HomeMy WebLinkAboutConcrete Pad InfoPI: r[;`' II
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` GENERATOR
O I
PAD
THICKNESS
PAD DIMENSIONS:
CONCRETE PM
GENERATOR
GENERATOR UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
n I MINIMUM WEIGHT
REQUIRED)
-- 54" LENGTH
PLAN VIEW
AMr--RICAST GENERATOR CONCRETE P ".D F�L� �O
4rorti (ON -GRADE APPLICATIONS ONLY) WIND DESIGN REQUIREMENTS
ry
AMERICAST
NnWy,l+it®61To mn
•NAD3E 12 AM&R1GI•
FEO TAXp 921'imoto Ave.LI Pie=% R. 34N250163
5303 Polmnlo vPon Pierta F. 36982
Tel.112=11 9se Pee: n3J66-0So9
ems: ww.c....=a..m..�.. a..�wm36A.boo..
HVHZ OR NON-HVHZ
COUNTY
RISK
EXPOSURE EXP)
RISK
EXPOS URE(EXP
RISK
EXPOSURE EXP
I
C
D
II
C
z D;',.
- III, IV
C D
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47A4 Psf
180 MPH
43.83 Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 P.sT
-180'MPH
43.83 PSP
53,19 Psf
MIAMI-DADE
165 MPH
36.83 Psf
44.69 Psf
175 MPH
41.43 Psf
50.28 Psf
1186 MPH
146.80 Psf
156.80 Psf
ISOMETRIC VIEW
CONCRETE PAD
ROAD MESH
ASTERFIBER 3" MIN
MAC100 --,F-4" MIN
GENERATOR TABLE:
BRAND & MODEL
CAPACITY
WIDTH
LENGTH HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00
i 48.00"
29.00"
387 lbs
54.00 Psf
EXP C 186 MPH & D 180 MPH
Generac 005872 & 005884
14 KW
25.00
48.00"
29.00"
439lbs
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459,6461,6462
16 KW
25.06
48.00"
29.00"
513 lbs
56.80 Psf
GenencOO6721
16 KW
25.00"
48.00"
29.00"
448lbs
56.80 Psf
Generac 005873 & 005885
17 KW
25.00"
48.00"
29.00"
455lbs
56.80 Psf
Generac 005874 & 005886
17 KW
25.00"
48.00"
29.00"
4211bs
56.80 Psf
Generac 005875 & 005887
20 KW
1 25.00"
48.00"
' 29.00"
451 lbs
56.B0 Psf
Generac 006729 & 006730
20 KW
25.00"
48.00"
29.00"
516lbs
56.80 Psf
to
Generac 006551 & 006552
22 KW
25.00"
48.00"
29.00"
526lbs
56.80
Kohler 14RES&20RES
14.20 KW
26.00"
48.00"
29.00"
500lbs
56.80 Psf
GE 40323GE & 40324GE
13 KW
35.00"
39AO "
39.00"
540lbs
49.50 Psf
EXP C 186 MPH & D 170 MPH
GE 04038215KW
15 KW
33.00"
48.00"
30.50"
484 lbs
1 56.80 Psf
UP TO EXPOSURE D 186 MPH
GE 04037817KW
GE 40330GE & 40331GE
17 KW
20 KW
33.00"
33,00"
48.00"
48.OD"
30.50"
30.50"
484lbs
600lbs
56.80 Psf
56.80 Psi
Briggs & Stratton 040243-0
10 KW
31.00"
32.00"
34.00"
430 lbs
56.80 Psf
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00"
31.60"
507 lbs
54.00 Psf
EXP C 186 MPH & D 180 MPH
Brlggs&Stratton 040303-1
15 KW
33.75"
49.00"
31.60"
562 lbs
56.80 Psf
UPTO EXPOSURE D 186 MPH
Briggs& Stratton 040304.1
18 KW
33.75"
49.00"
31.60"
568lbs
56.80 Psf
Brlggs & Stratton D403OS-1
20 KW
33.75 "
49.00"
31.60 "
570lbs
56.80 Psf
16 KW
25.00 "
48.00 "
29.00 "
406 lbs
47.44 Psf
EXP C 186 MPH & D 170 MPH
tGenerac 007038 & 007039
20 KW
25.00"
48.00"
29.00 "
448lbs
47.44 Psf
rierac007042&7043
22 KW
25.00"
48.00"
29.00"
4661bs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
TGENEI�1�
0 I I I (SEE CONCRETE PAD
SCHEDULE FOR
= I = II DIMENSIONS & WEIGHT
REQUIRE4°
I � I
7-32" WIDTH ---� }-54" LENGTH
SIDE NEW
FRONT VIEW
GENERATOR
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
TO GENEW
(SEE GENERATOR SP
THICK GALVANIZED
WASHER& RUBBER
VIBRATION PAD
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH ED N (2014))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Vult - 186 mph
NOMINAL DESIGN WIND SPEED Vasd - 144 mph
RISK CATEGORY - III INTERNAL PRESSURE COEF = N/A
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= 0.85
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 Ib/R2
FORCE COEFFICIENT Cf = 1.44
WIND PRESSURE:
P = qh G Of = 56.80 Ib/ft2 (ASD)
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/8"0 TITEN HD
(6000 PSI
OR EQUIVALENT,
MIN.)
2-3/4" FULL EMBED
O CONCRETE, 3" MIN
EDGE DISTANCE, 6'
MIN. SPACING TO ANY
ADJACENT ANCHOR
NOTES:
1. ANCHOR QUANTITY PER LONG SIDE
2. EMBEDMENT AND EDGE DISTANCE
"EXCLUDES FINISHES, IF
APPLICABLE.
3. ENSURE MINIMUM EDGE DISTANCE
AS: NOTED IN ANCHOR SCHEDULE.
4. ENSURE MINIMUM SPACING TO
ANY ADJACENT ANCHORS.
5. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS TO
INSTALL ANCHORS.
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
3V SIMPSON TITEN HI
SEE ANCHOR SCHEDUL
2"x3"x3/b" GALV. STEEL
WASHER
RUBBER VIBRATION PAD
�- CONCRETE PAD -
6,000 PSI
LIGHTWEIGHT
CONCRETE PAD X CONCRETE MIX
6,000 PSI
LIGHTWEIGHT MASTERFIBER MAC 100 J
CONCRETE MIX & ROAD MESH
NOTES: FOAM CORE
1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2".
2. X DISTANCE 3" FROM UNIT EDGE TO CLIP.
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN
ANCHOR REQUIREMENTS
t- 2" -t
GENERAL NOTES
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014
FLORIDA BUILDING CODE (Sth EDITION).
2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR
USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER
SEPARATE CERTIFICATION ON A 308-SPECIFIC BASIS IN
ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC
LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR
EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES
LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO
SPECIFICATIONS STATED HEREIN.
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT
TO PAD EDGE IS SPECIFIED.
S. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE
ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS
VERIFIED BY OTHERS.
6. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT
PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD
PLACEMENT VARIES.
7. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &
INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS
(CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER
MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS
RESPONSIBILITY OF THE CONTRACTOR.
8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL
DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY
CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS
ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES
& APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,
SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &
FROM DEVIATIONS OF THIS PLAN.
9. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
RESPONSIBILITY OF THE INSTALLING CONTRACTOR.
CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED
WATERPROOFING MEMBRANE IS RESTORED AFTER
FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED
HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATERTIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF
THE INSTALLING CONTRACTOR.
10. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF
SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD.
CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL
BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING
SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED
BY THE PERMITTING CONTRACTOR.
11. THIS DOCUMENT 15 GENERIC AND DOES NOT PERTAIN TO ANY
SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS
BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS,
ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE
DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY
`v VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS
SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY
OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK UPON DISCOVERY OF ANY
INACCURATE INFORMATION PRIOR TO MODIFICATION OF
EXISTING FIELD CONDITIONS AND FABRICATION AND
INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
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PAD
THICKNESS
AMERICAST GENERATOR CONCRETE PAD
(ON -GRADE APPLICATIONS ONLY)
AMERICAS ■
HVHZ OR NON-HVHZ
COUNTY
RISK
EXPOSURE (EXP)
I
RISKr
EXPOSURE (EXP
RISK
E%POSURE (EXP)
I
C
I D
1 II
1 C
I D
IIII, IV
I
D
P. BEACH
150 MPH
30.44 Psf
I 36.94 Psf
170 MPH
}9.09 Psf
47.44 Psf
180 MPH
43.83 Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47:44 Psf
180 MPH
43.83 Psf
53.19 Psf
MIAMI-DADS
165 MPH
136.83 Psf
144.69 Psf
1175 MPH
141.43 Psf
150.28 Psf
1186 MPH
146.80 Psf
156.80 Psf
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
x GENERATOR UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
ry MINIMUM WEIGHT
REQUIRED)
54" LENGTH -�
PLAN VIEW
CONCRETE PAD
ROAD MESH
MASTERFIBER
3 MIN
MAC300
- 4" MIN
GROUND
L
v/
I I
So
2"/MIN'
544"
"
GENERATOR TABLE:
BRAND &MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
Generac 00S871&005883
10 KW
25.00"
48.00
29.00"
3876s
54.00 Psf
EXP E186 MPH &D180 MPH
Generac 005872 & 005884
14 KW
25.00"
48.00"
29.00"
4391bs
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459, 6461, 6462
16 KW
25.00"
48.00"
29.00"
513 lbs
56.80 Psf
Generac 006721
16 KNV
25.00"
48.00'
29.00"
448lbs
56,80 Psf
Generac 005873 & 005885
17 KW
25.00"
48.00"
29.00"
455 lbs
56.80 Psf
Generac 005874 & 005886
17 KW
25.00"
48.00."
.. 29.00"
421 lbs
56.80 Psf
Generac 005875 & 00588Z
20 KW
25.00"
48.00"
29.00"
451 lbs
56.80 Psf
Generac 006729 & 006730
2C KW
25.00"
48.00"
29.00"
516 lbs
56.80 Psf
Generac 006551 & 006552
22 KW
25.00 "
4&00"
29.00"
526 lbs
56.80 Psf
Kohler 14RE5&20RES
14-20 KW
26.00"
48.00"
29.00"
5001bs
56.80 Psf
GE 40323GE & 40324GE
13 KW
35.00"
39.40"
39.00"
540lbs
49.50 Psf
EXP C186MPH&D170 MPH
GE 04038215KW
15 KW
33.00"
48.00
30.50
4841bs
56.80 Psf
UP TO EXPOSURE D 186 MPH
GE 04037817KW
17 KW
33.00
48.00'
30.50"
484 lbs
56.80 Psf
GE 40330GE & 40331GE
20 KW
33 00 '
48.00'
30.50"
6001bsU56.80P5f
Briggs & Stratton 040243-0
30 KW
31.00
32.00
34 00
4301bs
Briggs & Stratton 040302-2
12'KW
33.75 "
50,00 '
3160 '
5071bsXP
180 MPH
C 1!7R!
Briggs & Stratton 040303-1
15 KW
33.75
49.00 '
31.60
S62 lbs
TO E86 MPH
Briggs &Stratton 040304-1
18 KW
3375"
49.00
31.60"
568lbsP
Briggs & Stratton 040305-1
20 KW
33.75 "
49.00
31.60 "
570 lbs
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENTBASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF DRILLING
SCREWS
O TO GENERATOR
(SEE GENERATOR SPECS)
= = GENERATOR
.�. .�. (SEE CONCRETE PAD
SCHEDULE FOR
DIMENSIONS
& WEIGHT
4„
�--32" WIDTH 'I 54" LENGTH
SIDE VIEW
FRONT VIEW
GENERATOR
WIND D SI N REQIREMENT
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH EDITION (2014))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Vult = 186 mph
NOMINAL DESIGN WIND SPEED Vasd = 144 mph
RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= 0.85
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H, = 77.56 Ib/ft2
FORCE COEFFICIENT Cf = 1.44
WIND PRESSURE:
P = qh G Cf = 56.80 Ib/ft2 (ASD)
GENERAL NOTES
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014
FLORIDA BUILDING CODE (5th EDITION).
2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR
USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER
SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN
ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC
LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR
EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY VALUES
LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
3. DIMENSIONS AND WEIGHT OF UNITS SHALL. CONFORM TO
ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED HEREIN
SUBSTRATES DESCRIPTION
CONCRETE; (2)-3/8"O TITEN HD
(6000 PSI OR EQUNALEN E'
MIN.) 2-3/4" FULL EMBED
O CONCRETE, 3" MIN,
EDGE DISTANCE, 6"
MIN. SPACING TO ANY
ADJACENT ANCHOR,
NOTES:
1. ANCHOR QUANTITY PER LONG SIDE
2. EMBEDMENT AND EDGE DISTANCE
EXCLUDES FINISHES, IF
APPLICABLE.
3. ENSURE MINIMUM EDGE DISTANCE
AS NOTED IN ANCHOR SCHEDULE.
4. ENSURE MINIMUM SPACING TO
ANY ADJACENT ANCHORS.
5. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS TO
INSTALL ANCHORS
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
Y" SIMPSON TITEN HD, -\
SEE ANCHOR SCHEDULE
2"x3"e." GALV. STEEL
WASHER
RUBBER VIBRATION PAD
3/" THICK GALVANIZED
WASHER& RUBBER
VIBRATION RUBBER
7
L CONCRETE PAD -
PAD
6,000 PSI
LIGHTWEIGHT
CONCRETE PAD -� \ X CONCRETE MIX I
6,000 PSI
LIGHTWEIGHT � MASTERFIBER MAC 100
CONCRETE MIX & ROAD MESH
NOTES: FOAM CORE
1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2".
2. X DISTANCE 3" FROM UNIT EDGE TO CLIP.
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN
ANCHOR REQUIREMENTS
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT
TO PAD EDGE IS SPECIFIED.
5. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE
ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS
VERIFIED BY OTHERS,
6. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT
PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD
PLACEMENT VARIES. -
7. ELECTRICAL GROUND, WHEN REQUIRED', TO BE DESIGNED &
INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS
(CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER
MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS
RESPONSIBILITY OF THE CONTRACTOR.
B. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL
DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY
CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS
ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES
& APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,
SYSTEM ERECTION CONSTRUCTION PRACTICES
BEYOND THAT
WHICH IS CALLED FOR BY LOCAL, STATE, &FEDERAL CODES &
FROM DEVIATIONS OF THIS PLAN.
9. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
RESPONSIBILITY OF THE INSTALLING CONTRACTOR.
CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED
WATERPROOFING MEMBRANE IS RESTORED AFTER
FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED
HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF
THE INSTALLING CONTRACTOR.
10. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF
SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD.
CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL
BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING
SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED
BY THE PERMITTING CONTRACTOR
11, THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN. TO ANY
SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS
BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS,
ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
M OR MEASUREMENTS DIMENSIONS ARE SHOWN TO ILLUSTRATE
DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY
L VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS
SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY
OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK UPON DISCOVERY OF ANY
2" INACCURATE INACCURATE INFORMATION PRIOR TO MODIFICATION OF
EXISTING FIELD CONDITIONS AND FABRICATION AND
INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION,
12, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
L. BENNARDO, P.E.
BERNARDO, P.E.
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