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m <br />UNTEPFL /-RFUN MEMBRANE <br />BY ME( H. <br />SCALE: III = 1 1 -®11 <br />f� <br />s nwa C SYSTEM PER <br />MANUFACTURE, <br />a <br />EXTERIOR HALL PER PLAN <br />ACM PA L <br />PER FLAT I ONS — <br />PG38 P 16I P <br />INSULATION <br />ARAPET DETAIL <br />i <br />1 11 , I doll <br />MA5CNY HALL <br />PER 5TRUCT. <br />PRANIN65 <br />—5 THERMAL <br />BREAK <br />CONCRETE <br />S I L <br />( 1 /2 ii H . ) <br />=v SLOPE C®NC . <br />G S I V L <br />MIN SLOPE <br />ANAY FROMt <br />BLD6 . <br />2' -0'i MI N. <br />P-10 PICID <br />c I NSUL <br />t_ ECCT I NCB <br />DRAIN REFER <br />TO CIVIL <br />ORMI N66 <br />L FOUND. <br />m <br />1 11 1 I -o Il <br />1 If m 1 I -oil <br />-24 CAA. PREFIN. CAP <br />CAST IRON DOME --- <br />OVER ALL 5IPE5 OF <br />CU � SECURE / <br />NEOPRENE SNEP <br />OVERFLOIN ROOF <br />HEADED FA5TENER5 AT <br />DRAIN PI5P <br />121, 0.6. <br />(HHEPE 066UP5) <br />-INSULATED PREFAB. <br />EXTEND ROOFING � <br />CURB N1 P.T. NAILER. <br />. INTO 1 <br />AND FL ii <br />DRAIN BODY <br />i <br />® <br />CENTER LINE CP <br />ROOF DRAIN i <br />-CPN'Ca M' . PER <br />ASSEMBLY <br />5TRUCT. <br />KKOOF/OVERFLON PRAI <br />®0 <br />CONT . a 24 6 A \ `J <br />METAL, 5 I D I NCB PER --: \1 <br />L 6. ELEVS. -F.®. HALL <br />ANC1 OR5 @ 121, ®. C . <br />—\ k <br />l 'RE6LET <br />GEILIN6 TRANSITION <br />ALF 1 <br />J AL - 1 It 1 l ®®®tI <br />t <br />I�E�F�G-T I qN JO I NT <br />i 1 SCALE. 1 11 ® 1 1 ®0t1 <br />�O� )ID Ills ` <br />LOCATIONS <br />MECHANICAL j <br />7,) SALE - I" <br />® 1'-0" <br />1 1/2" 1. r-1 1/2" O.D. METAL <br />fi <br />PLATE HITH HOLES— <br />r. <br />SPACED AROUND. — <br />5TAINL55 5TEL <br />PRAN BAND <br />411 411 <br />INMI . <br />COORDINATE <br />LOCATIONS ITH <br />ECHAN I CAL ANP <br />ELECTRICAL <br />77 5150ALE- Q I " ® 1 1. <br />1l <br />f _, --/' <br />-A <br />5EALANT BTHN . <br />FL56. AND PIPE <br />OR CONDUIT <br />2X P.T. L PLATE <br />V BOLT <br />CONT. P EEIN. <br />METAL CUTTER <br />STEEL LLH PER <br />STRUCTURAL 65 <br />PLACE P©11 LINER <br />SYSTEM ITN P-25 <br />SUPER 5AVER METAL <br />BUILVIN6 INSULATION <br />MASONRY HALL HITH <br />INE. PER STUCT <br />w SCALE- 3" 1 <br />' ®C'l <br />SCALE - 1 tl 1 I ®o II <br />r/ <br />MP 5 I ®N P05T @ <br />12 CA . VE T . HANCE E� U I NT5 <br />1 t ®!! O.C. E. vi. <br />@ 4' —0 11 O.C. ADJ . <br />SUSPENDED ( E I L I N6 SY5TEM TO CONEY W I TH - <br />HAWER 5 I ZE ANP <br />ASTM C 655, ASTM C 636, 5ECT I ON -1. 6 OF ASCE I <br />M <br />LCA I NCB PER CODE. <br />SYSTEM TO BE PM16NMAND INSTALLED IN ACCORDANCE KITH <br />6156A RECOMMEMATION5 FOR SEISMIC ZONES 5 AND 4. <br />A. A HEAVY DUTY T—BAR 6R I P 5Y5TEM 5HALL BE N5 . <br />B . THE H I PTH OF THE PERIMETER 5UPPORTIN6 AWLE SHALL BE <br />12 6A , SPLAY <br />5 TURNS <br />NOT LESS THAN 2" . <br />HIRE IN PLANE MINIMUM <br />c. FOR 6E I L I N6 AREAS EXCEEPIN6 1000 5F HORIZONTAL <br />�� EACH RUNNER <br />'` `�� <br />RESTRAINT CEILING 5 UCH SYSTEMSHALL BE <br />r' <br />C ®SS RUNNER <br />PROVIDED. THE TRIBUTARY AREAS OF THE RESTRAINTS SHALL BE <br />APPROXIMATELY EQUAL. <br />MAIN RUNNER <br />s \ <br />V. FOR CE I L I NC AREAS EXCEEP I NC 2500 Sr- A 5E I SM I C JO I NT OR <br />f ,r <br />FULL I T PARTITION �SALL B K UP CE I L I NC THAT <br />MAX <br />E. EXCEPTHHERE R161D BRACES ARE USED TO LIMIT HORIZONTAL <br />HANC,A ATTACHMENT <br />ATTACH TEES AT <br />DEFLECTIONS, SPRINKLER HEADS AND OTHER E- TICNS SHALL <br />5TAT I NCB AND ONE <br />HAVE A 2 t' OVER51ZE RI N6, SLEEVE, OR ADAPTERTHE <br />RUNNER <br />ADJACENT HALL ONLY <br />CI" I L I NC TO ® FOR MOVEMENT AT LEAST i " I N ALL <br />VI RECTION5. <br />C I L I NC? TILE <br />F. 0. HALL <br />F. OHAWE5 IN CE I L I N6 PLAN ELEVATION SHALL BE PROVIDED <br />" PERIMETER <br />/ " <br />- PROVIDE /4" M I N. <br />I PITI BCINC. <br />6. CABLETRAY5 AND ELECTRICAL 60NOUIT5 SHALL BE <br />5UPP PT TRACK <br />7r CLEARANCE AT OPP <br />INDEPENDENTLY OF THE CE I L I N6 . <br />. <br />EDGE TREATMENT ! LLS <br />N . SU5PEMW CEILIN66 5NALL BE SUBJECT TO THE SPECIAL <br />INSPECTION REQUIREMENTS OF SECTION kq.5.�.5.q OF THIS <br />STANDARD. <br />GEILIN6 <br />TILE <br />NO SCALD <br />— <br />CITY F EVERETT <br />REVIEWED FOR PERMIT <br />ko <br />IS) <br />76 <br />EU-1 <br /><u— <br />OL <br />Q <br />u- <br />(3 <br />tt- <br />Q <br />0 <br />Ls <br />o <br />< <br />0 <br />E <br />cq71 <br />0 <br />LL <br />co <br />z <br />(Dco <br />0 <br />m <br />