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HomeMy WebLinkAbout002 - A0-2 - ARCHITECTURAL NOTES & LEGENDSPROJECT SPECIFIC NOTES 1. DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NEW MATERIALS (UNO). ALL WORK SHALL BE PERFORMED BY SKILLED & QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED, & IN COMPLIANCE WITH BUILDING REGULATIONS &/OR GOVERNMENTAL LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 3. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES FOLLOWING THEM. 4. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT & MAY NOT SHOW MINOR DETAILS OF PROPOSED INSTALLATION. THE INCLUSION OF THESE MINOR DETAILS IS IMPLIED TO PROVIDE A COMPLETE PROJECT & ARE TO BE INCLUDED AS A PART OF A BID. 5. ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF SUB FLOOR UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY ALL DIMENSION CONDITIONS PRIOR TO CONSTRUCTION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT EXISTING CONDITIONS PRIOR TO PROCEEDING WITH EACH INSTALLATION OR PART OF THE WORK. DISCREPANCIES MUST BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING. 7. ALL WORK SHALL BE ERECTED & INSTALLED PLUMB, LEVEL, SQUARE, TRUE & IN PROPER ALIGNMENT. 8. THE DESIGN, ADEQUACY & SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS ETC IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR & HAS NOT BEEN CONSIDERED BY THE ENGINEER OR ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS, ROOF & FLOOR DIAPHRAGMS & FINISH MATERIALS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS &/OR SPECIFICATIONS, INCLUDING ALL UPDATES & ADDENDA, TO THE TRADES UNDER THEIR JURISDICTION. 10. THE CONTRACTOR IS TO COORDINATE THE INSTALLATION OF MATERIALS & WORK OF OTHERS WHO ARE NOT SUB-CONTRACTORS TO THE GC, YET ARE REQUIRED IN PROVIDING A COMPLETED PROJECT. AREAS OF WORK REQUIRING COORDINATION INCLUDE BUT ARE NOT LIMITED TO THOSE INDICATED AS NIC ON THE CONSTRUCTION DOCUMENTS. 11. REFER TO STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION OF WORK. 12. IN THE CASE OF CONTRADICTIONS BETWEEN DRAWINGS OR BETWEEN DRAWINGS & SPECIFICATIONS, ASSUME THE MORE COSTLY APPROACH FOR BIDDING PURPOSES. BRING ALL CONTRADICTIONS TO THE ATTENTION OF THE ARCHITECT 13. ALL WORK & MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF AT LEAST ONE(1) YEAR FROM APPROVAL OF FINAL PAYMENT. 14. MECHANICAL & HVAC SYSTEMS TO BE DESIGNED & INSTALLED BY QUALIFIED HVAC INSTALLER. 15. 3-D VIEWS MAY BE USED THROUGHOUT THE CONSTRUCTION DOCUMENTS. 3-D VIEWS ARE SHOWN TO CLARIFY CONDITIONS THAT CANNOT BE SHOWN IN OTHER VIEWS. 3-D VIEWS MAY NOT SHOW ALL DETAILS REQUIRED TO COMPLETE THE AREA. REFER TO DETAILS AT ADJACENT AREAS AS NECESSARY OR ASK THE ARCHITECT PRIOR TO BIDDING. GENERAL NOTES 1. DIMENSIONS ARE SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NEW MATERIALS (U.N.O.) ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED, AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 3. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES FOLLOWING THEM. 4. CONSTRUCTION DOCUMENTS SHOW THE DESIGN INTENT OF THE PROJECT & MAY NOT SHOW MINOR DETAILS OF PROPOSED INSTALLATION. THE INCLUSION OF THESE MINOR DETAILS IS IMPLIED TO PROVIDE A COMPLETE PROJECT. 5. ALL DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF SUB FLOOR UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL VERIFY ALL DIMENSION CONDITIONS PRIOR TO CONSTRUCTION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT EXISTING CONDITIONS PRIOR TO PROCEEDING WITH EACH INSTALLATION OR PART OF THE WORK. 7. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE AND IN PROPER ALIGNMENT. 8. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ENGINEER OR ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS AND/OR SPECIFICATIONS, INCLUDING ALL UPDATES AND ADDENDA, TO THE TRADES UNDER THEIR JURISDICTION. 10. THE CONTRACTOR IS TO COORDINATE THE INSTALLATION OF MATERIALS & WORK OF OTHERS WHO ARE NOT SUB-CONTRACTORS TO THE G.C., YET ARE REQUIRED IN PROVIDING A COMPLETED PROJECT. AREAS OF WORK REQUIRING COORDINATION INCLUDE BUT ARE NOT LIMITED TO THOSE INDICATED AS N.I.C. ON THE CONSTRUCTION DOCUMENTS. 11. REFER TO STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS FOR COORDINATION OF WORK. 12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSPECT THE DRAWINGS AND BECOME FAMILIAR WITH THE CONSTRUCTION DRAWINGS. ELS ARCHITECTS PC IS NOT LIABLE FOR INCIDENTAL, CONSEQUENTIAL, OR INDIRECT DAMAGES OF ANY KIND ARISING OUT OF THE USE OF OUR DRAWINGS. 13. MECHANICAL AND HVAC SYSTEMS TO BE DESIGNED AND INSTALLED BY QUALIFIED HVAC INSTALLER AND PER LOCAL REGULATIONS/CODES. 14. 3-D VIEWS MAY BE USED THROUGHOUT THE CONSTRUCTION DOCUMENTS. 3-D VIEWS ARE SHOWN TO CLARIFY CONDITIONS THAT CANNOT BE SHOWN IN OTHER VIEWS. 3-D VIEWS MAY NOT SHOW ALL DETAILS REQUIRED TO COMPLETE THE AREA. 15. THESE DRAWINGS WERE PREPARED BY ELS ARCHITECTS, P.C. FOR CONSTRUCTION OF THE BUILDING DESCRIBED. AS SUCH, THEY ARE THE PROPERTY OF ELS ARCHITECTS, P.C. AND MAY NOT BE REPRODUCED, COPIED OR USED IN ANY WAY WITHOUT PRIOR APPROVAL FROM ELS ARCHITECTS, P.C. 2016. 1. ALL EXTERIOR WALLS TO BE 2X6'S @ 16" ON CENTER U.N.O. 2. ALL INTERIOR WALLS TO BE 2X4'S @ 16" ON CENTER U.N.O. 3. ALL INTERIOR WALLS TO BE FINISHED WITH 1/2" GWB U.N.O. SEE PLAN FOR BRACED PANEL OR SHEAR WALL LOCATIONS. 4. ALL INTERIOR CEILINGS TO BE FINISHED WITH 5/8" GWB U.N.O. 5. ALL VENTS, STACKS AND OTHER ROOF PENETRATIONS SHALL BE PAINTED TO MATCH THE ROOFING MATERIAL. 6. LL PLUMBING FIXTURES TO BE OF WATER SAVING TYPE (LOW FLOW, AERATORS, ETC.) 7. INSTALL WP GWB TO 7' BEHIND TUB & SHOWER ENCLOSURES AND TO 4' BEHIND TOILETS. 8. CONTRACTOR SHALL PROVIDE BACKING/BLOCKING AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT, FURNISHINGS, ETC. AND FIREBLOCKING, DRAFTSTOPPING AS REQ'D PER CODE. 9. EGRESS" WINDOW DENOTES WINDOW WITH MIN. OPENING WIDTH OF 20", MIN OPENING HEIGHT OF 24", MIN CLEAR OPENABLE AREA OF 5.7 sq ft AND FINISHED SILL NOT TO BE MOUNTED NO MORE THAN 44" ABOVE FLOOR. WINDOW NOTATION CONTAINING A "T" DESIGNATES TEMPERED GLAZING.(R310) 10. EXTERIOR DOORS SHALL HAVE A MIN OF 36" (WIDE OR WIDTH OF DR) BY 44" DEEP LANDING ON EA. SIDE. NO MORE THAN 2% SLOPE. FOR ALL INSWINGING DOORS, THE THRESHOLD SHALL NOT BE MORE THAN 1/2" HIGHER THAN THE LANDING. 11. EGRESS WINDOWS WITH AN OPENING HIGHER THAN 6' 0" OFF THE GROUND SHALL HAVE THE TOP OF SILL 24" OFF T.O.FIN.FLR. OPERABLE WINDOWS AT THIS HEIGHT CANNOT OPEN MORE THAN 4" WITH CONTROL DEVICES. 12. VAPOR BARRIERS TO BE CLASS I, MIN 6 MIL THICKNESS AND 1 PERM RATING OR LESS. 13. VAPOR RETARDER TO BE A MIN OF CLASS II ON THE INTERIOR SIDE OF WALLS. CLASS II CONSISTS OF KRAFT FACED FIBERGLASS BATTS. CLASS I SHEET POLYETHYLENE. 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTING THE SINGLE OR COMBINATION OF MATERIALS THAT MAKE UP THE BUILDING ENVELOPES AIR BARRIER. 15. PROJECT SHALL BE EQUIPPED WITH RADON CONTROL. G.C. TO ELECT PASSIVE OR ACTIVE CONTROL MEASURES. 16. ARCHITECT NOT HELD RESPONSIBLE FOR FAILED BLOWER DOOR TESTING. ALL BLOWER DOOR TESTING G.C. RESPONSIBILITY. CONSTRUCTION NOTES 1 View Name 1/8" = 1'-0"SCALE 101A5 A3-8 3 A5-2 A 0 0 Room name 202 BUILDING SECTIONS SEE DRAWINGS EX: SHEET A3-8, DETAIL 5 WALL SECTIONS SEE DRAWINGS EX: SHEET A5-2, DETAIL 3 EXTERIOR ELEVATION SEE DRAWINGS EX: SHEET A7-1, DETAIL 4 CONSTRUCTION DETAIL SEE DRAWINGS EX: SHEET A6-3, DETAIL 2 INTERIOR ELEVATION SEE DRAWINGS EX: SHEET A7-1, DETAIL 4 & 5 DOOR SYMBOL SEE DOOR SCHEDULE WINDOW SYMBOL SEE WINDOW TYPES ROOM SYMBOL EX: 202 -SECOND FLOOR GRID LINES: LETTERS LEFT TO RIGHT NUMBERS BOTTOM TO TOP SPECIFIC FRAMING MEMBER REFERENCE SYMBOLS 5 A3-8 1 A101 SIM A7-14 A7-14 5 A 1 (E)EXISTING WORK (N)NEW WORK ANCHOR BOLT AIR CONDITIONING ACOUSTICAL CEILING TILE ADDENDUM ADJACENT ABOVE FINISHED FLOOR AIR HANDLING UNIT AIR INFILTRATION BARRIER ALTERNATE ALUMINUM ARCHITECTURAL BOTTOM OF BUILDING BLOCKING BETWEEN BOTTOM OF WALL BUILT UP CENTERLINE CATCH BASIN CENTER TO CENTER EXTERIOR GRADE PLYWOOD CUBIC FEET CERAMIC TILE CHANNEL CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UNIT COLUMN/COLUMNS CONCRETE CONSTRUCTION CONTINUOUS COORDINATE CENTER CENTERED DOUBLE DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DETAIL DRAWING EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION -HEIGHT ELECTRICAL EQUAL EXISTING EXISTING TO REMAIN EXTERIOR WALL ASSEMBLY ELECTRIC WATER COOLER EXTERIOR R RD RDWD RE REF REFG REINF REQD RES RM RO SCHED SACT SF SG SHT SHTG SHWR SIM SIP SPEC SS STD STL STOR STRUC SUB FLR T&G T ALUM TB THRU TJI TO TOB TOP TO FTG TOS TOSL TOW TP DISP TR TS TYP UG UNO VAC VCT VERT VB W/ WC WD WNDW W/O WP W/R WT WWF RADIUS, RISER ROOF DRAIN REDWOOD REGARDING REFERENCE REFRIGERATOR REINFORCING REQUIRED RESILIENT ROOM ROUGH OPENING SCHEDULE SUSPENDED ACOUSTICAL CEILING TILE SQUARE FEET SUPPLY GRILLE SHEET SHEATHING SHOWER SIMILAR STRUCTURAL INSULATED PANEL SPECIFICATIONS STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUBFLOOR TONGUE AND GROVE TUBULAR ALUMINUM TEST BORE THROUGH TRUSS JOIST INCORPORATED TOP OF TOP OF BEAM TOP OF PLATE TOP OF FOOTING TOP OF STEEL TOP OF SLAB TO OF WALL TOILET PAPER DISPENSER TREAD TUBULAR STEEL TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VACUUM OUTLET VINYL COMPOSITION TILE VERTICAL VAPOR BARRIER WITH WATER CLOSET WOOD WINDOW WITHOUT WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE FABRIC AB A/C ACT ADDM ADJ AFF AHU AIB ALT ALUM ARCH BO BLDG BLKG BTWN BOW BU CL CB CC CDX CF CT CH CJ CLG CLR CMU COL/COLS CONC CONST CONT COORD CTR CTRD DBL DF DIA DIM DN DR DS DTL/DET DWG EA EIFS EJ ELEV ELEC EQ (E)/EXTG ETR EW/EWA EWC EXT GA GC GALV GL GLU LAM or GLB GWB HD BD HM HORIZ HP HR HT HTG HVAC IN INFO INSUL INT IWA JST JT LB LF LTWT LVL MFR MAT MAX MECH MDF MIN MIR MISC MO MTL N/A NIC # NTS OC OH OPNG OPP PAF PART BD PERP PL PLAM PLY/PLYWD PNL PRE PSF PSI PSL PT PVC PNT QTY GAUGE GENERAL CONTRACTOR GALVANIZED GLASS GLUE LAMINATED BEAM GYPSUM WALL BOARD HARD BOARD HOLLOW METAL HORIZONTAL HIGH POINT HOUR HEIGHT HEATING HEATING, VENTILATING, AIR CONDITIONING INCH INFORMATION INSULATION INTERIOR INTERIOR WALL ASSEMBLY JOIST JOINT POUND LINEAL FEET LIGHTWEIGHT LAMINATED VENEER LUMBER MANUFACTURER MATERIAL MAXIMUM MECHANICAL MEDIUM DENSITY FIBER BOARD MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING METAL NOT APPLICABLE NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OVERHEAD OPENING OPPOSITE POWER ACTUATED FASTENER PARTICLE BOARD PERPENDICULAR PLATE PLASTIC LAMINATE PLYWOOD PANEL PREFINISHED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER PRESSURE TREATED POLYVINYLCHLORIDE PAINT QUANTITY ABBREVIATIONS FD FND T.O.F FO FEC FIN FLR / FF FLR FT FTG FLOOR DRAIN FOUNDATION TOP OF FLOOR SHEATHING FACE OF FIRE EXTINGUISHER CABINET FINISHED FLOOR FLOOR FOOT FOOTING ASSEMBLY PENETRATION SCHEDULE MARK TYPE OF ASSEMBLY FIRE RESISTANCE RATED WALLS TYPE OF PENETRATION ITEM PENETRATING THROUGH PENETRATION PVC PIPE, 4" OR SMALLER 3M BRAND SYSTEM C-AJ-2637, 2 HOUR RATING UL 1479 FIRE RESISTANCE RATED WALLS THROUGH PENETRATION COPPER OR STEEL PIPE, 4" OR SMALLER 3M BRAND SYSTEM C-AJ-1337, 2 HOUR RATING UL 1479 FIRE RESISTANCE RATED WALLS HORIZONTAL ASSEMBLIES THROUGH PENETRATION PVC PIPE, 4" OR SMALLER 3M BRAND SYSTEM F-C-2024, 1 HOUR RATING UL 1479 THROUGH PENETRATION 3M BRAND SYSTEM F-C-1002, 1 HOUR RATING UL 1479 THROUGH PENETRATION PVC PIPE, 4" OR SMALLER (BRANCH PIPING) 3M BRAND SYSTEM F-C-2129, 1 HOUR RATING UL 1479 F1 F2 F3 F4 F5 THROUGH PENETRATION DUCT MAIN, DUCT TO AIR DEVICE CONNECTION RUSKIN CFD7T RADIANT CEILING FIRE DAMPER UL 555C R8039 F6 THROUGH PENETRATION PEX PIPE, 24”OR SMALLER 3M BRAND SYSTEM F-C-2391, 1 HOUR RATING UL 1479F7 FIRE RESISTANCE RATED WALLS HORIZONTAL ASSEMBLIES FIRE RESISTANCE RATED WALLS HORIZONTAL ASSEMBLIES FIRE RESISTANCE RATED WALLS HORIZONTAL ASSEMBLIES FIRE RESISTANCE RATED WALLS HORIZONTAL ASSEMBLIES COPPER OR STEEL PIPE, 4" OR SMALLER PROTECTION TO BE USED PROVIDED (UL LIST) DRAWN BY:PROJECT #:REVDESCDATEPHASEPRE SDDDCDDATE1234A0-2 06.14.22ARCHITECTURAL NOTES &LEGENDSBAXTER LOT 4AEQUESTRIAN LANEBOZEMAN, MT 59715SITE PLAN REVIEWPERMIT #---Author--------