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THE LODGE AT LIONSHEAD UNIT �05 & 206 VAIL COIORADO a
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DOOR SCHEDULE �
D RAW I N G I N D EX DOOR NO ROOM NAME DOOR PANELS HINGE HARDWARE REMARKS
GENERALNOTES: PROJECT TEAM• TYPE SIZE RO NESS. MATL HAND MAT'L TYPE` TMPER LOCKTYPE
I. DO NOT SCALE DRAWINGS. �
ARCHITECT OF RECORD LOWER LEVE v
2. VERIFY ALL DIMENSIONS,CONDITIONS,AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY ARCHITECTURAL Q
WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES „ _ , „ � Closet-107 D01 2'-6"x 7'•0" 2'-8"x"•1" 1-3/4" • RHR NO RATING � ,
IN THE DOCUMENTS IMMEDIATELY. A I O I I/4 I -0 DEMOLITION FLOOR PLANS 2 CoatCloset D02 2-0 x7-0 2-2 x�-1 1•314 LHR PANEL DOOR
K.H. WEBB ARCHITECTS P.C. ' " ' " ' " ' " "
PROPOSED FLOOR PLANS 3 Laund D01 2'-8"x 7'-0" 2'-10".7'-1" 1-3l4" PANEL DOOR y
3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL 7l0 WEST LIONSHEAD CIRCLE, UNIT A A I I O I/4"= I'-0" PROPOSED REFLECTED CEILING 4 GuestBath D01 2'-4"x7'-0" 2`-6"x'•1" 1•314" • . �
FROM THE ARCHITEGTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. VAI L, CO 8 I 657 PLANS, ELECTRIGAL PLAN 5 Exist bedrm•108 D01 2'-0"x 7'-0" 2'-2"x'-1" 1-3/4N � v
6 Closet-108 D01 2 2'-6"x 7'-0" 5'-2"x1-1" 1-314"
r 4. PLAN DIMENSIONS ARE TO FACE OF STUD,CENTERLINE OF STEEL,TIMBER,STUD COLUMNS,OR PH. 970.477.2990 A ZOO I/4"= I'-0" KITCHEN ELEVATIONS, ENLARGED p � p � � �
FLOORPLAN 7 Existbedrm-110 D01 2-6 x7-0 2-8x�-1 1-314
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 FX. 970.477.2965 *'�*ALL ELEVATIONS.FINISHES,SPECIFICATIONS,DETAILS 8 Not Used D01 2'-8"x 7'-0" 2'-10";7'-1" 1-3/4" • .�
NOTED. karen@khwebb.COt11 PER INTERIOR DESIGN ISSUANCE. 9 Not Used D01 2'-6"x 7'-0" 2'-8"x'-1" 1-3/4" -
�p Hali D01 3'-0"x 7'-0" 2'-6"x'-1" 1-314" RH �
5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT CONTACTS: 11 Primary Bath D01 2'-4"x 7'-0" 2'-2"x'•1" 1-3/4" - � v
ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,TOILETS,TOILET ACCESSORIES, KYLE H. WEBB / KAREN WI LMAN ELECTRICAL 12 PrimaryCloset D01 2'-8"x7'-0" 2'-10";7'-1" 1•3/4" LH �
- CABINETRY,COUNTERTOPS,SHELVES,CLOSET RODS AND FALSE BEAMS. �3 103 Closet D01 2 2'-0"x 7'-0" 3'-2"x'-1" 1-314"
E�.� ELECTRICAL ONE-LINE DIAGRAM AND CALCS 14 Stalr 106 D01 2'-6"x 7'-0" 2'-10";7'-1" 1-314" RHR �
6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES.
E�.� ELECTRICAL ONE-LINE DIAGRAM AND CALCS 15 WC 104 D01 2'-6"x 7'-0" 2'-8"x"-1" 1-314" RH
7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR P ROJ E CT 5 U M M A RY.
WINDOW TYPES.
8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND , PHASE I-LEVEL THREE ,.��'�t� - �
WALL SPACES. VERIFY WITH ARCHITECT WHEN D1VERi'ING FROM DRAWINGS. Cod e. � ��� � y `
'�� STRUCTURAL 20 Powder D01 2'-4"x7'-0" 2'-6"x''•1" 1-314" LHR � �
9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 1S NEEDED BY THE CONTRACTOR FOR 2� Hall D01 12'-0"x 7'-0" Slider 1-314" NO RATING ��� �. �
CONSTRUCTION OF ANY ASPECT OF THE PROJECT,THEY SHALL IMMEDIATELY NOTIFY THE I NTE RNATI O NAL BU I LD I N G CO D E 2 003 S I DETAI LS/ NOTES 22 Living Rm 205 D01 3'-6"x 7'-0" Slider 1-314" NO RATING
' ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN ���� �
THE PROJECT. S2 THIRD AND FOURTH FLOOR ,
Construction Type: FRAMING PLANS � �� " � ,�,
10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES T�/p� I I I-B ��� � �` �/
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 Automatic Sprinkler System
THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND � ---�_ -s°�
REGIONALCODES. Occupancy Classification: �
I I. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN TYPE R� 2 � ��[������ �
APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING,NOTCHING,OR DRILLING OF • _ �' Community Development Department UNIT
ANY GAST-IN-PLACE CONCRETE,STRUCTURAL FRAMING,OR ANY OTHER STRUCTURAL ELEMENTS Occupa ncy Seperations. •� Building Safety and inspection Services V �T
WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. 1 Hou r (Ga ra e/ Residence) �j��F V�' I I O�
1 Hour Mech Chase/ Residence s�Ct'°� � 6�- �
12. SUBSTITUTIONS OF"EQUAL"PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITfEN � � ,2o___b3�_Irstematianal Building Code/lntemation�l�e��'���L!
APPROVAL. Co�e 4�'u!sdit�,/of permiL The issuanceorgranting of a pe�` ��'+
P ro j e ct 5 q u a re Fo ota g e: not be cor,�trued to be a permit Eor,or an approval of,any v;c'_..c:��f "
I 3. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR any ct t���rov�s�ons of this code or of any other ord�nance cf th� �A� °��^ �
AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION SUPPLIES �unsd c',�� Pcrmits presuming to give authority to violate er cwnco!the ,����;o:;�,.�,� �lti�:�,r,',o :f
� . � ..� ;:sa. ,a,,.,a� �� ;.a,,.w �
U n it 2 05 provw,c��cf t;z�s code or other ordinances of the unsd;aio;�..h:.I rct bQ ,
EQUIPMENT, ETC.TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE vatid T;-- ��cu3nce of a ermit based on construct�on documents and > „
I N D U S T R Y. Leve I 2- 635 s qft o t h er�^:a sh^"l nct prevent the building official from requinng tha ,:,- u _� �
Level 3- 635 s ft correct�c�c:errors in the construction documents and ather data The �,?° 2 0�� °Z° ��r z°,'� � �, O
1 4.C O N T R A C T O R T O C O M P L Y W I T H S E C T I O N 1 7 0 4 S P E C I A L I N S P E C T I O N S. a ��� �a �� ^4 N
b u d d i n g c�f��,�l is 2leo authonzed to prevent occupancy or use of a �� � �j �� —� r'���l � O ..
structure v:hc�c i� , �u, of th;s code or of any other ordmances of � �
Unit 206 t�'S;u"S�'�''°� ° p N
Level 2- 635 sqft PLANSEXAMINER: DATE: �`�`°� � U N I T U N I T U N I T U N I T U N I T U N 1 T — �
Level 3- 635 sqft c 2 0 8 2 0 7 206 205 204 203 — � � o
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�c���z-�c�'�t ,.a� o� ��„a W ' � _,
' Occupant Load: ��'���- o� � �
��Tw,.�,k,,•, i').='.� �ar�:�a„,��x;sy m �,`'v'�:,x" '',£�" O `� �
R ����-- � ��M4�� °C - -`
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E�3;6..r'"',4'S'M f.'6�x�.,.,y^4.t�l,�;y� x iyh,`'g'?"),n'`ie�ui. ��
Level 2— 7 occupants �'�-��rzr� Y. � ` Y.- � a �
�,�r�._:..:, , �Ak ���=�;� �,Y:.,:,, ,,,,,��.�„
Leve l 3= 7 occupan ts ��f/y� sP� ,�.�� ��,������;� ��},:����:� ;���;�;�„��a (, . .
f� �n�- C� � H k M,: 4 a"� y�,ytd� �
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W —'
— — — — — — — — W = �
LEVEL 2 BUILDING FLOOR PLAN � ~
� �
SYM BOLS : „�
AS DIMENSIONED RE: SCHED
ON FLOOR PLAN
� 1 I I �a� �� RE: SCHED. �� �
A4.00 A4.1 A U � �� �,�f � '�_'�' ^�f
Section Cut Reference Detail Area Reference
HORIZONTAL SHAFT BOT OF STRUCT BOT OFDECK,TYP BOT OF DECK,
WALL SIMILAR TO DECK TYP RE STRUCT FOR
TYPE 'J" OVER HEAD
SPECIFIC CONDITIONS
� 1 HR ENCLOSED
° A3.0 EL• 0'-0" ROOM
CEILING AS OCCURS P R 0 J E C T : 2532
RE FIN SCHED TYP 2 �A,�RS oF — D R A W N B Y : Icaw
*� , Elevatlon Reference Elevabon Symbol s/s" TYPE 'x' GYP BD
ON 1 5/8" MTL STUD
CHASE SPACE D A T E : 01.15.01�
� 1 FULL—HEIGHT SOUND 1 1/2" SOUND
A4,1A A-2. INSUL BATTS TYP BATT INSUL p� ��,,,,,,
�����` AT "S° SUFFIX � TYPE "S" SUFFIX CEILING AS OCCURS FULL—HEIGHT SOUND CEILING AS OCCURS FULL—HEIGHT SOUND ����
RE FIN SCHED TYP RE FIN SCHEQ TYP R E V I S I O N S : �
� 5/8" GYP BD OR MTL INSUL BATTS TYP INSUL BATTS TYP ��
�'' Detail Cut Reference Large Area Detail Reference � LEAD LINED GYP STUD BRACES � 1/3 AT "S" SUFFIX AT '�S" SUFFIX ��
BD TO 7'-0" A F F POIN7S VERT EA STUD
�`` � � TYPE °L° SUFFIX ' . O
"i"'"'-�,.__� N LEAD LINED GYP
5/8" TYPE �X' GB �
Q BD TO 7�-0° A F F
1Q 1213111999 EA SIDE OF SCHED MTL g� � TYPE "L" SUFFIX 3
STUDS TYP 2 LAYEfS OF 5/8" TYPE 'X' GB �Q�
SEALANT � SOtJND 5/8" T?'E �X' GB EA SIDE OF SCHED MTL
Revision Cloud Revision S mbol AND SMOKE SEALANT � SOUND EA SIDE OF SCHED MTL STUDS TYP �
y STUDS fYP SEALANT � SOUND SEALANT � SOUND
AND SMOKE AND SMOKE AND SMOKE �
1 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 A5 INDICATED ON REF CEILING PLAN
� UL FILE # U 465 & 494 � WALLS, UL 415 � CEILING UL FILE # U 420 UL FIIE # U411 UL FILE # U465, U494 COVER SHEET
WIDTH DE�CRIPTION SUFFIX WIDTH DESCRIPTION SUFFIX WIDTH DESCRIPTION SUFFIX WIDTH DESCRIPTION SUFFIX
" Gr�dBubble MaterialTag S SOUND TYPED1 1 5/8" MET STUD S SO4JND 2 7/8' TYPEA1 1 5/8" MET' STUD S SOUND 2 7/s" TYPEA1 � 5/s" MET. STUD S SOUND
Q. 7 g�� TYPEU3 3 5/a�� ME1, STUD � LEAD 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 L LEAD
1 TYPE D3 3 5/&" MET. STUD 4 7/E" TYPE A3 3 5/8" MET STUD 4 7/8" TYPE A3 3 5/8" MET sTUD
7 1 f 4" �YPEU6 6 ME1, STUD 6" MET. STUD 7 1/�" TYPE A6 6" MET STUD 7 1/4" TYPE A6 6" MET STUD
TYPE D6
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Demolition General Notes Q °
1. **VERIFY ALL DIMENSIONS IN FIELD �
2. CORRDINATE ALL DEMOLITION PROPOSED PLANS .o �
3. REMOVE ALL DASHED WALLS AND DOORS DASHED LINES INDICAE VALE CE � DASHED LINES INDICATE VALENCE N �
� 4. REMOVE ALL CEILINGS AND FLOORS AS NOTED exWesr � �
J 5. REMOVE ALL DRYWALL AT EXTERIOR WALL AS NOTED �, _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ I � �
� 6. REMOVE/RELOCATE CHASES AS NOTES, NOTIFY ARCHITECT OF '� � � . �
ANY DISCREPANCES WITH NEW CHASE LOCATIONS. '^ O � � � VFYSOFFIT ,_ a
7. REMOVE ALL PLUMBING FIXTURES AND PLUMBING. ❑ DINING X/H US�T 3
VFY SOFFIT
DEPTH FOR �
REMOVE FIREPLACE REMOVE FREPIACE PLUE ZOG
- PATCH&REPAIR � Q PATCH&f�PAIR Q — — — — — — — — — — — — 0
WALL AS NEEDED �3 Q 3 WALL AS�EEDED a 3 _ � � _ _ � pc
REMOVECONCRETE � z Z �Z � W
WALL POR OPENING ��^ �� �F-^ NEW 36"T&C DIRECT Q
Y RE STRUCT DWG +� �uS �i � F�
�LL �LL �LL VENT FIREPl110E LIVING I �_� � � BUFFET CA85 Z
O w O O I ry DRY STACK STONE UPPER N/
REMOVE CEILING �� �� REMOVE CEILING f� O in 2O5 17� Z}"3}��7}" 4'-l�" �� Z�.p}° �� 12-��ART WALL 7} �
AND FLOOR �� �� AND FLOOR �W — — — — — — — — — — — — — — — — _
�� �� General Notes _ �A�.� _ _
FINISHES,TYP �_ �_ FINISHES,TYP �� _ _ _ _ _ _ _ _
�a �< �Q 1. ALL WALLS TO BE 38" METAL STUD UNLESS OTHERWISE NOTED RA 8ED HEARTH iz'DOOR7 � � o
SLIDER TOP ART L ZO7
�a W a W a AS 2�" METAL STUD, W/�" TYP X GYPSUM BOTH SIDES. AND BOTTOM ��" 0 �
�� �� °`� 2. ALL DOORS TO BE PLACED 4" FROM INSIDE CORNER OF WALL TRACK ZZ — - - - - — a
UNLESS OTHERWISE DIMENSIONED OR NOTED. CENTER ALL � � — � � — — " — � , � �
PATCH&REPAIRE CLOSET DOOR ON CLOSET FRONT. �• ^' � I �' I
� LCAB NETF CAB NEI'F �..�
WALLAS NEEDED 3. ALL VERTICAL CHASES TO 2HR RATED. �— - - I I � I
4. ALL VERTICAL CHASED TO BE REMOVED SHALL BE FIELD aeovecTa, ,� I �
PANEL FOR � �
VERIFIED AND NOTIFICATION TO THE ARCHITECT IF RELOCATION ❑ ❑ AR7PIECE � � I m I I I
OF EXISTING PIPING IS NOT POSSIBLE. �� PANTRY " I I KITCHEN �,
5, ALL CHASES TO BE REMOVED- BOTH VERTICAL AND HORIZONTAL WET BAR (
— - - - - ALL INFILL SHALL BE 2HR RATED. aarwa�� W/UPPER � I 211 � I I 208 I I �
� �u�ss � •
� 6. NEW DRYWALL AT EXISTING WALLS SHELVES � ( � I �
7. NEW PLUMBING AT ALL LOCATIONS STOMGE
N �? WALL �' I I V1
8, COORDINATE ALL EXTERIOR PENETRATIONS W/ EXTERIOR I � TV AREA EXISTCHASE 0°`" S ELVES .,�
TIGHTEN
REMODEL. 204, WALLS UP — — � I I ��
9, ADD RUNTAL RADIATORS- BASEBOARD STYLE, AS NECESSARY, AROUND PIPES �
DASHED LINES REMOVE KITCHEN, REMOVE KITCHEN, VIF I I I
INDICATE DEMO FLOOR,CEILING, F100R,CEILING, FOR HEAT. DESIGN-BUILD LOW BOOK '"� I �
AND PLUMBING AND PLUMBING
AR WALL CASES I
W/UPPER ART I � `O — � �'
� WALL I � � I � •�
� r
REMOVE STAIR ;� � I I �L►
RELOCATE HANDRAIL, � � 5�.���N I POWER I 1'-3" I
PROTECT AS NECESSARY C RD /STAIR MFR 36"AFF
� 212 �, � V
_ WALL EXIST �
PROVIDE BLKG WALL —
REMOVE CONCRETE TAIR FOR OWNER 20
WALL FOR OPENING 203 PROVIDED � 21 �m �
T �DN14R RE RU DWG BABY GATE �+. ALIGN WALlS DN
� J� /� 5'-0"YORK � PARTIAL HT
\/ SP�RAL � HALL
—�- � STAIR D � �' rii ZO9 '�' BIKG FOR�DE R'S Sz OR
v+ 3 I v+ B TE
� � � � WALL LEG E N D N o � RE-USE EXIST
EL 36"AFF � RT L ART WALL METAL RAILING
� WALL FROM DEMOED � � ��
STAIR � ,� �
� EXISTING WALL ' � ��,
�- � C � DEMO WALL � �/��� �
� NEW WALL 3�'��� NEW EXIT DOOR ��L� � O
PFR FXTFRICIR r •
� STONE / �- i �� �4 i
- THIRD FLOOR DEMOLITION PLAN << i 2 PROPOSED THIRD FLOOR PLAN
, a
4 t� �� '
1/4" = 1'-0" �2 �If� , q� }'`1��-r� 1�4�� = 1'-0" � � � �
I �'� � ��,,
�',a�� �, , ,� ,
f � 1 /'
��G-1t.�C�� ���'t de._
C'�r.*�c�" u S�
W
V
ELECTRIC CURTAINS
W/BLACK OUT
SHADES �
� �AHTRET�P� — — — — — — — — — — — — — — � �
ART WORK �'
ABOVE ~
O �
POP-UP N Q O
CAB IN ET ~
�3 KEEP EXISTING BEAM KEEP EXISTING BEAM �3 �3 REMOVE CEILING REMOVE CEILING �� � — ~
< WD COVERING WD COVERING a a AYD FLOOR a — — - - — Z
3 z REMOVE FLOOR REMOVE FLOOR �+Z 3 Z AND FLOOR fIJISHES,TYP 3 Z in = O
g BEDROOM BEDROOM
� � � fINI5HE5,rrP � EXISTING EXISTING
o Fn FINISHES FINISHES o Fn o Fn o Fn PRIMARY � � . .Qi p�
��� � �� �� ~ WALORED 1OS ZZO
o � �o �o �o BEDROOM Q O
a� a� a� a� 102 � NEW CARPET NEW CARPET �' � �J
_� _� �� _� - - — �— - - - - - - - - - - - - - =► ZO�
DASHED LINES � �- UNIT 20 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ UNIT 204 O
�Z INDICATE DEMO w Z �_ �Z �� 3'-4}" � �"� �
oZ O� o� o� � „ ,� � �� 5 � O ~ �
zf zi z� z� ,¢ '
I 6•6} 3} 9-3} 3�' 3'-6" �' � WQ
EXISTING WALL
O6
� ' ` — — — — — — — = N CLOS T ' — — — — — � O
� — � — W
� OS ^' �
- - � _= W �,
— — _ _ � EXHAUST MAKEUP EXISTING �/ �
� � ALIGN FAN/LIGHT �R o '�+`0 CLOSET (j�
� � � � � � � LL x EQ EQ �
� �? � v SHOWER
� � z
I - -= fiEMOVE WAIL 15 N _ a �' m 07 � �
in HEAT MAT Xt ISTINl7 I �
TO RECEIVE �� '�' � BATH
POCKET DOOR PRI M4RY N 11 �M 111
REMOVE CEILING, RELOCATE CHASE — HEA
FLOOR,VANITY, PATCH&REPAIR f � 'r�°°i
WALL AS NEEDED I E FANA T BA H � CP A H � � �
PLUMBING FIXTURE REMOVE CEILING,
AND PLUMBING � PWOR,VANITY, �'i' LC3 �
I � REMOVE CEILING, R lO9 04 — �
PIPING,TYP L FLOOR,VANITY, AYD PLUMBI GuTYP TUBC ECK HT. m HEAT MAT
I � ' '^ A DMPLUMBI GuTYP GLASS WALL W/DR � � � 13 10 �
� � I REMOVE CEILING, EXISTIN6 WALLS � '�i 12 , N RENTER �O a C OSET `^ � JACUZZI TUB
N I FLOOR,VANITY, O Z� �P 3 �' CLOSET � O
— �� II P L U M B I N G F I X T U R E I R E-U S E a�+ � 02
'�'
4'-0"X 5'-6" ,�x = � . � � SKI STORAGE
AND PLUMBING,TYP JACUZZI TUB p w � �
I� �� m 6,.a„ 3�° "� m ,-11�„ � ° , ,� H A L L 1'- z}„ 3}" Z Q 03 LAUNDRY 5 ORAGE P R 0 J E � T : ZS32
" - - �� � �o� 3�.0, 3,.a„ o;� ��2 D R A W N B Y : k a w
N �° PRINWRY RETSTRUCT W N D A T E : 01.15.07
v�o
r � REMOVE STAIR - - � � 5'- "Y R NEW ELEC CLO>ET '� CORD ROUGH Z cc
PANEL < STORAGE
EXHAUST 1(,rj `� OPEN W/DO OR'� CUBIES
- R E L O C A T E H A N D R A I L, — S P I L 1 4 a o W D
PROTECT AS NECESSARY REMOVE CEILING \\ � �P FAN �
R E M O V E C E I L I N G REMOVE CONCRETE m AND FLOOR g�� 1 3"DEE P UNIT 20 4
� AND fL00R w A L L F O R O P E N I N G � FINISHES,TYP �P R E V I S I O N S :
RE STRUCT DWG in UNIT 207 ��'S° O ENTRY ART NICHE
FINISHES,TYP I HALt 5" 8'S"
� �UP14R I R (5)OPEN i:i , ZO 14R UP
� � I UP14R �
W/D �D SHELVES cj IR
6 N BENCH
zlo PROPOSED
(IST R PER
EXISTDRTOBE EMODEL FLOOR PLANS
CfERI R
REMOVED-
FINISHED�E UNI� INFILLWALLPER UNIT
OF WALL 206 EXTERIOR Z05 DEMOLITION
REMODEL
° � FLOOR PLANS
� �
�
�
SECOND FLOOR DEMOLITION PLAN PROPOSED SECOND FLOOR PLAN
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DESIGN CRITERIA Baker Remodel #0611-15 ��~t~ '°
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Floor Live Load - --- 40 psf A B B R E VI A TI 0 N L I S T £ Je � �
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IBC Edition ----------------------------------- 2003
A B ANCHOR BOLT LAM LAMINATED
A F F ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL � $ � c �
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STRUCTURAL STEEL
A F G ABOVE FINISHED GRADE LONGIT LONGITUDINAL �'�`�r��L�
ADJ ADJUSTABLE LTWT LIGHTWEIGHT
� a Structural steel shall be detailed, fabricated and erected in accordance with the mcst current ANCH ANCHOR LVL LAMINATED VENEER LUMBER
editions of AISC Specifications and Code of Standard Practice APPROX APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL JaN 1 5 2U07
b Structural steel W shapes shall be ASTM A992 Other rolled shapes, including plates and angles ARCH ARCHITECT MAX MAXIMUM
t ` shall be ASTM A36 Round or rectangular HSS shapes shall be ASTM A500 grade B BD BOARD MECH MECHANICAL
c All bolts used in steel framing shall conform to ASTM Specification A325 Bolt sizes shall be BLDG BUILDING MAT'L MATERIAL
3/4" diameter unless noted otherwise BLKG BLOCKING MANUF MANUFACTURER
� d Typical framed beam connections shall consist of pairs of 1/4" angles using the m�ximum BM BEAM MIN MINIMUM L6x3 1/2x3/8x0'-6" LLV W/ W6x25 � w o0
(2)-3/4"� THRU-BOLTS IN BM. W6x9 � SIM � Q `V
number of bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition) BOT BOTTOM (N) NEW � � � �
& 2 5 8"� THREADED RODS
e. Expansion bolts shail be wedge type "Hilti" or "Rawl" or "Simpson", or approved eq�ivalent with B 0 W BOTTOM OF WALL NOM NOMINAL � )- � „ „ N � o°o o �
the following minimum embedments BRG BEARING N W NORMAL WEIGHT EPDXY ANCHORED INTO 3/4 x6 �j � Q o � �
CANT CANTILEVER 0 C ON CENTER HOLES IN PRECAST WALL PAN L Z
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1/2" diameter ---- 2 1/2" C J CONTROL JOINT OPNG OPENING (CENTER ANCHORS IN WALL) � � o o z r� r�
5/8" diameter ---- 3"
3/4" diameter ---- 4" CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD _ " � o r �
f Epoxy anchors called for on the drawings shall be "Hilti" or "Epcon" or "Rawi" or "Simpson" or CEM CEMENT Fj' PLATE _ � � N ~ � �
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approved equivalent anchor systems Minimum embedments, if not specifically indicated on the CLG CEILING PLYWD PLYWOOD Z � � �- � o Q
drawings, shall be according to the manufacturer's specifications � CENTERLINE PKT. POCKET _ � � � � J v�
g A l l w e i din g shall be done b y an AWS qualified welder. CLR. CLEARANCE R.0 ROUGH OPENING � � J
h Delay painting within 3" of field welds until welds are completed COL COLUMN RAD RADIUS ( � � �
i All grout beneath column base plates and steel beams at bearing shall be non-shnnk, CONC CONCRETE REF REFERENCE � � � �
non-metallic type grout Grout shall have a minimum compressive strength of 25C�0 psi CONN CONNECTION REINF REINFORCE/REINFORCEMENT � O � �
CONT CONTINUOUS REQ'D REQUIRED U � °�° ,°�' �
STONE/BRICK VENEER CONST CONSTRUCTION RET RETAINING � � � CO °' �
C P CRIPPLE POST REV REVISION 5 � X o � �
a Anchored stone or brick veneer and its attachments shall conform to IBC Section 405 6 with a C W CRIPPLE WALL R S ROUGH SAWN (E) PRECAST WALL PANEL �� �
wire tie to the structural backing for every 2 square feet of veneer DBL DOUBLE SCHED SCHEDULE � � � � � �
b Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of DET DETAIL SECT SECTION � m o x
, wa l l t hic kness, long leg ver tica l, to bear 4" m mi m u m e a c h e n d DIAG DIAGONAL S H T S H E E T 3 SCALE. 3/4" = 1'-0" � � � ���
� Openings to 4'-0" -------------------- 3 1/2" x 3 1/2" x 1/4" DWL DOWEL SIM SIMILAR S1
Openings 4'-1" to 6'-0" ------------- 4" x 3 1/2" x 1/4" DWG DRAWING S I P STRUCTURAL INSULATED PANEL
Openings 6'-1" to 8'-0" ------------- 5" x 3 1/2" x 1/4" EA EACH SPEC SPECIFICATION
0 enin s 8'-1" to 10'-0" ----------- 6" x 3 1 2" x 5 16" E J EXPANSION JOINT SQ SQUARE �
P 9 � � ELEV. ELEVATION STD STANDARD
(Multiple angles shall be oriented back-to-back) ENG ENGINEER STL STEEL VERIFY BRG CONDITION
c Stone or brick veneer shall be supported on dry-stack CMU units to the foundation, or provide EQUIP EQUIPMENT STRUCT STRUCTURAL ' I I� �
steel angle support per details on the drawings EQUIV. EQUIVALENT T TRIMMER 99�-�� - — — — — — — — I — — — — — — - �
EXSTG EXISTING T&B TOP & BOTTOM T 0 CONC _ — _ -.- — ` — — -I I- — — — — — — � - � �
GENERAL REQUIREMENTS (E) EXISTING T&G TONGUE & GROOVE � r �
EXP EXPANSION T 0 TOP OF I I �
a Structural erection and bracing The structural drawings illustrate the completed structure with EXT EXTERIOR T 0 C TOP OF CONCRETE � �
all elements in their final positions, properly supported and braced The contractor, in the proper F D FLOOR DRAIN T 0 F TOP OF FOOTING � 1 ^°�
� sequence, shall provide shoring and bracing as may be required during construction to achieve the FDTN FOUNDATION T 0 L TOP OF LEDGE �l d
final com leted structure Contact structural engineer for consultation (not in con ract) as FLR FLOOR T 0 M TOP OF MASONRY BM PER PLAN �(E) PRECAST DOUBLE TEE �
P �
required. FRMG FRAMING T 0 W TOP OF WALL
� b. Existing structures Contractor shall be responsible for verifying dimensions, elevatons, framing, FTG FOOTING THRU THROUGH CAP �j' �
foundation and anything else that may affect the work shown on the drawings Underpinning, GA GAUGE TRANSV TRANSVERSE 1/2"xBM WIDTHxO'-10 W/ � � (E) PRECAST WALL PANEL �
shoring and bracing of existing structures shall be the responsibility of the contractor GALV GALVANIZED TRTD TREATED (4)-1/2"� THRU-BOLTS � �
c Dimensions Check all dimensions against architectural drawings prior to constructon Do not GEN GENERAL TS TUBE STEEL COLUMN ( � � �
scale drawings G L GLUE-LAM TYP TYPICAL M-1
d Construction practices• General contractor is responsible for means, methods, techniques, GYP GYPSUM/GYPCRETE U N 0. UNLESS NOTED OTHERWISE �
sequences and procedures for construction of this pro�ect Notify structural engineer of omissions HDR HEADER VERT VERTICAL �
' or conflicts between the working drawings and existing conditions. Coordinate requirements for
mechanical/electncal/plumbing penetrations through structural elements with struct�ral engineer HORIZ HORIZONTAL V I F VERIFY IN FIELD � �
Jobsite safety is the sole responsibility of the contractor All methods used for construction shall HSS HOLLOW STEEL SECTION W F. WIDE FLANGE � � HSS 4x4x1/4 �
' be in accordance with the latest editions of the IBC/IRC HT HEIGHT W P WATERPROOF VERIFY (E) PRECAST WALL � � �
e Details not specifically shown on the drawings shall be constructed in a manner sinilar to the INT INTERIOR W W F WELDED WIRE FABRIC � BASE � ^
details that are shown for like conditions. These items shall be brought to the attention of the PANEL
INV INVERTED WD WOOD � 1"x6"x0'-10 W/ (2)-5/8"�b e�
structural engineer as soon as possible for approval Approval shall be obtained p ior to K KING STUD W/ WITH � THREADED RODS EPDXY ANCHORED �
installation JST JOIST W/0 WITHOUT I i INTO 3/4"�x6" HOLES IN PRECAST � � � l
f. It is the responsibdity of the contractor to contact the structural engineer at the ❑ppropriate � WALL PANEL ���
� time to perform site observation visits Observation visits to the �obsite by the ergineer are for 91'-2 _ _ _ _ _ T _ - - - - - � �j
determination of general conformance with the construction documents and shall n�t be construed T 0 CONC - - - - - - - r^
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as inspection a _ —�a — — _ �� � — — — — a— — _ l�1 ^
� g Though every effort is made to provide a complete and clear set of construction cocuments, �
- r wm s antici ates coo �ration and � � � ~ I
discrepancies or omissions may occur Release of these d a g p p �i
continued communication between the contractor, architect and engineer to provide the best � � � �4
possible structure These drawmgs have been prepared for the use of a qualified :ontractor O �
experienced in the construction techniques and systems depicted _ — — — — — — — I I — — — — — — — _ ~"'�
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ELECTRICAL LEGEND � _ °''
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Q RECESSED OR SURFACE DOWNLIGHT ABBREVIATIONS C �N N � U
a WALL MOUNTED L1GHT FIXTURE •L w''��''�
AC -ABOVECOUNTEFt A• .0 O� (�
� RECESSEDFLUOR UGHTFIXTURE � -ABOVEFINISHEDFLOOR A� �a d;O �
AFG -ABOVEFINISHEDGRADE Y�
- Ae SURFACEFLUOR LIGHTfURURE A� -ALUMItlUM 2700D69901R11102 SwitchboardlPanelboard Short-Circuit Current Ratings C ��N� U
FIXTUREDESIGNATIONS DESIG -DESIG�innoN 01l2003 Interruptme and Series R�tmgs �� ���� �
UPPER CASE-FUCTURETYPE EM -EMERCENCY
LOWER CASE-SIMTCH DESIGNATION EMP -ENERCY MANAGEMENT PANEL C C � ��
� SHADINGONFURUREINDICATESEMERG.BATTERYBACKUP E� -���CWA�C��� N Table 9: NQOb 240 Vac Series Short-Circuit Current Ratings—Panelboards � � U=O
GND -GROUPD
GFI -GROU�D FAULT INTERRUPTER e� �Q h
�--� FIUORESCENTSTRIPFIXTURE NF -NOTFISED Branch Circuit Breakers 2 •V W ��
�-y�-� TRACKLIGHTASNOTEDORSCHEDULED NIC -NOTINCANTRACT BONDING JUMPER Maximum System Maximum Integrai or Remote Mam C�rcwt � �� � L „� �
� 0 WALLWASHER NL -NIGHTJGHT G Voltage[�] SCCR Breakers and Remote Mam Fuses Type 1-Pole 2-Pole 3-Pole +�+ ��0 �
NTS -NOT TO SCALE u
Q+❑ POLE-MOUNTEDFIXTURE UG -UNDERiROUND (#3/0 CU G)R C QO( A 1J- U •�W� �
� P0.ST(BOLLARD)FIXTURE
�nR -TR�n SN oRM�F ��O(B)AS 15-30 A 15-30 A 15-30 A � .�C J� �-
� STEP L1GHT +�g- -MOUMNG HEIGHT TO CENTERLINE (O(B)GF 1 15-30 A 15-60 A - � � C)�
� CEIIiNG OR WALL MOUNTED EXIT IJGHT OF DENCE AFF OR AFG #6 TO TELEPHONE 208Y/120 V�C lOO kA QJ _ Gp
� EMERGENCY BATfERY LIGHTS FIRE ALARM SVSTEM CO Ig�VH 15O 35-150 A L � ��
� DUPLIX RECEPTACLE�18"UNLESS NOTED CONCRETE- Qo(s)-P� 15-30 A 15-60 A 15-30 A Q O
�FACP FIREALARMCONTROLPANEL ENCASED ELECTRODE Qo-aFi is-zoA
m
DOUBLE DUPLEX RECEPTACLE�18'UNLESS NOTED qNN FIREAURM ANNUNCIATOR PANF1 NOTE USE QJ TYPE MAIN BREAKERS
Q F�USH FLOOR DUPLDC RECEPTACLE Q FIRE ALARM PULL STATION Q
� SPECL4LOUTLETASNOTED OR EQUIVALENT IN SERIES WITH QO PANEL PAUEL PANEL PANEL PANEL PANEL �-
OQ ALARMHORNORSPEAKER TYPE BRANCH CIRCUIT BREAKERS OR
� DUPLIXRECEPTACIEHAI.FSWITCHED�18"UNLESSNOTED ❑� COMBIN\TION HORN/5TROBEORSPEAF�R/STROBE �NCOMING WATER SERVICE UNIT 403 UNI1404 UNIT 405 UNIT 406 UNIT 407 UNIT 408 �„
�i TELE-POWER POLE r zz�' �r
MULT1AUTtET PLUG STRIP �H THERMNL HEAT DETECTOR P�PE � �J�} ;�`� �n
M� IVALENT FOR ALL PANELBOARDS Y��_ ,
•i sneo�vanoNOErecroa FROM METERBANK REPLACE PANEL � �2r �S, sr
JQ JO�1 JUNCTION BOX IN FLOOR,C�L1NG OR IN WALL �p pHOTOEECTRIC SMOI�DETECTOR = IF RELOCATING � \ H�� ��_��
m ♦ COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL �H/P HEAT/PFOTOELECTRIC SMOKE DETECTOR WATER METER CO r>\_ �L� �-��
� TELEVISION OUTLEf �.��
_ [y�]� DUCT DFfECTOR 2 �� �
� TELEPHONE BACI�OARD
CONDUIT RUN CONCEALED IN WALLOR ABOVE CFJLING � SPRINKIER SYSTEM FLOW SWITCH * Y (��� �� ° {
-� CIRCUITHOMERUN � SPRINKIERSYSTEMTAMPERSIMTCH BUILDING STEEL �� � � r �
STROBE
� - DR VEN10, C�S �� �`s ;
-�- CONDUIT RUN BELOW FLOOR OR GRADE SMOI�/fIRE DAMPER CONNECTION I � ,�\� ��Y
] CONDURSNB-UP-CAP&MARK y REMOTEINDICATORLIGHT PROVIDE NEW BUILDING GROUND ROD I � ��S�( �, � �,y
$ LIGHTSWITCHAT48'UNLESSNOTED GROUNDING AS DETAILED PANEL PANEL `���'-" �
suascrtiars sECURm�svsrau UNIT 301 UNIT 302
2=2-POLE SVNTCH
3=3WAY SVNTCH O CONTAQ DOOR SWITCH IN JAMB OR HINGE � � �
4=4WAY SVVT�'CH MITRUSIUI MOT10N DETECTOR AS SPECIFlED,CORRIDORIROOAI Q
K=KEY-OPERATEDSVNTCH �� G RO U N D 1 N D E
TO=THERMAL OVERLOAD SVNTCH G TA 1 L
P=SWITCH 4VITH PILOT LIGHT
� DIMMER SWITCH W/WATTAGE a ��P��ACCESS SV4ITCH
^ Q PUSHBUTTON CONTROLSTATION � SURVEIL'ANCECAMERA �
' � PHOTOELECTRIC CELL DISTRIBUTION EQUIPMfNT SYMBOLS
NO SCALE � O
TIMESIMTCH `- DISCONAECTSWITCH
Y � THERMOSTATAT60"UNLESSNOTED �!` FUSES (3#1 CU,#6 CU G)1-1/4��Ci � �
DIViSION 15 EQUIPMENT CIRCURBREAKER
' Q FOODSERVICEEf]UIPMENT -}�- CURRENTRANSFORMER
COMMUNICATIONSYSTEM � TRANSFORMER PANEL PANEL PANEL PANEL PANEL PANEL � � O ,
- L�h MET� UNIT 203 UNIT 20 UNIT 205 UNIT 206 UNIT 207 UNIT 208
Q�S}I SPEAICER IN CEIUNG OR WALL � MAGNETC MOTOR STARTER
V�1 VOLUME CONTROL AT 60"UNLESS NOTED P���T�����,��MID � � �
� � MICROPHONEOUTLETINFLOORBOXORWALL .����ac�oROis�wsunoneo,u�o EXISTING UNIT PANELS TO � �
• a CAL41N SWITCH
� PROGRAMBELL m REMAIN IN PLACE
p ��c� Q TRANSFORMER EXISTING UNIT PANELS ARE �
B c�ocK �-� GROUNC TYPICALLY SQUARE D QO �
� �PUF'� � CIRCUR3REAKER PANELS RATED 125 AMPS � O J
� MOTOR OUTLET � � O
ATS AUTOAAfJIC TRANSFER SVNTCH � � ` ' `
V
PANEL PANEL PANEL PANEL PANEL � � �
HOUSE UNIT 101 UNIT 102 UNIT 103 UNIT 704 � O Q
EXISTING HOUSE PANEL � N `
TO REMAIN IN PLACE � �
�
6,669 AFC � �
' < 10K AFC �
' (4#3/0 CU,#4 CU G)2"C NP�Cp`� O
OR(4#250 MCM AL,#2 AL G)2-1/2"C
� z
HOUSE DISCONNECT �
200A, 120/208V,3P,4W
(3)LPN-RK-200SP AEC PROJECT# 27767
LOCATE AT EXTERIOR
WALL NEAR UTILITY (3#2 CU,#8 CU G)1-1/4"C
TRANSFORMER DATE ISSUE
1-25-07 PROGRESS DWG
2-5-07 CONSTRUCTION SEf
(4#3/0 CU,#4 CU G)2"C
OR(4#250 MCM AL,#2 AL G)2-1/2"C
90,950 AFC
99,500 AFC gg� q� 7,300 AFC �� O 125A2PO 125A2PO 125A2PO 125A2P O 125A2PO 125A2 O 125A2PO 125A2 125A2PO 125A2P O 150A2PO 125A2PO 125AZPO 125A2PO 125A2PO 125A2PO 125A2PO 125A2P � SOH cn��AEC
3[(4#400 MCM CU)3 C] I
90 950 AFC OR 4[(4#500 MCM AL)3"C] �
3[(4#400 MCM CU)3"C] 73,023 AFC( � ELECTRICAL
UTILITY OR 3[(4#500 MCM AL)3"C] MAIN DISCONNECT
� TRANSFORMER (3)KRP-�C�1000SP P'4W
NE—LINE
LOCATE AT EXTERIOR - — — — — — — — — — — — — — — — — — — D1t�G��rilVl
PAD MOUNTED WALL NEAR UTILITY M ETERBAN K
TRANSFORMER & CALCS
10�OA� � ZO�ZOC7V� 3P� 4W PROVIDE NEW PANELS AS
� 65�cAIC SCHEDULED. EXTEND FEEDER _
TO NEW PANEL LOCATION
E LECT RI CAL O N E-L I IN E D IAG RAM PROVIDE BRANCH CIRCUITS AS E 1 .O '
REQUIRED BY ARCHITECTURAL
NO SCALE
REMODEL PLANS
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`� Available Fault Current Calculation � -'a c`r�,� �
�.����. ver 4 0o PROJ=CT LODGE AT LIONSHEAD I I � i i i � I i (PROJECT# 127767 �� �
� �PROJECT# ,27767 PROJECT LODGE AT LIONSHEAD ( � i � � �°�� �
-—�-------
Utility Fault Cument ss,soo am�s kva �so CLE�T KH WEBB �- � i �—'ENGMEER i SOH � CL�NT KH WEBB i I I ' 1 i �� � - - c�i��� �
° e 2os -- i -- -- � �----�- �-----�- ,- - --------- �------t----�- -�--- �ENG9VEER SOH ---- � .` N �'d�
1=kVA x 1000=trens FLA trens FLA = 416 � � �_��_ _�e � � i _i __�__ I i � � � � -F--�-------,---1- W �... V f�
�__ DES�tIPTION PANELUNfT205 A ! I —�- - �---- _� _____�� _.______�_,_«___...__.__�_------ -��_..__-_- --+ 1------1----_�_� �._ _ _ c�
E x 1732 ` � ' I � �VOLTAGE I 120/208V 1 P�3W DESCRIPTION PANEL UNR 206 ! i ��� ' � � � � VOLTAGE 120208V 1 P 3W � v 2 0
� � ' MAWS I�125A MLO MOUNTING RECESSED � T I ��'�-��! � � � ' � W Q�O^i
MOUNTWG RECESSED I ���-I �-� , ' i � MAWS � 1125A MLO
r-����
I.�.= trans FIAx 100 """"�a�s TYPE QO RESIDENTIAL I I � I I I I f ��I'AIC I �10K TYPE QO RESDEMIAL i I��`� I—I�� I � �AIC I J �10K J_--_�� L "� �
� N�� N
transformer Z ° �a x PHASE PHASE PHASE PHASE U v W o�0 O
�"ae`�resno�-`�`��`��reM�ssy�u�� �" _ ` _?�'�a� amperes DES�2IPTION A B BKR P CIR Cfft P BKR A B DESCR�TION DESCRIPTION A B BKR P C�2 CIR P BKR A B DESCRIPTION � �J O�
Po1M to PoiM Method Three Phase 20�120 � � L � Q
t.engu,�dscance) � _� c.o�r�r�ai�aoe�ay � LIGHTrVG&RECEPTACLES 1650 20 1 1 2 2 30 2500 DRYER SMALLAPPLIANCEREC 1500 20 1 1 2 2 50 4800 30"COOKTOP � N ��
Y'faetor= ��Z x L x I (ASC) 6c. = ss 50o LIGHT�IG 8�RECEPTACLES 1650 20 1 3 4 2500 " SMALL APPLIANCE REC 1500 20 1 3 4 4800 " L � ��
� N x C x E�-H s�o�auctors�e�vnase N � LIGFiTNG 8�RECEPTACLES 1650 20 1 5 6 1 20 1000 WASHER SPACE 0 5 6 2 30 2400 15"COOKTOP
PhaSe corKxictor constar�t C = 12 844 Phase Conductor 3ro � LIGMWG&RECEPTACLES 1650 20 1 7 8 1 20 1500 PRAIAARY BAlli JACUZZI SPACE 0 7 8 2400 a O
von tne a une E�-� = Qp8 von
r = o asz EXHAJST FANS 4 1650 20 1 9 10 2 40 3750 PRIM BA STEAM SHOWER SPACE 0 9 10 1 20 1000 PLA1'E WARMER m
treutra�cor�eicta crostant C = �2,844 Neutra�Conductor sro � LIGF(f1VG$RECEPTACLES 0 20 1 11 12 3750 " SPACE 0 i l 12 1 20 1000 WARMWG DRAWER a
Multlplier vonw,a�or,e�,o-e� e�-r, _ �2pvon #REFi 360 20 1 13 14 1 20 984 HEATMATS SPACE 0 13 14 1 20 1000 MIELECOFFEESYSTEM
f = osoa' SPACE 0 15 16 2 40 3750 STEAMSHOWER SPACE 0 15 16 1 20 1000 MICROWAVE ��}'' - ���`;"{.:
M m 1 ,-
' 1+f uneto�me M = v�os84 SPACE 0 17 18 3750 " SPACE 0 17 18 1 20 1000 ICEMAKER 4dt�[,;,�% '" '_,��,rr�
une to Neutra� n� _,_, _,0 525 SPACE 0 19 20 1 20 1500 JACUZZI SPACE 0 19 20 1 20 1000 ICE MAKER �� fi(i� ��,,,,�
Fau�tCurrentatservice Equipment SPACE 0 21 22 0 SPACE SPACE 0 21 22 1 20 1000 EX HOOD � O� � `� `�
�.<. a M = fauk ciarent at tertnmals of mam�iscamec,t L-L= am��$ SPACE 0 23 24 0 SPACE SPACE 0 23 24 1 20 1000 EX HOOD U
O}?
SPACE 0 25 26 0 SPACE 0 + ' � ti7 d =
� �u, x M =fault curtent at terminals of main dscaviect L-N= �amperes 25 26 ii 20 1250 REFRIGERATOR � �-'�
SPACE 0 27 28 0 SPACE DISHWASHER 1000 20 1 27 28 � 20 1250 REFRIGERATOR ;s � ,��
SPACE 0 29 30 0 SPACE DISHWASHER 1000 20 1 29 30 20 1000 DISPSOAL �p� 2/S � ,,,�'�,n
, � � � � � 0 FsU `�vv
FaultCurtenttrom Service disc to panel"HOUSE" CoppvnMetalRaaway �
� Three Phase Feeder Length(dstmice) L =(-20� Th�� - � � 0 � � `��`�r'��.� �?)�
0
, Y'fac6or= �T32 z L x 1 (ASC) kca � 7,30 Phase 3,�es'r�m-ai 0 0 0 0 �
N x C x E�av s�ona�crors v�v�e N 1 p p 0 0
Phasecondictorcrostad C = 12,844 Phase Conductor 3/0 �
VoRLlnetoLne EL-L =; Q(►$VoR � � � � Q �
f =� 0095
Neutra�cond�ictor canstar�t C = 12,eaa Neutra�conductor sro � LOADCALCULATION SUMMARY NOTE PROVIDE ARC-FAULT CIRCUIT INTERRUPTER PROTEC110N AT BEDROOM RECEPTACLE CIRCU�TS LOAD CALCULATION SUMMARY ;NOTE PROVIDE ARGFAULT CIRCUIT INTEP,RUPIER PROTEC110N A7 BEDROOM RECEPTACLE CIRCUffS
voic u��o r,�wg� E L-N =p 12p,von � — ------ -�------- ---- ---- � �
FWAL PANEL SCHEDULE PER ELECTRICAL CONTRACTOR ___,_ —T ;_`_FUVAL PANEL SCHEDULE PER ELE(TRICAL CONTRACTOFL � �
Muia�ier r = o ose CALCJLAIED POWER FACTOR 1 d0 -T I ; ' ; i� I I I ; _ CALCULATED POWER FACTOR {1 00 I I i � jv ? ! � --(� ��� � ^
—-------�- � � i ! ------ ----- —-�- — i -r-_�r�� ; _-y � _—�+—_--__T_ �_-------- -
, M= 1 Lme to l.me M _ ...__0 914 ' I �_� I � � � � �r. � � i L—_�� � i � �� ' �� � �
�+t �ne to Neutra� M = o s��' CONNECTED LOAD � CONNECTED AMPS � i DEMAND LOAD DEMAND AMPS � CONNECTED LOAD � CONNECTED AMPS DEMAND LOAD DEMAND AMPS
`_ _ ---�----- �
APPLWNCES 19000 911 I ��I M i 14250; ' 69j � APPLIANCES ' �� - ; Y , -�----
, � � � � 11500� � �_ 55i � ( 1� I 8625� 4 41i
�u. x M = fault amerrt at tertmnals of the panel L-L= amperes LIGFfTNG&RECEPT 9900 I 48� � � T I 1 5415I � 26 I LIGHTING&RECEPT 5000 i �, I 24� � ; I ' ' �- ^� _ �
-�--- --------+---t---- - ' --- -- -� -- �_3700� , 18�
� �.�. x M = fault aarent at tertninals of the panel L-N = •. amperes MECFANICAL 360 � 2 � C---I---� � 450j__----, 2� MECHANICAL - --- � - U�----i------ -�-�-� �-`---T ---;------�--- -- ----------
� ..�_, � � ! __ _ �__- �' � I � I_ 01 0
KITCFEN OVEN&DRYER 5984 � 291 i �--�; 5984 i i 29 �-t--- ~---�--'T--T-~-�-�'—( 144001-~-`j--- 69� ---- - � �
� i � KITCHEN OVEN 8 DRYER i 14400! � i 69' I � �
Calalafion does not i�rclude motor eontnbuuon ------- ---�- rt --- --- -- ----- -- -- — -
TOTAL � 35244) I I 169' �� � ' ' 26099i �REFERENCE DEMAND LOAD CALCS TOTAL I 30900� ' � ~-��
. � -�--I -i-�—; � -_____I _____ .__m��� ( �� 149� � �- I � I 26 67251 ;REFERENCE DEMAND LOAD CALCS Q
� ; -- ; -�--� ! I �I I�_�. �- - Z � � 0
PROJECT LODGE AT LIONSQUARE � I i � PROJECT# �27767 4 { O W �
„ Lod eatLionsheadPhasel-Meterbank CLEM ECELECTRIC - � � ' �-- - __�(___�� LODGE AT LIONSHEAD UNIT 20S/206 !
___�__��___ �„__ENGINEER _ SOH I i
------- - }----I------ i - � -1 - ---- --- E `- �------
--� � �__ ,—_!---�--__—_! i Demand Load Calculations � � �
Available Fault Current Calculation DESCRIPTION PANELMETERBANK ! � I � { __I I ' IVOLTAGE 120208V,3P,4W �- f-. � ' � 0
, MOUMWG SURFACE ���__I I �-!__ I �MA9VS� '1000A MLO � a ___�_(Per NEC 220-36 Through 220-19) � ; � � O J
nr���k ver 4 00 -- � ` j � � � C ----1AIC ��f 100K AIC- -- � E � .�e�lU3 `2�07 M = --- --- � � O
TYPE SIEMENS I I I �'
Utility Fault Current 99,500 amperes kVA 150 ry____�_L__
e 2oe PI-EASE PHASE ' —�---- � , �
� --�_------+------
^ I=kVE X;-�0=treos.FLA erans Fw =d _ a�s DESC�IPTION A B C BKR P CIR C92 P BKR A B C DESCR�TION � � ;Quan �i Volt Amps �DemandT I Total A � T ` �
��' --- ��
General I I � + � J
'__—______—_� 1—__s,_______i , Q
le�.= trans FLAx 100 "'��""ats UNfI'1D1 11980 125 2 1 2 2 125 11913 UNff 208 ---
i Dweilmg�it Square footage i 2540; i �� � �� --�;-- �-
transformer z ° �i a x " 11980 3 4 119�3 ° �General&L�ght�ng�1St3 KVA) �_ 1000� SF X j 31� � 100%� _^ � 3000 O Q
6ca=arryereshrnl-ercuicurterRlASSymmelnceL tt� = 2s7qt amperes UNff1D2 11980 125 2 5 6 2 150 18105 UNff301 --��•----- - _ � � \ I
11980 7 8 18105 ^ _�General&Ligh�ng(Rema�nder) i 1540, SF X f 3� } � 35%I = I 1617 /
Pdnt to Point Method Th.ce��zos�izo � � i Add9 Li hti after 3W/SF � 1� LS X� j- 2280� � � 35% - `�798 �
UNfT 1D3 12?35 125 2 9 10 2 125 11980 UNIT 302 �_�9__ �9_____ �__________�_�____�-___—__�
�n�astar�) � _� c�`�r��,�,�, - " 12235 11 12 11980 " Kitchen i I i �"- ��-� � - ----------1-----_ �
� ,�'��= 1732 x L x I (ASC) 6cn = 99,500 �
� N x c x e�-� •wMuclors perphase N 3 UNff 1�4 11980 125 2 13 14 2 125 8980 UNfT403 �Small App6ances&Refidgerator; 21 EA X ; 1500� � ; 35%�_- ; 1050 �
P1�aseconductorconstarit C = 2o,5s6 Phase Conducror �ao�t � " 11980 15 16 8980 " ' " ---- �'-(-�---t- i o .i--____�-----_-
von i„a ro�e e�-� = ypg von UN(f 2J3 11682 125 2 17 18 2 125 11980 UNfT 404 f 30„COOktOP� _ �__ __ 1 i EA_ X I__ 9600 j } 100�/0�AA� 9600 Q
r = oosa „ 115 Cooktop____!________ j� 1� EA X � 48001 � 100%�___�_ 4800 �
11682 19 20 11980 ` -����
n���a�«,s�� C = 2f1566 Neutral Conductor ,00,�,,, � �� Piate warmer&Warmirx,�drawer �2 EA X f 10001 � 75%I = � 1500
Multip�isr volt�emr��,ve� e�-N = lypvolt UNITZJ4 11�80 125 2 21 22 2 125 11980 UNfT405 � �� +�--��--�- - �
_�Miele Coffee System _____ � 1� EA X i _ 1000 V �__ 75%� _ � 750 O �
f =u _o�� ° ��sso Zs Za 11980 > —
� M= , � Sharp M�crowave Drawer 1� EA X ; 1000 � �-75%� _ �;� 750 � '
UNff 2J5 17622 125 2 25 26 2 125 11480 UNIT 406 ----�-- ---------------- � _- -
++f ��to�� M =� ° o s�a �Ice Makers 21 EA X� 10001� � �r 75% _ �^ 1500 �
� 4ne to Neutral n�t = o ea� � 17622 27 28 11480 " � ____}_
Faultc�rrentatServ�ceEquipment `��-- UNfT2J6 15450 125 2 29 30 2 125 11980 UNR407 SIf1USHOOdS 21 EA X i 1000� � � 75% _ � 1500
-�-----
, " 15450 31 32 11980 ~ �Refigerator �� ; �_EA X; 1250 � I 75% `_ ! 1875
I�. x M = fauit curerrt at tertnmals aF inam dscorriect L-L= .� � amperes UN(T 2J7 11�80 125 2 33 34 2 125 11980 UNff 408 I Dishwasher i 2! EA X � 1000 � 75% - _ �t 1500
I,�a x M = fault curtent at terminals oFinau�dsconnect L-N = amperes �� ��9$0 35 36 11980 " �Dis osal ` I�� �� � X � ��0�� �_1 7rJ'%i = I 7rJ�
P____��_�_.______.______A_,-�_--_t___ ,_._.__�___ _____..___ AEC PROJECT# 27767
SPACE 0 37 38 0 SPACE -� --
Laundrv 8 Spa Appliances f �._� I �� � 1
SPACE 0 39 a0 0 SPACE �Clothes Washer i 1 i EA X � 1000 � �I Y 75%� _ � 750 DATE ISSUE.
FaultCurtantfrom Service d�sc to Pane�"METERBANK'• conv�►+r���aY� = SPACE 0 41 42 0 SPACE ;Clothes Dryer __ �, 1 I EA X_ � _5000� � � 100%t = 1 5000
Three Phase Feeder �er�th(�star�e> � = zo �] �i^ ' o_"`-"� -y�-� 1-25-07 PROGRESS DWG
� ��r_ � . LOAD CALCULATION SUMMARY � _ __ _ � _ _ jaea�m Shower ` o ; I
1732 x L x 1 (ASC) 6�■ = 90,95p Phase _8;i.74d Neutral — {-- ' i
� �_� _ � _� __ , � � I_ 2 j EA X 7500 f � 75/o + 11250
N x C x E�-ni s�,a��ve�w�e N 3 �— � _�1 I__� _L __� —�___1—_ ______ ' � __� 2 i EA X , 15001 � �_ 75/o = �� 2250 2-5-07 CONSTRUCTI ON SET
an�a�ea��,c c = zo,586PhaseConductor ,00,m,� � CALCULATEDPOWERFACTOR 100 �__; ��___�_____ I ' , � MechanicalEpuipment I � ; � � � ; �
� Volt�netoLne EL-1 =, ------ --- ----��- -t—f--i -- ----- -- -- � -
�&vOn � _�� � I J ,--�-- I ; _ (Exhaust Fan5 � 4� EA X � 90 i 7� � 100%1 = �L_ 360
r =� 0 2as CONNECTED LOAD CONNECTED AMPS � � DEMAND LOAD DEMAND AMPS �Heat Mat �u ` �- 82� SF X ��V 12��( 100% _ � 984
►�nr�cora�,aor c«,staM c = 20,566 Neutral Conductor +oo� � A P P L U N C E S I 9 5 5 8 0 I 2 6 5 I ; ,--� � -`
-�-------� -;- i-
von�eior�w� e�-r, _ �2pvon - I
Multlpller f = oas� LIGHTNG&RECEPT__ � 128329� L_ � 355� �-i y_! I 46865; ' 130� �HYdroroc baseboard from central boilers �_� j 4 � � _ ` _
f---- --�--- - ---------� �
� ,---=-- �--- t_��_--- ----- ! � i � ;
MECFI4NICAL 3240� � � 11 i , I i i 3330� � 11 �"-� - -�-�- "�-��"-'- �i TOTAL 51584
N1= 1 unetoVne M =�`--o:eo3 KfTCHENOVEN&DRYER 2273841 �_,I 630I I � i ` i 69440� 1 192i -�- �� - __� � j j °"�� ��`��
7+f �ne to Neutral M = 0 6'68 i ,
. .- TOTAL 454533 f I f 1261� �- ( I� � 191320� I 532 I � L � _��_`; � �___� ___� � �u i $�H �C
bo. x M =fault c�rent at termmals oFthe panel L-L= � amperes
� i �—I � I ;�—i—�� � i! �!For 208V,1-Phase,3 wre Service � 57584�4VA) / � 208 = ' 248lAMPS
I.c. x M = fauR Curt�ent ffi termuials oF ftle Panel L-N a amperes � � � � i ��� ��---� �^
' Calculahon dcesnotmdude motor oontnbution �i(3#2 CU,#8 CU G)1-1/4"C incoming service,ampacity allowed by cod�is: (2)125A 25 MPS ELECTRICAL
-1.�_...r..�_-�°----
�Main circuit breaker at meterbank: , I I 2 125A=; 250{AMPS O�-T �
L
� � DIAGRAM
& CALCS
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