Laserfiche WebLink
PARTITION, SEE WALL <br />TYPE ON PLAN <br />5/8" TYP X GYP BD <br />1/4" FETAL COVE STRIP <br />OR "L°" TRIM <br />SEE WALL <br />Mi �'tw*l I <br />Q <br />n <br />a <br />a <br />EPDXY COVE <br />SCALE: 311=1'-0" 1A10-14 A540 <br />FR SEALANT <br />1-5/8""' MTL STUD ( <br />CLIP ANGLE EA SI <br />r " <br />f 1 1t 9 <br />� d 7 <br />" 1 3" <br />�s r <br />3 <br />{ y 8 d y <br />{r� � I 3 <br />SCALE: 3'°=1'-0" A65 A540 <br />TACKER ROD AND ACOUSTIC <br />SEALANT <br />"HROUGH PENETRATION <br />DEFLECTION TRACK <br />1 LAYER 5/8" TYPE X <br />GWB EA SIDE <br />31 /2" (R-10)BATT — <br />INSULATION <br />SCALE: 1-1/2"=1'-0" <br />EXTERIOR CONT. URETHANE <br />SEALANT AROUND ALL <br />EDGES OF FLASHING <br />TOP AND BOTTOM COVER <br />PLATE ASSEMBLY - RIVET OR <br />SCREW TO SIDING PANEL <br />TOP (BOTTOM) AND SIDES <br />OF PLATES ---___ <br />V MIN OVERLAP <br />PIPE, SEE <br />MECHANICAL <br />CONT. URETHANE <br />SEALANT 3/8" MIN. <br />FILLET AROUND PIPE <br />INSULATED -CORE <br />METAL WALL PANELS <br />SCALE: 3"=1'-0" <br />R.21m N Jul <br />0 <br />O <br />TSS <br />FIRE RATED SEISMIC <br />BASEPLATE 7 JOINT SYSTEM <br />BELOW <br />.1 <br />A65 I A546 <br />_ 0 <br />0 U ! BEAM CLIPS OR STUDS <br />/ 1-1/4"61/4" 20 GA STEEL <br />ANGLE WITH PERFARATED <br />(1) LAYER 5/8" TYPE X GWB. WITH 1/4" DAM HOLES <br />EXTEND TO WALL AT BASE. <br />SEE UL DESIGN N501 SHEET A599. <br />SEE UL DESIGN X528 SHEET A599 FOR BEAMS RUNNING NIS AND ATTACHED TO <br />COLUMNS. SEE SEE DET 4/A541 FOR BEAMS <br />1 HR FR WALL RUNNING ElW AT GRID 4. - <br />ATSUBSTATION� ® II HR FR BEAM PROTECTK)N <br />1 HR FR COLUMN PROTECT0 AT BEAMS ATTACHED TO COLUMNS <br />COLUMN & BEAM PROTECTION <br />81, SEE 3/S591-08 FOR <br />ADDITIONAL NOTES <br />TOP OF SLAB <br />- a <br />n <br />1-1/4"xl-1/4" 20 GA STEEL <br />ANGLE WITH PERFARATEg n <br />WITH 1/4" DIAM HOLES <br />q <br />SECTION <br />(2) LAYERS 5/8" <br />TYPE X GWB <br />SCALE: 1-1/2"=T-0°° <br />it 1l W,,.I, <br />STAINLESS STEEL <br />CLAMPING RING <br />PRE -MOLDED PIPE BOOT <br />(PORTALS PLUS OR EQUAL) <br />PVC FLASHING <br />SCALE: 1-1/2"=l'-0 - RFA10-14 A 0 <br />SINGLE OR MULTIPLE (7 MAX) <br />PENETRANTS, STEEL PIPE, COPPER <br />TUBING, OR CONDUIT, SEE UL <br />FIRE STOPPING NOTES <br />t PER IBC 110.3.6, PROTECTION OF JOINTS AND PENETRATIONS IN <br />FIRE -RESISTANCE -RATED ASSEMBLIES, SMOKE BARRIERS AND SMOKE <br />PARTITIONS SHALL NOT BE CONCEALED FROM VIEW UNTIL INSPECTED AND <br />APPROVED BY BUILDING OFFICIAL. <br />Z CONTRACTOR SHALL SUBMIT SPECIFIC DETAIL FOR EACH PENETRATIONS <br />TYPES. EACH PENETRATION DETAIL MUST BE APPROVED BY DESIGN <br />ENGINEER PRIOR TO START OF ANY WORK ON THAT PENETRATION. <br />3. THESE TYPICAL DETAILS SPECIFY DESIGN INTENT. ALL PENETRATIONS <br />SLOPE TO DRAIN <br />THROUGH BUILDING ELEMENTS SHALL BE MADE WITH LEAST OVERSIZE HOLES <br />INSTALL 4' LONG FRP PANEL <br />ON EXISTING PLYWOOD <br />PRACTICAL AND SHALL BE SEALED WITH SEALANT OR SEALANT AND <br />WAINSCOTT FROM TOP OF <br />ESCUTCHEON. PENETRATIONS THROUGH FIRE RESISTANCE RATED BUILDING <br />91/2' COVE TO4'-6AFF <br />ELEMENTS SHALL CONFORM TO APPROPRIATE LISTED PENETRATION <br />SYSTEMS. SEE SPECIFICATION SECTION 07 8413 FOR APPROVED FIRE <br />THIS DIMENSION Is FROM <br />STOPPING MANUFACURERS, <br />FACE OF PLYWOOD WAINSCOT <br />INSTALL FRP ON GWB FROM <br />TOP OF COVE TO 4'-6 AFF <br />4. SEAL ALL PENETRATIONS AFFECTED BY THIS PROJECT FOR FIRE'RATED <br />THIS DIMENSION IS FROM <br />SEALANT' SEE SPECIFICATION 07 8413, FOR °SEALANT° SEE SPECIFICATION 07 <br />FACE OF GWB. <br />92 00. PROVIDE BACKING ROD OR MINERAL FOOL PACKING AT ALL <br />PENETRATIONS MADE THROUGH MALL, FLOOR, OR ROOF ASSEMBLIES INHERE <br />REQUIRED BY UL DESIGN, PROVIDE METAL SLEEVE TO CONFIRM PACKING <br />THERE NEEDED. <br />Ll <br />5, MAKE INDIVIDUAL CONDUIT PENETRATIONS, CUT NEAT HOLE THROUGH <br />EXISTING WALL, SIDING OR FLOOR SLAB. MAKE HOLE 1/2" GREATER THAN <br />CONDUIT DIAMETER AT WALL OR SIDING AND 1" GREATER THAN CONDUIT <br />DIAMETER AT FLOOR SLAB OR AS RECOMMENDED BY SEALANT <br />MANUFACTURER. ARRANGE MULTIPLE PENETRATIONS TO MAINTAIN AT LEAST <br />2-INCH EXISTING SIDING BETWEEN HOLES OR PROVIDE MULTIPLE PENETRANT <br />FIRE STOPPING DETAIL. <br />NOTE; <br />ALL DIMENSIONS ARE FROM FACE OF STUD(S) OR FACE OF TRENCH UNO, <br />TRENCH 4 l <br />SCALE: 3/8"=1°-0" 1A10-14 A540 <br />METAL STUD WALL WITH <br />5/8" GWB EACH SIDE, SEE <br />WALL TYPES, <br />�f x<. <br />>l <br />3 <br />w7oi <br />_a <br />3 <br />4 3 <br />SCALE: 1-1 /2"=T-0" <br />MINERAL WOOL AT <br />FIRE RATr:n ""'A°' <br />DESIGN FOR APPROVED <br />= <br />Q METAL DECK <br />PENETRANTS <br />o <br />—FIRE RATED MORTAR <br />-a ." <br />CONCRETE FLOOR <br />, <br />_ - - 0.145"61/4" POWDER ACTUATED FASTENER @ 16" O.C. <br />MAX TYP, c <br />- <br />SLOTTED SLIP TRACK OR DEFLECTION TRACK <br />STUDS ATTACHED TO TRACK WITH #8 WAFERHEAD SEE V <br />FRAMINGS SCREWS AT MIDDLE OF SLOTS, <br />a <br />ABOVE CEILING AT NON RATED WALLS <br />TYPE S BUGLE HEAD SCREWS ATTACHED TO STUDS, DO <br />SEE WALL <br />NOT ATTACH WALL FINISH TO SLOTTED TRACK. <br />TYPE -' <br />WHERE CEILING OCCURS, SEE REFLECTED CEILING <br />PLAN, <br />BASED ON UL DESIGN: <br />CUT STUDS TO V SHORTER THAN ASSEMBLY HEIGHT, <br />SINGLE OR MULTIPLE PENETRANTS C-AJ-1631 <br />P1CCR Cl'TR/lAl TI-AArli/ 411 rnDMn9'r,fI&P1R0 As° f'V'9'rAl(lR916\I Sao TP1TA1 <br />SCALE: 1-1/2"=1'-0" A540 SCALE: 1-1/2"=l'-0" A540 SCALE: 1-1/2"=1'-0" <br />lgi 1, r t ,l <br />SCALE. 1-1 /2°I-1 °-0" <br />l <br />METAL STUD WALL WITH <br />5/8" GWB EACH SIDE. SEE <br />WALL TYPES. <br />• <br />bUALl=: I - IIL = I -u A3555 A540 <br />"'NERAL WOOL 4 PCF COMPRESSED 33% IN FLUTE <br />RE RATED WALLS <br />WHERE TRACK @ HEAD DOES NOT FALL ON FLUTE: 20 GA GALV <br />STEEL CONTINUOUS STRAP FASTENED TO DECK WITH STRIPS <br />IN CONTACT WITH BOTTOM OF DECK. FASTEN TO FLOOR <br />ASSEMBLY WITH STEEL FASTENERS.@ 16" O.C. AND 2" MAX <br />FROM ENDS AT JOINTS, FASTEN AT MID FLUTE. <br />WHERE TRACK HEAD FALLS ON FLUTE: EXTEND GWB TO DECK <br />AND SEAL AT FACE WITH FIRE SEALANT. <br />MIN. 20 GA SLOTTED TRACK WITH 3" LEGS WITH 1 1/2" SLOTS. <br />OR APPROVED DEFLECTION SYSTEM. INSTALL PER <br />MANUFACTURERS WRITTEN INSTRUCTIONS. <br />CUT STUDS 1°' SHORTER THAN ASSEMBLY <br />HEIGHT <br />ACOUSTIC BATT INSULATION <br />WHERE DESIGNATED <br />DEFLECTION TRACK V COMPRESSION, V EXTENSION, 2" TOTAL <br />FIRE RATED HEAD BASED ON UL HW-D-0633 <br />COMPRESSION TRACK HEAD 13 <br />5174 <br />REGISTERED <br />ARCHITECT <br />�� � <br />ROBERTA L. GHIGLIAN® <br />STATE GF WASHINGT®N <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />DRAWN <br />R, PINLAC <br />DATE <br />06.18,19 <br />SUBTRTLE <br />DETAILS <br />CHECKED <br />R. PINLAC <br />XX,XX.XX <br />ENGINEER <br />R, GHIGLIANO <br />XXeXX.Xr`( <br />TITLE PFP SPAR PAINT BOOTH 1 AND 2 <br />BUILDING <br />ARCHITECTURAL MASTER <br />APPROVED BY <br />DEPT. <br />DATE <br />I <br />CHECKED <br />L. COSGROVE <br />XX,XX.XX <br />APPROVED <br />R. PLUCINSta <br />XX,XX,XX <br />APPROVED <br />R. THIRTYACRE <br />XX.XX.XX <br />CURRENT REVISION ISYMBOL DATE <br />W5983281 I A XX.XX.XX <br />