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i STORAGE STRUCTURE(CADMAN 1) BUILDING CODE SUMMARY <br /> 4tit / DIMENSIONS:120'x 215'x 34'-10'MAX.RIDGE HEIGHT <br /> /1 I AREA =25,800 SO.Fr. <br /> 200'SHORELINE OCCUPANCY CATEGORY =S-2 <br /> L—— MANAGEMENT OCCUPANT LOAD =52 OCCUPANTS(IBC 2015 TABLE 1004.1.2) <br /> (SMZ — ZONE(SMZ) (NS) BUILDING NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM <br /> CONSTRUCTION TYPE =TYPE IIB CONSTRUCTION <br /> FIRE RESISTANCE RATING FOR BUILDING ELEMENTS: <br /> —— _ PRIMARY STRUCTURAL FRAME =0 HOURS <br /> / (•-••_. _` — ROOF CONSTRUCTION =0 HOURS <br /> / BASIC ALLOWABLE AREA(Ao) =26,000 SO.Fr.(IBC TABLE 506.2) <br /> 1`'••` ~• _ AREA/Ao=0.99(<1.0) <br /> LEASE BOUNDARY <br /> ALLOWABLE HEIGHT =55'(IBC TABLE 504.3) <br /> CROSS BRACING If/ \ i ! / ':�+• ti NOTE:NO HAZARDOUS OR COMBUSTIBLE MATERIAL PERMITTED TO BE STORED IN BUILDING. <br /> .( <br /> PROCESS FACILITY STRUCTURE(CADMAN 2) <br /> 1 <br /> DIMENSIONS:120'x 201'x 45'MAX.RIDGE HEIGHT <br /> / i! '•� r! r-41 I AREA =24,120 SQ.Fr.(9,000 DESIGNATED S-2;15,120 DESIGNATED F-2) <br /> r 1 <br /> L �1 OCCUPANCY CATEGORY =F-2 OR S-2(MIXED-USE) <br /> mil'' OCCUPANT LOAD =242 OCCUPANTS(IBC TABLE 1004.1.2) <br /> / MAX EX DISTANCE I i ( (NS) BUILDING NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM <br /> F. EQUALS-110' / I t CONSTRUCTION TYPE =TYPE IIB CONSTRUCTION <br /> 0(( FIRE RESISTANCE PRIMARY STRUCTURAL RATING <br /> FRAME BUILDING 0 HOURS <br /> !I ( 1 F ROOF CONSTRUCTION =0 HOURS <br /> EXIT DISTANCE BASIC ALLOWABLE AREA(S-2) =26,000 SQ.FT.((BC TABLE 506.2) <br /> EQUALS 60' 1 j i r{ BASIC ALLOWABLE AREA(F-2) =23,000 SQ.Fr.((BC TABLE 506.2) <br /> S-2 AREA MODIFICATIONS(IBC 506.2.1): <br /> A.=(At+(NS x If))=ALLOWABLE AREA <br /> STORAGE-CADMAN 1 /I 1 / F At = 6,000 S. Fr.=NOT SALLOW B ED ALLOWABLE AREA <br /> TOTAL AREA=25,800 SF / CROSS BRACING At=26,000 SD.FT. BASIC ALLOWABLE AREA <br /> 1 OCCUPANT LOAD=52 I I TYp (2)PAS Y PROCESS CADMAN 2 <br /> TOTAL AREA=24,120 SF j FRONTAGE INCREASE(IBC 506.3) <br /> j' Icy f/ OCCUPANT LOAD=242 i N=((F/P)-0.25)x(W/30)=AREA FACTOR INCREASE DUE TO FRONTAGE <br /> _ LI F=642 Fr=BUILDING PERIMETER THAT FRONTS AN OPEN SPACE>20 FT <br /> _ = = <br /> P 642 FT PERIMETER OF ENTIRE BUILDING <br /> _ _ i W=30 FT=AVERAGE PUBLIC WAY OR OPEN SPACE AROUND BUILDING PERIMETER,30 FT MAX. <br /> 0.75 <br /> V.{ A.=45,500 SQ.FT. <br /> I ( F AREA/Ao=0.20 <br /> ( / <br /> F-2 AREA MODIFICATIONS(IBC 506. ): <br /> Aa=(At+(NS x If)))=ALLOWABLELE AREA <br /> _� 1' NS=23,000 SQ.FT.=NOT SPRINKLERED ALLOWABLE AREA IY At=23,000 SQ.Fr.=BASIC ALLOWABLE AREA <br /> If=0.75 <br /> d pzAD_ <br /> m^ 40,250 SQ. <br /> FT. <br /> AREA/AD=0.38 <br /> TOTAL AREA DEMAND=0.58(<1.0) <br /> ALLOWABLE HEIGHT =55'(IBC TABLE 504.3) <br /> NOTE:NO HAZARDOUS OR COMBUSTIBLE MATERIAL PERMITTED TO BE STORED IN BUILDING. <br /> I I ' MEANS OF EGRESS: <br /> COMMON PATH OF EGRESS TRAVEL =75 FT.MAXIMUM(IBC TABLE 1006.2.1) <br /> EXIT ACCESS TRAVEL DISTANCE =300 Fr.MAXIMUM(IBC TABLE 1017.2) <br /> b <br /> 4 <br /> R <br /> 3 <br /> LEASE <br /> 9 BOUNDARY <br /> B <br /> i SITED PLAN - BUILDING EGRESS PLAN <br /> ru <br /> CITY OF B <br /> REVIEWED FCI'.,1:' MIT <br /> T S DRAWING.INCLUDING THE PRINCIPLES <br /> OF DESIGN IS THE PROPEAIY OF SMG INC. 8625 SW Cascade Ave. <br /> w 10804 .DESIGN SHOO IN THIS DIMING IS CADMAN HEIDELBERG CEMENT GROUP <br /> w REGISTERED SITE SPECIFIC AND SHALL BE USED ONLY Beaverton,Oregon 97008 <br /> AR C FOR THE PROJECT sHOWN ON THE TITLE <br /> EVERETf DELTA SOIL REAIEDIAiION FACILDY <br /> $ WRH Al IF <br /> FNGNEER5 THIS NSEN,IN MMNGG Phone:503.643.8595 <br /> SIE A MAY HAVE BEEN REPRODUCED FROM AN Smith Monroe Gray NEW PRE—ENGINEERED BUILDINGS <br /> erro Girl UKWIHDRM COPY.NUTHORIZfD Fax:503.643.8610 <br /> Ri STATE OF WASHINGTON CONTROL DOCUMENT IS OCHER A STAMPED ENGINEERS, INC. EGRESS PLM <br /> SCOTTIEDWARDS ARCHITECTURE LLP WRD COPY OR DIGOALLY PROTECTED vw —gengr.com <br /> ORIGINAL THIS DRAWING SHALL NOT BE <br /> 2525 E Burnside St,Portland,OR 9721E USED IN A M/NNER THAT WOULD BE A 1 ISSUED FOR PERMIT JI9W 3 19 19 JLF ORANN BY DATE CHKD BY DATE —E DWG.No. IEV. <br /> DETRIMENT TO SMG ACCEPDNCE OF THIS <br /> Phone:5O3.22s.36f7 pMWINC s AN AGREENENr ro THE ABOVE. 0 ISSUED FOR CUSTOMER FINAL REVIEW JI7w 2 11 19 JLF J.I7.WALLAC� 1/4/19 AS NOTED 18-181A-18 1 <br /> 'J•' Digitally signetl q'Peter Grimm SM. REVISIONS BY DATE DHK'D <br />