HomeMy WebLinkAbout16-17238 CITY OF ZEPHYRHILLS `-�'�
"� 5335-8TH STREET
• ' (813)780-0020 238
BUILDING PERMIT
" � PERMIT INFORMATION ` < <- - LOCATION INF.ORMATION � -
Permit Number: 17238 Address: 39745 COG HILL LP LOT 98
Permit Type: PARK MODEL ZEPHYRHILLS, FL.
Class of Work: PARK MODEL SET-UP Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section: '
Square Feet: Subdivision: MAJESTIC OAKS I
Est. Value: Parcel Number: 24-26-21-0030-00000-0750 �
Improv. Cost: 2,400.00 - � _. OWNER INFORMATION .
Date Issued: 4/21/2016 Name: NHC-FL115 LLC
Total Fees: 180.00 Address: 6991 E CAMELBACK RD STE 6310
Amount Paid: 180.00 SCOTTSDALE AZ 85251-2493
Date Paid: 4/21/2016 Phone: 813-783-7518
Work Desc: PARK MODEL REPLACEMENT 14 X 37
- CONTRACTOR S _ � � � - - APPLICATION FEES� �
EASLER, LIONEL L. � PARK MODEL SETUP 60.00
CRANDALL, RICHARD PARK MODEL ELECTRIC 40.00
EASLER, LIONEL L. PARK MODEL PLUMBING 40.00
BAHR'S PROPANE GAS &A/C, INC. PARK MODEL MECHANICAL 40.00
�
�r
z-[ �
� �
� � � " ° � � ��Ins ections�Re uire.d ' " - � �
�� PAR MODEL MECHANICAL -
PARK MODEL PLUMBING
PARK MODEL SET-UP
PARK MODEL ELECTRIC
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee im�osed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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.
"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."
Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
,,�j
(�"ONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
� PROTECT CARD FROM WEATHER
o I
O '
�•;'S��$�_�� �
� — u-i��l-P!:
� ' l -
- r'dc�,.:e -
:�'�.,.,``�.-._i�'- -
�.ac`'�ti�_ _`II
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
�
Contractor/Homeowner: � `Q� �
Date Received: �� "� �P
s�te: ���� �7 �� � ����� Z �
Permit Type: ��"r�-�� ��� ` ��C 3
�
Approved w/no comments: Approved w/the below comments: ❑ I�enied w/the below comments: ❑
`p.
This comment sheet shall be kept with the pernut andlor plans.
,
��� ��
K 1"vin i —Plans Examiner Date Contractor and/or Homeowner '�
� (Required when comments are present) �
` � 813-780-0020 City of Zephyrhills Permit Application F�����eo-0oz�
Building DeparUnent
Date Recefved Phone Contad for Permittin D l —S�lp '
Owner's Name 'I'C.��( {,..�.C.� Owner Phone Number � ��1 � I�
Owners Address� a1 C� � Ownu Phone Number
Fee Simple Titleholder Name N�'t Owner Phone Number
Fee Simple Titieholder Address �
JOB ADDRESS � � f lI � � LOT� �
3UBDIVISION PARCELID# � •� ' U ' V� � V(,.)�V�JV
(OBTAINED FR061 PROPEHTYTA7f NOTICE)
WORK PROPOSED � NEW CONSTR B ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q� SFR Q COMM Q OTHER
TYPE OF CONSTRUCitOtd Q BLOCK Q FRAME Q STEEL Q�
DESCRIPTION OF WORK (,�,1 �
BUILDING SIZE 1 1 x ' SQ FOOTAGE� HEIGNT
�BUILDING $ . )� ^ VALUATION OF TOTAL CONSTRUCTION �(�'y�,��
...1.
�LECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
�PLUMBING $
�MECHANICAL y VALUATION OF MECHANICAL INSTALLATION %f� � / v��
QGAS Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER COMPANY �e.� m�1 S �
SIGNATURE �cis�Fo Y N �cuarte. /N
Address License# � ���
ELECTRICIAN COMPANY W�AKA.� C
StGNATURE rt�GiSiErt�o ! N �Cuwte. /N
Address License# (.�W�Z V
PLUMBER , COMPANY 4�( � I 1 y�
SIGNATURE REclsr�m / N F�cuaaa /N
Address License# � ,�S
MECHANICAL COMPANY �S T� �
SIGNATURE aecis�o Y N �curta�n /N
Address License# �
OTHER COMPANY
SI6NATURE REGISTERm Y/ N �cuwtEn Y/N
Address Licensa#
Illlllllllllllllllllllllllllllllllllllllllllllllllltlllllllllliilll
RESIDENTIAL Attach(2)Ptot Plans;(2)sets of Building Plans;(1)set of Energy Fartns;R-0-W Permit for new canshuction,
Minimum ten(10)working days after submiltal date. Required onsile,ConsWction Plans,Stormwater Plans w!SiR Fence instalted,
Sanitary Facilities 81 dumpster,Site Wark Pertnit for subdivisionsllarge proJecLs
COMMERCIAL Attach(2)complate sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Pertnit for new constructian.
Minlmum ten(10)warlting days after subm'�t}al date. Required onslte,ConsUuctlon Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Pertnft for all new pmjects.All commercial requiremertts must meet compfiance
SIGN PERMIT Attach�(2)sets of Engineered Plans.
•"'PROPERTY SURVEY required for all NEW wnstrucdon.
Diredions:•
F81 out appfication completely.
Owner$Contractor sign back of application,notaraed
If over$2500,a Nodee of Commencement ts requtred. (AIC upgrades over 57500)
" Agent(for ihe conUac[or)or Pourer of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMI7'T1NG (capy of conUact required)
Reroofs tT shingies Sewers Servica Upgrades A/C Fences(PIot/Survey/Footege)
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more resVictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
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 violaUon
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�icensing 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 pertnitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may appiy 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
pertnitting. It is further understood that Transporta6on 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,'rf 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 Agricuiture and Consumer Affairs. If the applicant is someone
other than the"owne�',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'SIOWNER'S AFFIDAVR: I certify that aii the informadon in this appiiqtion is accurate and that all work
will be done in compiiance with all applicable laws regulating construction,zoning and land development Application is
hereby made to obtain a pertnit 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 wnrk will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulaGons 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 responsibiliry 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, Wetland Areas and Environmentally Sensitive
Lands,WatedWastewaterTreatrnent.
- Southwest Florida Water Management Disfict-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatrnent,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restricSons apply to the use of fill:
- Use of fill is not ailowed 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 Ume of pertnitting which is prepared by a professional engineer
Iicensed by the State of Florida.
- If the fill material is to be used in Flood Zone"A"in connection with a pertnitted building using stem wall
construction,I 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 less 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 pertnitting conditions set forth in
this affidavit prior to commencing construction. I understand tltat a separate permit may be required tor electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
� permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,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 pertnit issued shall become invalid
unless the work authorized by such pertnit is commenced within siu months of pertnit issuance,or'rf 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,irom the Building Official for a period not to exceed ninery(90)days and will demonstrate
justifiable quse 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 ATTORfdEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.177.03)
OWNER OR AGENT CONTRACTOR `
Subscribed and swom to(or eftirmed)befare me thls Subscribed an om M(o affirmed)before me th{s
by by
Who isJare personalty known to me or has/have produced Who islare personally known to me or has/have produced
as identification. as ldentification.
Notary Public Notary Public
Commfssion No. Commtssion No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
:q
:
, � �+�1�k5 C��`�ll (_s�p
Majestic Oaks �-`�-�- u�o���°a°°� �
o�sa
Lot #98
_� , � _-----
��vs��v ��� `-� �l �
Minim m Spacing between C��1'Of= PHYRHILLS
Struct res 13' 1 �! PLANS E iVI�N�R
Side lot lines have addit nal 6'-6"
setbacks to existing stru tures.
AL WORK SHA L COMPLY WITH ALL
'� 3� 4,�� VAILINGCO ES,FLORIDABUILDING
CO E,NATION L ELECTRIC CODE AND
CI Y OF ZEPHY ILLS ORDINANCES
, 6„ 3 ,
75' -
� „
� �� .
Jacobsen
Park Model
2 'I �-2��
Minimum Spacing be een
20� Structures 13'
Existing Concrete
Driveway 12'wide
NORT
.�.
Y PERMIT WORKSHEET page 1 of 2 �'
PERMIT NUMBER
�oY � �lAS License# 11-11 D2521 p New Home [� Used Home ❑ `
Installer A / •.
Home installed to the Manufacturer's Installation Manual [�'
Address of home ,1� I��� L.()C•1 1-c( l � l_C:U b Home is installed in accordance with Rule 15-C ❑
being installed •
Singfe wide � Wind Zone II ❑ Wind Zone III �
Manufacturer tength x width ��-I� ��� Double wide ❑ Installation Decal#
NOTE: if home is a single wide fill out one half of the blocking plan Triple/�uad � Serial#
!f home Is a iriple or quad wlde sketch!n remalnder of home �
Roof System: �/Typical Hinged
I understand Lateral Arm Systems cannot be used on any home(new or us_� PIER SPACING TABLE FOR USED HOMES
where the sidewall ties exceed 5 ft 4 in.
Installer's initials Load Footer „
bearing size 16 x 16" 18 1/2"x 18 1/2" 20"x 20" 22"x 22" 24"X 24" 26"x 26"
Typical pier spacing capacity (sq in) (z56) (342) (400) (484)' (576)" (676)
) I ! � lateral
2' �_ �l � � � �
I Show locations of Longitudinal and Lateral Systems � �� � � �
longltudinal (use dark lines to show these locations) � � � �
� � �
� � r �
� � i r
• interpolated from Rule 15C-1 pier spacing table.
PIER PAD SIZES
I-beam pier pad size 1—1�� x 22-� a ize n
Perimeter pier pad size f'VUI�I �LD�� � «p�` x
i„ . x .
---� ---------------------------------------------------------------------------------------y.. Other pier pad sizes x
;,,,�,,,� �.�,,.� (required by the mfq.) x
x 3
� Draw the approximate locati of marriage x
i � wall openings 4 foot or gre er. Use this 6 x
i•�� �••� bol to show the piers x
mertiage wa p(ers wlthin 2'of d of ho e per R e 15C X
List all marriag all openin greater than 4 foot x 26
� and their pier pad s be W. ANCHORS
�.................�-�•----� ----...--�----. ........ ni size
--...._...---�-�----� •�------
, , , , �-- � � ' , , - �-�-•-----�---- P �1
---
, , . ; � , i..... r-�-r• i r---r--- , r-�--;�----r-•-?••-•;----���- (
a�---�I�-_-I--...�....-G----���---.f-.-�.....,..-•a�----�-•---�..-�I-�--.4.....j.....F.....�..._;...i----.�.....�....-�• �-I�---i-----i---._'..--r--�-=---.�.....�---� i i -��i-••--r....l.....� 4 ft 5 ft
, , i-..--�--��i.---�--
� t.........._.....-�--- ' ' '
......._. . .� . -._ �-----�----..... ! ; i ' �---'
p---;-.....••••�•---•t".a i.._. �.....i........... f-----i , , i i.....�....7...-;--..1.--.i--..1.....�..._�-•--{---•�,-�-�-+-----,- �
, , .
..-'----=---.a.....;...-�--�--l---�-i----.----;-...E...--�----`---i....: ...a_....�-----��----��---�---�....�. �-...�__ . 1 , FRAMETIES
- -•-
�� -� i i � � � � i � j ! ; j � i i ; : : �-•-�•j I - - --�;---
"-•""-""' • "'...'--"-'--""'�"•_:""' � ; ; � � "'_'•"_'
; : � r--'-�-•-•�-----� ! � ; ; , !----i'---i----j----'i'- ---t--'--i-' --.Y.. _ _..�.....�---'-i-'- ---i-'- ' --�-----�----�
, , -- --�- --�•-"� -'-- i-...�_...�...- +----':--
� � i i i ' ' � � ' ' �
.._i.._....--�----''- ---�'-•---...:..
f....;.-------
, � --�;- . � -. ...�_...-�---�-��- ---�-�........:....r. ._�..--�.-..�-�-�= � � �--a--�-��---��j-- within 2'of end of home/
T
...�..
, i ; , i , , ' , i i ; ---f-. I ...�. ; i----� � �
---i
, , � , , t ; ; , � � „
--- --
�
� � _.'i
i i C ��i
+"-""'-'+"....""'t""..."-... _
,
T � i i��
i �
s aced at 5 4 oc V
� , , �
� ...;...'A""' """"...._.�.........'�""';"""'_'a"...-_'_""'+" I
I � I...�....I..._.�...._�.....I."'"'I"'"�"'".t""f""�"""�...."I""',"""�""�"...�....�""I""1""i"","""�"..�.....j""�-..`."'�""'�""�""I"""{""�"..�.....i'""'!
�'""'.""""�
�.--.�...._�...--}-�-��I----•i----�---'--..:--�---i----�---I----�----1--•..�..--+--;-��+----i--..{.....�..-•-{---�---i---i..--�----'—....J.....a.....l.....�.....1.....i_...�----i----�•-�-� OTHER TIES
. , . , , ; ; ,
' �-----...1....�,._� �,..: � ; ; � � � �----��..........:...........�--�-�j�----�.._�.....f_ Num er
' ----;_- .-..------•�.......... ........ l
, f--•-�----t---,-�--1--�--;-...�.....�....., f ! � j G .1�---E-----E....i....�•-•-�-----r----�. . ...�.._..G..-r-------�'-�--��----'--�-¢-..��--.f----!•--.�.....�.--.� Lon ltudinalStablUzin Device LSD Sidewall i�
�---,�-..............:.--�r----:....-:---�=--,�----:--�-:•--•,-----• , , . • ' ---1 9 9 ( )
�---�-----�---••<----�i---'----�----i..--�-------�---�----� : � : : • ! � ; -;�...._ ; ; i ; ; ; 4 4 Manufacturer Longitudinal
: : :...i. : ( , . . ' ; --�-----;---------T----;---�;�----,-----; ---�---•i-- ---T----;----?---�-�--�-�1---�-----i-•-
------�----�-- � ; ;- ,
;-----+;-----�- -�--;---�;-----;-�-- ;----;..---'..--+---�!--•-`----�----�-�--=--..:.-•- - -•-}---��i----�---:---- �-��-�-`----�----{--•--'--••-' --->---i Longitudlnal 6111z1ng De ce w/Late al Arms Marriage wall �
-�----`�-
. , . ; 1 _,.. ; �. � 1 • ; f----;----;----;•- � i
; ��---•�----, G---���---�'-----�. ..� l i---�-t-------G----'---�-�--�....:..........
� ' � � � ' • � Manufacture C2-1i'1 � L,�C Shearwall
•-�-----...... ---��---- - {....-�-----;�---•-----E-•--�-•--�----��-�-- � a r I,�V�P�t(� h,b
_ � ..................�-- ..... .... : .
,
�--� 1 T�--j i 1 i , ; : ; � � ; � ; : f � � i ' , � ( , i i i ��;�---;
--�--
; ... _
-� -�-
..------�- --�,..---•-��--��---•�---� ----•-----•--...,.....�---�-----� . , . � � �
�--�-��--,-----�---..:...--��--�----��---.:...--��....................�------�---............... ._...-�-----..,---�-�----�------
PERMIT WORKSHEET a e 2 of 2
PFRMIT NIIMRFR
�. '. ��, r�u�n■ �vv�rr�a
Site Preparation
POCKET PENETROMETER TEST `�
Debris and organic material removed
The pocket penetrometer tests are rounded down to��� psf Water drainage:Natural Swale Pad��Other '
or check here to declare 1000 Ib.soil without testing. -
X ��� X� X �[p(� Fastening multl wide units
Floor: Type stener: Length: Sp '
Walls: Type Fa Length: acing: -
POCKET PENETROMETER TESTIPIG METHOD Roof: Type Fastener: Lengt • Spacing:
For used homes a min. e,S"wide,galvanized metal strip
1. Test the perimeter of the home at 6 locations. will be centered over eak o of and fastened with galv.
roofing nails a ' n center on both side e centerline.
2. Take the reading at the depth of the footer.
k we t r r ofl re Iremant
3. Using 500 Ib.increments,take the lowest
reading and round down to that increment. I understand a properly installed gasket is a requirement of all new and used
homes and that condensation,mold, meldew and buckled marriage walls are
a result of a poorly installed or no gasket being installed. I understand a strip
X��� X�� X�(�(� of tape will no�e s a gasket.
aller's initials
TORQUE PROBE TEST
Tvpe qasket Inst .
The results of the torque probe test is inch pounds or check Pg. etween Floors
here if you are declaring 5'anchors without testing . A test Between Walls Yes
showing 275 inch pounds or less will require 5 foot anchors. Bottom of ridgebeam Yes
Note: A state approved lateral arm system is being used and 4 ft.
anchors are allowed at the sidewall locations. I understand 5 ft Weatherproot�ng
anchors are required at all centerline tie points where the torque test /
reading is 275 or less and where the mobile home manufacturer may The bottomboard wili be repaired and/or taped. Yes �/ . Pg.
requires anchors with 40�I��i�io ding capacity. Siding on units is installed to manufacturer's specifications. Yes �� /
� Installer's initials Fireplace chimney installed so as not to allow intrusion of rain water. Yes v
ALL TESTS M�1STU�RFS2RME BY A LICENSED INSTALLER �Uflscellaoeous
Installer Name V1 �(� Skirting to be installed. Yes No / �
Dryer vent installed outside of skirting. Yes ✓ N/A
Date Tested � 2 Range downflow vent instafled outside of skirting. Yes �N/A
Drain lines supported at 4 foot intervals. Yes:✓
Electrical crossovers protected. Yes1�
Other ;
Electrical
Connect electrical conductors between multi-wide units, but not to the main power
source. This includes the bonding wire between mult-wide units. Pg. �
Installer verifies all information gtven with this permit worksheet
' um na is accurate and true based on the
manufacturer's Installation lnstructions and or Rule 15C-1 &2
Connect�all sewer drains to an existing sewer tap or septic tank. Pg.
Connect all potable water supply piping to an existing water meter,water tap,or other
Installer Sig�ature Date`� ✓� /5�
independent water supply systems. Pg.
eooF oeF*r. �
U5E 32'X 157"PCT TRU55E5
9'-4' 41�2� 7-91/4' 41/2' I 41/2' 7-6' 1998011 9'-71/4° g•
W5 17-11 3/4° 2r-��/r �i �a� �//�LO��'
E W�N�� te'-8 3/4' � �'���oS �"' '*R�O ROOF INSULAT10111*•
,��M�'�5�R�� te'-41/4' � �'��do��'�j� �THEDRAL CEILI�NG � s sR-11 WALL INSULATION#s
(�tE� • b
38 3/1_ 9'-10' 13'-4 3/4' � " � 26'-2 3/4° 19'-4 3/4' 35'-10' � *�`R-11 FLDOR IN5d1lAT10N*s
�EGAE55 S
eunn Tx��wau.ec x�ex 34' 0!�FLOOR ��' �" 23%35
_� - - 46 1 2'X�0 1 4'— - - - - -14 1 2'X 401 4'—" 30 1 2'X 40 1 4= - - 76 1/2'%541/B'- - -
I � �� T.V./PH. � DWR S7K. /� I I I "� � I m
�
I \ 84'10 TOP OF O.H.CABS. EG td/C � �„ ���µ/ '--'t�I T.V.�PH. I �
' M9DE CAB. �
V� 15• \� � � / 15• x\+/ � / �� � �
I SNB q1T ,rQ'� }�� � � ��I _ I
I INRE AT 36'wa� I � •' #1 � � IIQ $ � _� _ 0 LIVING ROOM \
BEDROOM N����S ' �I �
�� � � � iiO � � s'-s�/a' SECURE O.H.CABS TO � I �
>- ARE NOT ATTACHm � � cs�, � � °�
6, a � �� , _ o o�aow000 in c�iuNc � � i
°'\ "►q _ � � . �
— \ ---- .
— --- •
n �� a'-to' .� so' _ �aa _\ � , —�-- --- �. o X x ^ � � ,
< � � FAN PREP, � " 24 -�--� � -------- / FAN PREP. � \^ ,;, � =
�
"'^ � � 49 3/4'1f 84' 16%� 2-�g I/1 ` DINIIU6 � � Si`��i'
^� x RA f�2L �� ��y I c.i
� • � w. �� 1 / �
� 70'FROY FlR n x.v. `d�, I
� � �c.oae. � �C�DUIT 5��� 68 iCE-uuC 42� 3 ARN �
I �� � T JO J/4 I � i
I WARDRO�CAB. wANDR�CAB. ' '� 'HIGH 18 3 4 REFER �� • � �q
W I U11N.BELOW w�o�.eaaw I�GB UR. �S1K.W � R 24 nc[ovr wau ^� I ^
I � SB'AemE ua T.V. � SB'ABmE cA9. � PREP� PANIRY 71 HI smF qNWG RECFPT 70'X 86 1/2' �W/��� W I �
32'X 76' ---- --- 6'9.GL IXS.
euun ni�s wnu 9B�wsx - - � W/�p(� - - - - - - - 30 1/2'X 54 1/8• � —71-fj2'T76�Jd' H17Ui
EIV HOMES \ 2-14 1/2'X 54 i/8'
�77L-995 s 510E BAY-BEIDW HOST BEP1M
� 9'-10' 21'-10 1/4' �.mrn��i c rainuB
� � 10'-5 1/2' 16'-9' ,}� ��,� 35'-10' SwF: o.zs=r_m
C-13T2-995 O5 y{' IMC-33.995
13'-4 1/2' 25'-8 7/8' �I- zs'—z�/z' �s'—a'
2ot4 (t�'-4� '"�""` 3
41/1' 41/2' ,
(14'-0� g�_q• 4 1/2' 3'-2' 3'-0' 4-B 3/4' 41/2° 13'-7 1/4' 6� 16
H05'C BEAM - 5PE[IAL STRAPPIIil6 REqU1RED, 38.4"O.C.MAX.57RAP 5PAC1111fi 2 X 6 FLOOR JOI5T5 19
�aae o�nar.-ne-nuwiv srwwPsl
51DEWALLS,EXT.5HEATHINfi,AINO ROOF DEPTS.-5EE q.�.
SPECIAL BLOCKINfi 15 REqU1REU ON-51TE FaR 5ET-UP
I[HE[K 5A1-E5 ORDEtt]
�
�wm��
36'-4° Q=FQ�
��aLL
•'SPACING iOR FIRST PIER IS EOUALTO 1~-m�7 N
ONE-HALF iHE ALLOWED PIER SPACING� Q—�_�
ON I•BEAM OR 24'MAXIMUM. � SEE TABLES SIDEWALL ANCHORS p pa�W
WNICHEVER i5lEs5. 2q• FOR SPACING - 64"O.C.MAX.SPACING _ N j��a�
maz. (TYPICAL BOTH SIDEWALLS) SEE NOTES AND TABLE w ¢ y�o
***SPACING CHANGES WITH HOST BEAM, ON PAGE 2 OF 2 �N Z�aH�
EXPOSURE D,AND'HIGH SIDE'OFFSETS. u. o3,,,a
SEE SETUP MANUAL FOR SPECIFICS•" �O o>Q��
ZW wvS?¢
NU� Q�Wc7�
� ��1� ^, 1 Ha a°�wW
� �rM'"// �V Z2 F�Qam
Q�3 J
Q W O NO�VQ
dl�C7 W z,� �S
G Z V7 N ON N�n
N�° W� I-BEAM-MIN.BLOCKING SPECIFICATIONS W Jo��
°� 7?z pcai �TA�SlAl��7�MX��lAO� FN���o
��a � LLo �r��n�uarsa��v�w JJ � z
� QN� , zJ ���r�x.K����t�Q{�� Q=�wa
� LLNa �� ��a�a
J �
WQO m ����N
NQLL y2
� `
•
� _'_____'
CIRCLE INDILATES TVP
HOST BEAM-SPECIAL STRAPPING 38.4"O.C.MAX.STRAP SPACING SHEARWALLANCHOR LOC.
AND SPECIAL BLOCKING RE�UIRED (FLOOR DEPART -TIE-DOWN STRAPS)
(48'O.C.MAX.SPACING-BLOCKS&STRAPS) IMC-33,995 �^� 3
SEE NOTES AND TABLES ON PAGE 2 OF 2 � REFER TO SU-01-0005 FOR JACOBSEN HOMES
SEE WARNINGS AND CAUTIONS ON PAGE 2 ADD'L PIER REQUIREMENTS
��00 JACOBSEN HOMES REFER TO THE JACOBSEN HOMES SETUP MANUAL AND IMC MODEL # 1372-995
, ❑❑■❑ �p�I[96s.6pp p/�pLA�O Cr ADDENDUM FOR COMPLETE INSTALLATION INSTRUCTIONS
�1��'Y RA�1.fi�RnA 94Q8�
❑„❑ n�7��� HUD W I ND ZONE - 3 THIS BLOCKING DIAGRAM IS PROVIDED AS A COURTOUSY ONLY.THE LICENSED:
❑❑❑❑ HUD WIND EXPOSURE CATEGORY - C CONTRACTOR SHALL REVIEW THIS DETAIL AND VERIFY COMPLIANCE.THE LICEI
r,,,... 33995 - PAGE 1 OF 2 SET-UP CONTRACTOR IS RESPONSIBLE AND LIABLE FOR ALL INSTALLATIO�
REFER TO SU-O7-0020,SU-Ot-0021,AND OTHER DETAILS IN THE SET-UP MANUAL FOR MAXIMUM HEIGHT
(THIS IS NOT DESIGNED,NOR INTENDED,TO BE A STILT FOUNDATION)
�no.�im..w.
��m w�.aoe�
wmnuw��s�s�or�.
� � � � °� � � � p ppV pP � W !� ' z
y N s ❑❑❑❑
W N�z � � �� � � � �I
� � W � � � � � � � � � � � 1� ❑�❑❑
N � V N O cD N rn N��
V � � � o � N � DC �� � � � � ��� � � � � � �� �,■�
Dg � � � � � � � v v� �� � � ��� � � � �
e N � �. � �� � ❑0�❑
R > > � 3 � . � � � � �� r
� � +���� � � � � �
x
N
n � � f� 5 i � � �°g �� � ���� �� � � � � �
� _� � � � i �� - � � ' � ��� � '� � � n
0 0� d � � a s �o � �� � �,
0 9N � � �� W O
� � � � �
5 =� �$ =e o� 06 � o �g � � � �
0 o s i i 5 �o m � � � .. � � � + �
° p ��� � � A � �
p BN � �p � �� � � � �
F e� a� �� o� o� �� S �°o �° � �� i m
a W � � � � p�j � z
� �� �� �� �� ;� �� ;� o°o czi � � r � �� � �'0
n �o � � �� r =
� 9w �� �� � � � � � : � o
a �� �� �� �� �$ �$ �� �a � �
� � ■� � � � �T
C C A A A A A A A b"� � �•p� f � � 1 ' 1
00 �O � i 5 � � a � ^ ,/�
�� D o �l� � �j � � �9� �i� V/
0o m ro m m m w m =� � � � �� �
XO A A A A A A A pp Z �
� � s ❑❑❑❑
N ■Q� � �
AW A A A A A A A GS m �F ��
�i� '' � �
� 9 N � � a � �� ❑�❑❑
m �
p A A A A A A A �OO y � �� � � ❑,■❑
A +
� i �� �
� A A A A A A A o0 n � � � ❑❑❑❑
�O � a
8�
A A A A A A A SSOO
A A A A � A � �g WARNING:
g� � INSTALLING A MANUFACTURCD 6TRUCTURC/DU1LD[NG CAN DC GXTR�M�LY DANO�ROU6. ONLY
W A A A A A A A �'� A 4UALIrIGD PGRSONNGL SHOULD ATTCMPT TO INSTALL A MANUrACTUR�D STRUCTURGEUILDINO.
� � � IMPROPER PROCEDURES AND/OR TECHNICUEB COULD RESULT IN BERIOUS iNJURY OR DEATH.
� 9 N R1 IN ADDITION TO THE DANGER TO PERSONNEI.�IMPROPER 9ETUP/IN9TALI.ATION COULD ftEBULT
Q � IN CXTENSM/COSTL7 DAMAOE TO TH� 6UILDINO/STRUCTURG. NCVCR ATTEMPT INSTALLATION
� A A A A A A A v O ,� Ir YOU ARC NOT GUALII'ICD AND/OR DD NOT HAVC TH�` PROPCR TOOLS AND/OR CCUIPM�NT.
�
� A A A A A ? A oOO N CAUTION.
m � MANUFACTUR�D DUILDINGS/STR�CTURGb CAN WG10H SGVGRAL TONB. IT 15 VCRY IMPORTANT
g W n THAT ALL PGRSONNGI�ON TH�JOD SITC�B� QUAL[FI�D AND PROPGRI.Y/ADEQUAT2LY TRAIN�D.
N .A A A A A A A b"O Z A STATL• L2C�NSGD SCTUP CONTRACTOR IB RGCUIRtD TO �L• RCSPON9IBLC rOR ALL SArC7Y
O �0 � INITIATIVCS,PROORAMS�POLICIC5,AND/OR PROCGDURGS THAT MAY DG MANDAT�D BY 09NA
� 9 w AND/OR ANY OTHCR LOCAI.�9TATE�AND/OR FGDCRAL CODCB AND/OR RBQUIRCMGNTS. THG .
N A A A A A A A �^O CONTRACTOR BHALL INSURE/REQU]RE THAT 6AFE AND PROP2R TECHNI�UE6 ARE UTSLIZED. '
�O
REFER TO SU-01-0020,SU-01-0021,AND OTHER DETAILS IN THE SET-UP MANUAL FOR MAXIMUM HEIGHT
(THIS IS NOT DESIGNED,NOR INTENDED,TO BE A STILT FOUNDATION)
THIS BLOCKING DIAGRAM IS PROVIDED AS A COURTOUSY ONLY.THE LICENSED SET-UP
CONTRACTOR SHALL REVIEW THIS DETAIL AND VERIFY COMPLIANCE.THE LICENSED
SET-UP CONTRACTOR IS RESPONSIBLE AND LIABLE FOR AI1 INSTALLATION.
i �
�
i
:� ��1`�cL�'.�.�.��.�'�:r�� .'-�a������.����`a'�..���s� ''��"'.�L�i . '� � ���s�'.
r•�. �.�.. �:a. 1. �. r ,
.,��;;',:��M �'OY u��. ;3i a,�a��a�a'iL��"l� 1�a2��.Zl�Y�.'���i.'iK�K� �9�3�����e,E�C�I�A'
`.�,,� �-t�� a���c�s�e� �errs�9 ��� i����t1��� "
r'�.^ ���
�'.� "�...X�7iR SSW��-^7RR.�7ZP1CS�3['U3l:�]�flq�i:�
"�F�!`=:iti a k� E eY�y�-' C'�a Ti�fG7�'
l•,�.� � ,,��'�� �ar
.. s'a?l p:ds^xe¢a'•�e irt�e�3ed;.��t snc���oa;n_=,ib1��,'s��e ir�.
�. `T'sse�Orocuici u�d�t��pr..ds sh�su[d�ae iar�lgc�as sn:c�@i?€�*�t+9:ER7w Z�a[Lt�F�rC��Qry'�r.SSdOY�G�.�sss c�;b'�9s.s�3 an�i3ig�ompa,cts�
ns unciisewrbec�soL, zt ox be�o��.he'_'rost iin:,.��loc�!ju�sdieein:,
'�. �i���q�d spacis��vEL b�deterrr.i�g�i isy r1+e manufactu��d�i�tzas°t�ritt�s a�t��3.�s�uacions�r Psav!ec-�er s�»,ee c��cs.
�. 't'��aOCA GE14�;�vt�+.s'1 CE1e P'tbb:[]a O�Y.`t�u?3g�.stds af ene�Seds ma�is:����151Yi�L SDIL Q$$�7L�L'�?�F LS��•-.+aOi�t73�'-�BSrSIIt c�p
�crarau!�rsffn o:s:a�rs�t�vater;n che��a. __
5. �'��c��t peuctao�aet��mey b�used E�d_rerrnL+L-k�aetu�l s�E!b9f•.Li3�y2I:2�, a�,a So3I tL�ti�;,��.,-�s:n�nt ia��aiiz�st�- �1se:s,
�Rsu�ed soii vsiu�v=lflQt1 Ilis.J s��3-�fa��
t�. Pili pec��i�es a�te�n are no�iaa-1 d'im�stRic�ns an��»}*i:�;t up to?;��".
�. ��?E',2,¢X���1'IST;s•'��'�@�CLOR�P A�1��S�t�L4� "n,��°ES'LC��SDIIi>�1�.�31g'l:��i Q��li f6 i�3�ICil1i�'3�s41�'Bi tZ1C��7�2�E.�IL+�f L:�s.Ct1�?i
�si'esults���re:�ss t1�a;s 5/&")
�. ?'ad loads p.ee th�s�:�.�nl�grc asi�?i.��le sta�k oz�'oubl�s�c�u�oc�cx.
9. "4'se�t�timu*�i��at;�y sneexm�re s�aa sa1��ruag be cier.erm'v.r.s�?�s tt�����!��+�o�t���r.�t�D1'l�r anc}:i�iL hf�hn�3CL T'�.Iti;
�11'Csa IYP t�8 i2�;��7:�e^.lV.
�d.If f15e�4"ri2�i:���a=ec:u�E��ko�ws sr�tl:P.ilSAFF@S dT2fliQT L.�lat�34��ib.arhe�:i,�.�.�:t�S��3�:o�±,:;.t�:ceed 3�'OQ t�.s�si�aie�a;�su-�;
��^sei uL ESSsih.li�.
r�a��t�� ��o. �Q�� �e�o���s�� ?��i������i �����u����.
C)�,ri�L ib°Y'1�.�" ��055-��J!�I•r C�6-?�CrO� Z9�s�.�. � 2[QJ�. � 4C�L�3bs, ? bL�iia5. i
� �J�jt�T.i i"��2" �•10�.�-�,bJdl,TT•Ob-1t�Q1 36(�sc�.in. � 25a0 3't;s, a�l�!bs. ' 75���Ss,
�C7Vhs".11.�''s�_�2.;'�� , 2�35-�.1 36�sG.t*± � `G6�i7!'ew � 5��4' f�g. a��1a e[ss�
� OYssL 1i.5"s 7g_5�' FQ�5915�1iT'I'-U�-'�Fy2�{ �32 sq.ir•. 3Q'J'J ti�a. t �pOCt i7, nn nn�L r,
i � 9 .i Lw >IlU..117$. : a
: C�V.'1L 2�"��J" 7i�5-7,�JhI'"-��i0�3� 57G sa.ir.. 4�O�J lba 3 SQ,�Q lE�s. � 12�E1"v E'va °� g
QV.Ar.2.�.Z3"s 31,25`'.?055�2'�j,si•;_�r-�p04 673 ss�,i�. �}G9�!b�. 9383 I�s. �' 3 93$�ll�s �'� �
1's�' Si�e S.L�i�1c�. `i?ad��Y:.� SO�JQ�����il 200�7!';��-��il '�t�C�ii�`���4�1
16"a;15" 1t1S�_1�i/A,�=-�-ia�5
�76 sq,u�. 27�q lbs. 3§d€1'bs. � g3331ka.
` 9�.5"x 18.5" !2��5-�fd3IT•06-14G6{ ���ac�.�. 237�ihs. �74�Ibs. i dnQ li�s."
� E 24"a�0" YUaa-9;11I`i:�J�.1CiD7 �(3G�q.in. S 27a0?�aa aSL�'^'•tss. g250'hs.�'
�¢"�2a�� 1 G59..13/J!I'd'-06-1��8 �?6 sa.in. � ��Gfl lbs, aa�i�s. � 8�Ct11b�. _:
�':o2c�a,ee�Ia�1c4 r�ie.tcq:ucea ta�oe a.ocblc�?oc-ked. - - �
�1. i�ay 2f��a�yaa3 c�8z����eia�may�e aasLc3 to rep3n..�a 4�rsr�a��ar.�;ace�a�ee=s zecss.-ait�e�€�Qz�eo�sge�a a;������e�s�
?e�. 1��.'�-a���T'CT'f..�±iae °�`�:: �e�.,�.,�.96� �;- -
-�' s�-=4,�.,�.`t�s.����'9����3>; "~�" t�'r�Yv�bg���,�9.s::-��2.:��#3d?5�=�3
a J.�n a c�;�,`;�.�:3P�ll$$=1�€te ti.�a�;;sa�s e ;arr� � � s
-~ �I� �..0��es�ee a�<a���+,���d me:,�e�o:�av�n�s�:£�,s�3�`�,:��::��r..
$a, ''�� t�it��'� :���"n22.5" �� 1{id§-��Ri as?°� E.3.2.:'�-:"si�" �� ��n-� �3 �.�: i�s 'sr���.c:d ��e t'sae �e� A� ;��e
ye., �:..�e4��esn:�.a�ca��x�2dse�d�a3�az�i�a@���?`e 2'v'��.��+e�39�er�y�r�aa��a��es�,3s=
a��Fa�.��e����g�¢�e�wkF���}�'�y�K����o he�8�c�s��:ia,i�s,���x��sae��� ��
�s�iC�a►t7�3'�t€��d�c��.����,a:•e,zz���°t���+�.�57�aa�`�..Z 3-fl�-7iJ3Y� �* 9�
gs�ea hee�. ��`�•be�l��es r�e,'sir-z,arla 5'���A �
aFi
f-,-���-.`��t�M�
'�' L'��vtn ��i J ^ 'a'iv�i r � �,
5. �55�#3R.��j1���--�s.� �? �r'��6ai��:�� 'i� �+s�a azr �r�'3�€�9�-��+,�Ls'S-�> . ����;.;.��e.k`�.
,r���:=
X.���.�-.�";��,�''���.,�-
;ar�r,��, f� .v,>• "-
�,�E+�.iHia:�>,�. K �".1
��. � +R,.z�.T�"`',�5_.�-..
, 1`cE_ � �.�'°�tE''�� P ,� tw-.�--�'�"�"x-g"_." �,;�
-p-, ..r�_�.�:'.���31dkeE•.�v�ue R�c�ilt��f a�.;r.,-.P_`iFc1�Y�,g r---a. _�..�3�.�d ����:��,�;.;,�.=':�ti..�„;
����� � �
F�OFS3 9t'y�aaaT�?�. `L ���'���ir`�. f''�'-�'��'�
-�,�.�....y
5�.-..�.�r ap���.-"`-�t;:����:.e��
����f��vx���.`z�:i
G��rr..-{ �`�';g_;�--
:,�`;��-�`. �"�.:,����
�rya-'%:�sa.�r-�`�a':-R:a?•���
;���:"�'''`�`f.����''�'`.�'�:=;"^'�:
7���:��rtf,�=-'-.�..-�� r�.��;
:"�.'�" �.a..•}'^"� ,,�`'�,9'��,'s�s''�w'3t`�!
.C3'n�a::a.LL,'�sY�irr.sra���vtk!}��Y,i^-FSGy''i
��,,_Ie;n�2 iG.$�.t�f.`°^, �`�s;�.���#.:��S�kn-'--k-"�"�.�'r�`�,��,'''"�3
g�m.-*'�cny� 'a4�� �..:{�
' � 'f�,'':"�-....��.G`�'l'�i'Fit'��YES�+v'
"L:'Y? ..'�"f'�-�LT�~�����•
i'
� page 1
OLIVER TECHNOLOGIES,INC. revision 6/07
_ ' FLORIDA INSTALIATION INSTRUCTIONS FOR THE
MODEL 1101 "V"SERIES ALL STEEL FOUNDATION SYSTEM
MODEL 1101"V"(STEPS 1-15)
LONGITUDINAL ONLY:FOLLOW ST�PS 1-9
FOR ADDING LATERAL ARM:Follow Steps 10-15
FOR CONCRETE APPLICATIONS:Follow Steps 16-19
ENGINEERS STAMP ENGINEERS STAMP
1.SPECIAL CIRCUMSTANCES: If the following conditions occur-STOP! Contact Oliver Technologies at 1-800-2847437:
a)Pier height exceeds 48" b) Length of home exceeds 76'c)Roof eaves exceed 16"d)Sidewall height exceed 96"
e)Location is within 1500 feet of coast
INSTALLATION OF GROUND PAN
2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan(C) .
3. Place ground pan(C)directly below chassis I-beam. Press or drive pan firmly into soil until flush with or below soil.
SPECIAL NOTE:The longitudinal"V"brace system serves as a pier under the home and should be loaded as any
other pier. It is recommended that after leveling piers,and one-third inch(1/3°)before home is lowered complete(y on
to piers,complete steps 4 through 9 below then remove jacks.
INSTALLATION OF LONGITUDINAL"V"BRACE SYSTEM
NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM ONLY, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED.SOIL TEST
PROBE SHOULD BE USED TO DETERMINE CORRECT TYPE OF ANCHOR PER SOIL CLASSIFICATION.IF PROBE TEST READINGS ARE BETWEEN
175 8 275 A 5 FOOT ANCHOR MUST BE USED.IF PROBE TEST READINGS ARE BETWEEN 276�350 A 4 FOOT ANCHOR MAY BE USED.USE
GROUND ANCHORS WRH DIAGONAL TIES AND STABILIZER PLATES EVERY 5'4".VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED
WITH VERTICAL TIE CONNECTION POINTS(PER FLORIDA REG.).
4.Select the correct square tube brace(E)length for set-up(pier)height at support location. (The 18"tube is always
used as the bottom part of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled to length as long as a
40 to 45 degree angle is maintained.
PIER HEIGHT 1.25"ADJUSTABLE 1.50"ADJUSTABLE
(Approx.45 degrees Max.) Tube Length Tube Length
: 7 3/4°to 25° . , : 22" _ - - :- 18" _ ._ : .
24 3/4"to 32 1/4" 32° 18"
�' 33°to 41" - . . 44n_ °.: ` � -18" .,. ., _ .
40°to 48" 54" 18"
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 final
adjustment.
6. Place I-beam connector(F)loosely on the bottom flange of the I-beam.
7. Slide the selected 1.25"tube(E)into a 1.50"tube(E)and attach to 1-beam connectors(F)and fasten loosely with bolt and nut.
8. Repeat steps 6 through 7 to create the"V"pattem of the square tubes loosely in place.The angle is not to exceed 45
degree and not below 40 degrees.
9.After all bolts are tightened, secure 1.25"and 1.50"tubes using four(4)1/4"-14 x 3/4"self-tapping screws in pre-drilled holes.
1N�,TALLoTION OF LeTERAL TELESCOPING TRA_NSVERSE ARM SYSTEM
� THE MODEL 1101 "V"(LONGITUDINAL&LATERAL PROTECTION)ELIMINATES THE NEED FOR MOST STABILIZER PLATES 8�FRAME TIES.
NOTE:THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4". i
FOUR FOOT(4')GROUND ANCHOR MAY BE USED DCCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT. �
10. Install remaining vertical tie-down straps and 4'ground anchors per home manufacturer's instructions. No'rE:Centerline II,
anchors to be sized according to soil torque condition.Any manufacturer's specifications for sidewall anchor loads in excess of I
4,000 Ibs. require a 5'anchor per Florida Code.
11. NOTE:Each system is required to have a frame tie and stabilizer attached at each lateral arm stabilizing location.This frame tie 8�
stabilizer plate needs to be located within 18"from of center ground pan.
12.Select the correct square tube brace(H)length for set up lateral Vansverse at support location.The lengths come in either 60"
or 72"lengths. (With the 1.50"tube as the battom tube, and the 125"tube as the inserted tube_)
13. Install the 1.50 transverse brace(H)to the ground pan connector(D)with bolt and nut.
14.Slide 1.25"transverse brace into the 1.50"brace and attach to adjacent I-beam connector(I )with bolt and nut.
15 Secure 1.50"transverse arm to 1.25"transverse arm usinq four(41 1/4"-14 x 3/4"self-tappinq screws in pre-drilled holes.
OLIVER TECHNOLOGIES,INC. Telephone:931-796-4555
1-800-284-7437 Fax:931-796-8811
www.olivertechnologies.com
% .�
�' -
y .
� page 2
INSTALLATION USING CONCRETE RUNNER/FOOTER revision 6/07
16. A�oncrete'runner,footer or slab may be used in place of the steel ground pan.
a) The concrete shall be minimum 2500 psi mix
b) A concrete runner may be either longitudinal or transverse,and must be a minimum of 8"deep with a minimum width of 16 inches
longitudinally or 18 inches transverse to allow proper distance beiween the concrete bolt and the edge of the concrete(see below).
c) Footers must have minimum surface area of 441 sq.in.(i.e.21°square),and must be a minimum of 8"deep.
d) If a full slab is used,the depth must be a 4"minimum.
Special inspection of the system bracket installation is not required.. Footers must allow for at least 4"from the concrete boft to the edge
of the concrete.
NOTE:The bottom of all footings,pads,slabs and runners must be per local jurisdiction.
LONGITUDINAL: (Model 1101 LC"V")
17. When using Part#1101-W CPCA(wetsetl.simply install the bracket in mm�erffooter OR When installinp in cured concrete use Part#
101-D-CPCA(drvsetl.The 1101 (dryset)CA bracket is attached to the concrete using(2)5/8"x3"concrete wedge bolts(Simpson part#
S162300H 5/8"X 3"or Powers equivalent).Place the CA bracket in desired location. Mark bolt hole locations,then using a 5/8"diameter
masonry bit,drill a hole to a minimum depth of 3°. Make sure all dust and concrete is blown out of the holes.Place wedge bolts into drilled
holes,then place 1101 (dry set)CA bracket onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive the wedge bolts
down by hitting the nut(making sure not to hit the top of threads on bolt).The sleeve of concrete wedge bolt needs to be at ar below the top
of concrete.Complete by tightening nuts.
LATERAL:(Model 1101 TC"V")
18. For wet set(part#1101-W TACA)installation simply instalt the anchor bolt into runnedfnoter.For dry set installation(part#1101-D-TACA)
mark bolt hole locations,then using a 5!8"diam.masonry bit,drill a hole to a minimum depth of 3". Make sure all dust and concrete is
blown out of the hole.Place wedge bolts(Simpson part#S162300H 5/8°X 3"or Powers equivalent)into(D)concrete dry transverse
connector and into drilled hole. If needed,take a hammer and lightly drive the wedge bolts down by hitting the nut(making sure not to hit
the top of threads on bolt),then remove the nut.The sleeve of concrete wedae bolt needs to be at or below the toq of concrete.
19.When using part#1101 CVW(wetset)or 1101 CVD(dryset),install per steps 17 8�18.
Notes: `
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. • =STABIL�PLATEAND FRAMETIE LOCAl10N (rieeclsin
be lor,aled w�hn 18 iidies afoenher'ofc,�ound pan oroax�)
3. � LOCATION OF LONGfTUDINALBRAC6VG ONLY
4. �-=11RAN5VERSE&LONG[TUDB�IAL LOG4'TfON.S
REQUIRED NUMBER AND LOCATION OF MODEL 1101 "V" OR 1101 C "V"
BRACES FOR UP TO 4/12 ROOF PITCH
�,
ALL WIDT S; ,D LENGTHS UP TO 52'
,.��
:�j "�.��.:�
.,J+.,
• • i �e: l I u��/i •�•
�V/ ' J,� .f e•l'~� • •
s'''`'��� �! .; .�s5. -j�
(l✓' . f �, ,/,
a.✓� '�r�,' .�` f.: �y„"''}.
i .�. . '`�' �
� � f • -
�' �r • �
�^ F ' _
i�" y �✓� 't �.Gy,
`�4><<T >t�j ����,r _
t
ALL WIDTHS;AND LENGTHS OVER 52'TO 80'
• �
• • � �
• •
� • • • � � ,
� � • • • •
- - - -- - -- -:� .---- = _ =. _._:. .._.,_ ._ _.... -..,,,:---.._._,.._._ ,�. _:_,.._.._.._-.,. -_ _. - --->._ .--- - ._, ;.
HOMESlWITH 5/_1.2 RO,OF.PITCH.REQUIRE: PER=FCORIDA REGU.LATIONS „ __ _ � - :
6,systems for home"lengths up,to"52':and�8.systems=for homes over 52'°and up 80' One stabilizer_
. � ., . :, _. - � - = - -
'plate and frame:#ie required:at each iateral bracing.system:-�:;� : �. �;_ _ °_ - ; � -_ ; ; --