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1. ALL MATERIALS WORKMAN5HIP DESIGN AND GON5TRU6TION SHALL CONFORM TO THE DRAWINGS, <br />SPECIFICATIONS, THE 2015 EDITION OF THE INTERNATIONAL BUILDIN6 CODE <br />2. DESIGN LOADING CRITERIA <br />ROOF 5NOW LOAD ....... ................ 25 P5F <br />FLOOR LIVE LOAD (OFFICES) . .. ...... ....... 50 P5F OR 2,000 1-155. <br />PARTITION LIVE LOAD . .. ................ ........ . 15 P517 <br />PARTITION LIVE LOAD HORIZONTAL. ................. . 5 P5F <br />STAR AND EXIT5 LIVE LOAD. ... ...... ..... . 100 P5F <br />CORRIDOR / LOBBY LIVE LOAD AT FIR5T FLOOR (OFFICES).. . 100 P5F OR 2,000 L135, <br />MECHANICAL UNITS .................. WEIGHTS FURN15HED BY MANUFACTURER <br />WIND....... . ANALY515 PROCEDURE: A56E 1-10 CHAPTER 21 "PART II ® EN61-05ED SIMPLE DIAPHRAGM" <br />R15K 6ATE6ORY 11 <br />110 MPH <br />. ........ . EXP05URE f11311 <br />. ........ . TOPOGRAPHIC FACTOR Kzt w 1.0 <br />CLADDING / WINDOW DE516N PRESSURE (MAX.) .................. 55 P5F <br />ROOFINGS PE516N PRESSURE NOT AT A CORNER (MAX,) ............ 44 P5F <br />ROOFING DESIGN PRE55U E AT CORNER (MAX.) . . . . . . . . . . . . . . . . . 61 P5F <br />EARTHQUAKE. . ANALY515 PROCEDURE: 15G "EQUIVALENT LATERAL FORCE PROCEDURE" <br />. ........ . SEISMIC DE516N CATEGORY (506) m D <br />. ........ . R15K GATE6ORY ® 11 <br />........ . 5E1546 51TE CLA55 a D <br />....... . IMPORTANCE FACTOR le, g 1.0 <br />MAPPED MCE 5s = 1.441; 5, ® 0.562 ZN <br />. ........ . DESIGN ACCELERATION 5d5 0 0.0165; 5d, ® 0.562 <br />...... . SEISMIC RESISTING SYSTEMS: STEEL ORDINARY CONCENTRICALLY BRACED FRAME5 R � 3.25 <br />SPECIAL REINFORCED MA50NRY SHEAR WALL5 z 5 <br />SEE PLAN5 FOR ADDITIONAL LOADING CRITERIA. POST ALL COMMERCIAL OR INDUSTRIAL LIVE LOADS OVER <br />50 P5F PER IBC 5E6TION I06. <br />5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO <br />COMMENCING ANY WORK. ALL DIMENSIONS OF EXI5TING CON5TRUCTION 5HOINN ON THE DRAWINGS ARE <br />INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED, <br />6. CONTRACTOR SHALL PROVIDE TEMPORARY BRA61NC7 FOR THE STRUCTURE AND STRUCTURAL <br />COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN AGGORDANGE 1NITH THE PLANS. <br />10. ALL STRUCTURAL SYSTEMS INHICH ARE COMP05ED OF FIELD ERECTED COMPONENTS SHALL BE <br />SUPERVISED BY THE SUPPLIER DURING MANUFACTURIN6, DELIVERY, HANDLIN6, STORAGE AND ERECTION IN <br />ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. <br />ii <br />�, the, plan5) <br />BA( KFILL BEHIND ALL RETAINING 11ALL5 INITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR <br />SUB5URFA6F DRAINAGE. <br />THE STRUCTURAL DESIGN 15 BASED ON THE FOLLOWING ASSUMED VALUES: <br />ALLOWABLE 501L PRESSURE . ..... .. .. .. .. .. .. .. .. . . 1,500 P5F <br />501L COEFFICIENT OF FRICTION . ...... .. .. .. .. . . 0,55 <br />SOIL DEN51 TY . .. .... .. .... .... .. .. .. .. ..... . . 120 PGF <br />11.1 MONITORING OF EXI5TING 5TRU6TURF5: A 5Y5 T EMATIC PROGRAM OF OE35ERVATION SHALL BE CONM6TED <br />DURING THE PROJECT EXECUTION TO DETERMINE THE EFFECT OF CONSTRUCTION ON ADJACENT FACILITIES <br />AND 5TRUCTURE5 IN ORDER TO PROTECT THEM FROM SERIOUS DAMAGE. A LI(EN5ED SURVEYOR (NOT THE <br />CONTRACTOR) MUST DO THE SURVEYING AT LEAST ONCE A INEEK. FIELD DATA AND MEASUREMENTS ARE <br />TO BE SUBMITTED TO STRUCTURAL AND GEO`ICHNICAL ENGINEER FOR REVFW. THE GEOTECHNICAL <br />ENGINEER SHALL CONTINUOUSLY MONITOR THE INSTALLATION OF THE NEIN FOUNDATIONS. SURVEYING MUST <br />CONTINUE UNTIL THE PERMANENT STRUCTURE (INCLUDING FLOOR SLABS AS BRACES) IS COMPLETE UP TO <br />STREET GRADE. THE FREQUENCY AND DURATION OF MONITORING SHALL BE DETERMINED BY THE <br />GEOTECHNICAL ENGINEER. <br />A. ALL NEIN OPENINGS THROUGH EXISTING LL5, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW <br />GUTTING WHEREVER POSSIBLE. <br />B. VERIFY ALL EXI5TIN69 CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. <br />G. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF P0551BLE. <br />D. WHERE NFIN REINFORCING TERMINATES AT EXI5TIN6 CONCRETE, REBAR DOWELS EPDXIED INTO THE <br />EXI5TIN6 CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLE55 OTHERWISE NOTED <br />ON PLAN5. <br />MIXES SHALL BE PROPORTIONED 50 A5 NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED (BEFORE THE <br />ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45 <br />FOR ALL 5LAB5 AND EXP05ED CONCRETE UNLE55 OTHF-RIN15E NOTED. <br />315 AND 518. LAP ALL REINFORCEMENTS IN ACCORDANCE V41TH "THE REINFORCING SPLICE AND <br />DEVELOPMENT <br />r,- LENGTH CORNER R 1.. ALL <br />INALL AND FOOTING IN <br />NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLE55 SPECIFICALLY 50 <br />DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO REINFORCING BARS SHALL BE "WET-5ET' INTO <br />THE CONCRETE, <br />22. CONCRETE PROTECTION (COVER FOR REINFORCING STEEL SHALL BE A5 FOLLOW5: <br />FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXP05ED TO EARTH. ... . 3" <br />FORMED 5URFAOE5 EXP05ED TO EARTH (i.e. WALL5 BELOW GROUND) OR WFATHER. ........ .. .. .. . . 2" <br />SLABS AND WALLS (INTERIOR FACE) .. ............ .. .. . ........ .. ...... I .. III <br />1- 6ONFORMIN6 TO <br />A5TMCIIO1 AND <br />B F j BY AN <br />MANUFACTURERAPPROVED ACCORDANCE INITH THE <br />MANUFAGTURER'5 PUBL15HED RECOMMENDATIONS. GROUT 5TREN6TH SHALL BE AT LEAST EQUAL TO THE <br />MATER., _ IT 15 PLACED (5000 <br />P51 MINIMUM). <br />25. EXPANSION BOLTS INTO GROUT FILLED OMU SHALL BE "KKK BOLT 3" EXPAN51ON ANCHORS AS <br />MANUFACTURED BY HILTI CORP. INSTALLED IN STRICT ACCORDANCE WITH I.C.C. REPORT NO. E5R-13b5 <br />IN6LUDIN6 STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED <br />FOR REVIEIN WITH I.C.G. OR IAPMO UE5 REPORTS IN0I6ATIN6 EQUIVALENT OR GREATER LOAD 6APACITIE5. <br />SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. <br />CITY OF EVERETT <br />REVIEWED OPERMIT <br />0 <br />U- <br />co <br />0 <br />1 <br />m <br />1 <br />etD <br />W <br />W <br />c <br />Drawing: <br />sto <br />