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17-18119
��- , CITY OF ZEPHYRHILLS ,.��� . • 5335-8TH STREET _ • �ss�)�so-ooza 1811 . MOBILE HOME SET-UP PERMIT INFORMATION LOCATION INFORMATION Permi# Number: 18119 . Acidress: 6043 AGATE ST ' Permit Type: MOBILE HOME � ZEPHYRHILLS, FL. Glass of Work: MOBlLE HOME 5ET-UP Township: Range: Baak: Proposed Use: NOT APPL(CABLE Lot(s}: Block: Section: Square Feet: Subdivision: OAKSIDE MHP Est.Va1ue: Parcel Number: 02-26-21-0020-00300-0010 Improv. Cast: 2,400.00 OWNER INFORMATION Date issued: 2109/2Q17 Name: SNQKE JEAN & DEETERICH PATR]CIA Total Fees: 180.00 Address: 2168 WATERSIDE DR (6043 AGATE) Amount Paid: 18Q.00 CLEARWATER, FL 33764-6659 Date Paid: 2/09/2017 �` Phone: Work Desc: REPLACE MOBILE HOME 28 X 48 CONTRACTQR S � APPLiCATtON FEES I EC ONSTRUCTI N S VICES I MQBILE ME ECT CAL D.00 OBILE HOME SET-UP 60.00 FIRST CLASS ELECTftiC INC MOBILE HOME MEGHANICAL 40.d0 M061LE HQME PLUMBING 40.00 HI TECH CONSTRUCTION SERV�CES�N LILLEY AIR CONDITIONING INC � � " � Ins ections Re red M -BILE HOME S -UP MC?BIIE Ht?tvlE EL.ECTRIC MOBILE HOME A/C MfJBILE HOME PLUMBING F1NAL REINSPEC7TON FEES: (c)Wifih respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local governmenfi shatl impose a fee of four times the amounfi of the fee imposed for the initial inspectian ar firs#reinspection,whichever is greater,far each such subsequent reinspection. IVOTiCE: In addition to the requirements of this permit,there may be additiona( restrictians applicable to this property that may be found in the public recards of this caunt}r, and there may be additional permits required from other gavernmentai entities such as wafier management, state agencies or federal agencies The payment of inspection fees shall be made before any further permits will be issued to the person awning same Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordanee with City Codes and Ordinances NO OCCUPANCY BEFURE C.O. CONTRACTO S`� NATURE PERMIT OFFI PERMIT EXPIRES IN 6 MCINTHS WITHUUT APPR4VED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PRt)TECT CARD FRBM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 � • Building Departrnant � • Date Recelved rZ — Phone Contact for Permlttlng � �/ ` — 1 1 1 1 1 1 1 1 I 1 1 i 1 l�, �Q Owner's Name '�1/� �C7��� Owner Phone Number ��.7���T�U��� � Owner's Address �+ l� �+r' Owner Phone Number � Fee Simple Tttleholder Name � � �bOwner Phone Number Fee 5lmple TiUeholder Address JOBADDRESS � fT � LOT# CoO�.J SUBDNISION SIOL� �'V�'�l � PARCELID#O�•�G��'°UUd�/6 ��` ��� (OBTAINED FROM PROPEfiTY TAX NOTICE� WORK PROPOSED e NEW CONSTR e ADDIALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK � FRAME 0 STEEL Q DESCRIPTION OF WORK I� VY�PJ� � � BUILDING SIZE SQ FOOTAGE � HEIGHT �. QBUILDING $ VALUATIONOFTOTALCO ���L�/�� QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ i � ��I � �/ ��� �- � , � � , � "�,I--•�n QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ���"��S�v�YG�+/`� QGAS Q ROOFlNG Q SPECIALTY � OTHER S S�, `. Q t � F I N I S H E D F L O O R E L E V A T I O N S F L O O D Z O N E A R E A �Y E S N O � ��s�C�W BUILDER COMPANY � / � [��'(, �/l.l.� SIGNATURE � REGISTERm Y I N FEE CURRE� Y/N Address 0 U �0� License# �O'�J�J � ELECTRICIAN � �' /I/AI�. /�/iy , COMPANY , S�v`�S C�����+ SIGNATURE «����� ``E v�r REGIS7ERED Y/ N FEE CU n Y/N Address f �• V� License# C.J..�v�� o�-� /U PLUMBER I /� / / � �GMP� I�Y��F�cuaaens Y/� SIGNATURE l..¢✓<<�Q_ Address 0� l License# 1�O�S� � MECHANICAL � COMPANY � SIGNATURE ��ISTER� Y/ N FEE CURREA Y/N Address ��1� �v License# �4J 1 �� OTHER COMPANY SIGNATURE Reeis7EReo Y I N FEE CURREh Y I N Address License# � � � � � � � � � ii � � � � � � � � � � � ii � � � � � o � � i � � � � � � � � i � � � � iiiti � � � � � � � it � i � t � i � i RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permft for new consWctlon, Minimum ten(10)working days after submittal date. Required onsite,ConsWcticn Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Pians plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction. I Minimum ten(10)working days aRer submittal date. Required onsita,Construction Plans,Stortnwater Plans w/Siit Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit far ell new projeds.All commercial requirements must meet compliance II SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW constructlon. Dlrectlons:• Fill out application completely. Owner 8 Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is requlred. (AIC upgradea over$7500) " Agent(for the conVador)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMIT7ING (wpy of cantract required) Reroofs if shingies Sewers Service Upgrades A1C Fences(Plot/SurveylFootage) Driveways-Not over Counter if on public roadways..needs ROW .� _ ' • �. : . � _ • _ r� .�.;,-___ 'ti,.. ,. = - - ;:�,,; :�� _� '�.� �-% :,� �,. ��,,_ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �-�--� �e r� ��5�,�_� ,�I� Date Received: �� Z-(p/ � Site: � �'�- �C� �� � / Permit Type: 2- � '�' � � �'Lj(�!'J • �'2 �`-�i(�'l�t� <�C��r�`�.� �� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be k t w' h the permit and/or plans. i ' i 1 � _�I�� � Kalvin Switzer-- - c iner Date Contractor and/or Homeowner (Required when comments aze present) I� � � HTC HOUSING INC. & ' Ht 1'ECH C4�TSTRUCTTON SERVICE,INC. � P.O.I30X 878 5540 COMMERCiAL Bi.'VD. WINTE�HA►VEN,FL.33882-0878 P�O1VE: �G3-968-0731 FAX: 8�3-968 9462 JANUARY 10, 2017 TO CITY OF ZEPHYRHILLS BUILDING DEPT: I,CARL A.BRYAN OF HTC HOUSING INC.,DO HEREBY GRANT AUTHORIZATION TO THE FOLLOWING AGENTS OF ALL FLORIDA PERMIITTING, INC.TO DO ALL THINGS NECESSARY TO i REGISTER MY LICENSE,SIGN,SUBMIT&PfCK UP PERMITS ON MY BEHALF UNTIL FURTHER NOTICE RAYMOND MARTIN STEVEN BELL DAVID COLLINS THANK YOU, ��.� .�i'�-- CARL A.BRYAN CRC1326532&IH1025137 SIGNED AND ACKNOWLEDGED BEFORE ME THIS 10TH DAY OF JANUARY,2017 , BY CARL A.BRYAN,WHO IS PERSONALLY KNOWN TO ME. ��' KITINA A.BLbt�� Mv comsrntssioN*E�2soz NOTARY SIGNATURE&STAMP/SEAL � �` ��1�'Felxaary25,zot� os r�. /,J.:�•^,��rt�':fq,d'19+ . t � i I s 4 f i i • ! i ! �'�C YK{°� i ; �j'�"�- f � � � � � � � e.,�-c�.�d�z..-� ��F �,,�� C EVIL�'VI/��Y� /1�% � # ' T1'OF�IEPHy� LL�� � ' ; ; �" Fx �te�r�r� �'LAN EJ(AfV11NER - � i i ���x.-s k� � , ; F � � i �3 — . ' � — � � � . � � �� - '- ' t°r •� �+���� � I�- � �i � F��' {�r1� . �i � �lQt'3�� ,. �4LL W� ` �K'gf�Is4L•L ' v ` � ` p��l$YA�;�ODES�iV1PLY�tryFT�{ '�t � � FLORIDq BUrLp�NG CODE, - v � NATIONA�ELECTRIC CODE,qf�p CITY OF ZEPHYF�}�ILLS ORDINANCES k i � � �" � ?�r� �l . ` ,. `� � ________— � � e�3� � ,h�.. �`� [p r _ ___. � , �J�3 ���. t�� � O�-�51�0� ��° > .�___._. - - - - - d_ - - - - - � 1 % � �a 1 � �"� � _ �. f ` �j, � _ 1�.!� . �� �� .�A � rt — -__ ... . . _. ._ . . .. .. . ._. . ���� �.. . . ... . .. . .... ... _. . . ...._ . 1������� �� ,..-�,..�...;,�.. _ � . . �.�,'����� .� ���� �, ! �. .__. ���������i� _ ������ � . _: �� ������2'��+ � '��� ����� ��� ����� -_ � �• ' �. �i � � i * . . _. . � _ � ; _ , � � ���?'F� .�� ,�I���i , .=� . � � �:� i �.���� .. � � � ��� ; .� . . _� ; ��i ���'`�...,sA; ��l�� �I�; . , ; i ��- . � !� , � • ��� � , . „ �.= �I��l��� � ' �I.. __ !i . � ;� �- R ���;� -.. �.� --- i � _ , � l�� :' }� � � � �� � :� � t r. � __� ����€`�:�r �� ��� ';= � i I� _ ' _ 1.�1.�ii�����J' { - � . ; .� : � . ` � r • �1. -- ��!��:1 w��1 .'�� ' �� .��. �. _ ♦, +r t�l��l� � ' ��� � " � �� _ �� ��• s ". . �. ! � ' . I� ����� : . ,:- � ���� �� ��� , � : ,. - � ��G� .x � � . ����:�����■ �_ ._ . :.� ��lil���'� . li� ; , � . - : �#�� - '�°_ I�� ��� _�_ ���:�����#� -- � _. S 1��� r -J_ ��.. _ � � . � , � , - � ° �� � � �� _. • .. ,.��� � ,, � � ����� ��I'�� � � � �I_ _ I� _� : `N �., � f J �f� M � �I�� - i����_�����1� ,: � , �� - ; �1__. � E� . , r � . - � �i�..�� ..��� � � . - - I � ����1� �lsl�i�� .... ;1 ►�� �1 � t( J�''�; ,. 4 1 i � ! 'r .. , . �' r,iLi+l::�l. ' ' �,.. . : �� i i.,. 1 �i���� �� � !�t ! 's� _ , � _ F�: � � .-... . . .-, ... . .. , .. � , �� . • ��II • . +� � . .._ ��-� � .. �-l��9,II�� l��I��. '_ � ' � � � , � • � " .e ' � ' r. ' . ..,�F � X �. , . . ♦ . .. ' e . . � '_ .... ��� f� �� . ���: ... ..,. .. ) �� . ..-...:.. .��,. -. � .. � ,.. . f, . � f.�.. ..r :♦ � :. ;:i. . .�,.. � �-:� � } � if . � ' � . �,,.'�� �� ��i__ ' _ �����^ _, _ }�_` _ j ' .. f' � , f'.� °e ' � .:; ,�� � �+;,� ,. _ �.. �+ ����i� �l�i�r . .. _ ,.l�i�i ._.�. �. - j .�� ������ " � � ! : > �, ,_ �' �# ; � - ` ��i�- �� � � ..� t : ��. ._ .. .,,.. t. . � . , ° �� ., . _ � f .�' . t .I - . '�j�� �j�� . � - . , . , � � .� 1' ' ,. ._.._.,.. ._. I 1"'�' v i .�.� � ,r f��%`� - .� .f :y. {.:�. *r �� J� - .}, i f . `��.t .'' -I y�.., l � i � .� � ��� ' � � � . ♦ ' ''.. . . . .. . .. . . _ . ,.-_ ,..., ...-..—,:....:. ; . PERMIT WORKSHEET Page 1 of 2 . ' Pleav Home [� Used Home � . PERMlT NUMBER Home installed to the Manufacturer's Installation Manu ❑ � CARL A.BRYAN IH1025137 Home is instaited in acco�dance with Rule 15-C (� Instalter Ucense# • JACOBSEN 48Y41'� Single wide (� Wind Zone 11 � Wind Zone UI Q ManuEacturer Length x width TBD Doubte wide � Installation Decal# FEfVIA or Riverine Zone X Minimimum Required Elevatio�, TBD Triple/Quad ❑ Serial# Fioor at or�bnv�Min.Ftequined Eiev�v�iEon � OR Minimur�38"Ri�rs � Address of home 6043 AGATE DRy ZEPHYRHILLS,FL 335_42_ __ PIER SPACIN(3 TABIE FOR USED HOMES Note: Complete dlagram below orsubmlt separate dlagram. Load Footer 16"x 16" 18 tI2"x 18 1/2" 2Q"x Z�" ?.2"x 22" 24"X 24" 2B"x 26" I understand Latera)Arm Systems cannot be used on any home(new or used bearing size �258� (342) (400) (484)° (576)• (67s) where the sidewail tie spacing exceeds 5 ft 4 in � capaGly (sq in) s Typical pie�spacing I�sbllers ini�ats s i.ate�al S 2' 5' Show locations of Longitudinal end Lateraf System S (Use dadc lines to show these locafions) M� Longftudinal 3500 psi 8' 8' 8' 6' 8' 8' • lnterpolabed from Rule 15C-1 pler apecing fatrle. DOOR PIER PAD SiZES POPt1LAR PAD SlZES 1-beam pier pac!size 17.5 x 25.5 Pad Size Sq(n 16 x 16 256 OLIVER TECH SYSTEM Perimeter pier pad size 16 x 16 1s x 18 288 x Other pf�r pad sizss 17.5 x 25.5 x , (required by�tie mfg.) 17 x 22 374 3775# 3775# 131/4,x 261/4 348 ; ; :�j �j� ; • ; : � � � Draw the approximate locations of marriage 171l2 x 221/2 394 -j��� ---- �u-� :LJ_� -------•- :�; -�-- •..�+_--------- -��,��-----•--���^ :�; ; � v�all npenings 4 fiot or greater, Use this 20 x 20 400 =�� s bo!to show the piers. 17 3/16 x 25 3176 441 Ym 24 x 24 57fi Ust all marriage wali.openfngs greater then 4 foot 26 x 26 676 mortl�po wall plon wllhln 7 otantl o1 homo p b+sc a�d thelr pier pad sizes below. ANCHORS Opening �ler pa�(,�j,ze �,2 17.5 X 25.5 4ft � 5ft � i, �..��.. �..._ FRAME TIES 1 X TIEOOWN COMPONENTS • withln 2'of end of home x spaced at 5'4"oc � Long7tutNna!Stablllziog Devfce(LSD) Manufacturer Madel# Other Ties'� Number Longltudlnal Stabfllzing Devlce w/LaMral prms �larriage wail 2 Sidewall �7 Manufacturer OLIVER TECH Modet# 1101-V SYSTEMS Shearwall 4 Longitudinal 4 PERMIT WORKSHEET page 2 of 2 � . • PERMIT NUMBER te repara on � Debris and organic material removed YES The-pocket peneirometer tests are rounded down to psf Water drafnage: Natural Swale Pad x Other . ar check here to declare 1000 Ib.soil x without testing. ' x x ��� FasteNng►r�n wi e anits Floor: Type Fast�ner:��S Length: .5�� Spacing: �a" Walls: Type Fastener:NAI�s Length:4; Spac(ng: 8" „ PQ�lCET PE�lE�'!�Ql�lETE�t T�STl�lC3 METliOD Ro�f. Type Fastensr. LAGS Length: 6� Spacing: 18 F�r us�r3 hema� a min. 30 gauge,8"wid�, ga9var�i�ed r�24�;srrip 9. 'fest the perimeter of the home at 6 locations. will be centered over the peak of the roof and fastened with galv. roofing naits at 2"on cerrter on both sldes of the cen4erline. 2. Take the reading at the depth of the footer. _ t386 et�woathoiprooflngraqulramo� 3. Using 5pO lb.increments,take the.towest reading and rourid down!o that increment. !understand a proparty fnstaqed gasket is a requirerr�ent of all new and used homes and that condensation, mold, meldew and buckled marriage walis are a resuft of a poody installed or no gasket being installed. I.understand a sirip X X X,�, of tape will not serve as a gasket. �nsP�lier's Initlals Type gaskat CFC sEA� Instailed: The results of the torque proba test is N�A inch pounds or check Pg. 24 Between Floors Yes here if you are declaring 5'anchors without testing . A test FACTORY INSTALLED Between Walls Yes showing 275 inch pounds or less wrll require 5 foot anchors. Bottom of ridgebeam Yss Note: A state approved laterai arm system is being used and 4 ft. anchors are.allowed at the sidewall locations. 1 understand 5 ft es rproo ng anchors are required at all centeriine tie points where the torque test 49 r�eding 3s 275 or iess�nd wh$re kh�mobile home manui�cturer may The battomboard witl be repaired and/or taped. Yes . �g. requires anchors with�000 ib hotding capacity. Sidfng on units is instailed to manuiacturer's speci�catlons. Yes ,,,�,� InstaBer's initiats Firepiace chimney instatled so as not to ellow Intrusion of rain water. Yes ALL'J'�ST�MUS'T�1�P�Rf�ftM�b 8Y A L1G�4�gIE�l�1STe4LLEla Mlsce9!aneous insta)ler Name CARL A.BRYAN Skirting to be installed. Y�s No Dryer vent instailed outsida of skirting. Yes N/A Date Tested Range downflow va�t installad outside of skirting. Yes N/A Draln lines supported at 4 foot intervais. Yes Electrical crossovers protected. Yes - Other: Electrlcaf - - -- - Connect elecNical conductors between muiti-wide units, but not to the main power source. Thls incl�edes the bonding wire hehbeen mult wlde units. Pg. 35-37 0nstatler verlfies ali information given with this permit worksheet _ P um ng ts accurate a�d t�ue based on the Connect all sewar drains to an exisdng sewer tap or septic tantc. Pg. 4o manufacturer's instaiaation instructiotts and or Rule 1'SC-�! &2 Connect all potable water supply pipin�to an existing water meter,wafer tap,or other InstaUer Signata�re _�.c.,.,.r ,J� ��— Oa4e �'Q''� lndep�ndent w�ter supply systems. Pg. 39-40 &C9 V - " � ' A � .r, � . � - _ ,�s - 1,��, ��°� � . : � � • . � � � . � � _ $ _ _ � .��-��,. . � �$ � � � � � - . ....� � -� � � _� . ---��. . �,�- � � �"�.� ���� � . � � �r � ��� . �y�� � �� �_._ .__ � _ r .._-�s��..._ _� —_ -. —��---'.`� - � � , L�....� �� LL�. �� r-�...� -_ - i � . . ,� � j a.,.L.Li.�..LL �Bo�►1!s �-. ; I...E,...�.1_E_.L L � L _LRct�. 9... 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The ground under the pads should be teveled as smooth as possible with all vegetation removed. Pads to be placed on fuily compacted or undisturbed soil, at or below the frost-line or otherwise protected from the effects of frost.Refer to NCSBCSlANSI�A225.1 3. Pier&pad spacing will be determined by the manufactured homes'written set-up instructions or any local or state codes. 4. The open celis between the ribbing on the upper side of the pads may be filled with soil or sand after installation to prevent any accuinulaUon of stagnant water in the pads. 5. A�vckel peneUoinetei rnay be used lo deteirnine lhe aclual soii beariny value. If no soil lesGny eyuiprnenl is avdilable-use an a5surneci soil valu�of 1000 Ibs./square foot. 6. AI�pad sizes shown are nominal dimensions and may vary up to 1/8". 7. The maximum deflection in a single pad is 5/8°measured from the highest point to the lowest point of the top face. (IVOTE: Actual test results were less than 5/8") 8. Pad loads are the same when using single stack or double stack blocks. 9. The maximum load at any intermediate soil value may be determined as the avera�e of the next lower and next higher soil value given in the fable below. 10. If the home manufacturer shows soil densities greater than 3000 Ibs.When using ABS pads,do not exceed 30Q0 Ibs. soil pier spacings per set up rnanuaf. PAD SIZE ID NO. PAD AREA 1000 PSF SOIL 2000 PSF SOIL 3000 PSF SOIL Oval 16"x 18.5" , 1055�-23/A{T-06-90Q0 288 sq. in. 2000 Ibs. 4000 ibs. 6000 Ibs_ Oval 17°x 22" 1055-96/AIT-06-1001 360 s . in. 250D Ibs. 5000(bs. 7500 Ibs. Oval 17.5�x 22.5° � 1055-21 384 s .in. 2667 Ibs. 8000 Ibs. 8000 Ibs. Oval_i 7.5"x 25.5° 1055-17/AtT-06-1002 432 s .in. 30Q0 Ibs. 6000(bs. 9000 Ibs. ` Oval 21"x 29�' 1055-22/AIT-06-1003 576 sq. in. 4000 Ibs. 8000 Ibs.* 12000 Ibs." Oval 23.25"x 31.25" 105�-20/AlT-06-1004 675 sq.in. 469�Ibs. 9388 lbs.* 9388 Ibs.'' PAD SIZE (D N0. FAD AREA 1000 PSF SOIL 2000 PSF SOIL 3000 PSF SOIL Square 16n x 16" � 1055-14/AIT-06-1005 256 sq. in. 1785 Ibs. 3560 Ibs. 5333 Ibs. S uare 18.5"x 18.5v 1055-9/AIT-06-f006 342 sq.in. 2375 lbs. 4750{bs. 7100 Ibs.* S uare 20"x 20° 1055-71AIT-06-1007 400 s .in. 2750 Ibs. 550�(bs. 8250 Ibs. ` Squafe 24"x 24n 1055-13/AIT-06-1008 576 s , in. 4000 Ibs. 8000 ibs.'` 8000 lbs.* *Coracrete blocks are required to be double blocked. 11. Any ABS pad configuration may be used to replace a home manufacturer's recommended concrete orwood base pad. 12. ALABAMA ONLY:The 2325"x 31.25" ID#1055-20 may not be installed in the State ofAlabama. For the State ofAlabama all ABS pads shall not have more than 318"deflection. See�chart below for details on correct installation in Alabama. EXAMPLE: 16'x 80'sectior�(Alabama only) PAD SIZE 1000 PSF 2000 PSF Oval 1 B"x 18.5° 2�9°� 5's" Oval 17°x 22" 3�0�� s�o�� ��i:r Oval 17.5°x 22.5° 3'9" 7's" - ����1 - -�=- _.;,a`; - - Oval 17.5°x 25.5° 4'0" 8��" - ::�. ,.=;;':.:�. Oval 21°x 29°� ,-,� � „ - =.F -��,:,s.�_4;� 45 8 0 ;�'� '�4_; '4,���.;.A� n n ,�..,.. __,�'�riF;.a-}'��(�:'i71r"`�+`>;�;#+i.' Ov�l 23.25 x 31.25 s�o" - s�o,. 'i;;:`.. -..`F;_:�.:.:_;�t;����.�.�,s.�, Fc' � d:-Y'r 3�'.h=_e�i�� F , . ;�,;;'>;.:�,,�;,.�j�=�,:, . -�;•�'�: �;u,I.,. ;::_=�-�;;r�i•..s:. t �:,..�.`�, ,:•:.r'r;:';� .��..,. ��3. �` . -•��"��,.�';vr�'�'.-a.�y ��;`;.,;` ...f��;;;::v..�;_,�5.-:)',, �t'��3'd,;':59�'c�::�n'.�<a°�':��"•�"n.��s :;•.;�.�«�%�4,.s,��`F`� �' z�.�;r�a'�r�s�.�.. '�.3,�`'�. , ;�," �.i� � Revised04.29.11 Poge T/2 ' . � ' .;�`> na:.. ..; «�..,-.-s�r:ra±^y��rAr-� _,._Lr.�:•1,�„�^.�s-._..... ,T-S'�-�,;_.-,-+•,; -`r;'7;�- �' ��=. :L. M''`�'m ,..t�a" . ' �Sr`, 'n�`2.�f�. i.. � :�!.3,. .4�'j;�, dti?"� - r,1R;, ;R�7G'4>� - -=,E':}`% �s. �.�.:t..�.r ':°?:.,i��;:.:,:'{r-�°'o�. �+, ;'`•a. -v`�. 4;�,.1;''e. :.t;'-�?n�:.r�r�!•w,qrr M'��Y:F'�:_- :��r..�2'�'M1t, .'.:�>� ..t'.',:Y - _' -,r�,_ N:3'-" - .7i7�: - ".i`�` �fi;.�. �.:" r'��..;. �_`v��- _ -�W';;y':�c^:';f: x'•"E�a..c"»=""sC �:.��i';,i ;=:(:����ij��a. ';>[ F tl�.� ,�;:;� � ,�r�.a- _ C V`t �• -_ �.'r.a}':� - _'il�•�. - .S.�r"�. �: iC�'+' - i.f:� c3`.� ^l�.iT _ _ _ _ -^'ff���:.-:-`.:.iY. NFi ,� �' F =�;:j" �F?. �;v::,;=�`;. '�:g t>'.I':�:, � 1 ;.�`� �, .-�s�r,..=;�r, G�;;�v;;.ir„�.'' .�:=::".�•:r: _ a . .. ` :� � `` � �� :.a��s.n ``''�''�'�� ` '� �y� - - - ,�� a..�;�'ly:i. �}��f;�Na lro�R;�w'�d�r rf[�:f r tii,S��`,'�i,tr.r'"�d,.,''�is,,�:�w,�7���:'r"�„�.y``;:�U;:c _ �I - �j"' �� •"s-"s S_.r.'J:,-fii E.�!`Sit y3 �.��s`x 7 �;� -= k'� ,s' �.f;.`.�`��+°6--�'•t, �t�. K..�f`.±-,Ya'4..,-,4��.-.c pc*`.' .l�w �y �h,�r..Z...yrf:s"..� ���.--.-;� ::.s- _ �;aL� �^�h C.:���i: _ ' .:�.'�'"� k;s;" '?':. .' _ Kq�'0:..�'s.. +�a.ti:i:_�'Sa'��fiA'�..r��ifitti...1:��.`-�."iY'c'YF'u`�5.��.."T.,a..,..�„�.......�.:iL'va...f.u�'r.N..':�S+i'�:.':'::.,.-':��� .. 467 Swan Ave • Hohenwald,TN 38462 • (800) 284-7437 • www.olivertechnologies.com • Fax (931) 796-8811"'�'`` ` ' ;��r "13. TEXAS ONLY: 17.5"x 22.5"ID k1055-21 and 23.25"x 31.25"ID r1055-20 may not be instatled in the State of Texas. 14. Stesf Piers: All eads are tested wiEh sleel �iers on 1000 PSF soil density unless olherwise noced. (See 15) If recuired,aclacl�with(04)2"#12 x'k"hex [ech screws. �Vlinimum Pier Base 7�/a inches. The Mulit-Pad configuration 35"x 25.5"ID�AIT-O6-1002 (03)recuires minimum 9�/<"�ier base. '15. Availabie �ads tes[ed on 2000 PSF soil densiry using steel �iers are: ID�f1055-'14,1055-9,1055-7 and 1055-'13. � 1_6. CALfFORNiA: Use an assumed value of 10001b/sc.ft.unless engineering and calculations are �rovided. INSTRUCFIONS for Muiit-Pad Configurations MAXIMUM PIER LOAD IN POUNDS: 'I Soil Bearing Maximum ABS Pad Tyies 8"Cell Blocic Value Load Oval 16"x 18.5'Pad 2.00 S uare Feet ID n 1055-23/AIT-06-1Q00 32'x 18.5" Sin le Stack 7000 Ibs./ .ft. 400�Ibs. Oval 32'x 18.5'Pad Configuration(03) 4.00 Square Feet Pad Configuration nrnd�a Starlc I 900(1 IhS./. .fl. R000 Iha.� Oval 17'x 22'Pad 2.50 S uare Feet ID; 1055-16-AIT•06-1001 3q^x 22" Sin le Stack 10001bs./sq.ft. 500�Ibs. Oval 34'x 22'Pad Confi uration 03 5.00 S uare Feet Pa�J Cortfiguration Double Stack 2000 It�s./ .ft. 10000 Ibs. Ovai 17.5'x 25.5"Pad 3.00 S uare Feet ID R 1055•171AIT-06•1002 35"25.5' Sin le St�ick 1�00 Ibs.I .ft. 6000 Ibs. Ovai 35"r.25.5' Pad Configuration(03) 6.00 Square Feet Pad Configurarion Double Stack 2000 Ibs.I .h. 120a�Ibs.�E "Concrete blocks are only rated at 8Q00 pounds, 8001 pounds and higher must be double stacked. I�A� JASSEMBLY �� �:,..� j �:;:; - _ , ". - ����i=.�4� � _ '_ , �. . ' �.'y Y�� ~_ic`�'- _ " `:4`. _ .�.�7:^�;��. � . y�,?J k'�t'::t�t';:':':r':i ' ��' �_��; - _ - r���� � ;�:: - I �:� -_ - - ��.. ���:Y _ . _ ��. - - . - . :r�.. . �. ;�.. ! :. _ - { $ �� a�p,� ,:z, �• ���< . 1::: _ _ �_ . �� .1�' :�� ��y:, �'�: �' !�' :"",�:�d�`'` ,.�., t x`3_ �. - :1 - - ' �; .f�. .'� _ " ' (/"• _ ' Y� (.'� „�.� .��,.;, �w�`"ti+. .1 ! -'t£ ` � t y�';- - �Al�N� - ,.1. ..�t.*. �1 f'�,04{� r- �^k�: i'�'•. :.�..�w:f;: "3�- o. -Mao-..=�'� - ..�'' ,c �� - ";r:.;'i `�.. '-�.. :.»� '�"S.'�_ .%� ' ;[�4.��`.. ��_ :;;iffi�`. ��'� .t,:rv'3`x t.- `�,� - �� �,,� � i '�.` . ��.: :�' ,�n ��y,; ;:iM.�C��:a � 4�. � t _ _ - ':�,:;, _ n�„4�" �� I"iti':::'��:��;,',+���''���� '��> F:� '`� - ,�e.''�� �� - 1� � - `'.r..�`•'�`1 p�, ' - -fe> �.�n~ J�:� E.;?~ � x3''; ;"ci= 7 �.x�:(:.-,. , - "�°���' �r's � ~_ � �� ';ia";.;�, ''! �� � ^�i - .�1,.��.'; i :,:u,. ;,�:� '��`., n� 4��;,� =� �,;: �'� g::.� �w. �,. ..��� ;,-`-if[i�..._ _ �, ,� l�:V >' ?'� - ,r.:. �.�, �:::_.. _�, .�,,�. _ , _.��' - - . . y'3=.":j � '.. ,�' �p:..� f; A..>S.-': ,:� ^'E.�^ �'+1. :F.:c.,%:= a+'.r ' ':'i�.'�I�iI ,'+. ��,-i:�: _ !� �y ..c�.,':-�7r k;, ', �'i�5'i�; - �>`i'' - - �":n4. .,g�. p - ' '� �4fi ��di I �'�ir;3 p� _ �.`:,! .. .�,,. _ stx:�•' :tig'=� �. �i. ��' �:, '� A� ,M• =��`•� " �'� - e"2._�,^.�i >�.�. �.t�...��, �t,iwv ::�h0. � C:.+ �S'.-� '_ � _s, � _.'.>. y� '' ' �-'' 2 - -_' - � ..4,: - " j•?. _ " fi"," �� y ' _ _ ``E5, , , �� -.?t:'���t�''�"�:;-�+�� �:.c ,,"y': .:z,.`.t' ' I - •e„ ,a:,.?:t��` .� .�4-.: �tY' '. �;�L: ' w`' ��', eu��' �.ti " " � t. `"'J'.:,,s ��rY. '{i `�• � �`2r p'm ' i,'�ii.' ' � �3F� �`:;�:::n � �� �I A �:r..,�: .,�-s �� *� r,,,� �;�:,�',..�� 'S:u.. ) ='d'"�'�i- :�>;;. � N�ia 4 _� - �'�'Y. '=.�'a;:�^.�,y,`�;�,r�<��'.���� �.F' _^K:r� �. _ � ti": � �'�/;��� '•"x. "_%S,�i,.•4 ' +.j �y , - s,i:. �:s:i°�.a��= ,k.,- t. �=f'� ;'i.i.,' ':�i`"'^� 'r-` - q:.i'e"::: '":$�ij:' '1.�i-':i° 1_ - '����:. 'Ph. - _ '�'V` :?. . ,!�'.�.."si�;ti�.'r..�,;Z._ - :�-:`�. �-�si_s: :.�T ,�r��������5.- p .�S..i:? �� .k.:'f.i�.. - '',sk, )'3�C ;!�ih'. .,�., `:it �L-, " .�� _,�,Y' ��: r�d, ,� :y�� - Y€`:�3�v �;�,'y._� :_l`"i'.='. v_�l 1 s ,��;n��^. �:-I�� �� z .��:�,�-- - r-;� �,� ..,. t.� �:}....-;. �:.., .<<�' ��su r-��. "s.�.;,�.::s,��=:s;; _ ., h - - �;t.. .5:" .f'`,'i?. .G;_., :4.. �,^ .:fy� �:y:?. i,E;r"`§^.'sI-'.,- '�.r. .a-� R -.v. ;$5,< t.. ::ic':;:TM;"�:�.;. - '���._ - i�, c.r..r�,.v.': ...`� t>.:;.�E�.s��:.r__.._. ' v, ..J`, ....�J� - _ `",'J�s'-�F��� - �Vy ;�v Y.�'.�:.A'.:? ,. 2.. ,. 3 - �+�.i...4 <...:'Sti'..�.:a::al..✓...�. af. �. . .���: �j�. - �<::..�� �. .t..Y._.^._a•..+a_�-.t..i:L�....`'Y3 �i,Va+.._.:w2e:.••�.�5°:.i.._. .,....'-`:(':.`'......�.u'......�2�c�_._v:.__..:.-... SrTio�u e z��octcXs�de�y s aeg or s�oad STEP 2 - (�} 1,7" x 22" ABS PADS STEP 3 - Com�.lete Assemt�fy rateQ at more!han 1,000�bs�sc tooq (34 X 22 Corofiguration� 34 X 22 N�u lti-@ad Cor�figuration 1. General inswctions(on reverse)aeely to ali multi-ead configurations. 2. The 32"x 18.5" �ad configuraGon is formed by using(3)16"x 18.5"ABS Pads. Piace(2)i 6"x 18.5'side by side,and alace(1)16"x 18.5"on toe,laid in the o�nosite direcEion to the bottom Eads. 3. The 94"x 22" aad configuration is formed by using(3)'17"x 22`ABS Pads. Place(2)'17"x 22"Eads side by sitle,and(1)17"x 22" ead on toe. The[oe ead is laid in lhe oaiosite direction to the bottom aads. 4. The 35"x 25.5' ead configuration is formed by using(3)17.5"x 25.5"ABS Pads. Place(2)17.5"x 25.5"iads side by side,and(1)17.5°x 25.5"ead on to�. The toe �ad is laid in the o��osite direction to the bottom�ads. Revised 04.29.11 Page 2/2 � � : � OLIVER T�Cl�NOLOC��ES, INC. � 1NST,�LLATIQN INSTRUCTIOI�S F4R �L�RID�► INN�t)DEL 110'� "V" SERIE� /.'►L�L STEE� FOUND,ATICaN SYSTENi PA�I & CONCRETE (revusion C/�7� PATENT#6634150&OTHER PATENT PENDING Florida approved 4'ground '✓y ,�.,.K„v,,._,,,,, page 3 , anchors may be used in all //��� _ � re��isiori 6107 locations except where �,y��,- I home manufacturers speci- / �;� �`'"� """�''---.''�''"'_ f fiptions for sidewall straps / /��` i 'I I;-. I a re i n ex cess of 4,0 00 1�. �I- Transverse arm 1-beam ;� i;���j;��i}i�_4i,�:;J These locations require a 5' connector � -�` t��1�-�i anchoc Fer Florida Code. /� � �H� Transverse artn \� Top(125') � bottom(1.5'1 C =GROUND PAN � � � � �� ��,� � D =GROUND PAN CONNECTOR / D-Ground F-�v'brace I-beam� U BRACKETS TRA,NSVERSE � / Pan , connectors E =TELESCOPING V BRACE transverse � ��� �Y/ ! TUBE ASSEMBLY W/1.5 BOT j COM2C�0�5 _ ,I_Qrromri Pan S� TOM TUBE AND 1.25 Tl1BE � v eradcet INSERT / F="V" BRACE I-BEAi�I CONNEC- � TORS ASSEMBLY E-yr 6�ace ru � H =TELESCOPING TP�ANSVERSE Top(1.25^) ARM ASSEMBLY Bottom (1.5� I =TRANSVERSE ARM I-BEAM Ground Pan C�NNECTOR i� J=V PAN BRACKET � Model # 110�i "V" - eam a amp � Akc�noto Hoio for (1)PerAssembly s Longitude dry Narcower Beam Flange ' 6 concre'te bracket _ part# 1101 D-CPCA ;_< <.-^, _ � �' �' `' �,;'�'�i'�� ' ���i Gr�xle 5-912'x 7" ��S} �� f � Camage Bolt 8 Nut s� , � , � :��, Wet bracket part# "�� �.. ��;�� � "' _ --� 11 Q 1 W-C:PCA not i _ c�de,-va"x a va" Modcl 1101 CVD � SF10W Il Y'�=r� Carriage Bolt 8 Nut � �•�.,,..� � '`"�` "~�--�-.:::�_ ' I-BEAM COIdNECTOR BRP.CKET Model 1101 CVW not shown €Florida approved 4'ground """'^^°'-' C=CONCRETE FOOTER/RUNNER :anchors may be used in a� W D=CONCREfE U BF�ACKEf TRANSVERSE ;locations except�vhere home r'--'•1 �� E manufar.turarc c�rr.firatinnc �j I ; �, � CONNECTOR(connects with grade 5-1/2'X 2 cfor sidewau straps are in � �� �-• % _1:-• 1/2"'Ca(iiage bOlt&Ilut) Eexcessof4,0001bs.These -�- Transversearml-beam ;� I�Iif�tih�iU! :-=tl�'� :locatio�s require a 5'artchoc connector `� � --�';� `� E =TELESCOPING V BRACE ;Per Florida Code. '� �H� Transverse arm TIJBE ASSEMBLY W/ 1.5 B�T �-- Top{1.25�� TOM TUBE AND 1.25 TUBE bottom(1.5') � INSERT F="V" BRACE I-BEAM CONNECTOR ASSEA4BLY D-Concrete � �.� ��;-�i 6race I-beam^ (eonnects with grade 5- 1/2"x 4"carriage bolt / !� U bracket �� bonnectws � &flUt� transverse �Y/ fi H =TELESCOPING TRANSVERSE ARM � connectors , J-Concrete � ASSEMBLY �� `V'Bracket � _�'RqNSVERSE ARM I-BEAM CONNECTOR � (connects with grade 5-1/2"x 2 1/2�'carriage boft '• &nut) E-"V'Brace Tu � J=CONCRETE"V" BRACKEi(connects with i� /, Top('1.25") soaom (�.5') grade 5-1/2'x 4"carriage bolt&nut) � -Conaete i Footer/Runner �// ' Model # 1101 C "V„ � ; OLfVER TECHNOLOGIES, INC. Telephone:931-796-4555 �-$��-2�-7437 Fax:93'1-796-8811 www.olivertechnotogies.com J � ' paee I . • OLIVER TECHNOLOGIES,INC. revirion 6;07 FLORIDA INSTALLATION INSTRUCTIONS FOR THE b�lODEL 11�1 "V"SFRIES,4LL TEEL FOLiNDATION SYSTEM MO�EL 1101"V"(S7EPS 1-15) LONGITUDINAL ONLY:FOLLOW STEPS 1-9 FOR ADDIAIG�ATERAL ARM:Follow Steps 10-15 FOR COMCRETE APPLICATlONS:Follow Steps 1&19 ENGINEERS STAMP ENGINEERS STAtviP 'i. SPECIAL CIRCUMSTAMCES: If the following conditions occur- STOP! Contact Oliver Technologies 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 �{VSTAL�ATION OF GROURlD P,4N 2. Remove weeds and debris in an approximate two foot square to expose firm soil for each ground pan (C) . �i 3. Place ground pan (C)directly below chassis I-beam . Press or drive.pan firmly into soil until flush with or 6elow soil. � SPECb4L NOTE: The longitudinal °V" brace system serves as a pier under the home and should be loaded as any ' other piec 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 remo�de jacks. ItdSTALLATION O� �ONGITIIDIt�fAL"V" i3F�ACE SYSTEM NOTE: WHEN INSTALLING THE LONGITUDINAL SYSTEM�,�y, A MINIMUM OF 2 SYSTEMS PER FLOOR SECTION IS REQUIRED.SOIL TEST PROBE SHOULD BE USED TO DETERMIPIE CORRECT TYPE OF ANCHOR PER SOIL CL4SSIFICAT{ON.IF PROBE TEST READINGS ARE BETWEEN 175 2i 275 A 5 FOOT ANCHOR MUST BE USED.IF PROBE TEST READINGS ARE BETWEEPI 276�350 A 4 FOOT AIYCHOR MAY BE USED.USC GROU�ID ANCHQRS WITH DIAGOIVAL 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�s the bottom part of fhe longifudinal 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" 24 314" to 32 1/4" 32" 18" 33"to 41" 4�" 18� 40" to 48" 54" 18n � 5_ Ins#alt (2)of the 1.50"square tubes(E {18"tube} )into the"U" bracket(J), insert carriage bolt and leaue 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" pattern of the squaro tubes toosely 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 screw�s in pre-drilled holes. INSTA�LLATION OF LATERAL TELESG�PIhG TRA�'SVERSE ARti".SYSTEN; THE IVIODEL 1101 "V"(LONGITUDINAL�LATERAL PROTECTION)ELIMINATES THE NEED FOR MOST STABILIZEId PLATES 8�FRAME T1ES. NQTE:THE USE OF THIS SY�TEM REQUIRES VERTICAL TIES SPACED AT 5'4". FOL1R F�4T(d')GR071h1p ANCHOR MAY 6E USE�EXCFPT WHERE THE HOME MANLIFACTURER SPECEFIES OIFFERENT. 10. Install remaining vertical tie-down straps and 4'ground anchors per home manufacturer's instructions. PloTE: Centerline anchors to be sized accordin�to soil torque conditio�.Any manufacturer's specifications for sidewall anchor loads in excess of 4,006 Ibs. require a�'anchor per Florida Code. 11. NorE: 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 lacated 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 lenqths 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 7.50 transverse brace (H)to the ground pan connector(D)with balt and nut. 14. Slide 125"transverse brace into the 1.50"brace and attach to adjacent I-beam connector( I )with bo�t and nut. 15. Secure 1.50" transverse arm to 125° transverse ami usina (our(4) 1/4"- 14 x 3/4"self-tao�inq screws in ore-drilfed holes . , h OLNER TECliNOL�GIES, tNC. Telephone:931-736�555 9-800-284-743� Fax:93'I-7f16-88'f i www.oliverlech nologies.com � . , , p��e, iA1��T�19y�1,�5,'j'�Q,� t1SFh1G GONGRE��R INN (FOdT�R rev"ssion 6107 16. A concrete runner,footer or sCab may be used in place of the steel ground pan. aj The concrete shaEi be minimum 2500 psi m'sx b) A concrete runner may be either iongifudinai or transverse,and must tae a minimum of 8'dsep with a minimum width ot 16 inches lorugitudinally or 18 inches transverse ta allow proper @istance between the concreke bolk and the edge af the cancrete(see belaw). c) Fc�ters must have mir�imurn sutiace area o#441 sq.in.{i.e.21"square),and rraust be a minimum of 8"deep. d) (fi a fuil slab is used,the depth must be a 4"minimum at system bracket toca6on, aii other specifications must be per loca(jurisdiction. S�ecial inspection of the system bracket installation is not required.. Footers must allow for at least 4"from the aancre#e bolt to the edge of the concrete, NOTE;1'he bottom of all footings,pads,slabs and runners must be per local jurisdiction. LONGITUDINAL: {(Ulode! 1101 1�C"V") 17. SLVhPn ���„i�,g Part#t 3�,��-tnt- ,�t'A�;y _t�ptt. simply ins#al!�he bracket in runnerlfooter pR wt,en instailin9 in�e�red�nnr_�.tP ua_ Part� �_(LD_,,,rPCA(�LysPtl.The 1101 (dryset)CA bracket is at#ached to the concrete using(2)5/8"X3°concrete wedge bofts(Simpson part.# S162�OOH 5/8"X 3"or Powe�equivalent).Place#he CA bracket in desired location. Mark bolt hale locatians,then using a 5/8"dameter masonry bit,dr'sSl a hole to a minimum depth af 3�. Make sure a!i dust and cancrete is blc�wn out of the hales.Place wedge bol#s in#o drilied holes, then pface 1101 (dry set)CA bracket onto wedge bolts and starE wedge bolt nuts. Take a hammer and lightty drive the wedge bofts down by hitting#he nut(makin9 sure nof to hit the toP of threads r�n bo{t}.fh _Gi.Pv�of c:an.�_rs�e w .cige bolt nPecis tc�t�p�,or bginw th�tcao �#concr�t.e. Compiete by tigh#ening nuts. LATEl2A�L: (Niodel 9101 TC "V"j 18. For wet set{part#'E101 W-TAGA)instalEatiqrt simp}y instalf fhe anchor boEt into rur�nerifooter. For dry set instal(ation{part#'t101-D-TACA} rnarl< bolt hote locations, then using a 5B°diam_masonr}� bit, drill a hote to a minimum depth of 3". Make sure all dust and cpncrete is blown aut of the ho(e. Place wedge bofts(5impson part#5162300H 5/8'X 3"ar PaNers equivalent)into (D)conc;rete dry transverse connector and inta dri!(ed hole. tf needed,take a hamrrzer and lightly drive the we�ige bolts down by hitting ihe nut(mak`sng sure not to hit the top of threads on balt}, then remove the nut.IL1A s�eeue of fi�n .�rPta Snredge hoit nc�dc to he at nr belowr thP t� o� f c��ret.. 19.1Nhen usinfl part#1101 CVW(v,retset)or 19111 CVD (dryset),install per steps 17 3�1$. Notes: 1. LENGTH QF HQU�E IS THE ACTUAL BQX SlZE 2. � =STAB#L�PLATEAND FRAMEl1E LOCA"(lON (needsto be b�w�n 18�of oe�t�'o#�rot�d p�t c�-��e) 3. � LOCA`ilOi�i UF LCt�iG1TUC�..BRACING C31�Y 4. �_�RF�NS'VERSE&LONGlTUD(NAL LQCAZIONS ,�tEQI�lRECA ��.�R�L?.�Z�eA?.�,C�N GF MOQ,��„ 1�01 "V" C?R 1�C1� " " BRA„�F� F(�j t tp T� 4j12 OCiF PlT�H �� ALL.UVIDTHS;AND LENGTHS UP TO 52' � �► � � f ♦ � �l � @ q i1 A�L WIDTHS; Af�1D LENGTHS GVE� 5�'Tt� 80' � � li • � �' i� � � � � t� � rM • � � p � �1 HQ11r'IES WITH 5l1��R�QF Pl�'CH REQUIRE; PER F�gRIDA.REGUI:ATICGNS 6 systems for hame lengths up to 52' and 8 syst�ms far hom�es over 52' and up 80'. 4ne stabili�er plat� and €rame tre req�ired at each lateral bracing sysfem. �� ��'...��+.... �� �'��T:CA3. YINY� S1tIRTIN� � eb�pc'�nettt� � ir�s���la�tf on � . • �---- WALL ' TOP FRONT"�'^"'�-•... . Snaps lnto top back to hide screws�nd panel cuts �.-�....-... TOP�AGK . FLOOR ,.�.. Attach�G witl�3/4"acrews 16°apart VEN�'ED PANEL 3.9 inc�s per faot ot venti�a�on d—�BLOCK SU�P'ORT , securec�to top back and boftom r3t!with 3/4°screws 16"o% ' � GROUND�301L������,�s�x��� BO'�'f'OM TRAC • groun w 7"galvanized nail 19"o!c If sandy soit, then attacfi to ground 8.5p o/c *ALL PANELS AIRE ACCESSI�LE Bl'�2EMOVING TOP FRiD�VT ANf�PULLING UP ON PABVEL � J � � � ` � � � � i � ~� .� � �' � ���` ' ' �� � � � !/inyl skirti �g instail�tion Here's everything you'll naed to add that finishing touch to any foundation.ABTCO�nyl Skirting is engineered to fit t�cether precisely,for a professional inst�lation every time. Instailation is quick and easy Before you begin your ski�ing installation,you wiil need to gather a few household toots: Hammer,�halk line,tape msasure,tin snips or aviation snips,and plumb bob. .. :-;'�-,:: `:��":'��� �v:Q ''�:::�x:.^;;rr i�`���r'`�4��."� � -.:r,"', ��ir� iw ��: '�1,'.e �t,�i,`�F�'�'��j'nt-M,:-�'X,�$i:�:. :er? f�-�°Cw� �2..t, Q .'''' r •f�k -`.f�-�.tSeSt,.�x�.�`�,...F:��-'`� ,,� K��x�'s=a,+'.����+�ta�.�- �3.2%s., .� > , �'�4}f'�i{f-�'�-.',sct,u�✓ : Y� ��5i. ':ur. x.�-�}r. ,y" �R'+�:. �i�.,-r ,.:..� �, „�rs�'���:� . . _..�..-�',i��' i;�::x�;,�;,aY �����"��; ;,;�';: -' �•y� :�r,.S:. �'"�'�1i� �.`. . : f;�' J3�,�=��'�+ 'ri •,�;�:�-t ' .T�—"'yLL�ic�'Yn�',£��', .,%'c',�-T�v. . ;<:S:r}?i s��� �_fM`•:�y. i^��y. �1�Si c,iF�. 'L,�,�±'fY:y� L�: �-�.�.`��.�.��.c::�`� 1.Inst�l the vinyl ground charmel dlrectly under t�e outside 2.Install the badc skirting trim.Snap a chafk line at the bottom of edge of your home,using galvanized nails.Use a plumb your home to mark the posiiion for the back skirting trim.iVaif the bob to determine exact location. trim pieces to the home using the nail slats.Make sure you place t6e nail in t�e center of t�e slot and do not hammer aghHy. _. � . - '°:�{' �f, � _'� � ��. - L �+: ' '.ti :.j��� . _ .,ri_ ,Y ' ��' �� ' -` " J�.tYy�y ', „� f`Y, _ p'`�:%%�.:u. �..a . :_..,; �s.t,r . �. �� 'y.i: �' „�.d��.�_ �3`'S,`. �-{ ctr7�,:1. � ' �, -,i:_i:J��.,9��At�t2., - y . 3.To go around corners,bend the back skirting trim at the 4.Measure the skirting panels to the proper hefght subtracting 1/4n comers of the home and continue nailing.Do not cut. for exp�sion.Cut 8he panels to size,using tin snips.Stide panels ovec the back skirting trim and into the vinyl ground channel, interfocking the panefs as you instail them.To fiorm comers,bend but do noi cut tbe panels. i�:•:�3�:.'.�•{ ' �:�a� 3�"%'''�xJ�; �-5]18"� ?s��' 1 118' /� 1 � .�1��. -":'�L !. ��t 'F� JrI t -Z•%` � ,�' :�f ��:, fi.a)Cutting outside comers. 6.b)Cutting inside camer ;,..� ;,�. ;,v;,. � ��� � �� Determine the location of t�e cor- To cut the front skirtinq trim for �.�u xz{ -..`� -= ��� ner and cut a 5118"section from inside cort�ers,cut out a 1'or 2'tab 5.Snap the frorit skirt�nq trim into place to ho{d panels the top edge of the spring lock. in the top edge of the spting lock securely.To form comers,do not cut the panels,notch In the center,cut a°V°3!4"deep and make a small"V"cut ihrough and bend the panets.Foflow tha special guidelines sEia�n and 1 1/8°wide 2t the top edge, the bottom lip.8end and sriap the in illustrafions 6a and 6b to finish the skirting trim at the and a smalf°V°cut at t�e bottom. trim piece into place. `�� corners. Bend the iront skirGng trim and snap it in#o the comer. A�.TC� I , � . . HANDRA� .RIP �I ���� � 1:•1i �TNR TRf�0 AUD RIFuc e TNE MA)OMUII RISEF HEICHT SHALL BE 7-3/4 INp1ES 7ME��+ a • � 91ALL B'e YEASUnEO�RiiCnLLY&.iWcEN LEADING EOGES OF THE ���� ��0 ��• ? �D.UCENT TREAPS ME�EA7EST RICER HEIGHT NlIH�N ANY Np�f � �•�yr F � ` a��e3 OF 51NRS SHALL NOT EXCEED M SMAL,IESi 8Y MORE iHAN J/e RVLH. a�� $R p ,I/''� °� � 1HE MINIMUAI TRE�D DEPTH 91PL1 BE 10 MCHES. 1NE 7REpD DEPiM SFIILLL BE � a � Wq � \ J ,• n' _ •e i MEASVRED HOR12IX1TALLY BElWEE4 ME VERIICAL°I.ANES OF THE FOREMOST PROJCCIION a aB �� 4 �.�./ w S.�L� Of AOJACENi iPEADS AND AT A F(CHT ANCCE�O TNE TRfAD�S LCAOINO EOCE. �O�p �Q!'C "-"i'G THE GREATEST IREAD�EPTH WITHIN MIY F L I CHT p e ST NA S SHA LL H0T E%C E E O T H E F �• 'p sMn��sr or Mor�n+�r+3/o wa. ��b�� � a p pONCIRCUUIR CIRCUTAA RECE88� THE RAWU3 OF LURVA'NRE AT 111E LEAD�NO EDGE 0�'THE TREAD 9�ALL BE NO GRE7.TER yS�� �� THAN 9/IB INCIL A NOSING NOT LESS TH/W 3/41NGN BUT NOT N�(2E 7HAN 1-1/4 INtl1E5 1� yy � 9fALL 8E PROVfOE�ON STAIflWA15 N1iH SOIID PoSERS.A NOSING IS NOT RECIHREb MfERE ��Q�, � Phtunutni 4'•tl•'' PE1UnetCf>E� 1NE�RE�D DEPM IS A WINUJUII DF I1 INCMES. g 'HANORAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE �FE� F ADJOfNINC THE 7READ NOSING. OR FlNISH SURFACE Of RAMP SLOPE, SHALL BE NOT LESS 7HAN 34 INCHES AND NOT MORE THAN 38 INCHES. � •NANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIOF, OF EACH "�'�'TM' T, 5/q'X 6 BOARQ RAIL CAP CONTI�UOUS RUN OF TREADS OF FLIGHT WIiH FOUR OR MORE RISERS. °-�W'� 1NE GUMDS M0.YBE W000,ALU4INUN,VINYL,OR EWIVALfNT. • HANORAII ASSEMBUES�ND GUMDS SHALL BE OESIGNEO TO RESIST A OPENINGS SHALL NDT ALLOW 10A�OF 50 PLF APPLIED IN ANY DIREC710N AT TNE TOP AND TO 7HE PASSACE OF A 4"OIAMETER SPHERE TAANSFER THIS LOAD THROUCH hIE SIIPPORIS TO THE SiRUCiURE. —' 2 X 4 TOP&BOTTOM A77ACHED "0 TO POSTS N7TH(2)p8 WOOD SCRENS �'��--• � ON INSIOE FACE. ' OPENINCS fOR REWIRED GUARDS ON THC 3'-0'LAHDING HEIGHT�5 S1EP5(YIN.) 2 % 2 BALUSTER SIOE OF SinIR 7RE�DS SHALL N0T ALLOW A 4�-0'LANDINC 11EICHT�)57EPS(MIN.) MIN, (3)S�MPSCN'S SDS 1/4"X 4-1/2" � SPHERE 4-3/8" TO PASS THROU.^.H. WOOU SCREWS FOR RIM JO15T i0 POST � �R CONNECTION, (5) t6d NAILS OR EOUIVAIENT � P T. STEP I:uNDINC FLOOR FASTEN � W/MIN. (1)pB W ODTSCREW OR EOUVM TO HOST fL00R MEMBERS USINC SIMPON'S i/a'X 3-1/7'SDS WOOD SCREH5 OR �'� 7� STNR AND LANDING ILLUY�NATQV HEWIRED EQUIV, A7 tY O.C. SiACCERED SCIiQH PA7TERN .T, ZX6 CON RFTE OPTION• 2%6 P.T. LANOING CONSiRUCT10N IF STEPS ARE INSTALLED ON EXISIING CONCftE7E. ME CRWND i6'O.C. FLOOR JOISTS USINC(5)78d NAILS OR ANCHORS AND 7IEDOWN STRAP CAN BE OMITTED. EOUIVALENT AT EACH J01ST TO RIM JQ.ST CONNECTION. "THE P.T. -0 X 4 POSTS SHAIL BE ANCHORED TO THC-%ISTING CONCRETE SLAB USING SIMPSON'S L-BRACI(Ef OR EWIVALEN7. 30�CRWND ANCHOR W/TIE DOWN STRAP 51RAP TO WRItP ARWND P.1. 2 X 6 TIGY�'RY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDINC) (1) 2 %6 P,T. n7TACHED TO POSTS �R USING(5)16d NAILS OR EQUIVIILENT AT EACH (3) 2 X 72 P.T. STAIR STPoNCERS ATTACHED TO P,T. LpNDINC N� 2K8 TO POST CONNEC710N. USING SIMPSON'S LSC ADJUSTABLE STAIR STRINGER OR EOUIV. {Y� � �s � � a� a` O� 7Meu c�ors o:tl spccificN�one COmpy�M1�Setiwnl6(KOfInB DrowrgNK'hm 7a1dFeG'•Re�cerrt�ni(SNEanonj S,� VU��•UlTl4pTb UESIGN rNNO CPL'CD•t10 MPN uTEPCON3TqUQION NOT : vM0�N0YW4LDE9GNWINDGPLF.D•IS]MPII NTRAGTOR SHALL B nnwe�am�n �,,Q E RE$pONSIB�F FOR VERIFYIPIG. ��b a�a�� �L� DIMEt_y�O�y$_A_�Q_,G9NDITIONS PRIOR TO CONSTRUCTION. A„„P„�,.„�„,� ]1D S SConit 1Nry,5(n 7U� �.L STAI�9DGj?QC(ECLIS TO BE PRES_SURE -REATE� LUMRFR uxo�tiarcF,r�7�ta7 �tes u..uu.,e.�m ALL FASTENERS IN CONTACT wITH P.T. LUMBER TO BE HOT DIP GnLVnNVFn OR STAINIFSS STFFI �'"0Q °t�.roa� "'•�""».""°" Fm 1.006tl6D�20.i� ��cornson m�s � __ ___ � CITY OF / / � � BUILDIN� ZEPHYRHILLS DEPARTMENT � OF ADDITION OR CORRECTION � � • • - • ADDRESS DATE PERMIT�, i-- • �'�j THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. / ! � � � �� ,C3�- � It is unlawFul tor any carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL � cover ar cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION ` 'or other material,until the proper inspector has had ample time to approve � , the installation. Q OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR