COMPLIANCE INFO - Laserfiche WebLink

Home Browse Search

LI N E O F P E R I M E T E R W A L L 20 G A P E R I M E T E R W A L L A N G L E CR O S S R U N N E R @ 2 ' - 0 " O C 12 G A V E R T I C A L H A N G E R W I R E S @ 4' - 0 " O . C . @ E A C H W A Y M A X . F O R CO N E C T I O N A B O V E S E E MA I N R U N N E R @ 4 ' - 0 " O C 12 G A P E R I M E T E R H A N G E R WI R E S @ T E R M I N A L E N D O F E A C H MA I N R U N N E R A N D C R O S S T E E 4 W A Y 4 5 ° D I A G O N A L 1 2 G A W I R E BR A C I N G A N D C O M P R E S S I O N ST R U T . O N E E V E R Y ( 9 6 S . F . M A X ) SE E SE E N O T E 4 B E L O W NO T E S : 1. 4 ' - 0 " M A X S P A C I N G T O F I R S T B R A C E L I N E A T L E A S T 9 6 S F B R A C E S P A C I N G . 2. P R O V I D E T R A P E Z E O R O T H E R S U P P L E M E N T A R Y S U P P O R T M E M B E R S A T O B S T R U C T I O N S T O MA I N H A N G E R S P A C I N G , S E E 3. 8 " M A X T O H A N G E R W I R E O R 1 / 4 T H E L E N G T H O F T H E E N D R U N N E R , W H I C H E V E R I S L E S S . 4. - 1 2 G A M I N W I R E @ 2 O P P O S I T E C O R N E R S O F L I G H T F I X T U R E S A N D A I R T E R M I N A L S L E S S T H A N 5 6 L B S . - 1 2 G A M I N W I R E @ A L L 4 C O R N E R S O F L I G H T F I X T U R E S A N D A I R T E R M I N A L S G R E A T E R T H A N 5 6 LB S - 1 2 G A M I N W I R E A T A L L 4 C O R N E R S O F A L L 4 X 4 L I G H T F I X T U R E S A N D A I R T E R M I N A L S - 1 2 G A M I N W I R E A T A L L 4 C O R N E R S O F L I G H T F I X T U R E S A N D A I R T E R M I N A L S S U P P O R T E D O N H E A V Y D U T Y G R I D S Y S T E M S 8" M A X T Y P SE E N O T E # 3 FI X E D S I D E FR E E S I D E F R E E S I D E F I X E D S I D E SE E N O T E # 1 TO F I R S T BR A C I N G S E E N O T E # 1 T O F I R S T B R A C I N G 2 A8 . 2 10 A8 . 2 3 A8 . 2 NO T E S : 1. 1 / 4 O F T H E L E N G T H O F T H E E N D R U N N E R , W H I C H E V E R I S L E S S 2. N A I L S A T E N D S O F H O R I Z S T R U T S A R E T O B E P L A C E D W I T H N A I L H E A D T O W A R D CE N T E R L I N E O F S P A N O F S T R U T 3. F O R H A N G E R W I R E & S P L A Y W I R E B R A C I N G A T T A C H M E N T T O S T R U C T U R E A B O V E S E E HA N G E R W I R E , T Y P MA I N R U N N E R CR O S S R U N N E R PO P R I V E T R U N N E R T O W A L L AN G L E A T T W O A D J A C E N T SI D E S O N L Y AC O U S T I C A L C L G T I L E CL G G R I D W A L L A N G L E W / # 10 X 1 1 / 2 " L O N G S D S T SC R E W S T O W A L L S T U D S 1 6 " OC M A X 3 T I G H T T U R N S , T Y P 1 1 / 2 " M A X 8" M A X 3/ 4 " C L R . TY P . P E R AS C E -7 13 . 5 . 6 . 2 . 6 TY P . P E R AS C E -7 13 . 5 . 6 . 2 . 2 . 6 NO T E S : 1. 1 / 4 O F T H E L E N G T H O F T H E E N D R U N N E R , W H I C H E V E R I S L E S S 2. N A I L S A T E N D S O F H O R I Z S T R U T S A R E T O B E P L A C E D W I T H N A I L H E A D T O W A R D CE N T E R L I N E O F S P A N O F S T R U T 3. F O R H A N G E R W I R E & S P L A Y W I R E B R A C I N G A T T A C H M E N T T O S T R U C T U R E A B O V E S E E 3/ 4 " C L R . TY P . P E R AS C E - 7 13 . 5 . 6 . 2 . 2 . 6 TY P . P E R AS C E -7 13 . 5 . 6 . 2 . 2 . 6 8" M A X . HA N G E R W I R E , T Y P MA I N R U N N E R AC O U S T I C A L C L G T I L E CL G G R I D W A L L A N G L E W / # 1 0 X 1 1 / 2 " L O N G S D S T S C R E W S TO W A L L S T U D S 1 6 " O C M A X SL O T T E D A N G L E S P A C E R W I T H HO R I Z O N T A L 6 D R I N G S H A N K NA I L N O T C H I N G P E R M I T T E D ON L Y A T R U N N E R AL T E R N A T E S P A C E R LO C A T I O N W / O N A I L N O T C H I N G PE R M I T T E D O N L Y A T R U N N E R Z 3 T I G H T T U R N S , T Y P 1 1 / 2 " M A X 8" M A X 3/ 4 " C L R . TY P . P E R AS C E - 7 13 . 5 . 6 . 2 . 6 TY P . P E R AS C E - 7 13 . 5 . 6 . 2 . 2 . 6 12 G A . H A N G E R W I R E WA L L A N G L E #1 2 S D S F A S T E N E D IN T O S T U D TE E B A R M A I N O R C R O S S RU N N E R S AC O U S T I C A L C E I L I N G T I L E S PO P R I V E T @ O N E E N D O F M A I N & CR O S S R U N N E R S - C L G . M E M B E R S MA Y B E A T T A C H E D T O N O T M O R E TH A N ( 2 ) A D J A C E N T W A L L S NO T E : US E " A R M S T R O N G " S E I S M I C R X SU S P E N S I O N S Y S T E M W / B E R C 2 CL I P S A N D 1 5 / 1 6 " E D G E M O L D I N G "A R M S T R O N G " B E R C 2 C L I P S BE R C 2 C L I P (E ) R O O F A B O V E AT T A C H T O J O I S T O R 2 X B L K G . W/ ( 2 ) 1 / 4 " D I A . X 1 1 / 2 " R H W S , TY P . (E ) 2 X F R A M I N G ST E E L S T U D U S E D A S CO M P R E S S I O N S T R U T W / L / R RA T I O O F 2 0 0 M A X 3 - 5 / 8 " 2 0 G A . TO 6 ' - 0 " D B L 2 - 1 / 2 " X 2 0 G A . T O 10 ' - 0 " HA N G E R A N D B R A C I N G W I R E - SE E S U S P E N D E D C E I L I N G NO T E S O N T H I S S H E E T F O R IN F O R M A T I O N ( T Y P . ) . AT T A C H T O R U N N E R W / (2 ) - # 1 2 S D S T MA I N R U N N E R S OF S U S P E N D E D CE I L I N G S Y S T E M CR O S S T E E S O F SU S P E N D E D C E I L I N G SY S T E M 2X F U L L D E P T H B L K G W / (4 ) 1 0 d T N E A . E N D EQ EQ VE R T I C A L W I R E BR A C I N G W I R E (E ) 2 X J O I S T / R A F T E R 1/ 4 " D I A . E Y E B O L T W/ 1 / 4 " P E N E T R A T I O N E Q E Q 12 G A . B R A C I N G WI R E W / M I N . O F 4 TI G H T T U R N S I N 1 1/ 2 " B O T H E N D S O F WI R E - T Y P . 12 G A . V E R T I C A L HA N G E R W I R E A T 4 8 " O. C . E A . W A Y W / M I N . OF 3 T I G H T T U R N S I N 1 1 / 2 " B O T H E N D S O F WI R E DI A G . B R A C I N G 3 5 / 8 " x 2 0 G A . ( M I N . ) M T L FR A M I N G MT L . S T U D FR A M I N G - BR A C E T O ST R U C T U R E SE E P L A N F O R SO F F I T H T . T Y P . 5/ 8 " G Y P . B D . O/ 3 5 / 8 " MT L . S T U D S @ 1 6 " O . C . SE E P L A N 6 " FO R A T T A C H M E N T TO S T R U T U R E AB O V E S E E - 8 A8 . 2 (E ) 4 x R A F T E R S @ ± 8 ' - 0 " O . C . 36 2 S 1 6 2 - 4 3 D I A G . B R A C E W/ ( 3 ) # 1 0 S D S T E A . E N D TY P . S P A C E B R A C I N G @ 32 " M A X . ( A T V E R T I C L E PL A T E S U P P O R T S ) 36 2 S 1 6 2 - 4 3 S T U D S @ 1 6 " O. C . 0 ' - 0 1 / 2 " 1/2'' PLYWOOD FL U S H O R R E C E S S E D L I G H T F I X T U R E S A N D AI R T E R M I N A L S O R S E R V I C E S W E I G H I N G L E S S TH A N 5 6 L B S M A Y B E S U P P O R T E D D I R E C T L Y ON T H E R U N N E R S O F A H E A V Y D U T Y G R I D SY S T E M B U T , I N A D D I T I O N , T H E Y M U S T H A V E A M I N I M U M O F T W O 1 2 G A . S L A C K S A F E T Y WI R E S A T T A C H E D T O T H E F I X T U R E A T D I A G . CO R N E R S A N D A N C H O R E D T O T H E S T R U C T U R E AB O V E . ( A L L 4 ' x 4 ' L I G H T F I X T U R E S M U S T H A V E SL A C K S A F E T Y W I R E S A T E A C H C O R N E R . ) LI G H T F I X T U R E W I R E SU P P O R T H O L E S - T Y P . LI G H T F I X T U R E SA T G R I D SE E NO T E : AL L F L U S H R E C E S S E D L I G H T F I X T U R E S A N D A I R T E R M I N A L S O R S E R V I C E W E I G H I N G 56 L B S O R M O R E M U S T B E I N D E P E N D E N T L Y S U P P O R T E D B Y N O T L E S S T H A N F O U R (4 ) T O U T 1 2 G A . W I R E S E A C H A T T A C H E D T O T H E F I X T U R E A N D T O T H E S T R U C T U R E A B O V E RE G A R D L E S S O F T H E T Y P E O F C E I L I N G G R I D S Y S T E M U S E D . T H E F O U R T A U T 1 2 G A . WI R E S I N C L U D I N G T H E I R A T T A C H M E N T T O T H E S T R U C T U R E A B O V E M U S T B E C A P A B L E OF S U P P O R T I N G F O U R ( 4 ) T I M E S T H E W E I G H T O F T H E U N I T . 13 A- 5 5 1 HANGER WIRE 2" X 2" X 1/8" WALL ANGLE. FASTEN WITH #10 X 1/2" SDST SCREWS TO WALL STUDS 16" OC MAX OR #10 WOOD SCREWS AT WOOD STUD CONDITION, ANGLE SHALL BE A MINIMUM OF 2'-0" IN LENGTH AND SHALL ATTACH TO A MINIMUM OF 2 WALL STUDS.NOTE:THIS DETAIL DOES NOT APPLY TO CONDITIONS WHERE A COMPRESSION STRUT OCCURS UNDER TRAPEZE#10 S.D.S.T. SCREWPAIR OF COLD ROLLED CHANNELS (1500050-54) SCREWED TOGETHER WITH #10 S.D.S.T SCREW @ 24" OC.8 GA VERTICAL HANGER WIRE FOR CONNECTION TO STRUCTURE ABOVE SEE OTHER DETAILS THIS SHEET ACOUSTICAL CLG SYSTEM.8' MAXIMUM BETWEEN WIRE SUPPORT OR WALL CONNECTION 3" MIN MAX.1 1/2"3 TIGHT TURNS, TYPFIELD END SUPPORT WHERE OCCURSWALL CONNECTION WHERE OCCURS PROVIDE #10 SDST SCREW PAST END OF HANGER WIRE TO PREVENT WIRE FROM SLIPPING OFF 6"x16GA. TRACK ATTACHED W/ #8 S.D.S.6"x16GA. MTL. JOISTS @ 16" O.C. 5/8" GYP. BD. ATTACHED TO BOTTOM OF JOISTS W/ 1" LONG #6 DRY WALL SCREWS 8" O.C. @ PERIM. & 12" O.C. FIELD NOTE:SEE REFLECTED CEILING PLAN FOR HEIGHTSCONDITION@ MTL. WALL3 1/2"x20GA. (MIN.)BRIDGING @ SPANS GREATER THAN 10'-0"MIN.6"C19860MICHAELNAVARRO R E N .1 -3 1 -1 7LICENSEDARCHITECTST A T E O F C A L I F O R N I A 1 2 3 4 IF T H I S S H E E T I S N O T 3 6 " x 2 4 " , I T H A S B E E N R E S I Z E D - S C A L E A C C O R D I N G L Y 0 1/ 4 " 1 / 2 " 1" 2 " SHEET NUMBERSHEET TITLESHEET DETAILS DRAWN BY:CHECKED BY:COPYRIGHT: © PLN ARCHITECTS 2016PROJECT REVISIONSPLN PROJECT NO:PROJECT DETAILS SUBMITTAL DATE:1720 G Street Modesto, CA 95354 209.522.8900 www.plnarchitects.com CONSULTING ENGINEERAN ARCHITECTURAL CORPORATION ARCHITECT OF RECORD C B A 1 2 / 5 / 2 0 1 6 9 : 3 8 : 3 4 A M C : \ U s e r s \ r a n i a \ D e s k t o p \ 1 6 0 9 7 D e l i D e l i c i o u s T ( n ) \ M o d e l \ 1 6 0 9 7 D e l i D e l i c i o u s 1 2 - 1 . r v t A8.2DETAILSAuthorChecker1217 W MARCH LANE STOCKTON CA. 95207 16097 12-5-2016IDIL INC. 1 " = 1 ' - 0 " 1 S. A . T . C E I L I N G 6 " = 1 ' - 0 " 2 S. A . T . C E I L I N G F I X E D E D G E 6 " = 1 ' - 0 " 3 S. A . T . C E I L I N G F R E E E D G E 6 " = 1 ' - 0 " 4 S. A . T . B E R C C L I P A L T E R N A T E 1 " = 1 ' - 0 " 5 CO M P R E S S I O N S T R U T 3 " = 1 ' - 0 " 6 HA N G E R & S P L A Y W I R E 1 1 / 2 " = 1 ' - 0 " 7 MT L F R A M E D S O F F I T 1 1 / 2 " = 1 ' - 0 " 8 WO O D F R A M E D S O F F I T 1 1 / 2 " = 1 ' - 0 " 9 S. A . T . S U S P E N D E D L I G H T F I X T U R E 3" = 1'-0"10 S.A.T. TRAPEZE SUPPORT MARK DATE DESCRIPTION 1 1/2" = 1'-0"11 MTL FRAMED GYP. BD. CEILING