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HomeMy WebLinkAboutB08-0009 plansARCHI TECT ARCHITECTURAL SERVICES, P.O. 210 EDWARDS V I LLAOE BLVD., SUITE G -204 P.O. BOX 385 EDWARDS, GOLORADO 81632 (cf70) q26 - 7605 (a70) a26 -7610 (FAX) ♦ + + A r . A -2 EXISTING GONDITION5 ENTRY LEVEL FLOOR PLAN • • + # +� r + # #w + ` ♦ wwi r ww r # #w w A +, wor k q WN r t 1 # 5400 # A -6 PROPOSED ENLARGED UPPER LEVEL FLOOR PLAN (1/2" =1' -0 A -1 INTERIOR ELEVATIONS • i w •w # INTE . # MATE RIAL5 AN FIN15H N OT E 5 # A -10 DETAILS A -1I DETAILS A -12 DETAIL5 A -13 DETAIL5 5--5 ROOF FRAMING PLAN + reA W . 9 1 r • WwA wr # +# r ENT ELEGT , r PLA ww # w# r U PP ER ELEGTRIGAL AND LIC PLA MI.O 5GHEOULE5 AND DETAILS M2.0 UPPER LEVEL HVAG PLAN .r► NM JANUAWY - 7,:200a AlIc STRUCTURAL r-N6 l Nr =r- F2 JVA GONSULTI E:N(51NEERS 131 cl 5PRUGE STREET BOULDER, COLORADO 80302 (503) 444 -IQ51 ENCSINEER 00C, ARCHITECTU E:NC7 NEERI NG GON5ULTANT5 40801 US HIGHWAY 6 $ 24 SUITE 214, EAGLE -VAIL P.O. BOX 848a AVON, GOLORADO 81620 (Q70) 748 -8520 - .- FOR MA ILINO P E30X 34 VAIL, GOLORADO 5165b F OP , r r P.. 406cfi0 HWY 6 $ 24 SUITE D AVON, GOLORADO 81620 (cf70) 845 -1001 (cf70) 845 - 0 1 1 1 - 1 i (FAX) :. �► M r a i I. ALL WORK WILL BE COMPLETED IN AGGORDANGE WITH THE 2003 EDITIONS OF THE "INTERNATIONAL BUILDING CODE" ( "`iBG "), INTERNATIONAL PLUMBING GODS, "INTERNATIONAL MECHANICAL CODE" AND "INTERNATIONAL FIRE CODE ", THE 2005 EDITION OF THE NATIONAL ELEGTRIGAL GODE AND TOWN OF VAIL ORDINANCE 4 5ERIE5 OF 2005 FOR ADOPTION OF THE ABOVE L15TED CODES. 2. THE EXISTING BUILDING HAS BEEN CONSTRUCTED TO SATISFY A TYPE II -FR. GONSTRUCTION GLA551FIGATION. UNDER THE M05T CURRENT CODE THE PRESENT CLASSIFICATION IS TYPE I -B. ALL NEW WORK WILL BE COMPLETED IN ACCORDANCE WITH THE I -B GLA55IFIGATION. 3. THE EXISTING BUILDING HAS BEEN CLASSIFIED AS AN R2 OGGUPANGY. ALL NEW WORK WILL BE COMPLETED IN AGGORDANGE WITH THIS GLA551FIGATION. 4. AFTER GOMPLETION OF DEMOLITION AND PRIOR TO THE START OF NEW GONSTRUGTION, THE GONTRAGTOR HILL INVITE THE BUILDING DEPARTMENT TO OBSERVE THE EXISTING GONDITION5 AND WILL MAKE ANY CODE RELATED CORRECTIONS THEY 5U6GE5T. IT 514OULD BE NOTED THAT THE REQUIRED CORRECTIONS, IF NOT NOTED ON THE GON5TRUGTION DOCUMENTS, ARE NOT A PART OF THE GONTRAGT FOR CONSTRUCTION AND WILL BE AN ADDITIONAL GOST TO BE PAID BY THE OWNER. 5. MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM ARE TO BE DESIGNED AND BUILT BY A COMPANY APPROVED BY THE TOWN OF VAIL FIRE DEPARTMENT. PLANS ARE TO BE SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ANY WORK STARTING ON TH15 ELEMENT OF THE CONSTRUCTION. SEE GENERAL GONSTRUGTION NOTE NO. la SHEET A -4. 6. EXISTIN6 RATED ASSEMBLIES, AND FIREPROOFIN6 PROTECTION ON STEEL BEAMS, DAMA6ED DURING CONSTRUCTION WILL BE REPAIRED TO PROVIDE THE ORIGINAL RATIN6 AND PROTECTION. IT SHOULD BE NOTED THAT THE EXI5TIN6 FLOOR GEiLIN6 AND ROOF GEILING ASSEMBLIES DO NOT INGLUDE THE DRYWALL GEILIN6 MEMBRANE. THE ASSEMBLY BE61N5 WITH THE 5PARY -ON FIREPROOFING ON THE METAL FLOOR OR ROOF DEGKIN6. T ALL PENETRATIONS OF THE EXI5TIN6 AND PROPOSED WALL ASSEMBLIES, FLOOR / CEILIN6 ASSEMBLY AND GEILIN6 / ROOF ASSEMBLY ARE TO BE SEALED IN AGGORDANGE WITH THE "IBC" AND WITH U.L. APPROVED ASSEMBLIES. AFTER GOMPLETION OF PLUMBING AND ELEGTRIGAL ROUGH -IN AND PRIOR TO INSTALLATION OF INSULATION OR DRYWALL, THE GONTRAGTOR WILL REVIEW PENETRATIONS WITH THE ARCHITECT, WHO WILL PROVIDE THE REQUIRED PENETRATION 5EALIN6 ASSEMBLIES. PROVIDE (1) WEEK NOTICE TO ALLOW THE ARCHITECT TIME TO 5GHEDULE THE 51TE REVIEW OF PENETRATIONS AND TO 6ENERATE THE LIST OF ASSEMBLIES. 8. INTERIOR NON - BEARING WALL5 DO NOT HAVE TO BE RATED. a. PROVIDE 5/8"" TYPE `X " DRYWALL WHERE INDIGATED IN DETAILS AND NOTED ON PLANS. 10. PROVIDE SMOKE ALARMS IN THE LOCATIONS INDICATED ON THE PLAN. AS REQUIRED BY SECTION ci07.2.10.3 OF THE "IBG " ALL ALARMS ARE TO BE INTERGONNEGTED. AS REQUIRED BY SECTION Ci0 1.2.10.2 OF THE "1156 ", PRIMARY POWER WILL BE FROM THE BUILDING WIRING WITH A BATTERY BAGK -UP. 11. THE EXISTIN6 CORRIDOR AT THIS LEVEL 15 AN EXIT PA55A6EWAY CONNEGTIN6 THE 5TAiR (EXIT ENCLOSURE) TO THE EXIT DOOR. THE INSTALLATION OF THE NEW DOOR AND THE IMPACT ON THE EXI5TIN6 WALL GON5TRUGTION WILL HAVE TO BE REPAIRED TO PROVIDE THE REQUIRED 2 -HR. FIRE RESISTIVE RATING. (SEE ASSEMBLY NO.1 ON SHEET A -1). ALL PENETRATIONS WILL BE SEALED IN ACCORDANCE WITH NOTE NO. 7 ABOVE. 12. PER A CONVERSATION WITH THE TOWN OF VAIL BUILDIN6 DEPARTMENT, THE NEW STEEL BEAMS TO BE ATTACHED TO THE EXI5TIN6 ROOF BEAMS AND TO SUPPORT THE NEW FLOOR SYSTEM (BRIDGE) BELOW WILL BE PROTECTED WITH A 2 -HOUR FIRE RATED ASSEMBLY (SEE ASSEMBLE NO. 6 ON SHEET A -1). THE ASSEMBLY GAN BE LIMITED TO THE BEAMS BEING ADDED AND DOES NOT HAVE TO BE PROVIDED AT THE EXI5TIN6 BEAMS THEY WILL ATTACH TO. 15. REFER TO SHEET A -1 FOR FIRE RATED ASSEMBLIES. ALTERNATE PRICING: PROVIDE A LIST OF THE FOLLOWIN6 ELEMENTS OF CONSTRUCTION WITH THE G05T OF EACH INDICATED. UNLE55 NOTED OTHERWISE THE G05T5 5HOULD BE INGLUDED IN THE TOTAL BUDGET. I. WOOD FLOORIN6 FOR THE ENTIRE LIVING AND CIRCULATION SPACE. (SEE GENERAL GONSTRUGTION NOTE NO. 18 ON SHEET NO. A -4). 2. KITCHEN MODIFICATIONS (SEE MATERIALS AND FINISH NOTE NO. 25 ON SHEET A -(i). 3. MASTER BEDROOM BUILT -IN CABINET (SEE MATERIALS AND FINISH NOTE NO. 23 ON SHEET A -q AND INTERIOR ELEVATION NO. 2 ON SHEET A -a). THE FOLLOWING SHOULD ALSO BE CONSIDERED. A. WALL GON5TRUGTION D15PLAYED ON SHEET A -6. 5. BOOKCASE D15PLAYED IN INTERIOR ELEVATION NO. 3 ON SHEET A - G. ADDITIONAL ELECTRICAL AND LIGHTING ( 5EE SHEET E -3). 4. EXISTING ENTERTAINMENT GENTER AND LIVIN6 ROOM WE5T WALL REMODEL (SEE MATERIALS AND FINISH NOTE NO. 24 ON SHEET A -q AND BUILDIN6 5ECTION NO. I ON SHEET A -1). THE FOLLOWING SHOULD ALSO BE CONSIDERED. A. MODIFIED EXISTING AND NEW ELECTRICAL REQUIRED AT THE ENTERTAINMENT CENTER AND NEW TELEVISION LOGATION (SEE SHEET E -2). 5. CLEAR ACRYLIC STAIR AND GUARD RAIL (SEE MATERIALS AND FINISH NOTE NO. 26 ON SHEET A -q). THE COST FOR THI5 ALTERNATE SHOULD NOT BE INCLUDED IN THE BUDGET FOR GON5TRUGT ON. 6. LOW STORAGE CLOSET INGLUDING ALL OF THE FOLLOWING. A. TEXTURED AND PAINTED DRYWALL AT NALL5 AND CEILING. B. DOOR TO 5PAGE. (5EE FINISH AND MATERIALS NOTE NO. I1 -F ON SHEET A -8). G. CARPET (SEE FIN15H AND MATERIALS NOTE NO. 2 ON SHEET A -8). D. LIGHT FIXTURES AND SNITCH (SEE ELECTRIGAL AND LIGHTING PLAN E -2). 7. NEW ELEGTRIGAL FOR THE ELEGTRIGALLY OPERATED SHADES IN THE BEDROOMS (SEE 5HEET5 E -2 AND E -3). THE SHADES WILL BE PROVIDED AND INSTALLED BY THE OWNER. Rim ! • I � 11 l• •i • Town of 4 OFFICE P U Sheet Number 1 ` � 4 1 � s � 11 l• •i • Town of 4 OFFICE P U Sheet Number ..r. •r M111I INTERNATIONAL BUILDINC7 CODE (IBG) TABLE 120.1 (5) MINIMUM PROTECTION FOR FLOOR AND ROOF 5Y5TEM5 (CIq FLOOR OR ROOF I TEM 55 -3cl 5TG THIGKNE55 OF FLOOR OR ROOF SLAB (inches) MINIMUM THIGKNESS OF CEILING (inches) 4 3 2 1 4 3 2 1 GON5TRUGTION NUMBER GEILING GON5TRUGTION hour hour hour hour hour ho hour hour U- SHAPED BRACKETS SPAGED 24" ON CENTER 0.018" THICK (NO. 25 CARBON OPPOSITE SIDES AND OFFSET 13/4" FROM GOREBOARD CEILING OF 5/8" TYPE "X" WALLBOARD (c) DOES NOT INCLUDE PRIMER THICKNESS. JOINTS TO FORM AN INTERLOGKIN6 JOINT. METAL GAP 1 SHEET STEEL SASE) 1 5/8" DEEP BY I 6ALVANIZED STEEL RUNNER CHANNELS UG, 5 -24 -65 TRACK 18 SA6E 2 1/4" WIDE, 3" WIDE 20 GAGE SNAP -IN NU -CMEM ING - TYPE THERMO -SORB. ATTACHED TO 7/8° DEEP BY 2 5/8" BY 0.021 ARE FIRST INSTALLED PARALLEL TO AND ON EACH SIDE OF THE TOP BEAM 2 INVESTIGATED FOR INTERIOR FLANGE TO PROVIDE A 1/2" CLEARANCE TO THE FLANSE. THE CHANNEL 6. STEEL JOISTS CONSTRUCTED INCH (NO. 25 CARBON SHEET STEEL GAGE) I 3 RUNNERS ARE ATTACHED TO STEEL DECK OR CONCRETE FLOOR ) WITH A POURED REINFORCED BEARING THE UL C _A_%IFIGATION MARK. HAT - SHAPED FURRING CHANNELS 12" ON U- SHAPED BRACKET5 ARE FORMED FROM MEMBERS IDENTICAL TO THE CONCRETE SLAB ON METAL 6 -4.1 CENTER WITH I ". LONG NO. 6 WALLBOARD _ _ 2 1/2'" - - - - 5/8" - LATH FORMS OR STEEL FLANSE5 OF THE CHANNEL ARE OUT OUT 50 THAT 1 5/8 " DEEP CORNER 5GREW5 AT 8" ON GENTER. CHANNELS WIRE 2. WEBS OR FLANSES OF STEEL GHANNEL5 CAN BE IN5f:f2TED WITHOUT ATTACHMENT PARALLEL TO EACH 51DE FORM. (de) TIED TO BOTTOM CHORD OF JOISTS WITH OF THE LOWER FLANSE. 2 -4.1 — DOUBLED 0.04a INCH (NO. 18 B.W. (5AGE) WIRE 1 1/4" — A5 AN ALTERNATE, 0.021" THICK (NO. 24 CARBON SHEET STEEL 6A6E) I "x2 OR 5U5PENDED BELOW JO15T5 ON WIRE RUNNER AND CORNER ANGLES MAY BE U5ED IN LIEU OF GHANNEL5, AND WEB CUTOUTS IN THE U- SHAPED BRACKETS MAY BE OMITTED. EACH ANGLE IS HAN6ER5 (g) ATTACHED TO THE BRACKET WITH 1/2 "- LONG NO. 8 5ELF- DRILLING 50REW5. IBG TABLE 720.1 (3) ITEM NO. 6 -4.1 NOTE5: I. REFER TO TABLE 720.1 (5) NOTES ON PAGE 128 OF (IBG) FOR NOTES (a, c, d, e, g AND CO 2. AT GONTRAGTORS OPTION, SPRAY -ON F I REPROOF I NG GAN BE USED IN LIEU OF THE SPECIFIED ASSEMBLY. SUBMIT INTENDED ASSEMBLY TO THE ARGHITEGT FOR REVIEW. • i► !/ • /' it r • STRUGTURAL PARTS TO BE ITEM 55 -3cl 5TG MINIMUM THIGKNE55 OF I N5ULATI NO MATERIAL FOR THE FOLLOWING FIRE- RE515TANGE PERIODS (inches) 4 S 2 1 PROTEGTED NUMBER I NSULA<TI NO MATERIAL U5E hour hour hour hour 2 -1/4" FACE LAYER 24" WIDE 5/8" TYPE "x" GYPSUM WALLBOARD LAMINATED PARALLEL TO EACH SIDE OF I" TWO LAYERS OF 5/8" TYPE "X" SYP5UM WALLBOARD (G) ARE ATTACHED TO LIMITING HEIGHT: 14' -O° 6YPSUM GOREBOARD. FACE LAYER JOINTS ALIGNED ON ~ ";+° ' APPROX. WEIGHT: U- SHAPED BRACKETS SPAGED 24" ON CENTER 0.018" THICK (NO. 25 CARBON OPPOSITE SIDES AND OFFSET 13/4" FROM GOREBOARD DOES NOT INCLUDE PRIMER THICKNESS. JOINTS TO FORM AN INTERLOGKIN6 JOINT. METAL GAP 1 SHEET STEEL SASE) 1 5/8" DEEP BY I 6ALVANIZED STEEL RUNNER CHANNELS UG, 5 -24 -65 TRACK 18 SA6E 2 1/4" WIDE, 3" WIDE 20 GAGE SNAP -IN NU -CMEM ING - TYPE THERMO -SORB. LOCKING BASE. (NLB) ARE FIRST INSTALLED PARALLEL TO AND ON EACH SIDE OF THE TOP BEAM 2 INVESTIGATED FOR INTERIOR FLANGE TO PROVIDE A 1/2" CLEARANCE TO THE FLANSE. THE CHANNEL CONDITIONED SPACE AND INTERIOR I I 3 RUNNERS ARE ATTACHED TO STEEL DECK OR CONCRETE FLOOR ) BEARING THE UL C _A_%IFIGATION MARK. GON5TRUCTION WITH APPROVED FASTENERS SPAGED 12" ON CENTER. U- SHAPED BRACKET5 ARE FORMED FROM MEMBERS IDENTICAL TO THE CHANNEL RUNNERS. AT THE BENT PORTION OF THE U- SHAPED BRACKET, THE FLANSE5 OF THE CHANNEL ARE OUT OUT 50 THAT 1 5/8 " DEEP CORNER 2. WEBS OR FLANSES OF STEEL GHANNEL5 CAN BE IN5f:f2TED WITHOUT ATTACHMENT PARALLEL TO EACH 51DE BEAMS AND 61 RDER5 OF THE LOWER FLANSE. 2 -4.1 — — 1 1/4" — A5 AN ALTERNATE, 0.021" THICK (NO. 24 CARBON SHEET STEEL 6A6E) I "x2 RUNNER AND CORNER ANGLES MAY BE U5ED IN LIEU OF GHANNEL5, AND WEB CUTOUTS IN THE U- SHAPED BRACKETS MAY BE OMITTED. EACH ANGLE IS ATTACHED TO THE BRACKET WITH 1/2 "- LONG NO. 8 5ELF- DRILLING 50REW5. THE VERTICAL LE65 OF THE U- SHAPED BRACKET ARE ATTACHED TO THE RUNNERS WITH ONE 1/2" LONS NO. 8 5ELF - DRILLIN6 5GREW, THE COMPLETED STEEL FRAMINS PROVIDES A 2 I/8" AND 1 1/2" SPAGE BETWEEN THE INNER LAYER OF WALLBOARD AND THE 510E5 AND BOTTOM OF THE STEEL BEAM, RE5PEGTIVELY. THE INNER LAYER OF WALLBOARD IS ATTACHED TO THE TOP RUNNERS AND BOTTOM CORNER CHANNELS OR CORNER ANGLES WITH 1 1/4" - LONS NO. 6 SELF DRILLIN6 SCREWS SPAGED 16" ON CENTER. THE OUTER LAYER OF WALLBOARD IS APPLIED WITH 1 3/4" - LONS NO. 6 SELF - DRILLIN6 5GREW5 SPAGED 8" ON CENTER. THE BOTTOM GORNER5 ARE REINFORCED WITH METAL CORNER BEADS. 2 - HOUR 001= 5EAtM PROTECT LANP L2 5RAC E9� IBG TABLE 720.1 (1) ITEM NO. 2 -4.1 NOTE5: I. REFER TO TABLE - 720.1 (5) NOTES ON PAGE 128 OF (IBG) FOR NOTES (c AND m) 2. AT GONTRAGTORS OPTION, SPRAY -ON F I REPROOF I NG GAN BE USED IN LIEU OF THE SPEG I F I ED ASSEMBLY. SUBMIT INTENDED ASSEMBLY TO THE ARGHITEGT FOR REVIEW. ONE LAYER 5/8" TYPE "X"' 6YPSUM WALLBOARD OR GYPSUM VENEER BASE, APPLIED PARALLEL TO EACH SIDE OF VERTICALLY ERECTED I SYP5UI�f BOARD PANELS (SOLID OR LAMINATED) WITH LAMINATING COMPOUND COMBED OVER THE ENTIRE CONTACT SURFACE. PANEL SUPPORTED BY 5TEEL RUNNERS AT TOP AND BOTTOM AND HORIZONTAL BRAGIN6 AN6LE5 OF NO. 22 GAGE GALVANIZED STEEL 314 "XI 1/4" SPAGED 5" -0" o.c. OR LESS ON SHAFT SIDE. (NLB) t LIMITIN6 HE16HT 5HOWN 15 BASEL? ON INTERIOR PARTITION EXPOSURE CONDITION. SHAFT WALL EXPOSURE CONDITIONS MAY REQUIRE REDUCTION OF LIMITING HE16HT. P _1j ♦ ♦ ZW � THICKNESS: LIMITIN6 HE16HT: APPROX. WEIGHT: FIRE TEST: SOUND TEST: 2 -1/4"' II' -O" t Q PSF UL ROM-58,14,12-2c[-64, UL DE516N 0505 ESTIMATED CvY'5UM A550CIAT OA FILE NO. W 1522 BASE - LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT R16HT AN6LE5 TO EACH SIDE OF 3 -5/8" STEEL STUDS 24"o.c. WITH I" TYPE "S" DRYWALL 5GREW5 24 "o.c. FACE - LAYER 5/8" TYPE "X " GYPSUM WALLBOARD OR 6YP5UM VENEER BASE APPLIED PARALLEL OR AT R16HT ANGLES TO EACH SIDE WITH 1 -5/8" TYPE "5" DRYWALL 5GREW5 12" ac. JOINTS 5TA66ERED 24" EACH LAYER AND SIDE. SOUND TESTED WITH 3 -1/2" GLASS FIBER FRICTION FIT IN STUD SPAGE. (NLB) THIGKNE55: LIMITIN6 HEIGHT: REFER TO SECTION V APPROX. WEIGHT: 12 P5F FIRE TEST: SEE WP 1548 (WHI -4q5 -023(q, 1- 30 -80) SOUND TEST: NRGG 818 -NV, 2 -3 -81 NOT TO SGALE (EXIT FA SSA &FAA *1 &YP5UM A550CI I —HOUR EIRE 55 -3cl 5TG THREE HOUR RATING. CvA FILE NO. WIC' 6210 C�ENERI 5OUND 5. TOP COAT - (NOT 5HOWN) NO TOPCOAT REG2UIRED 50LID C7Y -*"S WALLBOARD FOR INTERIOR CONDITIONED SPACE. FINI5HIN6 PHENOLIC MODIFIED ALKYD APPLIED AT 0.002 IN. TOPCOAT FOR INTERIOR GENERAL PURPOSE, TYPE DRY FILM THICKNESS. SHERWIN WILLIAM5 EPOLON II OR NU -CHEM TYPE THIGKNE55: 2 -1/4" FACE LAYER 24" WIDE 5/8" TYPE "x" GYPSUM WALLBOARD LAMINATED PARALLEL TO EACH SIDE OF I" �"� �"' : ` '::~ LIMITING HEIGHT: 14' -O° 6YPSUM GOREBOARD. FACE LAYER JOINTS ALIGNED ON ~ ";+° ' APPROX. WEIGHT: q PSF OPPOSITE SIDES AND OFFSET 13/4" FROM GOREBOARD DOES NOT INCLUDE PRIMER THICKNESS. JOINTS TO FORM AN INTERLOGKIN6 JOINT. METAL GAP 1 FIRE TEST; UG, 5 -24 -65 TRACK 18 SA6E 2 1/4" WIDE, 3" WIDE 20 GAGE SNAP -IN NU -CMEM ING - TYPE THERMO -SORB. LOCKING BASE. (NLB) I 2 INVESTIGATED FOR INTERIOR � I -�r NOT TO 5GALE C7YP5UM A55OGIATION CAA FILE NO. W 70a5l � SOUND TEST: RAL TL64 -213, 4 -13 -64 EMBL, I / 2 - HOUR 45 -cIcl E5TG (WITH Ill MINERAL FIBER PROPRIETARY EIRE 5OUNL? INSULATION IN CAVITY) ONE LAYER I" X 24" PROPRIETARY TYPE "X" GYPSUM PANELS INSERTED BETWEEN 2 -1/2" FLOOR AND GEILIN6 "J" RUNNERS WITH "H" SECTION OF 2 -1/2" PROPRIETARY VENTED C -H STEEL STUDS BETWEEN PANELS. OPPOSITE SIDE: BASE - LAYER 1/2" PROPRIETARY TYPE "X" GYPSUM WALLBOARD OR 6YP5UM VENEER BASE, APPLIED PARALLEL TO STUDS WITH I" TYPE S DRYWALL 5GREW5 24 "o.c. FACE - LAYER 1/2" PROPRIETARY TYPE "X" 6YP5UM WALLBOARD OR 6YPSUM VENEER BASE APPLIED PARALLEL TO STUDS WITH 15/8'" TYPE S DRYWALL 5CREW5 12 "o.c. JOINTS OFFSET 24 "o.c. FROM BASE LAYER JOINTS. SOUND TESTED WITH I" IsftWziAL FIBER INSULATION IN CAVITY. :2 -HOUR ' SHA'rT NOT TO 5GALE UL DE516N NO. X65651 MA5TIG AND INTUME5GENT C.OATINCG I. STEEL TUBE COLUMN - HOLLOW STRUCTURAL STEEL 4. CARBON FIBER MESW (OPTIONAL, NOT SHOWN) FOR COLUMNS IN THE 51ZE SHOWN. COLUMNS SHALL BE THREE HOUR RATING. FREE OF DIRT, LOOSE SCALE AND 01L. 5. TOP COAT - (NOT 5HOWN) NO TOPCOAT REG2UIRED 2. PRIMER COATING - TWO COMPONENT EPDXY OR FOR INTERIOR CONDITIONED SPACE. FINI5HIN6 PHENOLIC MODIFIED ALKYD APPLIED AT 0.002 IN. TOPCOAT FOR INTERIOR GENERAL PURPOSE, TYPE DRY FILM THICKNESS. SHERWIN WILLIAM5 EPOLON II OR NU -CHEM TYPE 5B2P APPLIED AT 0.003 IN. DRY FILM THICKNESS. 3. MA5TIC # INTUMESCENT COATING ' - GOATIN6 SPRAY OR BRUSH APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AT THE MINIMUM AVERAGED DRY THICKNESS SHOWN. THE THICKNESS DOES NOT INCLUDE PRIMER THICKNESS. 1 NU -CMEM ING - TYPE THERMO -SORB. I 2 INVESTIGATED FOR INTERIOR CONDITIONED SPACE AND INTERIOR I I 3 GENERAL PURPOSE. ) BEARING THE UL C _A_%IFIGATION MARK. SIZE THIGKNE55 T5 4x4x1/4 0.367 IN. (2HR) 2 -HOUR COLD NOT TO SGALE THICKNESS: LIMITING HE16HT: APPROX. WE16HT: FIRE TEST: 3 -1/2" REFER TO MANUFACTURER CI PSF UL R131q, 82NK27438, 12 -17 -82 UL DE516N U435 FIELD SOUND TEST: BBN 750706, 7 -16 -75 rt PROPRIETARY GYPSUM WALLBOARD UNITED STATES 6YPSUM COMPANY 1/2 " "5HEETROCK" BRAND 6YP5UM PANELS, "FIREGODE G GORE" I "'SHEETROCK" BRAND 6YP5UM LINER PANELS t t t t ra N � d Q X U_ fi I N < 3 () 0 W T_ D_ i u 1 z < ! LI DL Sheet Number UNIT BEPRC I 13 14 16 I'1 Iii r-XI57IN6 CON:;�ITION5 rl"� r-NTRY �=1�00R FLmAN �D 50ALE: 1/4" = P-O" NORTH u 141D UNIT A-62 DECK vl--IV l L-Illil ( 15 (14 EXIBTIN6 CON=► 1TION5 Uf=Fr—R Lur—\/EL" f�L=OOR f=LmAN 0 �7 1 0 M a F-A , F] h SCALE: 1/4 = 1 -07 NORTH a Elm 19, i i i i i i i i i i 13 14 16 I'7 Iq ..rr ,r. � ..ww � � .nrr � � .�► .nom. , �� LEOE I D �- EXI5TINCG WALL5 TO REMAIN EXI5TING WALL5 TO BE REMOVED -- PROPOSED WALL5 '..' ADDED FLOOR AREA FIRE RESISTIVE RATED A55EMBLIE5 (5EE SHEET A -1) d NEW DOOR5 5EE MATERIALS NOTE NO. II SHEET A -5 Fil rvENERAL CONSTRUCTION NOTE REFERENGE (5EE 5HEET5 A -4 AND A -5) MATERIALS AND FINISH NOTE REFERENGE (5EE 5HEET5 A -8 AND A -q) GENERAL. CONSTRUCTI NOTEe: I. THE CONTRACTOR IS TO COORDINATE ALL WORK HITH THE LIFT5IDE CONDOMINIUM ASSOCIATION PROPERTY MANAGER, PRIOR TO THE START OF CONSTRUCTION AND AS REQUIRED DURING THE CONSTRUCTION PROCESS. 2. THE CONTRACTOR WILL VERIFY DAILY WORK START AND STOP TIMES WITH THE PROPERTY MANAGER. 3. UNLE55 APPROVED BY THE PROPERTY MANAGER ALL DEBRIS FROM DEMOLITION AND NEW MATERIALS FOR CONSTRUCTION ARE TO BE STORED WITHIN THE UNIT BEING HORKED ON. 4. ALL BUILDING COMMON AREAS ADJACENT TO THE AREA OF WORK ARE TO BE PROTECTED DURING THE ENTIRE HORK PERIOD. THEY ARE TO BE SPOT GLEANED ON A DAILY BASIS AND THOROUGHLY CLEANED UPON COMPLETION OF GON5TRUCTI ON. 5. THE CONTRACTOR 15 RESPONSIBLE FOR THE PROTECTION OF EXISTING CONSTRUCTION HITHIN THE UNIT FOR THE DURATION OF THE PROJECT. ANY EXISTING DAMAGE 5HOULD BE NOTED AND BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR DOCUMENTATION. A. THE OHNER HILL BE RESPONSIBLE FOR THE REMOVAL OF ALL FURNISHINGS AND PER50NAL P055E5510N5 PRIOR TO THE START OF CONSTRUCTION AND HILL RETURN THEM AFTER CONSTRUCTION HAS BEEN COMPLETED. 6. THE GONTRAGTOR SHOULD 150LATE TH05E AREAS NOT TO BE HORKED IN, TO PREVENT THE MIGRATION OF DIRT AND DUST INTO THE5E SPACES FROM THE AREA OF NEW CONSTRUCTION. ALL THE KITCHEN GABINET5 AND VANITIES IN ALL SPACES ARE TO BE SEALED TO PREVENT DUST FROM MIGRATING INTO THEM. - 7. THE ENTIRE UNIT I5 TO BE THOROUGHLY GLEANED AFTER COMPLETION OF CONSTRUCTION TO REMOVE DEBRIS, DIRT, DUST AND 5TAIN5, HHIGH HERE A RESULT OF GOMPLETIOG THE HORK. ALL SURFACES ARE TO BE CLEANED INCLUDING BUT NOT 13E LIMITED TO THE FOLLOWING. A. EXTERIOR SURFACES IMPACTED BY THE CONSTRUCTION. B. HALLS AND GEILINC75 HILL BE VACUUMED TO REMOVE DUST. G. INTERIOR SURFACES OF NINDOW5. D. FLOORS. S. AFTER THE CONTRACTOR HAS GOMPLETED THE TASKS DESCRIBED IN ITEM NO. - t ABOVE, THE BUILDINGS PROPERTY MANAGEMENT COMPANY AND HOUSEKEEPING DEPARTMENT HILL BE RESPONSIBLE FOR A FINAL CLEANING, TO A LEVEL OF THOROUGHNESS USUALLY PROVIDED TO THE OWNERS BY THE HOUSEKEEPING DEPARTMENT. THE CO5T FOR TH15 WORK HILL BE THE OHNER5 RESPONSIBILITY. THE CONTRACTOR HILL COORDINATE HITH THE PROPERTY MANAGER, HHEN THE UNIT HILL BE READY FOR TH15 CLEANING PROCESS TO COMMENCE. Gi . PRIOR TO THE START AND DURING DEMOLITION, THE CONTRACTOR 15 TO VERIFY THE LOCATION OF EXISTING PLUMBING, MEGHANIGAL, ELECTRICAL AND ALARM SYSTEMS AND HILL PROTECT THEM FROM BEING DAMAGED. 10. AFTER COMPLETION OF DEMOLITION AND PRIOR TO START OF FRAMING THE CONTRACTOR HILL REQUEST A MEETING HITH THE ARCHITECT AT THE SITE TO DISCUSS ANY AND ALL FRAMING ISSUES. 1 I. THE CONTRACTOR SHOULD NOTIFY THE ARCHITECT OF ANY DEFICIENGIE5 IN THE EXISTING CONSTRUCTION AS IT RELATES TO QUALITY, SAFETY AND BUILDING CODE ISSUES. 12. ALL HORK 15 TO BE GOMPLETED TO THE HIGHEST LEVEL OF HORKMAN5HIP WITH THE EXISTING CONSTRUCTION ESTABLISHING THE LEVEL OF QUALITY DESIRED. 15. INSULATION A. THE INSTALLATION OF ALL EXISTING INSULATION AND VAPOR BARRIER EXPOSED DURING THE DEMOLITION PROCESS AND PRESENTLY V151BLE IN VOID SPACES WILL BE CORRECTED AND OR REPLACED TO PROVIDE A PROPER INSTALLATION. B. THE EXISTING INSULATION AND VAPOR BARRIER AT THE SLOPING ROOF ON THE SOUTH 51DE OF THE FAMILY ROOM, AT THE LON HEADROOM STORAGE AND ON THE NEST SIDE OF THE PROPOSED GL05ET 15 TO BE REMOVED. THE EXISTING INSULATION SHOULD BE REINSTALLED AFTER THE INSTALLATION OF CEILING J015T FRAMING OR SHOULD BE REPLACED AS REQUIRED. NEW VAPOR BARRIER SHOULD BE PROVIDED THROUGHOUT THE NEW HORK AREA. 0. PROVIDE FULL BATT INSULATION AT ALL THE PROPOSED HALLS. D. PROVIDE FULL BATT INSULATION AT THE SOUTH HALL OF THE EX15T1NG BATH. E. PROVIDE R -30 BATT INSULATION BELOH THE NEH FLOOR AREA IN THE PROPOSED CLOSET. F. HOLD IN50LATION A MIN. OF 3" AHAY FROM RECESSED CAN LIGHT FIXTURES. 14. THE FRAMING FOR CEILINGS AT THE 5LOPED ROOF STRUCTURE IN THE PROPOSED FAMILY ROOM, CLOSET AND LON HEADROOM STORAGE HILL BE W METAL 5TUD5 AT 24" O.G. INSTALLED BETHEEN THE EXISTING STEEL ROOF BEAMS. THE ADDED JOISTS HILL BE INSTALLED FOLLOWING THE SLOPE AND HELD FLUSH WITH THE 5PRAY ON FIREPROOFING ON THE BEAMS. TO MAXIMIZE THE CEILING HEIGHT HOLD FRAMING AS TIGHT TO FIREPROOFED BEAMS AS IS POSSIBLE AND STILL ALLON DRYWALL TO PASS BY AND TO BE A LEVEL UNIFORM SURFACE. THE NEW FRAMING HILL BE ANCHORED TO THE EXISTING CONCRETE SLAB AT THE BOTTOM AND HORIZONTAL STEEL ROOF BEAMS AT THE TOP. THE EXACT ATTACHMENT SHOULD BE FIELD VERIFIED HITH THE ARCHITECT. THE GONTRACTOR SHOULD INCLUDE AN A55UMED CONNECTION IN THEIR BID. 15. THE CONTRACTOR 15 TO FIELD VERIFY THE BEST ROUTE FOR RELOCATING THE EXISTING PLUMBING LINES AND HILL REPAIR ALL EXISTING CONSTRUCTION AND MATERIALS IMPACTED BY THE NORK REQUIRED TO ACCOMPLI5H THE TASK. IT SHOULD BE NOTED THAT THE CEILING OF THE SPACES BELOH THE PIPES TO BE RELOCATED HILL HAVE TO BE Z REMOVED TO ACCOMPLISH THE MOVES AND HILL HAVE TO BE REPAIRED AND REFINISHED TO MATCH THE EXISTING. IT 15 INTENDED THAT THE PIPES HILL BE SHIFTED TO BE LOCATED IN PROPOSED HALLS. AS 50ON AS DEMOLITION HAS BEEN COMPLETED AND THE ROUTING POSSIBILITIES HAVE BEEN DETERMINED., THE CONTRACTOR SHOULD NOTIFY THE ARCHITECT IF THERE ARE ANY ISSUES WITH ROUTING. 16. DIMENSIONS ARE FROM FACE OF FARMING AT PROP05EP HALL5 AND A55UMED LOCATION OF FRAMING AT EXISTING HALL5 WITH AN A55UMED FINISH MATERIAL OF 5/5" DRYWALL. 1 NEW ENTRY DOOR A. PROVIDE A GO MIN. RATED DOOR AND FRAME (HITH UL LABEL) AND HARDWARE TO MATCH AND FINISHED TO MATCH THE EXISTING ENTRY DOOR. DO NOT PROVIDE DOOR BELL OR PEEP HOLE. B. PROVIDE HOOD PANELING AROUND THE CORRIDOR SIDE OF THE DOOR TO MATCH PANELIZATION AT ENTRY TO UNIT B-52, LOCATED IN THE CORRIDOR NORTH AND EAST OF TH15 UNIT. G. AT THE CORRIDOR SIDE OF THE NEH DOOR, REPAIR THE EXISTING TRIMS. CARPET, HALL SURFACES AND CEILING AS REQUIRED AFTER THE INSTALLATION OF THE DOOR AND PANELING. D. AT THE UNIT SIDE OF THE NEN DOOR, REPAIR THE EXISTING TRIMS, WALL SURFACES AND CEILING AS REQUIRED AFTER THE INSTALLATION OF THE DOOR. E. IMPACTED NALL AND GEILING SURFACES ON THE CORRIDOR SIDE HILL BE REPAINTED TO MATCH EXISTING WITH THE CEILING REPAINTED TO A LOGICAL POINT WHERE THE THE TRAN5ITION FROM EXISTING TO NEN 15 NOT DETECTABLE. THE REPAINTING OF HALL SURFACES SHOULD EXTEND TO THE NEAREST INSIDE OR OUTSIDE CORNER. 1 E5. HOOD FLOORING EXPANSION (ALTERNATE PRICE) A. PROVIDE A SEPARATE 005T TO EXTEND THE EXISTING HOOD FLOORING AS NOTED ON THE PROPOSED ENTRY LEVEL PLAN. B. REMOVE EVERY OTHER EXISTING HOOD FLOOR BOARD TO PROVIDE STAGGERED BUTT JOINTS WHERE THE PROP05ED FLOORING INTERACTS HITH THE EXISTING. G. REMOVE THE EXISTING CARPET AND PAD IN THE AREA OF NEN FLOORING INSTALLATION 15 TO BE REMOVED. D. PROVIDE TRANSITION FROM CARPET TO HOOD FLOORING AT DOOR5 TO BEDROOM5 2 AND 5 IN A 51MILAR HAY AS HAS DONE AT THE GUEST BEDROOM AND EXISTING HOOD FLOORING. E. THE NEN FLOORING SHOULD MATCH THE EXISTING AND HILL BE INSTALLED IN THE SAME HAY HITH A PLYHOOD UNDERLAYMENT FASTENED TO THE EXISTING CONCRETE SLAB (VERIFY THICKNESS). IT SHOULD BE NOTED THAT THE INDIVIDUAL BOARDS OF THE EXISTING HOOD FLOORING MAY NOT BE UNIFORM IN THEIR NIDTH. THE CONTRACTOR SHOULD VERIFY THE UNIFORMITY OF HOOD FLOORING AND SHOULD MATCH HIDTH5 AT THE TIE IN TO THE EXISTING FLOORING. F. ALL EXISTING FLOORING HILL BE SANDED AND REFINISHED AFTER THE INSTALLATION OF THE NEN MATERIAL. G. REMOVE ALL EXISTING BASE AND CASING TRIM AND REINSTALL AFTER INSTALLATION OF HOOD FLOORING. REFIN15H TRIM HITH FASTENER HOLES FILLED AND TRIM REFINI5HED AS REQUIRED. AT CONTRACTORS OPTION THE TRIM CAN BE REPLACED AND FINISHED TO MATCH EXISTING. i q. PROVIDE DESIGN BUILD MODIFICATIONS TO THE EXISTING FIRE SPRINKLER AND ALARM SYSTEMS FOR THE ENTIRE UPPER LEVEL OF THE UNIT HITH CONGEALED HEADS AND TRIMS TO MATCH THE EXISTING. (SEE CODE NOTE NO. 5 ON SHEET A -0 AND MATERIALS NOTE NO, 20 ON SHEET A -8). THE UPPER LEVEL, SHOULD INCLUDE THE EXISTING SPACES TO BE MODIFIED AS HELL AS THE NEH AREAS PROPOSED. IN ADDITION TO THE UPPER LEVEL HOULD 13E MODIFICATIONS REQUIRED TO GON51DER THE IMPACT OF THE PROPOSED BRIDGE TO THE EXISTING SYSTEMS AT BOTH LEVELS. 20. ALL CARPET AND PAD 15 TO BE REPLACED ON BOTH LEVELS (SEE MATERIALS AND FIN15H NOTE NO. 2 ON SHEET A -8). 21 . REPAIR CEILING AND ANY OTHER P157URBED SURFAGE5 IN THE HOUSEKEEPING TOILET, HOUSEKEEPING , AND TRASH ROOM ON THE NORTH 51DE OF THE HOU5EKEEPING SPACE, AS REQUIRED FOR INSTALLATION OF SUPPLY LINES FOR THE NEW FAN COIL TO BE ADDED TO THE NEH FAMILY ROOM. (SEE MECHANICAL PLAN5) 22. PROP05ED BRIDGE A. THE ADDED ROOF BEAMS NEEDED TO SUPPORT THE BRIDGE (5EE 5TRUGTURAL) HILL HAVE TO BE PROTECTED HITH 2 -HOUR FIREPROOFING PER ASSEMBLY NO. 6 ON SHEET A -1 (5EE CODE NOTE NO. 12 ON SHEET A -0). B. THE CONTRACTOR SHOULD VERIFY THE AMOUNT OF CEILING MATERIAL TO BE REMOVED IN THE EXI5TING LIVING ROOM TO ACCOMPLISH THE INSTALLATION OF THE NEN ROOF BEAMS. AFTER INSTALLATION OF THE BEAMS NEH CEILING MATERIAL HILL BE INSTALLED TO BE FLUSH WITH AND FINISHED TO MATCH THE EXISTING. SEE SHMET A -5 FOR CONTINUATION OF ISENERAL CONSTRUCTION NOTES 'T °° 21 GEILIN65 OF THE HOU5EKEEPIN6 TOILET AND LUNCH ROOM AND THE TRASH ROOM ARE TO BE REPAIRED AND REPAINTED TO MATCH EXISTING AFTER ROUTING OF 5UPPLY LINE5 FOR THE NEW FAN COIL (5EE MEGH.) �-- — HOU5EKEEPING - - - -- i mrigroogm IS EXISTING PLUMBIN6 LINE5 TO BE RELOCATED WINDOW TO BE 25 ADDED WITH SOUTH UNIT TO ALIGN WITH THE EXI5TIN6 BELOW n2 EXISTING CENTRAL BATH EXHAUST DUCT TO REMAIN — -- EXI5TIN6 GLOTHE5 HOU5EKEEPING EXISTING VANITY DRYER VENTS TO L UN C H �Z.00M AND COUNTER TO REMAIN BE RELOCATED RELOCATED EXISTING 24 VANITY DOOR # BE # r AND OPENIN6 FILLED IN NITH r ..� - A ` °r ` r um . °# E , toom ��! — ►' 1► I➢ I NOW 25 . . # ♦ #- r r T BE ADDED • r7 / / / / EDGE OF EXI5TIN6 FLOOR EX15TING MASTER VANITY 5 )111* 4 i MASTER A -II 51M. i 4 I A -12 .. �l) 4 A-q � I REROUTED BATH EXHAUST DUCT \ (5EE MEGH.) ' EXI5TIN6 I FIREPLACE FLUE FOR UNITS BELOW TO REMAIN LINE OF SHAFT GON5TRUGTION I ABOVE TO FOLLOW . I OFF5ET FLUE EX15TI NS I FIREPLACE FLUE ' I FOR FOR TH15 UNIT TO REMAIN _ 2 EXI5TIN6 5HAFT I TO BE ELIMINATED • I i EXISTING STEEL ANGLE i AND CABLE TO BE REMOVED AND SLAB 15 TO BE REPAIRED V EXI5TIN6 OL05ET TO BE MODIFIED EXISTING WALL TO BE REMOVED NEW BUILT -IN 25 CABINET RELOCATED ENTRY DOOR WITH 51DEL16HT EXI5TIN6 MA5TER BEDROOM NEW BOOKGA5E EXISTING WALL TO BE REMOVED AND DOOR TO BE RELOCATED EXI 5TINC-7 DECK I I I I I , I , I `I I ( I I t i t i i t t i I i 22 ADDED BRIDGE HUNG FROM EX15TiN6 ROOF 5TRUGTURE AND ATTACHED TO EXI5TIN6 I- — FLOOR 5TRUGTURE i •rr+ •.r •raw nwr ..� +.rr .r► .rrr � SCALE: 1/4" = V -O" NORTH • rr r ° #• • LIVING = 415.3 50. FT. AT ADDED FLOOR STRUCTURE - 4 50. FT. AT RELOCATED VANITY ! BRIDGE = 414.3 SG2. FT. lack - 11.5 50. FT. SUBTOTAL = 536.2 50. FT. (5EE SHEET A -1) NEW DOOR5 5EE MATERIALS NOTE i NO. II SHEET A -S GENERAL GON5TRUGTION NOTE REFERENCE (5EE 5HEET5 A -4 AND A -5) MATERIAL5 AND FIN15H NOTE REFERENCE (5EE 5HEET5 A -& AND Act) EXI 5TINC-7 DECK I I I I I , I , I `I I ( I I t i t i i t t i I i 22 ADDED BRIDGE HUNG FROM EX15TiN6 ROOF 5TRUGTURE AND ATTACHED TO EXI5TIN6 I- — FLOOR 5TRUGTURE i •rr+ •.r •raw nwr ..� +.rr .r► .rrr � SCALE: 1/4" = V -O" NORTH • rr r ° #• • LIVING = 415.3 50. FT. AT ADDED FLOOR STRUCTURE - 4 50. FT. AT RELOCATED VANITY - '73 50. FT. BRIDGE = 414.3 SG2. FT. AT EXISTING BEDROOM - 11.5 50. FT. SUBTOTAL = 536.2 50. FT. LOIN STORAGE = "75.0 SQ. FT. TOTAL = 611.2 50. FT. LEVEND mq 11� 9:1 111111liq ! ! ! 23. NEW FLOOR IN PROP05ED CL05ET A. REMOVE THE EXI5TINC7 EIF5 STUCCO, 6YP 5HEATHIN6 AND FRAMING AT SOFFIT ABOVE THE EXISTING DECK ON THE NE5T 51DE OF THE EXI5TIN6 LIVING ROOM, TO INSTALL NEW FLOOR STRUCTURE. (5EE STRUCTURAL) B. INSTALL NEW BEAMS AND CONCRETE ON METAL DECKING FLOOR SYSTEM PER STRUCTURAL DRANIN65. G. THE ADDED FLOOR SYSTEM HILL HAVE TO BE A 2 -HOUR RATED A55EM13LY (REFER TO ASSEMBLY NO. 5 ON SHEET A -U. D. REPAIR STUCCOED NALL AND CEILING 5URFAGE5 AT THE DECK TO MATCH AND FINISHED TO MATCH THE EXI5TIN6 STUCCO, 24. EX155TIN6 VANITY AREA TO BE REVISED, A. REMOVE THE EXI5TIN6 VANITY, COUNTER, GABINET5, SINK, FAUGET5, 5URROUNDIN6 MIRROR, ELECTRIGAL, LI6HTIN6, STEAM GENERATOR, KALL5 ON THE NORTH, EAST 4 A PORTION OF THE SOUTH 51DE AND POCKET DOOR ON THE EAST SIDE. B. FRAME THE NEK NORTH NALL IN THE LOCATION INDICATED AND IN THE SAME GONFI&URATION AS THE EXISTING. G. REINSTALL THE EXI5TIN6 VANITY, COUNTER, ELEGTRIGAL, LIGHTING, STEAM GENERATOR, AND POCKET DOOR. AS REQUIRED, REPLACE EXI5TIN6 MATERIALS THAT CAN NOT BE REUSED. D. PROVIDE NEN MIRROR SURROUND TO MATCH EXI5TIN6. 25. NEW WINDOW AT NEST WALL OF PROP05ED FAMILY ROOM. A. PROVIDE A PAIR OF CASEMENT KINDOK5 MULLED T06ETHER AND TO MATCH THE EXI5TIN6 UNIT BELOW NHICH KA5 PROVIDED BY "NEATHERSHIELD" KINOONS. 1^E HAVE ASSUMED A METAL GLAD HOOD UNIT NO. C1I -2032, FIELD VERIFY THE EXACT WIDTH TO MATCH THE EXISTING WINDOW BELON AND HOLD THE HEISHT OF THE MODEL WINDOW INDICATED. B. INSTALL THE NEN WINDON AS TIGHT AS POSSIBLE TO THE EXISTING METAL CLAD SOFFIT ON THE EXTERIOR OF THE BUILDIN6 KITH THE TOP NAILING FIN TO BE REMOVED. THE INSTALLED WINDOW SHOULD BE WITH -IN A 1/2" CAULK JOINT TO THE SOFFIT MATERIAL. G. AFTER INSTALLATION OF THE NEN WINDOW, REPAIR THE ADJACENT STUCCO TO BE FLUSH WITH, TEXTURED AND FINI5HED IN A COLOR TO MATCH THE EXI5TIN6. 26. THE 5HOKER PAN SHOULD BE CONSTRUCTED AS FOLLOWS. A. PROVIDE A POURED CEMENTITIOU5 CURB WITH TOP SLOPED 1/4" TOWARDS THE INTERIOR OF THE 5HONER ENCLOSURE. B. PROVIDE A POURED CEMENTITIOU5 PAN SLOPED TO A DRAIN. G. PROVIDE A WATERPROOF MEMBRANE " CHLORALOY " AS MANUFACTURED BY "THE NOBLE COMPANY" SLOPED TO A DRAIN. D. PROVIDE A DRAIN WHICH ALLON5 WATER TO ENTER FROM THE MEMBRANE LEVEL AS HELL AS THE 5URFAGE OF THE TILE. E. PROVIDE MUD SET TILE TO MATCH THE MATERIAL IN EXI5TIN6 5HOKER5 AND SLOPED TO AND FLUSH WITH THE TRIM COVER ON THE DRAIN. 2 AT INTERSECTION OF NEN MATERIALS TO EXI5TIN6 THE TRANSITION SHOULD BE FLUSH, SMOOTH AND UNDETECTABLE. 28. KITH THE EXCEPTION OF TH05E MATERIALS AND CONSTRUCTION NOTED AS EXI5TIN6 OR EXI5TIN6 TO REMAIN, A KILL BE NEW. IT SHOULD BE N OTED THAT SOME BUT NOT ALL MATERIALS AND CONSTRUCTION ARE 5PECIFIGALLY NOTED AS NEK BUT ALL MATERIALS NOT SPECIFICALLY CALLED OUT AS EXISTING K1LL BE NEW. 2cI . THE DOORS, DRAWER FRONTS AND HINGED PANELS ON ALL THE EXISTING VANITIES ARE TO BE REPLACED KITH ONES THAT MATCH THE EXISTING DE516N AND FINISH WITH PULLS TO MATCH. THE EXI5TIN6 DOOR HINGE5 ARE TO BE REUSED AND ARE TO REMAIN IN THEIR PRESENT LOCATIONS. G" 3 3 tl EXI5TIN6 NALL5 TO REMAIN EXISTING WALLS TO BE REMOVED PROP05ED lNALL5 "..' ADDED FLOOR AREA FIRE RE515TIVE RATED A55EMBLIE5 (5EE SHEET A -1) NEW DOOR5 5EE MATERIALS NOTE i NO. II SHEET A -S GENERAL GON5TRUGTION NOTE REFERENCE (5EE 5HEET5 A -4 AND A -5) MATERIAL5 AND FIN15H NOTE REFERENCE (5EE 5HEET5 A -& AND Act) mq 11� 9:1 111111liq ! ! ! 23. NEW FLOOR IN PROP05ED CL05ET A. REMOVE THE EXI5TINC7 EIF5 STUCCO, 6YP 5HEATHIN6 AND FRAMING AT SOFFIT ABOVE THE EXISTING DECK ON THE NE5T 51DE OF THE EXI5TIN6 LIVING ROOM, TO INSTALL NEW FLOOR STRUCTURE. (5EE STRUCTURAL) B. INSTALL NEW BEAMS AND CONCRETE ON METAL DECKING FLOOR SYSTEM PER STRUCTURAL DRANIN65. G. THE ADDED FLOOR SYSTEM HILL HAVE TO BE A 2 -HOUR RATED A55EM13LY (REFER TO ASSEMBLY NO. 5 ON SHEET A -U. D. REPAIR STUCCOED NALL AND CEILING 5URFAGE5 AT THE DECK TO MATCH AND FINISHED TO MATCH THE EXI5TIN6 STUCCO, 24. EX155TIN6 VANITY AREA TO BE REVISED, A. REMOVE THE EXI5TIN6 VANITY, COUNTER, GABINET5, SINK, FAUGET5, 5URROUNDIN6 MIRROR, ELECTRIGAL, LI6HTIN6, STEAM GENERATOR, KALL5 ON THE NORTH, EAST 4 A PORTION OF THE SOUTH 51DE AND POCKET DOOR ON THE EAST SIDE. B. FRAME THE NEK NORTH NALL IN THE LOCATION INDICATED AND IN THE SAME GONFI&URATION AS THE EXISTING. G. REINSTALL THE EXI5TIN6 VANITY, COUNTER, ELEGTRIGAL, LIGHTING, STEAM GENERATOR, AND POCKET DOOR. AS REQUIRED, REPLACE EXI5TIN6 MATERIALS THAT CAN NOT BE REUSED. D. PROVIDE NEN MIRROR SURROUND TO MATCH EXI5TIN6. 25. NEW WINDOW AT NEST WALL OF PROP05ED FAMILY ROOM. A. PROVIDE A PAIR OF CASEMENT KINDOK5 MULLED T06ETHER AND TO MATCH THE EXI5TIN6 UNIT BELOW NHICH KA5 PROVIDED BY "NEATHERSHIELD" KINOONS. 1^E HAVE ASSUMED A METAL GLAD HOOD UNIT NO. C1I -2032, FIELD VERIFY THE EXACT WIDTH TO MATCH THE EXISTING WINDOW BELON AND HOLD THE HEISHT OF THE MODEL WINDOW INDICATED. B. INSTALL THE NEN WINDON AS TIGHT AS POSSIBLE TO THE EXISTING METAL CLAD SOFFIT ON THE EXTERIOR OF THE BUILDIN6 KITH THE TOP NAILING FIN TO BE REMOVED. THE INSTALLED WINDOW SHOULD BE WITH -IN A 1/2" CAULK JOINT TO THE SOFFIT MATERIAL. G. AFTER INSTALLATION OF THE NEN WINDOW, REPAIR THE ADJACENT STUCCO TO BE FLUSH WITH, TEXTURED AND FINI5HED IN A COLOR TO MATCH THE EXI5TIN6. 26. THE 5HOKER PAN SHOULD BE CONSTRUCTED AS FOLLOWS. A. PROVIDE A POURED CEMENTITIOU5 CURB WITH TOP SLOPED 1/4" TOWARDS THE INTERIOR OF THE 5HONER ENCLOSURE. B. PROVIDE A POURED CEMENTITIOU5 PAN SLOPED TO A DRAIN. G. PROVIDE A WATERPROOF MEMBRANE " CHLORALOY " AS MANUFACTURED BY "THE NOBLE COMPANY" SLOPED TO A DRAIN. D. PROVIDE A DRAIN WHICH ALLON5 WATER TO ENTER FROM THE MEMBRANE LEVEL AS HELL AS THE 5URFAGE OF THE TILE. E. PROVIDE MUD SET TILE TO MATCH THE MATERIAL IN EXI5TIN6 5HOKER5 AND SLOPED TO AND FLUSH WITH THE TRIM COVER ON THE DRAIN. 2 AT INTERSECTION OF NEN MATERIALS TO EXI5TIN6 THE TRANSITION SHOULD BE FLUSH, SMOOTH AND UNDETECTABLE. 28. KITH THE EXCEPTION OF TH05E MATERIALS AND CONSTRUCTION NOTED AS EXI5TIN6 OR EXI5TIN6 TO REMAIN, A KILL BE NEW. IT SHOULD BE N OTED THAT SOME BUT NOT ALL MATERIALS AND CONSTRUCTION ARE 5PECIFIGALLY NOTED AS NEK BUT ALL MATERIALS NOT SPECIFICALLY CALLED OUT AS EXISTING K1LL BE NEW. 2cI . THE DOORS, DRAWER FRONTS AND HINGED PANELS ON ALL THE EXISTING VANITIES ARE TO BE REPLACED KITH ONES THAT MATCH THE EXISTING DE516N AND FINISH WITH PULLS TO MATCH. THE EXI5TIN6 DOOR HINGE5 ARE TO BE REUSED AND ARE TO REMAIN IN THEIR PRESENT LOCATIONS. G" 3 3 tl kk PROF. BATH 4 3 1 2 A-5 5/b _"C" — -5 TO I LE EXHAUST FAN TERMINATION GAP PAINTED TO MATCH STUCCO 2-11 1/2" b m BUILT-IN cr.) -1 PE5K 3 A-1 Il 3 1/8" 3A 5/8 Z I-5/&" FURRING OVER 2-6 MUD -SET TILED SHAFT WALL SHOWER PAN CONSTRUCTION NE REGE55ED MEDIGIJ V, CABINET ET II I TILED REGE55 WITH A-1 5LOPINC7 BOTTOM BUILT-IN ENTERTAINMENT 21-4# <15 > GENTER CABINET FOR TV, F 25 WINDOW TO BE STEREO, GAME STORAGE ADDED AND E300K SHELVES PROPOSED FAMILY ROOM A- Ix WOOD SILL AND WALL CAP II II II II WALL ALL BELOW 1z ii m PROPOSED LOIN HEADROOM STORAGE APPROXIMATE LOCATION WHERE BOTTOM OF FIREPROOFED ROOF BEAMS INTERACT WITH THE 5!-1 1/4' CONCRETE FLOOR SLAB 5/8, MA EX15TINO WALL SAFE TO REMAIN 24 THE EX15TIN6 VANITY, COUNTER AND POCKET DOOR ON NORTH 51DE OF THE ROOM ARE TO BE RELOGATEP NOTE: NO WORK 15 REQUIRED IN THE EXISTING BATH AND TOILET ROOMS T-11 3/4 3 5/bu NEW SHELF WITH HANG ROD VERIFY WITH LOCATION OF ACCESS PANEL EX15TIN6 MA517ER BATH EXISTING MASTER 0 TOILE NEW ECEG. 5UB-PANEL (SEE ELEG. NOTE NO. C 1 ON SHEET E-2) C 2 1-5/a" FURRING OVER SHAFT WALL/ CONSTRUCTION 1 2-0", 2 3 NEW FLOOR SYSTEM TO BE ADDED (5E STRUGT.) FIXED 5HELVE5 <a> 8 FIXED SHELVES <> BUILT-IN CLOSET 111F --- --- VERIFY WITH DIM. a SLIDING (5LA55 DOOR A-cl EX15TIN6 MASTER BEDROOM EXISTING DECK REFERENCE (SEE 5HEET5 A-b AND A-q) 3 5 / 8 .' 1 3/4" II U1 I ICI II II r i "Rlimp] WO 0 I 1 2 1 I r Al 1 6 3 4 5 7 3'-4 5/4" cv N -10 3/4 23/4' 1 2'-0 515' -------------- -------------- I I 71 I V 1 515" 1 5/8' m +_ L _ HAND MASTER OL05ET A-8 L A-5 2 A 4 as _Z_ Z_ VERIFY DIMENSION EX15TIN6 RELOCATED GL05ET DOORS WITH TRACK MA517ER PROP05ED NALL5 FOR CLEARANCE RELOCATED ENTRY DOOR AND SIDELIGHT \/ANIT*r -7 SPIRAL PORTION OF EXISTING RAILING TO BE STAIR RAILING TO BE REMOVED AND NEW WOOD RAILING TO NEW WOOD GAP AND MATCH TO BE ADDED T NEW BOOKCASE EXISTING SPIRAL STAIR TO MATCH EXISTING LANDING TO BE REPLACED WITH L I ONE THAT EXTENDS TO THE NEW DOOR LOCATION AND MATCHES WOOD FLOORING TO BE PROVIDED AT THE BRIDGE, WITH PERPENDIGULAR BOARD ON SOUTH 51DE TO TERMINATE FLOORING AGAINST 111F --- --- VERIFY WITH DIM. a SLIDING (5LA55 DOOR A-cl EX15TIN6 MASTER BEDROOM EXISTING DECK REFERENCE (SEE 5HEET5 A-b AND A-q) 3 5 / 8 .' 1 3/4" II U1 I ICI II II r i "Rlimp] WO 0 I 1 2 1 I r Al 1 6 3 4 5 7 3'-4 5/4" cv N -10 3/4 23/4' 1 2'-0 515' -------------- -------------- I I 71 I V 1 515" 1 5/8' m +_ L _ HAND MASTER OL05ET A-8 L A-5 2 A 4 as _Z_ Z_ VERIFY DIMENSION EX15TIN6 EXISTING NALL5 TO REMAIN EXISTING kqALL5 TO BE REMOVED MA517ER PROP05ED NALL5 FOR CLEARANCE (SEE SHEET A-1) INDICATED AT \/ANIT*r NO. 11 SHEET A-8 RAILING TO BE GENERAL CONSTRUCTION NOTE MAINTAINED NEW WOOD GAP AND MATERIALS AND FINISH NOTE T METAL BALUSTER RAILING TO MATCH EXISTING L I 4x4 STEEL RAILING' P05T WITH STEEL GAP TO MATCH GOLUMN5� in ii EXISTING MECHANICAL UNIT ACCESS PANEL TO BE REPLACED WITH NEW TO MATCH. VERIFY SIZE AND LOCATION WITH THE ARGHITEr.,T. HOUSEKEEPING LUNCH ROOM 71 T 1 =_ I \ ( D — - I � ADDED BRIDGE HUNG 22 FROM ROOF 5TRUGTI)RE WITH 4x4 STEEL GOLUMN5 (SEE 5TRUCT) AND RAILING TO MATCH EXISTING NEW ROOF BEAM5 ABOVE (TYP. OF 2 ) (SEE STRUCT) RELOCATED CENTRAL BATH EXHAUST DUCT TO CONNECT INTO EX15TIN6 BELOW ROOF (SEE MECH.) EXISTING OPENING IN CONCRETE FLOOR SLAB TO BE INGREA5ED FOR EX15TIN& DUCT TO BE REROUTED 1-5/5" FURRING OVER SHAFT WALL CONSTRUCTION LINE OF SHAFT CONSTRUCTION ABOVE FIXED SHELVES I4 FRAMING AROUND EXISTING FLUE FOR THIS UNIT TO BE I HELD AS TIGHT AS POSSIBLE TO IT HALF HEIGHT CLOTHES 1 HANGING WITH ROD AND SHELF <� 5 5/&" FURRING BUILT-IN DRAWER CABINET <12 >13 14 FULL HEIGHT CLOTHES HANGING WITH ROD AND SHELF �� ��r� �Wb" HAT CHANNEL FURRING ON EXISTING STUDS LJEVEN� as EXISTING NALL5 TO REMAIN EXISTING kqALL5 TO BE REMOVED PROP05ED NALL5 FIRE RE515TIVE RATED ASSEMBLIES (SEE SHEET A-1) NEW DOORS SEE MATERIALS NOTE (D NO. 11 SHEET A-8 F11 GENERAL CONSTRUCTION NOTE REFERENCE (SEE SHEETS A-4 AND A-5) MATERIALS AND FINISH NOTE 0 as I N, ms "I'l- P Ill 3/4" VENEERED PLYWOOD 51DE PANEL WITH EDGE BANDING 3/4" VENEERED PLYWOOD FIXED 5HELVE5 WITH EDGE BANDING — 51DE5 AND TOP OF CABINET ARE TO BE 5GRIBED TO 51DE WALL5 DE5K (5EE ELEVATION NO, 3) - ---------- EXI5TING CONCRETE' ON METAL DECK FLOOR I 2 A -l A -la — — — — / • ' • — FIN15H GEILING TEXTURED AND PAINTED DRYWALL - - - -- 3/4" VENEERED ' PLYWOOD BAGK I VENEERED HARDW OOD PLYWOOD DESK TOP WITH SOLID WOOD N051NG DE5K (STAIN) (2) EQUAL DRAWERS WITH 50LID HARD WOOD FRONT5 (STAIN) / l• • / 4 ' t a S ENTERTAINMENT CENTER (5EE ELEVATION NO. 1) FINISH FLOOR 14 / t f PLYWOOD FIXED APPROXIMATE 5HELVE5 WITH 1/4" LOCATION OF j EXI5TIN6 NOSING I I I I I I 1 I OPENING FOR Ix 51LL TI~ • ' TELEV15ION WALL GAI E4 • (BY OWNER) TELEV1510N F4 ' FAMILY ROOM 50ALE: 142 = V-V 2 f ( i I I A- e-O* T RE- ROUTED BATH EXHAUST DUCT (5EE MECHANICAL) FIREPLACE FLUE FOR UNIT5 BELOW I A -II I I ( I FIREPLACE FLUE FOR THI5 UNIT 1 ;a i rr 5 ._. FIN15H FLOOR SCALE: 1/2 = I'-0* / l• Q / 1 PAINTED DRYWALL (TYPICAL) 14 / t f PLYWOOD FIXED APPROXIMATE 5HELVE5 WITH 1/4" LOCATION OF j EXI5TIN6 NOSING I I I I I I 1 I OPENING FOR Ix 51LL TI~ ' TELEV15ION WALL GAI E4 • (BY OWNER) TELEV1510N F4 ' ' A- e-O* T RE- ROUTED BATH EXHAUST DUCT (5EE MECHANICAL) FIREPLACE FLUE FOR UNIT5 BELOW I A -II I I ( I FIREPLACE FLUE FOR THI5 UNIT 1 ;a i rr 5 ._. FIN15H FLOOR SCALE: 1/2 = I'-0* Dote: V/7/05 Revised: Sheet Number A==l a • r e. r r. • �'-" J T -5 1/20 _ �_. I ENTERTAINMENT CENTER DRYWALL ON METAL VENEERED Q TEXTURED AND ROOF 5TRUGTURE PAINTED DRYWALL (TYPICAL) 14 3/4" VENEERED f PLYWOOD FIXED APPROXIMATE 5HELVE5 WITH 1/4" LOCATION OF 50LID WOOD EXI5TIN6 NOSING 5TRUGTURE OPENING FOR Ix 51LL TI~ 4 TELEV15ION WALL GAI r- (BY OWNER) TELEV1510N (BY OWNER) L TELEV151ON < ` SUPPORT BRACKET EXIT RI NG iL C) ADJU5TABLE 5HELVE5 �J O Q �9 < z X D_ Dote: V/7/05 Revised: Sheet Number A==l a • r e. r r. • �'-" J T -5 1/20 _ �_. I ENTERTAINMENT CENTER TYPICAL BASE TRIM DRYWALL ON METAL FRAMING ON EXI5TING ROOF 5TRUGTURE A-11 A II (TYPICAL) 14 A -II SIM. A -II A-12 2-0" ' , 22 ' 5LOPPING DRYWALL ! CEILING (PAINT) (2) LAYER5 3/4" MELAMINE BOARD APPROXIMATE WITH Ix 50LID \ LOCATION OF WOOD NOSING EXI5TIN6 I \ 5TRUGTURE 5HELF AND HANG \ \ DRAWER CABINET A -11 PAINTED METAL ' \ C . OP , . BRACKET ON Ix4 \ }{AN ' MID SUPPORT ` r • ( • CABINET BOX 15 TO _ TEXTURED AND ' BE 5GRIBED TO PAINTED DRYWALL ( TOP AND 51DE5 OF r ✓ A -II ` I OPENING EXI5TING CONCRETE ON METAL DECK FLOOR TYPICAL BA5E TRIM Iwllr�'T' DRYWALL ON METAL FRAMING ON EXI5TIN6 I ROOF 5TRUGTURE A -12 (TYPICAL) 14 APPROXIMATE / LOCATION OF EXI5TING 5TRUGTURE / A FF l TEXTURED AND PAINTED DRYWALL 5HELF WITH HANG / ROD 8 c`I l4 . i i im FIXED 5HELVE5 14 ' +n {b 2 A11 !� FIN15H CEILING DRYWALL ON METAL VENEERED FRAMING ON EXI5TING TEXTURED AND ROOF 5TRUGTURE PAINTED DRYWALL (TYPICAL) 14 3/4" VENEERED — — — — PLYWOOD FIXED APPROXIMATE 5HELVE5 WITH 1/4" LOCATION OF 50LID WOOD EXI5TIN6 NOSING 5TRUGTURE TYPICAL BASE TRIM DRYWALL ON METAL FRAMING ON EXI5TING ROOF 5TRUGTURE A-11 A II (TYPICAL) 14 A -II SIM. A -II A-12 2-0" ' , 22 ' 5LOPPING DRYWALL ! CEILING (PAINT) (2) LAYER5 3/4" MELAMINE BOARD APPROXIMATE WITH Ix 50LID \ LOCATION OF WOOD NOSING EXI5TIN6 I \ 5TRUGTURE 5HELF AND HANG \ \ DRAWER CABINET A -11 PAINTED METAL ' \ C . OP , . BRACKET ON Ix4 \ }{AN ' MID SUPPORT ` r • ( • CABINET BOX 15 TO _ TEXTURED AND ' BE 5GRIBED TO PAINTED DRYWALL ( TOP AND 51DE5 OF r ✓ A -II ` I OPENING EXI5TING CONCRETE ON METAL DECK FLOOR TYPICAL BA5E TRIM Iwllr�'T' DRYWALL ON METAL FRAMING ON EXI5TIN6 I ROOF 5TRUGTURE A -12 (TYPICAL) 14 APPROXIMATE / LOCATION OF EXI5TING 5TRUGTURE / A FF l TEXTURED AND PAINTED DRYWALL 5HELF WITH HANG / ROD 8 c`I l4 . i i im FIXED 5HELVE5 14 ' +n {b 2 A11 !� FIN15H CEILING VENEERED PLYWOOD PANEL WITH SOLID WOOD N051N6 5GRIBED TO DRYWALL 51DE WALL5 AND TO MATCI ~'~ GEILING OPENING FOR Ix 51LL TI~ 4 TELEV15ION WALL GAI r- (BY OWNER) TELEV1510N (BY OWNER) TELEV151ON SUPPORT BRACKET EXIT RI NG ADJU5TABLE 5HELVE5 TYPICAL BASE TRIM DRYWALL ON METAL FRAMING ON EXI5TING ROOF 5TRUGTURE A-11 A II (TYPICAL) 14 A -II SIM. A -II A-12 2-0" ' , 22 ' 5LOPPING DRYWALL ! CEILING (PAINT) (2) LAYER5 3/4" MELAMINE BOARD APPROXIMATE WITH Ix 50LID \ LOCATION OF WOOD NOSING EXI5TIN6 I \ 5TRUGTURE 5HELF AND HANG \ \ DRAWER CABINET A -11 PAINTED METAL ' \ C . OP , . BRACKET ON Ix4 \ }{AN ' MID SUPPORT ` r • ( • CABINET BOX 15 TO _ TEXTURED AND ' BE 5GRIBED TO PAINTED DRYWALL ( TOP AND 51DE5 OF r ✓ A -II ` I OPENING EXI5TING CONCRETE ON METAL DECK FLOOR TYPICAL BA5E TRIM Iwllr�'T' DRYWALL ON METAL FRAMING ON EXI5TIN6 I ROOF 5TRUGTURE A -12 (TYPICAL) 14 APPROXIMATE / LOCATION OF EXI5TING 5TRUGTURE / A FF l TEXTURED AND PAINTED DRYWALL 5HELF WITH HANG / ROD 8 c`I l4 . i i im FIXED 5HELVE5 14 ' +n {b 2 A11 !� FIN15H CEILING .. . I SOUTH THIN --5ET r TILE TO M EXISTING ( GYP. BOAT ( TYPIGAL) 30" TOWE1 MATCH EX SURFACE I TP HOLDEI MATCH EX EXTENT Of DOOR IN C P051TION NORTH FIN15 GEILING FULL HEIGHT AND WIDTH MIRROR VANITY TO MATCH EXI5TING FIN15H FLOOR SOALEs 1/2 = P-O" mmw 10''N : R HEAD TO 4 EXI5TIN6 - REGE55 WITH MI6 BOTTOM �Y LOCATION GOURSIN6) - FULL HEIGHT AND WIDTH MIRROR - REGF55ED MED. CAB WITH MIRROR ON DOOR 1 `t THIN -SET MARBLE TILE TO MATCH EXISTING ON MR GYP. BOARD (TYPICAL) COUNTER TOP, SPLASH AND SINK TO MATCH EXISTING VANITY TO MATCH EX15TI N6 0 I' r 24" TOWEL BA MATCH EXI5TIP A Ri THIN -SET MARBLE TILE TO MATCH EXI5TIN6 ON GEMENTITIOUS BOARD WITH WATERPROOF GOATIN6 (TYPICAL) I '� rip 0 -7 7 WEST 5HOWER HEAD MATCH EX15TIt THIN -5ET MAR; TILE TO MATG FX15TINO ON t- 6YP. BOARD (TYPICAL) FRAMELES5 6 5HOWER DOOF MATCH EX15TIt I I FINISH GEILING FINISH FLOOR FIXED MELAMINE SHELF WITH Ix 50LID WOOD NOSING 14 (2) LAYERS 3/4" MELAMINE BOARD WITH Ix 50LID WOOD N051 NO 14 (1) LAYER 3/4" MELAMINE BOARD W1TH Ix SOLID WOOD N051N6 SCRIBED TO DRYWALL I �{ EXI5TIN6 CONCRETE ON METAL DECK FLOOR REFER TO ALL DRAWIN65 FOR ADDITIONAL INFORMATION ON MATERIALS. FRAMELESS 61 15. NEW FAMILY ROOM ENTERTAINMENT CENTER CABINET. 2. 5HOWER DOOF G. @ AT PROPOSED CLOSET A. THE DOORS ARE TO BE 3/4" CHERRY VENEERED PLYWOOD WITH EDGE BANDING AND FINISHED TO MATCH THE COLOR OF THE EXI5TING ENTERTAINMENT CENTER CABINET IN` THE LIVING ROOM. MATCH EXISTIP SHELF AND HANG a. DOOR HE16HT, PANELIZATION AND FINISH TO MATCH EXISTING WITH UPPER LATCH SIDE CORNER TO - 7 i{ PAD 15 TO MATCH THE EXI5TIN6 IN QUALITY, COLOR, TEXTURE AND INSTALLATION. (SUBMIT SAMPLE TO THE DOOR AND FR SHOULD BE FINISHED TO MATCH THE COLOR OF THE EXI5TIN6 ENTERTAINMENT CENTER CABINET IN THE LIVING ARCHITECT FOR APPROVAL). CARPET AND PAD SHOULD BE PROVIDED AND INSTALLED FOR AN ALLOWANCE OF TO MATCH EXI ROOM WITH A FURNITURE LIKE QUALITY. i l 5 lz TILE TO DOOR 3. UNLESS OTHERWI5E NOTED ALL NEW DRYWALL 15 TO BE 5/6". WITH 5/6 "' TYPE "X" WHERE NOTED. G. PROVIDE "5CHLA6E" DEAD BOLT WITH THUMB TURN ON CL05ET 51ZE WITH FIN15H COLOR TO MATCH. JAMB DETAIL 4. ALL EXI5TIN6 AND NEW GEILIN6 AND WALL SURFACES ON THE UPPER LEVEL AND NEW AND REPAIRED EX15TIN6 ON MATCH EXISTIh D. PROVIDE MODEL NO. 124.02.ci20 DOOR AND DRAWER PULL5 AS MANUFACTURED BY "HAFELE" (OR EQUAL). MASTER TOILE A Ri THIN -SET MARBLE TILE TO MATCH EXI5TIN6 ON GEMENTITIOUS BOARD WITH WATERPROOF GOATIN6 (TYPICAL) I '� rip 0 -7 7 WEST 5HOWER HEAD MATCH EX15TIt THIN -5ET MAR; TILE TO MATG FX15TINO ON t- 6YP. BOARD (TYPICAL) FRAMELES5 6 5HOWER DOOF MATCH EX15TIt I I FINISH GEILING FINISH FLOOR FIXED MELAMINE SHELF WITH Ix 50LID WOOD NOSING 14 (2) LAYERS 3/4" MELAMINE BOARD WITH Ix 50LID WOOD N051 NO 14 (1) LAYER 3/4" MELAMINE BOARD W1TH Ix SOLID WOOD N051N6 SCRIBED TO DRYWALL I �{ EXI5TIN6 CONCRETE ON METAL DECK FLOOR NOTES: I. I REFER TO 6ENERAL CONSTRUCTION NOTES ON SHEETS A -4 AND A -5 FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE ELEVATIONS. 2. 0 REFER TO MATERIALS AND FIN15H NOTES ON SHEETS A -6 AND A -cl FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE ELEVATIONS. 1. REFER TO ALL DRAWIN65 FOR ADDITIONAL INFORMATION ON MATERIALS. DOORS (GONT) 15. NEW FAMILY ROOM ENTERTAINMENT CENTER CABINET. 2. THE EXI5TIN6 CARPET AND PAD ON BOTH LEVELS ARE TO BE REPLACED AND THE PROPOSED FAMILY ROOM, G. @ AT PROPOSED CLOSET A. THE DOORS ARE TO BE 3/4" CHERRY VENEERED PLYWOOD WITH EDGE BANDING AND FINISHED TO MATCH THE COLOR OF THE EXI5TING ENTERTAINMENT CENTER CABINET IN` THE LIVING ROOM. SHELF AND HANG a. DOOR HE16HT, PANELIZATION AND FINISH TO MATCH EXISTING WITH UPPER LATCH SIDE CORNER TO - 7 B. THE VENEER5 ON PLYWOOD AND THE 50LID WOOD ELEMENTS OF THE CABINET SHOULD BE CHERRY AND PAD 15 TO MATCH THE EXI5TIN6 IN QUALITY, COLOR, TEXTURE AND INSTALLATION. (SUBMIT SAMPLE TO THE ROD � q 14 SHOULD BE FINISHED TO MATCH THE COLOR OF THE EXI5TIN6 ENTERTAINMENT CENTER CABINET IN THE LIVING ARCHITECT FOR APPROVAL). CARPET AND PAD SHOULD BE PROVIDED AND INSTALLED FOR AN ALLOWANCE OF b DOOR HARDWARE 15 TO MATCH EXISTING WITH A PASSAGE TYPE LATCH SET AND TRIM MOUNTED . ROOM WITH A FURNITURE LIKE QUALITY. $10.00 PER YARD, WHICH DOES NOT INCLUDE REMOVAL OF THE EXI5TIN6 MATERIAL. STOP. C. PROVIDE FLUSH OVERLAY TYPE HIN6E5 AT THE DOORS AND DRAWER 6LIDE5 TO BE OF THE SAME QUALITY 3. UNLESS OTHERWI5E NOTED ALL NEW DRYWALL 15 TO BE 5/6". WITH 5/6 "' TYPE "X" WHERE NOTED. G. PROVIDE "5CHLA6E" DEAD BOLT WITH THUMB TURN ON CL05ET 51ZE WITH FIN15H COLOR TO MATCH. AS USED AT THE EXI5TIN6 VANITIES. 4. ALL EXI5TIN6 AND NEW GEILIN6 AND WALL SURFACES ON THE UPPER LEVEL AND NEW AND REPAIRED EX15TIN6 ON D. AT PROP05ED BATH D. PROVIDE MODEL NO. 124.02.ci20 DOOR AND DRAWER PULL5 AS MANUFACTURED BY "HAFELE" (OR EQUAL). THE ENTRY LEVEL ARE TO BE PAINTED TO MATCH THE EXI5TIN6. a. DOOR HE16HT, PANELIZATION AND FINISH 15 TO MATCH EXI5TIN6. E. PROVIDE AND INSTALL "SANU5" MODEL NO. VMDD 26B TV SUPPORT BRACKET. 5. ALL NEW BASE AND CASE TRIM SHOULD MATCH THE PROFILE AND WOOD SPECIES OF THE EXISTING AND SHOULD b. HARDWARE 15 TO BE AS DESCRIBED BELOW AN5 15 AVAILABLE THROUGH NUTTER WHOLE5ALE IN z BE FINISHED TO MATCH. (SUBMIT SAMPLE TO THE ARCHITECT FOR APPROVAL). DENVER COLORADO qq8 - 4888 (BEV NUTTER). I - 87� cv I. (1) NO. PF617 UNIVERSAL POCKET FRAME SET BY "LAWRENGE HARDWARE" S TO PROVIDE I CLEARANCE ON ALL SIDES. 6. ALL STAINED WOOD 15 TO RECEIVE (2) COATS OF CLEAR URETHANE WITH FIRST GOAT L16HTLY 5ANDED AND NAIL 2. (I) NO. 62120 RECTANGULAR PLATE W/ ER BUTTON IN A 613 FIN15H AS MANUFACTURED BY W HOLES FILLED PRIOR TO APPLICATION OF SECOND COAT. "VON MORRIS CORP." (AT EXTERIOR 510F OF DOOR) 16. DESK `t. PAINTIN6 3. (1) NO. 82150 REGTANGULAR PLATE W/ NO. 821x3 51N6LE CYLINDER IN A 613 FINISH AS A. THE VENEERS ON PLYWOOD AND THE SOLID WOOD ELEMENTS OF THE CABINET SHOULD BE CHERRY AND cv ' MANUFACTURED BY "VON MORRIS CORP." (AT INTERIOR 51DE OF DOOR) TYPICAL BASE TRIM •' SELECTED BY THE OWNER. THE CEILINGS CAN BE SPRAYED BUT THE WALL5 ARE TO BE ROLLED. 4. (1) NO. x200 ACTIVE LOCK WITH E06E PULL IN A 613 FINISH AS MANUFACTURED BY "VON WITH A FURNITURE LIKE QUALITY. B. "HAFELE" (OR EQUAL). B. ALL NEW AND REPAIRED DRYWALL AND WOOD 5URFAGE5 TO BE PAINTED ARE TO RECEIVE (1) PRIMER COAT MORRIS GORP."" THE DESK DRAWER PULLS SHOULD BE MODEL NO. 124.02A20 AS MANUFACTURED BY AND (2) FINISH COATS OF PAINT IN A COLOR TO BE SELECTED BY THE OWNER. THE GEILIN65 CAN BE r G. THE DESK DRAWER RUNNERS ARE TO BE "HAFELE" CONGEALED UNDERMOUNT/FRAMLE55 MOUNT TYPE, MODEL FINISH FLOOR ` CORP." NUMBER 423.80.655. MOUNT TO 2x CLEAT ON ONE 51DE OF DRAWER5 ON EACH END AND TO BOTTOM OF G. PAINTING AT NEW ENTRY DOOR (SEE GENERAL CONSTRUCTION NOTE NO. 1 ON SHEET A -4. NOTES: I. I REFER TO 6ENERAL CONSTRUCTION NOTES ON SHEETS A -4 AND A -5 FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE ELEVATIONS. 2. 0 REFER TO MATERIALS AND FIN15H NOTES ON SHEETS A -6 AND A -cl FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE ELEVATIONS. 1. REFER TO ALL DRAWIN65 FOR ADDITIONAL INFORMATION ON MATERIALS. DOORS (GONT) 15. NEW FAMILY ROOM ENTERTAINMENT CENTER CABINET. 2. THE EXI5TIN6 CARPET AND PAD ON BOTH LEVELS ARE TO BE REPLACED AND THE PROPOSED FAMILY ROOM, G. @ AT PROPOSED CLOSET A. THE DOORS ARE TO BE 3/4" CHERRY VENEERED PLYWOOD WITH EDGE BANDING AND FINISHED TO MATCH THE COLOR OF THE EXI5TING ENTERTAINMENT CENTER CABINET IN` THE LIVING ROOM. GL05ET AND LOW HEADROOM 5TORA6E SPACE ARE TO RECEIVE NEW CARPET WITH PAD. THE NEW CARPET AND a. DOOR HE16HT, PANELIZATION AND FINISH TO MATCH EXISTING WITH UPPER LATCH SIDE CORNER TO - 7 B. THE VENEER5 ON PLYWOOD AND THE 50LID WOOD ELEMENTS OF THE CABINET SHOULD BE CHERRY AND PAD 15 TO MATCH THE EXI5TIN6 IN QUALITY, COLOR, TEXTURE AND INSTALLATION. (SUBMIT SAMPLE TO THE BE NOTCHED AS 5HOWN IN INTERIOR ELEVATION ON SHEET A -1. SHOULD BE FINISHED TO MATCH THE COLOR OF THE EXI5TIN6 ENTERTAINMENT CENTER CABINET IN THE LIVING ARCHITECT FOR APPROVAL). CARPET AND PAD SHOULD BE PROVIDED AND INSTALLED FOR AN ALLOWANCE OF b DOOR HARDWARE 15 TO MATCH EXISTING WITH A PASSAGE TYPE LATCH SET AND TRIM MOUNTED . ROOM WITH A FURNITURE LIKE QUALITY. $10.00 PER YARD, WHICH DOES NOT INCLUDE REMOVAL OF THE EXI5TIN6 MATERIAL. STOP. C. PROVIDE FLUSH OVERLAY TYPE HIN6E5 AT THE DOORS AND DRAWER 6LIDE5 TO BE OF THE SAME QUALITY 3. UNLESS OTHERWI5E NOTED ALL NEW DRYWALL 15 TO BE 5/6". WITH 5/6 "' TYPE "X" WHERE NOTED. G. PROVIDE "5CHLA6E" DEAD BOLT WITH THUMB TURN ON CL05ET 51ZE WITH FIN15H COLOR TO MATCH. AS USED AT THE EXI5TIN6 VANITIES. 4. ALL EXI5TIN6 AND NEW GEILIN6 AND WALL SURFACES ON THE UPPER LEVEL AND NEW AND REPAIRED EX15TIN6 ON D. AT PROP05ED BATH D. PROVIDE MODEL NO. 124.02.ci20 DOOR AND DRAWER PULL5 AS MANUFACTURED BY "HAFELE" (OR EQUAL). THE ENTRY LEVEL ARE TO BE PAINTED TO MATCH THE EXI5TIN6. a. DOOR HE16HT, PANELIZATION AND FINISH 15 TO MATCH EXI5TIN6. E. PROVIDE AND INSTALL "SANU5" MODEL NO. VMDD 26B TV SUPPORT BRACKET. 5. ALL NEW BASE AND CASE TRIM SHOULD MATCH THE PROFILE AND WOOD SPECIES OF THE EXISTING AND SHOULD b. HARDWARE 15 TO BE AS DESCRIBED BELOW AN5 15 AVAILABLE THROUGH NUTTER WHOLE5ALE IN F. COORDINATE LOCATION OF HOLES FOR ROUTING OF CABLES AND POWER BETWEEN TV, EQUIPMENT, AND SPEAKERS. BE FINISHED TO MATCH. (SUBMIT SAMPLE TO THE ARCHITECT FOR APPROVAL). DENVER COLORADO qq8 - 4888 (BEV NUTTER). I - 87� 6. VERIFY 51ZE OF OPENIN6 FOR THE TELEVISION WITH THE APPLIANCE TO BE PROVIDED BY THE OWNER AND I. (1) NO. PF617 UNIVERSAL POCKET FRAME SET BY "LAWRENGE HARDWARE" S TO PROVIDE I CLEARANCE ON ALL SIDES. 6. ALL STAINED WOOD 15 TO RECEIVE (2) COATS OF CLEAR URETHANE WITH FIRST GOAT L16HTLY 5ANDED AND NAIL 2. (I) NO. 62120 RECTANGULAR PLATE W/ ER BUTTON IN A 613 FIN15H AS MANUFACTURED BY . HOLES FILLED PRIOR TO APPLICATION OF SECOND COAT. "VON MORRIS CORP." (AT EXTERIOR 510F OF DOOR) 16. DESK `t. PAINTIN6 3. (1) NO. 82150 REGTANGULAR PLATE W/ NO. 821x3 51N6LE CYLINDER IN A 613 FINISH AS A. THE VENEERS ON PLYWOOD AND THE SOLID WOOD ELEMENTS OF THE CABINET SHOULD BE CHERRY AND A. ALL EX15TIN6 SURFACES TO BE PAINTED ARE TO RECEIVE (2) GOATS OF PAINT IN A COLOR TO BE MANUFACTURED BY "VON MORRIS CORP." (AT INTERIOR 51DE OF DOOR) SHOULD BE FINISHED TO MATCH THE COLOR OF THE EXI5TIN6 LIVING ROOM ENTERTAINMENT CENTER CAt3INET SELECTED BY THE OWNER. THE CEILINGS CAN BE SPRAYED BUT THE WALL5 ARE TO BE ROLLED. 4. (1) NO. x200 ACTIVE LOCK WITH E06E PULL IN A 613 FINISH AS MANUFACTURED BY "VON WITH A FURNITURE LIKE QUALITY. B. "HAFELE" (OR EQUAL). B. ALL NEW AND REPAIRED DRYWALL AND WOOD 5URFAGE5 TO BE PAINTED ARE TO RECEIVE (1) PRIMER COAT MORRIS GORP."" THE DESK DRAWER PULLS SHOULD BE MODEL NO. 124.02A20 AS MANUFACTURED BY AND (2) FINISH COATS OF PAINT IN A COLOR TO BE SELECTED BY THE OWNER. THE GEILIN65 CAN BE 5. (1) NO. c12004 DU5TP ROOF STRIKE IN A 613 FINISH AS MANUFACTURED BY "VON MORRIS G. THE DESK DRAWER RUNNERS ARE TO BE "HAFELE" CONGEALED UNDERMOUNT/FRAMLE55 MOUNT TYPE, MODEL SPRAYED BUT THE WALLS ARE TO BE ROLLED. CORP." NUMBER 423.80.655. MOUNT TO 2x CLEAT ON ONE 51DE OF DRAWER5 ON EACH END AND TO BOTTOM OF G. PAINTING AT NEW ENTRY DOOR (SEE GENERAL CONSTRUCTION NOTE NO. 1 ON SHEET A -4. DESK WITH BENT METAL PLATE AND 5HIM5 AS REQUIRED, BETWEEN DRAWERS. DESK FABRICATOR SHOULD E. AT SHOWER IN THE PROPOSED BATH CONTACT THE ARCHITECT PRIOR TO PURCHASE AND INSTALLATION OF HARDWARE TO D15GU55 HARDWARE D. PAINTING AT THE EXISTING HOU5EKEEPING TOILET AND LUNCH ROOM (SEE 6ENERAL CONSTRUCTION NOTE NO. FUNCTION AND INSTALLATION. 21 ON SHEET A -4. a. FRAMELE55 CLEAR OLA55 SHOWER DOOR TO MATCH EXI5TIN6. E. PAINT THE DRYWALL AT WALL CONSTRUCTION WHERE THE ACCESS DOOR WA5 REMOVED IN THE b. HIN6E5 AND DOOR PULL TO MATCH EXI5TIN6 FOR QUALITY, DE516N, AND GOLOR. 1 MEDICINE CABINET HOU5EKEEPIN6 LUNCH ROOM, WITH A COLOR TO MATCH THE EXI5TIN6. EXTEND TO WALL CORNER AT EAST G. SEE GENERAL CONSTRUCTION NOTE NO. 26 ON SHEET A -5 FOR SHOWER PAN CONSTRUCTION. A. TO MATCH EXI5TIN6 IN BATH -3 ON THE ENTRY LEVEL FOR HARDWARE, MATERIALS AND GENERAL DE516N. 51DE AND LO61GAL 5TOPPING POINT ON THE WEST SIDE. REFER TO PROPOSED UPPER LEVEL FLOOR PLAN 18. CABINETS SHOULD BE ASSEMBLED WITH GLUE AND CONGEALED FASTENERS AND OR BISCUITS. SHEET A -5. F. @ AT PROPOSED LOW HEADROOM 5TORA61= F. WOOD SHELF CLEATS SHOULD BE BRUSH PAINTED. (SEE MATERIALS AND FIN15H NOTE NO. 5 ON SHEET A -6) a. PROVIDE 3/4" VENEERED PLYWOOD PANEL DOOR WITH EDGE BANDING, Ix 50LID WOOD FRAME AND 1 Q . PROVIDE SHOP DRAWIN65 FOR ALL CABINETS AND BUILT -IN5 FOR THE ARGHITEGT5 REVIEW AND (3) FLUSH OVERLAY CABINET TYPE HIN6E5. VERIFY HE16HT OF DOOR FOR BOTTOM TO OCCUR APPROVAL. 6. ALL SHELF CLEAT 15 TO BE 50LID WOOD (POPLAR) WITH ALL EXPOSED 5URFAGE5 SANDED SMOOTH AND ABOVE BASE TRIM AND TOP TO BE 4" DOWN FROM THE INTERSECTION OF THE WALL WITH THE RECESSED FASTENER HOLES FILLED TO BE ABSOLUTELY SMOOTH AND FLUSH WITH ADJACENT SURFACES, PRIOR GEILIN6. 20. FIRE SPRINKLER HEADS AND TRIMS ARE TO MATCH THE EXI5TIN6 FOR 51ZE AND FINISH. (SEE BUILD {N6 CODE TO PAINTING. b. PROVIDE A "STANLEY" NO. 5P41 MA6NETIG LATCH AT TOP AND BOTTOM OF DOOR PANEL WITH A NOTE NO. 5 ON SHEET A - 0). ct. ALL CLOSET HANG RODS ARE TO BE 1 -5/16" DIAMETER HEAVY DUTY POLISHED CHROME AS MANUFACTURED BY "HAFELE" MODEL NO. 124.02A20 PULL (OR EQUAL) MOUNTED TO THE BOTTOM OF THE DOOR. 21 . THE PLUMBIN6 FIXTURES AND FAUCETS IN THE PROPOSED BATH SHOULD MATCH EXI5TIN6. "LIDO" (VERIFY LENGTH FOR EACH LOCATION. G. THE PLYWOOD PANEL SHOULD BE TEXTURED AND PAINTED TO MATCH THE ADJACENT DRYWALL. 22. BATH ACCESSORIES SHOULD BE PROVIDED IN THE SIZE AND LOCATIONS NOTED ON THE INTERIOR ELEVATION AND 10. PROVIDE 2x NON -COM BLOCKING WHERE NOTED AND AT BATH ACCESSORIES AND WHERE NECESSARY AND NOT 12. 6LIDE5 FOR DRAWERS IN THE PROP05ED CL05ET ARE TO BE OF EQUAL QUALITY TO THE ONES USED ON VANITY SHOULD MATCH THE EXI5TIN6 FOR DESIGN, AND COLOR. NOTED FOR THE SECURE ATTACHMENT OF ALL THE SURFACE MOUNTED MATERIALS. CABINET DRAWER5 IN THE EXI5TIN6 MASTER BATH. II. DOORS 13. THE PULLS AT DRAWER5 IN THE PROPOSED GL05ET ARE TO MATCH TH05E ON THE VANITY GABINET5 IN THE SE SHEET A -lq F OR CONTINUATION OF MATERIALS AND FINISH NOTES A. iD NEW ENTRY DOOR (SEE GENERAL CONSTRUCTION NOTE NO. 17 ON 5HEET A -4) EXI5TIN6 MASTER BATH, FOR SIZE, DE516N AND COLOR. B. @ DOOR AT ENTRY TO PROPOSED FAMILY ROOM. 14. ALL THE 5HELVING AND CABINET BOXES IN THE PROP05ED GL05ET AND EXISTING CLOSET AT THE UPPER LEVEL a. DOOR HE16HT, PANELIZATION AND FINISH 15 TO MATCH EXISTING. ARE TO BE CONSTRUCTED WITH 3/4" .NHITE MELAMINE BOARD WITH A SOLID WOOD N05IN6 OF THE 5AME SPEGIES AS THE EXI5TIN6 TRIM AND FINISHED TO MATCH IT. ALL PANELS AND SHELVES SHOULD BE ATTACHED WITH b. DOOR HARDWARE 15 TO MATCH EXI5TIN6 WITH A PR{VAGY TYPE LATCH SET AND TRIM MOUNTED CONGEALED FASTENERS OR CONSTRUCTION ADHESIVE. NO EXPOSED FASTENERS OR JOINT5 IN PANELS ARE STOP. ALLOWED. EDIT 5�T 2 { A -II A -II li 114" 11/2* ,n 11 FINISH GEILING =win SHELF WITH HANG 3 2 1 i NEW DOOR TRIM ROD BEYOND N A_13 f,,_I A_Ig i� TO MATCH EXISTING METAL DECKING r 1 5 TI NG FLOOR STRUCTURE VQ,N I TY FINISH GELLING NEW CARPET TO REPLACE EXISTING I — — NEW DOOR TO MATCH 3/4" VENEERED -�,, T.O. SLAB a EL. a0' -b" EXISTING II PLYWOOD DOORS i • WITH EDGE SANDING_ I Foil ♦ AND (4) FLUSH OVERLAY TYPE 4 . /" \ . • / \ \ 3/4" VENEERED NEW 4x4 STEEL POST ATTACHED TO ROOF STRUCTURE ABOVE AND NEW FLOOR BEAMS A -13 s HINGE5 PER LEAF _= — ® °� PLYWOOD TOP, TO EXI5TING FLOOR STRUCTURE ADJACENT AT LARGE DOORS —� — ° — — :N -' — / \ SIDES AND BOTTOM TO THE NEW BRIDGE (5EE STRUGT.) AND (3) AT / V / \ WITH Ix SOLID SMALLER — — — — �� WOOD N051 NG EXISTING TEXTURED • m DRYWALL TO BE \ / FIXED SHELVES REPAINTED VENEERED NEW DUCTWORK TIED TO \ / • \ . • � / PLYWOOD BACK EXISTING TO ALLOW PANEL FOR REROUTING OF \ j EXISTING BATH EXHAUST _ Ix4 WOOD TRIM (SEE MEGH) \ /• ° ' '° ry BOARD \ / l ,- NEW WOOD RAILING GONT. TYPICAL f / T AND T WITH METAL BALUSTERS BASE TRIM \ / PAINTED DRYWALL TO MATCH EXISTING AT SPIRAL STAIR :c> FINISH FLOOR 3/4" VENEERED PLYWOOD PANELING 1 112° 11/2' 1 1I2° I I/2" Ix6 SOLID WOOD TRIM °�` 1/4 REVEAL < )> �'" � � 1 "E � 0 V M I �`CA"W"'INET "U ( ice t I N TELEVISION TO BE PROVIDED BY OWNER SCAL = It2 i' AND INSTALLED BY CONTRACTOR SPEAKERS TO BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR LINE OF EXI5ING SHAFT 3/4" VENEERED PLYWOOD TOP, SIDES, BOTTOM AND VERTICAL DIVIDER WITH EDGE BANDING ADJUSTABLE 3/4" VENEERED PLYWOOD SHELVES WITH EDGE BANDING 3/4" VENEERED PLYWOOD DOORS WITH EDOE BANDING EXISTING FIREPLACE AND GRANITE SURROUND TO REMAIN NL' I, 1 REFER TO GENERAL CONSTRUCTION NOTES ON SHEETS A -4 AND A -5 FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE ELEVATIONS. 2. 0 REFER TO MATERIALS AND FIN15H NOTES ON SHEETS A -8 AND A -a FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE ELEVATIONS. PORTION OF EXISTING DUCT THAT EXTEN05 THROUGH THE ROOF TO REMAIN (5EE MECH.) PROPOSED UPPER LEVEL T.O. SLAB -G4 u T EL. CIO' -5 1/4" I — �I ( I L I \ (�) I EX15TING LIVING ROOM II \ I � .d WINE 5TORA6E APPLIANCE Ix4 TRIM WITH SLOTS AT WINE APPLIANCE / FOR VENTING < e> REMODELED EXI5TINC7 ENTERTAINMENT CENTER � 1 z I I t= I ( Ul I w I x I I � t� I I I I I ♦ a �4 3/4" VENEERED PLYWOOD FIXED SHELVES PORTION OF EXISTING DUCT TO BE REMOVED (5EE MEGH) EXISTING WALL TO BE REMOVED NEW DRYWALL ON METAL STUD WALL EXISTING DOOR BEYOND TO REMAIN — 4x4 STEEL RAILING P05T TO MATCH i COLUMNS FOR FINISHED ♦ 51ZE (PAINT) NEW CONCRETE ON i� METAL DECKING r 1 5 TI NG FLOOR STRUCTURE VQ,N I TY (5EE 5TRUGT.) NEW CARPET TO REPLACE EXISTING I EXISTING . UPPER LEVEL T.O. SLAB a EL. a0' -b" EX15TINIS LIVING ROOM EXISTING CONCRETE AND METAL DECKING FLOOR STRUCTURE TO REMAIN EXISTING STEEL BEAMS TO REMAIN EXISTING DRYWALL GELLING TO REMAIN NEW STEEL BEAM ? (5EE 5TRUCT) EXISTING CARPET TO BE REPLACED EXISTING CONCRETE ON METAL DEGKING FLOOR STRUCTURE TO REMAIN LOWER LEVEL OI L T.O. SLAB 1 7 • T EL. 50'-0" PORTION OF EXISTING DUCT TO REMAIN (5EE MECH) "=w3'ULoL",k11N6 E:"�ECTICN AT NEVA, ANI:;� M.EVATION 0�: *REM0=)ELmr=1:� lowIVINC5 R"'COM ENTERm"TAINMENT CENTER'"' I$ FAIEBT SCALE: 1/.2 = I' -O" 23. NEW MASTER BEDROOM BUILT -IN CABINET. (ALTERNATE PRICE) A. THE DOORS ARE TO BE 3/4" CHERRY VENEERED PLYWOOD WITH EDGE BANDING AND FINISHED TO MATCH THE DOLOR OF THE EXI5TINO ENTERTAINMENT CENTER CABINET IN THE LIVING ROOM. B. THE VENEERS ON PLYWOOD AND THE SOLID WOOD ELEMENTS OF THE GABINET SHOULD BE CHERRY AND SHOULD BE FINISHED TO MATCH THE COLOR OF THE EXISTING ENTERTAINMENT CENTER CABINET IN THE LIVING ROOM AND SHOULD BE FABRICATED AND FINISHED WITH A FURNITURE -LIKE GGUALITY. G. PROVIDE FLUSH OVERLAY TYPE HINGES AT THE DOORS AND DRAWER GLIDES TO BE OF THE SAME QUALITY AS USED IN THE EXISTING VANITIES. P. PROVIDE MODEL NO. 124.02.x20 DOOR AND DRAWER PULLS AS MANUFACTURED BY "HAFELE" (OR EG2UAL). E . TYPICAL HANG ROD (SEE FIN15H NOTE NO. -1 ON SHEET A -8) 24, REMODEL OF EXISTING LIVING ROOM ENTERTAINMENT CENTER AND WE5T WALL. (ALTERNATE PRICE) A. THE DOORS ARE TO BE 3/4" CHERRY VENEERED PLYWOOD WITH EDGE BANDING AND FINISHED TO MATCH THE COLOR OF THE EXISTING ENTERTAINMENT CENTER CABINET BEING REPLACED. B. THE VENEERS ON PLYWOOD PANELING AND CABINET INTERIOR SHELVES AND PANELS ARE TO BE CHERRY AND SHOULD BE FINISHED TO MATCH THE COLOR OF THE EXISTING ENTERTAINMENT CENTER CABINET BEING REPLACED AND SHOULD BE FABRICATED AND FINISHED WITH A FURNITURE -LIKE QUALITY. G. PROVIDE FLUSH OVERLAY TYPE HINGES AT THE DOORS WITH ABILITY TO OPEN ISO DEGREES, (4) AT EACH LARGE DOOR AND (2) AT EACH SMALL DOOR. P. PROVIDE TOUCH LATCH HARDWARE AT ALL DOORS E. PROVIDE 3/4" VENEERED PLYWOOD PANELING GLUED TO THE EXISTING DRYWALL AND FLUSH WITH DOORS ON CABINET. F. PROVIDE A FRAMED AND DRYWALLED OPENING BEHIND THE LOCATION FOR THE NEW OWNER PROVIDED AND CONTRACTOR INSTALLED TELEVISION. VERIFY 51ZE OF OPENING WITH THE TELEVISION. G. PROVIDE AND INSTALL A WINE 5TORA6E APPLIANCE MODEL NO. 424 AS MANUFACTURED BY "5UB ZERO ". H. VERIFY LOCATION OF EXISTING SHAFT WALL AND COORDINATE WITH IN -WALL SPEAKER BOX -OUT. EXTEND BOX -OUT INTO SHAFT WALL IF NEGE55ARY WITH CONSTRUCTION COMPATIBLE WITH EXISTING SHAFT WALL RATING AND CONSTRUCTION. I . AS A STANDARD FOR THE DESIGN AND QUALITY OF FABRICATION AND FINISHING OF CABINETS AND PANELING, REFER TO THE WEST WALL OF UNIT B -21 LOCATED ON THE SECOND FLOOR OF TH15 BUILDING. -I— 1 I / � 1 J /I �3RII2GE a I m 00-111-100 m r -A I� 25. REMODEL OF EXISTING KITCHEN GABINETS. (ALTERNATE PRICE) A. REMOVE AND REPLACE THE EXISTING DOOR AND DRAWER FRONTS AND REPLACE WITH FLUSH 3/4 " CHERRY VENEERED DOORS AND FLUSH 5OLID CHERRY DRAWER FRONTS. FIN15H TO MATCH COLOR OF THE EXISTING CABINETS. B. REUSE THE EXI5TING DOOR HINGE HARDWARE AND PREP NEW PANELS FOR HARDWARE TO REMAIN IN ITS PRESENT LOCATION, G. REUSE THE EXISTING DRAWER GLIDE HARDWARE. P. PROVIDE MODEL NO, 124.02.x20 DOOR AND DRAWER PULLS AS MANUFACTURED BY "HAFELE" (OR EQUAL). 26.OLA55 RAILING TO REPLACE EXISTING STAIR RAILING AND FOR NEW GUARD RAIL. (ALTERNATE PRIGE) A. REMOVE EXISTING STEEL PICKETS AND WOOD RAILING FROM THE SPIRAL STAIR AND LANDING AND REPLACE WITH RADIUSED + / -&" LONG AGRYLIG GLA55 PANELS ATTACHED TO TREADS WITH TRACK TO COVER HOLES IN TREADS AND PROVIDE NEW WOOD RAINLINO TO MATCH EXISTING. B. PROVIDE CONTINUOUS ACRYLIC GLA55 PANEL GUARD RAIL AT NEW BRIDGE AND ATTACHED TO WOOD FLOORING WITH GONTINUO5 TRACK. RAILING GAP TO BE WOOD TO MATCH THE EXISTING STAIR. RAILING. G. PROVIDE A MATGHING 6" EXTENSION TO THE TOP OF THE SPIRAL STAIR CENTER POST TO RECEIVE THE NEW 42" HIGH GUARD RAIL THAT WILL REPLACE THE EXISTING RAILING. i low I P116 i ♦ � i� R W1 I r . I ii r i • I Foil ♦ r 00-111-100 m r -A I� 25. REMODEL OF EXISTING KITCHEN GABINETS. (ALTERNATE PRICE) A. REMOVE AND REPLACE THE EXISTING DOOR AND DRAWER FRONTS AND REPLACE WITH FLUSH 3/4 " CHERRY VENEERED DOORS AND FLUSH 5OLID CHERRY DRAWER FRONTS. FIN15H TO MATCH COLOR OF THE EXISTING CABINETS. B. REUSE THE EXI5TING DOOR HINGE HARDWARE AND PREP NEW PANELS FOR HARDWARE TO REMAIN IN ITS PRESENT LOCATION, G. REUSE THE EXISTING DRAWER GLIDE HARDWARE. P. PROVIDE MODEL NO, 124.02.x20 DOOR AND DRAWER PULLS AS MANUFACTURED BY "HAFELE" (OR EQUAL). 26.OLA55 RAILING TO REPLACE EXISTING STAIR RAILING AND FOR NEW GUARD RAIL. (ALTERNATE PRIGE) A. REMOVE EXISTING STEEL PICKETS AND WOOD RAILING FROM THE SPIRAL STAIR AND LANDING AND REPLACE WITH RADIUSED + / -&" LONG AGRYLIG GLA55 PANELS ATTACHED TO TREADS WITH TRACK TO COVER HOLES IN TREADS AND PROVIDE NEW WOOD RAINLINO TO MATCH EXISTING. B. PROVIDE CONTINUOUS ACRYLIC GLA55 PANEL GUARD RAIL AT NEW BRIDGE AND ATTACHED TO WOOD FLOORING WITH GONTINUO5 TRACK. RAILING GAP TO BE WOOD TO MATCH THE EXISTING STAIR. RAILING. G. PROVIDE A MATGHING 6" EXTENSION TO THE TOP OF THE SPIRAL STAIR CENTER POST TO RECEIVE THE NEW 42" HIGH GUARD RAIL THAT WILL REPLACE THE EXISTING RAILING. i low I P116 D ate: 1/17/06 ReVI5ed Sheet Number Ir i ♦ � i� R r ii r i • ♦ r � s r D ate: 1/17/06 ReVI5ed Sheet Number Ir SUSPENDED DRYWALL CEILING 2-4" II/V EXISTING WALL CONSTRUCTION 5/4" VENEERED PLYWOOD FIXED SHELVES WITH EDGE BANDING BEYOND 5/6" DRYWALL FULL BATT INSULATION --------------- ---------------------- v p 2 x4 N -GOM FRAME A'FTAGHED TO POL 2X4 NON-COM5TUD5 IN WALLS ON EACH SIDE. 5ANDNIGH 5TUD5 .................................. ............ BETPqEEN FLOOR TO GEILINC2 METAL STUDS ON EACH SIDE. EX15TIN& 101/2 BATH FACE OF EXISTING TILE IN • BATH > 2' -11/2" EX15TINO Al OI L T.O. SLAB / \ f' EL. clol-6 RTAINMr-NT Cr-NT�=R ol EA5T AAL.L. Of' F *mw""00M 50ALE: 1-1/2" = P-O" 3/4" VENEERED PLYWOOD I w7l r ll COR' ::�ETA11.5 10" low0w HEAI:�R`00M 570 F SCALE- 1 1/2" = 1'-0" 5/4" 50LID HOOD MM BOARD SCRIBED TO DRYWALL AT GEILIN6 5/4" PLYNO005G.RENEP TO STUDS AND BLOCKING 3/4" VENEERED PLYWOOD PANEL 3/4" VENEERED PLYWOOD 51DE PANEL WITH EDGE BANDING TEXTURED AND PAINTED DRYWALL BEYOND - FLAT PANEL TV (3Y OWNER N.I.G) HALL MOUNTED TV SUPPORT BRACKET WITH EXTEND, RETRACT AND ROTATE FEATURES - (2) 2xI2 NON-COM 50LID BLOGKIN6 5/4 x I 1/2"50LID WOOD N05IN6 (TYP.) MITERED TO VENEERED PLYWOOD SHELF DESK BEYOND (SEE DETAIL I A-10) DRAWER WITH SOLID WOOD FRONT 5/4" VENEERED PLYWOOD PANELS ON TOP, BOTTOM, SIDES AND BACK 5/4" VENEERED PLYWOOD DOOR PANEL WITH EDGE BANDING ADJUSTABLE 5/4" VENEERED PLYWOOD SHELF WITH EDGE BANDING TYPICAL BASF TRIM EXISTING CONCRETE SLAB CARPET W PAL? WITH TACK STRIP F 50ALE: 1-1/2" = I"-O "" SHAFT WALL CONSTRUCTION 2x4 NON -GOM FRAME ATTACHED TO DBL 2x4 NALL5 ON EACH SIDE. CONSTRUCTION FURRING OVER SHAFT CONSTRUCTION FULL BATT INSULATION FAMILY - (2 ) 2xI2 NON -COM SOLID -5/8'" DRYWALL ROOM BLOCKING EDGE OF BASE CABINET BELOW ,- PLYWOOD SCREWED TO STUDS AND E3LOGKINO --3 VENEERED PLYWOOD PANEL EXISTING STEEL COLUMN x PANEL TV (BY --- I WITH SPRAY -ON OWNER N.I.G) FIREPROOFING - FURRING ON CN --5/4 PLYWOOD FIXED SHELVES FIREPROOFED COLUMN , STORA&E WITH EDGE BANDING JAMB 4 I'-b 3/4" 44' 1 I-b 3/4" 1112' VERIFY FAMILY HEAP SIM. 5/4" SOLID WOOD N05IN6 MITERE TO PLYWOOD PANEL_ AND 5GRIBEP ROOM n3 TO SIDE WALLS SUSPENDED DRYWALL GEILINC7 3 5/8" METAL SOFFIT FRAMING DOOR PANEL, TEXTURED AND PAINTED TO MATCH ADJACENT WALL SURFACE PROPOSED 1-161-ITINC-7 AND 5/4" SOLID WOOD SILL AND JAMB DRYWALL TERMINATION FAMILY TRIM HELD BACK 1/5" ROOM FROM DOOR PANEL I/8"' CLEARANCE BETWEEN DOOR AND TRIM BOARD SCRIBED TO 2x6 NON-COM BLOCKING (TYP) TYPICAL BASE TRIM 3/4" VENEERED PLYWOOD VERIFY WITH BASE TRIM EX15TIN6 T.O. SLA F 50ALE: 1-1/2" = I"-O "" SHAFT WALL CONSTRUCTION 2x4 NON -GOM FRAME ATTACHED TO DBL 2x4 NALL5 ON EACH SIDE. CONSTRUCTION FURRING OVER SHAFT CONSTRUCTION FULL BATT INSULATION FAMILY - (2 ) 2xI2 NON -COM SOLID -5/8'" DRYWALL ROOM BLOCKING EDGE OF BASE CABINET BELOW ,- PLYWOOD SCREWED TO STUDS AND E3LOGKINO --3 VENEERED PLYWOOD PANEL EXISTING STEEL COLUMN x PANEL TV (BY --- I WITH SPRAY -ON OWNER N.I.G) FIREPROOFING - FURRING ON CN --5/4 PLYWOOD FIXED SHELVES FIREPROOFED COLUMN , STORA&E WITH EDGE BANDING JAMB 4 I'-b 3/4" 44' 1 I-b 3/4" 1112' VERIFY FAMILY HEAP SIM. 5/4" SOLID WOOD N05IN6 MITERE TO PLYWOOD PANEL_ AND 5GRIBEP ROOM n3 TO SIDE WALLS SUSPENDED DRYWALL GEILINC7 3 5/8" METAL SOFFIT FRAMING EL. cf0l-6 ll CARPET AND PAD 5/8" DRYWALL ON 5-5/0" PROPOSED 1-161-ITINC-7 AND METAL STUDS WITH FULL BATT INSULATION ------/ EXISTING CONCRETE ON METAL DECKING FLOOR (SEE 5TRUCT) F 50ALE: 1-1/2" = I"-O "" SHAFT WALL CONSTRUCTION 2x4 NON -GOM FRAME ATTACHED TO DBL 2x4 NALL5 ON EACH SIDE. CONSTRUCTION FURRING OVER SHAFT CONSTRUCTION FULL BATT INSULATION FAMILY - (2 ) 2xI2 NON -COM SOLID -5/8'" DRYWALL ROOM BLOCKING EDGE OF BASE CABINET BELOW ,- PLYWOOD SCREWED TO STUDS AND E3LOGKINO --3 VENEERED PLYWOOD PANEL EXISTING STEEL COLUMN x PANEL TV (BY --- I WITH SPRAY -ON OWNER N.I.G) FIREPROOFING - FURRING ON CN --5/4 PLYWOOD FIXED SHELVES FIREPROOFED COLUMN , STORA&E WITH EDGE BANDING JAMB 4 I'-b 3/4" 44' 1 I-b 3/4" 1112' VERIFY FAMILY HEAP SIM. 5/4" SOLID WOOD N05IN6 MITERE TO PLYWOOD PANEL_ AND 5GRIBEP ROOM n3 TO SIDE WALLS SUSPENDED DRYWALL GEILINC7 3 5/8" METAL SOFFIT FRAMING TYPICAL BASE TRIM ------- EXISTING CONCRETE SLAB EXISTINO T.O. 5LAE3 "AAA EL. clO 1-611 . 4 CARPET W PAD WITH TACK STRIP '� 1:�EV< ::�ETAllmw @► NOR"'TH AALaLm 0�= Rc <�> Fm .�=7AIIm @) EN7E*m*"7AlNMEN7 CEN7�=F"C_ SCALE: 1-1/2" = 1'-0" NORTH 1. F� l REFER TO GENERAL CONSTRUCTION NOTES ON SHEETS A-4 AND A-5 FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE DETAILS. 2. REFER TO MATERIALS AND FINISH NOTES ON SHEETS A-5 AND A-ci FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE DETAILS. 3. �� -7 INr HATCHIN >IGATE5 EXISTING CONSTRUCTION TO REMAIN. IWO- LIGHT FIXTURE (SEE PROPOSED 1-161-ITINC-7 AND ELECTRICAL PLAN) 5/4" SOLID WOOD MM BOARD SCRIBED TO DRYWALL AT GEILIN& 3/4" VENEERED PLYWOOD WITH Ix SOLID WOOD N05INC7 MITERED TO TOP AND SIDES 3/4" VENEERED PLYPqOO1? SHELF WITH ix SOLID WOOD N05IN6 MITERED TO IT 5/5" DRYWALL TEXTURED AND PAINTED DRYWALL BEYOND 3/4" VENEERED PLYWOOD DESK TOP AND BOTTOM WITH 50LID WOOD NOSING MITERED TO IT WITH ALL EXPOSED SURFACES INGLUDIN6 THE DESK BOTTOM TO BE STAINED DRAWER WITH SOLID WOOD FRONT 2x SOLID WOOD CLEAT AT BACK AND ON SIDES WITH RECESSED FASTENERS, HOLES PLUGGED AND SANDED SMOOTH IN PREPARATION FOR PAINTING 2x6 NON-GOM 50LID BLOGKINO ON BACK AND BOTH 51 DES TYPICAL BASE TRIM ------- EXISTING CONCRETE SLAB EXISTINO T.O. 5LAE3 "AAA EL. clO 1-611 . 4 CARPET W PAD WITH TACK STRIP '� 1:�EV< ::�ETAllmw @► NOR"'TH AALaLm 0�= Rc <�> Fm .�=7AIIm @) EN7E*m*"7AlNMEN7 CEN7�=F"C_ SCALE: 1-1/2" = 1'-0" NORTH 1. F� l REFER TO GENERAL CONSTRUCTION NOTES ON SHEETS A-4 AND A-5 FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE DETAILS. 2. REFER TO MATERIALS AND FINISH NOTES ON SHEETS A-5 AND A-ci FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE DETAILS. 3. �� -7 INr HATCHIN >IGATE5 EXISTING CONSTRUCTION TO REMAIN. IWO- REINSTALLED EX15TINC7 INSULATION b" METAL CEILING J01 5T5 14 BETWEEN EXISTING STEEL ROOF BEAMS APPROXIMATE LOCATION OF EXISTING STEEL STRUCTURE WITH APPLIED FIREPROOFING 5 5/5" METAL STUDS 518 " DRYWALL WA TOP AND SIDES OF GAE31 NET E30X ARE TO BE SCRIBED TO DRYWALL 3/4" MELAMINE BOARD DRAWER FRONTS WITH 1/4" THICK SOLID WOOD EDGE BANDING PAINTED WOOD PULLS 5/4" MELAMINE BOARD FACE PANELS WITH MELAMINE EDGE BANDING I ,I _ RON VERIFY WITH BASE TRIM 5 5/5" METAL STUDS TYPICAL BASE TRIM CARPET AND PAD PROPOSED T.O. SLAB EL. qO 1-611 NEW CONCRETE ON METAL DEGKINr_- FLOOR (SEE STRUGT) Apv Cal SCALE: 1 1/2" r V-O" PO N F EX15TING7 SPRAY -ON FI REPROOF IN6 TO BE REMOVED FACE OF EXISTING METAL ROOF DEGKIN6 WITH SPRAY -ON FI REPROOF INC7 NEW STEEL BEAM ATTACHED TO EX15TINC7 ON EACH END AND PLACED TO BE BELOW EXISTING FIREPROOFING ON ROOF DECKING (2) LAYERS OF 5/8"" TYPE "X" GYP. BOARD ON METAL STUD BRACKETS (5EE 2-HR. A55EMBLY NO. & ON SHEET A-1) REPAIRED 5U5PENDED DRYWALL GEILIN& TO BE FLUSH WITH EXISTING NOTE: OUTSIDE LAYER OF GYP. BOARD 15 TO BE T16HT TO EXISTING FIREPROOFING AT ROOF DECKING AND STEEL BEAMS ON EACH END WITH &AP5 TO BE FILLED WITH RATED FIREPROOF SEALANT -NOW SCALE. 1-1/2" = V-O" FACE OF EXISTING METAL ROOF DECKING WITH 5PRAY-ON FIREPROOFING EXISTING STEEL ROOF BEAM AND 5PRAY-ON FI REPROOF IN6 a" METAL GEILINC7 JOISTS AT 24"o.c. BETWEEN EXISTING STEEL BEAMS 5/5" DRYWALL • 4W -mom 50ALF: 1-1/2" -oil BE ADDED 2. REFER TO MATERIALS AND FINISH NOTES ON5HEET5 A-5 AND A-ci FOR � � 7A I Lm � � L.L. AN� ��A�� CAT" ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE DETAILS. SCALE: 1-1/2" = V-O" HATCHING INDICATES EXISTING CONSTRUCTION TO REMAIN. EXISTING WALL CONSTRUCTION TO BE REMOVED FOR INSTALLATION OF NEW N[Nr,>Okq SCALE: 1-1/2" V-O" NOJE: AT THE EXISTING MASTER CLOSET THE5HELF 5PACIN6 AND NUMBER ARE DIFFERENT (SEE INTERIOR ELEVATION NO. ct ON SHEET A-6) BACKER ROD AND SEALANT TO MATCH 5TVGGO SLOPPING EIF5 5TUGG0 PATCH TO MATGH- EX15TINC7 2x6 FIRE RETARDANT TREATED WOOD BUCK SUSPENDED METAL FRAMING GEILIN6 SYSTEM (TYP) 5/8" DRYWALL 1 SLOPING DRYWALL ON SHAFT CONSTRUCTION BEYOND 2x6 NON-COM 13LOGKINC-7 (TYP.) EXISTING DRYWALL ON 5-518" METAL STUDS EXISTING WALL CONSTRUCTION FULL BATT INSULATION Ix4SHELF CLEAT (PAINT) (TYP) 5/4" MELAMINE BOARD SHELF (TYP) 5/4 x 1 1/2" SOLID WOOD N05INC7 (TYP) CARPET AND PAD NOTE: VERIFY THICKNESS OF SUBSTRATE FOR PLATFORM SHELF NO5IN(5 TO REST ON THE TOP OF BASE TRIM. TYPICAL BASE TRIM (9 " METAL STUD PLATFORM FRAMING EXISTIN& T.O. 5L/A_%- EL. c[O -6 "' EXISTING CONCRETE SLAB ON METAL DECKING EXISTING STEEL BEAM WITH SPRAY ON FIREPROOFING 5/8" TYPE "X" DRYWALL 3 5/8" METAL STUDS AT Irbil 0.6. TYPICAL BASE TRIM BELOW 5 5/5" METAL STUDS 518" DRYWALL SCALE: 5" = 11-011 ffoa EXISTING EXTERIOR WALL CONSTRUCTION TO 1 . [] REFER TO GENERAL CONSTRUCTION NOTES ON SHEETS A-4 AND A-5 FOR REMAIN METAL STUDS TRACK TO ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE DETAILS. 5U5PENDED METAL FRAMING GEILIN6 SYSTEM (TYP) 5/5 DRYWALL 5 5/5" METAL FURRING STUDS (TYP) 5/4 x 1 1/2" SOLID WOOD NOSING (TYP) METAL HANG ROD (TYP) <8> 3/4" MELAMINE BOARD SHELF (TYP) < 1 Ix(b SHELF CLEAT (PAINT) (TYP) 2X6 NON-COMI BLOCKING (TYP) - TEXTURED AND PAINTED Of;ZYkqALL BEYOND EX15TIN6 WALL CONSTRUCTION EXISTING DRYWALL ON 3-5/6' METAL STUDS FULL GATT INSULATION TYPICAL BASE TRIM CARPET AND PAD PROPOSED �O -6" LAE3 EXISTING GONGRETE SLAB ON METAL DECKING EXISTING STEEL BEAM isms SCALE: 1-1/2" = 1'-0" DRYWALL RETURN BEYOND 3 5/5" METAL STUDS 3/4" VENEERED PLYkqOOD VqITH5OLIP WOOD N05IN6 SOLID WOOD N05IN6 MITERED TO PLYWOOD Ix4 WOOD TRIM BOARD CABINET BOX 15 TO BE SCRIBED TO TOP AND SIDES OF OPENING 3/4" MELAMINE DRAINER FRONT WITH 1/4" 50LID WOOD EDGE BANDING EXISTING DRYWALL ON 3 5 1S " METAL 5TUD5 - EX15TIN6 WALL CONSTRUCTION 1/5" HAT CHANNEL FURRING ON EXISTING FRAMING 5 /S" DRYWALL FULL BATT INSULATION TYPICAL BA5E TRIM — I ♦ : • i. `T" EL. q0 1 NEW CONCRETE ON METAL DECKING FLOOR SLAB (SEE 5TRUCT) NEW STEEL BEAM (SEE 5TRUGT) 518" TYPE "X " EXTERIOR GYP. SHEATHING OVER EXISTING WALL FRAMING AND BEHIND NEW SOFFIT FRAMING AND ON EXISTING STUD WALL EXISTING EIF5 STUCCO ON TYPE "X" EXTERIOR GYP. 5HEATHING AND METAL STUD SOFFIT FRAMING TO BE REMOVED AND REPLACED AFTER INSTALLATION OF NEW STEEL BEAM FLOOR STRUCTURE. I6 NEW BEAM 2a _ EXISTING COLUMN AT SOUTH EXTERIOR WALL TYPICAL BASE TRIM IV V,I WA J 0 W,%A1 Yf CARPET AND PAD EXISTING CONCRETE SLAB ON METAL DEGKING AND SPRAY ON FIREPROOFING EXISTING AND PROPOSED oj L T .O. SLAB EL. aO' -6 EXISTING STEEL BEAM AND SPRAY ON FIREPROOFING 5/5" TYPE "X" EXTERIOR GYP. SHEATHING OVER EXISTING WALL FRAMING, BEHIND NEW SOFFIT FRAMING AND SEALED TO EXISTING FIREPROOFING EXISTING 5U5PENDED METAL FRAMING GEILING SYSTEM (TYP) EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN l SCALE: 1 -1/2" = 1' -O" ROUND WOOD RAILING TO MATCH EXISTING ROUND STEEL BALUSTERS TO MATCH EXISTING (PAINT) EXISTING SPIRAL STAIR WITH RAILING TO REMAIN WOOD FLOORING TO MATCH EXISTING 3/4" FIRE RETARDANT TREATED PLYWOOD ATTACHED WITH CONSTRUCTION ADHESIVE AND POWDER ACTUATED FASTENERS NEW CONCRETE ON METAL DECKING FLOOR SLAB (SEE 5TRUGT.) PROPOSED T.O. SL e EL. cto` -5 1/411 s� ;fi w �► is fui VERIFY WITH HEIGHT OF EXISTING SPIRAL STAIR LANDING SUPPORT NEW STEEL BEAM (5EE 5TRUCT) 5 /a" DRYWALL - 1/5" HAT CHANNEL —" FURRING NEW SUSPENDED 5/8 " TYPE"X "DRYWALL GEILING TO BE FLUSH WITH EX15TI NG -wow -now FA w w w r d 1 WF MR w - w r , ,w NEW STEEL BEAM (SEE STRUGT) 5/W TYPE "X" EXTERIOR GYP. 5HEATHING OVER EXISTING WALL FRAMING AND BEHIND NEW SOFFIT FRAMING EXISTING EIF5 STUCCO ON TYPE "X" EXTERIOR GYP. SHEATHING AND METAL STUD SOFFIT FRAMING TO BE REMOVED AND REPLACED AFTER INSTALLATION OF NEW STEEL BEAM FLOOR STRUCTURE. ROUND WOOD RAILING TO MATCH EXISTING 4x4 STEEL RAILING P05T TO MATCH COLUMNS FOR FINISHED 51ZE (PAINT) ROUND STEEL BALUSTERS TO MATCH EXISTING (PAINT) 1/4 WOOD TRIM NEW STEEL BEAM (SEE STRUCT) 5/5" DRYWALL 7/8" HAT CHANNEL FURRING NEW SUSPENDED 5/S " TYPE "X" DRYWALL GEILING TO BE FLUSH WITH EXISTING AmphL ... , W�Ak SCALE: 1 -1/2" = 1' -0" d 4 SCALE: 1 -1/2" = 1' -0" STEEL RAILING CAP WELDED TO P05T AND GROUND SMOOTH WITH ALL ED6E5 EASED AND GAPS FILLED FOR JOINT TO COMPLETELY DISAPPEAR ;J • :'• WOOD FLOORING TO I :• MATCH EXISTING 5/4 FIRE RETARDANT f TREATED PLYWOOD f : ATTACHED WITH CONSTRUCTION ADHESIVE :J AND POWDER ACTUATED J. FASTENERS ; NEW CONCRETE ON METAL DECKING FLOOR SLAB ( f f (SEE 5TRUGT) f I d d d J © d d I NEW 5/8"" TYPE "X" I H DRYWALL ON METAL FURRING s I: FACE OF EXISTING WALL e NOTE=): FACE OF EXISTING SUSPENDED DRYWALL GEILING TO REMAIN pro laslikhz TEXTURED AND PAINTED DRYWALL. BEYOND REINSTALLED EXISTING INSULATION 5" METAL GEILING JOISTS BETWEEN EXISTING STEEL ROOF BEAMS APPROXIMATE LOCATION OF LINE OF EXISTING STEEL STRUCTURE WITH APPLIED FIREPROOFING NEW & MIL POLY VAPOR BARRIER 5 5/5" METAL 5TUD5 TEXTURED AND PAINTED DRYWALL BEYOND 5 1S " DRYWALL 3/4 x 1 1/2" 50LID WOOD NOSING (TYP) METAL HANG ROD (TYP) \/ANI"r*t' =��=TAL HAimwf= EXISTING WALL TO BE 'J � REMOVED H E 1 6HT H I 1� 6 NEW METAL STUD WALL SCALE: 1 1 /2" = 1' -0" WITH 5/5" DRYWALL ON EACH SIDE AND MIRROR ON VANITY 51DE TYPICAL BASE TRIM / CARPET AND PAD EXISTING CONCRETE SLAB ON METAL DEGKING AND SPRAY ON FIREPROOFING EXISTING T.O. o L SLAB as EL. qo . Q EXISTING STEEL BEAM AND SPRAY ON FIREPROOFING I. REFER TO GENERAL CONSTRUCTION NOTES ON 5HEET5 A -4 AND A -5 FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE DETAILS. 2. REFER TO MATERIALS AND FINISH NOTES ON SHEETS A -e� AND A -Q FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE DETAILS. L Z HATGHING INDICATES EXISTING CONSTRUCTION TO REMAIN. Imo_- _�- ��Y ■�!!1!!!!!■ 5/4" MELAMINE BOARD SHELF (TYP) 14 Wo SHELF CLEAT (PAINT) (TYP) f 2x6 NON -COM BLOGKING (TYP) FULL BATT INSULATION TYPICAL BASE TRIM CARPET AND PAD EXI5TIN6 o L T.O. 5L EL. cio ` -6 EXISTING CONCRETE ON METAL DECKING FLOOR SUSPENDED DRYWALL GEILING 5/8" DRYWALL 3 5/8 METAL 5TUD SOFFIT FRAMING c";71N CA'INE7 =�U I L-7— I N OL.00�7HE5 HAN SCALE- 1 -1/2" = 1' -0" 3/4" VENEERED PLYWOOD ADJUSTABLE 1 4d SHELVES WITH EDGE BANDING FULL BATT INSULATION 5/8" DRYWALL 3/4" VENEERED PLYWOOD FIXED SHELF WITH EDGE BANDING 3 5/8" METAL STUD FRAMING 3/4" VENEERED PLYWOOD PANEL WITH EDGE BANDING 3/4" SOLID WOOD TRIM BOARD SCRIBED TO 51DE WALLET 3/4" VENEERED PLYWOOD DOORS WITH EDGE BANDING 3/4" VENEERED PLYWOOD CABINET TOP BELOW Vi n e Elm EXISTING EXTERIOR WALL CONSTRUCTION 5/8" DRYWALL 3 5/8" METAL 5TUD SOFFIT FRAMING 3/4" VENEERED PLYWOOD TOP, AND SIDES WITH SOLID WOOD N051N6 MITERED TO IT AND 50RIBED TO DRYWALL AT 51DE5 AND SOFFIT- 2x NON -GOM SOLID BLOCKING FIXED 3/4" VENEERED PLYWOOD SHELF W1TH EDGE BANDING 3/4" VENEERED PLYWOOD BACK PANEL 5/8" DRYWALL 3/4" VENEERED PLYWOOD BOTTOM WITH EDGE BANDING o • . •.. - Sf ' v EXISTING WALL CONSTRUCTION TO BE REMOVED FULL BATT INSULATION 5/8" DRYWALL TYPICAL BASE TRIM – CARPET W PAD WITH TACK STRIP EXI5TINO T.Q. 5LAB EL. 1510" -6" EXISTING CONCRETE SLAB k r f i EI / I I I / I / I / If ,I I I Swu , / " IWO 0 i"O/`E 7 A I Iwo 4 A='B 7 E R E:: 0 lb " I =500 C A5 6 " ::��=7AIL @) �4A57E EBUIL7—IN BHELI= AN1 r:Am`AfA''E""` CA"'INE7 I SCALE: 1 -1/2" 1' -0" 2x NON -GOM SOLID BLOGKINO I/8" MAX. CLEARANCE BETWEEN DOORS, DRAWER5 AND TRIMS ( TYPICAL) 3/4" 50LID WOOD TRIM BOARD SGRIBED TO DRYWALL AT SOFFIT AND 51DE WALLS 3/4" VENEERED PLYWOOD TOP, BACK AND 51DE PANELS v r TEXTURED AND PAINTED DRYWALL BEYOND 3/4" VENEERED PLYWOOD r i -° BANDING ADJUSTABLE 3/4" VENEERED PLYWOOD x BANDING 3/4 x 1 1/2"501-10 WOOD NOSING (TYP) MITERED TO VENEERED PLYWOOD I: 5l8" DRYWALL GA13I NET TOP — FULL BATT INSULATION MA5TER 5/8" DRYWALL BEDROOM ..... / % CONSTRUCTION ., 3/4" 50LID WOOD TRIM •` , ,`- WOOD FRONT, (4) TYPICAL BOARD SCRIBED TO co•a I / 12'-0" i= DRYWALL AT 50FFIT AND 7• , / I 51DE WALLS 1/8" MAX. CLEARANCE BETWEEN DOORS, DRAWER5 AND TRIMS (TYPICAL) 3/4 3/4" VENEERED PLYWOOD ±' SHELF WITH Ixl 1/2" 50LID WOOD NOSING MITERED * :* I / TO IT 3/4 x 1 1/2" 50LID WOOD N05I NG (TYP) METAL HANG ROD (TYP){ / 1x6 50LID W000 SHELF CLEAT I 2x(g NON -COM BLOCKING (TYP) ( / 111/4 "( I TEXTURED AND PAINTED DRYWALL I EXISTING WALL TO BE REMOVED 3/4" VENEERED PLYWOOD 1= DOOR PANEL WITH EDGE ' • / I BANDING I. MASTER 5M:)R00M • ' : I I TEXTURED AND PAINTED DRYWALL BEYOND 3/4" VENEERED PLYWOOD PANELS ON TOP, BOTTOM, 1 AND SIDES I ,. / I 3/4" SOLID WOOD TRIM BOARD 1: TYPICAL BASE TRIM � h a SUSPENDED DRYWALL GEILING 5/8" DRYWALL 3 5/8 METAL 5TUD SOFFIT FRAMING c";71N CA'INE7 =�U I L-7— I N OL.00�7HE5 HAN SCALE- 1 -1/2" = 1' -0" 3/4" VENEERED PLYWOOD ADJUSTABLE 1 4d SHELVES WITH EDGE BANDING FULL BATT INSULATION 5/8" DRYWALL 3/4" VENEERED PLYWOOD FIXED SHELF WITH EDGE BANDING 3 5/8" METAL STUD FRAMING 3/4" VENEERED PLYWOOD PANEL WITH EDGE BANDING 3/4" SOLID WOOD TRIM BOARD SCRIBED TO 51DE WALLET 3/4" VENEERED PLYWOOD DOORS WITH EDGE BANDING 3/4" VENEERED PLYWOOD CABINET TOP BELOW Vi n e Elm EXISTING EXTERIOR WALL CONSTRUCTION 5/8" DRYWALL 3 5/8" METAL 5TUD SOFFIT FRAMING 3/4" VENEERED PLYWOOD TOP, AND SIDES WITH SOLID WOOD N051N6 MITERED TO IT AND 50RIBED TO DRYWALL AT 51DE5 AND SOFFIT- 2x NON -GOM SOLID BLOCKING FIXED 3/4" VENEERED PLYWOOD SHELF W1TH EDGE BANDING 3/4" VENEERED PLYWOOD BACK PANEL 5/8" DRYWALL 3/4" VENEERED PLYWOOD BOTTOM WITH EDGE BANDING o • . •.. - Sf ' v EXISTING WALL CONSTRUCTION TO BE REMOVED FULL BATT INSULATION 5/8" DRYWALL TYPICAL BASE TRIM – CARPET W PAD WITH TACK STRIP EXI5TINO T.Q. 5LAB EL. 1510" -6" EXISTING CONCRETE SLAB k r f i EI / I I I / I / I / If ,I I I Swu , / " IWO 0 i"O/`E 7 A I Iwo 4 A='B 7 E R E:: 0 lb " I =500 C A5 6 " ::��=7AIL @) �4A57E EBUIL7—IN BHELI= AN1 r:Am`AfA''E""` CA"'INE7 I SCALE: 1 -1/2" 1' -0" 2x NON -GOM SOLID BLOGKINO I/8" MAX. CLEARANCE BETWEEN DOORS, DRAWER5 AND TRIMS ( TYPICAL) 3/4" 50LID WOOD TRIM BOARD SGRIBED TO DRYWALL AT SOFFIT AND 51DE WALLS 3/4" VENEERED PLYWOOD TOP, BACK AND 51DE PANELS v r TEXTURED AND PAINTED DRYWALL BEYOND 3/4" VENEERED PLYWOOD DOOR PANEL WITH EDGE -° BANDING ADJUSTABLE 3/4" VENEERED PLYWOOD SHELF WITH EDGE BANDING 3/4 x 1 1/2"501-10 WOOD NOSING (TYP) MITERED TO VENEERED PLYWOOD GA13I NET TOP — FULL BATT INSULATION MA5TER 5/8" DRYWALL BEDROOM ..... EXISTING EXTERIOR WALL ' CONSTRUCTION ., DRAWER WITH 50LID , ,`- WOOD FRONT, (4) TYPICAL co•a 7• , TYPICAL BASE TRIM EX15TING Og L T.Q. SLAB CARPET W PAD WITH EL. � -6 „ TAGK STRIP EXISTING CONCRETE BLAB 1-_1_ —/� fj� rIl��.tfs.a.dTfal�.y " N -10" ' t (' -10" /✓ 2' -I 718" II/2" 11/2" 11/2" MA5TER BEDROOM F - O -LAN Zo ENTr ..r. Fri SCALE= 1 -1/2" = 1' -0" NORTH 1 1/2" SCALE- 1 -1/2" = 1' -0" EXISTING STEEL COLUMN WITH SPRAY -ON FIREPROOFING EXISTING EXTERIOR WALL CONSTRUCTION FULL BATT INSULATION 5/8" DRYWALL 3 5/8" METAL STUD FRAMING 3/4" VENEERED PLYWOOD I I/2" FIXED SHELF WITH EDGE BANDING 3/4" VENEERED PLYW00D BOTTOM W1TH EDGE BANDING BELOW 3/4" VENEERED PLYWOOD SIDE PANELS WITH Ix 1 1/2" 50LID WOOD N051N6 MITERED TO IT AND SCRIBED TO DRYWALL r � / 1 / I 2'-O" V / NOTES: I . i REFER TO GENERAL CONSTRUCTION NOTES ON 5HEET5 A -4 AND A -5 FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE DETAILS. 2. REFER TO MATERIALS AND FINISH NOTES ON SHEETS A -8 AND A -q FOR ADDITIONAL INFORMATION ABOUT MATERIALS NOTED IN THESE DETAILS, 3, HATCHING INDICATES EXISTING CONSTRUCTION TO REMAIN. p."1/�• _ Mfr � - 11 JVA Job # 12915 DESIGN LOADS: 2003 International Building Code GENERAL STRUCTURAL NOTES Occupancy Category 11, Standard Floor Live Load 40 psf CONCRETE AND REINFORCEMENT: Design is based on "Building Code Requirements for Reinforced Concrete" (ACI 318-02). Concrete work shall conformto "Standard Specifications for Structural Concrete" (ACI 301). qfnit-fin-ni i-nni-ri-ft Owil hnia thr fnnnvvina nrnnPrtitl Intended Use C, psi 28day Max W1C Maximum Aggregate Sl ump (inches) E ntrained Air Percent ±1.5% Cement Type Admixtures, Comments structural slab on deck 3,500 _Ratio .45 3 /4 " Stone 4 3% NEXT LONER MWL A( Detailing, fabrication, and placement of reinforcing steel shall be in accordance with the Manual of Standard Practice for Detailing Reinforced Concrete Structures (ACI 315). Welded wire fabric shall conform to ASTM A185. Reinforcing bars shall conform to ASTM A615, Grade 60, except ties or bars shown to be field-bent, which shall be Grade 40. Bars to be welded shall conform to ASTM 706. At splices, lap bars 50 diameters unless noted otherwise. Around openings in walls and slabs, provide 245, extending T-0 beyond edge of opening. Except as noted on the drawings, concrete protection for reinforcement in cast-in-place concrete shall be 3/4" Fibremesh admixture shall be 100% virgin polypropylene, fibrillated fibers as manufactured by Fibremesh Co. per ASTM C -1116 type 111 4. 1.3 and ASTM C-I 116 performance level one, 1.5 lbs per cubic yard of concrete. Pennanent corrugated steel forms for concrete floor slabs shall be manufactured and erected according to the "Specifications and Code of Standard Practice" of the Steel Deck Institute. All concrete work is subject to inspection by a qualified special inspector employed by the owner in accordance with IBC Section 1704.4. STRUCTURALSTEEL: Structural Beams: ASTM A992 Angles, Miscellaneous Steel: ASTM A36 Anchor Bolts: ASTM A307 or A36. Standard Pipe Columns: ASTM A53, Grade B. Tube Columns: ASTM A500, Grade B, 46 ksi Connector Bolts: ASTM A307 All post-installed anchors shall have current National Evaluation Report, and shall be installed in accordance with the manufacturer's requirements. Expansion anchors shall be approved "wedge" type unless specifically noted to be "sleeve" type. Structural steel shall be detailed, fabricated, and erected in accordance with AISC Specifications, 2005, and Code of Standard Practice, 2005. Welding shall be done by a certified welder in accordance ,vith AISC and AWS specifications and recommendations using E70- electrodes. Where not specifically noted, minimum weld shall be 3/16" fillet by length of contact edge. All structural steel is subject to inspection by a qualified special inspector employed by the owner in accordance with IBC Section 1704.3. STEEL DECKING: Deck shall be manufactured and erected according to "Specifications and Code of Standard Practice" of the Steel Deck Institute. Welding patterns, screw patterns, and details shall be indicated on the supplier's shop drawings. SHOP DRAWINGS: Construction Documents are copyrighted and shall not be copied for use as erection plans or shop details. The General Contractor and his subcontractors shall submit in writing any requests to modify the plans or specifications. Fabricator and / or supplier of rebar, structural steel, and steel deck shall submit shop and erection drawings for Architect and Engineer review. Submit one reproducible and one print for each drawing. Allow ten working days for review. STRUCTURAL ERECTION AND BRACING REQUIREMENTS The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The Contractor, in the proper sequence, shall provide proper shoring and bracing as may be required to achieve the final completed structure. Unless otherwise specifically indicated, the drawings do not describe methods of construction. The Contractor, in the proper sequence, shall perform or supervise all work necessary to achieve the final completed structure, and to protect the structure, workmen, and others during construction. Such work shall include, but not be limited to, bracing, shoring for construction equipment, shoring for excavation, formwork, scaffolding, safety devices and programs of al I kinds, support and bracing for cranes and other erection equipment. Temporary bracing shall remain in place until all floors, walls, roofs and any other supporting elements are in place. These construction documents contain typical and representative details to assist the Contractor. Details sholmi apply at all similar conditions unless otherwise indicated. Although due diligence has been applied to make the drawings as complete as possible, not every detail is illustrated, nor is every exceptional condition addressed. All proprietary connections shall be installed in accordance with the manufacturers' recommendations. All work shall be accomplished in a workmanlike manner and in accordance with the applicable code and local ordinances. The General Contractor is responsible for coordination of all work, including layout and dimension verification, materials coordination, shop drawing review, and the work of subcontractors. Any discrepancies or omissions discovered in the course of the work shall be immediately reported to the Architect for resolution. Continuation of work without notification of discrepancies relieves the Architect and Engineer from all consequences. The Architect and Engineer bear no responsibility for the above items, and observation visits to the site do not in any way include inspection of them. FIELD VERIFICATION OF EXISTING CONDITIONS: Contractor shall thoroughly inspect and survey existing structure to verify conditions that affect the work shown on the drawings. Contractor shall report any variations or discrepancies to the Architect before proceeding. LETTERS OF CONSTRUCTION COMPLIANCE: The General Contractor shall determine from the local building official at the time the building permit is obtained whether any letters of construction compliance will be requested from the Structural Engineer. The Contractor shall notify the Engineer about all such requirements in writing before the start of construction. Two-day advance notice shall be given when requesting site visits necessary as the basis for the compliance letter. 6 SHEAR T48 7YP,- STAGGER TA8S WERE CONNECTION OCCURS ON OPPOSITE SIDES OF w0s NEW OR EX /STING WF� BEAM SEE PLAN _J_ A325-N BOLTS IN HORY SHORT SLOTTED 110ZES 2 90LI FOR H& & #70s J BOLTS FOR #72s & 94 - IF Q OF 951ilill J"W NEW WIDE FLANGE (#F) BEAM, SEE PLAN SL48 ON DECK NOT SHOWN FOR CMt?17Y SEE PLAN J V NEW OR EXISTING ffif BEAM (OR #IF COLUMN), SEE PLAN TYPICAL 9LM CNN I J 1.0 SEC TIAMON 4 "=1 * '-0 COL UMN CALL OUT CONVENTION ,4 INDICATES COLUMN COAlill' Additional FROM LEVEL BELOW Adjustable 1010,47FS COL STARTING AT Architectural Exposed THIS LEVEL Structural Steel 1%010ATfS COLUMN STOPPING BELOW jEJ THIS LD& SEE FRAMING PLAN AT EL NEXT LONER MWL A( 1010AITS COLUMN STARTING AND GQ Q�� ENDING IN THIS LEVEL O)"'M5111NO ENOR INDIC41 COLUAIN CON0017NO A L 0, W, CR 9EW TO A HIGHER 9MA Shcathi!!g_ IN THIS LEV EL OF FRAMING` AB Anchor Rod ( Holt) ADDL Additional ADJ Adjustable AESS Architectural Exposed Laminated Strand Lumber (generic term) Light Structural Steel ALT I Alternate AMT ANCH Anricc hor. , ABBREVIATIONS KEY ECC Eccentric LP Low Point E-E to End LSL LT LT Laminated Strand Lumber (generic term) Light EF - End Each Face jEJ Joint EL _Expansion Elevation LVL Laminated Veneer Lumber (generic term) ELEC (Electrical) ENOR _Electric Engineer Machine Equal MASY Masonry Equipment MATL Material Equivalent MAX Maximum Mkil ARCH Architect, -ural ES Each Side MB Machine bolt SF Sguare Feet ATR All Thread Rod EST Estimate MECH Mechanical SHT Sheet AVG Average E-W East to West MEZZ Mezzanine SHTG Shcathi!!g_ BC Bottom of Concrete EXC Excavate MFR Manufacture, -cr, -cd Sim Similar BL Brick Ledge EXP Expansion MIN Minimum SLH Short Le Horizonta BLK Block EXT Exterior ML Microllam (Trus-joist brand LVL) - SLV Short 1_e Vcrtjcal BLKG Blocking HORIZ Foundation SOG Slab on Grade BM Beam FF Finished Floor, Far Face MO Masonry Opening SP Spaces BOT Bottom F-F Face to Face MTL Metal SPEC S �ficatio�ns BRG Bearing FIG Xi gae NF Face S S quare BW Bottom of Wall FL Flush NIC ' Near Not In Contract ST Snu Ti ht CB Counterbore FLG Flange NS Near Side STD Standard CF Cubic Foot FLR Floor N-S North to South STIFF Stiffener CG Center of Gravity FO Face of NTS Not to Scale STL S CIP Cast in Place FP Full Penetration OCJ — OSHA Column Joist STRUCT Structure, -al CJ Construction Joint (Control Joint) FS Footing Step, Far Side OD Outside Diameter SUPT Su rt o FTG Footing OF Outside Face SY Y S fuuair:e Yard ! CLG Ceiling GA e augc Gage _Y��p Oil osite Hand SYM Symmetrical Symmctri I _ _ p_ CLR Clear GALV Galvanized OPNG CM Construction Manager (Management) GC General Contractor OPP GEN General OSB CMU Concrete Masonry Unit GL Glue laminated (Gly!am) PAP COL Column VGND Ground PC COM — Common GR Grade PCF COMB Combination GT Girder Truss PEN CONC Concrete GYP BD Gypsum Board PERP CONN Connection HAS Headed Anchor Stud PL CONT Continue (Continuous) HDG Hot Dipped Galvanized P LF COORD Coordinate, -tion HORIZ Horizontal PNL CS Countersink HP High Point PP CTR Center HT Height PS CY Cubic Yard ID Inside Diameter PSF DAB Deformed Anchor Bar IF Inside Face PSI DET Detail INT Interior (Intermediate) PSL DEV Develop JB Joist Bearing Existing DIAG Diagonal JST Joist PT (1) DIM Dimension JT Joint PT (2 DL Dead Load K Kip (1,000 lbs.) PTN DN Down LD Load PWD DP Drilled Pier LGS Light Gage Steel QTY DT Double Tee LL Live Load R DWG Drawing Long Log Horizontal RE DWL I Dowel _I�LH LLV Lon Le Vertica RECT EA I Each LOC Location REM Opposite T& _ Oriented Strand Board TB Powder Actuated Fasenr TC Precast TD Pounds Per Cubic Foot T14 Penetration T14 Property Line TL Pounds per Linear Foot �TPG Panel TRA Panel Point TW Prestressed TYP Pounds per Square Foot ULT Pounds per Square Inch UNC Parallel Strand Lumber (generic term) VER VIF Post Tensioned WA Pressure Treated WP Partition WT and in Field Anchor Wire Fabric Quantity XS Extra Strong Radius XSECT Cross-section Reference (refer to) XXS Double Extra _U 0 �j Incorporated 1319 Spruce Street der, CO 80302 Phone: 303.444.1951 303.444.1957 E-mail: infoOivaiva.comi CIL SYMBOLS KEY m GENERAL SYMBOLS LU COLUMN SYMBOLS LLJ < X Q) CD 0 1 Column or other element below tu CMU (Concrete Masonry Unit) C) < LU Q) Z or = Column > Concrete In 8PX = Base Plate Q EPX = Embed Plate < C) Existing concrete J Q) #DY = Holddown lS) LU --i - < Earth Column continuous through _-A floor framing Interior wood bearing wall Column above this level, see framing plan above for size Wood shear wall Shoring <E> Existing "X" number of king studs below "Y" number of trimmer studs below <N> New <R> To be removed "X" number of built-up 2x studs in column below SWX Shear wall (Size of 2x to match wall framing) Slope Holdown L 77 Step in elevation FRAMING SYMBOLS FOUNDATION SYMBOLS Wood joist or beam supported AX4) A Top of footing elevation L r by metal hanger FA Continuous spread footing mark Wood joist continuous over fXA Isolated spread footing mark intermediate support Drilled pier mark Wood joist bearing on top of support AV/ Pier penetration — — la f VJ Top of beam elevation a r fV Top of concrete wall elevation EMY Top of sub-floor elevation Brick ledge elevation Joist SLAB Top of concrete slab elevation Beam 0 0 Floor drain Header Direction of deck span _U 0 �j Incorporated 1319 Spruce Street der, CO 80302 Phone: 303.444.1951 303.444.1957 E-mail: infoOivaiva.comi CIL m � Z LU LLJ < X Q) CD C X < LL tu C) < LU Q) Z Z > In Q lu tu Z > In Q Z > < C) < J Q) lS) LU --i - < IL _-A l 01/07/0e4 PERMIT 5ET Shoot Number JVA Job #12ciI5 cE> 3 ROOF <£,> FRAMES 02'_0 — <Lr> WF BEAM <f > COLUMN - WORKPOINT 12 12[ SEE ARCH, 4'" MAX 89N & COLUMN 14 <f> WF BEAD <E> COLUMN WF, 6 "A . IF GREATER THAN 6" rl BEAN CONTACT JVA FOR ALT DECK SUPPORT ASSEA18LY R 4 TO BM FLANGE (I L V) S4 7E PLAN `4 AAA (Z BEAM & cE> COLUMN BEYOND SEE PLAN 8 #6 4 6 <'E> 8"STL STUD 1004 AS IN 1 1S4 -- SCAB ON DECK, SEE ZArj3 x4 TO <c L4 x4x4 f 2 -12 S££ IIS4 f£.> COLUMN <E> SL48 ON DECK SEE PLA `* Q I. w' WF BEAM, SEE &4N REMOVE <,r> A STL STUDS TO INSTALL NEW FRAWINO REPLACE STUDS TO ORIGINAL CONFIGURATION <E> L4x4x4 OR POUR STOP, WF. IF POUR STOP CONTACT JVA FOR ALT <N> DECK DECK SUPPORT ASSEMBLY / is V 2 -12 <C> SLAB ON DECK SEE PLAN a �E� WF BEAM, SEE PLAN -- -- JIL a AT SIA! CONDITION DECK OR/ENTAITON IS TURNED 90' CONT L4 DROPPED .3 " SECTION � ' =1 '--0 M` <�f > WF BEAN [SLJ - — SL48 ON DECK, SEE PLAN --, �* SEE PLAN 14x4x'4 CONT WREN, SEE FLAN SECTION 54 ` =1 r --0 Q d> BEAM & tE> COL BEYOND WF SEN,, S£E s WF 8EAM, SEE <E> WF BEAM, SEE PLAN SECTION ` „ = I '--t S4 1 BEAN SEE PLAN __W, SEE PLAN L6WA (LLH,f <E> j 5 "S)L STUDS PIF 4" CONTINUOUS E x 1 fl S CURVED POUR STOP W/2 "MIN BEARING LENGTH L44 4 8EYOW CORE END TO ALIGN HORIZ LEG WITH BEAM FLANGE SECTION �4 =1 : —D TYP 4� 16 SLAB ON DECK, SEE PLAN 2 -12 INDICATES TYPICAL FLOOR SG4B FLOOR SL48 SHALL BE 4 "NORMAL WEIGHT CONCRf E ON 12 x x 22 GAGE COMPOSITE STEEL DECK (1.5 PLV R£1NF0RCED WITH 6A6- #7.4 x W.4 JY•W.F. CENTERED IN SLAB. DECK SHALL 8E CONTINUOUS OVER SUPPORTS. DECK FINISH SHALL BE PHOSPH4TIZE0 TOP AND PAINTED BOTTOM. TOP OF SL48 = 904 UNLESS NOTED ON PLAN UPPER LE1/EL FL OOR PLAN FLAN NORTH o 1' 2' 4` s' * TOP OF NEW & EXISTING STEEL 8EAM ELEVATION = 90'-2 UNLESS N07EO [AX =XJ d> INDICATES EXISTING ELEMENT , * TOP OF FLOOR SLAB ELEVATION = 90'-6 UNLESS NOTED.' 4b - 'Y * RECD VERIFY ALL EXISTING CONDITIONS, OIWENSIONS AND ELEVATIONS PRIOR TO FABRICATING STEEL WEW8£RS, * INDICATES EXISTING WELDED CONNECT /ON * SEE 21 Z FOR WORKPOINT AND ANGLE FOR NEW LANDING EDGE BEAN * L4 DENOTES L44x4, SEE 5 /S4 AND J155 D "' x � 6 s, w Incorporated 1319 Spruce Street Ides, CO 80302 Phone: 303.444.1951 303.444.1957 E -mail; info0jvajva.com _C) t ■PERMIT SET Sheet Number JVI� .Job #12�I1� > n x CD < a X H LLJ < �T z O D ■PERMIT SET Sheet Number JVI� .Job #12�I1� tu O D Q 1 0 — � — � m N II �— tL ■PERMIT SET Sheet Number JVI� .Job #12�I1� <E> 3" ROOF DECK. BEAM HANOER SEE PLAN SEE S ".t — WORI( POINT, Wr SEE PLAN � ' 12 112 <E> WF BEAM, SEE PLAN R 1 4 70 r )v ,f§x5xl ` -1' W/ 4- l� 80L TS 6 10 18M GAGE --° TUBE STEEL HANOM,, SEE PLAN ---- BEAM BRACINO NOT SHOWN FOR CLAMMY, SEE PLAN AND 4 1S5 t 4 FITTED STIFFENER EA SIDE <F> J" ROOF DECK _ "> e 70 rs BM FLANGE f 1f WF BEAW,, SEE PLAN FOR SIZE. OROPPE01 " TO 2" TO CLEAR <E> FIREPROOFINO -- -_._._ m NOTE EXISTINO YECIIANIC44 PLUMBINO, AND ELECTRICAL 011 MENT MAY EXIST IN CEIUNO SPACE 8ENW11 ROOF. EQUIPMENT THAT INTERFERES WITH NEW BEAMS WILL NEED TO BE RE1X4TEO VARIES MS SHEAR TA8 AS IN 1 1S1, TYP SEC RON � �4 „� 1 , - r 2 BOLTS TUBE STEEL 2 " UV IIANOM, SEE PLAN FIN 6 TO HANGER > - BOLTS PER k k RN ,6 ---' WIDE FLANGE BEAM, SEE PLAN - HANOER SL48 ON DECK NOT i � SHOWN FOR CLARITY I SEE PLAN SKEWED W1DE FLANOE BEAM, SEE PLAN CAP R <E> WF VALLEY BM, SEE PLAN SEC RON � ` " =1 A -O VARIES r'"`SEE ARCH EXISTING SLAB NOT SHOWN is * � BEAM Q BEAM SEE PLAN W L2x2 TO 3� t �, TYP I I ---- DECK NOT SHOWN FOR CLARITY L4 SL48 MOE AMOY 2 ^ ® l { TO TRANSVERSE L4 TRANSVERSE 144 EXISTING LANG /NO �s TO L44 BEYOND EDGE 86W VIF L04 TO 3r <E> B SECTION 3 ` '° 1 '--O B PL Y, LMxis BRACES AT NEW BEAM SEE THIRD POINTS, TYP. EXTEND END OF BRACE TO WITHIN 1 " OF BEAM WEB. \\L LOCATE BRACE ENDS AS CLOSE BEAM TOP FLANOES AS PRACTTCAL 4 3' TIGHT TO TOP VARIES UNDERSIDE OF TOP FLANGE - 12 112 'L° 4 Tow WEB, TYP e R7T£O STIFFENER AT BEAM THIRD POINTS ' <E> WF BEAM, SEE PLAN SEC7 =1 -0 ROOF FRAMING PLAN PLAN NORTH 4 I'-0 0 V 2' 4' 8' * TOP OF EXISTING STEEL BEAM ELEVATION = 100'4 UNLESS NOTED [XX' -A]' * <L> INDICATES EXISTING ELEMENT * [,6j DENOTES EXISTINO BENT 8EAM * [SL/ DENOTES SLOPED BEAM * ELEVATION TOP OF EXISTING ROOF DECK AT FLAT ROOF AREAS NOTED Ea * IYPIC41 ROOF SLOPE 1212 UNLESS NOTED * FIELD VER/FYALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO FABRICATING STEEL MEMBERS * L4 INDICATES M.W4 * 12 INDICATES L2y2x o j UNIT Br =DPI( EX 1571 N6 LCAr—R L�=VEL L16H7lN6 ELEC7RICAL FLAN (P 50ALF: 1/ 4" = V -O" PLAN NORTH r LEVEL L16HTIN6 ANZ� ELECTRICAL FLAN 50ALE: 1/4 = 1' -0" PLAN NORTH NOTE ONLY THE EXISTING ELEGTRIGAL IN AREAS THAT MAY BE IMPACTED BY GONSTRUGTION HAVE BEEN DISPLAYED. BLANK COVER PLATE FOR GEILING FAN E LE&E H EXHAU5T LOW VOLTAGE 5TRIP FIXTURE 0 RE GAN 04 DIRECTIONAL RECE55ED CAN CH WALL MOUNTED FIXTURE �* WALL MOUNTED VERTICAL 5TRIP FIXTURE c� FLU5H MOUNTED DECK LIGHT H EXHAU5T FAN EF ® LI6HT/EXHAU5T FAN SINGLE POLE 5WITCH D 51NGLE POLE 5WITCH WITH DIMMER $5D 3 -WAY 5WITGH WITH DIMMER T TIMER 5WITCH $ML MA5TER LIGHTING CONTROL DUPLEX RECEPTACLE FOURPLEX RECEPTACLE 220 RECEPTACLE 0) JUNCTION BOX 7 TELEPHONE OUTLET TELEVI5ION CABLE OUTLET THERM05TAT 0 5P WALL MOUNTED 5PEAKER 05 5MOKE DETECTOR 5 po FIRE 5PRINKLER HEAD ❑FA FIRE ALARM ME MUM MF m m ` Sam nip EXI5TIN6 OUTLETS TO REMAIN POADf=R/ NEW SNITCH FOR ELECTRIC SHADE VERIFY LOCATION WITH ARCHITECT a NEW 5WITGH FOR ELEGTRIG SHADE VERIFY LOCATION WITH ARCHITECT POWER FOR NEW ELECTRIC SHADES AN9 01 "11►t QI 5p COMMON CORRIDOR F — — THE EXISTING ELEGTRIC.AL WIRING AND DEVICES IN THE ENTERTAINMENT CABINET WILL HAVE TO BE MODIFIED FOR THE NEW CABINET TO BE CONSTRUCTED AND NINE 5TORA6E APPLIANCE POWER FOR NEW L IV I NG ROOM ELECTRIC SHADES J 5p ° NEW TV JAGK5 AND OUTLET FOR TELEVISION TO BE ( LOCATED ABOVE THE J EXI5TIN6 FIREPLACE UNIT 8 -52 �-- =LmEC7�.I CAL ANA lom I 6H7 1 N6 N07E5 I. ALL WORK WILL BE COMPLETED IN ACCORDANCE WITH THE 2005 "NATIONAL ELECTRICAL CODE" AND ALL TOWN OF VAIL BUILDING DEPARTMENT REGGIREMENT5. 2. REFER TO SHEETS A -0 FOR BUILDING CODE NOTES AND A -4 4 A -5 FOR GENERAL CONSTRUCTION NOTES. 3. KITH THE EXCEPTION OF EXI5TIN6 ELECTRICAL AND LIGHTING NOTED TO REMAIN OR BE RELOCATED, N I . R �, ALL L16HT5 AND DEVICES 5HOWN ARE NEW. WE 4. WHEREVER POSSIBLE, REUSE EXI5TIN6 ELECTRICAL DEVICES INCLUDING 5WITGHE5, OUTLETS, PHONE e,4'Z H JACKS AND TRIM PLATES. 5. NEW ELECTRICAL DEVICES, L16HT 5NITGHE5 AND TRIM PLATES ARE TO MATCH THE EXI5TIN6 FOR G2UALITY, STYLE AND COLOR. - 6. NEW LIGHT FIXTURES ARE TO MATCH THE EXISTING FOR G2UALITY, STYLE AND FINISH. 6Ul=5T GUE5T �• ALL EXISTING ELECTRICAL WIRING 15 TO BE REROUTED AND OR EXTENDED TO PROVIDE OUTLETS, AND VANITY 0 LIGHT FIXTURE5 IN THE LOCATIONS SHOWN. ALL EFFORTS SHOULD BE TAKEN TO AVOID THE NEED FOR O 05r= VISIBLE JUNCTION BOXES. PRIOR TO THE START OF THE ELECTRICAL WORK, THE CONTRACTOR WILL ARRAN6E A MEETIN6 WITH THE ELECTRICAL CONTRACTOR ARCHITECT AND HIMSELF TO DISOU55 ANY ISSUES. 5. THE CIRCUITS IN THE EXISTING PANEL ARE TO BE REWORKED TO MAKE ROOM FOR A NEW 5UB PANEL CIRCUIT BREAKER. REFER TO PANEL DESCRIPTION PREPARED BY aec AND ON A SEPARATE SHEET NOT INCLUDED IN THESE DRAWIN65. NEW 5WITCH FOR a. PROVIDE A NEW 5UB PANEL LOCATED IN THE PROPOSED FAMILY ROOM ON THE UPPER LEVEL PER ELECTRIC SHADE 5UB -PANEL DESCRIPTION PREPARED BY aec AND ON A SEPARATE SHEET NOT INCLUDED IN THESE VERIFY LOCATION DRAWIN65. ;KITH ARCHITECT 10. COORDINATE POWER REGUIREMENT5 FOR MECHANICAL 5Y5TEM5 TO BE ADDED - GUPS I 11. PROVIDE A DE516N BUILD MODIFICATION TO THE EXI5TIN6 FIRE ALARM 5Y5TEM. BEDROOM I 12. AFTER COMPLETION OF INSTALLATION OF ELECTRICAL DEVICE AND L16HT FIXTURE ROUGH -IN BOXES AND PRIOR TO INSTALLATION OF WIRING, THE CONTRACTOR WILL REVIEW BOX LOCATIONS WITH THE { ARCHITECT. PROVIDE ADEQUATE NOTICE TO ALLOW THE ARCHITECT TO CONTACT THE OWNER TO POWER FOR NEW DETERMINE IF HE WOULD LIKE TO ATTEND THE REVIEN MEETIN6. ELEGTRIG SHADES 13. PROVIDE A TYPED INDEX FIXED TO THE IN51DE OF THE EXI5TIN6 PANEL AND NEW SUB--PANEL DOORS INDIGATIN6 WHAT 15 ON EACH CIRCUIT. 14. AT THE CONTRACTORS OPTION, THE EXI5TIN6 L16HT FIXTURES DE516NATED TO BE RELOCATED J CAN BE REPLACED WITH ONES THAT MATCH. i 15. ALL NEW RECESSED CAN L16HT FIXTURES SHOULD BE IG RATED FOR INSTALLATION IN INSULATED CEILIN65. I I o x i i I 13 1 W 16 17 19 EITR`**�o LwE\/F=Lm 1.16HTIN6 ANI;� ELECTRICAL 1""""o"LAN 1 �:J:) SCALE: 1/4" = 1' -0" PLAN NORTH NOTE. ONLY NEW ELEGTRI GAL WORK HAS BEEN D I5PLAYED AND EXISTIN& ELEGTRIGAL IN AREAS OF NEW GON5TRUGTION, WHIGH MAY BE IMPAGTED. LE6F 9 DUPLEX RECEPTACLE 51N&LE POLE 5WITGH Q JUNCTION BOX TELEVISION GABLE OUTLET _ -n SATELLITE JACK q 5p SPEAKER 13 ATH-2 D / 11 II d � II „ DINING ROOM AMITY -2 1 T � HALL EXISTING ELECTRICAL PANEL TO BE REWORKED OL (SEE NOTE NO. 8) NEW SNITCH FOR ELECTRIC SHADE VERIFY LOCATION WITH ARCHITECT a NEW 5WITGH FOR ELEGTRIG SHADE VERIFY LOCATION WITH ARCHITECT POWER FOR NEW ELECTRIC SHADES AN9 01 "11►t QI 5p COMMON CORRIDOR F — — THE EXISTING ELEGTRIC.AL WIRING AND DEVICES IN THE ENTERTAINMENT CABINET WILL HAVE TO BE MODIFIED FOR THE NEW CABINET TO BE CONSTRUCTED AND NINE 5TORA6E APPLIANCE POWER FOR NEW L IV I NG ROOM ELECTRIC SHADES J 5p ° NEW TV JAGK5 AND OUTLET FOR TELEVISION TO BE ( LOCATED ABOVE THE J EXI5TIN6 FIREPLACE UNIT 8 -52 �-- =LmEC7�.I CAL ANA lom I 6H7 1 N6 N07E5 I. ALL WORK WILL BE COMPLETED IN ACCORDANCE WITH THE 2005 "NATIONAL ELECTRICAL CODE" AND ALL TOWN OF VAIL BUILDING DEPARTMENT REGGIREMENT5. 2. REFER TO SHEETS A -0 FOR BUILDING CODE NOTES AND A -4 4 A -5 FOR GENERAL CONSTRUCTION NOTES. 3. KITH THE EXCEPTION OF EXI5TIN6 ELECTRICAL AND LIGHTING NOTED TO REMAIN OR BE RELOCATED, N I . R �, ALL L16HT5 AND DEVICES 5HOWN ARE NEW. WE 4. WHEREVER POSSIBLE, REUSE EXI5TIN6 ELECTRICAL DEVICES INCLUDING 5WITGHE5, OUTLETS, PHONE e,4'Z H JACKS AND TRIM PLATES. 5. NEW ELECTRICAL DEVICES, L16HT 5NITGHE5 AND TRIM PLATES ARE TO MATCH THE EXI5TIN6 FOR G2UALITY, STYLE AND COLOR. - 6. NEW LIGHT FIXTURES ARE TO MATCH THE EXISTING FOR G2UALITY, STYLE AND FINISH. 6Ul=5T GUE5T �• ALL EXISTING ELECTRICAL WIRING 15 TO BE REROUTED AND OR EXTENDED TO PROVIDE OUTLETS, AND VANITY 0 LIGHT FIXTURE5 IN THE LOCATIONS SHOWN. ALL EFFORTS SHOULD BE TAKEN TO AVOID THE NEED FOR O 05r= VISIBLE JUNCTION BOXES. PRIOR TO THE START OF THE ELECTRICAL WORK, THE CONTRACTOR WILL ARRAN6E A MEETIN6 WITH THE ELECTRICAL CONTRACTOR ARCHITECT AND HIMSELF TO DISOU55 ANY ISSUES. 5. THE CIRCUITS IN THE EXISTING PANEL ARE TO BE REWORKED TO MAKE ROOM FOR A NEW 5UB PANEL CIRCUIT BREAKER. REFER TO PANEL DESCRIPTION PREPARED BY aec AND ON A SEPARATE SHEET NOT INCLUDED IN THESE DRAWIN65. NEW 5WITCH FOR a. PROVIDE A NEW 5UB PANEL LOCATED IN THE PROPOSED FAMILY ROOM ON THE UPPER LEVEL PER ELECTRIC SHADE 5UB -PANEL DESCRIPTION PREPARED BY aec AND ON A SEPARATE SHEET NOT INCLUDED IN THESE VERIFY LOCATION DRAWIN65. ;KITH ARCHITECT 10. COORDINATE POWER REGUIREMENT5 FOR MECHANICAL 5Y5TEM5 TO BE ADDED - GUPS I 11. PROVIDE A DE516N BUILD MODIFICATION TO THE EXI5TIN6 FIRE ALARM 5Y5TEM. BEDROOM I 12. AFTER COMPLETION OF INSTALLATION OF ELECTRICAL DEVICE AND L16HT FIXTURE ROUGH -IN BOXES AND PRIOR TO INSTALLATION OF WIRING, THE CONTRACTOR WILL REVIEW BOX LOCATIONS WITH THE { ARCHITECT. PROVIDE ADEQUATE NOTICE TO ALLOW THE ARCHITECT TO CONTACT THE OWNER TO POWER FOR NEW DETERMINE IF HE WOULD LIKE TO ATTEND THE REVIEN MEETIN6. ELEGTRIG SHADES 13. PROVIDE A TYPED INDEX FIXED TO THE IN51DE OF THE EXI5TIN6 PANEL AND NEW SUB--PANEL DOORS INDIGATIN6 WHAT 15 ON EACH CIRCUIT. 14. AT THE CONTRACTORS OPTION, THE EXI5TIN6 L16HT FIXTURES DE516NATED TO BE RELOCATED J CAN BE REPLACED WITH ONES THAT MATCH. i 15. ALL NEW RECESSED CAN L16HT FIXTURES SHOULD BE IG RATED FOR INSTALLATION IN INSULATED CEILIN65. I I o x i i I 13 1 W 16 17 19 EITR`**�o LwE\/F=Lm 1.16HTIN6 ANI;� ELECTRICAL 1""""o"LAN 1 �:J:) SCALE: 1/4" = 1' -0" PLAN NORTH NOTE. ONLY NEW ELEGTRI GAL WORK HAS BEEN D I5PLAYED AND EXISTIN& ELEGTRIGAL IN AREAS OF NEW GON5TRUGTION, WHIGH MAY BE IMPAGTED. LE6F 9 DUPLEX RECEPTACLE 51N&LE POLE 5WITGH Q JUNCTION BOX TELEVISION GABLE OUTLET SATELLITE JACK q 5p SPEAKER a ±i�IM� i�' :jj1� __ (� - \✓ lu d 1 T � O OL ±i�IM� i�' :jj1� __ (� - EXI5TIN6 ELEGTRIGAL THE EXISTINGG ELEGTRIGAL, (° AND L16HTIN6 IN THE L16HTIN6, LIGHT 5WITGHE5 _ I {- }QU�j��G��'INC� EXI5TIN6 BATH AND AND STEAM GENERATOR C� LUNCH RO O M TOILET 15 TO REMAIN THE EXISTING VANITY ARE A 15 TO BE RELOCATED HOU5EKEEPING BELOW TOILET COUNTER EXISTING EX15TING G a5ET 1 BATH UNIT A -62 PROF. I I DECK _ -- -- r -- `` E . G 1 . AE Al F D r RELOCATED EXI5TIN6 1 Q K AE (1) LIGHT FIXTURE I I NEW SMOKE 5WITGHE5 AND OUTLET DETECTOR EXI5TIN7 spy 05 X15TING EF VANITY Q f I I ( TOILET ZZ aaSEr L FAMILY ROOM I I NEW ELECTRICAL I I 5UB -PANEL (SEE NOTE I f F GL&ON SHEET E -2) I l t 5 " -1' _ LOIN HEADROOM STORA&C C-1 / 1 CC f4f4 � I I 1 a . i i 16 Amoft 4000% uf LWEVELM 1.16H71NI6 AN"Lwow�' r=LwEC7*m"o%10A1ww foloolowAN sp• 4 RELOCATED (5) EXISTING LIGHT FIXTURES AND `\ RE5WITGHED AS 5HOWN \ VERIFY WITH ARCHITECT \I SCALE: 1/4" = I "-O" PLAN NORTH koll NEW 5WITGH FOR ELEGTRIG SHADE VERIFY LOCATION WITH ARCHITECT EXISTING ELECTRICAL TO REMAIN AS IS AND LIGHT FIXTURES TO BE RELOGATE.9 RELOCATED (2) EXISTING LIGHT FIXTURES AND OUTLET EXISTING ELECTRICAL AND LIGHTING TO REMAIN AS 15 I � I I l I l I POWER FOR NEW } ELECTRIC 5HADE5 } I l ( I f i I I } t I € L KI is EXISTING WALL5 TO REMAIN EXI5TING WALL5 TO BE REMOVED ..® PROPOSED WAL 0 JV444 0AE EXI5TIN6 RECESSED CAN TO BE RELOCATED $ 51NOLE POLE 5WITGH D 51N6LE POLE 5WITGH WITH DIMMER -> �BE EXISTING DIRECTIONAL REGE55ED CAN TO BE RELOCATED c$3D 5 -WAY 5WITGH WITH DIMMER QGE RELOCATED EXISTING WALL MOUNTED $T TIMER 5WITCH VERTICAL STRIP FIXTURE ( DUPLEX RECEPTACLE EXI5TIN6 WALL MOUNTED FIXTURE TO REMAIN (}CFI GROUND FAULT PROTECTED DUPLEX RECEPTACLE OE NEW REGE55ED GAN TO MATCH EXISTING AE FIXTURE t DUPLEX RECEPTACLE WITH 112 5WITCHED NEW "HALO" HT HOUSING FOURPLEX RECEPTACLE O WITH NO. - 71 PLASTIC DROP OPAL TRIM (WHITE) AND 60W ♦ TELEPHONE OUTLET Ala LAMP TELEVISION CABLE OUTLET G WALL MOUNTED VERTICAL STRIP FIXTURE TO MATCH EX15TIN6 GE FIXTURE SATELLITE JACK NEW 5URFAGE MOUNTED FLUORESCENT FIXTURE (D THERM05TAT G "METALUX" NO. 7415 OR EG2UAL VERIFY LOCATION WITH THE ARCHITECT 05 (1) NEN SMOKE DETECTORS (AT (ATT H1 EVEL ONLY) E----- -c; -- -� NEW LOW VOLTAGE TRACK AND FIXTURES BY R EXISTING AND NEW EXHAUST FAN " HALO" IN WHITE FINISH. PROVIDE THE FOLLOWING: NEW FAN IN THE NEW BATH ONLY 1. (1) WAND (1) 4' TRACK, PROVIDE THE APPROPRIATE TRACK FOR THE FIXTURES LISTED C3 FA FIRE ALARM BELOW WITH ALL THE REG2UIRED ACGE55ORIE5 ■ DOORBELL BUTTON FOR A COMPLETE INSTALLATION. 2. (6) NO. 1-2761 LOW VOLTAGE FIXTURES WITH MRI6 (9) JUNGTION BOX LAMPS. yp* EXI5TIN6 FIRE SPRINKLER HEADS 5. NO. Lill REMOVABLE CLEAR SOFT FOCUS LENS FOR EACH FIXTURE. AG ABOVE COUNTER 4. NO. L2001 TRANSFORMER. NEW WALL MOUNTED 24" FLUORESCENT FIXTURE 0 NEW DIRECTIONAL REGE55ED CAN K TO MATCH EX15TIN6 I FAN COIL UNIT SCHEDULE UNIT - MANUFACTURER & STRAIGHT STAINLESS STEEL MOUNTING TOTAL OA OPER. ESP TAG HEATING COIL DATA COOLING COIL DATA ELECTRICAL OPER. TYPE JS _�_' TOTAL AIR SIDE H-1 WATER SIDE TOTAL AIR SIDE WATER SIDE TAG MODEL NC). SERVICE LOCATION CFM CFM (IN) HP DATA WT. REMARKS MBH EDB('F)7LDB('F) APD EWF('F) LWT( GPM I PD (FT) I MEDIA % MBH EDB ( EWB ( ( ( APD EWT (7jim (Tj GPM JPD (M MEDIA 17 26 ALUMINUM CONSTRUCTION. SEE DRAWNGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. - I I ACTUAL INLET SIZE) 57 I 0.3 15 INTERLOCK WITH MANUAL ON/OFF SWITCH. ARCH PROVIDE LINED PLENUM BOX FOR MOUNTING. I V/ PH / Hz (LBS) I MOUNTED FC-1 MAGIC AIRS FAMILY CEILING 600 60 0.78 0.5 1/2 14.9 75.0 97.7 1 0.25 140.0 122.6 1.8 1.0 1PROPYLENE1 1 30 9.7 75.0 58.0 1 60.3 1 1 52.1 10.37 45.0 56.1 1.9 2.4 1 1 1 PROPYLENE 1 1 0 115)60/1 COORDINATE HANGERS WITH STRUCTURAL ENGINEER.- I HBB06 W1 06-HBH-4 I 1 .1 MOTOR OPERATED DAMPER (MOD) FLEXIBLE PIPE CONNECTION 1 r 1 --CaM- 11 I 1 POINT OF NEW CONNECTION [_"I 1 1 1 ' I PROVIDE SPRING TYPE VIBRATION ISOLATORS. AIR DEVICE SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & STRAIGHT STAINLESS STEEL MOUNTING CAPACITY FRAME OPER. AM TAG MODEL NO. USE LOCATION STYLE TYPE FINISH SOUND REMARKS REMARKS H-1 NEPTRONIC FAMILY CEILING 4.5 1.4 LVL (NC) A HART COOLEY HVD SUPPLY CEILING DOUBLE DEFLECTION 3 COORD. 25 ALUMINUM CONSTRUCTION. SEE DRAWINGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. - 1 REQUIRED TO ABSORB THE WA_rr 4508= 688 ' 1& DRAM PAN W/ FLUID DETECTION SENSOR. (IN) STEAM PROPERLY. DOUBLE CHECK VALVE PROVIDE FLUID DETECTION SENSOR WARCH PROVIDE OPPOSED BLADE DAMPER. B HART COOLEY RH45 EXHAUST CEILING I I LOUVERED FACE 3 COORD. I 26 ALUMINUM CONSTRUCTION. SEE DRAWNGS FOR LOCATIONS, SIZES, AND SPECIFIED CFMS. - I I ACTUAL INLET SIZE) 57 I 0.3 15 INTERLOCK WITH MANUAL ON/OFF SWITCH. ARCH PROVIDE LINED PLENUM BOX FOR MOUNTING. I HUMIDIFIER SCHEDULE OR EQUIVALENT UNIT MANUFACTURER & STRAIGHT STAINLESS STEEL MANUFACTURE CAPACITY ELECTRICAL DATA OPER. r^ vi KW VIPH/Hz TAG MODEL NO. SERVICE LOCATION /H (LBSR) - W T. (LBS} REMARKS H-1 NEPTRONIC FAMILY CEILING 4.5 1.4 120/60/1 35 POVIDE INTEGRATED AJRFLOWPROVING SWITCH &HIGH LINT, PRVON CWHUMIDITY SENSOR, FAN SWITCH, KIT "R" -SMS- CASASKR .1 MODEL NO: UTILIZED A MINIMUM OF 4' IS SNOWMELT RETURN 1 REQUIRED TO ABSORB THE WA_rr 4508= 688 ' 1& DRAM PAN W/ FLUID DETECTION SENSOR. FLEXIBLE CANVAS CONNIECITOR, Jr r ° FAN COIL VIBRATION ISOLATING-7 RAWER NEOPRENE BUSHING AI)XILLARY DRAIN PAN K/ FLUID DETECTION 5EN50R INTERLOCKED N/ 5ECURITY5Y5TEM UNI-STRUT SUPPORT RAIL INTERNAL DRAIN PAN, C.ON9EN5ATr= DRAIN * P- -TRAP. OUTLET I" LONER THAN INLET INTERGRATED AIRFLOW PROVING SWITCH & HIGH LIMIT HUMIDITY SENSOR. OFFSET BOTTOM OF DUCT A MIN. 3" WITH SLOPED STAINLESS STEEL AND PROVIDE DRAIN Wt'P` TRAP AND ROUTE-TO NEAREST FD OR W • MANUAL AIR VENT 2-NAY CONTROL VALVE UNION H6 HNR UNION T, HN5 D DRAIN SHUT-OFF VALVE SHUT-OFF vA4VE I I IN NEOPRENE BUSHING -' I P4T TEST PLUGS PIE TEST PLU6.5 FAN COIL UNIT DETAIL NO 50AL.E. EXHAUST PROVIDE A MINIMUM OF 18" OF STEAM ABSORBTION MANIFOLD STRAIGHT STAINLESS STEEL MANUFACTURE ARE NOT NE USED. NOWNSULATED DUCT ON BOTH r^ vi W ELECTRICAL DATA SIDES OF THE INJECTION OA OUTDOOR AIR UNIT R & NOZZLE TO ALLOW THE STEAM LOCATION TYPE TOTAL TO BE ABSORBED INTO THE AIR 4!-O" MAX -/ --- CWR- LEVEL STEAM. IF ONLY A STEAM HOSE LENGTH -SMS- DISTRIBUTER, NOZZLE IS TAG I MODEL NO: UTILIZED A MINIMUM OF 4' IS SNOWMELT RETURN SAD REQUIRED TO ABSORB THE WA_rr 4508= 688 ' STAINLESS STEEL DRAIN PAN (IN) STEAM PROPERLY. DOUBLE CHECK VALVE PROVIDE FLUID DETECTION SENSOR (SONES) MUST BE SUPPLIED ON RG EF-1 INLET (MODEL# BATHROOM CELING DEPENDENT ON 75 1,154 ACTUAL INLET SIZE) 57 • MANUAL AIR VENT 2-NAY CONTROL VALVE UNION H6 HNR UNION T, HN5 D DRAIN SHUT-OFF VALVE SHUT-OFF vA4VE I I IN NEOPRENE BUSHING -' I P4T TEST PLUGS PIE TEST PLU6.5 FAN COIL UNIT DETAIL NO 50AL.E. EXHAUST FAN SCHEDULE %Of 0 4 MANUFACTURE ARE NOT NE USED. r^ vi W ELECTRICAL DATA NOISE OA OUTDOOR AIR UNIT R & SERVICE LOCATION TYPE TOTAL FAN ESP --- CWR- LEVEL - OPER. REMARKS -SMS- I TAG I MODEL NO: -SMR- SNOWMELT RETURN SAD CFM RPM (IN) W V/PH/Hz (SONES) WT. (LBS) RG EF-1 PANASONIC BATHROOM CELING CEILING 75 1,154 0.2 57 120/1160 0.3 15 INTERLOCK WITH MANUAL ON/OFF SWITCH. jFV­08VQ2 PIPE DROP TD I I MOUNTED PIPE TAKEOFF (FROM BOTTOM OF MAIN) THERMOSTAT * * PIPE TAKEOFF (FROM TOP OF MAIN) SENSOR (CALL OUT ON DRAWINGS) PROVIDE BACKDRAFT DAMPER. MEACHANICAL LEGEND NOTE: ALL SBOLS SHOWN ON LEGEND %Of 0 4 Z' ARE NOT NE USED. r^ vi W -HWS- HEATING WATER SUPPLY OA OUTDOOR AIR -HWR- HEATING WATER RETURN RA RETURN AIR ­CM- CHILLED WATER SUPPLY SA SUPPLYAIR --- CWR- CHILLED WATER RETURN EA EXHAUST AIR -SMS- SNOWMELT SUPPLY RAD RETURN AIR DAMPER -SMR- SNOWMELT RETURN SAD SUPPLY AIR DAMPER _ RFS- RADIANT FLOOR SUPPLY SG SUPPLY GRILLE -RFR- RADIANT FLOOR RETURN RG RETURN GRILLE _G- GAS TG TRANSFER GRILLE -MPG- MEDIUM PRESSURE NATURAL GAS SD SUPPLYDIFFUSER ------0 PIPE RISER RD RETURN DIFFUSER O PIPE DROP TD TRANSFER DIFFUSER PIPE TAKEOFF (FROM BOTTOM OF MAIN) THERMOSTAT * * PIPE TAKEOFF (FROM TOP OF MAIN) SENSOR (CALL OUT ON DRAWINGS) PIP END CAP PIPE CONTINUATION 01�a FIRE/SMOKE DAMPER PIPE EXPANSIOROUIDE PIPE UNION oflE4H FIRE DAMPER PIPE ANCHOR MOTOR OPERATED DAMPER (MOD) FLEXIBLE PIPE CONNECTION r MANUAL BALANCING DAMPER --CaM- PIPE EXPANSION JOINT I POINT OF NEW CONNECTION [_"I CHANGE OF ELEVATION PLUG VALVE (D) DROP (R) RISE oil FLEXIBLE DUCT CONNECTION CHECK BALL VALVE TURNING VANES IN W ELBOW BALANCING VALVE DUCT SIZES ARE NET FREE AREA FLOW REGULATOR VALVE 1ST -NOAS DUCT WIDTH. 2ND NO. IS DUCT DEPTH. BUTTERFLY VALVE SECTION THRU ROUND DUCT PRESSURE REDUCING VALVE SECTION THRU SUPPLY AIR DUCT jyQ 2-WAY CONTROL VALVE SECTION THRU RETURN/EXHAUST AIR DUCT 3-WAY CONTROL VALVE ROUND DUCT TURN DOWN 4-WAY CONTROL VALVE SUPPLY DUCT TURN DOWN A DIFFERENTIAL BYPASS VALVE LED RETURNIEXHAUST DUCT TURN DOWN STRAINER CFM_S NECKSFE0 SUPPLY REGISTER/DIFFUSER/LOUVER CtL5 NATURAL GAS PRESSURE REGULATOR - CFM-Rl-\ NECKSIZE\-/ RETURN REGISTERIDIFFUSERIILOUVER AIR VENT CfM�AE � OUTSIDE AIR REGISTERIDIFFUSER/LOUVER N . PRESSURE - TEMP. TAP CFA&E/-\ NECK SIZE EXHAUST REGISTERIDIFFUISERILOUVER PRESSURE GAUGE _+&CFM DOOR UNDERCUT THERMOMETER (A) SECTION CUT LINE (B) SHEET SHOWN ON C/) 4_4 C m W C: C 0 41 C: W Cu 0 3 W %Of 0 4 Z' W Adomob, • r^ vi W 0 . N u z U 0 CIN (o • Co co O UT 0 0 of- _0 > A 0 • co Co 4) 16116-- • • • • C\1 [W • Cf) • M 0'r- a) .0 W C) C: I • ► C:>.r_ M 75 cc) •0 x 0 C13 0 0. R� F. KDRAW FNI i Drawn By: . 1 Checked By: I I SD RPC _Lfxj"N_11x X1 -Vi- 1 4 x%_1 LEGEND, SCHEDULES UNI' law-cagnmal --. - - 77- Ork rMi EXISTING-v DUrT R15ER PRE5ENTLOCATIO IMF OFFSET Ptr- R15ER UNDER FLOOR TO THIS LOCATION. COORDINATE CEILING HEIGHT AND BEAM LOGATION5. PROVIDE 1/2" C*4,FILL t 3/8" CONDENSATE PRAIN TO NEARE-5T DRAIN �OUI PROVIDE AIR (5AP. KEEP V15TAW-,E REGOIREV TO FIRST TAKE OFF. e 6 - DUCT THRU SIDEKALL. PROVIDE BACKDRAFT DAMPER, WALL CAP 4 INTERLOCK W LIGHT SWITCH. EXTEND NEW gV4" HP45tP, AND WOHN54P, TO MAIN LINES ArR055 -sERvicE AREA. VERIFY EXAGT LOCATION IN FIELD. 0 NEW THERM05TAT TO Fg, 4 HUM1121STAT TO ffiL (D 30" x 30" ACCESS PANEL FURNISHED 4 INSTALLED BY THE G.C. 0 UP AGAIN TO EXISTING ROOF EXHAU5T ABOVE. @ PRE-BALANCE AIR BEFORE CEILING 15 UP TO MINIMIZE INTERVENTIONS TO FINISHED CEILING. IWO- SCALE- 1/4 = 1 1 1-0 11 "Alki all vil I I I 2 Ap ^ V Z> 0 z f^ v F- LL 0• • CO) CIO . 0 • 00 t=- r 4- 0 • • > C) • (D v- X Cn ► • u— Q a > • 64 61 •• (1) •6 j0• (D ► -0 Q0 co Cu • I < • 1 0• • ► W C: � J - CX) CD "t X 0 0 R . z 1 - 2 1 LLJ Lu I I Drawn By: Checked By: By: /((/ RPC W&IMI a airy 1/4 M290 2 of 2 UNIT A-62 DECK WINDOW TO BE ADDED WITH SOUTH UNIT TO ALIGN V41TH THE EXISTING BELOW Al*;)DED &RrA = 515A SO. I=T. HOUSEKEEPIN& 1-UNCH ROOM EXISTING VANITY AND COUNTER TO BE RELOCATED m EXISTIN6 MASTER EXISTING GL05ET TO BE MODIFIED :: Z _ �; 7 - EXISTING HALL TO BE REMOVED EXISTIN& MASTER SEPROOM MA5Tf=R\,,, TOILE mom-- EX15TIN& 244C DECK M; ,15 FIN. GL(5. v PROPOSI LOYSI HEADROOM STOPA(5t= ADDED BRIDGE HUNG mi FROM EXISTING ROOF STRUCTURE AND AT TAC HED l HED TO EXISTING FLOOR STRUCTURE V-O" CEILING HEIGHT LINE IN THIS LOCATION 3 i HOU5EKEEFIN6 HATCHING INDICATES EXTENT OF FLOOR STRUCTURE TO BE ADDED (SEE 5TRUGT.) LE6END am