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HomeMy WebLinkAbout6215 CARMICHAEL ST - SPECIAL INSPECTIONS - 8/11/200511 Foundation Wall Reinforcement Inspection Ryland Homes 11 Maplewood _ 11 Grepnwoo• • : 1 Foundation Plan BY ITV C PLAN NO. 3Gd A" 032040 DATE JWK 111 4w6' Foundation Plan ❑ SPREAD FOOTINGS FOOTINGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER CTLITHOMPSON JOB NO. FC - g A!q — DATED 1I 'a I 'a0o t WALL ALIGNMENT OFFSET C INCHES Foundation Void REQUIRED THICKNESS 14 INCHES NOT REQUIRED I N C O■! 6! A T 1 C ADDRESS: LOT BLOCK I FILING NO. JOB NO. Fe �O€t�SI Foundation Wall Layout Reinforcing Steel #f 4 GRADE �� BAR SIZE NO. OF BARS TOP OInn4#1I can 4 , BOTTOM C i VERTICAL 4 how Is a I, cr HORIZONTAL Ei ' =I-�orn--[fAd b04" C'a • — y C►� [ (1' : G�1c.�E.' CONTERFONTS Mt� _414ia� S n+ � � f UFER Ground +- Location of UFER Ground tIInstructions to Contractor ❑ LOCATION LAIN GENERAL CONFORMANCE WITH PLAN ❑ NOT INSTALLED ❑ REJECTED X NOT REQUIRED RECOMMENDED CORRECTIVE PROCEDURE • 14.11Y1da-- -----aLC°�^cr O RE FIELD REPRESENTATIV .•• •.� o •• o. o o• F� REVIEWED BY . 81 • 4• DATE OF INSPECTION Excavation/Footiny Inspection CLIENT: Ryland Homes 100 ElOfaplewoodAve. S{e.-_J-p0__ _ ---- - rell Ji I- . ADDRESS: LOT BLOCK4 _ -- - - - --- FILING NO. - - - -- -- JOB NO. �0 --- - - p►ttn: IUIr. �06 � Barer ---------- --- ---------- Recommended Foundation /System Foundation Layout CTLITHOMPSON JOB NO. DATED (SPREAD FOOTINGS -- - MAXIMUM SOIL PRESSURE OF bD PSF ---- :._ MINIMUM WIDTH,______ INCHES ❑ FOOTINGS WITH MINIMUM DEADLOAD - MAXIMUM SOIL PRESSURE OF -_- --- ---- PSF• MINIMUM DEADLOAD PRESSURE OF _ _ pSF, + r 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 AINCH VOID BENEATH GRADE BEAMS. t MINIMUM FOOTING WIDTH INCHES Foundation PI n I r BY --ems PLAN NO. _- DATE WALL FOOTING WIDTH l�L? -YACHES) DEPTH - # -(INCHES) COLUMN PAD _SYK-ST_5*S;INCHES) DEPTH(INCHES) -- ( ) COLUMN PAD ;tI2i�f_ 3_"y(INCHES) DEPTH 2-� �_ . _ (INCHES) REINFORCEMENTAS PER PLAN: 1�S ❑ NO ❑ NONE REQUIRED ❑ AT SITE 4KLINSTALLED - - --- - ♦ INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION Soil Conditions t Footing Level In tractions to Contractor UPPER LEVEL - rr t .� , p VN GENERAL CONFORMANCE WITH PLAN Lo- - ❑REJECTED - --- - --- RECOMMENDED CORRECTIVE PROCEDURE LOWER LEVEL Ground Water Conditions -NONE IN EXCAVATION ❑ NONE ENCOUNTERED IN BORING NO. TO FEET - ENCOUNTERED AT r FEET IN BORING NO. 3 l Remarks: P S FIELD REPRESENTATIVE (] iEp REVIEWED BY 98101 • 27� ) q hr c� DATE OF INSPECTION O� �ss�n N A L ENS Foundation Wall Crain/ 96MMaterproofing Inspection CLIENT: Ryland Homes 8100E Maplewood Ave.,Ste, 100 Greenwood Village, CO 80111 Foundation Plan BY .m k a "I'/( r- 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. �OV DATED ❑ REQUIRED THICKNESS_ ❑ MEASURED THICKNESS Foundation Wall Condition ❑ EXPOSED STEEL ❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION ON SKETCH) Recommended Drain Type ❑ EXTERIOR rr INTERIOR FIG. -1 INCHES INCHES INSTALLED PIPE DIAMETER �, � INCHES WALL HEIGHT go, INCHES DEPTH -TOP OF WALL TO BOTTOM OF TRENCH r�- 6 INCHES SLAB ON GRADE ❑ STRUCTURAL FLOOR PIPE INSTALLED GRAVEL INSTALLED, GRAVEL SIZE Type of Outlet ,GRAVITY, BELOW SEWER ;K SUMP PIT ❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED :9 Foundation Wall Drain: �(] IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED Foundation Waterproofing: IN GENERAL CONFORMANCE WITH RECOMMENDATIONS (J REJECTED ❑ n MANUFACTURER HEIGHT _ FEET DISTANCE BELOW FOUNDATION WALL _ FEET "TLITHOMPSON ADDRESS: G I LOT �� BLOCK I FILING NO. " JOB NO. Foundation Wall Layout RECOMMENDED CORRECTIVE PROCEDURE O RE0�,�••G FIELD REPRESENTATIV • 9' REVIEWED BY • DATE OF INSPECTION _ •....