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Home My WebLink About5115 Mill Stone Way - Site Plans/Engineering - 01/04/2006Excavation/Footing Inspection CLIENT: Standard Pacific Homes 6061 S. Willow Drive, Suite 232 Greenwood Village, CO 80111 Attn: Jeff Grainda Recommended Foundation System CTLITHOMPSON JOB NO. _ F� �'.3 1' DATED _ f_ �_.2O� -(- ❑ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF . PSF. MINIMUM WIDTH,_----- FOOTINGS WITH MINIMUM DEADLOAD INCHES MAXIMUM SOIL PRESSURE OF ;_ O_ . PSF. _ _CI MINIMUM DEADLOAD PRESSURE OF - - ed D _ 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 Founda io Ian BY - _COW PLAN NO. --- Y. Tq �_."__ .S�G .- DATE - WALL FOOTING WIDTH 1,C_ (INCHES) DEPTH - �_ COLUMN PAD(' (INCHES) (INCHES) DEPTH LD_.- _.._. (INCHES) COLUMN PAD _ (INCHES) DEPTH (INCHES) REINFORCEMENT AS PER PLAN: YES ❑ NO ❑ NONE REQUIRED AT SITE ❑ INSTALLED Soil Conditions At Footing ! evel UPPER LEVEL LOW/ER LEVEL 10yn� XI F Cif Mal':s V A eow -L Ground Water Conditions NONE IN EXCAVATION 7_11JONE ENCOUNTERED IN BORING NO. k % 'a;;L-TO 15 FEET ENCOUNTERED AT FEET IN BORING NO. Remarks: CTL I THOMPSON ADDRESS: �4rv�, 7/ fork LOT BLOCK / pZ FILING NO. 5 JOB NO. 51,6 Foundation Layout 6 u'v P e wc�` INDICATES APPROXIMATE DFPTH)WIDTH MEASUREMENT LOCATION Instructions to Contractor IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE LrD�u.�•'1 u/czS r1 U'� C'CJ/1.$'I�Y`u L tEC� F t.LD RF PHE:-iENTA IVE #-------. -._ _. 4/*-� EVIEwED av-------- DATE OF INSPECTION Foundation Wall Reinforcement Inspection CLIENT: Standard Pacific Homes - 6061 S. Willow Drive, Suite 232 Greenwood Village, CO 80111 Attn: Jeff Grainda Foundation Plan BY —C42yb---�SdY�rSLKc?__ PLAN NO. no DATE _ 97-2 � Foundation Plan ❑ SPREAD FOOTINGS FOOTINGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER l f CTUTHOMPSON JOB NO. FG''SZ ��✓ DATED_�S'�'�'7 WALL ALIGNMENT OFFSET INCHES Foundation Void REQUIRED THICKNESS `I INCHES ❑ NOT REQUIRED Reinforcing Steel �( GRADE 64 BAR SIZE # -1 NO. OF BARS , TOP Z- * 1 /l.j1�`Lk-9_Gt$ BOTTOM g- # ,q 1'LYU/��It6 VERTICAL ! -Jt qI / HORIZONTAL �- J9 `i 49 Instructions to Contractor $-6N GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE eeei e - ADDRESS: p ----------------------- LOT -- ------ -- - BLOCK -- FILING NO. _------- ---- JOB NO. Foundation Wall Layout 1 1 i UFER Ground Location of UFE Ground ❑ LOCATION 5d NOT INSTALLED ❑ NOT REQUIRED FIELD REPRESENTAT REVIEWED BY ` - �-- 30- os" DATE OF INSPECTION Foundation Wall Drain/ Void/Waterp roof! n g Inspection CLIENT: Standard Pacific Homes _ 6061 S. Willow Drive, Suite_ 232 Greenwood Village, CO 80111 Attn: Jeff Grainda Foundation Plan BY PLAN NO Foundation Type ❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ® FOOTING W/MINIMUM ❑ OTHER DEADLOAD CTL/THOMPSON JOB NO. _FC-sa$3 DATED 4&6_30,_a00q Foundation Void j� REQUIRED THICKNESS INCHES ® MEASURED THICKNESS _ _ INCHES Foundation Wall Condition ❑ EXPOSED STEEL ❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION ON SKETCH) Recommended Drain Type ❑ EXTERIOR Id INTERIOR FIG. --------------- — INSTALLED PIPE DIAMETER �( — _ INCHES WALL HEIGHT QfA_ __ INCHES DEPTH -TOP OF WALL TO BOTTOM OF TRENCH 410 4 14 INCHES SLAB ON GRADE ❑ STRUCTURAL FLOOR PIPE INSTALLED H GRAVEL INSTALLED, GRAVEL SIZE Type of Outlet X GRAVITY, BELOW SEWER ❑ SUMP PIT ❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) A Foundation Void: IN GENERAL CONFORMANCE WITH RECOMMENDATIONS j ] REJECTED ;-C Foundation Wall Drain: A IN GENERAL CONFORMANCE WITH RECOMMENOATIONS U REJECTED Xi Foundation Waterproofing: IN GENERAL CONFORMANCE WITH RECOMMENDATIGNS Exterior Insulation MANUFACTURER HEIGHT FEET DISTANCE BELOW FOUNDATION WALL FEET ADDRESS: Pew _ -_-___ BLOCK FILING NO. JOB NO. Fa Foundation Wall Layout G � j 1 Rom„ 44 4 , 3 RECOMMENDED CORRECTIVE PROCEDURE ----------------- - M ; - - Ew.,tfc_t -- i :FLD PFPRESENTATiVE REVIEWED BY DATE OF INSPECTION Slab on Grade/ Framing Void Inspection CLIENT. Standard Pacific Homes -- 6064-8. Willow-Drive-Sttite—-2-32------ ------ Gfeenwood-Vticage-;-C-0-Wi-i-lf-------- -- Recommended Design Criteria CTLITHOMPSON JOB NO. Fz ` Jq *-3 - DATED_ b 30 ` 0 K MINIMUM PARTITION SLIP JOINT INCHES MINIMUM FLEXIBLE CONNECTION INCHES Architectural Design Criteria BY: -- PLAN NO. RECOMMENDED SLIP JOINT RECOMMENDED FLEXIBLE CONNECTION STRUCTURAL WOOD FLOOR YES PARTITION FRAMING FINISHED WALL FRAMING BASE OF STAIRS FURNACE DUCTS INCHES INCHES w 2 2 ZW a z 3a JW 0) Z a.? O0 a Z a2 w " �- i o OV cc z Ug w U � fLLCC�II ��II' PERIMETER ISO JOINTS IMMM PLUMBING ISO JOINTS C d BASEMENT / GARAGE MONO POSTS ISOLATED: AYES NO X'IN GENERAL CONFORMANCE WITH RECOMMENDATIONS REJECTED: Informational Measurements 3 GARAGE DOOR FRAMING CLEARANCE: INCHES BASEMENT DOOR CLEARANCE: INCHES COMMENTS / CORRECTIONS NEEDED: LN PMG,* R 1►' O R A T I ON ADDRESS: LOT _ 7 BLOCK ra ----- FILING NO. — I ------JOB NO. Basement Layout SLAB TO JOIST MEASUREMENTS IINCNFM A _3 e i, c Yi Val F G H I J K L M N O P FIELD REPRESENTATIVE REVIEWED BY Sf � e s , � DATE OF INSPECTION `-'