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HomeMy WebLinkAbout334 Toronto St - Special Inspections/Engineering - 10/11/2011Foundation Wall i ?"r i � i t�I ' t I ili CLIENT Encore Homes, LLC. _... 1218 Vltesti AsF , Suif® A - . - mdsor�IT80550. -ftn:lUFs_:"Lfebra Rogers Foundation Plan �t BY PLAN NO. DATE Foundation Plan E] SPREAD FOOTINGS R'FOOl"INGS WITH MINIMUM DEADLOAD /1-00/S-00 �..J GRADE BEAMS AND PADS DRILLED FRIGT ION r'IEHS (J DRILLED PIERS INTO BEDROt;'K [-]OTHER ... CTLJTHOMPSON 3 Z6, 0 16 PROJECT NO._I_�_..... ..... ..__..... ..... ...___....... ...... ...__ .. DATED ._O_ ...._..._...._____. WALL ALIGNMENT OFFSET '..,___..._.._._'__1.... _... .... _........ ... . INCHES Foundation Void O REOUIRED THICKNESS INCHES RIOT REQUIRED Reinforcing Steel GRADE ..._.._i_(� BAR SIZE ' NO. OF BARS TOP BOTTOM VERTICAL.. /____ HORIZONTAL .l.... _..._._, ... ....__._._...._... ,.. _ _ _ COUNTERFORT AIA Instructions to Contractor [D,trGENERAL CONFORMANCE WITH PLAN [I REJECTED RECOMMENDED CORRECTIVE PROCEDURE CTLITHOMPSON ADDRESS: Day �r26�'Ile, ...... _._ LOT ._..... _._...._, ..7 BLOCK FILING NO.___„_.___, PROJECT NO. Foundation Wall Layout I � i 4 5 t ?ono�vTO ST U�-yFER Ground - Location of UFER Ground LVI LOCATION,_- ' E _C � l� NOT INSTALLED &AR-Fi GE COMMENT: Excavation CTLITHOMPSON Observation a I CLIENT: ADDRESS: Encore Homes, ILLC. 1-218 We st As_h_,...­S­. . .. . uit_e__ A ..... .. ...... ...... . . ............. ....... . Windsor, CO 80550 LOT__ -- ---- SLOCK .................. . .. .... . .................. ..... . . ............ .... ... .... ... FILING NO. . . ... ...... ........... __-PROJECT NC). Attn: Ms. Debra Rogers ....... Soils Exposed in Excavation Excavation Layout . . . .... . . ............... ... ...... ... . ......... . .. .. ... ..... . .......... . . ..... . .......... . .......... . . ...... . ..... . ... . .......... ...... . . ....... ...... . .... ...... .. . .. . . ......................... . . . ... . . .......... ........... .... . ...... . . ....... ........ . . ............... ............ .. . ......... ... . . ...... ... Ground Water Conditions EkKONE IN EXCAVATION NONE ENCOUNTERED IN BORING ... . . ...... . ...... FEET ENCOUNTERED AT FEET IN BORING NOT/ /-S/ DRILLED DURING CTLITHOMPSON PROJECT NO. r DATED REMARKS: .. ... . .......... 521- -IT..-_! . ... . .. .. .. ... ..... . ....... .... ... ...... ....... . ............. . . . .. .... . .... ............ ....... . . ... . ..... .. . . ........ .. . - Soils at Foundation Level UPPER LEVEL 7' - — - --------- - ... ... ..... .... ... ... .... ... ...... .... Instructions to Contractor LOWER LEVEL... ........ ......... ..... .. CONDITIONS AS ANT 10PATED....... . ... ... 1 1-1-1---, ­....' -.1--_ F.) CON FACT GEOTE-.CHNICAL ENGINEER Re-ommended Foundation System iPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF . .... ... .. PSF IVFFOOTINGS WITH MINIMUMDEAD LOAD MAXIMUM SOIL PRESSURE OF .... . ...... ... MINIMUM DEAD PRESSURE 3 -LOAD OF . ......................... El GRADE BEAMS AND PADS DESIGNED FOR: MAXIMUIV] SOIL PRESSURE OF . ... ... ... .. .... ... .... ... .. . . . PSF. MINIMUM DEAD -LOAD PRESSURE OF IYSF RE6 PROVIDEA .. ... .. .. . _ .. .. .. .. .. .. . .... ,...INCH VOID BENEATH GRADE BEAMS !D DULL FRICTION PIERS AA MAXIMUN1 END PRESSURE OF L PSF. 4.........C SKIN FRICTION OF MINIMUM DEAD -LOAD PRESSURE OF ...... . . PSF. FIELD PLPRE,�'EN . ...... .. ... ... .. ... PROVIDE A . ..................................................... INCH VOID BENEATH GRADE BEAMS ,D DRILLED PIERS INTO BEDROCK MAXIMUM END PRESSURE OF SKIN FRICTION OF: ....... MININION1 DEAD LOAD PRESSURE OF PSF. .. . ........ . ... .. ............... .. . .. ........ . . PROVIDE A r - =J' -- ---- I -INCH VOID BENEATH GRADE BEAMS Observation CLIENT: Encore Homes, LLC. 2 8 est s , uiie A... ..--.._-------... . .. Windsor, CO 80556 - ADDRESS: ............... �i LOT_—.., ....... BLOCK __.__._. ............ ....-.... ........ .....-_._.__.......__._.....- �.. .. FILING NO._..___...._.............._PROJECT NO.._.._..._.._,_.?,................-...__.._.___..._. Attn: Ms. Debra Rogers -- -- Recommended Foundation System rr CTLITHOMPSON PROJECT NO. ..........r, 3 �ZC"C., b Ztl ... ............ DATED ...t... ... ti u.,j_%------- 131-2.P.1 ).......... .. _...--- -.. SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF ....................... .... .................._.._..___._...........- PSF: MINIMUM WIDTH .._...... ............... .........._. ....,.,...._ ._......INCHES Fj<OOTINGS WITH MINIMUM DEADLOAD MAXIMUM SOIL PRESSURE OF J C30 MINIMUM DEADLOAD PRESSURE OF„ .... .... ,t-Ol�_.-.,.._ PSF. PROVIDE A L........ .... .._.._ INCH VOID BENEATH G ADE BEAMS MINIMUM WIDTH �( n.6-{,�-L___ INCHES E ] GRADE BEAMS AND PADS r, MAXIMUM SOIL PRESSURE OF MINIMUM DEADLOAD PRESSURE OF ..,,._.._ PSF, PROVIDE A ........... INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH __. INCHES Foundation Plan BY 1 7LiUwl,'1�GG1_t�Yli�i PLAN NO. Ef_O ') -3Z-V. G 2 DATE V�^ 2/ 207�_ WALL FOOTING WIDTH J 6 (INCHES) DEPTH p_(j __.-(INCHES) COLUMN PAD11: 2'+ (INCHES) DEPTH —O (INCHES) COLUMN PAOCV.3a_..._..,_....... __. (INCHES) DEPTH (INCHES) REINFORCEMENT AS PER PLAN: n( YES ❑ NO ❑ NONE REQUIRED [�AT SITE ❑ INSTALLED Soil Conditions At Footing Level UPPER EVEL _..... _ rr;&.q_r�_L�!2�.y ..... ...... _ LOWER LEVEL ... iV,��/. ._....... ......._... .___.... ..._....... Ground Water Conditions NONE IN EXCAVATION U NONE ENCOUNTERED IN RARING NO. TO �_^___ FEET _ �NCOUNTERF_D AT _(9 / � FEET IN BORING NO / H is J_ f _'q;'.} Remarks: To v o '}o S�� e� f✓ A INDICATES APPROXIMATE DEPTHNWIDTH MEASUREMENT LOCATION infitructions to Contractor oOTING IN GENERAL CONFORMANCE WITH PLAN ❑p 'FOOTING REJECTED UkONDIT10NS IN EXCAVATION AS ANTICIPATED ❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT GEOTECHNICAL ENGINEER RECOMMENDED CORRECTIVE PROCEDURE FIELD REPRESEP' _ L) ' � 'i I ....... DATE OF OBSERVATION } d' '(1115 i 3i1 . i __ • Mw �' 11. ,�. 1 1 ' a t1 1 '9 11,. .. _ '..�' '. CLIENTADDRESS ��; Encore Homes, ILL _, _ .... 121$ West Ash, Sutte A Wi .._ ..... _ ... _ ...._ . .... ....._._ �.... ndsor, CO 80550 ^7 .... .. .. LOT _.( _ ........ _.... BLOC-K+. ...�_ _._._._.... -- ..... .._ .. -. __._.. .. ._____ __ .__. FILING NO ,PROJECT NO. IJ �2-V _..,_....... .. ............. ......... �__..... _.. Attn. Ms. Debra Rogers Foundation Plan BY _......... ...... ___.._....._ _ PLAN NO Foundation Type El SPREAD FOOTINGS GRADE BEAMS AND PADS DRILLED FRICTION PIERS n DRILLED PIERS INTO BEDROCK FOOTING WWINIMUM (' [ OTHER,.G. .. DEADLOAD CTLLITHOM SON PROJECT NJ. �'S.3 �'O_ Gt GDATED92-/if ! 0 I•._.I Foundation Void i j REQUIRED THICKNESS ......................._............_._.._. _. INCHES 1-1 hiEASUREDTHiCKNESS... ...... ...... ... ._......._._..._........._......_........ _..... ,_._...._....___.........INCHES Foundation Wail Condition ..._..1 EXPOSED STEEL SURFACE PROBLEMS (HONEYCOMBING, L-TC I TIP CHEC:KED, SHOW LOCATION ON SKETCH! Recommended Drain Type EXTERIOR v� INTERIOR FIG. INSTALLED PIPE DiAMETER{r' �{_ INCHES - _ _ WALL HEIGHT .............._ ......_........ .... ......._, ........... INC:HEa DEPTH -TOP OF WALLTO BOTTOM OF TRENCH-., _____ _ .. .,, INCHES Lj SLAB ON GRADE ® STRUCTURAL FLOOR PIPE INSTALLED GRAVEL INSTALLED. GRAVEL SIZE ......_...._._ .............................. Type of Outlet [-] GRAVITY, BELOW SEWER SUMP PIT U UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB] ❑ Foundation Void: N! GENERAL CONFORMANCE WITH RECOMMENDATIONS REJECTED Foundation Wall Drain: j'1N GENERAL CONFORMANCE WITH RECOMMENDATIONS n REJECTED Waterproofing: Ip3 N GENERAL CONFOHMANCE WITH RECOMMENDATIONS ON 7j_- 1 REJECTED ❑ Exterior insulation MANUFACTURER HEIGHT._ ._ _ .._ FEET DISTANCE BELOW FOUNDATION WALL - _ FEET Foundation Wall Layout