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HomeMy WebLinkAbout5744 Big Canyon Dr - Special Inspections/Engineering - 04/20/2016.` f . �� lJ.��f;�a �'r �7 rI:L b , L. G�1�c4(i�-N�..;IY - �tper F. c�. `±i- is l :��ri: , (0) hIpk p 8 C.) CLIENT CalAtiantic Homes. --------61,64-S. Syracuse-:Way,-S u+te-200- �--- ----GrEerawoodVillage- GO-801-11 � --- .-_-_.--_._-Rttn: Ms� Annette-Wefldor'ff ____��_ I=oun�1acan F'tarr PLAN NO. __ i. �`•-L, 7 ! Founclation'l yppe C SPREAD FOOTINGS GRADE BEAMS AND PADS. DRILLED FRICTION PIERS Q DRILLED PIERS.I.NTO BEDROCK j FOD7.ING:WIM11NIMUM. EJOTHER DE.ADLOAD iT C � . 'C; C.T.LI'fHO:�)PSON PRO:JECTNO.[�.;,li?.1 �� R�7ED —_, 0oundation'fold [E REOUIRED.THICKNESS_______ _T _'INCHES IJ.I.t;4EASURED.THICKNESS ___.INCHES t=ound'ation.Wall Condition [� EXPOSED STEEL [] SURFACE PR65LEb1S (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION.ON SKETCH) kecom mmendecI ®rain lype Fj EXTERIOR INTERIOR FIG. INSTALLED PIPE DI AMETER� __ INCHES WALL HEIGHT _.T : h`. — _________.INCHES DEPTH=TOP OF WALL TO BOTTOfJI:OF TRENCH . _ _ `INCHES Q, SLAB ON.GRAhE Q STRUCTURAL FLOOR �. PIPE INSTALLED G.RAVEL:INSTALLED, dRAVEL SIZE Type 0i Outlet J GRAVITY, BELOW SEWER C].!SUMP PIT UNDER DRAIN SERVICE CONNECTION VISIBLE (AT STUB) ❑ Foundation. Void: L] IN GENERAL CONFORMANCE WITH f3EQbm?JENbAT16NS ❑ .REJECTED [].Foundation. Wail Drain: ciIN GENE.RAL.CONFORNIANCE WITH: RECOMMENDATIONS [� REJECTED oilndafioii Waterproofing: -GENERAL CONFORMANCE WITH REQbMMENDATIONS REJECTED ❑ l_xterwr insulation MANUFACTURER HE{GHT. FEET DISTANCE BELOW FOUNDATION WALL :.. FEET ADDRESS: LOT ^ _._�:^ t BLOC,f FILING NO... _ PROJECT NO: Foundation Wall Layout .' FIELD REPRESENTATIVE: ' ;} 41 ' REVIEWED BY VPslot DALE OF •;1 t'J 9 7 a.�.+j "7'i; i.Ji _°.!C;. a c::.., tv>t �:, 6. •..... ``y f.�{:`. i. a•. .',ifl.��rF , ''r,-•�f`:s I�nr•. •_:�.: f:-y I'�� .;1� .F'� f_ �':a .,�: i.. �3��:�" a; :!:•;�9L4:_=i►:Ea�?L" �!?C-�.3'E?(`�,c�� L�j.#� Cs�?u ���t���a����: CLIENT: CalAtlan.tic Homes -SvracuseMia..; Suite 200:..... GreenwoocFbillage; l~ouncy. tlon Plan Bl .._._ , ; lel CiJ. l c ► {� .._:. PLAN. NO. i=C.!'t.lrifttion 'i ype .[ SPREAD FOO,'INGS E] GRADE,BEAMS AND PADS n. DRI.L;,ED FRICTION ?IERS. [] DRILLED PIERS INTO BEDROCK tf Mo-ftNG W/1-MiNJIMUN1. —'D=A.CLOAC El OTHER ' iL:iTF{Oi;1PS01!.PROJECTRO. t�illl?�^`1:i` DATED Foundation Cold ? REQURED THICK hlESS..._;_._._.._INCHES 1� SUHED THICYAlESS INCFIES Foundci-:ion Wall Condition EXFOS D S'I EEL , I `=URt^ACE PROBLENI.S (HONE (CC)M,61 1G, ETC.) _,. • . (IF CHECKEO,.SHOW LOCATION ON SKET CH) i;ancorrini€ rided.1«lrahiiype EXTERIOR .INTERIOR FIG...... INSTALLED PIPE DIAMETER--_,_T!" INCHES WALL EIGHT -_j `'� `a_T--- - —___ { _ INCHES DEPTH -TOP OF V,ALL TO. BOTTOta!I OF TI IENCFt_ j _. ? INCHES �t SLAB O,,J.GRADE :STRUCTURAL FLOOR u-P{Pt INSTALLED r jg� GRAvELINSTALLED—GRAVEL SIZE i•ypo o•i outlet r, %GiRAVITv, BELOW SEWER.jp_;,SUMP.PIT ❑;UNDERDR.AIN SERVICE CONNECTION VISIBLE (AT:STUM �i Foundation Vold- "iM IN GENERAL CONFORMANCE WITH RECOh11MIENDATIONS REJECTED 1--o II1C?il'CtOn Wall :E�Y'cilli;. �'+ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS. REJECTED `L� 7h r,) a w oundation •filfaterproofilig: IN GENERAL CONFORMANCE VViTti REC:Ol1"tUIENDATIgNS ��jRE:IECTED _=1 w•rteeicr.in ul ation MANUFACTURER HEIGHT - --- :.......- ......FEE T DISTANCE BELOW FOUNDATION.: WALL _--_ FEET ADDRESS:: LOT BLOCK FILING NO. _ PROJECT NO..e145ca—( t-oundca lon Wall Layout Ji- ,11 591.1Cbg ,4IUMN ni . im •i 16 C-6 CLIENT: CalAtlantic Homes --.._-------616-1�-S:�-Syr�ae wse•-Wa�Y;=Sa+#e- 200�_..:-_,;.:..__, _--_—_,Gr-eepwuod•:Viilage; GG-=801 -1-1--_-_—_— _._____---...._.�ttn:•�Ms: •Anne#te-Wer�clor#f---�--•--..__:-__--_._ BY .PLAN NO._.-':L.t:?:��:..�.il: a?C_�6t�uilC3ii E..SPREAD FOOTIIGS �[ 'FOOi INGS IMITH %/INIMUM, DEADLOAD GRADE SEAUS AND PADS Ej DRILLED FRICTION. PIERS L} DRILLED MERS INTO BEDROCK. rLj ' Oi HER. jzU ! irts 5�5u 3 ,Od 3j h ate, i „TL/ FIOPSON , OB NO: __ DATED VVALLALIGNIM-ENT.OFFSE'l' _.---..--_ ---- .___......._.INCHES rounda ien Void L. R.EOUIRED.THICKNESS -_..----- _ ...___INCHES NOT: REQUIRED f���irtfitrcinc� �eel GRADE _. _._ NO.OF BARS. TOP `.:_ VERTICAL I.40ktON Art 1rrlr" W'�. $r*vrw. ' 25.0 Z',Ifj Aj, ri,. eift!!A, � (= ADDRESS: LOT ...:._.:.:...:�� :BLOCK, ry� FILING NO._:-_ ____ _ lO6 NO..--._.l` Foundation V.Val.! Layout - L.�_-!-IcC(r FAG ��5`/-.l(:�c�'�:!�`:`vl�;........:...........::......::..._...........:...................,..:...:............:::.,>......:...... Insiructions to contractor UFER Ground : Location of UFER Ground f. GENERAL CONFORMANCE WITH.PLAN 10�7 % �N LOCATION:._2YS _._.....__..._...... -_ ..._...-......,. �. REJECTED ,G. (� NOT INSTALLED �;`sti;N4EGlj 5 RECOMMENDED. CORRECTIVE PROCEDURE ._.._._ � NOT REQUIRED FIEUD REPRESENTATIVE --✓ ,iEVIEWED:BY DATE 0F.QBSERVATION p �3 & CL E Ca.)Atlantic Homes 616t:&.-S raduseMayr-Suit e-200-- .... ........ -Greenwood- Villa -"80141 ... i. VC-0- ... ..... ... LOT IL :WL .......... -- " 7 " '-':' - -;- s.--. innett thr.. ­ -'- " W' d At. e or --------- . . . . . . . . . . . . t em TLITHOMPSON PROJECT NO. s NGS. t-A,AXIi','MM-:SOIL PRESSURE OF INCHES: VVIT WHMMUMIDEADLOAD: J. iAXH%4UtA SOIL PRE.S.SPRE:-OF 4 c�:0 ::tvvNiMv.,,.4 bE_, bLoAD PRESSLOE 6 KIOVIGE A -iES GP3:ADE 8EA i-AS ANDIFAbS: N^,AXHM,U.,%11 SOIL PRESSURE OF sp, S:F.. Mi NIMUVI DEADLOAD PRESSURE OF pnoVIDEA INCH VOID.:BENEACH.GRAOE..BEAt!.iI.S. A41N, !'%A, U.M. WIDTH v ..Mmm'daifimi: .By "N -.:AA! �PWTNO. FOOTING WIDT 11 (INCHES) DEPTH 31' (I N 0 I4.E8.) p E p T H (INCHES) QOLUMiN Vvi (INCHES):DEPTH 8EINFOqGEMENTAS PER PLAN'. U U14.011JERIt R t D: }07AT, SITE: '"--I INSTALLED. - if D. 1UPPER LEVE-L. .... ..... .... I-OwEnLEVEL IN EXCAVATION SCONE ENCOUNTERED IN. E30RIN G NO::.__._..:TO F.9ET 8EQ AT... FETAN BCRING N Q j4:, f"PAPIV T' A INDIcATEsAPPROximAte %1RASI)PEI'�.1ENT LOC,4MQW. OT I f \1G I M GENIERAL C NFOMAIANCE; WITH P;1;�! FOOTINIG REJECTED A1� coNPITIONS EXbWATPON ASANT10PATED .- L 1 CONDITIONS IN EXCAVATION NOT P.&ANT111 I.P-95-D! COINIT ACT GEOTECHNICALtNGIWEEk REdONIMENDEO.CdARECTiVE PROccou-qE