500 HOME PL 2022-04-28 - Laserfiche WebLink

FOUNDATION NOTES 3 4 5 6 7 sr 1. VERIFY ALL DIMENSIONS ON SITE. 11.PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE. PILE SPACING&LOAD REQUIREMENTS TABLE ."`-, i.., 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R PROPERTY UNE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK, '/ 5� - ��: 7 OCATE PILE -1 3/8 -1 3/8 -7/8 MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips '~ _A' '- * LEVEL SURVEY. APPROXIMATED PER SNOHOMISH COUNTY GIS MAPPING TOOLS.NOT TO BE USED WITHIN 2'-0' (5)PILES @ PILE#PILE TYPE 200%MIN VERTICAL CAPACITY LOON -� FROM CORNER .-0"OC MAX WI LOCATE PILE BTWN PILES END OFFSET ALLOWABLE LOADING LOCATION P6 " 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: FOR LEGAL PURPOSES. L6x6x3i8 ANGLE MIN ULTIMATE CAPACITY :': w-4` *' WITHIN 1'-0' I I yp.j HELICAL PILES.......................................1/SD-1.1 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN 1. (2)PILES @ -3/8 FROM OPENING TYP HELICAL 6'-0" PER PLAN 11.0 VPILE 22.0 k/PILE TYP EXTERIOR 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED AUGUST 7TH,2021,FOR FOR CLARITY. -1 6w'OC MAX WI L6x6x38 ANGLE .3/4 -1 1/8 NOTES: " ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0'OR UNTIL REFUSAL, N -3/4 -1 1/8 -1 1/8 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED DECEMBER 29TH,2020.REFER TO WHICHEVER IS SHALLOWER. a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL -3/8 MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING REQUIREMENTS FOR REPAIR PLAN. HEUCAL PILE REFUSAL CRITERIA: CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. TORQUING OF THE PILE SHALL CONTINUE UNTILA HYDRAULIC PRESSURE IS EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH x 0-6'TOLERANCE TO ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A 1/4 -3/4 -1/8 -5/8 , THICKNESS PER ESR-3750. ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED w 8, b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. -1/a 0 HEU C LRCE ASSEMBLIES AS MANUFACTURED BRACKET IS LIMITED IDEAL MANUFACTURING, NIPS. c. HELICAL AS BY MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. ON LEVEL SURVEY. d. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN OF THE ASSEMBLY. I e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. 6'PAST SUPPORTING PILE EA END. I O i 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 1, 0 i.,I p 5/8'DIAM.SIMPSON 11TEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM =3"Helical Pile N Garage - - - -- - I F- g SPACING 12'OC WI MIN 4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE SITE PLAN LEGEND 1-1 Z W;4 THE CENTER LINE OF THE CHANNEL I� EXISTING RESIDENCE STRUCTURE Z 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS _ N `W I w ARE 8'THICK MINIMUM WITH 2-8'HEIGHT(MEASURED FROM BIFTG TO TICONC)MINIMUM. — I _ 2 EXISTING ADJACENT STRUCTURE Z Zt1Ii Z 21' : AREA OF PROPOSED WORK 0,01w AREA OF WORK R&R LEVEL SURVEY Ji See Structural Calculation Package for Additional Requirements * PROPERTY LINE . • }�- - - - - - - - - - - - - - - - -5 � APPROXIMATE DIMENSION .',4 OVERALL PARCEL PLAN I PROPERTY LINE 1 r._._.7ER '_I '"Efia Z I I I 1 . 'TA I RESIDENCE 1 9 500 HOME PL ^ N EVERETT,WA 98203 Project Description I I Foundation Stabilization/Jacking 500 HOME PL I EVERETT,WA 98203-2003 I o I 500 HOME PLACE Ni EVERETT Legal Description 1 I WA 98203 VIEW RIDGE ADD DIV 4 BLK 000 1 w D-00-LOT 46 I , I? S210803-3XR 0I -IQ i 4 0. NIw JT - 6'-0" v Parcel Tax I.D.No. m lb- "'o io 00606400004600 I� 1 a MRT ,r Z 30'-0" k Height Calculations m i I 08/07/2021 Survey not performed. Lot Coverage by Building I!"/ AS ij Lot Size=0.57 acres=24,830 SF 4'-0,I/ PARCEL NO. Existing House=1,980 SF* I I 00606400004600 •Bldg SF/Lot SF=8.0%* I' "4i LEGAL DESCRIPTION VIEW RIDGE ADD DIV 4 BLK 000 D-00 C''> ,y -LOT 46 N Impervious Area I �',/ OWNER NAME&ADDRESS Impervious area to remain unchanged 4'-0" �P HOUGHTON JOSHUA M&MEGAN L ! ¢ - «' 500 HOME PL I I ,./- " EVERETT,WA 98203 *approximate I I P�«,,E 0. ce, I tO ...QRop ,. y /« I. cv . 4- 21'-0" k a th NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN ~ on 1Lk