1918 LOMBARD AVE 2022-05-23 - Laserfiche WebLink

Protect Description PILE SPACING&LOAD REQUIREMENTS TABLE •• FOUNDATION NOTES MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips Foundation Stabilization/Jacking a PILE* PILE TYPE Z00%MIN VERTICAL CAPACITY LOCATION 1 VERIFY ALL DIMENSIONS ON SITE To 1918 PILES END OFFSET ALLOWABLE LOADING 1918 LOMBARD AVE (MIN ULTIMATE CAPACITY) 4 e 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL SURVEY. .� 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION' EVERETT,WA 98201-2328 I 1-2&5-6 8'-0" PER PLAN 11.0 k/PILE 22.0 k/PILE EXTERIOR X.e' HELICAL HELICAL PILES....._................................11SD-1.1 u J 3-4 8-0• PER PLAN 9.0 k/PILE 18.0 k/PILE EXTERIOR 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JUNE 28TH,2021,FOR ADDITIONAL Legal Description - NOTES: INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. EVERETT DIV K PLAT OF BLK 382 D-00- = a`?¢ a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE • 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED JUNE 21ST,2021.REFER TO STRUCTURAL a'p w"i; MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR LOTS 23&24 z v a=o CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT REPAIR PLAN. �;E 36.5 EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. INSTALLATION TORQUE RATING OF 8,300FT"LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±0'-6"TOLERANCE TO Parcel Tax I.D.No. 10. THICKNESS PER ESR-3750. 00437938202300 v. b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED �? TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. `7 c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. 8. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8' Height Calculations H. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART _ OF THE ASSEMBLY. W, THICK MINIMUM WITH 2-8'HEIGHT(MEASURED FROM B/FTG TO T/CONC)MINIMUM. e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. 9. PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE.PROPERTY LINE AND Survey not performed. a o 0 � RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER SNOHOMISH COUNTY C? Si a y f— 6 GIS MAPPING TOOLS.NOT TO BE USED FOR LEGAL PURPOSES. Lot Coverage by Building y v SITE PLAN LEGEND D Z o 10.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. Lot Size=0.14 acres=6,098 SF w a a o in °° 11.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0.OR UNTIL REFUSAL,WHICHEVER EXISTING RESIDENCE STRUCTURE i Existing House=1,034 SF* — A W IS SHALLOWER. Z W Z Bldg SF/Lot SF=17.0%* a: } 'S 96 _ EXISTING ADJACENT STRUCTURE N W HELICAL PILE REFUSAL CRITERIA .5'01 + 0 O 6 TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE Impervious Area 4 AREA OF PROPOSED WORK W THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. a' J ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE Impervious area to remain unchanged <=o PROPERTY LINE UPLIFT FLEXURE. � R&R LEVEL SURVEY ___- APPROXIMATE DIMENSION See Structural Calculation Package for Additional Requirements 1/� *approximate 0` I 1 -_"_-_-_-_._-_-_-_-_-_-_-_-_._-_•_-_-_-_-_-_-_._-_._._-_-_._._. - . . - . PROPERTY LINE _._._._. j121'-0" —._._._. . I j / —sE..E.—e..,a—,wEx— — — ._ ._ .— .— �.— .— • —sE . _ 4 36'6" 1, 12'-0" Ii .o ; / fit'0" } 10'6' », " l e 1 I PRE Ij ACCESS j r I / j i EVERETT 1918 LOMBARD AVE j ; WA 98201 RESIDENCE N I I S210421-2XR O 1918 LOMBARD AVE EVERETT.WA 98201-2328 I �.�, N I I > JT `"I DRIVEWAYS w WATERmn- D1 ACCESS p I? M 06/28/2021 i j 41� i 0 I •IW I a i I 2? 36'6" } I a } i Co j k 10'-6'' 1 j 1 I I I PARCEL NO. I j00437938202300 I EVERETT DIVGAL DESCRIPTION K PLAT OF o I I j BLK 382 D-00-LOTS 23 8 24 - I15 ' I j OWNER NAME&ADDRESS N I I BRAUN RICHARD A I I i i 1918 LOMBARD AVE EVERETT,WA 96 01-2328 j CITY qF EVEFR` T ? V1E 'D FOR ER IT 122'-0„ I PROPERTY LINE Z r _• -._._._._._..� i J N LLJ NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN ~ .