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© 2023 Crafted Concepts Architecture P.C. All rights reserved. No part of this document may be reproduced or utilized in any form, without prior written authorization by Crafted Concepts Architecture P.C. GENERAL NOTES FOR EXISTING BUILDINGS GENERAL NOTES FOR EXISTING BUILDINGS: 1. SET STRUCTURAL MEMBERS LEVEL, AND PLUMB, IN CORRECT POSITION. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 2. CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES, EXCEPT WHERE INDICATED IN PLANS. MASONRY: 1. CODES AND STANDARDS COMPLY WITH THE PROVISIONS OF THE LATEST EDITIONS OF: 2. TMS 402 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" 3. TMS 602 "SPECIFICATIONS FOR MASONRY STRUCTURES" 4. ALLOWABLE MORTAR TYPES: 5. TYPE S MORTAR WITH 1800 PSI MIN, COMPRESSIVE STRENGTH 6. ALLOWABLE GROUT PER ASTM C476 MINIMUM 2500 PSI 7. ALLOWABLE CMU STRENGTH PER ASTM C90 MINIMUM 3250 PSI 8. GROUT SLUMP: 9" AND 11" CONCRETE: 1. CODES AND STANDARDS COMPLY WITH THE PROVISIONS OF THE LATEST EDITIONS OF: 2. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 3. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" 4. ACI 305 "HOT WATER CONCRETE" 5. ACI 306 "STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING" 6. ACI 308 "STANDARD PRACTICE FOR CURING CONCRETE" 7. COMPRESSIVE STRENGTH AT 28 DAYS 3000 PSI 8. SLUMP: 3" TO 5" 9. MAXIMUM AGGREGATE SIZE: 3/4" 10. NO CHLORIDE OR OTHER UNAUTHORIZED ADMIXTURES SHALL BE USED 11. AIR ENTRAINMENT OF 4% TO 6% BY VOLUME. 12. NO CONCRETE SHALL BE PLACED WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES FAHRENHEIT UNLESS PLACEMENT PROCEDURE IN COMPLIANCE WITH ACI 305 OR ACI 306. 13. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT PERMIT COLD JOINTS TO OCCUR. 14. CURING: BEGIN INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM EXPOSED SURFACES. WHERE POSSIBLE, KEEP CONTINUOUSLY WET FOR 72 HOURS. CONTINUE CURING BY USE OF MOISTURE RETAINING COVER OR MEMBRANE-FORMING CURING COMPOUND. 15. NO CONCRETE SHALL BE DROPPED MORE THAN 4 FEET INSIDE A FORM. 16. CONCRETE FOOTINGS SHALL BE PLACED ON 4" COMPACTED CRUSHED GRAVEL WHICH IS PLACED UNDISTURBED NATIVE SOIL. STRUCTURAL STEEL: 1. ALL WIDE FLANGE SHAPES SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI; CHANNELS, PLATES, N AND ANGLES A MINIMUM OF 36 KSI; ROUND STRUCTURAL TUBES A MINIMUM OF 42 KSI; AND U R O RECTANGULAR TUBES A MINIMUM OF 46 KSI. R FO TI 2. ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED (HDG) UNLESS NOTED OTHERWISE. C 3. WELDING SHALL BE DONE WITH A FILLER MATERIAL HAVING A MINIMUM TENSILE STRENGTH OF 70 ST T KSI O NO 4. BOLTED CONNECTIONS SHALL USE 5/8" DIA. ASTM A325 BOLTS WITH THREADS INCLUDED IN THE SHEAR PLANE, UNLESS NOTED OTHERWISE. N 5. ALL STEEL FABRICATION, FURNISHING, DELIVERY, AND ERECTION OF STRUCTURAL STEEL AND THEIR COMPONENTS SHALL BE PERFORMED IN ACCORDANCE WITH 2018 IBC WITH 2020 NYS AMENDMENTS, C AWS D1.1, AND AISC MANUAL OF STEEL CONSTRUCTION 15TH EDITION. 6. SHOP DRAWINGS OF ALL STRUCTURAL STEEL SHALL BE PERPARED AND SUBMITTED FOR REVIEW IN ACCORDANCE WITH AISC STANDARDS SHOWING ALL SHOP AND ERECTION DETAILS INCLUDING CUTS, COPES, CONNECTIONS, ETC. BUILDING PERMIT SUBMISSION 30 JUL 2025 Date Description Rev. 1 WEST SENECA, NEW YORK 14224 5700 SENECA 5700 SENECA STREET G100 5/12/2026 5:35:07 PM EXISTING SITE NOTE: SCALE INDICATED IN PDF MAY DIFFER FROM SCALE ON THIS SHEET/PRINT SURVEY & GENERAL NOTES FOR EXISTING BUILDINGS Page 363 of 849