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Home My WebLink AboutCS000.2HOT WATER HEATER SEE PLUMBING 3/4" F T. PLriN00D DECK W/ FFP MTL PAN W/Y' HIaH MM.61DE8 6" 20 GA. MTL STUD FRAMING @ 12" OL. PROVI�E 2%6 F T. WOOD BLOCKING TO HANG MOP BUCKEf WALL MOUNTE� MOP FACK WALL MOUME�ECO�lAB0.EHNSINGPFODUCTS FRP TO COVEF ALL SURFACES OVEF %" GVPSUM BOApD TVPICAL 9�5/8" 18 GA. MTL STU� @ 12" OA- W/ 5/8" MA. GYP. BOARD @ EA FACE ANCHOR WALL TO SOLID WOOD BLOCKING IN WALL eevoNo 35/8" 20 �A. MTL 9TUD @ 18" O.C. MOP SWK. SEE PWMBING ANCHOR TRACKTO (E) SLAB W/ HILTI.145 SHOT PINS (OR E�L) @ 12' OA. RELEA5E0 FOR CONSTRIICTI�N Su6jec� �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel r �un��\i lo•rvalM��_ DATE: 07�06�20 PER WALL SCHE�ULE MTL. STUD � AS SCHEDULE 5/8" GVP. BOARD 2x F.T. LINER VARIES - DOOR AS SCHEDULE SCALE i JOMB DETAIL NTS 6 (E) STRUCTURE ABOVE METAL STl1D DIAGONALL 24" O.C. 3" X 3" X 1'_0" L 20 GA. ME ANGLE ATTACHMENT SCHEDULE MATERIAL OF BUILDING ATTACHMENTS & SPACING CONCRETE SLAB 2 MLTI HDI-P MAX. 3/4" EMBE�MENT @ 24" O.C. METAL DECK 2#1244 X 1" HWN TRAXX/2 @ 16" O.C. 13/4" X 3/16" DIA. TAPGON (2) ANCHOFS IN MEfAL DECK W/ CONCRETE SUB-DRILLED HOLES @ 24" O.C. METALDECKW/LIGHTWEIGHTFILL 2812-14X1"HWHTRAXX/21N (ZONOLITE, GVPSUIv� SUB-DRILLED HOLES @ 18" O.C. ATTACHMENT DETAIL scn�e NTS. HILTI X-4 PB GENERAL- PURPOSE MIN. NAIL PENETRATION 1 1/2" @ 16" O.C. TYPICAL � DOUBLE STU�S @ SIDES OF OPENINGS LINE OF CEILING AS SCHEDULED BLOCKING PL4TE / / / / 3 STUOS MIN. 16"O.C. NOTES: ryP 1. SEE WALL SCHEDULE FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BLOCKING PLATE, AND NUMBER. 2. RE�'DWITHACCESSORYMANUFACTURERS. USE#12SELFTAPPINGSHEETMETALSCREWSWHENATTACHING ITEMS TO BLOCKING PLATE. 3. WALL STUD FL4NGES ARE CONTINUOUS AT BLOCKING PLATE. TYPICAL PARTITION scn�e DETAIL 8� ACCESSORV CONDITIONS Nrs 3 ARCMITECTURAL SYMBOLS SECTION SECTION NUMBEF x SHEET NUMBER (VJHERE SECTION IS DRAWN) DETAIL DETAIL NUMBER X SHEETNUMBER INTERIOR ELEVATION(5) ARROWS INDICATE ELEVATIONS DRAWN ELEVATION NUMBER X KEYNOTE/EQUIPMENT �' DRAWING NOTE (NUMBER) _pj STEP "' CHANGE IN FLOOR HEIGHT CONTROL OR DATUM POINT X`�" � ELEVATION OR POINT TOPOF%x- DESGFIPTIONOFPOINT (FIN.RR., TOP OF PLATE, TOP OF T.BJ h REVISION REFERENCE � REVISION NUMBER a� p DOORS II `i � DOOR NUMBER II � � NEW DOOR EXISTWG DOOR SHALL REMAIN lu �� WALL I PN WALLNPE FINISHES FINISH TVPE OBBREVIATIONS (E)� E%ISTING TO REMAIN (D)� TO BE DEMOLISHED (R)� RELOCATED WALL PORTITION LEGEND � EXISTING EXTERIOR WALL � NEW INTERIOR PAFTITION TO REMAIN � EXISTING WTERIOR r � NEW HEADER ABOVE PARTITION TO REMAIN EXISTING WALL/PARTITION � NEW KNEE WALL BELOW �----� TOBEREMOVED �----� EXISTWG TENANT � DEMISINGWALLTO REMAIN � � a ra msioE / � OF FRAME � � U.N.O. ALL DOORS SHALL BE INSTALLED IN THIS MANNER STANDARD DOOR INST4LLATION DETAIL EXISTING 4" (V.LF. REINF. CONCRETESLAB GENERAL NOTES 1. THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVIGE, AFE AND SHALL REMAIN THE PROPEFTV OF THE ARCHITECT. THEV ARE NOT TO BE REPRODUGEO IN PART OR W HOLE OR USEO ON ANV OTHER PROJECTS EXCEPT BV AGREEMENT IN W RITING W ITH AND AFTER APPROPRIATE COMPENSATION TO THE AHCHITECT. 2. CONSTFUCTION SHALL FOLLOW THE LOCAL GOVERNING CODE APPLICA6LE EDITION, AS ADOPTED BY THE GWERNING AUTHORITIES, AND ALL APPLICABLE AMEN�MENTS. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOF BUILDING THIS PROJECT IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND STATE ANO LOCAL CO�ES, UNLESS WRITTEN NOTIFICATION IS RECEIVED. 3. THEARCHITECTDOESNOTGUARANTEETHEPERFORMANCEOFTHEPROJECTINANVRESPECTOTHERTHANTHE ARCHITECTURAL WORK PERFORMED WHICH MEEfS THE STANDARDS OF PROFESSIONAL CARE. 4. THE CONTRACTOR SHALL VISIT THE SITE, BEFORE SUBMITTING PROPOSALS. 5. THECONTRACTORSHALLCOORDINATEALLTHEWORKOFALLTHETRADES. 6. THE CONTRACTOR SHALL VEFIFV ALL DIMENSIONS AND CONDITIONS ATTHE JOB SITE PRIOR TO STARTMG ANY WORK AND NOTIFY THE ARGHITEGT IN WRITING IMMEDIATELY OF ANV ERRORS OF OMISSIONS OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITV FOR THE ERRORS AND OMISSIONS. DO NOT SCALE THE DRAWINGS. ]. THESE PLANS, AS DRAWN ANo NOTEq COMPLY WITH THE BUIL�ING ENVELOPE ENERGY RE�UIREMENTS OF THE GOVERNING BUILDING CODE THE CONTRACTOR SHALL FAMILIAFRE HIMSELF WITH THE GOVERNING CODE IN THEIR ENTIRETIES AN� BUILO IN ACCOR�ANCE WITH ALL PROVISIONS OF THESE CODES WHICH MAV NOT BE SPECIFICALLV ADDRESSED IN THE PLANS AND NOTES. e. THE CONTRACTOR WILL NOT SUeSTITUTE ITEMS WHICH THEV BEUEVE TO BE EOUAL OR BETTER THAN ITEMS SPEGFlED ON THESE �RAWINGS WITHOUT PRIOR NOTIGE ITEMS WHIGH, WHEN SUBSTITUTED, FE�UIRE APPROVAL OF THE BUILDING OFFlCIAL WILL BE SUBMITTE� TO THE BUILDING OFFIQAL, THE TENANT, AND THE ARCHITECT. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRAQNG, STRUCTURAL, AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 10. ALL FRAME WALLS SHALL BE CONSTRUCTED WITH ANGHORS, TOP AND BOTTOM OF EACH STUD, PER CODE. 11. ALL WORK SHALL BE ERECTED AND INSTALLED PWMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. tt. ANY ITEM SCHEDULED TO BE REUSED MUST BE REFURBISHED AND MAINTAINE� TO A"LIKE NEW" CONDITION. NO EXCEPTIONS. 13. ALL FLOOR PENETRATIONS MUST BE SEALEO WITH A 2 HOUR RATING. 14. ALL PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BAflRIER WALLS, AND FIRE PENETRATIONS SHALL COMPLV WITH APPLICABLE BUILDING CODES. FLOOR PLAN NOTES 1. ALL DIMENSIONS MARKED'CLEAR' OR'CLR' SHALL BE MAINTAMED AND SHALLALLOW FOR THICKNESS OF ALL WALL FlNISHES, UNLESS OTHERWISE NOTED. 2. ALL CONCEALED LUMBER AND BLOCKING TO BE FlRE TREATED. SILL COVER TO SUPPORT MINIMUM LNE LOAD OF 300 LBS. 3. ALL WOOD NOT CALLED OUT SHALL BE PRESSURE-TREATED FIRE RATED OR FIRE RETARDANT TREATED WOO�. CONCRETE 1. ALL CONCRETE SHALL HAVE SAND ANO GRAVEL AGGREGATE, TVPE I PORTLAND CEMENT, AND SHALL HAVE A COMPRESSNE STRENGTH OF 3,000 PSI AT 28 DAVS. 2. MINIMUM CEMENT RATIO TO BE: 6 SACKS PER CUBIG MAXIMUM WATER CEMENT RATIO TO BE 0.50. 3. ALL CONCRETE FEINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60. 4. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM 165. 5. DETAILING,FABRICATIONANDPLAQNGOFCONCRETEREWFORCEMENTANDACCESSORIESSHALLBEIN ACCORDANCE WITH ACI SP-66, LATEST EDITION. 6. ALL MIXING, TRANSPORTING, PLACMG AND CUFING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMEN�ATION OF THE L4TEST EDITIONS OF THE AMERICAN CONCRETE INSTITOTE ACI 318, ACI 301, ACI 309, ACI 305 AND ACI 306. MA%IMUM FALL FOR CONCRETE SHALL BE 3'-0". ]. ALL CONCRETE SHALL BE GONSOLIDATED BY VIBRATION, SPADING OF RODDING, SO THAT THE CONCRETE IS THOFOUGHLV WORKED AROUND THE REINFORCEMENT, EMBEDDED ITEMS, AND INTO CORNERS OF FORMS, ELIMINATING ALLAIR OR STONE POCKETS WHICH MIGHT CAUSE HONEVCOMBING. CARE SHALL BE TAKEN NOTTO OVER VIBRATE AND CAUSE SEGREGATION. METALSTUDS/DRYWALL 1. GVPSUM BOAFD JOINTS SHALL BE STAGGEFED AS REQUIFED BV GOVERNING BUILDING CODES. 2. PROVIDE WATER FESISTANT GVPSUM BOARDS AROUND RESTROOM FIXTURES. 3. ALLBACKINGBLOCKINGSHALLCONSISTOFI6GAUGEMETALFRAMINGAND/OR2"%F.LWMBER. 4. ALL DIMENSIONS ARE FROM FACE OF GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE. 5. ALL EXPOSED GYPSUM BOAR� EDGES TO HAVE METAL EDGE TRIM, UNLESS OTHERWISE NOTED. CABINETS 1. ALL EXPOSED CABMET ENDS SHALL HAVE FlNISH PANELS. GENERAL CONTRACTOR SHALL COORDINATE LOCATION OF ALL CABWEf FlLLERS FALSE PANELS, MISG COMPONENTS FOR CABWEfRV AND MILLWOFK & COUNTEF TOP PENETRATIONS REpUIRED BV EOUIPMENT. 2. ALLCOUNTEflTOP/WALLINTERSECTIONSSHALLHAVEA4"HIGHBACKSPL4SH. UNLESSNOTEDOTHERWISE. scn�e N T.S. 2 3 SUPPOR EDRBV SLABS.ASTENED TO THE PARTITION THEV ADJOIN. PROVIDE BLOCKING FOR ALL MILLWOFK NOT 3000 PSI CONCRETE FLUSH W/EXIST.SL4B v TRENCH' 4"MIN 4"MIN 4"MIN 4"MIN i i i � � I � � �� PROVIDE.09 � .c _ ._,__..... VISQUEEN VAPOR BARRIER #4 REINF. @ 2'-0" O.C. STAGGERED & EPDXV INTO EXISTING SLAB. � � RE-COMPACTED FILL * IF TRENCH IS 36" OR WIDER INSTALL 6" X 6", #10/#10 WWM NOTE: TERMITE TREATMENT IS REOUIRED. SUBMIT CERTIFICATION TO OWNER/TENANT. SCALE TRENCH REPAIR DETAIL Nr.s. � FINISH PLAN NOTES 1. ALL INTERIOR WALLS SHALL BE FINISHED PER SCHEDULE IF NO INDICATION PROVIDED, THE SURFACE SHALL BE PAINTED W ITH A PAINT SPECIFlGATION BEING USED PREDOMINANTLY ON THIS PROJECT. 2. ALL INTERIOR PARTITIONS SHALL REGEIVE ONE PFIMER 8 TVJO FINISH COATS. 3. ALL HORIZONTAL GVPSUM BOARD SURFACES SHALL BE PRIMEO WITH TINTEO PRIMER TO COWCIDE WITH FINSH PAINT COLOR. ALL LEFf OVER PAINT SHALL BE CLEARLV LABELED AND APPROPRIATELV PACKAGED. CONTRACTOR SHALL DELNER ALL LEROVER PAINT AND FlNISH MATERIALS TO TENANT FOR STOFAGE. 4. FLOOR FINISHES ON BOTH SIDES OF A OOOR SHALL BE LEVEL FOR A OISTANCE EpUAL TO S TO EITHER SIDE OF DOOR. 5. CENTER FLOOR TILES IN ROOM UNLESS NOTED OTHERWISE. 6 CENTER ACOUSTIC CEILMG TLLES TO ROOM UNLESS NOTED OTHERWISE. DOORNOTES t. TRIM THE BOTTOM OF DOORS TO 0.EAR THE TOP OF ALL FlNISHED FLOORS. AS APPLICABLE BY 1/4" MAXIMUM, UNLESS OTHERWISE NOTED. 2 VERIFV SLAB CONDITIONS, TRIM EACH DOOR TO FIT CONDITIONS 3. WHERE RADICAL VARIATIONS IN FLOOR ELEVATION EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. � WATER MEATER � MOP SINK DETAIL NCTSE 8)