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HomeMy WebLinkAbout0815.93.60KEYNOTES (0rl go 7,16 7.4 � 1-b 7,14 7.24 7--z �• DMSION 2 - SITEWORK / •A/ / 2.1 FINISHED GRADE - SEE CIVIL DRAWINGS. Ws " `+ J 2.2 MIN. 4" DRAINAGE FILL ON VAPOR BARRIER. ' 23 6' DIA. PERIMETER DRAIN TILE. 8.9 T 7r2�c �.� � DIVISION 3 - CONCRETE ��L 3.1 4` CONCRETE SLAB W/ 6 X 6 X W1,4 X WIA, 3.2 CONCRETE 5'q 7.20 ii l / ? b i 3.3 CONCRETE TERRACE SLAKE SSEECTCML�DRAW NIGSS 7 q. ' 3.4 5' CONCRETE SLAB ON 2" COMP. DECK. 3.5 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS. V_ 3.6 CONCRETE SIDEWALK -SEE CIVIL DRAWINGS. 7. 3J CONCRETE STOOP -SEE CIVIL DRAWINGS CSO 5.2 7.8 I ' l ! • 1 \, IE NT \ I .8 2 1 /2' CONCRETE TOPPING SLAB CN METAL DECK FORM. I • G 511.�p DIVISION 4 - MA$GNRY ARCHITECTS 4.1 VENEER ANCHOR TRIANGULAR 71E AT 16" O.C. VERT. AND HORIZ.. INCORPORAIED 4.2 FLEXIBLE SHEET FLASHING W/ WEEP-HOLES AT 24' O.C. HORIZ.. -v �--� 4,3 BRICK MASONRY. © Copyright 198 4.4 NOT USED. 5 • I 71 I I{ l O 4.5 12" CONCRETE MASONRY UNIT (C M U ) AA �j 4.6 6" X 6' CONCRETE MASONRY UNIT (C.M.U.).HI�ECTS 9.2 ( 11 _ _ 4,7 6' CONCRETE MASONRY UNIT /� PLANNERS ���� 3/L - (0.1 7.2 4.9 8' CONCRETE MASONRY UNIT �C,M.u.). INTERIOR DESIGNERS �/ 4.10 12 ARCHITECTURAL CONCRETE MASONRY UNIT C.M.U.). OJ' 1 { 4.11 8" ARCHiTECTuRAL CONCRETE MASONRY UNIT (C.M.U.). 1 I. t 11 5, G j r%' ,�- i DIVISION 5- METAL --� I '� t"- .� S 9100 Keystone Crossing STRJC ?ORAL STEE L �71RAWNG MEMBER - SEE STUCTURAL DRAWINGS. Suite BOO 5.2 , 112" METAL ROOF DECK. Indianapolis, Indiana 46240 (317) 848-7800 5.4 STEEL L!NTEL (PAINT) - SEE STRUCTURAL DRAWINGS. 5.3 6' X 6 GA. "C' SHAPED METAL STUDS AT 16" D.C.. O 5.5 BRICK REUE" ANGLE. _ 5 J 79 5.6 3' METAL DECK. SCOPE DRAWINGS ' - "� 5.7 ! 6 GA. STUD ANCHOR. Tt�sss dawi Indicate qw I ree general scope of CANT. `.��5'P, 5.8 4" X '6 GA. C SHAPED METAL STJD AT 24' O.C.. °�•3 �.7 5f - 5 /2I, �• -�--"" QQ � CONT1 N UOU 5 SUS P, >a -,� P �. � the project In term. of �,ltect,.rl �n concept, the dimensions of the building, the 8,8 t �jYT. Si/. 'PIE NUM 5.9 3 5/8" X '6 GA. "C" SHAPED METAL STUDS A- '.6" O.C.. major architecutral elements and the type of P L E N. V M C � .4 , 12 9 l 1 „ structural, dr rnecessarily yu�de to or ds� 4 1 �► 9 eqe a �� C 1 � . G DIVISION 6 - WOOD AND PLASTICS i8+� for Penf°nnan°e and cribs work eonpNlion of the repuMo w is of to Co,- traet. On the basis of the general scope it, 6.1 2 X WOOD BLOCKING. dkated or described, the trade contractor's i -p I -2 q droll furnish all Items requited for On proper I 1. ( 6.2 5/8" WOOD DEC KING. �eroxbn and oompMllon of "work 6.3 2 X 4 WOOD DECKING AT 2' -0" O.C.. •_ � = M I 6.4 112" EXTERIOR G RAD E P1 LYWOOD ETA I L. 6.5 314 VENEER PLYWOOD. I �r � F- 7 �L � E7AIL 66 WOOD BASE (STAIN). �O� 6.7 00D SHIM. 4o I l2 I o 44 I'/2° _ ► -o'' ► 1/2" Loll ;4 = 4a .IVi90N 7 - THERMAL AND MOISTURE PROTECTION 7.' 2" x 24' PERIMETER EXTRUDED POLYSTYRENE INSULATION R -10. 7.2 6" BATT INSULATION (R19). 7.3 VAPOR BARRIER. 7,4 ASPHALT SHINGLES. 7.5 15 FELT JNDERLAYMENT. b - o /g 7.6 90 FELT ICE PROTECTION UNDERLAYMENT. � .I � 5 M n l r 7-16 7.7 METAL DRIP EDGE. Y �, L4 7.8 FLEXIBLE SHEET ROOFING SYSTEM ADHERED - EPOM. a 5 - 7.!0 3 5/8' BAT` , NSULATION (R'3). G��AP� y r�G� 79 3f4" INSULATING SHEATHING. 1`T�r O n ,{ /� a 7.12 2" CAVITY WALL EXTRUDED POLYSTYRENE INSULATION cc �G I� �V L�!i �Or 7• L0 4r 7 1 - O I �/5 ,3 7.' 1 /2" PREFORMED JOINT FILLER 7!3 ROOF INSULATION (R22, NN.). F ►- -7.9 S. 3 7.5 7,20 -cp 9 ,1 73 W 7.' 4 TAPERED ROOF INSULATION Z 7.15 WATERPROOFING. �, / I'� 7.L SA r`-'�� i.i6 PREFINISHED METAL COPING. Cl) \ 4.2 �. 10 j 1, 4 %. ` 7.' 7 PREFINISHED METAL SCUPPER. p Ile - PANEL. y QM D 4 r ` 7.19 PREFINISHED METAL p - + 7.2C PREFINISHED METAL FJISH.iNG. 7.21 PREFINISHED MEA, GUTTER. 7.22 PREFINISHED METAL DOWNSPOUT cc 7,23 MINERAL FIBE 1,24 SEALANT. R rNSULATION W/ FOIL BACK (TAPE SEAMS). M } - • � _ C7.26 EXTERIOR INSULATION AND T;NISH SYSTEM. � Ir0 All' 7.25 PREFINISHED BENT METAL CLOSURE. ,�r 7.27 SEALANT AND 9AGKER RGD, e a 7.28 2' INTERIOR EXPANSION JOINT AND COVER. Z Z4 7.29 2" !NT RIOR EXPANSION JOINT AND COVER (ONE HOUR LIRE RATED) W . 0 4 r3 7.30 2• EXTERIOR EXPANSION JOIN' AND COVER. < d / % C `I 8 ID �'� ONISION 8 - DOORS AND WINDOWS //' • i, r�i 1� v. {CA l� �. ( 7� Ci 8.2 STEEL DOOR FRAME (PAINT). 8.' STEEL DOOR (PAIN) 4 WOOD DOOR (STAIN). 8.4 FO 8.6 ALUMINUM STOREFRONT FRAMING. •••��� -';I ; al/f.0 11 _� 5 -7 8.5 ALUMINUM ENTRANCE DOOR � S n 8.8 1 INSULATED GLASS. 911 7�Cr , 8.7 l4" TEMPERED GLASS. 5 3 8.9 ALUMINUM CURTAINWALL. _ 8.10 ALUMINUM WINDOW FRAMING. - i, - i r3 I 1 �� 8.11 1/4" SPANDREL GLASS. 8.12 1/4' ALUMINUM PANEL (PAINTED FINISH) 7 17, 8.13 ALUMINUM THRESHOLD. 8.14 FIRE RATED CLASS. DIVISION 9 - FINISHES -2 9 51T HED GYPSUM WFALLBOAR.D, USE TYPE X FOR RATED ASSEMBLIES. SEE FINISH \ 9.2 3 5/8" 25 GA. STEEL STUDS AT 16" O.C. 9.3 ACOUSTICAL TILE CEILING. 9.4 SUSPENDED 5/8' EXTERIOR GYPSUM WALLBOARD 0 T I I O 9.5 SUSPENDED 5/8• GYPSUM WALLBOARD. I` 9.6 2 1/2" X 25 GA. STEEL STUDS AT 16' O.C.. p II = ! ' 1../ 9.7 GYPSUM WALLBOARD MOLDING. -c 1� A 9.8 METAL CORNER BEAC. 1 L 99 ONE HOUR RATED SHAFTWALL SYS EM. -Ou I 1 9.10 719' X 25 GA. STEEL FURRING AT 16" O.C. 1 /28 - l 1 -Oil DTWSION 10 - SPECIALTIES 10.1 PREFINISHED DECORATIVE METAL LOUVER W/ BUG SCREEN. 10.2 PREFINISHED METAL -OLIVER W/ BUG SCREEN. (VERIFY SIZE AND LOCATION W/ MECH.) I i } loll Q 7, z IC0 � J -7.4 7,20 7.2 7.25 a 4 . -• Q . a . . , , ri 72 �a ° 10.1 U -7.3 0' o v a -7.I1 J _ 2f2 J�� �� ' 4,2 Cn _ 7.24 O = 4 �O LLJ r5 1.24 W t� 4 5.8 9.' 7,2(0 - _t 8•l0 I , 2" - - - - -- - �" W z 8.a i Q 1� T At «" 7/,,I itT�I I-- D A I L. 3 x o= . ��21I = �!otl � ��2r= I -OI IY2 0 4o z U 5'3 1,2 7 q �t 8,8 - 2Y2 ( Q C?. l 4,3 IL - 7, ?l 7.2 X0.5 Z \ 7 2 � � �Gi51 FRF /`r 42 > 5 I o'•• ���. y N0. = • 00034128 �r f I ' 1 STATE OF 7.20 _ ,� - LA O �Q lfltllitl CERTIFIED BY �'o o 4.3 d Co �' 7,24 7:24 7,2(o 9 7 3 d t - o 6e ' 4' 0 x - - - -- �d� 'Tr� Q � �� � J 4. 7.74 16 0 > - 5,7 7,9 SHEET NO 2,2 4.5 o Q 2.2 • 5,3 3 4 i A406 SHEETS V/z z OF '"�" /� D L FILE N O F I 1 A I L ! � I (2 O E T 4 1 I 92217 (� F. T 4 f 1yZII _ (.Dil o" i /2t - I' qp Tito r- J! o°