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Plans / \ Vicinity Map / / North N.T.S. Location Of Tenant Space ugas Tenant For : - a �.t.mcu ! .�. •.;n1•.;n111.� � 1 ,E s 4Y Design Group, LLC . ............,............,..,...i, . . ...............,..: . .. 40.,iopr l§ .f et 100 East 19th Street-Suite 300 WaShingiOn SVICII/C9/#1Ve -..--......:..: ,:mimini:ii!.!.,::.E,,, . .-ft..„., :...... r , ,i €t) lets Vancouver. WA 98660 q re c�01 pay Q: 360.718.8020 .: C: 360.518.8243 DugasDesign�Hotmail.com • 0€r�rr?€ T L- Oi Consultant: Square ..,. ... • :.:„.., ,. 1 0124 sw washington - Suite Tigard y v.,„:„. .. . .. .„,::::::,.. ..„ v mtnpuik ....... .,... : lgt sic# l . . . , H. ,..:.: Consultant: eN General Notes Occupant Load Information • ■ Code Information North N.T.S. All work shall conform to: A) The minimum standards of the latest edition of the 1 . Field verify all dimensions. Dimensions given are to/from face of Occupancy Plan Y g International Building Code, and all related documents published by the I.C.C. which finish unless otherwise noted (Framing Plan dimensions are to Face Of Stud). _ have been adopted by the local governing agency; B) All regulations and ordinances of 2. Area and dimensions: It shall be the responsibility of the respective : ` : + : + -; tt /9 all local governing agencies; C) Any special conditions required by the local governing Project For: contractors to verify all area takeoffs and dimensions by taking their :t ,•�•�•�•�• �". agencies; D) All 2010 Oregon Structural Specialty Code Amendments. Y �•�•� Washington own field measurements before starting work or ordering materials. ± _ iiiil Square 3. Construction Requirements: _ ;= ••��•� 101 The Codes referenced in these plans are as follows: _ ... _ , _A. Provide required fire protection when welding. - - - +' _ - • B. Fumes and dust shall be controlled so as to prevent any harmful _ _ _ _ . _ „ _ „ .; ; •••% ••, A. 2010 Oregon Structural Specialty Code or undesirable effects to other occupants or adjacent tenant areas. ►•y••� .$$* Landlord Demising C. The contractors shall on a regular basis throughout the construction : ', :: :A06 ;._ _ + ®••� •y4.` B. 2010 Oregon Mechanical Specialty Code - Wall T.I. and upon completion remove all rubbish, surplus materials, tools, ; •$$' C. 2011 Oregon Plumbing Specialty Code rr g and scaffolding in order to maintain a clean, safe and orderly - 10124 SW wash. Sq. Rd - Suite A06 working environment. - . °' _ - • D.D. 2011 Oregon Electrical Specialty Code Tigard, OR 97223 D. All work to conform to applicable building codes and ordinances. ; ; : ,•••�•� ••S 4. The Contractor shall verify the location of all existing utilities and ; . • ••••*S • • E. 2010 Oregon Fire Code Date: 06.28.2013 protect them as required. The contractor shall repair any utilities . i ,-'; T •�• Purpose: Permit Submittal damaged during construction at no cost to the owner. 4 4 } 4 r•: : S$ Revisions:4. . Code Compliance 5. All existing surfaces disturbed during construction shall be repaired +': . 1i ;" , ; ; ; _••_ Sheet Index p and refinished. This includes adjacent surfaces and spaces affected — �— A Revision 07.29.2013 by the removal or installation of Architectural, Electrical, Mechanical - J CS Cover Sheet or Plumbing items. Occupancy Load Calculations (Per OSSC Table 1004.1 .1 ): 6. The contractor to provide all labor, equipment and materials necessary A0.0 Site Plan Suite A06 A1 .0 Demolition Plan / Proposed Floor Plan & Details to perform the work as indicated in these plans. Contractor to visit the site to verify all conditions that may affect the project or project costs. :__ : Business Area A1 .1 Prescriptive Suspended Ceiling Installation Details 7. The Designer will be responsible to deliver the permit-ready drawings for ---------:+ (Area) 3102 sq ft x 1/100 = 31 Occupants the building alterations. The GC will be responsible to coordinate procurement of all mechanical, electrical and fire protection permits, and Suite A07 for notifying the owner of costs for all permits. The owner will reimburse the R Business Area REVISION contractor for the costs of all permits. V,eil I k,4%1 4,N (Area) 2,392 sq ft x 1/100 = 24 Occupants Software: AutoCAD Architecture 2013 8. The General Contractor is to warranty all work and materials for one year Job Number: 13-035 from completion of project. File Name: BNK-Strada-Per-01 9. The General Contractor is to provide dumpsters, additional hard Project Information Deferred Submittals (Design-Build Subcontractors) Drawn: AD hats and barricades as required during all construction phases. Checked: AD 10. All exits are to be openable from the inside, using one motion, without the use of a Project: • An Interior Tenant Improvement project which entails the dividing of an existing Tenant Space into Electrical: Electrical Subcontractor To Submit For And Procure Permit Xrefs: key or special knowledge. Main entry door to have signage posted stating"THIS two smaller Tenant Spaces, located in an existing building in Tigard, Oregon. Mechanical: Mechanical Subcontractor To Submit For And Procure Permit DOOR TO REMAIN UNLOCKED DURING NORMAL BUSINESS HOURS," in 1" Scope: Remove a portion of suspended ceiling grid & tiles to allow for the new construction of a deck-height Fire Sprinkler: Fire Sprinkler Subcontractor To Submit For And Procure Permit 61246//3 tall letters at head of door. 1-hour rated demising partition wall, install two new 200A electrical panels, install fire-dampers in existing HVAC ducts serving newly demised area, install (2) new thermostats, all per applicable C.-r!O cL 11 . Provide address in a position as to be plainly visible and legible from the street codes. or road fronting the property. Stories: One CITY OF TIIGARD Sheet Name: Approved.. ,. 9.. ...............t i..-1---- Occupancy: Group B - Existing Tenant Area = 5,494 SF (Previous Tenant: Hannah - The Pet Society) Conditionally approved..............[ i Cover See Letter to:Follow ....... Proposed Suite A06 - Group B Tenant Area: 3,102 Sf = 31 Occupants (See Occ. Load Info Above) '4;4 -75 Attached ----~.. Sheet Proposed Suite A07 - Group B Tenant Area: 2,392 Sf = 24 Occupants (See Occ. Load Info Above) Permit Number: � -r( 4"" Addre 0( $)0 .W„ r Fire Alarm: No By: Date: d Sheet Number: Fire Sprinklers: Existing Building Is Sprinkled, And Will Remain As Such Approved plans shall be on job site. Const. Type: Existing Single Story Bldg. - Type II-B Construction C S OFFICE COPY Exit Analysis: Suite A06 - 31 occ. x .2"/occ. = 6.2 Inches Required, 34" Provided Qr (1 ) 36" Wide Door Leafs Suite A07 - 24 occ. x .2"/occ. = 4.8 Inches Required, 102" Provided @ (3) 36" Wide Door Leafs Plot Size: 12x18 or 24x36 ugas Design Group, LLC 100 East 19th Street-Suite 300 Vancouver,WA 98660 0: 360/18.8020 C: 360.518.8243 DugasDesign @Hotmail.com Consultant: Area Of Proposed Work (f------- - BUILDING A BUILDING B r , I . .....,■... —t— ..... I _ , Consultant: r I revemv. drag. ______ _ 1 . . , • • , . • , 1 A01 —'- A02 A05 /4/J i - . _ _ 1 , Red Robin AT&T Cost Plus j/ I r . . t . _ . . I - O . O I I ca ••m � B03 1 _ 1 :. I z • • 1 • • i • • z A A 1 r .., L W " c,.. : r _ - i Project For: .1S Washington r ft. -imp .. iii. 1 _ ' illinill–M MN Min c / Square Landlord Demising , . ACZ) h\ Wall T.I. � _so Q' 0 r- ; • •i 1 01 24 SW Wash. Sq. Rd - Suite A06 •or ar r\\\ / ,;I Tigard, OR 97223 � cir iv . . #1 %b. (or/ J V.0111 " co, ; � % Date: 06.28.2013 Purpose: Permit Sub mittal %NO r CO3 .. 14. i '0°1° /ir i /, � o .m Revisions: �, illr' • . li 0 /' C04 •t Ger \ \ \•\ ---. Y AutoCAvArchrte^ture2073\\ \J Job 13-035 BUILDINGFile Name: BNK-Strada-Per-01 Drawn: AD Checked: AD Xrefs: Sheet Name: Site Plan Sheet Number: Site Plan ► AO . O 1"=40'-0" Plot Size: 12x18 or 24x36 41'-81/4" 27'-1114" ugas : I II I 1 �` 1 Design Group, LLC 0 100 East 19th Street-Suite 300 Elect. - , Elect. - Vancouver, WA 98660 Room Room O: 360.718.8020 00 0 C: 360.518.$243 OI�---_-�=---� O —1:— -- � DugasDesign @Hotmail.com O� Consultant: - f=-- car Tele. ©0 Tele. ZNARo -e yrk 11 r I - 12 . - 1 Suite A06 Suite A06 Suite A07 Consultant: 0 0 M 0 ©00 . P I I 0 b I 0 0 I 6 rc) 1 . . Project For: 11 Washington Square 000 ' Landlord Demising H r I H H I Wall T.I. L______ =_A=1___j I.______,iAj_____ _ P t______1 - " 41'-113/4" 34'-91/4 10124 SW Wash. Sq. Rd - Suite A06 / — -- -- 7- Tigard, OR 97223 r 1 I 1 1 F F Date: 06.28.2013 Demolition Plan Proposed Plan „ Purpose: Permit Submittal North North Revisions: 1/8".1`-0" 1/8"=1'-0" ACode Compliance Revision 07.29.2013 Keynotes: 0 Remove ceiling grid/tiles as needed 48"± ea. direction from 0 Install (2) new flush-mount 200A 120/208V 3-Phase 42-Circuit centerline of new demising wall location to accomodate Electrical Panels at location shown. Run new conduits and feeder construction of new wall. Do not cut or disconnect HVAC wires from Landlord's electrical switchgear to new panels, and install Supply-Air or Return-Air Ductwork that penetrates new all breakers. Coordinate turn-on of new power w/ utility provider. demising wall (construct and fire-caulk around ductwork). Panels to be energized and powered-on at turnover of space. Electrical contractor to run new conduits and wiring 0 Remove obstructions as needed to construct new deck- 10� 9 from new electrical height, 1-hour rated demising wall. panels installed at suite A07 to existing HVAC unit RTU-AC2 and - RTU-AC3. 0 Electrical contractor to disconnect power from Landlord's 18 Ga. Deep-Leg Slip Track- electrical gear serving existing panels # 3 and # 4 located in 1 Re-install grid/tile ceiling where removed to accomodate new demising / Attach To Structure Above W/ wall at Suite A06 side of wall. Suite side of wall to be left without #8 Screws @ 18"o.C.- Software: AutoCAD Archrtecture 2013 existing Suite A06. Existing electrical meters to be utilized / Provide 3/4"Min.Cir. For ceiling patch/repair (new ceiling work by future tenant). See sheet �' for Suite A07. Deflection-Typ. Job Number: 13-035 A1.1 for prescriptive ceiling installation requirements. —:1 - �;�--', Existing Structure Existing Structure � File Name: BNK-Strada-Per-01 Fire Sprinkler Contractor to modify sprinkler heads as needed 2 Existing wooden catwalk to remain. Cut catwa at intersection of ,, Drawn: AD to provide code-compliant sprinkler coverage at suite A06 after i new demising wall is constructed. new 1-hour rated demising wall, attach to wall with new ledger per j� RI Checked: AD structural engineers drawings and details provided with this submittal. Install New 1-Hour Fire Rated Door } Assembly W/Threshold Smoke Gasket Install new 3/0 x 7/0 1-hour rated door assembly Gasket, 0 Construct new deck-height 1-hour rated UL Type U 465 y per Detail "B" this sheet o '`t o Existing Ceiling Grid Passage Lockset And Keyed Deadbolt Xrefs: A Demising Wall Assembly (see detail "A" this sheet). w/ lever-handle passage lockset and keyed deadbolt (keyed at both side Existing Ceiling Grid/Tiles- i' Installation RToeMeetlRequir meets for security purposes). Continue Gyp. Bd.To ' ><' Patch&Repair As Needed III Of OSSC Section 715&Applicable O Provide fire-cau king a a demising wa penetrations. Structure Above At Suite A06 Side Of New Wail. Fire Codes-Typ. 7‹, Provide Thermafiber SAFB Sound- Cut Existing Catwalk At Intersection r' Batt Insulatoin If Required By Landlord / Of 1-Hour Fire-Rated Demising Wall. 7 HVAC Contractor to install new fire dampers as required by °'> 6"20 GA Steel Studs© 16"O.C. r See Structural Engineering Details code at ductwork demising wall penetrations. W/5/8"Sheetrock Brand Gypsum I - i I And Calculations For Attachment -: ;.� Panel-Firecode Core Ea. Side, `.C%,ii Of Catwalk And Railings To Structure. Sheet Name: Full Height To Underside Of 0 HVAC Contractor to service RTU-AC2 and RTU-AC3 :I I Structure Above. Provide Fire [-,--;^1 including replacing belts and filters, and confirm that I 1 , Caulking As Needed At All O - - Q Existing Ceiling Grid _ Demolition & units are in good working order at turnover of tenant Penetrations, Both Sides Of Wall. space from General Contractor to Landlord. Install Attach Gyp. Bd.W/Type"S" Note: Proposed Plans p Screws 8"O.C.,Tape& See Detail"A"This Sheet For new programmable thermostats for both units on the Mtl.Track W/Hilti X-U Treat All Joints. Finish Gyp. Bd Remainder Of Notes 1570 x 1 1/2"Anchors To"Paint-Read Condition-T � demising wall, adjacent to the new electrical panels. c 32"O.C.-Typ. yp. T`^ -,_ Sheet Number Thermostats are to be powered, connected and 1; Existing Conc.Slab Floor Existing Conc. Slab Floor operable. Confirm that duct smoke detectors are present and functioning correctly. If not, install new duct smoke detectors as required by code at _ _ ■ RTU-AC2 and RTU-AC3. Note: RT -A 2 and O e u Cad UL # U465 1 Hr Rated Demising Wall Assembly UL # U465 1 Hr Rated Demising Wall Assembly @ Catwalk RTU-AC3 to serve suite A07 exclusively. /� CA) N.T.S. B N.T.S. Plot Size: 12x18 or 24x36 . ; : gwe 2 l Force Sraciing€;f }i.ires 2 and 3) 1 �W•"EHoA .INFORMATION l force Sric _ ,: t.atera o e s iiiE a it i � i .�wwt <: � stivct •Ceilings can ed of lath and plaster or gypsum board screw or nail at- tacked to suspended members that support a ceiling on one.level extending 401 • Lay-in. ' e' from wall to wail shall be exempt from the lateral force braa'srig requirements. lupinoirl yseml for Acoustical eing :xY , . .:, Li;,uAxr : >.K • •Lateral foriwe bracing is the use of vertical struts(compression posts)and REuiSED 10/09 mIc Design t1 t cries , E �"`�., splay wiles(see figure 2), g = �< uas -s t •For celhng areas exceeding 1",000 square uare feet,horizontal restraint of the cr ii- GX. .. x::> see--- ew• e;; ing tie the structural system(lateral force bracing)shalt be provided,sest : f •.Lateral Force'Bracing shaft be 12 feet on center(maximum)and begin no farther than 6 feet from walls.&ea •: CAS .•;,.t...;..t:..>-= This document has been revised •O~,nR°&�: Man F)I =lL Design Group, LLC •Seismic splay wires are to be four 12 gage wires attached to the main beam: based on current Sullding!Code Wires are arrayed 90°from each other and at an angle not exceeding 45°from 100 East 19th Street-Suite 300 i.• u 3 the plane of the ceiling.Source:;C15r.A Sy s-�,r.rAs a--4 Vancouver,WA 98660 standards< In all b€[tidings,;other than Maximum Recc�mr l Lengths for •:Seismic splay wires shall be attached to the grid and to the structure in such 0: 360118.8020 structures classified as essential Verticel Struts .a.manner their they can support a design!earl of not less filar"200 pounds or C: 360.518.8243 • the actual design load,with a safety factor of 2,whichever is greater(figure DugasDesign@HotmaiScorn • facilities=Winded ceilings installed C"vi. i:;?:) , ?i_?T b}. s k:cisat�f € °s 1/2".EMT t f *''Powder-drlu shot-in-anchors"(PAPS),when used for seismic application in accordiai th the prescriptive - -- ,s.. .E oondui up o 5'10" an Consultant: -- ;,_ -�- p as part:ofthe prescriptive path in Seismic Design Categories:0,E and F;shaft • vis3i�tts of the d are f .- -` ;'�.' 6°EMT corx uit u to 7f$f:: have an lCC-BS approval for seismic applications and shall require"special _ T �`"'1'' °r p inspection"irrespective of the type of occupancy category the structure is in. deemed tO com�ly•writh they current `'�" -``� ` 1' EMT conduit up to 9'9« PAF anchors for kicker wires(splayed wires installed for purposes other than• '+s� \ .,,. seismic restraint)are.exempt from this requirement t:e s.;^€a.' }f{f.:g:sf,ta.,t;=rev .>.........„........-..-t�uirdi #code i€;rterpretaiJort. �' ,,r•� `ti E "k.� >I eDe., .cam tsse i la v"i"es are to be within 2inches of the connection of the vertical strut to � Single 1 " metal stud(2Q gauge) up to 12 Q° *Sp... Y• This docurnisnt provides-the 18G-2009 �► ....- . .. ....� .......:... suspended caifi se:3f,�_:�:€sA z.,; ;:�n.a..3-4 ' �= '.' Back-to-back 1:::1e" metal still a to 15'Lt" . 9 y be p referenced Standards for the (20 gauge) p •Bigid braciri ma be used in lieu of splay vices. ,,,,.. <>.. ,ss:r€.w.. . }t:...?v �_ -- - Ceilings with plenums less than 12 inches to structure are not required to installation of suspension systems Single 2:?i"rni tai stud(20 gauge) up to 1'3'6" I1ave lateral force bracing � �_. n ae €&=.€ .:v � r::; ,_ lterticl struts.must be positively attached tCt the suspension systems and the•for acoustical lay-in ceilings. General Recommendations: Back-to-back 2W metal stud up to 15f't " 5trutture sbc?wE �c�ft�;s^�._ �3-�> •Referenced sources per hie.raichy:2009 IBC(international Building Code), (25 gauge) +The vertical strut m be EMT conduit metal or ri rrt Incorporation of this document will may condo ,meta studs o a'proprietary co prey- American Society of Testing Materials(ASTM C 635.ASTM C t i36,ASTM .seesseeeiessd seeing Pee-el^ant slop post(see figure 3). provide a more uniform standard E 5801E 58OM),American Society of Civil Engineers(ASCE 7 05).and Ceti i3'? rl>n2<= eal:9reator then./5.'0' i,:=t s:7..ss... 4�t r ings and Interior Systeres GonstructtorrAssociation(CISCA). c>c- ..?z ; Wall t4�loIdln (figures as and 4b) Consultant: . for installation and ins ection..This ceiling. partitions reater than 6 feet in •Wall moldings(perimeter closure angles)are>required:to have a horizontal P Partitions that.ari�tied to the and all 3 height shall be laterally braced.tie the structure. Bracing shall be iridepen- time 4a flange:2 inches wide.One end of the ceiling grid shall be attached to the wall •.document.is:designed to accornolistl dent of tfe:cfiling splay bracing:systerri.S�xttr,*:ASCE f-fife section 13.5.8,„1 Attached Wall Molding Requirements molding,the other end•shall have a i'i trick clearance from-the wall and freesia Abe intent•of the International *Forfertheririformation on bracing of non-load bearing partitions refetto. ,.,. slide.set..:e:Asc .r€r•5 a it 13.li.c3.22 •NWCB technical document 6200-501. ,,,,„„ e ms„: •Where substantiating documentation has been provided to the local jurisdic- Su€!ding Code(IBC)with regard. *.�. ••All..main.beams are to be Heavy Dut HD:sot :r-oe,action 3a er.:,:z.z a 1�ion.:perimeter clips"may be used to satisfy the requirements for the 2-inch Y Y( ) tt?the requlrerrrents for Se,.. , :: :' ( closures angle.veaes stereo q.e, u: a :,c set Dl�,licit •Alf:cross tees shall be capable of arrying:the design bad without exceed- O The grid shall be attached a#two adjacent walls(pop rivets or approved meth- coign category D,E and F for ing dell Lion equal to 1/360 of its span,s: cis(A Zones 3-4 i ,:� ` `^.� � --� -od�.Sys extending to a point at least ievel with the bottom plane.of the grid • -These recommendations are intended: ., f��°� and independently supported and laterally braced to the structure above are suspended:eiIings and related urns. for suspended ceili s including.grid; ." .4. �: deemed to be equivalent to walls.Soiree:wig=.. ^.•Oregon. <<s= , co a €.;=<=,t;• Unless supparti?•4 by engineering,leering, panel ortile,light fixtures an t air �a terminals weighing no:mare the 4 lbs Spreader Bars tfi alb) the sulspens on system shall be per square foot.see se:.e: A s, 7.r,•, t ,11,• •Sprteader(spaces bars shall be used to prevent the ends of the main beams 4. 1;;,, r, and cross tees;at perimeter walls from spreading open during a seismic event, installed r these' uirisrrrenis.: i Unattached Wail Molding Requirements pe req muxr+twm perimeter wires shall not be in lieu of spreader bars.seine Geese seem c one i7s= i , All wire ties are to be three tightt turns e.; n Manufacturers' recommendations + around itself within three inches.Twelve ! '" Project For:• gage Hanger wire spaced 4 foot on:can- _::.:. ,. " `•`" } _' ; ; •«Spreader bars are not required at perimeters Where runners are attached should be followed!where applicable= L. ter(figure 1). ue:. ogre c€ ease,e:e: directly to closure angles. Washington Wire tying is an.acceptable alternative to spreader bars. • 'Changes in ceiling lanes will 9 p require Q ° 4 • positive bracing ( h a b• •spreader bars are not required if a 90 degree intersecting cross or main is Square figure I within 8 inches of the perimeter wail. Sei.ee~`:ASCE 1'::35:1:.>`,.:5.6.2.2 i :. o ; .` •• �., ; �, Where substantiating documentation has been provided to the local jurisdiction, •0• perimeter clips may be used to satisfy the requirements for spreader bars. :emu ice::t$ta:e•el Omptit..Saildievtottes`Ofa ka .oRRT rd z 'r WALL= CE...NCI.i BUREAU ;Lr:sEEN°SiON SYSTEMS FOn ACQ.V.STt CAL :.liAy-l.iv CEILINGS' No.RTHWEST WALL.S Cr€1.ttiO BUREAU• -.U.ar.:NS,ON SYSTEMS FOR ACOUSTICAL.LA?iN CEILiNO$ Landlord Demising Wall T.I. Hanger(Suspension) Wires(figures 50 and 85) figure f {- p i T a'iL 1e ''SR •T C i P. Yi"l5 Di--,C l'1E i�J F (^r 1f ec/7-77,,y.,,,,7,::,-,,. 77.> ',i •Hanger and perimeter wires must be plumb within 1 in 6 unless(figure 5a) 10124 SW Wash. Sq. Rd - Suite A06 counter sloping.wires are provided(figure 5b).Sou T 0. s is€2-i, Tigard, OR 97223 •Hanger wires shall be 12 gage and spaced 4 feet on center or 10.gage CRQ TEES LATERAL I OR+CIE Bi ACi 1G PERlflttEl R 1NflRES spaced 5 feet on center se sees.AST r:+ [ (l Th>r cross member that ir►terlock with The bracing method used to prevent Hanger wires placed within eight inches •Any connection device at the supporting construction shall be capable of car:: the main beams;also knoawn as cross ceiling uplift ar restric t lateral main- of the surrounding walls. eying not less than 100 pounds. su tS A a�.rti t- runners r crass Tbars. meat during a seismic event.Lateral Date: 06.28.2013 ' _. force bracing consists of vertical struts PLENUM .• a Powder-driven shot-in anchors(PAFs)are an approved method of attachment: DIFFU R n f s. The space above a suspended ceiling. Purpose: Permit Submittal for hanger wires.$CS ;rt: ; a.�:>.=i..,:�.»f,I' =v,Co. e:.h'=x:3clta• i s a d 5�t ay rH p A circular or rectangular metal grill •Terminal ends of each main beam aril cross tee must be supported within 8 "' -"'.-.w . „. SLACK WIRE Revisions: used forthe passage of err from a MAl1V t3E inches of each wall with a perimeter wire(see figure 4&5 b).s er,c€ CA :at' wa ducted system. The;primary suspension member sup- A 12 gage wire#hat is not tight or taut. •Wires shall not attach to or bend around interfering material or equipment.A figure 5b•Countersiopiag ported by hanger moires,also known at. trapeze or equivalent device shall be used where.obstructions preclude'direct: Sal lAl.BE_RV$CE BUILDINGS SPREI DtER or SPACER t3AR the main runner carrying toe,ca"rv"ing suspension.Trapeze suspensions shalt be a minimum of back-to-t ck 14 inch Any txuildings designed to be:used r A bar wit17 notches to}prevent the sus- cold-rolled channels for spans exceeding 48'inches.ser e.ciscA.�:cvi r a-a ,, `��' t> ublic a eneies as a fire station, u er ar motile. pension system from separating,also Electrical fixtures {r`,/,t '`' pal ce station, emergency operations MOt NNG/Cf.1 1. RlE ALE caned a stabilizer bar. •Light fixtures weighing less than 10 pounds shall have arse 12.gage hanger center, State Patrol off€ce= shers Alight gauge metal;angle or Chan � c3ffice,or emer 'enc communication net fastened to the' erimeter wail!or Seib AY1 tolled wire connected from the fixture to the structure above.This wire inay'be slack. �jta • 9 Y p f ... .............. ..,., ,..,..... ,.,,.......,,.,... . . Wires€nstaf ed at an angle rather than C . . ,CA•:S <:f ...t_. .: dispatch center partrticin to •Light fixtures weighing more than 1.0 pounds and less than 56 lbs.•shall have support the perimeter ends of an aG- perpendicular to the grid. two 12 gage wires attached at opposing corners of the light fixture to the t ID coustical caalirrg grid. VERTICAL, � structure above.These wires may be slack.se snot:(.:1SC, s?tc r,vn 3-4. Tice main beams and Bross tees of the •Light Fixtures weighing more than 56:lbs.shall be supported directly suspension systerrt. P RIIIAIM'tE i CLiP The rigid vertical member used in g g g ppo ecdy#rem the figure Proprietary angle bracket attached dl- lateral force bracing of fire suspension structure above These wires must be taut.racstircc ascA :etiti:zotl.:?S-k ���WIRE: rest to the wall moidin closure an le system:Alen known as compression'. • Pendant mounted fixtures shall be directly supported from the structure above Vertical ganger'w'wee etttechnie l 1 x g posts.seismic pods,seismic struts. using a 9 gage wire or an approved alternate support without using the ceiling Q or 2"gage sgft annealed wire used which allows for aka movement tit the Common rmateria€s are electrical con- (1-1.:::..... as prima s ort for the rids stem. suspension system for direct support.s wit:ma* is v ZotlOs;.-4. ' 9 Y event' vent of seismic•activi#y;mod in#erlcscks Also calked suEspension wires. , I with ends of nd s tern. dolt(E1 1),metal studs or proprietary •Tandem fixtures may utilize common wires: p y g products. Mechanical Services •Terminals or services weighing 20 lbs.but not more than 56 lbs.must have two it 12 gage wires connecting them to the ceiling system hangers or the structure . Software: AutoCAD Architecture 2013 above.These wires may be slack.5:..:er: I Terminals or services weighing more than 56 lbs.must be independently Job Number: 13-035 supported directly from the structure above.These wires must be taut.seise. figure(ib File Name: BNK-Strada-Per-01 Splayed seismic bracing wire emcee rent Drawn: A D Seismic Separation Joints(figure?i 1O32-A NE 85th St. '1)0 NWGS has been ing the oonstruotior� i •For ceiling areas exceeding 2,500 square feet,a seismic separation joint or full fn; A t Checked: AD 9 q 1pa joint fatties vii1 98115 iradttry fc�r E ft)r years.ft rs rerti� height wall partition that breaks the ceiling shall be.provided unless analyses a. ... .. .. .. .:.. .. .. .: :. . , ..=.:: ........................... w.�::" �t�� ��� Flrtrne(2E16}'�"4-� Vs+A��.,�riflra�li 'i�ortky=1'RuF�'.i..'rY..G/.i'� l a�y'mt�V•are performed of the ceilings bracing system,closure angles<and penetrations a �jg : : emit the: w, ..... d ti: °Indust. ,.... ArefS: ��, :k_ .5 __$ �.�x e '-Y. l"ax. ).�.��W .for .IAr to provide suftic,erit ciea€ranee,,z�_.{.�:��C�ct:r-i:..�;sc:tu>� r t�.,,.��.�?si __. - ...�.:_ � .........: ......... aoaitr�rrsrwxua�t:caaa�>�e�u •The la out and location of the seismic se aration joint shall be per the design- Toll Free 524-+1215 prow ser'i to architects attct the Gov•Y P 1 er of record and noted on the plans,if a seismic separation joint is required b lrrf nw:?b.': strrtlrctti�ri y rrity on'alt utters retatir>g to the designer,the designer may use the generic joint detailed in this document www,riwct�.prg this dlveersit ec watt anti ceillrt?g Indust y or a proprietary joint.The amount of free movement(gap design)shall be a minimum of 4 inch,Source:& t :'Otago/1,gwr;,wills::;;t'Cadge t sk?a : AS the rn#i`*eirs elopmrient and coordina- •In lieu of seismic separation joints,the ceiling may be divided into arm less figure ilea.oraitization,the ltlf3 saw:the need to than 2500 square feet by the use of partitions or soffits as follows:partitions shaft f�lWCt� extend a minimum of 6 life! above the level of the plane of the grid ark!shah Phone:(5031295-0333 �blisll ai*° tirneiat to prouide'ciail#lc tiara'and be independently braced to the structure above.Soffits staff extend toys point at Fax:(503)295-2733 the if!ger7t af:N RP. tiOnif Eaarthcrui ce Nsz- Sheet Name: least level with the bottom plane of the grid and shelf be independently••supported s R 1 is ticrrt Program)art agency of FEMA and laterally braced to the structure above ees stets si oisee :eti=ate optes r e _.e: .11: B.C.Waft and Ceiling Association >(I«e i'a1 EEmerg� Management•Agency}.It •Other than partitions and soffits,seismic joints may not be used as part of a � Phone:(p04)575-0511 ra • ye s of p ..sp Suspended Ceiling•fire rated ceiling ssembly unless substantiating documentation is provided. +, p g 9 Y g Fax (6"14)597-7208 F�.,. .°?:State..f C.i =.a.4.fiili:=.,CoOrl:iw= ;:airl and .cl s � Prescriptive Requirements fs;tiot rritended any: . tic sari r i pt u•Sprinklers _ Alberta wall aid Cadiir►g Axis is r For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch s Phone:(403j 250-7045 The GCB makes no expresss or fmpliei uwar- oversize n sleeve or adapter tasii Sheet Number: ring, dapter through the ceiling tile tie.allow free movement of at Fax (403)291-9615 rarity ctr guarantee least 1 inch in all horizontal directions.Flexible head design that can accommodate s,.,,,z 1 inch free movement shall be permitted as an alternate.:. arr.o-Axe 7 CCi 13:3.6".2. o ALASKA • IDAHO • OREGON • WASHINGTON • ALBERTA • BiliTISH COLUMBIA • SASKATCHEWAN 5TWAL LaC5=CWctwi3r,AU .SuSPENSOrSYSTtMSzcrs ACOu11CAk AY-Hsi CEI List S A1 • Prescriptive Requirements For New Suspended Ceiling System - All Per 2010 OSSC Section 1613.1 , ASCE 7-2005 Section 13.5.6 Note: Install Heavy-Duty Grid System If Required To Replace Entire Ceiling Grid System N.T.S. Plot Size: 12x18 or 24x36 4