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<br /> GEILING SPLAY HANGAR � �
<br /> FASTEN BOTTOM OF STUDS TO � Z �
<br /> FRAMING W/ TWO #10 GA. SGREWS AT LAY-IN LIGHT TYPIGAL 12 GA. GONNEGTION DEVIGE (100# ��-; '
<br /> 48 ON GENTER (TYPIGAL) �IXTURE TYPIGAL 12 GA. �/ERTIGLE HANGER WIRE /��GAPAGITI' MINIMUM) - PINNED TO �
<br /> GEILING HANG�RS SET IN BUILDING GEILING STRUGTURE AND BOLTED TO BOTTOM O� STEEL WIRES � W ,
<br /> �3
<br /> HEAVY DUTY STRUGTURE ABOVE I �/ERTIGAL GOMPRE5510N BRf�GE STRUGTURE ABOVE (4) DIAGONAL AT 45° � � �
<br /> GONT AGOUS SEALANT EXISTIN6 BUILDING STRUGTURE ABOVE MAIN RUNNER GOMPR�5510N STRUT (U V�RTIGAI.. H W
<br /> �r:
<br /> WITH SPRIN6 GLIP TO GEILING GOMPRESSTION STRUT �
<br /> GOMPRE5510N STRUT � > �
<br /> 2-O ROGK WOOL / 5EE 5E15MIG BRAGING DETAIL �
<br /> 50UND ATT�NUATION �G� �OR SPAGING REQUIREMENTS � O �;�
<br /> DE�L�GTION �
<br /> TWO 12 GA. GEILING SPLAY
<br /> BLANKET ON EAGH 51 DE (NO SPL I G I NG) � � -�
<br /> HANGER AT 45° PARALL�L
<br /> HEAVY DUTY TO GR055 TEES a `
<br /> MAIN RUNNER TWO 12 GA. GEILIN6 Q
<br /> SGHEDULED GEILING. SEE 5/8" QUI�TROGK E5 GWB SPLAY HANGER AT 45° u� 4"
<br /> RGP (TYP) 3 5/8" METAL 5TUD5 PER LGMF MANUAL ��AVY DUTY ATTaGH �IXTUR� HOU5ING TO G�ILING PARALLEL TO MAIN `� ' ' � �
<br /> GR055 TEES SYSTEM WITH SELF TAPPING METAL TE�S
<br /> AND SGHEDULE � ROGK WOOL / SGREWS ONE AT EAGH GORNER ;- ■ �
<br /> 5/8" TYPE "X" GWB 50UND ATTENUATION BLANKET �/
<br /> ii�
<br /> Nor�: : �-� �--� -�- )-�; �=��-- � ��� Z
<br /> LATERAL BRAGING FOR SUSPENDED GEILING MUST BE PROVIDED PER IBG REQUIREMENTS LG LOGKING GROSS TE� Q �
<br /> SGH�DULED BAS� WHERE LOADS ARE LESS THAN 5# PER FOOT 8 NOT SUPPORTING INTERIOR PARTITIONS. AT 4'-O" ON GENTER M'4 �� I TYPIGAL GEILING �
<br /> SGHEDULED FLOOR FINISH SEALANT (TYP) GEILING BRAGING SHALL B� PROVIDED BY �OUR No 12 6AUGE WIRES SEGURED TO THE MAIN N�IGAL �„ ONNG NTER 4-� NOTES: �
<br /> (TYPIGAI.) � RUNNER INTERSEGTION AND SPLAYED q0° FROM THE PLANE OF THE GEILING AND ONE No 12 ��- I. aREA OF GEILIN6 SUPPORTED NOT TO EXGEED 144 5Q. FT. W
<br /> �� 6AUGE WIRE VERTIGAL G�ILING HANGER. TH�SE HORIZONTAL RESTRAINT POINTS SHALL BE IN
<br /> � �� INTERSEGTION 2. MAXIMUM BRAGE SPAGING NOT TO EXG��D 12'-O". ��
<br /> METAL STUD TRAGK Fl�STEN BOTTOM OF 5TUD5 TO BOTH DIREGTIONS, WITH THE FIRST POINT WITHIN 6-O �ROM WALL. STi?EN6TH LIMITS 3. FIRST BRAGING POINT WITHIN 4'-O" OF EAGH WALL. �
<br /> (TYPIGAI..) �RAMING W/ 2 #10 GA. SGREWS ATTAGHM�NT OF THE RESTRAINT WIi�S TO THE STRUGTURE ABOVE SHALL 8E ADEQUP�TE �OR I80# MINIMUM 4. BRAGE POINT ON MAIN RUNNER NOT TO EXGEED 2" DISTANGE �ROM GR055 RUNNER.
<br /> AT 48" ON GENTER (TYPIGAL) THE LOAD IMP05ED. INSTALL TWO ADDITIONAL WIRES AT OPPOSITE GORNERS (MAY BE
<br /> SLAGK) OF LIGHT FIXTURE HOUSING AND ATTAGHMENT OF GEILIN6 REGI5TER5 WITH SAME. GEILING MAIN RUNNER RT
<br /> START OF WIRE TO BE NO LE55 THAN 8 INGHES FROM PERIMETER WALLS. 4'-O" ON GENTER ' ;;
<br /> 13 SOUND / DEMISING WALL (TYPE 2) q LIGHT FIXTURE INSTALLATION 5 COMPRESSION STRUT DETAIL , SEISMIC BRACING DETAIL
<br /> A6.00 �ALE: NO SGaLE A6.00 SGALE: NO SGALE A6.00 SGALE: NO SGALE A6.00 SGALE: NO SGALE
<br /> EXI5TIN6 BUILDING COMPOSITE DESIGN FOR NON-STRUCTURAL STEEL PARTITIONS i-i/2" GHf�NNEL AT 12�-0° I6 6A. METAL TRAGK ATTAGH�D AT GONGRETE „
<br /> STRUGTURE A80VE O.G. �AGH DIREGTION STRUGTURES USING STUB NAILS, POl^l�R- DRIVEN PROVIDE 3/4 SPAGE AT
<br /> N 3(d MILS StUDS � 5 PSF 33 MILS STUDS � 5 P5F �OR LATERAL BRAGING FAST�NERS. AT WOOD �RAMIN6 U5E I-I/4° TYPE 5 OVAL OPP051N6 WALL �
<br /> �
<br /> (25 CxA NOMINAL) (2m CxA NOMINAL) HEAD SGREWS OR 8D NAILS. TO ALL SUBSTRaTES, SEGURE HORIZONTAL STRUT �
<br /> AGOUSTIGAL S�ALANT AT RUNNERS WITH �ASTENERS LOGATED 2" FROM EAGH END (TYP) GONTINUOUS �
<br /> DEFLEGTION GHANNEL TO ALLOW I" GWB PERIMETER STUD SIZE StUD LIMITINCx WALL S7UD SIZE STUD LIM171NCx WALL AND SPAGED A MAXIMUM O� 24" O.G. '.' �
<br /> TYPIGAL DEFL�GTION. PROVIDE FIRE SPACINCs NEICxNT SPACINCs I�EIGI�t �,� 12 6A. VERTIGAL , 'i� �
<br /> �8�5TANDARD TRA K ATTAGH GWB TO 1625125 12' 9'-II' 1625125 12' Im'-4' BOTTOM O� �' ,� WI� '�� ��' �
<br /> STUDS AND STANDARD TRAGK ONLY. (1-5/8') 16'� 9�-2 Y (1-5/8°) 16'� 9�-8� STRUGTURE ABOVE / 8 6A. HANGER Wii� �� a MAX ALL WIRE TIES S MAX ;/
<br /> �� TO BE (3) TIGHT � '� �'
<br /> AT 4'-O" D.G. /�
<br /> 24 8-3 24 8-9 - ,� �
<br /> TURNS
<br /> 0 4 WAY 45° 12 6A. WIRE - '� ;� �
<br /> � / BRAGING AT EAGH LATERAL
<br /> in ,� ; c�
<br /> 25(dS125 12' 13'-2' 25m5125 12' 13'-II' a- ' � ' ti. , ��'� �
<br /> SGHEDULED GEILING. (2-I/2') 16' 12'-1' (2-I/2') 16' 12'-I(d' BRAGING GHANNEL ;� ��'� � �� �
<br /> � � SEE RGP (TYPIGAL) 2�' I(D'-9' 24' ll'-�' �� � �� ��� , � ,: �� �
<br /> / " �
<br /> ,
<br /> �
<br /> / �
<br /> - � � � ' , '��'' �
<br /> - ,
<br /> SEGTION 35fdS125 12' Il'-1' 362SI25 12' 17'-10' � � � ,i ��� � ��� i > ` �°
<br /> �� -_� �
<br /> (3-5/8') 16' 15'-8' (3-5/8') 16' 16'-5' S/8" TYP� "X" GWB �URRIN6 GHANNELS SPAGED 24" O.G. � � ;�� �
<br /> 24' 14'-m' 24' 14'-9' ATTAGH�D TO �URRING ATTAGHED TO GARRYING GHANNELS WITH AGOUSTIGAL STABILIZER �� ' ' �
<br /> SEGURE TANKS TO 3 5/8" METAL 5TUD5 GHANNELS WITH GLIPS OR TIE WIRES. 'i PANEL GEILING BAR � �
<br /> WALL PER GODE PER LGMP MANUAL ���5125 �2� �g�'m� 4(TfI>SI25 12' 19'-11' DRYWALL SGREWS. I-I/2" GARRYING GHANNEL AT 4'-O" O.G. �LL � z�
<br /> 5
<br /> (4') 16' Il'-6' (4") 16' 18'-4' ANGLE HEAVI'-DUTY / �
<br /> AND SGHEDULF 24' 15'-l' 24" 16'-5` NOTES: SUSPENSION ;';:/ ' ' �'
<br /> I. ALL WORK TO GON�ORM WITH 2O1� IBG SEGTION 2210 GOLD-�ORMED STEEL SYSTEM %� �
<br /> PLAN YIEW 6mm8125 12' 25'-6" (o(I(DSI25 12' 2(0'-9' LIGHT-�RAMED GONSTRUGTION A1�tD 2015 IBG SEGTION 2505 GYPSUM GONSTRUGTION. ATTAGHED WALL UNATTACHED WALL � �
<br /> GA �ILE NO. WP 1072 (6") 16' 23'-2' (6') 16' 24'-6' 2. INSTALL I-I/2" GHANNELS 4'-O" O.G. WITH NO. 8 GA. HANGER WIRE SPAGED A MAXIMUM O�
<br /> ONE LAYER 5/8" TYPE X GWB APPLIED PARALLEL OR AT RIGHT ANGLES TO EAGH 51DE OF 24� 2(d'-3' 24' 21'-7' 4'-O" O.G. ALONG GARRYIN6 GHANNELS. ATTAGH �URRING GHANNELS SPAGED NOT ' �
<br /> 3 5/8" METAL 5TUD5 AT 24" ON GENTER WITH I" TYPE 5 DRYWALL SGREWS 8" ON GENTER MORE THAN 24" O.G. P�RPENDIGULAR TO I-I/2" G.R. GHANNELS WITH DOUBLE STRAND �
<br /> NO?ES: `�
<br /> AT VERTIGAL JOINTS AND 12 ON GENTER AT �LOOR AND GEILING RUNNERS ?rND � O� SADDLE TIED NO. 16 GA. GALVANIZED TIE WIRE, OR I-I/2 FURRING GHANNEL GLIPS. NOTE: MITRE 2 PERIMETER WALL ANGLE �
<br /> �� ASSUMED ALLOWABLE DEFLEGTION = L/24m " �� �
<br /> INTERMEDIATE 5TUD5. � 3. APPLY GWS WITH ITS LONG DIMEN510N AT RIGNT ANGLES TO THE FURRING GNANNELS. AT IN51DE AND OUTSIDE GORNERS. .�,
<br /> PROVID� StUD BRIDCzINC� AS R�QUIRED BY CaOVERNINCx CODES AND RECxULATIONS LOGATE GWS SUTT JOINTS OVER THE GENTER O� �URRIN6 GHANNELS. ATTAGH 6WB WITH I° �
<br /> JOINTS STAGGERED 24" ON EAGH 51DE AND ON OPP051TE 51DE5. 50UND TESTED WITH 3-I/2" SELF-DRILLING DRYWALL SGREWS 7" O.G. AT ALL SUPPORTS, INGLUDING PERIMETER �
<br /> GLA55 FIBER FRIGTION �IT IN STUD SPAGE. BASED ON SSMA IC80 ER-�943P AND INDUS7RY 7�CNNICAL N07E 4, NOV_ 2mml BLOGKING, AND NOT MORE THAN 3/8° FROM THE ED6�5 AND �NDS OF 6WB. �
<br /> 14 1 -HOUR RATED WALL (TYPE 3) ,o LIGHT GAUGE METAL SCHEDULE 6 TYPICAL GYPSUM BOARD CEILING 2 SEISMIC BRACING DETAIL �
<br /> A6.00 SGALE: NO SGALE A6.00 SGALE: NO SGALE A6.00 SGALE: NO SGALE A6.00 SGALE: NO SGALE �
<br /> �
<br /> �
<br /> EXHAUST �AN TO MOUNTED TO J015T5 WITH 2-I/2" 20 GA. METAL 5TUD5 � 24" O.G. ATTAGHED AT �
<br /> VENT TO EXTERIOR WALL MANUFAGTURER'S MOUNTING TABS GONGRETE STRUGTURES U51NG STUB NAILS, POW�R- DRIVEN PLaN �
<br /> ; , , � �ASTEN�RS. AT WOOD �RAMiNG U5E i-I/4" TYPE S OVAL GEILING MaIN KUNNER '�� �,
<br /> % / / j HEAD SGREWS OR 8D NAILS. TO ALL SUBSTRATES, SEGURE � � � 3/8" MINIMUM GLEAR s�
<br /> �����������--� / � i � STUD BRAG� TO STRUGTURE ABOVE RUNNERS WITH FASTENERS LOGAT�D 2" FROM ENDS AND GR055 OR MAIN ' �
<br /> � � :' PER PLAN / SEGTION SPAGED 24" O.G. MAX. RUNNER ' �
<br /> �4" METAL DUGTS __ TYPIGAL GEILING GONSTRUGTION � �
<br /> ��������. �' (I-HR FIR� RATING PER UL L524 � ' �
<br /> I-HR RRTED SHA�T 6f� �I E WP�001 �� � � P A ' �
<br /> L TY IG L GEILIN6
<br /> 5/8 TYPE X 6.W.B.
<br /> ,s . �'L . � ) � � �� ---- = MAIN HAN6AR ' �
<br /> ��� ����_'��'�'��- STL. G 5TUD5 J015T � I6 O.G. MAX _ � �
<br /> rr rr 5�a�� -rYPE �x� 6.w.a. ° �
<br /> � ' ��IRE SPRINKLER HEAD WITH � 6�' �� �2-0
<br /> EXHAUST �AN (WIRED � ; �� f AN RP D�VIGE ON THE LINE I�
<br /> DIREGTLY TO THE � ; � � REQUIRED BY THE WATER
<br /> $REAK�R - NO SWITGH) � �` ,� DISTRIGT OR THE PLUMBING ; z
<br /> -� � -� INSPEGTOR. � SEGTION GEILING
<br /> -� -� o-- 2-I/2° 20 6A. METAL � GOMPi�5510N �
<br /> � " I-HR RATED DOOR IN A v I 5EE RGP � � ^ I STRUT
<br /> �= KIGKER BRAG� + �-
<br /> � � � STEEL .1AM8 WITH A GLOSER W �- W,�LL PER SGHEDUL� � �-- � � � �
<br /> AND LOGKSET � AGOUSTIGaL G�ILIN6 TILES IN �
<br /> � ; � �--I-HR RATED WALLS SUSP�NDED "T" BAR GRID SYSTEM � RE�ER TO GEILIN6 / SGHEDULED
<br /> �, / �- � END WALL DETAIL
<br /> (6A �ILE WPIO�f2) GEILING ED6E TRIM v GEILING
<br /> �RESH AIR INL�T � ; / / � I-I/2" 6YPGRET� ON GORNER BEAD SEE RGP 5Y5TEM
<br /> ;�, �
<br /> PLYWOOD SUBFLOOR
<br /> TYPIGAL �LOOR GONSTRUGTION 5/8" TYP� "X" 6WB ATTAGHED WITH DRYWALL NOTES:
<br /> SGREWS TO 2-V2" METAL STUDS � 24" O.G. (TYP) I. TIE ADJAGENT WALLS TO GEILING MAIN AND GR055 RUNNER.
<br /> 2. INSTALL GEILING GRID U51NG NO. 12 GA. SPLAY WIR� HANGERS AT 45° WITH RUNNER, q0° TO
<br /> NOTE: GONTRAGTOR TO VERIFY EXISTING 51TE GONDITIONS. EAGH OTHER (4 WIRES) BEGINNING 4'-O" �ROM STARTING POINT OF GRID AND TIL� LAYOUT
<br /> ALL WORK TO GONFORM WITH 2O15 IBG SEGTION 2210 GOLD-�ORMED STEEL LIGHT-FRAM�D AND IN BOTH DIREGTIONS AT 12'-O° THEREA�TER.
<br /> GONSTRUGTION AND 2015 IBG SEGTION 2508 GYPSUM GONSTRUGTION.
<br /> ,� 1 -HR MEDICAL GAS CLOSET DETAIL ,o TYPICAL 1 -HOUR CLOSET SYSTEM � TYPICAL SOFFIT DETAIL 3 SEISMIC BRACING DETAIL
<br /> A6.00 SGALE: NO SGAL� A6.00 SGALE: NO SGAL� A6.00 SGALE: NO SGALE A6.00 SGALE: NO SGALE
<br /> I.B.G. SEGTION 1011 REQUIRES THAT EXIT AND EXIT 5/8" TYP� "X" GYPSUM WALL BOARD
<br /> .
<br /> AGGE55 DOORS SHALL BE MARKED BY AN DIaGONAL BRAGING: (I) LAYER
<br /> APPROVED EXIT SIGN R�ADILY VI5IBLE FROM ANY ALTERNATE DIREGTION GONNEGTION DEVIGE (100# GAPAGITY MINIMUM) STRUGTURE
<br /> DIREGTION OF EGRE55 TRAV�L. „ EXI5TIN6 BUILDING STRUGTURE PINNED TO GEILING STRUGTURE 8 BOLTED TO =
<br /> AT 48 ON GENTER ABOVE ASOVE
<br /> THE EXIT SIGNAGE 15 R�QUIRED TO HAVE A HIGH T __- ,_ �lERTIGAL GOMPRE5510N BRAGE ��
<br /> GONTRAST WITH TH� BAGKGROUND WITH RaISED Q - � �� �� ,�,_
<br /> 5G STEEL J RUNNERS TYP.
<br /> � , TYPIGAL 12 GA.
<br /> AND BRAILLE GHARAGT�RS. A WHITE 1.5.A. ON A , � , , , '
<br /> VERTIGAL GOMPRE5510N BRf�GE ,,,,,�„M..
<br /> 51GN �13A ; �i VERTIGAL GEILING ,,� _:. .,
<br /> q„ BLUE BAGKGROUND SHALL BE INGLUDED FOR METAL STUD TRAGK MADE FROM .055 STEEL TUBING HANGER ��"
<br /> MI AGGE551BL� DOORS. � �uu�R I ,
<br /> ���,�, �
<br /> EXIT 51GNAGE SHALL SE MOUNTFD ON TH� WALL - � I � ��`�����
<br /> � ON THE LATGH 51DE O� THE DOOR WITH IS" X 18" � �� �� �� 12 6A. BRP�GE WIRES AT 45° IN �OUR � I� ����
<br /> I TYPE X 6YPSUM PANELS INS�RT�D ; �
<br /> GROUND GLEARANG� O.G. IF P�DEQUATE ROOM IS ' DIR�GTIONS - WIRES TI�D TO GRID m�
<br /> � , ', BETWEEN 2 Y�° �LOOR A�ND GEILING �����
<br /> NOT PROVIDED ON THE LATGH 51DE O� THE DOOR, SGHEDULED GEILING. 5EE �/g" -�p� "X" 61^4B �AGH 51DE i ; J-RUNNERS. SELF TAPPING DRIVE � F
<br /> T H E S I G N A G E 1 5 R E Q U I R E D T O B E P R O V I D E D O N R G P (T Y P I G A L) ON 3 5/8" M ET A L 5TUD5 PER '
<br /> THE I�IEA�REST AD.IAGENT WALL. �`j SGREW S" X V2" 2" MA . == 2" MAX. REV DESCRIPTION DATE
<br /> L G M� M A N U A L A N D S G H E D U L E PERMIT SET 09127i2017
<br /> �XIT DOOR SIGNAGE SHALL B� MOUNTED BETWEEN i l __
<br /> 48" AND 60" A.�.�. MAX. TO THE SOTTOM OF V�NTED G-H ST�EL 5TUD5 B�TWEEN SPRING GLIi' .035 1 REVISION-PERMIT COMMENTS 10113117
<br /> BiZAILLE GHARAGTERS. THE 1.5.A. 51GNAGE SHALL SGHEDULED BASE ' ' I �" T1'PE "X" PANELS, TYP. SPRIN6 STEEL ;' � `-'
<br /> % BE MOUNTED IMMEDIATELY ABOVE TH� �XIT 51GN. � Ii_______- � ,;__. __ ..�__ GEILING MAIN �--GEILING GR055 TEE
<br /> f1T NON-AGGE551BLE ENTRANGES, DO NOT INGLUDE SGHEDULED FLOOR FINISH SEALANT (TYPIGAL) L RUNNER
<br /> THE INTERNATIONAL 516N O� AGGE551BILITY. (TYPIGAL) ; '; '`� i I
<br /> IT 15 REGOMMENDED THAT THE GENTER O� THE { SEGTION GLIP ON END OF
<br /> 51GN BE SET NO GLOSER THAN q FROM THE
<br /> �RAME OF A DOOR 50 A YISUALLY IMPAIRED 1"1ETAL STUD TRAGK FASTEN BOTTOM OF STUDS TO ' ____�� _ G�ILIN6 MAIN RUNNFR VERTIGAL BRAG�
<br /> (TYPIGAL) FRAMING W/ 2 #10 6A. SGI�WS � GEILING GRID FOR SNAPPING �
<br /> EXI T US�R WOULD BE OUTSIDE O� THE DOOR SWING AT 48" ON G�NTER (TYPIGAL) LOGKING ON MAIN
<br /> .�
<br /> WHILE STANDING IN �RONT O� THE 51GN. RUNNER
<br /> NOTE: SHAFT A55EMBLY P�R 2012 �IRE R�515TANGE DE51GN MANUAL - 6A �ILE NO. WP 7005 � DETAILS
<br /> 16 TACTILE EXIT SIGNAGE 12 NON-RATED WALL (TYPE 1 ) 8 TYPICAL 1 -HR SHAFT ENCLOSURE 4 COMPRESSION STRUT DETAIL �
<br /> A6.00 �AL�: NOT TO SGALE A6.00 SGALE: NO SGALE A6.00 SGAL�: 3" = I'-O" A6.00 SGALE: NO SGALE ' PROJECT NUMBER: A17368 10113117
<br /> C:1Userslbnttanybrownllocal settingsltemplAcPublish_48241A17-368_STIVERS-A0.00 PRMT-SET.dwg Oct 13,2017-1:01pm bnttanybrown I I I _ ,' �FREIHEIT 8 HO ARCHITECTS, INC., P.S.
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