HomeMy WebLinkAboutBlocking Diagrams�\ \ GENERATOR
cD I
= '1-
�rOrh
PAD \\�
THICKNESS \ J� I \.
9NO
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
GENERATOR UNIT BY
o SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
N MINIMUM WEIGHT
rn REQUIRED)
�54"LENGTH
PLAN VIEW
CONCRETE
ROAD MESH-
MAC300
GROUND-
3" MIN s4" MIN
ANRICAST GENERATOR CONCRETE P;-ID
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
ow
AMERICAST
• RINA&[lIDAP
FEDTA ,o ,s. LICEK5H6PP4PDF0
163
tlN Ponca Aw•. Tq PLq,, Fl TBtl
Td 1rl9rt-10]I Fk>C TiJ6f!>09
FLILE the!..we,4�.H2��n<eM,1,N�1$tl12Alev
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
ISO MPH
30.44 Psf
36.94 Psf
170 MPH
3L Psf
47A4 Psf
"0 MPH
43.83 Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
41.44 Psf
180 MPH
43.83 PSI
53.19 Psf
MIAMI-DADE
165 MPH
36.83 Psf
144.69 PSI
1175 MPH
141.43 Psf
S0.28 PSI
1186 MPH
146.80 Psf
156.80 Psf
BRAND &MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
Generac 005871 & 005883
ICI KW
25.00"
48.D0"
29.D0"
387 lbs
41A3 Psf
EXP C 175 MPH &D 156 MPH
Generac 005872 & 005884
14 KW
25.00"
48.00"
29.00"
439 lbs
47A4 Psf
EXP C 186 MPH &D156 MPH
Generac 6459, 6461, 6462
16 KW
25.00"
48.00"
29.00"
513 lbs
47.44 Psf
Generac 006721
16 KW
2S.00"
48.D0"
29.00"
448 lbs
47.44 Psf
Generac 005873 & 005885
17 KW
25.00"
49.00"
29.00"
455 lbs
47.44 Psf
Generac 005874 & 005886
17 KW
25.00"
48.00"
29.00"
421 lbs
47.44 Psf
Generac 005875 & 005887
20 KW
25.00"
48.DO"
29.00"
451 lbs
47,44 Psf
Generac 006729&W6730
20 KW
25.00"
48.DO"
29A0"
5261bs
47.44 Psf
Generac 006551 & 006552
22 KW
25.00"
48.00"
29.00"
526lbs
47.44 Psf
Kohler 14RES&20RES
14-20 KW
26.00"
4B.00"
29.00"
500 lbs
47A4 Psf
BE 40323GE & 40324GE
13 KW
35.00"
39.40"
39.00"
5401bs
39.09 Psf
EXP C 170 MPH &D156 MPH
GE 04038215KW
15 KW
33.00"
48.00"
30.50"
484lbs
43.83 Psf
EXP C 180 MPH &D156 MPH
GE U037817KW
17 KW
33.00"
48.00"
30.50"
484lbs
43.83 Psf
GE 40330GE & 40331GE
20 KW
33.00"
48.00"
30.50"
600lbs
43.83 Psf
Briggs &Stratton 040243-0'
10 KW
31.00"
32.00"
34.00"
430lbs
43.93 Psf
Briggs & StrairLon 040302-2
12 KW
33.75 "
50.00 "
31.60"
507lbs
41A3 Psf
EXP C 175 MPH & D 156 MPH
Briggs &Stratton 040303-1
15 KW
33.75"
49.00"
31.60"
5621bs
43.83 Psf
EXP C 180 MPH &D 156 MPH
Briggs & Stratton 0403044
18 KW
33.75"
49.00"
31.60"
568 lbs
44.00 Psf
Briggs & Stratton 040305-1
20 KW
33.75"
49.00"
31.60"
570lbs
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"
448lbs
47A4 PSI
Generac 007042&7043
22 KW
25.00"
48.00"
29.00"
466lbs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) Y,10 SS 316 SELF -DRILLING
SCREWS
O TO GENERATOR
(SEE GENERATOR SPECS),
GENE11�TOR
(SEE CONCRETE PAD
SCHEDULE FOR
DIMENSIONS & WEIGHT
REQUIRED)
�-32" WIDTH 54" LENGTH
SIDE VIEW
FRONT VIEW
GENERATOR
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/8"0 TITEN HD
(6000 PSI
OR EQUIVALENT,
MIN.)
2-3/4' FULL EMBED
0 CONCRETE, 3" MIN
EDGE DISTANCE, 6"
MIN. SPACING TO ANY
ADIACENT ANCHOR.
RECEIVED
MAR W5 �73
ST. Lucie County, Permitting
I
L
WIND DESIGN REQUIREMENTS-
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
(2017))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Vult = 186 mph
NOMINAL DESIGN WIND SPEED VasO = 144 mph
RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
EXPOSURE CATEGORY = D WIND DIRECTIONALTTY FACTOR K0=
0.85
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56
Ib/ft2
FORCE COEFFICIENT LT = 1.44
WIND PRESSURE,
P = qh G Cf = 56.80 Ib/ft2 (ASD)
2.
GENERAL NOTES
NOTES:
1. ANCHOR QUANTITY PER LONG SIDE
3.
2. EMBEDMENT AND EDGE DISTANCE
EXCLUDES FINISHES, IF
4'
APPLICABLE.
S.
3. ENSURE MINIMUM EDGE DISTANCE
6.
AS NOTED IN ANCHOR SCHEDULE.
4. ENSURE MINIMUM SPACING TO
ANY ADJACENT ANCHORSST.LUCIE
COUNTY
S. FOLLOW MANUFACTURER'S PLAN REVIEW.
THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
SIXTH EDITION (2017).
REQUIRED WIND. LOAD DESIGN PRESSURES CALCULATED FOR USE WITH
THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON
JOB -SPECIFIC BASIS IN ACCORDANCE WDH THE GOVMNWG CODE.
SITE-SPKIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WIT
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
DESIGN PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR ANY
ASSEMBLY AS SHOWN.
DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
STATED HEREIN.
UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
CALCULATIONS MADE USING UGHTINEIGHT CONCRETE 125 PCP
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.
INSTALLATION INSTRUCTIONJID_�- ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
INSTALL ANCHORS. OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPAM, TONNAGE, ETC.)
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
%' SIMPSON TTTEN HD,
SEE ANCHOR SCHEDULE
2'x3"x%' GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
Ne THICK GALVANIZED
WASHER& RUBBER
VIBRATION PAD
Z
CONCRETE PAD -
6,000 PSI
LIGHTWEIGHT
CONCRETE PAD
X
CONCRETE MIX /
6,000 PSI
\
LIGHTWEIGHT
\ MASTERFIBER MAC 100
& ROAD MESH
CONCRETE MIX
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
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
BLDO:
EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
DATE]
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, at. al.
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGE
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
ELEC.
eO.
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
�] A
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &FROM
DATE; 2 �/"
DEVIATIONS OF THIS PLAN.
WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
PLUMB:
RESPONSIBILITY OF THE INSTALLING CONTACTOR. CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
DATE:
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE MR ANY
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
MECH:
WATER-TIGHNNESS SHALL BE THE HILL RESPONSIBILITY OF THE INSTAUINC
CONTRACTOR.
DATE• 11,
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.
12.
THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
in
PROJECT SM. 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
V
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 LIMITATIONS SPECIFIED HEREIN.
WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION.
ENGINEERING EXPRESS SMALL BE NOTIFIED AND GNEN AN OPPORTUNITY TC
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
2"
INFORMATION PRIOR TO MODIFICATION OF EXISTING HELD CONDITIONS
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION.
13.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
OR AFFIRMATIONS ARE INTENDED.
LANK L B
NARDO, P.E.
:5 0046
03jr
J��018
)ROF14L:
zy.NM�H>R�
ORDON M. D TTISTO, P.E.
232E
=15
FOR ingPIT ONLY U.N.
DIKE: IF :HIS SHEET DOES
OT CONTAIN AN ORIGINAL
IGNATURE
R ENGINEER SM
'THERE IS A DIGITAL
IGNATIIRE ON SHEET 1, THIS
HEET IS PART OFA DIGITALLY
IGNED FILE, SHALL REMAIN QY
IGITAL FORMAT, & PRINTED
OPIFS OF THIS DOCUMENT
1 17-3961.1 1
I
Optional Load Calculation
Heat Larger Than Air
)506 SF x 3VA Living Only
(2) Small appliance ckts @ 1500VA each
Refrigerator @ 1500
Refrigerator @ 1500
Freezer @ 1500
Washing Machine @ 1500
Dishwasher @ 1s00
Disposal @ 1500
Mini Sewer @ 1500
Clothes Dryer @ 5000
Range @ 12000 -
Water heater @ 4500
Fixed microwave @ 1500
Vacuum @ 1500
Trash Compactor @ 1500
Pool Heater @ 'name plate'
spa @ 'name plate'
Motors 746VA per HP i
Garage Door Opener
1) Total
2) First 10 KVA of general load @ 100%
3) Subtract line 2 from 1
41 Multiply line 3 @ 40%
s) Add lines 2 and 4
6) 60/50amp breakerfor heat (10000)
7) 40/30amp breaker for heat (5000)
8) Total heat -Add lines 6 and 7
9) Multiply line 8 @ 65% •
10) Add lines 5 and 9
11) Divide line 10 by 240
Summar�ps
Line 10 is the total Line 11 is the total
ISain- 5F(2
ST.LUCIE COUNTY
PLAN REVIEW
BLDG: ✓,{���
DATE�r"
DATE;'TZ!/ _�
PLUMB:
DATE:
MECH:
DATE
(Generator Size Needed)
(Breaker Size Needed)
r
A �d
3lqrr �( d Co�j7er sHw�
IS`ca� I
� t3 31q L.� B
iS# [
boo �U 5 Vgc�21 I G u fE S
�41r i �-, to
�e e,(-6,--o
i,
erCAWC\
a� e�
��b