HomeMy WebLinkAbout10-10208 CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780 -0020 10208
BUILDING PERMIT
Permit Number: 10208 Address: 39538 VALDERRAMA LN LT #217
Permit Type: PARK MODEL SETUP ZEPHYRHILLS, FL.
Class of Work: PARK MODEL SET -UP Township: Range: Book:
Proposed Use: RV PARK Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24- 26 -21- 0000 - 00100 -0090
Improv. Cost: 2,400.00 _ P
Date Issued: ...
Name: MAJESTIC OAKS LLC
Total Fees: 175.00 Address: 39538 VALDERRAMA LANE
Amount Paid: 175.00 ZEPHYRHILLS, FL. 33542
Date Paid: 3/08/2010 Phone: (813)780 -9308
Work Desc: PARK MODEL REPLACEMENT 14 X 37
A L R , LI.N L L . MOBIL HAM -UP �' • `
6.00 PA' K M • M HANI AL 35.00
CRANDALL, RICHARD PARK MODEL ELECTRIC 40.00 PARK MODEL PLUMBING 40.00
EASLER, LIONEL L.
BAHR'S PROPANE GAS & NC, INC.
r 'f1941
3. - 22 -fv
?Y
a._.... a ,.. ? �....rE
PA' M • DEL ME HA I AL
PARK MODEL PLUMBING
PARK MODEL SET -UP
PARK MODEL ELECTRIC
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
ONTRACTOR SIGNATURE •
PERMIT OFFI �R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
.., \v f 'l f '
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: &S Ie( 41 /45
Date Received: 3 - 2-10
Site: 3 953f5 /%z ills -Airvt LQi,e__,
Permit Type: fi /novel / «K 37
Approved w /no comments: ❑ Approved w /the below comments Denied w /the below comments: ❑
3"ff / /:9-r/, :tc -h j x4 ,,
This comment sheet shall be kept with the permit and/or plans.
/Y Sic) Kalvin Swit Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax -813 -780 -0021
Building Department
Date Received 7j - D Phone Contact for Penn , ., . MI ' ,
Owner's Name R 4 L 1 5 ! 1 C_ Owner Phone Number S V") ' ' - - Lri 111P
l g . �1 . tea, f�r3tb I 71
Owner's Address �q C� t� ; z � 5S 4 i, Sl Omer Phone Number — - _
Fee Simple Titleholder Name I
Owner Phone Number I
Fee Simple Titleholder Address I — I
JOB ADDRESS 7c3 2 )% yr l kd.C_I' (work Y k I /i ' ` �����,��� b
LOT* I � I 1
SUBDIVISION NIA C U��.S • PARCEL ID#I�y " �t Q' Q-1- t btf y Cb IUt, ' C 1 C7 I
4OSTJUNED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR I I ADD /ALT n SIGN n MOVE Q DEMOLISH
INSTALL REPAIR
PROPOSED USE I •- SFR I COMM n OTHER I
TYPE OF CONSTRUCTION Q BLOCK ri FRAME n STEEL 1� OTHER (1�jM-IIIMEWS,
DESCRIP1IONOFWORK k �C (Y1 ' ( I" Y j I `P.1/1 `l - ,�1
it
BUILD SIZE I Iu' x 31 R SQ FOOTAGE I 6") IG
HEIGHT I I
Egr BUILDING IS �( { l� LI'y� IJ co J VALUATION OF TOTAL CONSTRUCTION ,
2.1 t L
11:1---- ELECTRICAL I$ IJ I AMP SERVICE r� PROGRESS ENERGY = W.R.E.C.
PLUMBING IS I
r r - MECHANICAL IS I VALUATION OF MECHANICAL INSTALLATION
-
I 1 GAS El ROOFING n SPECIALTY n OTHER
FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA nYES r O
BUILDER / �� r
SIGNATURE
REGISTERED COMPANY 1:C l I 'W X I A. E R� N V
Address* all ,' 1 - 4 / I /l I )1 l 3 4' 3 License# y�' Cl...l � W
SIGNATURE
I
/ fir . / f p 6( I
REGISTERED I /v All4CtIFELE ` Y�/ N
SIGNATURE � /�q� (( n n i J- 2 5 lJ
Address I 1 i 1 -' O `I n1 �n Ed . 7-f� r h\ 1\ J 1 License # IC e_t.�( )I I (- )
PLUMBER REGIS
,� COMPANY �r C, ✓ p f� VV �1 C
SIGNATURE S �� (�� t---...- P AW f Il �y N FEE CURRENT '"C_.L t`-k }) -1� �� ic
IV N j
Address I it fi, b % J'_ G'p L.icense I I H' r t A 4 )� t/)
MECHANICAL dd (� I /� I /� L, n � aiC( [�. REGISTERED I I 1 E / N
�
SIGNATURE + � l I k Q N FEE c RENT � I
)
Athirst** L k y (n� �",(�� l f"t,ip.1"1 K d . z9- ( h I Hs, ) I I License # ` Ys
OTHER I
1 COMPANY I I
SIGNATURE
REGISTERED 1 Y/ N I FEE CURRENT I Y/ N
Address* I 1 License* I I
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Fars: R-O-W Pemittt for new construction,
Minimum ten (10) works g days after submittal date. Required asita, Construction Plans, Stonnwater Plans w/ Silt Fence lhstalled,
Sanitary Facilities & 1 dhanpster: Site Wok Permit for subdivisions/large projects
COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Ferns. R-0-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onyts, Construction Plans, Stonnwater Plans w/ S5t Fence installed,
SIGN PERMIT Sanitary ) s s o & g Engi neered Plans. Wok Permit for all new projects. All commercrequirements al requirements must meet compliance
""'PROPERTY SURVEY required for all NEW corm,
,
Directions:
Fill out application completely.
Owner & Contractor sign bads of application, notarized
I over 52500, a Notice of Commencement Is required. (A/C upgrades over $5000)
Agent (for the contractor) or Poser of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Remote Sewers Service Upgrades NC Fences
Driveways-Not over Counter if on pubic roadways..neede ROW (Plot/Survey/Footage)
' NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
• which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deethestrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division -- Licensing Section at 727 -847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES *PACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law— Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies indude but are not limited to:
Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District- Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency- Asbestos abatement.
Federal Aviation Authority- Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, 1 certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots Tess than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically induded in the application. A
permit issued shall be construed to be a license to proceed with the work and not es authority to violate, cancel, atter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT • .�
Subscribed and swam to (or aimed) before me this
by Sued :. • swum to • Aimed) before me this
by
Who Is/are personalty known to me or prods Who isfare personally known to me or has/have produced
as identification.
1
Notary Pudic 4 - ice � L -.. r L rr.,,.i••a • • Public
Commission No.
• iv Won _ • f ��'_ *= Co m fission DD 621833
•�,..: a;= Expires December 12, 2010
Name of Notary typed, printed a stamped Name of Notary typed, prin(itt'rt nv t i saw Maurine* aA67010
Plan Review
Modular Home Set -ups and Aluminum Packages
1) Access shall be made available at time of inspection.
2)Manufacture specification manual, approved plans and permit shall be available
at time of inspection.
3 )No electric, plumbing, mechanical or framing is to be covered without
inspection and approval first.
4) At least 10' separation between other units.
5) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C.
F.B.C. - Florida Building Code
N.E.C. - National Electric Code
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1
17" X 22" PIER FOOTER SPACINGS*
I (MIN. 374 SQ.IN)
7
MAXIMUM I —BEAM PIER SPACING
I
N01E MAX. PIER SPACING VAIN *s* SEE NOTE #4
F
1 FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY)
WIDTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF)
120" MADE FLOOR** 58" 89" 120"sa 120"ea 120"*s* 120"***
144" MADE FLOOR ** 50" 78" 103"*** 120"*ss 120"*r* 120 " **.
160" MDE FLOOR** 45" 69 1/2" 94" 116"..* 120 "as 120 "*us
184" WIDE FLOOR** 40" 61" 83" 104'as 120"*** 120 "*.*
MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS 6493 LBS. 7792 LBS. 9090 LBS.
NOTE UNIT MDTHS MATH ** INcWOES A 6" OVERHANG ON BOTH SIDES MAXIMUM.
FOR TYPICAL PIERS SEE PAGE SU-01--0021
amt PAD (calms
•
MAY If ROM)
W itm - ARGIL PER
ERNE I-BEAM ■ ;s
ORIENTATION OF BLOCK PLACED
.SYMETRICALLY ON PIER PAD
aoo`� ®8C B8 p gB�os REF. CALC. PG.
o eo`1�„v:.., ........ G GS " 0_ ° C -SU - 19.01
f
NOTES: '.• , do 9 9APIA APPROVAL:
!s:?!!�_
1. PRE- FABiICAIED PIERS NAY BE USED AS AN /IL1Bt1iA1$ 10 T!E • . > • • : "* ,i
SPECIRED IN THE JACOBSEN HOLES SET -UP YAMUAL
"
O ' �iLr " u M.
2. 11E PRE - FABRICATED PER PADS ME 10 BE INSTALLED PER 11E APPROVED BY
MANUFACTURER'S INSTA[LATIOII INSTRUCTIONS MD LIffT DE MAN :. " . $ � I - ' r i i
PIER COMMIES SHOW ABM .� • ' ° �(/ *". Dec 04,2009
3 ALL 01HER REGIIRIEI&TI1S ARE 10 BE AMEND 10 AS RI THE JACOBSEN B®reF• °• 4 O P F 1 011* � � o`' e INC • NOES P61AU.A1$ON Matt�C90N5 � s c s j �C� ,:e
FEDERAL MNOIFACTUIFD HOOF
4 VAX PIER SPAQNC 8' FOR 01419 WITH 8 1 -BEAMS / 10 FOR UMTS M61N 10' OR fe e ,� � � LBA .:to
`D"STA0f710A 1"O ExsramR"s
12" I- BEMIS. (24 MAX FROM ENDS -USE 1/2 1HE MAX. PER SPACMIG F 1HE PER
SPACING IS LESS THAN 48" O.C.).
INYCICk DRAWN BY DATE REY. LETTER:
*Nom JACOBSEN HOMES THESE sFITLFIpATideS AO aOins mS M.T. 11 -23 -09
lii, oNNA . FRORMIErAim Ra CoNMEIMAI
P.O. Erox 3K
IM MO OF A IVAUFACIUMNO � ' 17 X 22" PIER SPACING
�� - - PHONE E (613 FLORIDA 34698 RR RIMS NW eE DRAINNG MILDIat
a N. I_� I piE (6T3) � 2s —tlae Mr NO MILTMON011aES SU - 01 -0027 f
L 20
08! 90!2006 lx:135 6795745700.
3RIAN VraLENTE PAGE 01
1 Installation Instructions for ABS Pads
< I For use on all Mobile and Manufactured Homes, including
H11) approved Homes and Modular Housirl
GENERAL INSTRUCTIONS ra ` °•# :~ � ►'" ' i " � " wc"'*rax>;nu Housing
1. All ads sine a, be installed ratted Slat <i sk l men_ ritfhed vie - .,;,
2. The ground undet the pats should be leveled as smooth ax possible vieh all vegetation removed. Pads: to be placed on fully compacted
or undisturbed sail. at or below the frost- -lime, miser local jurischctio.1.
3. Pier & pawl spacing will be determined by the , nanufachucd homes' nv.itten set-up instructions or any Ineal or state Cedes.
The open cells between the ribbing on fie upper 43e of the pads one be filled with aoll or sand after installation to f revc:tr any
aCCttmtdation of stagnant water its the p vada.
.;. A pocket penetrometer may be used tut determine the serval veil. E arut value. If soil - testing equipment is not available, use an
assumed snit value of 1000 lbs. / squue foot.
6. _1ll pad sizes shown use nominal dimensions and may vary up an 1 "8 ".
7. The maximum deRrokon in a mark pad 4.5i.e measural from ft: highest point to the lowest point of the to>t, Face. (:`()T'E: ,Actual
Ms; results were Lets" than 5/8 ")
. In farm areas, a 6" deep conned gravel be installed in wet, drai:ted, tart - frost susceptible soil is recommended.
.) Pad loads arc the same when using single static or double smelt 14..Ci s.
10. The maximum load at any interrnedi;.te soil value may be determittd as ±Ito average of the next koser and acct higher soil value
Oven in the table below
1 An the negu manufacturer (see tetrauc side) may be used to replace a horse manufacr reis recommended concrete or wood !NM pied.
shows Soli densisicr greater than 30001b. when using ABS pads, do not exceed 3000 Ib. soil pier spacing%
per set up manual.
Pad Size ID No. Pad Area 1000 PSF Soil 2000 PSF Soil
C)� :31.1G" x I8.3' 1055 -Z3 288 m, 3000 PSF Sail
"s. 20001bs. 4000 Ibe. 6000 lbs.
OVAL 17" x fl" 1055 -16 360 ay. in. 2500 lbw.
5000 lbs. 7500 lbs.
C WM. 17.5" x 22.5" 1055 -21 384 sq. in. 2667 lbs.
3334 lbs. 8000 lbs.
OVAL 17.5 "x 25.5" 1055 -17 432 m.
i' 30001bs. 6000 lbs, His. .
OVAL 21 "x29" 1455.22 5 7 6 en 4
. ! 000 lbs. 8000lbe, * 9200011,x. r
( > %'AL 23.25" x 31.25" 1055 -20
675 sq, loci f 4094 lbs. 9388 lbs. * 9388 lbs.
Pad Size ID No. Pact
JG" x i z 1000 PSF Soli
2000 PSF Soil 3000 PSF Sou
1055-14 256 sq. in. 17801bts.
3560 Iba. r�33 /Ix i x 98.5"
20" x 20" 342 sg. in. 2375 lbs. 4730 lbs. 7100 lbs. x
1055 -7 400 sq. in. 2750 lbs.
5500 lbs. 82.50 lbs.
11111312111111 1059 -13 576 :tq. in. 4000 p
' Concrete blocks are re 8000 lbs * 8000 lbs. v
�� TM' be dotdale blocked.
13. ALABAMA ONLY: The Wade. ID#
17 5'� x ; .& 10.35-19 are the only 1055 -14 =LA " 1D# 105543 ,.17" + x27" ID# 1055 - 116,17,5" x!,2.5" it* 1055-21,
See char below for details an l9 iP�a roved in the state of Ahbama, and mutt not have more than 3/8" deflection. deflection. AS ONLY: 17.5"x22.5" correct installation in Alabama.
14. TEX
14. Steel AS ONL a are ID* toss-21 and 2 3.25"x31.2,5'" 113# 1055,20 may not be installed in the State of Texas.
1 tcste�d with steel piere o 1000 PSP soil density unless otherwise note], MIS) Attach with four (04)
2" #12 X 1/2" hex tech screws, use four (04) 4 inch screws if pads are double tracked.
16. Available pads tested on 2000 PSF soil density are: /13#'a 10 - 55- 9,1055 -7 and 1055543.
Example: 16' x 80' section
IIIMECIIII PAI) tiIZE? 1000 Lb Psf 20 00112 Psf
2'9" 1.1111331111.1
16 " t 18.5" Oval Pad 3'0"
6' O.,
1 7" a. 22" Oval Pall s'9" 7 6 "
173 "x5" Oval Pad 4' Q" 8 , Q "
x22.5"
1 x 25:5" Oval Pad 4'5" 8' 0" tail
21" x 29" t.)va1 Pad 6' 0" 840"
! Rr.asrohn 10(04
-03/27;2007 15: 43 S7135745700 BRIAN VALEHTE PAGE 01
•
s �. S� �+j �� *a ATI ONOLD , INhw f'
1 �.'0 No, 1589i3 t��: a 11as! °Y" 'ME
7 . .
1 .,•21 71T " OF : ,* 4 0+' it O LATERAL JAR : ' •
" 9rAt+ �dl�: ftwow 1
INIIIIMERS MOP
1.6- .: L o _ � ES . if tine following conditions occur - STOP!
a
Al
) Mier h - • ". ' s 48 is Length W holrte l; t764�r 7'- � , .. ,, . ,. = t �- X284 -743T
f LBoas exCeode 76 e) Root e ewes exceed 18 d) Skims* height exceed t38
e) Location Is within 1500 fleet o "
NieraLLUNIMaggiagmed
2. Remove 4reedc and debris In en apprordmete two loot bra tQ expose firth dog Wallet! ground pen (C) •
3. Place grokind pen (C) dire* below oheteds l beam . passe or drive pen firmly into soli unlit flush with or below soil.
SPECIAL INOlE: The longitudinal "V" brace system serves as a pier umber the home and should be loaded as any
other pieta it is recommended that after ieveEng piers, end one -halt inch (112") beibre home is lowered completely on
to pies, c mplele steps 4 thn uqh 9 below.
REQUIRED. TE WI SOIL raw AL 'me P MVb t36 USED TO �1L SnrbTEall A JCHOR SIINNIRIM or a IL CL PER $ON. I seunon I.S
READINGS Are 8tt'ttent ?7S t sTB A B SHOULD BE DETER EWE CORRBOr TYPE OF *ROHDE PER BOIL CLAssERCATION. iF PROBE TEST
MAT BE USED. USE GROUND ANCHORS WITH DIAGO AL TIES AND ST TEST Awl Rt rw it 2V ARE A 4 FOO AN►C
Vim O N CONNECTION EVERY • t11IRTICA! LIES ARE ALSO
Nolen SUPPLIED REOUIREb OH
VERTICAL TIE CONN,Et;(ieJOi t'ONRS MGR FLORIDA RltM.t .
4. Select the correct square tube - brace (E) length for set -
used as the bottom pert of the l to al arm). Note: i tube can be used! howl. (The 'a" tube is length s
40 to 45 degree angle Is maintained. by , cut and drilled to length as long as a
PIER HEIGHT 1 ,25" ADJUSTABLE
(Approx. 45 degrees Mex.) Tube Less 1.5' gf, ABLE
?2"
th
7 3/4" to 25" 2e L L eng Tuube
24 3/4" to 32 1/4" 98"
33" to 41" 18"
5. Wan (2) of the 1.50" square tubes (E {18" tube} ) feto the "tr bracket (d), Insert carriage bolt and leave nut loose for title:
a dlustmart.
6. Plat:e l-beem connector (F) loosely on Mons
7. Sitde the selected 1.25` tube (E) Into a 1.50" tube of the i -beam. Runge
8. Repeat steps 8 through 7 to mete the "V' h Rt connector* (F) end o f to e c look and nut. degree end not below 40 degrees. Felten of t he loosely In Poo ,. to exceed 45
a. Altered' bols are tightened, secure 125" and 1.50" tubes using forn(4) 1/4"-14 x 3f4" esslutar3ping screws in holes.
THE RODEL 11e1 °v" fLOncarrUt31NAI. s LATERAL
4' NOT TEE U OP T tb Mf MArVS TFIQ L TIES CES STABILIZER PLATES PLATES d, FRAME TIES.
mule RopT {d7 t4RtDtiNp RNCJrprt MAY SE U� Y�TiCAL TIES �'AC6p AT S'4 ^.
10. lrtsttldl remaining vertical tie-down fps anand WHERE THE tt� �y� DIFFERENT.
anchors 11 r to be ng v accoutre to stress
torque i an Per Motile mks Instructions. Nairn: Centerline
4.000 lbs. require a 5' anchor. H terra's sOeOfflcallong for *Jewell anchor Each system Is have a *erns tsar toads in excess of
stabilizer plate needs to be load within 1g' from of center nd +9t a8r i seer► stabilizing location. This name lie &
12. Select tube brace square correct the cect eclu tu
or T2" t the c s, ect (With s u ar 1.00" tube a the t
13. in 7 2" the 1.50 ,, end the 11 tube.) omits cane In either 80" 13. a 1 he ease brace (H) to the glnund pan r (D) with bolt and nut.
.. T , _ : brace i nto the 1.50" brace and etteoh to adjacent f-beem for 1
>-�. -
= =err► ; ,- �,. ( ) with bull and nut.
'iTi�1 .''7R!. =R4 %TI ■
ED FOUNDATION O..-
• A Q '1 OM OF OLIVER p w sal -7 : 6.sa i t 031-7904550
1-800.2844437 1-800.2844437 For: sal- 7se.aeyt
u�►+�w Tet wog ,nq .am,
ADDENDUM ACING TABLES St SS
NORMAL TIE -DOWN SPACING -\C;/_\k5
ZONE 1I & III/EXP. C & D
// LONGITUDINAL TIE -DOWN SPACING TAE
/ ' ZONE H
E YAND ZONE � - � � � FLOOR let . QTr. ANCHOR uw. en.
�� 140TH
EA EMT a' ANfiF EA END a
EA wax YN. 8 EA Ci1CN X_
1�� 12'_0• 2 43' 2
1S -4" 2 50' 2
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX WIND ZONE 0 NAND ZONE 10
FLOOR EAVE oa_ Hui 1 DEL HEAD A r a
1 OVERHANG LOAD ANC ANCIE SPACING LOAD
12 - 0 " 5' 8' -0' 3150/ 40' -50' 6' -8' 31501
13 - 4 " 6" g -0" 3150] _ 40' -50' 6' -8" 31508 . -
LONGITUDINAL TIE -DOWN SPACING TAE.
MIN. 190 ZONE II YAW ZNE
�� FLOOR O. Qn MICR A
EA END CF Mal 1.A. OF
EEND O WIDTH gC�pry A E.A. %CU d
~ 12' -0' 2 64' 3
y 12' -0' 3 31' 4
/ 13' -4' 4 30' 4
VERTICAL TIE -DOWN / FRAME TIE -DOWN SPACING TABLE
MIN. MAX. WIND ZOir'E 11 Y1NO ZONE AI
FLOOR EAVE WOE O&. MOO MI SPACRIC DEL "E"D • %w
VON OVERHANG WOE low
12' -0 6" 5-4' 3150; 1 40' -45' 4' -0' 3150$ :
13' -4" 6' 5' -4' 3150r 40 " -50' 4' -0" 3150,
NOTES: ENCI Ad% NEER� � r fr, DMA APPROVM.:
1. SEE Ao-,u -0001 F A0 fl A& REQUIREMENTS ' s T E F� , ���� �cti APPROVED E -, • •
2. SEE AB-M-0013 rQa MAMMA' E� x HEIGHTS REa,�n RR THE Sows _ AZ' No. 6 %.
:' ENE 8703572 � _
�
TABULATED ABC6E J.:'
3. MAX EAVE OVERHANG REFERS To OVERHANG AT SDEWALL NOT FRONT OR REAR. • '
4. y • STAT'= F •
*BOW TABLES AF4LY TO 160 Fi00R DR He FEOOR MOTHS +A1TFI ss 1/2' = • 4 : a �1x�VtS ,�
aHO s
I -DEA3F SPACING. 96' MAXIMUM 9DEruu HOW Ho AND 6 wu*MMl SIDE ' , - A. • ./k, A . � :
OVERHANG (6 OVERHANG NAX . �� EACH SIDE OF UNIT). '` � s ts • "' • �c,\ `�
TzonCE2 iri r r t6> ,p1 DATE A
i rk' JACOBSEN HOMES > > A,� DRAW= C.L.Y. _ 5 -30 -95
- PROP ANO CO RIDDI1W oRA1MNC m1L
`�� f' P.O. eox 368 MA wC or ' vANUFAC ow NORM. SPACING TABLES
RC a CIARks ARE PROM ED To THE
- in M I, , SAFETY PHONE HARBOR. 13 7266-- 1113895 a fil ,, af ?„ MM DRAYMIC MISER: AD- TD-001