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HomeMy WebLinkAbout16-17268 CITY OF ZEPHYRHILLS �� 5335-8TH STREET - ' (813)780-0020 1726 BUILDING PERMIT " - � = PERMIT INFORMATION= _ - �� -� - - - �.���LOCATION�INFORMATION . . - � � � Permit Number: 17268 Address: 3719 BLACK DIAMOND DR LOT 245 Permit Type: PARK MODEL ZEPHYRHILLS, FL. � . Class of Work: PARK MODEL SET-UP Township: .Range: Book: Proposed Use: MOBILE HOME PARK Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS - Est. Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 2,400.00 ' '- - ' � �.=OWNER INFO.RMATION'� + � � � Date Issued: 4/21/2016 Name: NHC-FL115 LLC Total Fees: 1,053.00 Address: 3719 BLACK DIAMOND DR Amount Paid: 1,053:00 ZEPHYRHILLS, FL. 33542 Date Paid: 4/21/2016 Phone: 813-783-7518 ' Work Desc: REPLACEMENT PARK MODEL 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 TRAFFIC IMPACT FEE 99% 864.27 TRAFFIC IMPACT FEE 1% 8.73 ly � � �� /I � � � ` - � � � - ' : . _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 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 performed in accordance with . City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER o - . . �._.:��%',_, � - ww_.�tit-������'.. � . =��" � . � ti�}., Cit`� of Z, hyrhills Y � BUILDING PLAN REVIEW CONIMENTS Contractor/Homeowner: �"��`��' " Date Received: �—� �—� � Site: 3 �7 l� �(c�c�<��cc..n�cN.O� Permit Type: � � � �7 ��t,l k Y►'l.�� . Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑ �= , .� This comment sheet shall be kept with the pernut and/or plans. l6 Kalvin Sw' r—Plans Examiner Date Contractor and/or Homeowner i (Required when comments are present) 813-780-�20 City of Zephyrhills Permit Application F���a-�eaooz� Building Department ' Date Received .�C � phone Contact for Permilting � U Q Owners Name Owner Phone Number - • ' Owners Address I Owner Phone Number Fee Simple TiUeholder Name Owner Phone Number Fee Simple TitleholderAddress JOBADDRESS LOT# [yLLL-� SUBDIVISION � � PARCEL IQq ' 'W I�' � � (OB7AINED FR�OM PROPERN T�ncE1 DEMOLISH WORK PROPOSED �NEW CONSTR e ADD/ALT SIGN INSTALL REPAIR PROPOSED USE � [� SFR Q COMM Q OTHER TYPE OFCONSTRUCTION Q BLOCK Q FRAME Q STEEL �� DESCRIPTION OF WORK BUILDING SIZE 2� SQ FOOTAGE� HEIGHT � �BUILDING $ VALUATION OF TOTAL CONS7RUCTION ���bb�^ �ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. ��CUMBING $ , � �N1€CHANICAL $ VALUATION OF MECHANICAL INSTALLATION I I�'" " � QGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO __ BUILDER I �y'�`'�l.�- COMPANY S IC�P � � � SIGNATURE � REGISTERED Y N FEECURRQ. Y N A'ddress �.. License# � Z� ELECTRICIAN COMPANY (Jl_SL.� SIGNATURE REGI5TEf2ED Y N FEECURRE� /N Address r License# �� Z Q PLUMBER COMPANY S �Y 1`\ Svt� SIGNATURE REGISTEf2ED Y N FEECURRE� /N Address S �_ License# Y�1��S C��� MECHANICAL l,� C/� _`-� COMPANY _ ' s � � SIGNATURE / / �� REGISTERED Y N FEECURREA /N Address , License# �`-C g OTHER . COMPANY SIGNq7URE REGISTFRED Y/ N FEE CURREA Y/N Address License# - 1111111111111111.111111111111111111111111111.111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-0-W Pertnd for new construction, Minimum ten(10)working days after submirial date. Required onsite;Construc6on Plans,Stormwater Plans w/Siit Ferroe installed, Sanitary Faciidies&1 dumpster,Sde Work Permd for subdivisions/large projects COMMERGAL Attach(3)canplete sets of Building Ptans pius a L'rfe Safety Page;(1)set of Energy Forms.R-O-W Permit for new construdion. Minimum ten(10)working days after submittal date. Required onsde,Construction Plans,Stortnwater Plans w/SiR Fence installed, Sanitary Facilities 8 1 dumpste�.Site Work PermR for all new piojects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans: ""PROPER7Y SURVEY required for ail NEW construction. Directions:• Fill out application compietety. Owner 8 Contrador sign badc of application,notarrzed If over E2500,a NoUce of Commencement Is requfred. (A!C upgrades over E7500) " Agent(for the contrador)or Power of Attomey(for the owner)would be someone with notarized letter from owner authwizing same OVER THE COUNTER PERMITf1NG (Front of Appli�ion Only) • Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoVSurveylFootage) � Driveways-Not over Counter if on public roadways..rreeds ROW � � � " - ' .• -' I . � ;i � � i ' � • Maje�tic Oaks , . Lot #245 ' � , _ , , � . _ , � , . .. Minim m Spacing befinreen Struct res 13' � � Side lot lines have additio al 6'-6" setbacks to existing struc res. ' -� 13'-4" . �.., � �_6�� 3 ' � �� 7 � ' , �A ��,0 ' , . _ ... .� . - -- Co��'��l cs��IL��, . _ , , , , cjTyo Z�T N,��s,�or�ly��� , Jacobsen Y�l l�CT �d,g8�9LL Park Model llS��ICCO�U�D� ' : � , - � ��,�Nc�s�� G � � � �`���� . ��;��� _ I S��tii� '� �� - �,y ��� `-��� S Minimum Spaci g b 2 O� Structures 13' Existing Concrete Driveway 12'wide _ _ NORTH ► 42' .. „ - " PERMIT WORKSHEET page� of 2 " � PERMIT NUMBER . , , � - - -- � Lionel Easler IH1025210 New Home " � Used'Home ❑ , - Installer - License# � ' ' _ Home installed to the Manufacturer's Installation Manual �] Address of home 3719 Black Diamond Dr(Lot 245) Home is installed in accordance with Rule 15-C ❑ being installed � Zephyrhills, FL � Single wide � �Wind Zone II � Wind Zone III � Manufacturer �acobsen Length x width 13'4"x 37' Double wide 0 Installation Decal# NOTE: If home!s a single wlde fill out one half of the blocking plan Triple/Quad 0 Serial# If home is a triple or quad wide sketch in remainder of_home Roof System: Typical Hinqed I understand Lateral Arm Systems cannot be used on any home(new or used) PIER SPACING TABLE FOR USED HOMES where the sidewall ties exceed 5 ft 4 in. I, Ihstaller's initials LLE Load Footer 16"x 16" 1 B 1/2"x 181/2" 20"x 20" 22"x 22" 24"X 24" 26"x 26" ' Typical pier spacing bearing size �256) (342) (400) (484)' (576)' (676) iafe�ai capacfty (sq in) � , 2� � � I Show locations of Longitudinal and Lateral Systems � ^ ; � '� - ' longitudinel (use dark lines to show these locations) ' ' n i � � � � � � � � * interpolated from Rule 15C-1 pier spacing table. _ PIER PAD SIZES - � I-beam pier pad size minimum�16"x 16" a ize n 17"x 22" x, Perimeter pier pad size x . -x :... � �.. ; . ---= f------------------------------=--------------------------------------------------------= �---- Other pier pad sizes x . :.�.� :.�..3 (required by the mfg.) x x i ! Draw the approximate locations of marriage x � j I openings 4 foot or.greater. Use this x - �••• ••� sym to show the piers. x rrlagewallpiers ithin 2' f end al home r,Rule 15C X List all marriage w enings great an 4 foot x and their pier pad sizes low. � ANCHORS --.. ,..._�. ..----•--•--� ----�-�--,----�,--- l �-- -...... .---�-- . ... p 1""'"': f " i i ; ; ..i ._r--�-�---. �... -� ; ; ; �-��--�-r- ;---•r---,--...,---:............. �....---�--�---�-;----; 9 X r.. �_.... . i rn Pi ize 4 ft 5 ft �---..i..._. ..._i-.... ...�---. .�.. � 1 +--...:...-' +---'--.._.....i---•-'----'i--'-!--'-''---'-F--"�--'' � �---..4-...'�---'---"----' � �� . -, }. .r....,-....t.... � t-'-'-f--'-'t----t--'- * ' i i i i i � ' I i -- - - � i � i- i i i ` �---i--i 3 i �---� � � _ � � � I : � �-.-'`-`•--'-'--- . . .... ._._..-. ...: "-'ti--'-- -"�'---;---.'.. : t ...}_..--- � -. • t-'-- �--i"-'-. � ; �-t---^---'- - ' ; 1 -'-I-'-'�---... .. ...:.--'--'-'1-- ; ----F----, . � i � ; � � . i i i I �i t i i i i '�----i--... .i � .._.i_..-''---�'----' +"---i.._.. ..-' '-� •--�--...}.._.S-......---''----+-'------'�-. .... ' i � i-•---+'---'+-'---f'- � �-----'--°----� �-----t--: - .' f 7 1 r----; ; f' '_ f" ; i i � i ._I.... ...�....i..--r�---T---, —�----'; f T 1'---i-•--i•----i i X , � i ' i i : . • � � . : • : � . i i � , i-------;�---�----:-�--,�----�----...---•---•----,--�---=---�---:�---� - --._....�.--T- --�-�- ---- --- • ;�-- -;--= - -� -' 2'o of home ; , ; ; • ; ; , : ; --- -:-�---�-- �-,�- ;� • ,---���- , - ;- .-----�-- ;--•-;----,•---��---i �.--�� � � ' � � --�--��- , � , � �--�—� �----G� -�---+---f----�-----��---�----��------•--'--� . . ;..---�----+-----�---��- - � : � i - y ' "'y.""�'_'�" "i' 4 i � I � � � T"".""'�""" ""1."_1""'f'_"'�_"':'"'_" 1 . i i i ; � ; � i i ��---; ; � ; � � : . ; ; ; i --i��i� � � i ; ; i paced at 5 4"oc : � ; : � ; -F.. i � _ _ .._.. _..�....:..........�-...�"'"�_'..:_""�_""_ _ _ _'_� �"'""'�"""""�""'�_""�.....�_...�....}................. ...�"""'�""'"."""j_""'�""'"r"""'T'" ""' "�""'"'"' � � � "'" ".."...�.........}. 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ONLY W A A A A A A A G O .Z1 GUALIPIGD PCRSONN�L SHOULD AT7GMPT TO INSTALL A MANUFACTURCD STRUCTURGDUILDINO. (D "� � IMPROPER PROCEOUREB AND/OR TECHNIQUEB GOULD RESULT IN 9ERIOl16 iNJURY"'OR DEATFI. (� � 9 N � IN ADDITION TO THE OANGER TO PERSONNEI.�IMPROPER BETUP/INSTALLATION COULD REBULT � A A A A A A �A� o�g �m IN EXT�NSIVL'/COSTL7 DAMAOC TO THC DUILDINOI3TIFUGTURL'. N�V6R ATT�MPT INSTALLAT30N �1 Ir YOU ARC NOT GUALIrICD AND/DR DG}JOT'NAVt'�'TIi�`�'PROPCR TOOL5 AND/OR�'CQUIPMGNT � � A A A A A A A GOO N CAUTION. _ m r �0 MANUPACTURGD DUILDINGS/6TRUCTURCb�AN WC10H.SGVCRAL TONS. IT I8 VCRY IMPORTANT g W n THAT ALL P�RSONN�I.�ON THG JO� SITC�D� QUALIr[�D AND PROPGRLY/AD�QUATCLY TIIAINCD. N A A . A �A'. ' iP ,:?� /A �OO Z A 9TATC LICtNS�D SCTUP CONTRACTOR IS RCCUIR�D TO EO RGSPONBIBLC rOR ALL SArBTY Q L� INI7IATNG5,PROORAMS�POLIC7�5,AND/OR PROCCDURGS THAT MAY DG MANDATGD BY 06HA T� 9 w AND/OR ANY OTHGR LOCAL,STATG,AND/OR FGD�RAL CODGS ANO/OR RCWIR�M�NT9. THC N A A A A A A A �O CONTRACTOR SHALL INSURE/RECUIRE THAT 6AFE AND PROPER TECHNI�UE6 ARE UTILIZED. �� - REFER TO SU-01-0020,SU-01-0021,AND OTHER DETAILS IN THE SET-UP Mf�NUAL FOR MAXIMUM HEIGHT (THIS IS NOT DESIGNED, NOR INTENDED,TO BE A STILT FOUNDATION) ,i� " � .I ' THIS BLOCKING DIAGRAM IS PROVIDED F,S A COURTOUSY ONLY.THE L•ICENSED SET-UP � � CONTRACTOR SHALL REVIEW THIS DETAIL A�JD-VERIFY COMPLIANC�.THE�LICENSED SET-UP CONTRACTOR IS RESPONSIBLE AND LIABLE FOR ALL INSTALLATION. � ,. �r � ., , . __ r . , .- , , � i . �. I I .. l:. �r', . � - i , � - � , . __ 1 ' ' . . . 1 � ; � � page 1 • OLIVER TECHNOLOGIES,INC. revision 6/07 � FLORIDA INSTALLATION INSTRUCTIONS FOR THE MODEL 1101"V"SERIES ALL STEEL FOUNDATION SYSTEM MODEL 1101"V"(STEPS 1-15) LONGITUDINAL ONLY.•FOLLOW STEPS 1-9 FOR ADD/NG LATERAL ARM:Follow Steps 10.15 FOR CONCRETE APPLICA770NS: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 GRO ND 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 PIOTE: WHEN INSTALLING THE LONGlTUDINAL 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 CI.ASSIFICATION.IF PROBE TEST READINGS ARE BETWEEN 975&275 A 5 FOOT ANCHOR MllST BE USED.IF PROBE TEST READINGS ARE BETWEEN 276 8�350 A 4 FOOT ANCHOR MAY BE USED.USE GROUND ANCHORS WITH DIAGONAL'P1ES AND SYABILRER PLATES EVERY 5'4".VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH VERTICAL TIE CONNECTION POINTS(PER FLORIDA RECx). 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° .- _ � , - _ - . �1g°- - . - 24 3/4"to 32 1/4" 32" 18" -- : -33"to 41° : �� :_ ., 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 3/4"self-tapping screws in pre-drilled holes. INSTALLATION OF LATERAL TELESCOPING TR�4NS\/ERSE ARM SYSTEM THE MODEL 1101 "V"(LONIGITUDINAL�LATERAL PROTECTION)ELIMINATES THE PIEED FOR MOST STABIL.QER PLATES 8 FRAME TIES. IdOTE:THE USE OF THIS SYSTEM REQUIRES VERTICAL TIES SPACED AT 5'4". FOUR FOOT(4')GROUND ANCHOR MAY BE USED EXCEPT WHERE THE HOME MANUFACTURER SPECIFIES DIFFERENT. ,' 10. Install remaining vertical ti�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 specfications 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� stabilizer plate needs to be located within 18"from of center ground pan. 12.Select the correct square tube brace(H)length for se�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"brace and attach to adjacent 1-beam connector(I )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-taopinq screws in are-drilled holes. OLIVER TECHNOLOGIES, INC. Telephone:931-796�555 1-800-284-7437 Fax:931-796-8811 www.olivertechnologies.com , • page 2 INSTALLATIQ�V USING CONCRETE RUNNER 1 FOOTER revision 6107 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 long'itudinal 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(wetset).simply install the bracket in runner/footer 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 loq6ons,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 or below the top of concrete.Complete by tightening nuts. LA'i'ERAL:(Model 1101 TC"V") 18. Fo�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#tS162300H 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 bofts down by hitting the nut(making sure not to hit the top of threads on bolt),then remove the nut.The sleeve of concrete wedqe bolt needs to be at or below the top 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�R PLATEAND FF�I�11E LOCAl10N (neecis� be bc�ed w�hii 18 nd�esofoe�raFgand pan oroor�he) 3. J� LOCATION OF LONGlTL1DQ�ALBRAC9VG ONLY 4. �=TRANSVERSE&LONGffUDINALLO�Al10NS IZEQUIRED NUMBER AND LOCATION OF MODEL 1101 "V" OR 1101 C "V" B�4CES FOR UP TO 4/12 ROOF PITCH �� ALL WIDTHS; AND LENGTHS UP TO 52' • • • • • • • • � • • � ALL WIDTHS; AND LENGTHS OVER 52'TO 80' • • • • � • • • • � � � � • � • • � • • HOMES WITH 5/12 RQOF FITCH REQUIRE; PER FLORIDAREGULATION$, , -_ _� 6.systems for home lengths up to.52' and 8 systems�for:homes over 52' and up�80'.`�One,stabilize"r plate and frame tie regui�ed�at each lateral-bracing "system. • . � .� r ' �--•----------------�---------------�--------------�--------------'---------------�---------------t--------------�--� � ' � � � I ; , � � il � � `-�---------------*---------------�--------------�--------------�---------------'�---------------�--------------�--1 2016 Jacobsen, 13'4"' x 37' �� Set by Manufacturers Manual 1500 psf . 17" x 22" abs pad (or equivalent), placed 5' on center Longitudinal Stabilization Device with lateral arms , i '�� • 4' Galvanized anchor, placed every 5'4" on center � Installed by Lionel Easler, License # IH1025210 i �