HomeMy WebLinkAboutMANUFACTURER HOME INSTALLATION SPECIFICATIONSI
Manufactured Home Installation Specifications
(Must be completed and submitted with your application)
StANN ED
.l cttn ROBERT BUFFA BY Permit#
ddre, 987 NETTLES BLVD Sit. Lade cagy-fTify
Manufacturers Name JACOBSEN
Roof Zone Wind Zone 3
No. of Sections 2 Width 20 Length 39
Installation Standard Used (check) Manufacturers Manual YES
Site Preparation
Debris and Organic Removal YES
Water Drainage: Natural
Swale Pad YES
Year 2018 Serial #
15C-1
Page #
_ Other Page #
Foundation
Load bearing soil density 1500 Or assumed 1,000 psf
Footing type: Poured in place Portable YES
Mainrail frame block: Size 17X22.5 Placement o.c.
Perimeter blocking: Size 16X16 Number WHERE Location NEEDED
Ridge beam support: Number Size Location
Center line blocking: Number Size Location
Special supports required (fireplace, bay window) Yes No X
Mating of Units: Mating gasket FACTORY Type used FOAM
Fasteners: Roof Type GALV Spacing O.C.
Endwall Type LAG 6" Spacing 24" O.C.
Floors Type LAG 6" Spacing 24" O.C.
Anchors: Type 6,000 3,150
Height of Unit (top of foundation to frame):
Angle of straps 45
15 Spacing 5.4 .o.c.
Number of over -roof ties (if required)
una er of sidew!aR anchor Zone II Zone III 15
Number of centerline anchors 4 Number of stabilizers 4
Vents required for underpinning (lsf/150 sf floor area): No.
Aloz�
Prepared by: Date:
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Revised 7/22/2014
OLIVER TECHNOLOGIES, INC.
FLORIDA INSTALLATION INSTRUCTIONS FOR THE
MODEL 1101'`V" SERIES ALL STEEL Fn1 JNnAT1nN cvs
MODEL 1101"11" (STEPS 1.15)
LONGITUDINAL ONLY: FOLLOW STEPS 1-9
FOR ADDING LATERAL ARM: Follow Steps 10-15
FOR CONCRETE APPLICATIONS: Follow Steps 16-19
ENGINEERS STAMP
\L CIRCUMSTANCES: If the following conditions occur - STOP! Contact Oliver Technologies at
height exceeds 48" b) Length of home exceeds 76' c) Roof eaves exceed 16" d) Sidewall hi
tion is within 1500 feet of coast
page 1
revision 6107
ENGINEERS STAMP
V-LG4-/43/ :
exceed 96"
INSTALLATION OF GROUND PAN
2. R move weeds and debris in an approximate two foot square to expose firm soil for each ground pan ) .
3. PI° ce ground pan (C) directly below chassis I-beam . Press or drive pan firmly into soil until flush with 0r elow soil.
SPCIAL NOTE: The longitudinal "V" brace, system serves as a pier under the home and should be- lo ' ed as any
other pier. It is recommended that after leveling piers, and one-third inch (1/3") before home is lowered mpletely on
to ,�iers, complete steps 4 through 9 below then remove jacks.
- INSTALLATION OF LONGITUDINAL "V" BRACE SYSTEM
II
NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTIONI IS REQUIRED. SOIL TEST
PRO E SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION. IF PROBE TP T READINGS ARE BETWEEN
. 1f 8 275 A 5 FOOT ANCHOR MUST BE USED. IF PROBE TEST READINGS ARE BETWEEN 276 & 350 A 4 FOOT A HOR MAY BE USED. USE
GR UND ANCHORS WITH DIAGONAL TIES AND STABILIZER PLATES EVERY 5'4" . VERTICAL TIES ARE ALSO RECIII IRED ON HOMES SUPPLIED
WITH VERTICAL TIE CONNECTION POINTS (PER FLORIDA REM) .
4. S lect the correct square tube brace (E) length for set - up (pier) height at support location. (The 18" tub is always
4 ed as the bottom part of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled [t length as long as a
4 to 45 degree angle is maintained.
PIER HEIGHT 1.25" ADJUSTABLE 1.50" ADJUSTABLE
(A prox. 45 degrees Max.) Tube Length Tube Length I
7 3/4" to 25" 22"
24 3/4" to 32 1 /4" 3Z' 18
33" to 41" 44" 18":
40" to 48" 54" 18"
5. pnstall (2) of the 1.50" square tubes (E {18" tube) ) into the "U" bracket (J), insert carriage bolt and leak
t
justment. f
6. lace I-beam connector (F) loosely on the bottom flange of the I-beam.
7. lide the selected 1.25" tube (E) into a 1.50" tube (E) and attach to I-beam connectors (F) and fasten�I
8. 'Repeat steps 6 through 7 to create the "V" pattern of the square tubes loosely in place. The angle is
j�egree and not below 40 degrees.
9. fter all bolts.are tightened, secure 1.25" and 1.50" tubes using four(4) 1/4"-14 x 3/4" self -tapping scre r
I
110STALLATION OF LATERAL TELESCOPING TRANS —VERSE ARM SYS Ear
HE MODEL 1101 "V" (LONGITUDINAL 8 LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZE
NOTE: THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5-4. II
FOUR FOOT (4') GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPEC
I
10. install remaining vertical tie -down straps and 4' ground anchors per home manufacturer's instructions
nchors to be sized according to soil torque condition. Any manufacturer's specifications for sidewall i
,000 lbs. require a V anchor per Florida Code. I
11. oTE: Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilize I
tabilizer plate needs to be located within 18" from of center ground pan. 1
12.!Pelect the correct square tube brace (H) length for set-up lateral transverse at support location. The I
r 72' lengths. (With the 1.50" tube as the bottom tube, and the 1.25" tube as the inserted tube.)
13. nstall the 1.50 transverse brace (H) to the ground pan connector (D) with bolt and nut.
14.1 lide 1.25" transverse brace into the 1.50" brace and attach to adjacent I-beam connector ( I) with bql,
iCI .. �..-_ w inn •____-____ _ _ ___ ...... - _
OLIVER TECHNOLOGIES, INC.
1-800-284-7437
nut loose for final
Isely with bolt and nut.
to exceed 45
in pre -drilled holes.
PLATES & FRAME TIES.
ES DIFFERENT.
ITE: Centerline
for loads in excess of
location. This frame tie &
come in either 60"
and nut.
Telephone: 931-7964555
Fax: 931-796-8811
www.olivertechnologies.com
�1 longitudinally or 18 inches transverse to allow proper distance between the concrete bolt and the edge of
c Footers must have minimum surface area of 441 sq. in. (i.e. 21" square), and must be a minimum of 8" de
d 'If a full slab is used, the depth must be a 4" minimum at system bracket location, all other specifications rr
Special inspection of the system bracket installation is not required.. Footers must allow for at least 4" froi
of the concrete.
NOTE: The bottom of all footings, pads, slabs and runners must be per local jurisdiction.
LON61TUDINAL: (Model 1101 LC "V")
17. hen using Part # 1101-W-CPCA byg!gen.-simply install the bracket in runner/footer OR When installing in
0 D C d t . The 1101 (dryset) CA bracket is attached to the concrete using (2) 5/8"x3" concrete
162300H 5/8" X 3" or Powers equivalent). Place the CA bracket in desired location. Mark bolt hole locatii
asonry bit, drill a hole to a minimum depth of 3". Make sure all dust and concrete is blown out of the hole
h les, then place 1101 (dry set) CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer,
g1w dn by hitting the nut (making sure not to hit the top of threads on bolt). The sleeve of concrete wedge boll
of concrete. Complete by tightening nuts.
LAT RAL¢ (Model 1101 TC "V")
18. ffor wet set (part # 1101-W-TACA) installation simply install the anchor bolt into runner/footer. For dry set in
ark bolt hole locations, then using a 5/8" diam. masonry bit, drill a hole to a minimum depth of 3". Make
ylown out of the hole. Place wedge bolts (Simpson part #S162300H 5/8" X 3" or Powers equivalent) intol(D''
q,onnector and into drilled hole. If needed, take a hammer and lightly drive the wedge bolts down by hitting t
the top of threads on bolt), then remove the nut. The sleeve of concrete wedge bolt needs to be at or below
19. hen using part # 1101 CVW (wetset) or 1101 CVD (dryset), install per steps 17 & 18.
Notes:
I' 1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. • = STABILIZER PLATEAND FRAME11E LOCATION (needs io
be bcabd vAhn 18 ixdles doa da dgxnd pan croaxiebe)
3. 7-'- LOCATION OF LONGf f UDINAL BRACING ONLY
4. TRANS'VERSE&LONGITUDINALLOCATIONS -
SIG
I
I�I
IND
li:
.17
ALL WIDTHS; AND LENGTHS UP TO 52'
11
•
ALL WIDTHS; AND LENGTHS OVER 52' TO 80'
•
r,
HOMES �1NITH 5/12 ROOF PITCH REQUIRE: PER. FLORIDA REGULATION
6 systemMs for home lengths.up to 52' and &-systems for homes over.52' and_i
plate and frame tie required at each lateral bracing system.
concrete (see below).
be per local jurisdiction.
e concrete bolt to the edge
dge bolts (Simpson part #
then using a 5/8" diameter
Place wedge bolts into drilled
t lightly drive the wedge bolts
Ilation (part # 1101-D TACA)
re all dust and concrete is
)ncrete dry transverse
nut (making sure not to hit
. One stabilizer
i
Flor
anchors may be used in all
locations except where
home manufacturers speci.
fications for sidewall straps
are in excess of 4,000 lbs.
These locations require a 5'
anchor. Per Florida Code.
�j�D -Gro
Pan
trance
conned
Transverse arm 1-beam
connector
<H - Transverse arm
— Top (1 (1.
/bottom (1.5' )
E - o Brace Tub
. i Top (1.25')
Bottom (1.5')
- -Ground Pan
b
Longitude dry
c ncrete bracket
p rt # 1101 D=CPCA
Wet bracket part #
1101 W-CPCA not
s own
=lorida approved 4' ground
anSc,H�ors may be used in all
0 '''� ons except where home
na ufacturers specifications
or idewall straps are in
axcess of 4.000 lbs. These
oca ions require a W anchor.
"eq lodda Code.
A
D -Concret
U bracket
transverse
connectors
F :"W brace I-beam 5
connectors
\Y/
J - ground Pan
V Bracket
page 3
revision 6107
C = GROUND PAN
D = GROUND PAN r ONNECTOR
U BRACKETS NSVERSE
E = TELESCOPING BRACE
TUBE ASSEMB W/ 1.5 BOT-
TOM TUBE AN i 1.25 TUBE
INSERT
F = "V" BRACE [-BE M CONNEC-
TORS ASSEMB
H = TELESCOPING! TRANSVERSE
ARM ASSEMBL
I = TRANSVERSE IM I -BEAM
CONNECTOR f
J= V PAN BRACKET
Model # 1101 "V"
Alternate Hale for
Narrower Beam Flange
Grade s -1/2- x 1" I
Carriage Boll & Nut
Grade 5, 112' x 2 1/2"
Carriage Boll & Nut
I -BEAM CONNECTOR BRACKET
Transverse arm I-beam
connector
�H - Transverse arm
�— Top (1.25-)
bottom (1.5')
TubK yy��
Concrete
Footed Runner
F- :%r brace I-beam
connectors
��
J - Concrete
"W Bracket
Model11t CVD
Model110 W
CV
not shown
C = CONCRETE F' OTER/RUNNER
D = CONCRETE UI RACKETTRANSVERSE
CONNECTOR ({ onnects with grade 5 -1/2" x 2
u i 1/2— carriage t
Y & nut)
E = TELESCOPIN V BRACE
TUBE ASSEMB W/ 1.5 BOT_
TOM TUBE A 1.25 TUBE
INSERT
F = "V" BRACE I$ M CONNECTOR ASSEMBLY
(connects with rade 5 - 1/2" x 4" carriage bolt
& nut)
H = TELESCOPIN TRAN5VER5E ARM
ASSEMBLY
I = TRANSVERSE( RM I -BEAM CONNECTOR
(connects with g e 5 -1/2" x 21/2"" carriage bolt
& nut)
J= CONCRETE -Vr BRACKET (connects with
grade 5 - 112" " carriage bolt & nut)
Model # 1101 C W"
OLIVER TECHNOLOGIES, INC. Telephone: 931-796-4555
1.800-284-7437 11 Fax: 931-796-8811
www.olivertechnologies.com
c
0
r-
Certification of Enghi-eered Flood Openings
In accordance with NFIP, FEMA TB 1-Q8, and.ASCE/SYE-1-24-05 x.
i hereby certify that the Crawl Space Door Systems flood vents 8160, 122005, 1232CS,161608 1624CS, 1632CS, 2032CS, 2424CS,
and 2436CS are designed in accordance with the requirements of the NFiP "Flood insurance Manual' (2011) to provide automatic
equalization of hydrostatic flood forces by allowing for the entry and exit of floodwaters, when properly Installed and sized as set
forth below. This certification follows the design requirements and specifications. established in, FEMA Technical Bulletin 1-08,
"Openings in, Foundation Wails and Walls of Enclosures Below Elevated Buildings in Special Flood Hazard Areas; and the ASCE
Standard for ,"Flood Resistant Design and Construction" (ASCE/SEI 24-05). The actual vent opening measurements were determined
and certified by Mr. Christopher Mark Loney, Virginia PE No. 029000. Calculations are based on the spreadsheet formulas, and
"Review of certification of Engineered Flood Openings, dated January 16, 2012" prepared by Dr. Georg Reichard, Associate Professor
of Building Construction, Virginia Teeh.
Section 2.6.2.2 of ASCE 24 provides an equation to determine the required net area of engineered openings (A,) for a given enclosed
area (Ae). This equation is based -on the hydraulic Formula for the flow rate across sharp edged -orifices. I have utilized this equation
to calculate 1) the respected flow rate through the individual openings between louvers; 2) the flow rate through the main frame
opening In case the louver Is blown out during a flood event; and 3) the flow rate of water flowing through louver blades following
hydraulic short tube theory. The ultimate maximum total enclosed area (k) that can be serviced by a single vent has then been
determined by utilizing the lowest flow rate of the three assessed scenarios for each vent and is listed in Table 1.
These values are based on the following assumptions:
• In absence of reliable data, the rates of rise and fall have been
assumed with 5 feet/hour;
• The (maximum) difference between the'exterior and interior
floodwater levels has been assumed, with 1 foot during base
flood conditions;
• A factor of safety of 5 has been assumed, which is consistent
with design practices related to protection of life and property;
• The net area of openings (A,) as provided by the manufacturer.
and L
certification will be voided if the following installation
drements and limitations are not enforced: "
There shall be a minimum of two openings on different sides of Table 1 Maximum total enclosed area (A�) that can be
each enclosed -area; served by each individual model based on the
The bottom of each required opening shall be no more than 1ft given net area of engineered openings (A,)
above the adjacent ground level;
No temporary (e.g. during cold weather) or permanent solid cover may be placed into or over the flood vent that would block
the automatic entry or exit of floodwaters at any time;
Where analysis indicates rates of rise and fall greater than 5 ft/hr, the total enclosed area as given in Table 1 shall be reduced
accordingly to.accountfor the higher rates of rise and fall.
24 x 36
852
1765
Name, Title Steve A. Geci,President, Ged & Associates Engineers, Inc.
Address 2950 N 11`s`Avenue, Pensacola, FL 32503
license Florida Professional Engineer, U " se o. 33658
Signature
AlfiGation of "the Building and Installed Flood Vents '(By Od
The flood vent models marked in Table 1*) are being installed at the following building:
Building Address.
III
No. 336513
lea STATE OF w�