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Home My WebLink About22-5144'""ity of ill ephyrhillT- 5335 Eighth Street Zephyrhills, Fl- 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 )BILEHOME-005144-20 Issue Date: 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 subsequent reinspection. Notice: In addition to the requirements of this per there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. IT•INI IIIR' I III I 1131"FIT III CE3= 23131r�� Complete Plans, Specifications add fee 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. 1A CONTRACTOR SIGNATURE PE IT OFFICEC) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department F --1064 Bowen, Theodore & Judy Owner Phone Number 651-492-0550 -34W Gill Avenue Zephyrhills FL 3354 1 34-25-21-0170-000 00-2 870 WORK PROPOSED NEW CONSTRF--1 ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE [jjj]j:g HEIGHT EZ]BUILDING 8000.00 1VALUATION OF TOTAL CONSTRUCTION$17817,00 =ELECTRICAL 0AMP SERVICE 200 PROGRESS ENERGY W,R.E.C. 12357.00 1 Duke =PLUMBING 1"<—N 00.00 1 =MECHANICAL 06860.00 VALUATION OF MECHANICIA I STALLATION 1 =GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES CD ------------ BUILDER COMPANY Kurt Allen L I ("' SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address 209 Frontage o Plant City FL 33563 License # IH1025140 ELECTRICIAN COMPANY Lilley Air Conditioning, Inc. SIGNATURE REGISTERED Y/N FEE CURREN Address W41 Crane Field Road Plant City FL 33811 License # Kurt Allen PLUMBER COMPANY !S 1 SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address 20 S Frontage Road, Plant City FL 33563 License # .......... MECHANICAL COMPANY '0 -1 FEE CURREN N 7 Lw�� ; SIGNATURE I REGISTERED Address 4141 Dr a-'n-e Field Road Plant City FL 33811 License # OTHER COMPANY �F SIGNATURE REGISTERED FEE CURRENY f N� Address License RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction 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 Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. -W4Y,GRM* re ) 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 am, not entitled to permitting privileges in Pasco County, TRANSPORTAT ', T� W PO� tancip I IM A QLITIEJ we'd, WjI4 gggri 1111,11 iW 0111111 "MI1011691 limpiwa '1 such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prio 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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", 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. • 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 permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUP-1 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUI FLORIDA JURAT (F.S, 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before t me this JSbsc an 0�bed and sworn to (or affi d) before me this by t% 111 2-7, by Who —is/are personally known to me or has/have produced Who is/are RaLs��as/have produced as identification. as identification, —Notary Public Notary Public Commission Commission No. 44 '64-7 Permit No. parcef 10 No q�?§-21-0170-000W-2870 NOTICE OF COMMENCEMENT Vow of Florida Co.* of Pasco THE - her ordancewtin Chapter 713.FlarideStatutes. tim'=17 f=L W4T4apgoa dred Impimmmerd will be made to certain real property, and In acc In this Notice of Commencement 1. Description of pmpari5r. parcel Identitsiation No. 34-2 A-21-01 70-0_0000-2870 Sheet Address: FL J3S41 -- — ----- 2. 00neral Description of improvement _Mobile blame Set UP- — Tye ------ 3. Owner Information or Lessee information If the Lessee conimcied for the Improvement Bowen Theodore C. & JUdv M CRY state Intereal in PMWY" faa_3Im&--rr-------- --- — Name of Foe Simple Tifietrolder: Fit —dftiwh—. 6War wifwd bo4)-- Address city state 4. Contractor: _KUrt AIj�8n"r---'— Name fiWtR-*MLk82"--- I — fjtn_t _C& Address City state Gon0actot's Telephone No _813-70?-8888-- Address CRY state Amount of SWKI, Telephone No.: k Lander. Adinia's-- CRY Landers Teraphone No.: 7. Persons within the State of Florida designated by the raw Won WhOm "ka's or other documents may to served as provided by section 71 Flodde Statutes: Stakemse- City Telephone Number of Designated Person'. S. in addition to himself, the owner designates m v 4 of- -- to moeW a copy of the UenorsNotica as provided in Section 713.130ft ROdda Statutes. Telephone Number of Person of Entity Designated by Omer S. Expiration date of Notice Of Commencement (the e)oratlon dote may not be before the comptallon of conateadon and final payment to the contractor, but will be one year From the date of recording union a different date Is spooffiedi - : Under penalty of ry. I declare that I hewe read the farepolng nov- Of commencernalit earl that the rects stated therein are true hr the boat of my knowlsitgovilb9lief. e'04� STATE OF FLORIDA COUNTY OF PASCO Sig�- �,*of ;i ��i'6WWW-a or L[asi �Avth�� --Oka Signatory's THIShooku, The foregoing Instrument was w*noWedged hot— me this i—day of 204 by I (" of authority, I i�: 1. 1 attorney A�in acQ for d of party be f Instrument was a)raoulad). pe"y f ""aam, III personally Known C3 ga Produced IdentilicaUvat 4otary6l.1.10, pmdu,8dDjj%W2A Type of Identification _L&ISM Name (PW) Uj, ................... I rLAI t z I /Ne _. IE c �a€ e z `a C i t 3 O ZPpY HH R a 6 a i TY TV Va. CUSTOMER. C7 SOMN TV v x se WOM EMP BUILD AS SHOYIN ST ST UY Si POOH 4 RT8 -------- ROOM SMES An APPRO>OMATE AND 15 SUBJECT TO CHANGE DO MOT TAKE TO BE REIAE"ED AND AppRoyED VULLS TO Dy THE ENGINEERIN6 DEPARTmr-m-r CSILMs ='Javabsen Wme /"V BLOCK AND TIE DOWN fbr.�=7 A!5 6" L ',t Li Now. Base Pads are 17* x 25,"set 01C due to iLisl soil test. Note: Perimeter Pads are Wx 160 set as shown. Note: Sidewall Anchors are a max of 5'5",- if a host be is present 4'ok. Legend: In= 17"x 25' Base Pads 16"x 16" Base Pads O�—'= 3150 lb Anchors = Centerline Tledowns xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Penetrometer and Torque Probe Test Results (These sections below to be used when applicable. When either is used must be initialed,) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Pocket penetrometer Test (required if declaring soli bearing pressure greater than 1,000 p.s.f.) x x x 1. Test the perimeter of the proposed homesite at 6 locations shown. 2. Take the reading at the depth of the pier, pad, or footer. I Using 500psf increments, use the lowest reading and round down to that increment. x1 x x /5 The result of the penetrometer test is , S. f xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Tor ue Probe Test (required if using anchors less than 5 feet) I The result of the torque probe test is e4l15inch pounds. If the test results show 275 inch pounds or less, 5 foot anchors must be used. � (initial) A state -approved lateral arm system is being used and 4 ft anchors are allowed at the sidewall locations. I understand that 5 ft anchors are required at all centerline tie points where the torque test result is 275 inch pounds or less and where the mobile home manufacture requires anchors with a minimum 4,000 lb holding capacity. xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx I declare that I have personally perform d the test(s) contained herein and that the reported results are oth q true and accurate. Date tested I'D 31 '2,,Z (initial) r_4 1' '3 .I6„ 15 S J1 ._PIEfg(}} �a'{}}�°°^^{�TER SPACINGS* 'y}"(� 2 7 MAXIMUM I- BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) 1000 (PSF) "T500 (PSQ2000 (PSF) 2500 (PSF) .3000 (PSF) 3500 (PSF) 120" WIDE FLOOR 70 1 /2- 110 T j 2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE N4 144" WINE FLOOR- 59 1 f2 93 112" SEE NOTE. #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 160" WIDE FLOOR- 54" 85` 6" SEE NOTE #4 SEE NOTE #4 SEE NOTE y4 084' WOE FLOOR- 47 1/2" 75' SEE NOTE #4 SEE NOTE #4 MIN 'P,cR CAPACITY 3004 LEIS. 4507 GS5 6009 ! 6S 75f 1 LE5 9013 LSS 10,516 LSS 2 X 24 PIER F'C1OTER SPACINGS* IN 5 !LaQ INS. MAXIMUM I --BEAM PIER SPACING FLOOR MAXIMUM PIER SPACING (SOIL BEARING CAPACITY) tv`' DTH 1000 (PSF) 1500 (PSF) 2000 (PSF) 2500 (PSF) TA120" 3000 (PSF) 3500 (PSF) WIDE FLOOR- 95 1/2" SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 144" WIDE FLOOR 61' SEE NOTE #4 SEE NOTE /4 SEE NOTE h4 SEE NOTE �4. .SEE NOTE #4 160" WIDE FLOOR- 74" 115' SEE NOTE #4 SEE NOTE #4 SEE NOTE 14 SEE NOTE #4 184" WIDE FLOOR- 65` 101' SEE NOTE 84 SEE NOTE #4 SEE NOTE #4 SEE NOTE #4 MIN. PIER CAPACITY 400t1 I R' 6000 LEIS 8000 L65. fp,000 LBS. 12,000 LBS. 14.OQ0 LEIS. NOTE: UNIT WIDTHS WITH — INCLUDES A 6' OVERHANG ON BOTH SIDES MAXIMUM, FOR --TYPICAL PIERS SEE PAGE SU-01---0021 EN OY aar -•,,, a C . `•., f. PRE -FABRICATED PIER PADS WAY BE USED AS AN ALTERNATE TO THE CONCRETE " ° � t? "° �C�,rY— DAPIA APPROVAL: t e6- FOOTINGS SPECIFIED Tad THE JACOBSEN HOMES SET-UP MANUAL. �� o. ¢ ��r ��- (�, f 2 THE PRE -FABRICATED PIER PADS ARE TO BE INSTALLER PER THE910334PPR{VED AND THE SY MANUFACTURERS INSTALLATION INSTRUCTONS MEET MINIMUM PIER CAPACITIES SHOWN ABOVE. 3- ALL OTHER REQUIREMENTS ARE TO BE ADHERED TO AS SPECIFIED IN THE JACOBSEN STATE HOMES INSTALLATION INSTRUCTIONS. n. 4 MAX. PIER SPACING 8` FOR UNITS WITH 8- I-SEAUS / 10' FOR UNITS WITH 10- OR�� 12'I-BEAMS MAX. FROM ENDS). �^« (24` EDERALkiANUFACTUREO HOME a NOTICE: DRAWN BY: JACOBSEN HOMES lKsE EoncA S ANC IAA A� D,m,z. ATE: REV. LETTER: 0 —22-01 OR*NAL, PROPRIETARY, NTIAL DRAMNG TITLE: OFF P.O. BOX 368 K. SUCH MAY}�IAi,� A�Ac x a Am' iU4aroc PRE-FAB. 17 X 25 & 24' PIER PAD SPACING SUCH MC. 2tpEC TO _ SAFETY HARBOR, FLORIDA 34695 REC?�ENT CM Ate t IM DRAW NUMBER PHONE (813) 726-1138 KEPT CONAURTIAL ANA 1 FR6it 0 SU--01-0025 OIL BEARING SOIL BEARING CAPACITY PSF 1000 1500 2000 2500 MIN. PIJERER CCAP�AP, SOIL BEARING CAPACITY PSF 1000 1500 2000 2500 CV MIN, PIER CAP, OIL BEARING BEARING w CAPACITY PSF 1000 1 00 500 co tSOIL 2000 10 0, 2500 N c\)MCIN. PIER CAP, PIE: C P� SOIL BEARING OIL BEARING CAPACITY CAPACITY PSF M 1000 1500 co 2000 2500 co PIER CAP, P C P -tio—T—Es- I SU DXJAIL-�IL PAGE W-01-0001 FOR OLMIN (FOR SIDEWALL OPENINGS SEE NOTE LOAD SPANS (�) 8'-12' 112'-16'116'-20'120*-24,'124�-28'128'-32' 390 sq. in,•701 sq, in, 260 sq, in. 467 sq, in, 195 sq, in, 351 sq. in. 1 �51 sq in, 280 sq. in, LOAD SPANS 0 8'-12' 112'-16'116'-20'120'-24'124'-28-128'-32' 409 sq. in �'21 tn. 737 sq in. 847 sq, in, 956 sq, in 273 sq, in.. 4 19 :qql In 492 sq. in565 sq. im, 638 sq, in, 205 sq. in. im 369 sq. in. 423 sq. im 478 sq. in 164 sq, in, - in. I 339 sq, in,' 383 sq, in LOAD SPANS (�) 8'-12' 112'-16'116'-20'120'-24'124'-28'128'-32' 428 sq, in, �544 sq, in, 774 sq, s in, 286 sq, in, 362 sq, in 516 sq, i Mn, 214 Sqk in. 272 sq, in, 387 sq, in, 171 sq. in. 217 sq, in. LOAD SPANS 0 486 sqin, 10115 sq, 324 q, I 677 sq, in.Mt 243 sqin.• 508 sq. 194 sq, in, 406 sq. I n.. r7TtVTT-1 20 PSF ROOF 10 PSF 01, ......... No. 910334 -,q STATE OF =I KR TVPa ^M .L ^T AT :. sr� .. • rat s x t : Y r i, sF ! ," "" f', Y PI ma Wam DAPIA APPROVAL iffww illy, 4. ,W " * ' "; to � .� in �.. NOD "d> i k Y' WE ; a PAM ,:+, t .1` St i�"' ,�,1•' ..a-W ,i` B ! ae ,< k i»i}4 t♦-' LWAM i ± MM •':5.. AK & AMM .t ANY 00 'tti"t! "W At= VAIM RE R;,. AAAR M.. ^iF"s, 2 rn w�.w w or WTQV WN x m ra.,9m mgm 14 x 'a OPW Amm " x , . ,...... a" �xr, d AT WX W AC VWqatK:. M SM Mk WM 'k`i` 10 "-Mt U f t k4a FM 24 AMSnW JACURSEN HOMES a.7 f Rfl SAFETY HARBOR, FLOPJDA 34695 kt3' PHONE i HOM Ems' PRIDE Manufactured Housing Installation Instructions Lock Down Anchoring System For The State Of fflzr--Tr;�� W WN NOTE: If one or more of the following conditions exist contact a Registered Professional Engineer. • Location is within 1,500' of the coastline. • Pier Height exceeds 48". • Roof eaves exceeds 16". • Sidewall height exceeds 96". • Length of home exceeds 76'. REQUIREMENTS FOR USE 1. The use of the Lock Down Anchoring System requires sidewall vertical ties at no greater than 5'4" on center. 2. Centerline anchors to be sized according to the soil torque conditions. 3. Sidewall anchor loads in excess of 4000 pounds requires a 5' anchor. 4. Sidewall vertical ties can use 4' anchors in soil type 4B. 5. Homes requiring 4 Lock Down Anchor assemblies require the longitudinal and lateral strut on each anchor. All struts must be installed towards the center of the home. Facing the home LEFT CORNER . . .......... Facing the home LEFT CORNER Facing the home RIGHT CORNER Facing the home Facing the home CENTER RIGHT CORNER W- 6. Homes requiring 6 Lock Down Anchor assemblies only require longitudinal struts on the 4 corner positions. The 7 ....... .. ... .. .... ......... . .. two center positions only require a lateral strut. All struts must be installed towards the center of the home. T- ......... '�' 7. The placement of the corner systems should be at a sidewall vertical tie that falls no more than 11' and no less than 5' from the end of the house on each corner. 1 . HOME pRIDIE NUMBER OF LOCK DOWN ANCHOR ASSEMBLIES NEEDED: Wind Zones 2 & 3 with roof pitch 6/12 or less, • Single or Double section homes 30' to 52 in length (excluding hitch) 4 • Single or Double section homes greater than 52' to 76' in length (excluding hitch) 6 NOTE: Roof pitches greater than 6/12 will require additional systems, contact Home Pride, Inc. for assistance. NOTE: Homes less than 30'— Lock Down System should not be used. NOTE: Home manufacturers may provide a placement chart for specific models In their Installation manual. The manufacturer's placement chart supersedes the chart below. ANCHOR ASSEMBLY PLACEMENT Using 4 Anchor Assemblies Lock Down Anchor Assembiv Components list 1, Ground Anchor with Strut Attachment Cap 1 Stabilizer 3. LateralStrut 4. Longitudinal Strut 5. Beam Clamp Assembly Using 6 Anchor Assemblies ........... . ..... . ... ... .. . ... . ... . . i J Lock Down Anchor Assemblyinstallation instructions The Ground Anchor with Strut Attachment Cap will take the place of one perimeter anchor and align with a sidewall vertical strap. Install this anchor at a slight angle, not to exceed 15 degrees, This assembly includes a stabilizer plate that is installed with the anchor and attached with a U-bolt and two nuts. The stabilizer plate should be driven into the ground when the anchor is about 2/3 installed. Attach the stabilizer to the anchor shaft using the U-bolt and nuts then complete the install of the anchor until the strut attachment cap is flush to the ground or slightly recessed into the ground, no more than W'. The Strut Attachment Cap should be installed within YV' or flush to the top of the stabilizer plate, (See illustration to the right.) NOTE: State of Florida allows a 2' pilot holes to be drilled to assist anchor installation in extremely hard soil conditions. If this process is used during installation of the Ground Anchor with Strut Attachment Cap the soil must be placed back in the pilot hole and compacted at 6" Intervals. This process should take place when the anchor is 8"-10" from fully installed — allowing room for the soil to be placed back in the pilot hole and properly packed. HOME CRIDED E 2. Once the ground anchor assembly is fully installed, attach longitudinal and lateral struts according to the diagram under anchor assembly placement (page 1.), The lateral arm fasteners are to be installed tightly (nuts and bolts). The Beam Clamp assembly has two holes for the bolt and nut placement. Depending on the width of the beam, the corresponding hole should be used that pushes the front of the metal plate as close as possible to the upright of the beam. See the illustration on page 2, #5. Lateral struts should be installed in line with the center anchor head and attached at the top of the I-beam. Lateral strut angles must fall within 10 degree minimum - 60 degree maximum. Longitudinal strut angles must fall within 10 degree minimum - 50 degree maximum. Latiqiwditwil Strut Attach,A Paint Fjwg th,, h— LEFT CORNER Fwal $twt Lehi Pomt M L-git'Wi-I st"a Atwhzd Pomt F,q the home RIGHT CORNER sid—A Strap Connection After the Lock Down Anchor Assemblies have been fully installed and all permiter anchors and straps fully installed and tightened — each strut has 4 self tapping screws that must be installed as the final step. Predrilled holes are provided on the outer strut indicating placement. If the predrilled holes can not be accessed, install the screws as close to the predrilled holes as possible - making sure they are tapping into the inner strut. The Lock Down Anchoring System should only be used for homes in the state of Florida. This anchoring system is not designed, tested or approved for use in any other state. Contact Home Pride Inc. 276-466-0502 or at kL)qtac �jqs Acogi for any questions concering this product. _ Legacy Engineering listing # 113 Notes: PRODUCT WARRANTY Home Pride warrants its Lock Down Anchor System (HP LDS) against defects in workmanship and material at the site of its initial installation. The HP LDS is specifically designed and approved for use in the State of Florida. This product Is not approved for use and should not be used outside the State of Florida. This product must not be reused or reinstalled at any other location. If used in violation of this Warranty or not installed in accordance with installation instructions, all written and implied warranties are void and disclaimed, HP LDS products which are found to have defects will be replaced or repaired at Home Pride's option, This Express Warranty is limited to replacement of product only and does not cover any labor or installations costs. When the product is replaced, all Warranty rights are extinguished, This Warranty is only to the benefit of the original purchaser and is not transferable. There are no other warranties (express or implied) whatsoever which apply to the HP LDS product or to items that are functionally part of the HP LDS product, Home Pride disclaims any and all other implied warranties, including (but not limited to) warranties of habitability, workmanship, materials and fitness for a particular purpose to the extent allowed by law and any implied warranty that exists despite this disclaimer is limited to a period of one (1) year from the effective date of this Warranty. These limitations shall be enforceable to the extent permitted by law. HP LDS products which are examined and are found not to be defective will be returned to user and all costs associated with examination of the anchor product will be incurred by the user. The user is responsible for all maintenance of the HP LDS product including regular monitoring of stability and integrity of HP LDS products. For a warranty claim, contact your distributor or Home Pride Inc, at 15100 Industrial Park Road, Bristol, Virginia, 24202, 3. 110 M *P R I IJ E Pad Bearing Capacity d F ABS ABS Pad 1000 lbs. 1500 lbs. 2000 lbs. 3000 Ibs. Square Feet/inches Square Fe Soil Soil Soil Soil 1 1 1 1 16 in. x 16 In. (#59660) n. x 6 1,778 lbs. 2,667 lbs. 3,556 lbs. 5,333 lbs. 16 1 J7 sq, ft� (256 sq. in.) 77 sq. ft �( 16 in. x 18 in. (#59300) 2,000 lbs, 3,000 lb& 4,000 lbs. 6,000 lbs. 2 sq. ft. (288 sq. in.) 22"5 16 in. x 22.5 In. (#59301) x 2,500 W& 3,750 lbs. 5,000 lbs, 7,500 lbs. sq. ft. (360 sq. in,) r2.5 17 In. x 25 in. (#59302) 3,000 lbs. 4,500 lbs. 6,000 lbs, N/A s 3 sq. ft. (432 sq. in.) 24 in. x 24 in. (#59303) 4,000 lbs. 6,000 IIJ& 8,000 lbs. N/A 4 sq. ft. (576 sq, in.) 32" X 22.5" (See 1 below) 5,000 Lb& 7,500 lbs. 10,000 Lbs,* 5 Sq. ft ® 720 Sq. In. 34.4 X 25,2 (See 2 below) 6,000 Lbs. 9,000 lbs. 12,000 Lbs,* 6 Sq. ft - 864 Sq. In. 104"�pad on top in the opposite direction. 5 0, TM 34A-X,25-A PiRm 17.2 X 25,2 Pad on t p in the opposite directi n. md-,,' terial. .ycled materials. MR, ABS Foundation Pad 1 . Pier spacing must be in accordance with the Manufacturers Installation Manual and/or State or local requirements. 2. Clear all vegetation and debris from area where pads are to be placed. 3. The ground under the pads must be leveled In veril o a dw undisturbed soil. V"RU%l INKAY as IVO 11VAL lower and next higher soil values given in the pad bearing capacity chart. 3. Pad sizes are shown in nominal dimensions and may vary slightly. 4. Maximum deflection 3/8", measured from the highest point to the lowest point of the top side of pad. TIEDOWN MANUFACTURING INGENUITY 01236 Kev. 404-344-0000 - www.tiedown.com 605 Stonehill Drive SW, Atlanta, GA 30336 sales@tiedown.com PASCO COUNTY, FLORIDA Permit No. Data yt 1 0111111111151i IF r� t + t r t tc F r, x Cp ggV� pp D V CEIPT N a DATIE BY