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FLOOR LIVE LOAD (OFF 1 GES) . . .............. ..
<br />.... ............ . 50 P5F OR 2,000 L65.
<br />FLOOR LIVE LOAD (ASSEMBLY) . .. ..................
<br />.. .. ....... .100 PSF OR 1,000 L a
<br />FLOOR LIVE LOAD (LIGHT STORAGE/EXHIBIT) . .... ....
<br />.. .. .... ........ .. .. .. .... .125 P5F.
<br />FLOOR LIVE LOAD (RETAIL) .............. I .........
<br />I .. I ....... .100 P5F OR 1,000 L55.
<br />STAIR AND EXITS LIVE LOAD . .. ........ ..............
<br />:. ....... . 100 P5F OR 1,000 L55.
<br />6UARDRAIL5/E3AL6ONY RAILS (EXIT FACILITY) . ..............
<br />.... ...... .50 PLF OR 200 LBS.
<br />MECHANICAL UNITS . .... .... ............ ..........
<br />. HEIGHTS FURNISHED BY MANUFACTURER
<br />SNON ............ .......... .... .... ..........
<br />.... . . ROOF SNOW LOAD = 2b P5F
<br />.. ...... .... .... .... I ....... .. ............
<br />...... . IMPORTANCE FACTOR Is = 1.1
<br />NIND. .........ANALY515 PROCEDURE: ASGE 1-10 CHAPTER 21 "PART II - ENGLOSED 51MPLE DIAPHRAGM"
<br />. .. .. .... ...... .. .. .... ........ .... ......
<br />I ... .... .. .. .. . . R15K CATEGORY I I I
<br />................ :............. ........
<br />........................ .115MPH
<br />. .. ... ...... .. ........ .. ..
<br />............. .. .. .. .. EXPOSURE 11511
<br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />. . . . . . . . . . . .TOPOGRAPHIC FACTOR Kzte 10.��.,.
<br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />NIND BASE SHEAR, NORTH/SOUTH Vw m,(155 K
<br />.. .. .. ............
<br />WIND BASE SHEAR, EAST/HEST Vw 114 K�
<br />CLADDING / WINDOW DE516N PRE55URE (MAX.) . .... ......
<br />.. .. .. .. ...... .... .. .. . 61 P5F
<br />ROOFING DE516N PRE55URE NOT AT A CORNER (MAX.) . ........
<br />.. .. .... .... .. .. .. .. . a4 P5F
<br />ROOFING DESIGN PRE55URE AT CORNER (MAX.) . ............................
<br />THE DESIGN NIND PRESSURES L15TED ABOVE ARE INNARD OR OUTNARD AND ARE BASED ON AN EFFECTIVE
<br />NIND AREA OF 10 SQUARE FEET NEAR A BUILDING CORNER, U.O.N. CORNER AND OTHER ZONES ARE DEFINED
<br />BY FIGURE 30.5-1 IN ASCE 1-10. REDUCED DESIGN PRE55URE5 MAY BE CALCULATED U51N6 ASGE 1. NOTE
<br />THAT THE DESIGN NIND PRE55URE5 NOTED ABOVE ARE ULTIMATE VALUES PER THE 2015 IBC AND SHALL BE
<br />MULTIPLIED BY 0.6 FOR ALLONABLE 5TRE55 DESIGN.
<br />EARTHQUAKE. . .. ....... . . ANALY515 PROCEDURE: I156 "EQUIVALENT LATERAL FORCE PROCEDURES"
<br />. . ........ .. .. ... ... .... .. ....... I .. . SEISMIC DESIGN CATEGORY (SDC) ® D
<br />. .... .... .... . .. .. .. .. .... .. .. ............ .. .. .. .... . R15K CATEGORY o III
<br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEISMIC SITE CLASS a D
<br />......... .. .. .... ........ .. .. .. .... .... IMPORTANCE FACTOR Ic ® 1.25
<br />... .. .. .. .. .... .. . MAPPED MOE 55 m 1.32; 51 m O.5O
<br />. .. ................ .... .. ...... .. .. .... . DE51ON ACCELERATION 5ds ® Oba; 5dl © 0.50
<br />MAIN BUILDING SEISMIC RE515TIN6 SYSTEM: STEEL DUCKLING -RESTRAINED BRACED FRAMES, R m �D.O
<br />. . . . . . . . . . . . MEZZANINE 5E15MI6 RE515TIN6 5Y5TEM: HOOD PANEL BEARING SMEAR NALL, Pv ,®-4�;
<br />..................................... 5E15MIG BASE SHEAR, V5 256 K
<br />5EE PLANS FOR ADDITIONAL LOADING CRITERIA. P05T ALL COMMERCIAL OR INDUSTRIAL LIVE LOADS OVER
<br />50 P5F PER IE36 SECTION 106.
<br />5. LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR NALLS
<br />OR BRACED FRAMES. MOMENTS, SHEARS AND ROTATIONAL FORCES ARE BASED ON THE RIGIDITY OF EACH
<br />SHEAR NALL OR BRACED FRAME AND ARE CARRIED BY THE SHEAR NALLS OR BRACED FRAMES TO THE
<br />FOUNDATION.
<br />4. STRUCTURAL PRANIN65 SHALL BE USED IN OONJUNCTION KITH ARCHITECTURAL DRAWINGS FOR
<br />BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMEN51ON5 AND CONDITIONS FOR
<br />COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
<br />5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO
<br />COMMENCING ANY NORK. ALL DIMEN51ON5 OF EXISTING CONSTRUCTION SHONN ON THE DRANINGS ARE
<br />INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED.
<br />6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
<br />COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE KITH THE PLANS.
<br />1. CONTRACTOR SHALL BE RE51F®N51BLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
<br />TECHNIOUE5, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THEIR NORK. THE STRUCTURAL ENGINEER
<br />HAS NO OVERALL, SUPERVISORY AUTHORITY OR ACTUAL, AND/OR DIRECT RE5PON51BILITY FOR THE SPECIFIC
<br />NORKING OONDITIONS AT THE 51TE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY
<br />TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR
<br />REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE ONNER, CONTRACTORS, OR OTHER ENTITIES OR
<br />PERSONS AT THE PROJEGT SITE.
<br />5. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND
<br />5TRUC,TURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHONN ON
<br />SHOP DRAWINGS ONLY HILL NOT 5AT15FY TH15 REQUIREMENT.
<br />q. ORANINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. NHERE CONDITIONS ARE
<br />NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, 51MILAR DETAILS OF
<br />CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEN AND APPROVAL BY THE ARCHITECT AND THE
<br />STRUCTURAL ENGINEER. NHERE INFORMATION ON THE DRAdNINGS 15 IN CONFLICT KITH THE SPECIFICATIONS,
<br />THE MORE STRINGENT SHALL APPLY, SUBJECT TO REVIEN AND APPROVAL BY THE ARCHITECT AND THE
<br />5 I CTURAL ENGINEER. DO NOT SCALE THE DRANINGS.
<br />10. ALL STRUCTURAL 5Y5TEM5 NHICH ARE COMPOSED OF FIELD ERECTED GOMPONENTS SHALL BE
<br />SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN
<br />ACCORDANCE KITH INSTRUCTIONS PREPARED BY THE SUPPLIER.
<br />1. 5HOP DRAViIN65 FOR REINFORCING 5TEEL (FOR BOTH (,ON( RETE AND MA50NRY rON5TRU( TION),
<br />".)• BRACES, W PANEL5, METAL DECKING, GLUED LAMINATED MEMBERS, AND c
<br />SHALL BE 5UBMITTED TO THE ARCHITECTD 5TRUCTURAL EN61NEER FOR
<br />REVIEN PRIOR TO
<br />FABRICATION
<br />3 ENERAL 5TRUCTURAL N
<br />,viing _..
<br />y unless 5hoyin othemise, on the, plam)
<br />'12. SHOP ORANIN6 REVIEN: DIMENSIONS AND QUANTITIES ARE NOT REVIEV4ED BY THE ENGINEER OF
<br />RECORD, AND THEREFORE MUST DE VERIFIED BY THE CONTRACTOR. CONTRACTOR 5HALL REvIEN AND
<br />STAMP ORANIN65 PRIOR TO REVIEN BY EN61NEER OF RE( ORD, CONTRACTOR 5HALL REVIEIN DRAMIN65
<br />FOR CONFORMANCE AITH THE MEAN5, METHODS, TECHNIGUE5,5EOUENCE5 AND OPERATION5 OF
<br />CONSTRUCTION,
<br />..11 _ R .. *. r a .. - . PRE(
<br />R AUTION5 AND
<br />PROGRAMS
<br />,rsA INCIDENTAL THERETO.
<br />_ T ,
<br />13. Faye .R ... - ___ s . _D BY
<br />THE = _- - ARE NOT CHANGE ORDERS.
<br />OF SHOP DRANIN6 SUBMITTALS
<br />BY
<br />THE
<br />1,
<br />r 4 _
<br />T THE
<br />CONTRACTOR UNDER5TAND5 THE DE516N CONCEPT, BY INDICATING NHIrH MATERIAL 15 INTENDED TO BE
<br />FURN15HED AND INSTALLED AND BY DETAILING THE INTENDED FABR16ATION AND IN5TALLATION METHOD5. IF
<br />DOCUMENTS ARE DISCOVERED EITHERPRIOR TO R AFTER OPDRAY41NO SUBMITTALS gym' PROCE55ED BY
<br />4. DEFERRED 5UE3MITTAL5 OF DESIGN BUILD GOMPONENT5 SHALL BEAR THE STAMP AND SIGNATURE OF A
<br />STATE OF NA5HINGTON RE615TERED O,_ APPROVED BY THE
<br />COMPONENT DESIGNER PRIOR TO CURSORY REVIEN BY THE ENC71NEER OF RECORD FOR LOAD5 IMP05ED ON
<br />THE BA51G STRUCTURE. THE COMPONENT DE516NER 15 RESPONSIBLE FOR CODE CONFORMANCE AND AL_ _ O _ i
<br />NS NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR 5TRUGTURAL DRANIN65.
<br />DEFERRED T MAGNITUDE AND DIRECTION OF ALL LOAD5 IMPOSED ON BA516
<br />STRUCTURE AND SHALL INCLUDE DE516N O-
<br />THE FOLLONIN6 COMPONENTS SHALL BE DEFERRED 5UBMITTAL5 FOR TH15 PROJECT:
<br />6UARDRAIL5, BUCKLING RESTRAINED BRACED FRAME5,5TAIR5, EXTERIOR CLADDING, CRANE FArADE, AND
<br />7s
<br />N _rNi
<br />.. .
<br />b. FOUNDATION NOTES: 506RADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION,
<br />AND
<br />FILLING
<br />-.,w w -. ! _.. .. _ -. .' .._ k;LL CONFORM STRICTLY
<br />' %:- 1%5
<br />_
<br />GIVEN IN
<br />6EOTECHNICAL REPORT OR AS DIRECTED BY THE GEOTE6HNI6AL ENGINEER. FOOTIN65 SHALL BEAR ON
<br />50LID UND15TURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 0" BELOA
<br />MINIMUM AN12 FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTIN65 MU5T BE ESTABLISHED BY THE
<br />CONTRAGTOR IN THE FIELD NORKIN6 NITH THE TESTING LAB AND 6EOTF-GHNIGAL ENGINEER, UNLE55
<br />OTHERA15E NOTED, FOOTIN65_ w CENTERED UNDER
<br />BACKFILL BEHIND ALL RETAINING NALL5 AITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR
<br />SUBSURFACE DRAINAGE AS NOTED IN THE 6EOTEGHNIGAL REPORT.
<br />t ►Jrtl--= 1.,..
<br />A. FOOTINGS, 5,000 P51 511 5-1/2 SACKS 1-1/411
<br />SLAJ55-0-6RADE,
<br />TOPPING 5LA55
<br />B. 5LAB5 ON METAL 5,000 P51 511
<br />5-1/2 5ACK5 3/411
<br />DECK, STAIR
<br />LANDINGS
<br />AND TREADS
<br />6. ALL STRUCTURAL 4,000 P51 411 6-1/2 SACKS 5/411
<br />CONCRETE EXCEPT
<br />NALLS
<br />D. CONCRETE NALLS 4,000 P51 511 6-1/2 SACKS 5/41'
<br />MIXES SHALL BE PROPORTIONED 50 A5 NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED (BEFORE THE
<br />ADDITION OF ADMIXTURES). THE HATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45
<br />FOR ALL SLABS AND EXPOSED CONCRETE.
<br />THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE
<br />MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO
<br />NEEKS PRIOR TO PLACING ANY CONCRETE. (THE N/C RATIO LIMITS STILL APPLY). THE PERFORMANCE MIX
<br />SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITIOU5 MATERIAL, FINE AND COARSE AGGREGATE, NATER
<br />AND ADMIXTURES AS DELL AS THE TER/CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING
<br />STRENGTH DATA IN ACCORDANCE KITH ACI 501. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO
<br />ASTM O4g4 AND G6Ia RESPECTIVELY. FLY ASH PERCENTAGE OF TOTAL CEMENTITIOUS MATERIAL SHALL NOT
<br />EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH
<br />SHALL BE BROUGHT TO THE ATTENTION OF THE ONNER. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF
<br />RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT
<br />DOCUMENTS. CONTRACTOR MAINTAINS FULL RE5PON5IE3ILITY FOR SPECIFIED PERFORMANCE.
<br />ALL OONGRETE KITH SURFACES EXPOSED TO STANDING NATER SHALL BE AIR ENTRAINED KITH AN AIR
<br />ENTRAINING AGENT CONFORMING TO ASTM C26O. TOTAL AIR CONTENT FOR FRO5T-E515TANT CONCRETE
<br />SHALL BE IN ACCORDANCE KITH AGI 51aa14 TABLE 1q.53J.
<br />21. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 51), GRADE 60, fy = 60,000 1?51,
<br />GRADE 60 REINFORCING STEEL INDICATED ON DRANINGS TO BE NELDED SHALL CONFORM TO ASTM Al06.
<br />REINFORCING STEEL COMPLYING KITH ASTM A615 (51) MAY BE NELDED ONLY IF MATERIAL PROPERTY
<br />REPORTS INDICATING CONFORMANCE KITH MELDING PROCEDURES SPECIFIED IN AJA1.5. DIA ARE SUBMITTED.
<br />22. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE KITH AGI
<br />515 AND 51 b. LAP ALL REINFORCEMENTS IN ACCORDANCE N I TH "THE REINFORCING SPLICE AND
<br />DEVELOPMENT LENGTH SCHEDULE." PROVIDE CORNER BARS AT ALL NALL AND FOOTING INTERSECTIONS.
<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 11NETm5ET" INTO
<br />THE CONCRETE. PROVIDE A 20' LONG REDAR GROUND (LIFER GROUND) PER ELECTRICIAN,
<br />25. CONCRETE PROTECTION (COVER) FOR REINFORCING 5TEEL SHALL 13E AS FOLLONS:
<br />FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND
<br />PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . . . . . . . . . . . . . . ............ . . . . . . . . . 511
<br />.
<br />FORMED J,SURFACES EXPOSED TO EARTH (i.e. NALLS BELON GROUND) OR
<br />HEATHER ............... 211
<br />......................................................
<br />COLUMN TIES OR 5PIRAL5 AND BEAM STIRRUPS . .. .......... .. .. .. .... . I-I/211
<br />5LAE35 AND HALLS (INTERIOR FACE) ...................... .. .. .. ..... 111
<br />24. CONCRETE NALL REINFORCING -PROVIDE THE FOLL®PING UNLE55 DETAILED OTHERNISE:
<br />NALL THICKNE55 VERTICAL BARS HORIZONTAL BARS
<br />- FUNWHIMMUN
<br />LLJ
<br />Lij
<br />uj
<br />W
<br />®
<br />LO
<br />W
<br />e
<br />U
<br />Drawing:
<br />
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