HomeMy WebLinkAboutPermit Worksheetti
PERART NUMBER A srr
InSt KURT ALLEN LiCele IH1025140
ManutacWver SCOTBILT Length x vAdth 76r 0
Double wide
FEW or Rivwine Zone X Minimbmum Required Elevaft
Floor at or above Min.RequiredSlevatfon 0 OR Minimum 36- Piers Q 7ripla/Quad
Address of home S BROCKSMITH DR FT. PIERCE, FL 34945
Naft., Complete dbgmm below orsr baw separatb d Wgt.-m i L
1VxtS' 18ImXIS
size 4256} (342)
I understand Lateral Ann Systems cannot be used on any home (new or used
where the sidewall be spacing exceeds 6 ft 4 in
Types pier Spa! Insmets im'Bals
Z 7.0' LateralShow locations of Longhudinel Lateral System
(Use dads Ilnes to show floss h= tons)
MAX tongit r gnW
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•IVIM
14AWAik:
LW)9&1 list smbJgz v Dovke ASM
Nhundacbursr
Longftcffnal SWb9hft Devlce wlLSWW Arms
Maragmturetr MINUTE MAN
. interpolaw
page 1 of 2
Used Honm 0
Mamt1acturees Installation Manu
accordance with Rule 15-C
{Alind Zone It 0 Wind Zone W
Installation Decal 0 TBD
D Serial t# TBD
PIER SPACING TABLE MUSED HOMES
■
x2D'j 22' X 22` 24" X 2,r 26" X 28"
00) (484r I (576}" 1 (676)
OF THE
Wmm pier pad size 20 x_ 20
ter pier pad size 16 x 16
OSrer pJer pad aces" 24 X_.14
(required by the mfg.)
`CIL PIERS AT 8' O/C MAX UNLESS NOTED OTHE
Drava" loeabons of marriage
- J.m
� "' `'"rtRECTjO om
E NWE AA ORD PECTORS R4T
List 80 matriag R'-iYe R
and their pier pad Sizes below$
.
Qd8-065a & D
V1E%'1 :N'ED BY v •••,
DATE ' - n S' /17
PLANS avBE RER
q`O'EC"INPION `FILL BE MADE.
#.
Madd # LLBS
Pier
20 x 20 ABS
Pad Size
Sq-in
16 x 16
266
16 x 18
286
INTR 19.5
x
17 x 22
374
WlSd14x26114
348
17112 x 221t2
394
20 x 2d
400
173116x263116
441
24 x 24
676
26 x 26
676
ANWIORti
4ft ® Sft
24 x 24 FRAME 1t1E8
WWm Z of end of hornee
�-- x FPmm
f
OatenU N , ber
Marriage wall S8 30
Shearmll 2 Lo"Oldinal 6
PERMIT WORKSHEET
PERMIT NUMBER
The pooh Penetrometer tests are rounded,dortan to 1500 kS
or check here to declare 1000 h sot without umm.
x1800 "'"� x150: 500
x 1—
POCKET PENETROlt1E7ER TESTIM MiTFHOD
1. Test the perkrmeter of the home at 6 loci.
2. Take the reading at the depth of the fonter.
& 1500 ib increments, take the lowest
reMing and round down 11D that increment
X 2000 X1800 X 1500
The pounds or check
if you are ds�arring 6' anftm wittlout que probe test IS 3ieow l A jest
showing 275 inch pounds or less w8 reoke 5 foot anchors.
Note: A data apPrnved lateral arm system Is being used and 4 ft
anchors are Mowed at to sktew locadons. 'I understand 6 ft
reading are rewired ataN centerthe tieopoints me tKM ted
�e home may
Is 275 or less arnt a the m
reoiuires eaucitors with d000
Iris ireiti2ls
Ali i1561 VUBT BE PERFORMED BY A LICENSED INSTAU E t
Ei3tailet Name KURT ALLEN
Date Tested
Connect electrical conductors bntweere nu *Avide unie, but not to the main power
source. This includes the bonding wire between mutt -wide units. Pg. SU 34-35
CaVled VA SOW drains tO an existing sewer tap or septic tank. ft SU 31-32
Connect all potable water supply piping to an existing water meter.. water tap, .or other
#WSPSrAerd water SUppiy SVStWM Pg: SU 31-32
pop 2of2
w
Debris and WganiO material r &YES Pad X ' Outer
�rari roast
Floor: Type Fastener SCREW : #10 x 4" Spacing; 12" OC
Wails: Type ftstew- SCREW Length:#10 x 5" Spacing 24" OC
Roof. Type Fastarter: SCREW Length: #10 x ga_SPad"' 12" OC
For used homes a min. 30 gauge, W wide, metal strip
will be Centered over the peak of the roof and fastened % th.gaiv.
roofing rat at 2" on center on both sides of the Centerline.
--� Nrprliw- iMELMM
Tram a d�, of a� new and used
neamtage walls arc.
a resua of a poorly installed or no gasket being Installed. I urdrstaw a strip
of tape wit not serve as a gasket:
Instaws Initials
Type gasket FACTORY INSTALLED I Between Yes taste
SU 15 Bob~ waft Yes
-
Bottan of ridgebeam Yes
The boftW) nd wiN be repaired andtor taped. Yes . Pg. SU-36
Siding an units is instaNeQ to, marudachreel's Specifications. Yes
Fireplace chimney Installed so as not to allow kitrusion of rain water. Yes
Skirting to be ftvUked. Yes No
Dryer ve►a installed outside of swrier�l Yes WA
Range dwmftw veld Installed outside of skirting. Yes WA
nes supported at. Yes
Electrical
Other•
ewer vel fin ag Infonraian f W*n Wit this pwmit wo taheet
Is accurate and true baud' on fin
n n qLAW or Ririe 13C4 & 2
G�
[hstaNer Sim. . _ .: z ' Date �7
tom'
ED
APPROVED PRODUCTS
FOR THE
INSTALLATION OF MANUFACTURED HOMES
MOBILE HOME SAFETY PRODUCTS
dba Oliver 'Technologies, Ins.
P.O. Box 9
Hohenwald, Tennessee 38462
MAXIMUM
PIER LOADS IN PO
NDS B SED ON SOIL VALUES
Pad Area
1,000 lb.1
1,500 lb.
2,000 lb.
2,500 lb.
3,000 lb.
Remarks
Configuration
(sq. ft.
soil
soil
soil
soil
soil
Max.
16" x 16"
1.77
1,770
50
3,4.50
4,420
5,31.0
5,310
16" x 16"
1.78
1,780
2,660
3,560
4,430
5,340
51320
16" x 18"
2.0
2,000
3,000
4,000
5,000
6,000
6,000
16" x 18 %" (rounded)
2.0
2,000
3,000
4,000
5,000
6,000
6,000
18'/z" x 18'/z" x 15/16"
18 '/z" x 18 '/2" x 3/4"
2.360
2.375
2,360
2,375
3,550
3,563
4,730
4,750
5,910
5,598
7,090
5,598
7,090
5,6N...
13 ''/4" x 26 %4"
2.4
2.375
3,563
4,750
5,938
6,400
6,4
17" 2""
20" x 20"
2.5
2.75
2,500
2,750
3,750
4,125
5,000
5,500
6,250
6,875
7,500
8,250
7,
'/2 17' ounded)
3.0
3,000
6,000
7,500
9,000
,0
17 ''/z" x 25 ''/2"
3.0
3,000
4,500
6,000
7,500
9,000
24" x 24"
4.0
4,000
6,000
8,000
8,000
8,000
21.13" x 29.13" (rounded)
4.0
4,000
6,000
8,000
8,000
8,000
23 %4" x 31 ''/4"
4.698
4,698
7,047
8,000
8,000
8,000
8,000
PAD CONFIGURATIONS
Pad Description
Pad Area
1,000 lb.
2,000 lb.
3,000 lb.
(Pyramid Footer Configuration)
(sq. ft.)
soil
soil
soil
(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 ''/7" x 25 ''/z"
6.0
6,000
12,000
N/A
CAP BOARDS
MODEL #
IDENTIFICATION
DESCRIPTION
0T1CB1
Plastic Cap Board
1" x 8" x 16"
OT 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.
Parent Number
6622439
Anchors,,.
1601teMon instrugj[Mfor Model LLIM Lgggj_tudin i and.
Laborai Braftfthrn-Ammmad f r Eforlda
Revised: 16/27104
Note:
Your set must be designed by a Registered Professional Engineer 9 all or one of the
following conditions occur.
Location is within 1,600 feet of Coast Roof eaves exceeds 16P
Pier Height exceeds 480 Main beam spacing exceeds 99.8"
Sidewatl height exceeds W
t
Refer to the Home Manufacturer Installation Instructions for pier locations. W Disc
anchors 48" tong with vertical to we required at maximum VW enter along both
sidewalk starting a maximum of Z-W in from each end of the home. Vertical ties must be,
used atoll connection points furnished by the home manufacturer: Centedine anchors to
be sized according tosoll torque condition. Any manufacturers spedftcadonsforsldewall
.
anchor loads In excess of4,000 [be require a V anchor.
2
Refer to the Systems Placement Plans for the location of Longltudinal Lateral &acing
System.. (eve Attetched). Each system Is required to have a frame tie and stabilizer
attached at each lateral arm stabilising location.
a.
Remove trrrtto w pose firm loll at each 8133 pad location.
4
Attach tube clip to SOS pier pads (see Detall Assembly Drawing) center pad under beam
level pad. Angle Drive Pins may be driven vertically, through tour (4) slots in SW pier pad
now or afterhome is totally eeL Angle drive pins may be driven up to ten degrees (10) off of
vertical. if you choose to drive pins after home Is set; do not cover slots In pier pad.
160 Drive pins must be used in Florida.
a
Level home on concrete blocksordeluxested pier by Minuts Man.
a
Install Longitudinal and Lateral Bracing in accordance with Systems Placement Plan and
DetailAssembly Drawing.
7.
Install vertical anchors, frame tiae and stabilizers at each lateral arm ayatem location..
Thank you for using Minute Man Products, Inc. If you have any questions, please call Toll Free
at (800) 438-7277. MMAP007,2 R-4,
MADE IN THE USA
306 West King St. East Flat Rock; North Carolina 28726
II
FLORIDA ZONE II AND III LONGITUDINAL AND
LATERAL BRACING SYSTEMS PLACEMENT
For Roof slopes up to 4112 pitch
;ach system is required to have a frame Us and stabilizer attached at each lateral
arm stablilzing location.
Revised 611712W2
HOME DIMENSIONS REPRESENT BOX SIZE
EGEND Longitudinal fc
gitudinal and Lateral D,� Le Aral 6radng
Bracing System cing System Syswm
�Il
I
I
I
II
II
SINGLE AND DOUBLE WIDE
UP TO 48' LONG - 4 SYSTEMS
6Z INCLUDING HITCH
�bj EIR E
= C
2
FOR TRIPLE WIDE OR TAG UNITS-
8 SYSTEMS OVER 67 BOW K INCLUDING HITCH
3
it
II
11
11
II
II
SINGLEAND DOUBLE WIDE
N 79 LONG - 6 SYSTEMS
W INCLUDING HITCH
FOR TRIPLE WIDE OR TAG UNITS-
B SYSTEMS UP TO
ST BOX! WINCLUDING HITCH
LATERAL- BRACE FLEX TUBES FOR CONCRETE
URMSECrIM
LONGITUDINAL. BRACE FLEX TUBES ,FOR CONCRETE
TOPVIMN
I 0
Length Vades With Pies HeIG" SIDEVIEW
LATERAL BRACE MAIL ut t
J' x Z " M40E S ,
cAmAw �IA tti�ISiDE mm,
NUr AND WASHER. FRAME BaEM
4-#'�xif►' SELF DRIWNG
SCREWS — 2—FA SIDE
is KT � ALL o HOME �� FOR 99.V MAX SPAN
BOLTS ARE 104T
FOR ".So MAIL SPAN
MAX 4W (AN�s I�t IIIOi� Lg0K&WIQnVMMIRXX UGL)mm
'
11r HFAW -OM WASHER
W/ 1/2*xt—i/2' cAmwa BOLT n
b_
LONGITUDINAL. BRACE DETAIL
OUTSIDE HOME
h"x2—K"
CARAME BOLT
SPAACE
2— 39'
FOR
12'
TO 24"
PER
2— 44"
FOR
12"
TO 3r
PIER
2— Sr
FOR
12"
TO 40"
PIER
2— W
FOR
12"
TO 48"
PIER
Jfi0x2 )r CARRIW BOLT
MMLBC BEAM CUP
W 4 —Y1"x1 g"
am
NOTES
MAXWJM PIER HEIGHT 48"
MAX. SIMWALL HEIGHT 98"
MAX. BEAM SPACING 90-V
MAX ROOF EAVES 1S
NOTE: i1r BOLTS ARE GRADE 9
WHEN USING LONGMMNAL SPACES.
2ND PIER IN FROM THE END
SW PIER PAD OF THE HOME MAY BE USED
TO MAKE ROOM FOR BRACE TUBES.
LONGITUDINAL & LATERAL BRACING SYSTEM
DETAIL ASSEMBLY DRAWING
,..�� is r s f, ••..
IV
�c3 P,�i�IbY�d+'En�i
''�•1rru,..NN.
The Minute Man Anchor$ LLBS
Bracing System was Ceded for
Wind Zones 1,11, & IQ
Tested 1(VI 0/01
Rev. 3/4102
Rev 7/14104
Rev, Y/1/10
OR
sum
-UP UP
W"IM PAIJI
DRQEE PIN
o
t� Sp
8,150 Ib. WOWANG LOAD 20RSITH SMWL IZERS AND FRAME
TIES ARE REQUIRED ON 4 CORNERS OF ALL SINGLE WIDE HOMES.
ANCHOR STRAPS MAY BB INBTALLLD WTIH AN ANGLE AS IOW AS
80 DEGREES UP 10 90 DEGREES WHEN THEIR SOLE. PURPOSE 19
VR11;fMANCNORAOL
LLBS Longitudinal and Lateral Bracing System engineering certification for
Wind Zones I, II & III, ground and concrete applications.
wow=�"'� a ttaole�ty I�.Isr t q .•'�" ltAYWW *''
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HA�Ni *e1lnwettl►eluw 3 �� WMAMM
• � Ii,lta.�IS y I�o.11674 � •'
>tlrnuWl� t all logo
o.va Isgl..�l IS
"Upon
%evIIIp��lnoyq,r, +++,+w it #
�' 1 bF VLCe �.� �+ �. • � � � MUI� �tIRtY
bull
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No
/ Juty,• 2011
i
VRRT/CAL VIM SKIRTING ( Components & installation )
TOP FRONT-------...,
Snaps Into top back to hide screws and p
TOP BACK
Attached with 3/4" screws 18" apart
VENTED PANED--•••
3.9 Ines per foot of ventilation.
secured to top back and bottom rail with
BOTTOM
Attached to ground w 7" galvanized nail 19" o/c
If sandy soil, then attach to ground 8.6" o/c
*ALL PANELS ARE ACCESSIBLE BY REMOVING TOP FRONT AND PULLING UP ON PANEL.
i -
Vinyl skirting installation
Here's everything you'll need to add that finishing touch to any foundation. ASTC0 Vinyl
Skirting Is engineered to fit together precisely, for a professional Installation every time.
Installation is quick and easy
Before you begin your skirting installation, you will need to gather a few household tools.,
,Hammer, chalk line, tape measure, tin snips or aviation snips, and plumb bob.
1. Install the vinyl ground channel directly under the outside 2. Install the back skirting trim. Snap a.chalk line at the bottom of
edge of your home, using galvanized nails. Use a plumb your home to mark the position for the back skirting trim. Nail the
bob to determine exact location. trim pieces to the home using the nail slots. Make sure you place
the nail in the center of the slot and do not hammer tightly.
J. To go around corners, bend the bacK skirting trim at me
comers of the home and continue nailing. Do not cut.
4. Measure the skirting panels to the proper height, subtracting 114"
for expansion. Cut the panels to size, using tin snips. Slide panels.
over the back skirting trim and Into the vinyl ground channel,
Interlocking the panels as you install them. To form comers, bend
but do not cut the panels.
6. a) Cutting outside comers, 6. b) Cutting Inside comer
Determine the location of the cor• To cut the front skirting trim for
ner and cut a 51/8" section from inside comers, cut out a I or 2" tab
5. Snap the front skirting trim into place to hold panels the top edge of the spring lock. in the top edge of the spring lock.
securely, To form comers, do not cut the panels, notch In the center, cut a "V" 3/4" deep and make a small "V" cut through
and bend the panels. Follow the special guidelines shown and 11/8" wide at the top edge, the bottom lip. Bend and snap the
In Illustrations 69 and 6b to finish the skirting trim at the and a small "V" cut at the bottom, trim piece into place.
comers. Bend the front skirting trim and.
snap it into the comer: V4
ABTCO;
HANDRAIL GRIP SRF
L`z
MQNCOLCLHLAR CaCLAAR IdECE{EW
� 4- • al- PMmw. -EA'
-HANDRAIL HEIGHT. MEASURED VERTICALLY FROM THE SLOPED PLANE
ADJOINING THE TREAD NOSING. OR FINISH SURFACE OF RAMP SLOPE,
SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.
'HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH
CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS.
HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A
LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO
TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE.
2 X 2 BALUS
MIN. (3) 9MPSCN'S SDS 1/4- X 4-1/2- —
WOOD SCREWS FOR RIM JOIST TO POST
CONNECTION, (5) 16d NAILS OR EOUIVALENT
P.T. STEP LANDING FLOOR FAS
TO HOST FLOOR MEMBERS USING SRMPON'S
1/4- X 3-1/2- SDS WOOD SCREWS OR
EOUIV. AT 12' D.C. STAGGERED SCREW PATTERN � .T. 2X6
2X6 P.T. LANDING CONSTRUCTION
16- O.C. FLOOR JOISTS USING (5) 16d NAILS OR
EQUIVALENT AT EACH -JOIST TO RIM JOIST
CONNECTION.
30' GROUND ANCHOR
W/ TIE DOWN STRAP
STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY
(DO NOT OVER TENSION STRAPS)
(EACH SIDES OF.LANDING)
STAR TREAD AHD RHSERS
THEIUNDIMUM R66t HDGNT SHALL BE 7-3/4 INCIESS, THE RISER
94ALL BE MEASURED VERTICALLY BETWEEN LEAD= EDGES OF THE
ADJAQW TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT
OF STAIRS SHALL NOT Ex® TIE SMALLEST BY MORE THIN 3/8 NCR
THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES THE TREAD DEPGN SHALL BE
lEA91RFD HORQONTALLY BETwm THE VERTICAL AMINES OF THE MDRDMOST PRO,@O71CH
OF ADJACENT TREADS AND AT A RIGHT ANGLC TO RC TREADS LEADING EDGE.
THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT G' STAIRS SHALL NOT EX® THE
SLMAL1ESt BY MORE iFHAN 3/8 INCH.
1!E RMOAIS OF CURVATURE AT TIE IEILDNG mGE OF THE TREAD SHALL BE NO GREATER
THAN 9 6 NCH. A NOSING NOT LE55 7TUN 3/4 NCH BUT NOT m3m THAN 1-1 4 N
SHALL PRDIA3Eo ON STAIRWAYS WITH SOLID RMERS. A NOSING IS NOT REOIR� lHOSTE
THE TREAD upiH IS A LHOiDWM OF 11 INCHES.
T. 5/4- X 6 BOARD RAIL CAP THE GUARDS MAYBE WOOD, AUMNW, VNTL OR EQUIVALENT.
OPENINGS SHALL NOT ALLOW
,THE PASSAGE OF A4- DIAMETER SPHERE
2 X 4 TOP h BOTMA ATTACHED TO
TO POSTS WITH (2)08 WOOD SCREWS
ON INSIDE FACE
OPENINGS FOR REQUIRED GUARDS ON THE S—O' LANDING HEIGHT : 5 STEPS (MIL)
SIDE OF STAIR TREADS SHALL NOT ALLOW A 4'-6' LANOM REHGHT - 7 ''TIPS (MIN.)
SPHERE 4-3/8--TO PASS THROUGH. -
YIN. (1))/8 WSCREW ORBEQUIV.
STAIR AND LANDING ILD_: _ HE--
CONCRETE OPTION:
IF STEPS ARE INSTALLED ON EXISTING CONCRETE. THE GROUND
ANCHORS AND TIEDOWN STRAP CAN BE OMITTED.
THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING
CONCRETE SLAB USING SMPSON'S L—BRACKET OR EQUIVALENT.
(1) 2 X 6 P.T. ATTACHED TO POSTS T
USING (5) 16d NAILS OR EOUIVALENT AT EACH (3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING
2X6 TO POST CONNECTION. USING SIMPSON'S LSC ADJUSTABLE STAIR STRINGER OR EQUIV.
l
CONTRACTOR 9I\-1: III I\
Al I STAIR COMPONENTS TO BF PRESSURE TREATIFT) LUMBER
ALL FASTENERS IN CONTACI VATH P.T. 1 UMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL
t
V MT-MTAATE DESGN WW&EE0.170 WH
(H meroym)
aTa s scaTic H+wy, sic 1Dp
LAM V 91tl. 893%W
Kara: M-436 -2D44
Fm: L066650-iast