HomeMy WebLinkAbout10-10282 CITY OF ZEPHYRHILLS
. 5335 - 8TH STREET
(813)780 -0020 10282
BUILDING PERMIT
Permit Number: 10282 Address: 3823 LACOSTE ST LT 140
Permit Type: PARK MODEL SETUP ZEPHYRHILL FL
Class of Work: PARK MODEL SET -UP Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24- 26 -21- 0030 - 00000 -1210
Improv. Cost: 2,400.00 w 1 ,,,, `°"_
Date Issued: 3/30/2010 Name: NHC FL1 15LLC
Total Fees: 175.00 Address: 6991 E CAMELBACK RD STE B -310
Amount Paid: 175.00 SCOTTSDALE AZ 85251 -2493
Date Paid: 3/30/2010 Phone: (813)783 -7518
Work Desc: REPLACEMENT PARK MODEL 14 X 37
A =, •0 LL. -A- KMs. L E 1 60.00 PA ' M. L L T= � � 40.00
CRANDALL, RICHARD PARK MODEL PLUMBING 40.00 PARK MODEL MECHANICAL 35.00
EASLER, LIONEL L.
BAHR'S PROPANE GAS & A/C, INC.
l\ 9 7/l
irt
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."
641e. ..--
21► •i /' _
ONTRA TOR SIGNATURE PERMIT OFFI FR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
';
!' 1 c 1
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: e,e
Date Received: 3 -M l b
Site: :3t1 23 2 a e4 54 Si- `
Permit Type:
Pte, mode / 4
Approved wino comments: ❑ Approved w /the below comments:
?c,
Denied w /the below comments: El
fe M4-Frei 4
This comment sheet shall be kept with the permit and /or plans.
.---e' 3'd3-10 — ,,,- "- ._._____
Kalvin Sw ze - Plans Examiner Date ontractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax -813- 780 -0021
� [�
I Staking Department 7 �CJ�
a
Date , r l Received I , —r N - Phone e for P.rn►ttNrg l - I \ 7lJUJ I J obi-.
Owner's Names � 4 - r F ( . 1 \5 L LC— 1 Owner Phone Nu mer 181,3 ' . q 7-' f 1
owTrer' A ddress ��r TEci. -4, • - : • Owner Phone Number IS t3' 5' - 151S i
�``+ Fee Simple Titleholder Hamel ^" I Owner Phone Number
Fee Skeple Titleholder Adds I r 1, y I
JOB ADDRESS I ✓S0a2) t j�� ^ ,,(N 't , - � L) LOT # ( 1` �O
SUBDIVISION I Mme, C ILLS PARCEL KIM ([�� at c, . 31. ��.J • cbCc ` \ a 1 c I
J IOSTIINED FROM PROPERTY TAX NOTICE
WORK PROPOSED n I NEW CONSTR I I ADD /ALT Q SIGN Q MOVE Q DEMOLISH
INSTALL REPAIR
PROPOSED USE r -- - -- SFR I I COMM Q OTHER I I
TYPE OF coNSTRUC ION i l BLOCK FRAME n sTEEL j - OTHER [4 •
DESCRIPTION OF WORK 1 `t' k N1 od e...1 +t ed cu) i'1 cp � ex'rw 1� ,
BUILDMIG S12E I I `I � x 51 t SQ FOOTAGE I L/ c 9 HEIGHT 1
( ✓r BUILDING I pC` F LJI r�) )11/) ) , 0t ? I VALUATION OF TOTAL CONSTRUCTION 1 t4 60 .et)
L ]G " ELECTRICAL $ I AMP SERVICE n PROGRESS ENERGY = W.R.E.C.
r r PLUMBING IS I
r�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
Q GAS r1 ROOFING r l SPECIALTY n OTHER
FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA r 1[211:10 YES 1[211:10
P , ..
BUILDER .4 -. A L-_ _ REGISTERED I eLt51er Mabl IC_ Hot - � Jam
$$GNATURE
s....-.... Address 1(1'y N FEE CURRENT I N 1
, , t • 1LV ; .► .1' Ili\ License # I 114 150 02.1 to
ELECTRICIAN f / E.t
I coMPANY 1 I ect ic_
SGNATURE ♦ ! J it
RECal3'rERC-0 FEE CURRENT Q N
Address 1-135 Cr Fitter, (Zd Z'h� r hi /IS I G CiS License # 1E-R cx)l Z9 t o
SIGNATURE i ", CaI I G � ( 1 FEE C
c um REN R� N S�
�y7 N / p, ,� �� Q N FEE URT
MECHANICAL Address �� tgo' �// 4.i 030 &r t. Je./ 1 � i.i ti4 1 1 - 1 License # ri 4.00 oZ4 49 1
SIGNATURE
/ /' L� 1 fiu� l REGISTERED I � � N F CURRENT N I
Address 1 /q/ E d Z I - h h I/ 1 , F, 1 License ICRc 4R
OTHER I COMPANY I
SIGNATURE REGISTERED I Y! N 1 FEE CURRENT ( Y/ N 1 1
i
Address I I License # I 1
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Boding Plans (1) sat of Energy Forms; R-O-W Perri for new
Minimum ten (10) working days after submittal date. Required orelte, Construction pas, Sldrmwatar Platy w/ Sri Fence installed,
Sanitary Facilities & 1 dumpsite; Sale Work Permit for subdivnionsllarge projects
COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days alter submittal date. Required onsite, Conseudion Plans, Ala Plans w/ Silt Fence installed,
SIGN PERMIT Attach (2) sate of Engine P Work Perm rnarn
for all new projects. AN coerciaa regrirerrnerns mast meet compliance
""PROPERTY SURVEY mgteed for all NEW construction.
Directions:
Fir out application completely.
Owner & Contractor sign back Of application, notarized
If over $ 2500, a Nods of Commencement is required. (NC upgrades over $5000)
Agent ( for the contractor) or Per of Attorney (tor the owner) would be someone with notarized Meter from owner authorizing same
OVER THE COUNTER PERMITTING, (Fran of Application Only)
........ Retools Sewers Service Upgrades NC Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on pubic roadways..needs ROW
, 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 deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: tf 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 lower, 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 contractors) 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
County. permitting Privileges in Pasco
TRANSPORTATION IMPACTIUTILITIES IMPACT 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', 1 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 pemiit 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 wtil 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 government 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 include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Weiland 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 ServiceslEnvironmental 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 included in the application. A
permit issued shah be construed to be a license to proceed with the work and not as authority to violate, cancel, after, 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 CONTRACTOR 4
Subscribed and swam to (or afGmed) before me this me this 1t -
Who Is/are persona) known to me or has/have produced and "' ' ' ' / 11. s ave
identification ° L 1 known to : or tea as i de produced
as
CZV( 11 '1�5 -(n -I• as identification.
Notary Pudic ��� J��e.' •v
p ublic
Cormrrissior, No.
Commission No \ V `'t •
Name of Notary typed. printed or stamped � 'JQ ��• _ No. " tor
Name ied of Notary typed, p or
h �1 ROSEMARY D. MBLC86
£ Notary Public, State of Florida
Commission,/ DD833487
My comm. expires Apr. 04, 2011
•
per
Icu\eqtc._ eaVs
L0-1- (Ho
Zep\ h 1 335LI
c)t), cccoc) IDA
6'
1
--(
ALL StIAL COMPLY WITH ALL
FREYA 1( CODES. FLORIDA BUILDING
CODE, NATIO's: Ai ELECTRIC CODE AND
CITY OF ZEPHYRITILLS ORDINANCES
0-6
Rt VIEW boa
crrY
LiteoStiL
I
m a S o W c.i p � : S Q CD CO to �-
O N v CO 0 Z = 1
v• 16 m ❑ ❑ 'et N d' ' Op W
Co N ., `' r CO W a= i
o X m I�a3ODaDaOW N CO aDcD cup 10V'CO a cv ix —
C. _— s v � \ t) w W W
C W ismCO10�N•V`OCOQV'CO Q tL O CD 0 —a m O
N in N • m CO a - Nr - , NN _ — '_ N 4J W m c
•_ r
W C 0 x I EDio ooDOaD r r� • to=
= N - d' 1 § in CA J 2 2 co
to ? � p N
O U C N O .. • • 0
❑ ,� c O o c irwiLao0000"oo - 4.= (° LL N C
- 3 m 1_ = W
•
( � O co m J . e .
Cr CD _ p J m 1l _J N Q% m
m W m • • O m -- N co i �0 �m w z
E o z a s C co m a) z -'
1 7 N F- N sP m CID O0 CO i00 m 8 E Q W
a i 0 a . W Z a W �. o tx Z ,c :) u
0 m N m V 40 m ^_i moa 3 a m s. m
c co Q • g
la § _ tL m 3 a Z
Ls 00- to
c�c
m m x �i CD- t0- N .. pw 0 O ■ 3 w
w Ell W x N CO_ OD M- C ® W m w QL -
a- a Q � m m my m m \ , W *N a
m c aL t ap \ F
2
0 m 0 mo o E c N .£t° — a m as 3o2 t—°m as etrom
o ta 3 a acQta t a Q m .92 p3 ., m ` 'a 'C
LU = m m m m Q �Q QQo E m Q E Q �a�
W 3 E E t? °—� ,4.- 5 8 �7i o g m to E e m r 0.t p \ 7 p
x z = = to p H tY 0m$ `- • •- NNt a Vim r� TS \ c���
Y f \
T ..
. .4_
ILI l a O
I IN MC i
la 0 •0
hill + _
• ' ' raw
m ++ C ' i - ° ' ' ---'
i .
J
8 :ft.= O N 0 C _r
r a m m- =m r —_ -
o s. � m ` -
J ce 3 = c� \ -- -
O 3
- --
L ; :
C• H it E co
,n m O ma m o I — ! -- - -
app > (§
m � � I
ill _ c O, co .. r
t7 —
w m h - m ■I■ ■■ ME ■I■ — a --
co to `
D l
Z J .0 m m L tr. C to
' -'-' -
C° m :
•
I '
I 15
oi
N ■ � co a gy
a v t o,, > ! ..v m w W 3 c D U
a Etc co to d Q 3 r a
ccc� � c= wo w as 3 Z� = m
_ m 0
4 CO m C c �Ec w } ,c ! m et re
_ E c -•d m > a
a
CI 3 I L y 3
'+O 0 m 0� W O � � 0= W l� w m V1
C �- v ; E 3 z °c5 u..« c >'m W a 3 m c
:. m as er c$° Inc v c C q p
3 ccc A 5.0 a 3 fl co N > . \J
mmez a m E -- -1 ca o ..mom 1.':, m m CO ° t E o v O >- o � ` n \'
T C Y E Y 4 C = O ++ N Z N z = 'O c v
y � m 3 C M « 3 co cc
m m �� O g G -0 m C
O y 0) a ,. c « co cc • as h e :g
c e.
m c as 0 ... : c L' m m 4
T �E
ca ��° (7 at
p ° as 0) pmON w
• � ;:oa c0 m om • U ) ai s v m ID
its' E m �O c as ;;c�a To
V N w w � _ a C m - m C N O w m i
= Z LLlJ6 e U 2 �> 'a > 'm C � m 41 0
w m « m L
W v t 'M U ° E �� � � D o E �cc�o L 0 4 11)
NC m 0 = as$ Cmma m � -.E Q c 3 g. st N C E c
CZ o3 u.s c W o 1-a 2 co cco 0x0 o
O
t-
CC m
L
O., D H N? m O
I a a ) = 0 m J c a w l I •5 to °' ° -1 'RI as
a X = w X v�m� w N Q �
co
c W o i _Q v °i° Z w O: c
to ,'J o oa ° N as-omE c w $ o.
F m °E $ `o mc L a -544 «. Z o� .c t 0_ m Z c - E c
CC S L r. as .,-. • c a) m a a c U .+ V .0 m V a?
w c� F- ui ID E t m m a s° coam ° m
O � 3 Z L a .3C IS w � .° .c"' a p - Q w N
a w ° m «« m « u� ano « E >- == c c
m 9� t- m •° co � O r-...m mmc m . m E O
w - a w m C 3 a' n s 1' S mia g. wa m ' . v ° c c n i
W o X O ° is rov X w wm am = E,c , 2 -� 3$ E m t
a my m m Q bC to 3- w� v L 0 a w °ai a m
R � E c C ° vie € E H o
Y
8 so wS Z •c al :v 0 ce «s u a' i m«�° 0 m c ca cs m
a m m �ct oma m . a m ° ' . w 'J m a w aw
mm w w c alin m m r• � 5 a E
ix mW G Y �, Y � w 0c, m +- e W a�
W E 73 m m a� d ac a o ' W ma o m og o w
03 B-2 9 I a t- ► � I S c m i a Q,mm g --3 3 a£ w mz
= r
0'"' r N C7 r YOU 0 :N !: 0 c ,C 3
Z a X X -. p � = m oo d m N
Y w =� u ° °i m y w
0 c0 m -(241 O � `
p U 7 O N C L m y E ° C a) m
a0 0>cc QNm�. W N O
L , Q Z H m m w a
W 1-0` a 'mc ° o 3 12 a '~ m my
CL
F- t w Z « N N
- e
w m C 8
n c c c0
c
r � t
r x -� 4i
T
in
I f
. I- cP
x !1 1 .
e3 '- --;* . --
/1 ,........
t In S 11 - *
4 .
, ,
.9
4 E E
0 _4 ..-- 0 [ :
i 0. ,-io
1 II I - ini
I' T
VQ dN
-8
1.-5?
(MIN. 374 SQ.IN)
MAXIMUM I —BEAM PIER SPACING
NOTE MAX. PIER SPACING WITH *** SEE NOTE #4
FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY)
WITH 1000 (PSF) 2000 (PSF) 2500 (PSF) 3000 (PSF) 3500 (PSF)
120` WIDE FL.00R** 58' 120'x. 120'*.. 120'*.* 120`***
144' WIDE &OOR ** 50' 103'.** 120'*** 120".*s 120' ***
.111 45' 94' 118'*** 120'*** 120'*.*
184' WIDE FLOOR** 40' 61' 83' 104'*** 120'*** 120' ***
MIN. PIER CAPACITY 2597 LBS. 3896 LBS. 5794 LBS. 6493 LBS. 7792 LBS. 9090 LBS.
NOTE: UNIT WIDTHS WITH ** INCLUDES A 6' OVERHANG ON 80111 SIOES MAXIMUM.
FOR TYPICAL PIERS SEE PAGE SU -01 -0021,
PER PAD (COMBS
MAY IE ROOMED)
i l e y m IYFICAL PIER
RIME HEM LI,
ORIENTATION OF BLOCK PLACED
SYMETRICALLY ON PIER PAD
° °e t ` • C . Dops ,f® REF. CALC. PG.
m�`4 rim F 4�o,� C -SU - 19.01
w° • \- \ `';'.�Ltea
NOTES: ° <' ^ a DAPIA APPROVAL:
I. PRE- FABAICAIED PERS UAY It USD AS AN ALIBRIAlE 10 1N 0. • 1.114111bb,
SPECKD Of DE JACOBSEN NOIRES SET -UP SW& a - "i/L'/j*
2. TIE PRE-FABRICATED PER PADS ARE 1O Be RETAILED PER THE
_ • ■ b Roves BY
y STrt. o
PER CAPACITIES 910991 INS1MJGHONS AND & T THE IRONY . 0 : ° ' •/�� e ° Cleo oa zoos
e - . t a° 4" ,: INC.
3. ALL 0iEER REGIMENTS ARE i0 DE A H D TO AS 91LT RI NE %MONSTN ' � o _ tr • O g t 4 0 e „0 ° LL Yp tlffACTU1[p igyF
IEIE5 INSTALLATION RISI�N.`60NS ® p S ` ', ��' S. caa<imnw' *w xs[nsraNwws
4. MAX. PIER SPACING 8' FUR MS WH 8' I -BEMIS / 10' RR MS NM 10' CR 6 @ e 3�1 AliTI e,��
12' 1- BEAMS (24' MAX FROM EMS t/2 TEE MAX PER SPAd16 IF DE PIER
SPA0N6 IS LESS THAN 48' 0.C.).
NOTlC& BRAWL BY: DATE: REV. LETTER:
mum JACOBSEN HOMES lESE WORM= NM OM= ME M. T. 11 -23 -09
,1111, III 011101101. PRoPRIED" in CORREIREL BRA= intE
UMERIALS OF MOOR IUMUFACLIRIO E � P.o. Bo68 al YMIBr1MS ARE ROVED YO NEE 17X22 PIER SPACING —
Row FE WEE ROWS NW MST BE
SAFETY HAS, x R.O 34695 NC. co
��.� 61�' PHONE (813) 726 6 -1138 CO 91a wag Nowt SU -01 -0027
20 ■
3/2712007 _ i'? 6785745700 BRIAN VALEN T E PAGE C.
4 0+ ' !YF 1, -q' • s � A TectiwoL0ot8R, N ` r
zinnias C
1 : • Qi �+ : a F R IWS RUCTnows FDR ME
b xs No, 15396 A
tl . . ; : fries. itea•v" Were i"i!n .
" 1 MODEL !10l.t"t/" Lc>wtaiTf3po�gygt ONLY:
: a, POLLOW12173PS 1-9
, 1, 'STATE OF At fa FOR AMMO LATERAL ARM:
`; 'fgra rug - 4rr.. F3oliner WPM
enowsas STAMP
• S ES: !f the following conditions Occur , STOP! Confect OiYua► T= ,. , .. , ... = 1-1300-284-7431 e) Pier 48° b) Length of home exceeds 78' c) Roof ttenree exceed 18" d) Bldewall height exceed 96”
e) Locatrr3n le within 1$0O feet of coast
;? . Remove 4ceeds end debris in an approximate two foot square to emcee firm son for each ground pen (C) .
:; . Race grokind pan (C) directly below chassis 1-beem . Pressor drive pen fe nfy into soil until flush with or below soli.
SPECIAL !NOTE: The longitudinal "V" grace system serves as a pier under the home end should be bailed as any
other tiara it Is recommended that after Wear; piers, and one-half inch (1/21 before home is towered completely on
to piers, vbmplete steps 4 through 9beiow.
•
NoTe.: WHEN METALLING THE 'M" PEE FLGOR SECTION IS
REQUIRED. SOIL TUT PROBE WOULD Si USED TO DETERMINE comer ITI OF ANCHOR PEN EDO- CLAEGIFIGNTIQN. IF PROBE TEST
READi C1 ARE aertnTEcN 178 i 276 A 8 RIOT MICRON MUST BS CORD. IF PROBE TEST READING! ARE BETWEEN 478 a 866 A 4 FOOT AN o t i r
r ^ AY Bt: USED. USE GROUND ANCHORS WITH DIAGONAL TIES AND STAMMER PLATES EVERY 5'i" . VERTICAL RES ARE ALSO REQUIRE OAt
HOMES SUPPLIED 1t1n t VERTICAL TM COMMOTION MINIM (PER FLORIDA Mok) •
4 Select the corned square tube brace (E) length for set - up (pier) height at support location. (The 16" tube is °Ways
used as the bottom pert of the tongitudnhei arm). Neste: Either tuts: can be. used b 8, evt and drilled to length as long as a
4 to 48 degree angle It, maintained.
PIER HEIGHT 1.2S" ADJUSTABLE
i:kpprcx. 45 degrees Mex.) Tube Length e Length
- ADJUSTABLE
• e "i' nitre L@ngltl
7 314" to 25" 27'`°` 18"
24 3/4" to 32 1/4" 32"
3�3 to 41" 1 B"
40" to 46"
5. Install (2) of the 1.50" square tubes (E {18" tube) ) Into the "u" bracket (J). insert carriage bolt and leave nut loose for Ina
ardjustmert.
6. PlaCti I-beam connector (F) loamy on the bottarn fbange of the 1 -beam.
7. Slide the selected 1.25" tube (E) Into e 1.50" tube (E) and attach to I-beam connectors (F) and fasten loosely with tort and nut.
8. Repeat steps 6 through 7 to create the "V' pattern of the square des loosely fe place.. The
degree And not below 40 degrees. angle is lot to exceed 45
9. r ►Iter ail bone are tightened, secure 125" end 1.50' tubes using tour(4) 1/4"-14 x 314" set-tapping screws In wed holes.
•
!NE ltTOtht?L sill w" ELAIF.ii!a�l i rk Ct�r..,•rrs "iawRn��wRC a� urav,
ft-ONORLtMt B IA TERAt r. PRlrTTiK:T ICN) t:Li>ipMATE! TIM NEED FOR teOtlT STABILIZER PLATES & F1tAME TIES.
rotor ri00T NO7'M ME us OP THIS SYSTEM V TtCAL TEES SPACED AT 6'4'.
µ') GROtnto aNGNOR NAY BE USeo EXCBFT weeps THE HOME f t5PEVIIIII3 DIFFERENT
1 Q. V'teda8 remaining vertical tie -down straps and 4' grcrunci anchors
anchors to be sized accord to soil torque condition. An nten fe home ma mma Instructions, for idewe l 8 ch or l s Centerline
ex
4,000 tbs. require a 5' anchor Any ufacturer's specifications tOl sfdewall anchor loads in excess of
11. HaTtt: Each system Is required to have e frarn. tie and
12. Select er plate needs to be Ioceted within 18' from r etched at each lateral elm stabilizing tocafton. This frame lie $
correct squaro tube brace (1i) tenth for soh lateral transverse at
or 72' lengths (With the 1.50" tube as Me bottom. tube suAAo►t ed tube.)
The lengths came in ether [4:t"
13. Instal the 1.50 � brace (H) to the ground , and the r (D) with bolt io t. tube.)
14. Side 1.26" pan fir' (D) with fmit end fRlt. •
"14 .e brace i n t o the 1.50 brace and attach to adjacent I-be�m cormec (1) yam, bolt and nut.
.. - : ?r� :r -
! ORNISPA011ieTD amen FOUNDATION SWIMS{
A DIVISION OF OMER Telephone: e3
1' E4 "7 C. Pox:991-7984131t
unvw.dfvett plpgige.c m
t
ADDENDUM
'
AIAL TIE — DOWN SPACING TABLES S� ', �.a . `
ZONE 1I & III /EXP. C & D 1 . —
LONGITUDINAL TIE —DOWN SPACUC TAEli
WArD ZONE 11 f "�
t � MIN. E� Cr AEU z .
c
, • � FLOOR VOL CITY. ANCHOR is
t.
et
C WIDTH EA %CTIpF 49i A EA `
/ r 12' -0' 2 43' - _
VERTICAL ' 4
— _. ..,...._.. ' WI ZONE I
111(1. {
FI : ' 1 ` P U � •IG D� IEJID N1CHCR ANtE SPACING HEW {`=
W1011' t, r AM, tow LOAD
t 2,... (I _ 5 a-- -
• 3150 40' -50' 6' -8' 3150 _ - .
1 J { - - -- { _ 8 G 40' -50' 6' -S' 3150 f
}
% � ,, ,
7 . ;, r !
. /
J ' / LONGITUDINAL TIE —DOWN SPACING T `
'' ✓ / /' !� MIN. YAM ZONE A WIND 2N 1
/ ✓ / / � ' //; - ^e' ,..,, FLOOR la MT. ANCHOR INK OTT. 1
,
� / � / ,/ i f,.... � s ��� , ,� WIDTH EA. END of AWE EA. T Cr
EA SECADN YN 8 EA C110N
' ✓ ,. // � /. � 13' -4' 3 42' 3
/ ... _. E'��!� f +:: ... // 13' -4' 4 30' 4 1
VERTICAL TIE --DOWN / FRAME TIE —DOWN SPACING TABLE
MIN. MAX WIND ZONE II WAND ZONE AI
FLOOR EA VE DEL Few 1 DEL HEAD W111111 O.�RHANG I — SPACING
LOAD MOO ANtiE EP ACNG LOAD -
12' 0' 6' 5' -4' 31501 40' -45' 4' -0' 31501
IS-4" 6' 315C1 40' -50' 4' -0' 31501
NOTE _•_ . . ...:......... G"ootL D ,,, I,, f "' L:
CARA APPROVAL
1. SEE A0 11i ° 1 )(ii F ADDITIDNAL REQtFRE)lEJ4TS �� . � $ 7 E R O � '� '� APPROVED E >
'�
F 1
2. SEE AD- •T1;- ' ?JF. F'I' I MAMMON PER KIWIS REWIRED FOR THE LOADS .- Q ` NO. O e' 1 ICIT4 TAERRAn � k- i- ) z ;�. ENE8703571
3. NAx, £'I 11 iiiHA14'; REFERS TO OVERHANG AT 9oOALL NOT FRONT DR REAR. • '
STAT" F roma umanclulemao
CANE
4. AR 1A13 I: i,=�FL °r TO 160' FLOOR OR 144' FLOOR MOTHS MS1H 95 1/2' = :' k+ a coo k:nogNovast rAcpost
l -BEAU SPA CAC, 45' MAXIMUM 9DEWAFi HEIGHT AFIO 6 MAMMON 9CE •�`'' i'`
O -
ovERHAVC rC° 000-1,44C MAX. EACH SIDE OF UNIT). e,, ". 1A .. • "." • ihro
( O( T ,„ , NOTICE` i" i � lii
1111111011 aj t" P t ' ll ° C.L.Y. DATE: 5 -30 -95
••r• I 1 I A ,� DBSEN HOMES 9 ,s AND DRA
P.O. BOX 368 COMM. PIN PECIART, AND coN10Dl1U�. DRAiwi WU:
VA7Q°"5 CC =UM LANIAACMNIC NORM. SPACING TABLES
NV,. 1 DC 9ia tykes ARC PROM= 10 VIE
Ill RE J SST PHONE (813)F726 -1136 95 COMMA � q l O DRAwxG ra1u9ER AD - -001: