1121 SE EVERETT MALL WAY SNOPAC 2019-01-29

. / .r ❑___ 4ntial facilities,hanger wire connections must be capable of carrying figure 5a Plumb 116 • ,pounds and bracing(splay)wires shall be capable of carrying 440 pounds, i •. lot-in anchors in concrete are not permitted for bracing wires. Source Depart- Iti, ',ment of State Architects(DSA)IR M-3 11 Bracing wires shall be attached to the grid and to the structure in such a man- 1, ner that they can support a design load of not less than 200 pounds or the • t actual design Toad,with a safety factor of 2,.whichever is greater(figure 6b). .f._-maximum g• 11 Source C1SCA zones 3-4• r Powder driven fasteners must be approved for the appropriate loading. � �; _ � Source ASCE 7-02 section 9;6.1.6.5 /"�� , Terminal ends o each main bea and cross tee must be supported 'thin 8 inches of each wa with ., perimeter wir- (see figure 4&5 b).Source CISCA zones 3-4 figure 5b a Counterstoping :(ectricat fixtures a(5 \ /,r � • Light fixtures weighing less than 10 pounds shall have one 12 gage hanger 11mum •'t,i ��` Se�n9 c 45°angle wire connected from the fixture to the structure above.This wire may be slack. - At Source CISCA Seismic zones 3-4 fight fixtures weighind)more than 10 >�ourds and less than 56 lbs.shall have two 12 gage wires attached at opposing corners of the light fixture to the structure above,These wires may be slack.Source CISCA Seismic zones 3-4. Light Fixtures weighing more than 56_lbs.shall be supported by directly from • the structure above.These wires must be taut.source CISCA Seismic zones 3-4 figure 6a • Pendant mounted fixtures shall be directly supported from the structure above • :: .. --...usina a 9 Gage wire or an approved alternate support without using the ceiling vertical hanger wire attachment •• , ••, : - 'SUSjJoI ISiGr1 oyster:i'furl direct Si,ipj:�Gi u.Somct COCACOCA Jci5lniczoncs -4 - Shot-in anchor .-•••`1]a/w" I --`-Y i4 ir`lde-n fiy turp •31151'y I Irtli7P CYTN-TN --_-. Structural concrete I • i_- 5/8" w • Ceiling clip max• fiechan'ical Services • 3 turns Terminals or services weighing 20 lbs. but not more than 55 lbs.must have.two 12 gage wires connecting them to the ceiling system hangers or the structure Vertical hanger wire • above.These wires may be slack.Source CISCA Seismic zones 3-4 • Terminals or services weighing more than 56 lbs. must be independentlyfigure 6b • supported directly.from the structure above.These wires must be taut. splayed seismic bracing wire attachment Source CISCA Seismic zones 3-4 .. ... ��-isn 5/16"drill-in expansion anchor. ,111.'.:::.. . ie igmjc Separation Joints (figure 7) • minimum ' ,� ti 45° �, or ceiling areas exceeding 2500 square feet,a seismic separation joint or Structural concrete eight wall partition that breaks the ceiling shall be provided unless analyses are steel strap minimum wide x 2"long x ,� erformed of the ceilings bracing system,closure angles and penetrations to pro- 3 turns 1 de sufficient Clearance.Source ASCE 7-02 item 9.6.2.6.2.2 d Splayed seismic bracing wire he layout and location of the seismic separation joint shall be per the designer . 1 iecord and noted on the plans. If a seismic separation joint is required by the esigner,the designer may use the generic joint detailed in this document or a pro- . rietary joint.The amount of free movement(gap design)shall be per-the designer figure 7 f record. • ipeciai inspections S � ) pedal inspections may be required by the jurisdiction or municipality. Contact the 5 ,,f) � _ cal building department. ��01Al 4, 1 rinkiers ��l rrill,111.1115"--llt r„C) f,c1Icin s nnkler head penetrations shall have a 2 inch •..z: . •. ••"" 7r ceilings without rigid bracing,g, p i • ✓ersize ring,sleeve or adapter through the ceiling tile to allow free movement of at. ___._-,, I. ast 1 inch in all horizontal directions. Flexible head design that can accommodate 4141/ "' Flange .._�_,_n i_.„ iiInd ae an altdrnai-A.RnnroeASCE 7-029.6.2.6.2.2.iteme 1 Cap 1 II Pop