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HomeMy WebLinkAbout438 HOUGHTON CT - SPECIAL INSPECTIONS - 3/12/2013aws TCTLITHOMPSON Dv--D-a7-QETv_ CLIENT: Encore Homes, LLC. 1218West Ash, uiteA W indsor, CO 8055­0 .. . .. . .. . ....... . ........ .. . ........ Attn. Ms. Debra Rogers ALOLRESS .. . ..... . . LOT BLOCK PILING NO PRCjECr Na Foundation Plan Foundation Wall Layout yam. BY NO Foundation Type L] SPREAD F 00 RINGS GRADE BEAMS AND PADS DRILLED FRICTION PIERS DRILLED PIERS INTO BEDROCK F01100TING W MINIMUM OTHL-.R . .. ... ­­ . . .............. .... . ....... . . ..... .... ... DEADLOAD d ,5:51-0 �CL(, CTUTHOMPSON PROJECT Nj��Q L�-D,;T U Zv 0 Foundation Void ,Z-/ I REQUIRED THICKNESS—- ... ..... ..... .. -S vi F INCHL G, 2/MEASURED THICKNESS INCHES . .... ... ... ... ... ... .... .... ... ....... ... . Foundation Wall Condition EXPOSED STEEL Fj SURFACE PROBLEMS (HONEYCOMBING, ETC.! (IF CHECKED, SHOW LOCATION ON SKETCH] Recommended Drain Type E] EXTERIOR [R-TNTERIOR FIG. . . ..................... . ....... ... ....... .......... .. . ............ . ... . .. INSTALLED PIPE DIAMETER Lj INCHES WALL HEIGHT ... . ....... .. . . ....... .... . .... ........ . .. . ..... INCHES DEPTH -TOP OF WALL TO BOTTOM OF TRENCH.--.....-- INCHES n LAB ON GRADE Cd'STRUCTURAL FLOOR +no1 PIPE INSTALLED F1 GRAVEL INSTALLED, GRAVEL SIZE RECOMMENDED CORRECTIVE PROCEDURE__ Type of Outlet GRAVITY, BELOW SEWER E:JISUMP PIT UNDERDRAIN SERVICE CONNECTION VISIBLE tAT S I UU} EP,ro9ndation Void: Eg4N GENERAL CONFORMANCE WITH RECOMMENDATIONS E]REJECTED ZFou dation Wall Drain: F.77NERAL CONFORMANCE WITI I RECONWIENDATIONS E] REJECTED f4ou dation Waterproofing: f ,TP GENERAL CONFORMANCE WITH RECOMMENDATIONS REJECTED ❑ Exterior Insulation MANUFACTURER HEIGHT FEET (r DISTANCE BELOW FOUNDATION WAL1. FEET Excavation/Footing Observation CLIENT. Encore Homes, LLC. ui5 ,fieX___....__.._..__.........--- -- -- Windsor,C080550 CTLITHOMPSON ADDRESS LOT _..�...- S _. _ BLOCK .. ]_.._ F ...._._-__. .. ILING NO ... ..... ........ _..._..?ROJE'CT NO.--�--'�3z�.�__.__ Affi : Ms.�ebra Rogers Recommended Foundation System Foundation Layout CTL'THOMPSON PROJECF NO. 2.0 I - - UATEG..._.. _...... L.C)....�.�=_1-Z......�._ _ i'_. ! .... .. .__ ..... t _ ❑ SPREAD FOOTINGS ' � MAXIMUM SOIL PRESSURE OF PER " MINIMUM WIDTH. INCHES FOOTINGS WITH MINIMUM DEADLOAG w �U -. ...... _._ . ._ i.: MAXIMUM SOIL PRESSURE OF .... PSF �4" +L �' •) � - MINIMUM DEADLOAD PRESSURE OF PROVIDE A INCH VOID BENEATH GRADE BEAMS r • " p €"J _ ��, q I �+ MINIMUM WIDTH _- I1L.xI INCHES GRADE BEAMS AND PADS r MAXIMUM SOIL PRESSURE OF PSF + )g- MINIMUM DEAULOAO PRESSURE 0 'F­...­____­_1­_'__11 PSTZIlkT� PROVIDE A INCH VOID BENEATH GRADE BEAMS ty !' MINIMUM WIDTH ,_, , INCITES /6 ' _.._.___.___. ..... Foundation Plan 1 7! p a 1 /6 BY PLAN NO. DATE �--� /� ' Z(� /.3 i :' \�I'�'1•I".,/ +" WALL FOOTING }WIDTH j6_ .. (INCHES) DEPTH[____._ (INCHES) 1 A- COLLlpMN PAD.Y. DEPTH (INCHES) ,g COLUMN PAD -1Y X `+a (INCHES) DEPTH -,_,,.,, ��? __....,... (INCHES) ' REINFORCEMENT AS PER PLAN: (BYES ❑ NO ❑ NONE REQUIRED AT SITE ❑ INSTALLED Soil Conditions At Footing Lev®I ♦ INDICATES APPROXIMATE DEPTHIWIDTH MEASUREMENT LOCATION Instructions to Contractor UPPER LEVEL C bQl, {� r set-w�-y� hr�,,-(� 'L / �. . R,✓.rn [60TING IN GENERAL CONFORMANCE WITH PLAN ._..._ ._......-._._____.... ._........_.... ........... _. ✓ ..�---- ._._...... ❑y�FOOTING REJECTED ....__...... ..............._..,..._. .._..__... ., .._........ .................. ..., .,........... LJ CONDITIONS IN EXCAVATION AS AN'T'ICIPATED LOWER LEVEL ,. .,, ..... . ❑ CONDIT'ONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT ...................... ...._.._......._..... . ...._._._.._.................. ........ _...... _— _..._......... .......... ... GEOTECHNICAL ENGINEER Grolund Water Conditions NONE IN EXCAVATION Li NONE ENCOUNTERED IN BORING NO ,., TO . FEET Q ENCOUNTERED AT FEF..T IN BORING NO. --__ Remarks: RECOMMENDED CORRECTIVE PROCEDURE 0 Foundation Wall Reinforcement Observation CYLI Y®6VM SON CLIEN I ADDRESS Encore Homes, LLC. 1218WestAsh,SulteA... _.__ ....._..._.. .. 1Nindsor, CO' 80550 LOT BLOCK _..... A ... .... .... , FILING NO.___ PROJECT NO. ttni Ms. Debra Rogers Foundation Plan Foundation Wail Layout BY ___.....__1.,�..'iu_4v_��i_i.^........._.5'rc.. s„1 t.1_i...•_-�.�_h.c t Yf - PLAN NO. >'Co..Sa3o_t _._....... DATE Foundation Plan {_..I. SPREAD FOOTINGS � � rOOTINGS WITH MINIMUM DEAOLOAD j GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS n DRILLED PIERS INTO BEDROCK [] OTHER CTLRIIOMPSON _ G PROJECT NO. . �O S2 . Y.¢..." 20 DATED C}G} . -70I Oi WALL ALIGNMENT OFFSET Foundation Void 41 n REOUIREUTH.CKNESS ............._._ ._.. .. _INCHES NOT REQUIRED E Reinforcing/Steel GRADE _p O ..........__ ...__.._....._ 6AR SIZE ... _ Y.. NO. DEBARS .... BOTTOM G ............. _. _. ... .. - . VERTICAL HORIZONTAL N`u"k,... h.,-,0�. ""• COUNTERFORT __ LIBER Ground 4- Location of UFFR Grrwnrl