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HomeMy WebLinkAboutA401 Wall Sections.0. PRE�CAn 33�_�• 07 54 OO.A 07 54 00.8 OS 31 OO.A '�.0. DEC�K .Zq�_p i�p^ 05 21 OO.A . CURiAINWALI.� 24_b� � 07 92 �O.A oa ai ao.e 08 41 OO.E 07 92 OO.A 03 45 15.E UTURE FLR. ,` �q'_� FUIUftE STEEL JOIST os m ao.n ) 07 62 OO.0 T.O. PRECAST,� +33'-� 03 45 15.0 03 45 15.A B.O. DECK ,t +29'-� 03 45 iS.E 03 45 15.A T.O. STOREFRONT,� +24'-8" � m sz oo.n 08 44 OO.A 07 92 OO.A FNURE FLR. ,� .,4�-� 03 45 15.A T.O. STOREFRON +10'-8" 07 92 OO.A OB 41 OO.E 07 92 OO.A 08 44 OO.A KEYNOTES DMSION 1 — GENERAL REOUIREMENT$ 01 10 00 iHESE GENERAL NOTES ARF� ORGANRED BASE UPON THE CONSTRUCTION SPEQFlCATIONS INSTITUTE S 33 DIVISION FORMAT. THE ORGANIZATION OF THESE GENERAL NOiES INTO DIVISIONS CONFORMS M GENERAL WRH THE PROJECT MPNUAL PREPARED FOR THIS PROJECT. DMSION 2— EXIS7ING CONpIT10N$ (NOT USED) DMSION 3 — CONCREIE 03 30 OOA CONCRETE SlAB (ON VAPOR BARRIER). 03 30 OO.B CONCRETE FOOTING. �3 45 i5A LOAD BEARMG ANO NON—LOAD BEARING HOLLOW CORE SMOO7H PRECAST PANEL WITH FOAM INSUlA710N. �3 45 iS.B LOAD BEARMG AN� NON—LOAD BEARING HOLLOW CORE PRECAST PANEL WRH EMBE�DE� BRICK AND FOAM WSUlATION. �3 45 iS.0 LOAD BEARMG AN� NON—LOAD BEARING HOLLOW CORE PRECAST PANEL — GROOT SOLID. �3 45 15-0 SHIMS BY PRECASi PANEL PROVIDER. �3 45 iS.E EMBED BY PRECAST CONCREfE PANEL PROVIDER. omsioN a - MnsoNRr (NOT usEo) DMSION 5 — MEfAL$ �5 12 OOA S7RUCTURAL STEEL FRAMING MEMBER. REF. STRUCTURAL DRAWINGS. �5 21 OOA S7EEL JOIST. REFERENCE STRl1CTURAL �RAWINGS. �5 31 OOA S7EEL �ECKING. REF RENC� STRO�TORAL DRAWINGS. �5 50 OOA VE TICAL IA��ER W 1/7x2 1(2 FIAT BAR RAII�$ 18' PPART W/ 3 4 4 NON—SLIP R NGS AT 12 0C� AT LFAST 7 CLEAR FROM T E WALL. ANCHOR WITH 1/2"x2 1/2" L—SHAPED FALT BAR AT 5'-0° O.C. MAXIMUM. �5 50 OO.B PIPE BOLU+RD. 6" DIA. HEAVY GAUGE STEEL PIPE. DMSION 6— WOOD PIASTICS PND COMPOSRES �6 10 OOA TRFATED WOOD BLOCNMG/NAILER. FIRE—TREAIED AT ALL PARAPEfS. DMSION 7— THERMAL AND M01SiURE PROTEC710N �7 21 OOA 2" EXTRUDED POLYS7VRENE INSUlA710N. �7 21 OO.B R—BA FACED SEMI—RIGID ROCK—WOOL INSUlATION WITH AIIACHMENi CLIP . �7 42 OO.A PROFlLED MEfAL SIDING. �7 42 OO.B PREFINISHE� MEfAL 7RIM/FLASHMG. �7 42 OO.0 VERTICAL SUBGIRT BY SIOING COMRACTOR. �7 42 43.A PREFlNISHED ARCHITECTl1RAL COMPOSITE 7ANEL. �7 42 43.B AWMINUM FlASHING. PREFINISHED TO MATCH COMPOSITE PANEL. �7 54 OO.A IAECHANICALLY ATfACHED TPO FLEXIBLE SHEEf ROOFING SYSTEM. �7 54 OO.B 2 LAYERS OF 7' POLYISOCYANORATE ROOF MSUlATION. R-22.8 MINI � �7 54 OO.0 BOILT—UP WSOUTION TO ACHIEVE POSI7IVE DRAINAGE. �7 54 OO.D UP SEAIANT. �7 54 OO.E TERMINATION BAR. �7 54 OO.F COONTER FIASHING. �7 fi2 OOA MEfAL FLASHWG. �7 fi2 OO.B FIASHING WITH STNNLESS S�EEL CUMP RMG. �7 fi2 OO.0 PREMANUFACNRED AND PREFINISHED A1EfAL GRAVEL STOP AND FAS�CIA WI7H CONTINUOUS HOLD DOWN Cl1P. �7 71 OO.A 30 x36° PREFABRICATED ROOF HATCH. �7 92 OO.A SEAIANT WRH BACKER ROD. �7 92 OO.B SEAIANT JOINT. �7 92 OO.0 ISOLATION JOIM WI7H PREFORIAED JOIM FILLER AND SENPN�. �7 92 OO.D WAIER CUT-0FF MASTIC. DMSION 8— DOORS AND wINDOWS �8 36 OOA SECTIONAL OVERHEAD STEEL DOOR VERTICAL LIFf. �8 36 OO.B WEATHERSTRIPPING �8 41 OOA PLUMINUM STOREFROM. PROVIDE OFFSEf AiTACHMEM CLIPS AS REO'D. �8 41 OO.B ALUMINUM 7HRESHOL�. �8 41 OO.0 EX�RUDED AWMINUM SILL. �8 41 OO.D ALUMINUM BREANMETAL FINISHED TO MATCH STOREFROM. �8 41 OO.E SHIMS BY STOREFROM SUPPLIER. �8 41 OO.F SILL FUSHING AN� WATERDAM TO MATCH STOREFRONT. �8 41 OO.G ALUMINUM ENiRANCE WITH MEDIUM S7YLE DOOR. �8 41 OO.H PLl1MINUM FlASHING. PREFINISHED TO MATCH STOREFROM. �8 44 OOA ALUMINUM CURTAINWALL. �8 44 OO.B CURTAINWALL ANCHORAGE AND ATTACHMENT MEMBER BY INS�ALLER. ALLOW FOR THERMAL EXPANSION AND CON7RACTION. �8 44 OO.0 EX�RUDE� AWMINUM SILL. �8 44 OO.D ALUMINUM BREANMETAL FINISHED TO MATCH CURTAINWALL. �8 44 OO.E SHIMS BY CORTAINWALL SUPPLIER. �8 44 OO.F SI�L FIASHING AN� WATERDAM TO MATCH CURTNNWALL. �8 44 OO.G 1 I�ISUTATED MEfAL PANEL FINISHED TO MATCH CURTAINWALL. �8 80 OOA 1�4 CLEPR TEMPERE� G1A55. �8 80 OO.B 1 INSUTATING GLASS — REFERENCE ELEVATIONS FOR ttPE. DMSION 9 — FINISHE$ �9 91 OOA PAINTED FINISH. DMSION 10 — $PECIALTIES 10 73 i6A P�2EMANUFACNRED A4UMINUTA TREWS WRH MIN. 4'x8" WLUMNS, 2 X12" BEAMS AND 2'X4' IATfICE. 10 73 ifi.B PREMANUFACTURED METAL GNOPY AND ATTACHMEM. pIW510N 31 — EARTHWORK 31 20 OOA FlNISH GRADE. 31 20 OO.B DRAINAGE FILL. 31 20 OO.0 COMPACiED EARTH. pIWSION 32 — EXrERIOR IMPROVENEMS 32 13 13.A CONCREiE SIDEWALK. � O W � ~ � � � a O � � `a O � I U � b i n � � c q N c � c $ a m o �V c " E ^ � f U w a u � Z 0 J W 2 U a w � W � L � W � Z � — U� N 3" � M � SCOPE DRAWINGS: s��vi =a.y�n REVISIONS: Qj STATE SUBMITfAL/ BID SEf 2020-03-05 ISSUE DATE DRAWN BY CIECKED BY 1/14/202 NRS MH DRAWING TITLE: 6' S'-9' 6' T.O. TRELLIS ,� +35'-� 10 73 16.A . . . �ne in nnn RELEA5E0 FOR CONSTRUCTION I Suhjec��ocompliancewithallregula�ions �ALL SECTION 04 S�a�e antl Local Codes CityofCarmel �� 3/4' = 1'-0" 'l,,:,,,,:\! �.�:.;va,o,a1. DATE: 06��9�20 08 41 OO.E — 07 92 OO.A — oa 3o oo.n � 31 20 00.8 � - 07 92 OO.A - 32 13 13.A - 31 20 OO.B _��_�INISH FLOOR � �-.���:�P flNISH FLOOR,� ... r . +�•_� >:; °>>„ >„ � >,,� e> >„ >;;,e, e � '"g're`� — — — — — — '. ��=I�I=I�I=I�I � � I I—� I I � I I—� I I � I I I=I I I—I I I=I I —II�I II .i.. ��IIIIIII� ��'g: :. � � I=I I I � I I .,, : r;� �:�. � -- 03 30 OO.B 31 20 OO.0 III I. ���. ,...I � I=I ���� � i .�' aY.'. �•.�:� I 3 WALL SECTION A401 scue a/4. - i�_o. T.O. PRECAST,� +30'-� 8.0. DECK ,� +29-� C E i.A JT (DASHED AREA) FNURE FLR. ,� +14-� 0 T.O. STOREFRON +10'-8" A G A n A A 8.0. STOREFROM. +2'-8' Q i.A I.B flNISH FLOOR,� +0'-� S.D ).B 2 WALL SECTION ,qqp� SCALE 3/4" = 1'-0" T.O. P� +30�-6" B.O. DECK ,� +29-� C E i.A OT (DASHED AREA) FUNR� +14• 0� IJ� (�ASHED ARFA) f7 i.A S.A 1.8 FINIS� +0'-0" ��• � WALL SECTION qqp� sca�e: a/a" = t'-o" WALL S�CiIONS _........._ ..__.__.. A401 VROJECT NUMBER 18136 �, �. ��. i �, �. ��. i