Loading...
HomeMy WebLinkAbout13-A4025/8" GB CEILING OVER 3 5/8" (20 GA) METAL FRAMING AT 24" OC 5/8" GB OVER 3 5/8" (20GA) METAL FRAMING AT 24" OC SOFFIT DETAIL 1" = 1'-0" THIN BRICK OVER 5/8" TILE BACKER BO OVER 3 5/8" (20 GA) N FRAMING AT 24" OC 8'-0" AFF B.O. SOFFIT 1x RECLAIMED WOOD OVER 5/8" FRT PLYWOOD SHEATHING OVER 3 5/8" (20 GA) METAL FRAMING AT 24" OC 9' 0" AFF B.O. GB CEILING METAL STUD BOX HEADER CONSTRUCTED FROM 3 5/8" (20 GA) METAL STUDS AND 3 5/8" TOP AND BOTTOM TRACKS 8'-0" AFF B.O. RECLAIMED WOOD 1x RECLAIMED WOOD CAP FRP OVER 5/8" FRT PLYWOOD SHEATHING OVER 3 5/8" (20 GA) METAL FRAMING AT 24" OC METAL STUD BOX HEADER CONSTRUCTED FROM 3 5/8" (20 GA) METAL STUDS AND 3 5/8" TOP AND BOTTOM TRACKS STAINLESS STEEL CAP 9'-0" AFF `7 B.O. GB CEILING B.O. ACT SYSTEM 5/8" GB CEILING OVE 3 5/8" (20 GA) METAL FRAMING AT 24" OC CERAMIC WALL TILE 5/8" TILE BACKER BO OVER 3 5/8" (20 GA) N FRAMING AT 24" OC 7'-0" AFF i 091aaII SOFFIT DETAIL 1" = 1'-0" 5/8" GB CEILING OVEI 3 5/8" (20 GA) METAL FRAMING AT 24" OC FRP OVER 5/8" FRT P SHEATHING OVER 3, METAL FRAMING AT SOFFIT DETAIL SOFFIT DETAIL 1" = 1'-0" U 1" = 1'-0" ACOUSTIC CEILING SYSTEM FRP OVER 5/8" FRT PLYWOOD SHEATHING OVER 3 5/8" (20 GA) METAL FRAMING AT 24" OC METAL STUD BOX HEADER CONSTRUCTED FROM 3 5/8" (20 GA) METAL STUDS AND 3 5/8" TOP AND BOTTOM TRACKS STAINLESS STEEL CAP 1x RECLAIMED WOOD OVER 5/8" FRT PLYWOOD SHEATHING OVER 3 5/8" (20 GA) METAL FRAMING AT 24" OC 9'-0" AFF B.O. GB CEILING METAL STUD BOX HEADER CONSTRUCTED FROM 3 5/8" (20 GA) METAL STUDS AND 3 5/8" TOP AND BOTTOM TRACKS 8'-0" AFF B.O. RECLAIMED WOOD 1x RECLAIMED WOOD CAP TRELLIS DETAIL 1/2" = 1'-0" DEFLECTION TRACK: u.°1.... ATTACH WITH 1 1/2" "HILTI" OR EQUAL p ^+ CONCRETE SCREWS PT 06 P11 0 �Nimp 5/8" GYPSUM BOARD ° OVER 6" (16 GA.) METAL d'„�',d 0FRAMING AT 16” O.C. SOFFIT DETAIL I I� �':;:�.. Cjil) GYPSUM BOARD CEILING (SEE REFLECTED CEILING PLAN FOR HEIGHTS). SUSPENDED CEILING TILE w/ SUSPENSION GRID ALIGN FINISHES �r SUPPLY AIR DIFFUSER. II ' (SEE MECHANICAL DRAWINGS). 11'-4" AFF B.O. SOFFIT CONTINUOUS CASING BEAD of Stale and (local Codes (SEE MECHANICAL DRAWINGS). City of!Carmoll DATE: 03/14/18 Nick Mishler SOFFIT DETAIL I I� �':;:�.. Cjil) GYPSUM BOARD CEILING (SEE REFLECTED CEILING PLAN FOR HEIGHTS). SUSPENDED CEILING TILE w/ SUSPENSION GRID SUPPLY AIR DIFFUSER. ..II„ (SEE MECHANICAL DRAWINGS). RELEASED FOR CONSTRUCTION Sohjecl tc eomipolianre with all regulations of Stale and (local Codes (SEE MECHANICAL DRAWINGS). City of!Carmoll DATE: 03/14/18 Nick Mishler PT -06 ROD AND UNI; PAINTED PT -1 5/8" GYPSUM I OVER 6"(16G. FRAMING AT 1 9'-0" AFF SO FM CONTINUOUS BEAD WITH BA AND SEALANT 5/8" GB CEILING OVEI 3 5/8" (20 GA) METAL FRAMING AT 24" OC THIN BRICK OVER 5/8" TILE BACKER BO, OVER 3 5/8" (20 GA) N FRAMING AT 24" OC 8'-0" AFF i 091aaII SOFFIT DETAIL 1" = 1'-0" 9'-0" AFF B.O. CLG (SEE SCHEDULE) 5/8" GB CEILING OVER 3 5/8" (20 GA) METAL FRAMING AT 24" OC — 5/8" GB OVER 3 5/8" (20GA) METAL FRAMING AT 24" OC 7'-0" AFF B.O. SOFFIT SOFFIT DETAIL 1" = 1'-0" SOFFIT DETAIL 1 1/2" = 1'-0" SOFFFIT DETAIL 3/4" = 1'-0" B.O. STRUCTUF 16'- DEFLECTION 6'- DEFLECTION T ATTACH WITH "HILTI" OR EQL CONCRETE SC MATERV CHANGE 12'- 5/8" 2'- 5/8" GYPSUM OVER 6" (16 G FRAMING AT 10'-0" AFF B.O. SOFFIT WIRE HANGEF CONTINUOUS CASING BEAE f� L2x2x1/4 HNAGER (2 LOCATIONS - SEE PLAN). TIE INTO HORIZ L3x3x1/4 SPANNING BETWEEN STRUCTURAL BEAMS ABOVE. WELD ALL CONNECTIONS 2x2 STEEL ANGLES 1/2" DIA ASTM A307 BOLTS 1x8 RECLAIMED WOOD 9'-0" AFF B.O. TRELLIS TYPICAL ALL INTERSECTIONS EDGE BEAD ACOUSTIC CEILING SYSTEM FRP OVER 5/8" FRT PLYWOOD SHEATHING OVER 3 5/8" (20 GA) PROVIDE BRIDGING E METAL FRAMING AT 24" OC 4'-0" O.C. (MIN) AT VERTICAL FRAMING METAL STUD BOX HEADER CONSTRUCTED FROM 3 5/8" (20 GA) METAL STUDS AND 3 5/8" TOP AND BOTTOM TRACKS STAINLESS STEEL CAP FRP OVER 5/8" FRT PLYWOOD SHEATHING OVER 3 /58" (20 GA) METAL FRAMING AT 24" O.C. METAL STUD BOX HEADER CONSTRUCTED FROM 3 5/8" (20 GA) METAL STUDS AND 3 5/8" TOP AND BOTTOM TRACKS FRP CORNER GUARDS SOFFIT DETAIL 3/4" = 1'-0" SOFFIT DETAIL 1" = 1'-0" 9'-0" AFF B.O. GB CEILING " GYPSUM BOARD (BOTH IES) OVER 6" (16 GA.) TAL FRAMING AT 16" O.C. REFLECTED CEILING PLAN LEGEND GYPSUM BOARD CEILING (SEE REFLECTED CEILING PLAN FOR HEIGHTS). SUSPENDED CEILING TILE w/ SUSPENSION GRID SUPPLY AIR DIFFUSER. (SEE MECHANICAL DRAWINGS). RETURN AIR GRILLE (SEE MECHANICAL DRAWINGS). F711 EXHAUST FAN. (SEE MECHANICAL DRAWINGS). CEILING FAN C��rF1 (SEE ELECTRICAL DRAWINGS). 2'X4' LAY -IN FLOURESCENT LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS). 2'X2' LAY -IN FLOURESCENT LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS). TRACK LIGHTING 77 77 77 T1 (SEE ELECTRICAL DRAWINGS). 6" RECESSED CAN LIGHT FIXTURE O R1 (SEE ELECTRICAL DRAWINGS). 2" RECESSED LIGHT FIXUTRE, CENTERED ABOVE SINK ® R2 (SEE ELECTRICAL DRAWINGS). OO P1 SUSPENDED PENDANT LIGHT FIXTURE. (SEE ELECTRICAL DRAWINGS). OO P2 SUSPENDED PENDANT LIGHT FIXTURE. (SEE ELECTRICAL DRAWINGS). O P3 SUSPENDED PENDANT LIGHT FIXTURE. (SEE ELECTRICAL DRAWINGS). O P4 SUSPENDED PENDANT LIGHT FIXTURE. (SEE ELECTRICAL DRAWINGS). O P5 SUSPENDED PENDANT LIGHT FIXTURE. (SEE ELECTRICAL DRAWINGS). O P6 SUSPENDED PENDANT LIGHT FIXTURE. (SEE ELECTRICAL DRAWINGS). S1 SURFACE MOUNTED LIGHT FIXTURE. (SEE ELECTRICAL DRAWINGS). S2 SURFACED MOUNTED LIGHT FIXTURE. (SEE ELECTRICAL DRAWINGS). W1 WALL MOUNTED SCONCE LIGHT FFIXTURE. (SEE ELECTRICAL DRAWINGS). W2 WALL MOUNTED SCONCE LIGHT FIXTURE. (SEE ELECTRICAL DRAWINGS). W3 WALL MOUNTED SCONCE LIGHT FIXTURE. (SEE ELECTRICAL DRAWINGS). SURFACE MOUNTED FLOURESCENT LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS). EMERGENCY EGRESS LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS). COMBINATION EXIT / EMERGENCY LIGHT / SIGN (SEE ELECTRICAL DRAWINGS). EMERGENCY LIGHT (SEE ELECTRICAL DRAWINGS). NOTES: 1. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL FIXTURE SPECIFICATIONS, WIRING AND POWER REQUIREMENTS. 2. REFERE TO ELECTRICAL DRAWINGS FOR ALL SUSPENDED AND WALL MOUNTED LIGHT FIXTURE HEIGHTS. COORDINATE WITH TENANT REPRESENTATIVE PRIOR TO INSTALLATION. 3. ALL SUSPENDED LIGHT FIXTURES AND CEILING FANS TO BE LOCATED AS SHOWN ON THE REFLECTED CEILING PLAN. PROVIDE THREADED ROD AND UNISTRUT SUPPORTS AS REQUIRED AT LOCATIONS WHERE DIRECT SUSPENSIONS IS IN CONFLICT WITH INSTALLED MECHANICAL DUCTS OR OTHER EQUIPMENT. PAINT ALL THREADED ROD AND UNISTRUTS (PT -1). CANVAS DESIGN �, �wa��►rwr f 1 f f rJJrlrr y C H N,. � r"di�r+✓fid'` a C) 11700160 11tfilllltl trt KYLE P. SCHNEIDER LICENSE # 11700160 EXPIRES: 12.31.2019 PIES AND PINTS CLAY TERRACE 14550 CLAY TERRACE BLVD A29 CARMEL, INDIANA 46032 © 2018 BY: CANVAS DESIGN, LLC ALLRIGHTS RESERVED THE ARRANGEMENTSDEPICTEDHEREINARETHE SOLE PROPERTYOF CANVAS DESIGN LLC., AND MAY NOT BE REPRODUCEDWITHOUT ITS WRITTENPERMISSION NOTE: 1. ALL BIDDERSSHALLVISITTHE SITE AND BECOME FAMILIARW/THE EXISTING CONDITIONS AND REQUIREMENTSOF THE PROJECTAND SHALL NOTIFYTHE ARCHITECTOF ANY ERRORSAND OMISSIONS SUBSEQUENTLYDISCOVEREDIN THE CONTRACT DOCUMENTS. 2. THE CONTRACT DOCUMENTSARECOMPRISED OFTHE DRAWINGS AND THE PROJECT MANUAL IN THEIR ENTIRETY.THE INFORMATION IN THESE DOCUMENTS IS DEPENDENTUPON AND COMPLEMENTARYOF EACH OTHER. SEPARATIONOF THE CONTRACT DOCUMENTS SHALL NOT BE PERMITTED.IF THE CONTRACTOR CHOOSESTO SEPARATETHE DOCUMENTS, THEYDO SO ATTHEIROWN RISKAND EXPENSE. 3. ADDITIONALLY, SEE GENERAL INFORMATION ON "AO" SHEETS. 4. THE CLIENTACKNOWLEDGESTHE CONSULTANTS (ARCHITECT) DRAWINGSAND SPECIFICATION, INCLUDING ALL DOCUMENTSON ELECTRONICMEDIAAS INSTRUMENTSOF THE CONSULTANTS (ARCHITECT) PROFESSIONALSERVICE.THE CLIENTSHALL NOT REUSE OR MAKE OR PERMITTO BE MADE ANY MODIFICATION TO THE DRAWINGS AND SPECIFICATIONSWITHOUT THE PRIOR WRITTENAUTHORIZATIONOF THE CONSULTANT (ARCHITECT). THE CLIENTAGREESTO WAIVE ANY CLAIM AGAINST THE CONSULTANT (ARCHITECT) ARISING FROM ANY UNAUTHORIZED TRANSFER, REUSE OR MODIFICATION OF THE DRAWINGS AND SPECIFICATIONS. 5. ARCHITECTCANNOT WAR RANTTH E ACCURACY OF DATA CONTAINED HEREIN. ANY USE OR REUSE OF ORIGINAL OR ALTEREDCADD DESIGN MATERIALSBYTHE USER OR OTHER PARITESWITHOUT THE REVIEWAND WRITTEN APPROVALOFTHE ARCHITECTSHALLBEAT THE SOLE RISKOFTHE USER. FURTHERMORE, USERAGREESTO DEFEND, INDEMNIFY, AND HOLD ARCHITECT HARMLESS FROM ALLCLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES, AND ATTORNEYS FEESARISING OUT OF THE MODIFICATIONOR REUSE OF THESE MATERIALS. 6. THESE DRAWINGS AS PART OF THE CONTRACT DOCUMENTS ARE DIAGRAMMATICAND ARE NOT INTENDED TO DEFINE EXACT QUANTITIES, LOCATIONSOR CODIFIED REQUIREMENTS.THE DRAWINGS SHALL NOT BE SCALED. EXACTSTATEAND LOCALCODE REQUIREMENTS AND OTHER APPLICABLECODE REQUIRMENTSSHALLBE VERIFIEDBYAND ARE THE SOLE RESPONSIBILITYOF THIS CONTRACTOR. ANY INFORMATION WHICH DIRECTLY CONFLICTSWITHANY OFTHESE CODES OR ANY DISCREPANCIESFOUND IN THE CONTRACT DOCUMENTS SHALLBEBROUGHT TOTHE ATTENTIONOFTHE PROJECT ARCHITECT. # Description Date 0 Permit Set PROJECT DATE: 02-05-18 PROJECT #: 17-001 SOFFIT DETAILS A4902 2." 'll�I�'� "P' 2.O l 8 &3(150