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P. O. Box 2773
. � ' . 620 Main Street, Suite 8
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,� � 0� � N�W SPRINKLER ,4ND SMOKE/ . . . . , � . Tel: 970.668.1133
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a . � a Fax: 970.668.2316
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� . � . °Q 70 GOORDINATE AS REC►�UIRED. . � 2 Union Street, Suite 202
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. . . . . � � Portland, ME 04101
� �RGNItECt �oR REvIEW PRIOR a . Tel : 207 7741133
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PLAN
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STRUCTURAL GENERAL NOTES _
, , ,
7 -8 >5 -2 4 -8 36 - >0
DNISION 1 : GENERAL REQUIREMENTS
A. REFERENCE STANDARDS: ,
i
1 . WORK SHALL BE PERFORMED W ACCOR ANCE O BRYAN
D WITH THE 2009 EDITION OF THE :
INTERNATIONAL BUILDING CODE ALL CODES AND REGULATIONS OF THE TOWN OF
PARTNERSHIP, INC.
'
VAIL, COLORADO, AND OTHER APPLICABLE STATE AND lOCAL CODES.
. ,
B. CONSTRUCTION .
ARCHITEGTS - A.I.A.
a 1 . DURING ERECTION OF THE LO _
F OR STRUCTURE, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR TEMPORARY BRACIN TO W T S
G I H TAND ' ALL LOADS TO WHICH THE STRUCTURE MAY BE
SUBJECTED INCLUDING LATERAL LOADS S 0 KPI S AT I , ,
, , T C LE OF M ER ALS AND EQUIPMENT.
° SUCH BRACING SHALL BE LEFf IN PLA
CE AS LONG AS REQUIRED FOR SAFEfY AND UNTIL
ARCH ITECTU RE
ALL STRUCTURAL FRAMWG AND DIAPHRAGMS ARE lN PLACE WITH CONNECTIONS COMPLETED. �
- PLANNING
INTERIORS
2. JNSPECTIONS SHALL BE AS REQUIRED BY THE 2009 INTERNATIONAL BUILDING CODE ' AND .
OTHER APPLICABLE LOCAL CODES.
C. DRAWINGS:
P. O. Box 2773
, ,
1 . TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION UNLESS SPECIFICALLY DETAILED. 620 Ma�n S Sui
tr+eet, te 8
WHERE NO DETAILS ARE GIVEN , CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. Frisco C
, O 80443
2. ANY DIFFERENCE JN DIMENSIONS ` BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS .
Tel. 970.668.1133
SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. D0 NOT
B ,
Fax. 970.668.231 b
SCALE FRAMING DRAWINGS. `
S2. 1
,
. .
3. IT IS THE CONTRACTOR S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE ENGINEER SHOULD
2 Umon S Swte 202
S . �.
ANY EXISTING CONDITION NOT BE SHOWN OR ` IF ANY EXISTING CONDITION bIFFERS FROM
IM
� Portland ME 04101
THOSE SHOWN ON THE DRAWINGS. ,
,
Tel. 207.774.1133
.
DIVISION 6: WOOD Fax. 207.775.2308
EX/STING CONCRETE SUPPORT STAIR AND
A. GENERAL
C W.4LL ALL S/DES ,
❑ B LANDING ` FRAMING
, www.o rch.com
, Pa
1 . ALL WOOD IN CONTACT _ WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
S2 . 1 ON CRIPPLE WALL
�
2. FRAMING SHALL NOT BE NOTCHED, CORED, OR ` OTHERWISE ' CUT OR REDUCED JN SIZE UNLESS ABOVE BEAM
, �
SPECIFICALLY DEfAILED OR APPROVED.
. �
B. DIMENSIONAL LUMBER
^�
, � _
LL STRUC URAL FRAMI G LUM LL BE STRESS-GRADED KILN DRIED DOU LAS- FIR `�
1 . A T N BER SHA , G ,
GRADE MARKED BY A LUMB R RADIN OR INSPECTION AGENCY THAT HAS BEEN ` APPROVED BY '
E G G
_ _ ___ __-- ------ ----__ _ ._..---- - ---- . ...-------_ _ _ ____ _ __ � . - ---- -- ---
�-------- - ---... - - . -- -
, ,. . ._ _ _ . . . . .. __ : _ ; „
AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT. GRADES ' SHALL" BE A B H ; ;
; ❑ ❑ ❑ i 2x12 AT
; � { ��
AS SPECIFIED BELOW. � � ; ,
_ � ► 16 O.C.
_ , _ 5
A. ALL JOISTS, BF4MS, COLUMNS AND HEADERS SHALL BE STRESS GRADED N0. 2, U. N .0. ; 8 8
O , �8
� � � ( � : :,
B. ALL WALL STUDS SHALL BE STRESS-GRADED STUDS , U . N.O. ; �
, � h ; A
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C. ALL PLATES` SHALL BE STRESS GRADED N0. 2 , U. N.O. _ _ _ _ _ B
� � , , ; � . _.... , � I
_ , !�_< ; :
D. ALL BLOCKING AND BRIDGING MAY BE STRESS GRADED N0. 2 OR NO 3 U .N .O. , . .... .:.... .._... . .. . ..... . .. ....._........... .... .. ; I �
� ; � S2 . 1
, ,
C. STRUCTURAL COMPOSITE LUMBER
, ' : � I : i �
; ; � � i ; , i
1 . STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED STRUCTURAL COMPOSITE ; � ; : � , o W
, EDGE OF 2x12 AT �- �+- � .�
rn
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LUMBER SHALL BE ESTABLISHED AND MONITORED W ` ACCORDANCE WITH ASTM D 5456. , �� ; ; , �
� ; c�l ._. . .. . .. .. . . __. __.. .. ; � ; , �
, FLOQR 16 O.G ; , ; , �
__ _� i I , �
2. STRUCTURAL COMPOSITE LUMBER INCLUDES LVL PSL LSL AND OSL PRODUCTS. � i _ _ __� ___ __ 2x12 AT
� > > , c� N ! ; � �
; � : ; "
3. STRUCTURAL COMPOSITE LUMBER SHALL BE SUPPLIED BY BOISE ENGINEERED WOOD PRODUCTS , : � . 16 O.C. � '
� , _ ; �
; , ;
U C U S OMME D TIONS. , ;
AND ERECTED IN ACCORDANCE WITH THE MAN FA T RER REC N A , ; _
, ; �
� �
, �
STRUCTURAL COMPOSITE LUMBER FROM OTHER MANUFACTURERS MAY BE SUBMITfED FOR ; ; A ;
a �-
APPROVAL.
. �
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C A B _ . . ._ .. 8 _ _ ..... .., �
, _ _ . . __ . _. _.. . .... .
❑ . ❑ Q ❑ �
D. WOOD STRUCTURAL PANELS __ __ __ _,
___ . ___.__- -.. ___. . _ _ ------ -----_. _ __ _ __ _ _. . __- - . -_ __..__ ._ . . __ _ ._ - - ---- _ --- . - __ _ _ __ __ _ __ _ _. _. _ W
1 . WHEN USED STRUCTURALLY, PANELS SHALL CONFORM TO THE REQUIREMENTS OF THEIR TYPE I W
, '
IN DOC PS 1 OR PS 2. EACH PANEL OR MEMBER SHALL BE IDENTIFIED FOR GRADE AND O ,
��
�
GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND ' GRADING AGENCY. C �
2x8 AT 24 O.C. CEILING JOISTS .
PLAEBEAMAT Q
2. SHEATHING FOR FLOORS SHALL BE SPAN-RATED EXPOSURE 1 PANELS. RE. ARCH. FOR LOWER LANDING
V
N SPLICE JOISTS AT MID-SPAN W
�
3. STAGGER ALL WOOD PANEL JOINTS. APPLY SHEEfS WITH FACE GRAIN PERPENDICULAR TO � STAIR FRAMING ELEVATION W
A 2 - 6 LAP A D 12- 10 CO 0 B B �
N D MM N �
JOISTS AND RAFfERS. r » N IYP.
, NAILS 0. 148 � x 3 LONG TOP �
4. USE RING SHANK NAILS FOR ATTACHMENT OF FLOOR SHEATHING. ,
� ) S2. 1 S2. 1
0 O
AND B TTOM OF EACH JOIST. PLACE
S� M . w o .�
E. JOIST HANGERS AND CONNECTORS n
I ST D 76
NAILS 1 FROM TOP AND BOTfOM
1 : JOIST HANGER CAPACITIES SHALL BE DETERMINED IN ACCORDANCE W TH A M 1 1 '
EDGE BRACE TOP EDGE OF JOISTS V
� Q :
2. HANGERS AND CONNECTORS CALLED FOR ON THE DRAWINGS ARE AS MANUFACTURED BY THE ��
W FIAT 2x4 AT 48 O.C. NAILED
� V
SIMPSON STRONG-TIE COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF � V
TO EACH JOIST)
THE LOAD CAPACITY IS EQUAL T0 OR GREATER THAN THE CONNECTOR SPECIFIED. USE N �
� J
MANUFACTURER S FURNISHED NAILS, SCREWS, AND BOLTS.
� Q �
� 3. JOIST HANGERS AND CONNEGTORS SHALL BE FURNISHED WITH A COATING OR MATERIAL AS W
Q
RECOMMENDED BY SIMPSON STRONG-TIE FOR THE SPECIFIC APPUCATION AND ENVIRONMENT
W WHICH THE HANGER OR CONNECTOR WILL BE USED. THIS INFORMATION IS AVAtLABLE IN �I"
�
� THE CURRENT SIMPSON CATALOG. I�
� �,
4. ALL. GENERAL INSTRUCTIONS FOR THE INSTALLER AS FOUND IN THE CURRENT SIMPSON r
�
CATALOG MUST BE FOLLOWED. ;
F. FASTENINGS
' � �
1 . ' NAILING OF ALL FRAMING AND SHEATHING SHALL BE PER TABLE 2304.9 . 1 OF THE
4 -7 3 -9
INTERNATIONAL BUILDING CODE U . N .O. -0N THE DRAWINGS. ,
, , - .
2. NAILS AND STAPLES SHALL CONFORM TO REQUIREMENTS OF ASTM F 1667.
64 -4
3. BOLTS LAG SCREWS AND WOOD SCREWS SHALL ' CONFORM T4 THE RE UIREMENTS OF
, , Q
1
ANSI ASME STANDARD 818. 6. 1 .
Q
�
. NAILS S AP ES D W00 CR S S ALL AV MINIMUM AVERAGE BENDING YIELD
4 , T L , AN D S EW H H E
»
STRENGTHS AS FOLLOWS. 80 ` KSI FOR SHANK DIAMEfERS LARGER THAN 0. 177 BUT NOT
„. " ,
LARGER THAN 0.254 , 90 KSI FOR SHANK DIAMETERS LARGER THAN 0. 142 BUT NOT LARGER
», n
THAN 0. 177 , 100 KSI FOR ' SHANK DIAMETERS OF 0. 142 OR LESS.
0 0 S: 70 KSI
5. IAG SCREWS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS F LL W
� y.: 5 a. . ,
FOR A SHANK DIAMETER OF , 60 KSI FOR A SHANK DIAMETER OF , 45 KSI FOR .
3 "
/4 /� s Rev�sions.
SHANK DIAMETERS OF AND LARGER.
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6. 0 TS S M 36 STEEL AND AV A MINIMUM BENDING YIELD STRENGTH OF 45 KSI . -
E
B L SHALL BE A T H E
8 T
IA ER. REDUCED BODY DIAMETER LAG SCREWS
�
7. LAG SCREWS AND BOLTS SHALL BE FULL BODY D MEf A
LOFf FRAMING PLAN
AND BOLTS ARE NOT ALLOWED. . � � - � - 1P> f�ERM I T ' S�T
S2. 1 .
NOTES. _ � -0
,
T �4 _ .
8. WOOD SCREWS SHALL HAVE AN UNTHREADED SHANK. TAPPING SCREWS WITH THREADS HE , xxx -x g 13 1 PJ TOU�N OF
1 . T.O. SHEATHING EL�VATION NOTED THUS. � ON PLAN .
FULL LENGTH OF THE SHANK ARE NOT ALLOWED. ; ��
V�41
2. FLOOR SHALL BE 23 32 THICK, TONGUE AND GROOVE, APA RATED PLYWOOD OR OSB. �-
, �
OF _
9 . PROVIDE LEAD HOLES FOR LAG SCREWS WOOD SCREWS AND DRIFT PINS PER ` SECTION 11 „ „
, � ,
_ �
3. GLUE FLOOR SHEA � HING TO JOIST ACCORDING TO AFG 0
1 SPECIFICATIONS BY APA AND NAIL WITH 8D NAILS AT 6 O.C. AT PANEL EDGES : AND 12 O.C. IN THE FIELD. � G01"�1"'�ENTS
THE CURRENT EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). ,
„ �� 4. x ON PLAN INDICATES CONNECTION MARK. SEE CONNECTION SCHEDULE THIS SHEET.
10. BOLT HOLES IN WOOD SHALL BE A MINIMUM OF 1 32 T0 A MAXIMUM OF � LARGER THAN �
� �� s NAIL SHEATHING TO _
THE BOLT DIAMETER.
�,
11 . A MEfAL PLATE, METAL STRAP, OR WASHER SHALL BE PLACED BETWEEN ALL NUTS AND HEADS
LEDGER AT 6 O.C.
n „ '
OF ALL BOLTS AND LAG SCREWS. 2-5 � x23 EMBED
�s �4
EXPANSION BOLTS ` AT
��
16 O.C. N AT 2-2x12 STAIR _
BEAMS PROVIDE 2 BOLTS :
�
n
. WITHIN 3 OF FACE OF BFJaM
DESIGN LOADS. rAT 'SIM.' CONDITION PROVIDE
- . � . . . . . . . . . . . . . . . � . � � . � . � .. . �. . . � . . . . . . . . . . . . . . . . . .. . . . . . . ` n . . . � � . - . . . � . � � .. . . . . . . . : . . . . . . � . . . . . � . . . . . . . . ,.'..
DEAD LOADS.
ONE BOLT AT 24 O.C.) � -
FLOOR SHEATHING . . . . . . . . . , . . . . . . . 2.7 PSF _
p0 Rf�
GYP. CEILING . . . . . . . . . . . . . . . ' . . . . . . 2.8 PSF Q�P 0�+
�p����.....��TF
JOIST FRAMING . . . . . . . . . . . . . . . . . . . . 3A PSF FLOOR SHEATHING N RE: ca . �a � .��
, c� ;,,�c, �'f' . �
LIGHTS/SPRINKLERS . . . . . . . . . . . . . . . . . . 1 .5 PSF PLAN NOTES NO FLOOR . •
: cv � � , � ; � ;
10A PSF TOTAL r � . v� •
w AT SIM. CONDITION . 54331 �.
N o _ � � ; �
, _
LIVE LOADS: � �- � T.O. SHEATHING .�, •. �.�`'
a � F ••.». �
LOFT . . . . . . . . . . . . . . . . . . . . .125 PSF s
� � � � � RE: P�N CONNE�TION SCHEDULE `� %Na►. ��'G
�. . ��- ��
MARK CONNECTION TYPE
- - ,
F A u2 � o Date. 8 - 2 � - 1 �
�- �
a
. ❑a u2 � o-2
_ _ .
C U26 OR LSU26 .
EX/ST/NG
❑ Pro�ect No. 231 �.P��
CONCRETE NQTES:
WALL
1 . ALL HANGERS ARE BY SIMPSON STRONG-TIE COMPANY, INC.
, Drawn b :
FLOOR/CEILING JOIST
2. USE 1Odx1 �2 COMMON NAILS INTO FACE OF LEDGER. y C�4U�
OR BE4M N RE: PLAN
_ .
� Checked b .
� JOIST N •
o,� HANGER RE.
� y SJ1�i
� o , PLAN AND SCHEDULE
. L � 3� C7C7 . � . . . . . � . . . .� . � . � . � � � . : � . � � . . . � � . . . . . . . � � . . � � . � . � . � . � . . � . . . . . . . . , . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . � : . . . . . . . . . . . . .. . . . . . . . . . . : . � . : . . � . . . .. � � � . � � � � . . . . . . . � . �
� . - � T U' 2� ?i . . . . . � � . . . � . . . . . . � � �. . . � � . . � . � . . . . . . . . � . . . . . . . . . . � . � � � � . . � . . � �� : . . . . . . � � � . � � � � . � � � . � � � . � . . . . � � � . . � . . . � . . . . . ' � � . .
' � a °' o ° • �, 2x12 PRESSURE TREATED S . .
A . MIRO , INC .
� F� � ° � o co •
z o � � � � � LEDGER (USE 2x8 LEDGE nsulting Engineers
� -� o c� .- � .- � , > 610 Main St. Ste. 11 _
�, � � � N N N o AT SIM . CONDITION) _ �
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, rnao � /// � . �
coo _ cncn �n F IsCo
:� Q J � J x B TYPICAL FLOQR JOIST AT WALL r , �0 80443
�- o '- > a a a � 970 668 0747
o � i � � p �
GENERAL NOTES
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. . . . . . . . . . � .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. ( //// . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
� . . . .
PARTIAL PLAN
S
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AN D DETAI LS . '
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Mechanical S ecifications N
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� L't�t CV �
General F�
u� � t4 �..(�
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. . . . . � b-
1 . Immediately notify the engmeer of any discrepancies. S1'M. USE LOG,4TfON FINfSI� AGC. M,4NUF. � MODEL REM,4RI�S � (�
�I..t �
� �
. . . . . . . . � �-
2. It shall be assumed that all subcontractors are ex enenced and thorou hl knowled eable in their res ective areas of the construction indust and shall erform m a res onsible
P g Y g p rY P P I NT NA T � COOLE 't' L�OUBL� D�FLECtION BL�D�S +C� � � �
, - . manner in an a ro riate construction se uence . �'R � R HORIZONt,4L �RONt BLADES
pp p q A SUfi�PL1' CEILIt�iC� O.k.D . �.. � U �
UJ� I T� +-4YD �
� , ,
. . . . . . NORIZONT,4L �RONt BLADES � '
3 . Do not scale drawmgs. Verify dimensions m field prior to commencement of work. SR (C-cNT HART � GOOLEI' � �Q �
e n B EXNAUST C� IL INC� - - c,.�
UJ� IT� i�ND �� � „ �
. : . . . . . . . . . �, � W
4 . It is the mtent of these drawings and specifications to est�bhsh a standard of quality. The engineer reserves ,the nght to take exceptions to approve methods and inaterials not � X
• N,4RT 4 GOOLE ,t' PL,4NCs�D FR�4ME � '� Z
reflected herem. _
G LOUVE � � XT� RIOR M ( LL - - � �•Z �� o��P � �
� r-�" '�'r✓' F INS�GT SCREEN "c �--t- 1.!_ Z
. . , . . . . . -1- u1
5 . Failure to order, or release order, for materials and/or e ui ment will not be acce ted as a reason to substitute alternate matenals, e ui ment, or installation methods . � �
q P P q P � t� � W
, � _
^ _
, . , . . . �
6. Work shall be erformed m a workmanlike manner to the satisfaction of the architect & the en ineer. � � � �
P g ,� � E
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. . . . . . . . I I � I � I I I � I � I '� t- c�
7. Labor, matenals, and e ui ment shall conform to the latest a licable edrtions of local State of Colorado and National Codes and ordmances. If conflict between those � � C 1-� � I �l � C � � � Q l.t ( �� � � � � C� 1-t � � l.� � � ''�' X
LL !
q P PP � ' � 67 i
ublications exists, the most strin ent re uirement sha1T a 1 . � �.n Z
P g q PP Y _ �Q p
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• • • • • • • • � S N
_ SYM. DESGRIPTION GAP�4GJT1' ELEGTRfG MANUF. MOpEL REM,4RK 4,,�,,, CS� _
8 . Provide record drawmgs to architect. Drawmgs shall mclude all addendum items, change orders, aiterations, re routings, etc. ,
�,,�, �
� -�
. . . . . � �
. . . . . �
9. The drawmgs show the mtent of the mechamcal s stems but do not show all details re uired. It is the res onsibility of the contractars to mstall com lete & o erable s stems, m c �-� (L
. . y . . q p p p y �N� RC�I' REGOVEis`i' �� � RENEUJAIR� Q-
h� h onform to the m n f � _ m9 �� STATIC PR�SSURE � 2Sa/I 33 F A � � z
w c c a u acturers installat�ons mstructions & industty standards. � RV 1 , L W
u�NT IL ,4TOR E V3 �� � 6�
� � '
' 10. S stems shall be tested far ro er er t' n If t ' ' t' t t _
y p p op a io . ests show work is defective, contractor shall make correc ions necessary a no cost o owner. , (Y
Sea l �
� �
• . . . . ... � ,S'�, r
� � • • i�"'. .
1 l . It is the contractors and manufacturers res onsibih to assure themselves that the code authonties will a rove an roduct to be mstalled on the ro ect. : •• � �
P �' PP Y p P J �. .�9 p
, SEALANt ALL SIDES p . . c� _
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CS p � �
. . . . . . , . S • -
12. Coordmate architectural and structural drawm s with mechamcal drawm s nor to mstallation. PLENUM DUCT SNALL EXtEND � • 3
g g P EXTERIOR W,4LL ;
tHROLICxH TI-EE WALL AND, �OR � .
� . 4
� •
. . . . . THE B�tTOM AND SIDES, SH,4LL . .• W
. ,
13 . Off t � m cr�
se , ductwork, etc . as necessa to accommodate structure beams columns and existin e ui ment. + .
PP g 13' g q P
� � � BE FLUSH WITH 7HE OUtER LDUYER WITI-E `•
� ..•� � �
1 ��'
SU�AGE OF tNE W�4LL DR41N,4RLE BL/.�DES OMA1.
• • • • . • �
14. Contractor must carefull ven electrical service volta � and hase available before order�n an e ui ment. ,
Y fY g P g Y q P
EXTEI�DED SILL . ;
�
_ _ � �
• BIRD SGREEN z
Shop Drawin�s � _
- - - - - . Q �
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15 . Submit all HVAC sho drawm ubmittal ata at n i mi 1 n m thr -rm m r m x m n t an r rl m nn r P i 1 mi 1 i
p g s d o e t me. Sub tta to be bou d ee g b de s, de ed a ea d o de y a e . art a sub tta s w 11 not be � � �p O
. . . . . . _ . . . . . � -
acce ted. Submittals shall mclude but not be hmited to : e ui ment fixtures msulation diffusers um s fans i m valves boilers furnaces etc . � I � �- !
P , q P � , � � P P > > pP g> > > > ► V
- - DUCtS IRE : Pl�ANS). _
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t,4P HIC�H ON PLENUM, p
Remodel & Demoht�on � O O
I
A � �
� � � �
. . . . . . . . . . . . . . . �
16. Visit srte rior to bid and ven the condrtions. Include m the bid costs re uired to make work meet existm conditions whether mdicated or not. I +-
p fY , q g � I I O - tK
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� - - - - - - - � - -
. . . . . . . . . . . . . . . . m
I ON
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17. Provide mechamcal demolition re uired. Refer to architecturaT demohtion drawm s for location and extent of demolition re uired. Visit site nor to bid to determme extent of � � PLENUM ,45 SNOWN
q � q P �NL/�RCxEMENT �� .,_,� c� W
, . , . . . . . . . . , PLANB, 12 MINIMUM Z V
work involved. Provide labor and materials as required to maintain and/or restore contmurty of service to existing systems . I ..�--''' 0
DEPTH. P�ENUM �
- I �- o
DRILL U1EEP HOLES IN THE SH,4LL BE UNLINED cA
. . . . . . . . . . " . . O
O
18 . In as much as desi n for remodel and/or rehabilitation re uires that certain assum tions be made re ardm existm conditions and because some of these assum tions cannot be BoTTOM �R4ME oF T+�E � _ _ _ pr
g q P g g g P AND WRAPPED PER � �
. . . . , . . . , . . OU FO IN�4Ca Q-
venfied without destroymg otherwise adequate or serviceable portions of the buildmg. The engmeer cannot assure the owner or the contractor that the professional consultmg L v�R R DR4 E SPECS. .,
, , . , (Y
. . . . . . . . . . . [� �
services herem encom ass all contm en i Fi 1 r m i n n n t ti n i im rati ntra t r i m thi rk m t mak r a na 1 11 an f r n n O
p g c es. e d coo d at o dun g co s ruc o s pe ve. Ca c o s b dd g s wo us e e so b e a ow ces o u see g �,, ot� NUM ^
. . E L � 1/� R PLE �� E"�
condrtions. SLOPE 1/2 PER � W
WA7ERTICxH7 WITN SOLDER � fQ
L INEAR �OOt U -
OR 1mD YE,4R MASTIG ._t i-- ,
�
19 . Existin fixtures mechanical e ui ment etc. Bein removed shall be returned to the owner. m � -
.
n g � q p � b SEE ENL�4RCxEMENT O q z
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. . . . . . . . � Ol.,lu � � I1� � � � J� � � °� I C� �l � � � f � �.L�
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0. Field venfy locations of all existing pipmg, equipment, ductwork, etc . ,� �
NO SG�4L � O �
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21 . Be res onsible to field veri xi tin i . . . . . . . . � -
p fy e s g equ pment or ductwork remammg to be reconnected to new or existmg systems . Provide ductwork, pipmg, controls, diffusers, etc . , as �
. . . V �
re uired to restore contmui to s stem s . A }- ,
q � Y ( ) . ,, �
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Se uence of O eratlon � o
. . . p
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22 . All ductwork, diffusers, and equipment shown on tlus plan are new, except where noted. E N ;
, O =
. . . . . . . �
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• • • • • • � • • • � • � � � � � 1 . ERV 1 shall be electrlcall mterlocked wrth office h hts so that umt rovides code re uired �
23 . All new ductwork i m e ui ment etc i sh it A m rk i m m n t i h rt 1 ht li h y g p q "-
, p p g, q p , . s own w � dark lineweight. 11 exist g ductwo , p p g, equip e t, e c. s s own w h ig neweig t.
ventilation air while offices are occu ied. t� �
P �T� � � z
. . . . . . . . . . d
_ W u-�
24. All existing support rods and straps now supporting ducts, pipes, air tubing, electncal conduit, etc. that are removed to allow room for installation of new equipment shall be z �
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relocated and remstalled, or replaced if damaged. � W
z �
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. . . . . . : . . ui
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25 . Externall wra all ductwork with 2 thick msulation wi�.h a continuous va ar bamer. Mirumum R value shall be 6. 5 . V
Y P p Q �
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Ductwork �
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26. Duct sizes shown on drawin s are outside sheet metal duct dunensions. �
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27 . All ductwork shall be sealed airti ht wrth duct mastic. Duct ta e is not allowed. ' �-
g P � 0
No. Date Gomment z
w �
. . . . . �
28 . Seal all ductwork � omts and vapor bamer penetrations atall extenor walls. 1 �/15/10 PERMIT u.�
_ �r
2 8/24/10 TOILN OF VAIL C.ONIMENTB +- w
. . . . . . ` . ; _
29 . A11 ductwork or surfaces which are visible behmd a lle re ister or diffuser shall be amted flat black. � �-
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30. Sheet metal and fittm s t� be ursuant to SMACNA andASHRAE standards . �
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31 . Contractor to coordmate exact location of illes and re lsters before mstallahon. _
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32 . Seal off all ducts durin cons tion �-
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33 . Ducts shall be constructed of sheet steel not less than 24 gage thickness. �
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Balancin� �
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34. Air flows must be b 1 n t -
a a ced o airflows shown on mechanical construction documents. � �
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1 �/� A SP� � 12� LOG,4T � EXISTINC� �W�/i� LINES A5 � G2UIRED TO a W �-
ACCESS PANEL B O Yy (�
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. LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION MOUNTING LAMPS VOLTAGE MANUFACTURER CATALOG #
A 2' X4' 2-IAMP FLUORESCENT SURFACE (2) 32W T8 120 COLUMBIA SM24-232-FSA12-EPU
; SURFACE MODUTAR, W/ACRYLIC LENS PROVIDE WITH EM BALLAST WHERE INDICATED IN PLAN E N G I N EE R ) N G ;
B COMPACT FLUORESCENT OPEN RECESSED (1 )26WTf 120 PRESCOLITE IBX261CAT-SBH-T06 5737 W 6TH AVE .
�owN �i� HT LAKEWOOD , CO 80214
" X LED EXIT SIGN , THERMOPLASl1C HOUSING UNIVERSAL INTEGRAL LED 120 DUAL-LITE LXU (R/G)WE PHONE 3O3 421 -3208
COLOR PER LOCAL JURISDICTION � �
' a < Y EMERGENCY LIGHTING UNIT SURFACE INTEGRAL HACOGEN 120 DUAL-LITE L72 FAX �303� 421 -3209
,
, . .t;
ELECTRICAL LEGEND & ABBREVIATIONS o�`�'a � REMGA�s
. . .. ... ,�
. . . . � � . . � . � � . . . � . . � � � . � . � . . . . . . . . . . . . . . . . . . . . . Q� e • �� "�7•• � .
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SECURITY SYSTE��I ONE-LINE DIAGRAM g4 3�631 �•
G E N E R A L N O T E S T E N A N T � I N I S H � DOOR CONTACT ,a MOTOR 3o TRANSFORMER (#=KVA) �o,q0 �
� CCN MONITOR � NON-FUSED DISCONNECT SWITCH � POTENTIAL TRANSFORMER �FS's9°
� . ALL CONDUCTORS SHALL BE COPPER AND THWN INSULATION . MC CABLE IS 13 . NEW BRANCH CIRCUIT BREAKERS SHALL MATCH THE MANUFACTURER OF THE �� TE�EVisioNcaMERa �-' FUSEDDISCONNECTSWITCH -�- cuRRENTTRa,NSFORMER
ACCEPTABLE WHERE ALLOWED BY THE CODE . PANELBOARD . Mp p a COMBINATION MAGNETIC MOTOR �� DISCONNECT SWITCH A�G Z � �� � Q
� MOTION DETECTOR � STARTERIFUSED DISCONNECT SWITCH TE
2 . ALL WIRE SHALL BE #12 UN �ESS OTHERWISE NOTED . 14. NEW FIRE ALARM DEVICES ARE TO MATCH EXISTING DEVICES ( I . E . . DETECTION STYLE -�- FusE
, cR CARD READER D d MAGNETIC MOTOR STARTER WITH
AND MANUFACTURER) . CONNECT USING MANUFACTURER S RECOMMENDED CABLING; ovER�oA�s --��- FusE� oiscoNNECTSwiTCH
3 . CONDUIT FITTINGS SHALL BE SUITABLE FOR USE WITH CONDUIT USED . ALL FIRE ALARM CABLING SHALL BE RED . FIRE ALARM SHOP DRAWINGS, IF ■ cARDACCESS & sECUP,ITY ^ aTT : rHesE M ,aTeRia � s ARe owNeo allo
s � MAGNETIC CONTACTOR -<E- -�}- DRAW OUT CIRCUIT BREAKER COPYRIGHTED BY DENIS MILLER CONSULTING
4• PROVIDE NEW PANELBOARD DIRECTORIES TO REFLECT CIRCUITING CHANGES. REQUIRED , SHALL BE PROVIDED UNDER A DEFERRED SUBMITTAL. 000RPOSiTioNCONrF,cT er,c�r,eeRS, INC (DMCE) ANDCONTAINTECHNICAL,
SCHEDULES WILL BE TYPED AND INSERTED IN P �ASTIC PROTECTORS ON INSIDE OF T �-- ciRCUiTSREaKER oES�cN, ANDCONFIDENTIALINfORMATIONWHICHARE
15 . LABEL AL� EXISTING PANELBOARDS JMPACTED BY THIS PROJECT USING PHENOLIC O THERMOSTAT rRAOesecResrASOEFiNEOevsrar �nw. ncessro
NURSE CALL THESE MATERIALS IS GIVEN ONLY TO APPROVED
DOOR. NAMEPLATES ATTACHED WITH METAL SCREWS IF NAMEPLATES ARE NOT PRESENT. ATS AUTOMATICTRANSFERSWITCH � AUTOMATICTRANSFERSWITCH CONTRACTORS`ANDMATERIALMENANDONLYFORUSE
�"O SINGLE PATIENT STATIDN IN THE BIDDING AND CONSTRUCTION OF THE PROJECT
PROVIDE SPACE FILLERS IN ANY SPACE. � METER DEPICTED BY THESE MATERIALS. ANY USE OF THIS
5 • ALL DEVICES SHALL BE FLUSH MOUNTED UNLESS NOTED OTHERWISE. CONCEAL ALL � iNFORrnATioN FoR PuRPOSe` sevoNO THOSe
DOUBLE PATIENT STA7ION EXPRESSLY PERMITTED BY OMCE IS A VIOLATION OF
CONDUIT IN NEW WALLS. USE WIREMO�D RACEWAY IF CONCEALING CONDUIT IS NOT 16 . REFER TO ARCHITECTURAL PLANS FOR DETAILS CONCERNING EXACT LOCATIONS AND Z �- cROUNo
STATE AND FEDERAL LAW AND MAY SUBJECT THE USER
PRACTICAL. CONFIRM ALL SURFACE RUNS WITH ARCHITECT PRIOR TO ROUGH - IN . MOUNTING HEIGHTS FOR DEVICES. -+� STAFFSTATION - ro c � v � � AND CRIMINAL PENALTIES .
6 • USE P - TOUCH TAPE OR KROY TYPE LABELS BLACK ON C�EAR FOR NORMAL AND +0 ouTYSTaTioN
� GENERATOR
RED ON CLEAR FOR EMERGENCY) ON ALL DEVICES OUTSIDE OF COVER PLATE TO 17 GROUND BUS, M ON MATCH BASE BUILDING. GLOADE �C�NTERS AA E "NO WALLOW DPER -i-0 MASTERSraTioN ;-; EQUiPrnENTENC�osuRE
DESIGNATE CIRCUITRY. ALL J- BOXES SHALL BE CLEARLY MARKED . DISTRIBUTION / RACEWAY -
18 . EXISTING DISTRI � UTION INFORMATION TAKEN FROM OWNER PROVIDED DRAWINGS . °B CoDES�uESTaTioN � sERVicEwEATHERHEAo
�• DEVICE FACEPLATE COLOR SHALL BE AS SELECTED BY ARCHITECT. CONTRACTOR TO VERIFY ALL PANELS, BREAKERS, FEEDERS, AND CIRCUITS PRIOR TO .�.� � �isTRiauTioN Pa,NE�eoAR� �_
EMERGENCY STATION SHORT CIRCUIT CURRENT
START OF PROJECT AND NOTIFY ENGINEER OF ANY DISCREPANCIES . PB Pu�� coRO - u�HTiN� PANE�BOaR� 1S0 AVAILABLEATPOINTINDICATED
$• ALL RECEPTACLES SHALL BE MOUNTED AT THE SAME HEIGHT AND ORIENTATION AS PusHeurroN � p vo�TMETER
RECEPTACLES IN THE SURROUNDING AREA. IN THE ABSENCE OF ANY SURROUNDING � g . ALL OUTLET ROUGH - INS TO BE APPROVED IN ELECTRIC BOX WALK- THRU WITH WALL MOUNTED DOMELIGHT T TRarvsFORMER
AREA RECEPTACLES, MOUNT AT 18 ABOVE FINISHED F�OOR WITH A VERTICAL ARCHITECT, CONSTRUCTION MANAGER AND TENANT PRIOR TO CONDUIT PLACEMENT. � rvo. iN�icATesNO. oFSrnnoNS TE�EPHONESACKSOARa O AMMETER U
ORIENTATION WITH GROUND ON TOP . IF HORIZONTAL MOUNT GROUND ON LEFT.
CEILING MOUNTED DOI� E LIGHT EXPOSED CONDUIT vs VOLTMETER SELECTOR SWITCH z
20 . BACK TO BACK RECEPTACLES ARE TO BE OFFSET BY 1 FOOT OR A MINIMUM OF ONE � rvo. iNOicATesNO. oFSTAnoNs
9 • ALL SWITCHES SHALL BE MOUNTED AT THE SAME HEIGHT AS SWITCHES IN THE WALL STUD . coN�u �TCONCEa�EO �N AS AMMETERSELECTORSWITCH
+QQ ELAPSE TIME CLOCK '''-� WALL OR CEILING �
SURROUNDING AREA. IN THE ABSENCE OF ANY SURROUNDING AREA SWITCHES, �
MOUNT AT 42" ABOVE FINISHED FLOOR . 21 . WHERE MORE THAN ONE DEVICE ON THE SAME CIRCUIT IS SHOWN AS GFI , ONLY ONE NSS TRANSIENTVOLTAGESURGE
CLOSEST T0 THE HOME RUN NEED BE AN ACTUAL GFI DEVICE. PROVIDE GFI -�-� TIMECLOCKREMOTECONTROL �, - � coNauircorvcEA�E� �N suPRESSOR W -
FLOOR OR UNDERGROUND
10 . BACKBOXES SHALL BE CAST OR STEEL OF A CLASS AND SIZE TO SATISFY THE PROTECTION LABELING ON ALL RECEPTACLES DOWNSTREAM OF GFI DEVICE. wA�� DEVICES �F�� GROUNDFAULTINTERRUPTOR � � �
CONDITIONS AT EACH LOCATION . -� RACEWAYTURNEDTOWARD � � (n o
i- aQ OUTLET BOX VIEWER O FEEDER SCHEDULE Q � � O
22 , ALL CONDUITS TO BE CONCEALED WHENEVER POSSIBLE . ANY SURFACE RUN TO BE p JUNCTIONORPULLBOK -� Ra,cEwavTURniE� AwaYFROM
11 . NEW SWITCHES SHALL BE RATED 20A, 120 277 VOLTS AC, SPECIFICATION GRADE , APPROVED BY ARCHITECT PRIOR TO ROUGH - IN .
� VIEWER -II- CONTACTS � W O
QUIET OPERATION , COLOR BY ARCHITECT. � SURFACE METAL RACEJVAY --� CAPPED CONDUIT � � � Z U
-�C1- OVERLOAD PROTECTION
� DUPLEX RECEPTACLE �ITD 18"AFF, UON. --► BRANCH CIRCUIT HOMERUN � W � �••� �
12• ALL RECEPTAC�ES SHAL.L BE NEMA 5 - 20R , GFI RECEPTACLES SHALL BE c = c�ocK; GF1 = GR0UNDFAULT �
SPECIFICATION GRADE AND HAVE TEST/RESET FEATURES. PATIENT CARE AREAS nvrERRUPrirv� f G��u"_ iNOicArES #� 2a,wccoN�ucTORS ABBREVIATIONS \ �.jJ O �
MUST BE HOSPITAL GRADE WITH FULL INSULATED COPPER GROUND CONDUCTOR . ' � PH' PH = PHASECONDUCTOR, �� °O
� TWO DUPLEX RECEPTtiCLES IN TWO � A AMPERES
OFFICES, CORRIDORS AND KITCHENS SHALL BE SPECIFICATION GRADE . COLOR BY �arv� Box c = �R O U N�, N = N E U T R A L, t v o Ac aaovE couNTER r�> 0 � �
ARCHITECT. ` AFF ABOVE FINISHED FLOOR � v Q � �
MARKS INDICATES 2#12&1 #12G-112 C.
° � CONVENIENCE RECEP-ACLE, SPLIT M
' WIRED -�--�-�-{-+- CABLE TRAY AFG ABOVE FINISHED GRADE �/ cA M
ANN ANNUNCIATOR � W LL `-
� FLOOR MOUNTED DUPLEX LIGHTING ATS AUTOMATIC TRANSFER SWITCH � W ao
RECEPTACLE C CONDUIT
� � O � � �
� FLOOR MOUNTED TWODUPLEX O DOWNLIGHT CAN CABLE TELEVISION � O �I �- � o
RECEPTACLES G WALLWASHER CB CIRCUIT BREAKER Q ' ^ O n/ z �
„ -� SPECIAL PURPOSE REGEPTACLE, CCN CLOSED CIRCUIT TELEVISION U I..1� _ . .
CONFIGURATION NOTED Qa ADJUSTABLE DOWNUGHT E EXISTING O � U m � O
EC EMPTY CONDUIT �
� F L O O R M O U N T E D S P E C I A L P U R P O S E � WALL MOUNTED CAN FIXTURE E M E M E R G E N C Y � � � O � _
RECEPTACLE EP EXPLOSION PROOF � � �
� TELEPHONE OUTLET MrD 18"AFF, UON. 1 GANG BOX WITH � WALL MQUNTED FLUORESCENT FIXTURE EPO EMERGENCY POWER OFF � Q
, SINGLE GANG TRIM RING WITH 1 "C TO ABOVE ACCESSIBLE EWC ELECTRIC WATER COOLER W �
CEILING. INSTALL CON)UIT UP T012" ABOVE ACCESSIBLE � � � LIGHTING TRACK FA FIRE ALARM
CEILING WITH 90 DEGR=E SWEEP AND PULL STRING. FACP FIRE ALARM CONTROL PANEL
FLUORESCENT FIXTURE �
SHORT CIRCUIT SCHEDULE � G GROUND �
' Based on Bussman Point to Point Method � FLOOR MOUNTED TELEPHONE OUTLET. 1 GANG BOX WITH �-� FLUORESCENT STRIP LIGHT GFI GROUND FAULT INTERRUPTOR �
SINGLE GANG TRIM RIPIG WITH 1 C TO ABOVE ACCESSIBLE IG ISOLATED GROUND ,
Isc = Isc Available x M CEILING. INSTALL COt�DUIT UP T012" ABOVE ACCESSIBLE � � IS� SHORT CIRCUIT CURRENT
SHADING INDICATES FIXTURE TO
M = 1 /(1 +fl CEILING WITH 90 DEGFEE SWEEP AND PULL STRING. BE PROVIDED WITH EMERGENCY HOA HAND(OFF/AUTOMATIC
Where f = 1 . 732 x L x (sc Available / C x V , for 3 h circuits p DATA OUTLET MTD 18"AFF, UON. 1 GANG BOX WITH SINGLE GANG � �� BALLAST MAX MAXIMUM
� ) � ) P
f = (2 x L x (sc Available)/(C x V) , for 1 ph Circuits TRIM RING WITH 1 "C TO ABOVE ACCESSIBLE CEILING MCB MAIN CIRCUIT BREAKER
INSTALL CONDUIT UP 1012 ABOVE ACCESSIBLE CEILING � CEILING MOUNTED EXIT SIGN MCC MOTOR CONTROL CENTER
f = (Isc Available x Vprimary x 1 . 732 x (% �)/(100, 000 x kVA) , for 3ph transformers WITH 90 DEGREE SWEEP AND PULL STRING, sHnowc �r,o�cArES FACE�s� MDC MAIN DISTRIBUTION CENTER
ARROW(S) ASINDICATED MIN MINIMUM
f = (Isc Available x Vprimary x (% �)/(100, 000 x kVA), for 1ph transformers M�o MA�tv �u�soN�Y �
L = len th of conductor to the fault � FLOOR MOUNTED DATA OUTLET. 1 GANG BOX WITH SINGLE GANG �} WALL MOUNTED EXIT SIGN � �
NIC NOT IN CONTRACT
9 TRIM RWG WITH 1 "C TO ABOVE ACCESSIBLE CEILING � o a
INSTALL CONDUIT UP 1012" ABOVE ACCESSIBLE CEILING SHADiNG IN�iCATES FaCE(S) NL NIGHT LIGHT E "- �
C = constant for Conductors and Busways in Bussman SPD Handbook times number of parallel runs nRROw�s� ns �r,o�cArEO < Nc NORMALLYCLOSED � � °�
WITH 90 DEGREE SWEEP AND PULL STRING.
Isc Available = Availabie short-circuit current at beginning of circuit � No NORMALLY OPEN �° Q �
L-L Xfmr Xfrnr V C OMBINATI O N TELEP H O N E I D A T A O U T L E T. 1 G A N G B O X W I T H S I N G L E EMERGENCY IIGHTING UNIT NTS NOT TO SCALE °' �' •�
GANG TRIM RING WITH 3/4"C TO ABOVE ACCESSIBLE CEILING � pOLE MOUNTED FIXTURE OC ON CENTER - � � �
Isc Voltage Length (sc Available Rating Imped. INSTALL CONDUIT UP 1012" ABOVE ACCESSIBLE CEILING OFCI OWNER FURNISHED, CONTRACTOR ~' � �
POINT DESCRIPTION SYM AMPS RMS (V) (FEE� SYM AMPS RMS (KVA) (%Z} WITH 90 DEGREE SWEEP AND PULL STRING. O PORCELAIN LAMP HOLDER, KEYIESS INSTALLED
' 1 XCEL XFMR SECONDARY 77100. 0 0 0 0. 0 0 OF01 OWNER FURNISHED, OWNER INSTALLED ------------------ --
� FLOOR MOUNTED CONBINATION TELEPHONEI DATA OUTLET. 1 GANG � BOLLARD TYPE FIXTURE pC PULLCHAIN
2 1600A DISTRIBUl10N 62157. 5 208 50 77100. 0 0 BOX WITH SINGLE GANG TRIM RING WITH 1 1l4"G TO ABOVE
PANEL: BOILER PANEL �E� 3 LODGE DISCONNECT 16408. 7 208 150 62157. 5 0 ACCESSIBLECEILING. WSTALLCONDUITUPT012" ABOVEACCESSIBIE RL RELOCATE
CEILING WITH 90 DEGFEE SWEEP AND PULL STRING. FIRE ALARM RM REMOVE ,
VOLTAGE : 208/ 120 PHASE : 3 WIRE : 4 4 BOILER PANEL 8522. 3 208 40 16408 . 7 0 RMS ROOT MEAN SQUARE '
AIC: 10000 BUS AMPACITY: 100 TERMINATION: 100A ML0 � (�2 SMOKE DETECTOR Sa STANDBY
FLOOR MOUNTED COVIB SDP SUB-DISTRIBUTION PANEL
ENCLOSURE : NEMA1 MOUNTING: SURFACE POWERITELEIDATAOUTLET (� THERMAL DETECTOR SYM SYMMETRICAL
SERVICE CALCULATION 1600A : BOILER � TP TAMPER PROOF
( ) � POWER POLE � �
DUCT MOUNTED SMOKE DETECTOR TYP TYPICAL z
CKT DESCRIPTION LOAD CKT BREAKER CKT BREAKER LOAD DESCRIP110N CKT EXISTING LOAD: 366.6 KW ( 12 M0. DEMAND) PANEL � w
❑R RELAY UON UNLESS OTHERWISE NOTED �
NO VA TYPE P A OPT OPT A P TYPE VA NO ASSUMING 0.9PF: 407.3 KVA � MANUA� PU�� STATION V VOITS o ~ �
1 EXISTING LOAD 0 3 20 20 1 0 EXISTING LOAD 2 LOAD ADDED: 9.0 KVA O PAGING SPEAKER WI WITH a � o
� AUDIBIENISIBLE NOTIFICATION APPLIANCE � a J
3 / 0 / / 20 1 0 EXISl1NG LOAD 4 TOTAL LOAD: 407.3KVA x 125% = 9.OKVA O INTERCOM STATION WIO WITHOUT cn v � �
= 518.2KVA / 1439.4A WP WEATHERPROOF z W o LL
5 / O / / 2 0 1 O E X I S T I N G L O A D 6 � V I S I B L E O N L Y N O T I F I C A T I O N A P P L I A N C E O o �- o
O V O L U M E C O N T R O� X F M R T R A N S F O R M E R
7 EXI S TIN G L OAD 0 3 2 0 2 0 1 0 E X I S T I N G L O A D 8 4 � �
LOAD CALCULATION(400A FEEDER): M M I C R O P H O N E O U T L E r � AUDIBLE ON�Y NOTIFICATION APPIIANCE DETAIL NOTE REFERENCE j o
9 / 0 / / 2 0 1 0 E X I S T I N G L O A D 1 0 0 O w
EXISTING LOAD: 22.5 KW (12 M0. DEMAND)
11 / 0 L / 20 1 L 1274 WORKSHOP/LOFT LIGHTING 12 + Tc TIME CLOCK ;; CEILING MOUNTED REMOTE e MECHANICAL EQUIPMENT REFERENCE �
A S S U M I N G 0.9 P F: 2 5.0 K V A R�
13 EXISTING LOAD 0 1 20 20 1 R 1260 RECEPT WORKBENCH 14 + LOAD ADDED: 9.0 KVA � PUSHBUTTON STATICN INDICAT�NG uGHT
# 15 RECEPT OFFICE 1 1260 R 1 20 20 1 R 720 RECEPT WORKBENCH 16 # TOTAL LOAD: 25.5 KVA x 125%a = 9.0 KVA 100AS 60A 100A �
BELL {j4� WALL MOUNTED REMOTE
# 17 RECEPT OFFICE 2 1260 R 1 20 . 20 1 0 SPARE 18 = 40.2 KVA I 111 .8A R� INDICATwG uGHT
# 19 RECEPT OFFICE 1 & 2 1080 R 1 20 20 1 0 SPARE 2p � BUZZER
# 21 RECEPT WORKBENCH 900 R 1 20 20 1 0 SPARE 22 BOILER PANEL CALCULATION: B-I TELEVISION OUTI.ET OoH E�ECTROMAGNETIC DOOR HO�D OPEN
# 23 RECEPT WORKBENCH 900 R 1 20 20 1 0 SPARE 2q. EXISTING LOAD: 9,960 VA EXISTING 400A GUTTER O PHOTOELECTRIC CEIL g WATER FLOW SWITCH
LOAD ADDED: 9,OOOVA 3 SWGLE POLE SWITCH - LIGHTED TOGGLE TYPE o a
LOAD SUMMMARY � TAMPER SwiTCH
TOTAL LOAD: 9,960 VA X 1 .25 = 9,000 VA a SUBSCRIPT INDICATES SWITCHING LEG � ¢ T �
CONNECTED DEMAND = 2 1 ,4 5 0 V A 400AF � Z T W O-P O L E S W I T C H - L I G H T E D T O G G L E I Y P E Eo� E N D O F U N E D E V I C E ° CO °
KVA KVA LOAD TYPE FACTOR KVA = 59.6 A 400AF
THREE-WAY SWITCH • LIGHTED TOGGLE TYPE
A PHASE : 2. 3 1 . 3 LIGHTWG (L) 1 . 25 1 . 6 = � 3 �F FIREMEN'sPHONE ,IACK o
B PHASE : 2. 9 7. 4 RECEPTACLE (R) 1 . 00 7. 4 � 4 FOUR-WAY SWITCH -LIGHTED TOGGLE TYPE Fnca FIRE ALARM CONTROL PANEL z
� PILOT LIGHT SWITCH ANN ANNUNCIATOR PANEL
C PHASE : 3. 4 REC (> 10000VA) (R) 0. 50 0. 0 P
TOTAL: 8. 7 0. 0 HVAC (H} 1 . 25 0. 0 . T O C 400 � K KEY OPERATED SWITCH Fa'P FIRE ALARM AUXILIARY PANEL DRAWN BY: ELL
CHECKED BY: AM
a 0. 0 LARGEST MOTOR (M) 1 . 25 0. 0 � os OCCUPANCY SENSOR � SMOKE DAMPER
REMAIN MOTOR (M) 1 . 00 0. 0 2 1600A � THERMAL OVERLOAC� SWITCH ISSUE DATE: 6/21 /2010 '
OA NON-CONTINUOUS (N) 1 . 00 0. 0 DISTRIBUTION 0 � DIMMER SWITCH � FIRE DAMPER
, < O. O KNOWN DEMAND (K) 1 . 00 O. O � Q COMBINATION FIRE/SMOKE DAMPER SHEET N0.
t
TOTAL (KVA) -> 8. 7 9. 0 <- TOTAL (KVA)
25 <- TOTAL (A/PH} E � ■ V
+ NEW LOAD ADDED TO EXISTING CIRCUIT BREAKER. PART IAL O N E � L I N E D IAG RAM
# PROVIDE NEW CIRCUIT BREAKER AS INDICATED. ,�
NO SCALE
JOB # 0039
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GENERAL NOTES : ENGINEERING
1 . ALL NEW LIGHTING SHALL BE CONNECTED TO BOILER PANEL CIRCUIT 12. 5737 W 6TH AVE .
, � LAKEWOOD , CO 80214
2. ALL CIRCUITS SHALL BE HOME RUN TO EXISTING BOILER PANEL. PHONE �303� 42 'I -3ZOS
, � FAX (303) 421 -3209
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��,p0 REG�s
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A � \\ ATT : THESE MATERIALS ARE OWNED AND
\ COPYRIGHTED BY DENIS MILLER CONSULTING
---- \ ENGINEERS, INC (DMCE) AND CONTAIN TECHNICAL,
DESIGN, AND CONFIDENTIAL INFORMATION WHICN ARE
3� TRADE SECREST AS DEFINED BY STAT LAW. ACESS TO
sj X e0� THESE MATERIALS IS GIVEN ONLY TO APPROVED
' '� f CONTRACTORS AN� MATERIAL MEN AND ONLY FOR USE
t B B IN THE BIDDING AND CONSTRUCTION OF THE PROJECT
� B �, DEPICTED BY THESE MATERIALS, ANY USE OF THIS
, � 3 INFORMATION FOR PURPOSE BEYOND THOSE
_�--- '� � 9 STATE AND FEDERAL LAW AND MAY SUBJECOTLTHE US�ER
TO CIVIL AND CRIMINAL PENALTIES .
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CHECKED BY: qM
, ISSUE DATE: 6/21 /2010
,° SHEET N0.
MAIN LEVEL POWER PLAN MAIN LEVEL LIGHTING PLAN LOFT LEVEL LIGHTING PLAN
1 „ _ , „ 2 „ _ , „ 3 „ _ ,. „ E2 . o
SCALE: 1 /4 - 1 -0 SCALE: 1 /4 - 1 -0 SCALE : 1 /4 - 1 0
JOB # 0039