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HomeMy WebLinkAbout1212.00.9A341 SECOND FLOOR PLAN SCALE: 1/8" = V -0" NORTH GENERAL NOTES A. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF BRICK. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT. DO NOT SCALE DRAWINGS. B. PROVIDE TREATED WOOD BLOCKING SUPPORT AS REQUIRED. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. DOOR AND FRAME NUMBERS CORRESPOND TO ROOM NUMBERS. 5/8" 25 GAUGE METAL STUDS 0 16* O.C. WITH WHERE MORE THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX Revision« HAS BEEN ADDED (I.E. 100A). SEE DIVISION 500 DRAWINGS Checked By FOR DOOR SCHEDULE. E. CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. W7 CURTAINWALL AND BRICK), AS OUTLINED IN PROJECT MANUAL. F. ALL STEEL STUDS ARE TO BE BRACED ACCORDING TO W5 MANUFACTURER'S LIMITING HEIGHT 1/240. G. SEE A800 SERIES DRAWINGS FOR FINISH PLANS AND SPECIFICATIONS. H. R.D. ABBREVIATES ROOF DRAIN AND O.D. ABBREVIATES OVERFLOW W8 ROOF DRAIN. I I. ACTUAL SEA LEVEL ELEVATION FOR PHASE ONE FIRST FLOOR SLAB IS TO BE VERIFIED ON THE CIVIL DRAWINGS; ARCHITECTURAL DRAWINGS REFERENCE FIRST FLOOR SLAB AS 0' -0" ; VERITICAL DIMENSIONS WITHIN THE ARCHITECTURAL DOCUMENTS ARE TAKEN ABOVE THIS 0' -0" FIRST FLOOR REFERENCE ELEVATION. J. SEE WALL TYPE LEGEND ON SHEET A201 FOR WALL CONSTRUCTION. K. PROVIDE SEALANT AROUND ALL DOOR FRAMES; COLOR TO BE SELECTED BY ARCHITECT FROM FULL MANUFACTURER'S RANGE. L. PROVIDE CLEAR SEALANT AT ENTIRE PERIMETER OF RESTROOM COUNTERS, BACKSPLASHES AND SIDESPLASHES; PROVIDE SEALANT BETWEEN COUNTERS AND SPLASHES. M. VERIFY LOCATIONS OF MECHANICAL SHAFTS WITH REQUIREMENTS OF FINAL TENANT LAYOUTS. PLAN NOTES O ROOF HATCH (07700.A). t'J TAPERED INSULATION CRICKET; ARROW INDICATES SLOPE. 0 RECESSED DRY CHEMICAL FIRE EXTINGUISHER AND CABINET. MOUNT TOP OF HANDLE 0 5' -4" A.F.F. PLACE CABINET 1' -0" CLEAR FROM DOOR FRAME OR CORNER OF WALL, WHERE APPLICABLE; UNLESS NOTED OTHERWISE. JANITORS SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. O ALIGN FINISH FACE OF GYPSUM WALL BOARD. O6 DUAL SPOUT ELECTRIC WATER COOLER. O BROKEN LINETYPE INDICATES IMPLIED SLOPE OF ROOF STEEL, WHICH IS WARPED TO PRODUCE A 1/4" PER FOOT MINIMUM ROOF SLOPE. O8 SLOPED STRUCTURE WITH UNIFORM THICKNESS ROOF INSULATION. 9 ROOF HATCH 2' -6" x 3' -0" (CLEAR INSIDE DIMENSIONS) ABOVE. (07700.A) t0 GRAVEL STOP; POINT OF ROOF LEVEL SHIFT. t 1 CONTROL JOINT; EXTEND ENTIRE HEIGHT OF PARTITION. PROVIDE SEALANT AT CONCRETE MASONRY AND CONTROL JOINT BEADS AT GYPSUM BOARD. CONTROL JOINTS INDICATED AT DOOR JAMBS SHALL ALIGN WITH OUTSIDE CORNER OF DOOR FRAME HEAD AND EXTEND UPWARD TO TOP OF PARTITION. CENTER HORIZONTALLY IN STRAIGHT LENGTH OF WALL WHEN NO DIMENSIONS OR WORKING POINTS ARE INDICATED. t2 SCUPPER ROOF DRAIN. SEE PLUMBING DRAWINGS. t3 PLASTIC LAMINATE COUNTER. t4 WALL MOUNTED CO2 FIRE EXTINGUISHER. MOUNT TOP 0 4' -6" A.F.F. COORDINATE LOCATION WITH EQUIPMENT IN SPACE. t5 PROVIDE, ATTACH AND SEAL WHITE PLASTIC SPLASH PLATES; EXTEND DOWN TO RIM OF JANITOR'S SINK; 48" WIDE ON EACH SIDE x 60" HIGH ABOVE RIM. 16 18" x 24" CLEAR THROAT SIZE ELEVATOR HOISTWAY VENT AND HOOD. t 7 AT LEVEL OF SECOND FLOOR SLAB PROVIDE 1 HOUR EQUIVALENT FIRE RESISTANCE RATING TO PROVIDE CONTINUOUS SHAFT RATING; EITHER BY MEANS OF EQUIVALENT CONCRETE DECK THICKNESS METHOD OR SPRAY FIREPROOFING. 18 FLOOR DRAIN 4 19 EQUIPMENT SUPPORT CURB; REFERENCE MECHANICAL DRAWINGS. A301 20 STRUCTURAL BUILDING BRACE; REFERENCE STRUCTURAL DRAWINGS. 21 MECHANICAL SHAFT LOCATION; VERIFY SIZE AND LOCATION WITH MECHANICAL DESIGN /BUILD CONTRACTOR PRIOR TO CONSTRUCTION OF SHAFTS. 22 POTENTIAL LOCATION OF TENANT ENTRY; ILLUSTRATED TO MEET MINIMAL CODE EGRESS STANDARDS, BID AS SHOWN; VERIFY EXACT LOCATIONS AND NUMBERS OF TENANT ENTRIES WITH OWNER PRIOR TO CONSTRUCTION OF ENTRY AREA. 23 WALL MOUNTED LADDER; REFERENCE KEYNOTE SPECIFICATION AND KEYNOTE 05500.6. 24 RECESSED BACK LIT TENANT DIRECTORY; MOUNT TOP AT 6' -0" A.F.F. 25 WALKWAY PROTECTION PAVERS LAYOUT TO BE MODIFIED IN THE FIELD IN ORDER TO SUIT ACTUAL TENANT HVAC ROOF TOP UNIT CONFIGURATION; VERIFY WITH OWNER. 26 PLASTIC LAMINATE URINAL SCREEN; 24" WIDE x 42" HIGH; WALL MOUNTED AND FRONT PILASTER BRACED; MOUNT BOTTOM OF PANEL AT 1' -0" A.F.F. 27 16" x 40" STAINLESS STEEL SPLASH PANEL; MOUNT BOTTOM AT 1' -0" A.F.F. 28 WALL MOUNTED DRY CHEMICAL FIRE EXTINGUISHER. MOUNT TOP AT 4' -6" A.F.F 29 PROVIDE 1/8" THICK PAINTED STEEL PLATE CLOSURE PIECE PLACED ON STUD WALL BELOW AND SECURELY ATTACHED TO STAIR STRINGER. WALL TYPES NOTES:1 - SEE REFLECTED CEILING PLANS FOR WALLS TO DECK 2 - PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD ON ALL WET AREA WALLS AND BEHIND CERAMIC TILE 3 - PROVIDE 20 GAUGE, 3 5/8" DEEP MINIMUM METAL STUDS WHEN WALL IS FINISHED WITH CERAMIC TILE 21/2' 20 GAUGE METAL STUDS 0 16" O.C. WITH W ' /A" GYPSUM WALL BOARD ONE SIDE. W2 35 /8' 25 GAUGE METAL STUDS 0 16" O.C. WITH ;.. — W 1 1 5 /8" GYPSUM WALL BOARD ONE SIDE. � � � � , W3 5/8" 25 GAUGE METAL STUDS 0 16* O.C. WITH — ,� ,a. ",� 7T '`' , , , Revision« 5/8' GYPSUM WALL BOARD ONE SIDE. (1) LAYER 3• — Checked By SOUND ATTENUATION BLANKET IN EACH STUD CAVITY. 4" 20 GAUGE "C -H" METAL STUDS O 24" C. W/ W 4 35 /a 25 GAUGE METAL STUDS 0 16" O.C. WITH W7 35/8' 25 GAUGE METAL STUDS 0 16' O.C. WITH 5/8 GYPSUM WALL BOARD ONE SIDE. (1) LAYER 77 R -11 INSULATION IN EACH STUD CAVITY WITH VAPOR BARRIER. W5 35 /g' 25 GAUGE METAL STUDS 0 16" O.C. WITH , R -11 INSULATION IN EACH STUD CAVITY WITH VAPOR BARRIER. 4' 20 GAUGE •C -H" METAL STUDS 0 24' 3 C. W/ 5 /g' GYPSUM WALL BOARD EACH SIDE. -� W13 W5A 6" 25 GAUGE METAL STUDS 0 16" O.C. WITH ;.. — W 1 1 5/8" GYPSUM WALL BOARD EACH SIDE. � � � � , W6 35/ ' 25 GAUGE METAL STUDS 0 16" O.C. WITH ps�'!�� Revision« Date 5/88 GYPSUM WALL BOARD EACH SIDE. (1) LAYER 3" Checked By 2111/00 4" 20 GAUGE "C -H" METAL STUDS O 24" C. W/ SOUND ATTENUATION BLANKET IN EACH STUD CAVITY. W7 35/8' 25 GAUGE METAL STUDS 0 16' O.C. WITH , 77 5/S GYPSUM WALL BOARD EACH SIDE. (1) LAYER 1 HOUR RATED 1 LINER PANEL AND GYPSUM WALL BOARD TO DECK ABOVE. UL - U492 SM. R -11 INSULATION IN EACH STUD CAVITY WITH VAPOR BARRIER. 4' 20 GAUGE •C -H" METAL STUDS 0 24' 3 C. W/ 35 /g' 25 GAUGE METAL. STUDS 0 16" O.C. WITH -� W13 W8 5/8 TYPE "X" GYPSUM WALL BOARD EACH SIDE. "X" GYPSUM WALL BOARD ONE SIDE EXTEND STUDS a: 1 HOUR RATED 0 �W > UL - U465 35/8" 25 GAUGE METAL STUDS O 16. O.C. WITH !4° Wg 5 /8" TYPE 'X" GYPSUM WALL BOARD EACH SIDE. (1) LAYER 3" SOUND ATTENUATION BLANKET IN EACH STUD CAVITY, W 1 O 2'/2. 20 GAUGE METAL STUDS 0 16" O.C. BRACED WE 0 1/3 POINTS WITH 5 /8" GYPSUM WALL BOARD EACH SIDE. 1 HOUR RATED UL - U465 LINER PANEL, INSULATION AND GYPSUM WALL BOARD TO DECK ABOVE. (1) LAYER 3" SOUND ATTENUATION BLANKET IN EACH STUD CAVITY. n 1 HOUR RATED UL - U492 SIM. 2'/2. 20 GAUGE METAL SPJDS o t 6' O.C. BRACED W — W 1 1 0 1/3 POINTS WITH % GYPSUM WALL BOARD � � � � , space� EACH SIDE. (1) LAYER 3 SOUND ATTENTUATION ps�'!�� Revision« Date BLANKET IN EACH STUD CAVITY. Checked By 2111/00 4" 20 GAUGE "C -H" METAL STUDS O 24" C. W/ Tai W12 1" LINER PANEL ONE SIDE AND (1) LAYER /8" TYPE Aa 'X' GYPSUM WALL BOARD ONE SIDE. EXTEND STUDS, 1 HOUR RATED LINER PANEL AND GYPSUM WALL BOARD TO DECK ABOVE. UL - U492 SM. 4' 20 GAUGE •C -H" METAL STUDS 0 24' 3 C. W/ ° -� W13 1" LINER PANEL ONE SIDE AND (1) LAYER /8" TYPE "X" GYPSUM WALL BOARD ONE SIDE EXTEND STUDS a: LINER PANEL, INSULATION AND GYPSUM WALL BOARD TO DECK ABOVE. (1) LAYER 3" SOUND ATTENUATION BLANKET IN EACH STUD CAVITY. n 1 HOUR RATED UL - U492 SIM. C WArchitects Engineers &Interiors 9100 Keystone Crossing Suite 200 Indionopolis, Indiono 46240 317.848.7800 FAX 317.574.0957 Architecture Land Planning Fletoric Architecture Landscape Architecture interior Deem space� Yopyr, , -.)t DrawirV Revision« Date Drawn By Checked By 2111/00 KLR Tai Aa Z -� Q Y 77- a: 0 �W > 0 Z � W W © W � LL==:I Q crU � U Z 0 V W CO CertNfed By S``auuaauuuoniu��ry .s "'TF`c�0�� AR19600180 * STATE OF AHD 99CHITE� uauaa No. A202 Of sheet. Fie W. 99427