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, 3of4 <br /> FOUNDATION NOTES <br /> 1. VERIFY ALL DIMENSIONS ON SITE. ., -y,•,• <br /> SITE 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL <br /> PLAN PER R&R LEVEL SURVEY. 4,.1.1e, • <br /> 0,7— <br /> ,1. 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: 'd•y ' ,' <br /> HELICAL PILES 1/SD-1.1 •.SIONAL E'•; <br /> AREA OF }, 24 0•• 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED NOV 13.2022,FOR • •• <br /> WORK ADDITIONAL INFORMATION,SPECIFICATIONS.AND REQUIREMENTS. <br /> , (4)PILES©F-0•o.C.MAX }' PARCEL NO. 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED SEPTEMBER 1.2022 REFER TO <br /> 00407800301200 <br /> 6 7 $ • O.LOCATEA PILE M STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL <br /> O.C.MAX FROM <br /> _ ., --__-_..v_._.•J� CORNER LOCATE PILES 10 c., STRUCTURAL <br /> FOR REPAIR PLAN. <br /> AND 11 UNDER 0 <br /> 5 aOC a o- 10 NeAOER DOOR <br /> 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'.HELIX CONFIGURATIONS PER R&R TO <br /> OC MAX L • re MEET LISTED DESIGN STRENGTH WITH APPLICABLE FACTORS OF SAFETY. <br /> FROM ® < 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±0'-6" <br /> CORNER re <br /> TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED <br /> DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED <br /> i 4Ell <br /> • 13ai THE SPACING LIMITATION OF 8'-0'O.C.MAXIMUM. <br /> “o o • 8. ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN W <br /> ce Et 6"PAST SUPPORTING PILE EA END. Q o <br /> ® 3 GARAGE N 44th ST SE 9. ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH m <br /> 1 CD 5/8"DAM.x 4"SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT) D Z o <br /> - ® 12 OVERALL PARCEL PLAN AT A MAXIMUM SPACING 18"OC.ANCHORS TO BE CENTERED ON OR INSTALLED — W <br /> • N.T.S. ABOVE THE CENTER LINE OF THE CHANNEL. /� <br /> 2 (3)PILES,.,6•-0•o.c.MAX 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT 0— <br /> \ J ®1 LOCATIONS ARE 8"THICK MINIMUM WITH 2'-8"HEIGHT(MEASURED FROM BIFTG TO Z W L- <br /> T/CONC)MINIMUM.FIELD VERIFY EXISTING CONCRETE SLAB-ON-GRADE AT PILE 0 <br /> O w <br /> PRIMARY 1 ' ATTACHMENT IS 4"THICK MINIMUM. <br /> -> 9p LOCATE PILE 1'-0• I 1 <br /> ENTRANCE �n o.C.MAX FROM p• 11.PARCEL DIMENSIONS PROVIDED BY CITY OF SEATTLE.NOT TO SCALE. <br /> CORNER _..._ __...__ .—�._.__..n._� <br /> L FOUNDATION PLAN LEGEND PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,•) <br /> APPROXIMATED PER SNOHOMISH COUNTY iMAP AND SEATTLE DEPARTMENT OF <br /> I I EXISTING RESIDENCE STRUCTURE CONSTRUCTION AND INSPECTIONS GIS MAPPING TOOLS.NOT TO BE USED FOR <br /> LEGAL PURPOSES.\— 1/ram <br /> °' 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT '�� <br /> tels•coNCRErE STEM _ EXISTING ADJACENT STRUCTURE SHOWN FOR CLARITY. <br /> WALL 2-0-TALL MIN TIP AT <br /> PERIMETER 14.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"OR UNTIL <br /> NOTIFY L120 PRIOR TO PARCEL NO. <br /> WAORK IF <br /> PRE CONCRETE <br /> OCNCR SISAL` 00407800301200 : AREA OF PROPOSED WORK REFUSAL,WHICHEVER IS SHALLOWER. <br /> LESS THAN Z.,TALL LOT SIZE <br /> 0.25(10,890 SQFT) LEGAL DESCRIPTION PROPERTY LINE HELICAL PILE REFUSAL CRITERIA: <br /> CENTRAL PARK ADD TO EVERETT BLK 003 TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS <br /> BUILDING LOT D-00-LOTS 12&13&14 BLK 3 ---- APPROXIMATE DIMENSION ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A <br /> COVERAGE SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED <br /> 49.3%(5,368 SQFT) OWNER NAME&ADDRESS ¢# HELICAL PILE IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. <br /> CARLTON MANOR LLC <br /> • 4332 Colby Ave,Everett, WA 98203 ® 6x6 ADJ.POST BASE w/PAD <br /> (E)RESIDENCE CoiTY OF EVERETT <br /> 4330 Colby Ave Everett, <br /> WA98203 REVIEWED FOR PERMIT <br /> ss,_o.. ------- 4332 Colby Ave, <br /> ELEVATION MAP Everett,WA 98203 <br /> "PILES Q 6'-0'O.C.MAKY LOCATE PILE 3'-0' <br /> 6 7 24' B 9 O.C.MAX FROM <br /> CORNER <br /> E\ 5" • <br /> 4 LOCATES{5B -6 3/N LOCATE PILES 10 <br /> AND 11 UNDER <br /> U PILE 3'-0'I , SLIDER DOOR S220906-1XR <br /> O.C.MAX <br /> 4• 6 FROM 4 I _ -4 1/ _ HEADER_ SUPPORT <br /> c _- <br /> �-- CORNER NJ <br /> A) 3. 5 1/2 8"FOM - 3'HT <br /> 3. <br /> — w Clad, !.:, :12 MRT <br /> o\ I/O 2 a •� c3tP�s�ms••e c,c.1.1Ax 11/13/22 <br /> LOCATE PI E 1'-0' <br /> 80'-0"• �"' �.� O.C.MAX^'OM_7 3,4 ,=13 =3"Helical Pile <br /> CORNERI• 1 ef414aPost Base <br /> PILE SPACING&LOAD REQUIRMENTS TABLE 24. -a: m 3/16"=1'-0" <br /> MAX O.C.SPACING, MIN VERTICAL CAPACITY. at <br /> PROOF TESTING LOAD,kips <br /> PILE ft kips <br /> PILE# 200%MIN VERTICAL LOCATION <br /> TYPE BTWN END <br /> PILES OFFSET ALLOWABLE LOADING CAPACITY(MIN ULTIMATE 7) o <br /> CAPACITY) ,3 <br /> #1-5,10- <br /> HELICAL 6'-0' 3'-0'MAX 10.0 kip 20.0 kip TYP <br /> 13 <br /> #6-9 HELICAL 6'-0' 3-0'MAX 7 0 kip 14.0 kip TYF <br /> 92' <br /> NOTES:a. <br /> a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH Z <br /> EOUGH TON <br /> QUE SHALL NOT EXCEED THE < <br /> AN OWABLEE TORS ONAL CAPACITY OF BEARING <br /> PI EC HA TI OR ANY PART OF TTHE PILE ASSEMBLY.MAXIMUM INSTALLATION TORQUE RATING OFT8APACTY LOADING,INCLUING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM ,330 FTTL BS FOR A 2-7/8 INCH DIAMETER HELICAL41/0 Z~ <br /> PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750. R&R LEVEL SURVEY 1r( Z <br /> b. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS 0 <br /> c. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. Q <br /> d. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN.NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. FOUNDATION PLAN 0 O <br /> 0 <br />