13026 Resubmission

ED. BE ERECTED PLUMB AND TRUE AND TOP OF ALL WALLS SHALL BE STRAIGHT AND EVEN. CARPENTRY AND FINISH FOR OTHER TRADES. BRACE, PLUMB, AND LEVEL ALL MEMBERS IN TRUE 25 W8TH STREET, BSMT SITE TO BE KEPT FREE OF DEBRIS, EARTH, ETC., DURING THE ENTIRE COURSE OF CONSTRUCTION. 6. JOINT FILLER - CELOTEX FLEXEL, 1/2". 7. TEMPORARILY BRACE ALL FOUNDATION WALLS PRIOR TO BACKFILLING. ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS, SPIKES, SCREWS, AND BOLTS BAYONNE, NJ 07002 7. NON-SHRINK GROUTS - CRD - C 621 AS NECESSARY. DEFECTS WHICH RENDER ANY PIECE OR PART UNABLE TO SERVE ITS INTENDED L. FIRE INSURANCE WITH EXTENDED COVERAGE: UNTIL A CERTIFICATE OF OCCUPANCY IS ISSUED, THE A. GROUT SHALL HAVE A MINIMUM OR COMPRESSIVE STRENGTH OF 7500 PSI @ 28 DAYS. PART 5 - MISCELLANEOUS METAL AND SUPPLEMENTARY CONDITIONS FOR STRUCTURAL STEEL PURPOSE SHALL BE DISCARDED, OR IF IN PLACE, CUT OUT AND REPLACED. 201 614 5304 CONTRACTOR SHALL INSURE THE BUILDING AND WORK INCLUDED IN THIS CONTRACT AGAINST LOSS OR B. GROUT SHALL BE NON-METALLIC (WHERE APPLICABLE ) B. PROVIDE WOOD FURRING AND SUSPENSION NECESSARY TO RECEIVE AND SUPPORT FINISHES DAMAGE BY FIRE AND AGAINST LOSS OR DAMAGE COVERED BY THE STANDARD EXTENDED COVERAGE C. GROUT SHALL BE "EUCONS" BY EUCLID CHEMICAL CO. OR APPROVED EQUAL. SUCH AS PLYWOOD, INSULATION, WALL SURFACING, MILLWORK, FINISH, CARPENTRY, AND INSURANCE ENDORSEMENT, IN AN INSURANCE COMPANY OR COMPANIES ACCEPTABLE TO THE OWNER. 8. MOISTURE BARRIER - 6 MIL POLYETHYLENE A. GENERAL

INSURANCE COMPANY OR COMPANIES ACCEPTABLE TO THE OWNER. 8. MOISTURE BARRIER - 6 MIL POLYETHYLENE A. GENERAL CUSTOM WOODWORK. MEMBERS SHALL BE OF SIZE NECESSARY TO PROVIDE ADEQUATE THE AMOUNT OF INSURANCE AT ALL TIMES TO BE AT LEAST EQUAL TO THE AMOUNT PAID ON ACCOUNT 9. FORM WORK: ALL FORMWORK SHALL BE SUITABLE FOR EACH SPECIFIC SITUATION AND SHALL BE 1. SEE GENERAL CONDITIONS BRACING, SUPPORT, AND FASTENING. SOFFIT AREAS SHALL BE TIED TOGETHER AND TO OF WORK AND MATERIALS PLUS THE VALUE OF WORK OR MATERIALS FURNISHED OR DELIVERED BY OF SUFFICIENT STRENGTH REQUIRED TO SUPPORT CONCRETE. 2. SEE DRAWINGS ADJOINING AND SUPPORTING CONSTRUCTION AS REQUIRED. NOT YET PAID FOR BY THE OWNER. THE POLICIES SHALL BE IN THE NAME OF THE OWNER AND A. FORMWORK SHALL BE "PLYFORM" OR STEEL PAN. C. PROVIDE WOOD ROUNDS, NAILING STRIPS, BLOCKING AND SIMILAR ITEMS WHEREVER CONTRACTOR, AS THEIR INTERESTS MAY APPEAR AND CERTIFICATES OF INSURANCE COMPANY AS TO B. FORMWORK SHALL: B. CODES AND STANDARDS (LATEST EDITIONS) NECESSARY OR REQUIRED THROUGHOUT THE PROJECT FOR THE SUPPORT, PROPER ERECTION THE AMOUNT AND TYPE OF COVERAGE, TERMS OF POLICY, ETC., SHALL BE DELIVERED TO THE OWNER I. CONFORM TO CONTOURS SHOWN OR REQUIRED TO CONSTRUCT BUILDING. 1. AISC "CODE OR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" OR INSTALLATION OF ALL WORK INCLUDING, BUT NOT LIMITED TO MIRRORS, CABINETS, CLOSETS, ARCHITECT'S SEAL: BEFORE PARTIAL PAYMENTS ARE MADE. II. RETAIN THEIR EXACT POSITION DURING AND AFTER POURING CONCRETE. 2. AISC "SPECIFICATIONS FOR THE

ENTS ARE MADE. II. RETAIN THEIR EXACT POSITION DURING AND AFTER POURING CONCRETE. 2. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHELF CLEATS, BASES, ETC. THOROUGHLY SECURE IN PLACE BY APPROVED MEANS. III. PRODUCE PLUMB, TRUE, EVEN SURFACES. FOR BUILDING" INCLUDING "COMMENTARY" D. JOIST FRAMING FROM OPPOSITE SIDES OF AND SUPPORTED ON A FASTENED OR BUTTED END- M. INSURANCE AND GUARANTEES - SUBMIT CERTIFICATES FOR THE FOLLOWING: IV. PREVENT LEAKAGE OF MORTAR. 3. AWS "STRUCTURAL WELDING CODE" TO END AND TIED BY METAL STRAPS. WHERE JOISTS BUTT INTO FLUSH MOUNTED BEAM OR 1. CONTRACTORS SHALL CARRY WORKMEN'S COMPENSATION INSURANCE FOR EVERY PERSON 4. AMERICAN SOCIETY OF TESTING MATERIALS GIRDER, PROVIDE METAL JOIST HANGERS AT EACH JOIST IN WIDTHS AS REQUIRED FOR BY EMPLOYED BY THEM ON THE PREMISES AND SHALL MAINTAIN SUCH INSURANCE IN FULL FORCE E. WORKMANSHIP 5. STEEL JOIST INSTITUTE FRAMING AND AS SHOWN OR SPECIFIED. DURING THE ENTIRE TIME OF THIS CONTRACT. 1. CONCRETE QUALITY SHALL BE 3000 PSI @ 28 DAYS (ASTM C94) UNLESS NOTED OTHERWISE. 6. AISI "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS E. ALL BUILT-UP BEAMS, GIRDERS POSTS TO BE SPIKED AT 12" ON CENTER AND FASTENED TO A. WORKMEN'S COMPENSATION $ 1,000,000 2. SLUMP SHALL CONFORM TO ASTM C-143-58 MAXIMUMS AND MINIMUMS 7. AWS "STRUCTURAL WELDING CODE", SDI "STEEL ROOF DECK MANUAL"

2. SLUMP SHALL CONFORM TO ASTM C-143-58 MAXIMUMS AND MINIMUMS 7. AWS "STRUCTURAL WELDING CODE", SDI "STEEL ROOF DECK MANUAL" SUPPORTS WITH 2 1/2" BOLTS. NO FACE SPLITS SHALL BE ALLOWED ON GIRDERS. B. PERSONAL INJURY $ 1,000,000 3. CONCRETE SHALL BE THOROUGHLY MIXED. NO SEGREGATION OF MATERIALS SHALL BE 8. COMPLY WITH APPLICABLE PROVISIONS EXCEPT AS OTHERWISE INDICATED. I. BEAMS, GIRDERS AND OTHER CONCENTRATED LOADS SHALL BEAR ON SOLID MASONRY OR C. AUTOMOBILE $ 1,000,000 ALLOWED. 9. IF STRUCTURAL DRAWING NOTATIONS DIFFER FROM ABOVE AND THESE SPECIFICATIONS, THEN FILLED CORES OF BLOCK. 4. ALL CONCRETE POURS SHALL BE CONTINUOUS FROM WALL TO WALL OR CONTROL JOINTS AS MOST RESTRICTIVE REQUIREMENTS WILL APPLY. F. FRAMINGS AROUND FLUES AND CHIMNEYS: COMBUSTIBLE FRAMING SHALL BE TRIMMED NOT N. THE ARCHITECT HAS NO CONTRACTUAL OBLIGATIONS TO THE CLIENT BEYOND THE PREPARATION OF SHOWN ON DRAWINGS. LESS THAN 2" FROM FLUES AND CHIMNEYS AND 6" AWAY FROM FLUE OPENINGS. DRAWINGS SUITABLE FOR FILING FOR A BUILDING PERMIT. THE ARCHITECT DOES NOT HAVE 5. VIBRATE CONCRETE AS REQUIRED. C. SUBMITTALS G. FOUNDATION AROUND ANCHORAGE: WALL SILL PLATES SHALL BE ANCHORED TO FOUNDATION CONSTRUCTION ADMINISTRATION RESPONSIBILITY. THE INFORMATION SHOWN ON THE DRAWINGS AND 6. PROVIDE CONSTRUCTION, ISOLATION, EXPANSION AND CONTROL JOINTS AS INDICATED OR 1. SUBMIT SHOP DRAWINGS SHOWING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION, WALLS WITH 1/2" DIAMETER ANCHOR

ISOLATION, EXPANSION AND CONTROL JOINTS AS INDICATED OR 1. SUBMIT SHOP DRAWINGS SHOWING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION, WALLS WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED NOT LESS THAN 16" IN GROUTED UNIT SPECIFICATIONS CONSTITUTES THE EXTENT OF ARCHITECTURAL SERVICES RENDERED TO THE CLIENT. REQUIRED. ASSEMBLY AND ERECTION. MASONRY. PROVIDE MIN. 2 ANCHOR BOLTS PER PLATE, PLACED 1'-0" MAX. FROM ENDS AND THE ARCHITECT LIMITS HIS RESPONSIBILITY TO INFORMATION NOTED ON DRAWINGS AND/OR 7. SET AND BUILD INTO THE WORK, ANCHORING DEVICES AND ALL OTHER ITEMS REQUIRED FOR 2. FURNISH ANCHOR BOLTS REQUIRED FOR INSTALLATION IN OTHER WORK: FURNISH TEMPLATES SPACED 6'-0" ON CENTER MAXIMUM. SILL PLATES BEARING ON MASONRY SHALL BE WOLMANIZED. SPECIFICATIONS. OTHER WORK THAT IS ATTACHED TO OR SUPPORTED BY CAST IN PLACE CONCRETE. FOR BOLT INSTALLATION. PROGRESS DATE: 29-01-2026 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTION OF CONCRETE WORK WHICH DOES 3. SHOW COMPLETE DETAILS AND SCHEDULES (IF REQUIRED) FOR LAYOUT AND TYPES OF DECK D. STAIRS O. CONTRACTOR SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND CONDITIONS BEFORE NOT CONFORM TO THE SPECIFIED REQUIREMENTS. PANELS, ANCHORAGE, SUPPLEMENTARY FRAMING, CUT OPENINGS, AND ACCESSORIES. A. PROVIDE WOOD STAIRS WHERE SHOWN. PROCEEDING WITH CONSTRUCTION. HE SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR 4. REVIEW OF SHOP DRAWINGS SHALL BE FOR DESIGN AND GENERAL CONSTRUCTION ONLY AND B. STAIRS SHALL BE CONSTRUCTED TO SUPPORT THE DEAD LOAD IN ADDITION TO THE LIVE LOAD OF

4. REVIEW OF SHOP DRAWINGS SHALL BE FOR DESIGN AND GENERAL CONSTRUCTION ONLY AND B. STAIRS SHALL BE CONSTRUCTED TO SUPPORT THE DEAD LOAD IN ADDITION TO THE LIVE LOAD OF JM PRINCIPAL IN CHARGE CORRECTION PRIOR TO BEGINNING ANY WORK. THE DISCOVERY OF DISCREPANCIES AFTER THE F. TESTING, INSPECTION AND REPAIR NOT FOR DIMENSIONS, QUANTITIES OR FIELD FIT. 100 PSF WITH A LEGAL FACTOR OF SAFETY, AND SHALL MEET ALL REQUIREMENTS OF THE LAWS AND BEGINNING OF WORK WILL BE EVIDENCE OF FAULTY WORK AND SHALL BE THE RESPONSIBILITY OF THE 1. THE CONTRACTOR SHALL EMPLOY AT HIS EXPENSE, A TESTING LABORATORY ACCEPTABLE TO THE THE APPROVAL OF THE AUTHORITIES HAVING JURISDICTION. CC CONTRACTOR. DO NOT SCALE DRAWINGS. ARCHITECT TO PERFORM MATERIAL EVALUATION TESTS AND TO DESIGN CONCRETE MIXES. THIS D. MATERIALS C. INSTALL STAIRS IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES INCLUDING, BUT PROJECT TEAM LABORATORY SHALL PERFORM ALL OTHER TESTS AS REQUIRED BY THESE SPECIFICATIONS AND/OR PROVIDE MATERIALS WHICH CONFORM TO THE FOLLOWING STANDARDS:

LABORATORY SHALL PERFORM ALL OTHER TESTS AS REQUIRED BY THESE SPECIFICATIONS AND/OR PROVIDE MATERIALS WHICH CONFORM TO THE FOLLOWING STANDARDS: NOT LIMITED TO, IBC, ANSI. P. THE CONTRACTOR AND/OR OWNER AGREES TO ASSUME, AND DOES HEREBY ASSUME ALL LIABILITY THE ARCHITECT. FOUNDATIONS ARE DESIGNED TO BEAR ON RESIDUAL SOIL OR ENGINEERED 1. STEEL PLATES, SHAPES, BARS: ASTM A 441 GRADE 50 D. INSTALLATION SHALL BE RIGID, SUBSTANTIAL CONSTRUCTION THROUGHOUT, PLUMB AND TRUE TO JM CHECKED BY FOR AND SHALL AND DOES HEREBY AGREE TO INDEMNIFY AND SAVE HARMLESS THE ARCHITECT COMPACTED FILL WITH AN ALLOWABLE BEARING PRESSURE OF 3000 PSF. VERIFY SOIL CAPACITY AT 2. COLD-FORMED STEEL TUBING: ASTM A 500, GRADE B EXACT LINES AND LEVELS, POSITIONED IN CORRECT LOCATIONS AND IN PROPER RELATION TO SHEET DESCRIPTION AGAINST ANY AND ALL LOSS, COST, CHARGE, OR DAMAGE ARISING FROM INJURIES SUSTAINED BY TIME OF EXCAVATION. 3. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE

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