HomeMy WebLinkAboutPERMIT WORK SHEETPERMIT NUMBER
I
"I —
Installer
Address of home 1
being installed
Manufacturer Length xwidth "C
!VOTE: if home is a single wide fill out one half of the blocking plan
if home is a triple or quad wide sketch in remainder of home
I understand Lateral Arm Systems cannot be used on any horne (:�T
used)
where the sidewall ties exceed 5 It in, Installer`s initials
Typical pier sp2cing.�,
Show locations of Longitudinal and Lateral Systems
—�I Ionniludinr3, (use dark lines to show these locations)
plera within 2' or end or home per Rule 15C
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r-r-r-,- i-i-T-T-r'r-1--i"9-7-T`r i _I_-1_i T--1_r'I- w-w
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1 1 I- 1 I I I ,I I -1 1 1 Ji I 1
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1 I I I I -f T 1• r h_, y-•1-T-t-1-_r--1--1-y_T_*...4-M-,-./_.i-1 _,. _,.,-,. _I^.-1
1 1 , I~'T-+-*-►-r-1--I-'+^T-r-r'r-1--1-�-+-r-r-r-I--I--1-•1^*-r-r -I-'1-�-T-r-r _1
page •t of 2
N u. ome [] Used Home [ ,-
Horne installed to the Manufacturer's Installation Manual
Horne is installed in accordance with Rule 15-C
Single wide Wind Zone II Wind Zone Ill I
Double wide ❑ Installation Decal # &0 '9� w i
,
Triple/Quad Serial # Z a)�
� �
PIER SPACING TABLE FOR USED HOMES
Load
bearing
capacity
Footer
size
(sq in)
161, x 16"
(256)
18 1/211 x 18
112" (342)
20" x 20"
(400)
22" x 22"
(484)"
24" X 24"
(576)"
26" x 26'I
(676)
ps
1500 s
_
- 2WCFps`f
�-
2500 ps
—�T-
p s
-T-
3500 ps
,-81
interpolateo rrom Mule 15U1 pier spacing table.
PIER PAD SIZE,
I-beam pier pad size A
Perimeter pier pad size _
Other pier pad sizes
(required by the mfg.)
Draw the approximate locations of roarriag
wall openings 4 foot or greater. Use this
t symbol to show the piers.
List all marriage wall openings greater than 4 foo-
and their pier pad sizes below.
Opening
Pier pad size
/j I —(-)-
TIF_DOWN COMPONENTS
POPULAR PAD SIZ -
a izzee —
q in
115 x
X1
-2uu-
18.5 X
i
X
1x222
-TrT_
I x 26 174-
20x2O
�-x�----
--GV JG Lwt
J
GXs�'
ANCHORS
4ft 5ft
[7771FRAM E TIES
within 2' of end of home
s paced at 5' 4" oc
OTHER TIFF
Number
Longitudinal Stabilin�rg Device (LSD) Sidewall
Manufacturer -Ifiy0 _ Longitudinal
Longitudinal Stabilizing Device wl Lateral Arms Marriage wall
Manufacturer.— Shearwall
PERMIT WORKSHEET page 2 of 2
PERMIT NUMBER
The pocket penetrometer tests are rounde down to
or check here to declare 1000 lb, soil without testing, psf
x x x
POCKL7 PENETROMETER TESTING METHOD
1, Test the perimeterofthe home at6locations.
2. Take the reading at the depth of the footer,
3. Using 500 lb, increments, take the lowest
reading and round down to that increment.
x x x
The results of the torque probe test is
here if you are declaring 5' anchors wikhaut testin Inch pounds or check
showing 275 inch pounds or less will require 5 foot anchors,A test
Note: Astate approved lateral arm system is being used and 4 f.
anchors are allowed at the sidewall locations. I understand 5 ft anchors are required at all centerline tie points where the torque test
reading is 275 or less and where the mobile home manufachrrer may
requires anchors with 4 b holding capacity.
Installer's initials
ALL TESTS MUST BE PERFORMED BY LICENSED INSTALLER
.installer Name
Date Tested 1
ec riica
Connect electrical conductors between multi -wide units, but not to the main power
source. This includes the bonding wire between mult-wide units. Pg.
um till ig
Connect all sewer drains to an eaosting sewer tap or septic tank. Pg.
Connect all potable water supply piping to an existing water meter, water tap, or other
...., .. -..._ .._ ., ,_. h
to rep ---- on
Debris and organic material removed
Water drainage: Natural Swale PadOther
as emng mu r wl a urn s
Floor: Type Fastener: Length: Spacing:
Walls: Type Fastener: Length: Spacing:
Roof: Type Fastener: Length: Spacing:
For used homes a in, 30 gauge, 8"wide, galvanized met a" I strip
will be centered over the peak of the roof and fastened with gaiv.
roofing nails at2"on center on both sides of the centerilne.
Gasket (woathorproot] no roqulrane t)
I understand a properly installed gasket is a requirement of all new and used
homes and that condensation, rnold, n•Ieldew and buckled marriage walls are
a result of a poorly installed or no gasket being installed. I understand a strip
of tape will not,serve as a gasket.
Type gasket !� J
Pg,
Installer's initials
Installed:
Between Floors Yes
Between Wails Yes
Bottom of ridgebeam Yes
eat e+proo mg
The bottomboard will be repaired and/or taped, Yes � Pg,
Siding on units is installed to manufacturer's specifications. Yes �—
Fireplace chimney installed so as not to allow intrusion of rain water. Yes
Isce aneous
Skirting to be Installed. Yes t/No
Dryer vent installed outside of skirting. Yes N/A
Range downflow vent Installed outside ofskirt�Yes �N/A
Drain lines supported at foot intervals. Ye
Electrical crossovers protected. Yes_
Other:
Installer verifies all information given with this permit: workshe
is accurate and true based on the
manufacturer's install ti nstructions and or Rule 15C-1 & 2
Installer Signature
Date
CENTRAL AIR SYSTEMS
4665 WADITA KA WAY
WEST PALM BEACH, FL 33417
561-603-1909
1�
NOVEMBER 7, 2013
TO WHOM IT MAY CONCERN:
THIS IS THE UNITS THAT WILL BE USED IN PINEVIEW MHP, SEMINOLE MHP
& RIDGECREST
PARKNAME:",Q,e, (�
u-
COLEMAN
MODEL NL024
5KW
2 TON
PLEASE FEEL FREE TO CALL WITH ANY QUESTIONS.
REGARDS,
DAVIDNUTTING
Page 1 Residential Heat Loss and Heat Gain Calculation 10/14/2013
In accordance with ACCA Manual J
Report Prepared By:
Central'Air Systems Inc.
For: seminole 1
#61 orange ave �
it pierce, fl
Design Conditions: Fort Pierce
Indoor:
Outdoor:
Summer temperature: 70
Summer temperature: 90
Winter temperature: 70
Winter temperature: 42
Relative humidity: 55
Summer grains of moisture: 127
Daily temperature range:Medium
uilding Component
Sensible
Latent Total
Total
Gain
Gain Heat Gain Heat Loss
(BTUH)
(BTUH) (BTUH)
(BTUH)
uct
2,546
0 2,546
1,576
loors
1,822
0 1,822
2,930
ails
1464
0 1464
1737
eilings
3,871
0 3,871
3,226
eople
1,500
1,150 2,650
0
ireplaces
0
0 0
0
isc
1,200
0 1,200
0
indows
5,342
0 5,342
2,998
aors
649
0 649
770
lassdoors
0
0 0
0
kylights
0
0 0
0
filtration
1,126
2,333 3,459
4,100
hole House
19,520
3,483 23,003
17,337
(2 tons )
AC -Galt Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101
Load calculations aw ostimatus only, actual loads may ruy due to and LonsL�yGiJm d:P,o:oroes.
APPROVED PRODUCTS
FOR THE
INSTALLATION OF MANUFACTURED HOMIJI
MOBILE HOME SAFETY PRODUCTS continued...izEj
Dba Oliver Technologies, Ins.
P.O. Box 581467
Hohenwald, Tennessee 38462
MODEL #
IDENTIFICATION
DESCRIPTION
1055-18L
Longitudinal Stabilizing System
20" galvanized steel pad beam clip
for longitudinal bracing system
w/square tubing in a cross "X"
pattern
1101 L
All Steel Foundation System
Longitudinal Stabilizing System
1101
All Steel Foundation System
Longitudinal and Lateral
Stabilizing System
1101 V
All Steel Foundation System
Longitudinal Stabilizing & Lateral
Bracing System
1101CVW
Wet Bracket
Concrete Full System
1101CVD
Dry Set Bracket
Concrete Full System
1101-W-CPCA
Wet Set Bracket
Concrete Longitudinal System
1101-D-CPCA
Dry Set Bracket
Concrete Longitudinal System
1101-W-TACA
Wet Set Bracket
Concrete Transverse System
1101-D-TACA
Dry Set Bracket
Concrete Transverse System
1055-14
Plastic Foundation Pad
16" x 16"
1055-10
Plastic Foundation Pad
16" x 16"
1055-8
Plastic Foundation Pad
16" x 18"
1055-23
i
Plastic Foundation Pad
16" x 18 ''/z" (rounded)(2 sq. ft.)
1055-9
Plastic Foundation Pad
18 V2" x 18 '/2" x 15/16"
SPA 264-1
Plastic Foundation Pad
18 %" x 18 V2" x 3/4"
4148-4
Plastic Foundation Pad
13 '/4" x 26 '/4" x 3/4"
1055-16
Plastic Foundation Pad
17" x 22" x 1 1/8"
1055-7
Plastic Foundation Pad
20" x 20" x 7/8"
1055-21
Plastic Foundation Pad
17 V2" x 22'/2"
1055-17
Plastic Foundation Pad
17 V2" x 25 %" x 1 1/8"
1055-13
Plastic Foundation Pad
24" x 24"
1055-22
Plastic Foundation Pad
21.13" x 29.13" (rounded)
1055-20
Plastic Foundation Pad
23 ''/4" x 31 V4"
II
Revis d 10/10
i
10
APPROVED PRODUCTS
FOR THE
INSTALLATION OF MANUFACTURED HOME
MOBILE HOME SAFETY PRODUCTS continued... ` •� '
Dba Oliver Technologies, Ins.
P.O. Box 58/467
Hohenwald, Tennessee 38462
PIER LOADS IN POUNDS
BASED ON SOIL VALUES
III
Pad Area
1,000 lb.
1,500 lb.
2,000 lb.
2,500 lb.
3,000 lb.
Remarks
Configuration
(sq. ft.)
soil
soil
soil
soil
soil
Max.
i
16" x 16"
1.77
1,770
2,650
3,450
4,420
5,310
5,310
16" x 16"
1.78
1,780
2,660
3,560
4,430
5,340
5,320
16" x 18"
2.0
2,000
3,000
4,000
5,000
6,000
6,000
1 j' x 18 ''/2" (rounded)
2.0
2,000
3,000
4,000
5,000
6,000
6,000
18 /2" x 18 %2" x 15/16"
2.360
2,360
3,550
4,730
5,910
7,090
7,090
1 '/2" x 18'/2" x 3/"
2.375
2,375
3,563
4,750
5,598
5,598
5,600
13 I/4" x 26'/"
2.4
2.375
3,563
4,750
5,938
6,400
6,400
17" 22"
2.5
2,500
3,750
5,000
6,250
7,500
7,500
2 "
2.75
2,750
4,125
5,500
6,875
8,250
8,250
171, " x 22'/2" (rounded)
3.0
3,000
4,500
6,000
7,500
9,000
9,000
�1 17 %2" x 25 %2"
3.0
3,000
4,500
6,000
7,500
9,000
9,000
24" x 24"
4.0
4,000
6,000
8,000
8,000
8,000
8,000
21.111' x 29.13" (rounded)
4.0
4,000
6,000
8,000
8,000
8,000
8,000
j23 '/4" x 31 '/4"
4.698
4,698
7,047 1
8,000
8,000
8,000
8,000
I� PAD CONFIGURATIONS
Pad Description
II,I(Pyramid
Pad Area
1,000 lb.
2,000 lb.
3,000 lb.
Footer Configuration)
(sq. ft.)
soil
soil
soil
I
'2) 13 14" x 26'/4" as a base and (1) 20" x 20" on top
4.8
4,800
9,600
N/A
Three (3) 17" x 22"
5.0
5,000
10,000
N/A
Three (3) 17'/2" x 25'/2"
6.0
1 6,000 1
12,000
N/A
CAP BOARDS
II MODEL #
IDENTIFICATION
DESCRIPTION
I
OT1CB1
Plastic Cap Board
1" x 8" x 16"
IIOT
1 CB2
Plastic Cap Board
2" x 8 x 16"
The cap boards were test on CMU pier (C90) with either a single or double stacked cap boards.
I
Revise j 10/10 11
APPROVED PRODUCTS
FOR THE
INSTALLATION OF MANUFACTURED HOMES
HOME PRIDE, INC., continued...
P.O. Box 160387 7
Nashville, Tennessee 37216-0387 ►a
ODEL #
IDENTIFICATION
DESCRIPTION
Soil
Class
Working
Load
Ultimate
Load
me Pride
Strapping
1 1/4" x 0.0375" galvanized flat
N/A
3,150
4,725
III
--- -
strapping, ASTM D3953791
HP
Galvanized Split Bolt
5/8" x 3" x 5/8" square shoulder
N/A
3,150
4,725
w/hex head standard thread,
shaft saw cut
1/4"
H1,,',9009
me Pride
Crimping Seal
17/16" x 2 zinc plated
N/A
3,150
4,725
5002
'ID
wive'Strap
2.600" x 4.875" x 10 gauge with
N/A
3,150
4,725
ector Conn
1 1/4" x .035" galvanized steel
strap
5003
TD
Beam Connector for
2.5" x 7.300" x 10 gauge used
N/A
3,150
4,725
3" I-beam
with 59002 and grade 5 bolt and
nut
Longitudinal Beam
1 1/2" x 6 1/z" x 1/4" used as apair
N/A
3,150
4,725
Connector
with 59002
9011
Longitudinal Beam
6" x 6 3/4" x 7 gauge frame clamp
N/A
39150
4,725
Clamp
with 8 — grade 5 bolts and nuts
62
Adjustable Perimeter
Door & Window Support
N/A
N/A
N/A
Support Min 16 X 16
Hi
12LS
Tension Head W/Lag
Concrete Anchor
N/A
N/A
N/A
I
Bolt
13
Patio L Anchor Bolt
Concrete Anchor
N/A
N/A
N/A
i
Revise 10/10
4
APPROVED PRODUCTS
FOR THE
INSTALLATION OF MANUFACTURED
MINUTE MAN ANCHORS
305 West King Street
East Flat Rock, North Carolina 28726
1 •� f
t • 4 . v ��.
1V�IODEL
#
IDENTIFICATION
DESCRIPTION
Soil
Class
Working
Load
Ultimate
Load
2
(Galvanized Auger
5/8" x 48" rod, double bolt
4a
3,150
4,725
Anchor
C
head with a single 6" disc
4
Galvanized Auger
3/0" x 48" rod, double bolt head
4a
3,150
4,725
Anchor
with a single 6" disc
75
Galvanized Auger
3/4" x 60" rod, double bolt head
4b
4,000
6,000
LI
Anchor
with a single 7" disc
86
Galvanized Auger
3/4" x 60" rod, double bolt head
4b
4,000
6,000
I
Anchor
with a single 8" disc
MMA
12
Galvanized Concrete
5/8" x 10" threaded rod with
Concrete
3,150
4,725
Anchor
nut. Use with concrete slab
(dry)
14
Galvanized Concrete
5/8" x 10" rod with a 3" turn
Concrete
3,150
4,725
Anchor
on the end. Use with concrete
slab (wet)
42
Galvanized Concrete
Swivel head. Use with
Concrete
3,150
4,725
Anchor
concrete slab (wet)
I
18
Galvanized Tension
Double head tension device
N/A
3,150
4,725
Device
w/bolt hole in bottom of yoke
for use with expansion bolt in
concrete slab (dry)
22
Galvanized Tension
Double head tension device
N/A
3,150
4,725
Device
adapter
MI\+7A
SD2
Galvanized Stabilizer
18" wide x 13.5" center x 7 'h"
N/A
3,150
4,725
Plate
on the sides
Revis 10/10
5