My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3001 OAKES AVE 2017 Plans 2022-11-23
>
Address Records
>
OAKES AVE
>
3001
>
Plans
>
3001 OAKES AVE 2017 Plans 2022-11-23
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2022 2:09:44 PM
Creation date
11/6/2019 10:55:31 AM
Metadata
Fields
Template:
Address Document
Street Name
OAKES AVE
Street Number
3001
Permit
B1709-011
Year
2017
Notes
RESTORATION OF EXTG INTERIOR WALLS
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
102
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
������ i � <br /> �ui �� i �� <br /> #12 PERIMETER H�NC�ER lNIRE T����� <br /> ANGHORED TO STRUGTURE <br /> I� H,4NG�R WIR� 15 OUT OF PLUMB � AB01/E C� �,4GH MAIN BEAM I ���O Y ��� I �t T <br /> GR�ATER THAN I:6 GOUNTER OR GR055 T�E <br /> SPLAY PER ASTM G636 6 TIGHT LOOP THRDUGH HANGER �QQ� Q�{���'j ���. <br /> GOMPA550 ELITE TRIM FfOL� T�HREE THGITH TURNS ° °o o ���fi��TT, �r� �P.�2OI <br /> W�l..l. WHIGH PEN�TRATES WITHIN 3 (TOP TO BOTTOM) o <br /> G�ILING GRID PER ASTM G636 GR055 TEE PER <br /> 2" WA�LL EDG� MOLDING � ° o ASTM G635 <br /> G O M P A 5 5 0 E J..I T E WALL �DGE MOLDING MAX. 8" 5TABILIZ�R BAR 5Y5TEM TO q o c� <br /> ATTAGHM�NT GLIP � KEEP Pi�EIME7ER GOMPONENTS o ° o o a' <br /> �ROM SPRE�DING APRRT � o o � � <br /> � o 0 0 0 �q�AGHED WAI..LS ONLY � °o o � ' <br /> 0 0 0 0 0 0 0 0 0 <br /> 0 0 0 0 0 0 0 0 0 o O p � O <br /> NT5 <br /> �� 0 o MIN. 3/4" � MAIN B�AM OR GR055 � � o �""' <br /> Qo UN-ATTAGHFD YVALLS TEE GEILING GRID o � <br /> 0 <br /> ��� ° o 0 STABILIZER BAR 5Y5TFM TO IC�EP � <br /> o� ���� ����'� �� '�J' � '�j������ �� � � � �� ,�„ ° o � PERIMETER GOMPON�NTS �ROM � <br /> U5G DRYW�LL o 0 SPREADIHG APART � UNt�TTaGHED � ° <br /> 5U5PEN510N 5Y5TEM MAIN o o WAL�S ONLY � - � �� �� <br /> �% o U � K. . � <br /> TFE OR GR055 TEE �o <br /> NTS ��I� �OG����1�1��� ��/� <br /> #12 HANGER WIRE �v�R��fi, l�� ���OI - <br /> ANGHORED TO <br /> MAIN B�AM STRUGTURE AB01(� �HOIv�: ���.�1�1.�01 i <br /> GR055 TEE ST�EL STUD GOMPRE5510N P05T ���: �-��.�I�I.8��� <br /> #12 HANGER <br /> WIRE TYP. <br /> U5G DRYWALL SUSPENDED <br /> 5USPENSION 5Y5TEM MAIN GRID M//�IN TEE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o CA R N E G I E ��!��� ��� ' L I B R A RY . <br /> jTEE OR GR055 TEE OR GR055 TEE � � � � � � � � � � � � � � � � � `� � � � � � � � � � � � � � � E�FRETT.`STo�9a5 <br /> / / - <br /> � � � � � � � � NTS 2" EXPAN510N JOINT PER � <br /> 0 0 0 0 0 0 0 0 � <br /> /� G�ILING MANU�. <br /> SFL�-TAPPIN6 <br /> „ o <br /> 0 <br /> / <br /> METAI- SGR�W 12 GOMPA550 <br /> 0 <br /> 0 <br /> '�' o a o <br /> / TRIM PANEL � o 0 0 <br /> / ? �X���l� I ON� JO I �(T �T �U���N���� G� I 1� I N�C� ° o ° ° <br /> / . _: UPPER �OOR <br /> � o o °a � #12 HANGER WIRE TYP. <br /> ���°Q - �°4°Q 5ELF-TAPPING � o 0 0 . <br /> �----_ ��::, <br /> �-� -_ _r METAL SGREW °G�� GLAMP (Ff�AW DUTY) ' ° o ° ° <br /> / _ / � � o � o <br /> ��au G� SHIM IF NEGE55aRY WITH LOGKNUT (EAGH J015T) , <br /> / a <br /> � 18" MAX ROOF �RAMING (TYP.� 2 X 2 X I/S ANGLE / <br /> � �� � �A. PIP� STRUT � <br /> 12 GA. 1lERT. WIRE \ �\\ GR055 TEE P�R o 0 0 0 0 � TIGHT LOOP THROUGH <br /> #1 2 M I N. E Y� B O L T W/N U T ASTM G635 <br /> I N 5 1 D� S T R ll T ON BOTH 51DE5 OF ,4NGLE a °o ° � HANG�R HOLE � THREE <br /> 2 Cioi'I����� �U� Y �� J����� NTS o o ° ° o TiGHT TR�JNS WITHIN 3" <br /> 0 0 ° ° � (TOP TO BOTTOM) <br /> 0 0 ��(P� o _ <br /> oo ° �yy � ° o <br /> - � i �rr 5r�rr � i2�-o° a.c. � o � yo pR � � o . <br /> MAX. 6'-0" �ROM EDGES ���� �' / � o 0 <br /> � � (P) TR�J55E5 (5� SGHEDUL� �OR 51ZE) . <br /> � � OR (E) J015T5 <br /> � <br /> � � MAIN GEILING BEAM <br /> �OUR 12 GA. SPLA`(ED GONN�GT W/ (2) P�R ASTM G635 NT5 <br /> � �� �� RIGID 5�15MIG BRf�G� 5EI5MIG SUPPORT WIRES AT �K `��� <br /> � � � MAX. 8-o ° G�I�.I NG I NST��1��T I ON i��QU I�'�M�NT� � ��►5-�� <br /> o \ \ � �� 45 MAX. (TYPa �AST�N TO �MT' SL�YE ONE 51Z� �, HITEGT <br /> o � � @ f�LTERNATE 51D�5 TO ROOF J015T5 BY U51NG 4 <br /> – � � R00� l �LaOR TURNS IN I-I/2" LOOP AT z L�tRG�R THAKS �1/� TO A AI J. ALDER <br /> � � 45° MAX. GBOTH ENDS m o � _�- Q o � SLOT END OF L SUSPENDED G�ILING SHALL BE BRAG�D G N5T J..ATERAL MOVEMENT UUE TO EA�RTHC�JAKE PER ASTM G636. IN THE gT -OF WA,�HIN6TON <br /> � � STRUGTURE ftBOV� fIT OVER MRIN RUNNER A85ENGE 0� AN �NGII�RED DE51GN THE �OLLOWING BRAGING 5Y5TEM WILL BE REQUIRED. <br /> _-________\ __-__ 4 � O � o o ° � �OUR N0. 12 GA. STEEL WIRES �fALL B� ATTAGH�D TO A MAIN RUNN�R WITHIN 2 INGI-fE5 OF A GR055 RUNN�R. TI-I� WIR�S <br /> ° ° ° SHALL BE SPLAYFD q0 DFGR�ES TO EAGH OTHER AND RUN UP TO BE A�TTAGHFD TO STR.UGIUR� ABOVE AT AN ANGL� � <br /> 6" MIN. ° � ° <br /> � ° o,o 0 0 ° � NOT TO EXGEFD 45 D�GREES �ROM THE HORIZONTAL. <br /> � (� A GOMPRE5510N ST'RUT SHALL EXTEND FROM TfiE MAIN RUNNER AT TFfE ATTAGHMENT OF THE WIR�S YERTIGA�LY AND B� SG�L�: a5 NOTED <br /> � ° ATTAGHED TO THE STRUGTURE ABOVE ONLY I� REQUIRED BY BUILDING O�FIGE. 155U� D�T�: Oq/OS/201� <br /> 5U5PENDED o 0 0 0 � o 0 0 o SUGH BRAGING 5Y5TEM5 SHALL BE PROVID�D AT A�T SPAGING NOT TO EXG�D 12 �EET IN BOTH DIR�GTIONS. BEGINNING DR�JNN: SG/ 5M <br /> AGOUSTIGAL TYP. WALL A55�MBLY N.N.O.� A T A �'O I N T N O T T D �X G��D 6 i=�T �R O M N I A 1.1,.5, 1(E R T I G A L A�N D P E R I M E T�R H A N G E R S I N S T A L L�D P�R A S T M G 6 3 6 <br /> G�ILING NON RAT�D / NON LOAD-B�ARING o 0 0 0 ° ° o 0 0 <br /> WOOD STUD GONSTRUGTION: 4 TIGHT TURNS IN I-I/2" A N D M A N U F A G T U R E R S R�G 2 U I R E M E N T S. G H G�G D: 5 <br /> ° ° ° LIGHTING �IXTURES WHIGH V�IGH L�55 TH�N 56 POUNDS SHAL.L BE ATTAGHED TO TFfE G�ILING GRID 5Y57EM �ND TO <br /> LOOP BOTH ENDS �TYP.� � m o � o ��THIS PLAN AND D�SIGN IS AND R�MAINS <br /> I 1..AY�R 5/8" GYPSUM WALLBOARD ° � � ° NTS BUILDING STRUGTURE BY AT l.EAST 2 N0. 12 GAUG� WIRFS. -r�+� PROP�RrY o� T+�� AR�+�iTE�-rs aND <br /> MAIN RUNNER ° o LIGHT FIXTI�ES WHIGH VV�IGH 56 POUNDS OR MOR� SHALL BE SUSPENDED �ROM TFfE STRUGTURE INDEPENDENT Of THE Ma,Y NOT e� u5�� wiT+�ouT PRior <br /> APPLI�D TO �RGH 51DE 0� 2" X 4" (hOM.� GEILING GRID, A�ND AN EN6INEERING DE51GN 5Ha1..L 8E SUBMITT�D TO SUBSTaNTIATE THE 5U5PEN510N 5Y5TEM. �c�s��-r ��oM T+�� aRG+�iT�G�r <br /> Y�OD 5TUD5 � I6" O.G. NON-�AGED BATT �� �� M�GHANIGAL EGtUIPMENT SHAI.I. BE SUPPORTED INDE-PFNDENT OF THE GEILING 5U5PEN510N 5Y5T�M. � <br /> INSU�ATION fOR 50UND P�R TENArNT/OYVNER <br /> �I ll I. M�TAL 5U5PEN510N 5Y5YEM FOR AGOUSTIGAd. TIL� AND - MINIMUM 2" WIDE WA1.L MOLDING 11 PERMIT <br /> GONTINUOUS 50LE PLATE ATTAGH�D TO GO������I OI�1 ���U� �VT�i��U�� IN5TAI.LATION 0� MET�1. G�ILING 5U5PEN510N 5Y5T�M - ��D MUST B� ATTAGfi�D TO TWO ADJAIGENT WALLS - OPP051TF WAL1. MUST HAl(� A 3/4 G1.�AR�4NGE. , <br /> �LOOR DIAi'4iRAGM P�R STRUGTURAI. �OR AGOUSTiGAL TII.� AND LAY-IN-PANELS SHALL - � 0� MAIN B�AMS AND GR055 TEES MUST BE TIED TOGH�THER TO PR�NT THEIR SPREADING. R�1/. DP�TE ; DESGRIPTION <br /> 8" BAS� (TYP.) NOMINAI.. SIZE (INGFI�S) MAX. LENGTH (FTa GON�ORM TO THE REQUIREM�NT 0� ASTM G636-86 FOR ' PFRINI�TER SUPPORT WIRES MUST B� WITHiN 8" 0� GEILING EDG�. � <br /> INTERMEDIAT� DUTY 5Y5TEM5. - PR4VIDE MANU�AGTURERS HEAYY DU1Y GRID SYSTEM. ; <br /> 1/2 3 - GEILING AR�AS 01(ER I,000 5F NNST HA1(E HORIZONTAl.. RESTRAINT WIRE OR RIGID BRAGING. ' <br /> 3/4 5 - G�ILING AREAS OVER 2,500 5� MUST H�1/� SEISMIG SEPARATION JOINTS OR G�ILING BRERK BY WALL OR PARTITIONS. � - <br /> (P) GONGi�TE �LOOR LEVELING � LOV�R FLOOR � 7 2. MRIN RUNNERS � 2'-0" O.G. - GfI�INGS WITHOUT RIGID BRAGING MUST HAVE 2" Ol(ER51Z�D TRIM RINGS FOR SPRINKL�RS AND OTFfFR PEN�TRATIONS. <br /> (E) GONGR�T� �LOOR STRUGTURE � LOWER FLOOR GR055 RUNNERS � 4'-0" O.G. - GHANG�S IN G�ILING Pl�.f�NE NN57 HAYE P051TIYE BREIGING. <br /> ___ �INISH �LOOR —__—__— 1-1/4 12 - GABLE TRAYS �ND E1..�GTRIGAL GONDUITS NNST BE IND�NTLY SUPPORTED AND BRAGED. 5U5PENDED G�ILING . <br /> %j�� � , � ; 1-1/2 15 3. LIGHT FIXTUR� 5H B� SUPPORTED IND�ND�TIT OF WILL BE SUBJEGT TO SPFGIAL INSPEGTION A5 R�G2UIRED BY LOGA� BUI�DING OF�IGIAI.. <br /> ���� � � �� TH� G�I IN6 5Y M�P� I. RE UIRENI�NT - �� G�I�ING SYSTEM TO B� INSTAU.�D 15 NOT A5 SPEGI�IED AB01lE, GONTRAGTOR SHALL SUBMIT al..T�RN�TIYE I�T. ���� �J�G. <br /> L 5 R B.G. Q 5 MAT�RIAI. A�ND M�Tti0D5 AS DESGRIBED IN I.B.G. SEGTION 104.11 TO LOG/�1,. BUILDIN6 OF�IGI,4l.. <br /> G�ILI �IG I��T�ILS <br /> 1 TY�' ( G�� :1��1��. ���TI O�l 3/4° _ ��-o° GO1"I����S� I O1� �T�UT G� I � I 1�C� SYST�1�1' �� I S1� i G �-3��G I �iC� <br /> . <br />
The URL can be used to link to this page
Your browser does not support the video tag.