HomeMy WebLinkAboutslab drawing\ ory
GENERATOR /
I
w I
x
'pror
PAD
THICKNESS
ISOMEFRIC VIEW
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT
BASE GENERATOR
OR 3"x2"xY" ALUM ANGLE
W/ (4) #10 SS!?:Sl
SELF-DRILLING SCR
TO GENERA
(SEE GENERATOR SP
RUBBER VIBRATIONPAD (OPTIONAL)
CONCRETE PAD
6,000 PSI
NORMAL WEIGHT
CONCRETE MIX
ATTAC
VARIES
SEE GENET
SEE ANCHOR
RUBBER VIBRAT
(
OF
Z
X CONCRETE
6,000 PSI NOF
WEIGHT CONCI
NOTES:
1. V 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
WIND TABLE:
ROAD M
FOAM L..,."
PRECAST PAD
32"X54"X4"
(ON -GRADE APPLICATIONS ONLY)
PAD DIMENSIONS: GENERAroR IT
SEPARATE SUBMITTAL
L
CONCRETE PAD (SEE SCHEDULE FOR
MINIMUM WEIGHT REQUIRED)
GENERATOR
1)4" 0 ANCHOR
LOCATION
l.Ds^
I
IF 'a I
�17,
W��
L----
I
J
} 54LENGTH
HVHZ OR NON-HVHZ
RISK
EXPOSURE
RISK
EXPOSURE
RISK
EXPOSURE
COUNTY
I
C
D
II
C
p
III, IV
C
p
P. BEACH
150 MPH
32.43 Psf
39.3P
M
Psf0
5
M4
18MPsf
Psf
BM
16 MPH
Psf
.57 F
M1
6
0ROWARD Psf
0H
Ps
46.70 f
56.67 Psf
16M
39.24 PIT
472Psf
175MPH
44.14Psf
53.57Psf
186MPH
49.86Psf
60.52Psf
PLAN VIEW
�32" WIDTH
SIDE VIEW
GENERATOR
U, (SEE CONCRETE PAD
W SCHEDULE FOR
= DIMENSIONS & WEIGHT
REQUIRED)
4" I n n
54" LENGTH
FRONT VIEW
BRAND&MODEL
CAPACfIV
WIDTH
LENGTH
HEIGHT
WEIGHT
MA%PRE55URE
(PSF)
Generac 005871 & 005883
10 KW
25.00"
48.00"
28.80"
390 lbs
42.00
Generac 005872 & 005894
14 KW
25.00"
48.00"
28.80"
439 lbs
44.50
Generac 6459, 6461, 6462
16 KW
25.00"
48.00"
28.80"
5131bs
48.50
Generac 006721
16 KW
25.00"
48.00"
28.80"
4481b5
45.DO
Generac 005873 & 005895
17 KW
25,00"
48.00"
28.80"
4551bs-
45.50
Generac OD5874 & 005886
17 KW
25.00"
48.00"
28.80"
421 lbs
43.50
Generac OD5875&005887
20 KW
25.00"
48.00"
28.80"
451 lbs
45.30
Generac 006729 & 006730
20 KW
25.00"
48.00"
28.80"
516 lbs
48.70
Generac 006551 & 006552
22 KW
25.00"
48.00"
28.80"
5261bs
49.20
Kohler 14RES&20RES
14-20 KW
26.00"
48.00"
28.80"
SDO lbs
47.50
Generac 7035, 7036, 7037
16 KW
25.00"
48.00"
28.80"
406 lbs.
42.50
Generac 007038 & 007039
20 KW
25.00"
48.00"
28.80"
448 lbs
45.00
Generac 007042&7043
22 KW
25.00"
48.00"
28.80"
466lbs
45.50
Generac 007176&7178
16 KW
25.50"
48.50"
28.60"
420 lbs
42.00
Generac 007209&7210
24 KW
25.00"
48.00"
29.00"
455 lbs
45.00
ANCHOR TO PAD SCHEDULE: DEWALT
SUBSTRATE
DESCRIPTION
(2)
CONCRETE:
EW-B LT+ OR
SCREW -BOLT+ OR
(6000 PSI
EQUIVALENT, 1.5"
MIN.)
FULL EMBED TO
CONCRETE, 3" MIN.
EDGE DISTANCE, 6"
IN. SPACING TO ANY
ADJACENT ANCHOR.
NOTES:
1. ANCHOR QUANTITY PER LONG SIDE
2. EMBEDMENT AND EDGE DISTANCE
EXCLUDES FINISHES, TF
APP REMICABLE.
3. ENSURE MINIMUM EDGE DISTANCE
AS NOTED IN ANCHOR SCHEDULE.
4. ENSURE MINIMUM SPACING TO
ANV ADJACENT ANCHORS.
S. FOLLOW MANUFACTURER'S
IN INSTRUCTIONS TO
IN ANCHORS.
WIND DESIGN REQUIREMENTS -
(BASED ON ASCE 7-30 & FLORIDA BUILDING CODE SIXTH EDITION
(2017))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Vult = 175 mph (SEE TABLE)
NOMINAL DESIGN WIND SPEED Vasd = 136 mph
RISK CATEGORY = II INTERNAL PRESSURE COEF = N/A
EXPOSURE CATEGORY = C WIND DIRECTIONALITY FACTOR Kd=
o.es
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR = 0.85 P AT HEIGHT H qh = 56.57 Ib/ft2
FORCE COEFFICIENT Cf = 1.43
THIS
WIND PRESSURE
SEE TABLE
GENERAL NOTES
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FIARIDA BUILD3NG CODE
SIXTH EDITION (2017).
2. RED ST WIND I[a B DESIGN PRESSURES
NDE CALCULATED MR USE WITH
THIS SYSTEM SMALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A
JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE (IF
REQUIRED BY THE AN]). SITE -SPECIFIC LOAD REQUIREMENTS AS
DETERMINED W 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 UNITTO 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.
8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
SHOWN ONLY. USE OFTHIS SPECIFICATION BY CONTRACTOR, et. al.
INDEMNIFIES & SAVE$$ HARMLESS THIS ENGINEER MR ALL COST & DAMAGES
INCLUDING LEGAL FEE5 & APPELLATE FEES RESULTING FROM MATERIAL
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
WHICH 15 CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM
DEVIATIONS OF THIS PLAN.
9. TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
RESPoNSIBHMY OF THE INSTALLING CONTRACTOR, CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE lam
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE TOLL 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
INTEG WTV OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
8E COORDINATED BY THE PERMITTING CONTRACTOR.
Il. THIS CEMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
PROTECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
COMPACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
SHALL NOT BE HELD RESPONSIBLE OR LGBLE IN ANY WAY FOR ERRONEOUS
OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
SLIGHTLY, BUT MUST REMAIN WITHIN THE DMIATIONS SPECIFIED HEREIN.
WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION.
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GWEN AN OPPORTUNITY TO
REEVALDATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
DD1TtONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION.
12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
OR AFFIRMATIONS ARE INTENDED.
VISIT ECALC.10/162937 � �
FOR ENGINEER CERTIFIED ORIGINALS
8 MORE INFORMATION ABOUT THIS DOCUMENT
OR CAN THE OR CODE TO THE RIGHT>
VISIT ENGINEERINGEXPRESS.COWSTORE
FOR ADDITIONAL PLANS, REPORTS & RESOURCES
TANK BENNARDO, P.E.
-# 0046549 CA# 9885
2G
ON SHEET 1. THIS
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