Laserfiche WebLink
�.�. PROPERTY LINE <br /> 74,_D„ <br /> i PILE SPACING&LOAD REQUIREMENTS TABLE •T <br /> i MAX O.C.SPACING,R MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips #T <br /> 200%MIN VERTICAL <br /> A <br /> PILE q PILE TYPE LOCATION <br /> BTWN PILES END OFFSET ALLOWABLE LOADING CAPACITY <br /> F\ I _ (MIN ULTIMATE CAPACITY) <br /> 1-2 PER PLAN 10.0 k/PILE 20.0 k/PILE GARAGF <br /> 3-5 HELICAL PER PLAN 6'-0" 6.0 k/PII� 12.0 k/PILE <br /> 68 PER PLAN 9.0 k/PILE 1R.0 k/PILE PLiRCH <br /> 9 13 6'-0" 10.0 k/PILE 20.0 k/PIII-C <br /> 00549401001800 EXTERIC}R <br /> PARCEL NOTES: <br /> 01 I <br /> ! LEGAL DESCRIPTION a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE <br /> QUEEN DESCRIPTION <br /> ADD TO EVERETT BLK I MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING <br /> QUEEN <br /> EN -E ANNE AD OF LOT 18 ALL LOTS I CAPACIT,LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT <br /> 01& -0 W5FT OF LOT 21 EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM 1 <br /> INSTALLATION TORQUE RATING OF B,30DFT•LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL w <br /> OWNER NAME 8 ADDRESS THICKNESS PER ESR-3750. 0 z <br /> b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 718" <br /> STAYNER LARRY R&MARILYN L I TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. 1 0 <br /> 1711 ENGLAND AVE c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. LL� Z <br /> EVERETT,WA 98203 d.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART r W <br /> OF THE ASSEMBLY. <br /> 0.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. A•,J w <br /> ZZz <br /> I FOUNDATION NOTES o <br /> w <br /> 1. VERIFY ALL DIMENSIONS ON SITE, <br /> i2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY.3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: <br /> ' I HELICAL PILE..........VSD-1.1 <br /> 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED DECEMBER 19TH,2023,FOR ADDITIONAL INFORMATION.SPECIFICATIONS,AND REQUIREMENTS. <br /> 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED OCTOBER 18TH,2023.REFER TO STRUCTURAL CALCULAT70NS PACKAGE FOR MODIFICATIONS AND <br /> ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. <br /> 53'-0" 8. MINIMUM PILE DIAMETER SHALL BE2-71B'. <br /> 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0'-W TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED <br /> v I I DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. <br /> O• I B. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8"THICK MINIMUM WITH YA"HEIGHT(MEASURED FROM <br /> m c B/FTG TO TICONC)MINIMUM. <br /> 9 r I I Z . PARCEL AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER SNOHOMISH COUNTY iMAP.NOT TO BE USED FOR LEGAL <br /> m l e l PURPOSES. <br /> o <br /> 10.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. <br /> m RESIDENCE 1711 ENGLAND AVE 11.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF V-0"(LINO PER GEOTECHNICAL REPORT). <br /> p 0 <br /> EVERETT.WA 98203 tV a <br /> �y HELICAL PILE REFUSAL CRITERVC <br /> TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH <br /> A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. <br /> k3'- 1711 ENGLAND AVE <br /> 13 EVERETT <br /> o J WA 98203 <br /> 5 i 3' S0' <br /> � 12 3/4 , 1,:, �,�� S231120-2XR <br /> 12'-0' JT <br /> �N q I m ,� MRT <br /> I 8vr 7 �� N � 3/4 -3/4 ,,., ,.:I 1,a N 12/19/2023 <br /> a< io N <br /> iT ! <br /> 3 i 1 <br /> -1 112 -1 1/2 1/2 <br /> i 13 LOCATE PILE 3' <br /> 2 1 SITE PLAN LEGEND WITHIN 3-0- N _H N 1 10' a u T P) <br /> OC MAX FROM CORNER w,/{ <br /> 31.1 5 10' <br /> 6 I EXISTING RESIDENCE STRUCTURE 3 10 1/4 9 1 <br /> � 12' <br /> 24'-0" <br /> I <br /> ! EXISTING ADJACENT STRUCTURE (')4 �l <br /> _-- PILES C6 6'-0'OC MAX� � 'A <br /> AREA OF PROPOSED WORK <br /> a N 3 ;. <br /> w w I PROPERTY LINE {r=Helical Plies m <br /> 2 0 I ar4 1 IB_ :{ <br /> F4 =EYisling Foal _ --- - -- <br /> a APPROXIMATE DIMENSION e 2 24 <br /> \ t <br /> CENTER PILES ON l\ LOL PILES UNDER <br /> HELICAL PILE EXISTING POSTS BUN D KING a JACK <br /> STUDS YING GARAGE <br /> OOR HEA <br /> DER <br /> DER <br /> _ _ _ _ I R&R LEVEL SURVEY Z <br /> I• •—�—"—' 79'D7•' •—•—•—•—•—•— See Structural Calculation Package for Additional Requirements Q r� <br /> a ' <br /> OPERTY LINE <br /> NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN <br />