6001 BROADWAY 2024 Plans 2025-07-16

I o x GENERAL NOTES =J CIT`i =� 9� o CODE amo �m�mg DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE(I.R.C.) a o o a°d3 i<sof 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 $r N o a a o x 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. jt v a° 3 FOUNDATIONS E` " "a E z - EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY OF 1500 PSF.ALL a 0 A EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF V-6"BELOW ADJACENT EXTERIOR FINISHED GRADE. LU CAST-IN-PLACE CONCRETE U) F'c=3,000 PSI @ 28 DAYS.MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94#SACK OF CEMENT.NO SPECIAL INSPECTION REQUIRED. W TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT.MAXIMUM M SIZED AGGREGATES IS 1-1/2 INCHES.MAXIMUM SLUMP IS 4INCHES.ALL REINFORCING STEEL DOWELS, Q O ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. }IN ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE s%"DIAMETER WITH a 00 00 71NCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS `M NOTED OTHERWISE ON THE PLANS.MINIMUM 2 BOLTS PER SILL PLATE PIECE.ONE BOLT TO BE PLACED 5 WITHIN 61NCHES OF EACH END OF THE SILL PLATE. Q CARPENTRY Q ALL GRADES SHALL CONFORM TO W PA GRADING RULES FOR WESTERN LUMBER,LATEST EDITION. z O W PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD.ALL WOOD IN CONTACT O w LU WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE.FASTENERS F-- m INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER I.R.C.SECTION Q R319.3. Of NAILING SHALL CONFORM WITH I.R.C.TABLE R602.3(1)&R802.10 OR I.B.C.TABLE 2304.9.1.ALL W STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: O T7 2. 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 6. 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 .. ..: .. ALL MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY.ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. L HOLES SHALL BE NAILED.MACHINE BOLTS TO BE A-307.ANCHOR (� BOLTS INTO CONCRETE SHALL BE-e"DIAMETER WITH 7 INCHES OF EMBEDMEND INTO CONCRETE UNLESS l\1J ...:.. - NOTED OTHERWISE ON THE PLANS.ALL NAILS SHALL BE COMMON WIRE NAILS.NAILING SHALL BE IN ACCORDANCE WITH I.B.C.SCHEDULE.16d COMMON NAIL DIAMETER-(0.162 INCH).LAMINATED STUDS D SHALL BE NAILED WITH(2)ROWS 16d COMMON NAILS Q 6"O.C. AUG 19 024 FLOOR SHEATHING CITY OF El ERETT SHEATHING SHALL BE-/a INCH TONGUE B GROOVE,A.P.A.RATED SHEATHING.SPAN RATING°0/WITH permit Se vices LONG DIMENSION PERPENDICULAR TO SUPPORTS,UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 61NCHES 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. w ROOF SHEATHING O SHEATHING SHALL BE�r/s'A.P.A.RATED SHEATHING.SPAN RATING ems,INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS.PANEL END JOINTS SHALL OCCUR AT SUPPORTS.NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. J �`I I RBVISION PER WALL SHEATHING C I I V, � GORREGTION/COMMENT SHEATHING TO BE%s"A.P.A.RATED SHEATHING.SPAN RATING x%.PANEL END JOINTS SHALL OCCUR AT C IST BUILDING REVIEW SUPPORTS,NAIL PANEL EDGES WITH Bd NAILS AT 41NCHES ON CENTER AND 10 INCHES ON CENTER AT t< INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. PROPOSED GARAGE CONVERSION TO J Additional Permlts Are KBquirt FOUR BEDROOMS For This Project To Include REINFORCEMENT 0 fy=40,000 PSI FOR#5&SMALLER L Plumbing ❑Sprinkler ry=60,000 PSI FOR#6&LARGER Q Mechanical ❑Fire Alarm NOTE:ALL BOLTS,WASHERS,NAILS,SCREWS,HANGERS AND FRAMING STRAPS THAT COME INTO 0 O!p�R�E C-Electrical CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED STEEL. LLI TEPERA EYASU & SEYENE BILEN 0 6001 BROADWAY A�/E 5E , I` y��;; WALL NOTES: o o R:�vi l.'1!:-^ !-011 i'"'N1�;"' NAIL SPACING �w E\/ERETT, WA ala205 EXTERIOR WALL SIZE EDGES STUDS TOPP/IBOT OM 0 n_ BATE d 6" 12" 6" - 517 E A�� E S� ootumMt dote 1. '/a A.P.A.RATED PLYWOOD OR ORIENTATED STRAND BOARD(O.S.B.) ON ONE SIDE OF WALL.NAILS SHALL BE Bd COMMON(0.131" DIAMETER). 6001 BROADWAY AVE SE , 2. ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING.INSTALL - p, PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR Revisions: E VERETT, WA C15205 A.P.A.RATED SHEATHING,GYPSUM SHEAR WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY.SPACE NAILS 12 INCHES ON CENTER @INTERMEDIATE SUPPORTS. QI 3. 5%"DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A ate, y I RE MAXIMUM OF 24 INCHES ON CENTER.WASHERS TO BE GALVANIZED Imo/ STAINLESS STEEL.{lid® - 4. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES,SPACING, 28050500201400 PLATE&NAILING ETC. INDEX OF DRAWINGS SHEET# DESCRIPTION AO SITE PLAN 06 Al COVERSHEET Q W A2 2018 ALTERATION WSEC,2018 WSEC,AFH NOTES I j m A3 NAILING CHART AND GRAB BARS Q w ne�xZ A4 DETAIL SHEET Lu Lu zLL} A5 EXISTING FLOOR PLANS o H m A6 EXISTING ELEVATIONS A7 PROPOSED MAIN FLOOR Al A8 PROPOSED FRAMING PLAN AND ROOF PLAN A9 PROPOSED ELEVATIONS AND BUILDING SECTION Al