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SEE SHT RA1,1 <br />FOR UL RATING <br />DESIGNS <br />GA WP 4135 <br />STAIR <br />2 6 <br />2 LAYERS <br />6/8" GWB OVER <br />(CHECK STRUCT: <br />OR SHEAR PANELS) <br />TJI FLOOR JOIST <br />SEE DET #31 & #32 <br />RC-1 CHANNEL <br />IN ELEV NEXT <br />TO UNITS <br />2 <br />2 <br />1 HR FLOOR CEILING <br />ASSEMBLY AS PER <br />GA FILE NO. FC 5111 <br />(SEE SHT RA1.1) <br />31/2" INSUL <br />FURRED OUT WALL <br />IF ELECTRICAL IS <br />GA FILE <br />REQUIRED 21 <br />WP 4135 <br />A5.6 <br />SEE SHT RA1.1 <br />FOR UL RATING <br />DESIGNS <br />GA WP 413E <br />2 6: <br />STAIR <br />2 LAYERS <br />5/S" GB <br />2 HR WALL <br />2LAYERS <br />UNIT <br />5/8" GWB OVER <br />(CHECK STRUCT. <br />FOR SHEAR PANELS) <br />) <br />5/3" GWI3 <br />RC-1 CHANNEL <br />IN ELEV NEXT <br />TO UNITS <br />\) <br />=GAFILE <br />31/2" INSUL <br />2 FIR STAIR WALL <br />I IN l'. ". - s� <br />2 HR f �� <br />STAIR r <br />} }�_ �� ROOF <br />t 3...... <br />NINE'(SEE SHT RA1.1) <br />B i <br />STAIR <br />I <br />WON <br />I 1 <br />I w <br />- 1- <br />LIVING UNIT <br />FURRED WALL <br />FOR MEP <br />ANCHOR BOLT <br />AS PER STRUCT <br />DOWNSPOUT,TIGHTLINE <br />TO ROOF <br />"\ :4 J <br />-'r7=7/ %Ii �_ <br />DOWNSPOUT CLEANOUT <br />a R <br />k'r t WALL <br />� s}, =i r STAIR <br />STAIRS <br />2-5/S" GWB <br />31/2" INSUL <br />2—HR CORR WALL @ SLA_ <br />IL LMIN <br />IUL <br />NMI <br />=GAWP <br />1 HOUR ROOF / CEILING,".. Co <br />ASSEMBLY AS PER <br />UL DESIGN NO, P522 ;7 <br />(SEE SHT RA1.1) <br />1 MIN SPACE <br />BETWEEN STUDS <br />W/6i" ari.W.B. <br />31/2" INSUL (4) <br />WSP AS REO <br />SEE STRUCT <br />ireA TY WALL L '� L . ROOF <br />i <br />PARTY <br />i <br />Y <br />f' <br />d FLOOR <br />i- WALL f L i <br />5 s <br />PARTY a WALL L SLAB <br />2a L9pbse <br />—SMEAR PANELS <br />R-21 INSUL <br />— TYVEK <br />UL DESIGN <br />U 356 <br />- SIDING <br />9 <br />A5.7 <br />ROOF OVERHANG <br />3 <br />3/4" GYP-CRETE <br />B <br />R-36 BA-(�@: <br />TJ! FLOOR JOIST c <br />AS PER STRUCT. PLN <br />1 LAYER WRB <br />I' <br />HARDIE SIDING <br />Ili UL DESIGN 1 U <br />U 356 6 <br />A5.1 <br />1 HR FLOOD CEILING <br />ASSEMBLY AS PER <br />GA FILE NO. FC 5111 <br />(SEE SHT RA1,1) <br />✓� <br />T. WALL @ FLOOR <br />R-21 INSUL <br />UL DESIGN <br />U 356 <br />HARDIE SIDING <br />3/4" GYP-CRETE <br />ON 3/4" OSB <br />�%� <br />FLASHING <br />B <br />1 <br />WSP AS RE <br />SEE STRUCOi <br />a ® <br />\\ <br />R-36 BA RIM. <br />TM FLOOR JOIST <br />HARDIE SIDING <br />AS PER STRUCT. PLN J <br />l _ <br />1 LAYER WRB <br />I <br />UL DESIGN <br />' <br />1 HR FLOOR CEILING <br />U 356 <br />ASSEMBI Y AS PER <br />GA FILE NO. FC 5111 <br />11 <br />(SEE SHT RA1.1) <br />A5.3 <br />1 <br />ALL @ FLOOR <br />SIDING OVER <br />R-5 RIGID INSUL BD <br />7/16" O.S.B. SHEAR <br />PANELS <br />R-21 INSUL <br />—P.T. 2x6 PLATE <br />1 /2" CLR <br />® <br />.4 <br />4 . <br />a <br />Al <br />a <br />EXT. WALL @ SLAB <br />12 <br />A5,2 <br />SEE SHT RA1.1 <br />FOR UL RATING <br />DESIGNS <br />GA WP 3242 <br />' <br />Z —8_ <br />CORRIDOR <br />I <br />IT <br />5/8" GWB OVER <br />RC-1 CHANNEL <br />5/8" GWB <br />(CHECK STRUCT: <br />FOR SHEAR PANELS) <br />2 $ <br />i <br />i <br />3 1/2° INSUL <br />SYMBOL ON FLANS <br />pp <br />I� <br />5 <br />A5.4 <br />CORRIDO"R PLUMBING <br />SEE SIFT RA1.1 <br />FOR UL RAVING <br />DESIGNS <br />CA WP 3510 <br />2x STUDS <br />a@ 16" C.C. <br />5/81° G.W.B. <br />5/8" G.W.B. <br />ALL PENETRATIONS AND <br />OPENINGS SHALL MEET <br />TABLE 503.4 <br />SYMBOL ON PLANS <br />I <br />A5.1 <br />TYPICAL INTERIOR WALL <br />EXTERIOR <br />FIRE I <br />6 2� <br />D�n�Gl�s <br />SIDING <br />UNIT <br />FIRETYVEK <br />WSP AS REO <br />5/3" GWB <br />SEE STRUCT <br />SEE SHT RA1.1 <br />6 2 <br />RATED DESIGN <br />CA FILE NO. WP 8105 <br />DETAIL #2 <br />R4211NSUL <br />�^ <br />�! <br />SYMBOL ON PLANS <br />EXT WALL (1 HOUR) <br />INTERIOR <br />EXTERIOR <br />WSP AS REO <br />SEE STRUCT <br />2 <br />Rm21 INSUL <br />TYVEK <br />2 LAYERS <br />i <br />2 LAYERS <br />5/8" GWB <br />DensGlass <br />HARDIE SIDING <br />SEE SHT RA1.2 <br />RATED DESIGN <br />I <br />GA FILE NO. WP 3416 <br />2 6 <br />& UL DESIGN U310 <br />DETAIL #19 <br />SYMBOL ON FLANS <br />it <br />f <br />A5.6 <br />EXT WALL (2 HOUR) <br />V MIN SPACE <br />BETWEEN STUDS <br />3112" INSUL <br />5/6" G.W.B. FIRE <br />STOP @ 10'-0 <br />O.C. MAX <br />7 <br />1 <br />' <br />Lu <br />STC 50 (MIN) <br />SYMBOL ON P S <br />- 1 <br />Lu <br />HR <br />3 <br />LL <br />Seel — <br />TYPICAL <br />PARTY WALL <br />0 <br />' <br />SEE SHT RA1.1 <br />FOR UL SIGDENS RATING <br />GAWP 4135 <br />� <br />, <br />STAIR�� <br />o� <br />UNIT <br />2 LAYERS <br />2 LAYERS <br />5/3" GWB OVER <br />(CHECK STRUCT. <br />5/8" GWB <br />2 HR WALL <br />STATES LICENSED: <br />FOR SHEAR PANELS) <br />RC-1 CHANNEL <br />WASHINGTON <br />ARIZONA <br />IN ELEV NEXT <br />-� <br />IDAHO <br />NEW MEXICO <br />TO UNITS <br />MONTANA <br />WYOMING <br />6 <br />CALIFORNIA <br />COLORADO <br />NEVADA <br />NEBRASKA <br />UTAH <br />MISSOURI <br />ILLINOIS <br />INDIANA <br />31/2" INSUL <br />SYMBOL ON PLANS <br />_f <br />A5.6 <br />TL-921 <br />REGISTERED <br />AP( ulTf=f T <br />2.J <br />DETAILS <br />e.ACALE: N F 4./ <br />