512 MORGAN RD 2024 Plans 2024-11-26

w �SSUED DATE / (E) OPENING SCHEDULE WALL SYMBOL U DEEK - s'-Y 13'-0` WINDOW DATA I I EXISTING WALL TO REMAIN MAY 09 1 MARK COMMENTS QTY 2024 I ,�l,-o' , WIDTH HEIGHT FRAME TYPE U-VALUE SHGC II--L II n �__ II II • ® 2X4 NEW INTERIOR WALL En I I 28" SWING DOT (E) DO1 3'-0" 6'-8" FIBERGLASS 0.30 0.40 SWING 1 LJ GRAB Bf •• / \ KITCHEN 33 2 ff \ (E) ' 0 / CO 2 DIIUNG ROM (E)BEDROOM 1 e SD VENTILATION Q (E) ( )) • (TYPE NS1) ):"..1 FINISH SCHEDULE ® BATHROOMS KITCHENS CL ( )� iA LOCATION FLOOR BASE WALL CEILING l O -- INTERMITTENTLY OPERATING 50 CFM 100 CFM n- 40" A.F.F. la. r T 33" A.F.F. DINING (E) (E)GYPSUM BOARD CONTINUOUS OPERATION 20 CFM 25 CFM O le ',, 4" GRAB BAR LIVING ROOM (E)VINYL PLANK 3 }' WOOD BASE EXISTING CEILING CONTINUOUS .8„ DRAB BA" w/ENAMEL PAINT --F-- /NG_____. 28' SWING UP '" JN =3' I' J 8'-10' \ KITCHEN GRAB BAR � OM� �� , (N)BEDROOM (E)V1NYL PLANK 3 }" WOOD BASE ENAMEL PAINT EXISTING CEILING SMOKE DETECTORS .14 I'��"`'' I' I I I. (E)BEDROOM (E)CARPET 3}' WOOD BASE (E)ENAMEL PAINT EXISTING CEILING A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. 0 SD A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH FLOOR. BATHROOM (E)CERAMIC TILES 3 }° WOOD BASE (E)ENAMEL PAINT EXISTING CEILING LL� 7'-0° not 4' 9" AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH LOCATION WHERE THER SD° / SDI IS A CEILING HEIGHT CHANGE GREATER THAN 24'SMOKE DETECTORS ARE TO BE Cr) T-, (E)1,,, 110V,INTERCONNECTED,WIFH A BATTERY BACKUP. -0 r1 ��,„-,��„ WALL LEGEND CL 0 c. (E)BEDROOM-2� C �< EDROOM- (TYPE NS1) O CARBON MONOXIDE DETECTORS CL r`• kI•E NS1) '•N 1 i e %,'TrPE-X GWs. CO DETECTORS TO BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA.CO Q I 7 'WOOD S7 O 9'-2" SN0.4•IA,O.C. W LIVING ROOM ` ' •R N UP TO LNDER3IDE CF CEILNG OR .. .��.��./ $D CI • ....../., CEILING CEILING TILE V 4'-0` i ALL SAME AS ABOVE EXCEPT: > CLOSET: ..I" _ • CCEILLIIKra/FLOOR(s(sliTT-E%AFF) LLJ (E)BEDROOM-3 _ '? ARCHITECTURAL NOTES 12 (TYPE NS1) )..._1 1.FOUNDATION VENTILATION SHALL BE f_50 OF UNDER FLOOR AREA AND SHALL BE VENTED BY \ / BY MECHANICAL MEANS OR OPENING SHALL BE LOCATED AS CLOSE TO CORNERS AgaE 1:t2 AS PRACTICAL AND ARRANGED TO PROVIDE CROSS VENTILATION ON AT LEAST TWO SIDES.THEY / II II WALL NOTES SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH 1/4`OPENINGS. / \\ (E) t REFER TO SHEET A3.0 FOR WALL DETAILS, 2. CRAWL SPACE UNDER FLOOR SHALL BE AT LEAST 18'AND A MIN OF 12°UNDER BOTTOM OF 1, GIRDERS.UNDER FLOOR AREA SHALL BE PROVIDED WITH A MIN IF 18"X24`ACCESS HOLE. CL - 14'-8'- NAM 2 ALL Gus WALLS MD CEILIT6S ARE TO ^ RECEIVE SMOOTH WALL FINISH WITH EEL 3. PROVIDE A 6 MIL BLACK VAPOR BARRIER LAPPED A MIN OF 12`AT EACH JOINT AND EXTEND i `i PAINT,UNLESS NOTED OTHERWISE PROVIDE I UP TO FOUNDATION WALL Q COAT OF PRIMER AND 2 COATS OF PREMIUM 1.:. •I PAINT. 4.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WOOD OF ANY SPECIES Y PROPOSED 0 P 0 S E D FLOOR 0 0 R PLAN 3. PROVIDE%WATER RESISTANT GUIB(GREEN ALL MARKED OR BRAND BY APPROVED AGENCY. WARD)AT PLUMBING WALLS-TrP. 5.DISHWASHER TO HAVE AR GAP A-2 ki J I`) 6.HOT WATER TANK PROVIDE PRESSURE RELIEF VALVE PIPE. DRAIN TO OUTSIDE. DRAIN PIPE SCALE: 1/4'=1'-0" TO EXTEND WITHIN 2'ABOVE GROUND POINTING DOWN.NO TRAPPING. Q 0 N N 7.ATTIC ACCESS TO BE READILY ACCESSIBLE. MIN SIZE 22'X30°WITH 30'UNOBSTRUCTED Q 8. HANDRAILS SHALL BE PI(OVIKD ON TWO SIDE OPEN AND CONTINUOUS ON ONE SIDE ONLY. LLI 0) 1'_0" HANDRAILS SHALL BE 34-38 ABOVE NOSING OF TREAD AND SHALL BE CONTINUOUS THE Et z i[J; FULL LENGTH OF THE STAIRS AND THE ENDS SHALL RETURN TO THE WALL OR SHALL TERMINATE IN A NEWWELL POSTS. THERE SHALL HAVE A SMOOTH SURFACE WITH NO SHARP Q Q CORNER 9. USABLE SPACE UNDER STARS,WALLS AND CEILING TO HAVE 5/8'TYPE X GWB CL: I'�/ SLOPE Itt2 LL 10.FTREBLOCK STAIRWAYS BETWEEN STRINGERS AND RUN BETWEEN STUDS. z 0" 11.MAX RISE 7 3/4'MIN RUN 10'MIN WIDTH 36°MIN HEADROOM 6'-8` � O \ i - _-U _ 12.HHA AILTHR BE MINMUM 34"-38"WITH BALUSTERS NOT TO ALLOW A 4'SPHERE TO O W 13. BRACED WAIL PANEL SOLE PLATES NAILED TO FLOOR AND TOP PLATES SHALL BE ANCHORED > N T BLOCKING GGN AND HERE JOISE TS ARECPERPENDICULAR ERPEENDI LL pU R TO BRACED WALL UNES, PROVIDE I I ANELS. In (E)COMPOSITE ROOF SINGLES 14.EMERGENCY ESCAPE AND RESCUE OPENING-MIN NET CLEAR OPENING OF§.7 SF 20'MIN N >CLEAR OPENING WIDTH AND 24'MIN CLEAR OPENING HT AND SILL HT AT 44 MAX AFF in W I 15. EXTERIOR WALL ASSEMBLE:SIDING OVER 15 BUILDING PAPER OR TYVEK SHEETS OVER 1/_2° CDX PLYWOOD SHEATHING OR STRUCTURAL PANEL OVER 2X6 STUDS 0 16 ON CENTER AND R-21 HIGH DENSITY BATT INSULATION WITH VAPOR BARRIER OVER 1/2 9/32 GYP WALLBOARD WITH SCREW FASTENERS. \ / (E)CEMENT SIDING 16. ROOF ASSEMBLE:ASPHALT SHINGLE ROOFING OVER 1 BUILDING PAPER OR IYVEK SHELIS \ o - OVER 15/32`CDX PLYWOOD OR STRUCTURAL PANEL R ROOF TRUSS OR JOISTS AND 'oI R-48 RI INSULATION WITH VAPOR BARRIER OVER 5/8 GYP WALLBOARD WTTTI SCREW 11 FASTENERS. 17.WINDOW OPENING WATERPROOFING:PROVIDE TWO LAYERS OF 8°WIDE MINIMUM SELF-ADHESIVE FLEXIBLE FLASHING ON FOUR SIDES OF A WINDOW OPENING. ONE LAYER WILL BE INSTALLED ON THE EXTERIOR SIDE OF THE WALL SHEATHING OVER BUILDING PAPER OR TYVEK SHEET BEFORE THE WINDOW IS INSTALLED. ONE LAYER WILL BE INSTALLED OVER THE WINDOW INSTALLATION FLANGES AFTER THE WINDOW IS INSTALLED. INSTALL GALVANIZED METAL FLASHING WITH 90 DEGREE ENDS OVER TOP OF A WINDOW OPENING. A-2 18.APPLICATION OF WOOD PRESERVATIVE REQUIRED AT EXFREMTTIES OF BEAMS SUPPORTED N SOUTH ELEVATION CONCRETE OR MASONRY WALLS. A-2.1 \ NOTE SCALE: 1/4,=1'-O" NO WORK TO BUILDING EXTERIOR 6 PROPOSED