2132 HIGHLAND AVE 2023 Plans 2025-06-30

JOEY D 51 N GENERAL NOTES CODE DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE(I.R.C.) ADULT FAMILY HOME A DWELLING,LICENSED BY THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES, IN WHICH A PERSON OR PERSONS PROVIDE PERSONAL CARE,SPECIAL CARE,ROOM AND BOARD TO MORE THAN ONE BUT NOT MORE THAN SIX ADULTS WHO ARE NOT RELATED BY BLOOD OR MARRIAGE TO THE PERSON OR PERSONS PROVIDING THE SERVICES.AN EXISTING ADULT FAMILY HOME MAY PROVIDE SERVICES TO UP TO EIGHT ADULTS UPON APPROVAL FROM THE DEPARTMENT OF SOCIAL AND HEALTH SERVICES IN ACCORDANCE WITH RCW 70.128.066. FOUNDATIONS EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY OF 1500 PSF.ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF V-6"BELOW ADJACENT EXTERIOR FINISHED GRADE. I.—N CAST-IN-PLACE CONCRETE fn cc) F'c=3,000 PSI @ 28 DAYS.MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A 0 MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94#SACK OF CEMENT.NO SPECIAL INSPECTION REQUIRED. TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT.MAXIMUM SIZED AGGREGATES IS 1-1/2 INCHES.MAXIMUM SLUMP IS 4INCHES.ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE%"DIAMETER WITH ln 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS z V NOTED OTHERWISE ON THE PLANS.MINIMUM 2 BOLTS PER SILL PLATE PIECE.ONE BOLT TO BE PLACED 0 W WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. — --- - - - — — W Q (V - — CARPENTRY U M> ALL GRADES SHALL CONFORM TO W WPA GRADING RULES FOR WESTERN LUMBER,LATEST EDITION. O N W PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD.ALL WOOD IN CONTACT --------- - - -- - WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE.FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER I.R.C.SECTION --- - - - - R319.3.NAILING SHALL CONFORM WITH I.R.C.TABLE R602.3(1)&R802.10 OR I.B.C.TABLE 2304.9.1.ALL '--'— --_-- STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2x STUDS HEM-FIR#2 ---Fb=850 PSI 2x FLOOR&ROOF JOIST HEM-FIR#2-----Fb=850 PSI 4x BEAMS DOUG-FIR/LARCH#2---Fb=875 PSI ------- --- 6x BEAMS DOUG-FIR/LARCH#2---Fb=850 PSI COLUMNS DOUG-FIR/LARCH#2---Fb=875 PSI LUMBER NOT NOTED DOUG FIR/LARCH#2 Fb"850 PSI MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY.ALL HANGERS SHALL BE FASTENED - TO WOOD WITH PROPER NAILS ALL HOLES SHALL 8E NAILED MACHINE BOLTS TO BE A-307 ANCHOR BOLTS INTO CONCRETE SHALL BE%"DIAMETER WITH 7 INCHES OF EMBEDMEND INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS.ALL NAILS SHALL BE COMMON WIRE NAILS.NAILING SHALL BE IN ACCORDANCE WITH I.B.C.SCHEDULE.ifid COMMON NAIL DIAMETER-(0.162 INCH).LAMINATED STUDS SHALL BE NAILED WITH(2)ROWS ifid COMMON NAILS @ 6"O.C. FLOOR SHEATHING W SHEATHING SHALL BE Y4 INCH TONGUE&GROOVE,A.P.A.RATED SHEATHING.SPAN RATING 4%4 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS.UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON O NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES&10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS.THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. } J ROOF SHEATHING SHEATHING SHALL BE%'A.P.A.RATED SHEATHING.SPAN RATING 3Ye INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS.PANEL END JOINTS SHALL OCCUR AT SUPPORTS.NAIL PANEL EDGES WITH Bd NAILS AT 41NCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. ILL WALL SHEATHING J `/��'� 7#�� 7#�� I��tI SHEATHING TO BE%s"A.P.A.RATED SHEATHING.SPAN RATING�%.PANEL END JOINTS SHALL OCCUR AT D RO,I E G T D E S G 1 �I I T I O I � SUPPORTS.NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. Q 0 PROPOSED GARAGE CONVERSION INTO REINFORCEMENT W NEW LIVING DINING KITCHEN, STAFFROOM AND A y=40,000 PSI FOR#5&SMALLER 0 I y=60,000 PSI FOR#6&LARGER U Q BATH AND MAIN FLOOR INTERIOR ALTERATION 'TD GI`��re �� GUD�II�Y" Wltl�'1 t}dw�ai w n- NOTE:ALL BOLTS,WASHERS,NAILS,SCREWS,HANGERS AND FRAMING STRAPS THAT COME INTO CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED STEEL. 6 O OI�N INDEX OF DRAWINGS ALI SEID MOHAMMED SHEET# DESCRIPTION o«.m.e aa1e: 2152 HIGHLAND ST EVERETT, WA - C15201 AO SITE PLAN Al COVERSHEET IUI� �wC17-7 j} SITE ADDRESS A2 2018 ALTERATION WSEC,2018 WSEC,AFH NOTES flJnl(1 V 12 2023 U A3 FASTENING SCHEDULE&DETAILS CIT OF EVERETT 2152 HIGHLAND 5T Pe Trit Services EVERETT, WA - C18201 A41 DETAIL SHEET A5 EXISTING FLOOR PLAN GEL I A6 EXISTING ELEVATIONS 0 rAPPROVED Tf FIRE DEPT.REVIEW W 00453445303100 VED A7 PROPOSED MAIN FLOOR PLAN WITH CHANGES NOTED AND RESUBMIT A8 PROPOSED LOWER FLOOR AND MAIN FLOOR FRAMING PLANED: �_ACHED CHECKLIST/HANDOUT A9 PROPOSED ROOF FRAMING PLAN,BUILDING SECTION AND RAMP PLAN 0 nce of a permit shall not A10 PROPOSED ELEVATIONS construed as authority to violate, E,VERc--- cancel or set aside any provision of 0 _ the Everett Fire Code or otherOff c-,�rcf)'i'� �;•'.��:fi. applicable regulations or laws.The W w -' issuance of a permit based on z /� dZ con J struction documents and other J 4 r• �4r �✓l /I // data shall not prevent the Fire Code CD Q / JOUL-Qyct}�� ppSfi slnm�•(et �G ��• ofeOfflrrorsrom requiring the Correction V r Permit#: 82311-028 ROLLED PLANS U.l•f 7 A- I-A I e: - �3 Soe Address: 2132 HIGHLAND AVE A -- APPROVED Owner: _Val SEID MOHAMMED '�••�r` Office of Community,Planning&Economic Development Tenant: l/ PLANNING DEPARTMENT App.Date: RESIDENTIAL I O C/� /yI V I C PermitTYPe: RESIDENTIAL BUILDING Y L l/ r t DATE: Y3 Subtype: NaNam 77'-,l1 -BAD[J)(,y�q,?C.AI�LI�'�•-N W� �CI.J 76' 8 O(.c(� 5"exA O✓�I? r[� Description: TI GARAGE CONVERSION INTO LIVING RM, �G{vit ll( }-b( :s ✓ltuv-Pi IIU�✓��J✓2 KITCHEN,BATH,STAFFRM Pf f\ 230031 V Reviewed 8Y: r Date: �LDW e Set _Job Site Set