2621 ROCKEFELLER AVE 2019 Plans 2022-12-01

STRUCTURAL NOTES POST TENSIONING NOTES SHOTCRETE NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) WOOD I -JOISTS GENERAL CONCRETE GENERAL NOTES WOOD I -JOISTS, MANUFACTURED BY THE TRUS JOIST CORPORATION SHALL RE SIZED AND DETAILED TO FIT THE 1. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED 1. DESIGN AND CONSTRUCTION SHALL RE IN ACCORDANCE WITH ACI CODES AND SPECIFICATIONS. ALL CONCRETE ALL SHOTCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE IBC SECTION 1910, AMERICAN CONCRETE DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SHALL DEVELOP THE SPECIFIED COMPRESSIVE STRENGTH (F'C) WITHIN 28 DAYS. ALL CONCRETE SHALL BE STONE INSTITUTE (ACI) 506R GUIDE TO SHOTCRETE, ACI SPECIFICATIONS FOR SHOTCRETE, AND ACI 516.411 GUIDE FOR THE VALUES AND SECTION PROPERTIES ASSIGNED BY THE BUILDING CODE. SIMILAR CONDITIONS. ALL WORK AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, AGGREGATE 3/4" MAXIMUM AGGREGATE SIZE (ASTM NO. L-67) THE USE OF FLY ASH IS PERMISSIBLE, SEE NOTE EVALUATION OF SHOTCRETE, REGULATIONS AND SAFETY REQUIREMENTS, #8 BELOW, PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED. MANUFACTURER A PRE -CONSTRUCTION MEETING WITH THE CONTRACTOR, SPECIAL INSPECTOR, AND BUILDING OFFICIAL IS SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. INSTALL PER 2. DISCREPANCIES: THE CONTRACTOR SHALL INFORM THE ENGINEER, IN WRITING, DURING THE BIDDING PERIOD OF 2. INSERTS: SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZES AND LOCATIONS OF HOLES, SLEEVES, REQUIRED TO DISCUSS AND REVIEW THE SHOTCRETE PROCEDURES, WHICH SHALL INCLUDE THE LIFT HEIGHT, MANUFACTURER'S RECOMMENDATIONS. ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR OF ANY REGLETS, MASHERS, BOLTS, NOTCHES, DRIPS, ETC, SEE STRUCTURAL DRAWINGS FOR EMBEDDED INSERTS, AND NOZZLER APPROVAL, NOZZLER'S ASSISTANT (BLOW PIPE OPERATOR) APPROVAL, EQUIPMENT, METHOD OF TAKING PRE -MANUFACTURED WOOD TRUSSES VARIATIONS NEEDED IN ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH ANCHORS IN CONCRETE. COMPRESSION TEST SAMPLES, DESIGN MIX, SLUMP, AND PRE -CONSTRUCTION TESTING. WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DISCREPANCY, OMISSION OR VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND WORK SHALL BE PERFORMED IN A MANNER AS DIRECTED BY THE ENGINEERS, 3, ADMIXTURES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL, CALCIUM CHLORIDES SHALL NOT BE PERMITTED IN ANY CONCRETE OR GROUT. ANY SHOTCRETE COMPRISED OF COARSE AGGREGATE SHALL NOT USE COARSE AGGREGATE EXCEEDING 3/4 INCH. P INDOOR 11 s. a - Awl 1101will Tula ! h x - s rx !gA . rli'1tTY�; TsIC) l Yl 1. BEARING WALL FRAMING REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2. WALL BASE PLATE ON CONCRETE f ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS, EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 10d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS, THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE, CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. Mum A) THEY SHALL BE NOT LARGER THAN ONE THIRD THE OVERALL THICKNESS OF THE SLAB IN WHICH THEY ARE EMBEDDED. B) THEY SHALL BE SPACED NOT CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER, AT ELECTRICAL ROOMS OR CONGESTED AREAS WHERE MINIMUM SPACING CANNOT BE ACHIEVED USE #5 AT 12" O.C. EACH WAY EXTENDING A MINIMUM OF TWO FEET BEYOND CONGESTION. MORE THAN ONE LAYER OF CONDUIT IS NOT PERMITTED UNLESS APPROVED BY THE ENGINEER. C) THEY SHALL NOT IMPAIR SIGNIFICANTLY THE STRENGTH OF CONSTRUCTION. D) THEY ARE NOT EXPOSED TO RUSTING OR OTHER DETERIORATION. E) THEY ARE OF UNCOATED OR GALVANIZED IRON OR STEEL NOT THINNER THAN STANDARD SCHEDULE 40 STEEL PIPE. 8. CONCRETE MIX DESIGN SHALL COMPLY WITH THE FOLLOWING: REINFORCING BARS USED IN SHOTCRETE CONSTRUCTION SHALL USE NO. S OR SMALLER BARS, NO.6 BARS AND LARGER MAY BE USED IF DEMONSTRATED THROUGH PRE -CONSTRUCTION TESTS THAT ADEQUATE ENCASEMENT OF LARGER BARS CAN BE ACHIEVED. ! - z ABBREVIATIONS (A) --- ABOVE �KSI I GLB GLUE -LAMINATED BEAM AB` ANCHOR BOLT - HORIZ--- � HORIZONTAL ALT -ALTERNATE--- -- --- KP - ----- ---- KING POST ARCH -- ---- �A CHITECT --- KIP PER SQUARE INCH (B) BD BELOW BAR DIAMETER L ANGLE — MECH MECHANICAL BLKG _ _ 7 BLOCKING - - -- I—M F --MOMENT FRAME - ------ IM BOT BEAM BOTTOM MTL METAL NS NEAR SIDE --_ - - BRNG BEARING OC ON CENTER BTWN BETWEEN OPP OPPOSITE CJP COMPLETE JOINT PENETRATION - --- PL ----�-PLATE --- - -CL R CLEAR---- PLCS -PLACES CMU - COL CONC �-CONCRETE--- --.--_- CONCRETE MASONRY UNIT COLUMN - - ----- ---� PSI --- � POUNDS PER SQUARE INCH �PSF POUNDS PER SQUARE FOOT P/T POST TENSIONED CONK -- CONNECTION —� i PT ------ PRESSURE TREATED ------ -- CONT � CONTINUOUS ---------- REINF ----� �_REQ'D -- REINFORCING---------^- ---- REQUIRED - - -- COORD jj COORDINATE --- - DBL DOUBLE SCHED SCHEDULE LET DETAIL - Sim --- SIMILAR ' DIA ----� DiAMETER--------- -SOG-----1--SIB ON GRADE -- --- DIM--DIMENSION -- - STD -- F STANDARD DiR DIRECTION - ---- - STIFF F ST EFFIST NER - ------ -- EA ---- EACH -- STL STEEL -------------- ELEV-- ELEVATION �- SYMM SYMMETRICAL ES -- EACH SIDE SW SHEARWALL EX -- 1- EXISTING -- TOC -i-- TOP OF CONCRETE EXP -- ----- ---� EXPANSION----_ ------) TOS TOP OF STEEL --� - FLR -- - FLOOR TOW TOP OF WALL FDN FOUNDATION TYP TYPICAL --- FTG FOOTING UNO UNLESS NOTED OTHERWISE FS —FAR --- -- SIDE VERT VERTICAL GC GENERAL CONTRACTOR WF WIDE FLANGE - 05/ i4/ 20 �I - (I Y { M.y{ I f ° n i I r Ow 01" In SHEET: