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10-451-004CONSTRUCTION DOCUMENT NOTES I. THESE PRINTS ARE AN INSTRUMENT OF SERVICE ONLY. ALL IDEAS, DESIGN AND ARRANGEMENTS INDICATED ARE THE PROPERTY OF ARCHITECT OF RECORD 2. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SGALE DIMENSIONS. ' 3. CONTRACTOR SHALL VISIT THE JOB SITE, VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS OF THE PROJECT, ARCHITECT OF RECORD MUST BE NOTIFIED BY THE CONTRACTOR OF ANY CONDITION5 NOT 5HOLN ON THESE DRAWINGS. 4. CONTRACTOR SMALL PROMPTLY NOTIFY ARCHITECT OF RECORD IN WRITING OF THE EXI5TENGE OF ANY OBSERVED VARIATIONS 5ETWEEN THE CONTRACT / CONSTRUCTION DOCUMENTS AND /OR ORDINANCES OF REGULATORY AGENCIES. ERRORS, AMBIGUITIES AND /OR OMISSIONS. RETURN TO ARCHITECT OF RECORD FOR CORRECTION BEFORE ANY PART OF THE WORK IS STARTED. 5. CONTRACTOR SHALL SUPPLY DETAILS OF IUINDOW5, DOORS AND GARAGE DOORS GENERAL CONSTRUCTION NOTES m 1 • • • • • • • • 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB PRIOR TO BEGINNING CONSTRUCTION, 25, ALL WOOD BEARING WALLS ENDING AT AN EXTERIOR WALL SHALL BE ATTACHED TO THE WALL SCONCE i EXTERIOR WALL w/ A P.T. STARTER "2 -BY' SHOT INTO THE 4 -BAR COL. w/ 3' PINS *9' O.C. • % 2. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE 00:00 • • • TYPIGAL 4 SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 26. ALL WOOD BEARING WALLS SHALL. TERMINATE WITH (3) NAILED 2x STUDS. • 3. PRELIMINARY TRUSS ENGINEERING MUST BE 5U15MITTED TO ARCHITECT 21. PARTITION WALLS TO BE METAL 5TUD5 AT 24' O.G. • r FOR APPROVAL PRIOR TO POURING ANY SLAB OR FOOTINGS. 28. ALL GUY GREY BOXES IN FIRE RATED WALLS TO BE MADE OF STEEL OR FRAMED Y 4. ALL PRODUCTS 4 MATERIALS SHALL BE APPLIED OR INSTALLED ACCORDING TO ON REAR SIDE AND COVERED WITH 5/8' TYPE 'X' GYP. BOARD, 51MPLEX RECEPTACLE MANUFACTURER'S SPECS. 29, FIRE 5TOP5 TO BE PROVIDED IN ALL FURRED SPACES Q V -0' O.C. • 5. ALL CONCRETE WORK SHALL COMPLY WITH LATEST EDITION OF THE ACI BLDG • •r.•• " CODE (ACI 318 -99), AND (ACI 301 -99). 30, TIE BEAMS ARE TO BE CONTINUOUS AS PER CODE, AND MIN. 8'x12', EXTENDING REINFORCE ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH (ACI 530 -99) MIN, S" OVER SUPPORT ENDS (12" AT GARAGE OPENINGS), OR A5 NOTED ON PLANS MTD. RECEPTACLE 6. ALL CONCRETE SHALL CONFIRM TO A5TM G94 -94 AND SHALL HAVE 3000 PSI FOR y 31. THE TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED (S" MAXIMUM) SECTION ,u SLABS ON GRADE 4.3000 PSI FOR BEAMS, COLUMNS, 4 CELLS AT 28 DAYS. TO FIT BLOCK WORK. CEILINGS FLOOR RECEPTACLE 1. FOUNDATIONS WERE DESIGNED FOR A BOIL BEARING CAPACITY OF 2500 PBF 32. TIE BEAM, PLATE, SOFFIT 4CEILING HEIGHTS ARE TAKEN FROM FINISHED FLOOR SLAB 120' -0'. PLASTIC TELEPHONE OUTLET TH15 CONDITION MUST BE CERTIFIED TO BE 50 BY A 501L TESTING 33. FIRST BLOCK CAVITY AT EACH SIDE OF OPENINGS SHALL BE FILLED W/ CONCRETE �j j DEDICATED TELEPHONE OUTLET LABORATORY WITH THE RE5ULT5 SUBMITTED TO ENGINEER ON RECORD FOR UNLESS SHOWN OTHERWISE. CONCRETE WALL MTD. APPROVAL PRIOR TO ANY FOOTING OR FOUNDATION SYSTEM INSTALLATION. B W TELEPHONE OUTLET 6. ALL FILL SHALL BE COMP. TO A MIN. OF 951• DENSITY 4 TERMITE TREATED 34, ALL WINDOWS (GLASS BLOCK, FIXED GLASS 4 OPERABLE UNITS) AND DOORS 4 THEIR A55EM15L1E6 SHALL MEET THE REQUIREMENTS SET FORTH CODE (E) OR BE CODE CONDUIT TO BOX FOR FUTURE FOR A DISTANCE OF A 5' -V FROM PERM. OF ALL FTGB. OR BLAB EDGES. PROVEN TO BE ACCEPTABLE BY SEPARATE ENGINEERING. DEDICATED 9. FLOOR BLAB SHALL BE 4' THICK, POURED CONCRETE BLAB W/ 6x6 1W 14XW14 /W,W.M, ON 35. SILL AND BASE PLATES TO BE ATTACHED TO CONCRETE WITH 1/2' ANCHOR BOLTS BLINDS FLOOR MTD, TELEPHONE OUTLETe 0.004 vI6QUEEN PLASTIC OR EQUAL VAPOR BARRIER, ON WELL TAMPED, TERMITE TREATED WITH MIN, T EMBEDMENT U.N.O. STEEL SWITCH SINGLE POLE SAND FILL (VIBRO- COMPACTED). AS PER FBC 320.1 OR AS NOTED ON PLANS 36. ALL FIXED GLASS THICKNESS TO BE BY SEPARATE ENGINEERING. ELECTRIC SWITCH - TYPE " 10. WELDED WIRE FABRIC SHALL COMPLY W/ ASTM A 185, UNLE55 OTHERWISE SPECIFIED EXIT LIGHT T 1,2 3 INDICATED BY PLACE FABRIC 2' CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE. 37. ALL E6RE55 WINDOWS NOTED 'E" SHALL MEET THE FOLLOWING REQUIREMENTS: TEMPERED DIMMER SWITCH ACOUSTICAL CLEAR OPENING OF NOT LE55 THAN 20" IN WIDTH, 24' IN HT., 4 5.1 50FT. IN AREA, D T 11. ALL REINFORCING STEEL SHALL BE GRADE 60, OR AS NOTED ON PLAN THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN 44' AFF. 'EGRESS" WINDOWS SHALL CLG. TILE 5WI SWITCH H PL PLATE 12, CONCRETE COVER FOR REINFORCING STEEL SHALL MEET LATEST ACI SPECIFICATION. CONFORM TO CODE. VERTICAL JUNCTION BOX ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET 5TEEL 38. SLIDING GLASS DOORS 4 FRENCH DOOR& SHALL HAVE TEMPERED GLA55. ALL WINDOWS FIN15H FLOOR CLG, OR FLOOR CONFORMING TO 45TM A 185, LAP ALL BARS MIN. 46 BAR DIAMETERS UNLE55 OTHERUJ15E AND SLIDING DOORS TO HAVE INSECT SCREENS. I �J JUNCTION BOX IN WALL NOTED ON DRAWINGS. LAP ALL WWF A MIN. OF 6'. UNLE55 OTHERWISE NOTED. FIRE CONTROL 5Y5TEM FO FAN OUTLET , GL5. 39. FIRE STOPS REQUIRED AROUND_ TOP, BOTTOM 4 SLIDING DOOR POCKETS. 13. PROVIDE ONE "5 X 4'0" SENT BAR FOR EA. HORIZONTAL BAR SCHEDULED AT THE CODE ALARM HOL, LOUD SPEAKER OUTSIDE FACE OF CORNERS OF CONC. WALLS, BEAMS, 4 CONTINUOUS WALL FOOTING. 40. ALL EXTERIOR TYPE SWING DOORS TO HAVE A METAL THRESHOLD. METAL PIN HORIZ. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE AGI RECOMMENDED HOOKS 41. ALL DETAILS, PRODUCT APPROVALS 4 NOTES SHOWING SHUTTER CONNECTIONS 4 ASSEMBLIES SP UNLE55 OTHERWISE NOTED, SHALL BE PROVIDED BY THE BUILDER/CLIENT. SHUTTERS ARE MANDATORY UNLESS 2' X 4' AT 14. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE W/ THE SEPARATE ENGINEERING, PROVIDED BY THE SAME PARTY, ACCOMPANIES PLAN WITH PROOF FLUORESCENT FIXTURE JT. LATEST A15C CODE. STRUCTURAL STEEL SHALL CONFORM TO A5TM SPECIFICATION A 36, OF OTHER METHODS DEEMED TO COMPLY WITH F.B.G, VINYL TILE MU51C ALL STEEL TUBING SHALL CONFORM TO ASTM SPECIFICATION A 500 GRADE B(Fy =46 K51). 42. SCREEN ENCLOSURES TO BE UNDER SEPARATE PERMIT WHERE SCREEN ENCLOSURE 15 TO LAVATORY VCT ALL STEEL TO HAVE SHOP 4 FIELD WELDING PERFORMED BY WELDERS QUALIFIED 45 BE ATTACHED TO FASCIA, IT MUST BE ATTACHED TO THE TRUSSES BY SOUTHEASTERN EXISTING TEL. SWITCHBOARD DESCRIBED IN AMERICAN WELDING 50CIETY'5 STANDARD QUALIFICATION PROCEDURE METALS REGULAR 20GA. ANCHORS, W/ (4) 6d NAILS INTO THE TOP OF THE FASCIA, TILE (A5WD1.U, ALL STEEL. WELDING RODS SHALL BE E10XX ELECTRODES. AND (4) 8d NAILS INTO THE SIDE OF THE RAFTER (ONE ANCHOR PER RAFTER), O CLOCK CARPET TO RESIST 1000 Ibs. UPLIFT A5 PER CODE. SOUND SYSTEM 15. ALL MASONRY UNITS SHALL BE ASTM G 90-90 GRADE NI OR Nfi W/ MIN, COMPRESSIVE STRIP FIXTURE CERAMIC TILE OF 1500 STRENGTH P51 ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID 43. BATHROOM 4 TOILET ROOM FLOORS 4 BASE TO BE OF IMPERVIOUS MATERIALS. j I_ /j �1 MIMICROPHONE IN A FULL BED OF MORTAR IN RUNNING BOND U.O.N. 44, ALL GLASS IN 5ATHROOM5 TO BE TEMP BELOW 60' AFF. FINISH N.I.G. NOT IN CONTRACT 45, ALL SHOWER ENCLOSURE GLASS TO BE CAT II SAFETY GLAZING PER CODE, TILE TELEPHONE PANEL Ida, ALL MORTAR SHALL BE TYPE IN ACCORDANCE W/ A5TM SPECIFICATION C270 -92 W/ A 46, ALL WINDOW FRAMES TO BE SAT IN CAULK 5ED5. NOT TO SCALE ELECTRICAL PANEL MIN. COMPRESSIVE: STRENGTH OF 1800 PSI AT 28 DAYS (2500 w/ TYPE M). WG WALLCOvERING O.C. ON CFNTER 41. SCREEN SPRINKLER, POOL, AND A/C EQUIPMENT FROM VIEW. CORK TILE P 11. GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE W/ ASTM SPECIFICATION 48. ELEVATIONS ARE TAKEN FROM LOWEST LIVING AREA FIN.FLOOR SLAB WHICH SHALL BE 0' -0'. OPENING - 0476 HAVING A MIN, COMPRESSIVE STRENGTH OF 3000 PSI. WD WOOD 49, PENETRATION5 OF RATED WALLS AND FLOORS SHALL BE SEALED W/ A MATERIAL CAPABLE EXISTING MI 18. USE HORIZONTAL JOINT REINFORCEMENT AT EVERY COURSE w/ IS LADDER TYPE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE FOR REINFORCED MA50NRT 4 TRU65 TYPE FOR ALL OTHERS. REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE 5TOP5 . 19. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE CONSTRUCTED IN 50. ALL WATER CLOSETS, LAvATORIE5, SHOWER HEADS, URINALS AND SUCH SHALL COMPLY ACCORDANCE W/ THE "SPECIFICATION FOR THE DE51GN 4 CONSTRUCTION OF LOAD W/ CODE. BEARING CONCRETE MASONRY" PUBLISHED BY NAT'L CONCRETE MASONRY ASSOCIATION, 51. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CODE. 20. STRUCTURAL TIMBER TO BE DOUGLAS FIR OR SYP "2 (MIN) STRESS GRADE LUMBER 52, T�IE� SUPPORTING' STRUCTURE HAS BEEN DESIGNED FOR THE' FORCE5 SHOWN ON THE OR APPROVED EQUAL. THE MINIMUM ALLOWANCE PROPERTIES ARE Fb= 1,400 1-51 APPROVED MANUFACTURER'S DRAWINGS FOR GARAGE DOORS. Fv= 90 P51, E= 1,400,000 P5I, 4 PRESSURE TREATED FOR EXTERIOR USE. 53. ALL WD. HDR'S IN BEARING WALLS TO E3E PONE BY RATIONAL ANALYSIS. 21. ALL WOOD IN CONTACT WITH MASONRY OR LONG. SHALL 1,3E PRESSURE TREATED. 22, ALL TIMBER 4 TIMBER CONSTRUCTION SHALL COMPLY W/ SPECIFICATIONS 4 CODES SPECIFIED BY THE FOLLOWING: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL,± NAT'L FOREST PRODUCT5 ASSOC., NAT'L DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONt AMERICAN PLYWOOD ASSOC, PLYWOOD DESIGN SPECIFICATION± AMERICAN WOOD PRESERVERS A550C. STANDARD5i NAT'L LUMBER MANUFACTURERS ASSOC., NAT'L DESIGN SPECIFICATION FOR STRESS GRADE LUMBER 4 ITS FASTENINGS, 23. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. 24. WOOD BEARING PARTITION 2X4 OR 2X6 Q MAX. SPACING 16" O.G. WITH BRACING 4'- 0' O.G. w • • • • • • • • • PARTITION I WALL SCONCE i • • % • 00:00 • • • ••• Y • •• • r • • Y CEILING MTD. INCANDESCENT MARBLE 51MPLEX RECEPTACLE BLOCKING FIXTURE • • • •r.•• B1P,1455 RECEPTACLE REINFORCE DOWN LIGHT OFLOOR MTD. RECEPTACLE • • Y Y •••r Y •Y• • ••• SYMBOLS & ABBREVIATIONS I ABBREVIATIONS AP,F. ELECTRICAL t PARTITION I WALL SCONCE AIR CONDITIONINdl, `� 120v DUPLEX RECEPTACLE 1' - 0' A.FF PLATE FIXTURE �}- QUADROPLEX RECEPTACLE I-{ } WALL MTD. INCANDESCENT h' MTL, I YYY FIXTURE S SWITCHED RECEF -TACL1 REFLECTED CEILING MTD. INCANDESCENT MARBLE 51MPLEX RECEPTACLE BLOCKING FIXTURE REFRIGERATOR SPECIAL PURF'05E L.L RECESSED INCANDESCENT B1P,1455 RECEPTACLE REINFORCE DOWN LIGHT OFLOOR MTD. RECEPTACLE BRONZE WALL WASH SECTION SPECIAL PURP05E LL FLOOD LIGHT CEILINGS FLOOR RECEPTACLE SHEET RECESSED PLASTIC TELEPHONE OUTLET CENTERLINE INCANDESCENT WALL WASH �j j DEDICATED TELEPHONE OUTLET LAMINATE FLOOD LIGHT CONCRETE WALL MTD. BUILDING B W TELEPHONE OUTLET CONTINUOUS EMERGENCY CODE CONDUIT TO BOX FOR FUTURE VERTICAL EXIT LIGHT W/ BATTERY DEDICATED PACK BLINDS FLOOR MTD, TELEPHONE OUTLETe DRINKING FOUNTAIN EXIT LIGHT STEEL SWITCH SINGLE POLE DRAPERY W/ STROBE ELECTRIC SWITCH - TYPE " TELEPHONE EXIT LIGHT T 1,2 3 INDICATED BY ELEVATION AND ARROW TEMPERED DIMMER SWITCH ACOUSTICAL EX15T'G. D T TYPICAL BELL CLG. TILE 5WI SWITCH H PL PLATE FIRE EXTINGUISHER VERT, VERTICAL JUNCTION BOX I- y BUZZER FIN15H FLOOR CLG, OR FLOOR WAINSCOT I �J JUNCTION BOX IN WALL GENERAL CONTRACTOR WD. FIRE CONTROL 5Y5TEM FO FAN OUTLET , GL5. GLASS z CODE ALARM HOL, LOUD SPEAKER FLOORING MP METAL PIN HORIZ. HORIZONTAL ELECTRICAL DOOR SP SPRAYED RELEASE 2' X 4' AT 45HPALT TILE PH FLUORESCENT FIXTURE JT. FIRE ALARM BELL 2' X 4' FLUORESCENT VINYL TILE MU51C HUNG FIXTURE W/ EMER. LAVATORY VCT VINYL COMPOS. BATTERY PACK. EXISTING TEL. SWITCHBOARD LIGHT MGT TILE CEILING FLUORESCENT FIXTURE O CLOCK CARPET 2 - 40W FLUORESCENT SOUND SYSTEM MINIMUM STRIP FIXTURE CERAMIC TILE I O FLUORESCENT I_ /j �1 MIMICROPHONE QUARRY TILE STRIP FIXTURE FINISH N.I.G. NOT IN CONTRACT T TILE TELEPHONE PANEL N.T.S. NOT TO SCALE ELECTRICAL PANEL ABBREVIATIONS AP,F. ABOVE FINISH FLOOR PARTITION WALL FINISH (CONT'D) A.C. AIR CONDITIONINdl, `� •v�.P,ART. 41-L. PLATE Lu 05�- H ,FRI, 5-E SEAL: AR*r 1,5158 ALUM. ALUMINUM REGPT. RECEPTACLE MTL, METAL BLDG, BUILDING REFL. REFLECTED MA. MARBLE BLK'G. BLOCKING REFRG. REFRIGERATOR L.L 5R5. B1P,1455 REINF, REINFORCE WINDOW TREATMENT BR. BRONZE SECT. SECTION . LL CLG. CEILINGS 5HT. SHEET PL PLASTIC q CENTERLINE F.B.C. FLORIDA LAMINATE CONC. CONCRETE CA cm BUILDING B BLINDS CONT, CONTINUOUS CODE VB VERTICAL DED DEDICATED BLINDS D.F. DRINKING FOUNTAIN STL, STEEL D DRAPERY ELEC. ELECTRIC TEL. TELEPHONE 5 SHADES ELEV. ELEVATION TEMP. TEMPERED ACT ACOUSTICAL EX15T'G. EXISTING T'I'P. TYPICAL CLG. TILE F,E. FIRE EXTINGUISHER VERT, VERTICAL E5 EXPOSED FF, FIN15H FLOOR WSCT. WAINSCOT SPLINE G.C. GENERAL CONTRACTOR WD. WOOD 05 CONCEALED GL5. GLASS SPLINE HOL, HOLLOW FLOORING MP METAL PIN HORIZ. HORIZONTAL SP SPRAYED INT. INTERIOR AT 45HPALT TILE PH PLASTER JT. JOINT VT VINYL TILE HUNG LAV. LAVATORY VCT VINYL COMPOS. EC EXISTING LT. LIGHT MGT TILE CEILING MAX. MAXIMUM C CARPET MIN. MINIMUM CT CERAMIC TILE MTL. METAL OT QUARRY TILE WALL. FINISH N.I.G. NOT IN CONTRACT T TILE N.T.S. NOT TO SCALE M MARBLE WG WALLCOvERING O.C. ON CFNTER CK CORK TILE P PAINT /STAIN OP'G. OPENING WD WOOD WD WOOD EX EXISTING MI MIRROR ARCHITECTURAL OWINDOW NUMBER NORTH ARROW 0 DOOR NUMBER BUILDINGS SECTION A- REFERENCE DRAWING NUMBER 1 WALL SECTION OR ELEVATION A- REFERENCE DRAWING NUMBER 1 DETAIL A- REFERENCE DRAWING NUMBER ROOM /SPACE NUMBER I EQUIPMENT NUMBER PLUMBING HOT WATER • WATER CLOSET - COLD WATER SOIL LINE D DRAIN LINE E BIDET - - - - -- -- VENT G -- 6A5 LINE D URINAL -4145 HOSE 131513 0 LAVATORY CO CLEAN OUT BATHTUB 0 FD FLOOR DRAIN Fl SHOWER EWH WATER HEATER CITY 4I" SOL113i M;,rV *fit . G f• BUILDING ?,I ... : LrTIOIN 6UILDING SEC; r .: C ; Y: • .-- r1PPROWED DATE. MECHANICAL CEILING DIFFUSER WALL REGISTER RETURN OR SUPPLY i CEILING DIFFUSER W/ BAFFLE O THEMOSTAT , 5' -0' AFr- RETURN AIR 1 E EXHAUST FAN EF o FAN/LICsHT COMBINATION REVISIONS 5Y: • k V r V •rr • a {'r Lu 05�- H ,FRI, 5-E SEAL: AR*r 1,5158 u u IIJ ��ptLz QOQ�UUIo��- }- r-- oil' wu Q o ��d) uz�0o Q- �i o ty zo�u�o� zq m I u1, 0- a o u Qzu -�ocn0 o0= z w 0 W -n (y Ul �lQwr(ygI -A0 W F- cfSwwtp' S 0 QIK�UDfX -7T F- u- W N v ♦ r" W L.L 00 I W Lo 0 o T- J © . LL ro T Tm coo 042 CO3 COD Go c coo W CA cm cm LO NX c LINEAR DIFFUSER 1 ``'.' lllmlzzz� FIRE DAMPER DRAWN E.M.M. CHECKED W.H.F, DATE 2 -16 -10 SCALE A5 NOTED JOE;. NO. 10.0011 SHEET CiN � I Cp SHEET5