1410 WETMORE AVE 2022-07-27 - Laserfiche WebLink

FOUNDATION NOTES PILE SPACINGIN LOAD REQUIREMENTS TABLE Project Description 10' 4 MAX O.C.SPACING,ft MIN VERTICAL CAPA_CITY,kips( PROOF TESTING LOAD,kips Foundation Stabilization/Jacking PILE# PILE TYPE BTWN END 200%MIN VERTICAL CAPACITY LOCATION .•••.• 1. VERIFY ALL DIMENSIONS ON SITE. -1/2 .3/. ALLOWABLE LOADING •. . 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. 1410 WETMORE AVE _ PILES OFFSET _ _ (MIN ULTIMATE CAPACITY) • 1 8'-0" 13.0 k/PILE 26.0 k/PILE 'EXTERIOR 2f 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: EVERETT,WA 98201-1636 CONCENTRIC - ti?=3°Helical Pile 2 8'-0" 12.0 k/PILE 24.0 k/PILE I EXTERIOR /,= HELICAL PILES 1/SD-1.1 - -- - - - • DRIVEN PILES 2/SD-1.1 �=3'Stabil-Loc Pier `7 2,7,10-12 8'-0" 13.0 k/PILE 26.0 k/PILE EXTERIOR ' Legal Description -2 -1 3/4 3-4 8'-0" PER PLAN 12.0 k/PILE 24.0 k/PILE 1 EXTERIOR - .. - . 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JUNE 27TH.2021,FOR ADDITIONAL INFORMATION, 1 I C=Polyurethane Lift - • SPECIFICATIONS,AND REQUIREMENTS. EVERETT DIV R PLAT OF BLK 292 D-00 -in -3r: 5-6 Helical 8'-0" 6.0 k/PILE 12.0 k/PILE PORCH 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED MAY 12TH,2021.REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR -FRAC LOT 26 Sc ALL LOTS 27&28 r 0 Ire tit=6x6 2y�ys10-Pad with 8-9 _ N/A 21.0 k/PILE 42.0 k/PILE CHIMNEY Post _ 10 8'-0" 23.0 k/PILE 46.0 k/PILE EXTERIOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. Cr ':. (€_6P�s�Base 6 MINIMUM PILE DIAMETER SHALL BE 2-718•. 1. 1 ••12\ NOTES: 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0-6'TOLERANCE TO ALLOW FOR UNEXPECTED Parcel Tax I.D.No. e ,.• -1 1 r 1 a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE 00438529202600 T., • MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. I •t 1 (3)PILES @ CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT 8. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8•THICK MINIMUM WITH I 1 1/4 2•::: 8'-0.OC MAX EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM Height Calculations (3)PILES @ i ` -\..N INSTALLATION TORQUE RATING OF 8,300FT•LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL 2-8'HEIGHT(MEASURED FROM BIFTG TO T/CONC)MINIMUM. 8'-0.OC MAX ° l� THICKNESS PER ESR-3750. 9. PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE.PROPERTY LINE AND RESIDENCE LOCATING Survey not performed. 3;I; -5 1: b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" -.r LOCATE PILES TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. W DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER SNOHOMISH COUNTY GIS MAPPING TOOLS.NOT TO BE USED FOR WITHIN 1'-0'OF c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. LEGAL PURPOSES. I CHIMNEY SIDES d. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART D z Lot Coverage by Building 4'" LOCATE PILE UNDER OF THE ASSEMBLY. } 1 10.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. F- li Lot Size=0.16 acres=6,969 SF MAX CHIMNEY FIGAT e. MAXIMUM ON CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. 8 11.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0'OR UNTIL REFUSAL,WHICHEVER IS SHALLOWER. -4 2 -4 3 -6 7; - as cHIMNEYBTRIP FTG Z c Existing House=1,224 SF* • •�c•a� •' CORNER SITE PLAN LEGEND I_ W cl HELICAL PILE REFUSAL CRITERIA: Bldg SF/Lot SF=17.6%* r - 1 Sloped Porch -0' LOCATE ON ,re -. z M.� CORNER OF v TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED LOCATE PILE (3)PILES COw WITHIN I'-0` 8'-D-OCMAX 83/4 11'-97/• PRIMARY i _:_ EXISTING RESIDENCE STRUCTURE Z W z MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED FROM CORNER 5• • STRUCTURE Impervious Area - 6�WITHIN LOCAT 1P-' N ' -: EXISTING ADJACENT STRUCTURE O p W IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE. in = '^- Impervious area to remain unchanged - FROM CORNER DRIVEN PILE REFUSAL CRITERIA R&R LEVEL SURVEY 4A* . AREA AREA OF PROPOSED WORK ADVANCEMENT OF THE PILE SHALL CONTINUE UNTIL A WORKING PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED `approximate See Structural Calculation Package for Additional Requirements PROPERTY LINE MINIMUM VERTICAL CAPE WLIIj SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE SlUCTURE BEGINS TO EXPER PLIFT IENCE Ur -a r------.-• •-•-.-. PROPERTY LINE I 121'•0 ' .-.-.-. '- - - -•-.-.-._.-.-.-.-.-.-.-.- _.-.-.- - - APPROXIMATE DIMENSION '�� t/ ) _.7__ _=r.."-� .- .- _=E • _ ,a,.-MATE.-WATE"-WTE.-..,E•_w.r,. I I- R-F-=E.Nf"-,.4a- ,, .VIER-SEWER-SEWER-s "-SE .- . YAM I I i I i (E)CHIMNEY I f I / 5 - I tt. 1 DRIVEWAYS LEI GARAGE ! } ACCESS * \JY- ------------- -'I o PRIMARY I �*1P ,� v�' ACCESS S'IS'� 1^ \ „ 5.-o" k I N L I IS RESIDENCE I I kd' 1410 WETMORE AVE I 1410 WETMORE AVE EVERETT.WA98201-1636 9 I i I Q� ! I f EVERETT I o 1 k. I i WA 98201 '-I ` \ I I i S210525-1XR i CV o ! ni I NI i 25'0" JT I 1 48'-0" k t 14'-0" -I' __ i I MRT I I 44'-0" / \ Iz I a 06/27/2021 I AREA OF WORK 1> e w I Ala I o o ee 1 2 a I I PARCEL NO. 00438 29202600 I I Lij i I LEGAL DESCRIPTION I e EVERETT DIV R PLAT OF 1 BLK 292 D-00-FRAC LOT - I I F 26&ALL LOTS 27&28 M I CI Y� OF EV =r(:i:. •� I 1 - OWNER NAME&ADDRESS `.•.•�-" V I r l'li C FORD r �L i -I I HAKINS JUDITH ANN �� r �- j 1"' I 1410 WETMORE AVE c. EVERETT,WA 98201-1636 I I I I a I I I I I 3 I _ I I _.---•-•-•_----°_--•_--.-----•---•---•-----•- - - - +--.-.-._122"-0"* .-.-.-.-.-.-•-•-•_•- 1 I Q PROPERTY LINE --._--•-•-•---•-- 1 _IfV NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN 1-