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Plans , 1 R UNITED RENTAL A"r 09 2012 , x M-0'TN? TENANT I M P R O V E M E N�CT oFT GARD�- , . ';Vr�r© nr ;(1i) ,259.46' � � � ".- 14020 SW 72ND AVE - TIGARD, OREGON 97224 WJ,, 120.4' 190.,' er _ ,64 6' _ , 4 62 s PERMIT SET - AUGUST 08, 2012 t $ cesm a EIADMC Ic Ur DOST04 a 120.1' 69.7' �R11>914 R e,' ' j/// 2,V 4, s GENERAL NOTES o �/jj� I.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 EDITION OF THE ° I -•...,,,„.l...,a0 OREGON STRUCTURAL SPECIALTY CODE,AND ALL OTHER GOVERNING CODES, :41 I V I�T >: g LAWS.RULES AND REGULATIONS. -- _ . EX ST:NG ACCESSIEL F.PAPKING SPACE , 2.VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS.NOTIFY ARCHITECT OF . 1 V•,v-4•-,--r 70• DISCREPANCIES PRIOR TO START OF WORK. 3.MECHANICAL,ELECTRICAL AND PLUMBING BY SEPARATE PERMIT. 1-- ,4r 1s• 4.PATCH AND REPAIR EXISTING WORK DAMAGED BY NEW WORK TO NEW CONDITION Z W 5.VERIFY PHONE AND DATA OUTLETS WITH TENANT PRIOR TO INSTALLATION. AREA OF WORK 5t ' W 40 w > INDEX OF DRAWINGS Oi o_ v 1 SITE PLAN T I.0 TITLE SHEET.SITE&DEMOLMON PLANS LLj N • Q 11 cS1.1 CODE SUMMARY SHEEP < O: .>N scnl e rrts Al] PROPOSED OFFICE PLAN Z F— <a A2.1 DOOR&ROOM FINISH SCHEDULES A3.1 DETAILS Z a O w90 Q I. w �n w O IAN _ � r FIC � W O 1 pill W (N H A31ROOLE O O MC RESiROOM OFFICE r_E a OC Z O Q ACCESSRN.E AREA OF WORK III PROJECT TEAM < ° 0 �' A',L0,Af r ARCHITECT: OWNER: Z j hr.:E �1 WILLIAM WILSON ARCHITECTS PC UNITED RENTAL W a ORTLAN OR97204 NUE 14020 SW 72ND AVE Q n I TIGARD.OREGON 97224 N I TELEPHONE:(503)223-6693 W c CONTACT:ROBERT MOSIER 1-- g I EMAIL:rmosler 'wwarchilech.com Z 5 m\ r SITE AREA D 11 I �y.� ,. CITY OF TIGARD \ EXISTING . IN I �1 Ap V�«.. � ..........-r %-r. a \ SHOWROOM U TNG VICINITY / SITE MAP All-m-11-4,„1/47./iii,. I Conditionally Approved............._( I TITLE SHEET, SITE 8 \ o TO Ulf �� See Letter to:Follow ( ] PLANS SHOWROOM F nt��SUSPENDED 1 ; „v .�1 _.... 1 Att ached...........meal ] a ncousnc ctn c — ABOVE tOEUNG v \ I) I ,� �° � ` �'-' 0 , Permit Irllber. �.._. -lo��� Cn��9 I o ED ii _ tlifitall_ 1 it � , • • R. ' ++7• , 's_! Date: v1 U I — REVISIONS. j EX4mJG— I .. ` *ITN.,�ft —72'4'4*,1'�It .'t��� A 1.1 . STOREFRONT TO ~ `� : •=— SE REMOVED rep* I��,j :�� f'. -.�ieY.J�� �f o �I► %' mow'= [� E 8 8-12 PT wrria. '�I �� -J (Al C �l 1 :. V/'' ��� ( SCALE: ///// _� � �y.���14''itiiALE 11%1) ra� DRAWN: EANtDSSCAPMCI /) f' t 4th' .. ® -'•-'c T .��_ �� l'A JOB NO: 1237 "'s CURwGRBTOSE L `" 47- 1►:A7f illAISZLI 4-?>t r 3. `;- WILLIA NWI SON I all. \,),) r. ,� ©' ,��„�,�"'�`t�/1 MPORTLA D, OREGON m v /rl� n 2 EXISTING SHOWROOM / DEMOLITION PLAN 0 Ott-r;, ,,<wl j 6 Approved plan `� , � i 11 T 1.1 SCALE:rarwo-� 041 shall be on job site. OF PERMIT SET OFFICE COPY // _ L BUILDING CODE REVIEW THE PROJECT WILL CONFORM WITH THE FOLLOWING CODES AND #4 SALES STORAGE #5 SALES STORAGE REGULATIONS: CONST. TYPE j ❑ CONST. TYPE ❑ 2010 OREGON STRUCTURAL SPECIALTY CODE V B V B GENERAL CODE ANALYSIS: S 1 OCC. S 1 OCC. CONSTRUCTION TYPE: IIIB&VB OCCUPANCY: F1,B8.31 2,203 SF 3,300 SF FIRE PROTECTION: NONE 300 SF / OCC 300 SF / OCC FLOOR LEVELS: 2 STORIES 8-11 = 7 OCC. = 1 1 OCC. AREA CONSTRUCTION TYPE OCCUPANCY SQUARE FEET - m 444[[ #3 SALES OFFICE 1 #1-EQUIP.REPAIR SHOP VB F1 2,900 �3i CONST. TYPE I #2-CUSTOMER LOADING BAYS VB B 4,260 0 Y@ III B REHIA I #3•SALES OFFICE IIIB B 2,780 ory".e i I „ .4-SALES STORAGE VB S1 2,203 / B OCC. c lid __010" 1 /��% o E r�,w CIS 1� r r / #5-EQUIP.STORAGE VB S1 3,300 �00 O / OCC I ���, r u1 `� I�I' ,•,� •1 • Z-E ::+:QUIP.::: VB F1 2.395 t 8 I � I ��f #6 VEHICLE/ EG # - RAGE S1 6,115 r � - QUIP . III B F1 6,115 F BREAK ROOM .val.Ar CONST. P #9-VEHICLE WASH DOWN VB Fl 3.877 7 ie 3HR.OHD r ��� V B #10-OFFICE VB B 1.290 UJ K r K �I�� e�I�#�#�#�*� AREA OF WORK II, coRxr'. . ' J'a I I #1 1-PROPOSED OFFICE T I. I VB J B 2,596 Vfff/JP.iirl A ' % BOCC��o AN OCCUPANCY SEPARATION IS NOT REQUIRED FOR ACCESSORY — � Q^. Q ui (SECTION 508.3.1) • Z FIRE RESISTIVE RATING-BASED ON FIRE SEPARATION(TABLE 602) Z W O AI' IIIIA / r !�. ��// Alk ( 230' 0 Z ce ce / --�---�L FIRE RESISTIVE REQUIREMENTS(TABLE 601) IIIB VB • 11J N O W O EU — EXITP�tTH' m• m . STRUCTURAL FRAME 0 0 F O p °0• yd .., .- r,'. �I' oar as �� ="'I � ._. . BEARINGWALLS-ET:ERIOR 2 0 _J O Q Z- <CV QC Z Q Q--�� I I+► I T BEARING WALLS INTERIOR 0 0 M . �I) 1: 7 Dun NONBEARING WALLS-EXTERIOR 0 0 O o' � Cn' -F \� NONBEARING WALLS-INTERIOR 0 0 ~ ~ 3 1' �� &M . i coots FLOOR CONSTRUCTION 0 0 z �J� TTT""" °u ROOF CONSTRUCTION 0 0 w „r- x o `� FIRE WALL RESISTANCE RATING BETWEEN 1ST AND 2ND FLOOR-3 HOUR a co 5 MAX.EXIT TRAVEL CODE LEGEND LLJ N/� DIST.=77' Z r i EXIT NEW , L___� 1-HRRAIEDCORRIDOR D -. 1-HR RATED FIRE PARTITIONS N EXIT- ___ U ii L a i `�, ` T,. ... . 1-HR RATED FLOOR AND CEILING _ % Off CE >°• , M.1 MI 2-HR RATED EXT.BEARING WALL CODE SUMMARY ij . e EXIT SIGNS SHEET % XIT ,— -... .-_{D--j EXIT PATH-EGRESS PATH MINIMUM WIDTH 44`. PROVIDE EGRESS LIGHTING THE `'' O FULL WIDTH OF EGRESS PATH 3'MINIMUM LIGHT LEVEL 1 FOOT CANDLE AS g / MEASURED AT FLOOR LEVEL. v #8 VEHICLE/ EQUIPMENT 2'x4'FLUORESCENT UGHTFIXTURE WI BATTERY BACK-UP(EMERGENCY EGRESS j MAINTENANCE GARAGE LIGHTING) REVISIONS: #11 PROPOSED OFFICE T.I. CONST, TYPE CONST. TYPE IIIB . a V B Fl OCC. ��� DATE: 8-8-12 B OCC. SCALE: 6,115 SF/ DRAWN: 2,956 SF 100 SF /OCC VLIMK I N JOB NO: 1237 = 49 OCC. TOTAL =61 OCC. ►-H r . c PORTLAND, OREGON ,z C 9. /� 1 CODE PLAN AT AREA OF WORK �i J x „ C$.1 uTS OF & PERMIT SET . e ^ V • I' ,j ,/ �j� j 'j' / Arei FLOOR PLAN GENERAL NOTES I.ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS AIL„' 'I AI 0 ,/ NOTED OTHERWISE.•0 --�-- l—_I_ Il----_ 2.CO ALL CONTRACTOR IS RESPONSIBLE S1 OF LE TO COORDINATE AND BREAK ROOM AREA • WORK HALLWAY ELECTRICAL EQUIPMENT. r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3.SEE SHEET A4 3 AS FOR DOOR,MITE AND ROOM FINISH 3 HR.OHD SCHEDULES. hiji1 I r 1 OPENING 1 J ' DIMENSIONS AND REQUIREMENTS FOR DOORS"WINDOWS I 6 AND PLUMBNG ASSEMBLIES. I CORRIDOR ® �® 3.CONSTRUCT FIRE AND SOUND ASSEMBLIES(WALLS AND FLOORS)AS INDICATED BY REFERENCED WALL TYPES" 1 SECTIONS AND DETAILS. 1 iJFP4uir I 6.DOOR JAMBS ADJACENT TO WALLS 3'UNLESS NOTED R I �$•_9j• �� 4'2 I OTHERWISE. ;i / , ' '••, Fr. w I'_ EX 11 Z / 1 Q i° r , FLOOR PLAN LEGEND LL/ 1 0 II '/ • ' EXISTING WALL TO REMAIN V„J I ' F Q r�. . = = = REMOVE WALL / !v �, '� '� w Q ' NEW METAL STUDS WAIL-ONE HOUR 0 / I / FOR CONSTRUCTION WALL TYPE V / 1 r er BSI , o NEW METAL STUD WALL-SEE WALL TYPE W J e I/ f. 1 �``rb _ 1 FOR CONSTRUCTION Q p^. 1 v �` ' �� 1 WALL TYPE-SEE DETAILS 2-4/A3.1 Z 3 0 3 I 1 D 1 ' r DOOR TYPE-SEE SCHEDULE Z 3 0 $3 0°IP LLI • , -- •.. , EXIT P. , ® B ® °. _, a_ ® EXIT SIGN J n Z g DIST = , O �� Q O ® SMOKE DETECTOR Q _ � � . L/ �A _ �, �� ���►�� ��II �J ' ■0 r x 4'FLUORESCENT LIGHT FIXTURE Z '- I" I �' �� I L 8 Z*4'FLUORESCENT LIGHT FIXTURE W/ EU L t BATTERY BACK-UP i j II �� ��� I ,/I I Ins (EMERGENCY EGRESS LIGHTING) 0 i .41),6' 4/4 L "_k. 0 : . 401. 2 I 1 I . i..I /� �� / I / ;SI JøVAVAPA = - -111 w o / 1 1r p i////�.1��//// 11 UJ UJ PROPOSED L1 / 0 O OFFICE PLAN iiill 1`-/ 1"-/ I `� 3 74/ 0 0 ;EXIT " -3" NEW i REVISIONS: g F EXIT �� CDATE: 8-8-12 0 j --- -/ 1 '` SCALE: / 1 l IL I K I SON DRAWN: JOB NO: 1237 1 1 JL =1;,. .. Num .. .1 .. .1 =1 .17 .. .. .. .. imm .. .. imm .. . .. mmix. .. ..;777.1 .. .. .._ n 9PORTLA PORTLA D, OREGON T\/IT ` /� PROPOSED OFFICE LAYOUT PLAN Al.l sulE i/e+i O f .4 11 Y / �� ' OFpg PERMIT SET ., • 0 • NEW CONCRETE WALKWAYfROM z ROOM FINISH SCHEDULE *�-• 1 RUR OING TO(UMPJ O "0- NO. ROOM FLOOR BASE WALLS CEILING REMARKS NO. T/CON O 0 J MATERIAL FINISH MATERIAL FNTAI MATERIAL FIN.SH MATERIAL F DASH HEIGHT a >-- I OFFICE CPI.I FACT P.6 FACT GYP.BD. P- S-ACT VFY. 101 1 LL - - _ , b W • 2 OFFICE CPT-1 FACT RB- FACT GYP.BO. P- S-ACT P. WY. 2 8' 51-0tr 3 OFFICE CPT•1 FACT RB- FACT GYP.BD. P. 5-ACT P- VfY. 3 „ / / NEW CONCRETE RAMP•I:I2 MAX 4 OFFICE CPT-1 FACT PB- FACT GYP.BD. P- S-ACT P- VEY, E E SLOPE.6'MAXIMUM RTSE. . _ _ f/- aE �_ - 5 OFFICE CPT-1 FACT RP- FACT GYP.P.D. P- S.ACI P- VFY. • 5 O 8 \-0.75 i t VICE CPT-1 FACT RB. FACI GYP.BD. P- S-ACT P. VFY. 6 9 7 CONFERENCE RM.' CFR-1 - FACT RB- - FACT GYP.BO. P- SA CT P. VFY. 7 o 2i -Q - - . B CORRIDOR VCI FACT RB- FACT GYP_BD. P. SACT P. VFY. B 3!11 FROM PEDESTRIAN SAFETY END OF 9 EXIST'G HALLWAY CPT-I FACT PB- FACT GYP.BD. P. S-ACT P. VFY. 9 j 75 FROM END Of RAMP TO END OF _ _ ---- ' PARKING SPACE T/CONC. • CAI CARPET SC •�57A ID)CON:Rol RS •-RUSRFR RASE R ••DAME All W,,,, w .tNffly D. vCf •Y.�RCOAM'O%R-N to SS •SURFACP SYSTLM PLAN.NASTY'WY.AR - I- �W z<W OW epORWMROAD) P -PANT T -C[RAMIC DJ SAG!SSSN[NOF°ACOU{TIC*lE � W WD •WOOD COMC COVCEFIF wO.M.wAtXOA MAT 1L DOOR SCHEDULE 0 cL 1 PROPOSED RAMP PLAN NO. ROOM DOOR FRAME HARD- FIRE REMARKS NO. wARE RATING .1 A2.I SCALE:1/422-" iP:�M IC. WO7H HIK,HI THICK ME MA1ERAl FINCH MAIERAL fIN611 GROUP Lu N J IA OFFICE 1 R J'q 2q 13/4- A WD 11 KD FACT I 20 MN. IA - > Q. Q Li;N 2A UFFICF 2 8 7'q ]'{!' 13/4 A WD ST KD FACT I 20 MN. 7A ~ ¢ Z ~>Q o. 11 Eii -IIIIIIIIIIIIIII"1. ZZZO W-0 I�'I I 1 I'1 I I I I' I IIIIIIIIIIIIIIIIIIIIII SA OFFICE 3 8 )'q 7'q 13/x- A WD Si AD FACT I 20 MN. 38 ^ W a/^w -- PA Off CE ■ 8 2q Tq I3/f A WD ST KD FACT I 20 PAN. AA Z > ° Q O O , wh 1 -1 I SA OFFK:E A 8 7q 7'q 1 J/�' A WD 11 AD FACT I 70 MN. - SA W I--O o Q Z°v 6A OFFICE A 8 3'D 7'-0' 17/A' A WD SI KD TACT 1 20 MN. PA 0 s REMOVE EXISTING FRAME,PATCH AND � .. .I ,. I I r j% REPAIR AS REQUIRED FOR STOREFRONT 7A CONFERENCE RM. I 8 7'8' 7'q I]/A- A Wo ST AD MCI 1 10 MN. 7A I� / INSTALL I__,. I . ���./ 76 CONFFRENCERM. I 8 30 TAT 17/A' A WD ST KD FACT F 20MN. 7B + Z / NA CORR®OR 8 9 3.0 7'q I J/1- A WD. FACI KO FACI 2 ?D KEN. BA ■ 'S`r' 8B COPPOOR 8 9 7'1F' 7q' ■)l4' A WD. FACT KD FACT 2 YJ MN. BB R. 9A HALLWAY 9 EX1. 7'q J'0' I7/4' B AW.*. FACT ALUM- FAG! 3 - 1-7„, w - • NA Z • • S .ACT-iACSORVN.Sn KD WOO.DormwTAT MAME f Z. ce sT -51A nn+or Wu .HOLLOWA.ETAL WAAtF © EXISITING ELEVATION D o� • F•r_I ' WO -*COD OR n SCALE: • AFA ,LM R, 0. • ® DOOR. WINDOW & ROOM FINISH / / SCHEDULES / / = 111111111111111111111111111111111111111111111111111111 UMW" r - Ili REVISIONS: _ • 1 ■IVr.I - _ NEW ALUMINUM STOREEROM DINT.DOOR OEXT DOOR A SYSTEM.WITH YAT EXIT DOOR- j-{/Y/(/�'. ¢ I I✓- / RECAOMMENDATIONS MANUFACTURERS ��(("" DATE: 8-8-12 HARDWARE GROUPS �� � SCALE. ' L ' WI .ON DRAWN: �// O PR HNGE5/CLOSER/SMOKE GASKET/OFT IC[SOCK/OMEGA-LEVER HANDLE JOB NO: 1237 1 tV O PR SINGES/CLOSER/SMOKE GASKET/OFFICE ROCK/OMEGA-LEVER HANDLE/MAGNETIC HOLD OPEN-ACTNAIED B5/SMOKE DETECTORS EA.SIDE Of DOOR. • . y,, a • \ • .o lI II I' I --- - 03HMGE5/ENTRANCE LOCK/PANIC BARNifRgR.LEV[REXTFRgR/WEATHERSTRIP/THRESHOLD AND ADDBIONAIIiARDWAREASREOUwED TOR A COMPLETE NAALUTKON PORTLAND, OREGON , TN A2. 1 /� 2 PROPOSED ELEVATION 7 2 • x ' ?�' OF o� Az I PERMIT SET . . LBLOCK AS REOURED 10 BRACE N. - .:.� • _ _.. �_� -_�� TOP OF WAIL MINI 1 rA4 p.1`� EXISTING TRUSS ASSEMBLY i. ' •�� EXRIMG T:: : ig FIRE CAULK s TOP WAINDE �} • 4�j_ I;' _. Of FIOOT AT Ii. •I TEE WAIL 1/A23 FOR WAIT 4iiiiik1/4, .� All CORRIDOR LOG7gN1 n ASSEMBLY AND HEAD DETAIL U TOP TRACK r SCREW ATTACHMENT —� ..`- _ , , F• a s. _0 ppp / y TYPICAL I-HR WALL ASSY. I v I CORRDOR c 1[zF • C SEE DETAIL 18 6/A2.3 FOR WALL ` �T ASSEMBLY AND HEAD DE1Al -- SEE DETAIL'B6/A7.7 fOR WAIT I. EI+R �• : ASSEMBLY ANO HEAD DETAIL l I . \.: y , ,:;7' . :A-0 MATEIME PLACEMENT EXAGGERATED 1^'Ar Y 3 • FOR GRAPHIC CURRY 'I Y , .� 7 I YYYY Nori: 0 HOTS: ° �PLACEMENT EXAGGERATED = 1 TYPE 1-WALL ASSEMBLY MATERIAL PLACEMENT EXAGGERATED 4 i TYPE 1-WALL ASSEMBLY MAIERIALPLACEMEM EXAGGERATED 4 O2 TYPE 2-WALL ASSEMBLY FOR GRAPHIC CLARITY 3 FOR GRAPHIC CLARET Z FOR GRAPHIC CLARRY m I DEFLECTION HEAD 2 1-HOUR FIRE RATED PARTITION o 3 1-HOUR FIRE RATED PARTITION 4 OFFICE DEMISING WALL g Z A3.1 3"=I'-0" A3,1 PARALLEL TO TRUSS 3'=1'-ff A3.1 PERPENDCULARTOTRUSS 3'-I'-lf A3.1 3"-1-0^^ NOTE: LU 1•HOUR RATED ASSEMBLY MATERIAL PLACEMENT EXAGGERATED FOR GA FRE NO.WP 1072 GRAPHIC CLARITY T TYPICAL I-HR WALL ASSY. O F%LSTIN / G ROOF ASSEMBLY . SEALANT,TYP, CI- Nr K. ONE LAYER 5/Er TYPE'1f*EA.TIDE N / x` EASE PFR RNISH SCH8 ULE LU ^ ...J N •Y.. / LASE TRACK TYPICAL I-HR WALL ASSY. �, Q Z F--• P ;� SCREW ATTACHMENT L Z 0 Z o Z RRE CAULK O I-TOUR CONDmON /rY L ._ /�•�,��r/��/' .R . J II it FEASTING GONG.BOOR w N VO O •I _�_._ __-.. .� __�__T-._._ FRAME DOOR HEAD AND LU✓S • '- "'°°"s°"° ,, ..°`'`, �:"� 'e • T a i - ?, JAMB PER STEEL STUD AND ►--•�j 3625125-33 16'0C.TYP. a ' • •• DOOR FRAME MFR. O Z p G • ,♦ v }' ---TEAL FRAME PERIMETER• a • • • =° EACH TIDE TW. ~ • P ACOUSTICAL BATT NSULATON ♦• • • 7 I a • I/?RESRIENT CHANNEL '' •. •• V•_ •• • PROVIDE INSULATK>N M ALL �/ %9•••••• I PP 'n INTERIOR METAL FRAMES-M `� J/ h LL� 2 LAYERS 5/S T Y P E GYP.BO. NOTE: FRAME ANCHOR ♦libire:.•:.;. Q MATERIAL PLACEMENT EXAGGERATE -INSTALL PER MANUF %♦�♦� WELDED HOLLOW METAL w FOR GRAPHIC QARR . Y :. DOOR FRAME m. 5 TYPICAL 1-HR ROOF/CEILNG ASSY. 0 6 TYPICAL WALL ASSEMBLY 7 WALL/FLOOR CONNECTION 8 TYPICAL DOOR HEAD f; Z 1 A3.1 1i=1• 9 A3.1 USE FOR ALL NEW CONSTRUCTK>N UNLESS NOTED OTHERWISE 3"..V-0"-4 A3.1 3- -a' A3.1 JAMBSIM. 3-=1•-i fr--11' , STAB LIZER BAR DETAILS lifte T'WALL ANGLE MOLDING 1 WALL PER PLAN OR 0T 2ER BAR IT' OR KOEEPEPESRIMFTER OMPONENTS �1/ �R� FROM SPREADING APART.r -MAIN BEAM ALUMINUM TRIM PIECE WITH MAIN BEAM J 77.3/4" UN-ATTACHED WALLS REVISIONS: '' it RETURNS.-FINISH TO MATCH MM'T -=.1,: = EXISTING WINDOW FRAMES r STABILIZER BAR, A� • I M� NEOPRENE SEAL �� DATE: 8-8-12 s ii,II- TWALL ANGLE MOLDING SCALE: m-.. --1-1; J 011 OR OTHERSURABLESYTTEM. ILLI M TV BON DRAWN: JOB NO: 1237 ` �-.�....,....,d LIB----------��� I---� TO KEEP PERIMETER COMPONENTS 1_.NIP FROM SPREADING APART. �iI-CROSS TEE \`\ EXISTING GLAZING SYSTEM rnn.SWAT UN-ATTACHED WALLS • CROSS TIE--"''' EE 7, PORTLAND, 0•EGON ,� /� 3. 1 MN.2' /`'� t 9 WALL TO WINDOW MULLION to WALL ANGLE UNATTACHED GRID z 5 A3.1 3"=1'-0"D A3.1 3"=1'-0"Ei OF Og PERMIT SET I FLOOR-CEILING SYSTEMS, WOOD FRAMED! z; GA FILE NO. FC 5406 GENERIC 1 HOUR ( 35 to 39 STC FIRE SOUND WOOD JOISTS, GYPSUM WALLBOARD Base layer 5/e"type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" .'r ac. with 11/4' Type W or S drywall screws 24" o.c. Face layer 5/8" type X gypsum ' i wallboard or gypsum veneer base applied at right angles to joists with 17/e"Type W or S drywall screws 12" o.c. at joints and intermediate joists and 11/2" Type G drywall iA screws 12"o.c. placed 2" back on either side of end joints. Joints offset 24"from base ' r layer joints.Wood joists supporting 1/2"plywood with exterior glue applied at right angles ; s to joists with 8d nails. Ceiling provides one hour fire resistance protection for framing, including trusses. Approx. Ceiling i cs• Weight: 5 psf Fire Test: FM FC 172, 2-25-72; ITS, 8-6-98 Sound Test: Estimated GA FILE NO FC 5407 GENERIC 1 HOUR 35 to 39 STC WOOD I-JOISTS,GYPSUM WALLBOARD FIRE SOUND - Base layer 5/e" type X gypsum wallboard applied at right angles to wood I-joists 24" o.c. Er ii with 11/4"Type W or S drywall screws 24"o.c. Face layer 5/e"type X gypsum wallboard or gypsum veneer base applied at right angles to I-joists with 17/e"Type W or S drywall screws 12" o.c. at joints and intermediate I-joists and 11/2"Type G drywall screws 12" li 1 . .,,, o.c. placed 2"back on either side of end joints. Joints offset 24"from base layer joints. III Wood I-joists supporting 1/2"wood structural panels applied at right angles to joists with 8d nails. Ceiling provides one hour fire resistance protection for I-joists. Approx. Ceiling • Weight: 5 psf Fire Test: FM FC 172, 2-25-72; ITS, 8-6-98 Sound Test: Estimated .w . ti' y GA FILE NO. FC 5408 GENERIC 1 HOUR 35 to 39 STC FIRE SOUND WOOD TRUSSES,GYPSUM WALLBOARD s; Base layer 5/e" type X gypsum wallboard applied at right angles to parallel chord wood j.----_ • --� trusses 24" o.c. with 11/4" Type W or S drywall screws 24" o.c. Face layer 5/e"type X __ -——— gypsum wallboard or gypsum veneer base applied at right angles to trusses with 17/e" — — Type W or S drywall screws 12"o.c.at joints and intermediate trusses and 11/2"Type G _`\ drywall screws 12"o.c.placed 2"back on either side of end joints.Joints offset 24"from base layer joints. Trusses supporting 1/2"wood structural panels applied at right angles ___ to trusses with 8d nails. Ceiling provides one hour fire resistance protection for trusses. Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72, ITS, 8-6-98 Sound Test: Estimated . ":