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HomeMy WebLinkAbout3603 Rocky Stream Dr - Special Inspections/Engineering - 03/08/2005Excavation/Footing Inspection CLIENT: Stonefield Homes, LL_C_ _ -- --- W-8 Rookery Road — Fort Collins CO 80528 - Recommended Foundation System CTLITHOMPSON JOB NO. _L - Z 9 -7 f� DATED _ -- -- -1-- - SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF - ---------- ----- PSF. MINIMUM WIDTH INCHES FOOTINGS WITH MINIMUM DEADLOAD MAXIMUM SOIL PRESSURE OF O a a pSF. MINIMUM DEADLOAD PRESSURE OF _I , D o a -- _PSF. PROVIDE A _ INCH VOID BENEATH GRADE BEAMS. MINIMUM WIDTH --- ---- ----- ------ ---- INCHES ❑ GRADE BEAMS AND PADS MAXIMUM SOIL PRESSURE OF __— ------------------- PSF. MINIMUM DEADLOAD PRESSURE OF -------- --- _ PSF. PROVIDE A —_ INCH VOID BENEATH GRADE BEAMS. MINIMUM FOOTING WIDTH __ __----------------. INCHES Foundation Plan BY-- -------------- ----- -------- PLAN NO. -DATE WALL FOOTING WIDTH / 6Z Z_ -- - (INCHES) DEPTH $__ - (INCHES) � COLUMN PAD � 2k (INCHES DEPTH O o,i ) - _. (INCHES) COLUMN PAD - (INCHES) DEPTH J0 (INCHES) REINFORCEMENT AS PER PLAN: ,QQ YES ❑ NO ❑ NONE REQUIRED [IA AT SITE ❑ INSTALLED Soil Conditions At Footing Level UPPER LEVEL 4(, % S ,w LOWER LEVEL 6-i -'7 's Ground Water Conditions NONE IN EXCAVATION r NONE ENCOUNTERED IN BORING NO TO FEET LV ENCOUNTERED AT % ' FEET iN BORING NO, L S Remarks: ADDRESS: --- - -- LOT ---- -- -- � � ---- - ---- BLOCK FILING NO. JOB NO. 1rG Foundation Layout f— BG V9 1 0 l A INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION Instructions to Contractor N GENERAL CONFORMANCE WITH PLAN REJECTED �- RECOMMENDED CORRECTIVE PROCEDURE t tf LD REf RESENTAT REVIEWED BY 3, 3- DATE OF INSPECI / oPPpO.REGIsI SI0NA� Ea Foundation Wall Reinforcement Inspection CLIENT: Stonefield Homes, LLC Foundation Plan BY 6., PLAN NO. �I q DATE 2 Foundation Plan ❑ SPREAD FOOTINGS FOOTINGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER CTLITHOMPSON JOB NO. DATED WALL ALIGNMENT OFFSET O INCHES Foundation Void L% REQUIRED THICKNESS q INCHES ❑ NOT REQUIRED Reinforcing Steel GRADE 610 BAR SIZE NO. OF BARS 1 TOP 2 4 i4 BOTTOM Z # H r o„J - — VERTICAL f#+l x HORIZONTAL hi CONTERFONTS N IZ Instructions to Contractor I� IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE CTL I THOMPSON 66s-� ADDRESS: 3 L 3 LOT 5-01 BLOCK "- FILING NO. JOB NO. ►-L - o Z$� S -9-10z'Ll 54-,,-,... UFER Ground t- Location of UFER Ground ❑ LOCATION ❑ NOT INSTALLED NOT REQUIRED FIELD REPRESENTA REVIEWED BY 5 -lox. DATE OF INSPECTION Foundation Wall Drain/ Void/Waterproofing Inspection t*Caarw,awv4 CLIENT: Ston@field Homes, LLC ADDRESS: /-c155 e w: l�fkf j O O Ins, ac ky ✓ ro.n LOT rj Q BLOG9_ FILING NO. JOB NO. FC_ ("j'�D3 n: r. eve Oran Foundation nPlan C� 6b Foundation Wall Layout BY /7550[ a f ! S PLAN NO. J 1I93 Foundation Type, { ❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS { ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ! IN1 FOOTING W/MINIMUM ❑ OTHER DEADLOAD CTLITHOMPSON JOB NO. FC ";L DATED Foundation Void 1 � 1 ) _ _ U © REQUIRED THICKNESS 7 INCHES i ._Y r ® MEASURED THICKNESS 7 4f U INCHES Foundation Wall Condition ❑ EXPOSED STEEL ❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION ON � " - - j SKETCH) Ll P . Recommended Drain Type ❑ EXTERIOR INTERIOR ❑ BELOW FILL ❑ BELOW SLAB FIG. rJ INSTALLED PIPE DIAMETFR N INCHES ?}: WALL HEIGHT INCHES ___r__ DEPTH -TOP OF WALL TO BOTTOM OF TRENCH 7 � INCHES ® SLAB ON GRADE ❑ STRUCTURAL FLOOR PIPE INSTALLED ! _ ❑ GRAVEL INSTALLED, NOMINAL SIZE RECOMMENDED CORRECTIVE PROCEDURE Type of Outlet GRAVITY, BELOW SEWER 9 SUMP PIT ❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) Foundation Void: jX IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ,] REJECTED _ Foundation Wall Drain: -- --- ------------------ N GENERAL CONFORMANCE WITH RECOMMENDATIONS -- - `; REJECTED ------ — ------ _ Foundation Waterproofing: _ i IN GENERAL CONFORMANCE 'WITH RECOMMENDATIONS REJECTED -_—'`�•D0 '. F� • Q % LLExterior Insulation FiFLD REPRESENTATIVE --" MANUFACTURER HEIGHT FEET DISTANCE BELOW •Q FOUNDATION WALL FEET - -- DATE OF INSPECTION �' /ONAL _ 1