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HomeMy WebLinkAbout0815.93.61i� J i •�f , r[ 41 A I L i itto = 1=0" OFT41 L 30 IN,- IL D" 407 -IL �il2n, I' -o'' 4v7 4;0 040 - 1 _ V -0 W j ION IN VF-tdT 5TIZ1p 9 D F=T A I� 2� I'ha = 11.10% 407 D �T A 1 ��2 4- IZ",Jo Aq�7 0ETAIL_ 27 a.a I j z 8.9 ' { 5 ! W W ' > U- �� t t IT D. ba- 211 -- i - - ---- - - v -- - I � i 1 _ p• r -- -- ,- - - -- - L 2 I L0' 407 D F_ TA�L ith$ s ILO" rAH en r). -4-- 1 e 1 i f-n. . Ai- . . fw.In. 4i -T-^ e7 I EI r KEYNOTES DIVISION 2 - SIT. EWORK 2.1 FINISHED GRADE - SEE CIVIL DRAWINGS. 2.2 MIN 4" DRAINAGE FILL ON VAPOR !BARRIER. 2.3 6" DA. PERIMETER DRAIN TILE. DMSION 3 - CONCRETE 3.1 e CONCRETE •SLAB W/ 6 X 6 X W1.4 X W1.4. 3.2 CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS. 3.3 CONCRETE TERRACE SLAB - SEE CIVIL DRAWINGS. 3.4 5 CONCRETE SLAB ON 2" COMP. DECK. 3.5 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS. 3.6 CONCRETE SIDEWALK - SEE CIVIL DRAWINGS. 3.7 CONCRETE STOOP - SEE CIVIL DRAWINGS. 3.8 2 1/2" CONCRETE TOPPING SLAB ON METAL DECK FORM. DIVISION 4 - MASONRY 4.1 VENEER ANCHOR TRIANGULAR TIE AT 16" O.C. VERT. AND HORIZ.. 4.2 ' LEX!BLE SHEET FLASHING W/ WEEPHOLES AT 24" O.C. HORIZ. 4.3 9RICK MASONRY. 4.4 NO' JSED. 4.5 12" 3ONCRETE MASONRY UNIT (C.M.U.). 4.6 6" X 6" CONCRETE MASONRY UNIT (C.M.U.). 4.7 6' CONCRETE MASONRY UNIT SC.M.U.). 4.8 8" CONCRETE MASONRY UN!' 4.9 q' CONCRETE MASONRY UNIT �C.M..i.), 4.10 12" ARCHiTEC%RAL CONCRETE MASONRY UNIT (C.M,U.). 411 8" ARCH :TEC "ORAL CCNCRETE MASONRY 'JN!-1 (C.M.U.). OIVSION 5 - METALS 5 1 STRUCTURAL STEE RAMING MEMBER -SEE STUCTURAL DRAWINGS. 5.2 ' 112" METAL ROOF DECK. �.3 6" X '6 GA. "C" SHAPED METAL STUDS AT 16" G.C.. 5.A S +EE'_ LINTEL (PAINT) - SEE STRUCTURAL DRAWINGS. 5.5 BRICK REUE_ ANGLE. 5.6 3" METAL DECK. 5.7 !6 GA. STUD ANCHOR. 5.8 4" X '6 GA. •'C" SHAPED METAL STUD AT 24" O.C.. 5.9 3 5/8" X '6 GA. "C" SHAPED METAL STUDS A- '6" O.C.. DIVISION 6 - WOOD AND PLASTICS 6. ; 2 X WOOD BLOCKING, 6.2 5 /9' WOOD DECKING. 6.3 2 X 4 WOOD DECKING AT 2' -T O.C.. 6.4 ?12" VENEER GRADE PLYWOOD. E _T A 6.5 3/4° VENEER PLYWOOD. 6.6 WOOD BASE (STAIN). 5.7 MOOD SHIM. i I�2 I _ (� O" � ;V ^StOI 7 - THERMAL AND MOISTURE PROTECTiON 7 2" x 24" PERIMETER EXTRUDED POLYSTYRENE INSULATION R-•0 7.2 6" BAT' INSULATION (R'9). 7.3 VAPOR BARRIER. 7.4 ASPHALT SHINGLES. '.5 51 ELT JNDERAYMEIT. 7.6 90# FELT 'CE PROTE17�ON UNDERLAYMENT. 8,r 7.7 METAL DRIP EDGE. GJ 7.8 `LEXIBLE SHEET ROO ING SYSTEM ADHERED - --POW. 7.9 3/4" INSULATING SrEATHING. 7.'0 3 5/8" BA- .NSULA -'ON (1313). S "� 7 ' '/2" PRE--ORMED JC ;N_ FILLER. /i�� `A .AP2 PGGp_e' 7.12 2" F ! S 'NAIL XTR' DED POLYSTYRENE 'NSu ATICN 1 rfi i :3 ROOF 'NSA A lON 'R22, MIN ). 1� I q POP-? I t.t 4 ;AP RE,; KOF NS, -A ON. 7.' 5 WATERPROOFING. METAL t►�4E ��1'R� P 6 PREFINS +ED ME A �GPINC. 7.' 7 PRE71VSHEC ML A, SCUPPER. vLK 'OFF ►�4•� ?. $ PRE'ORMED WE-AL PANE_. 7.19 :REFINISHES MEAL �ASC1A. PRE- N�SHE� ME-AL -' ASHING. 3 f 7.2' PREFiNISHEO M GETTER. 7.22 DIRE r NISHED METAL DOWNSPOUT 7.23 MINERAL FABER NSULA'ION W/ FOIL BACK ('APE SEAMS). 7.24 SEALANT 7.25 PREFINISHED BENT METAL CLOSURE. _ a 0 •O ' r 1.2B EXTERIOR iNSULA;!ON AND FINISH SYSTEM. 7.27 SEALANT AND BACKER ROD. 7.28 2' 'NTERIOR EXPANSION JOINT AND COVER. r ° 7.29 2" NTERIOR EXPANS GN JOINT AND COVER (ONE HOOR 'RE RATED). 7.30 2" EXTERIOR EXPANSION JOINT AND COVER. a � � f DIVISION 8 - DOORS AND WINDOWS U 8.1 STEE_ DOOR 'PAINT; STEE DOOR FRAME ;TAINT;. 8.3 WOOD DOOR (STAIN` 7.11 J d d $-4 FOLDING DOOR d ° 8.5 ALUMINUM ENTRANCE DOOR. 8.6 ALUMINUM STOREFRON' FRAMING. 8 7 4'' TEMPERED GLASS. 8.8 ` INSULATED GLASS. e 8.9 ALUMINUM CURTAINWA__. A 8.10 ALUMINUM WINDOW FRAMING. © 8.:' /4" SPANDREL 'LASS, 8.12 114' ALUMINUM PANE_ (PAINTED FINISH). 8.13 ALUMINUM THRESHOLD. 8.14 FIRE RATED GLASS. DIVISION 9 - FINISHES 9 ' 5/8" GYPSUM WALLBOARD, USE TYPE X FOR RATED ASSEMBLIES. SEE FINISH SCHEDULE FOR ;INISHES. 9.2 3 5/8" 25 GA. STEE'_ STUDS AT 16" O.C. 9.3 ACOUSTICAL TILE CE _ NG. 9.4 SUSPENDED 5/8' EXTERIOR GYPSUM WALLBOARD 9.5 SUSPENDED 5/8" GYPSUM WALLBOARD. 9.6 2 112" X 25 GA. S-EEL STUDS AT 16" O.C.. 9.7 GYPSUM WALLBOARD MOLDING, 9.8 METAL CORNER BEAD -T L 9.9 ONE HOUR RATED SHAFTWALL SYSTEM. 9.10 7/8" X 25 GA. STEE-_ FURRING AT 16" O.C. 11h" II -O'' D!WS!ON 10 - SPECIALTIES 110.1 PREFINISHED DECORA -!VE METAL LOUVER W/ BUG SCREEN. 10.2 PREFINISHED METAL -OUVER W/ BUG SCREEN. (VERIFY SIZE AND _OCATION W/ MECH.) Tl�t 72¢ �--- J � U 1�RTA1 L 22 �EiAI L �9 N .9 NO�.� REG � 55 � O SR 1 G►C. }!� ou7 F�-u 5N Atz'ou too OFTAI L `Y = 11-011 F_7AIL 11�2� -1�pn k I$ SUS P, f1E �AUM 31.211 CSO ARCHITECTS INCORPORATED © Copyright 198 ARCHITECTS PLANNERS INTERIOR DESIGNERS 9100 Keystone Crossing Suite 800 Indianapolis, Indiana 48240 (317) 848.7800 SCOPE DRAWINGS These drawings Indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architecutral elements and the type of structural, mechanical, electrical aystems. The drawings do not necessarily indicate or des- cribe all work required for full performance and complston of the requirements of the Con- tract. On the basis of the general scope in- dicated or described, the trade contractor's shall furnish all items required for the proper execution and completion of the work O Z O 2 LLI O ' O O, •• Q Y a ik O m Y IZ a O LU m I- rn o co m N Q M � m O t co 0 � V T U ry D U) _ J_ U � W I 0 Cr 0 Q i W V ~ O = w Z U 011111 „r.,,,, T Q4 '�,,: ���` � � GAS' �R'cp�•1' 1 � 0" •; _ 00034128 • STATE OF G ° C H 11��� �r�r�Tnatta��� CERTIFIED BY SHEET NO A407 OF SHEETS FILE NO 92217 I • 1