13026 Resubmission

T-SHAPED LEGEND SHEET FRONT HINGE SIDE LATCH SIDE APPROACHES- APPROACHES- APPROACHES- SWINGING DOORS SWINGING DOORS SWINGING DOORS B THRESHOLD NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES ISSUED FOR:

No. Date Description TYPICAL HANDICAP ACCESSIBLE BATHROOM MAX. 1/4" 12" 54" MIN. FIRE PROTECTION DEVICE A0.01B CL MAX. 42" MIN. TOILET PAPER

CL MAX. 42" MIN. TOILET PAPER 16"-18" 12" 39"-41" MOUNTING HEIGHTS DISPENSER C LEVEL CHANGES 12"* MIN. 0' - 8" MIN. 12" 1' - 6" MIN. 6" 1 1/2" 33"-36" MIN. MIN.

MIN. MIN. SHEET NUMBER 40" MAX. 40" MAX. 7"-9" 34" MAX. 34" MAX. 39"-41" NOTE: FIRE PROTECTION DEVICES TO BE LOCATED ON THE NOTES: TO RIM TO RIM 27" MIN. 33"-36" 27" MIN. LINE OF MIN. STREET FACE OF BUILDING ON THE EXTERIOR OF THE BUILDING. 9"

FACE OF BUILDING ON THE EXTERIOR OF THE BUILDING. 9" VANITY 1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE. MIN. CL VERIFY EXACT LOCATIONS WITH THE FIRE MARSHALL PRIOR TO 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERTICAL LEVEL CHANGE. 9" INSTALLATION. DEVICES ARE TO BE LOCATED ADJACENT TO EACH OTHER FOR FIRE DEPARTMENT ACCESS. 3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE. DOB APPROVAL STAMP: 17"-19"

17"-19" 15"-48" 17"-19" 30" MIN. 0' - 11" 18" CLEAR MIN. DEVICES 17" MIN. FLOOR SPACE FIXTURE DEPTH 3' - 6" SIAMESE ANNUNCIATOR KNOX LAVATORY WATER CLOSET CONNECTION PANEL BOX GRADE NOTE:

GRADE NOTE: *WHERE SPACE PERMITS, PROVIDE SOLID BLOCKING BEHIND ALL EXTEND GRAB BAR 12" GRAB BARS AS REQUJIRED BY CODE. NOTE: ALL DIMENSIONS TO FINISHED SURFACES MIN. ON TRANSFER SIDE. COPYRIGHT © JORGE MASTROPIETRO ATELIER ARCHITECTS

PART 1 - GENERAL CONDITIONS B. SITEWORK PART 4 - MASONRY H. ERECTION 1. GENERAL 1. COMPLY WITH AISC CODE AND SPECIFICATIONS, AND MAINTAIN WORK IN SAFE AND STABLE 1. GENERAL: A. SEE GENERAL CONDITIONS. A. GENERAL CONDITION DURING ERECTION. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING B. ORGANIZE AND TIME WORK TO FIT NEATLY INTO THE REQUIREMENTS OF THE OTHER PHASES 1. SEE GENERAL CONDITIONS 2. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED: REMOVE WHEN FINAL CODE - NJ EDITION, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. OF THIS PROJECT AND TO PREVENT DAMAGE TO OTHER FINISHED WORK. CONNECTIONS PLACED. C. COORDINATE WITH WORK OF OTHER FINISHED WORK. B. CODES AND STANDARDS 3. SET BASE PLATES ON CLEANED BEARING SURFACES, USING WEDGES OR OTHER ADJUSTMENTS 2. MEANS OF EGRESS: D. COOPERATE WITH WORK OF OTHER. 1. COMPLY WITH THE LATEST EDITIONS OF ALL CODES AND STANDARDS INCLUDING, BUT NOT AS REQUIRED. SOLIDLY PACK OPEN SPACES WITH BEDDING MORTAR, CONSISTING OF 1 PART ALL MEANS OF EGRESS SHALL BE

MPLY WITH THE LATEST EDITIONS OF ALL CODES AND STANDARDS INCLUDING, BUT NOT AS REQUIRED. SOLIDLY PACK OPEN SPACES WITH BEDDING MORTAR, CONSISTING OF 1 PART ALL MEANS OF EGRESS SHALL BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS 2. PERMITS, RULES AND REGULATIONS ALL CURBS, CURB DEPRESSIONS, WALLS APRONS, LIMITED TO ASTM, IBC, ANSI, ETC. PORTLAND CEMENT TO 3 PART SAND, AND ONLY ENOUGH WATER FOR PACKING AND HYDRATION OR BUILDING MATERIALS, TOOLS, ETC. DRIVEWAYS, ETC. LOCATED WITHIN THE ROAD RIGHT-OF-WAY CONSTRUCTED OR ALTERED SHALL A. CONCRETE MASONRY UNITS: USE COMMERCIAL NON-SHRINK GROUT MATERIAL AT ERECTOR'S OPTION. CONFORM TO THE GOVERNMENTAL AGENCY REQUIREMENTS HAVING JURISDICTION OVER SAID I. HOLLOW UNITS: ASTM C-90, GRADE N, TYPE I 4. SPLICE MEMBERS ONLY WHERE SHOWN ON FINAL SHOP DRAWING. A. THE CONTRACTORS SHALL BE RESPONSIBLE REGARDLESS OF PLANS OR SPECIFICATIONS FOR IMPROVEMENTS. CONTRACTOR WILL BE RESPONSIBLE TO VERIFY CONSTRUCTION AND MAKE II. HOLLOW UNITS: FOR FIRE RATED WALLS: ASTM C-145 GRADE N, TYPE I COMPLYING WITH ALL APPLICABLE LOCAL AND GOVERNMENTAL CODES, ORDINANCES, REGULATIONS, ARRANGEMENTS FOR SPECIFICATIONS TO TAKE PRECEDENCE OVER ABOVE CRITERIA. III. IBC ARTICLE 14 I. ROUGH HARDWARE ETC.ENCOMPASSING THE APPROVAL OF ALL AGENCIES INCLUDING BUT NOT LIMITED TO UTILITY 3. CONFORM TO NJAC 5:23-2.34 B. MORTAR SHALL COMPLY WITH: 1. FURNISH CUSTOM FABRICATED ANGLES, BOLTS, PLATES, ANCHORS, HANGERS, DOWELS, AND 1123 BROADWAY, SUITE 302, NY, NY 10010 COMPANIES, ELECTRICAL INSPECTION DEPARTMENTS, INSURANCE DEPARTMENTS, ETC. A. OWNERS WHO UNDERTAKE CONSTRUCTION, REHABILITATION, OR DEMOLITION WORK AT THEIR

NY 10010 COMPANIES, ELECTRICAL INSPECTION DEPARTMENTS, INSURANCE DEPARTMENTS, ETC. A. OWNERS WHO UNDERTAKE CONSTRUCTION, REHABILITATION, OR DEMOLITION WORK AT THEIR I. ASTMC-270 OTHER MISCELLANEOUS STEEL AND IRON SHAPES FOR FRAMING AND SUPPORTING AND ANCHORING PHONE 646.248.6664 PROPERTIES SHALL PROTECT ADJOINING PROPERTIES FROM DAMAGE CAUSED BY THE WORK. EXTERIOR: TYPE S STUDWORK. WWW.JMAPC.COM B. CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATING, PROCURING AND PAYING FOR ALL B. OWNER INTENDING TO UNDERTAKE CONSTRUCTION, REHABILITATION, OR DEMOLITION WORK INTERIOR: TYPE N 2. GALVANIZE, UNLESS OTHERWISE INDICATED. REQUIRED LICENSES, BONDS, FEES, PERMITS, INSPECTIONS, CERTIFICATE OF OCCUPANCY, ETC. THAT COULD POTENTIALLY DAMAGE ADJOINING AFFECTED PROPERTIES. NOTICE SHALL REQUEST SETTING BED & GROUT: TYPE M WRITTEN PERMISSION TO ENTER ADJOINING PROPERTIES TO DETERMINE MEASURES THAT MUST II. IBC ARTICLE 15 J. LOOSE BEARING PLATES: PROVIDE FOR STEEL ITEMS BEARING MASONRY OR CONCRETE, AS C. THE CONTRACTORS SHALL BE REQUIRED TO INSPECT THE CONSTRUCTION SITE AND FAMILIARIZE BE TAKEN TO SAFEGUARD PROPERTIES FROM DAMAGE. III. SEE ALSO PART III - CONCRETE SHOWN. DRILL PLATES TO RECEIVE ANCHOR BOLTS. GALVANIZE AFTER FABRICATION IF EXPOSED. THEMSELVES WITH ALL EXISTING CONDITIONS PRIOR TO SUBMITTAL OF BID. C. WRITTEN CONSENT FROM OWNERS OF ADJOINING PROPERTIES MUST BE OBTAINED PRIOR TO