PB 25 12 Application

F. FRAMINGS AROUND FLUES AND CHIMNEYS: COMBUSTIBLE FRAMING SHALL BE TRIMMED NOT N S CO 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 BOLTS EMBEDDED NOT LESS THAN 16" IN GROUTED UNIT SPECIFICATIONS CONSTITUTES THE EXTENT OF ARCHITECTURAL SERVICES RENDERED TO THE CLIENT. REQUIRED. ASSEMBLY AND ERECTION.

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: 2025-10-15 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

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: 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

SUME 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 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

SONS 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 ’ 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

RIBED 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. TO THE JOB SITE, SUBMIT COMPLETE SHOP DRAWINGS TO THE OWNER FOR APPROVAL. A. DEMOLITION

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 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.

SI 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 DAMAGED FINISH AT CUTS. 5. TAKE FULL PRECAUTION TO PROTECT WORKMEN, PASSERBY, OR ANY OTHER PERSONS FROM NOT SPECIFIED TO BE GALVANIZED AFTER FABRICATION.

HER 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 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,

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 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.