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Home My WebLink About5764 Northern Lights Dr - Special Inspections/Engineering - 07/31/2015LTMA CLIENT.- .Yjand Homds j S ... im' A kla TO%I.0 I Y, a y i-1200 --- Ll ----rr enwoiod-viffaq tta-Wohdorff-- f6undation Kin PLAN No. _14.7_0z Foundation.Type SPREAD FOOTINGS o:.GRADE BEAMS AND PADS DRILLED -FRICTION PIERS.. n:;DRILED PIERS INTOBEDh..QCK; WFOOTING WIMINIMUM 0 OMER DEADLOAD: CTLITHOMPSON PROJECT,NO:rZO nd-OVARD Foundation Vold X'REQUIREDTHIORNESS—... INCHES MEAIu.UREOTHIQKNESS 4 INCHES 'r Undation Wall Condition EXPOSED STEEL [:SURFACE PROBLEMS (HONEYCOM61f4b, ETC.) (IF CHECKED, SHOW P. L 6 .ATION.ON SKETCH) Aecommanded Dral " p:Type [.EXTERIOR VINTERIOR F . IG. - INSTALLED PIPE DIAMETER-__L4` ._INCHES LL H. EIGHT INCHES DEPTH -TOP OF WALUTOBOTTIOM'OF TAENCH_(.T' SLAB ON GRADE n.sTRUOTIJRAL FLOOR PIPE INSTALLED tK3,w ,GRAVEL INSTALLED, GRAVEL: 912 Type. of Outlet GRAVITY, BELOW:8,E:WER KSUMP PIT UNDERDRAIN SERVICE�CONNECTION VISIBLE (AT STUB) XFoundation . Void-, 125IN GENE RAL.CONFORMANC E WITH RECOMMENDATIONS REJECTED X.Founclation Wall Wain: JIN GENJEMNUCONFok NCE W ..'1._--JTFIFIEC: MMENDATIONS CTLITHOMPSON Co. 7) ADDRESS: LOT BLOCK— . .. . ........ FILING NO PROJECT KIO. Fou.h.datilb.h. Wall, Layout ......... .... . .... . A w. _A41 ... . .. ..... .......... NT A � t: J. . . .... .... . : RECOMMENDED CORRECTIVE PROCEDURE . ..... . . .. .... ...... l'Excavatoh4Footih q CTLITHOMPSON Obseniation ".1 :CLIENT. Ryland.Homes.. AbbmS S: S -Syracus-emayg. fte. u .............. . .... ... ...... .......... ........ . ...... ..... ......... . G-reenwood Villa-ge,4 -I ja . . . .. . ........ . ...... ........ . ..................... ........ .. LOT. ............... FILING No: ECTNO..( ............. Recommeind6d.foundati6nS i CTLITHOMPSON PROJECT NO. DATE 0 0. SPREAD FOOTINGS *aXIMUM SOIL, PRESSURE OF . ............... .... . ... . ............ .. .......... . . ..... MiNNUM WIDTH........_..---- - ------ INCHES 40�00TINGS WITH MINIMUM DEADLOAD MAXIMUM . F;011.PRESSURPt)F.--.��q.. .......................... .. psF.. MINIMUM DEADLOAD PRESSURE -OF PROVIDER INCH voib IBEINEATF' JGRADE BEAMS INCHES GRADE BEAMS AND PADS MAXIMUM SOIL PRE-qQgF Qf'I--,..;..-.:.. .......... sr, MINIMUM DEADLQAQ.pkESSUht . . . . . ... . .. . .... . ........... . .............. PSF. PROVIDE A ..... .... .............,........,....,.......:..._._,.INCH VOID BENEATH GRADE:11EA19 MINIMUM WIDTH.: Foundation Plat BY PLAN NO. •.......... DATE. . . . . ..... . .......... WALL FOOTING WIDTH CHES) DEPTH . . .......... . 8 ........... .. (INCHES} coLurv,64 {INCHES) DEP-1 . H (INCHES) DEPTH ......... ........ (INCHES) R'g1NFdhccrN,fE r !. ...1-1. . ASPER:PLA N1: E) NO E1:NONE REQUIRED n AT SITE. CEF%WSTALLED Soil Conditions At Le! LIPPER LEVEL . �c� A, • ....... . .... ....... :Ground WatOr Conditions .-ONONE IN EXCAVATION NONE ENCOUNTERED IN k�ING NO. TO FEET AIENCOUNTEREDAT_-13 ,-- FEET IN.B0RING,NO4.Z1 Remarkm. ....... . .... . ... . . . . .... YO Foundation La tit . ...1-11-1 .. f f. q .;4 Ath k J, J . . .. ...... .. A. ...... A v A INDICATESAPPROX f- MI MEASUREMENT LOCATION .!M,�TE DEPTHNY ID 4,51ructions tb Cbrifiactor 1POOTING IN GENERAL CONMRVIANCE'VATH PLAN IFOOTING REJECTED OI-IbiTlaNs� 'EXCAVATION AS ANTICIPATED CONDITIONS IN EXCAVATION NOT AS ANT .1,CIPNTEb,:t(5NT.A0-T r PEOTECHNICAL ENG*Ft,9 RECOMMENDED GORAEC.TIVE PROCADURE . . . . . ..... . ........ . .... 2 ...... . ................... . . ..... ...... . . .. . .. ............ .. . . . ...... . . ......... . ..... .... ....... . . . . .......... .. .. .. .. ..... . .... . . . ....... ....... L/c. ,q .. .. ..... . ......... .............. FIELD REPAESEN>KE . .. ..... .... < :DATE OF OBSERVATION: Founddi-oniNall. 0 CTRom. ITHOMPS-VA CLI Rylafid Homes .. . .............0-161-6-Syracuse M Y-sbite 900 . . . R . ......... . .. ---------- LOT BLOCK ............. . . ... 7 . . . ... ............ . . ...... FIL No. v .4 .'NO. io�. No. Foundation Plan gy, T..5)j .51'aZoArE Foundation. Pi an [] SPREAD FOOTINGSt DR.-foOTINGS, WITH MINIMPKDEADLOAD 60A . DE BEAMS . . AND PAD . . , S DRILLED FRICTION PIERS: Ej.011ILLED PIERS INTO BEO.kook. [.QTHER-:_ ....... ..... . ...... dTLfTHOm0S6N'JOB No. WALL ALIGNMENT OFFSET INCHES Foundation Vold I&REO.U.1145D.THICKNESS HES 0 N07` REQUIRED R64 GRADE .............. . . . 40 0: Top BOTTOM: -Z-- V.E.RTICAL. I Insi.r(joitops to lbontraclok GENER&COWOhMANCE WITH. PLAN, REJECTED RECOMMEND . ED C0RRECTfVE.P0QCEDUh . . ..... . .... COMMENT:—114-ft' . ...... .... AjJb lbe-4, . ...... . .. . .......... . . .. .... ... . .............. .. ........ ....... ... . . . b...... . ... . . . .........................