The URL can be used to link to this page

Home My WebLink AboutWait Avenue - 319 - Basement, First and Second Floor Overall PlanSHORE EXISTING DIMENSIONAL LUMBER BUILDING CODE COMPLIANCE DRAWING LEGEND DRAWING ABBREVIATIONS CLIENT CORNELL UNIVERSITY STUDENT AND CAMPUS LIFE ITHACA, NEW YORK 14850 1. NYSBC 302: OCCUPANCY GROUP: R-3 (Apartment, non -transient, not more than two dwellings) 2. NYSBC TABLE 601: CONSTRUCTION CLASSIFICATION: TYPE 5B WALL TYPE SYMBOL A J & AND JAN JANITOR @ AT 3. NYSEBC CHAPTER 5: ALTERATION LEVEL 2 ( 101 ) DOOR SYMBOL ACT ACOUSTICAL CEILING TILE LAV LAVATORY 4. NON- SPRINKLERED ROOM NAME ROOM NAME SYMBOL ALT ALTERNATE MX POUND ALUM ALUMINUM LGMF LIGHT GAGE METAL FRAMING 5. NYSBC TABLE 504.3: ALLOWABLE BUILDING HEIGHT : 75 FEET; ACTUAL HEIGHT: 27' 101 AVG AVERAGE 6. NYSBC TABLE 504.4: ALLOWABLE NUMBER OF STORIES ABOVE GRADE: 5ow......MEP A. ACTUAL NUMBER OF STORIES: 2 7. NYSBC TABLE 506.2: ALLOWABLE AREA: 4,417 SQUARE FEET 1. ACTUAL OVERALL BUILDING AREA: 12,220 SQUARE FEET SQUARE FOOTAGE __ PLAN DETAIL SYMBOL AXXX ) AFF ABOVE FINISH FLOOR MECHANICAL, ELECTRICAL, AND B PLUMBING BD BOARD MFR MANUFACTURER BLDG BUILDING MAT MATERIAL BOD BOTTOM OF DECK MAX MAXIMUM COPYRIGHT This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbdden. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for ail dimensions and conditions on the job, and IBI Group shall be informed of any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to IBI Group for general conformance before proceeding with fabrication. 8. NYSFC 1011.3 STAIR HEADROOM: MIN. - 6-8" exception floor header can project 4i' into headroom space). 9. NYSFC 1011.5.2 RISER/TREAD RATIO: 7++'/10". 10. NYSBC 1011.1 exception 1 HANDRAILS: One side permitted. 11. NYSBC 1014.4 HANDRAIL CONTINUITY: Permitted to be interrupted by newel posts.C. 12. NYSBC 1015.3 GUARD HEIGHTS: 34" at open side of stars. 13. NYSBC 1015.4 exception 6 GUARD OPENINGS: Less than 44'. '�'�� X X A101 X INTERIOR ELEVATION SYMBOL X Ark BSMT BASEMENT MEZZ MEZZANINE BM/ BETWEEN MIN MINIMUM MO MASONRY OPENING CBU CEMENTITOUS BACKER UNIT MTL METAL CG CORNER GUARDS CJ CONTROL JOINT NA NOT APPLICABLE CLG CEILING NIC NOT IN CONTRACT CL CENTER LINE ISSUES 1 ISSUED FOR BID 04-04-19 SECTION SYMBOL XXXX T-11" AFF. SPOT ELEVATION NR NOT RATED CLR CLEAR NTS NOT TO SCALE CMU CONCRETE MASONRY UNIT COL COLUMN Q KEYED RENOVATION/ CONC CONCRETE OC ON CENTER CONE CONFERENCE OD OUTSIDE DIAMETER OPNG OPENING DEMOLITION NOTE LVT-1 PT -1 FLOOR TRANSITION AND TYPE CONT CONTINUOUS CORR CORRIDOR OSB ORIENTER STRAND BOARD CPT CARPET P • CRS COURSE(S) +/- PLUS OR MINUS CT CERAMIC TILE PSF POUNDS PER SQUARE FOOT TOILET ACCESSORY PSI POUNDS PER SQUARE INCH D DEMO DEMOLITION PT PRESSURE TREATED DF DRINKING FOUNTAIN .g DIA DIAMETER QTY QUANTITY DIM DIMENSION DN DOWN DO DOOR OPENING R RISER DWG DRAWING RD ROOF DRAIN E REF REFRIGERATOR REQ REQUIRED EA EACH REV REVISION EJ EXPANSION JOINT RO ROUGH OPENING ELIC ELECTRIC RTU ROOF TOP UNIT ELEV ELEVATION/ ELEVATOR EPDM RUBBER ROOF MEMBRANE S EQ EQUAL SHTG SHEATHING EX'G EXISTING SIM SIMILAR EXT EXTERIOR SF SQUARE FOOT/ FEET SS STAINLESS STEEL V STL STEEL /F FACE OF FD FLOOR DRAIN STD STANDARD FDN FOUNDATION T FEC FIRE EXTINGUISHER CABINET T TREAD FFE FINISH FLOOR ELEVATION T&G TONGUE & GROOVE FRP FIBER REINFORCED POLYESTER TEL TELEPHONE FT FOOT/FEET TEMP TEMPERATURE FTG FOOTING TOS TOP OF STEEL TV TELEVISION GA GAGE TYP TYPICAL GALV GALVANIZED V GC GENERAL CONTRACTOR VCT VINYL COMPOSITION TILE GEN GENERAL VIF VERIFY ININ FIELD GWB GYPSUM WALL BOARD w W/ WITH W/O WITHOUT JOISTS AND FLOOR FRAMING AND CUT TO ACCOMMODATE NEW STAIR CLEARANCE. 2 X 8 STRUCTURAL WOOD SUPPORT FRAMING FOR EXISTING STAIR LANDING ABOVE. _� _._. A300 KEYPLAN ADD 4 X 4 STRUCTURAL WOOD POSTS BELOW EXISTING FLOOR JOISTS. BUILT UP DIMENSIONAL STRUCTURAL WOOD HEADER. PLAN NORTH FIRST FLOOR FRAMING PLAN CONSULTANTS 4 1/8"=1'-0" HC HANDICAPPED WD WOOD HT HEIGHT HM HOLLOW METAL HR HOUR HVAC HEATING, VENTILATING & AC _ 108 - B 107 UNEXCAVATED A i 106 V 10020 RE -INSTALL SALVAGED DOOR, HARDWARE,FRAME, AND ORIGINAL SWINGIAS SHOWN.NG TRIM; STALL 180° FROM 204 SEAL e.clED A%P' � `.;�.k ;0 * °F. 6f 0 REMOVE AND SALVAGE EXISTING DOOR, HARDWARE, FRAME, AND CASING TRIM. 10001 o so J 000II, A HANDRAIL o' _ "�I an 1 20021 -, - 105 111 i/111. B07 ► UP ' B05 111 O STAIR ' i� PRIME CONSULTANT 10041 RELOCATE DOOR HEADER AND PARTITION 2" ell DNS 11 /7-1' HANDRAGUARDL 80001 .0 WEST TO ACCOMMODATE NEW STAIR DIMENSIONS AND CLEARANCES. I 1Boo2o109 1 i TOILET o IIIESNNN._1 WOOD STUD (16" oc) SAWCUT OPENING B06 w/ 2" TYPE X GWB BOTH SIDES; PAINT _ ® - A 10040 --_r__(,\__ _ -_ - 103 _ - A 104 _ - _ - _� - 202 O 0 N 203 205 -_ _ - BUILDING: 319 WAIT AVE 319 WAIT AVE., ITHACA, NEW YORK 14$50 IN EXISTING STUD PARTITION FLOOR TO UNDERSIDE OF FLOOR FRAMING 80060 A PROJECT STUDENT AND CAMPUS LIFE MULTIPLE DEFICIENCIES CODE REMEDIATION -PHASE 2A I X t \----" 101 102 - A 1ICI' 802 J FAMILY ROOM B03 = _ \ 206 IBI PROJECT NO: 114475 CLIENT PROJECT NO: 10689-1154 - _20020 = 1 l DRAWN BY: W.W CHECKED BY: B.0 t t l I t = 201 I I - { \.%)PROJECT MGR: B.0 APPROVED BY: D.W GARAGE 801 LOW 1 I I SCALE: AS NOTED DATE: 04-04-19 ROOF SHEET TITLE BASEMENT, FIRST AND SECOND FLOOR OVERALL PLAN PLAN NORTH PLAN NORTH PLAN NORTH 1 ,-, SHEET NUER 31 9\N -A1 00 ISSUE 1 BASEMENT FLOOR PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN 1/8"=V-0" 1/8"=V-0" 1/8"=V-0" 8 SCALE CHECK E 0 SCALE CHECK 3" X 3" OAK NEWEL POSTS; STAINED ° CLIENT CORNELL UNIVERSITY STUDENT AND CAMPUS LIFE ITHACA, NEW YORK 14850 COPYRIGHT This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbidden. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and 161 Group shall be informed of any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to IBI Group for general conformance before proceeding with fabrication. ISSUES 1 ISSUED FOR BID 04-04-19 KEYPLAN CONSULTANTS I L_i L-� / � OAK HANDRAILS AWI TYPE HRL-6019; STAINED EXISTING CEILING -2:REMOVE I L - EXISTING PARTITION L - AND DOOR; PATCH FLOOR & -I CEILING; SALVAGE DOOR, FRAME, 1 HARDWARE, AND CASING TRIM L _ 1 2 x 4 WOOD STUD PARTITION W/4 TYPE X L - -1 GWB BOTH SIDES OPENING FRAMED OUT FOR DOOR 1 INSTALL; RE -INSTALL SALVAGED DOOR, FRAME, L - HARDWARE, AND TRIM; INSTALL DOOR WITH SWING 1 i "TYPE X GYPSUM CEILING BOARD IN OPPOSITEDIRECTION FROM ORIGINAL ON 2 x 6 No. 2 WOOD JOISTS, 24" oc BEYOND L NOSING L SEAL #; -��ED A C?®� �� ` k a * ly 9 02672$ 0�. oF Ne 4" x 4" OAK BALUSTER SPINDLES EVENLY SPACED; MAX SPACING OF 4 4''`<�y STAINED RETURN TO WALL - 1 OAK HANDRAILS AWI TYPE HRL-6019; STAINED 1 O.D. WALL -MOUNTED L OAK HANDRAIL ON FAR WALL; STAINED; 1 BRASS FINISH BRACKETS EQUALLY SPACED L — SHORE EXISTING STAIR FRAMING AND FRAME DIMENSIONAL LUMBER SUPPORTING STAIR AND LANDING 60" MAX. 2 x BUILT-UP STRUCTURAL - WOOD HEADER ADHERED AND BOLTED W/ (2) 4" THREADED 2 x 6 WOOD No.2 NAILER 1 X 4 OAK FLAT ROD, 24" oc PRIME CONSULTANT EXISTING OAK PLANK STOCK WALL �% FLOORING BASE TRIM; STAINED EXPOSED r rf Q ^ !B.�I I i 1 STRINGER .`� A 2 x12 WOOD STRUCTURAL _ ria a 1 4" OAK TREADS w/ 2 ROUND NOSING; STAINED ON FAR WALL; yc JOISTS, 16" oc STAINED 1 / 1 FIRST FLOOR LEVEL rt �— — — eFaac� Iii If. 141., 9\81` q AIX) --'"`�� 2 x 6 WOOD No. 2 STUD IN -FILL ABOVE EXISTING FOUNDATION WALL WIZ" GWB ONE SIDE ` — — — — — BACKSIDE OF RISER BUILDING: 319 WAIT AVE 319 WAIT AVE., ITHACA, NEW YORK 14$50 '' 11 BEYOND h. ; c �` BATT INSULATE TO R19 SHORE EXISTING LANDING EL. +21 2' u; \\ p �� NOSING 4" xi" OAK BALUSTER SPINDLES EVENLY SPACED; MAX SPACING OF44"; STAINED it I' N N. DOUBLE 1 x 12 i\'N-- OAK STRINGER; STAINED REMOVE EXISTING WOOD OPEN RISER STAIR + STRINGERS +RAILINGS ( \ I \ \ \ \ °"" Lf€ \— \\ ))) �� ki 3" NEWEL STAINED X 3" OAK POSTS; 3'-O4° DIMENSIONAL LUMBER FLOOR FRAMING AND F.0 REMOVE PORTION00 INDICATED WITH M DASH -LINES o 1 X 4 OAK FLAT STOCK WALL BASE TRIM; STAINED "TONGUE -3N -GROOVE _ !`r 2 x 8 LANDING PLATFORM - FRAMING f - 1 x OAK RISERS; STAINED PROJECT STUDENT AND CAMPUS LIFE MULTIPLE DEFICIENCIES GODS REMEDIATION PHASE 2A Al DOUBLE 1 x 12 OAK STRINGER w/ 4" THICK CONTINUOUS SOFT LUMBER SPACER; STAINED LANDING STUD KNEE -. STAIR CARRIAGE SOFT LUMBER 6EQSPACES 1'4 OAK PLANK FLOORING ON g' OSB SUBFLOORING 4 x 4 STRUCTURAL----------------------- TRUCTURAL'"'—' WOOD POST —....4• I r .. 2 x 8 No. 2 WOOD FRAMING, 16" oc IBI PROJECT NO: 114475 CLIENT PROJECT NO: 10689-1154 WRAPPED IN 1 x OAK TRIM BOARDS; STAINED 1 4" OAK TREADS w/ 12 ROUND ' ' "^ �`�`�`�`� d • DRAWN BY: W.W CHECKED BY: B.0 NOSING; STAINED 1 r ", li. 1 t ,.r v bt 7 `- WALL FRAMING, BEYOND f o� r—o� EXTEND NEWEL POSTS EXISTING SLAB AND 1 x 3 OAK FLAT STOCK TRIM �� II �- 2 x 6 No. 2 WOOD STUD KNEE WALLS, 16" ocTO PROJECT MGR: B.0 APPROVED BY: D.W 0 CONNECT WITH L3 3 x i 4 1xOAK RISERS; 2TR@10" ,— , BASEMENT LEVEL I GALVANIZED STEEL ANGLES w/ 2" DIA x 2" BOLT + EXP SHIELD SCALE: AS NOTED DATE: 04-04-19 STAINED 1 1'-8" STAIR CARRIAGE EXISTING CONCRETE SLAB SHEET TITLE STAIR SECTION AND DETAILS SHEET NUMBER 31 9\N -A300 ISSUE 1 BASEMENT STAIR SECTION STAIR SWITCHBACK DETAIL 1/2" =-1' - 0" 1 1/2" = 1' - 0" E 0 SCALE CHECK