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Home My WebLink About(09) A3-4011 2 3 0 5 9 7 L, 0 R 0_ v o_ 1 1 M. UNIT 1133•81 • TWO BEDROOMS SCALE: 114" = 1'-0" SHADED AREA INDICATES DROPPED CEILING - 5/8" GYP BD ON 2x4'S (LLV) AT 24" OC TIGHT TO UNDERSIDE OF RATED CEILING ASSMEBLY U 5'- 1 1/8" BEDROOM E 91_ 1 vP" 7'_ 1n vv" 5 , UNIT B3•A1 • ONE BEDROOM W/ DEN M02 SCALE: 1/4" = 1'-0" UNIT B3•A3 • ONE BEDROOM ■ k GENERAL NOTES - INTERIOR FRAMING 1. ALL MATER IALS AND WORK SHALL BE FU RN ISHED AND INSTALLED IN WORKMANSHIP -LIKE MANNER IN STRICT ACCORDANCE WITH ALL PREVAILING LOCAL, STATE, AND NATIONAL BUILDING CODES. 2. CONTRACTORS SHALL STORE, HANDLE, AND INSTALLALL PRODUCTS AND ASSEMBLIES PER THE MANUFACTURER'S INSTRUCTIONS, RECOMMENDATIONS, AND PROCEDURES IN ORDER TO ENSURE THE MANUFACTURER'S WARRANTY IS VALIDATED. 3. SUB -CONTRACTORS SHALL VERIFYALL DIMENSIONS. 4. ALL DIMENSIONS ARE GIVEN FROM STUD TO STUD, UNLESS OTHERWISE NOTED. 5. STUD DIMENSIONS ARE 31/2" OR 5 1/2" UNO. 6. ALL EXTERIOR WALLS ARE TO BE 2x6 STUDS. REFER TO STRUCTURAL FOR OTHER LOCATIONS. 7. UNIT LAYOUT IS AS SHOWN ON'/." SCALE PLANS. FOR BUILDING DIMENSIONS, REFER TO 1/8" SCALE OVERALL BUILDING FLOOR PLANS. 8. GENERAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL CONTRACTOR S FOR ALL RESPECTIVE OPENINGS, AS REQUIRED, INCLUDING MAINTAINING FIRE RATED ASSEMBLIES. 9. FOR MATERIALS AND FINISHES, REFER TO FINISH SCHEDULES ON THIS SHEET. 10. TYPE'X" 5/8" THICK GYPSUM BOARD SHALL BE USED AT RATED WALL CONSTRUCTION INCLUDING BEARING WALLS. TYPE "C" 5/8" GYPSUM BOARD SHALL BE USED AT CEILINGS. REFER TO UL ASSEMBLIES. 11. ALL CEILING ASSEMBLIES ARE TO BE MIN. 1 HOUR FIRE RATED CONSTRUCTION WITH DAMPERS AT ALL DUCT PENETRATIONS. REFER TO MECHANICAL DRAWINGS. 12. ALL WALLS WHICH FORM PERIMETERS OF DWELLING UNITS AND ALL LOAD BEARING WALLS SHALL BE MIN. 1 HOUR FIRE RATED UL-U305 OR UL-U314 ASSEMBLY. NON -LOAD BEARING INTERIOR PARTITIONS WITHIN DWELLING UNITS DO NOT REQUIRE FIRE RATING. 13. USE MIN.3/8"OSB AT ALL ATTIC DRAFT STOPS. 14. REFER TO STRUCTURAL FOR ALL WINDOW AND DOOR HEADER SIZES. 15. CONTRACTOR TO PROVIDE: (1) 12" WOOD SHELF AND ROD IN ALL ENTRY CLOSETS, (1) 12" WOOD SHELF, ROD, AND VERTICAL SHELVING IN BEDROOM CLOSETS, (1) 12" WOOD SHELF AT LAUNDRY, (5) 12" DEEP WOOD SHELVES IN LINEN CLOSETS, AND (5) 18" DEEP WOOD SHELVES IN PANTRY. PROVIDE SHELVES IN BATH ROOM AS SHOWN. REFER TO DRAWINGS. 16. REFER TO STRUCTURAL DRAWINGS FOR INTERIOR BEARING WALL MEMBER SIZE AND SPACING. 17. FLOOR TOPPING TO BE 3/4" GYPCRETE 2000 OR APPROVED EQUAL. CONTRACTOR TO ADJUST STAIR RISER HEIGHTS AND DOOR HEADER HEIGHTS ABOVE SUB -FLOOR ACCORDINGLY. 18. CONTRACTOR TO PROVIDE PAPER FACED INSULATION FOR ALL EXTERIOR WALLS. PROVIDE TYVEK VAPOR BARRIER ON ALL EXTERIOR WALLS. 19. ALL WALL AND CEILING GYPSUM BOARD TO BE SMOOTH FINISH COATING. REFER TO FINISH SCHEDULE FOR SHEEN. 20. PROVIDE WASHER AND DRYER HOOKUPS IN ALL UNITS AS REQUIRED TO MEET OR EXCEED APPLICABLE CODES. 21. DWELLING UNIT SEPARATION WALLS OF APARTMENT UNITS SHALL BE MIN. ONE HOUR FIRE RATED CONSTRUCTION. 22. PROVIDE WOOD BLOCKING SUPPORTAS REQUIRED, INCLUDING, BUT NOT LIMITED TO: ALL LOCATIONS FOR GRAB BARS IN ALL UNITS AND AT ALL STAIR RAILS, SUPPORT FOR SHEATHING EDGES NOT ON FRAMING, KITCHEN WALL CABINETS ON ALL FLOORS, AND AT TV WALL LOCATIONS. 23. PROVIDE R-13 (3'/z") MIN. ACOUSTIC BATT INSULATION IN ALL DWELLING UNIT SEPARATION WALLS. IN CEILINGS PROVIDE R-13 (3 %") MIN. ACOUSTIC BATT INSULATION AT LOCATIONS WHERE OCCUPIED SPACE ABOVE HAS A HARD FLOOR SURFACE. PROVIDE R-19 (51/2") MIN. PAPER FACED THERMAL BATT INSULATION IN EXTERIOR WALLS. PROVIDE R-30 (9") MIN. IN CEILING ABOVE GARAGES. PROVIDE RJ8 (11") MIN. IN CEILING BELOW ROOF AREAS. 24. ALL LIVING UNITS SHALL BE CONSTRUCTED TO COMPLY WITH OBC ADAPTABLE UNIT TYPE "B" REQUIREMENTS, UNLESS DESIGNATED ADA ACCESSIBLE UNIT TYPE "A" IN UNITS LOCATIONS SHOWN. 25. PROVIDE CONTROL JOINTS IN CORRIDOR GYPSUM BOARD CEILING 30 FEET O.C. WITH RESILIENT CHANNELS, TYPICAL. 26. STRUCTURAL MEMBERS SUPPORTING MORE THAN ONE FLOOR SHALL BE INDIVIDUALLY PROTECTED BYAONE-HOUR FIRE RESISTANCE RATED ASSEMBLY. TYPE 'B' ACCESSIBLE UNIT ALL UNITS NOT DESIGNATED AS TYPE W PER BUILDING FLOOR PLAN SHEETS A2-101 THRU A2-104B 1. PRIMARY ENTRANCE DOOR HARDWARE TO BE LEVER TYPE. LOCKING MECHANISM TO BE ACCESSIBLE PUSH BUTTON TYPE PER ANSI 1003.5 2. ALL THRESHOLDS TO BE 1/2" MAXIMUM CHANGE IN LEVEL FROM TOP OF THRESHOLD TO FINISHED FLOOR. PATIO SURFACE SHALL BE 4" MAXIMUM BELOW FLOOR LEVEL OF ADJACENT INTERIOR SPACE 3. TOILET CENTERLINES SHALL BE I8"(MIN.) FROM WALL MEASURED FROM FACE OF DRYWALL. 4. PRIMARY ENTRANCE DOOR SHALL BE 36" WIDE AND HAVE 18" (MIN.) PULL SIDE CLEARANCE. 5. INTERIOR UNIT PASSAGE DOORS SHALL BE 34"WIDE (MIN.). 6. INSTALL BLOCKING FOR FUTURE GRAB BARS AT TOILETS AND TUBS GENERAL NOTES - ACCESSIBILITY ALL DWELLING UNITS SHALL COMPLY WITH THE FOLLOWING: 1. THE HEIGHT OF THE WATER CLOSET SHALL BE AT LEAST I5"AND NO MORE THAN 19" MEASURED TO THE TOP OF THE TOILET SEAT. 2. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A BRAG BAR OR HANDRAIL SHALL BE 1-1/4" TO 1-1/2". 3. THE STRUCTURAL STRENGTH OF GRAB BARS, BATH TUB SEATS FASTENERS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS 3.1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCES BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE STRESS OF THE MATERIAL OF THE GRAB BAR OR SEAT. 3.2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SHEAR. IF THE CONNECTION BETWEEN THE GRAB BAR AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEEDED THE ALLOWABLE SHEAR STRESS. 3.3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 3.4. TENSILE FORCE INDUCED IN FASTENER BY DIRECT TENSION FORCE OF 250 LBF PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL AND THE SUPPORTING STRUCTURE. 3.5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. WOOLPERT ARCHITECTURE Ex iNEEx NO I GOES PAT IAL 7635 Interactive Way Suite 100 IS Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F Ill b: we l] 110 U � J•� J �A a--L K rUn V I � c (] O o c � � m O CU M m € t0 0 �r my U cv o c co N € U m = U Q Issuances: RW OESCmPTENI MTE 0 Issued For Building 3 Revies 10/12/18 1 Issued For Building 3Permit 06/10/19 Prom. No.: 074904 Date: 10/12/18 Sheet Name: UNIT PLANS RELEASED FOR CONSTRUCTION I AN ONE BEDROOM CORNER Subject to compliance with all regulations 1" of State and Local Codes City of Cannel ',�1 I DATE: 10/31/19 UNIT B3•A1 AN ONE BEDROOM EXTENDED SCALE: 1/4" = 1'-0" UNIT B3•A1 AN ONE BEDROOM SUALE: 1/4" = 1'-U Fit 15 [G