2521 MONROE AVE 2021-09-24 - Laserfiche WebLink

• FOUNDATION NOTES ,gH'''''• 1.VERFV ALL DE DIMENSIONS ON SITE. EDIMENNINA PIKE SPACING&LOAD REQUIREMENTS TABLE •Tew,.. �: 0.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL Feulwmmn smpimlbrvmxmv MA%O.G SPACING,ft 'MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips PER TIER LEVEL SURVEY, 20 I MONROE AVE PILEA PIIETYPE WL MIN VERTICAL CAPACITY LOCATION J. REFER TO THE FOLLOWING DECALS FOR M AMMON.INFORMATION: EVERETT WA SB2W BONN PILES END OFFSET. ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) •' OMEN PILEs_...........__..._..............EDAMa.REFER TO STRUCTURAL CALCUIATIONS ARR.2D.2021, IRSCDEascletes TYP CONCENTRIC BLOT PER PUN 12.0APIIE 24.0 k/PILE TIP EXTERIOR ••• FOR ADDITIONAL AREQUIREMENTS. PINEHURST DN C SLR IDS O..LOT114 ELUL S.LEVEL SURVEYR.PER R.REPAIR P l.LAN DATED DECEMBER EB.MN.REFER FRIL OF LOTS 12.141H6.1TOLOT0W RA M G O STRUCTURAL CEIAATNSP OR-F MODIFICATIONS Al. THAT PON CF ADAM99DI TO LOT ATS I16 a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE ADENTICNAL REOurnEmENTS FOR REPAIR PLAN. 12 AS VAC BY ORD NO 1460 REC.?. MANUFACTURER.THE MINIMUM INSTALLATIONSNAIL TORQUE SHA BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING I.MINIMUM PILE IAMETER SFLLP SE 2- REC NO MINIM CAPACITY LOADING,INCLUDING A SAFETY FACTOR NO LESS THAN 2.THE MAXIMUM INSTALLATION TORQUE SHALL NOT T ACCEPTABLE TO INSTALL PILES ATIHE SPACING SHOWN WITH:De• EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM TOLERANCE TO ALLOW FOR UNEXPECTED OBSTRUCTGNS ENCOUNTERED PF®I Tv LO NE PARCEL NO. INSTALLATION TORQUE RATING OFB,300FT•LBS FOR A2.7/8 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL ALLAIION PROVIDEDTTAT NO IWO ADJACENT SPANS D66R6106MH100 0050.5103801100 THICKNESS PERESR-3)50. EXCEED THE SPACING LIMITATION OF GAG.C.MAXIMUM D.FOR HELICAL PILES,PER IDEAL GROUP DWG NO.:2T8TFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 VLF.FIELD VERFYALL FASTING STEM WALLS AT AND BETWEEN PILE lit&,051 CMeuAenS LEGAL DESCRIPTION TRU.FORCE UNDERPINNING BRACKET IS LIMITED TO 30 KIPS. NT XN LOCATS AREA THICK MINIMUM WITH T.S.•HEIGHT Survey.Perform. PINEHURST DIVE BLK 038 D-00- C.HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING,INC.,IN ACCORDANCE WITHRERFO0. (MEASURED DIMENSIONS BFTG TO MONO)MINIMUM.RI LOT 116 FRAC OF LOTS 4 PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART PARCEL gMENeKINe PROVIDED BrsxwdALSMICWNiV.NOT To SCALE. RBI CM..6r BMMIre 12-13-1415-1D8.29 TOW THAT PIN OF THE ASSEMBLY. RROVIDDBYSNESIDENCE ONMISH COIDNSMHNASTERIEK'I IPIBO..D.IRSBuIMIR60sF OF AOAMSST ADJ TO LOTS 11612 B.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. W MCP APPROXIMATED PER SNOHOMISH COUNTY OMRSS TOMS.NOT TO BE EaSIIO Noun.2.851 SF. TEVACB0 N01169 REC 4)d9 EC NO 208115159 1{ USED FOR LEGAL Bldg BFIIa BF•Ia,NL- D Z',YBI uRFxlsTBG STRucTLnEscNPOACENN PARCELS NOT EBREABILLEJS FOWNER OWLER ADDRESS sRESBSSOWN FOR S 252 MONMARGARETOEAVE, 10.REULESSIVII NOT EWRI INSTALLED TO AMNIMIAH EMBEDMENT OP 6'V OR IIMIL I,ICerlWerwmNmeHUIMIeMAe. EVERETT.WA MO. I$- REFusu,wRCHEVERIssHALLMVER. EVERkTT,WA 98203 •.PPSOOES A Z W ADVANCEMENT OF THE PILE SNAIL CONTINUE UNTIL A WORKING PRESSURE IS AI O O ACHIEVED TO PROWDE THE SPECIFIED MINIMUM VERTM.AL G RAMTY NUN',SAFETY I V 'I I 4A*1 °''. FA ADVANCEMENT SHALL BE HALTED IMMEDIATELY IF (E)DECK } J 11E STRUCTURE REOIN6TOIXPERIENce UPLIFT FLEXNRE 13' , 1'�' 4 `IS afii r---10- -A— —,iiii • (./DECK OVERALL PARCEL PLAN �•, y„„1atrt _ I AI m tE ,y I • }? ; LEI STRUCTURE i 911E PLAN Q> 14' Play iS -R AI i 1pr � r.—•—.—. ;- Ass r IN li -k } 4RESIDENCEI SE i/ 2521 MONROE AVE r`. tad( .o- 2521 MONROE AVE 4 / � 9 u EVERETTWA95203 la I EVERETT,WA 98203 N „'�lJy ----- ------ I I %�/A_ I 52103199XR I S I. Lr ig' ! na•T -• ----�----�..i JT K I m m a ,8 - --M�P 1 �, - MRT - ,D1 ., �o� - I I ! I I€ •II ' '' mM • i I I i 4/30/2021 ---' I R&R LEVEL SUIRVEYj I I F See Structural Calculation Package for Additional Requirements iii I I I it11 F SITE PLAN LEGEND , I I j 1 EXISTING RESIDENCE STRUCTURE I I EXISTING ADJACENT STRUCTURE I I I i IPSDPeIry LI ___ AREA OF PROPOSED WORK ^,*^-•, ••^a-•'.r- .A"\ ...r-...m-..,.-...,.-w..M- I • PROPERTY LINE j CONCUR AVE\ - ---- ----- AREA OF WORK ---- APPROXIMATE DIMENSION I l ILA 15'_U�� - N.- i o 0 k FY 11'0" 'F" t,, < N NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. k 21-0" SITE PLAN CL (1) 123