2118 JEFFERSON PL 2024-10-25 - Laserfiche WebLink

• PILE SPACING&LOAD REQUIREMENTS TABLE JEFFERSON PL MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips • PILE If PILETYPE 200%MIN VERTICAL CAPACITY LOCATION ,'•••".'•r '�" PROPERTY LINE BTWN PILES END OFFSET ALLOWABLE LOADING •(MIN ULTIMATE CAPACITY) i.' i — •�•�.�.� 1-2,5 8'-0" 5.0k/PILE 10.0 PORE GARAGE :� ..-,'S _4 8'-0" 7.0k/PILE 14.0k/PILE GARAGE I I 8-7 HELICALT,-0„ PE0.PLAN 11.0 k/PILE 22.0 k/PILE EXTERIOR I I 8-0 8'-0` 10.0 k/PILE 20.0 k/PILE GARAGE I I Nores: I '4I MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING I b I CAPACITY LOADEIG.INCLUDING A SAFETY FACTOR NO LESS THAN 2,THE MAXMUM INSTALLATION TORQUE SHALL NOT N EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM S I INSTALLATION TORQUE RATING OF 8,300FT'LBS FORA 2-1/0 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL TTHICKNESS PER EGR-3150. I A.FOR HELICAL PILES,PER IDEAL GROUP DWG NO..218TFG.THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 T/B' Pa TO 30 I 6'-O'�Y I C.HELICAL ASSENT IA MMANUFACTUREDB DEP MANUFACTURING.INC..N ACCORDANCE WITH ESR-3T50, • j I 0.PRE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART W —-- — 28 U.. ., I I OF THE ASBEMBLV. t+ — —--- J ;-� e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PUN F x I FOUNDATION NOTES I-Z' 62 I 4,AIN 1.YTRFYALLDMFNSSOIS SITE. ,n 'IN o`a lJ F I I 1.RIFCTT ON0 NSOSNS NE TO MONDE FACE OF CONCRETE STEM WN1 PER MR LEVEL SURVEY. W 14 ONE--4' I I REFER TO THE FOLOWNG OVALS FOR ADDITION.NEoRMATON Z Li (E)CHIMNEY L._� HELICAL PRE_.._.....................1rsDa.1 O O RESIDENCE ! 4.REFER TO 51R000AL/L CALCULATIONS PACKAGE DATED AUGUSTNTH,NOFOR ADOPT.,INFORMATION.SPECIFMATIONS,AND REQUIREMENTS. .J 501.1I 5.LEVEL SURVEY PER MR REPAIR PLAN DATED AUGUST 25m,2023.REFER TO SIM/CENRAL CALCMUTAJNS PACKAGE FOR M001FICATIONSAND I A Sr20 I ADDITIONAL REQUOM ENIS FOR REPAIRPVN. I.MNNUMPLEDNMETER SHALL BE Kt.. 9 j 1.RBACCEPTABLE ICI NSTNLPLES AT MESPACWGSHOWH MMx P4'TREPM'CE TO ALLOW FOR UNFIIPECiEOOBSikIKIX)NS ENCWHIERED O'/`� I I I NANG PILE NST.LLLATION PROPOSED THAT NO MOMYCE DSPANS EXCEED THE SPACING LMITATON M NOFATED ON LEVEL SURVEY •r_ j (E)GARAGE I A.FREWFEO.HI SUPPLEAENTAL CHANNELS TO SPAN FROM ME TO FILE ANDEATEXD MINN PAST$UPPCRTNG PIEUEND. `. 8 9 IF REQUIRED,ALL SUPPLEMENTAL CWWNELSTDBEANCxOREp TO THE FOINWTOSN WITH SB'DINA.SMPSONTREH HD SCREW ANCHORS TOR I N mom :'.�� I APPROVED EQUIVALENT)AT A...UM SPACING TIOC TWAIN A.EMBED VICTORS TO BE CENTERED ON CR INSTALLED ABOVE THE CENTER LNE OF j 44'0" ' I.11 I MEC NNE j10,FELDVERFY ALL EXBTND STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOGIKNS ARE F THIO(MINMUM WITH TA'HEIGHT MEASURED 11111111 _ FROM L0I VI0E OTCO IMWM M. I _— 11,PARCEL DEENSITNS PROD DY CITY OF BEATTLE.NOT TO SCALE PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK') • S'-O"L APPROXIMATED PERROSCR BH COUNTY MAP AND SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS GIS MAPPING TOOLS.NOT TORE USED FMILEGAL WRPOSES 12.51E FEATUESANOEXBTNG STRUCTURES ON ADAACENTPMCELS NOT MOWN FOR CLARDY. - I 13.PLES SHALL BE FISTALLED IC A MINIMUM EMBEDMENT OFS-0'(UNO PER GEOIECHNEAL REPORT). mljl .IS HELICALPLEREEUSV.CRITERIA I'• 41Ir TOROJNG OF THE PLE BHALL CONTINUE UNIT ANYMRNAE PRESSURE LSACHEVEO TO PROPOSE TIE SPECFEDMNMUM VERTICAL WAVY,'WM IO A SAFETY FACTCRO AP LESS THAN IWO.ADVANCEMEN SHALL BE H TED IMMEOLATELY F DIE O RuCTLIREBEWHS TO EXPERIENCE UP FTfLEXURE j jai. I i 2118 JEFFERSON PL EVERETT WA 98203 I (E)RETAINING WALL I I I j I S S230503-2XR j j $ j I LOCATE PILE 186 e0C MAX WW- LOCATE PILE 8 JT WITHIN 3'0" WITHIN J,Q I FROM CORNER FROM CORNER MRT 24 I el. I SITE PLAN LEGEND 08/29/2023 MAX W, CBs8.02 CWANNE N ->— I 0 EXISTING RESIDENCE STRUCTURE EXISTING ADJACENT STRUCTURE L3)PR EN O R D-� MAX ,. "T � I - W,C8012CH EL �.�„ IIII(Illlr, j j -1 AREA OF PROPOSED WORK - ,, i. j PARCEL NO. , .5123..0102 PROPERTY LINE - • GALDESCBIPTKKI I ---- APPROXIMATE DIMENSION N IVARDS PLAT BLK OW 0.02 I ' 30FT LOT 28E SOFT LOT OWNER NAMES ADDRESS I 4 HELICAL PILE • ` —,—...4 • I REITZSUSAN 8 DENNIS I 2118 JEFFERSON PL j C6x8.2 CHANNEL �•T""�� • I E'VERETT.WA 96203 I I —'—'—' I R&R LEVEL SURVEY See Structural Calculation Package for Additional Requirements z 4 NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. w N SITE PLAN II fV O