4230 GRAND AVE 2022 Plans 2025-07-01

o1G L. FOUNDATION NOTES PARCEL,NO. 1. VERIFY ALL DIMENSIONS ON SITE. - •. 00422000000600 - 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL :Qs'Sa','L'K.✓•• LOT SIZE PER R&R LEVEL SURVEY. :<' f : LEGAL DESCRIPTION 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: j GEMMILL MANOR BLK 0.16(6,969.SQFT) fry r HELICAL PILES 11SD-1.1 000-D00-LOT 6 •... • BUILDING LOT HELICAL wISTEEL CHANNEL PILES 2ISD-1.1 ...• 00010 COVERAGE STEEL CHANNEL INSTALLATION 3/SD-1.1 15%(2,920 SOFT) 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED SEPTEMBER 13, OWNER NAME& 2022,FOR ADDITIONAL INFORMATION,SPECIFICATIONS.AND REQUIREMENTS. ADDRESS V, 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED JULY 22,2022 REFER TO JEFFREY ERIC SUMMEFy N zip, 2 STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL 4230 Grand Ave,Everett, •-s'�` REQUIREMENTS FOR REPAIR PLAN. / WA 98203 a2'o"' / PARCEL NO. 9Ltn 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8".HELIX CONFIGURATIONS PER R&R TO IXM220000006°° MEET LISTED DESIGN STRENGTH WITH APPLICABLE FACTORS OF SAFETY. ♦` 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±0'-6" SLAB WALKWAY O(♦ \ TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED la \ \ DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION OF 8'-0"O.C.MAXIMUM. Q } 's - .___..._...�._.._,..._ ., -..r. .....___.__......-_,._r...T__ _._.,�.- __.._._,.- „_,.�._.,,.,�„ \ \ 8. ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6 ---, ` ,ije_ - 6"PAST SUPPORTING PILE EA END. D ~ w SITE - -' 9. ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH I— LLI PLAN 5/8"DIAM.x 4"SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT) R Z N AT A MAXIMUM SPACING 18"0C.ANCHORS TO BE CENTERED ON OR INSTALLED L/ r E AREA OF ED ABOVE THE CENTER LINE OF THE CHANNEL. (E)RESIDENCE WORK OVERALL PARCEL PLAN 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT O O y 4230 Grand Ave,Everett, N.T.S. LOCATIONS ARE 8"THICK MINIMUM WITH 2'-8"HEIGHT(MEASURED FROM BIFTG TO 1 WA 98203 T/CONC)MINIMUM.FIELD VERIFY EXISTING CONCRETE SLAB-ON-GRADE AT PILE _ • ATTACHMENT IS 4"THICK MINIMUM. HEAT SITE PLAN LEGEND t1.PARCEL DIMENSIONS PROVIDED BY CITY OF SEATTLE.NOT TO SCALE. PUMP PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,') 1 APPROXIMATED PER SNOHOMISH COUNTY MAP AND SEATTLE DEPARTMENT OF 4 o ATA11 ��A10 ATA9 ATA8 ��7 c EXISTING RESIDENCE STRUCTURE CONSTRUCTION AND INSPECTIONS GIS MAPPING TOOLS.NOT TO BE USED FOR RI TAT VAT TAT TAT AT N • LEGAL PURPOSES. '� ' r x (2)PILES @S'-0"O.C.MAX • EXISTING ADJACENT STRUCTURE 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT I SHOWN FOR CLARITY. 14.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"OR UNTIL AREA OF PROPOSED WORK REFUSAL,WHICHEVER IS SHALLOWER. - -- AVA6 ATA8 .T.4 .TA3 AVA2 ATA1 2 • TAT VAT VAT TAT TAT VAT * PROPERTY LINE HELICAL PILE REFUSAL CRITERIA: tEl ecaHcaeTE STEM TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS WALL 1.4'TALL MIN TYP AT NOTIFY L1la PRIM T° LOCATE PILE R-0' ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A WORKFCOXCI✓£IE WALL D.C.MAX FROM ---- APPROXIMATE DIMENSION AT PILE LOCATIONS IS CORNER SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED - .`.. • • LESS TMAN Ta-T� IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. 1 `` +4, HELICAL PILE x \ 6 5 1 g \ Y AVA# 20"COMPOSITE PAD v.. k I \LOCATEPILE1. WI ADJ.4x6 BRACKET (5)PILES @ d'-0"O.C.MAX -0" O.C.MAX FROM CORNER 4230 Grand Ave, SLAB WALKWAY Everett,WA 98203 A Lil }IX Z 5220802-1 XR fY 1- w� NJ a w >U / 42'-0"• / o¢0 Slab Watkyay MRT 42 ' CExe2 channel metal.at (2)PILES @ '-0'O.C.MAX 9/13/22 Via contractor's disaetim eased performance .LI2o �k��cI ;,� I 1 t' c. 1/4=1'-0" PI+tM�" �'.%2r ..t 1M .-t t'ld • a2t 2 LOCATE PILE 6-0• PILE SPACING&LOAD REQUIRMENTS TABLE OC.MAX FROM Powr. ___..__ f CORNER PILE MAX O.C.SPACING.R MIN VERTICAL CAPACITY.kips PROOF TESTING LOAD.kips s 1 s Slat;w�Kway t c6' Q 3•Helical Pile PILE 3t BTWN END P 200%MIN VERTICAL CAPACITY LOCATION 1 4 I 1 a_ 20 compoa- Pan TYPE PILES OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) I "With Atll.4x48rackel 71-2 HELICAL 8'-0' .�-0'MAX 5 0 kip IC C kip TYF (5)PILES @ 8'-0.O.C.MAX LOCATE PILE 1'-0" 4 HELICAL 2'-C' :i-0'MAXI2-0 kip 24 C kip TYP O.C.MAX FROM 7 CORNER NOTES: _�2� a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH Q ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THEr J PILEOW ALLOWABLE TORSIONAL CAPACITY THICKNESS E3S PER OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL R&R LEVEL SURVEY a z b. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS 0 c. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. d. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. Q NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. FOUNDATION P LAN QZ N 0 L_