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Plans (4) BUP2013 00269 ��j � 12413 ��• IlaRDION gull.©�G� ler rt o on ics Z .o .L. w TIGARD, OR Z -4-1 TENANT IMPROVEMENT i C1 i O � I--: � O U � o ',-7 E ^ ' O Lij v P ROJECT TEAM PROJECT DATA/ CODE SUMMARY DRAWING INDEX SCOPE DESCRIPTION M lf'1 BUILDING CODE SUMMARY D........... ........... COVER.... SHEET ..............................__ O 2010 EDITION STATE OF OREGON STRUCTURAL SPECIAL CODE (OSSC) SHT 1 _ _ACCESSIBILITY _ THESE TENANT IMPROVEMENT a FRAMING PLAN _ CONSTRUCTION DOCUMENTS INCLUDE 2010 EDITION STATE OF OREGON MECHANICAL SPECIAL CODE (GMSC) SHT 3_— NOMINAL PLUMBING PLAN_, THE CONSTRUCTION OF A 1 ,288 sq/ft, 21900 Willamette Dr OWNER Sierk Orthodontics 2011 EDITION STATE OF OREGON PLUMBING SPECIAL CODE (DSPC) SHT 4�DENTAL AlR PIPING ��-� INTERIOR TENANT IMPROVEMENT. -— _ ___�__........-.._...._..___.... West Linn, OR 97068 2011 EDITION STATE OF OREGON ELECTRICAL SPECIAL CODE (OSEC) SHT _5_ AIR COMP. SPECIFICATIONS__ 5HT 6DENTAL VA11 C PIPING TENANT I IPROVFMENT DOES NOT REQUIRE 2010 EDITION STATE OF OREGON FIRE SPECIAL CODE (OSPC) TENANT Sierk orthodontics — -- STRUCTURAL MODIFICATIONS. HT_7 VACUUM PUMP. SPECIFICATIONS_ � y j 12000 SW Main St __._` ------- ____.._ _. _..._. ..---- - .------ - � +I• �' _ ----- - Tigard, OR 97123 SHT 8 _ELECTRICAL PLAN `--` CyT CONSTRUCTION TYPE TYPE VB (NON– SPRINKLED/NO ALARM) SHT 9REFLECTED CEILING1LIFE SAFETY PLAN Ompanc'� Co WtVtW Type , ^.---. ......._.....-......-- --- CITY OF TIGARD RWxd Conldar ----- --- ___ _ –--__....- ------._—._.... ---- - Approved........,.�.�..................[ 8new colt STORIES 1 Conditionally Approved..............[ ] 11cx ulbility DESIGNERNW Precision Design _ _.__ _ __—__ __- -___ ____� SceLetterto:Fo!'oNv.................. [ ] 22605 SW Pinehurst Ct. ............ Attached I Approved lens Sherwood, OR 97140 BLDG. AREA: = 1,560 S.F. _._.___._ __-_. - r pp P 503 680-6444, T.I. AREA: = 1,288 S.F. (USABLE) ........ __.....-....-.._._.-__..__.-._.___-__ ._.... -- __.._.__.... Addrtts umt�e ^`. �'� shall be on job site. Contact: Darin Bouska By: Date: I016(11 --s OCCUPANCY TYPE: B (NON SEPERATED USE) vj OFFICE COPY EXIT OCCUPANT LOAD: OFFICE 1,288 S.F./100 = 13 GENERAL Norwest Contractor's, Inc. OCCUPANCY UNDER (50) AND PATH OF TRAVEL UNDER 100 L.F.CONTRACTOR PO Box 25305 (1) EXIT REQUIRED. SITE MAP O Portland, OR 97298 75 o 503 291-6986 , Contact: Mark Enger FIXTURE REQUIREMENT: OFFICE 1,288 S.F./200 = 7 btu CCB#: 89425 (1) ADA UNISEX BATHROOM REQUIRED 4-1 .. U) JURISDICTION City of Tigard 13125 SW Hall Blvd Tigard OR 97223 /� SCOPE OF VICINITY MAP WORKITM CV 0. Pb < ystci ' M 911 f•` `, k c. c Lf DATE: JULY 2, 2013 o�v Y JOB: Sierk Ortho \ Lt • t DATE REVISED cturch ca Mrc , , i r _ SWK SHEET NO . ' Sylt rt-Indo Rac ter, r s , ` €d y ' Ili _ 1 i I �II it WAITING 111' 71 I Ij � I I _ V) y -- -- - W a ru { ol - 1/2" Lu y > O CONSULT Ln trl N-X 102 BENGH J -12' XRAY VIEW WINDOW T it I •�' IIIj E BENCH i I Mme~ r� I 71-,0 1/2' 4'-2 1/4' r' _ L� I ' � m m ---- ------- 4 V N i I 1o8f - •r-1 r-+ L,48 10E, -7— I' A A - i ACCESSIBLE RECEPTION - ELEV MEC �� ;� �,; iLET �'' T — 2 ID 3 ID" - -- 1o& O m 3 _� L _ — ; i RACK FOR COMP/VAc 2 -5 1/2"I ?'-� ' •� O STAGKABLEJ -- ------ -- -1 - -- ��__--- � Cj) N 1/2" — 3 -0 c-+ r SEE FINISH SCHEDULE FOR ACTUAL FINISHED [FLOOR [PLAN s N 39" PLAM WAINSCOT RL AM WAINSCOT PLAM WAIN5C07 PAPER TOLUEL <, " MIRROR j ` DISPENSER - - ---- z" 4 C.B.TYP MIRROR S' IN LENGTH 12 DATE: JULY 2, 2013 rtAX MIN —:' F ) 3�°_-- �� rYP I°"a" 4 Cs.B.TYP G.E. I,I JOB: Sierk Ortho C DATE REVISED scoRGHIN� HANDI-BNIELD � I = p� JACKET 4 = LJ = APPLY 6' ® - HANDI-54ELD OCT 9, 2013 1[l RUBBER BASE Y' - sGORGHINCs cn 7YPIGAL� nl $ JACKET j r - "-9" rte" MN -- ACCESSIBLE TOILET ROOM - ELEV 5�4EET NO. ECC ,5,5 51 L 17 CARPENTRY LEGEND 1. INTERIOR NON-BEARING WALLS TO BE 3-5/8", 25 GA. METAL STUDS 0 24" 0/C. EXTENDED 6" ABOVE FINISHED CEILING HEIGHT. 2. ALL FRAMING FOR DENTAL EQUIPMENT SUPPORTS TO BE WOOD, #2 & BETTER, DOUG. FIR - LARCH. 3. FIRE AND DRAFT STOP BLOCKING TO BE IN ACCORDANCE WITH OSSC 2010 (WHEN WOOD STUD FRAMING IS USED) 4. NOT USED 5. INTERIOR SOUAD CONTROL WALLS TO HAVE 3 1/2" SOUND BATT INSULATION. ALL WALLS) �—EXISTING WOOD FRAMING 6. ROOF/EXTR. WALL INSULATION IS EXISTING. (VERIFY ON THE JOB) 7. INTERIOR WALLS, 5/8" GYPSUM WALLBOARD WITH SMOOTH FINISH "8 WOOD SCREW, 24' O.C. ��I T��� WITH TWO (2) COATS OF PAINT. FINAL COAT TO BE SEMI-GLOSS ,c FINISHED. (VERIFY WITH INTERIOR FINISH SCHEDULE) r •-� O II O1 I 8. PROVIDE (2) 4x4 POST, FULL HEIGHT, W/ 2" X 12" X 48" HORIZONTALy v BLOCKING BETWEEN, UP 40" & 84" TO CENTER, FOR ANCHORING OF i w 5/8' TYPE 'X' SHEETROCK PANORAMIC X-RAY UNIT. VERIFY W/DENTAL SUPPLIER C� a EACH SIDE I PRIOR TO INSTALL (SEE DETAIL "B ) W � e ?:SOUND BATT 9. 2" X 12" CROSS BRACING FOR H.C. HANDRAILING AROUND z INSULATION W.C., UP 34" TO CENTER OF BLOCKING. O O u- 3%' MTL. STUDS 1 I Z V 25-GAUGE 0 24' o/c. lI 3s, 10'-11 1/4" 10. 2" X 6" CROSS BRACING FOR LAV TOP & SINK. UP 34" TO TOP OF BLOCKING BOTTOM TRACK ATT. TO 1 O FLOOR 0 24' O/C W/ 11. HVAC PLAN TO BE DESIGN BUILD BY MECHANICAL CONTRACTOR. N PROVIDE SUPPLY AND RETURN IN ALL CLOSED ROOMS. 08 WOOD SCREW VERIFY WITH BUILDING OWNER ON HVAC LOCATIONS. - ----- iO3 12. RECESSED FIRE EXTINGUISHER CABINET. VERIFY LOCATION WITH THE 00LLJ EXISTING WOOD FLOORi LOCAL FIRE MARSHALL'S OFFICE. -3 1/2 3 / 13. PROVIDE 2" X 8" HORIZONTAL BLOCKING UP 72" TO CENTER FOR WC) ANCHORING OF UPPER CABINETS. VERIFY LOCATIONS (� .p V'l METAL STUD WALL DETAIL CT rf=) � 'I� -- -- —�� - SEE DETAIL "A" "--' N I rl 14. 2" X 12" CROSS BRACING FOR PLASTER BIN CONSULT 0 (VERIFY HEIGHT) � m 103 N O p kLn z �. 10 °s Q) 8 xISTING WOOD RAM NG F I N-X 10o E 102 x _ \ ' �C -- S r t — -_.._.. 4'-7 1/4" lm° BENCH �'8 WOOD SCREW, 24' O.C. 12' XRAY VIEW WINDOW / ��6' METAL STUD, 20 GA, 16' O.C. VERIFY ELECTRICAL t $LOC.KMG, WITH � I i SOUND SATt DENTAL SUPPLIER INSULATION \\ I Q I lei 0 5/8' TYPE 'X' SI-IEETROCK \ BOCK BETWEEN G t— S W OS WITH 2x8 EACH SIDE BENCH j 358' MTL. STUDScz `r 20-GAUGE * 24' o%. tu 50TTOM TRACK ATT. t0 BENCH AREAFLOOR 's 24' O/C W/ POWDER DRIVEN ANCHORS 104 ° - - — „-0 1/2" 4'-2 1/4' I(o V N EXISTING FLOOR ---------- ---- •PO-4 r-.4 DC��V�L EQ��9�G°�uv�ENT ON METAL STUD WALL DETAIL CAT TOILET) � � � o k 11.�[311��1[s'I! [��i��ct 1��i1[h16ia .FE_AA-W i�.N � O O N.T.S I OFF I CE 10 -�[_, ((� \ 1-0 LA84-1 I E� I � ADA II �+ MECt—f �p� !I l��0 2 m 3'� �1' �-•� (US m T ILET F- D OOH SCBE D UL _ --- .� o 14 DOORS FRAMES/REL ITES o SIZE DESCRIPTION DESC. �CIA-+ N I N a .; � Z� ul �_ _N Q� w�_ _N� O� W Qul R.QCK FOR � O �� Z� � O� Q +�- � COIc<FOG 2'-5 I/2' 7'-�pu (o'- " - 00 - Q `n Q B zd(l Z OW BQQ �O QOck REMARKS w�Ae W@ W Ww W w W VL w 14'-(o 1/2" 3'-0° cn0z i--Oz m02 co Q CDOZZ (Loz w 5:01 e U- xo ice° i70 ROOM NM W I••I I T SIP MAT.1 FIN. TYPE I E L MAT. FIN. 100 AL AL -_ • AL AL _PL15H/PULL (DOOR TO REMAIN OPEN) SIGN D � D � o D D � 1O1 _ - ,4L .4L- - AL AL FGQMDIN [PLANgmaN ��� � ��� G��� � 103 i=,4SSAC�E SET UJ/FULL Vls[ON IGlT .. .105.... . _. P,455AGE SET 106 PASSAGE SET UJiINDIC,4TOR_ BOL- _ 10-! 30 i FAS&AGE SET LU/DOOR BOTTOM • 14 SOUND GA5KE I ING 108 I I POCKET DOOR W/STOP TO ALLOI.0 _.._.. _ .. _ - DATE: JULY 2, 2013 32 �LR. OPE1tiINCx i JOB: Sierk Ortho - DATE REVISED NOTE: DOOR HARDUJARE TO BE C3RADE 1, DORMA CL800-LCA OR AFFROVED SUPSTITUT OCT 9, 2013 ALL DOOR HARDWARE TO BE LE`,/ER AND A.D.A. APPROVED, &2& FINISH INDICATOR= DORI"IA J201 x ScHaee 155-il (5AXTER 4 FLAT"LING/ SHE E T NO. THERE WILL BE NO NITROUS/OXYGEN FOR THIS TENANT LEVEL 3 AIR AND VACUUM ONLY 2 1 F SAM 1NG IGN ICxN (N) Io z W,4 f T ING � o � ISI' I •U d Z 10 -11 1/4" I � O � �� v 1 a -cr � L' ...... LLJ to ' CONSULT Q N O a M 1 o v I- N-X k 46 102 — d O BENCH ELECTRICAL LEGENC) r- . DUPLEX OUTLET ` 4f-LEX OUTLET ' �q `' -EIC+�T DIMENSION FROMINIS- "` \l X" FLOOR TO CENTER OF ELECTRICAL \ ITEM. ALL ELECTRICAL !TENS EsENGH WITH NO DIMENSION HEIGx 4T SHALL \Z __ BE 16" ABOVE FINISH FLOOR PER A.D.A. UNLESS OTI 4ERWI5E NOTED- I BENCH � A --... _._ ARE�4 DEDICATED OUTLET / DED 220 v (DEDICATED) •� /GOND„ --__.. a TELEPHONE OUTLET o /OFFICE �� �� 5-rEREo "',v Q DATA OUTLET E.P. +(2 O FLUSH FLOOR OUTLET W/ CAPS V er) CIA i SERVER L,45 / I� NOTE_ -- - -I' ; +� ALL WIRE, FOR EQUIF`t TENT, IN PATIENT CARE FINAL HOOK UP: O �� 21, - - * 2:: AREAS IS TO BE HOSPITAL GRADE, O II 2 M.G.-HCF-gO GABLE. (AS PER CODE.) ROUGH IN AND FINAL HOOK UP OF ALL EQUIPMENT IS TO BE 7� MECi-4 '\ �i T (LET 2 COMPLETED BY ELECTRICIAN OR LOW VOLTAGE CONTRACTOR. t \� `� - - + 2 1�T btJ �i i0� i I U TR S NIG SPOTTING: 4-1 .-.; ALL DENTAL EQUIPMENT LOCATIONS WILL BE SPOTTED ON THE U) — JOB SITE. MFG.'S TEMPLATES WILL BE PROVIDED BY DENTAL - MOpE`ter_ SUPPLIER. JOB ELECTRICIAN IS REQUIRED TO BE O MACK FCW ON THE JOB SITE FOR LAYOUT AND PRE-WIRE INSTRUCTIONS. CCMPNAC MAMA") 2 � O 3 � N 1 . DENTAL COMPRESSOR. 230 VT. 30 AMPS. PROVIDE OUTLET UP 4299 . 2. DUAL VAC PUMPS. TWO 230 VT. 20 AMP. CIRCUITS. PROVIDE TWO (2) 230 VT. OUTLETS UP 36". 3. THERMOSTATICALLY CONTROLLED FAN — 200 CFM. E (VERIFY WITH EQUIPMENT SUPPLIER OR TENANT) DATE: JULY 2, 2013 JOB: Sierk Ortho DATE REVISED OCT S, 2013 SHEET NO. � \;:tea ` .,t; �` Recycled ,������ (.00ltent:: LIGHT FIXTURE SCHEDULE g 25% NOTE: ALL T8 LAMPS TO BE 841 XPS TYPE. _ DRYWALL/STUCCO/PLASTER Grid Systems LITHONIA: 2X4 LINEAR FLUORESCENT FIXTURE (SURFACE MOUNT FIXTURE) An economical alternative to Product DescrIpgft' n stud and track construction that is fast and easy to Materials install.Provides practical A.General: solutions to many interior ASTM C 635 Heavy-duty main beam classification. ASTM A 653 zinc-coated hart dipped galvanirt d>LeeF Exposed surfaces and exterior installation chemically cleansed,zinc coated and prefinished.Materials conform to the performance standard ASTM G 645(Standard i LITHONIA: 1X4 LINEAR FLUORESCENT FIXTURE specification for Rigid Furring Channels for Screw Applications olGypsum Board). ' (SURFACE MOUNT FIXTURE) conditions. d' Key Selection B.Components: 0 HD8906(144 1 112"flange,51 Attributes, 1A.Main Beams:Double-web foots starting 2-114"from each r ;�• J� 0 % heakFom'm construction,profide Dight end for Type:F light fixture V „ 1-11,'16"with peaked roof compatibility#ire notch LITHONIA: REALITY 6 LED DOWNLIGHTS cease profile top bulb and 1-112' expansion relief in web,IncrtfDB`JU6 0 i / \ REAL6D6 -MW-ESL-PFMW (MATTE WHITE TRIM) strength and knurled flange. galvanized) 0-- stability for unproved 113.Mala E3ms:Double-web E]H08901(144',15116"flange,53 performance duringconstruction,profile hes ht routs starlin 2-1/4'from each t b" U WAITING stalfakian 1-1f2'with rectangular�p end for lype F light fixture ���� �� yJ .' bulb and 15116' flange compatibility fire notch ,, . 5uperLoek main beam Clip g ex r skin ref in web, " lCL l is engineered for a strong, f � i �-� LITHONIA: 2UC 32 MVOLT GEB 101S M6. scrt.ul connection and fast gafvanrzed) � 48901 36" UNDER THE CABINET TASK LIGHTING FIXTURE accurate alignment confirmed 1Other with an audible click,easy to remove and relocate / 31-21 "ScrewStW reverse kern 2.Cross Tees: 77 Xt_8947(50"P 8 routs,starting 10" a pfeven€s screw spin off ori Double-web construction, off each end.galvanized)For " i v © WALL MOUNTER VANITY FIXTURE, ALLOWANCE $125.00 /FIXTURE. 1-1f2'wideface profile height 1-117"With Type F light fixture compatibility � � � ,:`Rotary stitched during rectangular top bulb and J XL8925(262 routs,12`off each Z manufacture by a patented prefinished 1-1t2�'knurled end,galvanised)For Type F light 400000 O � Q } / method for additional torsional flange. fixture compatibility O strength and extra stability 1"'XL8926(24'.3 routs,center rout , / / O during installation and 12"off each arid,galvanized) — FLUSH MOUNT SPEAKER H©8906 and HD8901 main For Type F tight fixture beams and crass tees with compatibility 0 LLJ / extra routings for Type F light C XL 1918(14',no routs, e , / fixtures galvariized)For Type F light v •Minimum G40 hot dipped fixture compatibilityW to � 4 galvanized coating,per ASTh" L XL8945(48r,9 routs,center rout O 14 C 645;4) 45;orovides Superior and routes starting 10"off ewh i' LIGHTED EXIT SIGNS. corrasin resistancerxi galvanized)For Type F light N LITHONIA: LOM S W 3 R 120/277 ELN M6.. dipped fixturecompatibility T z •t� not di N O H RESTROOM EXHAUST FANS, BROAN "684" (2.5 SCONES). x1as4tcsavailable (X gZt exterior 1:: Other -- VERIFY CFM WITH HVAC CONTRACTOR. UNIT WIRED V.C. TO OVERHEAD LIGHTING CIRCUIT. Wind uplift construction 3.cross Tee: Xi_8341(46' certterr rout. N available Double web construction, galvanized) l I- , d' Ln Ln V +9'-2' ra" XL(staked an end detail) prof4e height 1 1./2"with 7 XL7341(48",3 routs starting 12" r sera=' _ ® �ONSU�-T STERILIZATION, STAFF LOUNGE, LAB AND SERVER cross tees provide secure rectangular tap bulb and from sett end,galvanized) 9 - r v EXHAUST FANS, "PANASONIC" FV-IIVQ3, 0.8 SCONES. locked connection:fast and prefinished 15116 flange, - l I easy to install = ' - VERIFY CFM WITH HVAC CONTRACTOR. UNIT WIRED All drywall components 11 Other__,._,. ` +9 -2 TO OVERHEAD LIGHTING CIRCUIT. minimum (}18"steel l I thickness;complies with ti CL ASTM C 645 w a ........... 10GZ �( EXHAUST FAN VENTED TO THE EXTERIOR THROUGH hat channel,wood stud,track. s� hat channel,woad or other A.Stucco Cross Tee: J ® O ALUMINUM DUCT TO THE OUTSIDE ATMOSPHERE, WITH supplemental framing Double-web constriction, _ __ �-- - ---- A THERMOSTATCALLY CONTROLLED SWITCH. PROVIDE create drywall perimeters 5m3 i y p.� . profile height 1-1t2'with ,,�• ,„y N MAKE-UP AIR DUCTING TO THE ROOM. VERIFY WITH -fulimoduleacoustical rectangular top bulb and I XL7231(36",no routs. i panel installation prefurished 15116"flange. galvanized) r 1 2 ®� THE HVAC CONTRACTOR FOR FAN CFM AND DUCT SIZE. broad range components of iciest 1 Qthcr w. . Q ALF ^ A (FV-30VQ3 (2.0 SCONES). txaad rartge b# t.design r{t ' 5 ,ere• r,i� Q r T • io,year limited warranty �1 e cH N.L. NIGHT LIGHT i Typical Applications — -- - - - - t-- -- •Indoorfcwtdoor applications V.C. VOLUME CONTROLL Soffits/specialtransitions 5.Furring Hat Channell/8'x •High visibility areas 1-3I8"x 4",galvanized steel:tible compa -Combination drywall and HOBmaintrunrterll and HD8940(4$"krrrg) -- ------_+ _-__ r-_----- - ac austical panel of file ceilings • Barrel vaults and domes • We installations ��._..., (stuccolplaster) ". ACOUSTICAL TILE AND GRID �.... j `� yg p v�.: 4 :a�V�.` .. ��AAa Ate. VAS 0J,3, ��. A . .ow\ �... EGRESS PATH I 1 +9 -2 (PATH OF TRAVEL) tiM r DRYWALL/ ---_ EGRESS STUCCO/PLASTER aeucH LIGHTING: THE MEANS OF EGRESS ILLUMINATION LEVEL + t �I► CIS r �� � N.L. ( SHALL HAVE AN AVERAGE OF 1 FOOT-CANDLE ��1� Systems U N -- -- NORMAL BUSINESS HOURS. r � AT THE FLOOR LEVEL DURNING 10.4 ' W/90 MIN. BATTERY BACKUP _ L 7838(120',unhemmed r.hannef (EMERGENCY EGRESS LIGHTING, IS NOT REQUIRED) 6.Wall Moldings:galvanized molding,nominal 314'x 1-9116", 1 stew. 1-1/4 s '� v w;y t -- — — — -- [_� HD7859 120".hemmed angle( t i molding,nominal 1-114 x CHANNEL MOLDING L-,,7858(144`,herrrmed reverse ����• t� OFFICE angle molding,nominal 1-9116" --_ '12011 bfJ }�8 x 15!16 } � v �+ / Othler yr f t s x q i EXIST C l NO OE -- vAvv , u`F^ REVERSE MOLDINGS / --- j � i I � � ANGt.F MOLDING O J 7.Accessories(see drywall Accessories Submittal Sheet;CS-3082). \ \\ _ Rh soca t Data _ xi um t~fixture,Wei Material a Class A Pine stated M �1"T T� E'T ( 1 Hot dipped galvanized Steel A.Main seam Q 1 �_— Surface Finish NEW CUSP�NDD lad 1 IP?(o Unpainted steel Mair�Beam ��j,J1 j L I aa.t � Fire Resistance Rating / — I SUSi=ENDED CLNG Resistive when used in applicable UL fire resistive cies€gns.Fire Guard Maui I3ee» 1 / I I /� components greet UL Design Listings D501, 4502,G523,G524, Earl archil(^} � (TD � CC)N5ULT T�RE,4T ENT p r 1. Fixture' 24L' 48.. \c G526, G527,G528,G529,J502,1.502., L508, L513,L515,L525, 2. PlanningModule 48'x 48'" L526, L529,P501,P506, P507, P508, P509, P510,P513, P514, 3. Hanger Spacing 4Et" ---- _ P516(XL8947,XL8925,XL7918 are not fire rated) 4.Iter,H08901 9t}-O lbs. 90.0 tbs. �v� stern H08906 9tl.tz tbs. 90.0 tbs. Avv"y _ Cross Tee/Main Beam Interface \� \\` � Override End Detail fi.,irr lit arr,s ste i a r al%uu. H[?6800 to to 7 at':S 76 Ibaii rt tot t tx c i r's:;lcin. \ Main Beam:Staked-on clip-HD8906 NO FE I tit atx ve i s r t.sed on 48"hanger wire spacing,board r r ni of � w Main Beam:Coupling-HD8901 2 los isq If rmximuni deflection of tees not to exceed 1/3titr of the st.:r.and � su.�pr,nvaax,sy::xw.n rn�i?.tllerl In 4c.rordenre!with ASTM€�633. v`� - Cross Tee:Staked-on clips v Duty Classification Fixtirra ansyht isbawo on singfr fixture only For end to-erxr fl �attsuit your Armstrong v� representative. Heavy-duty �0 Main Beam Load Test Data t rats res kite€c ping more than 56 lbs,should ae independently suptxu1l d ? REFLE N ����`/'•'i� PLAN HANGER SPACING:. .,C7�VF= � E � �� \./u E ds A +.6uw ��`•• t4 dP.l"EV2 Ric't%7{IiUlil iss JF,Z7tvEE3@ theam C@n:�`3(3ACfnr,�of tt7C CG`IT.i5C:r1@nT 157ti?itis 3i]s.i)_r " MAIN will ASTM U2M given in fife load tee,data table. \V� at"$ LEWIN "911W allm Z I t Z I MEN N SCA E 114' = {Boor Cross Tee Load Test ;baa 5i'" eta ss n mesa i t \a c� L� 47 Il HANGER SPACING CROSSTa LEdG1ff Krim :was "x'tt t W a z it: .. `� \ DATE: JULY 2, 2013 ae.f41N 14- r 112 14at F�9 \�\\ x�. �Fa.. t, .....�...._......1 �� _.__._ 1e �. .: _....._ ,.m vJOB: Stark Ortho xi£C�3 3 L6 t tP2 3ttt„i 9P. AAVvA 1t7Xfl3 31x' t i!2 .. .Ai 3rt3 ... -. \\��� _.... ._. xtrt4t 4 ,1!2 t1n 49 DATE REVISED 7rtEx3Qi atirc trz zu _, se ac. d._ w�v xtdY45 dd' t ttd" __ t6 bt xT i c OCT 9, 2013 xt_sa?,, iia Seismic Performance \` -- -- -- -��- -- Seismic loading 1994 Uniform Building Code Volume 3,Section w 25.210,Exception 2;Continuous Membrane,One Level v v X I�� ���� Drywall ceilings are a continuous membrane.Consult local codes for a fR requirements. v MHiPAUM LSS.TO PILL OUT MBItft9t6t�S �. O iiC5i11 400 3740 C� N "(2- I �WATNO RM_ _ w i�aNi�tr� TO PULL- u _ _ 6 H E E T NO. xi-a:r4i 377.0 ICF'3t7t Reports . �u xs aa4a.xLSJas, for areas under IC803urisdiction,,see tC50 evaluation report number 541:€`tx allowable �����,•ilI� l) �� i� 'l�J xI-7aar.xL8947.xLss=5, vatues all conditions of use concerning the suspension system components listed on Ill xts9zr,xtT re pate.The report is subject to reexamination,revisions and possible carr eliiition- TechLinel" 1-877-ARMSTRONG ` 1-877-276-7876 www.artnstrong.com CS-30131-503,J 02004 Armstrong World industries,Inc. Printed in the United States of America � ILIN�i