2418 74TH ST SE 2023 Plans 2024-11-26

SITE PLAN LEGEND PILE SPACING&LOAD REQUIREMENTS TABLE •,p... MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips a5,..:..; PILE#PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION EXISTING RESIDENCE STRUCTURE BTWN PILES END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) �/ EXISTING ADJACENT STRUCTURE 1-2 9.0 k/PILE 18.0 k/PILE EXTERIOR •• •' N $1.0._ HELICAL 8'-0" PER PLAN N,vaLE,. 3-4 12.0 k/PILE 24.0 k/PILE EXTERIOR • ' AREA OF PROPOSED WORK NOTES: ' PROPERTY LINE a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT APPROXIMATE DIMENSION EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750. b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. d. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART —sent°—SEWER—g p,,it gy_ OF THE ASSEMBLY. ' -a_g"`- ^—=E .—gam.—g,.,�, e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W —w, —.., — .—w,.E.—w,�Rw„ 74TH ST SE ,E ._ .—Eh Tg„�,—gam„—g„�_�„ —.4�Ag —g»�—g�._,E .—g�— 0 > _ _sy FOUNDATION NOTES Z PROPERI'LINE _•17/A�__ 1. VERIFY ALL DIMENSIONS ON SITE. 86'-0 ' !�•_.�"--_-_- 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER RBR LEVEL SURVEY. 7 W T y 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION L z O, I / 1 HELICAL PILE 1/SD-1.1 O Z LT ¢rn 1 I 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED NOVEMBER 19TH,2022,FOR ADDITIONAL INFORMATION,SPECIFICATIONS, Z O ; AND REQUIREMENTS. J a c I (E)CHIMNEY co 5. LEVEL SURVEY PER MR REPAIR PLAN DATED SEPTEMBER 11TH,2022.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR y } 25'-O I MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. }"I 29'-Q" Z-0 1 T-O" .�" 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0-6•TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS `..�� ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. . 9. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8•THICK MINIMUM WITH 7-8'HEIGHT / (MEASURED FROM B/FTG TO TICONC)MINIMUM. 10.PARCEL DIMENSIONS NOT TO SCALE.PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER I SNOHOMISH COUNTY MAP.NOT TO BE USED FOR LEGAL PURPOSES. 11.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. o ,.....- '7' I 12.PILES SHALL BE INSTALLED TOA MINIMUM EMBEDMENT OF 5'-0"(UNO PER GEOTECHNICAL REPORT). --- --- I RESIDENCE i N CO 2418 74TH ST I EVERETT,WA 98203 0.1 I HELICAL PILE REFUSAL CRITERIA: I TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL - _ • _ CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS 1 I TO EXPERIENCE UPLIFT FLEXURE. I I _ 1 2426 74TH ST I I I EVERETT,WA 98203 1 I } I • i • 54-0 ; -1' 2418 74TH ST Lull io EVERETT l' m WA 98203 241074TH ST "'I� EVERETT,WA 98203 w l Fa �I .m ,o AREA OF WORK •m ................... al!d teo!IeH= ;, a• (E)STRUCTURE I '----'-'------_ S221006-2XR I SISod 6U!IS!X3= lJT I 1 MRT 1 - _ i�I bl 0 b/l_ 8n .4z wi.- i I - I.)AL0 11/19/2022 q I 9/9- I I 0 z/L- Z/L- i I z/L- 9/L- iPARCEL NO. I E21- i 0 39877003 0201 I , gels JOAo Joo1d 4 M ® bit- ;® s ® ® Lam„ LEGAL DESCRIPTION I ti3NHOO WOBd Ri# BUENA VISTA HOME TRACTS b/l L- BLK 003 D-01-N 85FT OF LT 2 I 3l de3J.V3O1 L EXC W 3FT THOF I 7 �- I OWNER NAME S ADDRESS I ?II. L- ZXVW 0/3/ z VO 00 I SERRANO ARMANDO . .0-2 MARTIN/KAYLAJOELLE I '. Z/L_ Z./L- Z/L' .0V/L- g G_ 4' Z 2418 74TH ST I-- L WE - • EVERETT,WA 98203 I 174 • ----;� - PROPERTYLINE --•— —.—"—"—•—•—•—"--- —•— • R&R LEVEL SURVEY z See Structural Calculation Package for Additional Requirements _ N NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN 1al —