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<br /> � � � �
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<br /> �� iii� � '`� �
<br /> �� � �
<br /> �ASTEN 80TTOM OF 5TUD5 TO c �g s W � �s �
<br /> " � �RAMING W/ TWO #10 GA. SGREWS AT TYPIGAL 12 GA. �GONNEGTION DEVIGE (100# �� � ° �� ->
<br /> 48" ON GENTER (TYPIGAL) �/ERTIGLE HAN6ER WIRE GAPAGITY MINIMUM) - PINNED TD " °��� � W � ���
<br /> 5ET IN BUILDING GEILING STRUGTURE AND 80LTED TO BOTTOM O� STEEL WIRES 'v�3 � ��� � � �� ���
<br /> STRUGTURE ABOY� YERTIGAL GOMPRE5510N BRAGE STRUGTURE ABOV� (4) DIA60NAL AT 45° ��� �� � �z
<br /> GONT AGOUS S�ALANT EXISTING BUILDING STRUGTURE ABOVE GOMPRE5510N STRUT (I).�/E R T I G A L V '�'�° � W �$�' �`�y
<br /> $�����
<br /> WITH SPRING GLIi' TO ��, �,� M � �s� �"�
<br /> GEILING GOMPR�55TION STRUT �
<br /> GOMPRE5510N STRUT ��� W �y. ,��
<br /> 2'-O" ROGK WOOL / 5EE 5E15MIGBRAGING D�TAIL ; ��
<br /> 50UND ATTENUATION D��LEGTION TWO 12 6A. G�ILING SPLAY FOR SPAGING REQUIREMENTS � z 3 �q � � O�/ � ��
<br /> ii �� ��
<br /> � BLANKET ON EAGH 51DE TRAGK HANGER AT 45° PARALLEL (NO SPLIGING) �`` `� �,;. E, W ��
<br /> TO GR055 TEES ��� � ��;�;� � a �� ��=`
<br /> ����
<br /> TWO 12 GP�. GEILING ����� ��� � � ���
<br /> SGHEDUL�D G�ILING. 5EE 5/S" QUIETROGK E5 6WB SPLAY NANGER AT 45° v� q.�� ' � ��,� � �
<br /> RGP (TYP) 2X4 WOOD 5TUD5 � I6 ON PARALLEL TO MAIN � W � 3W��
<br /> GENTER � ROGK WOOL / 50UND T��S
<br /> ; �
<br /> „ „ „ P�TTENUATION BLANKET �
<br /> 5/8 TYP� X GWB ,
<br /> _
<br /> ��-�:���-���������-�� : =�� �� ��� W Z
<br /> LG LOGKING GR055 TEE � �
<br /> SGHEDULED BASE ' Q
<br /> AT 4'-O" ON GENTER M'4 � TYPIGAL G�ILING ��� _
<br /> SGHEDUL�D FLOOR FINISH /�SEALANT (TYP) TYPIGAL ��,, ON GENTER 4'-O" NOTES: ���� � �
<br /> (TYi'IGAL) '_ / �- I. AREA O� GEILIN6 SUPPORTED NOT TO EXGEED 144 5Q. FT. ' ' � W
<br /> IL :
<br /> 2x4 BOTTOM PLATE FASTEN BOTTOM O� STUDS TO INTERSEGTION 2. MAXIMUM BRAGE SPAGING NOT TO EXGEED 12' O". �� `�
<br /> STRENGTH LIMITS 3. FIRST BRAGIN6 POINT WITHIN 4'-O" O� EAGH WALL. �` W �
<br /> �`' ���,,
<br /> (TYPIGAL) �RAMING W/ 2 #10 GA. SGREWS 180# MINIMUM 4. BRAGE POINT ON MAIN RUNNER NOT TO EXGEED 2" DISTANGE �ROM GR055 RUNNER. ��� T �
<br /> AT 48" ON GENTER (TYPIGAL) ���� i �
<br /> ���
<br /> � �� • �
<br /> . GEILING MAIN RUNNER AT �
<br /> 4'-O" ON GENTER H
<br /> ,`� � �
<br /> SOUND / DEMISING WALL (TYPE 2) COMPRESSION STRUT DETAIL SEISMIC BRACING DE`TAIL �� � �
<br /> a � , F,f „� �
<br /> A6.00 �P,LE: NO SGALE A6.00 SGALE: NO SGALE A6.00 gGALE: NO SGALE ��� �
<br /> ,�� �
<br /> �XISTING BUILDING I-I/2" GNANNEL AT 12'-O" I6 GA. METAL TRAGK ATTAGHED AT GONGRETE ���� Z
<br /> �����
<br /> O.G. EAGH DIREGTION STRUGTURES U51NG 5TU8 NAILS POWER- DRIVEN PROVIDE 3/4" SPAGE AT ;,,� ��, �
<br /> STRUGTURE ABOVE �OR LATERAL BRAGING �ASTENERS. AT WOOD FRAMING U5E I-I/4" TYPE 5 OYAL OPP051NG WALL � ����� �
<br /> N � ���� � Q
<br /> HEAD SGREWS OR 8D NAILS. TO ALL SUBSTRATES, SEGURE HORIZONTAL STRUT
<br /> ��� �� �
<br /> � AGOUSTIGAL SEALAKT AT RUNNERS WITH FAST�NERS LOGATED 2" �ROM �AGH END (TYP) GONTINUUUS �� � �``
<br /> DEFL�GTION GHANNEL TO ALLOW I" GWB PERIM�TER AND SPAGED A MAXIMUM OF 24" O.G. j � x � �
<br /> TYPIGAL DE�LEGTION. PROVIDE FIR� / 12 GA. YERTIGAL 3
<br />, STOPPING BETWE�N DEPLEGTION TRF�GK GONTINUOUS TOP PLATE BOTTOM O� / „ wl� _ � J
<br /> � STANDARD TRAGK. ATTAGH GWB TO / 8 MAX ALL WIRE TIES S MAX t° .�
<br /> STUDS AND STANDARD TRAGK ONLY. STRUGTURE ABOVE 8 GA. HAN6ER WIRE TO BE (3) TIGHT �� �' '�" �
<br /> AT 4'-O" O.G. ��i��� �
<br /> 4 WAY 45° 12 GA. WIRE m Q TURNS ���,�� � �
<br /> � BRAGING AT EAGH LATERAL = � � �
<br /> SGHEDULED GEILING. BRAGIN6 GHANNEL ` ` _ ` _ ......... � L L�
<br /> 5�E RGP �TYPIGAL) / ..._..__ �_L.._ ��1__ � �L�_ __ , „ �
<br /> � -� ,- / �
<br /> ' � . _ �
<br /> SEGTION _.., . :.,. ,_::._ _ . . __... :.... ... .... . _::.. / 2�� 2�� ° � �
<br /> 5/8" TYPE "X" GWB FURRING GHANNELS SPAGED 24" O.G. `- �" � �
<br /> � � �_������ � �
<br /> � ' � � � � � � aTTAGHED TO �URRING � ATTAGHED TD GARRYING GHANNELS WITH � AGOUSTIGAL STABILIZER �'F°��'�='� � � �
<br /> GHANN�LS WIT�f GLIPS OR TIE WIRES. ��� ♦ ♦
<br /> SEGURE TANKS TO DRYWALL SGREWS. WALL �'AN�L GEILING BAR ����R� � y
<br /> WALL P�R GOD� I-I/2" GARRYING GHANN�L AT 4'-O" O.G. / ANGLE HEAVY-DUTY �� � �
<br /> NOTES: ���� � �
<br /> / SUSPENSION �
<br /> I. ALL WORK TO GONFORM WITH 2O15 IBG SEGTION 2210 GOLD-�ORMED STEEL SYSTEM ����� �
<br /> PLAN �lIEW LIGNT-�RAMED GONSTRUGTION AND 2015 IBG S�GTION 2508 GYPSUM GONSTRUGTION. �ATTAGHED WALL UNATfACHED WALL / �� � �
<br /> ; ��s �
<br /> GA �ILE NO. WP 3510 2. INSTP�LL I-i/2" GHANNELS 4'-O" O.G. WITH NO. 8 GA. HANGER WIRE SPAGED A MAXIMUM O� ' �� `�
<br /> ONE LAY�R 5/8" TYPE X 6WB OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT 4'-O" O.G. ALONG GARRYIN6 GHANNELS. ?�TTAGH FURRING GHANNELS SPAGED NOT ,� �
<br /> ANGLES TO EAGH SIDE O� 2X4 WOOD STUDS AT 24" ON GENTER WITH 6D GOAT�D NAILS, MORE THAN 24" O.G. P�RPENDIGULAR TO I-I/2" G.R. GHANNELS WITH DOUBLE STRAND `� �
<br /> I-7/8" LONG, O.O�il5" SHANK, I/4" HEADS, 7" O.G. OF SADDLE 71ED NO. I6 GA. GALVANIZED TI� WIRE, OR I-I/2° FURRIN6 GHANNEL GLIi'S. NOTE: MITRE 2" PERIM�TER V`WLL ANGLE ; � �
<br /> 3. APPLY GWB WITH IT5 LONG DIMEN510N AT RIGHT ANGLES TO TH� �URRIN6 GHANNELS. AT IN51D� AND OUT5IDE GORNERS. N�='� ��� �
<br /> JOINTS STAGGERED 24° ON OPP051TE 51DE5. (LOAD-BEARING) LOGATE GWS BUTT JOINTS OV�R THE GENTER O� �URRING GHANNELS. ATTAGH GWB WITH I° -� �� � O
<br /> �� �� � �
<br /> SELF-DRILLING DRYWALL 5G(2EW5 �" O.G. AT ALL SUPPORTS, INGLUDING PERIMETER �� �� �
<br /> BLOGKING, AND NOT MORE THAN 3/8° �ROM THE EDGES AND ENDS O� GWB. ���� �
<br /> , ,0 1 —HOUR RATED WALL (TYPE 3) 6 TYPICAL GYPSUM BOARD CEILING 2 SEISMIC BRACING DE�TAIL ���� �'
<br /> A6.00 A6.00 A6.00 �
<br /> 5G,4LE: NO SGALE SGALE: NO SGALE SGALE: NO SGALE �:� �
<br /> MED.GAS TO BE 2-I/2" 20 GA. METAL STUDS � 24" O.G. ATTAGHED AT �
<br /> INSTALLED& GONGRETE STRUGTURES USING STUB NAILS, POWER- DRIY�N p1-AN = �
<br /> �ASTENERS. AT WOOD �RAMIN6 U5E 1-1/4° TYPE 5 OVAL GEILING MAIN RUNNER '�' � ' �
<br /> � �'�� �
<br /> INSPECTEDBY HEAD SGREWS OR 8D NAILS. TO ALL SUBSTRATES, SEGURE � � � 3/8" MINIMUM GLEAR ���� ft�� �
<br /> CERTIFIED/LICENSED RUNNERS WITH FASTENERS LOGAT�D 2 FROM ENDS AND GR05S OR MAIN �� �
<br /> PERSON ONLY. INTERIOR WALL ° RUNNER �'�� �� �
<br /> SPAGED 24 O.G. MAX. _ �
<br /> I-HR PROTEGTED INTAK�/ �XHAUST • � �� �
<br /> V�NT TO OUTSIDE AIR, NOT LE55 � ���„ �
<br /> THAN 36 5Q. IN EAGH, LOGATED Tl'PIGAL GEILIN6 �� : �
<br /> WITHIN 6" FROM �LOOR AND WITHIN o � � MAIN HANGAR ^' �
<br /> b" FROM GEILING � �
<br /> � �.�. ��<..
<br /> 6�_ �� 12'-O°
<br /> SEGURE TANKS TO WALL P�R GODE
<br /> EXISTI NG
<br /> EXTERIOR WALL EXISTING GONG. 5LA8 �LOOR �
<br /> � _ SEGTION GEILING
<br /> 2-I/2" 20 GA. M�TAL � GOMPR�5510N �
<br /> • KIGKER BRAG� i + SEE RGP � � i 9TRUT
<br /> a �
<br /> a � AGOUSTIGAL GEILING TILES IN F-
<br /> 5U5PENDED "T" BAR GRID 5Y5TEM � RE�ER TO GEILING / SGHEDULED
<br /> GA FILE NO. WP-1350: 6WB / STEEL 5TUD5 THIGKNE55: 4-7/8° � END WALL DETAIL
<br /> GEILIN6 EDGE TRIM v G�ILIN6
<br /> ONE LAYER 5/8" TYPE "X" GYPSUM WALLBDARD OR APPROX. WE16HT: 6 P5F GORNER BEAD 5Y5TEM
<br /> GYPSUM VENEER BAS� APPLIED PARALLEL OR AT FIRE TEST: FM WP-45, 6-19-68; SEE RGP
<br /> .. :. ..: ..
<br /> RIGHT ANGLES TO �AGH 51DE OF 3-5/S" STEEL STUDS OSU T-1770, 5-61;
<br /> 24" O.G. WITH I" TYP� "5" DRYWALL SGREWS S" O.G. ULG 7qT484, 7qT500, 5/8" TYPE "X° 6WB ATTAGHED WITH DRYWALL NOTES:
<br /> AT VERTIGAL .101NT5 AND 12" O.G. AT FLOOR AND 7�iT4q7, 8-12-SI, SGREWS TO 2-I/2" METAL STUDS t� 24" O.G. (TYP) I. TIE ADJAGENT WALLS TO GEILIN6 MAIN AND GROSS r2UNNER.
<br /> GEILING RUNNERS AND INTERMEDIA�TE STUDS. JOINT ULG DE51GN W415 2. INSTALL GEILING GRID U51NG NO. 12 6A. SPLAY WIR� HANGERS AT 45° WITH RUNNER, q0° TO
<br /> STAGGERED 24" ON OPP051TE 51DE5. (NLB) 50UND TEST: NGG 2005004, NOTE: GONTRAGTOR TO VERIFY EXISTING SITE GONDITIONS. EAGH OTHER (4 WIRES) BEGINNING 4'-O" �ROM STARTI�IG POINT OF GRID AND TILE LAYOUT
<br /> b-15-05 ALL WORK TO GON�ORM WITN 2015 IBG SEGTION 2210 GOLD-�ORMED STEEL LIGHT-�RAMED AND IN BOTH DIR�GTIONS AT 12'-O" THEREAFTER.
<br /> RAL TLO6-114, 4-II-O6 GONSTRUGTION AND 2015 IBG SEGTION 2508 GYPSUM GONSTRUGTION.
<br /> „ 1 -HR MED GAS ROOM ASSEMBLY � TYPICAL SOFFIT DETAIL 3 SEISMIC BRACING DE�AIL
<br /> A6.00 �AL�: NO SGALE A6.00 SGALE: NO SGAL� A6.00 SGALE: NO SGALE
<br /> ���� �
<br /> VENT TO EXTERIOR NORTH W?�LL -- - :_-- -- <���,.�_�
<br /> __ � ,��
<br /> _. _..,w . �������
<br /> DIAGONAL BRAGIN6: � � � �
<br /> � � �� � GONNEGTION D�VIG� (100# GAPAGITY MINIMUM) � � `� g��
<br /> �,��'�'�,�,�x�'�'�'� ALTERNATE DIREGTION ,' EXISTING BUILDIN6 STRUGTURE STRUGTURE l� �
<br /> - PINN�D TO GEILING STRUGTURE � SOLTED TO = �� ��
<br /> AT 48" ON GENTER '~ , ,
<br /> �^- -���� -� � "` ABOVE VERTIGAL GOMPRE5510N BRAGE � A�OVE
<br /> , _.�
<br /> � � ' � � r-.�..�- � =
<br /> ����'��,-�� { � 4" METAL DUGTS _ ___... �r I TYPIGAL 12 GA ^
<br /> :�
<br /> ,��--��I-HR RAT�D SHA�T (GA �ILE WP700U VERTIGAL GOMPRES910N BRAGE I I Y�RTIGAL GEILIN6
<br /> � �i i 2X GONTINUOUS TOP MADE FROM .055 STEEL TUBING
<br /> �,-�_���'�'��,��'�'� _ PLATE � � � j HANGER �����
<br /> � � � ������
<br /> ir�' I 12 GA. BRAGE WIRES AT 45° IN FOUR ���
<br /> �IR� SPRINKLER NEAD WITH ���
<br /> -� � � ' DIR�GTIONS - WIRES TIED TO 6RID ���
<br /> EXHAUST FAN (WIRED , AN RP D�VIGE ON TH� LINE I�
<br /> DIR�GTLY TO THE � , � '� REQUIRED BY THE WATER SGHEDULED GEILING. 5EE � ����
<br /> ��
<br /> 5/8" TYPE "X" GWB �AGH SIDE � , SEL� TAPPING DRIY� ����;
<br /> BREAKER - NO SWITGH) -� � � D15TRIGT OR TH� PLUMBING RGP (TYPIGAL) ON 2X4 WOOD 5TUD5 AT 16" ON ��yy S" X I/2° 2" MA . � 2" MAX. ��A� � REV DESCRIPTION DATE
<br /> � � INSPEGTOR. GENTER �z ; PERMITSUBMITTAL 0612912017
<br /> � �
<br /> ;� � I-HR RATED DOOR IN A = - "
<br /> ,� � ;� STEEL JAMB WITH A GLOSER SPRING GLIP .035
<br /> SPRIN6 STEEL � �
<br /> � �r AND LOGK9�T SGHEDULED BASE � � �
<br /> GEILIN6 MAIN f-GEILING GR055 TEE �'
<br /> �� � `�,�- I HR RATED WALLS SGHEDULED FLOOR FINISH SEALANT (TYPIGAL) _ - RUNNER u s �
<br /> � €- �GA �IL� WPI072) � ,--_�-- " ... �.
<br /> �' . �--r (TYPIGAL) � � ; �
<br /> SEGTI ON �
<br /> � / � -- --..------ � GLIP ON END O� ���
<br /> FiZ�SH AIR INL�T �� / �--r I-I/2" GYPGRETE ON
<br /> PLYWOOD SUBFLOOR GONTINUOUS 2X �ASTEN BOTTOM O� 5TUD5 TO GEILIN6 MAIN RUNN�R VERTIGAL BRAG� ����,�
<br /> 80TTOM PLATE GEILING G�ID FOR SNAPPING � ���
<br /> "' FRAMIN6 W/ 2 #10 GA. SGREWS LOGKING ON MAIN ������'�`�
<br /> (TYPIGAL) ,4T 48" ON GENTER (TYPIGAL) RUNN�R
<br /> _ ��
<br /> <� E�� DETAILS
<br /> <:�����
<br /> �����
<br /> �;.�
<br /> � ,5
<br /> 1 —HR MEDICAL GAS CLOSET DETAIL INTERIOR PARTITION (TYPE 1 ) COMPRESSION STRUY DETAIL '����� �
<br /> 12 S 4 ���
<br /> Ab.00 SGALE: NO SGALE A6.00 SGALE: NO SGALE A6.00 gGALE: NO SGALE ��� � PROJECT NUMBER: A17-105 6129l17
<br /> C:1Userslbrittanybrownllocal settingsltemplAcPublish_105601A17-105_EGGENBERGER-A0.00 PRMT-SET.dwg Jun 29,2017-12:50pm brittanybrown � � <���� �O FREIHEIT 8 FIO ARCHITECTS, INC., P.S.
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