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-_I• �.. 4 a <br />..-D-,• II•- <br />INSTALLATION <br />7E FF-RA Ei rASU $ 5E=1'E NE= E3IL N <br />6001 E ROAI�^�' AVER SE , <br />Es Y ERETT, DNA ':�a205 <br />6001 5ROAD^A"r AVE SE <br />R • <br />GENERAL NOTES <br />CODE <br />DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) <br />FOUNDATIONS <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. <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 6-3/4 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 <br />SIZED AGGREGATES IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL REINFORCING STEEL DOWELS, <br />ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. <br />ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE %" DIAMETER WITH <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 6 INCHES OF EACH END OF THE SILL PLATE. <br />CARPENTRY <br />ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. <br />PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT <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 />2x STUDS HEM -FIR #2-------- -- ---Fb = 850 PSI <br />2x FLOOR & ROOF JOIST HEM -FIR #2 ------------------- Fb = 850 PSI <br />4x BEAMS DOUG-FIR/LARCH #2--------- Fb = 875 PSI <br />6x BEAMS DOUG-FIR/LARCH #2---------- Fb = 850 PSI <br />COLUMNS DOUG-FIR/LARCH #2--------- Fb = 875 PSI <br />LUMBER NOT NOTED DOUG-FIR/LARCH #2----- — --- Fb = 850 PSI <br />MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY. ALL HANGERS SHALL BE FASTENED <br />TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR <br />BOLTS INTO CONCRETE SHALL BE s/" DIAMETER WITH 7 INCHES OF EMBEDMEND INTO CONCRETE UNLESS <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 - (0.162 INCH). LAMINATED STUDS <br />SHALL BE NAILED WITH (2) ROWS 16d COMMON NAILS @ 6" O.C. <br />FLOOR SHEATHING <br />SHEATHING SHALL BE % INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 49/24 WITH <br />LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON <br />NAILS AT 6 INCHES ON CENTER AT 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. <br />ROOF SHEATHING <br />SHEATHING SHALL BE A.P.A. RATED SHEATHING. SPAN RATING 33/16, 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 />WALL SHEATHING <br />SHEATHING TO BE %s' A.P.A. RATED SHEATHING. SPAN RATING 24/o. 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 <br />INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE, DRAWINGS. <br />REINFORCEMENT <br />fy = 40,000 PSI FOR #5 & SMALLER <br />fy = 60,000 PSI FOR #6 & LARGER <br />NOTE: ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO <br />CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT -DIPPED GALVANIZED STEEL. <br />WALL NOTES: <br />NAIL SPACING <br />TOP/BOTTOM <br />NEW 2X6 <br />NAIL <br />EXTERIOR WALL <br />SIZE <br />EDGES <br />STUDS <br />PLATE <br />8d <br />6" <br />12" <br />6" <br />1. Y16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) <br />ON ONE SIDE OF WALL. NAILS SHALL BE 8d COMMON (0.131" <br />DIAMETER). <br />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 <br />INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS <br />@ 12 INCHES ON CENTER @ INTERMEDIATE SUPPORTS. <br />3. %" DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A <br />MAXIMUM OF 24 INCHES ON CENTER. WASHERS TO BE GALVANIZED <br />OR STAINLESS STEEL. <br />4. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING, <br />PLATE & NAILING ETC. <br />INDEX OF DRAWINGS <br />SHEET # DESCRIPTION <br />AO <br />SITE PLAN <br />Al <br />COVERSHEET <br />A2 <br />EXISTING LOWER FLOUR AND MAIN FLOOR <br />A3 <br />PROPOSED MAIN FLOOR <br />APPROVED <br />Office of Community, Planning 8 Economic Development <br />PLANNING DEPARTMENT <br />DATE: <br />Permit #: <br />B2203-004 <br />Site Address: <br />6001 BROADWAY <br />Owner: <br />TEFERA EYASU & BEYENE BILEN <br />Tenant: <br />[TenNamej <br />App. Date: <br />3/1/2022 <br />Proposed Use: RESIDENTIAL ALTERATIONS <br />Description: <br />CHANGE (3) BEDROOM DOORS, ADD <br />SHOWER & TOILET GRAB BARS <br />Reviewed By: Date: <br />_Office Set Jab Site Set Fire/Planning Set <br />t 0711 u.i'o <br />ar � <br />( j <br />eF <br />'1 M 11 r IN <br />�i� lys <br />, r <br />joeydesignLLC@gmail.com <br />W <br />Q <br />o <br />r <br />W <br />�-� <br />0 <br />> <br />O <br />_J <br />(0 <br />W <br />Document date: <br />Revisions: <br />z <br />W <br />U) <br />�I <br />'Q <br />m <br />� <br />W <br />W <br />Z <br />W <br />W <br />W�,�x <br />W <br />A 1 <br />OF A3 <br />