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Home My WebLink About5803 Northern Lights Dr - Special Inspections/Engineering - 09/21/2015"Founue n' Yd dAfferdtorp roof Ing Obsenre'don CLIENT: —69 61-SrSyracuse-Wayi-Suite-200 Foundation Plan .By PLANNO... . . . . . . Found a VotiTwe []::SPREAD FOOTING . s oRADE:BEAMS- AND: PADS n.DRILLED FRICTION:PIER-Q .0ZRILLED PIERS INTO :BEbR k:: .FOOTING IN/MINIMUM UOTHER DEADLOAD y CTLITHOMPSQN.PR6jECrF NO E IT W jj) :Founclation. Void. 8EQUIRED7HICKNESS,__ INCHES EZIMEASURIEDTHICKNE86 - INCHES Fopaclabon. Wall .Condition ]ExPostb:sT..EEL- SURFACE PROBLEMS (HONEYCOMRING.:M:) IF CHECKED, -SHOW. LOCATION. ON . SkETC.H) Rdcotnrnended'.Draln Type EXTERIOR G86INTERIOR :FIG. INSTALLED PIPE1.DIAMETER INCHES INCHES DEPTH -TOP PFINALLTO BOTTOM OF TRENCH INCHES !SLABON.GRADE STRUCTURAL FLOOR [.PIPE INSTALLED LED RAVEL INSTALLED, GRAVEL SIZE -;Ype of. outlet El &AVITY.BELOW SEWER: gSUNIP PIT UNDERDRAIN: SERVICE CONNECTIONVISIBLE . . ( . AT.S . TUB): )XI Foundation Vold. IN GENERAL CONFOHMANCE WITHRECoNIMENDATION S t . ounda iQ.n Wall Drain. IN GENERAL CONFORMANCE WITH:RECOIMMENDATIONS FTFIEJECTED: `[ -:Founcication Waterproofing; , 4.JNWCJENERAL CONFORMANCE WITH RE(i)mmtNDATIQNS :REJECTED.. :0 F,:Kierior Insulation IAANUFACTURER HEIGHT: FEE :D1.STANb.E BELOW Fou.NbATIOOVIALL FEE4 ADDRESS: I Lal t a —A LOT FILING NO. Foundatfon Wall. Layout .. ... .... . \# FEE. 7, ...... .... AtI. . ... .... .. .. Alf .. ... .... . ...... .. ...... ... .. .. ... .... ... .. . .. ... .. ... ......... ...... . ...... . ........ r CTL I T HOMPSON Observation CLIENT: Ryland Homes _.._ ....-Greenwoad MiUage,_CGL8D111 Recommended Foundation System -� �, CTLITHO'N1PSON PROJECT NO. i-.lpIOO -t w DATED _........ --........- - ��.._��. /�Z.. L] SPREAD FOOTINGS MAXIMUM SOIL PRESSURE. OF _. _._....---- ----- -...-•----...... PSF. MINIMUM WIDTH., --.- ---INCHES FOOTINGS 1VIiH MINIMUM. DEADLOAD NiAXINIUM SOIL PRESSURE OF V� PSF. _. MINIMUM DEADLOAD PRESSURE OF ,b0 0 PSF. PROVIDF A INCH VOID BENEATH GRAD ' BEAMS MINIMUM VVIDTH....._... NC:HES GRADE BEAMS AND PADS MAXIMUM SOIL PRESSURE_ OF .-.-.. , .-,., _- _ - PSF. i,11t4Itvlllht DEADLOAD PHESSURE OF ....._.,. • ._ PSF. PROVIDE A ... - _ INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH ..-.. _ INCHES Foundaqsplafl _17veu_ PLAN NO. /S1. MNALL FOOTING WIDTHy (INCHES! DEPTH ..,_._•,,.(IfQCHES) COLUMN PAD Z..... (INCHES) DEPTH - _ (INCHES) COLU 1N PAU40 (INCHES) DEPTH _ (INCHES) REINFORCEMENT AS PER PLAN: ;?"YES ❑ (JO [ 1 NONE REQUIRED A SITE [ f 1NSTALLFD Soil Conditio>At FFoo 'ng Level Q UPPER LEVEL 1_ GGkfW p1O d�/1 LOWER LEVEL Ground Water Conditions NONE IN EXCAVATION NONE ENCOUNTERED IN BORING NO. .. _ TO.... _ FEET ENCOUNTERED AT ___,...�_ FEET IN BORING NO..�-'�-•_g_ Remarks: ADDRESS: C.-I ✓) S LOT-__ .......---..._�_.._. BLOCK. FILING NO..,, _. __---__-•_---_PROJECT NO. _�U? `� •� __ -�- t J , A INDICATES APPROXIMATE DEPTH,,VJIDTH MEASUREMENT LOCAi ION II.3lruCtions' to contractor nj, FOOTING I1.J GENERAL CONFORMANCE WITH PLAN F O T ING DEJECTED -I CONDITIONS 1,11 EXCAVATION AS ANTICIPATED ❑ CONDrrioms IN EXCAV.4CION NOT AS ANTICIPATED. CONTACT GEOTECHNIC.AL ENGINEER RECOMMENDED CORRECTIVE PROCEDURE ,: _-_ ., -•.- „__ -,_- FIELD urn I e yr Foundation Wall Ryland Homes -�----61-61-S.--Syracuse-Way ,-Suite-200----.--.- ADDRESS: : LOT LOCK FILING Ms-.A-nnefte-Wendorff----- JOB NO. Foundation Plan BY PLAts DATE Foundation Plan []:SPREAD FOOTINGS 65fOOTlNGS:WITH.MllNIMkJ MPEA.DLOAD n:GRADE BEAMS. AND PADS DRILLED FRICTION NERS n bR!.LLEb. PIERS INTO BE . PROCK . 0 OTHER MAPSON jOB.Ne<> I . 0..46 .QTUTH j 7 DATED C- WALL. ALIGNMENT OFFSET Foundatloh Void. .i:t;;<..�EOUIRED-rHICKNES�3.:.--.-- INCHES n NOT REQUIRED Reinforcing Stdel dt :GRADE: BAR SIZE NO. OF BARS TOO cv-t BoTTom VERTICAL.. ins-tructio c9=N-GENERAL:CoNPORNIANCE WITH PLAN. REJECTED RECOMMENDED :POR.RFP.TIVE.PROdEDURE� . . . . . . . . . . . . F-pundatio.hMall: Ur .out UFER:Ground .9'. LocEqtioh bf:UFER: Ground: e S.4 NOT INSTALLED n :NOT REPUIRED.