HomeMy WebLinkAboutBUILDING PLANSBLOCKING LOCATIONS SHOWN ARE CONSIDERED TYPICAL. BLOC* MAY BE MOVED FROM LOCATION SHOWN (WITH THE EXCEPTION OF SHEARWALL OR COLUMN LOCATIONS)AS LONG AS THE MAYAMUM SPACING IS NOT EXCEEDED.
UNLESS C'FHERWDSED SPECIFIED INBETHE DISTANCE LOW
SEES CTiON 3 INTH THE HNtDDRH HOMES INSTALLATION MANUAL FOR MORE SPECIFICS ON BLOCKINGEN ANY ADJACENT PIERS MAY DEVIATE FROM THE LISTED SPACING BY 10%. SO LOW. AS THE OVERALL VERAGE DISTANCE BETWEEN F9ER51S EQUAL
H
TO OR LESS
� THE LISTED SPACI
COLUMN LOADS
{(D
V
NOT£ PERIMETER &.00NfING IS NOT REQUIRE AT THESIDEWRLLS ON MODULES t2'A'ANDLE55 IR WIDTH
INSTALLING HOME CAN BE VERY DANGEROUS, ONLY QUALIFIED PERSONNEL SHOULD EVER ATTEMPT TO INSTALL A HOME.
NOTES.
1. BLOWNG SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND ID00 PSF SOB. BEARING CAPACITY.
Z_ CONCRETE BLOCKS ARE ONLY RATED AT SM POUNDS, B= POUND PIERS OR HIGHER MAST BE
DOUBLE BLOCKED.
S. BLOCKING REQUIRED AT 0991E l6 LESS THAN 48'IN WIDTH ONLY TO MAKE NON-0PERAVOMAL
DOORS OPERATIONAL. PRRIIEfER SUPPORTS ARE REQUIRED ON EACH SIDE OF AA-L OPEMNGS GREATER
THAN AI' IE. SLICING GLASS DOORS. BOY, BAY WINDOWS, RECESSED ENTRIES. ETC-. REFER TO THE
INSTALLATION MMMAL FOR MORE SPECIFICS.
4- MARRIAGE LINE BLOCIQNG ONLY REOUIRED UNDER WALL MARRIAGE LINE WALL AREAS-
-0r. FOR VHNDZCAIEIA7(111EINSTALLATIONS, RPIER ISREQIi)nLINDERTHE'SHEARAIALLS'WHERE
THEY ATTACH TO THE SIDEWALL. THESE SHEARWALLS ARE INDICATED AS DARILENEOJN WALLS ON TFME
FLOOR PLAN.
D, ADS PIER PAD SIZES AND CAPACITIES BASED ON INFORMATION PROYR)ED BYWANUFACTURED HOUSING
FOUNDATIMSYSTEMS.
mPCLL FE•IfW»Pmn
PPA11vEPIPETFnaWO[IN0
F6EAlA LOG,TtON
M ANPRN6FlPE
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�, r�onaalm,�leP aAaaoi+a
norc M4DOxeaa
7. STABws SYSTEM PER PALM HARBOR INSTALLATION MANWIL AND ALL SIDEWALL ANCHORS ARE SPACED AT
5'4' MAXIAW FOUR FOOT GROUND ANCHOR MAY BE USED EXCEPT MERE PALM HARBOR WSTALLATIOFN MANUAL
SPECIFIES DWFERM-
S R IS THE RESPONSIBILITY OF THE DEALER AND/OR INSTALLER TO CERTIFY THAT ANY BLOCKING AHOPOR
FOUNDATION PRINTNb OR ANY OTHER DIAGRAM SUPPLIED FOR ANY SITE INSTALLATION, CORRELATE
WITH THE UNIT ORDERED AND BEING SET AS WELL AS THE CONDITION OF THE SITE, THE I4ANJFACTLJRER
WILL MDT BE LIABLE FOR DAMAGES ARISING FROM FAILURE OF THE DEALER AND/OR INSTALLER TO
MAKE CERTAIN THAT THE CONTRACTORANSTALLER HAS THE CORRECT DIAGRAMS, REGARDLESS OF WHATWAS
SUPPLIED BY THE MAUFAC'TURE I." MANUFACTURER ASSUTAES NO RESPONSIBILITY OR LABILITY FOR THE
DESIGN OF THE SLOWMD M l)fOR FOUNDATION.
9. rOA MORE SPECIRC INFORMATION REFER TOTHE INSTALLATION MANUAL,
IIL ALL SETUP MUST COMPLY WITH THE PALED HARDOR HOMES INSTALLATION MUUILAL.
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- PERMIT WORKSHEET .gage z of 2�
PERMIT Nt)MBER
The poc mt onetrornater. toga pre rounded dawn to 1590 psf
or check here to dedare 9000 Ib. soll —w}thout toWng.
x
1500
_.�
X 1500
x 1500
POCKET PENETROMETER TESTING MEl'HOO
1. Test the perlmater of the home at a locations.
2. Take the reading at the depth of the footer.
3. Using 500 lb. Increments, take the lowest
reading and round down to that Inmrnant.
x 1500 x 20-0
-
x 150
The results of the torque probe test is 280 - Inch pounds or check
here if you are declaring 8' anchors wff;5Ri7n_9 A test
showing 275 inch pounds or less will requlraS'foot
Vote: A state approved lateral arm system Is being used and"4 ft.
anchors are allowed at the sidewall locations. t understand 5 fit
anchors are required at all canted Ina Ua ppoints v4iere the torque test
reading Is 276 or less and where the mobile home manufacturer stay
rewires anchors with 4000 lb holding capacity.
TJ installer's Initials
ALL TESTS MUST BE PERFORMED BY A LICEM1 0 INSTALLER
Installer Name
Thcmas G'..ennings
❑ate Tasted 3/912020
sa el
connect electrical conductors bal�ween mult€-wlde urdW, but not to the main power
soL r6s, TI# Includes the bonding wire between molt -wide units. Pg, 75
u nsr
connect all sewer drains to an existing sewer tap or septic. tank. Pg. 78
Connect all potable water supply piping to an exldng water meter. water tap, or other
Ittdepandeni water supply sirs}terns. Pg. 76
r ,
Debrisand organic Matetlal removed YES
Water drainage: Natural Swale = 2M,X Other!^:
Fmana—mu r: urvirs
Floor: Type Fastener 3/8 LAG Length,, 6" Spackg. 20"
Walkx Type Fastener. 318 LAG Length: s, Spacing: 12: - ----
Roof. Type Fastener: 318 LAG t.engft S" Spacing: 20"
For used domes a mf730 gable, 8 ►fin cis, galvanlzad'me a�rip
WRI be centered over the peak of the roof and fastaned--with gaiv.
roofing nails at 2' on center on both sides of the eenterllne.
[iss irv.dhxwoor�na ngu�+ma�j . .
I understand a property installed gasket is a r+equimment of all new and used
homes and that oor&nsatfon, mold, meldew and bucided rnarrlage wails are
a result of a poorly lnotalled-or no gaskkat being metalled. I understand a s trp
of tape wit not serve as a gasket
Installer's Initials
TJ
Type gasket CENTERSEAL installed: J
pg. 35 Between Floor's Yes
Botween.Walls Yes
Igottom of rfdgebeem _ Y
yproofing
The bottomboard will be repaired and/or taped. Yes J Pg.
Siding on units is installed to manufads spec! tons• ' ss J
Fireplace chimney Installed so as not to allow intrusion of rain water. -Yes J
Us
Skirting to bafnstalled. Yea J No
-Dryer vent Inatalled outside of s. YV NIA
Range flown loWvent Installed outside of 910-n-. Yes V /A
train 1109s supported at°4 foot Ii•ttervals. Yes
ElaMcal crossovers protected. Yea J
Other:
is accurate and true based on the
IrilarSlgnat~u� `� '�''~ _ Data 3/912020
Manufactured Home Installation Specifications
(Must be completed and submitted with your application)
Applicant THOMAS G. JENNINGS
Address SAVANNA CLUB
7631 EASTERN BLUEBIRD ❑R
PORT ST LUCIE FL 34952
Manufacturers Name PALM HARBOR
Roof Zone I I Wind Zone 11
No. of Sections 2 Width 26'8" Length 52'
Installation Standard Used (check) Manufacturers Manual x
Permit #
Year 2020
15C-1
Serial # T8D
Site Preparation
Debris and Organic Removal X Page # 13
Water Drainage: Natural Swale Pad X Other Page # 133
Foundation
Load bearing soil density 1500 Or assumed 1,000 psf
Page # 155
Footing type: Poured in place Portable X
Page # 117
Mainrail frame block: Size 17.5X25.5 Placement o.c. 7'
Page # 19
Perimeter blocking: Size 13X26 Number Location DOORS
page # 24
Ridge beam support: Number 17.5X25.5 Size Location
Page # 22
Center line blocking: Number Size 17.5X25.5 Location O�RFAG pRYIXRGR
Page # 22
Special supports required (fireplace, bay window) Yes No X
page # 88
Mating of Units: Mating gasket x Type used CENTERSEAL
Page # 35
Fasteners: Roof Type $ LAG Spacing 20 O.C.
Page # 39
Endwall Type 6" LAG Spacing 12 O.C.
Page # 40
Floors Type 6„ LAG Spacing 20 o.c.
Page # 37
Anchors: 'Type 6,000 3,150 x
page # 60
Height of Unit (top of foundation to frame): M IN 18"
g 60
Page
Angle of straps 45
Page # 64
Number of frame ties 20 Spacing 5P410 O.C.
Page # 64
Number of over -roof ties (if required) NIA
Page # 65
Number of sidewall anchors 20 Zone I l x Zone III
Page # 65
Number of centerline anchors 4 Number of stabilizers 4
page # 65
Vents required for underpinning (1sf1150 sf floor area): No. NA
Page # 95
Prepared by: THOMAS G. JENNINGS Date;
�OGO
Revised 7122/2014
� RuAnchorsa.-
NCft: Your set [east be drmgned by a Raostered Hai Etgnew if ail or am of the
Wkwing aidfiom occiX.
f ocakm is vANn 1,5W feet of Coast
Pik might meeds 480
SklewM
OUN f
Root eaves meeds 1S`
Main bin sag emseds 99.5'
1. ROW to the HOrhte Marwf chum InsWahm InskWhons fnr pier locaiipros, 6" Disc anchors
48- bn9 with "-":a': ties are requri W atrrtuaaam 5`-4` owter WMV both s is starting
ad � of 2 -0 in ff m each end of the home. Vertical ties must be used at an =me_
tion l 71 f by horns rrmrwfachmw CGrOmftmme moors to he abmd accardrg to salt
' h ot'- � s � far sidowall anrw bads in excess of
4,000 lbs regr�e a r anctw.
Z Re h to the �t Plans for fire bcabm of Largitudinal Laterai $racing Systmn
�+ �� h n is required to have a tame be and stabiber attached at each
lateral arm stab location.
3. ReK V"
A. Rmxm turf tofu pose jhrm WwW soil at each SM pmr Pad boahon. Pre -assemble U2- x
1-11V carrt"bolts onto the SD3 pad with bent edges of pad plaoed dwomird, p
Pad undw t-bei m and *mly pmw -RW pad k tto soft and level.
8. Alt G LOrKjMjdnW and Lam FWx Tubes at bolt iDcad m on path {see detail arse nMy
dmwhV• NVIe Pm may be drMm ver ionlfy twough (4) slots 'sh SD3 pher pad now
or mler home is totafty set. Angle Drive Pins may be dCrven up to fen degrees off of verb#.
4.SbEKiWd Teilbe kisbadiom
A. for w*enmy sod or surface GOMWOM the SW lw lW can be Placed fW on
surface with edges berd up. Mark (4) sfofs and pr+e-drill soil, mck or asphalt with a W4" x
12' mmumm oruy -.-I I bit. C7nl kQ not mquked when InsWedon softer soft,
l3 Aftwh 1.ongh" and Lateral Standard Tubes at Tube Cftp tocabons on pad (see detail
SMSWUY dratiarhg) Drive angle pins nmy be driven verftaffy fs through (4) sioin SD3 pier
pad now or m*r home is totaly set- Angle Onve Pins nw be drhren up to ten degrees off
of verficaL
5. Lovef hom on ooweto blocks or steel piers by MiruAe Marl
6. klstab LongiJ&W And Labaral Bracing In accordance wPth Systenhs Pkomnent Plan and
7. Install veriieW € r4 xxs, frame ties and sMbilizes at each lot" arm system location_
FLORIPA ZONE i I AND III LONGITUDINAL AND
L.ATEI; L BRACING SYSTEMS PLACEMENT
ftrROOf supto4(rz
is nxw# d to have a tram &e aw sbbftv a&whW at each
baww.
HOME DIMENSIONS REPRESENT BOX SIZE
LEGEND longitudinal Lon&KkW and i awW �.am� eradr�
E rasing system gys D-
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LONGITUDINAL BRACE DETAIL FOR SD3 PIER PAD
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LONGITUDINAL &FERAL BRACING SYSTEM
DETAIL ASSEMBLY DRAWING
p *OM WQS %Sled for
T6q®0 i Wi QIOi
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TEES AW REWW-b ON 4 GARNERS or -ALL SINGLE VADEFIpiY16$,
ANCWW STRAPS MAY SENeTAUX-D WITH AN ANGLE As Low As
45 DEQRUS [!PTO 00 DEGREES WHEN i lEIRSO .E MRPOSE €5
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3,450 4.420
5,310 5,310
1,784
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3,000
3,560 4,430
4,D00 5,000
5„W 5,3W
4,000 6y�
2,000
3,000
4.000 5,000
6,000 6,0Q0
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4,730 5,910
7,09D 7,0ft
2,375
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3,50
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4,750 5,595
4s750 5,938
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