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\ PROPERTY LINE SITE PLAN LEGEND FOUNDATION NOTES <br /> 50'-0"* <br /> n EXISTING RESIDENCE STRUCTURE 1. VERIFY ALL DIMENSIONS ON SITE. s'T , <br /> F R <br /> • 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL �`,;? - �:`. <br /> PARCEL NO. PER R&R LEVEL SURVEY. `� <br /> 00438036900900 EXISTING ADJACENT STRUCTURE 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: <br /> --- HELICAL PILES 1/SD-1.1 I/ y, ,ac <br /> • <br /> • LEGAL DESCRIPTION : AREA OF PROPOSED WORK DRIVEN PILES 2/SD-1.1 DNA` ' <br /> EVERETT DIV L PLAT OF BLK 369 D-00 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED SEP 26,2021,FOR <br /> COMB FOR TAX PURPOSES ONLY LOT 9 * PROPERTY LINE ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. <br /> &FRAC OF LOT 10 BLK 369TGW FRAC 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED JULY 29,2021 REFER TO <br /> LOT 10 BLK 369 PLAT OF EVE DIV B ---- APPROXIMATE DIMENSION STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL <br /> GARAGE REQUIREMENTS FOR REPAIR PLAN. <br /> OWNER NAME&ADDRESS +# HELICAL PILE 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8".HELIX CONFIGURATIONS PER R&R TO <br /> HENDERSON JAY/BARBARA MEET LISTED DESIGN STRENGTH WITH APPLICABLE FACTORS OF SAFETY. <br /> 1817 HOYT AVE,EVERETT,WA 98201 ¢# STABIL-LOC PILE 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0'-6" <br /> TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED <br /> m ® EXISTING POST DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED <br /> THE SPACING LIMITATION OF 8'-0"O.C.MAXIMUM. W <br /> LOT SIZE: 8. ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN <br /> 0.14 ACRE(S)(6098 SQFT) 6"PAST SUPPORTING PILE EA END. 0 '- 6 <br /> 9. ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 3 H o <br /> BUILDING LOT COVERAGE: 5/8"DIAM.x4"SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT) _ LIJ L <br /> 18%(1,110 SQFT) PILE SPACING&LOAD REQUIRMENTS TABLE AT A MAXIMUM SPACING 18"OC.ANCHORS TO BE CENTERED ON OR INSTALLED Z <br /> MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips (IS a <br /> PILE# PILE TYPE BTWN 200%MIN VERTICAL CAPACITY(MIN LOCATION ABOVE THE CENTER LINE OF THE CHANNEL. vv w <br /> END OFFSET ALLOWABLE LOADING 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT Z W <br /> PILES ULTIMATE CAPACITY) <br /> #3-5 CONCENTRIC 6'-p^UNO 3'-0"UNO 13.0 kip 26 0 kip TYP LOCATIONS ARE 8"THICK MINIMUM WITH 2'-8"HEIGHT(MEASURED FROM B/FTG TO O z w <br /> NO 3'-0"UNO 10.0 kip 20.0 kip INTERIOR T/GONG)MINIMUM.FIELD VERIFY EXISTING CONCRETE SLAB-ON-GRADE AT PILE <br /> (4)PILES op 6'-0'0.C.MAX #15-16 HELICAL - - 14.0 kip 28.0 kip CHIMNEY ATTACHMENT IS 4"THICK MINIMUM. <br /> y I y #14&#17 HELICAL 6'-0"UNO - 18.0 kip 36.0 kip CHIMNEY 11.PARCEL DIMENSIONS PROVIDED BY CITY OF SEATTLE.NOT TO SCALE. <br /> 1 PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,") <br /> NOTES: APPROXIMATED PER KING COUNTY iMAP AND SEATTLE DEPARTMENT OF <br /> AA AA, AA a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE CONSTRUCTION AND INSPECTIONS GIS MAPPING TOOLS.NOT TO BE USED FOR Lee*' <br /> MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING LEGAL PURPOSES. 0 1111) <br /> � <br /> \ 3 CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT <br /> EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM <br /> INSTALLATION TORQUE RATING OF 8,300FT"LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL SHOWN FOR CLARITY. <br /> THICKNESS PER ESR-3750. 14.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"OR UNTIL <br /> b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8• REFUSAL,WHICHEVER IS SHALLOWER. , <br /> TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 29 KIPS. <br /> ® -0 c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. <br /> d.CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,IN ACCORDANCE WITH ESR-4121. DRIVEN PILE REFUSAL CRITERIA <br /> Pi <br /> z 0 e. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART ADVANCEMENT OF THE PILE SHALL CONTINUE UNTIL A WORKING PRESSURE <br /> 4 (E)RESIDENCE w ' OF THE ASSEMBLY. <br /> m IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A <br /> >- - 1817 HOYT AVE, 4 A f. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. <br /> H- o o -I SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED <br /> PC 6EVERETT,WA 98201 , -4 <br /> illas N * r . IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. - <br /> O Z <br /> o_ ® m a HELICAL PILE REFUSAL CRITERIA: <br /> 5 (E)STRUCTURE TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS <br /> 1819 HOYT AVE, ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A <br /> <>3 \ EVERETT WA 98201 SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED <br /> IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. <br /> A <br /> �6 El <br /> 1817HOYTAVE , <br /> 9 0 A 4 EVERETT,WA <br /> Ls a - 98201 <br /> N <br /> 2 w <br /> A ® LOCATE PILE (4)PILES @ 6'-0"O C.MAX14' <br /> ei Y7 - WITHIN 1�� • S210803-1XR <br /> se. OF CORNER AT < -1 1 T° 4)' 7�CHIMNEY NJ <br /> T5 \ o \ 3, 2 1/4 I -1 1/8 -3/4 <br /> :>LOCATE <br /> PILE n LOCATE PILE <br /> WITHIN 2FT MAX M RT <br /> IEI tr CONCRETE STEM WITHIN 2FT MAX OF CORNER <br /> A8 ', PERIMET"TALL MIN TIP AT 9/26/21 <br /> Y WALL2reR El OF CORNER AT <br /> NOTIFY L120 PRIOR TO CHIMNEY <br /> • <br /> WORK IF CONCRETE WALL =Ezsang Post <br /> AT PILE LOCATK)Ns is X -3/4 <br /> LEss rNAN 7019. Q 2 1/4 <br /> �1 LOCATE PILE 2 SLr =3'HeiCel P8* <br /> * •-LOCATE PI MAX U U } i 3 =3.5< I-I 0*Pie <br /> 4n-'' WITHIN <br /> OF CORNER AT <br /> 9 CHIMNEY a 6-'�`7 O g LOCATE PILE <br /> io �, -..4 WITHIN 1FT MAX <br /> '� ' -1 1/4/0 it 0 '1 OF CORNER AT <br /> U @ I CHIMNEY <br /> W 7ti W LOCATE PILE <br /> ` \ 15 WITHIN 2FT MAX <br /> El_ JJ4 a I OF CORNER AT <br /> ... m 8 c� CHIMNEY <br /> A1p`_. 1 1/4 -1 1:. 4 5 N�-�1--- <br /> \ Y <br /> r?ll LOCATE PILE z 9 -17!8 1/4 -3/4 -11! WITHIN MAX <br /> T LOCATE PILE <br /> WITHIN 1FT MAX ' LOCATE PILE 13 OF CORNER AT <br /> OF CORNER LOCATE PILE <br /> LOCATE'ILE WITHIN 2FT 'I CHIMNEY <br /> OWITHIN F CO.2 MAX <br /> LLI Jr' 2'-0"• 14-0"" ` l \ 10, OF CORNER WITHIN 1 FT MAX <br /> C V 12' 1t OF CORNER <br /> o QZQ <br /> 1 K <br /> O_ <br /> a Z <br /> w <br /> 50'-0"* <br /> \ PROPERTY LINE R&R LEVEL SURVEY <br /> HOYT AVE SEE STRUCTURAL CALCULATION PACKAGE FOR ADDITIONAL REQUIREMENTS <br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. FOUNDATION PLAN z <br /> LLI <br /> I- <br /> 0 <br />