Loading...
HomeMy WebLinkAbout18-A701CANVAS DESIGN ROD AND UNIST RUT, ���►Ilrllfrrr�r PAINTED PT-1 (TYP) C�rrr�, CI 11700160 D C A4.02 • 0 �`��. TS ffi/fillllYll��t KYLE P. SCHNEIDER LICENSE # 11700160 EXPIRES: 12.31.2019 — — — — B.O. SOFFITING 9' - 01, EXISTING CANOPY PT-04 ASSEMBLY TO REMAIN CONTINUOUS ALUMINUM COPING -- - STEEL BEAM (SEE ST RUCT URALDRAWINGS 5/8" GB OVER 6" ST UD FRAMING PAINT INSIDE FLANGE (PT-3). PAINT REMAINING AT 16" OC PROVIDE BRACING AT PORTIONSOF EXPOSED BEAM (PT-1). PROVIDE 4'-0" OC IN BOTH HORIZONTAL SEAL BETWEEN TOP FLANGE AND EXISTING TUBELITE T 1 4000 SERIES STOREFRONT AND VERTICAL MEMBERS STRUCTURE.DRILL 1/4" DIA. HOLES IN BOTTOM SYSTEM WITH GLAZING (SEE A8.02 FOR FLANGE BETWEEN VALENCE AND EXISTING FADDITIONALINFORMATION). ST RUCT UREAT 2'-0" OC. MAXIMUM STEEL CLIP (SEE ST RUCT URAL DRAWINGS). 28 I PIE AND PINT S S =-------=--=-----'== -- B.O. SOFFIT— CLAY TERRACE — — — — 9'-0" MARQUEE LIGHTING INSTALLED DIRECTLY 14550 CLAY TERRACE BLVD A29 TO B TT MFA E OF STEEL BEAM SEE CARMEL, INDIANA 46032 ELECTRICAL SHEETS FOR FURTHER INFROMATION). © 2018 BY: CANVAS DESIGN, LLC VESTI LE WAITING HOST ALLRIGHTS RESERVED FABRIC VALENCE W/ INK APPLIED 1O 102 101 GRAPHICS, PROVIDED BY AND INSTALLED BY OWNERS AWNING CONTRACTOR. GC. F TO PROVIDE AND INSTALL FRT BLOCKED PROVIDE MANUFACT URER'S A7.02 THE ARRANGEMENTSDEPICTEDHEREINARETHE SOLE AS REQUIRED AND TO COORDINATE ADA COMPLIANT THRESHOLD. PROPERTYOF CANVAS DESIGN LLC., AND MAYNOTBE INSTALLATIONIN FIELD. SEE A0.02 FOR ADDITIONAL REPRODUCEDWITHOUT ITS WRITTENPERMISSION INFORMATION NOTE: 1. ALL BIDDERSSHALLVISITTHE SITE AND BECOME FINISH FLOOR FAMILIARW/THE EXISTING CONDITIONS AND 0" REQUIREMENTSOF THE PROJECTAND SHALL NOTIFYTHE CANOPY SECTIONENTRY SECTION ARCHITECTOF ANY ERRORSAND OMISSIONS f^ R SUBSEQUENTLYDISCOVEREDIN THE CONTRACT U 1 1/2" = 1'-0" U 3/4" = 1'-0" DOCUMENTS. 2. THE CONTRACT DOCUMENTSARECOMPRISED OFTHE A p p CC I DRAWINGSAND 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 4 CHOOSESTO SEPARATETHE DOCUMENTS, THEYDO SO ATTHEIROWN RISKAND EXPENSE. REINFORCED EPDM .045" FULLY 3.ADDITIONALLY, SEE GENERAL INFORMATION ON"AO" ADHERED EPDM ROOFING SYSTEM SHEETS. PREFINISHED COPING OVER 1/4" DENS-DECK SHETHING OVER 4. THE CLIENTACKNOWLEDGESTHE CONSULTANTS OVER 2X WOOD BLOCKING TAPERED POLYISOCYANURATE (ARCHITECT) DRAWINGSAND SPECIFICATION, INCLUDING INSULATION OVER 5/8" APA RATED FRT '–' ALL DOCUMENTSONELECTRONICMEDIAAS PLYWOOD SHEATHING OVER 6" METAL INSTRUMENTSOF THE CONSULTANTS (ARCHITECT) ST U DS AT 24" OC PROFESSIONALSERVICE.THE CLIENTSHALL NOT REUSE i OR MAKE OR PERMITTO BE MADE ANY MODIFICATION T.O. PARAPET - – TO THE DRAWINGSAND SPECIFICATIONSWITHOUT THE ADDITION — — — — —— — ------------------ — — — — — — — — — — — — — — — — _ O o PRIOR WRITTENAUTHORIZATIONOFTHE CONSULTANT 14' - 0" (ARCHITECT). THE CLIENTAGREESTO WAIVE ANY CLAIM 1X8 FIBER CEMENT RETURN EPDMMEMBRANE UP FACE CONTINUOUSCOUNTERFLASHINGOVER AGAINSTTHECONSULTANTIARCHITECT)ARISINGFROM BOARD TRIM (PAINTED) OF EXTERIOR WALL. TERMINATE CONTINUOUS TERMINATIONBAR WITH ANY UNAUTHORIZEDTRANSFER,REUSEOR MODIFICATION OF THE DRAWINGS AND SPECIFICATIONS. UNDER COPING REGLET 5. ARCHITECTCANNOT WAR RANTTH E ACCURACY OF DATA 5/16" FIBER CEMENT BOARD OVERFLOW DRAIN. COORDINATE CONTAINED HEREIN. ANY USE OR REUSE OF ORIGINAL OR PANEL (PAINTED)OVER 5/8" WITH TENANT ROOF DRAIN ALTEREDCADD DESIGN MATERIALSBYTHE USER OR FRT PLYWOOD OVER 6" METAL — OTHER PARITESWITHOUT THE REVIEWAND WRITTEN STUDS AT 24"0.C. APPROVALOFTHE ARCHITECTSHALLBEAT THE SOLE RISK OF THE USER. FURTHERMORE, USER AGREESTO 1X6 FIBER CEMENT DEFEND,INDEMNIFY, AND HOLD ARCHITECT HARMLESS BOARD TRIM (PAINTED) X x ---------- –––––– –––––––––––––––––––––––––––––––––––-- – – – – –– – – -- – FROM ALLCLAIMS, INJURIES, DAMAGES, LOSSES, B.O. FRAMING - EXPENSES, AND ATTORNEYS FEESARISING OUT OF THE ADDITION– ------------- – MODIFICATIONOR REUSE OF THESE MATERIALS. 11-0" — — — — — — — — — — — — 6. THESE DRAWINGS AS PART OF THE CONTRACT DOCUMENTS ARE DIAGRAMMATICAND ARE NOT 5/16" FIBER CEMENT BOARD 1'-8 3/16" INTENDED TO DEFINE EXACT QUANTITIES, LOCATIONS OR PANEL OVER 5/8" FRT PLYWOOD 01 CODIFIED REQUIREMENTS.THE DRAWINGS SHALL NOT BE OVER 8" METAL JOISTS AT 14" O.C. SCALED. EXACTSTATEAND LOCALCODE REQUIREMENTS AND OTHER APPLICABLECODE REQUIRMENTSSHALLBE TUBESTEEL BEAM (SEE ST RUCT URAL VERIFIEDBYAND ARE THE SOLE RESPONSIBILITYOFTHIS FOR ADDIT IONAL INFROMAT ION) CONTRACTOR. ANY INFORMATION WHICH DIRECTLY 5/8" GB OVER 6" METALSTUDS CONFLICTSWITH ANY OF THESECODESOR ANY B.O. SOFFIT DISCREPANCIESFOUND IN THE CONTRACT DOCUMENTS _ _ _ _ _ _ _ _ _ _ 9'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — _ SHALLBEBROUGHT TOTHEATTENTION OFTHE PROJECT ARCHITECT. 1X6 IPE PLANKS OVER 5/8" FRTz 4X4 GRID WITH 2X4 RECLAIMED STEEL BEAM AND COLUMN (SEE PLYWOOD OVER 6" METALSTUDS z WOOD AT WITH METAL ST RUCT URALFOR ADDITIONAL CENTERING,OVER 5/8" FRT INFORMATION) # Description Date P 6X8 (16. GA) METAL PLYWOOD, OVER 7/8" METAL STUD BOX BEAM FURRING, OVER 8" METALJOISTS Q a 1X WOOD TRIM OVER 5/8"TD O �� R FRT BLOCKING OVER METAL FRAMING SEATING (TYP. AROUND OVERHEAD DOOR BAR DINING OPENING). (UNCONDITIONED) 104 �5 110 ROLL-DOWN CURTAINSYSTEM PROVIDED BY AND INSTALLED BY TENAN'TSAWNING CONTRACTOR. GC HOLD WOOD BLOCKING AND TOCOODINATE SIDING OFF GRADE 4" MIN (TYPICAL) ENCASED T UBESTEE (SEE ST RUCT URALSHEETS) PIN SLAB AT JOINT BETWEEN EXISTING AND NEW WITH PINS AT 24" O.C. �0 CONCRETE COVER o (SEE STRUCTURAL CONTROL JOINT o SHEETS) EXISTING EXTERIOR PAVERS, PATCHAND ENCASED TUBESTEE(SEE ISOLATION JOINT B REPAIR AS REQUIRED FOR THENEW SLAB o STRUCTURALSHEETS) A7.02 AND FOUNDATIOINSTALLATION,GCT0 ENSURE PAVER SYSTEM SLOPES AWAY CONCRETE SLAB WITH A A7.02 Qtr Q Permit Set REINFORCING BAR (SEE i �) FROM BUILDING AT 0.25"/1'-0" (MINIMUM) SLOPE CONCRETE SLAB AWAY ST RUCT URALFORADDITIONAL INFORMATION) 1 FROM BUILDING AT 0.25"/12" (M N) — - — - — - FINISH FLOOR OIL 1� a ° a a ° a 4' �. a a a° ° ° a a a - d ° PROJECT DATE: 02-05-18 �u FOUNDATION DAMP PROOFING PROJECT #: 17-001 z BOND BEAM-GR-OUTSOL1D _ — CONCRETE FOUNDATION WALL WITH COMPACTED GRAVEL �— — — — — —_ — — — "� a "4 0 METAL REINFORCING (SEE ST RUCT URAL - o 4- — g JI FOR ADDITIONAL INFORMATION) z a "-°_ a as �'° 4" DIA PERIMETER DRAIN w 0,� �'° - —�a _. ° WALLSECTIONS-------------a 1. a u .I FOOTING (SEE STRUCTURAL 0, FOR ADDITIONAL INFORMATION) - ,... 0 CONCRETE FOUNDATION (SEE ST RUCT URALDRAWINGS) Cjil) THRU WALL ROOF DRAIN TO l CONNECT INTO EXIST ING ST ORM LINE. GC TO LOCATE AND COORDINATEIN FIELD. A7e0l SECTION 01 RELEASED FOR CONSTRUCTION U 3/411 = 1'-011 p SubjecMto eomipolianice with all regulations ti of Stale and ILocal Codes City of!Carmoll nh�r DATE: 03/14/18 2,11,111 112'O ..I 8 8 , `N ..I , (.j)..,,, I, Nick Mishler