11011 7TH AVE SE 2022-04-29 - Laserfiche WebLink

Protect Description Foundation Stabilization!Jacking PILE SPACING&LOAD REQUIREMENTS TABLE •P.HURL, t. MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips �S 11011 7TH AVE SE 4-4.` ''"Pj=•,�`O<�. PILE# PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION ££ EVERETT,WA 98208-4022 BTWN PILES END OFFSET ALLOWABLE LOADING kr . (MIN ULTIMATE CAPACITY) 1 HELICAL 6'-0" PER PLAN 13.0 k/PILE 26.0 k/PILE TYP EXTERIOR • Legal Description 2-3 HELICAL 8'-0" PER PLAN 10.0 k/PILE 20.0 k/PILE TYP EXTERIOR •.Sro4n�EN:•ti PARADISE TRACTS DIV 2 BLK 000 D-02-N1/2 LOT 1 4 • HELICAL PER PLAN PER PLAN 19.0 k/PILE 38.0 k/PILE CHIMNEY " 5 HELICAL PER PLAN PER PLAN 9.0 k/PILE 18.0 k/PILE CHIMNEY Parcel Tax I.D.No. _ -—-— NOTES: 00539300000102 SITE PLAN LEGEND a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE Height Calculations EXISTING RESIDENCE STRUCTURE t 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 Survey not performed EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM EXISTING ADJACENT STRUCTURE • N INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL Lot Coverage by Building - THICKNESS PER ESR-3750. b. FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" Lot Size=0.17 acres=7,405 SF AREA OF PROPOSED WORK4Ali TRU-FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. Existing House=1,620 Sr ---' c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC., IN ACCORDANCE WITH ESR-3750. Bldg SF/Lot SF=21.9%' * PROPERTY LINE d OF THE A CHOR L.ADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART W e. MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. Q c Z Impervious Area ---- APPROXIMATE DIMENSION Impervious area to remain unchanged FOUNDATION NOTES D W approximate 1. VERIFY ALL DIMENSIONS ON SITE. i 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL ( 3 a SURVEY. Z'W z cq 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: 0 O F�°w.„,°� HELICAL PILES 1/SD-1.1 °R4 E- °m°*-- 110TH PL SE .0� E�O""'"'GE"--aw",w� RA �- 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED MAY 21,2021,FOR ADDITIONAL J INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. °10p`°` 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED FEBRUARY 11,2021.REFER TO STRUCTURAL PROPERTY LINE 1 CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR I.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—._ "—.—.—.—.—.—.—. 109,-�. .—.—.—.—.—.—.—.—.—. REPAIR PLAN. . 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'.HELIX CONFIGURATIONS PER RAM JACK TO MEET ! LISTED DESIGN STRENGTH WITH APPLICABLE FACTORS OF SAFETY. PARCEL NO. 1 2` 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0'-6"TOLERANCE TO 00539300000102 ' / ALLOW FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION i I o m LEGAL DESCRIPTION I I PROVIDED THAT NO TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION OF 6'-0"O.C. w w PARADISE TRACTS DIV 2 BLK 000 MAXIMUM. _>0 D-02-NI/2 LOT 1 I 8. FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS REVISIONS ciU x I I ¢ OWNER NAME&ADDRESS I ARE 8"THICK MINIMUM WITH 2'-8"HEIGHT(MEASURED FROM B/FTG TO T/CONC)MINIMUM. p NSCRIP Tin DATE IC I JORDAN S/LOZEAU L.A.& 1 9. PARCEL DIMENSIONS PROVIDED BY SNOHOMISH COUNTY.NOT TO SCALE.PROPERTY LINE I J.S./MORRISON A.R `s AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,')APPROXIMATED PER SNOHOMISH y WA 7TH AVE SE,EVERETT, I I 9 27'-O" �' WA 98208-4022 I COUNTY GIS MAPPING TOOLS.NOT TO BE USED FOR LEGAL PURPOSES. - q I �-, I 10.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. 11.PILES SHALL NOT BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0"OR UNTIL REFUSAL, i I I I WHICHEVER IS SHALLOWER. 3 ` HELICAL PILE REFUSAL CRITERIA: I HEATER,/ L,*E.—w.re.—W.,ER—WATER—WET..—Ems w—..,..—WATER—w.,ER—..,°a Y I I TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO - I PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS NAIE RESIDENCE 4O'-O° I i EXPERIENCEBEGINS TO P 7TH AVEI i UPLIFT FLEXURE. 11 O11 AV SE THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE " I 1 11011 7TH AVE SE, I LZ WA 82 a EVERETT,WA 98208-4022 i Liii - I 8/E- WI-- 8/L- i La l II= iI S210309-2XR ro < y IW! IQ I ol.o 1 in N _.. _ BBBJEO 8/S-. _... ).4,VN;,. JT _ E.� V I o F I Z/L- C_EL M RT � I I I I a/5 /21/2021 P. 1 4I 34'S" 05 L_ A I � I _EEw.._.� ... I I Slid IeD!IaH,T E_ 819 0 1 \ I I 9OIS 1 \) a3NUOD s / I I OJ3 dltil-/A3NWIH0 ONIN3d0 L- ti lV D A3NW d0 IH0 .0-.L NIH11M N . I g I I H3DNf1 31d 31tl001 S31id 31tl001 / I I 8/E- tL- 8/E L- Z W 1 I �5'_0 16'-0" k I S IIq ET9L Zl�eaNeoowoad L J — — — AREA OF WORKI I I s391S A3Ntti1Ho S I I Dlid 31Y001 - 40,.0-.Z NIHJJ1 ,I O Y 1 S3lid 31VDOl XVW 00.0-,8 N7 S3lld(E) (E)CHIMNEY � �"J 9 _�'._=ER CITY OF EV RET� R&R LEVEL SURVEY p \' ERM See Structural Calculation Package for Additional Requirements Z — SEWER-SEWER—SEWER—E SEWER.-- WER SEWER W.. SEWER—SEWER— R _ WER— ,�,-g.. �/IEaN�.Q._F_Q P N .—.—.—.—.—.—.—.—.—.—.—.—.— R1" ---' PROPERTYLINE "—"—"---------•— �EE.ER� V7 NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN F= 3 co 1