Loading...
00-0061-015 KEYNOTES WALL SECTION. -r^ REVISIONS BY .. .. ,...,..,_ W 1. ROOF TRUSSES AT 24" 0,C. (M E TO STRUCTURAL DWGS) _ Z ° o Z 2. R-30 INSULATION 3. NOT USED _ n , n `n V9 4.NOT UD a SE z 5. 1/2" DRYWALL ON 1' X 2" P.T. WD.FURR>IG STRIPS At 24" OA. 12 _ W AND R-42 B48ULATION �6 6. 4" CONCRETE SLAB (SEE STRUCTURAL DWGS) I. NAIL ON FLAT CEMENT TILE ROOF ON (1) LAYER SO' 8 MINERAL SURFACE H ED OT MOPP TO (1) LAYER 30' ASPHALT 18 FELT TINTAC<sED TO %" COX PLYWOOD. SHTC%. (I YP) \G 15 W 8. Cs,4LY.METAL SEAT AND STRAP AT EA TRUSS. 2 11 W 3 GALV. METAL DRIP. TOP OF T B. N IN- 0 ELEV= +19'-9" I� (fl Op 3 0) " 10. NOT USED � O 11. STUCCO ON RI5 METAL LATH. 22 0) O O a 12. 8" C.M.U. 1l 9 Lo 13.MARBLE WINDOW SILL N ���\\ 14 O ° Q �� t/) O W z 14. CONC. TIE BEAM IEEE BTRUCT. DWGS) r) O W " In 2 ' X 23" NON CORROSIVE PREFAB. SCREEN VENT AT 2'-5" O.C. V) O 0 Z 16 B . SASE BOARD 21-011 = J 1'1. I" X 2" P.T. WD FIRE STOP. (8'-0" O.C.MAX) 1'i O W� l..L W r4) U W - r 18. 2 X 4 LATERAL BRACING 0 10'-O" G. Z _j O� W 13 NOT USED 20. SEE FINISH SCHEDULE. FOR FLOORING Z Q 2 X a- o Q Z 21. PRE-FABRICATED COMPOSITE SLA5 O � J O W LLI U 22. TEXTURED FIN. ON 112" DRYWALL ON METAL FURRING STRIPS 16" Oz. c0 O 23. MONOLITHIC C DNC. FOOTING . (SEE STRUCTURAL DWGSa _ 0 24.NOT USED 25. NOT USED 1p 26.NOT USED S 10 311 H 2J v W 21. NOT USED SOFFIT VENT C LCULATIONS � 28. NOT USED O 0 C9 0 2% NOT USED 231 SQ Fr.x 144 " 4*304.00 BCC.INCMS � Z � 30. 2" x 4" CONTINUOUS P.T. WOOD O° /�O • 8°' o 31. HILTI PIN ON 12 P8 0 12" O.C. �� �t/ 23 8a X I1� A�ox 112 tats.VENTS r�autQED. Or 212'-0' / 12 " 2'-D" O=(MAX) O a 32. 18 SWG GAL. STEEL WIRE TIE. MWS 2'x 24'VENTS WITH GEAR SCREEN VENT 1"x 23' . 23 Sa K) O 33.METAL FURRING CHANNEL, 16" O�G. ° a 16 r 19 20 12 r 1 21 12 TOP OF T$. ELEV= 10'-4" �. G 8 30 Q z TOP OF T.B. 33 31 j ELEV= +9'-I" lu IL 32 a 22 14 11 GYPBOARD FASTENED TO MTL.FURR3 AT Ib" Or_ SECU 14 = TO EACH JOIST WITH No. 18 SWG GALV.STEEL WIRE DOUBLED 22 Z -STRAND SADDLE TIES.CHANNELS SPLICED WITH ADJOIND43 W PIECES OVERLAPPED TIM" AND TIM TOGETHER USA�Irs DOUBLED-STRAND OF No. 18 SWG GALV.STEEL WIRE 11 AT EACH END OF OVERLAP. o 21-011 ._ d `J W I -4 dE Z 2 V D W V O O Z W C ♦-4 �— `K W cn S ° W t N C3 _1 z cz L O i N 13 13 O � 5 Q a w r 5 f ui 5 ( 1 WE W_ 12 V r FN REV>9M 0 6 16 23 / MODEL A a 20 2p FIN. FLOOR LEYF O O ~ i ELEV= O'-O" 1 E u fq x CHECKED BY O.P. o V \\/\\\\/\\/\\/\\/\\\\j 00 DRAWN BY N NR s \ , \ DATE 02/01/00 cn w JOB 9ro28 � w 1 WALL SECTION 3/4 WALL SECT ION 3/411 2 a SHEET W A-7 LL W Q I OF SHEETS N t o n� of rlo. •,� r* � 1 y A R C H. NO 7 1 2