HomeMy WebLinkAboutA301 Exterior Elevations� EAST ELEVATION A301 scn�e: a/a2" = i'-o" 4 SOUTH ELEVATION A301 scue: a/52" = i'-o' 3 WEST ELEVATION A301 SCALE: 3/32" = I'-0" 15.A 15.B KEYNOTES DIwS10N 1 - GENERAL REQUIREMENTS 01 10 00 7HESE GENERAL NOTES ARF� ORGANIZED BASE 11PON THE CONSTRUCTION SPECIFlCATIONS WSiRUTES 33 DIVISION FORMAT THE ORGANRATION OF 7HESE GENERAL NOTES INiO DNISIONS CONFORMS IN GENEftAL WITH THE PROJECT MANUAL PREPPRED FOR THIS PROJECT. DIWSION 2- E%ISTING CON�IilONS (NOT USE�) DIwSION 3 - CONCREfE 03 30 OO.A CONCRETE SIAB (ON VAPOR BARRIER). OJ 30 OO.B CONCRETE FOOTING. OJ 45 15.A LOPD BEARING AN� NON-LOAD BEARING HOLLOW WRE SMOOTH PRECAST PANEL WITH FOAM INSULATION. 03 45 15.8 LOM BEARING AN� NON-LOA� BEARING HOLLOW WRE PRECAST PANEL WITH EMBED�ED BRICK AN� fOAM INSUlATION. 03 45 15.0 LOM BEARING AN� NON-LOA� BEARING HOLLOW WRE PRECAST PANEL - GROUT SOLI�. 03 45 15.D SHIMS BY PRECAST PANEL PROVI�ER. OJ 45 15.E EMBE� BY PRECAST CONCREfE PANEL PROVIDER. DIwS10N 4 - MASONrzY (NOT USED) DIwS10N 5 - MEfPLS OS 12 OO.A STRUCTURAL STEEL FRAMMG MEMBER. REF STRUCNRAL DRAWMGS. OS 21 OO.A STEEL JOIST. REFERENCE STRUCTURAL �RAWINGS. OS 31 OO.A STEEL DECKMG REF RENC,� S7RU�TURAL �RAWINGS. OS 50 OO.A VERPCAL IADDER W 1/2 x2 1�2 FLAT BAR RN45 18" APART W/ 3/4 0 NON-SLIP R NG5 AT 12 0.C�. AT LEAST 7 CLEPR FROM TPE WALL. ANCHOR WITH 1/2'x2 1/2" L-SHPPED FPLT BAR AT 5'-0" O.C. MA%IMUM. OS 50 OO.B PIPE BOLLARD. 6" DIA. HEAW GAUGE S7EEL PIPE. DIwS10N 6- WOOD PUSiICS AND C0IAPOSIIES O6 10 OO.A TREATED WOOD BLOCKING/NAILER. FIRE-7REATED AT ALL PARAPEfS. DIWSION 7- THERMAL AN� A101SiURE PROiECT10N 07 21 OO.A 2° EX�RO�ED POLYSttRENE INSUlATION. 07 21 OO.B R-8A FACE� SEAII-RIGI� ROCK-WOOL INSUUTION WIiH ATTACHMEM Q1F 07 42 OO.A PROFlLE� MEfAL SIDING. 07 42 OO.B PREFINISHED METAL TRIM/FlASHING. 07 42 OO.0 VERTICAL SOBGIRT BY SIbING CONTRACTOR. 07 42 4J.A PREFlNISHE� ARCHITECTURAL COMPOSITE PANEL 07 42 43.8 ALUMINUM FUSHING PREFINISHE� TO MATCH COMPOSIIE PANEL. 07 54 OO.A MECHANICALLY ATTACHE� TPO FLE%IBLE SHEEf ROOFING SYS7EM. 07 54 OO.B 2 IAYERS OF 7' POLYISOCYANURAiE ROOF INSUU710N. R-22.8 MINI� 07 54 OO.0 BUILT-UP INSUUTION TO ACHIEVE POSITNE �RAINAGE. 07 54 OO.D UP SFAIANT. 07 54 OO.E TERMINA710N BAR. 07 54 OO.F COUNTER FIASHMG. 07 62 OO.A MEfAL FlASHING. 07 62 OO.B FLASHING WITH STAINLE55 STEEL CIAMP RWG. 07 62 OO.0 PREMANOFACTURED AND PREFINISHED MEfAL GRAVEL STOP AND FA�CIA WITH CONTINUOUS HOLD DOWN CLIP. 07 71 OO.A 30'x3fi' PREFABRICATED ROOF HATCH. 07 92 OO.A SEPIANT WITH BACKER ROD. 07 92 OO.B SENPN� JOIM. 07 92 OO.0 ISOlATION JOINT WRH PREFORMED JOINT FlLLER AND SEAIANT. 07 92 OO.D WATER COT-0FF MASTIC. DIwSION 8- DOOFS ANo WINo0W5 08 36 OO.A SECTIONAL OVERHEA� STEEL �OOR VERPCAL LIFf. 08 36 OO.B WEATHERSTRIPPMG 08 41 OO.A ALUMINUM STOREFRONT. PROVI�E OFFSEf AIIACHMENT CLIPS AS REQ�D. 08 41 OO.B ALUMINUM THRESHOL�. 08 41 OO.0 EX�RU�E� AWMINOM SILL. 08 41 OO.D ALUMINUM BREAKMEfAL FINISHEO TO MATCH STOREFRONT. 08 41 OO.E SHIMS BY STOREFRONT SUPPLIER 08 41 OO.F SILL FLASHING AN� WATER�AM TO MATCH STOREFRONT. 08 41 OO.G ALUMINUM EMRANCE WITH ME�WM SNLE DOOR. 08 41 OO.H ALUMINUM FUSHING PREFINISHED TO MATCH STOREFRONT. 08 44 OO.A ALUMINUM CORTAINWALL 08 44 OO.B CUR�NNWALL ANCHORAGE AN� ATfACHMENT MEMBER BY MSTALLER. ALLOW FOR iHERMAL E%PANSION AND COMRACTION. 08 44 OO.0 EX�RU�E� AWMINOM SILL. 08 44 OO.D AWMINUM BREAKMEfAL FINISHEO TO MATCH CURTNNWALL. 08 44 OO.E SHIMS BY CURTNNWALL SOPPLIER. 08 44 OO.F 9LL FLASHING AN� WATER�AM TO MATCH CURTAINWALL. 08 44 OO.G 1" WSOIATE� MEfAL PANEL FlNISHED TO MATCH CURTNNWALL. 08 80 OO.A 1�4" CLEAR TEMPERED GLASS. 08 80 OO.B 1' WSOIATING GUSS - REFERENCE ELEVATIONS FOR NPE. DIWSION 9 - FlNISHES 09 91 OO.A PAWiE� FINISH. DIWSION 10 - SPECIALTIES 10 73 i6.A PREMANUFACTURED ALUMINUM 7RELLIS WI7H MIN. 4"X8° WLUMNS, 2"R12" BEAMS AND 2"X4" IATTICE. 10 73 16.8 PREMANUFACTURED METAL CANOPV AND ATTACHMENT. DIVISION 31 - EARrHWORK 31 20 OOA FlNISH GRADE. 31 20 OO.B DRPINAGE FlLL. 31 20 OO.0 COIAPACTED EARTH. DIVISION 32 - EXIERIOR INPROVEMENTS 32 13 13A CONCRETE SIDEWALK. O V^ i�l � � ` � W F � a O � a O � I U � b i n � � c M c � c $ � m o �V c " E ^ � f U O � 0 � Z 0 J W 2 U a w � W � L � W � Z � — U� � R 3" � M � SCOPE DRAWINGS: s��pi =a.y�ni REVISIONS: Qj STATE SUBMITfAL/ BID SEf 2020-03-05 RELEA5E0 FOR CONSTRUCTION Suhjec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel 'l,,:,,, ',! .�;va,�' DATE: 06��9�20 � NORTH ELEVATION A301 scue: a/52" = i'-o" MATERIAL SCHEDULE I PREFINISHE� ARCHITECTURAL COMPOSITE MEfAL PANEL ON LOAD BEARING HOLLOW CORE SMOOTH PRECAST PANEL W/ FOAM INSUTAPON. LOA� BEAING HOLLOW CORE PRECAST PANEL W/ EMBEDDED BRICK AND FOAM INSUUTION. TEXTURE PAIMED HOLLOW CORE SMOOTH PREGST PANEL. X INDICAlES EX�EMS OF KNOCKOU� PANEL EXTERIOR PAINT LEGEND: ❑ PAIM COLOR "XP1" - COLOR TO MATCH PANTONE PMS 179-1C ❑ PAIM WLOR "XP2' - COLOR MATCH PANTONE PMS 430 GLASS SCHEDULE A 1" INSI1lATED LOW E TIMED GRAY G1A55 W/ 1/4" 0.EAR OU�BOARD LIGHT, 1/2° AIRSPACE, I/4" CLEAR INBOARD LIGHT; LOW E COAPNG ON �2 SURFACE. NOTE 'T" SUFFlX INDICATES TEMPERED G1A55 B 1" INSUTAIED LOW E TIN7E� GRAY SPANDREL GVSS W/ 1/4° CLEAR OUTBOAR� LIGHT, 1/7' AIRSPACE, 1/4' CLEAR INBOPRD LIGHT; LOW E COATMG ON k2 SURFACE. C 1" INSUTAIED MEfAL PANEL FlNISH TO MATCH WINDOW FRAMING. ISSUE DATE DRAWN BY CIECKED BY 1/14/202 NRS ARH DRAWING TITLE: �XT�RIOR �L�VATIONS DRAWING NUMBER A301 VROJECT NUMBER 18136