HomeMy WebLinkAbout15-16647 � . CITY OF ZEPHYRHILLS
� 5335-8TH STREET
(si3)�so-oo20 16647
BUILDING PERMIT
,
I PERMIT INFORMATION LOCATION INFORMATION -
Permit Number: 16647 Address: 39851 COG HILL LP LT 113
Permit Type: PARK MODEL ZEPHYRHILLS, FL.
' Class of Work: PARK MODEL SET-UP Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s):113 Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 2,400.00 OWNER INFORMATION
Date Issued: 10/06/2015 Name: NHC-FL115 LLC
Total Fees: 180.00 Address: 39851 COG HILL LP
Amount Paid: 180.00 ZEPHYRHILLS, FL 33542
Date Paid: 10/06/2015 Phone: 813-783-7518
Work Desc: REPLACEMENT PARK MODEL 14 X37
CONTRACTOR S � APPLICATION FEES -
EASLER,LIONEL L. PARK MODEL SETUP 60.00 PARK MODEL ELECTRIC 40.00
' CRANDALL,RICHARD PARK MODEL PLUMBING 40.00 PARK MODEL MECHANICAL 40.00
� EASLER,LIONEL L.
BAHR'S PROPANE GAS&A/C,INC.
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- � Ins ections Re uired
PARK 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 imposed 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 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.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your properly. 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.
CONTRA TOR GNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �� � ��
Date Received: �—2"�f� (S
Site: V /� � �d l'�i�`� � / /
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Permit Type: ��-�.K �I ��,��rewu�7- �`��37
Approved w/no commentsL Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans. <<
lQ-/-i�1" �''.
Kalvin Swit r ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
_ e��-�so-oo2o City of Zephyrhills Permit Application Fax-e��-�eo-ooz�
� ' Bulding Departrnerrt
Date Received �� � phone Contad for Pertnitting ( u
1 1 1 1 1 1 1 1 1 � 1 1 1
Owners Name Owner Phone Number Q ` '�
D
Owners Address ' Owner Phone Number
Fee Simple Tilleholder Name �1"� Owner Phone Number
Fee Simpte TiUeholder Address �
JOBADDRESS 1 LOT# I I
SUBDMSION PARCEL IDA ' V 1
(OBTAINm FROEA PROPERTY TA7C NOTICE)
WORK PROPOSED � NEW CONStit e ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE �� SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL �
DESCRIPTION OP WORK V�
+ � ^�7�
BUILDING SIZE l X 1 SQ FOOTAGE HEIGHT
�BUILDING $ , � VALUATIONOFTOTALCONSTRUCTION ��U�
c
�'�LECTRICAL $ AMP SERVICE Q PROGRESS ENERGY � W.RE.C.
PLUMBING $ �/_ �a��
lSC �
tECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED ROOR ELEVATIONS FIOOD ZONE ARFA QYES NO '
I
BUILDER •COMPANY• -'-� •- Ivl 1"'�� L V lC• I
SIGNATURE r�cis�rim Y N �cuRaEw N
Address � License# �
ELECTRICIAN COMPANY C�LLrI I��l�
SIGNATURE r�cisr�EO N �cutu�N Y N
Address J License# 'W��
PLUMBER COMPANY '�/l 1� �
SIGNATURE r��isrErtEO Y N �cuar�a Y N
Address License# (�
MECHANICAL C�L/��'�-�. COMPANY S ��
SIGNATURE r�cisr� N �cu� Y N
add� S � u��#
OTHER COMPANY
SIGNATURE r�cisr�EO Y/N �cuw� Y/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Bu�ding Plans;(1)set of Energy Forms;R-O-W Permit for new consWction,
Minimum ten(10)worldng days after subm'dtal date. Required onsite,Construction Pfans,Stortnwater Pians w/S�lt Fence inslalled,
Sanitary Facilities 81 dumpster;Site Wodc Permk for subdivisionsllarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set oF Energy Fortns.R-0-W Pertnft for new construction.
Minimum ten(10)working days after submittal date. Required onsite,ConsWction Pians,Stormvrater Plans w/Sitt Fence Installed,
Sanitary Facilides 81 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW consWction.
Directions:• �
Fill out application completely.
Ovmer 8 Contractor sign back of appGcation,notadzed
If over 52500,a Notice of Commencement is required. (AIC upgrades over 57500)
" Agent(for the contractar)or Power of Attomey(for the awner)would be someone with notarized letter from awner authorizing sarne
OVER THE COUNTER PERMIII'ING (Front of Applicatian Only)
Reroofs'rf shingles Sewers Service Upgrades A/C Fences(PIoUSurveylFootage)
Driveways-Not over Counter if on public roadways..needs ROW
PIOTICE 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: 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 regula6ons. If the
contractor is not licensed as required by faw, bofh 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 conVactors, 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 properiy licensed and is not entitled to pertnitting privileges in Pasco
County.
TRANSPORTATION IIIAPACTlUTILITIES 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 occupanc�'or final power release. If the project does not involve a certifiqte of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore,if Pasco County WatedSewer Impact
fees are due,they must be paid prior to pertnit issuance in accordance with applicable Pasco Cou�ty 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—Homeowners
Protection Guide"prepared by the Florida Department of Agriculture 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 p�mise in good faith to
deliver it to the"owne�'prior to cammencement.
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 aIl applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permft to do work and installation as indicated. I certify that no woric or installation has
commenced prior to issuance of a pertnit 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 agenaes include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Se�sfive
Lands,Water/WastewaterTreatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Artny Corps of Engineers-Seawalls,Do�ks,Navigable Watervvays.
- Department of Health 8� Rehabilitative Services/Enviranmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Enyironmental Protection Agency-/�sbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restridions 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,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 ated for violating
the conditions of the building pertnit issued under the attached pertnit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGEPIT FOR THE OWNER,I promise in good faith to inform the owner of the pertnifling conditions set forth in
this affidavit prior to commencing construction. I understand that a separate pertnit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning,gas, or other installations not specifically included in the appliption. 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 viola6ons of any codes. Every pertnit issued shall become invalid
, unless the work authorized by such permit is commenced within six months of pertnit issuance,or if work authorized by
, the permit is suspe�ded or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested,i�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 tdOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TINICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM NCEMENT.
FLORIDA JURAT(F.S.117.03)
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OWNER OR AGENT CONTRACTOR
Subscribed a�swom to(or affume�before me this Subscrihed and sw or aff ed)before me this
by b
Who is/are personally known to me w hasRiave produced Who is/are personally known to me w has/have produced
as identificaUon. as identif�ation.
Notary Public Notary Public
Commission Na. Commissron No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
� '
Majestic 0aks
Lot # 113
40'
Side!ot lines hav.e ditional 6'-6"
, inimu Spacing beiween seibacks to e�dsting ctures.
tructur 13' 1 �
13�4��
.lacobsen A� W�P•K S�.AL ES�ORIDABUII,DINCs
p ��lAIL1I�G OD ,
Park Model C D�,?�A�IC�A�LS 0 INANCES�
�c.�\ C I'Y OF ZEP Y
�`3351n1
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�LLf'-NS EX�41�@li���� .
7�_6,�
50'
12'
Minimum Spa 'ng between
0� Structures 13'
Exi ng Concrete
Driv way 12'wide
NORT
PERMIT WORKSHEET page 1 of 2
PERMIT NUMBER -
1 ,� ` ' n�r�� New Home [.� Used Home ❑ "
Installer ��(��Q� ���1l�� License# `�-Y��L�l,l� �
Home installed to the Manufacturer's Installation Manual
Address of home ���1 �\11 �'� ��= Home is installed in accordance with Rule 15-C ❑
being installed °-� ,.,`,. . , �
G-�(J r v�Y 1�.S' _ � ��J�47_ Single wide [� Wind Zone II [� Wind Zone III ❑
Manufacturer ���U,� 1 Length x width ��� X ��� Double wide ❑ Installation Decal# Oa�" !���
NOTE: !f home!s a sfngle wlde flll out one hali of the blocking plan Triple/Quad ❑ Serial# � • � 3��D�1
if home fs a friple or puad wide sketch in remalnder of home
Roof System:�ypical Htn�ed
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) (256) (342) (400) (484)• (576)� (676)
p p i � lateral
2' � � � � �
IShow locations of Longitudinal and Lateral Systems � �� � � �
longltudlnal
(use dark lines to show these locations) � � � �
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* interpolated from Rule 15C-1 pier spacing table.
PIER PAD SIZES `�
I-beam pier pad size ���� X22 a ize n
� x
Perimeter pier pad size � 11 X �0 x
... . x .
---' �-----------------------------•-------------------------- - �... � Other pier pad sizes x .
- •--------•----•--------------y ----
j F ...J ,.�,..� (required by the mfg.) x
x
••� • Draw the approximate location marriage x
� all openings 4 foot or gre . Use this x
�••� s bol to show the pier x
maniag wallplers hln2'ofen ofhomep rRulel x
List all marriage II open' gs greater than 4 foot x 2 6 6
and their pier pad s s elow.
ANCHORS
....,.... .......... .... .......... ................ . . p ni q d size
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PERMIT WORKSHEET a e 2 of 2
PFRMIT NI IMRFR
r�a����� ■�v���vr�■ �
Site Preparation
POCKET PENETROMETER TEST
Debris and organic material re oved �
The pocket penetrometer tests are rounded down to��psf W ater drainage:Natural�Swale Pad Other "
or check here to declare 1000 Ib. soil without testing.
X�� X�� X 1�� Fastenln multl wlde un(ts _
Floor: Type Fasten • Length: Spacing:
Walls: Type Fastener: Length: Sp ' g:
POCKET PENETROMETER TESTING METHOD Roof: Type Fastener: ength: pacing:
For used homes a min.30 gaug , alvanized metal strip
1. Test the perimeter of the home at 6 locations. will be centered over the peak of roof and as ith galv.
roofing nails at 2"on center oth sides of the centerlin .
2. Take the reading at the depth of the footer.
SkBt(weatherarooflnp reaulrementl
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 con sation, mold, meldew and buckled marri e walls are
a result of a poorly instal r no gasket being installed. I erstand a strip
X�� X�(� X�p of tape will not serve as a gask
Inst 's i ' ' Is
TORQUE PROBE TEST
Type pasket In led:
The results of the torque probe test is�_inch pounds or check Pg. Between Floors Ye
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 Weatherproofing
anchors are required at all centerline tie points where the torque test
reading is 275 or less and where the mobila home manufacturer may The bottomboard will be repaired and/or taped. Yes�. Pg.
requires anchors with 4000 I ol ing capacity. Siding on units is installed to manufacturer's specifications. Yes�—
7f`y�� Installer's initials Fireplace chimney installed so as not to allow intrusion of rain water. Yes.1�1�
ALL TESTS MU T BE PERFOR �D BY A LICENSED INSTALLER celleneous
Installer Name � �o�� �act Q � Skirting to be installed. Yes No
/� n' I Dryer vent installed outside of skirting. Yes�,�N/A
Date Tested �L L�-t ��j Range downflow vent installed outside of skirting. Y s N/A,�
Drain lines supported at 4 foot intervals. Yes y�
Electrical crossovers protected. ��,�
Other;
Electrical
Connect electrical conductors between multi-wide units,but not to the m�in power
source. This includes the bonding wire between mult-wide units. Pg. (v Installer verlfies all information given wlth this permit worksheet
um na is accurate and true based on the
manufacturer's installation instructions 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 Signature / G�d�� Date '7/��
independent water supply systems. Pg.
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' � page 1
OUVER TECHNOLOGIES,INC. revision 6/07
' FLORIDA INSTALLATION INSTRUCTIONS FOR'FHE
, MODEL 1107 W SERIES ALL STEEL FOUNDATION SYSTEM
MODEL 1701"V"(STEPS 1-15)
LONGlTUD1NAL ONLY FOLLOW STEPS 1-9
FOR ADDING LATERAL ARM:Follow Steps 10-15
FOR CONCRETE APPLICAT/ONS:Follow Steps 16-19
ENGINEERS STAMP ENGINEERS STAMP
1.SPECIAL CIRCUMSTANCES: If the following conditions occur-STOP! Confacf Oliver Techno/ogies at 1-800-284-7437:
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 GROUNQ 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 completely 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�275 A 5 FOOT ANCHOR MUST BE USED.IF PROBE TEST READINGS ARE BETWEEN 276 8 350 A 4 FOOT ANCHOR MAY BE USED.USE
GROUND ANCHORS WITH 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 aiways
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°to25" . - � 22" _ ,_ _ _ �8� .
24 3/4"to 32 1/4" 32" 18"
33"to 41" 44" : ' 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 I-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 314"self-tapping screws in pre-drilled holes.
INSTALLATIQN OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM
THE MODEL 1101 "V"(LONGITUDINAL 8 LATERAL PROTECTION)ELINIINATES THE NEED FOR MOST STABILIZER PLATES 8�FRAME TIES.
NOTE:THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4°.
FOUR FOOT(4')GROUND ANCHOR MAY BE USED IXCEPT WHERE THE HOME IVIANUFACTURER SPECIFIES DIFFERENT.
10. Install remaining vertical tie-down straps and 4'ground anchors per home manufacturer's instructions. NoTE:Centerline
. anchors to be sized according to soil torque condition.Any manufacturer's specifications for sidewall anchor loads in excess of
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 transverse at support location.The lengths come in either 60"
' or 72"lengths. (With the 1.50"tube as the bottom tube, and the 1.25°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"hrace and attach to adjacent I-beam connector( 1 )with bolt and nut.
15. Secure 1.50"transverse arm to 1.25"transverse arm usinq four(4) 1/4"-14 x 3/4°self-tappinq screws in pre-drilled holes.
1: OLIVER TECHIVOLOGIES, INC. Telephone:931-796-4555
1-800-2847437 Fax:931-796-8811
www.olivertechnologies.com
� � � ,
' ' page 2
INSTALLATIORI USING CONCRETE RUNNER 1 FOOTER revision 6/07
16. A concrete 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 between 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 bolt 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 runnerffooter OR When installing in cured concrete use Part#
101-D-CPCA(drvset).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 staft wedge bolt nuts. Take a hammer and IighUy 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 or below the top
of concrete.Complete by tightening nuts.
LATERAL: (Model 1101 TC"V")
18. For wet set(part#1101-W-TACA)installation simply install the anchor bolt into runner/footer.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 IighUy 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 ton of concrete.
19.When using part#1101 CVW(wetset)or 1101 CVD(dryset), install per steps 17&18.
Notes:
1. LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
2. • =STABIL��ATEAND FRAAI�TIE LOCATION (needs�
be bca�d w�vi 18 i��es afoer�rafgarxi pan oroonc�)
3. (� LIX;ATION OF LONGffUDWAL BRACING ONLY
4. �=lT�NSV�SE&LONGfIUDWALLOC�ATION,S
REQUIRED NUMBER AND LOCATION OF MODEL 1101 "V" OR 1101 C "V"
BRACES FOR UP TO 4/12 iZOOF PITCH
ALL WIDTHS;AND LENGTHS UP TO 52'
� • • • • •
• • � • • �
ALL WIDTHS;AND LENGTHS OVER 52'TO 80'
• •
• • � •
• •
• • • • • •
• � • • • •
HOMES WITH 5/12 ROOF PITCH:REQUIRE: PER FLORIDA�REGUtATIONS .
;6 systerris,for home lengths up to 52' and 8 systems for homes over 52' and up 80`.�One stabilizer
plate and frame tie_required at each.lateral bracing system. - - �-
a • � y
' Florida�pproved 4'ground ,�r„_,a„ page 3
anchors may be used in all revision 6/07
locations except where --
home manutacturers speci- `
fications for sidewall sVaps ,t �
are in excess of 4,000 Ibs. ,I- Transverse artn 1-beam ;� li i�� iti illli r�li il
These locations require a 5' connector — -
anchor.Per Florida Code. �H�Transverse artn
Top(1.25°)
�— bouom(1.5°) C=GROUND PAN
D=GROUND PAN CONNECTOR
D-Ground F-:°V°brace I-beam � U BRACKETS TRANSVERSE
Pan connectors E=TELESCOPING V BRACE
vansverse �Y/ TUBE ASSEMBLY W/1.5 BOT-
connectors ,1_ground Pan TOM TUBE AND 1.25 TUBE
� V Bracket INSERT
F="V" BRACE I-BEAM CONNEC-
TORS ASSEMBLY
E-"V°Brace Tub � H=TELESCOPING TRANSVERSE
Top(1.25°) ARM ASSEMBLY
Bottom (1.5°) I=TRANSVERSE ARM I-BEAM
-Ground Pan CONNECTOR
J=V PAN BRACKET
Model # 1101 "V"
- eam a amp
Altemate Holefor (1)PerAssembly
Longitude dry Narrower eea�n Fiange
concrete bracket
part# 1101 D-CPCA -�
. .
.:�- •
'r">Y � `i j Grade 5-1/2"x 1"
� Carriage Bolt&Nut
`?ti f�
Wet bracket part# --
1101 W-CPCA not ` - �r�ae s-vz•X z�rz° Model 1101 CVD
ShOWiI - Carriage Bol[&Nut
1-BEAM CONNECTOR BRACKET Model 1101 CVW �
not shown
;Florida approved 4•ground -°°�-^^>-�-- C=CONCRETE FOOTERIRUNNER
Eanchors may be used in ail - _ D=CONCRETE U BRACKET TRANSVERSE
E locations except where home
Emanufacturers specifications CONNECTOR(COnnects with gr�de 5-1/2°x 2
;for sidewall straps are in %� ' 1/2"°carriage bolt$nut)
I- Transverse arm I-beam I�II i q�ql i f-�i i
:excess of 4,000 Ibs.These !E T� E=TELESCOPING V BRACE
Eloqtions require a 5'anchor. �nnector W ` -
;Per Florida Code. • �H�Transverse arm TUBE ASSEMBLY W/1.5 BOT-
Top(125°� TOM TUBE AND 1.25 TUBE
�— bottom(�.5') INSERT
F="V" BRACE I-BEAM CONNECTORASSEMBLY
D-Concrete F-:1/°brace I-6eam � (connects with grade 5-1/2°x 4"carriage boit
U bracket connectors &flUt�
transverse i �Y/ H=TELESCOPING TRANSVERSE ARM
connectors J-Concrete ASSEMBLY
� °v°Bracket I=TRANSVERSE ARM I-BEAM CONNECTOR
(connects with grade 5-1/2°x 2 1/2""carriage boft
&nut)
E-"V°Brace Tub � J=CONCRETE°V° BRACKET(connects with
Top(1.25°) grade 5- 1/2°x 4"carriage bolt&nut)
Bottom (1.5°)
-Concrete
Footer/Runner
Model # 1101 C "V"
� OLIVER TECHNOLOGIES, INC. Telephone:931-796-4555
1-800-2847437 Fax:931-796-8811
www.olivertechnologies.com