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10-10424
CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10424 BUILDING PERMIT Permit Number: 10424 Address: 3807 QUAKER RIDGE ST LT #53 Permit Type: PARK MODEL ZEPHYRHILLS, FL. Class of Work: PARK MODEL SET -UP Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0000 - 00100 -0090 Improv. Cost: 2,400.00 a = x: csiiiiveig4aVt Date Issued: Name: NHC -FL115 LLC Total Fees: 175.00 Address: 6991 E. CAMELBACK RD STE B -310 Amount Paid: 175.00 SCOTTSDALE, AZ 85251 Date Paid: 5/05/2010 Phone: (315)225 -5808 Work Desc: 12 X 40 PARK MODEL REPLACEMENT A L - ,LI• L. PA L P 60.00 PA L L_ - 40.00 PARK MODEL PLUMBING 40.00 PARK MODEL MECHANICAL 35.00 6ittf 3•I i° REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, 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 permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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." CONTRACTOR SIGNATURE PERMIT OFFI �R 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 k �u t 2 4 1 Date Received Q Phne o Contact nor UU Permn6 0G -, 1 S i 1 .. Owner's Name 1130C-- V t t c (L ) Owner Phone Numbe e) . -- �� 1 3 1 h c (Q 1 Owner's Address Owner Phone Number 1 C q� l► 3' 1 iX) ' 1 Jg 1 Fee Simple Titleholder Name 03 A Owner Phone Number Fee Simple Titleholder /dress — 1 JOB ADDRESS 13al G1 / V Ack i LOT* 5..3 1 SUBDIVISION >° 1L Ot S PARCEL ID#�4•� t'itiDO 'comp Q . C1l T'1 [' (OBTAINED FROM PROPERTY TAX NOTCE) WORK PROPOSED I NEW CONSTR ADD/ALT [l SIGN n MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE ©---"-- SFR fi COMM n OTHER 1 [ TYPE OF CONSTRUCTION Q BLOCK ���JJJ��' yyy El FRAME Q STEEL 1 L4- OTHER DESCRIPTION OF WORK ) i n ►X1 � model r e p In a me_r it BUILDING SEE I Z n '"1 li 1 SQ FOOTAGE 1- M HEIGHT 1 1 ®/ BUILDING $ / 4 op I VALUATION OF TOTAL CONSTRUCTION it aq Lib , r ELECTRICAL $ AMP SERVICE ❑ PROGRESS ENERGY r2r PLUMBING $ I tr $ VALUATION OF MECHANICAL INSTALLATION 11 GAS I ROOFING n SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 YES EE NO COMPANY / Y \c �DtiL Sic . SIGNATURE REGISTERED I d N I FEE CURRENT 16)/ N Address I '4 tsW l 3 4 Avt. ,. r.1,.° -. • I , C2.371o53 � � License # Ili 4� - a-1l o I ELECTRICIAN ' j COMPANY i, A l `UIoL>� ec W.iC- SIGNATURE Gi REGISTERED t � 4 / N I FEE CURRENT d N 1 Address 60jj ti Rake P/. - hi_ 1btt 1 539-lb License # t_ e_- _• totZ9 \o PLUMBER _ Z ^ /�'� (/� COMP tQ (�1E\!' CURRENT SIGNATURE <%r / /� " �� r_ REGISTERED I Y}I I Address Ii-kgri UJ 1 d �� U , `l 32 License # I I A' Min2Ake I MECHANICAL / ! r I � ' &?L- Y _/�(- C/J COMPANY REGISTERED Q N FEE CURRENT 15y N Address I t I 44l, k e \\ 335 ( t icnae # .0..q q..,. OTHER COMPANY 1 SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # 1 .1 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Starring Plans; (1) set of Energy Fos; R-O-W Permit for new construction, e Minimum ten (10) working days after submittal date. Required onsite, Construction Plans. Stomiweter Plans w/ Sit Fence installed, Sanitary Facilities 8 1 dumpster, Site Work Pemit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plena plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal data Required orate, Construction Plans, SMrnwater Plans w/ Sat Fence instated, SIGN PERMIT Facilities 8 1 dunpatec Site Work Permit for all new projects. AN Commercial requirements must meet camptarwe () sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fes out application completely. Owner 8 Contractor sign back of application, notarized If over $2600, a Notice of Camtne ncement Is required. (A/C upgrades over $5000) " Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) --'' Reroofs Sewers Service Upgrades AIC Fences (Plot/Survey/Footage) Driveways-Not over Counter it on pubic madways..needs ROW NOTICE 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 regulations. If the contractor is not licensed as required by law, both 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 contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES 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 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 prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 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. 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 all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all 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 agencies indude but are not limited to: Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/WastewaterTreatment. Southwest Florida Water Management District- Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency- Asbestos abatement. Federal Aviation Authority- Runways. I understand that the following restrictions 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 cited for violating the conditions of the building permit issued under the attached permit application, for lots Tess than one (1) acre which are elevated by fill, an engineered drainage plan is required. 111 am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall Issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every 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 YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YVITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO E OF COMMENCEMENT. FLORIDA JUNK!' (F.S. 117.03) / OWNER OR AGENT C • • • APS Subscribed and sworn to (or affirmed) before me this Subscribed ^ 'to (or - before me this by by Who Is/are personally known to me Who is/are personally known to me or has/have produced personally as identification. Notary Public 4 . �� _ r r Notary Pubic r ��� e • Commission No. NS �� t • i p 621 3 p � { � � �= Expires December 12, 2010 Name of Notary typed, printed « stamped Name of Notarytifipea P rrneo� r..1.8auss o 800 3864010 l att City of.Zephyrhills BUILDING PLAN REVIEW COMMENTS ( 6omeoier: ( a eJi 27 C VY-e- Date Received: — 7-13 - Site: , Permit Type: 4.2 A/�ir_ Approved w /no comments: ❑ Approved w /the below comments: Denied w /the below comments: ❑ (' Qe lk(' 4ed .s1i, J This comm t sheet shall be . - .t with the permit and/or. plans. Kal ' Switzer — ' a Examiner Date grO:ntractor and/or Homeowner (Required when comments are present) Plan Review Modular Home Set -ups and Aluminum Packages 1) All property markers shall be exposed and clearly marked at time of first inspection. 2) All set -backs shall be met. 3) All garages shall comply with section 309.2 ( Fire separation ). 4) Access shall be made available at time of inspection. 5)Manufacture specification manual, approved plans and permit shall be available at time of inspection. 6)No electric, plumbing, mechanical or framing is to be covered without inspection and approval first. 7)R.O.W. Use pen required for driveways on public streets. 8) At least 10' separation between other units. 9) All work shall comply with the 2007 F.B.0 and the 2008 N.E.C. R.O. W. - Right Of Way F.B.C. Florida Building Code N.E.C. - National Electric Code N� sf-i ( 5 3t) Glum e.Ad. 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Ft El 1-1 T ! 1 f - 0 c17 c ' 7 I I i t qJ --,- •i= ■r) I LiJ E _i_j f a - . • I , - .k- _ 1 , — 3 1,-- 1 r— i , i 1 i t i i x• 'D 1 r , I u. 7 ■ , in 1 ! I 1 g g , ---- I- >[ = 1 I (r) ---- I 1 53 cr in 4. _ _ 0 OZ /9Z /1 lon find - pua Ja. - apx - xona1- Jalsuoui- 9013- Iiannxoog/ siolouzAuga /utoo•gega•i5o / /:duii n)iiod ADenud auawaaJod last i Dui Reea JO Z a$ud "' I IL9Zt709I uiai!) saolow knga : xong 2uiiind pua .mai ai CE .ia1suouz 90I311° 13o'I 08/30/2006 10 :05 6785745700 3RIAN VALENTE PAGE 01 • Installation Instructions for ABS Pads For use on all Mobile and Manufactured Homes, including HUD approved Homes and Modular Housing t nlenr4f ',5∎09.ht nett ct -hcr Patents pc d*n. G NE A . INSTRLLC. os _. .ail pads are to be installed flat sided nun_ ribbed side, mil. The ground under the pads sh Oil Iii be .levdetl as smooth as r sible vith all ve acts inn retnsn ed. Pads to be placed on fully compacted or undisturbed :soil. at or. below the frost -line, or per local jurir :tli.ctiu 1. 3 Pier & pad spacing will be determined by the manufactured homes' m, .itten set -up instructions or any Incsi or state codes. The open cells between the ribbing on the upper side of the pads alai be filled with soil or sand after installation to prevent: any accunndation of A tagnent water in the pads. 3. :1 pocket penetrometer may be aced trt determine the actual sod. 1 arin value. If coil - testing equipment b not available, use an assumed soil value of 1000 lbs. / square foot. 6. All pad sizes shown are nominal dimensions a txl may vary up to 1 '8 ". . The coaainaugradeduiLkuLsiegle,42adit5Le measured From tar highest point to the lowest point of the :nn Face. (NOTE: Actual tt results were Ier' than 5/8 ") 3. In frost areas, a 6" deep confined gravel base ic,tal :cd in wc:l d non -frost susceptible soil is recommended. r, Pad loads are the x amc when using single stack or double .rick bl..cars. 10. 'The maximum Toad at any intermediate soil value may be deterrri:zed as the avctagc of the next rower and next higher soil value given in the table below. 11. Any configuration (see reeense side) may be used m replace a hor:le m;aiufauurcr, recommended concrete or tunad bast' pad. 12. if the home manufacturer shows Soil densitic," greater than 3000 Ib. when using ABS pads, do not exceed 30001b. soil pier spacings per set up manual. Pad Size ID No. Pad Area 1000 PSF Soil 2000 PSF Soil 3000 PSF Soil OVAL 16" x 18.5" 1055 -23 t .1.88 "1 in. 2000 lbs. 2000 lbs. 6000 lbs. t y� °r�1. 17" x 22" 1055 -16 360 sy. in. • 2500 lbs. 5000 lbs. �_ ; a(1Q lbs. r R :3 L 17.5" x 22.5" 1055 21 384 sq. in. 2667 lbs. �� 3334 Ilss� 8000 lbs. t IWAL 17.3 "x 253" 1055 -17 432 al. in 3000 lhs. 6400 lbs. 9000 !ha. " J ( )t'A.L 21 "x29" 1055.22 576 s in. i 4000 lbs. 8000 lbs. * 12000 lbs. * t VAL.23.25" x 31.25" 1055 -20 675 sq. iv. 4694 lbs, 9388 lbs. * 9388 lbs. * Pad Size ID No. Pad Are 1 (100 PSF Sail 2000 PSF Soil 3000 PSF Soil rs 16" x 16" 10;15 -14 356 sq, i I780Ibs. 35601b,. 5333 lbs. 18.5" z 18.5" ." 1055 -9 342 sq. in. 23 9 lb:. 4750 lbs. 7100 lbs. 20" x 20" 1055 -7 400 sq. in. 2750 lbs. 5500 lbs. 8250 Jbs. 24" x 24' 1055 -13 576 sq. in. l 40001b _ it. 8000 lbw * s. r 8000Ib Concrete blocks are required to be double blocked. ` 13. ALABAMA ONLY: The 16" x 16" ID# 1055 -14, )Rs x 18.5" 113# 105543, ).7: x 22" TOO 1055 - 16,17.5" x 22.5^ ID# 1055 -21, Ili" x 25.5".113# 1055 -17 are the only pads approved in the state of Alabama, and must not have more than 3/8" deflection. See chart below for details on correct installation in Alabama. 14. TEXAS ONLY: 17.5' 113# 1055 -21 and 23.23"x31.29' ID# 105540 may not be installed in the State of Texas. 15. Steel Pieta: All pads are tested with steel piers on 1000 PS? aoi.I density unless otherwise noted. (#16) Attach with four (04) 2" #12 X 1/2" hex tech screwy, use four (04) 4 inch screws if pads are double stacked. 16. Available pads tested on 2000 PSF soil density are: ID#'a 1055 - 14, 1055 -9, 1055 -7 and 1055.13. Extenrlr: 16' x 80' section ` .' I'.1D 5 ?T_E 1000 Lb P.f 200011, Ps£ . 16" x 16" Pad 2'9" 5' 6" 16"x 18.5 "O al Pad 3' 0" 6' 0" "" x 22" Oval Para ^ 3'9" 7 6" 173" x 22.5" Oval Pad 4' 0" 8'a" 1 x 25.5" Oval Pal 4'5" 8' 0" 2V' x 29" Oval Pad 6' 0 " 8' 0" aim 10/04 ' ' -03/27/2007 15: 43 6785745700 BRIAN VALENTE PAGE 01 • f • • tFf ' : • q. C _4 . • • *• ot .nrRlt TECHNOLOGIES, WC. )s% -4 INBTAL ATION iNSTRUCTIONS FOR THE , • i£ No. 15396 r+': • • ♦ MObS litre" IMPS 1.18) J ` * moan flOi"L"V "t.ONorrtrohtutL ONLY Ct:, POLLow MPS f-! ,,,k STATt QF lr.i.a FOAADDIMOtATIJtAL ARM: • w -1 .. STAN?' { .e.1 mops 1045 EN[ NL s sump .lp 1. 8 . I. .' ' • '14 ES: If the following conditions occur • STOP? Conrad Oliver Teclmola • • . 4 1 800.284 - 7437 : a) Pier h •1 • .. s 413" b) Length of home exceeds 78' c) Roof eaves exceed 16" d) Sadewall heist exceed 96" e) Local* Is within 1500 feet Ocoee 2. Remove dvaects end debris in an approximate two foot square to expose firm soil far each ground pen (G) . 3. Place groUnd pan (C) directly below etiolate I-bagm . Prase or drive pen firmly into soli until bush with or below sail. SPECIAL !MOTE: The longitudinal "V" brew system eervee as a pier under the home and should be loaded as any other pier. it is recommended that after levering piers, and one -half inch (1!2') before home is towered completely on to piers, complete steps 4 through 9 below. linAkiatiantanallniMILIESISINIMEINV NOTE: WHEN iN5TALLING THE MODS.* ramtevritoRIRVartiAL ETRTEre Ma, A NNW, OF 2SYaTEMS PER FLOOR SECTION is REQUNtED. SOIL TEST PROBE SNOVLD BE USED TO DETERM NE CORRECT TYPE OF ANCHOR PER toll CLASSIFICATION. IF PROBE TEST READINGS ARE R st' IWEEN 178 a 275 A 6 FOOT ANCHOR MUeT SE L*RD. IF PRONE TEST READINGS ARE BAN 275 A 3EG A 4 FOOT ANCHOR MAT BE USED. USE GROUND ANCHORS WITI.1 DIAGONAL TIES AND STANILRER PLATES EVERY we • VERTICAL TiES ARE ALSO REQUIRED ON NOMES RtWPLIED 1MTTH VERI1CALTIE CONNECTION POSNTS (PER FLORIDA R5 3 . 4. Select the COMIKA square tube brace (E) length for set - up (pier) height at support location. (The ^ir tube is always used OS the bottom pert of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled to length as long acs a 40 to 46 degiae 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 3I4" to 32 1/4" 32" 18" 33" to 41" 44" - 18" i _ .. 4r' t o ,r .4 ' 1R" 5. install (2) of the 1.50" square tubes (E (18" tube} ) into the "U" bracket t,1), insert carriage bolt and Leave nut loose for Tine; edjustmort. 6. Place I - beam connector (F) loosely on the bottom flange of the t - beam. 7. Slide the selected 1.25' tube (E) into a 1.5T tube (E) and ettath to f.beam connectors (F) end fasten lOosely with bolt and nut. 8. EZepeet steps 8 through 7 to create the "V• pattern of the square tubes loosely In place. The angle is not to earned 45 degree end not below 40 degrees. 9. After all bolts are tightened, secure 1.25" and 1.50" tubes using four(4) 114" - x 3f4" self - tapping screws ht pro.ddlled holes. 1141M LATION OP sTSroet TiTI p4:wel - THE 000EL 11E1 "V" (LONGITUDINAL 5 LATERAL RROTaCTION) ELIMINATES THE MEED FOR MOST STABILIZERS PLATES a FRAME TIES. roue FOOT (4') eRO NOM GNQR MAY t USallo Iowan WHERE THE HOW MANUFACTURER 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 manufacturers specifications for sidewatl anchor loads in excess of 4,000 lbs. tequIre a 5' anchor. 11. NOTE: Each system is required to have a *erne lie and stabilizer s ttached at each teterei arm stabilizing location. Thls frame lie & stabilizer plate needs to be located within 18" from of tender ground pan. 12. Select the correct square tube brace (H) length for set-up lateral trarteverse at support location. The lengths come In either 6D" or 72' lengths, (With the 140" tube as die bottom tube, end the 1.25' tube as the inserted tube.) 13. Install the t50 transverse brace (H) to the ground pan connector (0) with bolt and nod. • 14. She 1.25" transverse brace into time 1.50" brake and attach to adjacent I -beam connector ( 1 ) with bolt ant nut. e 8 r . . ' t , :r arm using r . . - • 6 _a. r f , . . - • 4 screws n . � • e: • • _ , IW rats. runtio mousse FOUNDA11ON SYSTEMS Telephone: 031 -Jell 465!t A � OF TECHNOLOQiES, INC. Fox: 991- 79B.88it 1 - aOQ.2tf "7437 uk+w.ofve+tRchfip6lgiee.cam