDL L _ r� , I — -I- - - 1-WALL REINF. EQ EQ INTO EXSTG. CONC. BM. -I (E) T.O. SLAB BRG. R N 1 a, \ 1CD I A , SEE DETAIL I �\ (E) CONC. I I I (2)-#5 s x 2'-6 U rn 2/S4 CONT. @ UNDER-PIN (E) FTG., TYP. -'— SLAB STEP I * FIELD VERIFY EXTENTS z �.o EXSTG. C N .(WALL' RADE I I I I � OF (E) FDTN. ELEMENTS o BM. G. �/ I F (E) FDTN. T.O. SLAB PERI ARCH. CONTACTOrW.'s I — i rn °' WALL, TYP. V.I.F. (N) (E) DURING CONSTRUCTION. BRG. F . 3/4'x5Y2"x1'-0 w/., H - - I I I I T(E) ENGR. AS REQ."). TYP. (E) T.O.W. V.I.F. / (2)-TITEN HD SCREWS zz c' - B' 'CKET & PIER RATED FOR / I - = I > H 0 UNFA TORED DESIGN LOAD — _k _ _[ _ _ _k _F 4" (N) 4" CONCRETE TOPPING SLAB ON F q (E) T.O.F. - V.I.F. w/ 6" MIN. PEN., TYP. co - -I o (N) T.O.F. = 85 MATCH (ELI / D , PER PL'N, TYP. I I I / ON CONCRETE BACK-FILL. REINFORCE I- ( ) N CONC. FOOTING S (n •E HELICAL PI' - BYT 1 1 1J ( ) SLAB w/ 6x6-W1.4xW1.4 WELDED WIRE I © �� ; / A z c' FABRIC w/ 2 CLEAR @ TOP, TYP. O OTHERS. EE PLAN ® U N ao zoo FOR SAD CAPACITY1 co 1 ---1 io0 6 SCALE: 3/4" = O" 4 SCALE: 3/4„ = 1'-O" - - �� - - -rilia j: _ i V.I.F. T.O.W. STEP * 2 L ' Cr � m• �_ S2I- (E) 14"❑ CONC. PIER I I I ► T.O.W. MATCH +' o Q (2)-#5's x 2 -6 EPDXIED (N) = (E) S2 (E) CONC. � f � --- (N) T.O.F. = 85'-8Y2 INTO 3/4"0x6" HOLES DRILLED (E) T.O.W. = V.I.F. SLAB STEP I �` - - - - I Steel helical piers shall be manufactured by the HELI-PILE Company Y2" EXP. MAT'L INTO EXSTG. CONC. BM. O (E) T.O.F. = V.I.F. k~1 .1-- or approved equivalent. Approval shall be obtained prior to •l E FTG.: 1'-4x4'-0x4'-0 A .V ° . PP q pp p (N) FDTN. WALL. (E) CONC. BM (E) PIER, TYP. ( ) (E) PIER, TYP. installation. Use all specified shaft, helix, and load transfer modules SEE DETAIL 2 S4 d E CONC. SLAB (MIN. AS VERIFIED) J --- ' ;=�;:a� 'F� s�P7.�ee® / - z_ ( ) X71 ASSUMED , ®' !e r. ed at an ultimate capacity per the manufacturer. Consult / — — - (ASSUMED) CUT (E) CONC. <� o ma facturers specifications. Contact engineer for additional det.' s. SEE PLAN in _ - /` - _ V.I.F. ASSUMES MIINUMUM ALLOWABLE WALL AS �/ --- ID . T.O.W. & — a a (E) T.O. SLA SOIL BRG. PRESSURE 0 3000 REQ.'D N T.O.W. = 89'-OY2 \ o 1�; ID am (E) 2x WALL T.O. SLAB — I— — _ _ - PSF. GEOTECH. ENG. TO V.I.F. 4 a tea �� ��� _ _ �, r --- i Z (N) T.O.F. = 85'-8Y2 7 °o® (BEYOND) (E) HSS COQ g" •�; �: o - %//i I �® °®°•®®off •. DWL. N CONC. SLAB TO E �' Y2 EXP. MAT'L - �iiiSLAB/WALL w/ #5 DWLS. ( ) -- 89'-8Y2 f 49S10 RM.)" AS REQ'D (E) BRG. w/ (2)-Y2 EPDXY WALL REINF. V.I. i,r 3 OR EXP ANCH. s w/ 6 MIN. SEE DETAIL `11 � 24 EPDXIED INTO /4 0x4 (N) T.O. SLAB 1 (E) CONC. SLAB PEN. YP. 2/S4 I - poi FRAMING NOT --[MATCH (E)] ' S2 z SHOWN FOR CLARITY HOLES @ 16 O.C. (CENTER IhI► Y" EXP. MAT'L I I CO I ° 4V.I.F. IN SLAB), TYP. �� 4 11/01/2018 <72- a E //'/. = V .F� ► (E) TO. SLAB ( )(1)- 3 x FULL HT. EPDXIED = V.I.F. 89'-8)/2 ® B QQ I I -r INTO /4"0x3" HOLE DRILLED (E) T.O. SLAB - INTO EXSTG. CONC. BM. DWL. (N) CONC. FTG. TO (E) O / VERIFY EXTENTS OF EQ.EQ. CONC. PIER w 6 5 DWLS. �� (E) CONC. SLAB - - �i� I o� � o N T.O.W. = 89'-8Y2 �� �° ���� ii (E .i.-illi: B CONT. @UNDER—PIN x 14 (MIN.) EPDXIED INTO � ( ) /4 0x4 HOLES [(3) @ TOP & �— I (N) T.O.F. = 85 —81'2 I �� (N) CONC. FOOTING BOT., EQ. SPACED] '� - - 4's x EPS N - J L- xi/ i IL `c .II I. ;"0x5" HOLES DRILLED INTO A -'� E TG. CONC. SLAB @ 16" O.C. (4)-#5's AS SHOWN /// P� (E) PIER, TYP. '�� °`�� #5's RT. @ 10" O.C. SEE SCHED. [(2)-TOP & (2)-BOT. (E) CONC. (ASSUMED) ( )— SLAB STEPI� EA. FAQ FOR REINF. \ �I w/ 3" CLEAR @ SOIL] ::_°1 2 -0 ,\ DWL. (NI) bONC. WALLS TO (E) [ 1 <1 (2)-#5's CONT. #5 CONT. .ORIZ. @ ° _i_ _ HORIZ. TOP & B� MID-HT. EA. ACE (2)-#5's VERT. @ 12" O.C. CONC. E�M. SEE DETAIL, TYP. N MAX. @ HORIZ. REBAR Z EA. FACE RABBIT EARS P' 'TS SLEEVE WELDED TO TS MANUF. X SEE PLAN (INT./OUTER) , (E) 18 ❑ CONC. PIER (N) 5" CONCRETE SLAB ON 4" CLEAN GRAVEL k88'-3± PER MA dF. CAP It & ASSEMBLY SCALE: 3/4» = 1'-0" H BASE ON UNDISTURBED GRADE OR COMPACTED ' (E) T.O. SLAB HELI E HELICAL410 (MIN. AS VERIFIED) STRUCTURAL FILL PER SOILS ENGINEER. PER MANUF. � (S - PLAN FOR REQ'D REINFORCE SLAB w/ 6x6-W1.4xW1.4 WELDED �, dAD CAPACITY) 2x6 STUDS @ 16" O.C. w/ 10 (E) CONC. _ WIRE FABRIC THROUGHOUT. PROVIDE 1Y4" FTI Y2" PLYWD. OR OSB �p Y2" EXP. MAT L, TYP. I SLAB STEP TOOLED CONTROL JOINTS @ 10'-0" MAX. C 0 SCALE: 3/4" = 1 -O SHEATHING CONC. SLAB L 1 SPACING EA. WAY. J Y2"0x10" A.B.'s @ 48" O.C. PER PLAN IN CONT. TREATED 2x6 h' V.I.F. SPREAD FOOTING SCHEDULE 0 ob SEE PLAN SEE PLAN *(E) T.O. SLAB TYPE SIZE REINFORCING p� 4 T.O.W. I T.O. SLAB - [ 2x6 STUDS @ 16 O.C. w/ „ , IIA S's x 3'-9 @ 12" O.C. EA. WAY @ BOT. �_y 4 -3 x 4 -3 x 1 -0 # „ a x� ff d .9. 1C3 f , „ Y2 PLYWD. OR OSB �o Y2 EXP. MAT L, TYP. •. ,, !9:4,14-91!0°.50 SHEATHING CONC. SLAB 1.0._.„:„,• . e/,/,/,�'' B PLAN DIM S. 5 s @ 12 O.C. EA. WAY @BOT. Y2 0x10 A.B.'s @ 48” O.C. PER PLAN ����� a i�r�� IN CONT. TREATED 2x6 I % LI (E) CONC. #5's CONT. HORIZ. 1 SLAB STEP - 1 SEE PLAN __ SEE PLAN © 16” O.C. MAX. I T.O.W. I6 T.O. SLAB it 1-11 .r >, I X (1)-#4's CONT. ;ao; . kt ` '%d-u° z 4. 4 _ r < HORIZ. @ MID.-HT ono ' 'f , ,i,,7/ I f° #5 DWLS x _I 1 , ���, %���D���i%� o o @ 24" O.C. Steel helicalpiers shall be manufactured bythe HELI-PILE Company #4 s x FULL HT. �� I o P Y CO �EPDXIED INTO s/8 0x6 / N I 6" or approved equivalent. Approval shall be obtained prior to C9 I \ 2 „ (2)-#4's CONT. installation. Use all specified shaft, helix, and load transfer modules HOLES @ 12" O.C. '2 HORIZ. TOP & BOT. rated at an ultimate capacity per the manufacturer. Consult abAS-BUILT - (2)-#5's CONT. manufacturers specifications. Contact engineer for additional details. H T.O.W. ° _ALSEE PLAN HORIZ. TOP & BOT. T.O.F. �o$±