HomeMy WebLinkAboutManufactured Home & Installation SpecsApplicant
Address
Manufactured Home Installation Specifications
(Must be completed and submitted with your application)
JAMES YOUNG
5230 COMPASS COVE
FT PIERCE 34949
Manufacturers Name PALM HARBOR
Roof Zone 20S Wind Zone 3
No. of Sections 2 Width 24.0' Length 36.0'
Installation Standard Used (check) Manufacturers Manual X
Site Preparation
Debris and Organic Removal
Water Drainage: Natural _
Foundation
YES
Swale Pad X
Permit #
Year 2017
_ 15C-1
Other
Serial # TBD
Page # 13
Page # 13
Load bearing soil density Or assumed 1,000 psf X
Page #
13-15
Footing type: Poured in place Portable ABS ON CONCRETE PAD
Page #
22
Mainrail frame block: Size 8x8x16 Placement o.c. 10.0' MAX
Page #
23-24
Perimeter blocking: Size 8x8x16 Number AS REQ'D Location DOORS & HOST BEAM SIDES page #
21-22
Ridge beam support: Number 20 Size 17.5 x 25.5 Location I BEAMS
Page #
23-24
Center line blocking: Number 10 Size 13 x 26 Location MARRIAGE WALL
Page #
32
Special supports required (fireplace, bay window) Yes No X
Page #
N/A
FACTORY INSTALL a used CFC CENTERLINE
Mating of Units: Mating gasket �yp
Page
e #
36
Fasteners: Roof Type 6" LAGS Spacing 12" o.c.
Page #
39
Endwall Type 6" LAGS Spacing 12" O.C.
Page #
40
Floors Type 6" LAGS Spacing 16" O.C.
Page #
37
Anchors: Type 6,000 3,150 X
Page #
69
Height of Unit (top of foundation to frame): 24" - 36"
Page #
23
Angle of straps 45*
Page #
68
Number of frame ties SIDEWALL ANCHRRScmg 5'4" o.c.
P�
Page #
64
Number of over -roof ties (if required) N/A *ANCHORS TO BE CORE DRILLED IN CONCRETEage #
N/A
Number of sidewall anchors Zone 11 Zone III 14*
Page #
64
4 4* = HOME PRIDE LOCK DOWN SYSTEMS
Number of centerline anchors Number of stabilizers Page #
65 &SUPPLEMENT
Vents required for underpinning (I sf/l50 sf floor area): No. 6
Page #
95
Prepared by:
CHARLES P. ROGERS Date: 10/30//2017
Revised 7/22/2014
PERMIT NUMBER
CHARLES P. ROGERS Ucense# IH1025311
� PALM HARBOR Length x vildtff 36.0' X 24.0'
Ft MA or Rlwains Zone X Minimimum R EWAOCII
Floor at or above tUl"in. Requited 801MO i n Q OR Minimum Mr Piers 0
Addrg of home 5230 COMPASS COVE PL. FT. PIERCE, FL 34949
AtoQr: Cortrpift dhWm bebw orm*mN aepmb dhWam
I understand L09W Arm Sys = cannot be used on any home (new or used
where the sidewa6 Be lmEgg exceeds 5 R 4 In n ��
Typal pier spacing Installers inkleft
IV Qhrnu mm mm of Lnnattudinal and Lateral System
HOME PRIDE SYSTEMS i
■ ■ F4. ■ ■ ■ ■ 'L3 C�i�
�1
w
J �1�� ►+��1
• - • . • • . ++rs�+��++�
+••...••
1
Lmmumew Sf rg Device S�
Manufacturer
Longbrow StwadwDevice w/LVWWAnn
Wlan rf8Wlrer HOME PRIDE
MOMS LOCK DOWN
• "� ' PERM WORKSHEET page I of 2
New Home ® Used Boma ❑
Home boomed b the Maros InStolk ort mares
Home is Installecl In mince with Rub 16-C 13
Single Wide ® Wrid Zone II ® Wind Zonal 111
Double wide Q instal on, Decal it TBD
-rdpid Quad D taww #
PIER SPACM TAtE3f.E FOR USED HOWS
WI
oapacw
w*
(sq tn3
ur x 16"
{2t,8)
181? x 18 wr
(342)
2(r x 20p
000)
2P x 22'
O"r
2d' X 24'
(6,1sr
2fi x 26'
W%
3500
t3'
t3'
B'
8'
8'
li
• Wgglp~ s m ma mu-'r pm spat rlg Tp •
PIER PAD SRtr'S
I beam pier Pad sbm 17.5 X 25.5
Perk. r pier pad size 13 x 26
Other t� l� S� VARIES PER
(required by the n*.) ATTACHED
1--- W FACTORY PORCH
- Draw t o approxhfISIS locations of marrbge
wall openirt9s 4 foot or greater. Use this
srnbd to stew the piers.
List all Mantp wall openatgs greater than 4 foot
and Owk pier pad sixes ter.
POPULAR PAD SQES
Pad Siae
Sq In
16 x 16
2b6
16 x 1S
288
10 x 22.
17 x 22
374
48
131/4 x 261/4
3
17112 x 2212
394
20 x30
400
173116x253116
.441
24 x 24
a(
25x.25
676
ANCWM
Opening Pier pa"ite
Oft 15 5R
SEE ATTACHED FACTORY DIAGRAM DETAILS
FRAMEIM
X
+� kX spaced at V V oC [X
Other Ties Number
tlAartiage wal4 Sidewap 14
Slnearwal 4 r. Longitudinal 4 _
PERMIT WORKSHEET
page 2 of 2
PERMIT NUMBER
The po".penetratielm tM are rounded down to pot
or check here to declare 1000 fbL sod X wilhout testing.
POCKET PENETRONETER TFSTWG IIETMOD
1. Test the perimeter of the home at 6 lordions.
2. Take the reading at the depth of the footer.
3. Ong 500 Ix Increments, take the lowest
Ireadmg and round chum to that hu not
The results of the torque probe test Is NIA Inch pounds or chectc
ps o 275 inchEA tit
pounds rare 5 foot . ancho
Now A state approved Waal arm system is being used and 4 R
anchors are showed at the sidewali locations. I understand S It
anchors are required at al c ei terkie be pok is where the torque test
reading is 275 or less and where the moble tome awnulkturer may
reguirea anchors with thotdtng capacity.InlAfiSrS its
ALL TESTS YU$T BE PEFtFORMED BY A LICENSED *WAUJ9t
lnaftla tame CHARLES P. ROGERS
Data Tested
Connect docdri W conA c tom between mu%*%ide WAs. but not to the mein power
source. This indudes the bonding wire between muff wwe units. Pg. 53
Cab -ad all Sewer drains to an existing sewer tap or septic tank Pg. 54-55
Connect ar pobble water supply piptng to an existing water meter. wt3er tap, or other
Wepenftd water supply systems. Pg. 78
Debris and or�nio material removed
Willer : Natural Swale f>ffm
Floor: Type Faaterher. LAGS Length; 6" Spacing. 16"
Ways. Type Fasfondr LAGS 6" SpaCkV 12"
—Rootf Typa Fa�s%ner. LAGS t gam; 6" Spa12"
For used homes a min. 30 gauge, Jr wi l% galvanized nil Strip
will be wed am the peak of the roof and fastened with galv.
mo" nails at r on cerrber on bath sides of the centerline.
I aaderatuxi a pmparly hilted gasW is a reguir+errrent of an new and used
homes and ttwl corn. mold, meldew and buoMed marriage walls we
a msuit of. a poody Installed or no gasket being Insf led. I and nd a strip
of tape will ad serve as a gasket.
Instaws Indtaws e^—
ype 9g" FACTORY INSTALLED I
Pg. 36 Between
Between
Bottom oS'2n��es
The bottomboard will be repaired "or to Pg. 94
F�on whits la Installed to mandbcturefs Y
chimney bh�ed so as not to allow, intrusion of � vvater.(9
Slcir" to be install No
Dryer vent installed outside of sic 1n4g. IiD
hangs downtlaw vent Installed oubkie of rfi NIA
Drain Uives supported at 4 foo ' Yes
Electrical crossovers Yes
Oder:
i all Infom>altlort gw*n with this Permit woficriheat
Is accurate and tRe lamed on dw
Wftliler suture
lL
BLOCKING LOCATIONS SHOWN ARE CONSIDERED TYPICAL BLOCKS MAY BE MOVED FROM LOCATION SHOWN (WRH THE EXCEPTION OF SHEARWALL OR COLUMN LOCATIONS) AS LONG AS THE MAXIMUM SPACING IS NOT EXCEEDED,
UNLESS OTHERNRSED SPECIFIED IN THE NOTES BELOW. THE DISTANCE BETWEEN ANY ADJACENT PIERS MAY DEVIATE FROM THE LISTED SPACING BY 10%, SO LONG AS THE OVERALL AVERAGE DISTANCE BETWEEN PIERS IS EQUAL
TO OR LESS THAN THE LISTED SPACING. SEE SECTION 3 IN THE PALM HARBOR HOMES INSTALLATION MANUAL FOR MORE SPECIFICS ON BLOCKING THE HOME -
COLUMN LOADS
1O =15821
02 =15821
O = 19741
®= 19741
NOTES:
1. BLOCKING SPACING BASED ON 2OPSF LIVE LOAD ON ROOF AND 1000 PSF SOIL BEARING CAPACITY.
2. CONCRETE BLOCKS ARE ONLY RATED AT BUPOUNDS, M POUND PIERS OR HIGHER MUST BE
DOUBLE BLOCKED.
3. !LOCKING REOUWFDAT OPENING LESS THAN 4rIN VMTH OMYT0 IIAKE NVNI-OPERATIO4AL
DOORS OPERATIONAL PERIMETER SUPPORTS ARE REQUIRED ON EACH SIDE OF ALL OPENINGS GREATER
THAN 4W (E SIDING GLASS DOORS. BOX BAYWQNDOWS, RECESSED ENTRIES. ETC-) REFER TO THE
INSTALLATION MANUAL FOR MORE SPECIFICS.
4. MARRIAGE LINE BLOfADrIG ONLY REQUIRED UNDER WALL MARRIAGE UNE WALL AREA&
5. FOR WIND ZONE D AND ID INSTALLATIONS. AMR IS REQUIRED UNDER TKESHEARWALLTWHERRE
THEY ATTACH TO THE SIDEWALL. THESE SHFMALLSARE DNDKATED AS DARKENED-M WALLS ON THE
FLOOR PLAN.
B. ABS PIER PAD SUES AND CAPACITIES BASED ON MPDRMATION PROVIDED BY%WNUFACTURED HOUSING
FOUNDATXXNSYSTQAS.
am
TYPCALT*00W SREUD
RECDPFRNErM WOOUXI
1y sarwwwnw
ITEM LOCATION
WRNtlADE LIE
`� H]CI.YIOGTION
IWA4 LOCATM"
N RFA0PERM.0MYI.O0=
N
7. STABILIZER SYSTEM PER PAW HARBOR INSTALLATION MANUAL AND ALLS{DEWALLANCHORS ARE SPACED AT
¢4 MAXIMUM. FOUR FOOT GROIN ANCHOR MAY BE USED IXCEPTWHERE PALM HARBOR NNSTALATION MANUAL
SPECIFIES OFFERENT.
B. TT IS THE REBPONS®RDYOF THE DEALER ANDK)R INSTALLER TO CERTIFY THAT ANY BLOCKING ANDIOR
FOUNDATION PRINT(S). OR ANY OTHER DIAGRAM SUPPLIED FOR ANY SITE INSTALLATION. MATE
WITH THE LOUT ORDERED AND SEHNG SET AS WELL AS THE CONDITIONS OF THE SITE. THE MANUFACTURER
-WLL NOT BE LIABLE FOR DAMAGESAR6BNG FROM FAILURE OF THE DFALERANDIOR MALLERTO
MAKE CERTAIN THATTHE CONTRACTORNSTAU.ER RVS THE CORRECT DIAGRAMS. REGARDLESS OF WHATWAS
SUPPLED BY THE MAUFACTURER. THE MANUFACTURER ASSUMES NO RESPONSIBRRY OR LIABILITY FOR THE
DESIGN OF THE BLOCKING ANDOR FOUNDATION.
9. FOR MORE SPECIFIC INFORMATION REFER TO THE INSTALLATION MANUAL
T0. ALL SETUP MUSTCOLRLY WDW H THE PAHARBOR HOMES INSTALLATION MANUAL
E.
40
cl
Z
rw
V
JI
O.ml,
® 0
ra
'CKMaMP.RDWR9
".l.00mw
PRORnwIS ,"
1 LOGTION
PAWL
e1RELT:
am
pVlWN01601UNTON
nut.wsnmua
2/3
SERAV-0D 'M
moovm NAOW W
DESIM W FOR7D
PWROOF WELOAD
MD IMPW SQL.
9FAIZpm CAPA
BLK-1
9HET:O"
6' Y 6'
-11'-4 1/Y--( 18'-0 1/Y
a.^ 34'-6� a--30'-6� e— 26'-I j' e-- 22'-6j' e-- 17'-51' e-- 12--11' e— '-94' 6— V51'
36'-0"
12'-0' •_4•
�•_0• �0__r 29'-5� 24'-0 3060 3060 f"-12'-4� 5'-4' 0'
MASTER BEDROOM ; LIVING ROOM
124.2 SF r O 197 SF
i%
c 13
' � V
COMBINED
24'-s 237 SO. F[:'
(155). 41 14 22'-7'
25 -32 - 71 - 47f--� Im ^ `a =�
":; annl:c ve r
0 --
Kitchen /Dining
--- -
'
Ality.>. :....... ..
�_ ' ..4 ; ....... .
�v^......:._ REFRI'G I OPT....'.�6`.I
Lam.-71. 1 27-- 24•_41• 303fi
._6 . .-53._
�y— 34-6 " y�-30'-611 a'-- 26'-6j" a^ 22'-6�' d 9-
l-1- IF---4- 6 FI-5 3/4 —C
0 Column Requirements '4� in
6'9'3' lie -4:1��
Stud Lergth: 106 -2L1 @ 16 01C. 03 SPF Floor Dead Load: 11
Mmdege Wall nitr 108 Wmtl Zone: 3 Roof Dead Load: 15 /
_ ...�... F.rmosure: C Rm1 Live Lead 20
No.
!
l
Peslene
26 GA.
Straps
Opt Bracket
Lags IScre,,s
Tab
Span
Max,
Stretch
Stud #
Type & Size Block
Cdumni
Load
1
r
1
1
1 s
1 W-5•
0'-0•
1
1.24
N
791
1
a
114
1
1
6
W-51
T-0•
2
1-2x4
N
791
2
T
1
1
5
6--6-
0--0•
2
1-2x3
N
791
2
B
114
1
1
5
6'-5'
".
2
t-Zs3
N
791
3
T
2
1
6
".
01-w
2
2-2.3
N
987
3
B
115
2
1
6
W-4'
0'-0'
2
2.2z3
N
987
4
r
2
1
6
8'-4•
0'-0'
2
2-213
N
987
4
B
1/5
2
1
6
8'4'
2.2u3
N
987
Ytl01�'
axal
1s Ri
30
32
BEDROOM
67.7 SF
x
g�§
om
li= RETURN AIR PER "PA69-DS-3" UNDERCUT DOOR
Whole Ouse Fan Notes:
UP to 1428 Sq Ft. = 1 50 cfm fan
1429 to 2571 S . Ft. = 1 90 cfm fan
2572 and above = 1 110 cfm fan
f g�
&'-}i' '-11'y
9412 _il a-- 6'-9. v� -51.
5�L0'��8'-3 1�J2. 2
311 3' 6-
1
5pecfal lnstructlorI
Truss #)000000ex
X-12 Roof Pitch
X ft. flat ccillng
X it. Cathedral Ceding
R XX-XX XX
11EC C CONF6?M FOR 41
ORDER SPECIFIC nEM5
WALLS WITN IUAN INSTALLED
WALLS Wif OSB INSTALLED
WALLS WI .OSB INSTALLED
• 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 POUNDS
BASED ON SOIL
VALUES
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.
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
16" x 18 ''/Z" (rounded)
2.0
2,000
3,000
4,000
5,000
6,000
6,000
18'/z" x 1.8'/2" x 15/16"
2.360
2,360
3,550
4,730
5,91.0
7,090
7,090
18 ''/z" x 18 ''/z" x'/4"
2.375
2,375
3,563
4,750
5,598
5,598
5,600
13 ''/4" x 26 ''/W"
2.4
2.375
3,563
4,750
5,938
6,400
6,400
17" x 22"
2.5
2,500
3,750
5,000
6,250
7,500
7,500
20" x 20"
2.75
2,750
4,125
5,500
6,875
8,250
8,250
17 ''/z" x 22 '/z" (rounded)
3.0
3,000
4,500
6,000
7,500
%000
9,000
17 %2" x 25 %"
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
21.13" x 29.13" (rounded)
4.0
4,000
6,000
8,000
8,000
8,000
8,000
23 '/4" x 31 ''/4"
1 4.698
4,698
1 7,047
1 8,000
8,000
8,000
8,000
PAD CONFIGURATIONS
Pad Description
(Pyramid Footer Configuration)
Pad Area
(sq. ft.)
1,000 lb.
soil
2,000 lb.
soil
3,000 lb.
soil
(2) t3 14" x 26'W' as a base and (1) 20" x 20" on top
Three (3) 17" x 22"
Three (3) 17 %:" x 25 'h"
4.8
5.0
6.0
4,800
5,000
6,000
9,600
10,000
12,000
N/A
N/A
NIA
CAP BOARDS
MODEL # IDENTIFICATION
OT I CB 1 I Plastic Cap Board
OT 1 CB2 I Plastic Cap Board
DESCRIPTION
1"x8"x 16"
2" x 8" x 16"
The cap boards were test on umu pier juju) wim euner a singe ut uu-sw ataa -u .,aii vvu,u--
�1 1
HOME�"PRIDE
Manufactured Housing Installation Instructions
Loch Down Ati choring System
Wind Zones 2 & 3
1-Beam Connection
T
,w
IX
NOTE: If oneor more of the following conditions exlst contact a Registered Professianal fog)neer
Lateral/Longitudinal
Strut
ram,
L5i
•
Location is within 1,5W of the coastline.
•
PlerHeight exceeds 48".
..
Rbofeavasexceeds 16".
•
Sidewall height exteeds.96".
•
Length othome exceeds 76'.
ReaVlnea+ents t-tm use
•1. The use.of the Lock Down Ancho lri sysiem requires sidewall vertical ties atno
greater than 5V on center.
2.
Centerline anchors to be slieA accordingto the tall torque conditions.
3.
Sidewall anchor loads in excess of 4000 pounds requires a W anchor.
4.
Sidewall vertical ties can use 4' onchorsin
%oil type 40.
Facing the home
Facing the home
LEFT CORNER
RIGHT CORNER
S.
Homes requiring 4 Lock Down Anchor
assembll require the longitudinal
7 7.
s
atxl!•oral Britton oaeM aruhor. All
struts must be Installed towards the
centerof the home.
r„*
1 7
A. �y� .+,�f}••�'^{ '
�iVVY.T�1�'.:
y�+'.'�..1"pnf,.�•j�1
yil(l'(''�xt J
�`1� 'ryit 'r4 '��Y�i L`ri
.: �+` ):'s%j^ .•� ir•:�b
Facing the home
Facing the home Facing the home
LEFiCORN ER
CENTER RIGHT CORNER
6. Homes requlring6 Lock Down Anchor
assembIles only require longitudinal r�
struts on the'4 cornecpositlons. The
two center positions only require a
lateral strut. All struts muslba Installed
towards the center of the home. fit
�. ri'•� tf' t ! 'i
1 Y 1 j iMj1 'I'• •f 7 b; (' Y tf
L � .,-4°�- r'. t• M,, a a�fr.- Yo ,~X��t1�
'.f+ t...t: C;':sh 1,. .yt1 t :i ...t.'3,g'.•..- t,�.' ';' ;•.5
7. The placement of the comer systems should be at a sidewan vertical tie that falls no more than 11' and no less than 5' tram the end of the house on
ea6 corner.
1. Nua_ pFtuw
NUMBER OF LOCK QOWN ANCHOR AS5EMBLIES NEEOEO•
Wind Zones 28, 3 with roof phah G/12 or to,
Single or Double section homes 36' to S1',11a In length (excluding hitch) 4
+ Single or Double section homes 52' to 76' In length (excluding flitch) 6
NOTE: Roof pitches gteator than 6/12 will require additional systems, contact tome Pride, Inc. for assistance.
NOTE,. Homes less than 36'— Luck Down Systemshould notboused,
ANCHOR ASSEMBLY PLACEMENT
Using 4 Anchor Assemblies
�7m--
Tm, � ve
Lack Do" Anchor AssembN Components Ust /
1. Ground'Anchor with Strut Attachment Cap
2. ]%.Mate, )
3. Lateral Strut i
4. Longitudinal Strut
�S, Beam Clamp Assembly
Using 6 Anchor Assemblies
Wo"rl�ta�G�wr tot w is era �t
� as w c•'au�
Lock clown AntnOr AffarnblV Insgllattgn Instructions
The Ground Anchor with Strut Attachment Cap w01 lake the place of one perimeter anchor
and alignwith a sldewall vertical strap. install this anchor at a slight angle, not to exceed
15 degrees. This assembly indudei a-ttablWar plate that is.itistalled with the anchor and
pouched with a U-boit and.t— noi3. The et.blll;er plate should be drivel. Ildv It,. 6rwur7
the.anchor is about 2/3 Installed. Attach the stabilizer to the. ah�hor shah ustdg thh U-boll
and nuts then complete the install of the anchor until the strut attachmentcep Is flush to
the ground or slightly recessed into the ground, nopmore they) K". The Strut Attachment
3kbr�a
'Cap should be Installed within H" or flush io.the to of the stabiil:er' laid. j �!t t' �s•�f.4�,�, �, rx
.Icon iilmrratinn to the right.:'i
NOTE! State of Florida allows a pilot holes to be drilled to atsbt anchor installation in ektramety hard soil tondhions. If this process bused during installation
of the Ground Anchor with Strut Attachment Cap the sall must be placed back In the pilot hole and compacted at 6` intervNs, This process should take place
when the anchor is 8"•1D" from fully Ipstilted—allowing room tor the toll to W placed back in the pilot hole and property packed;
'A" KF�PRI A 2.
Once the ground anchor assembly ls fully installed, attach longitudinal' and lateral struts according to the diagram under anchor assembly placement (page 1.). The
lateral arm tasieners.are'to be insfalled tightly inuis and bolts). The Beam Clamp assembly has two holes for the bolt and nut placement. Depending on the width of
the beam, the corresponding hole should be used that pushes the front of the metal plate as doseas'pouibte to -the upright of the beam. See the illustration on page
Lateral struts should be Installed In line with the center anchor head and attached at the top 6f the I-beam.
Lateral strut angles must fall within 10 degree minimum • 60 degree maximum. Longitudinal strut angles trust fall within 10 degree minimum -SO degree maximum
ts¢yIA,W
gaesahM
,qu5
1.0m
1.4 snot
".x jKkm
.. —RU'ar
c*6cn
After the Lock.Down Anchor Assensblies have been.rullY Installed and oil permilet anchors and straps fully Installed oad tightened — eath strut has o felt tepPmg
screws that must be'lnstalled es the Anal step, Predrilled holes. are provided. on the outer strut indicating placement. It the predrilled holes can not be aaessed,
Install the screws as close to'the,piedrllred holes As pdsslble - making suro.they are tapping into the inner strut.
The Lock Down Anchoring System should only be used for homes In the state of Florida. This anchoring system is not designad, tested or appoved for use in anv
other state.
ContactHome Pride'InQ' 276-4%0562 Of at conMdut haenchors cam for any questions concedng this product.
Notes,:
PRODUCT WAR ILIM
Homo Prida warronli he Lode dawn Anchor System (HP LDS) agolnct date inworkmnnship and mat ttal of the silo of Its initial instellatfon. Tfds Wosanty Is only W
the benefit of the original purihMe't and Is no(traesferabla. The lip Los is spacifialty designed and approved for use In the State of Florida. This.product Is not
approved for use and should rat be used outside theState of Florida. 71113 Product must not, be roused or reinstalled at airy other location. 11 used in Violation of
this Wanontyornot lnstatledinaccardancewith instali n ru lens, ali written and Implied warranties are void and disclaimed. HPLDSproductswhichprelound
to issue detects w61 bo replaced or repaired et Home:Pdde's sprier. This Expres%Warranty, Is limited to replacement of product. When the product is replaced, aR
Wavanly righle'ero axdngulahod.
There are no other warranties japress or Implied) whatsoever which apply to the HP LOS product or to items that are lunctlonally part of the HP LOS product. Home
Pride disclaims any and all other Implied warranties, including (but not limited to) warranties of habitabigty, workmanship, materials, and fitnou for a particular purpose
to the extent allowed by law, and any Implied warranty that exists despite this disdalmer is limited to a period of one it) year from the effective date of this Warranty.
Those Ilmltaflons shall be enforceable to the'extent oeimittedtry law,
HP LOS products which are examined and are found not to be detective will be returned to user and all costs associated with examinatlon of the andwf product will be
Incurred by theuser. Thd user Is responsible for aR maintenance of the his Los -product, including ra;ular monitoring of stability and Integrity of HP LDS products.
for a warranty claim, contact your distributor, or Home Pride IWet 15100 industrial Park Read, Bristol, Virginia, 24202.
3. H�
VERTICAL VINYL SK12TING ( aamPonerato & instul"tiOn )
TOP FRONT
Snaps Into top back to hide screws and p
TOP BACK .
Attached with 3/4" screws 16" apart
VENTED PANEL
3.9 Incas per foot of ventilation
secured to top back and bottom rail with
BOTTOM
Attachm to ground W 7" galvanized nail 19" o/c
If sandy soil, then attach to ground 8.5" o/c
*ALL PANELS ARE ACCESSIBLE BY REMOVING TOP FRONT AND PULLING UP ON PANEL
Vinyl skirting installation
Here's everything you'll need to add that finishing touch to any foundation. ABTCO 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
edge of your home, using galvanized nails. Use•a plumb
bob to determine exact location.
3. To go around corners, bend the back skirting trim at the
comers of the home and continue nailing. Do not cut.
5. Snap the front skirting trim into place to hold panels
securely. To form comers, do not cut the panels, notch
and bend the panels. Follow the special guidelines shown
In Illustrations 6a and 6b to finish the skirting trim at the
corners.
2. Install the back skirting trim. Snap a chalk line at the bottom of
.your home to mark the position for the back skirting Vim. Nail the
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.
4,,Measure the skirting panels to the properbeight, subtracting 1/4"
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 corners, bend
but do not cut the panels.
6, a) Cutting outside corners.
Determine the location of the cor-
ner and cut a 5118" section from
the top edge of the spring lock.
In the center, cut a "V" 314" deep
and 1 118" wide at the top edge,
and a small "V" cut at the bottom.
Bend the front skirting trim and
snap it into the comer.
6. b) Cutting inside corner
To cut the front skirting trim for
inside comers, cut out a 1" or 2" tab
in the top edge of the spring lock
and make a small "V" cut through
the bottom lip. Bend and snap the
trim piece into place. Av
ABTTCO.
HANDRAE GRIP 517F517E
L4�1
E
1lONCDICULAR cNT c" RECEsm
Ptrmlalrl.�' • Bi Pemlder sE,�
'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 FIGHT WITH FOUR OR MORE RISERS.
• HANDRAIL ASSEMBLES AND GUARDS SHALL BE CESIGNED TO RESIST A
LOAD OT 50 PLF APPLIED IN ANY DFECTION AT THE TOP AND TO
TRANSFER THIS
LOAD THROUGH THE SUPPORTS TO THE STRUCTURE.
2 X 2 BALUSTER/
LIN. (3) SIMPSCN'S SDS 1/4' X 4-1/2-
WOOD SCREWS FOR RIM MST TO POST
CONNECTION. (51 t6d NAILS OR EQUIVALENT
P.T. STEP LAUDING FLOOR FASTEN
TO HOST FLOOR MEMBERS USING SIMPON'S
1/4• X 3-1/2- SDS WOOD SCREWS OR
EOLAV. AT 12' O.C. STAGGERED SCREW PATTERN g .i. ZX6
2X6 P.T. LANDING -CONSTRUCTION
IS- O.C. FLOOR JOISTS USING (5) 164 NAILS OR
EQUIVALENT AT EACH JOST TO RIM JOIST
CONNECTION.
30' GROUND ANCHOR
W/ TIE DOWN STRAP
STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY
(DO N07 OVER TENSION STRAPS)
(EACH SIDES OF LANDING)
: MAMMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER
ILL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE
UICENT TREADS. THE GREATEST RISER HEIGHT MTHIN ANY FLIGHT,
STAIRS SHALL NOT EXCEXD THE SMALLEST BY MORE THAN 3/8 NCK
MINIMUM TREAD DEPTH SHALL BE 10 OLOff& THE TREAD DEPTH SHALL BE
ISUM HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FORMOST PROJEClON
ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE
GREATEST TREAD DEPTH "THIN ANY FLIGHT a EXCEEDSTADtS SHALL NEXCEEDTHE
UlEST BY MORE THAN 3/8 INUL
OF 714E TREAD SHALL BE NO GREATER
NON BUT NOT MARE THAN T-1/4 =
RS. A NOSING K_ NOT REOIDiZF,D 1•HFI2
T. 5/4- X 6 BOARD RAIL CAP
THE WARDS MAYBE WOOD. ALUTANUM. VINYL. OR EWIVALFNT.
OPENINGS SHALL NOT ALLOW
-THE PASSAGE OF A 4' DIAMETER SPHERE
(1) 2 X 6 P.T. ATTACHED TO POSTS
USING (5) 16d NAILS OR EQUIVALENT AT EACH
2X6 TO POST CONNECTION.
NOTE:
2 X 4 TOP & BOTTOM ATTACHED TO
TO POSTS WITH (2)98 WOOD SCREWS
ON INSIDE FACE
OPENINGS FOR REQUIRED GUARDS ON THE
SIDE OF STAIR TREADS SHALL NOT ALLOW A
W% MIN. (116 WWOOOD TSCREW OOR EQUIIV
S-O' LAMBING HEIGHT - 5 SiTPS (MwJ
4'-D- LANDING HEIGHT . 7 STTPS (MIL)
STAR AND LAUDING RLUMINAPON REOIARID
CONCRETE OPTION -
IF STEPS ARE INSTALLED ON EXISTING CONCRETE. THE GROUND
ANCHORS AND TIEDOY.N STRAP CAN BE OMITTED.
THE P.T. A X 4 POSTS SHALL BE ANCHORED TO THE;EXISTING
CONCRETE SLAB USING SIMPSON'S L-BRACICET OR EQUVALENT.
(3) 2 X 12 P.T. STAIR STRINGERS ATTACHED TO P.T. LANDING
USING SIMPSON'S LSC ADJUSTABLE STAIR STRINGER OR EOUIV.
K1L`li:Litl(•]a-l:Iil� I�?J i s iaf CiiJ.6TI:]>t�Y•1.17l Ali/I: L
DIMENSIONSALL • CONDMONS PRIOR TO CQNSTRUCTION,
ALL STAIR. COMPONENTS TO BF PRESURF TREATEDi
CONTACTALL FASTENERS IN AI • •• • 4.,N••• . 1
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