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BUILDING CODE SUMMARY <br /> /I rrnaerP STRUCTURE(CADMAN 1) <br /> / DIMENSIONS:120'z 215'x 34'-10'MAX.RIDGE HEIGHT <br /> =25,800 SQ.Fr. <br /> OCCUPANCY CATEGORY =S-2 4/ I LE 1004.1.2) <br /> 2MANAGMENT NE OENSUPBUIL.DINGANT G NO OCCUPANTS 52 T EQUIPPED THROUGHOUT WITH AN AUTOMATIC I FIRE�SPRINKLER SYSTEM <br /> — — — ——————(SMZ —— ZONE(SMZ) Co RESICS10 RATING FOR BUILDING ELEMENTS:CONSTRUCTION <br /> —— <br /> — <br /> SMZ)—_— _ _ PRIMARY STRUCTURAL FRAME =0 HOURS <br /> ROOF CONSTRUCTION =0 HOURS <br /> BASIC ALLOWABLE AREA(AD) =26,000 S0.FT- <br /> (IBC TABLE 506.2) <br /> _ AREA/AG=0.99(<1.0) <br /> / 11 _+.. l ._„,�Y`_` LEASE BOUNDARY ALLOWABLE HEIGHT =55'(IBC TABLE 504.3) <br /> 1 1 — NOTE:NO HAZARDOUS OR COMBUSTIBLE MATERIAL PERMITTED TO BE STORED IN BUILDING. <br /> / CROSS BRACING I r PROCESS FACILITY STRUCTURE(CARMAN 2) <br /> / TYP.(4)PLACES ( j <br /> \ DIMENSIONS:120'x 201'x 45 <br /> AREA 'MAX.RIDGE HEIGHT <br /> LWL( =24,120 SQ.Fr.(9,000 DESIGNATED S-2;15.120 DESIGNATED F-2) <br /> OCCUPANCY CATEGORY =F-2 OR S-2(MIXED-USE) <br /> OCCUPANT LOAD =242 OCCUPANTS(IBC TABLE 1004.1.2) <br /> / i \ j (NS) BUILDING NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM <br /> i I CONSTRUCTION TYPE =TYPE IIB CONSTRUCTION <br /> MAX EXIT DISTANCE FIRE RESISTANCE RATING FOR BUILDING/ ELEMENTS:)h EQUALS-110' �r 1 PRIMARY STRUCTURAL FRAME =0 HOURS <br /> / 1 ROOF CONSTRUCTION =0 HOURS <br /> BASIC ALLOWABLE AREA(S-2) =26,000 SD.FT.(IBC TABLE 506.2) <br /> BASIC ALLOWABLE AREA(F-2) =23,DDO SQ.FT.(IBC TABLE 506.2) <br /> / 1� IXIT DISTANCE p j 1 1 <br /> EQUALS 60, I j % �! AD�AREA <br /> +M(NS xx If))S(IALLOWABLEBC I AREA <br /> I� <br /> NS 26,000 SQ.FT.=NOT SALLOW ALLOWABLE <br /> ALLOWABLE AREA <br /> At=26,000 SQ.FT.=BASIC ALLOWABLE AREA <br /> STORAGE-CADMAN 1 1( CROSS BRACING FRONTAGE INCREASE(IBC 506.3) <br /> I I TOTAL AREA=25.800 SF r 1� PROCESS-CADMAN 2 1 <br /> r OCCUPANT LOAD=52 I t TYP•(2)PLACES i'�. TOTAL AREA=24,120 SF 1 I F=642 F-0.2B z BUILDING <br /> PE=AREA FACTOR INCREASE EN TO FRONTAGE <br /> OCCUPANT LOAD=2� f P=642 FT=PERMIETER OFMENTRE BUILDIETER THAT NG AN OPEN SPACE>NG FT <br /> W=30 Fr=AVERAGE PUBLIC WAY OR OPEN SPACE AROUND BUILDING PERIMETER,30 FT MAX. <br /> _.._....._. i <br /> If 0.75 <br /> � )I—►fj AD=45,500 SQ.FT. <br /> 11 it ! l _�! AREA/A.=0.20 <br /> f <br /> F-2 AREA MODIFICATIONS(IBC 506.2.1): <br /> I f 1 I J �1 ❑ AD=(At+(NS x If))=ALLOWABLE AREA <br /> NS=23,000 SO.FT.=NOT SPRINKLERFD ALLOWABLE AREA <br /> I At=23,600 SQ.Fr.=BASIC ALLOWABLE AREA <br /> _ I 1 If0.75= <br /> Ir ~ 1 <br /> �~ _.._ AD=40.250 SO.FT. <br /> z A AD=0.38 <br /> TOT <br /> TOTALL 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 /> MEANS OF EGRESS: <br /> I I z 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 /> 3 <br /> E <br /> 3 <br /> LEASE <br /> BOUNDARY <br /> 9 <br /> SITE PLAN - BUILDING EGRESS PLAN <br /> =20-0 <br /> IS <br /> E <br /> 8625 SS Ce-OR Ave. CARMAN HEIDELBERG CEMENT GROUP <br /> if6 DRAWING,NE PRO G THE F SWIG LEC Suite 600 <br /> OF DESIGN FINE PROPEAT!OF SNG INC. Beaverton,Oregon 97008 �E11 DELTA�Dll REMEDIA710N F/�ILf1Y <br /> THE DESIGN SND"R EH6 DRAWING 6 <br /> 10804 SITE SPECIFD AND SHALL BE USED ONLY <br /> REGISTEPEO FLR THE PROJECT D SHOWN ON THE 111LE Smith Monroe Gray Phone:503.643.6595 <br /> m AR BEDLK.IF THIS DMWING 6 NOT STTTU FBX:503.643.Bfi10 NEW PRE-ENGINEERED BUILDINGS <br /> OT1 SIE MM AN ENGINEDR'S SFAl,THE DRAWING EGRESS PLAN <br /> MAY HAVE BEEN RB'RDOUCEO FROM AN E N G I N E E R S, I N C. <br /> UNAUTHOTi®COPY.AURIORZ yAyw.sm9engE.wm <br /> ¢t ¢DO Grimm CONTROL DOCUMENT IS EITHER A STAMPED DWG.NO. REV' <br /> STATE OF WASHINGTON SCOTTIEDWARDS ARCHITECTURE LLP HARD CDR'OR DIGRNLY PROTECTED DATE CHKD BY DATE SSE <br /> ORNANAL TMS DRAWING S WL NOT BE J7W 3 19 19 JI-F DRAWN B( <br /> 2525 E Burnside St.Por[lend,OR97214 USED IN A MANNER THAT WOULD BE A 1 ISSUED FOR PERMIT AS NOTED 18-181A-18 <br /> DETRIMENT TO SWIG.PLCwreHCE OF THIS JOW 2 11 19 .iF J.P.WA-LAC 1/4/19 <br /> Phone:S03.226.3617 DRAWING 6 AN AGREEMENT TO THE ABOVE. 0 ISSUED FOR CUSTOMER FINAL REVIEW �, DATE CHK'0 <br /> D'gilally signed by Peter Grimm SYN. RRNISIONS <br /> u <br />