827 GRAND AVE 2023-06-22 - Laserfiche WebLink

LOCATE PILLOCATE PI4 WITHIN1'-0 I (4)PIL S@ PILE SPACING&LOAD REQUIRMENTS TABLE FOUNDATION NOTES OF CHIMNEY CORNER ! 7'-0"O.C.MAX MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips 23' 1. VERIFY ALL DIMENSIONS ON SITE. 9.T Hu.✓. N I 1 �I 0) t1t PILE# PILE TYPE BTWN END 200%MIN VERTICAL CAPACITY(MIN LOCATION • ALLOWABLE LOADING 2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R LEVEL 41 `c• - O 0 ,•.p PILES OFFSET ULTIMATE CAPACITY) W CD n W W 1-5 HELICAL PER PLAN PER PLAN 120 kip 24.0 kip POST SURVEY. _ I (.J' 'i p1 3. REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL INFORMATION: 0 W V 1-12 DRIVEN T-0'LINO PER PLAN 15.0 kip 30.0 kip TYP N N 1-2 HELICAL PER PLAN PER PLAN 22.0 kip 44.0 kip CHIMNEY CONCENTRIC/DRIVEN PILE vsD-t1 sy.;ti;�E : CO - HELICAL PILE WITH PILE CAP..... 2/SD-17 V 9 HELICAL PER PLAN PER PLAN 24.0 kip 48.0 kip CHIMNEY 4. REFER TO STRUCTURAL CALCULATIONS PACKAGE DATED JUNE 14,2021,FOR ADDITIONAL 26 W LOCATE PILE WITHIN O NOTES: INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. LOCATE PILE CENTER OF 1'-0"MAX OF CORNER SererStacl a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER.THE MINIMUM INSTALLATION 5. LEVEL SURVEY PER R&R REPAIR PLAN DATED APRIL 11,2021.REFER TO STRUCTURAL --- .---_ .-_ - .__ -. -_ --s TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM j —CHIMNE-Y - CALCULATIONS PACKAGE FOR MODIFICATIONS AND ADDITIONAL REQUIREMENITS FOR REPAIR PLAN. '...... N a INSTALLATION TORQUE SHALL NOT 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 THICKNESS PER ESR-3750. 7. IT IS ACCEPTABLE TO INSTALL PILES AT THE SPACING SHOWN WITH t 0'-6 TOLERANCE TO ALLOW Crack coNDN F b.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:278TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 27/8'TRU-FORCE UNDERPINNING BRACKET IS FOR UNEXPECTED OBSTRUCTIONS ENCOUNTERED DURING PILE INSTALLATION PROVIDED THAT NO 1 v m N LIMITED TO 30 KIPS. N- .A ----- '+ c.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITH ESR-3750. TWO ADJACENT SPANS EXCEED THE SPACING LIMITATION AS INDICATED ON LEVEL SURVEY. 1 j 01 A.CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,IN ACCORDANCE WITH ESR-4121. 8. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO SPAN FROM PILE TO PILE AND EXTEND MIN 6'PAST Ni ---4 N Qp y e.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY. ODO SUPPORTING PILE EA END. .p f.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. -65 - I O 9. IF REQUIRED,ALL SUPPLEMENTAL CHANNELS TO BE ANCHORED TO THE FOUNDATION WITH `� ( -��-(� 5B'DIAM.SIMPSON TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM Q z 1 • F. (5)HELICAL PILE SPACING I2'OCWI MIN 4'EMBED.ANCHORS TO BE CENTERED ON OR INSTALLED ABOVE THE n LOCATED UNDER POST -- CENTER LINE OF THE CHANNEL Z o �< SITE PLAN LEGEND W X(P� :. t 10.FIELD VERIFY ALL EXISTING STEM WALLS AT AND BETWEEN PILE ATTACHMENT LO61 CATIONS ARE 8' 1—' O , 0 EXISTING RESIDENCE STRUCTURE I. THICK MINIMUM WITH 2'3'HEIGHT(MEASURED FROM BIFTG TO T/CONC)MINIMUM. 11.PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS& uW '. I EXISTING ADJACENT STRUCTURE 4/ .' Z W z - �9E -�-- TAXSIFTER INCLUDING THE SELECTED PARCEL.PROPERTY DIMENSIONS ARE APPROXIMATE FOR Z p ¢�co --- --- -- ------ : AREA OF PROPOSED WORK REPRESENTATIVE PURPOSES ONLY.NOT TO SCALE.NOT TO BE USED FOR LEGAL PURPOSES OR IN O O w PLACE OF A FIELD SURVEY. J 1 l ---- PROPERTY LINE 12.SITE FEATURES AND EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY. CD n -f. - -: -- 13.PILES SHALL BE INSTALLED TO A MINIMUM EMBEDMENT OF 5'-0'OR UNTIL REFUSAL WHICHEVER IS Y APPROXIMATE DIMENSION SHALLOWER. II II II Z 0 cn co s2,1 HELICAL PILE REFUSAL CRITERIA: n Q`, PARCEL NO. TORQUING OF THE PILE SHALL CONTINUE UNTIL A HYDRAULIC PRESSURE IS ACHIEVED TO PROVIDE --- --'--..- ------------CD.__� _.-- ---- 00553217001400 THE SPECIFIED MINIMUM VERTICAL CAPACITY WITH A SAFETY FACTOR OF NO LESS THAN TWO. ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS TO EXPERIENCE UPLIFT 0 LEGAL DESCRIPTION FLEXURE. m �1 C—D SEC 18 TWP 29 RNG 5 QTR NE-READY AREA OF WORK LAND CO S 2ND ADD BLK 170 D-00- / 13'-0" / 23'-0" / Pa LOT 14 LESS N 8FT&ALL OF 15-TGW VAC E 10FT OF GRAND AVE ADJ X (4�PILES a�7'-0"O.C.MAX- >v THRTO PER CITY OF EV ORD#89 LOCATE PILE WITHIN 1'-0" R&R LEVEL SURVEY DATED 1-24-1894 OF CHIMNEY CORNER - 1\ O ? } __ \ 2 SEE STRUCTURAL CALCULATION PACKAGE OWNER NAME&ADDRESS 1 -, 7 6 5 4 FOR ADDITIONAL REQUIREMENTS COLE BERTRAM D IV/HALABI JENNIFER (E)CHIMNEY ' 827 GRAND AVE, \ EVERETT,WA 98201 (��— 0 10 5\_. 8 LOCATE PILE WITHIN AM LOCATE PILE 1'-0"MAX OF CORNER 827 GRAND AVE, CENTER OF CHIMNEY EVERETT,WA 98201 (E)RESIDENCE 3 O a I : 823 GRAND AVE, U LOCATE PILE WITHIN z x ! EVERETT,WA 98201 O 1'-0"MAX OF CORNER Cj L. §W r { q p S210419-1XR PROPERTY LINE ti D,, FY r-SE.NER—SEWER. J B"WE- -- --.- ---- • y �'I�} WATER�WA'TR�- E- 7-0" - 131'-0" �- -'-'-""-'_'=-- J T 11 (E)RESIDENCE © i w a w' I a 827 GRAND AVE, co MRT g Li 27-0"' 27`-0"' i v EVERETT,WA 98201 I N lii I •q D ACCESS 2 0 N 06/14/2021 I '1 ' SITE PLAN of la CV 4 3^ 2 1 ❑ - - --- PROPERTY LINE �O�' 0 12 w 3 3 (E)DECK 1 N Q IN' (5)HELICAL PILE LOCATED UNDER POST ❑ I0W � 10 \ cc I w (E)RESIDENCE a I 831 GRAND AVE, (E)DECK P 3IMARY z I EVERETT,WA 98201 ENTRANCE § w a re w I3 t I OVERALL PARCEL PLAN \ \ / 36'-0" ,, i Y I EVCRETT zcn FOR PERMIT NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS.