2227 GRAND AVE 2022 Plans 2025-09-11

A-: _.*;1:-1=in Pe,-,TitsAre Required MULLENGARAGECONCRETE-ENGAGED1-1•.«. nrr+ =r+ T,) incIllidp- Esc., I I A KI 2 Q. 2Q23 01 P v iett.i Wi a ii\ Ba-_ _- UU ARr}iT-_-_-LOEstBi 4 IO''''�"i`� r' GENERAL NOTES (INSPECTED AT FOOTINGS) PROJWvT QjFVE,C TT 5S1ffi�TES,P Sxhmzsh,WA. 425-Ml-7731 iSam Permit DIVISION 1:GENERAL REQUIREMENTS ARCHITECT: ARCHITECTURAL DESIGN ASSOCIATES,P.S. PROJECT SHALL CONFORM TO 2018 EDITION OF THE I.R.C.AND ALLTC DIVISION 8:OPENINGS JAMES THOMAS,ARCHITECT Q ES HAVING 1.PROVIDE PERMANENTLY MARKED SAFTY GLAZING AT THE FOLLOWING LOCATIONS: JURISDICTION. NOT BEEN APPROVED FO n� a. IN ANY OPERABLE DOORS,SWINGING OR SLIDING. 5128 171STAVE SE , DESIGN CRITERIA:(UNLESS NOTED OTHERWISE:) ISSUANCE OF PUBLIC WORKS, ROOF 40 psf(16DL+25LL) 2.ALL PENETRATIONS THROUGH FLOORS OR CEILING SHALL BE CAULKED AND SEALED. SNOHOMISH,WA 98290 `�< FLOOR 50 psf(10DL+40LL) MECHANICAL, FIRE SUPPRESSION, 3.EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A SUbJ@Ct TO Field I I1S Q��#IQ' PH:(425)681-7731 EXT ^ .DECKS 60psf(NODE+SOLE) LF4WSAANY L OR PLUMBING PERMITS. AS TO MAKE THEM WATERPROOF jthomas.arch.design65@gmail.com ALL EXISTING DIMENSION AND CONDITIONS SHALL BE FIE ARCHITECT IMMEDIATELY. DISCREPANCIES SHALL BE REPORTED TO 4.CRAWL SPACE SHALL HAVE A 24"x18"MIN. Thor p'ms se the 3.DO NOT SCALE DRAWINGS.MANY COMPONENTS AND RELATIONSHIPS ARE DIAGRAMMATIC AND DO NOT YIELD DIVISION 26: ELECTRICAL CLIENT/OWNERS :TAKAKI CARLENE AKEMI/MULLEN ACCURATE DIMENSIONS. 1.ALL ELECTRICAL TO CONFORM TO THE 2018 NATIONAL ELECTRICAL CODE. CfARCHnirnDAL JOHN GARYAKEMI/MULLEN DMGNASMATe, PS aty plw--thx Co DIVISION 2:EXISTING CONDITIONS Y 2227 GRAND AVE.,EVERET I,WA.98201 mt bow anarchtr��s 1.CONTRACTOR SHALL VERIFY ALL EXISTING CONIDTIONS AND DIMENSIONS PRIOR TO CONSTRUC IOfJ.ARCHITECT it is owners responsibilit. 10 0114blis a ilk ��h�e PH:(937)238 4666 k*nw�SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES,OMISSIONS OR IRRGULARITIES, propertyr ii�0. mpa6-4-W be mullenable@gmail.com �Of CWrft DIVISION 3:CONCRETE 1.ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH BEARING CAPACITY OF 1,500 PSF MIN. PROPERTY INFORMATION SWPPP ENGINEER: BRL SERVICES,LLC. x 2.EXTERIOR FOOTINGS SHALL BEAR ON NON ORGANIC UNDISTURBED SOIL,A MINIMUM OF V-6"BELOW GRADE. Z221 EVEVICE AVE.' 2O3 Z 3.CONCRETE SHALL BE FC=2500 psi w/A MINIMUM 5 1/2"SACKS PER CUBIC YARD MIX. LIJ _ 4.REINFORCING STEEL SHALL BE ASTM A-615,GRADE EVERETT,WA.98201 40-#4,GRADE O -N OR LARGER. PROPERTY OWNERS PH: 425 -268-4393 = LU 5.COVER REINFORCING STEEL WITH 1 N OF CONCRETE. 3"WHEN POURED IN DIRECT CONTACT WT H EARTH. THE hfULLEN FAIttLY IF BUILDING IS NOT POSITIONED AS Brian@brl servicesllc.com Ln J b.VERIFY THAT FOUNDATION VENTS DO NOT INTERFERE WITH STRUCTURAL HARDWARE OR SYSTE`�1S. INDICATED ON APPROVED SITE PLAN, DIVISION 6:WOOD,PLASTICS AND COMPOSITES APN 00439148201400ANEW SITE PLAN SHALL BE SUI:NI;- � 1.DEFERRED SUBMITTAL FOR TRUSSES SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL STRUCTURAL ENGINEER MITCHELL ENGINEERING,INC. p 2.ALL SCALED TRUSS DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER OF RECORD PRIOR TO SUBMITTAL TO THE PROPERTY ADDRESS i ED. NO FURTHER INSPECTIONS VE L MIKE MITCHELL,P.E. JURISDICTION FOR THEIR REVIEW AND APPROVAL 2227 GRAND AVE.,EVERETr 9s20iyE D,.rAL E ON THIS PRO i ECT UNTIL TIaL 7821 168TH AVE.,N.E. 3.ALL LUMBER SHALL BE PER WWPA STANDARDS: JOISTS&RAFTERSHFN2 OR BETTER PROPERTY AREA ;REVISED SITE PLAN HAS BEEN AP,PR0` - SAWN BEAMS HFY2 OR BETTER REDMOND,WA.98052 GLULAM BEAMS 16f or 24f-V4 per plans Roof trusses to be :fe:sigriad 0.1 ACRES=4,3555.F. D' BY TF�F 1j�jI�ili3�` �_� 3�r-S PH:(425)747-1500 MICROLAMS 1.9E and drawing prepared by DEPTS. mitchelengine-ednginc@comcast.net PARALLAMS 2.0E a State licensed structurgl COLUMNS HFIORBETTER engineer. 2.TRUSSES SHALL BE DESIGNED BY A LICENSED WASHINGTON STATE ENGINEER. 3.WOOD IN DIRECT CONTACT WITH EARTH OR MASONRY SHALL BE PRESSURE TREATED. PROJECT DIRECTORY DRAWING INDEX 4.EXTERIOR DECKS SHALL BE CONSTRUCTED OF PRESSURE TREATED OR DECAY RESISTANT WOOD. S.PROVIDE SOLID FIRE BLOCKING AT STUDS OVER 10',ROOF/WALL INTERSECTIONS. 6.ALL NAILING TO BE PER ENGINEER'S NOTES OR PER 2018 I.R.C. r 7.ALL STRUCTURAL PANEL COMPONENTS,WITHIN THE CONDITIONED SPACE,SUCH AS PLYWOOD,PARTICLE BOARD,WAFER BOARD SCOPE OF WORK NEW SING LE FAMILY RESIDENCE GARAGE TITLE Lu l3 AND O.S.B.SHALL BE IDENTIFIED AS"EXPOSURE I^OR"EXTERIOR". : 8.HANDRAILS TO BE 1 1/2"TO 2".PLACED 1 1/2"FROM WALL&34"-36"ABOVE TREAD NOSING,RETURN TO WALL.HANDRAILS TO TO.1 TITLE SHEETrDRAWING INDEX Cal � EXTEND 12"BEYOND TOP AND BOTTOM OF STAIR TREAD. 9.GUARDRAILS SHALL BE 36"ABOVE FLOOR IN ALL RESIDENTIAL OCCUPANCIES, u 10.GUARDRAILS SHALL BE CONSTRUCTED SO THAT A 4"DIA.SPHERE CANNOT PASS THROUGH INTER zMEDIATE MEMBER. SQUARE FOOTAGE 11.GLAZING IN GUARDRAILS SHALL BE OF SAFETY GLAZING. ARCHITECTURAL o LU o TOTAL GARAGE AREA GARAGE....................... 400 S.F. SP-1 SITE PLAN o - -- CJU [2 STAIRS................................................................... 5 NORTH A1.10 EAST(ALLEY)E ELEVATION - - LOT SIZE=4,356 S.F. A1.2 WEST(REAR)ELEVATION APR 14 2 23 SLOT COVERAGE= 475 /4359=11 % A1.3 SOUTH(LEFT)ELEVATION A2.1 MAIN FLOOR PLAN - CITY OF lE VEI ETT OCCUPANCY GROUP: R-3 A3.1 FOUNDATION PLAN&MAIN FLOOOR FRAMING PLAN Permit#: B2209-039 Permit Services A3.2 ROOF FRAMING PLA -Site Address: 2227 GRAND AVE CONSTRUCTION TYPE: VB STRUCTURAL Owner: TAKAKI CARLENE A/MULLEN GARY J S1.0 STRUCTURAL NOTES & SHEAR WALLS 1-12-2023 Tenant: APPROVED This property is deemed historic and subject S1.1 STRUCTURAL DETAILS 9-9-2022 App. Date: 9/20/2022 1 S1.2 STRUCTURAL DETAILS Office of Community, Planning 6 Economic Development io sr' Description: REPLACE GARAGE TO SFR ecial regulations.Any changes to approved S1.3 STRUCTURAL DETAILS s-1�zo22 Proposed Use: RES ALT PLANNING DEPARTMENT pians snall be reviewed by Planning. Contact S1.4 STRUCTURAL DETAILS � SUBMITTALS UNDER SEPARATE COVER: 2022-03 E: Z Zj .�-- NAM E:_ _ DATE: J ex! k�� at 425-757- �n iu=! 9 1.SWPPP REPORT i Reviewed By: Date: J 2.STRUCTURAL CALCULATIONS I T O■ 1 -;1�Office Set Job Site Set Fire/Planning Set ©===