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HomeMy WebLinkAbout415 HOUGHTON CT - SPECIAL INSPECTIONS - 12/18/2012 (2)Observation CLIENT' Encore Homes, LLC ---------- - I 218 est sh, Suite A -- Windsor, CO 80b50 ...... - -- - -- ..__ Attn:. a- Ms. DebrRoaeis Recommended Foundation System CTLTHOMPSONPROJECT NO. U ,OQc5 - Et. -20 ... DATED f013O1_2_°Z . SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF `=SF. MINIMUM WIDTH . _ INCHES !!r]'FOOTINGS WITH M NPAUM DEADLOAD q MAXIMUM SOIL PRESSURE OF MINIMUM DEADLOAD PRESSURE OF-- 5 00 _---._...___....._......_.._... PS:^. PROVIDE A _ _ INCH/ VOID BENEATH GRADE BEAMS MINIMUM 4:iDTH,_fJQ INCHES ❑ GRACE BEAMS AND PADS i MAXIMUM SOIL PRESSURE OF MININ•'UM DEADLOAD PRESSURE OF^___.- - PSI. PROVIDE A ,______-__... .......... ..._.._..... . INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH INCHES Foundation Plan BY C—t(' ZLonofo„j_2..C. PLAN No. Ru5'?,O, (13 DATE WALL FOOTING ftiOT`H✓ (INCHES) DEPTH _ (INCHES; COL.UMh PAD �+j� �7 L� _(INCHES) DEPTH (INCHES; COLUMN PAD .._.. (INCHES) DEPTH ...._�_.__ (INCHES) REINFORCEMENT AS PER PLAN: Wj YES [j NO © NONE REQUIRED IV AT SITE ❑ INSTALLED Soil Conditions At Footing Level +. UPPER LEVEL ��CI r1..i L{_ LOWER LEVEL!4 Ground Water Conditions R.T70NE IN EXCAVATION NONE ENCOUNTERED IN BOBUNG NO. TO _-FELT [�.,EN000NI ERE0 A' tG FEG I' IN BORING NO.-T�_63V_- Remarks: U N G ADDRESS r� LUI�_...... SLJCK FLING NO ....___... ___... PROJECT N0. F CG Z. C Foundation Layout A INDICATES APPROXI.MAIE DEPTH."+VDTH MEASUREMENT _OCATION Instructions to Contractor [;�FOOTWG IN GENERAL. CONFORMANCE WITH PLAN [ FOOTING REJEC T ED �6CONDI'-IONS IN FX:.AVA-'QN AS ANTiCIPACcD I—, CONDI I K3NS IN EXCAV,�CPI NOT AS AN'TIOPAVED, CONTACT GEOTECHNICAL ENGINEER RECOMMENDED CORRECTIVE PROCEDURE V FIELD REPRIESENTATI F •mot REVIEWED By /71JZ S�f Z t 7 AT DE OF OBSERVA ION CTLITHOMPSON CLIENT: ADDRESG' Encore Homes, LLC. T/<__ 1218 West s Suite _ Lt/nu Cr- Windsor, -BLOCK FILING NO.........__ ....................... PROJECT NO. _ fL0 S 3 2 Attn: s. era Rogers Foundation Plan Foundation Wall Layout PLAN NO — U.S 3 2o. 3 .._._. DATE .._I% _.�._1- Foundation Plan -� �SPREAD FOOTINGS [rj wOTINGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK i [� OTHER ...___ . CTUTHOMPSON _ PROJECT NO. ✓,-u.�W� � ..DATED ID%3O j zoo 2 ... WALL ALIGNMENT OFFSET _ _CC) _ . .. INCHES 3, Foundation Void ❑{ REQUIRED THICKNESS t _._._ INCHES ❑ NOT REQUIRED � •B Reinforcing Steel GRADE ...........6.4 .._._..... BAR SIZE _.... ly tj....,..,.._. NO. OF BARS �j TOP_ _ ._�! ., ....... — . .._—..... ...........- — i _ _ BOTTOM —�--- VENTICAL C _. HORIZONTAL ....._..... ...... ....._.._ . ......_. _.. _ _ COUNTERFORT .._ _. _ _ _ ,�UFJ:R Ground o L,,o}}cati n of UFER Ground( 'Z : LOGATIONc„�,[ S i LJ J SF C.::v f"vIEZ.°� CJ7- '3 Q(rYA LR' Instructions to Contractor I NOT INSTALLE� ) 0 � (,� Q � J E L,J{+��y�n ✓'�' LAN GENERAL CONFORMANCE WITH PLAN L..i &A-) ( S �� [ ❑ REJECTED COMMENT: RECOMMENDED CORRECTIVE PROCEDURE �.HI CTLITHOMPSON CLIENT ADDRESS: Encore Homes LLC. s 121f3 West Ash, Suite .._. Windsor, CO 80550 LOT L Bi OCK -� .......... . _--.. _ s ..._. _-_ _._..... FILING NO ........... - ......... PROJECT No_ FCO i 3 L(. Attn: Ms. Debra Rogers Foundation Plan BY G*%- / 1 ,'r Cpc3 - ,j,rrtGI PLAN NO.'�6053Z&4 i13 Foundation Type iJ SPREAD FOOTINGS n GRADE BEAMS AND PAD DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK `FOOTING W,MINiMUbI ❑ OTHER___-__---_— DEADLOAD }-00 51 20 vcf 5 -' Z-L' } D%'3�.'1l Li: 7 L CTLiTHOMPSON PROJECT NO. DATED Foundation Void REQUIRED THICKNESS. INCHES MEASUREDTHICKNESS __-INCHES Foundation Wall Condition n EXPOSED STEEL SURFACE PROBLEMS (HONEYCOMBING, FTC.) (IF CHECKED, SHOW LOCATION ON SKETCH) Recommended Drain Type EXTERIOR €?ATERIOR FIG. ----_------------------------------ - INSTALLED PIPE DIAMETER. ._� ............ .__.._._..._ .__. INCHES WALL HEIGHT ........-�'+._... ........ ..._........ ...................... INCHES DEPTH -TOP OF WALLTO BOTTOM OF TRENCH . _......__.......-_._ INCHES n SLAB ON GRADE SIj STRUCTURAL FLOOR ® PIPE INSTALLED Ell GRAVEL INSTALLED. GRAVEL SIZE Type of Outlet GRAVITY, BELOW SEWER RX SUMP PIT ❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) Foundation Void: IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED RFoundation Wall Drain: IN GENERAL CONFORMANCE WITH RECOMMENDATIONS (� REJECTED '+Foundation Waterproofing: lj�iN GENERAL CONFORMANCE WITH RECOMP.IENDATIONS Ej REJECTED ❑ Exterior Insulation MANUFACTURER HEIGHT _ .__.. _ ...... FEET DISTANCE BELOW FOUNDATION WALL FEET Foundation Wall Layout IEDBY €� 3G 177 F OBSERVATION