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Home My WebLink AboutCS-2 General NotesL �"'' a,Vs EPDXY FLOORING VINYL CERAMIC TILE (INTEGRATED) NOTE: SEE FINISH DRAWINGS FOR COVE HEIGHTS. COVE BASE REQUIREMENTS DETAIL SCALE N T.S. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City N Camel DATE: 09/06/19 L. STUD SCHEDULE iYP. BOARD t F.T. LINER VARIES ;SCHEDULE 1 JAMB DETAIL FA HILTI X-4 P8 GENERAL- PURPOSE MIN. NAIL PENETRATION 1 1/2" @ 16" O.C. TYPICAL ARCHITECTURAL SYMBOLS SECTION SECTION NUMBER SHEET NUMBER (WHERE SECTION IS DRAWN) DETAIL yDETAIL NUMBER SHEET NUMBER INTERIOR ELEVATIONS) ARROWS INDICATE ELEVATIONS DRAWN x ELEVATION NUMBER KEYNOTE/EQUIPMENT DRAWING NOTE (NUMBER) STEP CHANGE IN FLOOR HEIGHT CONTROL OR DATUM POINT %l ELEVATION OR POINT OP OF. DESCRIPTION OF POINT (FIN.FLR., TOP OF PLATE, TOP OF T.B.) REVISION REFERENC L` NUMBER OF REVISION CORRESP. TO DESIGN SECTION OF TITLE BLOCK DOOR �i DOOR NUMBER WALL uWALL TYPE FINISHES FINISH TYPE GENERAL NOTES 1. THESE PLANS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEYARE NOT TO BE REPRODUCED IN PART OR WHOLE OR USED ON ANY OTHER PROJECTS EXCEPT BY AGREEMENT IN WRITING WITH AND AFTER APPROPRIATE COMPENSATION TO THE ARCHITECT. 2. CONSTRUCTION SHALL FOLLOW THE LOCAL GOVERNING CODE, APPLICABLE EDITION, AS ADOPTED BYTHE GOVERNING AUTHORITIES, AND ALL APPLICABLE AMENDMENTS. THE CONTRACTORS) SHALL BE RESPONSIBLE FOR BUILDING THIS PROJECT IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND STATE AND LOCAL CODES, UNLESS WRITTEN NOTIFICATION IS RECEIVED. 3. THE ARCHITECT DOES NOT GUARANTEE THE PERFORMANCE OF THE PROJECT IN ANY RESPECT OTHER THAN THE ARCHITECTURAL WORK PERFORMED WHICH MEETS THE STANDARDS OF PROFESSIONAL CARE. 4. THE CONTRACTOR SHALL VISIT THE SITE, BEFORE SUBMITTING PROPOSALS. 5. THE CONTRACTOR SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING ANY WORK AND NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY OF ANY ERRORS OR OMISSIONS OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE ERRORS AND OMISSIONS. DO NOT SCALE THE DRAWINGS. ]. SUBMIT MINIMUM THREE 131 COPIES OF SHOP DRAWINGS TO ARCHITECT'S OFFICE FOR ARCHITECT & TENANT APPROVALAS REQUIRED LOW, UNLESS OTHERWISE NOTED. 8. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN THEIR ENTIRETIES AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THESE CODES WHICH MAY NOT BE SPECIFICALLY ADDRESSED IN THE PLANS AND NOTES. 9. THE CONTRACTOR WILL NOT SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT PRIOR NOTICE. ITEMS WHICH, WHEN SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING OFFICIAL WILL BE SUBMITTED TO THE BUILDING OFFICIAL, THE TENANT, AND THE ARCHITECT. 10. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING, STRUCTURAL, AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 11. ALL FRAME WALLS SHALL BE CONSTRUCTED WITH ANCHORS, TOP AND BOTTOM OF EACH STUD, PER CODE. 12. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. 13. ANY ITEM SCHEDULED TO BE REUSED MUST BE REFURBISHED AND MAINTAINED TO A "LIKE NEW CONDITION. NO EXCEPTIONS. 14. ALL FLOOR PENETRATIONS MUST BE SEALED WITH A 2 HOUR RATING. 15. ALL PENETRATIONS INTO OR THROUGH FIRE WALLS, FIRE BARRIERS, SMOKE BARRIER WALLS, AND FIRE PENETRATIONS SHALL COMPLY WITH APPLICABLE BUILDING CODES. ABBREVIATIONS (E)EXISTING TO REMAIN Or TO BE DEMOLISHED FLOOR PLAN NOTES (R)RELOCATED 1. ALL DIMENSIONS MARKED'CLEAR'OR'CLR'SHALL BE MAINTAINED AND SHALLALLOW FOR THICKNESS OF ALL WALL FINISHES, UNLESS OTHERWISE NOTED. 2. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. SILL COVER TO SUPPORT MINIMUM LIVE LOAD OF 300 LBS. WALL PARTITION LEGEND 3. ALL WOOD NOT CALLED OUT SHALL BE FIRE RATED OR FIRE RETARDANT TREATED WOOD. 4. ALL TENANT DEMISING WALLS THAT DEFINE THE TENANT SPACE ARE MINIMUM ONE HOUR RATED. CONCRETE EXISTING EXTERIOR WALL ® NEW INTERIOR PARTITION TO REMAIN 1. ALL CONCRETE SHALL HAVE SAND AND GRAVEL AGGREGATE, TYPE I PORTLAND CEMENT, AND SHALL HAVE A COMPRESSIVE STRENGTH OF 3.000 PSI AT 28 DAYS. 2. MINIMUM CEMENT RATIO TO BE: 6 SACKS PER CUBIC. MAXIMUM WATER CEMENT RATIO TO BE 0.50. EXISTING INTERIOR r NEW HEADER ABOVE 3. ALL CONCRETE REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60. PARTITION TO REMAIN - -- 4. ALLWELDED WIRE FABRIC SHALL CONFORM TO ASTM 185. 5. DETAILING, FABRICATION AND PLACING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN EXISTING WALVPARTITION [] C��7�� NEW KNEE WALL BELOW ACCORDANCE WITH ACI SP-66, LATEST EDITION. TO BE REMOVED 6. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BEE DONE IN ACCORDANCE WITH THE RECOMMENDATION. EDITIONS OF THE CONCRETE INSTITUTE ACI318, ACI301, ACI309, SHALL ACI 305 AND ACI 308. MAXIMUM FALL FOR CONCRETE SHALL BE 3'-0°. MAXIMUM FALL EXISTING TENANT ]. ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION, SPADING OR RODDING, SO THAT THE CONCRETE IS DEMISING WALL TO THOROUGHLY WORKED AROUND THE REINFORCEMENT, EMBEDDED ITEMS, AND INTO CORNERS OF FORMS, REMAIN ELIMINATING ALL AIR OR STONE POCKETS WHICH MIGHT CAUSE HONEYCOMBING. CARE SHALL BE TAKEN NOT TO OVER VIBRATE AND CAUSE SEGREGATION. METAL STUDS/DRYWALL 1. GYPSUM BOARD JOINTS SHALL BE STAGGERED AS REQUIRED BY GOVERNING BUILDING CODES. i 4" TO INSIDE 2. PROVIDE WATER RESISTANT GYPSUM BOARDS AROUND RESTROOM FIXTURES. OFFRAME / 3. ALL BACKING/BLOCKING SHALL CONSIST OF 16 GAUGE METAL FRAMING AND/OR 2" X F.T. LUMBER.. / 4. ALL DIMENSIONS ARE FROM FACE OF GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE. 5. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE METAL EDGE TRIM, UNLESS OTHERWISE NOTED. U.N.O. ALL DOORS SHALL BE INSTALLED IN THIS MANNER CABINETS 1. ALL EXPOSED CABINET ENDS SHALL HAVE FINISH PANELS. GENERAL CONTRACTOR SHALL COORDINATE LOCATION SCALE STANDARD DOOR INSTALLATION DETAIL E OF ALL CABINET FILLERS, FALSE PANELS, MISC. COMPONENTS FOR CABINETRY. N.T.S. 2, ALL COUNTERTOP/WALL INTERSECTIONS SHALL HAVE A 4" HIGH BACKSPLASH. UNLESS NOTED OTHERWISE. 3. ALL MILLWORK TO BE FASTENED TO THE PARTITION THEY ADJOIN. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY SLABS. DOUBLE STUDS @ SIDES OF OPENINGS r EXISTING 4-(V.I.F. REINF. I CONCRETE SLAB LINE OF CEILING AS SCHEDULED BLOCKING PLATE 3 STUDS MIN. 181-O.C. NOTES: TYP 1. SEE WALL SCHEDULE FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BLOCKING PLATE, AND NUMBER. 2. REO'D WITH ACCESSORY MANUFACTURERS. USE#12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BLOCKING PLATE. 3. WALL STUD FLANGES ARE CONTINUOUS AT BLOCKING PLATE. SCALE TYPICAL PARTITION SCALE N.T.S. 6 DETAIL & ACCESSORY CONDITIONS N.T.S. 3 4"MIN I 4"MIN PROVIDE.09 VISOUEEN VAPOR BARRIER #4 REINF. @ 2'-0' O.C. STAGGERED& EPDXY INTO EXISTING SLAB. 3000 PSI CONCRETE FLUSH W/EXIST. SLAB 4"MIN 4"MIN ..ie / RE- COMPACTED FILL ' IF TRENCH IS 36" OR WIDER INSTALL 6' X 6', #101#10 WWM NOTE: TERMITE TREATMENT IS REQUIRED. SUBMIT CERTIFICATION TO OWNER/TENANT. SCALE TRENCH REPAIR DETAIL 7 N.T.S. FINISH PLAN NOTES 1. ALL INTERIOR WALLS SHALL BE FINISHED PER SCHEDULE, IF NO INDICATION THE SURFACE SHALL BE PAINTED WITH PAINT BEING USED ON THIS PROJECT, UNLESS OTHERWISE NOTED. 2. ALL INTERIOR PARTITIONS SHALL RECEIVE ONE PRIMER& TWO FINISH COATS. 3. ALL HORIZONTAL GYPSUM BOARD SURFACES SHALL BE PRIMED WITH TINTED PRIMER TO COINCIDE WITH FINISH PAINT COLOR. ALL LEFT OVER PAINT SHALL BE CLEARLY LABELED AND APPROPRIATELY PACKAGED. CONTRACTOR SHALL DELIVER ALL LEFTOVER PAINT AND FINISH MATERIALS TO TENANT FOR STORAGE. 4. FLOOR FINISHES ON BOTH SIDES OF A DOOR SHALL BE LEVEL FOR A DISTANCE EQUAL TO 5' TO EITHER SIDE OF DOOR, 5. CENTER FLOOR TILES IN ROOM UNLESS NOTED OTHERWISE. DOOR NOTES VARIATIONS IN FLOOR ELEVATION E ACCOMMODATE THESE UNDERCUT 0 u� � w y v o �b w rn TV U) O M M R M i4' o ai � N A i W f U W F I D Q Y Y N Q J F D U N AeC.RECT PAAxo;�"w umimoYm wnaouT Tae w®TTex CONSENT or Rf01ECT � r TOTW v z N M w�z� M Q 00 REVISIONS DATES: PROFESSIONAL i i fA •' � rn Mybdm � r �n SCOT; L. LASKY# An 14WIP EESTTEEOFIND A STATEOFINUTANA ISSUE DATE: 03.01.19 PROJECT #: 282C.1268C 1 DRAWN BY: RJ CHECKED BY: SL/VO GENERAL NOTES CS-2