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I� Optional Load Calculation II
Heat Larger Than Air
as-()0 SF x 3VA Living only
(2) Small appliance ckts @ 1500VA each
Refrigerator @ 1500
Refrigerator @ 1500
Freezer @ 1500
Washing Machine @ 1500
Dishwasher @ 1500
Disposal @ 1500
MIN Sewer @ 1500
Clothes Dryer @ 5000
Range @ 12000
Water heater @ 4500
Fixed microwave @ 1500
Vacuum @ 1500
Trash compactor @ 1500
Pool Heater @ 'nameplate'
Spa @'name plate'
Motors 746VA per HPQD0 t PV M'
Garage Door Opener
1) Total
2) First 10 KVA of general load @ 100%
3) Subtract line 2 from 1
4) Multiply line 3 @ 40%
5) Add lines 2 and 4
6) 60/50amp breaker for heat (10000)
7) 40/30amp breaker for heat (500o)
s) Total heat -Add lines 6 and 7
S) Multiply line 8 @ 65% '
10) Add lines 5 and 9
11) Divide line 10 by 240
Summary:
Line 10 is the total KW
Line 11 is the total Amps
3000
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s.
E
FIVL'.u'
0 4 ?Q?8niy, Permitting
ST.LUCIE COUNTY
PLAN REVIEW
BLDG:
DATE:
AZ DE:: Q
DATE: � �
PLUMB:
DATE:
MECH:
DATE:
(Generator Size Needed)
(Breaker Size Needed)
GENERATOR
PAD
THICKNESS
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
GENERATOR UNIT BY
o I SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
MINIMUM WEIGHT
REQUIRED)
}-- 54" LENGTH
PLAN NEW
CONCRETE
ROAD MESH-
MAC100
AMERICAST GENERATOR CONCRETE PA
(ON -GRADE APPLICATIONS ONLY)
AMERICAST
,.
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imT NNNbAVA 1KLf
SLL 1f19I1-199 F/C TIlJ66♦IDlp
DviE
FIB 0 4 2020
I ST. Lucie County, Permitting
E Copy
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE
(EXP)
COUNTY
I
C
D
II
C
D
III, IV
C
D
P. BEACH
15O MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 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-DADE
165 MPH
36.83 Psf
44.69 Psf
175 MPH
41.43 Psf
50.28 Psf
186 MPH
46.80 Psf
56.80 Psf
ISOMETRIC VIEW
3" MIN �4" MIN
GENERATOR TABLE:
D&MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
05871&005883
10 KW
25.00"
48.00"
29.00"
3871bs
41A3 Psf
EXP C175 MPH&D I56 MPH
05872&005884
14 KW
25.00"
48.00"
29.00"
439 lbs
47.44 Psf
EXP C 186 MPH & D 156 MPH
459, 6461, 6462
R
16 KW
25.00"
48.0D"
29.00"
513 lbs
47.44 Psf
06721
16 KW
25.00"
48.00"
29.00"
448 lbs
47.44 Psf
05873&005885
17 KW
25.00"
48.00"
29.00"
45S Ibs
47.44 Psf
OS874 & 005886
17 KW
25.00 "
48.00"
29.00"
421 lbs
47.44 Psf
Generac 005875 & 005887
20 KW
25.00"
48.00"
29.00"
4511bs
47.44 Psf
006729&006730
20 KW
25.00"
48.00"
29.00"
516 Ibs
47A4 PSI
OD6551&006552
22 KW
25.00"
48.00"
29.00"
526lbs
47.44 Psf
4RES&20RE5
14-20 KW
26.00"
48.00"
29.00"
500lbs
47.44 PSI
3GE&40324GE
13 KW
35.00"
39.40"
39.00"
54016s
39.09 Psf
EXP C 170 MPH &D 1S6 MPH
8215KW
FGE04037817KW
15 KW
33.00"
48.00"
30.50"
484lbs
43.83 Psf
EXP CI80 MPH&D 156 MPH
7817KW
17 KW
33.00"
48.00"
30.50"
484 lbs
43.83 Psf
06E&40331GE
20 KW
33.00"
48.00"
30.50"
6001bs
43.83 Psf
Stratton 040243-0
10 KW
31.00"
32.00"
34.00"
430 Its
43.83 Psf
Stratton 040302-2
12 KW
33.75 "
50.00"
31.60 "
5071bs
41.43 Psf
EXP C 175 MPH & D 1SE MPH
Briggs & Stratton 040303-1
15 KW
33.75"
49.OD"
31.60"
562 Ibs-
43.83 Psf
EXP C180 MPH &DI56 MPH
Briggs & Stratton 040304-1
18 KW
33.75"
49.00"
31.60"
5681bs
44.00 Psf
Briggs & Stratton 040305-1
20 KW
33.75"
49.00"
31.60"
570IDS
44.00 Psf
Generac 7035, 7036, 7037
16 KW
25.00"
48.00"
29.00"
406lbs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 007038 & 007039
20 KW
25.00 "
48.00"
29.00 "
44816s
47.44 Psf
Generac 007042&7043
22 KW
25.00"
48.00"
29.00"
4661bs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
SCREWS
€ _ TO GENERATOR
(SEE GENERATOR SPECS)
F- GENERATOR
(SEE CONCRETE PAD
SCHEDULE FOR
DIMENSIONSWEIGHT
REQUIRED)
4„
�32" WIDTH7 '-54" LENGTH
SIDE VIEW FRONT VIEW
GENERATOR
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/WO 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.
S. FOLLOW MANUFACTURER'S
INSTALLATION IN%Eyj7 WG0UNTY
INSTALL ANCHORS. PLAN REVIEW
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
%- SIMPSON TITEN HD, -
SEE ANCHOR SCHEDULE
2"X3"Xa/h" GALV. STEEL
WASHER i
RUBBER VIBRATION PAD
THICK GALVANIZED
WASHER&RUBBER /
VIBRATION PAD
CONCRETE PAD -
6,OOD PSI
LIGHTWEIGHT
CONCRETE PAD
X
CONCRETE MIX
`
6,000 PSI
LIGHTWEIGHT
MASTERFIBER MAC 100 J
& ROAD MESH
CONCRETE MIX
FOAM CORE
NOTES:
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
BLDG:
PLUMB:
DATE:
�2"�
FL
19
WIND DESIGN REQUIREMENTS_
SIGNATURE ON SHEET I, THIS
SHEET IS PART OF A DIGITALLY
SIGNED ME, SHALL REMAIN IN
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
(2017))
DIGITAL
THIS
AT -GRADE SIGN METHOD
COPIES OF DOCUMENT
ARE NOT CONSIDERED SIGNET
ULTIMATE DESIGN WINDSPEEDVult =-186-mph --
AND SEALED. IF THERE IS NO
NOMINAL DESIGN WIND SPEED Vasd = 144 mph
DIGITAL SIGNATURE ON SHEET
RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
OR THIS SHEET DOES NOT
CONTAIN AN ENGINEERS
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd=
ORIGINUSIGNATURE&SEAL,
0.85
THIS SHEET IS A COPY DRAFT.
UI ID N
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56
00 v i
IT 0
FORCEICOEFFICIENT Cf = 1.44
® W M - u E
"'
WIND PRESSURE
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WrFY ODLL�Cing
P = qh G Cf = 56.80 Ib/ft2 (ASD)
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GENERAL NOTES
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1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
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ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
-
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SIXTH! EDITION (2017).
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2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH
THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A
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JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
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SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
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THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
"ASD"
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DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
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ASSEMBLY AS SHOWN.
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3. DIMENSIONS AND WEIGHT OF UNITS SMALL CONFORM TO SPECIFICATIONS
STATED HEREIN.
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4. UNIT6 MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
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S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF
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6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
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VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
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7. RESISTANCE TO SLIDING OFTHE PAD ON THE GROUND IS NOT PART OF THIS
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DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
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a. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
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OTHERS. ALL MECHANICAL SPECIFICATIONS(CLEAR SPACE, TONNAGE, ETC.)
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SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
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EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
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9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
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SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al.
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INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
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INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
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WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &FROM
DEVIATIONS OF THIS PLAN.
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10. WATER -TIGHTNESS OF EXISTING PUNISHES SHALL BE THE FULL
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RESPONSIBIUTY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
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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.
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11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY
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ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE
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INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
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BE COORDINATED BY THE PERMITTING CONTRACTOR.
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12 THIS DOCUMENT IS GENERIC AND DOES NOTI N TO ANY SPECIFIC
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PROJECT SM.FORMATION CONTAINED IS BASED ON
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CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
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SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
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OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
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ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
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SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
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WORK SHALL BE REM VERIFIED BY OTHERS PRIOR TO CONSTRUCTION,
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GNEN AN OPPORTUNITY TO
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REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
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INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
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AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
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ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED-10 INVALIDATE OUR
CDT.wGxT ExcmEEmxG exearss•
CERTIFICATION.
17-3961.1
13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIMCATIONS
OR AFFIRMATIONS ARE INTENDED.
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SCALE: NTS UNLESS NOTED
ABOUT THIS DOCUMENT E
ENGINEER{E0.TIFIED ORIGIN4t5, VA4UT1ON5 M
OF�
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