HomeMy WebLinkAboutBuilding Plansi
50'-0" OUT TO OUT BUILDING
3'-0" 8" 48'-8" 8" 3'-0"
INDICATES #5 IN
GONG. FILLED CELL
BUILDING LINE "
5HP CARWASH EQUIPEMENT THIS AREA
_ COMP 3/4" HOSE BIB REFER TO BUILDING PLUMBING/ELECTRICAL PLANS
24" ABOVE FLOOR
u CJ O
W
BUMPER
o POST
I J
—(1) OF (4) 6 SQUARE �L
o CONCRETE FILLED, STEEL
BUMPER POSTS, 36"
° ABOVE FIN. GRADE
4 (SEE DETAIL BELOW)
O Z.
EXIT ENTRANCE
DESIGN CRITERIA:
BUILDING ROOF DEAD LOAD
24
p.s.f.
LIVE LOAD
30
p.S.f.
BUILDING FLOOR LIVE LOAD
100
p.s.f
WIND LOAD
35.7
p.s.f.
UPLIFT (NET)
44
p.s.f.
SOIL BEARING (MINIMUM)
2,000
p.s.f.
SOIL PLASTICITY INDEX LESS
THAN 35
STANDARD PROCTOR DENSITY
95%
WINDLOAD SHALL COMPLY WITH
ACE 7
(OR LATEST EDITION)
FOUNDATION
BACK-FILUNG AGAINST FOUNDATION WALLS SHALL NOT BE PERMITTED UNTIL
THE FLOORS THEY SUPPORT HAVE BEEN COMPLETELY INSTALLED UNLESS
OTHERWISE APPROVED BY THE OWNER.
ALL COLUMN FOOTINGS SHALL BE CENTERED UNDER COLUMN CENTER-
LINES UNLESS OTHERWSE NOTED AND SHALL BE MINIMUM OF 24" X
24" X 12
ALL EXTERIOR MASONRY WALLS SHALL BE CONCRETE BLOCK AND FILLED
SOLID WTH CONCRETE BELOW GRADE.
ALL FOOTING DOWELS TO BE SAME SIZE, MEMBER, AND GRADE AS VERT.
REINFORCEMENT.
ALL FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOIL OR COMPACTED FILL
TO 95% MOD. PROCTOR DENSITY AS VERIFIED BY SOILS ENGINEERS TESTING.
MIN BEARING CAPACITY SHALL BE 2500 PSE
o 2" SLOPE _ 38" x 38" FIBERGLASS, 2 L FE
REINFORCING BAR LAP SPLICES SHALL BE MIN. 30 BAR DIAMETERS. NO SPLICES
N SUMP �— WILL BE PERMITTED EXCEPT WHERE SHOWN ON DIAGRAMS.
¢� SUMP (SEE DTL. ON DWG.# CW-S) ALL HORIZONTAL FOOTING AND TIE BEAM WALL BARS SHALL BE BENT AND
LAPPED AROUND ALL CORNERS.
o
I
6" CL SUMP COIN/TOKEN
BOX COORDINATE
BEND INTO TIE BEAM,
15" MINIMUM
#5- REBAR VERTICAL
'.
"A" BLOCK
"
°A" BLOCK
STANDARD BLOCK
ALL SPLICES SMALL
LAP IO BAR DIA.
"A• BLOCK
FILL CORE SOLID MTM
zSOU PSI PEA ROCK
CONCRETE MINIMUM
A° BLOCK
STANDARD BLOCK
BEND INTO FOOTNG
1R" MINIMUM
TYPICAL FILLED CELL
DETAIL
N.TS.
BEND INTO BE BEAM
(LAP 30 BAR DIAMETERS)
gS- ftEBAR VERTICAL
"0" BLOCK,
°A" BLOCK
°C BLOCK 0 WALL ENDS & OPEN'GS
a" BLOCK
ALL SPLICES SHALL
LAP 30 BAR DIA.
@00O3 RAYON 004E "
CH. 1R C.R.R.C.
PERMI= IN SINGLE STORY
FILL CORE SOLID W H
z500 PH PEA ROCK '0" BLOCK
PART OF BUIIDINO ONLY. WT10UT
SPECIAL INWINOOR
CONCRETE MINIMUM
"A" BLOCK
"A" BLOCK
'C" BLOCK • WALL ENDS & OPEN'GS
DOWEL INTO FOOTING
(LAP 30 BAR DIAMETERS).
DOUBLE A-0 BLOCK
DETAIL N.T.S.
LOCATION SITE
POST
PLAN
DOOR SCHEDULE
FACE
❑..---FACE OF BUMPER POST
f
MARK
QUANTITY
MATERIAL
ROOM
SIZE
FINISH
THRESHOLD
REMARKS
ALIGN WITH MASONRY OPENING (TYP)
D1
2
HM (stl)
Outside Storage
3'-0" x T-0" x 1 3/4"
Match Wall
None
HM w/door Icloser "D rated hinges, ,Deadbolt,
lockset, Inver type handles
- o
11' 6". MINIMUMBOX&
BUILDING LINE
8'-2" 1'-4" 8'-2„ 1. 4„ 8, 2" 1, 4., 8'-2"
OPENING
OPENING ABOVE OPENING ABOVE OPENING ABOVE OPENING ABOVE HARDI-PLANK SMOOTH
3'-D" 6'_8" 36'-8" : 6'-8 FINISH. 6' FIBER CEMENT /U TILITY.ROOM
STORAGE
SIDING OVER 3/4" P.T.
FLOOR PLAN FURRING STRIPS #5 VERT IN CONIC FILLED
N
1/4" = 1'-0" 1x2 PT. #5 VERY IN CONIC FILLED CELL, SEE IO °
FOR LOCATION
FURRING CELL, SEE PLAN 8" CONC. BLOCK
!, FOR LOCATIONS. W/CONC. FILLED CELLS
(1) OF (4) 6" SQUARE- OUR-O-WALL" DUR-O-WALL BLOCK CARWASH BAY
CONCRETE FILLED, STEEL REINFORCING AT EVERY REINFORCING E EVERY
GENERAL NOTES: CONCRETE: HIGH LIFT GROUTING PROCEDURE: BUMPER POSTS x 5'-6' HIG� OTHER COURSE (VERT)
OTHER COURSE (VERT)
y r 36" ABOVE FIN. GRADE;
GENERAL PROJECT NOTES, FINISH TO BE GUN METAL I 1/2" EXPANSION JOINT MATERIAL 1/2" EXPANSION JOINT MATERIAL
SECURELY TIE VERTICAL REINFORCING BARS IN GELS OF MASONRY UNITS GRAY
IN (LATEST EDITION) CONCRETE SHALL STANDARD FLORIDA BUILDING CODE L TES D ) ALL CONCRETE SHALL BE COMPLYING WITH I
i. ALL WOOD IN CONTACT WITH MASONRY OR CO BUILDING CODE S D L ( _. WITH WIRE OR PREMANUFACTURED DEVICES DESIGNED FOR THIS PURPOSE ''.
BE PRESSURE TREATED. ALL ACI BUILDING CODE REQUIREMENTS, OF A MIN. ULTIMATE OMPR- SIVE AS SHOWN ON DRAWINGS. !. - 4' CONC. SLAB W/ 4" CONC. SEA$ W/ " 1/2" EXPANSION JOINT MATERIAL
2. ALL WORK SHALL BE IN FULL, STRICT ACCORDANCE & COMPLIANCE D IGN. 0 : OF = 30 PSF STRENGTH AT 28 DAYS OF 3000 P.S.I., SLUMPSHALL BE3" 4" fd,AX.' CONCRETE POUR SHALL PERFORMED IN A CONTINUOUS POUR LIFTS 6X6, 10/10 W.W.F. 6X6,..10/10 WIW.F.
WITH ALL CODES, REGULATIONS, RESTRICTIONS & GOVERMENT AGENCIES BE ER
HAVING JURISDICTION. NOT. EXCEEDING 4'-0". -_ : - 6" CONC. SLAB W/
'DESIGN WIND SPEED: 110 MPH �''_� „� SLABS TO RE POURED IN ALTERNATE SECTIONS OF NOT THAN. NOT
S.F. r�i
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED `'q A" AND 20' MAXIMUM IN ANY DIRECTION. I CONSOLIDATE GONG. AT TIME OF POUR BY. SODDING WITH A BAR OTHER :� 6X6, 6/6 W.W.F.
NOT SCALE DRAWINGS.
DIMENSIONS. DO 0 CONS SH L NOT EXCEED DESIGN LIVE LOADS. `- THAN THE REINFORCING BAR. THE TOP 2'-0" SHOULD BE RERODDED AT 5 1/2
4. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH DOGS
' THE TIME OF PLACING THE NEXT LIFT.
& SCOPE OF WORK, PRIOR TO COMMENCING WORK. ALL DIMENSIONS STRUCTURAL STEEL AND MISCELLANEOUS IRON - ASTM A-36 i ;i. JOINTS. TION I �� " S SHOWN ON PLANS' INSTALL CONSTRU �, d' CONTRACTOR SHALL A
STOPPED FOR 7 HOUR OR LONGER BETWEEN
y r
WHEN POURING IS TO BE ft
BE NOTIFIED VERIFIED &THE ARCHITECTSHALL
SHALL BE FIELDFIN GRADE `
PRIOR START OF WORK, OF ANY ERRORS OR DISCREPENCIES MACHINE BOLTS - ASTM A 307 � z LIFTS, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING I � ALL SLABS ON EARTH SHALL BE REINFORCED WITH 6x6 6/6 WWM THE POUR 1 1/2" BELOW THE TOP OF THE UPPERMOST UNIT. 6 MIL VISQUEEN 6 MIL VISQUEEN
BETWEEN PREPARED RDWGSEPLACE
&FIELD CONDITIONS. I -
5. CONTRACTOR SHALL REPLACE&/OR REFINISH TO ORIGINAL OR ALL REINFORCING BARS SHALL BE NEW BILLET STEEL, DEHORMED TYPE ". ', � I VAPOR BARRIER "" VAPOR BARRIER
BETTER CONDITION, ANY DAMAGED LANDSCAPING & ALL BLDG GRADE60 AND SHALL COMPLY WITH ALL ACI CODE REQUIREMENTS-
w ALL EXPOSED CONCRETE ! "
SURFACES ADJACENT TO ANY NEW WORK. THEY SHALL BE FIELD WIRED IN PLACE - OWNERS REQUIREMENTS. SHALL BE AIR ENTRAINED CONFORMIN TO I MASONRY: Fi6" X 18" X 36 6" 4" SAND CUSHION; _°„�,;.. 4" SAND CUSHION
6. OCCUPANCY GROUP "G DIVISION "1". -- - . I N
CONCRETE POUR -"
SURL"' ® ..F. TO BE 'r "�R ; MASONRY WORK SHALL CONFORM TO THE LATEST BUILDING CODE CD 6" O E LONG VERT
„ ro
7. CONTRUCTION TYPE V, UNPROTECTED, PER ASCE 7-93 �. DESIGN ALLOWABLE SOIN INFER BEARING ALL FORMWORK AND I?LACEMENT OF CONCRETE SHALL COMPLY WITH REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS '�'�+ 6" HOOK @'EACH #5 VERT
8. AREA OF BLDG. IS 997.48 SQ.FT. VERIFIED BY A SOILS ENGINEER AS REWIRED. s.: GOOD CONSTRUCTION. PRACTICES AND BE IN ACCORDANCE WITH ALL Q
9. OCCUPNCY LOAD = 3 (DRIVE-THRU CARWASH) ALL SOILS SHALL HAVE 95%(MIN.) COMPACTION PER MODIFIED PROCTOR. FOR MASONRY 'STRUCTURES. #5 DOWEL 30" LONG W/
10EXISTING SOIL HAS BEEN DETERMINED TO HAVE A BEARING
LOCAL GOVERNING CODES AND REGULATIONS. 5° 5" 2 #5 BARS CONY,
CAPACITY OF 2,500 P.S.I. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND COlJ}ff'NS ON I MORTAR FOR SHALL BE TYPE M OR - 3' fL_ 6' HOOK EACH #5 VEST
11. MINIM FLOOR SLAB ELEVATION +1'-6" ABV. CROWN OF .=x*'" DETERMINE .SIZE AND LOCATION OF MECHANICAL EQUIP. AND M°KE I` 3, '4` _ N
THE JOB SITE PRIOR TO CONSTRUCTION. PROVISIONS FOR BOLTS, SLEEVES, PADS, ETC. FROM MANUFAC(URERS.
D - PLA OR VA _ GROUT SHALL FINE GROUT WHEN GROUTING CELLS OF HOLLOW MASONRY
CERTIFIED DRAWINGS. -
LAN FINISH LOOS TAKES LANCE NC PEDESTRIAN PROTECTION SHALL BE PROVIDED DURING CONSTRUCTION TO UNITS WITH OR WITHOUT VERTICAL REINFORCING
12. THESE PLANS ARE IN COMPLIANCE NTH SECTION 1606 OF THIS WORK SHALL BE COORDINATED WITH THE TRADES INVOLVED. 2 #5 BARS. CONY.
THE STANDARD BUILDING CODE; (1997 EDITION) & ASSOCIATED COMPLY WITH LOCAL AND FEDERAL CODES AND OSHA
ALL MASONRY WALLS SHALL HAVE GALVANIZED HORIZONTAL
LOCAL AMENDMENTS FOR THE 110 M.P.H. WIND ZONE REINFORCING OF LADDER TYPE 3/16" SIDE RODS AND #9 GAGE
CROSS RODS SPACED 16" ON CENTER. VERTICALLY. (DUR-O-WALL PONT.) 20" 20"
-. - ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON BUMPER POST DETAIL
HEAD, BED (FACE SHELL) AND WEBS.. 1/2" = 1'-0"
SECTION SE T ION C
CW-1 SCALE: 3/4" - 1' 0" CWm1 SCALE::3/4„
50'-8" 0/0 CONCRETE FOUNDATION
4" 50'-0" 0/0 MASONRY 4" HARDI-PLANK SMOOTH #5.. VERT IN CONS. FILLED
j FINISH. 6" FIBER CEMENT -h .TOP OF SILL 2'-8" CELL SEE PLAN
2 #SS IN FURRING NG STRIPS 4" P.T. I \OR LOCATIONS
8"x8' N.C.K0BLOCK sc
.4 CELLS #5 VERT IN CONC FILLED FINISH
BLOCK W/ 1 #5 CONT. . 6" FIBER CEMENT
: (TYP) I , � -... CELL, SEE. PLAN - I `{ HARDI-PLANK SMOOTH
FOR LOCATIONS SIDING OVER 3/4 P.T.
o ❑ C7 C7O C7 • Cr7C7 [a El C7C7 E]m El E I El El C7C] E7 ❑
o------ —-------— ------- =--�o
8" CONIC BLOCK FURRING
STRIPS
W/CONC. FILLED CELLS O o I 1/2" SLOPE ACROSS DOOR OP'NG REITNFORCNG ATE VOERY
OTHER COURSE (VERT)
".� I I 2 #5's-1N CONCRETE FOOTING „I
POURED CELLS SEE DETAILS 1/2 STEP 1/2" EXPANSION JOINT MATERIAL ( PRECAST CONC POLYDRAIN 1/2" EXPANSION JOINT MATERIAL
(TYP)
#5 BARS X 24" LONG
a oa Q —� ❑ LINE. UP FACE AT B24"A ON CENTER 6 6X C06 6 W W P W / 6" CONIC SLAB W/. 5'-0" WHERE SHOWN
0 0E7 E7. E]p 1110 Elm E]E] �� E]ID - ElE7 I OF BUNPER ACROSS DOOR OP'NG I 1• 6, 6X6. 6/6 W.W.F.
s.. O I- -- — POST KING " CONIC. RAM W/
m ❑ POSTS 6 P
❑ ❑ I (TYP) 6x6, 6/6 WWF 1 1/2"
Ly
NOTE
(CN w �j I
m �(1) OF (4) 6" SQUARE p SLAB AREA OF CARWASH BLDG m • /6/
TO BE TREATED FOR TERMITES \ /�
❑ CONCRETE FILLED, STEEL �' W/PROOF OF TREATMENT FURNISHED \ \\id 1 /\\/\\/ ;: .; 6 MIL VISQUEEN \ �\ 6 MIL QUEEft
w BUMPER POSTS, 36" �I �. �' TO BLDG DEPARTMENT PRIOR TO ( I /\/�\/�\ /\//j\ 8� \ VAPOR BARRIER �x VAPOR BARRIER i/// j \/ s►��I�V A�
r `~`I I I ABOVE FIN. GRADE CERTIFICATION OF OCCUPANCY x �\ �\\\ x "
w Of"I Fcr tt
z N SEE DET. DWG CW-1
3 I I ( )" I I 3 / 3 `4" SA HION 4" SAND CUSHION �I cwro�:
\ I~I /� \� #5 DOWEL 30" LONG W/ #5. DOWEL 30" LONG W/ �� � 3 •r(J ' `C40
o cw-1 6 CONC. SLAB W 6" CONC SLAB W 2,. SLOPE 2 • 1 • , \/ # # /` • �• N c•
2 SLOPE / / 6" HOOK OEACH 5 VERT :6" HOOK EACH 5 VERT
m _ 6X6, 6/6 W'W.F: 6X6. 6/6 W.W.F. T� 0 GRATE o 'K AI
I 'oI TO GRATE
/ 5 BARS CONT. �/ n App DiQpF�''
CDz N
LL CONCRETE FOOTING I I \\ \�/\\\ /#5 BARS CONY. 2 #/y`10
SEE DETAILS w w I I 20" 20 : AC
N oS T. L IE COUNTY.$
C C
o J 3 SECTION 4 S E�wEDFOR G mSIO.,
N Z/
_ 8" X 18" POURED 8"Xi6'' POURED
❑ CONIC.. COLUMN GONG. COLUMN I. El
W/4-#5'S VERT. " W/4-#5'S VERT ❑ - - .. P 4" V SCALE 3 - 0"
LAN
o I � cw-1 / cw-1 s 3
v ❑ 8 X76 POURED 8 X D. POURED 8 NC_ POUR D ❑ A`SpECTION FILL BE 0i
o CONIC. COLUMN CONIC. COLUMN CONIC COLUMN ` O I O$NO ST EKEPT
N I❑ -. W/4-05'S VERT. W/4-#5'S VERT. W/4-#5'S V RT. MADE.
L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
N ❑ ^ 0
u> # 8'-2" 1-4^ .OPENING ABOVE 1 4 OPENING ABOVE— 1♦ N
m - POURED CELLS 4 8' 2" 6' " A
,
N ` 7 5's IN OPENNGABOVE. OPENING ABOVE PO RED CELLS ,.x D.F. CONSULTANTS. INC.
m V
48'-0" -4" CIVIL ENGINEER. WILLIAM DUFFEY, P.E.
m ' � 9000 SHERIDAN STREET SUITE 136
PEMBROKE PINES, FLORIDA 33024
INC.TELEPHONE. (954) 431 4846
FOUNDATION PLAN P.E.# 0024433--E.e.# 0007007
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DRAW
R.BROWN
CHECKED
DATE
1- - 1
SCALE
AS NOTED
JOB NO.
01-2524
SHEET
CW1
OF SHEETS
REVISIONS BY
N
0
+27'-6" TOP OF PEAK
+27'-6"
TOP OF PEAK
*
3
STANDING SEAM ROOF
�12
16" C/C
Q 6
STANDING SEAM METAL ROOFING
1 4
-._�p.. _
V-4"
+18'-9" TOP TRUSS
+18'-9"
TOP TRUSS
-
36" SQUARE VENT.W/ BIRDSCREEN
12
.(FOR ATTIC ACCESS)
Q6
i
STANDING SEAM
METAL .ROOFING.
SMOOTH FINISHED STUCCO
(AT GABLE ONLY)
i
.'...
+11'-3" TOP 2 X 10
+11'-3"
TOP 2 X 10'
;i-.:- ....,:•;
+10'-6" BOT 2 X 10
+10'-6"
BOT 2 X 10'
6Y1tPaY1C8
+9'-4"
TOP TIE BEAM
--
+7'-6" TOP OPENING
+7'-6"
G
TOP OPENING
- ---
-----
HARDI PLANK SIDING
--____-
COIN
--
0
23.8 s F.
,BOX
-.
+ 43.5
COIN BOX .-
- -
o
\
-
-. 57.1
---
--- -
218 S.F.
-
3'x7' STL
DR.
+2'-8" TOP SILL
+2'-8"
TOP SILL
6" SQUARE CONC
--
+ 43.5
O
FILLED, STEEL
--
- 57.1 i
-- -..-_... ......
BUMPER POST, 36"
--... -..
3'a, S11e D
ABOVE FIN. GRADE
.. -
(SEE DETAIL DWG CW-1)
._.
�._
._.: _... -- _- --..
---- -""-+0'-0" FINISHED FLR (ORAGE)
+0'-0"
FINISHED FLR (STORAGE)
�✓
ENTRANCE ELEVATION
+2T-fi" TOP OF PEAK
+27'-6" TOP OF PEAK
STANDING SEAM ROOF
414_��
',.
STANDING SEAM METAL ROOFING
16" C/C.
+18'-9' TOP TRUSS
+18'-9" TOP TRUSS
36" SQUARE VENT W/ BIRDSCRE.�:
12
(FOR ATTIC ACCESS)
?j Q6
{
STANDING SEAM
-
METAL ROOFING
SMOOTH FINISHED STUCCO
(AT GABLE ONLY)
ev
+11'-3" TOP X 10
+11'-3"TOP 2 X 10--
---- - - - -- - -- -- -__ ---- _ +10'-6" BOT 2 X 10 +10'-6" BOT 2 X 10 6XIt
--------- --- -- -- ---- -- 4-0„
4'-0' - - —__ -._.-_ --- -- - ------ _ - - _— _ ___ __ - +9' 4" TOP TIE BEAM
' +7'-6" TOP OPENING - -- -
-- - .-_- ------------------�------- ------ L. �: �---- ��----- _.._-- ......---- _..___ _- ---- � -- _ HARDI.PLANK SIDING
i
_.._------ ._-_.- - - - -------- -- -- ---. -- .. ----- - -- --- -_ 3' 571
-- — -- -- - +2'-8" TOP SILL -: - — --
— +0' 0' FIN \
+0'-0" FINISHED FLR (STORAGE) h (SHED FLR (STORAGE)
-0'-5 1/2' BAYFF
S
T
U
RIGHT SIDE ELEVATION EXIT ELEVATION E m4 ) FpR BU1LDp1�
FATED
SLOPED ROOFING SPEC. oR o spp o,
DELCOA INDUSTRIES, INC. IlYSpECTr � E PTp
1950 NORTHWEST 18th STREET
POMPANO BEACH, FLORIDA
33069
PHONE: 1 800 375 6382
DSL PANEL SYSTEM
D.F. CONSULTANTS. INC.
DADE CITY P/A '00-0118.01 ®
CIVIL ENGINEER: WILLIAM DUFFEY, P.E.
9000 SHERIDAN STREET SUITE 136
PEMBROKE PINES, FLORIDA 33024
INC. TELEPHONE: (954) 431-4846
P.E.# 0024433 - E.B.# 0007007
DFRIAViMN
R.BROWN
CHECKED
DATE
01-05- 1
SCALE
AS NOTED
JOB NO.
01-2524
SHEEP
CW2
OF SHEETS
0
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0
0
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0
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N
M
SLOPED ROOFING SPEC.
DELCOA INDUSTRIES, INC.
1950 NORTHWEST 18th STREET
POMPANO BEACH, FLORIDA
33069
PHONE: 1 800375 6382
GENERAL
A. PREFORMED, PREFINISHED METAL ROOF.'G & FLASH'G.
B. MISC. TRIM, FLASH'G, CLOSURES and ACCESSORIES.
C. SEALANTS.
D. FASTENING DEVICES.
USE THESE REFERENCES:
ASTM A 446-85
ASTM A 525-86
ASTM A-792-86
ASTM B 209
ASTM B-370
ALUMINUM ASSOCIATION
SMACNA-ARCHITECTURAL SHEET METAL MANUAL
INSTALLATION:
INSTALLING CONTRACTOR SHALL SUBMIT DETAILED.'DWGS
SHOWING LAYOUT OF PANELS, ANCHORING !:DETAILS, JOINT
DETAILS, TRIM, FLASHING and ACCESSORIES. SHOW .DETAILS
of WEATHERPROOFING, TERMINATIONS and PENETRATIONS
of METAL WORK.
INSTALLING CONTRACTOR SHALL SUBMIT A I SAMPLE OF EA.
TYPE OF ROOF PANEL, COMPLETE W/ FACTORY FINISH.
INSTALLING CONTRACTOR SHALL SUBMIT CALCULATIONS
W/ FL. LIC. P.E. SEAL, VERIFYING ROOF PANEL and ATTACH-
MENT METHOD RESISTS WIND PRESSURE IMPOSED ON IT
PURSUANT TO SBCCL
PREFQRMED METAL ROOFING:
1WW\�"" STANDING METAL SEAMS 0 16" O/C
HI/ TWOA(2E)LSTIFFENING RIBS EVENLY
SPACED WITH IN EA, PANEL
PANELS AND SEAMS SHALL BE ROLL FORMED
IN CONT. LENGTHS FROM PAVE TO RIDGE.
CLIPS ARE TO BE SPACED AS NEEDED TO
MEET LOCAL UPLIFT REQUIREMENTS BUT NOT
TO EXCEED24 INCHES ON CENTER.
PANELS TO BE INSTALLED OVER SOLID
PLYWOOD SHEATHING.
FASTENERS:
MIN. #8 WAFER HEAD TYPE SCREWS COMPATIBLE
W/ THE MATERIAL BEING USED, CONCEALED
AT .ALL TIMES. IF AN EXPOSED FASTENER
MUST BE USED, IT CAN ONLY BE A #44 POP
RIVET OF THE SAME (OR COMPATIBLE)
MATERIAL
FELTING:
30# UNPERFORATED ASPHALT SATURATED
ROOFING FELT (TIN TAGGED 12" O/C IN THE FIELD
and 6" @ THE EDGES)
uwta "
([") APA 23/32" 42/20 (EXP-1)
PLYWOOD SHEATHING
2" x 8" SUB FASCIA
/I
17
0
C
1
r
7/7777
N
O
I
2'-4„
0
SIMPSON TRUSS ANCHOR
ETA 12 W/TSS
NAILING 5-10d x 1 1/2"
4' 0" 50'-0" UPUFT (133) 615
58' 0" J
ROOF FRAMING PLAN
SCALE: 1 /4"=1'-0„
2 x 10" FASCIA
DROPPED +26'-6" TOP OF PEAK
GABLE END -
TRUSS
+11'-8" BOTTOM TRUSS
+9'-4" TOP TIE BEAM
+7'-6" TOP OPENING
+2'-8" TOP SILL
BEAM SCHEDULE NOTES
1. SCHEDULED HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF
BEAM UNLESS NOTED OTHERWISE. STIRRUPS SHALL BE TYPE S-6 &
HOOPS SHALL BE TYPE T-2 YYPICAL CRSI BAR BENDS UNLESS NOTED
OTHERWISE.
2. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS
WITH TOP BARS FROM ADJACENT BEAMS.
3. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB SHALL
BE POURED PRIOR TO PLACING OF BLOCK BELOW.
4. ALL TIE BEAM REINFORCING SHALL BE CONTINUOUS THRU TIE BEAMS
ONLY. ALL SPLICES TO BE MINIMUM OF THIRTY SIX(36) BAR DIAMETERS.
5. ALL TIE BEAM TOP REINFORCING SHALL EXTEND INTO SPAN OF ANY
ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM.
6. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW AND DOOR HEAD
(28" MAXIMUM) TO FIT BLOCK WORK. ADD #5- REBAR FOR EACH 8" DROP
AND BRING UP TO TIE BEAM'; WITH A MINIMUM 6" OVERLAP (FOR BEARING)
7. TIE BEAM SCHEDULED DEPTHS ARE MINIMUM AND MAY BE INCREASED
(8") MAXIMUM) TO FIT BLOCK WORK., (OR SEE NOTE #6)
8. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6"
MINIMUM INTO SUPPORT. UNLESS NOTED OTHERWISE.
9. MARK "C" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES
THATREINFORCING SHALL, BE:CONTINUOUS THRU THESE TWO BEAMS.
S-1 S-2 S-3
S-1 S-1 -2 -2 S-
' BAR (EN)) 'E F
AR BAR
TOP BA TOP BAF TOP BAR
BOTTOM BAR I 1BOTTOM BAR BOTTOM BAR
HOOPS or-STIRRU 13" MIN. HOOPS or STIRRUPS
SPACED FROM I { ( SPACED FROM
SUPPORT FACE A SUPPORT FACE AS
SCHEDULED. SCHEDULED.
o-
CONCRETE LINTEL
o_
W/ 2 #4
o.
00
o - o
SEALANT WITH
BACKER ROD
THRESHHOLD BELOW
GROUT SOLID
SEE WALL SECTION FOR TYPICAL
PAINTED HOLLOW
WALL CONSTRUCTION
METAL FRAME
7'-0" STL DOOR
1
15/16"
2 1/8"
15/16"
6
r
N
1
N
`b 5/8
PTD. H.M.FRAME WITH
2"
/16,... 3 ANCHORS' PER JAMB
3
3'-4" MASONRY OPENING
LINE OF MASONRY OPENING
V
12
2
DOOR
FF UkME DETAILS
6
-� J -V
SECTION A- ASECTI ON A- A
+11'-8" BOTTOM TRUSS
+10'-3' TOP OF FASCIA
J
ST LtTXEVIE C
'
Dvm i1 ED FOB C DEG 7p
E � LIgNC
EC
OR 2vo08
T
III
SC�BE
$E OJOI
+0'-0" FINISH FLOOR
REVISIONS BY
U
DRAWN
RRROWN
CHECKED
DATE
01-05-01
SCALE
JOB NO.
01-2524
SHEET
CW3
OF SHEETS
C.01.4.-Ati-t5216V1AT-.'NCDI NN.Y AM
REVISIONS I BY
�g
�a
N
a 1 1/2" DIG PVC WATER, 40 PSI FROM SALES
z o BUILDING (SEE SITE PLAN)
0 0 0 (2) 1" PVC
m FOR WATER 1/2" UG DRAIN LINE
SOFTENERS TO FLOOR DRAIN FROM r
BACKFLOW PREVENTOR
I I
1�---------- — — — — — — — ---�2 CW--ilr--1„" CW
30" \ AIRI TO ;F1/2 D UNIT UNIT RECLAIM III i CW
/2"
COMP. I T.P 3" PVCSS SS 0 TO FD FEBCO #825Y AGO
p FLOOR 0 T.P REDUCED PRESSURE
-DR N PUMP Ir JO WASH BACKFLOW PREVENTOR
5 HP. AIR (Typ STATION CONTROL
COMP, 4" VTR
W/ cc. UI
1
2" PVCLTO RECLAIM
1" PVCCrO RECLAIM 3/4" HOSE BIB
18" CHARCOAL FILTER TANK rn I 24" ABOVE FLOOR
W/STORAGE TANK ABOVE PEW
FLOOR DR IN I
38"SQ. FR '
d 1/2" TYPE "K" o PRECAST POLYDRAIN
o COPPER AIR LINE AT ENTRANCE AND
z srue UP FOR EXIT TO CARWASH
AIR DRYER I o
® SEE SHEET CW-1
EXIT _ _ _ 3 DIA PVC SL 1/8"/FT TO FD I, 3" DIA VC SL 1/8"/FT TO FD _ _ _ FOR DETAIL
O - 3" DIA PVC FROM FLOOR
� DRAIN IN CARWASH o
SLOPE 1/4" PER FOOT
z C.O. TO TANK Q
� o
I
2" Dia PVC SUCTION
47 El LINE FROM RECLAIM wl
TANK TO RECLAIMI I 1
UNIT NI
II
I I
F JAND'I
1" Dia PVC OZONRETURN TO RECL M
TANK FROM RECLAAIM
3" DIA VENT AND 2"DIA PENT UNIT
VENT RISER -� VENT 0SER
II - II
II I I 4:' DIA FROM
SAND TRAP AT
IF T== CAMWA5H BAY
co II I p II II CO
- - n OOj
4" DIA PV
4" DIA PVC
I�---- I II II II II
I-----_ —_J II II II II
750 GAL. GAS/OIL/SAND J
INTERCEPTOR
3000 Gi -D/W FIBERGLASS
L RECLAIM TANK
ARWASH PLUMBING DI ANI
ENTRANCE
4m
PLUMBING FIXTURE SCHEDULE:
❑F FLOOR DRAIN
'JOSAM" SERIES "A-,.5".TOP FOR 3" PIPE
3" PVC P-TRAP W/ 1/2"STRAP PRIMER
PIPING CONNECTION SCHEDULE:
DESCRIPTION
VENT
SOIL OR WASTE 'i
COLD WATER
HOT WATER
FLOOR DRAINS
- 19/2
2"
--
--
PLUMBING NOTES:
1 NO JOINTS IN COPPER PIPING BELOW CONCRETE SLAB
THE CONTRACTOR SHALL CHECK THE SITE AND YARD PIPING PLAN FOR
DISCREPANCIES TO THIS PLAN. CONTRACTOR TO NOTIFY THE ENGINEER
OF RECORD OF ALL DISCREPANCIES,
2. INSTALL AN INSULATING SLEEVE FOR ALL COPPER LINES WHERE PIPING
PROJECTS THROUGH CONCRETE FLOOR SLAB.
3. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH ALL NATIONAL
AND LOCAL CODES:
4. PIPING ARRANGEMENT. SHOWN IS DIAGRAMMATIC, INDICATING SIZES
NECESSARY CONNECTIONS AND EQUIPMENT. SEE CARWASH MANUFACTURER'S.
DRAWINGS FOR ACTUAL DIMENSIONS..
PIPING SPECIFICATIONS`.
SERVICE.
PIPING
FITTINGS
VALVES
ABOVE GROUND WATER LINES
COPPER TUBE TYPE L
COPPER TUBE TYPE
L
S.E. BRZ, 125# SWP
UNDERGROUND WATER LWES
COPPER TUBE TYPE K,
COPPER TUBE TYPE
K,
S.E. BRZ, 125# SWP
SOFT TEMPER, 250 PSI MAX.
SOLDER FITTINGS -
SILVER SOLDER
AIR LINES
COPPER TUBE TYPE K,
COPPER TUBE TYPE
K,
S.E. BRZ, 125# SWP
SOFT TEMPER, 250-PSI MAX.
SOLDER FITTINGS -
SILVER SOLDER
SEWER & VENT LINES
STD PVC SOIL, B & S
STD PVC SOIL B &
S
SCALE: 1/4' = 1'-0"
NOTES:
d) TOP OF TANK ELEVATION TO SET AT 3'-0" MIN.
BELOW FINISH GRADE.
- 2) ALL: MANHOLES TO BE SET I 1/Z" ABOVE (WADE,
3) 3000 GALLON UNDERGROUND WASH
WATER RECLAIM TANK CONSTRUCTED
IN ACORDANCE WITH UNDERWRITERS
SPEC. No. 513 AND CORROSION
!
PROTECTION SPEC No 1746.
5PECIFICATION57
- 3000 GALLON FIBERQLA55 CLAD PLY5TEELTANK
(STEEL WITH FIBERGLASS COMPOSITE) BUILT TO
ILL 50 & UL 1746 SPECIFICATIONS BY METAL
PRODUCTS, INC. 113 TOTAL BOULEVARD
ALACUA, FLO21DA
2'x2"x2" GRATING ..MOB II I
1.-CONSTRUCTION OF INTq.RCEPTQR:. PEMCO #107 42"DIA
Eggq� A F/
"vn.lu
I
i.11■
�..tllttl
iz' MaNHOLE w/covER :SHALL BE AS PER S F B.C. S CTION 4612.3 WATERTIGHT 5TP 36. DI G
2. DESIGN INTERCEPTOR FLOW TRAFFIC BEARING G.C. TO POUR GONG. 6" CONCRETE SLAB MANHOLE (TYP.) RISERMANW(
a" Dia PVC RIM EL AT GRADE (SEE PAVING, 'RATE = 112.7 GPM USE 435 MANHOLE RING & COVER COLLAR AROUND M.H. RISER (TYP.)
GRADING & DRAINAGE PLAN)(TYP.) ! OR EQUAL (TYP.) CLEAN OUT COVERS LOCATED IN —
_ GRASSED AREA (TYP.) . _ —
GRADE
F Di o PVC SLOPE DN
M TANK ADJUSTMENT BRICKS
TO RECW ADJUS
- POINT PER -
" SAMPLING SM
` "Dia PVC
z 4 Die PVC 4
2'
12' MANHOLE W/COwt
-
`�
m w
4" DIA 45'
�— BERM REQUIREMENTS
o.
CD
PUN VIEW
TOP INLET a" Dia PVC'—
4" Dia VENT
4" Dia PVC
_
4' Dia 45' ELL
-
IN BAFFLE
4
z
o
3" Dia
TO SANITARY SEWER
CLEANOUT —
-
PVC VENT - —
- — -
— - - -
H
4" Dia PVC FROM
z
WE
WA ER
JO
4
4" Dia PVC
4" X 4" X 4" 4'.Die PVC SLOPE ON
FRP
2'
CARWASH RECLAIM
,
C
O°TEE
45' TEE FOR
CLEAN OUT
6"
N
y
_�
1/2"TANK
4' Dia PVC
C Dia PVC SLOPE ON
m .
_
4'X 47 Xa"
TO RECLAIM TANK
3,_4,
-
/
iy
45' TEE FOR
45
a
CLEAN OUT,
jF
0
:E
ILL
m
SECTION
NOTE.,
7'-D' X 3'.-
"
-a
110 GALLON FLOOR DRAIN
ZTO
BE PRESSURE TESTED
CARWASH FLOOR DRAIN DETAIL
-GAS OIL
INTERCEPTOR DETAIL
a
SAND TRAP
N.T.S...
vNO
SCALE
-
CONTRACTOR
0 INSTALL 750 GALLON GAS/OIL
s
SEPARATOR U
IT TO !MEET COUNTY HEALTH AND BUILDING
STANDARDS
S ECIFICATIONS SHOP DRAWINGS TO BE SUBMITTED
TO BOTH DEP
S. FOR APPROVAL, AND FORWARD TO ENGINEER
OF RECORD.
I ! '
N
m
III
N
m
4" DIA FRiJM
5A D1�` TRAP AT
CARWA5H BAY
CLEAN OUT AT GRADE
�6" CONCRETE SLAB
V Z
2" DIA VENT LINE
5EE SITE PLAN
2" DIA PVC SUCTION LINE
TO RECLAIM 5YSTEM AT 4" DIA' TO
CARWASH BAY
GREASE I TERCEPTOR
Z
K RELEASE MANHOLE STEEL BAFFLE BY TANK 4" "Y' FITTING 5EE. SITE PLAN
COVER. - FURN & INSTALL SUPPLIER (TYPICAL) FURN & I115TALLED
BY TANK SUPPLIER (TYP.) BY TANK SUPPLIER
(CLAY AND BAILEY MFG.
CO. PART No 1607)
3/16" PLY5TEEL WITH
FIBERQLA55 CLADDING.
SEE DRAWING CW-7 FOR TANK NOTES AND DETAILS
sr Lj c c0
ft�ISED L1�,
3000 GAL DEW STEEL RECLAIM TANK A wEDgyRc L " isroN E
N.T.S. PL
OR �Ila1 ptil, T Tg
IILBEbfAD
® D.F. CONSULTANTS, INC.
CIVIL ENGINEER: WILLIAM DUFFEY, P.E.
9000 SHERIDAN STREET SUITE 136
PEMBROKE PINES, FLORIDA 33024
INC. TELEPHONE: (954) 431-4846
P.E.# 0024433 - E.B.# 0007007
DRAWN
R.BROWN
CHECKED
DATE
01-05-01
SCALE
AS NOTED
JOB NO.
01-2524
SHEET
CW4
OF SHEETS
�m
N
Li
LIGHTING PLAN
SCALE: 1/4• = 1'-0-
BELL BOX RECESSED
IN BLOCK TO FLOOR
TREADLE — 3/4" PVC FROM SENSOR TO'J-2 -
1"PVC TO J-2 W/ W/18#16 & GROUND FROM SIGN
7 #16 AND GRID TO TO 'TREADLE TO SENSOR #1 TO
E ES
LIGHT FIXTURE SCHEDULE: .(FLUOR. FIXTURES SHALL BE. ENERGY SAVING TYPE)
MARK
DESCRIPTION
MANUFACTURER
CATALOG No.
LAMPS
REMARKS
LP
WALL MOUNTED
METAL HALIDE
LSI
EG175 MH—MT—
WHT
ONE 175W METAL
HALIDE
SUITABLE FOR WET LOCATIONS, CAST ALUM, HOUSING,
RUBBER GASKETING SEALS, BAKED ON ENAMEL WHITE FINISH
L2
SURFACE MOUNTED
4" X 4' FLUORESCENT
LITHONIA
ALC240
2-40W
ALUMINUM HOUSING
J-2 UNDERCARRIAGE SENSOR #2 TO J-2 W/2 S NSO CABL
SENSOR #1 ;s;. BELL BOX RECESSED IN WALL AT 24'AF.F. CW-20
18"A.F.F. T F:-
5 HP COMP AIR CW.1,3,5 „ COND. TO
FOOD MART
2 BELL BOXES FOR LIGHTING
..w . HOME RUN TO JO CW78 PUMP J2 FEED FROM JO CONTACTOR 3
RECESSED IN WALL U
STATION -
- I CABINET 9A i6THWN.»«,,s-
FEED TO DRYER yw 1—GROUND CHARCOAL RECLAIM H 100AMP AT 84"A.EF. 225A, 3ph
R.O. J WA H PNL CW w
CONTROL BO 3/4" PVC CONDUIT FILTER UNIT 3pph LIGHTING'
UNIT W.7,9,11 CONTROL
/ P / HR12HP P -
DR � � : G W HR 1 i Z' HP ,IA, PUMP
/ 20 MP 3 h
_ CW-8,10 11
BOX 1 h PUMP 1$
CW23 a
❑ 16' 0" ' r -
JOYSTICK CONTROL BOX
CW13,15,17 - ' I 2 1 PVC CONDUIT 40 ATO RECESSED
BELL BOX
CW19,21,23 FROM J-2 TO JO
W/ 22 #16 &
DRYER CONDUITS BLDG GROUND IN #1 — 1/2" PVC CONDUIT TO
RECESSED IN & 32 #16 & GROUND J-2 W/ 10# 16 &GROUND
WALL 120"A.F.F.
3/4" PVC CONDUIT RECESSED Q SENSOR #2 TO J-2 W/2 SENSOR CABLES
TO TREADLE TO SENSOR Al TO
IN WALL FROM J2 TO SIGN /
CABINET W/ 10#16THWN
TERMINAL AT 60"A.F.P. '
W/18#16 & GROUND FROM SIGN
1-1" PVC CONDUIT TO JO CONTROL
.�
3/4" PVC FROM SENSOR TO J-2
ENTRY UNIT IN CASHIER AREA
BLDGL
1-1" PVC CONDUIT TO POS CODED
INSTRUCTICDI SIGN
r
W/ 3/4" PVC TO
ILi
❑ FLOOR TREADLE
J—BOX W/ 11#16 %
i f
3/4',
PVC CONDUIT-�$
JO
i--
TO J-2. /
F 1/2" RIGID GALV.
1"C TO
STEAL CONDUIT
G/W
CASHIER
1"C TO
SIGN S-BOX
IN WALL 18" A.F.F.
12"!,.DIA.
.I
EMERGENCY SHUT OFF SWITCH
15 7"
MTD ON WALL AT 48" ABOVE
WALK LINE
_
ELECTRICAL
E
PLAN
WIRES FROM WASH
BAY TERMINAL BOX CONNECT
,
TO TB6 — 25,26 & 27
SCALE: 1/4" = V-0"
3 - #14 AWG WIRES
RE-1 ROOF VENTILATOR (NO SCALECARWASH
EQUIPMENT NOTES:"ARVIN
WHISPER COOL" (BRAND 22TVGi2) GRAINGER
1. SEE SITE SPECIFIC CARWASH DRAWINGS FOR INSTALLAT ON DETAILS.
STOCK #4C773, WIND POWERED, JEWEL BEARING
SYSTEM, RUST RESISTANT GALVANIZED STEEL
2. PANEL CA WIREWAY, CONDUIT, JUNCTION BOXES AND WIRING
t2725
BUILT—IN BASE, ALUMINUM PAINTED FINISH.
SHALL BE FURNISHED AND INSTALLED `BY ELECTRICAL CONTRACTOR(EC)
UNLESS OTHERWISE NOTED. EC TO MAKE ALL TERMINATIONS TO CARWASH
EQUIPMENT AS REQUIRED. ELECTRICAL BOXES 'AND EQUIPMENTTO
8 PIN RELAY
BE MOUNTED 1/4"(MIN.) FROM WALL3.
E " ENCLOSURE
CARWASH LIGHTS SHALL BE CONTROLLED FROM CASHIER AREA VIA
GENERAL
LECARICAL
NOTES:
6" X
6" x 6" x 6"
LIGHTING CONTACTOR.
4. ALL ELECTRICAL EQUIPMENT IN WASH BAY SHALL BE WATERTIGHT.
1. ALL BRA
UNLESS N.
CH CIRCUITS
TED
SHALL CARRY A'MIN. #12 GROUND CONDUCTOR
THERWISE.
SQUARE D TYPE K CLASS 9001
2, POWER
RING
HALL BE MINIMUM #12 COPPER, SINGLE CONDUCTOR,
PULL T WATERTIGHT CONTROL UNIT.
PULL TO STT TO STOP
600 VOLT,
TYPE'
THWN UNLESS NOTED OTHERWISE. 2 — 14 AWG WIRES
A
4 KN 3
LEGEND CAT # KN-379
3.
ALL WORVQ
SHALIL
WITH NATIONAL ELECTRICAL CODE STATE
CONFORMNEMA
4/4X STAINLESS STEEL
LOCAL ELECTRICAL
CODES AND FLORIDA ENERGY CODE
ENCLOSURE. CAT.# KYSS1.
4.
ALL EQUOMENT
SHALL BE RATED FOR MAXIMUM AVAILABLE VOLTAGE
MAINTAINED PUSH—PULL OPERATOR, -
AND FAULT
CURRENT.
ALL EQUIPMENT SHALL BE UL LISTED.
EMERGENCY SHUT —DOWN P.B.
O
RED KNOB. CAT.# KR9R.
5.
ALL CON
BIT INSIDE
WASH BAY SHALL BE PVC SCHEDULE 40 CONDUIT '
IN FOOD MART CASHIER AREA
NORMALLY CLOSED CONTACT
UNLESS
THER
SE REQUIRED LOCAL CODES; MINIMUM SIZE SHALL
AND CARWASH ENTRANCE
BLOCK. CAT.A KA3.
BE 3/4".II
NOTE: PUSH TO OPEN AND
PULL TO CLOSE CONTACT.
6.
ALL UND;RGRO
ND CONDUIT SHALL BE RIGID GALVANIZED UNLESS
OTHERWISE
NOT�D.
MINIMUM SIZE SHALL BE 3/4".
EMERGENCY CARWASH
SHUT -DOWN
SCHEMATIC
® D.F. CONSULTANTS, INC.
CIVIL ENGINEER WILLIAM DUFFEY, P.E.
t9000 SHERIDAN STREET SUITE 136
PEMBROKE PINES, FLORIDA 33024
(!ING. TELEPHONE: (954) 431-4846
P.E.# 0024433 — E.B.# 0007007
U
DRAWN
R.BROWN
CHECKED
DATE`
01-05- 1
SCALE
AS NOTED
JOB NO.
01-2524
SHEET
CW5
OF SHEETS
1 i I
6" CONCRETE 11
PEA ROCK OR S
BACKFILL, AS PE
TANK MANUFACI
SPECIFICATIONS
3/16" PLYSTE
FIBERGLASS C
6" CONCRETE SLAB-
4" DIA FROM
SAND TRAP AT
CARWASH BAY
PEA ROCK OR SAND
BACOLL, AS PER
TANK MANUFACTURER'S
SPECIFICATIONS
NOTES:
1) TOP OF TANK ELEVATION TO SET AT 3'-0" MIN.
BELOW FINISH GRADE.
2) ALL MANHOLES TO BE SET 1,1/2" ABOVE GRADE.
3) 3000 GALLON UNDERGR UNDIWASH
WATER RECLAIM TANK C NSTIRUCTED
IN ACORDANCE WITH UNDERWRITERS
SPEC. No. 58 AND COR OSION
PROTECTION SPEC No 1 46.
PEMCO #107 42 "dia
WATERTIGHT STII
MANHOLE (TYP.
SPECIFICATIONS:
3000 GALLON FIBERGLASS CLAD PLYSTEEL TANK
(STEEL WITH FIBERGLASS COMPOSITE) BUILT TO
UL 58 & UL 1746 SPECIFICATIONS BY METAL
PRODUCTS, INC. 113 TOTAL BOULEVARD
ALACUA, FLORIDA
CLEAN OUT AT GRADE
36" DIA F/G 6"CONCRETE SLAB
MANWAY
RISER (TYP.)
N
2" DIA VENT LINE
SEE SITE PLAN'
< 2" DIA PVC SUCTION LINE
a TO RECLAIM SYSTEM AT
TYPICAL CARWASH BAY
QUICK RELEASE MANHOLE STEEL BAFFLE BY TANK
COVER FURN &'INSTALL SUPPLIER (TYPICAL)
BY TANK SUPPLIER (TYP.)
(CLAY AND BAILEY MFG.
CO. PART No 1607)
3/16" PLYSTEEL WITH
FIBERGLASS CLADDING
PEA ROCK OR SAND BACKFILL
4" "Y" FITTING
FURN & INSTALLED
BY TANK SUPPLIER I -
- 18'-0" OVER ALL TANK LENGTH CONTINUE WITH A 4'-6" LONG / 750 GAL
GREASE TRAP AT THE END WHEN REQUIRED
Y TYPICAL SINGLE WALL CARWASH RECLAIM TANK PIPING TYP)
f NOT TO SCALE
N
SPECIFICATIONS: PECIFICATIONS:
I - 3000 GALLON FIBERGLASS CLAD PLYSTEEL TANK
T
3000 GALLON FIBERGLASS CL Ad"PLYS EEL TANK
(STEEL WITH FIBERGLASS COMPOSITE) BUILT TO (STEEL WITH FIBERGLASS COMPOSITE) BUILT TO
UL58& UL 1746' UL 58 & UL 1746 SPECIFICATIONS BY METAL
SPECIFCATIONS BY METAL
r PRODUCTS, INC 113 TOTAL BOULEVARD
1 PRODUCTS, INC. 113 TOTAL BOULEVARD
ALACUA, FLORIDA ALACUA, FLORIDA
i6" DIA F/G
LASER (TYP.) TANK SLAB REIN P_S.I. CONCRETE
IANWAY 8" THICK, 3000
FORCED WITH
NUT 51DE FOR 6x6 - W2.9 x 12.9 WWM MATS THROUGHOUT BOLT DOWN, WATER TIGHT MANHOLE, TYP.
. CABLE CLAMPS
CLAMP BOLT AND (1) #5 REBAR AT EDGE (TYP.)
2'-0"
a V-0"
1 5TRAND OF 5/0" HIGH 3/4'
SLOPE 1 1/2" RISE
5TRENGTH, NON -CORROSIVE
5TEEL CABLE
cc
- — — — — 8
2 n5 CONT., TOP —
z_ = & BOTTOM
Z o
;ONCRETE DEADMAN ANCHOR #5 BARS AT 16" O/C 6X6-W2.9xW2.9 WWM MAT
AND TOP OF DEADMAN (5EE DETAIL TH15 SHT.) L 4" 4" 1 - #5 REBAR, CONT. #5 REBAR, LENGTH TO EQUAL 6x6-W2.9xW2.9
„ 12" X 12" X 18'-0" LONG MANHOLE DIAMETER x 2.5 WELDED WIRE MESH
• 12" CONCRETE DEADMAN
(TYP 4 WAYS)
_-DEADMAN EDGE OF SLAB SECTION TYP MANHOLE SECTION (TYP)
TANK ANCHORING DETAIL M _- NOT TO SCALE NOT TO SCALE
__bETAIL_—_-- ) -
NOT TO SCALE No S_,
CALe
4" DIA TO
GREASE INTERCEPTOR'
SEE SITE PLAN
I
ST, LUCK
Cp
L
1 RE vlx TSB
D MW p B pR Co, L4NCEDMSICIN
TE �
J
OR OSIN T O v WII LT pT O
BE RUDE. OB
p
D.F. CONSULTANTS INC
CIVIL ENGINEER: WILLIAM DUFFEY, P.E.
9000 SHERIDAN STREET SUITE 136
PEMBROKE PINES, FLORIDA 33024
NINC. TELEPHONE: (954) 431-4846
P.E.# 0024433 E.B.# 0007007
DRAWN
R.BROWN
CHECKED
DATE
01-05-01
SCALE
AS NOTED
JOB NO.
01_2524
SHEET
CW6
OF SHEETS