HomeMy WebLinkAbout97-18740
A N DEER-1 S 0 S IREE T I L__i +�.
A
! - :_ __T
E I ST. 2" METER
Q0 Q 7
1 D
ST. 2" GATEVALVE
Dr'I FORSAFE__C�__ �-�;�,v
C T Tj� F I
P EJ v '' � C
D G.
IS BALL
FIELD
- Wl
T E E I NTO
0 TROOM
.-OCATE RES
X T —Apo" Z EXISV ING THIS LOCATION
\, E ISTING
WATER L I NE DBL CHECKVAL'VE �FOR
L
SAW CUT AND
(BEFORE DBL. CHECKV LV SPRINK\LER SYSTEM
SP H A L T
,NAL-i
EPAR
R-T T EC'_DD 5 E
1 ' "j
KE: D E _T
c�
rLI I rls A�L I BALL VALVE
110
-SAIN & C N METER BOX DOVVE INTO
'EXI S_
tj� i c 0�T.
T L 4 PVCISCH 40\
L
's L T NE/
AAL
TA T qFWPP T - NI T n EX T � T K/I 14 ni!
A D 1 '--P V_Q To [_�,W�\j BY
_(SCH 40) RE AIR ALL DAMAGE_S! �SOD,_-, 1 NIC
E F Y
NE
ON :RESIDENTIAL PROPE
N! r I 6__lR T VAH ADD UNQ.G-D R-G-ROUND
A` .1 EX I S]F. ASPI-IAL"
5 o" ELE(,�-A_ - I I � E DUIT( p v Cl
\E, I DE,\�CE
T \ '\\ \\ `• C� \ \ �': .'\`' \ \ \ !BARK 0;
MEDIUM BROOM FINISH —
/2" RADIUS 4-
15- X I S T./�_—, H T
POI E
t\L\A cKD
\ \ \ f ,
00
/\\/\\//\\\ :. \\ \ � \\/� _ -- N
4 } \ _E -� - `� \` \ i
EX I ST. UNJG.
\;�\%�\%�\%�\ j�\\/%�\\/\�/�%\\\�` \\%\\/' ELECTRICITY
EX I ST B BRE A R
2" SAND BASE #3 REBAR 18" O.C. B.W. P)� L
PLAY
�L_—�
T 0S D E WA KGROUND
I G H�Tl
E XI�T EA L
'Ali
x
--o
C�qRT
FILL CMU'S W/2,000 PSI CONIC` V-t-
P,
SLAB TO BE 8'8" X 12'8"
kjr-\ M-) SPECIFIED DI [DL_LA�.lvlt_\
MIN.OF 6"INTO EXIST.SOIL (6" - [THICK) LIGHT
I BROOM FINISH r
EXTEND TO WITHIN 41
--bF TOP OF WALL
45' ANGLE
v
41 r.
/\\ I I
20"
2" SAN D BASE
B U T T �J C
D
NO SCALE
SLOPE CONC.TO FLOOR
DRAIN FROM 4 WALLS
J�,JTO BEAM
___#4 BARS, 12" 1
24-90, O.C.(PER MFG. RECOMMENDATIONS)
TO ASSURE SEWER LINE
�,C 0 N TR
DOES NOT DISTURB STEEL IN BEAM
'�\��r k_�e//�r /4 #5 R�BARS W//#3 TIES,(916"O.C.
T
A
(CONT.
x
x
6 M I L P 0 LY SHEETING
ER ALL S FOOTING AREAS
—UNDER �LAB//
#3 REBAR 12" 0. C. B.W.
0 30 60 9
S T I
L A B 0 N A wmmmli i
SCALE IN FEET
i� I I i r
ll 0 2 x x 2 0, 3 0
36" x 20"-- 18 Is 20,J)
'T
u
J L - L
0
CL)
)4
X
tx.
1A
o
(c)
0) <
I
�j
C j
CC
A
4
WALL DETP3I1. A
5' Turning Diameter � I
r--
---�� Plumbing Chase
A-1`� �^ I
310-6/8 door
I - 310-6/8 door �J
-B
P L I' V I F'17 Place Building on Select Fill
Compacted to 95% Density
Tv,o No 5 Eta• G a'e 60, Cont.
16' 7.00"
18.00'.
5.00" 2x4 Treated
�n r
�_5' 0.00"�; '
--6' 8.00" Rigid Insul
5.00" WALL DETAIL D
I 0' 6.00"
I
1' 0 0a"
510,00
ENI T
3/4" High Tensil Coil Rod Bolt for Attaching
the Roof Structure to the V'Jall Panels... Two Per Panel
Place No. 3 Rebar 2" From The Top And Btm.
Then space No. 3 Bars 16" on center.
(Horizonal Reinforcement from Top to Etm.)
No. 4 Bar At 12" Centers
(Vertical Reinforcement)
Top of Wall Panel
Rigid Insulation
3• No. 7 Grade 60 Ears Cont. �/ /� /�
With No. 3 Stirrupr: TM1t% A I t/+ at 9" on Conter i 1 1ALL MM"r A I L
No. 4 Bar At 4" Center To Center
In Short Direction &
No. 4 Bar At 6" Center To Center
In Long Direction When Bars
Are Removed For Blockouts, Place Thoes
Bars In The Short Direction Between The 3116" by 2" Plate V.Jith Dayton P52 Stud For
Existinn 4" Centers Connection To Each Concrete Panel at Three
i
12 00"
ROOF DETAIL E1
T I i G
riLJ ROOF DETAIL A
'G00,
Locations On Ensh Will Section -Top, Middle,
And Bottom. A 114" by 1 3/4" Flat Ear is Then UVJcIded
Between Each 3/16" Plain to Form a Solid
Connection Between Will Panels.
Metal Roof Sections-"U" Panel
30 # Roofing Felt as Vinufactured by h'CI Building Systems
Galy. Drip Edge 3" by 6"
Coneretr� Roof Section
Treated 2x4 Attached to Concrete Roof Sections
As a Base For the f-"etal Roof
!te Wall
FRP BD (Kemlit^ Glasbord-P "Surfaseal"
.09" Nominal Thickness with Embossed Finish)
Applied over 112" CDX Plr,r!ood on All Interior
Surfaces
WALL DETAIL A
Grade 60 P.eb^r on 16" Centers Horizontal
P-52 SL Anchor
9116" by 5 1/2" long
Minufoctured by Dayton Superior
a. 4 Grade 60 Rebar on 12" Centers Verticle
FRP BD (Kemlite Glasbord-P "Surfaseal"
.09" Nominal Thickness with Embossed Finish)
Applied over 1/2" CDX Plywood on All Interior
Surfaces
Treated 2x4 At
to the Wall wit
VvIALL DETAIL 6
Concrete Roof Section
ROOF DETAIL Q
ate Wall
:rete Floor
LEVJ .I C-C.
Ridge Cap
!tsl Roof
4
i00 E. Lincoln Drive, Scoiisoale, Ari/z-"U---na 85,25%3 NITS
0"I-0000-525-2666 / Fox602-990-'6/10 JUNIE �o. 1997
Y�.
71
M
M
{
5' Turning Diameter
0' 3.00" --
1' 6.00"
42.00"
3/0-6/8 door
�-- —14' 6.00"
PLAN VIEW
Dimensions
- 0' 5.00" 1
8' 2.00"
PLAN VIEW
Pressure Plumbing
------------
F2
� F3
�
F4
F5 F 1
PLAN VIEW
Fixtures
PP1 Water into Building by others
PP2 Pressure Regulator with Strainer
PP3 Cut -Off Valves
PP4 Type, L Copper- For Connection to
Lavatory and Toilet
F1 Bradley Stainless Steel Lavatory
Model 6101 with Bradley
Model No. 9075 Metering Faucet:
F 7 2 Bradley Toilet Paper Holder
Model 523-32 (two roll)
F'3 Toliet-Vitreous China, Low Consumption
Reverse Trap, Siphon Action -Kohler Model K4329
Concealed "Sloan" Flush Valve Model 611
F4 Bradley 42" by 1 1 /2" Stainless Steel
Grab Bar with Concealed Fastener
Model No. 812-4-042-Total of 2
F5 Bradley Surface Mounted Towei Dispenser /
Waste Receptacle Mod. No. 2252-11
E4 ' '
�E:1 �
\ E2
PLAN VIEW
Electrical
Soil Box
P1 2" PVC Sch, 40 DVVV from Lavatory
to 4" Discharge Line
P2 4" PVC DIA/V Sch. 40 V'laste Line
(cast below concrete floor)
P3 Vent with Clean Out
P4 4" Floor Drain (slope floor to drain)
P5 Connection to Discharge Line (by others)
E1 Kenall Model 7140 Fluorescent
Lighting Fixture for High
Abuse Areas
E2 Kenall Model 9051 Photocell Switch
Located in a Isolated Area of the Building
E3 100 Amp Disconnect 12 Breaker
E4 Exterior Lighting-Kenall Nliodel 5200
35 Wati. High Pressure Sodium
E5 1 1/2" Gray PVC Schedule 40 Below Slab
(power into disconnect)
E6 1 /2" Flexible Conduit with 12 Ga. Wire
GE-NERAL NOTES:
1. ALL CONCRETE SHALL HAVE A MIX DESIGN OF 5000 PSI
WITH A MINIMUM OF 5 SACKS OF STANDARD
TYPE 1 CEMENT.
2. ALL REINFORCING BARS SHALL BE CLEAN, NEW AND FREE
OF DIRT, RUST, OR OIL AND SHALL MEET OR EXCEED
THE REQUIREDMENTS OF ASTM A-615M, GRADE 60.
3. WELDED WIRE FABRIC SHALL BE CLEAN, NEW AND FREE
OF DIRT, RUST, OR OIL AND SHALL MEET OR EXCEED
THE REQUIREMENTS OF ASTM A-185.
4. LAP REBARS AT ALL SPLICES A MINIMUM OF 36 BAR 'DIAME=TE� RS.
5. ALL REINFORCING SHALL BE SET AND TIED, ALL CONCRETE
SHALL_ BE PLACED, FINISHED, AND CURED PER AC1 318-83
SPE-CIFICATION.; AND PER ALL SAFETY PROVISIONS OF
OSHA.
Manufacturer reserves the right to substitute fixtures when supple and
demand cause an unnecessary delay. Fixtures must me of equc11
quality and must be approved by building purchaser.
Note Specifications for Additional Information
100 G. Lincoln Dri��e, Scotts��le, A,ri-_o��a 85253 .rune i G, i oo�
-b0 2 .. 0 0 b 0 p: 01
- 00" (D. S
1 .
1 .
1 .
k
1 .
1