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I <br /> 40'-O' \ <br /> 3'-IT' 1O'-O' 6'-6' / 6'-6" 6'-6' 6'-4• )3 = g <br /> DUOSAND CLIENT ARE RESPONSIBLE TO VERIFY ti !b-O <br /> HEIGHT, DIMENSIONS, PLATE HEIGHT,FLOOR z a <br /> EXIST DECK ABOVE FLIGHT. OVERHANG. ROOF PITCH MATCH COSTING. J <br /> �l a <br /> (TYP LNE OF EXIST P 4T10 OF c9 "' �n�n <br /> EXG COL OF 2 LOCS 6 PAlk NEW WIC. Q E s <br /> ® NEW COM �` _ $ <br /> W rz GENERAL NOTES <br /> El <br /> FOR WINDOWS WTH OPERABLE OPENINGS MORE THAN 72' co <br /> W ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE <br /> LINE OF EXIST PATIO 4x6 DF#1 R-03 4x6 DUI R-03 4x6 (Ff1 R-03 4x6 DF R-02 0 <br /> - �— - - ® _ _ ® _ I _ LOWEST PART OF THE CLEAR OPENING SHALL BE 24' "� �VI <br /> Cv <br /> o MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN O v''g N°D <br /> WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH = N Z a <br /> 23 <br /> it P.T. 4x4 HIP COL. CONNECT TO FTC. W/ c NEW CONC. b OR WHEN FALL PREVENTION DEVICES ARE PROVIDED PER Li Isa SIMPSON ABU44Z AND TO BEAM ABV. W/ F ASTM F 2090 OR R312.2.2. Li <br /> SIMPSON BC4(TIP.OF 5 LOCS) a <br /> Sd °- ,n <br /> i PROVIDE SAFETY GLASS PER IRC R308GO In . v 8 <br /> r EXIST CANT ABV -1 SKYLIGHTS TO BE DOUBLE PANEL,SHATTER RESISTANT <br /> e� APPROVED RIGID PLASTIC, LAMINATED SAFETY GLASS, <br /> 2 FULLY TEMPERED GLASS, HEAT-STRENGTHENED GLASS, DO <br /> t ----- . OR WIRED GLASS. PROVIDE 4'MNMUM CURB (OR SELF oo <br /> -- - ----_ !I� I' MANUFACTURERFLAINGSEMBLY STIR M 3:12NS).MINIMUM PITCH OR PER °0 <br /> HOSE EBBS TO BE BACKFLOW PREVENTION AND FREEZE <br /> RESISTANT TYPE. <br /> ALL HOLDOWNS. FRAMING ANCHORS & SHEARWALL 0 n <br /> 9 EXIST NAILING MUST BE INSPECTED BEFORE COVERING. <br /> EXIST KITCHEN <br /> BED O LANDINGS & STAIRS AT EXT. DOORS R311.3 <br /> THERE SHALL DE A LANDING OR FLOOR ON EACH SE OF <br /> EACH EXTERIOR DOOR. THE WIDTH OF THE LANDNG SHALL <br /> NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING <br /> B DT Li SHALL HAVE A MINNUM DIMENSION OF 36' IN THE <br /> DIRECTION OF TRAVEL DE SLOPE SHALL NOT EXCEED 2X co <br /> LANDINGS AT REQUIRED EGRESS DOORS SHALL NOT BE , N <br /> MORE THAN 1)¢' LOWER THAN THE TOP OF THE THRESHOLD. 7 c m <br /> EXCEPTION: THE LANDING ON TIE EXTERIOR SIDE SHALL BE N <br /> NOT MORE THAN 7r BELOW THE TOP OF THE THRESHOLD w <br /> PROVIDED THE DOOR DOES NOT SWNG OVER THE LANDING. <br /> J I WHERE EXTERIOR LANDINGS SERVING THE REQUIRED EGRESS cc 5 <br /> LIVING I AARAMP ARE NOT <br /> AT GRACE. Y(SHALL <br /> 1.77)PTO PROVIDED <br /> �m Lt J <br /> I- DOORS OTHER THAN THE REQUIRED EGRESS DOOR SHALL <br /> BE PROVIDED MTH LANDNGS NOT MORE THAN 7 BELOW <br /> L g THE TOP OF THE THRESHOLD. EXCEPTIOPt A TOP LANCING <br /> IS NOT REQUIRED WHERE A STAIRWAY OF NOT MORE THAN <br /> TWO RISERS IS LOCATED ON TIE EXTERIOR SIDE PROVIDED <br /> -I f 1 1 ; THE DOOR DOES NOT SWING OVER THE STAIRWAY. <br /> STORM AND SCREEN DOORS SHALL BE PERMITTED TO SWING / <br /> I I OVER EXTERIOR STAIRS AND LANDINGS O <br /> IEXITM LAUNDRY JREATED WOOD NOTES: ~ N N <br /> I R317.1 LOCATION REQUIRED. PROTECTION OF WOOD AND o <br /> WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED = a Q I <br /> IN THE FTXLOWNG LOCATIONS BY THE USE OF NATURALLY r ^ 3 <br /> DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED v J M <br /> N ACCORDANCE WTH AWPA U1 FOR THE SPECIES, lio, , <br /> I PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES rn Lo L <br /> SHALL.DE WOO <br /> SHA LISTED IN SECTION 4 OF AWPA U1. X c„� <br /> 1. D JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL w co <br /> FLOOR WHEN CLOSER THAN 18'OR WOOD GIRDERS WREN <br /> CLOSER THAN 12' TO THE EXPOSED GROUND N CRAWL <br /> SPACES OR LNEXCAVATED AREA LOCATED WTHIN THE Q <br /> PERIPHERY OF THE BUILDING FOUNDATION. <br /> 2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE <br /> EXIST OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS <br /> GARAGE THAN 8' FROM THE EXPOSED GROUND. <br /> 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY <br /> SLAB THAT IS IN DIRECT CONTACT Will THE GROUND <br /> EXIST UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS <br /> MOISTURE BARRIER. <br /> MECH 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR L'- 0 Ct <br /> MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF <br /> LESS THAN W ON TOPS, SIDES AND ENDS. <br /> 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE <br /> EXTERIOR CF A BUILDING HAVING A CLEARANCE OF LESS <br /> THAN 6' FROM THE GROUND OR LESS THAN 2'MEASURED <br /> VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO <br /> SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO Imo. fr• <br /> THE WEATHER. <br /> 6. WOOD STRUCTURAL MEMBERS SUPPORTING 0 L <br /> MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE <br /> EXPOSED 1O THE WEATHER, SUCH AS CONCRETE OR 0 0 <br /> IMPERVIOUS <br /> MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS <br /> OR ROOFS BY AN 'ERVIOUS MOISTURE BAR IER. 2,... Rr w <br /> 7. WOOD FURRING STRIPS OR OTHER W000 FRAMING z ix <br /> MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF I . <br /> EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW ¢ a w <br /> GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS = <br /> APPLIED BETWEEN THE WALL AND TIE FURRING STRIPS OR P o z <br /> FRAMING MEMBERS. 0 0 `„L <br /> EXIST NEW CONC. R317.1.1. FEUD CUT END, NOTCHES, MD DRILLED HOLES OF I O z <br /> COV PRESSURE TREATED WOOD SHALL BE RETREATED IN THE 1.= <br /> PORCH EXIST. FIELD PER AWA M4. .Q CD <br /> DRIVE R317.3.1. FASTENERS FOR PRESSURE PRESERVATIVE AND Weil <br /> FIRE-RETARDANT-TREATED WOOD SHALL BE OF Wo <br /> HOT-01PPED GALVANIZED STEEL, STAINLESS STEEL, SILICON L' <br /> BRONZE, OR COPPER. SHEARWALL BOTTOM PLATE NAILING <br /> AND ALL NAILING AT PRESERVATIVE TREATED WOOD <br /> MEMBERS SHALL BE HOT-DIPPED ZINC-COALED GALVANIZED <br /> STEEL OR STAINLESS STEL NAILS. ZINC COATING WEIGHTS ` J <br /> FLOOR PLAN AS IREQUIRED PER ASTM A 153. N TIE ABSENCE GF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM CC ASTM <br /> SCALE = 1'-D' A 653 TYPE G185 ZINC-COATED GALVANIZED STEEL, OR <br /> EQUIVALENT, SHALL BE USED. 3 <br /> PREVIOUS ADU PERMIT PLAN <br /> / 5 <br />