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A ' 2orzo <br /> SITE PLAN LEGEND <br /> PARCEL NO. <br /> 00451401201200 0 EXISTING RESIDENCE STRUCTURE <br /> • <br /> A 5,-0"*ii> 32'-0"* / 21'-0"* / <br /> . <br /> LEGAL DESCRIPTION : EXISTING ADJACENT STRUCTURE ,+_ <br /> FRIDAYS 1ST ADD TO i AREA OF PROPOSED WORK ��: <br /> EVERETT BLK 012 D-00- SITE PLAN S0 ` <br /> LOTS 12-16 INCL * PROPERTY LINE • ""` <br /> o <br /> N X OWNER NAME&ADDRESS -- APPROXIMATE DIMENSION <br /> ZAKOS HANNA ¢* HELICAL PILE <br /> 0 3625 RUCKER AVE, 148'-0"• <br /> m EVEREIT, WA 98201 — j, <br /> Er 77 N <br /> A.Ax <br /> 0 o <br /> LOT SIZE: < t <br /> 4 0.38 ACRE(S)(16,553 SQFT) CDI W <br /> o } 6 <br /> BUILDING LOT COVERAGE: r V D z o <br /> 27%(4,518 SQFT) p H Lll ''' <br /> L6x6x5/8 ANGLE Z�� <br /> y � � <br /> IRON TO BE , ,/ m <br /> CENTERED AT Z Z g' <br /> o EACH PILE \\z <br /> u`or �J1 <br /> O O w <br /> CA • <br /> J <br /> Uh\`�i N 37th St <br /> ® OVERRALL PARCEL PLAN <br /> N L. FOUNDATION NOTES N.T.S. <br /> 3625 RUCKER AVE aE,Everett,WA \��� <br /> °° 1. VERIFY ALL DIMENSIONS ON SITE. 10 FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8' '�� <br /> IP al <br /> O 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER RBR LEVEL THICK MINIMUM WITH 2fi HEIGHT(MEASURED FROM BIFTG TO TICONC)MINIMUM. <br /> NC UNIT SURVEY. 11.PARCEL DIMENSIONS PROVIDED BY EVERETT COUNTY.NOT TO SCALE.PROPERTY LINE AND <br /> 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,1 APPROXIMATED PER EVERETT COUNTY iMAP AND -c <br /> N _ I HELICAL PILES........................................1ISD-1.1 SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS GIS MAPPING TOOLS.NOT TO BE USED <br /> _ (4)PILE 6'-0"OC MAX CO'ANGLE IRON SEGMENT.........._..._.250.1.1 FOR LEGAL PURPOSES. <br /> 4. REFER TO STRUCTURAL CALCULATIONS PACKAGEDATED SEPT.13,2021,FOR ADDITIONAL 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. <br /> INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. 14.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF T-0'OR UNTIL REFUSAL,WHICHEVER IS <br /> 5. LEVEL SURVEY PER MR REPAIR PLAN DATED MAY 27.2021.REFER TO STRUCTURAL CALCULATIONS SHALLOWER. <br /> PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. <br /> AREA OF WORK 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. HELICAL PILE REFUSAL CRITERIA i —. -------------- <br /> oili7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH*0'E"TOLERANCE TO ALLOW TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAUUC PRESSURE IS ACHIEVED TO PROVIDE THE <br /> PRIMARY ENTRANCE Q FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. <br /> to . ADJACENT SPANS EXCEED THE SPACING LIMITATION OF 6'-0'O.C.MAXIMUM. ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT <br /> N <br /> 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6"PAST FLEXURE. <br /> SUPPORTING PILE EA END. <br /> tEt ecorvcRETE STEM 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 5/8'DIAM. <br /> WALL r-Y TALL MIN TYP AT <br /> PERIMETER SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM SPACING 12'OC WITH <br /> NOTIFY COuc NCREIOR TE <br /> A4'MINIMUM EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER LINE OF THE <br /> WORK IF CONCRE u <br /> AT PEE LOCATIONSO Z CHANNEL <br /> LESS TMAN:r TALL 3625 RUCKER AVE SE, <br /> e <br /> EVERETT,WA,98201 <br /> or <br /> w <br /> a <br /> O <br /> o a U <br /> S210527-3XR <br /> \ \ ti NJ <br /> M <br /> MRT <br /> / / e-D"'I — -- 9/13/21 <br /> • <br /> 58'-6"* o L6A6x5re X.'-0-Armes daON m <br /> CENTERED AT EACH PILE 0,,Hey.P. (O <br /> NOTES: i --.- 02 <br /> a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR THE PILE ASSEMBLY SHALL BE SPECIFIED BY THE PILE c <br /> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED 1 <br /> BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE IT 5,, "M • n <br /> SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE 3 • <br /> ASSEMBLY MAXIMUM INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH <br /> 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750. B - <br /> b.TYP EXTERIOR TO DENOTE PILE INSTALLATION AT EXISTING EXTERIOR CONCRETE FOUNDATION WITH MINIMUM " <br /> DIMENSIONS PER PLAN NOTES. • <br /> c.HELICAL PILES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750 WITH 2-7/8 <br /> INCH MINIMUM SHAFT DIAMETER AND 0.203 INCH MINIMUM WALL THICKNESS. <br /> CV <br /> d.PILE LOADS NOT TO EXCEED MAXIMUM PILE LOAD CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY <br /> PART OF PILE ASSEMBLY.MAXIMUM ALLOWABLE COMPRESSION CAPACITY OF 37.4KIPS FOR A 2-7/8 INCH DIAMETER ,.,,,,,,...,,%.„ <br /> HELICAL PILE WITH 0.203INCH SHAFT WALL THICKNESS PER ESR-3750 <br /> e MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. <br /> PILE SPACING&LOAD REQUIRMENTS TABLE <br /> MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips <br /> PILE# PILE TYPE BTWN 200%MIN VERTICAL CAPACITY(MIN LOCATION R&R REPAIR PLAN <br /> PILES END OFFSET ALLOWABLE LOADING ULTIMATE CAPACITY) <br /> SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS <br /> Typical HELICAL 6'-0" 3'-0"UNO 22.5 kip 45.0 kip TYP _ <br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE & FOUNDATION P LAN g <br /> w <br /> I— <br />