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HomeMy WebLinkAboutB07-0028 PLANSGENERAL NOTES: I. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. S. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE IBC 2003. COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVALS FROM THE ARCHITECT /ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST -IN -PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. 12. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN APPROVAL. 13. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 14. CONTRACTOR TO COMPLY WITH SECTION 1704 SPECIAL INSPECTIONS. PROTECT TEAM: ARCHITECT OF RECORD K.H. WEBB ARCHITECTS P.C. 710 WEST LIONSHEAD CIRCLE, UNIT A VAIL, CO 81657 PH. 970.477.2990 FX° 970.477.2965 karen @khwebb.com CONTACTS: KYLE H. WEBB / KAREN WILMAN PROJECT SUMMARY: Code: INTERNATIONAL BUILDING CODE 2003 Construction Type: Type III -B Automatic Sprinkler System Occupancy Classification: TYPE R- 2 Occupancy Seperations: 1 Hour (Garage/ Residence) 1 Hour (Mesh Chase/ Residence) Project Square Footage: Unit 205 Level 2- 635 sgft Level 3- 635 sgft Unit 206 Level 2- 635 sgft Level 3- 635 sgft Occupant Load: Level 2= 7 occupants Level 3= 7 occupants SYMBOLS: A4'00 A4'1 t Section Cut Reference Detail Reference 1 A3.0 .($1 EL: 0' -0' Elevation Reference Elevation Symbol @_0 @ Detail Cut Reference Large Area Detail Reference 1Q 12/3111999 Revision Cloud Revision Symbol 0 0 Grid Bubble Material Tag ARCHITECTURAL A 101 1/4" = 1' -0" DEMOLITION FLOOR PLANS PROPOSED FLOOR PLANS A I I O 1/4" = I' -0" PROPOSED REFLECTED CEILING PLANS, ELECTRICAL PLAN A 200 1/4" = 1' -0" KITCHEN ELEVATIONS, ENLARGED FLOOR PLAN x** ALL ELEVATIONS. FINISHES, SPECIFICATIONS, DETAILS PER INTERIOR DESIGN ISSUANCE. ELECTRICAL E 1.0 ELECTRICAL ONE -LINE DIAGRAM AND CALCS E 1 .1 ELECTRICAL ONE -LINE DIAGRAM AND CALCS STRUCTURAL S I DETAILS/ NOTES S2 THIRD AND FOURTH FLOOR FRAMING PLANS ISSUE 01.15.06 DOOR SCHEDULE DOOR NO, ROOMNAME I DOOR 1PANELS HINGE TYPE' HARDWARE LEVER LOCK TYPE TYPE' REMARKS TYPE SIZE R0. THICK- NESS MAPL HAND MATT LOWER LEVE 1 Closet -107 DOI 2' -6" x T -0" 2'- 8 "x7' -1° 1-3/4" RHR a NO RATING 2 Coat Closet D02 2'- 0 ' xT -0° 2'- 2 "xT -1° 1314" SOT, OF STRUCT. LHR . , BOT OF DECKTYP PANEL DOOR 3 Laundry DOI T -8' x T -0" 2'- 10"x7' -1' 1-314" TYPE "J" OVER DECK. TYP. PANEL DOOR 4 Guest Bath DOI 2'-4" x T -0° 2'- 6 "xT -1° 1 -314" RE: STRUCT FOR SPECIFIC CONDITIONS 5 Exist bedrm -108 DOt 2' -0' x 7' -0" 2'- 2 "x7' -I" 1.3/4" 6 Closet -108 DOI 2 2' -6" x 7' -0° 6- 2 "0-1' 1.314" 7 Exist bedrrn -110 DOI 2' -6" x T -0" T -TO.1" 1.314" CEILING AS OCCURS 8 Not Used DOI 2' -8' x T -0" T- IONT -1" 1.314" RE: FIN. SCHED. TYP. 9 Not Used D01 2'-6" x T -0" 2'- 8 "x7' -1" 1.3/4' 10 Hall DOI 3'-0" x T -0" 2WxT -1" 1. 314" RH 11 Primary Bath DOI 2' -0" x 7' -V T- 2 "x7' -1" 1.314" ON 1 5/8" MTL, STUD 12 Primary Closet DOI 2-8" x T -V 2'- 10 "X7' -1' 1.3/4" LH 13 103 Closet DOI 2 2' -0" x 7' -0" T -2 "x7'-1" 1.314" 14 Stair 106 DOI 2' -6" x T -0" T- 10"xT -1' 1 -314" RHR 15 WC 104 DOI 2' -6° x 7' -0" 2'- 8"x1' -1" 1.314" INSUL BATTS TYP RH PLAN AT "S" SUFFIX ® TYPE S" SUFFIX CEILING AS OCCURS RE: FIN. SCHED. TYP. FULL— HEIGHT SOUND CEILING AS OCCURS RE: FIN. SCHED. TYP. FULL — HEIGHT SOUND y 5/8' GYP BD OR MTL INSUL BATTS TIP INSUL BATTS TIP PHASEI - LEVEL THREE 20 Powder 001 Z4 "xT -0" 2'-6 "x7' -1" 1 -3141 LHR AT "S" SUFFIX 21 Hall DOI 12' -00 x T -0" Slider 1 -3/4" POINTS VERT. EA STUD. / NO RATING 22 Living Rm 205 001 3'-6" x 7' -0" Slider 1 -3/4' R 0 TYPE SUFFIX. NO RATING 5/8" TYPE 'X' GB / —LEAD LINED GYP. EA SIDE OF SCHED. MTL. EA SID TYP. BASE APPROVED MiO Community Development Department T Building Safety and Inspection Services Section 1651 ,?g�_,_-_Intemationai Building Codefltltemationai Code Validity of permit. The issuance or granting of a perry.::: not be construed to be a permit for, or an approval of, any vicPL, .) ct any of t`:e provisions of this code or of any other ordinance of lha Jurisd'v:_=. Permits presuming to give authority to violate or cancel the provis :cm cf 1; Iis code or other ordinances of the jurisdiction shall not be valid. Tir. issuance of a permitbased on construction documents and other da,a shc'E nct prevent the building official from requiring the correction cf errors in the construction documents and other data. The building c4f ciJ is also authorized to prevent occupancy or use of a structure v:hGrc in of this c de or of any other ordinances of this jurisd; ion. PLANS EXAMINER: DATE: 20 _2 COtt- AS DIMENSIONED ON FLOOR PLAN ' I RE: SCHEDI LEVEL 2 BUILDING FLOOR PLAN w —'' `C V c- O N H v 4 / \ RE.. SCHED. = o J O l— Q i a CG Ili"! s II- HORIZONTAL SHAFT WALL SIMILAR TO SOT, OF STRUCT. . , BOT OF DECKTYP . BOT OF DECK, TYPE "J" OVER DECK. TYP. r RE: STRUCT FOR SPECIFIC CONDITIONS 1 HR ENCLOSED ROOM. CEILING AS OCCURS RE: FIN. SCHED. TYP. 2 LAYERS OF 5/8- TYPE 'X' GYP BD ON 1 5/8" MTL, STUD Qf."St SP/.CE FULL — HEIGHT SOUND 1 1/2" SOUND INSUL BATTS TYP BATT INSUL. PLAN AT "S" SUFFIX ® TYPE S" SUFFIX CEILING AS OCCURS RE: FIN. SCHED. TYP. FULL— HEIGHT SOUND CEILING AS OCCURS RE: FIN. SCHED. TYP. FULL — HEIGHT SOUND y 5/8' GYP BD OR MTL INSUL BATTS TIP INSUL BATTS TIP LEAD LINED GYP, STUD BRACES ® 1/3 AT "S" SUFFIX AT "S" SUFFIX g BD. TO 7' -0° A.F.F. "L" POINTS VERT. EA STUD. R 0 TYPE SUFFIX. 5/8" TYPE 'X' GB / —LEAD LINED GYP. EA SIDE OF SCHED. MTL. EA SID TYP. BASE / SD. TO 7' -0" A.F.F. ® TYPE "L" SUFFIX. 2 LAYERS OF 5/8" TYPE 'X' GB SEALANT 0 SOUND 5/8" TYPE 'X' GB EA SIDE OF SCHED. MTL. AND SMOKE. SEALANT 11 SOUND EA SIDE OF SCHED. MTL. STUDS. TYP. SEALANT ® SOUND STUDS. TYP. SEALANT 0 SOUND AND SMOKE. AND SMOKE. AND SMOKE. i HR AS INDICATED ON REF. CEILING PLAN 2 HR. OR NON RATED AS NOTED �ON REF. CEILING PLAN 2 HR OR NON —RATED ON REF. CEILING PLAN 1 HR OR NON —RATED AS INDICATED ON REF. CEILING PLAN UL FILE # U 465 & 494 ® WALLS; UL 415 0 CEILING UL FILE # U 420 UL FILE # U411 UL FILE # U465, U494 WIDTH DESCRIPTION SUFFIX WIDTH DESCRIPTION SUFFIX, WIDTH DESCRIPTION SUFFIX WIDTH DESCRIPTION SUFFIX S SOUND L LEAD TYPE DI 1 5/8? MET. STUD S SOUND 2 7/8" TYPE Al 1_5%8" MET;: STUD S SOUND 2 7/8" TYPE Al 1 5/8" MET. STUD S SOUND L LEAD 4 7/8" TYPE U3 3 5/8" MET. STUD TYPE D2 2 1/2:" MET. STUD 3 3/4" TYPE A2 2 1%2" MET, STUD 3 3/4" TYPE A2 2 1/2" MET. STUD 7 1/4" TYPE U6 6" MET. STUD TYPE D3 3 5/8" MET. STUD 4 7/8" TYPE A3 3 5 8" MET:.'STUD 4 7/8" TYPE A3 3 5/8" MET. STUD TYPE D6 MET. STUD 7 1/4" TYPE A6 6" MET."STUD 7 1/4" TYPE A6 6" MET. STUD w —'' —� 00 P N r� J O �p O — tT N a N h b: O F-- Q W 3 v 0 W Q Z W S F'^ M T I rw is `C V c- O N H v 4 a� • = o J O l— Q i a —� 00 P N r� J O �p O — tT N a N h b: O F-- Q W 3 v 0 W Q Z W S F'^ M T I rw is PROJECT: DRAWN BY DATE: REVISIONS a�; a,, kaw F a •:. Y 7 COVER SHEET `C O N O N 4 0 LJJ� = o J O l— Q 0 CD CG Ili"! s II- PROJECT: DRAWN BY DATE: REVISIONS a�; a,, kaw F a •:. Y 7 COVER SHEET J� REMOVE FIREPLACE PATCH & REPAIR WALL AS NEEDED REMOVE CEILING AND FLOOR FINISHES, TYP lu RELOCATE CHASE PATCH & REPAIR WALL AS NEEDED I F_ DASHED LINES REMOVE KITCHEN, INDICATE DEMO__ FLOOR, CEILING, { AND PLUMBING t REMOVE STAIR i RELOCATE HANDRAIL, PROTECT AS NECESSARY j i REMOVE CONCRETE WALL FOR OPENING —DN14R ! Rv RU DWG 7 ' T LL11 _77— I li i J J KEEP EXISTING BEAM KEEP EXISTING BEAM WD COVERING k j WD COVERING 3 3 z REMOVE FLOOR ( REMOVE FLOOR z O Fn FINISHES FINISHES O Fn o DASHED LINES] yu a INDICATE DEMO i I~i �E 3 � 4 i _may 4i4 i if REMOVE CEILING. ! v RELOCATE CHASE PATCH & REPAIR ! — FLOOR, VANITY, I PLUMBING FIXTURE I WALLAS NEEDED AND PLUMBING ' I PIPING, TYP ? I r ' ( REMOVE CEILING, FLOOR, VANITY, 1 PLUMBING FIXTURE AND PLUMBING, TYP I LL 41 It - F, REMOVE STAIR 1 ' RELOCATE HANDRAIL, PROTECT AS NECESSARY REMOVE CEILING REMOVE CONCRETE --�"' LT_ AND FLOOR WALL FOR OPENING j I h FINISHES, TYP RE:STRUCT DWG I' —UP14R ' REMOVE CEILING AND FLOOR FINISHES, TYP REMOVE KITCHEN, a 3 Ala 3 REMOVE CONCRETE WALLFOROPENING � �E-'1 rS ! z RE:STRUCT DWG I i i STONE 1 E )O) IBC Q �W tz �IF S RELOCATE CHASE PATCH & REPAIR WALL AS NEEDED I F_ DASHED LINES REMOVE KITCHEN, INDICATE DEMO__ FLOOR, CEILING, { AND PLUMBING t REMOVE STAIR i RELOCATE HANDRAIL, PROTECT AS NECESSARY j i REMOVE CONCRETE WALL FOR OPENING —DN14R ! Rv RU DWG 7 ' T LL11 _77— I li i J J KEEP EXISTING BEAM KEEP EXISTING BEAM WD COVERING k j WD COVERING 3 3 z REMOVE FLOOR ( REMOVE FLOOR z O Fn FINISHES FINISHES O Fn o DASHED LINES] yu a INDICATE DEMO i I~i �E 3 � 4 i _may 4i4 i if REMOVE CEILING. ! v RELOCATE CHASE PATCH & REPAIR ! — FLOOR, VANITY, I PLUMBING FIXTURE I WALLAS NEEDED AND PLUMBING ' I PIPING, TYP ? I r ' ( REMOVE CEILING, FLOOR, VANITY, 1 PLUMBING FIXTURE AND PLUMBING, TYP I LL 41 It - F, REMOVE STAIR 1 ' RELOCATE HANDRAIL, PROTECT AS NECESSARY REMOVE CEILING REMOVE CONCRETE --�"' LT_ AND FLOOR WALL FOR OPENING j I h FINISHES, TYP RE:STRUCT DWG I' —UP14R ' REMOVE CEILING AND FLOOR FINISHES, TYP REMOVE KITCHEN, I i 0 FLOOR, CEILING, DEMO WALL AND PLUMBING I i i STONE 1 E REMOVE CEILING AND FLOOR FINISHES, TYP EXISTING WALL i I— REMOVE FIREPLACE _ PATCH & REPAIR WALL AS NEEDED 3`3 µo1 R 4i O wl I� i 6z � zl w 'awki 1111A a •P• r • . 1/4" = V -0" it — I REMOVE WALL _ I TO RECEIVE POCKET DOOR — - -3 I REMOVE CEILING AND FLOOR FINISHES, TYP i E i P UP14R REMOVE CEILING AND FLOOR FINISHES, TYP REMOVE CEILING, FLOOR, VANITY, PLUMBING FIXTURE AND PLUMBING, TYP TING WALLS a SECOND FLOOR DEMOLITION PLAN 1/4" = 1' -0" Demolition General Notes 1. "VERIFY ALL DIMENSIONS IN FIELD 2. CORRDINATE ALL DEMOLITION PROPOSED PLANS 3. REMOVE ALL DASHED WALLS AND DOORS 4. REMOVE ALL CEILINGS AND FLOORS AS NOTED 5. REMOVE ALL DRYWALL AT EXTERIOR WALL AS NOTED 6. REMOVE /RELOCATE CHASES AS NOTES, NOTIFY ARCHITECT OF ANY DISCREPANCES WITH NEW CHASE LOCATIONS. 7. REMOVE ALL PLUMBING FIXTURES AND PLUMBING, 1wz1 lM1. 1 1. ALL WALLS TO BE 3j" METAL STUD UNLESS OTHERWISE NOTED AS 2}" METAL STUD, W/ J" TYP X GYPSUM BOTH SIDES. 2. ALL DOORS TO BE PLACED 4" FROM INSIDE CORNER OF WALL UNLESS OTHERWISE DIMENSIONED OR NOTED. CENTER ALL CLOSET DOOR ON CLOSET FRONT. 3, ALL VERTICAL CHASES TO 2HR RATED. 4, ALL VERTICAL CHASED TO BE REMOVED SHALL BE FIELD VERIFIED AND NOTIFICATION TO THE ARCHITECT IF RELOCATION OF EXISTING PIPING IS NOT POSSIBLE. S. ALL CHASES TO BE REMOVED- BOTH VERTICAL AND HORIZONTAL All INFILL SHALL BE 2HR RATED. 6. NEW DRYWALL AT EXISTING WALLS 7. NEW PLUMBING AT ALL LOCATIONS 8. COORDINATE ALL EXTERIOR PENETRATIONS W/ EXTERIOR REMODEL. 9. ADD RUNTAL RADIATORS- BASEBOARD STYLE, AS NECESSARY, FOR HEAT. DESIGN -BUILD WALL LEGEND Jr . PROPOSED THIRD FLOOR PLAN 1/4" = 1' -0" iGtTaG -3 1&5- 4' c'+p. ELECTRIC CURTAINS SHADES BLACK OUT HADES � "} — s � 7 —� CTBiRETWI— - ART WORK ABOVE ! — POP•UPTV — CABINET i 1 ( — EXISTING EXISTING BEDROOM BEDROOM B ED IROOM WALL MIRRORED--\ 108 110 lO2 NEW CARPET NEW CARPET T l 05 L��_D ALIGN EXHAUST �. EXISTING fAN /LIGHT C LOSET ED SHOWER 15 y 07 4 J in HEAT MAT w O Xt ISTING D PRIMARY u U = �tEfi M BATH EXHAUT BATH CT CP NEW O I FAN(��Y\ 103 'BATH ^, IR i C O @ in � _ 1 AT 04 , xr 7U8 DECK HT, 3 HEAT MAT > .>n GtAS?s LWLDR a� 33 •ile— ,,.,J ' 10 kO2 O M O O JACU221 TU0 p 1 12 s; ry RENTER Cp T 7='6? � ,� CLOSET ' [*! = z O SKI STORAGE si ' -11Q° 3i^— e HALL 41431i) 2 } ^3�" ,�, 03 LAUNDRY Kt ,. - 107 TO 112 PRIMARY ! ART WALL 5'• Y R NEW ELEC "` RE: STRUCi w iv SPI 14 PANEL CLOSET ( CORD ROUGH o STORAGE yr p i O EXHAUST 105 m ( } OPEN W/ DOOR CUBIES ' UP CP FAN , n 1 3" DEEP — r•s^ ENTRY ART NICHE OPEN ,N, HALL s" a's R Cu 3 SHELVES (5) E L 10 14R UP W/D [F,D. fff f 4 I 6 X •., BENCH 21( T P R —EXIST ED BE F ERIOR EMODEL REMOVED• FINISH EDGE A INFILL WALL PER UNIT OF WALL EXTERIOR REMODEL 205 z 1/4" = 1' -0" EXISTING WALL 0 —^ DEMO WALL NEW WALL / STONE Jr . PROPOSED THIRD FLOOR PLAN 1/4" = 1' -0" iGtTaG -3 1&5- 4' c'+p. ELECTRIC CURTAINS SHADES BLACK OUT HADES � "} — s � 7 —� CTBiRETWI— - ART WORK ABOVE ! — POP•UPTV — CABINET i 1 ( — EXISTING EXISTING BEDROOM BEDROOM B ED IROOM WALL MIRRORED--\ 108 110 lO2 NEW CARPET NEW CARPET T l 05 L��_D ALIGN EXHAUST �. EXISTING fAN /LIGHT C LOSET ED SHOWER 15 y 07 4 J in HEAT MAT w O Xt ISTING D PRIMARY u U = �tEfi M BATH EXHAUT BATH CT CP NEW O I FAN(��Y\ 103 'BATH ^, IR i C O @ in � _ 1 AT 04 , xr 7U8 DECK HT, 3 HEAT MAT > .>n GtAS?s LWLDR a� 33 •ile— ,,.,J ' 10 kO2 O M O O JACU221 TU0 p 1 12 s; ry RENTER Cp T 7='6? � ,� CLOSET ' [*! = z O SKI STORAGE si ' -11Q° 3i^— e HALL 41431i) 2 } ^3�" ,�, 03 LAUNDRY Kt ,. - 107 TO 112 PRIMARY ! ART WALL 5'• Y R NEW ELEC "` RE: STRUCi w iv SPI 14 PANEL CLOSET ( CORD ROUGH o STORAGE yr p i O EXHAUST 105 m ( } OPEN W/ DOOR CUBIES ' UP CP FAN , n 1 3" DEEP — r•s^ ENTRY ART NICHE OPEN ,N, HALL s" a's R Cu 3 SHELVES (5) E L 10 14R UP W/D [F,D. fff f 4 I 6 X •., BENCH 21( T P R —EXIST ED BE F ERIOR EMODEL REMOVED• FINISH EDGE A INFILL WALL PER UNIT OF WALL EXTERIOR REMODEL 205 z 1/4" = 1' -0" �O 1.l1 �p OO C4 N O p„ n . cY J O O� •0 0 N N H 0 cc of W 0 O W Q Z C W 2 0 M tJ1 a W V W v Q • c N H O�n v ay O N 4— Vtf O �O 1.l1 �p OO C4 N O p„ n . cY J O O� •0 0 N N H 0 cc of W 0 O W Q Z C W 2 0 M tJ1 a W V W c N O�n O N Vtf 0 L , ,S W Q a Q° cc o Q 0 LLJ s i Q W P R 0 j E C T : 2532 DRAWN BY: kaw DATE: 0I.IS.07 REVISIONS: w A101 ( � l SECOND FLOOR ELECTRICAL PLAN 1/4" = 114" SYMBOLS OA RECESSED CAN LIGHT: COMBO. DATA/TELEPHONE OUTLET ADJUSTABLE DOWNLIGHT 0-* RECESSED CAN LIGHT: ADJ ADJUSTABLE WOR SLOPED SPOT TRIM -w'E SURFACE MOUNTED LIGHT FIXTURE +C DECORATIVE LIGHT FIXTURE © RECESSED LENSED SHOWER LIGHT VARIABLE PAR -20 MULTIPLE RECESSED ADJUSTABLE TIMER SPOT LIGHT BY EUROFASE, TBD 0 24" HALOGEN UNDER CABINET LIGHT FFo 24" FLORESCENT STRIP LIGHT HOMEWORKS CIRCUIT DESIGNATION FFo 36" FLORESCENT STRIP LIGHT INFLOOR DATA AND DUPLEX - - ONE HOUR FIRE SEPARATION O TWO HOUR FIRE SEPARATION N WALL MOUNTED TELEPHONE OUTLET JIQ COMBO. DATA/TELEPHONE OUTLET 2 RG6 COAXIAL L SWITCH 3 3 -WAY SWITCH $4 MULTIPLE SWITCH $D DIMMER $V VARIABLE $T TIMER $ SWITCH IN JAMB fK-E HOMEWORKS KEY PAD ®1 HOMEWORKS CIRCUIT DESIGNATION N® BATHROOM EXHAUST FAN ELECTRICAL SYMBOLS ffljff��' • 1/4" = 1' -0" SECOND FLOOR REFLECTED CEILING 1/4" = V.0" pwqml 1-_J �v Q. N h+ . c J O Q � o O — a ccN cn N W M1 ~ t� � c 'S 0 0 i7 rQ- a C> o_ M V1 O, SMOKE DETECTOR- EXIST PER EXT REMODEL DUPLEX OUTLET +18" U.O.N. QUAD OUTLET L GROUND FAULT DUPLEX OUTLET, +42" U.O.N. Z DUPLEX OUTLET, HALF SWITCHED WI +18" U.O.N. O DUPLEX FLOOR OUTLET O DUPLEX FLOOR OUTLET, HALF SWITCHED �® INFLOOR DATA AND QUAD POWER OUTLET N® INFLOOR DATA AND DUPLEX %00011 c POWER OUTLET O THERMOSTAT O NEW JUNCTION BOX NEW NATURAL GAS LINE ffljff��' • 1/4" = 1' -0" SECOND FLOOR REFLECTED CEILING 1/4" = V.0" pwqml 1-_J �v Q. N h+ . c J O Q � o O — a ccN cn N W M1 ~ t� � c 'S 0 0 i7 rQ- a C> o_ M V1 O, W v Q L h Z `0 WI v� o N O V1 u O N 0 W L Z `0 WI o N O V1 u O N %00011 c Oct c vim = W W (_ = —' = o0 Q Z C7 D W O —' W ... GC � tie _- m PROJECT: 2532 DRAWN BY: kaw D A T E : 01.15.07 REVISIONS: RCP ELECTRICAL A110 38 778 48 281 3 2 3 8 771 8 4 K PANTRY ,PANTRY 1 I 85- 1 Qn1 sznl - -- 4 16' 3 395 -76 8 3 34 402- KITCHEN ELEVATION 1 /2" = 1' -0" 43 821 852 884 UNDER SINK ONE DRAWER/ DRAWER/ BASKETS DISHWASHER 0 0 00 DISHWASHER \ Y Z �p 437 TRAYS c N O CUTLERY ® TOP v ■ o 48 281 3 2 3 8 771 8 4 K PANTRY ,PANTRY 1 I 85- 1 Qn1 sznl - -- 4 16' 3 395 -76 8 3 34 402- KITCHEN ELEVATION 1 /2" = 1' -0" 43 821 852 884 47 8 C 402- KITCHEN ELEVATION 2�-24--� 38 38 294 398 378 3 7- 4 81 838 884 852 828 g2 212 1 2 T 302 302 1 132 I 24 3�22� -14 3 16 ' 53- -16� 3{ - 14� -22� 2 4 9 2 4 E ISLAND F ISLAND 168 R� 884 154 ti 4 1/2 KITCHEN ELEVATION u 412 5 18 75 8 402- KITCHEN. ELEVATION 1/2" = 1' -0" 18 A 978 824 ISLAND 1 /2" = 1' -0" --I SUB ZERO (MIELE COFFEE & 700TC PLATE WARMER 7 OPEN SHELVES 442 SUB ZERO 700TCI 4/ K 494 u162 7 27t-162 ' r_z -- -_ _l..- - -- i ��I I SHARPE MICROWAVE DRAWER BTD i W /ROS CUTLERY 0 TOP I I I I I I i LAZY SUSAN `- GLASS W/ BRACKETS CO SPICES _rr H ISLAND _ 1/2" = 1' -0" LOCK -OFF CABINET LOCK -OFF CABINET OPEN/ COOK BOOKS I SUB ZERO? ".115W ii 218 UNDER SINK ONE DRAWER/ DRAWER/ BASKETS DISHWASHER 0 0 00 DISHWASHER \ Y Z �p 437 TRAYS c N O CUTLERY ® TOP v o WARMING DRAWER 102 ® MIDDLE Q cc Lu W (� 24 GLASS W/ 1 L =—j BRACKETS I 2 ? 47 8 C 402- KITCHEN ELEVATION 2�-24--� 38 38 294 398 378 3 7- 4 81 838 884 852 828 g2 212 1 2 T 302 302 1 132 I 24 3�22� -14 3 16 ' 53- -16� 3{ - 14� -22� 2 4 9 2 4 E ISLAND F ISLAND 168 R� 884 154 ti 4 1/2 KITCHEN ELEVATION u 412 5 18 75 8 402- KITCHEN. ELEVATION 1/2" = 1' -0" 18 A 978 824 ISLAND 1 /2" = 1' -0" --I SUB ZERO (MIELE COFFEE & 700TC PLATE WARMER 7 OPEN SHELVES 442 SUB ZERO 700TCI 4/ K 494 u162 7 27t-162 ' r_z -- -_ _l..- - -- i ��I I SHARPE MICROWAVE DRAWER BTD i W /ROS CUTLERY 0 TOP I I I I I I i LAZY SUSAN `- GLASS W/ BRACKETS CO SPICES _rr H ISLAND _ 1/2" = 1' -0" LOCK -OFF CABINET LOCK -OFF CABINET OPEN/ COOK BOOKS I SUB ZERO? ".115W ii 218 L= rr------- -_.Y -_ i s i E I I i 16 402- KITCHEN FLOOR PLAN 1/2" = 1' -o" 1 I i i I I F I I i i I I I ti .. ._ �. --� -J GARBAGE UNDER SINK ONE DRAWER/ DRAWER/ BASKETS DISHWASHER 0 0 00 DISHWASHER \ Y L= rr------- -_.Y -_ i s i E I I i 16 402- KITCHEN FLOOR PLAN 1/2" = 1' -o" 1 I i i I I F I I i i I I I ti .. ._ �. --� -J GARBAGE UNDER SINK Z �p 437 TRAYS c N O CUTLERY ® TOP v o WARMING DRAWER 102 ® MIDDLE Q cc Lu W (� 24 GLASS W/ 1 BRACKETS I 2 r� v -c 0 KYLE H. �a N r _J O Q r• �O O O. N O� N W r Fes- t• H C H W d O W Q _ 0 M Lfl W Z �p W c N O v1 v o oQ Q cc Lu W (� W s � ? Z LAJ V' rVr W a W LAJ CC = '— m PROJECT: DRAWN BY DATE: REVISIONS: KITCHEN ELEVS & ENLARGED FLOOR PLAN I:E'IIII] 2532 kaw 01.15.07 DESIGN CRITERIA: Baker Remodel #0611 -15 Floor Live Load -------------------------- - - - - -- 40 psf Floor Dead Load -------------------------- - - - - -- 62 psf Seismic Design Category --------------------- - - - - -- EXEMPT (IBC 1614.1.1) IBC Edition ----------------------------- - - - - -- 2003 STRUCTURAL STEEL: a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. c. All bolts used in steel framing shall conform to ASTM Specification A325. Bolt sizes shall be 3/4" diameter unless noted otherwise. d. Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum number of bolts called for in Table II —A of the AISC Manual (ASD Ninth Edition). e. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson ", or approved equivalent with the following minimum embedments: 1/2" diameter — — — — 2 1/2" 5/8" diameter — — — — 3" 3/4" diameter — — — — 4" f. Epoxy anchors called for on the drawings shall be "Hilti" or "Epcon" or "Rowl" or "Simpson" or approved equivalent anchor systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. g. All welding shall be done by on AWS qualified welder. h. Delay painting within 3" of field welds until welds are completed. i. All grout beneath column base plates and steel beams at bearing sholl be non — shrink, non— metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. STONE /BRICK VENEER o. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with a wire tie to the structural backing for every 2 square feet of veneer. b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of wall thickness, long leg vertical, to bear 4" minimum each end: Openings to 4' -0" -------------- - - - - -- 3 1/2" x 3 1/2" x 1/4" Openings 4' -1" to 6' -0" — — — — — — — — — — — — — 4" x 3 1/2" x 1/4" Openings 6' -1" to 8' -0" — — — — — — — — — — — — — 5" x 3 1/2" x 1/4" Openings 8' -1" to 10' -0" ----- - - - - -- 6" x 3 1/2" x 5/16" (Multiple angles shall be oriented back —to —back) LSL LAMINATED STRAND RIM MATERIAL ARCH. c. Stone or brick veneer shall be supported on dry —stack CMU units to the foundation, or provide steel angle support per details on the drawings. MECHANICAL BLDG. BUILDING GENERAL REQUIREMENTS: a. Structural erection and bracing: 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 shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. d. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC /IRC. e. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. f. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. g. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. ABBREVIATION LIST A. B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL A.F.G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT ANCH. ANCHOR LVL LAMINATED VENEER LUMBER APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL ARCH. ARCHITECT MAX. MAXIMUM BD. BOARD MECH. MECHANICAL BLDG. BUILDING MAT'L MATERIAL BLKG. BLOCKING MANUF. MANUFACTURER BM. BEAM MIN. MINIMUM BOT. BOTTOM (N) NEW B.O.W. BOTTOM OF WALL NOM. NOMINAL BRG. BEARING N.W. NORMAL WEIGHT CANT. CANTILEVER 0. C. ON CENTER C. J. CONTROL JOINT OPNG. OPENING CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD CEM. CEMENT Ill PLATE CLG. CEILING PLYWD. PLYWOOD CL CENTERLINE PKT. POCKET CLR. CLEARANCE R.O. ROUGH OPENING COL. COLUMN RAID. RADIUS CONC. CONCRETE REF. REFERENCE CONN. CONNECTION REINF. REINFORCE /REINFORCEMENT CONT. CONTINUOUS REQ'D REQUIRED CONST. CONSTRUCTION RET. RETAINING C.P. CRIPPLE POST REV. REVISION C. W. CRIPPLE WALL R. S. ROUGH SAWN DBL. DOUBLE SCHED. SCHEDULE DET. DETAIL SECT. SECTION DIAG. DIAGONAL SHT. SHEET DWL. DOWEL SIM. SIMILAR DWG. DRAWING S.I.P. STRUCTURAL INSULATED PANEL EA. EACH SPEC. SPECIFICATION E.J. EXPANSION JOINT SQ. SQUARE ELEV. ELEVATION STD. STANDARD ENG. ENGINEER STL. STEEL EQUIP. EQUIPMENT STRUCT. STRUCTURAL EQUIV. EQUIVALENT T TRIMMER EXSTG. EXISTING T &B TOP & BOTTOM (E) EXISTING T &G TONGUE & GROOVE EXP. EXPANSION T. 0. TOP OF EXT. EXTERIOR T.O.C. TOP OF CONCRETE F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING FDTN. FOUNDATION T.O.L. TOP OF LEDGE FLR. FLOOR T.O.M. TOP OF MASONRY FRMG. FRAMING T.O.W. TOP OF WALL FTG. FOOTING THRU THROUGH GA. GAUGE TRANSV. TRANSVERSE GALV. GALVANIZED TRTD. TREATED GEN. GENERAL TS TUBE STEEL COLUMN G.L. GLUE —LAM TYP. TYPICAL GYP. GYPSUM /GYPCRETE U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD HSS HOLLOW STEEL SECTION W. F. WIDE FLANGE HT. HEIGHT W.P. WATERPROOF INT. INTERIOR W.W.F. WELDED WIRE FABRIC INV. INVERTED WD. WOOD K KING STUD W/ WITH JST. JOIST W/0 WITHOUT L6x3 1/2x3/8x0' -6" LLV W/ —, (2)-3/4"0 THRU —BOLTS IN BM. & (2) -5/8 "6 THREADED RODS EPDXY ANCHORED INTO 3/4 "x6" HOLES IN PRECAST WALL PANEL (CENTER ANCHORS IN WALL) I I I I (E) PRECAST WALL PANEL I 99' -10 Tr 0. CONC. I BM. PER PLAN CAP IL': --'- 1/2"xBM. WIDTHxO' -10 W/ (4) -1/2 "6 THRU —BOLTS VERIFY (E) PRECAST WAI PANEL 91-2 Z - W6x25 (W6x9 @ SIM.) SCALE: 3/4" = 1' -0" VERIFY BRG. CONDITION �(E) PRECAST DOUBLE TEE ' (E) PRECAST WALL PANEL HSS 4x4x1/4 BASE FL: 1 "x6 "x0' -10 W/ (2) -5/8 "6 THREADED RODS EPDXY ANCHORED INTO 3/4 "0x6" HOLES IN PRECAST WALL PANEL SCALE: 3/4" = 1' -0" EA. SIDE OF HSS, TYP. 2" LTWT. CONCRETE ON .6C26 METAL (2" TOTAL THICKNESS) BY VULCRAFT OR APPROVED EQUIVALENT REINF. W/ WWF 6x6— W2.1xW2.1 L3x3x3/16x4' -0 W/ 1/4 "60 3/4" FTAPCON SCREWS @ 18" O.C. (3 TOTAL) CENTER ANGLE BTWN. HSS BEAMS HSS BEAM PER PLAN I.Q ♦� — —_ N I I L L3x3x3/16x0' -9 @ EA. HSS BM. W/ (2)-5/8"0 THREADED RODS EA. SIDE OF I EPDXY ANCHORED INTO 3/4 "6x4" 3/16" HSS, TYP. I HOLES IN (E) CONC. WALL. o 1 1/2" 6" � 1 1/2" I SCALE: 3/4" = 1' -0" . »t is;f, iAIN, 1 5 9-007 � > 00 Q N Z Q Q)a o oo o It m Co �a a I I O (n F a —0 Z n n ?�Na)0) Z Q w 1 Co W P) r) X (a D I J —Mw Ca 0 J v, V) 'm Z O v N00 0) r, h N M LC) O �corn0) 07 o) U rnl O m r J X O O Q k F� designed by MPS drawn by MTN checked by issued PERMIT 01/15/07 sheet S1 JOB #0611 -05 ------------------------- -------------------------- —�_ --- �—_--�_—_�-_�—___--_________- --------------------------- ' i � 79VICMCONC. ��- �-��'_���___-��-�__-�_-- �-�____-_�__�-- _��__________________________- � ---- � -------- ��---- --- ----�|^---------�--�___ --- �--------------��------M---- ---��|-----�---��__��_____-k____ r---- -�L- �___________ -� �___________ ----_------ r — — — — — — -- - ----------- [l — — — — — — - ._______~__ _____._____ [] _______ . __ U -- H ------- — — —____ ___ -_ `- _______ ------- �_---------------- � _______ � u [l | ' i� | 4ftl____________ _______ �z U L N� � --~ YOAML 0) 00 UJ LLI Co 11 EC C\l CQ designed by MIDS drawn by MTN checked by issued PERMIT 01Z15107 sheet S31 2 JOB #0611-05 2" LTWT. CONCRETE ON .6C26 METAL NO HEADER REQUIRED IF OPENING IS DECK TOTAL THICKNESS) BY LOCATED BTWN. DOUBLE TEE LEGS AS VULCR/\FT OR APPROVED EQUIVALENT SHOWN, FIELD VERIFY. CONTACT ENGINEER IF REINF. W/ WWF 6x6-W2.lxW2.1 DOUBLE TEE LEG BEARS OVER OPENING. NORTH SCALE: 1 /4» = 1,_O» THIRD FLOOR FRAMING PLAN PLAN NOTES: l. INTERIOR EX3TG. PRECAST CONCRETE BEARING WALLS ARE INDICATED ON PL/\N THUS: 2. (F) REFERS T0 EXISTING CONSTRUCTION ( - - -), (N) REFERS T0 NEW \ CONTACT ENGINEER AT TIME OF DEMOLITION �� �����\/ �#|�T|��� L�L.|V���L.�fV��|� |�� VERIFY L~/�|�J||���� CONDITIONS AT PRECAST CONCR/���N���[T[ [�[��|��� WALLS. ETE � L��/�V�|\��� | i ! ___ �����-��— ~�r ��-���~-�=���� ______________ _______ |� Irm ---| -------------�----- -----�� � ___________________ ------------------ ___________ n 99' ~_________�______ —�—��-'---�- —�- --- �— --�--- --~�—�— — ������-'- -�_-- '��) � ____________________ ______�-_____________ _ __________________ — —� ____________________ SI SI _ __________________ ---7— — — — — — — — — — — — — — — — — — — -^nm---------� /�c-� ' -- - - ____,_______________—___ 4'=_______ - — — — — — — — — — ----------�_____ L____—__ | ! | __--________________i ' _ --- ___| T------- l � ! -_--���------_--|�--_--�__�--�-U�—�—�---- ------l�---------|4----------- --------- L ' _ _ _ _ - __________�___ ___________________� � � ------------------------------ � r—^-- — -_____—______��U-_.__�J___~�_____U-_________~_ _______________________ - - - �_-._______._____ --- .___________ ��(�/1|��� 1/z1`` �� 1/--(l° `~� PLAN ^"n `,`,,.".^.� ./ . . ., PLAN NOTES: 1. INTERIOR EXSTC. PRECAST CONCRETE BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: [' J. /E\ REFERS TO EXISTING CONSTRUCTION ( ), (N) REFERS TO NEW ) lKeRaral YOAML 0) 00 UJ LLI Co 11 CQ designed by MIDS drawn by MTN checked by issued PERMIT 01Z15107 sheet S31 2 JOB #0611-05 1 010T ALL STMBOLS REGUIRM .• „e ij RECESSED OR SURFACE DOWNUGHT ABBREVIATIONS &I WALLMOUNTEDUGHTFIXTURE LOWER CASE SWITCH DESIGNATION OC i SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP I—I AC - A80VECOUNTER TRACK UGHTAS NOTED OR SCHEDULED RECESSED FLUOR. LIGHT FIXTURE AFF - ABOVE FINISHED FLOOR Ag [ AFG - ABOVE FINISHED GRADE O SURFACE FLUOR. LIGHT FIXrURE AL -ALUMINUM AA XFMR - CU - COPPER 05 QS 4 FIXTUREDESWUATIONS �V I UPPER CASE- FIXTURETYPE ® ©-1 LOWER CASE SWITCH DESIGNATION OC i SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP I—I FLUORESCENT STRIP FIXTURE F -y-y -I TRACK UGHTAS NOTED OR SCHEDULED 0 WALLWASHER ® POLEMOUNTED FIXTURE [ POST(DOLLARD) FIXTURE ® STEP LIGHT UG - CEILING OR WALL MOUNTED EXIT LIGHT �®p r —+ EMERGENCY BATTERY LIGHTS XFMR - DUPLEX RECEPTACLE Q IT UNLESS NOTED -IT M DOUBLE DUPLEX RECEPTACLE IT UNLESS NOTED OQ FLUSH FLOOR DUPLEX RECEPTACLE 0 SKCVJ_OUTLET AS NOTED 02 DUPLEXRECEPTACLE HALF - SWITCHED Q IT UNLESS NO ® F TELE -POWER POLE A�Q �7F -7F{ MULTI-OUTLET PLUG STRIP 0004 JUNCTION BOX IN FLOOR, CEILING OR IN WALL M V COMPUTER /TF-LEPHONE OUTLET IN FLOOR OR WALL [--Br TELEVISIONOUTLET ® TELEPHONEMKBOARD CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING —►- CIRCUITHOMERUN - -- CONDUIT RUN BELOW FLOOR OR GRADE CONDUIT STUB-UP- CAP B MARK $ LIGHT SWITCH AT 4$• UNLESS NOTED SUBSCRIPTS 2 =2- POLESWITCH 3 =3- WAYSWITCH 4 =4 -WAY SY.il'CN Ks KEY-OPERATED SWITCH TO - THERMAL OVERLOAD SWITCH P =SWITCH WITHPILOTUGHT ® DBIMERSVITCHW /WATTAGE El PUSHBUTTON CONTROL STATION ® PHOTOELECTRIC CELL ® TIMESWITCH THERMOSTATAT60• UNLESS NOTED DIVISION IS EQUIPMENT 05 QS 4 SPEAKER IN CENNG OR WALL �V I VOLUMECONTROLAT SO" UNLESSNOTED ® ©-1 MICROPHONE OUTLET IN FLOOR BOX OUI OC i CALLAN SWITCH ® PROGRAM BELL OR - INTERCOM NF - CLOCK ® AMPLIFIER (4 #310 CU, #4 CU G)2 "C OR (4 #250 MCM AL, #2 AL G)2 -1/2 "C HOUSE DISCONNECT 200A, 120/208V, 3P, 4W (3) LPN- RK -200SP LOCATE AT EXTERIOR WALL NEAR UTILITY TRANSFORMER (4#3/0 CU, #4 CU G)2 "C OR (4 #250 MCM AL, #2 AL G)2 -1/2 "C OEKi. - - DESIGNATION EM - - EMERGENCY EMP • • ENERGY MANAGEMENT PANEL eWC E ELECTRIC WATER COOLER END - - GROUND OR - - GROUND FAULT INTERRUPTER NF - - NOTFUSED NIC - -NOT IN CONTRACT NL • •NIGHTUGHT NTS - - NOTTOSCALE UG - - UNDERGROUND WP - - WEATHERPROOF XFMR - - TRANSFORMER -IT M MOUNTING HEIGHT TO CENTERUNE OF DEVICEAFFOR AFG FIRE ALARM S SYSTEM aFACP F FIRE ALARM CONTROL PANEL ® F FIREALARMANNUNCIATORPANEL 0 F FIRE ALARM PULL STATION I� A ALARM HORN OR SPEAKER BONDING JUMPE ( #3/0 CU G)R "C #6 TO TELEPHONE CONCRETE - ENCASED ELECT INCOMING WATER SERVIC PIPE WATER METER BUILDING STEEL PROVIDE NEW BUILDING GROUNDING AS DETAILED NO SCALE A 270ODS9901R11102 0112003 Switchboard /Panelboard Short- Circuit Current Ratings Interrupting and Series Ratings Table 9: NQOD 240 Vac Series Short - Circuit Current Ratings— Panelboards Maximum System Maximum Integral or Remote Main Circuit Branch Circuit Breakers [ I ] [ I l Voltage [ ] SCCR Breakers and Remote Main Fuses type 1 -Pole 2-Pole 3 -Pole { 1 1 00 (B) AS 15-30 A 15 -30 A 15-30 A 206Yft20 Vac 100 kA 01 00 (8) GF 1 15-30 A 15-60A — QO (B) -VH — 150 35-450A QO (B) -PL 15-30 A 15-60 A 15-30 A Q0-AFI 15-20A — — NOTE: USE QJ TYPE MAIN BREAKERS OR EQUIVALENT IN SERIES WITH QO TYPE BRANCH CIRCUIT BREAKERS OR EQUIVALENT FOR ALL PANELBOARDS FROM METERBANK REPLACE PANEL IF RELOCATING. (3) 3/4 "x10' DRIVEN GROUND ROD (3 #1 CU, #6 CU G)1 -114 "C �3 l` C !e+ 0 L 0 Im W CL 0 N (O 00 O a m� oC'4 00IU06 O -n Qo 4O) E NN (x60 w mLL_ O CO (1f a'dro >, N N N 0 Do (1) (D � � USO z =)rn 5 0 , ai -3= Jor C CC) OJ ~ 0 M O (L �?' a T W 0 O 7 ,W o elm C 0 N� \) v0 �L / r U) Z D AEC PROJECT #: 27767 DATE: ISSUE: 1-25-071 PROGRESS DWG 2 -5A7 1 CONSTRUCTION SET ' 99,500AFC 68`OAFC" I,auuArc % 3[(4#400 MCM CU)3 "Cj I U 125AZP1 1125AZPt 1125A2Pt t 125A2P U 125A2Pv 125A2 V 125A2PV 125A2 125A2P[J 125A2P V 150A2PV 125A2PV 125A2PV 125A2PV 125A2P� 125A2PU 125A2PU 125A2P 1 I SOH AEC 90 950 AFC / OR 4[(4 #500 MCM AL)3 "C] 3[(4#400 MCM CU)3 "C] 73,023 AFC i ELECTRICAL UTILITY OR 3[(4 #500 MCM AL)3 "C] MAIN DISCONNECT 1000A, 1201208V, 3P, 4W TRANSFORMER (3) KRP- C-/008V, TONE -LINE LOCATE AT EXTERIOR — — — — — — — — — — — — — — — — — — DIAGRAM PAD MOUNTED WALL RANSFORMERILITY METERBANK & CAT CS 1000A, 120/208V, 3P, 4W V ��/ PROVIDE NEW PANELS AS 65kAiC SCHEDULED. EXTEND FEEDER _ TO NEW PANEL LOCATION. • O ELECTRICAL ONE -LINE DIAGRAM REQUIREBRANCHHITECTU AS REQUIRED BY ARCHITECTURAL NO SCALE REMODEL PLANS. ] of 2 0 WNW =AAOFIV t DY®AN CMLV M I NOTE: USE QJ TYPE MAIN BREAKERS OR EQUIVALENT IN SERIES WITH QO TYPE BRANCH CIRCUIT BREAKERS OR EQUIVALENT FOR ALL PANELBOARDS FROM METERBANK REPLACE PANEL IF RELOCATING. (3) 3/4 "x10' DRIVEN GROUND ROD (3 #1 CU, #6 CU G)1 -114 "C �3 l` C !e+ 0 L 0 Im W CL 0 N (O 00 O a m� oC'4 00IU06 O -n Qo 4O) E NN (x60 w mLL_ O CO (1f a'dro >, N N N 0 Do (1) (D � � USO z =)rn 5 0 , ai -3= Jor C CC) OJ ~ 0 M O (L �?' a T W 0 O 7 ,W o elm C 0 N� \) v0 �L / r U) Z D AEC PROJECT #: 27767 DATE: ISSUE: 1-25-071 PROGRESS DWG 2 -5A7 1 CONSTRUCTION SET ' 99,500AFC 68`OAFC" I,auuArc % 3[(4#400 MCM CU)3 "Cj I U 125AZP1 1125AZPt 1125A2Pt t 125A2P U 125A2Pv 125A2 V 125A2PV 125A2 125A2P[J 125A2P V 150A2PV 125A2PV 125A2PV 125A2PV 125A2P� 125A2PU 125A2PU 125A2P 1 I SOH AEC 90 950 AFC / OR 4[(4 #500 MCM AL)3 "C] 3[(4#400 MCM CU)3 "C] 73,023 AFC i ELECTRICAL UTILITY OR 3[(4 #500 MCM AL)3 "C] MAIN DISCONNECT 1000A, 1201208V, 3P, 4W TRANSFORMER (3) KRP- C-/008V, TONE -LINE LOCATE AT EXTERIOR — — — — — — — — — — — — — — — — — — DIAGRAM PAD MOUNTED WALL RANSFORMERILITY METERBANK & CAT CS 1000A, 120/208V, 3P, 4W V ��/ PROVIDE NEW PANELS AS 65kAiC SCHEDULED. EXTEND FEEDER _ TO NEW PANEL LOCATION. • O ELECTRICAL ONE -LINE DIAGRAM REQUIREBRANCHHITECTU AS REQUIRED BY ARCHITECTURAL NO SCALE REMODEL PLANS. ] of 2 0 WNW =AAOFIV t DY®AN CMLV M I Available Fault Current Calculation -aultCumntfram, Sordco dim tr,".WHOUSe' C.appehfktal Raceway '' I I Thron, Phaw Feeder ]two (cestance) 1.141(ty Fault Current 99,500 mpams WA I.. ,e7a phase E�� Neutral E N 1- WA x 1000 = tram FLA mans. FLA C Phaw Conductor r3/D E X 1.732 ELL V. it ,P2" I . t A,' 6.240 In.- trams. FLAx100 0 . 20568 Nootral Conductor rwk-,_ 12844 Neutral Conductor F3/0 ,,ftm,,r Z EL -N Vott % I M. 1 Una, to une -7; K:g2974•,ti amperes Point to Point Method M 'duee Pierte 20$1120 Ler0h (diStanex) L = FT.- in H �" "'o'ea Y�_ Vlactor- 1.732 x L x I (ASC) t- 99.500 NxCxEL.*i rcondacarsOerPbs N _j Phase, cwductownstarR C Phaw Conductor r3/0 j- voltualotuea EL-L 208 Volt Neutral conductor constant I C -KAi5;i = Neutral Conductor Fi-jo-73- Multiplier Volta Iotiavai EL -N ­­,- �,120VO% IL I = fb Ii, M= I _-f Una to une M UnoloNW(al M caultCument at Service Equipment 6. x III - Wit cuTent at terminals of main dscanned L - L= pore Inn x M = fault current st teraninals of main dsconnect L. N ::Pero: -aultCumntfram, Sordco dim tr,".WHOUSe' C.appehfktal Raceway '' I I Thron, Phaw Feeder ]two (cestance) L E7:,! 20 Vf 1.732xLxl actor . I.. ,e7a phase E�� Neutral NxCxEL+ scm3ucf«sorquse N Phaseconcluctorconatark C Phaw Conductor r3/D voftuoafolhe ELL V. it ,P2" I . t A,' 6.240 Kle" concticlor coed" 0 . 20568 Nootral Conductor rwk-,_ 12844 Neutral Conductor F3/0 voltluaawflealral EL -N Vott AuWPIW I M. 1 Una, to une -7; M fly 0914 T Uneto Neutral M I-- X M = lent current at terminals of the panel L - L= JIM amperes in& x M M fault current st terminals Of the Panel L- N = amperes Calwistlon does net include motor tenth Wdon FaultCument 99,500 wpores IVA 4 x 1000 = tram. FLA mans. FLA tram. FLAx 100 transformer Z LorQth (distance) 1.732 732 x L x I (ASC) NxCxE" ocendfaclorapagun. Phase, COrKlactor constant Volt Le0ll.ea Neutral conAntorcce,stard Volit Lie to Nadal I" L - IC,,erinia,unRa y " I N C EL-N M= I -7—+f U00:01.40, M Lim to Neutral Mrs; Fw—Z;-3- Canductorr;W" cult CurntntatService Equipment In& x M = latA cumin atto k)atsOf main d$canectL-L- no Ix. x M = 10A current at loffateeils of main CISCOPINct L- N - EN :Mmppoere: caultCurrentfman Sorelce dim to Panel 'METERSANIC' IteonahwolRaceeay -1 Three Phase Feeder, F;wft_ace ­ D_ L ;=', �Mm V factor- 1.732 x L x I (ASC) ln. phao NWM NXCXE" rcaductaa pagase N 3 Phase candxtocw5laq 0 0, Phaw Conductor voft h wi EL -L Veft 6 ,P2" I . t A,' 6.240 Kle" concticlor coed" 0 . 20568 Nootral Conductor rwk-,_ VMunaf.e*,W,W 1,L-N=ff-,bz�Voll, Rulliptler I M= I une to Lim —.f M ure, to Nee" M In& x M =faux oxmni at terminals dlhe panel 4 L= r amperes (no x M w fad current at terminate of the paw L- N I Calwlaffal doesnot Include necOtar , lin,71,19i Lo ON w 0 .j N,A W U) Mr 13. • U) F_ z 7.) AEC PROJECT*. 27767 DATE: I ISSUE: 1-25-071 PROGRESS DWG 2-5-07 1 CONSTRUCTION SET SOH I AEC ELECTRICAL ONE-LINE DIAGRAM & CALCS E1.1 2 of 2 o Cj 7Z5 Lf) C ) Co V) C 00 C: "'T 0 co of� 0 6 a) 0) E G;0)2u- a) r- o CO C-0 a) 27 1L 40 > *0 C-4 N w od cto o a) to OD cc w ox 6 < to C> a a) FWWCO 0 CU Cn. _j wc co fa Ca 0 IL , lin,71,19i Lo ON w 0 .j N,A W U) Mr 13. • U) F_ z 7.) AEC PROJECT*. 27767 DATE: I ISSUE: 1-25-071 PROGRESS DWG 2-5-07 1 CONSTRUCTION SET SOH I AEC ELECTRICAL ONE-LINE DIAGRAM & CALCS E1.1 2 of 2