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Home My WebLink About6227 CARMICHAEL ST - SPECIAL INSPECTIONS - 7/25/2005Foundation Wall iLoeainl CTLITHOMPSON CLIENT: Ryland Homes 8100 E. Maplewood Ave., Ste.100 ADDRESS: Greenwoodi age, 8 wEs-/ci-jgrE Z'7 C,� R.y�cyfA E� ST Attn: r. o earer LOT— ` BLOCK t FILING NO. JOB NO. f-%�:- aL2.$1_ Foundation Plan l�i`i% Foundation Wall Layout 3 Z / BY- A✓�}a PLAN NO. � - t r Foundation Type CeSPREAD FOOTINGS j 4 k 1 GRADE BEAMS AND PADS DRILLED FRICTION PIERS DRILLED PIERS INTO BEDROCK zi ❑ EDADLOAD /MINIMUM OTHER TING "' CTUTHOMIPSON JOB NO. L QZ013DATED Foundation Void No ( [� REQUIRED THICKNESS 11 INCHES ❑ MEASURED THICKNESS INCHES _ y r Foundation Wall Condition - 1 EXPOSED STEEL SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION ON SKETCH) Recommended Drain Type EXTERIOR /INTERIOR FIG. _ _ INSTALLED PIPE DIAMETER y - --- ___ INCHES WALL HEIGHT _—_�%/ INCHES DEPTH -TOP OF WALL TO BOTTOM OF TRENCH /ZJ-4) j_1 INCHES SLAB ON GRADE 0 STRUCTURAL FLOOR PIPE INSTALLED /r [GRAVEL INSTALLED, GRAVEL SIZE ' Z Type of Outlet GRAVITY, BELOW SEWER �UMP PIT fG UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) !N OENFRAL CnNFORMANCE WITH NECO"Ah1EiNiDATICNS HF,IFCTFD Foundation 'Nall Drain: \,/ 1. , HEJECTFD .,� a ,on r: MANUFACTURER HEIGHT FEET DISTANCE BELOW FOUNDATION WALL FEET 1, V, j P{ t C 4 RECOMMENDED CORRECTIVE PROCEDU __�r/nrni� GTiUrnl TD ✓-JV F 4e,,,, / N u 7 --- VeT CU^t/�LJ'c7C0 po. REC�s p ' O• • • O REVIEWED BY _ DATE OF INSPEECTION - Excavation/Footin Inspection CLIENT: ADDRESS: Ryland Homes - 81WE. a1Vl—pYewood�-Sfe� 100---- ---- -__ - - - --- - ----C7reenwoo7 Vit�age, LOT ------- BLOCK-- �- FILING NO. __. JOB NO. �fn: NG-�o�SFiearer-- Recommended Foundation System CTLITHOMPSON JOB No. reINL713 DATED I!-'2/-01 SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF PSF. MINIMUM WIDTH 16--_ _ INCHES ❑ FOOTINGS WITH MINIMUM DEADLOAD MAXIMUM SOIL PRESSURE OF - PSF. MINIMUM DEADLOAD PRESSURE OF - PSF. PROVIDE A INCH VOID BENEATH GRADE BEAMS. MINIMUM WIDTH-----------___________ _______INCHES ❑ GRADE BEAMS AND PADS MAXIMUM SOIL PRESSURE OF PSF. MINIMUM DEADLOAD PRESSURE OF PROVIDE A _ INCH VOID BENEATH GRADE BEAMS. MINIMUM FOOTING WIDTH _ _ INCHES Foundation Plan BY _J J Al _ ` OW ,, a /10, - PLAN NO. 36(y OhQ1Q__ DATE _kAl�-Or WALL FOOTING WIDTH ' ~ (INCHES) DEPTH $.___ (INCHES) COLUMN PADR S-k- _ (INCHES) DEPTH ! _ -(INCHES) COLUMN PAD (INCHES) DEPTH 1 - -- (INCHES) REINFORCEMENT AS PER PLAN: //tee S7x'� EYES ❑ NO ❑ NONE REOIJIRED ❑ AT SITE ® INSTALLED Soil Conditions At Footing Level J UPPER LEVEL LOWER LEVEL C�Q_ ,�`l �- �J�tr fJA Ground Water Conditions NONE IN EXCAVATION ❑ NONE ENCOUNTERED INBORINGNO. _ _ TO FEET ENCOUNTERED AT _ !. -__ _ FEET IN BORING NO. Remarks: was INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION Instructions to Contractor if IN GENERAL CONFORMANCE WITH PLAN []REJECTED RECOMMENDED CORRECTIVE PROCEDURE FIELD REPRESENTATIVE;.' 4*.--d REVIEWED BY , %- f t -fwf- DATE OF INSPECTION Foundation Wall Reinforcement Inspection 1 N C O R P Q It CLIENT: ADDRESS: Ryland Homes /C h4s e 8100 E. Maplewood Ave., Ste 100 Greenwood Village, CO 80111 LOT I BLOCK / FILING NO. JOB NO. Aft -r_ Beh 1hparar Foundation Plan /[ BY _l-5` Cc "-.Cc/ PLAN NO. 3�^5C .?�,lQ_��r/q DATE t7 (� Foundation Plan n SPREAD FOOTINGS ❑ FOOTINGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER CTLITHOMPSON JOB NO. �(- ` 7 3 DATED l/ 1- 21-Cl WALL ALIGNMENT OFFSET INCHES Foundation Void ❑ REQUIRED THICKNESS INCHES if NOT REQUIRED Reinforcing Steel GRADE Oro BAR SIZE'! NO. OF BARS TOP BOTTOM VERTICAL # l(�y� L e HORIZONTAL CONTERFONTS.�91�'i %O 9#i% M,11 rL .�✓Q./I Instructions to Contractor At IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE jlflfkr _L k.Lfs."^tl/.�r <. yj Cf I I - (af/.' PI L,C hae ( 5 / UFER Ground +- Location of UFER Ground ❑ LOCATION ❑ NOT INSTALLED ❑ NOT REQUIRED REGlS FIELD REPRAENTATIVE REVIEWED BY • � I • i DATE OF INSPEC ION ••••• IN Foundation / waterproofing Inspection CTLITHOMPSON CLIENT: Ryland Homes ADDRESS: 8100 E. Maplewood Ave., Ste.100 WC34 Greenwood Village, CO 80111 &AU7 C,a,ev rcIft", LOT I BLOCK Attn: Mr. Bob Shearer FILING NO. JOB NO. Foundation Plan BY )y�1.0 PLAN NO, Foundation Type ❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ,FOOTING W/MINIMUM ❑ OTHER DEADLOAD CTL/fHOMPSON JOB NO. •j20q 3 DATED li-a►• 1200 ❑ REQUIRED THICKNESS INCHES ❑ MEASURED THICKNESS INCHES Foundation Wall Condition ❑ EXPOSED STEEL ❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION ON SKETCH) ❑ EXTERIOR ❑ INTERIOR FIG. INSTALLED PIPE DIAMETER INCHES WALL HEIGHT INCHES DEPTH -TOP OF WALL TO BOTTOM OF TRENCH —__—INCHES ❑ SLAB ON GRADE ❑ STRUCTURAL FLOOR ❑ PIPE INSTALLED ❑ GRAVEL INSTALLED, GRAVEL SIZE ❑ GRAVITY, BELOW SEWER ❑ SUMP PIT ❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) ❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS REJECTED IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED $� Foundation Waterproofing: N :1ENFRAL CONFORMANCE''WITH RECOMMENDATIONS J REJECTED MANUFACTURER HEIGHT ._ FEET DISTANCE BELOW FOUNDATION WALL _ _ FEET Foundation Wall Layout s Q �..All RECOMMENDED CORRECTIVE PROCEDURE 'Do RE FIELD REPRESENTATIVE REVIEWED BY DATE OF INSPECTION „_ ••••