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s.i <br /> GENERAL NOTES <br /> CODE <br /> DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE(I.R.C.) <br /> ADULT FAMILY HOME <br /> A DWELLING,LICENSED BY THE STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES, <br /> IN WHICH A PERSON OR PERSONS PROVIDE PERSONAL CARE,SPECIAL CARE,ROOM AND BOARD TO MORE <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 <br /> SERVICES IN ACCORDANCE WITH RCW 70.128.066. <br /> FOUNDATIONS <br /> EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY OF 1500 PSF.ALL <br /> EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6'BELOW ADJACENT EXTERIOR FINISHED GRADE. <br /> CAST-IN-PLACE CONCRETE <br /> F'c=3,000 PSI @ 28 DAYS.MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A <br /> MAXIMUM OF 6-314 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 M <br /> SIZED AGGREGATES IS 1-1/2 INCHES.MAXIMUM SLUMP IS 4INCHES.ALL REINFORCING STEEL DOWELS, Q <br /> ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. (V <br /> ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE%'DIAMETER WITH 00 <br /> 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS <br /> NOTED OTHERWISE ON THE PLANS.MINIMUM 2 BOLTS PER SILL PLATE PIECE.ONE BOLT TO BE PLACED <br /> WITHIN 61NCHES OF EACH END OF THE SILL PLATE. C/)j <br /> CARPENTRY =�! <br /> ALL GRADES SHALL CONFORM TO W WPA GRADING RULES FOR WESTERN LUMBER,LATEST EDITION. Z <br /> PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD.ALL WOOD IN CONTACT It <br /> ® - WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE.FASTENERS O w <br /> INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER I.R.C-SECTION Q <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 C__) Q LU <br /> ® ® STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: O <br /> JNW <br /> 2x STUDS HEM-FIR#2 Fb=850 PSI <br /> 2X FLOOR&ROOF JOIST HEM-FIR#2 Fb=850 PSI <br /> 4z BEAMS DOUG-FIR/LARCH#2-Fb=875 PSI y <br /> 6z BEAMS DOUG-FIRMRCH#2-Fb=850 PSI \ <br /> COLUMNS M -DOUG-FIRRCH#2Fb=875 PSI o LL <br /> LUMBER NOT NOTED DOUG-FIRILARCH#2-Fb=850 PSI zi!p p <br /> .. .. - <br /> MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY.ALL HANGERS SHALL BE FASTENEDc z u <br /> TO WOOD WITH PROPER NAILS ALL HOLES SHALL BE NAILED MACHINE BOLTS TO BE A 307 ANCHOR <br /> BOLTS INTO CONCRETE SHALL BE%'DIAMETER WITH 71NCHES OF EMBEDMEND INTO CONCRETE UNLESS Oa <br /> .. <br /> ... .... . ...... ., .• .. .. ER 621N LAMINATED STUDS <br /> NOTED OTHERWISE ON THE PLANS.ALL NAILS SHALL BE COMMON WIRE NAILS.NAILING SHALL BE IN z R <br /> .. . .. . ........::.' .. .. .,.... .. . .. .. ... .. SHALL BE NAILED WITH <br /> ()ROWS 16d COMMON NAIL � O.C. <br /> • ,• i z z ACCORDANCE WITH I.B.C.SCHEDULE.16d COMMON NAIL DIAMETER-0.1 INCH).LA y N <br /> H2 R S 6' � <br /> t f f w p <br /> FLOOR SHEATHING <br /> SHEATHING SHALL BE'Y INCH TONGUE&GROOVE,A.P.A.RATED SHEATHING.SPAN RATING%WITH y <br /> LONG DIMENSION PERPENDICULAR TO SUPPORTS.UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON , i a o¢o i <br /> NAILS AT 61NCHES ON CENTER A7 SUPPORTED PANEL EDGES a 10 INCHES ON CENTER A7 INTERMEDIATE m <br /> SUPPORTS.THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE <br /> JOINTS WITH AN APPROVED ADHESIVE. i u `fi $ <br /> u a 8 r <br /> ROOF SHEATHING E s a E g <br /> -o a a' <br /> SHEATHING SHALL BE�/,s a A.P.A.RATED SHEATHING.SPAN RATING'A,.INSTALLED WITH LONG DIMENSION � <br /> ACROSS SUPPORTS.PANEL END JOINTS SHALL OCCUR AT SUPPORTS.NAIL PANEL EDGES WITH 8d NAILS <br /> AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. } <br /> J_ <br /> WALL SHEATHING cC <br /> SHEATHING TO BE%"A.P.A.RATED SHEATHING.SPAN RATING%.PANEL END JOINTS SHALL OCCUR AT G <br /> I ®mil T G I T I ®I SUPPORTS.NAIL PANEL EDGES NAILS AT W INCHES ON CENTER AND 10 INCHES ON CENTER AT Q <br /> INTERMEDIATE SUPPORTS UNLESSSS NOTED <br /> ED OTHERWISE ON THE DRAWINGS, LL. <br /> PROPOSED INTERIOR ALTERATION REINFORCEMENT J <br /> fy=40,000 PSI FOR#5&SMALLER Q <br /> fy=60,000 PSI FOR#5&LARGER Q <br /> NOTE:ALL BOLTS,WASHERS,NAILS,SCREWS,HANGERS AND FRAMING STRAPS THAT COME INTO Q <br /> ��/p��'�I�\� CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED STEEL. W <br /> QR I E ._C__-_. ~0 <br /> Additional Pei Are Required tom` i='�/ `ry!i WALL NOTES: d <br /> HARGETT MARIANNE A For This Project To include: I NAIL SPACING o O <br /> NEW 2X6 NAIL TOPIBOTTOM nd�IX <br /> 250g 74TH 5T SE, EXTERIOR WALL SIZE EDGES STUDS PLATE IZ n. <br /> EVERETT, WA g8205 © Plumbing [1 Sprinkler <br /> © Mechanical ❑Flre Alarm APPROVED <br /> [] Electrical Office of Community,Planning 6 Economic Development 1. 3'16 A.PA.RATED PLYWOOD OR ORIENTATED STRAND BOARD(O.S.B.) Document date: <br /> PLANNING DEPARTMENT ON ONE SIDE OF WALL.NAILS SHALL BE Ed COMMON(0.131' <br /> `/�'� ADDRESS <br /> DIAMETER). <br /> SITE / D a/ �E: DATE: 2' ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING.INSTALL <br /> PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR <br /> A.P.A.RATED SHEATHING,GYPSUM SHEAR WALLS SHALL BE Revlelone: <br /> INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY.SPACE NAILS <br /> 250g 74TH 5T , This approval only applies to @ 12 INCHES ON CENTER @ INTERMEDIATE SUPPORTS. Lv` <br /> PP Y PP 3. %"DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A <br /> EVERETT, WA g8205 the work being performed under MAXIMUM OF 24 INCHES ON CENTER.WASHERS TO BE GALVANIZED <br /> Permit#A 24 n 5-Ina OR STAINLESS STEEL. JUN 2 4 2024 <br /> 4. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES,SPACING, <br /> and does not recognize any PLATE&NAILING ETC. C Y OF E VERE t <br /> F /` R� L I � N O. existing structure that may not <br /> l� armit sorvica$ <br /> meet zoning Code. INDEX OF DRAWINGS <br /> 003g8700200402 SHEET# DESCRIPTION <br /> EV,:.RETT FIRE DEPT.REVIEW <br /> PPROVED AO SITE PLAN <br /> ❑dPPROVED WITH CHANGES NOTED <br /> ❑RF.VISEAND RESUBMIT Al COVERSHEET <br /> 0 REJECTEO: jn <br /> ❑SEE ATTACHED CHECKLIST/HANDOUT 1S-UT A2 ALTERATION 2018 WSEC&AFH NOTES VZ <br /> The issuance of a permit shall not A3 FASTENING SCHEDULE g <br /> be construed as authority to violate, <br /> cancel or set aside any provision of <br /> the Everett Fire Code or other A4 DETAIL SHEETS u,_ <br /> applicable regulations or laws.The Z <br /> issuance of a Permit based on A5 EXISTING FLOOR PLAN o Q <br /> construction documents and other <br /> data shall not prevent the Fire Code A6 EXISTING ELEVATIONS Cffical from requiring the Correction <br /> of errors. A7 PROPOSED MAIN FLOOR PLAN&RAMP PLAN <br /> a <br /> A8 PROPOSED ELEVATIONS,DECK PLAN,FRAMING&FOUNDATION, A <br /> BUILDING SECTION <br /> 7A5 <br /> 240024 <br />