1213 HOYT AVE 2025-04-17 - Laserfiche WebLink

'2.12a1 PILE SPACING&LOAD REQUIREMENTS TABLE v 2 C LA)PILES SA 6'-0"OC AX MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips u•" FOUNDATION NOTES P1 PILEa PILE TYPE 200%MEN VERTICAL CAPACITY LOCATION •yu4�F• 44' BTWN PILES END OFFSET ALLOWABLE LOADING L` • 1 VERIFY ALL DIMENSIONS ON SIZE. nz urn, (MIN ULTIMATE CAPACITY) , m ;_: M 2.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER RIR LEVEL SURVEY. SE Nr 1-0 6'-0" 10.0 k/PILE 20.0 WPILE EXTERIOR 3.REFER TO THE FOLLOWING DETAILS FOR ADDITIONAL NF(XIMATXW. 1 ZI �j 5,9 6'-0" 11.0k/PILE 22.0k/PILE EXTERIOR •:';^'"":'• HELKAL PLE.................................i150.1.1 RE•.:• Ln P A'am 64 PER PLAN 11.0k/PILE 22.0k/PILE _ POSTS •• DRNEN PIE......................._.........2/SD1.1 Q felin HELICAL A.REFER TO STRUCTURAL CxLLLUM/1MS PACKAGE DATED DECEMBER MD,28Y2,FOR ADDRDNAL INFORMATION.SPECIFICATIONS, 5y - ' F 10 6•-0" 7.0 WPILE 14.0 WPILE ____EXTERIOR % i m PER PLAN - AND REQUIREMENTS. • II19 6'-0" 13.0 WPILE 26.0 WPILE CHIMNEY 5.LEVEL SURVEY PER MLR REPAR PLAN DATED SEPTEMBER 29TH,2022.REFER TO STRUCTURAL CALCULATION'S PACKAGE FOR g'K i W 12-13 PER PLAN 11.0 k/PILE 22.0 WPILE CHIMNEY MODIFICATIONS AND At10RpN4.REQUIREMENTS FOR REPUWPLNI. 1_2 CONCENTRIC 8.-0" 10.0 3/PILE 20.0k/PILE BEAM 6.MINIMUM PILE DINKIER SHALL BE 2.70'. •r N Ofo `� �V 3 6,0" 12.0 WPILE 24.0 WPILE EXTERIOR r.IT is TO INSTALL PILES AT THE SPACNG SHOWN WITHE OS TOIERNICE TO ALLOW FOR UNEXPECTED OBSTRUCTIONS mw -• ; i A N NOTES OU ENCOUNTERED RNG PILE INSTALLATION PROVIDED TART NO T ADJACENT SPANS EXCEED1HE SPACING LIMITATON AS NOCATED ON LEVEL SURVEY _ _ a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE EXISTING STEM WALLS AT AND BEIWEFN PILE ATTACHMENT LOGTpN3ME5'LMDK MWMUM WITH ZA HEIGHT MANUFACTURER.THE MINIMUM INSTALLATION TOROUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING 8.FIELD VERIFY ALL EX •, m 0 !I� P CAPACITY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT (MEASURED FROMBLFNG TO MONO)MINMUM. `. EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM LU 13 PARCEL OMENSIONS NOT TO SCALE.PROPERTY LNE AND RENCENCE LOCATING DIMENSIONS(WITH ASTERISK,NAPFRO%WATEO PER v -�•�^� INSTALLATION TORQUE RATING OFB.30UFT•LBS FOR A2-]2B INCH DIAMETER HELICAL PILE WITH 0203 INCH SHAFT WALL Q ; THICKNESS PER ESRJI50. SNOHOMISH COUNTY AMP.NOT TO BE USED FOR LEGAL PURPOSES. �rt ¢ D Z /p' 8 6.FOR HELICAL PLES.PER IDEAL GROUP DWG NO.:2]aTFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2]IB' 11.SITE FEATURES ANDFXGTNG STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CURDY. ( Alb.' ��s•• TRUFORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. t 12.FILES SHALL BE INSTALLED TO A MWFDM EMBEDMENT OF 5'0'1UNO PER GEOTECHNDAL REPORT). Ip VS� M &It A.FEL(CAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING. IN ACCORDANCE WITH ESR-3]50. r W Dp C.PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART rt S l�� OF THE ASSEMBLY. V i HELICAL PILE REFUSAL CRITERIA 81 c ❑ * Y 0 ® e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W 0 TORQUING OFTHE PIE SHILL CONTINUE UNTIL A HYDRAULIC PRESSURE B ACHIEVED TO PROVIDE THE SPECIFIED MINIMUM VERTICAL 9bp x u u n Z Z i CAPACITY WRH A SAFETY FACTOR OF NO LESS THAN TWO.ADVANCEMENT SHALL BE HALTEDIMMEDMTELY IFTXE STRUCTURE BEGINS .�X tv K,1 m 0 O TO EXPERIENCE UPLIFT FLEXURE. a ,,4, 9 fA a G J m O r iii /I\ a a . o SITE PLAN LEGEND LIMAN PILE REFUSAL CWIERik (' -1^' `TI'• �O1 L Ill EXISTING RESIDENCE STRUCTURE ADVANCEMENT OF ME PLE SHALL CONTINUE UNTL A MINNS PRESSURE B ACHIEVED TO PROYIOE THE SPEWED MINIMUM VERTICAL b9 �D A p CAPACITY MTA SAFETY FACTOR OF NO LESS THAN FAX ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF THE STRUCTURE BEGINS 2 2�^€' mill TO EXPERIENCE UPUFT FLEXURE. x 1t,i g EXISTING ADJACENT STRUCTURE _„�' d RELIT LEVEL SURVEY -- AREA OF PROPOSED WORK See Structural Calculation Package for Additional Requirements • PROPERTY LINE `•�.. ---- APPROXIMATE DIMENSION 1211 HOYT AVE EVERETT.WA 98201 I E i • PROPERTY _ 1213 HOYT AVE i I -- - ---------_---�_-- �.-,-,-.-._.-.-._._._.-._._.- j 1 2g D - ..-,.".-..... .. Y_ i I EVERETT It �,..�,_,� 6,_D., J _ A9820 • ,PRIMARY ! i .� '~"_uy__ i { W 1 I S221012JXR 1 war _' '_...� P ACCESS JT T AREA OF WORK i ! I -I RESIDENCE I /• I I MITT 1 213 HO`T AVE zl4 ! - ! I 12102f2022 I• PARCEL NO. ! o I I9 1 DOA09X22B00900 I 1 O D.I i ry ki ulv I LEGAL DESCRIPTIONI I CHURCH B LAMOURES SUPPL ELK 221I I I bI ? ` 1 OUO WN RN M &ADDROTB8520FT I I� I � LOT 10 i I, I OWNER NAME 8 ADDRESS I I l I I 4A* - 1213 HO DWARDS PADL J S ANDREA L (E)CHIMNEY 1213 HOYi AVE I } 5 EVERETT,WA 9B201 1 ,k-_6.0„ I B i I i 1 _._.-,-,-._._._._._._.-_.-._.- ids I --------- ------------------I 6 PROPERTY LINE II 1 1217 NO,AVE EVERETr.`HA 93201 i I N NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. I SITE PLAN LLI Kn r C r c