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GENERA. NOTES <br />CODE <br />DESIGN IS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE (I.B.C.) <br />FOUNDATIONS <br />EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1;500 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) 8, IT802.10 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 %" 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 LB.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 4%4 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 />_WALL SHEATHING_ <br />SHEATHING TO BE �/,6' A.P.A. RATED SHEATHING. SPAN RATING 24/. 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 />RF__INFORCEMENT <br />_ <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 />NEW 2X6 WALL NAIL I I TOP/BOTTOM <br />SIZE I EDGES I STUDS PLATE <br />1. %6 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) ON ONE SIDE OF WALL. <br />NAILS SHALL BE 8d COMMON (0.131" DIAMETER). <br />2. ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING. INSTALL PANELS EITHEIR. <br />HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A. RATED SHEATHING, GYPSUM SHEAR <br />WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS @ 12 <br />INCHES ON CENTER @ INTERMEDIATE SUPPORTS. <br />EXISTIN <br />RAMF <br />I. <br />;dill � I��;lil,�, !IIIllill�!IiI�II <br />I <br />EX 15T. 1100D EENGE <br />TO REMAIN, T-r-F., <br />54.-7a' <br />17 E f= L 104� N — <br />10 IO 20 40 <br />I <br />r <br />r <br />r <br />r <br />11011,/ <br />1 <br />FAR I NC7 <br />5TALL <br />,N <br />k� <br />."; <br />Gjt I i 9 <br />ki mw (y,) Y wi,o, <br />Fr Vitt NP T 4ati nll� +[y <br />y �w•n �,rd Mill CrzCk Pw; <br />VICINITY MAP <br />NTS <br />PROJECT DESCRIPTION <br />PROPOSED 507 SF GARAGE CONVERSION <br />OWNER <br />KIM MICHAEL & EOIVI JEONG SEON <br />11724 213RD DR SE <br />EVERETT, WA 98208­6069 <br />SITE ADDRESS <br />11724 23RD DR SE <br />EVERETT, WA 98208-6069 <br />PARCEL ID # <br />28052900206500 <br />Section 29 Township 28 Range 05 Quarter NW - LOT 7 OF CITY OF EV SIP <br />1202-039-099 REC AFN 200104235001 BEING A PTN OF NE1/4 NW1/4 <br />LOT COVERAGE <br />LOT AREA = 10454SF <br />HOUSE FOOTPRINT = 2350 SF <br />LOT COVERAGE = 22.47% <br />Additional Permits Are Required <br />For This Project To Include: <br />❑ Plumbing ❑ Sprinkler <br />❑ Mechanical ❑ Fire Alarm <br />Electrical <br />PROPANE TANKS, HEAT PUMPS AND <br />OTHER EQUIPMENT OR APPURTENANCES <br />MAY NOT BE LOCATED IN THE FRONT <br />AND SIDE SETBACKS. PROPANE TANKS <br />REQUIRE ADDITIONAL PERMITS ISSUED <br />BY THE EVERETT FIRE DEPARTMENT <br />PRIOR TO INSTALLATION. <br />IF BUILDING IS NOT POSITIONED AS <br />INDICATED ON APPROVED SITE PLAN, <br />A NEW SITE PLAN SHALL BE SUBMIT- <br />TED. NO FURTHER INSPECTIONS WILL <br />BE MADE ON THIS PROJECT UNTIL THE <br />REVISED SITE PLAN HAS BEEN APPROV- <br />ED BY THE BUILDINGIPUBLIC WORDS <br />DEPTS. <br />GRADING AND DRAINAGE <br />L Pr6V1sloris shall be made for the control and drainage of surface <br />water around buildings by: gutters, drain lines, ir.I A- - d ­t-h <br />basins or other necessary drainage structures and -h-al b: i Mailed <br />where storm water disposal cannot be obtained with t th i use or <br />where erosion cannot be prevented by finish gradir:g and Dianti .g. <br />Dry wells shall not be installed in areas where the soil is not well <br />drained andjor porous. <br />2. Grading shall be provided to insure: <br />(a) Diversion of water away from buildings. <br />(b) Prevention of standing water and soil saturation detrimental <br />to structures and lot use. <br />(c) That natural drainage channels or basins are not bloci(ed or <br />filled. <br />(d) Provisions for the disposal of water from a lot,. <br />try Protection of adjoining property <br />It is owners responsibilotY to estab,'jsA <br />property lines. �'] j <br />INDEX OF DRAVVINGS <br />SHEET # <br />Al SITE PLAN <br />DES(�JRIPTON <br />A3 FRAMINGt ♦ f DETAILS <br />I A3 FRAMING PLAN AND DETAILS <br />00 <br />L-U CD <br />V) ` v <br />00 <br />U Q <br />L _J <br />U <br />(y)U <br />U <br />�w <br />U <br />t`J � <br />O <br />LJJ <br />U <br />0 <br />V JJ <br />1_.L <br />LLJ <br />11 <br />CJ <br />ffLJJ <br />QJ <br />Q <br />ry <br />Q <br />0 <br />� U <br />U (3) <br />---, 0 <br />U Q. <br />U U <br />U Ci <br />Document date: <br />9/29/19 <br />Document Phase: <br />FOR PERMIT <br />Document date: <br />4/2B/20 <br />Document Phase: <br />COMMENT RESPONSE <br />9� <br />JL 3 12026,D) <br />OF EVE T <br />Permit#: C1910-009 <br />Site Address: 11724 23RD DR SE <br />Owner: KIM MICHAEL & EOM JEONG SEON <br />Tenant: [TenNamel <br />App.Date: 10/11/2019 <br />Proposed Use: SFR <br />Description: CONVERT GARAGE TO BEDROOMS TO <br />CREATE AFH <br />Reviewed By: 11TDate:57zk/2140 <br />office Set Job Site Set Fire/Planning Set <br />