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HomeMy WebLinkAbout2224 Trestle Rd - Special Inspections/Engineering - 12/26/2006Reinforcement Inspection CLIENT: Sequel Homes Attn: F, ggy'Kelley Foundation Plan BY PLAN NO. DATE Foundation Plan ❑ SPREAD FOOTINGS „FOOTINGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER rr // CTLrrHOMPSON JOB NO.�Gh3 / �b -1Z0 DATEDZ' WALL ALIGNMENT OFFSET L/ INCHES Foundation Void rt REQUIRED THICKNESS Gt INCHES ❑ NOT REQUIRED Reinforcing St el GRADE C BAR SIZE NO. OF BARS TOP Z.--.- �/ BOTTOM VERTICAL '® HORIZONTAL Instructions to Contractor .?jZN-GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE �060 S� l3 ADDRESS: Z 1-7-11 q 2 LOT Z 1 / BLOCK z '7 FILING NO. Z JOB NO. t^c,06I Foundation Wall Layout UFER Ground+Location of UFER Ground ❑ LOCATION ❑ NOT INSTALLED _WNOT REQUIRED COMMENT: / FIELD- \,/ R VIEWED BY —F-0'b , DATE OF INSPECTION Foundation 11'all Drain/ • MAN N C D B P 0Otw*A ,.WET41k9q, 10) CLIENT: Sequel Homes 2919 valmont Koad, ui e Boulder, CO 80301 Attn: Peggy a ey Foundation Plan BY 1 PLAN NO.r••a"� Foundation Type ❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ,FOOTING W/MINIMUM ❑ OTHER DEADLOAD CTLITHOMPSON JOB NO.FL%DATED b-6-05 Foundation Void ❑ REQUIRED THICKNESS_ MEASURED THICKNESS Foundation Wall Condition ❑ EXPOSED STEEL ❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION ON SKETCH) INCHES INCHES Recommended Drain Type ❑ EXTERIOR ❑ INTERIOR ❑ BELOW FILL ❑ BELOW SLAB FIG. INSTALLED PIPE DIAMETER WALL HEIGHT DEPTH -TOP OF WALL TO BOTTOM OF TRENCH ❑ SLAB ON GRADE ❑ STRUCTURALFLOOR ❑ PIPE INSTALLED ❑ GRAVEL INSTALLED, NOMINAL SIZE Type of Outlet ❑ GRAVITY, BELOW SEWER ❑ SUMP PIT ❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) ❑' Foundation Void: ❑.IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED ❑ Foundation Wall Drain: ❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED gFoundation Waterproofing: �gjN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED ❑ Exterior Insulation MANUFACTURER HEIGHT DISTANCE BELOW FOUNDATION WALL FEET FEET INCHES INCHES INCHES ADDRESS: 5- ' Z Z7,% LOT BLOCK LTJ FILING NO. •2. JOB NO.4 Foundation Wall Layout RECOMMENDED CORRECTIVE PROCEDURE FIELD R RESENTATIVE <. U' 9 i REVIEWED BY DATE OF INSPECTION -use /C3P+9 i_S':-e `0 Excavation/Footing Inspection CLIENT: Sequel Homes Road,2919 Valmont Boulder, CO 80301 Recommended Foundation System CTL/THOMPSON JOB NO. l"" C�3!fWZ - /9;b DATED &'(9-05-- ❑ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF PSF. MINIMUM WIDTH INCHES FOOTINGS WITH MINIMUM DEADLOAD �� MAXIMUM SOIL PRESSURE OF 2�lJ/ g.��,.� - PSF. MINIMUM DEADLOA�DfPRESSURE OF �(/ PSF. PROVIDE A 6 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 WIDTH INCHES Foundation Plan BY PLAN NO. DATE DATE WALL FOOTING WIDTH (INCHES) DEPTH (INCHES) COLUMN PAD (INCHES) DEPTH (INCHES) COLUMN PAD (INCHES) DEPTH (INCHES) REINFORCEMENT AS PER PLAN: ® YES ❑ NO ❑ NONE REQUIRED ® AT SITE ❑ INSTALLED ADDRES%,,,,,,,,,4_ caw 3 LOT � � BLOCK FILING NO. 0� JOB NO. 6l? Q a 111 Foundation Layout ® INDICATES APPROXIMATE DEPTHIWIDTH MEASUREMENT LOCATION Soil Conditions At Footing Level Instructions to Contractor U[P/R�ER LEVEL —�1 5A&.tw I SIAVf �Ok)AJ I -"4-f" It IN GENERAL CONFORMANCE WITH PLAN L(j-�ll'{P%N ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE LOWER LEVEL��� SLY''(__rQplSii`'a Ground Water Conditions NONE IN EXCAVATION ❑ NONE ENCOUNTERED IN BORING NO. TO FEET ❑ ENCOUNTERED AT FEET IN BORING NO. Remarks: Tu6RC-W AS IV 6 Q R nt 4Tv9 IQ 64R AA'.6AC