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JOEY <br /> D N <br /> GENERAL STRUCTURAL NOTES <br /> CODE <br /> DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE(I.R.C.) 0 <br /> N <br /> ADULT FAMILY HOME 00 <br /> A DWELLING,LICENSED BY THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES, (3) <br /> IN WHICH A PERSON OR PERSONS PROVIDE PERSONAL CARE,SPECIAL CARE,ROOM AND BOARD TO MORE Q <br /> THAN ONE BUT NOT MORE THAN SIX ADULTS WHO ARE NOT RELATED BY BLOOD OR MARRIAGE TO THE <br /> PERSON OR PERSONS PROVIDING THE SERVICES.AN EXISTING ADULT FAMILY HOME MAY PROVIDE <br /> SERVICES TO UP TO EIGHT ADULTS UPON APPROVAL FROM THE DEPARTMENT OF SOCIAL AND HEALTH 1 ' <br /> SERVICES IN ACCORDANCE WITH RCW 70.128.066. rr <br /> FOUNDATIONS W <br /> EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY OF 1500 PSF.ALL <br /> EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF V-6"BELOW ADJACENT EXTERIOR FINISHED GRADE, W <br /> CAST-IN-PLACE CONCRETE W <br /> Pp=3,000 PSI @ 28 DAYS.MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A <br /> MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94#SACK OF CEMENT.NO SPECIAL INSPECTION REQUIRED. : <br /> TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT.MAXIMUM W <br /> SIZED AGGREGATES IS 1-1/2 INCHES.MAXIMUM SLUMP IS 4INCHES.ALL REINFORCING STEEL DOWELS, > <br /> ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. Q ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE s%"DIAMETER WITH <br /> 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS Z <br /> NOTED OTHERWISE ON THE PLANS.MINIMUM 2 BOLTS PER SILL PLATE PIECE.ONE BOLT TO BE PLACED Q F- <br /> WITHIN 6INCHES OF EACH END OF THE SILL PLATE. F-- (O <br /> CARPENTRY Q <br /> ALL GRADES SHALL CONFORM TO W WPA GRADING RULES FOR WESTERN LUMBER,LATEST EDITION. Q N <br /> PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD.ALL WOOD IN CONTACT J <br /> WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE.FASTENERS <br /> ® INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER I.R.C.SECTION <br /> R319.3.NAILING SHALL CONFORM WITH I.R.C.TABLE R602.3(1)&R802.10 OR I.B.C.TABLE 2304.9.1.ALL <br /> STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: <br /> 2. <br /> STUDS HEM-FIR#2--------Fb=850 PSI <br /> C 2x FLOOR&ROOF JOIST HEM-FIR#2---—------—Fb=850 PSI <br /> 4x BEAMS DOUG-FIR/LARCH#2---------Fb=875 PSI <br /> 6x BEAMS Do <br /> #2------Fb=850 PSI <br /> COLUMNS Do G-FIR/LARCH#2----Fb=675 PSI <br /> LUMBER NOT NOTED DOUG-FIR/LARCH#2--------Fb=850 PSI <br /> .,.... .. .. ::' .: <br /> MISCELLANEOUS HANGERS 70 BE PROVIDED BY SIMPSON COMPANY.ALL HANGERS SHALL BE FASTENED <br /> 70 WOOD WITH PROPER NAILS,ALL HOLES SHALL BE NAILED.MACHINE BOLTS TO BE A-307.ANCHOR <br /> .. .. <br /> BOLTS INTO CONCRETE SHALL BE%"DIAMETER WITH 7 INCHES OF EMBEDMEND INTO CONCRETE UNLESS <br /> ..: .. <br /> NOTED OTHERWISE ON THE PLANS.ALL NAILS SHALL BE COMMON WIRE NAILS.NAILING SHALL BE IN <br /> .. ACCORDANCE WITH I.B.C.SCHEDULE.16d COMMON NAIL DIAMETER-(0.1621NCH).LAMINATED STUDS <br /> SHALL BE NAILED WITH(2)ROWS 16d COMMON NAILS(dJ 6"O.C. W <br /> FLOOR SHEATHING 2 <br /> SHEATHING SHALL BE%INCH TONGUE&GROOVE,A.P.A.RATED SHEATHING.SPAN RATING°%a WITH O <br /> LONG DIMENSION PERPENDICULAR TO SUPPORTS.UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON <br /> NAILS AT 6 INCHES ON CENTER A7 SUPPORTED PANEL EDGES&10 INCHES ON CENTER AT INTERMEDIATE } <br /> SUPPORTS.THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE <br /> JOINTS WITH AN APPROVED ADHESIVE. _J <br /> ROOF§HEATHING 2 <br /> ✓�."/O I I I '� I SHEATHING SHALL BE%s"A.P.A.RATED SHEATHING.SPAN RATINGS INSTALLED WITH LONG DIMENSION ILL <br /> ACROSS SUPPORTS.PANEL END JOINTS SHALL OCCUR AT SUPPORTS. <br /> .NAIL PANEL EDGES WITH Bd NAILS <br /> AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. J <br /> FROFOSED GARA( E GONVERSION INTO S WALL SHEATHING <br /> BEDROOMS AND INTERIOR ALTERATION SHEATHING TO BE%s"A.P.A.RATED SHEATHING.SPAN RATING°%.PANEL END JOINTS SHALL OCCUR AT <br /> SUPPORTS.NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT Q <br /> INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. Z <br /> REINFORCEMENT 0(� <br /> fy=40:10118I FOR#5&SMALLER Z <br /> E}YERJJU/SAIALEMMAIRD AND MIRAF MAIRD N=60,000PSIFOR#68LARGER v <br /> 120—I 6 TH AVE ms�}}aaW NOTE:ALL BOLTS,WASHERS,NAILS,SCREWS,HANGERS AND FRAMING STRAPS THAT COME INTO �W <br /> EVERETT, WA —IV203 CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED STEEL. 0 <br /> Of <br /> INDEX OF DRAWINGS 0_0 <br /> S 17E ADDRESS <br /> SHEET# DESCRIPTION <br /> 720`1 &TH AVE W Al COVERSHEET <br /> EVERETT, WA L18203 R-slope: <br /> A2 2018 ALTERATION WSEC,2018 WSEC,AFH NOTES Q—REIs.N DDE TD <br /> I A3 FASTENING SCHEDULE&BUILDING SECTION MAY 0 9 2024 <br /> aDl,al DATED <br /> F A RC E L ID A4 DETAIL SHEET CITY OE EVERET7 <br /> m l Services <br /> 00708000004400 A5 EXISTING FLOOR PLAN <br /> A6 PROPOSED MAIN FLOOR PLAN <br /> A7 PROPOSED FLOOR FRAMING PLAN,ROOF PLAN, <br /> EXISTING FRONT ELEVATION AND PROPOSED FRONT ELEVATION <br /> Q <br /> � Wg <br /> THESE DOCUMENTS HAVE NOT BEEN '� Q Q <br /> APPROVED FOR THE ISSUANCE OF ;T U <br /> PUBLIC WORK,MECHANICAL,FIRE .•.._...,;;as <br /> SUPPRESSION,ELECTRICAL OR W <br /> PLUMBING PERMITS Permit#: B2401-012 z W <br /> Site Address: 72096TH AVEW }Z <br /> Owner. EYE„RJ13�j}EjviM DAND MBAFMAIRD O W Q <br /> CITY OF EVERETT Tenant: ��soi' <br /> REVIEWED FOR PERMIT App.Date: 1/7/2024 <br /> Permit Type: ADULT FAMILY HOME BUILDING <br /> Subtype: CONVERT EXISTING RESIDENCE TO ADU LT <br /> FAMILY HOME <br /> All electrical,mechanical,plumbing Description: GARAGE VERSION TO CREATE AN AFH <br /> and framing installed/altered without Z � <br /> Permit,inspection,and a Reviewed By: ate: <br /> be uncovered for inspection.oval must �iPet _1ob Site Set <br /> 230041 <br />