WORK PLANS - Laserfiche WebLink

Home Browse Search

ROOF DECKING 1-5/8" UNISTRUT @ 12" O.C. 2 BUILDING STRUCTURE >_ ROWS STAGGERED ATTACHED TO 0° BOTTOM CHORD OF ROOF JOIST (2 MIN.) 0 UNISTRUT 'A1325" W/ 2-3/8" b X Q 3" LONG LAGS INTO BLOCKING HILTI CC27 CLIP o + ! 1-5/8" UNISTRUT ATTACHED TO #12 SAFTEY WIRE FOR EQUAL 1-5/8" UNISTRUT POST BASE. TIED TO SAFETY WIRE J SUPPORT HOLES & w + 2x8 BLOCKING EACH SIDE W/ FASTENED TO BLDG. z ILV V� 6-1Od EACH WAY STRUCTURE. MINIMUM Lu + CONNECT TUBE STEEL BRACKET TO (2) SAFETY WIRES PLYWOOD WITH (4) 1/4 ZINC 1" PER LIGHT FIXTURE z 2X4 DIAG. BRACE @ 48" z BOLTS. PLACED AT DIAGONAL p O.C. W/ (3)-10d COMMONQ CORNERS NAILS TO EACH 2X VERTICAL a 3/4" PLYWOOD BACKING STUD 2X4 VERT. STUDS © 16" + CEILING AS SCHEDULED w SIMPSON H3 © EA. ° O.C. STUD WITH 10d NAILS w CONT. 2x6 CP J EXPOSED T-BAR CEILING CONT. 2x PLATES Q U) LIGHT FIXTURE ,> z CURATED PANEL MOUNT PROVIDED NOTE: 2- 1/4 X 3 LONG - TO G.C. BY S&D VENDOR SAFETY WIRE ALL WIRES ARE TO BE X SIMPSON SDS SCREWS © SUPPORT HOLE, TAUT WITH A MINIMUM OF 3 < 16" O.C. TYPICAL TIGHT TURNS AROUND SELF TYPICAL CEILING 5 CURATED PANEL INSTALL DETAIL 1 LIGHT FIXTURE SUPPORT DETAIL ELEV. AS SCHEDULED A1 .2a 1 1 /2 = 1 '-0" 1 .2 N.T.S. FOR REFERENCE 1 w 1/2" GYP. BD. EXTENDED 6" ABOVE o CLG. LINE (TYP.) SLIDING TRACK PER I w DECOR PACKAGE ft� LAMINATE PANEL PER ARCHITECT OF RECORD: DECOR PACKAGE CEILING AS 2x LEDGER W/ 2- DW SED ARCy g CEILING TRANSITION W SOFFIT SCHEDULED SCREWS TO EACH STUD V�� CRAIG S. � � A1 .2a N.T.S. REFERENCE ONLY BLUME-- 2x FRAMING NO -31661 ® 24" O.C. REN.3/31/2021 co �l' rGc�,oy/ �y ROOF ASSEMBLY 2x4 HANGER @ 24„ 0/C. Ivo _O SECURED TO ROOF JOIST, ROOF JOIST - HANGERS SHALL BE d SEE STRUCTURAL PROVIDED ® EA. TRUSS STUD BLOCKING + W , BOTT. CHORD. + Q It , /\v/vvVVV\V/ PARTITION TYPE GYPSUM BOARD CEILING AS SHOWN ON 2 N 0 T USED FLOOR PLAN A1 .2a - y S.S.T. "U” HANGER W �. MIN. 1/2" GYP. BD. EXTENDED m GYP B OAR D CEILING DETAIL TO UNDERSIDE OF ROOF DECK. o Q a ° B/ DROP SOFFITS 6 (SEE A1 .2 FOR DRAFT STOPPING � O �a ID °- 's o SEE CLNG. PLAN A1 .2a NOT TO SCALE REFERENCE ONLY LOCATIONS) CL w oID 3 LCEILING AS SCHEDULED FASTEN 2X4 HANGERS TO BOTT. CHORD W/ (4)-#10 EXISTING ROOF JST. TO REMAIN, `0 _0 s� 1/2" GYP BD ON 2X4 WOOD SCREWS, TYP. ___ TYP. (REFER TO STRUCTURAL) o �, 3 o N N STUDS - EXTEND GYB 2X4 JOIST FASTENED TO EA. WIRE HANGER a ° o °' °' `o BD 6" ABOVE 0 HANGER W (4)-#10 WOOD SIMPSON A34 FRAMING ANGLE � a � � c N•�j j SURROUNDING CEILING / �5 © EA. SIDE OF 2X4 v J o o� ° ° SCREWS, TYP. (3)-10d COMMON NAILS © o a o - ,0-.o 1 O CEILING TRANSITION W/ SOFFIT C'�5�� EACH G VERTICAL 2X4 TO 2X4 Q o a, N E 2 ° Fj CL B JOIST o c� - � L 0 A1 .2a 1 /2" = 1 '-0" SOFFIT BY GC; COORDINATE W/ DECOR PROVIDE FULL it ° ° ELEV. VARIES 8512 "o DEPTH BLKG �°- �, ° c'rn a 2X4 C�? 16 O.C. VERT. STUD & o © EA. SIDE N co 0.00 ' ° OF 2X4 BRACE TO ATTACH W/ (4)-10d _ o ° c r 1. GRID SYSTEM TO BE HEAVY DUTY T-BAR. INSTALL PER ESR-1222 -" o °c o 2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE COMMON NAILS © 48 O.C. L t ° ,, ° a� ° c CEILING GRID SHALL BE ATTACHED TO THE CLOSING ANGLE. THE OTHER 2X4 DIAG. BRACE ATTACH INTERMEDIATE STUDS 0 c+;E y ° END SHALL HAVE A 0.75" CLEARANCE FROM THE WALL. @ 48" O.C. ATTACH W/ (2)-10d COMMON NAILES o c c �' o 0) o 3. ENDS OF MAIN RUNNERS AND CROSS RUNNERS SHALL BE TIED GUSSET TO BOTH cos 0 Cc °'E N TOGETHER TO PREVENT THEIR SPREADING CONT. 2X6 4. ALL TERMINAL ENDS OF MAIN RUNNERS AND CROSS TEES MUST HAVE BRACE AND VERT. ° J~ `o o STUD W/ (3)-10d $ o c A VERT. HANGER WIRE WITHIN 8" OF EA. WALL OR CLG DISCONTINUITY. COMMON NAILS a ° ;N ° c'L Q TILE OVER y2" CEILING AS SCHEDULED, TYP. 0 00%N" co.,8 z 8" MAX 10d NAIL (FOR WOOD) OR CEMENT BOARD Q ° o L >,°' c c� a:3 oL 6 o OVER Y2" PLYWOOD ° ° '° `� ' ° #10 SCREW (FOR METAL) I FIRE BLOCKING V 0 0 0 0 OROSECO SECONDARY FRAMING o ; a�3 a 1 10 6'-0" MAX 12'-0" 6'-0" MAX c s ° L MEMBER AS REQ'D. w 85 ° 3. 0-0 ° 0 4-12 GA. WIRES 90° CEILING AS CONT. 2X4 PLATE ® 0 ��' N u,o c SCHEDULED Q N 0 o 0 - TO EACH OTHER � a� o 0 0 �, Z �, 45' TO PLANE OF B SOFFIT a'3 ° °c ai CEILING 6'-8" A.F.F. ACOUSTIC CEILING TRANSITION 3 SECTION @ MENU VALANCE00 SUSP. ACOUSTICAL I » > " " " m r o m o O w A1 .2a 1 1 /2 = 1 —0 COORDINATE w/ DECOR A1 .2a 1 = 1 —0 REFERENCE ONLY o V, " TILE a 0 = N w5 wN w MAIN T-BAR RUNNER 4'-0" o o z o Q w o c� U 3/4" CLEAR MIN. SEE NOTE ABOVE. I 3/4" DIA THREADED ROD � O o w � ci ROOF DRILLED BETWEEN DOUBLE 2" X 2" ANGLE MOLDING- USG OR EQUAL TO BE DECKING 2x4PROVIDE DOUBLE NUT & FASTENED WITH 14D WOOD SCREWS ® 16" O.C. USE 3" OVER-SIZED STEEL .9i USG ACM7 SEISMIC CLIP AS ALT. ESR-1222 X v WASHER BOTH SIDES U Q WOOD ROOF JOIST o 0 0 o w 2X BLOCKING AT CEILING z m DBL 2x4 FLAT w/ 10d NAILS @ z TYPICAL INTERIOR PARTITION WALLO N o 12" O.C. 2 ROWS STAGGERED #12 GA. VERT. WIRE HANGER, J 2x4 ON EDGE (SPANNING A MIN. ou GRID LEVEL ADJACENT TO TUBE < J< OF 2 PANEL POINTS). INSTALL ONE CEILING AS SCHEDULED 14Y 14Y OfUNDERSIDE OF FLR. OR ROOF w w�-- BOLT ABOVE EACH BOTTOM CHORD STRUCT. ABOVE w �o PIN TO HOLD 2X'S IN PLACE Q CD o OUTLET & JUNCTION BOX - SEE g w DONN COMPRESSION POST. ELECTRICAL w z Q d MODEL TO BE DETERMINED BASED w o z ON REQUIRED LENGTH: ofL U CD Q - o w 101CEILING AS SCHEDULED USG COMPASSO z VSA 18/30: LENGTH 18" TO 30" cfl J TRANSITION TRIM - VSA 30/48: LENGTH 30"-48" J O D Q N g 45 DEGREE TYP. THREADED ROD TO PROJECT FLAT BLACK � w MAIN RUNNER ° ° LL_ m w a z BELOW CEILING TO RECEIVE ( O = 0 w CEILING PLAN - MONITOR BRACKET COVER o CROSS RUNNER cri w/ 3" BEAUTY TUBE PROJECT 0 0 0 ~O z o N o THRU CEILING 2 INCHES 4„ - 6„ W CD z Q VERTICAL COMPRESSION STRUT NOTCH REAR SIDE OF BEAUTY COMPRESSION STRUT W/ LATERAL TUBE WITH 3/4" x 3" OPENING 00 a w w w BRACING @ 12'-0" MAX. EA. _ v w o 0 FOR CABLES AND WIRING. (n � � DIRECTION & 6'-0" MAX. FROM X LATERAL WIRE BRACING O X w O X NOTE: CEILING AS SCHEDULED ~ N LLJ o " w 0 ~ PERIMETER WALLS 12 GA. VERTICAL WIRES SHALL BE USED AT 48" O.C. MONITOR BRACKET ~ N 0 PERIMETER HANGARS SHALL BE 8" MAX. FROM WALL AND NOT MORE THAN 1 IN 6 OUT OF PLUMB. 11 SEISMIC CEILING DETAILS 8 MONITOR INSTALLATION DETAIL 4 ACOUSTIC CEILING TRANSITION " Z . a A1 .2a N.T.S. A1 .2a N.T.S. REFERENCE ONLY A1 .20 1 1 /2" = 1 '-oCOORDINATE W DECOR v REEL. CEILING DETAILS