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<br /> ��.i-�-, �w-�� � ��� �"�' � � � �=
<br /> ����� � �>�
<br /> r�� � _ ��
<br /> � � � ���� ��,. � � �� ���
<br /> 4'-O° �ASTEN BOTTOM O� 5TUD5 TO � � �" �
<br /> �RAMING W! TWO #10 6A. SGR�WS AT TYPIGAL 12 6A. GONNEGTION DEVIG� (100# �N-���
<br /> q°d� VERTIGLE HANGER WIR� �GP�PAGITY MINIMUM) - PINN�D TO � ��
<br /> 48" ON GENTER (TYPIGAL) � �'�
<br /> 5ET IN BUILDING GEILING STRUGTURE AND BOLTED TO �OTTOM O� STEEL WIR�S = �s� �� �/ W ��� �
<br /> II STRUGTURE ABOYE VERTIGAL GOMPRE5510N BRAGE S T R U G T U R E A B O V E (4) DIAGONAL AT 45° �`" �`� � 1 r■ � �;„��
<br /> ��I S 15� GONT AGOUS S�ALP�NT EXISTING BUILDING STRUGTURE ABOYE GOMPi�E5510N STRUT (I) VERTIGAL �� ; ; W W �
<br /> �� � � �i � � ���;� WITH SPRING GLIP TO ��'� � � � ��„' �
<br /> ' � � " ''; - GOMPRE5510N STRUT G�ILING GOMPRE55TION STRUT ��°, � � m � �� � i
<br /> . . � � � ❑ Ii � �� - . . . . . �. �g��� ✓' '���
<br /> 6 �U 2'_O" ROGK WOOL / 5EE SEI9MIG BRAGING D�TAIL
<br /> �,i ,�� DEFLEGTION �OR SPAGING R�QUIREMENTS �tr�1���`� � � O ��
<br /> ' �I BLANKET ON EAGH 51DE T�G� HANGER AT 45�IPARALLEL ��' � �� �� � � � �n
<br /> � I � (NO SPLIGING) ��s
<br /> � � � ���
<br /> ; t � ; TO GROSS TE�S I �,�` �� � �
<br /> ��� ! TWO 12 GA. GEILING ��'�`� a � ���
<br /> O ', �y =; ' �, �!�
<br /> `r iiI � � ' �� SPLAY HANGER AT 45° ,� \ q.�� ��r'� _� r/ � ���
<br /> t � SGHEDULED GEILING. 5EE 5/8 QUIETROGK ES 6WB b. , � -� ��:�
<br /> � � � � ��� $ ` � RGP (TYP) 2X4 WOOD 5TUD5 � 16" ON �� PARALLEL TO MAIN � � � f �������� � � ��;�
<br /> = Q � ` � GENT�R � ROGK WOOL / 50UNp � �\ .. TEES ���,4��
<br /> � �
<br /> �j�, � '; � . � , I' �� �� � � AT7ENUATION BLANKET � � _... __ ,� t ._._ _� ���a���
<br /> �
<br /> �;I! I; �/8 NpF X' G,N� � � _ ` � �
<br /> II � �,I � ` , � -����._.���� �__����. �._����"� ' E ��� � �
<br /> �,;�
<br /> _ _ � ��
<br /> ! LG LOGKING GROSS TE� _, �
<br /> ;� i !I� � SGHEDULED BAS� p,T 4'-O" ON GENTER M'4 � TYPIGAL GEILING ���� �
<br /> � �
<br /> ����x��. �
<br /> �; �„ � SGHEDULED �LOOR FIN15H � SEALANT (TYP) TM�IG'�� .2,.���� N���R 4-� NOTES: ����
<br /> �i � ���M
<br /> (TYPIGAL) , \ ,'� �4�- ��\�\\ I. AREA O� GEILING SUPPORTED NOT TO EXGEED 144 SQ. FT. ����, � W
<br /> INTERNA�TIONAL SYMBOL O� AGGE55181LITY \ 2. MAXIMUM BRAGE SPAGING NOT TO EXGE�D 12 O . 3�����
<br /> 2x4 BOTTOM PLATE FASTEN 80TTOM O� 5TUD5 TO � �NTERSEGTION �� � �� ,
<br /> � � 3. �IRST BRAGIN6 POINT WITHIN 4'-O" OF EAGH WALL. � ��" � �
<br /> ���� STRENGTH LIM1T5 � � �
<br /> I. U5E PAINT WHIGH GONTRA5T5 (T Y P IG A L) �R A M I N G W/ 2 #I D G A. S G R E W S 4. B R A G E P O I N T O N M A I N R U N N E R N O T T O �X G�E D 2" D 1 5 T A N G E �R O M G R 0 5 5 R U N N E R. �� � .`
<br /> WITH BAGK6ROUND (WHITE ON BLU�) " 180# MINIMUM � , �
<br /> AT 48 ON GENTER (TYPIGAL)
<br /> fa� � �
<br /> ' 2. TH15 516N TO BE �URNISHED AND GEILING MAIN RUNNER AT =���� A/ �
<br /> INSTALLED SY 6.G. 4'-O" ON GENTER ' �� ����
<br /> � ���� Q �
<br />� � � '���
<br /> � � �� � 13 PAINTED SYMBOL OF ACCESSIBILITY q S�OUND / DEMISING WALL (TYPE 2) � 5 COMPRESSION STRUT DETAIL � , SEISMIC BRACING DEI�AIL � � �� �
<br /> . �: �
<br /> A6.00 SGALE: NOT TO SGAL� A6.00 SGALE: NO SGALE A6.00 gGALE: NO SGALE A6.00 SGALE: NO SGALE ����'��� �
<br /> I-I/2" GHANNEL AT 12'-O° �����
<br /> EXISTING BUILDING 16 GA. M�TAL TRAGK ATTAGHED AT GONGRETE ���.�� Z
<br /> O.G. EAGH DIREGTION STRUGTURES U51NG 5TU8 NAILS, POWER- DRIVEN PROVIDE 3/4" SPAGE F�T- �,�� �
<br /> STRUGTURE A80�/E FOR LATERAL BRAGING �ASTENERS. AT WOOD �RAMING U5E I-I/4" TYPE 5 O�(AL OPPOSING WALL ����� �
<br /> . . . � ry ���� F � � �
<br /> HEAD SGREWS OR 8D NAILS. TO ALL 5UB5TRATES, SEGURE �� �
<br /> „ HORIZONTAL STRUT ��$s �
<br /> AGOUSTIGAL SEALANT AT RUNNERS WITH �AST�NERS LOGATED 2 FROM EAGH END ��y� : ,�,
<br /> DE�LEGTIDN GHANNE! TO ALLOW I° AND SPAGED A MAXIMUM OF 24" O.G. (TYP) GONTINUOUS � ; �� �
<br /> GWB PERIMETER j 12 GA. �IERTIGAL �'' �
<br /> TYPIGAL DE�LEGTION. PROVIDE �IRE / �;N.� �� � �
<br /> TOPPING BETWEEN DEFLEGTION TRAGK GONTINUOUS TOP PLATE / „ w�� � � � �
<br /> � STANDARD TRAGK. ATTAGH 6WB TO BOTTOM O� / 8 MAX ALL Wli� TIES 8 MAX
<br /> � � STRUGTURE ABOV� 8 GA_HANG�R WIRE � � � � TO BE (3) TIGHT '' '�� '�
<br />, STUDS AND STANDARD TRP�GK ONLY. AT 4 O O.G. / �: ;� � �
<br /> 4 WAY 45° 12 6A. WIRE / _ x TURN9 \ ,s:s��� �
<br /> / � � z f �� � �
<br /> � BRAGING AT EAGH LATERAL / �,��� �
<br /> � � BRAGING GHANNEL �� � g� LL
<br /> AFSEp„Eo� SGHEDULED GEILIN6. -- ` \ � ` `
<br /> _._ ���,�� . �
<br /> , P,��N�� SE� RGP (11'PIGAL) / -.. _ _.. �:�.���
<br /> �.1__ _] 1__.�1�_ --. _��� �
<br /> __ �°�� �
<br /> dLCF5bIB1E ... . �
<br /> �a„m. �- SEGTION ., . � � _....... . . . .:., _ ,.__ ` :' . �� �� ��ti�.t���� �
<br /> . 5100-NE ,^ ^ . . . / � � �s^^9�x� � _
<br /> V/ �-1 ����*t �
<br /> SIGN #141� � � 5/8" TYP� "X" GWB FURRING GHANNELS SPAGED 24" O.G. ����� � �
<br /> RESERVED � O � AnAGHED TO �URRIN6 ATTAGHED TO GARRYING GHANN�LS WITH / AGOUSTIGAL STABILIZER ����iz � �
<br /> z o "� � S�GUR� TANKS TO / WALL �'AN�L GEILING BAR �� ; � �
<br /> GHANN�LS WITH GLIPS OR TIE WIRES. �
<br /> PARKING � `n DRYWALL SGREWS. �� � �� � � a
<br /> o � Q WALL PER GOD� I-I/2 GARRYING GHANNEL AT 4-O O.G. ANGLE HEAVY-DU"fl' u= �
<br /> , � � � NOTES: / SUSP�NSION ���' � �
<br /> p Q I. ALL WORK TO GONFORM WITH 2O15 IBG SEGTION 2210 GOLD-FORM�D STEEL SYSTEM �'�-�
<br /> PLAN YIEW LIGHT-FRAM�D GONSTRUGTION AND 2015 ISG SEGTION 2508 GYPSUM GONSTRUGTION. /,ATTAGH�D WALL UNATfACHED WALL / �,; ; �
<br /> VAN ELEYATION GA �ILE NO. WP 3510 2. INSTALL I-I/2" GHANNELS 4'-O" O.G. WITH NO. 8 GA. HANGER WIR� SPAGED A MaXIMUM O� �4 � � �`"" �
<br /> 516N #343� 4'-O" O.G. ALONG GARRYING GHANNELS. ATTAGH FURRING GHANN�LS SPAGED NOT �' � �
<br /> A C G E S S I B L E O N E L A Y E R 5/8" T Y P E X 6 W B O R G Y P S U M V E N E E R B A S� A P P L I E D P A R A L L E L O R A T R I 6 H T ��.�� � �
<br /> � SEGTION 4.6.4 O� THE ADAAG STANDARDS ANGLES TO �AGN 51DE OF 2X4 WOOD 5TUD5 AT 24" ON GENTER WITH 6D GOIiTED NAILS, MORE THAN 24" O.G. P�RPENDIGULAR TO I-I/2° G.R. GHANNELS WITH DOUBL� STRAND � $ � �
<br /> . R�QUIR�S EAGH AGGE551BLE PARKIN6 SPAGE TO I-7/8" LONG, O.Oqi5" SHANK, I/4" HEADS, 7" O.G. O� SADDLE TIED NO. I6 GA. 6ALVANIZED TIE WIRE, OR I-V2" �URRING GHANNEL GLIPS. NOTE: MITRE 2" PERIM�7ER {^WLL ANGLE _ � �
<br /> 3. APPLY GWB WITH IT5 LONG DIMEN510N AT RIGHT ANGLES TO THE FURRING GHANNELS. AT IN51D� AND OUT5IDE GURNERS. x ' ��`� O
<br /> 51GN �742���00 �INE FOR BE IDENTIFIED WITH VERTIGAL SIGNAGE. �OINTS STAGGERED 24" ON OPP051TE SIDES. (LOAD-BEARING) LOGATE 6%VB BUTT JOINTS OVER THE GENTER 0� FURRING GHANNELS. ATTAGH GWB WITH I" �s �'� �
<br /> VIOLATION S�L�-DRILLIN6 DRYWALL SGREWS 7" O.G. AT ALL SUPPORTS, INGLUDIN6 I�ERIMETER #' '�� � �
<br /> THE 51GN DE5IGNATING TH� PARKING SPP�G� A5
<br /> AGGE551BLE MUST DEPIGT TH� INT�RNATIONAL BLOGKING, AND NOT MOR� THAN 3/S" FROM TH� EDGES AND ENDS O� GWB. 5��� ��
<br /> SYMBOL O� AGGE55181LITY (15A). THE 516N MUST � -HOUR RATED WALL (TYPE 3) TYPICAL GYPSUM BOARD CEILING SEISMIC BRACING DEl"AIL ���� ��
<br /> ALSO USE TEXT TO IDENTIFY THE SPAGE A5 10 6 2 >.��;��s =,�
<br /> � � A6.00 � � A6.00 � A6.00 `��� � �
<br /> 1�5ERVED. SGALE: NO SGALE SGALE: NO SGALE SGALE: NO SGALE �����.', �
<br /> �516N ���� �
<br /> IT IS REGOMMEND THAT THE U.S. DEPARTMENT O� MED. GAS TO BE 2-I/2" 20 GA. METAL 5TUD5 � 24" O.G. ATTAGHED AT ���'�; �
<br /> x TRANSPORTATION STaNDARD R 7-8 SIGN BE GONGf�TE STRUGTUR�S USING STU� NAILS, POYV�R- DRIVEN P1-AN ��x �
<br /> ,,
<br /> Q INSTALLED& �ASTENERS.,4T WOOD �RAMING U5E I-I/4" TYPE 5 OVAL GEILING MAIN RUNNER x�,, , ; �
<br /> � MOUNTED IN FRONT O� AND GENT�iZ�D ON THE INSPECTED BY �.�
<br /> PARKING SPAGE. HEAD SGREWS OR 8D NAILS. TO ALL 5UB5TRATES, SEGURE 3/S" MINIMUM GLEAR �
<br /> p CERTIFIED/LICENSED R U N N E R S W I T H F A S T E N E R S L O G A T E D 2" F R O M E N D S A N D � G R O S S O R M A I N ` �
<br /> PERSON ONLY. INTERIOR WALL SPAGED 24" O.G. MAX. RUNN�R ��� �
<br /> � STaTE AND LOGAL GODES MAY HAYE VARYING _ �.
<br /> 0 R�QUIR�MENTS. SOME STATE OR LOGAL GODES I-HR PROTEGTED INTAK�/ EXHAUST � ;;�,�� �
<br /> REQUII� AN ADDITIONAL 51GN THAT INDIGATES A VENT TO OUTSIDE aIR, NOT LE55 � �� � �
<br /> �INE AMOUNT �OR PARKING IN THE RESERVED THAN 36 5Q. IN EAGH, LOGATED TYPIGAL GEILING ��� �
<br /> SPAGE WITHOUT PARKING REGISTRATION. �INE WITHIN 6" �ROM �LOOR AND WITHIN - � � MAIN HANGAR ����� ` �
<br /> AMOUNT MAY VARY. 6" FROM G�ILING � Q �� � �
<br /> � �
<br /> � EAGH VAN AGGE551BL� PARKING AISLE 15 AL50 6'- ° 12'-O"
<br /> REQUIRED TO BE IDENTI�IED WITH A 51GN WITH THE SEGURE TANKS TO WALL PER GODE
<br /> ; � T�XT, "�lAN AGG�SSIBLE" MOUNTED BELOW THE 15A. �XISTING z
<br /> IT 15 REQUIR�D THAT A 51GN BE USED TO
<br /> ' � � EXTERIOR WALL EXISTING GONG. SLAB �LOOR � �
<br /> DE516NATE EAGH VAN AGGE551BLE PARKING SEGTION GEILING
<br /> SPAGE. 2-I/2" 20 GA. METAL I � GOMPRE5510N �
<br /> � KIGKER BRAGE � + SEE RGP I I I STRUT
<br /> THE VERTIGAL 516NAG� 15 REQUIRED TO REMAIN ° �
<br /> ' 7YPIGAL SITE PLAN `�I51BL� WITH A VEHIGLE PARKED IN TH� SPAGE. I ° AGOUSTIGAL GEILING TILES IN E- �'
<br /> IS REGOMMENDED THAT TH� BOTTOM EDGE OF THE 5U5PENDED °T" 8AR GRID 5Y5TEM � REF�R TO GEILING / SGHEDULED
<br /> LOWEST ADAAG REQUIRED SI6N B� MOUNTED AT GA �ILE NO. WP-1350: GW8 / STEEL STUDS THIGKNE55: 4-7/8° GEILING EDGE TRIM v END WALL DETAIL GEILIN6
<br /> 60" ABOVE �IN15H GRADE. THE PARKING 51GNAGE ONE LAYER 5/8° TYPE "X" GYPSUM WALLBOARD OR APPROX. WEIGHT: 6 P5� GORNER BEAD 5Y5TEM ��
<br /> MAY AL50 B� MOUNT�D ON A WALL OR BUILDING. GYPSUM VENEER BASE APPLI�D PARALLEL OR AT FIRE TEST: �M WP-45, 6-Iq-68; . ..-, _.:...: SEE RGP F
<br /> RIGHT P�NGLES TO EAGH 51DE O� 3-5/8" STEEL 5TUD5 OSU T-17�0, 8-61;
<br /> IT IS REGOMMEND�D THAT TH� HORIZOKTAL 24" O.G. WITH I" TYPE "5" DRYWALL SGREWS 8" O.G. ULG 1qT484, 7qT500, 5/8" TYP� "X" 6W8 ATTAGHED WITH DRYWALL NOTES: �'
<br /> DIMEN510N �ROM THE SIGN PLAGEMENT TO THE AT YERTIGAL JOINTS AND 12" O.G. AT FLOOR AND �(�iT4q7, 8-12-81, SGREWS TO 2-I/2" METAL STUDS � 24" O.G. (TYP) I. TIE ADJAGENT WALLS TO GEILIN6 MAIN AND GR055 RUNNER. �
<br /> �iZONT O� THE SPAGE BE 60" OR LE55. I� THE GEILING RUNNERS AND INTERMEDIATE STUDS. JOINT ULG DE516N W415 2. INSTALL GEILING GRID U51NG NO. 12 GA. SPLAY WIRE HANGERS AT 45° WITH RUNNER, a0° TO ''
<br /> 51GN IS LOGATED WHERE IT GOULD BE DAMAGED STAGGERED 24" ON OPP051TE 51DE5. (NLB) SOUND TEST: NGG 2005004, NOTE: GONTRAGTOR TO YERI�Y EXISTING SITE GONDITIONS. EAGH OTH�R (4 WIRES) BEGINNING 4'-O" �ROM STARTING POINT O� GRID AND TIL� LAYOUT
<br />' BY VEHIGLES, A BOLLARD OR OTHER PROTEGTION 6-IS-05 ALL WORK TO GONFORM WITH 2O15 IBG SEGTION 2210 GOLD-FORMED ST�EL LIGHT-�RAMED AND IN BOTH DIREGTIONS P�T 12'-O" THEREaFTER.
<br /> IS REGOMMENDED. RAL TLO6-114, 4-II-O6 GONSTRUGTION AND 2015 IBG S�GTION 2508 6YP5UM GONSTRUGTION.
<br /> ,� ACCESSIBLE PARKING SIGNAGE „ 1 -HR MED GAS ROOM ASSEMBLY � TYPICAL SOFFIT DETAIL 3 SEISMIC BRACING DE�f"AIL
<br /> A6.00 gGAL�: NOT TO SGALE A6.00 ��,LE: NO SGALE ?�6.00 SGALE: NO SGALE A6.00 SGALE: NO SGALE
<br /> ���
<br /> �'�' '
<br /> I VENT TO EXTERIOR NORTH WALL , �
<br /> �����
<br /> DIAGONAL SRAGIN6: � `������
<br /> GONN�GTION DEVIGE (100# GAPAGITY MINIMUM) ��°���
<br /> �����--������� ALT�RNAT� DIREGTION EXISTING BUILDING STRUGTURE STRUGTURE ������
<br /> _._ ^ � AT 4S" ON GENTER ABO�/E PINNED TO GEILIN6 STRUGTURE � BOLTED TO ABOVE §��� �
<br /> V�RTIGAL GOMPRESSION BRAGE � ���_
<br /> ,t �;
<br /> �������
<br /> �����,
<br /> �����'�'�' 4�� METAL DUGTS � I TYPIGAL 12 GA. �g���
<br /> ��� : �; I-HR RATED SHA�T (6A FILE WP7001) VERTIGAL GOMPRE5510N BRAGE - VERTIGAL GEILING ���'
<br /> _ _ __ 2X GONTINUDUS TOP MADE �ROM .055 STEEL TUBIN6 I �'���
<br /> j'f��� ��`������ PLATE I HANGER ���
<br /> � �
<br /> j� ; I� � � � ' 12 GA�. BRAGE WIR�S Al' 45° IN �OUR I ���
<br /> ` �IRE SPRINiGLER HEAD WITH I E��
<br /> ��� I� � DIREGTIONS - WIRES TIED TO GRID �� ���
<br /> EXHAUST FAN (WIRED � � AN RP D��IIGE ON THE LINE I�
<br /> � , ��� ��
<br /> DIR�GTLY TO THE I�f � � REQUIRED BY THE WATER SGHEDULED GEILING. 5EE 5/S" TYPE "X" GWB EAGH SIDE ���
<br /> BREAKER - NO SWITGH) �� . � �� DISTRIGT OR THE PLUMBIN6 RGP (TYPIGAL) ON 2X4 WOOD STUDS AT 16" ON S�L� TAPPING DRIVE �
<br /> SGREW 8" X I/2" 2 MA� . 2 MAX. ��� REV DESCRIPTION DATE
<br /> I� � �-� INSPEGTOR. GENT�R ���
<br /> � � : � � � � � 1 �� �� - PERMITSUBMITTAL 0612912017
<br /> � E�.;�{��Y�
<br /> I�r , ' I-HR RATED DOOR IN A SPRING GLIP .035 �.�� � 1 PERMITCOMMENTS 07121i2017
<br /> STEEL .1AMB WITH A GL05ER o
<br /> �: �
<br /> 1�
<br /> \ �� SPRING STEEL � �
<br /> �� ; / / ( AND LOGKSET SGHEDULED BASE GEILING MAIN i � E-GEILING GR055 T�E
<br /> i : I-HR RAT�D WALLS SGHEDUL�D �LOOR FIN15H RUNN�R
<br /> If i� SEALaNT �nPIGAL�
<br /> � , . � Irl (GA �ILE WPI072) (TYPIGAL) �
<br /> (� SEGTION � ." �
<br /> ' �RESH A�IR INLET " / j� I-I/2" GYPGRETE ON GLIP ON END O� ���
<br /> � / � GEILING MAIN RUNNER �I�RTIGAL BRAGE ���,
<br /> � � : PLYWOOD SUB�LOOR GON7INUOUS 2X �ASTEN BOTTOM OF 5TUD5 TO .; � :a
<br /> � ! ; � I BOTTOM PLAT� �RAMING W/ 2 #10 GA. SGREWS G�ILING GRID FOR SNAPPING # �_���
<br /> LOGKING ON MAIN �w��,�
<br /> (TYPIGAL) AT 48" ON GENTER (TYPIGAL) RUNN�R ;�;'�R
<br /> � � � �,.�,s e���
<br /> � � DETAILS
<br /> 3,
<br /> �:..x;.
<br /> ��.;
<br /> �,�. �,
<br /> _� ._u ..:
<br /> 12 1 -HR MEDICAL GA� CLOSET DETAIL 8 INTERIOR PARTITION (TYPE 1 ) 4 COMPRESSION STRUT° DETAIL u�� �
<br /> # Y
<br /> ����� �
<br /> A6.00 SGALE: NO SGALE A6.00 SGALE: NO SGfkLE A6.00 SGALE: NO SGAL� ��� PROJECT NUMBER: A17-105 7I21117
<br /> ���� �O FREIHEIT 8 HO ARCHITECTS, INC., P.S.
<br /> C:IUserslbrittanybrown�llocal settingsltemplAcPublish_90801A17-105_EGGENBERGER-A0.00 PRMT-SET.dwg Jul 21,2017-10:58am brittanybrown � � � �
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