3520 19TH ST 2022 Plans 2025-07-14

REVISIONS: DATE: X XX-XX NdE DOUBLE PLATE EXIST. BEAM LED OVER THE EXISTING ABOVE OVER GARAGE 'X' SHEET ROCK DOOR INSULATION IN ATTIC SPACE R49 2 X 4 STUD WALL MIN. TYP. IF PLUMBING DOUBLE PLATE NAIL RAIL BETWEEN WALL USE 2 X 6 R-21 EXTERIOR WALL (2)2X10 HEADER . W_--ROOF JOIST TO SUPPORT STUD WALL EXIST EXTERIOR BEAM ABOVE AT EACH OPENING DOUBLE PLATE AND WALL GYP. BRD. rn 2X4 DOUBLE PLATE BOTH SIDES KING STUD 'A rn NAILED OVER THE EXISTING PATCH, TEXTURE, 'ATYPE IX' SHEET ROCK AND PAINT, USE TRIMMER o 2 X 4 STUD WALL ENAMEL PAINT FURR OUT WALL WITH uco TYP. IF PLUMBING " GYP. BRD. R-21 EXTERIOR WALL 2"X 2" FURRING 2x6 STANDARD J WALL USE 2 X 6 AT CEILING STRIP BOARDS, SIZE LUMBER N Z Lu Q STUD WALL 04 0 t Z v GYP. BRD. BATHROOM GYP. BRD., SILL = Lu O BOTH SIDES CEILING DBL 2X FOR SUPPORT PATCH, TEXTURE, U U %Dr�4 PATCH, TEXTURE, I POSSIBLE TILE HEADER AND PAINT, USE CRIPPLE F m eD Z M ENAMEL PAINT >' o>r) AND PAINT, USE HEIGHT d W `3 U)Owo ENAMEL PAINT 0 _J N U R-21 INSUL. ��U- OTTOM PLATE/ P.T. WHERE ADHESIVE TO REQUIRED WAC 246-359-230: - ACCESS TILE ]11 WASHINGTONHTTPS://APP. IN TILED AREAS TREAT EXTERIOR WALL FRAMING 8 LEG.WA.GOV > WAC FIBEROCK TILE (a) STUDS MUST BE MINIMUM BACKER GLASS TWO-BY-FOUR WOOD, HEM-FIR BOARD JOINTS BY DBL 2X FOR SUPPORT STUD GRADE OR BETTER, EMBEDDING GLASS OPENING OUTSIDE BEDROOM SPACED NOT MORE THAN DUROCK TAPE IN TILE SIXTEEN INCHES ON CENTER, SETTING MATERIAL coi CONCRETE NEW CONCRETE u GYP. BRD, °� LANDING LANDING LEVEL CEILING HANDRAIL DIA. 1-1/4" ^ SUPPORT NO MORE THAN ONE FIBERROCK BACKER PATCH, TEXTURE, WITH CONCRETE -v^1 BOARD AND PAINT, USE TO 1-1/2" +13" PORCH ENAMEL PAINT CONT. I PATCH, TEXTURE, GYP. BRD. PATCH, TEXTURE, AND PAINT, USE LIVING ROOM SIDE 39" - 38" CONT. AND PAINT, USE ENAMEL PAINT HT. AT RAMP CONCK Ha OUTSIDE BEDROOM 2X6 SILL PLATE 2" HIGH r , NAMEL PAINT RAMP OUTLINE OF 2 X 4 STUD WALL 2 X 4 STUD WALL PRESSURE TREATED CONIC. " o CONCRETE RAMP SILL GASKET FOAM STRIP TYP. IF PLUMBING CONT. TYP. IF PLUMBING RAIL WALL USE 2 X 6 NEW HANDRAIL WALL USE 2 X 6 BATH CUT NAILS 48" O.C. t- EXIST i" X 12" 0'-0' 6"CRUSH CONNECTED TO STUD WALL 16" O.C. STUD WALL 16" O.C. PROVIDE #4ONC. CURB �— ROCK SILL GASKET FOAM STRIP GYP. BRD. ENFORCING -" "'�''`�`-�`•=`•_"^ CRUSH w ALUMINUM POST, RILL 1/2-INCH 8" THK. CONIC. r' POST BOLTED TO SILL GASKET FOAM STRIP LIVING ROOM SIDE STEEL X 2'-6" LEG ROCK ,�-i NEW CONCRETE CUT NAILS 4811 O.C. HORIZONTAL IAMETER HOLES SIX EA. SIDE INFILLCUT NAILS 48" O.C. NCHES DEEP INTO RAMP 2X6 SILL PLATE AND VERTICALGYP. BRD. 2X4 SILL PLATE PRESSURE TREATED AT 2411 ONHE OLD CONCRETE SECTION O wBOTH SIDES PRESSURE TREATED CONT. CENTER. NJECT EPDXY INTO THE2X4 SILL PLATE CONT. PROVIDEACKS OF THE HOLES.PRESSURE TREATED FLOOR TILE 1/2X10" SE ENOUGH TO FILLCONT. DUROCK NEW 2x12 WOOD ANCHOR BOLTHE HOLESo WOOD BASE UNDERLAYMENT1jr NEW 2x12 WOOD FLOOR FLOOR WITH 7" PPROXIMATELY HALFWAY. E a) EMBEDMENT PER R403.1.6 CONC. CONCRETE a) NEW WOOD 2x12 FLOOR R502.1.1.1 PRESERVATIVE-TREATED FLOOR LANDING LUMBER + a_ 2X4 WALL PARTITION 1 EXTERIOR WALL DETAIL 3 EXTERIOR WALL DETAIL AT CONC. 4 m PRESERVATIVE TREATED DIMENSION EXIST LANDING 10 R 10 o 6' LUMBER SHALL BE IDENTIFIED AS 6• U 6' (DRIVEWAY) W co REQUIRED BY SECTION R317.2. Z 2X4 WALL PARTITION z PLAN NOTES:CONTRACTOR TO VERIFY UNDERGROUND U 6. UTILITIES AND STRUCTURES PRIOR TO t I- CONSTRUCTION. U) oT(- BASE BOARD FINISH 2 AONCLASS OFCRETE XEXPOSURE S-1 L) w B. MINIMUM COMPRESSIVE 2500 psi 0 m w BASE SHOE MOLDING 2X WOOD STRIPS (E)DOOR C. STRENGTH AT 26 DAYS - 99% AT 2500 psi 0 co TO EXTEND OUT THE ENTRY D. MAXIMUM SLUMP OF 4" OR LESS FLOORING BY OWNER EXISTING WALL AS E. AIR CONTENT 5-8% 2X6 TO FIT R-21 F. ALL REINFORCED STEEL SHALL CONFORM TO w INSULATION ASTM AT gT" DIAMETER AT 2' FEET ON 0 _ NEW T&G OSB GLUED CENTER. a 2X12 FLOOR JOIST 16" O.C.HANG OFF LEDGER INSULATION R-38 m BRD. CONTENT: TAPERED BLOCKING 10" VERIFY HT OF .r.. ;,... (P.T.)BETWEEN CONC. EXIST CONIC. 2X12 LEDGER o FLOOR AND WD. JSTS. LANDING BLOCKING P.T. INSTALL EXPANSION ANCHORS WITH A MINIMUM WALL DIAMETER OF 1-" AND SET INTO THE WALL AT (E)CONIC. CONCRETE LANDING INSULATION R-38 LEAST 2 BOLTS SHOULD BE STAGGERED STEPS BEHIND CONCRETE MIN 4" THICK DETAILS BETWEEN JOISTS AND LOCATED 2" FROM THE TOP TAPERED BLOCKING AND BOTTOM OF THE LEDGER BOARD, 16"O.C. (P.T.)BETWEEN CONC. INSTALL R-GUARD VAPOR BARRIER ELEVATION, O FLOOR AND WD. JSTS. FLUID-APPLIED AIR & WATER-RESISTIVE R325.9 RAMPS. ALL INTERIOR AND EXTERIOR RAMPS, W HEN PROVIDED, SHALL BE INSTALL EXPANSION ANCHORS WITH A MINIMUM BARRIER AND WATER VAPOR BARRIER. CONSTRUCTED IN ACCORDANCE W ITH SECTION R311.8 W ITH A DRAWN BY: OL DIAMETER OF I,," AND SET INTO THE WALL AT MAXIMUM SLOPE OF 1 VERTICAL TO 12 HORIZONTAL. THE EXCEPTION TO R311.8.1 IS NEW 11" MIN. HT LEAST 2 '>1". BOLTS SHOULD BE STAGGERED NOT ALLOW ED FOR ADULT FAMILY HOMES. HANDRAILS SHALL BE INSTALLED IN DAZE: oazlrmzz CONC BASE FOR NEW WALL BETWEEN JOISTS AND LOCATED 2" FROM THE TOP ACCORDANCE R 325.9 RAMPS SCALE va r-0 AND BOTTOM OF THE LEDGER BOARD, 16110.C. EXTERIOR WALL FURRED REBAR IS RECOMMENDED FOR CONCRETE THAT MEASURES 5-6 INCHES IN DEPTH. REBAR PROJECTNUMBER A-018S INSTALL R-GUARD VAPOR BARRIER Fi. MUST BE PLACED AT THE CENTER OF OR SLIGHTLY ABOVE THE CENTER OF THE CONCRETE SLAB. SUPPORTS PLACED BENEATH REBAR GRIDS TO PROP THEM UP- (CHAIR). SHEET NO: FLUID-APPLIED AIR & WATER-RESISTIVE REBAR GRIDS ARE PLACED UPRIGHT WITH EQUAL SPACING. BARS ARE FASTENED BARRIER AND WATER VAPOR BARRIER. TOGETHER AT EVERY INTERSECTION USING METAL WIRE. MINIMUM CONCRETE COVERAGE A6.1 MUST BE ADHERED THROUGHOUT THE ENTIRE SLAB, WHILE THE EDGES MUST BE EQUALLY EXTERIOR WALL DETAIL AT FLOOR SPACED FROM ALL SIDES OF THE SLAB. ALL VARIATIONS FROM CONDITIONS AND RMENSONS SHOWN ON WE DRAIMNG SHALL BE REPORTED 70 WE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OIHERNiSE,THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL NTIRK.REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT MU_INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN.AS AN INSTRUMENT OF PROFESSIONAL SERVICE.IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART,FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES