WORK PLANS - Laserfiche WebLink

Home Browse Search

NOTE: SIMPSON "A34" 2X4 FLAT BLOCKING BUILDING STRUCTURE FOR ADDITIONAL W/#9X1 1/2" W/(2)#10X3" LONG ROOF DECKING } INFO SEE SIMPSON "SD" WOOD SCREWS EACH END 1-5/8"8" UNISTRUT @12" O.C. 2 10/A1.2a SCREWS ROOF ASSEMBLY 2x4 HANGER @ 24" 0/C. ROWS STAGGERED ATTACHED TO SECURED TO ROOF JOIST, BOTTOM CHORD OF ROOF JOIST (2 ROOF JOIST - HANGERS SHALL BE MIN.) SEE STRUCTURAL PROVIDED @ EA. TRUSS v HILTI CC27 CLIP BOTT. CHORD. 1-5/8" UNISTRUT ATTACHED TO #12 SAFTEY WIRE FOR EQUAL z 1-5/8" UNISTRUT POST BASE. TIED TO SAFETY WIRE + SUPPORT HOLES & J FASTENED TO BLDG. 2X4 BRACE Of w STRUCTURE. MINIMUM BRACE PERPENDICULAR ///,\nv/vvvv\2 ui z + (2) SAFETY WIRES TO TRUSS CONNECT TUBE STEEL BRACKET TO PER LIGHT FIXTURE PLYWOOD WITH (4) 1/4 ZINC 1 " PLACED AT DIAGONAL 'S o 2X8 WEB STIFFENER z_ CORNERS /y': 4X4 BLOCK W/SIMPSON a- BOLTS. i W/(4) 16d NAILS TOP Q AND BOTTOM, NP. A34 EACH SIDE, EACH a CD 3/4" PLYWOOD BACKING END U + CEILING AS SCHEDULED w SIMPSON "A34" B/ DROP SOFFIT W/#9X 1 1/2" �� SEE CLNG. PLAN SIMPSON "SD" LCEILING AS w CP EXPOSED T-BAR CEILING H FASTEN 2X4 HANGERS TO J ❑ SCREWSX SCHEDULED Q LIGHT FIXTURE BOTT. CHORD W/ (4)-#10 1/2" GYP BD ON 2X4 WOOD SCREWS, TYP. z CURATED PANEL MOUNT PROVIDED SAFETY WIRE ALL WIRES ARE TO BE STUDS - EXTEND GYB 2X4 JOIST FASTENED TO EA. TYPICAL TO G.C. BY S&D VENDOR SUPPORT HOLE, TAUT WITH A MINIMUM OF 3 BRACE PARALLEL BD 6" ABOVE HANGER W/ (4)-#10 WOOD TIGHT TURNS AROUND SELF TO TRUSS 2X4 BRACE SURROUNDING CEILING SCREWS, TYP. - TYPICAL 13 TYPICAL 2X BRACE AT WOOD TRUSS 12 CEILING TRANSITION w/ SOFFIT A1 .2a NOT TO SCALE A1 .2a 1 /2" — 1 '-0" SOFFIT BY GC; COORDINATE W/ DECOR SXDETEND TO GUNDEROADD OF ooF 5 CURATED PANEL INSTALL DETAIL 1 LIGHT FIXTURE SUPPORT DETAIL FOR DRAFTSTOP WHERE SHOWN = —0 1 2 A1 .2a 1 1 /2 1 N.T.S. FOR REFERENCE ONLY Lij FIRE BLOCKING ON A1 .2 BY — — — — 0 NOTE: (3) 2x8 HEADER FOR ADDITIONAL INFO SEE N w/PLYWOOD SHEATHING w PROVIDE LATERAL � GYPSUM BOARD BRACING TO STRUCT. 10/A1 .2a 51 —I CEILING, PAINT ABOVE @ 4'-0" O.C. ARCHITECT OF RECORD: LAM WHITE, SEE DECOR ALTERNATING SIDES SES ARCy Z FOR DETAILS �� i� 2X6 WEB STIFFENER 2X6 BLOCKING W/SIMPSON N U CRAIG S. fir, W/(3)16d TOP AND BOTTOM, "LUS" HANGER EACH END, 4"x12" LOUVERED SELF-TAPPING METAL 2x LEDGER W/ 2- DW BLUME-- TYP• NP. RETURN TO BE SCREW SCREWS TO EACH STUD DIGITAL MENU BOARD * NQ:-C-31661 LOCATED ON LED LIGHT SEE RESTROOM SIDE REN.3/31/2021 � EXISTING ROOF TRUSS TO OF WALL, MIN 2" PORTRAIT WALL MOUNT - DECOR "t 2x FRAMING Z y REMAIN, TYP. BELOW FIRE COORDINATE INSTALL WITH USG TRIM COMPASSO 2 NOT USED �� / Oy C�? 24 O.C. BLOCKING MANUFACTURER'S y y0 INSTALLATION 1 .2 N.T.S. (3) 16d NAILS EACH CONTRACTOR TO z REQUIREMENTS. 09/13/2019 PROVIDE DUCT )f HANGER/BLOCK, NP. BETWEEN VENTS CEILING AS TOP - B TRUSS 4"x12" LOUVERED �> SCHEDULED W , w CONNECTION RETURN BEHIND rnIMME PER 13/A1.2a 2X4 HANGER STUDS ELEV. VARIES NEW MENU BOARDS STUD + AND 3/A1 .2a 24" O.C. AT EACH "� 2X4 BLOCKING BLOCKING + JOIST, TYP o cn ® 16" O.C. o GYPSUM BOARD 2X4 DIAGONAL BRACE @ 8'-0" o X Z in LAM PARTITION TYPE AS CEILING y O.C. EACH ROW OF HANGER I Ld SHOWN ON FLOOR STUDS W/(2) 16d EACH STUD Q scH PLAN MIN. 1/2" GYP. BD. EXTENDED S.S.T. "U" HANGER TO UNDERSIDE OF ROOF DECK. 'kin W (SEE A1.2 FOR DRAFT STOPPING } , o E SIMPSON "A35" © DIAG. BRACE LOCATIONS) 00 ° MAX. 1 � ,- 2x4 DIAL. BRACE C°? of io 2X6 WALL 6 GYP BOARD CEILING DETAIL bi fr 4'-0" O.C. W/(4) 16d o CONSTRUCTION TILE OVER 1/2" CEMENT A1 .2a 1 1 /2 = 1 '—O" REFERENCE ONLY a NAILS, TYP. o EXISTING ROOF JST. TO REMAIN, 5�� 3 B SOFFIT BOARD o a � � 3 (3) 16d NAILS EACH 2x BLKG. 9'-7" A.F.F. — TYP. (REFER TO STRUCTURAL) ,o� HANGER/JOIST, TYP. CONT. TYP. SIMPSON A34 FRAMING ANGLE o 0 ° �-6-6 B/ SOFFIT A5 @ EA. SIDE OF 2X4 ; `o w ° N 2X4 CONT. W/(2)16d CONT. 2x BOTTOM (3)-10d COMMON NAILS C°? L of o c :rL 9'-1" A.F.F. 2X4 DIAG. BRACE © 48" a $ o `� ° L ° o EACH JOIST, TYP. PLATE 2x4 CEILING JOISTS p p O.C. W/ (3)-10d COMMON G'G�+ EACH VERTICAL 2X4 TO 2X4 J o , N� �v' o (MAX. 8'-0" SPAN) NAILS TO EACH 2X VERTICAL `rs BLK'G a � a o +, ° CEILING TRANSITION W SOFFIT 24" O.C. w/2x STUD F� B/ JOIST c J 11 RECESSED MENU BOARDS ° U BLKG. CONT. © g 2X4 VERT. STUDS � 16" DEPTH BLKG �� ° ° 'a °~' a v PROVIDE FULL ELEV. VARIES c c 0 3 0 •o of MID-SPAN SIMPSON H3 @ EA. ° O.C. Q ° c �, ° 2X4 © 16 O.C. VERT. STUD & o o ° .T vi w' ff f ff © EA. SIDE of rn.� of of If A1 .2a 1 = 1 —0 A1 .2a 1 " = 1'-O" WOOD FRAMING STUD WITH 10d NAILS BRACE TO ATTACH W/ (4)-10d aci ° B�2� cf•o CONT. 2x6 OF 2X4 COMMON NAILS © 48" O.C. o ( ° °` ` CONT. 2x PLATES ATTACH INTERMEDIATE STUDS N o c v 3 ° o 0 a 2X4 DIAG. BRACE _ ° v c s 1. GRID SYSTEM TO BE HEAVY DUTY T-BAR. INSTALL PER ESR-1222 >, @ 48" O.C. ATTACH W/ (2)-10d COMMON NAILES ° c v o o °c c 2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE 2- 1/4 x 3 LONG r s ° d ° c GUSSET TO BOTH � �- �, „- v CEILING GRID SHALL BE ATTACHED TO THE CLOSING ANGLE. THE OTHER X SIMPSON SDS SCREWS @ CONT. 2X6 c c+� aN END SHALL HAVE A 0.75" CLEARANCE FROM THE WALL. CONT. 2x12 16" O.C. BRACE AND VERT. 0 v o c ' E c STUD W/ (3)-10d o c ° v y o 3. ENDS OF MAIN RUNNERS AND CROSS RUNNERS SHALL BE TIED o o C x y N U C N t N TOGETHER TO PREVENT THEIR SPREADING COMMON NAILS •.2 c y 0 � 0 4. ALL TERMINAL ENDS OF MAIN RUNNERS AND CROSS TEES MUST HAVE CEILING AS SCHEDULED, TYP. r v ° TILE OVER Y2 A VERT. HANGER WIRE WITHIN 8" OF EA. WALL OR CLG DISCONTINUITY. PROVIDE PAINTED CEMENT BOARD ° ° o aci c°° CEILING OVER Y2 PLYWOOD O ° N - w a'o xQ 1/2" GYP. BD. ELEV. AS SCHEDULED FIRE BLOCKING .0- ':� o g AROUND SOFFIT = Q � ° N ° v 8" MAX 10d NAIL (FOR WOOD) OR - 1/2" GYP. BD. - o; '; o L #10 SCREW (FOR METAL) O ° o° o g, u �, ~ a o EXTENDED 6 ABOVE C� ROOF FRAMING MEMBER 6'-0" MAX 12'-0" 6'-0" MAX CLG. LINE (TYP.) MEMBER NDAAS REQ DFRAMING CONT. 2X4 PLATE o 3. o 3 0 0 L PROVIDE MTL. SLIDING TRACK PER B SOFFIT ® ° ` 4-12 GA. WIRES 90° CORNER BEAD DECOR PACKAGE o Q o � � (f. v TO EACH OTHER a of L MOULDING (TYP.) LAMINATE PANEL PER 3 SECTION @ MENU VALANCE W = `•- ° °_ NL C45*EILING PLANE OF DECOR PACKAGE a ~ a 3 7 CEILING TRANSITION w SOFFIT A1 .2b 1 ))= j )-0)) REFERENCE ONLY z W � �_ m oco p� W UCO SUSP. ACOUSTICAL m , 0 w TILE A1 .2a N.T.S. REFERENCE ONLY } p0 cnN � � Z = D N w Q N \ w N MAIN T-BAR RUNNER 4'-0" _ J N z W g o . 0 3/4" CLEAR MIN. SEE NOTE ABOVE. z o N U 2" X 2" ANGLE MOLDING- USG OR EQUAL TO BE FASTENED WITH 14D WOOD SCREWS @ 16" O.C. USE WIRE HANGER USG ACM7 SEISMIC CLIP AS ALT. ESR-1222 Q U 2X BLOCKING AT CEILING 0 0 TYPICAL INTERIOR PARTITION WALL 0 #12 GA. VERT. WIRE HANGER, N GRID LEVEL ADJACENT TO TUBE CEILING AS SCHEDULED UNDERSIDE OF FLR. OR ROOF STRUCT. ABOVE Q g DONN COMPRESSION POST. g MODEL TO BE DETERMINED BASED 0 w U o Z z ON REQUIRED LENGTH: I w 0 a - VSA 18/30: LENGTH 18" TO 30" o USG COMPASSO 0 Z W � ui � VSA 30/48: LENGTH 30"-48" O Q < cn a TRANSITION TRIM - Q j N = 45 DEGREE NP. FLAT BLACK O W Ld Q� u a '�MAIN RUNNER m CEILING PLAN o L_ UJ Lo z Lo CROSS RUNNER 0 0 O J 0LD M ® VERTICAL COMPRESSION STRUT 4" - 6" LLJ z g W COMPRESSION STRUT W/ LATERAL � w w ro DIRECTION BRACING @&1 6'-0" MAX. FROM X LATERAL WIRE BRACING CEILING AS O X v0f o x _ o ui PERIMETER WALLS NOTE: CEILING AS SCHEDULED SCHEDULED N LLJ o U W N o 12 GA. VERTICAL WIRES SHALL BE USED AT 48" O.C. PERIMETER HANGARS SHALL BE 8" MAX. FROM WALL AND NOT MORE THAN 1 IN 6 OUT OF PLUMB. 10 SEISMIC CEILING DETAILS g ACOUSTIC CEILING TRANSITION 4 ACOUSTIC CEILING TRANSITION o A1 .2a 1 1 2 = 1 —0 COORDINATE W DECOR A1 .2a 1 1 /2"= 1 '-0" COORDINATE w/ DECOR • • a N.T.S. 2a V' CEILING DETAILS