13026 Resubmission

CHARGE, OR DAMAGE ARISING FROM INJURIES SUSTAINED BY TIME OF EXCAVATION. 3. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B ADJOINING WORK. MECHANICS, LABORERS, WORKMAN, OR BY ANY PERSONS WHATSOEVER. WHETHER EMPLOYED IN AND 2. DURING PROGRESS OF WORK, NOT LESS THAN FOUR (4) TEST CYLINDERS SHALL BE MADE OF 4. COLD-ROLLED STEEL SHEETS: ASTM A 366 E. ALL FASTENINGS SHALL BE CONCEALED. GENERAL NOTES ABOUT THE SAID WORK OR OTHERWISE BY REASON OR ANY ACCIDENTS DAMAGES OR INJURIES, TORTS EACH DAY'S PLACEMENT, AND EACH 50 CUBIC YARDS OF EACH CLASS OF CONCRETE PLACED EACH 5. GALVANIZED STEEL SHEETS: ASTM A 526, WITH ASTM A 525, GRADE G90 ZINC COATING OR TRESPASSES HAPPENING IN AND ABOUT OR IN ANY WAY INCIDENT TO OR BY REASON OF THE DOING DAY. COMPRESSIVE 6. CONCRETE INSERTS: MALLEABLE IRON (ASTM A 47) OR CAST STEEL (ASTM A 27) INSERTS, WITH E. MILLWORK OF SAID WORK INCLUDING COSTS, COUNSEL FEES, AND ALL EXPENSES OF DEFENSE. 3. SHOULD TEST SPECIMENS OF CONCRETE SHOW STRENGTH DEFICIENCIES AS REQUIRED BY STEEL BOLTS, WASHERS AND SHIMS: HOT DIP GALVANIZED. 1. GENERAL THESE SPECIFICATIONS, THE ARCHITECT SHALL HAVE THE RIGHT TO REQUEST, AT CONTRACTOR'S 7. GALVANIZING: ASTM A 386 FOR ASSEMBLED PRODUCTS; A 153 FPR IRON AND STEEL HARDWARE. A. WORK OF THIS SECTION, AS SHOWN OR SPECIFIED, SHALL BE IN ACCORDANCE WITH THE ISSUED FOR: Q. TAKE EVERY APPROPRIATE PRECAUTION IN ACCORDANCE WITH CURRENT BUILDING CODES, EXPENSE THAT CORE SPECIMENS BE TAKEN FROM CAST-IN-PLACE CONCRETE IN QUESTION AND 8. STEEL FOR GALVANIZED UNITS: ASTM A 446 GRADE A REQUIREMENTS OF THE CONTRACT DOCUMENTS No. Date Description CONSTRUCTION PRACTICE AND THE SECRETARY OF THE INTERIOR

REQUIREMENTS OF THE CONTRACT DOCUMENTS No. Date Description CONSTRUCTION PRACTICE AND THE SECRETARY OF THE INTERIOR ’ S STANDARDS AND GUIDELINES TESTED BY THE TESTING LABORATORY IN ACCORDANCE WITH METHOD PRESCRIBED IN ASTM C-42 9. STEEL SHAPES: ASTM A 36 B. QUALITY ASSURANCE: QUALIFICATIONS OF FABRICATORS AND INSTALLERS: FOR ACTUAL FOR THE TREATMENT OF HISTORIC PROPERTIES TO ENSURE THAT PROXIMATE AND APPROXIMATE AND/ OR LOAD TESTS MAY BE MADE ON ANY PORTION OF THE WORK IN WHICH SUCH CONCRETE WAS 10.SHEET METAL ACCESSORIES: ASTM A 446 GRADE A FABRICATION AND INSTALLATION OF CABINETRY AND MILLWORK, USE ONLY PERSONNEL WHO ARE HISTORIC RESOURCES ARE PROTECTED FROM DAMAGE DURING CONSTRUCTION USED, WHEN LOAD TEST IS REQUIRED, SUCH TEST SHALL, ALSO BE CONDUCTED BY TESTING 11.GALVANIZING: ASTM A 525, G90 THOROUGHLY TRAINED AND EXPERIENCED IN PRODUCTS INVOLVED AND IN THE RECOMMENDED LABORATORY IN CONFORMITY WITH REQUIREMENTS AND PROCEDURES SPECIFIED IN CHAPTER 20 12.GALVANIZING REPAIR PAINT: MIL-P21035 (SHIPS) METHODS FOR THEIR FABRICATION AND INSTALLATION. OF ACI 318-83. 13.SHOP PAINT: (UNLESS OTHERWISE SPECIFIED) FS-TT-P-86, TYPE II, OR SSPC-PAINT 14. APPLY TO 2. SUBMITTALS PART 2 - DEMOLITION AND SITEWORK (WHERE APPLICABLE ) 4. WHEN SO DETERMINED BY THE ARCHITECT, ALL FAULTY CONCRETE SHALL BE REMOVED AND CLEANED AND DEGREASED STEEL SURFACE AT RATE TO PROVIDE A 2.0-MIL DRY FILM THICKNESS. A. SHOP DRAWINGS: BEFORE ANY CABINETRY AND MILLWORK ARE FABRICATED AND DELIVERED REPLACED BY THIS CONTRACTOR AT THIS OWN EXPENSE.

Y CABINETRY AND MILLWORK ARE FABRICATED AND DELIVERED REPLACED BY THIS CONTRACTOR AT THIS OWN EXPENSE. TO THE JOB SITE, SUBMIT COMPLETE SHOP DRAWINGS TO THE OWNER FOR APPROVAL. A. DEMOLITION 5. ALL STRUCTURAL REPAIRS SHALL BE MADE WITH PRIOR APPROVAL OF THE ENGINEER AND E. INSERTS AND ANCHORAGES: FURNISH INSERTS AND ANCHORING DEVICES TO BE BUILT INTO OTHER 3. PRODUCTS 1. PROTECTION OF EXISTING UTILITIES, IMPROVEMENTS, TREES, SHRUBS, ETC. TO BE RETAINED ARCHITECT, AS TO METHOD AND PROCEDURE, USING THE SPECIFIED EPOXY ADHESIVE AND/OR WORK FOR INSTALLATION OF MISCELLANEOUS METAL ITEMS: COORDINATE DELIVERY TO JOB SITE TO A. CUT ALL OPENINGS FOR EQUIPMENT. COMPLY WITH MANUFACTURERS REQUIREMENTS. SEAL UNLESS OTHERWISE SHOWN OR NOTED. REPAIR ALL DAMAGES AS DIRECTED. EPOXY MORTAR. WHERE EPOXY INJECTION PROCEDURES MUST BE USED, AN APPROVED LOW AVOID DELAY. EDGES OF ALL CUTS. A0.01C 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND TO VISCOSITY EPOXY MADE BY THE MANUFACTURERS PREVIOUSLY SPECIFIED SHALL BE USED. B. PROVIDE COMPLETE HARDWARE AS REQUIRED TO COMPLETE THE JOB. HARDWARE DESIGN AS DEMOLISH DAMAGED ITEMS AS NEEDED. CONTRACTOR TO CONSULT WITH STRUCTURAL ENGINEER 6. FOUNDATIONS ARE DESIGNED TO BEAR ON RESIDUAL SOIL OR ENGINEERED COMPACTED FILL F. FABRICATION

ACTOR TO CONSULT WITH STRUCTURAL ENGINEER 6. FOUNDATIONS ARE DESIGNED TO BEAR ON RESIDUAL SOIL OR ENGINEERED COMPACTED FILL F. FABRICATION SELECTED BY OWNER. HARDWARE STANDARDS SHALL COMPLY WITH ANSI A156.9 BEFORE REMOVING STRUCTURAL ELEMENTS. WITH AN ALLOWABLE BEARING PRESSURE OF 3,000 PSF. VERIFY SOIL CAPACITY AT TIME OF 1. COMPLY WITH ASIC "SPECIFICATIONS" AND APPROVED FINALIZED SHOP DRAWINGS. MARK AND 4. INSTALLATION 3. MAKE ALL WORK SAFE AS PER RULES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION EXCAVATION. MATCH-MARK UNITS FOR FIELD ASSEMBLY. A. INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT, WITH NO DISTORTIONS. SHIM AS OVER UTILITIES AND INSURE CONTINUED OPERATION AND PROTECTION OF EXISTING PIPES, LINES, 2. USE HIGH-STRENGTH BOLTS FOR FIELD CONNECTIONS, EXCEPT AS OTHERWISE INDICATED. REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR PLUMB AND DUCTS EQUIPMENT, ETC. 3. COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE, AND QUALITY OF WELDS. LEVEL AND WITH 1/16" MAX. OFFSET IN FLUSH ADJOINING SURFACES. SHEET NUMBER 4. ALL REMOVALS AND SALVAGE, UNLESS SPECIFICALLY NOTED OR REQUESTED BY THE OWNER 4. USE MATERIALS OF SIZE AND THICKNESS SHOWN OR, IF NOT SHOWN, OF REQUIRED SIZE AND B. SCRIBE AND CUT WORK TO FIT ADJOINING WORK, AND REFINISH CUT SURFACES OR REPAIR SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THICKNESS TO PRODUCE STRENGTH AND DURABILITY IN FINISHED PRODUCT. SHOP-PAINT ALL ITEMS

THICKNESS TO PRODUCE STRENGTH AND DURABILITY IN FINISHED PRODUCT. SHOP-PAINT ALL ITEMS DAMAGED FINISH AT CUTS. 5. TAKE FULL PRECAUTION TO PROTECT WORKMEN, PASSERBY, OR ANY OTHER PERSONS FROM NOT SPECIFIED TO BE GALVANIZED AFTER FABRICATION. C. ANCHOR WOODWORK TO ANCHORS OR BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO FALLING DEBRIS AND OTHER HAZARDS. TAKE EVERY APPROPRIATE PRECAUTION IN ACCORDANCE 5. WELD CORNERS AND SEAMS CONTINUOUSLY: GRIND EXPOSED WELDS SMOOTH AND FLUSH. SUBSTRATES. SECURE TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, WITH CURRENT BUILDING CODES, CONSTRUCTION PRACTICE AND THE SECRETARY OF THE INTERIOR ’ 6. FORM EXPOSED CONNECTIONS WITH HAIRLINE, FLUSH JOINTS: USE CONCEALED FASTENERS CONCEALED FASTENERS AND BLIND NAILS AS REQUIRED FOR A COMPLETE INSTALLATION. DOB APPROVAL STAMP: S STANDARDS AND GUIDELINES FOR THE TREATMENT OF HISTORIC PROPERTIES TO ENSURE THAT WHERE POSSIBLE. 5. PROTECTION PROXIMATE AND APPROXIMATE HISTORIC RESOURCES ARE PROTECTED FROM DAMAGE DURING A. COVER CASEWORK WITH 4-MIL POLYETHYLENE FILM, FOR PROTECTION AGAINST SOILING AND DEMOLITION. G. PROVISIONS FOR OTHER WORK: FABRICATES STRUCTURAL STEEL MEMBERS TO PROVIDE HOLES DETERIORATION DURING REMAINDER OF CONSTRUCTION PERIOD. 6. REMOVE

G. PROVISIONS FOR OTHER WORK: FABRICATES STRUCTURAL STEEL MEMBERS TO PROVIDE HOLES DETERIORATION DURING REMAINDER OF CONSTRUCTION PERIOD. 6. REMOVE ONLY NON-LOAD BEARING CONSTRUCTION AND PARTITIONS, CONTRACTOR TO VERIFY, FOR SECURING OTHER WORK AND FOR PASSAGE OF OTHER WORK THROUGH STEEL FRAMING AS PRIOR TO REMOVAL, THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, REQUIRED COORDINATING WITH ALL MECHANICAL TRADES. F. WORKMANSHIP ETC.. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE 1. STRUCTURAL AND MISCELLANEOUS STEEL: PAINT STRUCTURAL STEEL WORK, EXCEPT MEMBERS 1. ALL MANUFACTURE'S ASSOCIATIONS SPECIFICATIONS SHALL APPLY FOR FRAMING, CABINETRY, ARCHITECT PRIOR TO REMOVAL OF ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM THE OR PORTIONS OF MEMBERS EMBEDDED IN CONCRETE OR MORTAR, AND CONTACT AREA TO BE STAIRS, ETC. DESIGN INTENT. CONTRACTOR'S NON-CONTACT OF ARCHITECT PRIOR TO REMOVAL OF ANY WORK WELDED OR RIVETED. CLEAN STEEL FRAME OF LOOSE MILL SCALE, RUST, OIL AND GREASE. APPLY 2. ALL WOODWORK SHALL BE FINISHED SMOOTH, HAND SANDED ON ALL EXPOSED SURFACES, FREE INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS PRIME PAINT TO PROVIDE A MINIMUM DRY FILM THICKNESS OF 2.0 MILS. FROM DEFECTS, DIRT, STAINS, ETC. BEING ALTERED UNDER THIS CONTRACT. 2. TOUCH-UP SHOP PAINT AFTER INSTALLATION. CLEAN FIELD WELDS, BOLTED CONNECTIONS AND 3. ALL

2. TOUCH-UP SHOP PAINT AFTER INSTALLATION. CLEAN FIELD WELDS, BOLTED CONNECTIONS AND 3. ALL WOODWORK SHALL BE ERECTED IN A THOROUGHLY WORKMANLIKE MANNER. 7. DEMOLITION AND REMOVAL OF EXISTING BUILDINGS, UTILITIES AND ANY SURROUNDING ABRADED AREAS, AND APPLY SAME TYPE PAINT AS USED IN SHOP. USE GALVANIZED REPAIR PAINT 4. ALL ASSEMBLING SHALL BE CLEANLY CUT, TRUE, AND TIGHTLY FITTED. OBSTRUCTIONS COMPLETELY AS SHOWN ON PLANS AND AS REQUIRED BY NEW CONSTRUCTION. ON DAMAGED GALVANIZED SURFACES. 5. ALL NAILING SHALL BE DONE IN SUCH A MANNER AS TO PREVENT ANY DAMAGE TO THE FINISHED 8. STRIPPING AND/OR REMOVAL OF EXISTING PAVING, CONCRETE PADS, CURBS, TREES, SHRUBS, SURFACES. EARTH, ETC. WITHIN NEW CONSTRUCTION AREA OR AS INDICATED. 9. OFF-SITE DISPOSAL OF ALL DEBRIS AND/OR EXCESS MATERIALS IN AN APPROVED AND LEGAL MANNER. 10.WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR COPYRIGHT © JORGE MASTROPIETRO ATELIER ARCHITECTS FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE.