1011 TEMPLE DR 2022-01-13 - Laserfiche WebLink

Protect Description Height Calculations SITE PLAN LEGEND PILE SPACING&LOAD REQUIREMENTS TABLE Foundation Stabilization/Jacking Survey not performed. MAX O.C.SPACING,ft MIN VERTICAL CAPACITY,kips PROOF TESTING LOAD,kips 1011 TEMPLE DR i 0 EXISTING RESIDENCE STRUCTURE PILE PILE TYPE 200%MIN VERTICAL CAPACITY LOCATION fp^ EVERETT,WA 98201 Lot Coverage by Building eTWN►IL[s END OFFSET ALLOWABLE LOADING (MIN ULTIMATE CAPACITY) N EXISTING ADJACENT STRUCTURE TYP HEDGL 6'O PER PLAN 9.0 k/PILE 33Ak/PRE TYP EXTERIOR '• ,°" Lot Sze=use acres 6 HELICAL N/A N/A 220 k/PILE , S4.0 k/PILE CHIMNEY Legal Description Existing House=2,366 SF' - AREA OF PROPOSED WORK TERRACE ADD TO EVERETT BLK Bldg SF/Lot SF=20.9%' tiou` 004 D-00-LOT 1 t • PROPERTY LINE a.MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED ay THE PILE Impervious Area MANUFACTURER.THE MINIMUM INSTALLATION TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING -- APPROXIMATE DIMENSION CAPACTY LOADING.INCLUDING A SAFETY FACTOR NO LESS THAN 2,THE MAXIMUM INSTALLATION TORQUE SHALL NOT Parcel Tax I.D.No. Note:Im evhus area to remain uncha,,,.e,H EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY.MAXIMUM pf ngBd INSTALLATION TORQUE RATING OF 8,300FT'LBS FOR A 242 INCH DIAMETER HELICAL PILE WITH 0203 INCH SHAFT WALL 00596200400100 'approximate THICKNESS b.FOR HELICAL PILES,ER IDEAL GROUP DWG NO:2]aTFG,THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 TIC _________ 750. PROPERTYLINE_ •_______________ TRU-FORCEUNDERPINNINGBRACKETISLIMITEOT030 KIPS. • 121'-0"' I B.PIEORANCHORLIOADS NOTMANUFACTURED MAXIMUM MANUFACTURING,DETERMINESESR-THE BY THE MANUFACTURER FOR ANY PART OF ASSEMBLY. 1 1 t 00598200400100 4 i e.MAXIMUM ON-CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN. LOLI i PARCEL NO. 2. iN LEGAL DESCRIPTION SITE NOTES tD Z F TERRACE ADD TO EVERETT ELK 004 _54D-0-LOT1 },4. ,r' 26'-9" .I! 39'-6" I I.VERIFY ALL DIMENSIONS ON SITE. _ 1 I OWNER NAME a ADDRESS i 2.FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL _ CRISP AROMAS B/JEANNE 1011 TEMPLE DR,EVERETT,WA 98201 I 3.PER REJI REFER TOS LEVEL CALCULATIONS PACKAGE DATEDJAMNUARY 1eTN, Z O I I I I 2021,FOR ADDITIONAL INFORMATION,SPECIFICATIONS,AND REQUIREMENTS. 4.LEVEL SURVEY PER RAR REPAIR PLAN DATED NOVEMBER 19TH,2020,REFER _J TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS AND _ ""--""^«— ram. i q ! ADDITIONAL REQUIREMENTS FOR REPAIR PLAN.1. — _ _ 5. PARCEL DIMENSIONS PROVIDED BY SNOHOSH COUNTY.NOT TO SCALE. wAv"—" — �" +—w._ "—nm_ � MI I PROPERTY LINE AND RESIDENCE LOCATING DIMENSIONS(WITH ASTERISK,') .I I APPROXIMATED PER SNOHOMISH COUNTY GIS MAPPING TOOLS.NOT TO BE 1 USED FOR LEGAL S. 1 I I.SITE FEATURES AND EX�TNO STRUCTURES ON ADJACENT PARCELS NOT '`./ I \ 1 SHOWN FOR CLARITY. I PRIMARV 9 I NI ACCESS ICI I D O I 7 Y ', I� } -12'-0" REIDENCE 019 TEMPLE DR —T_ETT WA98201 J ,.. .,2._(EIDECK IN I I i O I /i I § I A I C/ 1011 TEMPLE DR 1 I 1 D EVERETT,WA TEMPLE DR i ACCE SAY_ E� i I I sI y 98201 / i11'-0"—k{ DS201123-4XR 1 SZT }` 38'-9" IV MRT 44'-0" �„ / AREA OF WORK i D O a ro� 1/1 ,,,� IA 0 ro rac _.--- -- X '' Mk\ PROPERTY LINE 13 Q Ci .tt, Qzx§ Mr' b�, f 19 . ° QQ=M E. I TEMPLE DR / 1 ?). ii A I 11 I _.»„a—,µ."—" — ,arm m .�..,L, —,m—u"u—aw,Law xn—,wm,—,au—•me"—a"w—,^"a" c ti7 S A L....—..�--..'_...—„.-------- — — —.�-.w-.r—. R&RLEVELSURVEY Z See Structural Calculation Package for Additional Requirements TM 0_ I3 NOTE:THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS. SITE PLAN IL~ w 2