00-1236-004 ,
U U UI
Lai TO THE BEST OF MY ABILITY AND KNOWLEDGE
3-1/0 THW IN THIS BUILDING APPEARS T4 F;E IN-COMP!_a.ONCE
-- 2" COND. WITH THE SFBC AND:'.-'4NDICA.DPE_D kEQ:IIREMENTS
/ ELECT. FOR LIVING AREA. -
60 A. ELECTRICAL PANEL SCHEDULE
1 DISC. BREAKER
\\ PHASE (�) PANEL CIRC. C.B W'R C. VOLT DESCRIPTION WATT NOTES
60 INTRUSION AND BURGLAR NOTES, CHAPTER 36
/
FUSED I AMPS CI-2 20 #12 1/2" 120 GENERAL LIGHTING 480 160SF X 3W/SF I.ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING
• 0 60A 3 20 #12 1/2" 120 GFI 1500 A FORCE OF 300 LBS,APPLIED IN ANY MOVABLE DIRECTION AND N
ACCORDANCE UURE61STANCE STANDARDS SET FORTH N METRO BC.
0 2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO aE
/4 ATE DESCRIPTION HY
3 " TOTAL:640W KEY OPERATED FROM EXTERIOR WA MINIMUM OF 6000 POSSIBLE KEY
CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED
2 0 Carl - 198OW /240 = 8 AMPS aol_r INSERTS.
O �° o WP PROVIDE 60 AMPS PANEL
3. SINGLE,SWINGING,EXTERIOR DOORS, IF WOOD SHALL BE SOLID CORE OR
0 FINISH GRADE NOT LESS THAN 16/8' THIGiC
._._ WP
2 �` ELECTRICAL RISER BOND TO /4'OP SWAT R PIPE
1 1 AND FOOTING REINF. CONCRETE
wo N COMPRESSIVE STRENGHT OF CONCRETEAT 213 DAYS
\ / SLAB ON FILL 250OP51
ALL OTHER CONCRETE 3000PS1
MAXIMUM SIRE AGGREGATE 3/4'
TILE FIN15H 5'_0' MAXIMUM PERMISSIBLE SLUMP 5'
REINFORCING STEEL
SHALL CONFORM t0 ASTM A-615 G=RADE 60
TILE FINISH FABRICATED ACCORDING TO THE MANUAL
OF STANDARD PRACTICEFOR DETAILING � �!ti
a�
/ MIRROR CONTINUOUS REINFORCING CONCRETE STRUCTURE LAP
® ®� SOA 24'X48' GON7INUOUS TOP.
0 CLEAR COVER FOR REINFORCING r?
SCALEI 1/4 s 1'-0' MEN
•
\ / cA BARB V. BEAMS AND COLUMNS: 11/2' ;� '
\ / SLABS 3/4' ;
FORMED FACE IN CONTACT W/EARTH 2' r"
UNFORMED FACES 3'
AI�1 SCHEDULE �;, r N r REINFORCED BARS CONFORMING TO ASTM A-615 `
FAN NO. EF- 1 acousrlcALLY INSULATED I - - GRADE 60
BERYED TOILET HEAVY GAUGE GALV. I EXH. DUCT UP '-6' '-8' EXCEPT COLUMNS TIES TO BE GRADE 40
>� L STEEL HOUSING TO ROOF CAP CO o
LOGAI/� ���
ION GE iL INCA �� � 1. Unless otherwise noted (u.o.n.) on Plana or in the Specifications, the
following General Structural Notes shall apply to this Project.
� CFM �o� WHITE FINISHED INTEGRAL ALUM. �� OSE '
�� GRILLE :� BACKDRAFT DAMPER / \ 5155 - 2. If any errors or omissions appear on the Plans. Specifications or other
TYPE DRIVE DiF:ECT � / `� documents, the Contractor shall notify the Engineer in writing of such
►,,q / omissions or errors prior to proceeding with any work which appears in
Al f= (RATING •ICJ TYf=1C,4L 5,4THIROOM ELEV. question. In the event of the Contractor's failure to give such notice,
I` //�1 CEILING LINE— WOMEN 1/4' = 1'_0' he shall be held responsible for tha results of any such errors or r
ELECTRIC CHARAGT. 1201-60 / omissions and the cost of rectifji:,g the same.
MANUFACTURER NUTONE/QT 150 MOUNTING_BRAKETS (AS REQ'D) \ _— 3. Do not conceal any work until req id information is recorded. All
/ locations for future connections or ,:-ins shall be left unburied and
uncovered until the Engineer record l e information.
a 4. Wind Loads.
See Cai'cs. attached
CONNEC TO Ill
SANITARY SEWER
CEILING EXH. FAN DETAIL
VWATER N - TENSIV�V _ L. U M 9 0 L.,AN a� i
DATE, 0 D
a;a�r
�► 27
SCALEi i/4' = 1'-0'
IT 71 D
PRQ1
10'-0' )T,1OBC '
na wnw.on�.o.
a
1 WALKWAY For each 3000 sq•f o reach of 75'.
travel distance 5'above the floor
Top not to exceed
• mat � s�cr-ryc�N
matErxlora
/ MEN
O
10'-01 w
BIOS np , a w �►
4V1 4
0
3 41-01 41-01 AN
WALKWAY a '�. I
Cn
.�� 1.- O
E-�
- I HANDICAP MINIMUM REQUIREMENTS:
MOP i ' iF
s I C _ _ tfitl8,tt �.tCt . m 'x7 "ad�rorbloo>Ip x
6 o > TOMSTAS.t. "x "miln m �•�1kVa y=d=tit }
WC)M B T OR. �I e I I 0 WAIN CL98i 'SEAT 19*0 2C'ArF.F. ��•
17'AFF.ELOMIE—FL VALID W APR � A
cLAVAT Y UAXIMUtl TO BOTTOM 28'MWO TO� i �C
CONTROL VALVE LEVER lffli t
4' CONC.SLAB 1116'x6'-10110
1 �, B kM ON MECH.C01'1PACTED FIL RKO RS$TtfBE TO COMPLY IF Rau O
70IN D�r� IN FMOTEAM
I 1114011 MAXIMUM WA.F.F.'TO 86M Z
61-41 I I GPM BAR 33'LiAXl�IUM TOTQP 1Vr0AM 1�
Q ° WKS LWIMUMWA.F.F, w �
10'-0' , I a I I o DAiPCl ®FOUNYAlA3 'TATQFUI'
O I I � �IAlCMUM 4(r01.
I I INDICATES LOCATION OF I/2" DIA. ANCHOR t�GOI TOOTAW VW= =6WM
Q I I BOLTS.
r L——————————,J ROOF TRUSSES MUST BE IN LINE WITH ANCHOR 0 4'LJ�A�ii'FLOMMCE APPL 70 AU
_ BOLTS. WN BY
3 s JAIL
of
16'x24' LONG,FTC. CHECKED F,'Y +
W/215 DIA.5AR3 CONT. HB
cd 43 hours bdom you dip DATE
a:
09.2.900
PROJECT NO.
OO-0:72
CD " j ' '` `,�' l,li t�a``'b� " ' j DRAWING
C> R � �� N � � N U��` L.AA {j, � ;1I� �• Its the L wl 1
�► ;„ Iqh al 1-800-432-
4770
% /G aurr.�.ar cad d r�r�
SCALE, 1/4' = 1'-0'
SCALES 1/4' = 1'-Q'
N+
CY/6�'
516 f