1705 COLBY AVE 2023-02-06 - Laserfiche WebLink

' (3)PILES @ 6'-0"O.C.MAX LOCATE PILE WITHIN 1-0"MAX PILE PILE SPACING&LOADREQUIRMENTSTABLE FOUNDATION NOTES 1y I L MAX O.C.SPACING.R MIN VERTICAL CAPACITY.kips PROOF TESTING LOAD.kips 1. VERIFY ALL DIMENSIONS ON SITE. 'PI' 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER LEVEL SURVEY. }< v PILE St BTWN END 200%MIN VERTICAL CAPACITY LOCATION • OF CORNER TYPE ALLOWABLE LOADING 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: : eP 2 4 3 PILES OFFSET {MIN ULTIMATE CAPACITY) - HELICAL PILE...................................................................................1ISD-1.1 ,: 03 Typical DRIVEN 6'-7 UNO PER PLAN 16.0 kip 32.0 kip TYP t --' -7%8 m -2 -2 3/4 o v CONCENTRIC/DRIVEN PILE............................................................2/SD-1.1 Typical HELICAL 6'-0"UNO PER PLAN 170 ki 34.0 ki TYP :"";:�" Power, LC71CA E PILE v p P 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED AUGUST 29,2021,FOR ADDITIONAL — 3-4 HELICAL PER PLAN PER PLAN 250 kip 50.0 kip CHIMNEY INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. 1 WITH 4'-0"MAX 6 n Ori NOTES: 5. LEVEL SURVEY PER R8R REPAIR PLAN DATED JULY 14,2021.REFER TO STRUCTURAL CALCULATIONS CrackM OF CORNER K a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENTS FOR REPAIR PLAN. 11� 1 g TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM 6. MINIMUM PILE DIAMETER SHALL BE 2-7/8'. 1/8 7/8" -1 1/4-6 cc ss I INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH±0'-6'TOLERANCE TO ALLOW FOR �.--1 INSTALLATION TORQUE RATING OF 8,300FT"BS FOR A 2-7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR3750. UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO TWO _OCATE PIL b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8'TRU-FORCE UNDERPINNING BRACKET IS JVITHIN 3'-0"51 LIMITED TO 30 KIPS. ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. OF CORNER LOCATE PILE c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6'PAST 174 -1 1'4 a WITHIN 6'-0"MAX d.CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,IN ACCORDANCE WITH ESR-4121. SUPPORTING PILE EA END. D"LOCATE PILE OF CORNER e.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH 518'DIAM. ,.. WITHIN 4'-0"� f.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM SPACING 17 O.C.W/ W OF WALL MIN.4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE CENTER LINE OF THE O } vs -1 3t 2 LOCATE PILE WITHIN 1'-0" 11 24'-0" g_p CHANNEL Z o 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LOCATIONS ARE 8'THICK �-1 {t�- OF CHIMNEY CORNER MINIMUM WITH 7-8'HEIGHT(MEASURED FROM B/FTG TO TICONC)MINIMUM. F- W e 0 -1 3B---- -ts43 -2«1,t 11.PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS& /�-I� z "'LOCATE PILE •Y•q.I TAXSIFTER INCLUDING THE SELECTED PARCEL.PROPERTY DIMENSIONS ARE APPROXIMATE FOR V w -7r8 =3"Helical Pile 3 PILES 6'-0"O.C.MAX LOCATE PILE WITHIN W z WITHIN 2'-0"MAX 1 5/8 X ( ) @ REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES OR INZ OF CORNER =3"Stabil-Lac Pile I 4'-0"MAX Z (� I f OF CORNER PUKE OFAFIELD SURVEY. 0 O W g=Existing 6x6 post (E)DECK 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. 0 I i-3/4 • -3/4 3 4 -3 5 In basement t 32 I - 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0'OR UNTIL REFUSAL WHICHEVER IS@3=Existing 6x6 deck posts LOCATE PILE WITHIN SHALLOWER. • Gas \ =polyurethane Foam Injection �2 Y31'-D°MAX `�HELICAL PILE REFUSAL CRITERIA: • OF CORNER TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE ---�LOCATE PILE N L� {}I,}4!lICCC THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. ...__... ._ WITHIN 6'-0"MAX 4 ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT / OF CORNER 2 FLEXURE. �` R&R LEVEL SURVEY U DRIVEN PILE REFUSAL CRITERIA: ADVANCEMENT OF THE PILE SHALL CONTINUE BEYOND THE MINIMUM EMBEDMENT DEPTH AND UNTIL SEE STRUCTURAL CALCULATION PACKAGEd A WORKING PRESSURE IS ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH FOR ADDITIONAL REQUIREMENTS 15 Zy A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE @ STRUCTURE BEGINS TO EXPERIENCE UPLIFT FLEXURE PARCEL NO. (E)RESIDENCE CO A 00438034700200 1705 COLBY AVE, N EVERETT,WA 98201 a 4ALEGAL DESCRIPTION -'tv EVERETT DIV L PLAT OF BLK 347 D-00-S112 LOT 2&ALL LOTS 3&4 c 1). - BLK 347el (E)DECK I [01m: OWNER NAME&ADDRESS PETTUS LAURINE E LOCATE PILE • - . ----- -- 1705 COLBY AVE, WITHIN 3'-0"MAX - - ---- 1705 COLBY AVE, D ' (E)RESIDENCE EVERETT,WA 98201 o OF CORNER SITE PLAN LEGEND 2 I 1701 COLBY AVE EVERETT,WA 98201 m I EVERETT,WA 98201 (E)DECK n EXISTING RESIDENCE STRUCTURE I LOCATE PILE -1 I m \ WITHIN 6'-0"MAX OF EXISTING ADJACENT STRUCTURE S210720-5XR C3PROPERTY LINE m LOCATE PILE CORNER O o - - -"- - - ------------_-_____ . AREA OF PROPOSED WORK i - co > WATERI I / 27'-0"' sE _ - - WITHIN 4'-0"MAX ---' FY - m ! _ L 1 1 — ! �� re N v PI m 2 CHIMNEY APPROXIMATE DIMENSIONo MRT I IIL m * 1 ix z 08/29/2021 8 w rnm ! I .i I t� Of!13 mm X 3 I-Z I \l (E)GARAGE oL m w2 9 �� cr p > Lo SITE PLAN iZ I WNW wow .m I...Zw ~O z gym!m ! m a=IY 0.. ce 0 EVERETT a I "ix o . m �� OHO m ° �I T ` OF Ip t_m-___ - - - - - - - - - PROPERTY LINE I I \ - —� REVIEUUED ®R PERMIT ----------- a m 6� i 111.-0"* m w m A Q Z (E)DECK N - - I Q � RI (E)RESIDENCE ce z LOCATE PILE 0 1711 COLBY AVE. Q w WITHIN 6'-0"MAX OF EVERETT.WA 98201 m CORNER 2 0 N ' m D I z IAREA OF WORK Q I OVERALL PARCEL PLAN CL `n - - w X 32.0„ XI I— NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN