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HomeMy WebLinkAbout09-9832 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9832 BUILDING PERMIT Permit Number: 9832 Address: 39520 CHARIOT LN Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: RV PARK Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24- 26 -21- 0000 - 00100 -0090 Improv. Cost: 2,000.00 ° : ;: 17:7 .197 a. 7 �. 3 •rV Date Issued: 12/02/2009 Name: MAJESTIC OAKS LLC Total Fees: 60.00 Address: 39520 CHARIOT LN Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542 Date Paid: 12/02/2009 Phone: (352)250 -6144 Work Desc: INSTALL SHED 10 X 10 •M •W BUILDIN E 60.00 FRAM SHEATHING FINAL 1 2- - - 7 -Oct 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." (4,X0 6/eg— 40 4,4. CONRACTO SIGNATURE PERMIT OFFI �R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER air ., 41\ 1.1 �. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: I'1 Yt h c Date Received: 1 1 - Site: 3 152 ' Gkar i Permit Type: / O)( /6 ,►(L Approved w /no comments Approved w /the below comments: ❑ Denied w /the below comments: ❑ This comment sheet shall se kept with the permit and/or plans. Ka /in Switzer '. ans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813 -780 -0020 City of Zephyrhills Permit Application Fax -813 -780 -0021 Building Department - 'qq3 V • Date Received A I_ . j -0 • Pho - Contact for Permitting Owner's Na - X0/14) (II 5. 1i/t )FS L- L Owner Phone Number 36 4 1"1 Owner's • . dress ( 3 9saa e 4 2 i dT c- N6 Owner Phone Number I Fee Simple 1 \itleholder Name Owner Phone Number Fee Simple Title !der Address JOB ADDRESS __ C)4i421�T LA l' /3/in t e 3 , S�`� LOT # SUBDIVISION PARCEL ID# ''1 - 2(0-24-000- ( OO - O Q e (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT h SIGN I I MOVE I I DEMOLISH 4 INSTALL REPAIR PROPOSED USE -1 lirl SFR I 1 COMM I I OTHER I S/i/G 3 51 1A(‘ I TYPE OF CONSTRUCTION 1 1 BLOCK I 1 FRAME I I STEEL 1 I OTHER I I Sro 21R� -e- DESCRIPTION OF WORK ?Z 't r6 ? 42A- -F A Q --SW P PCB A TT :c. 'PIZ"714 .i&- BUILDING SIZE 16 k / n SQ FOOTAGE /00 HEIGHT BUILDIN $ 420- VALUATION OF TOTAL CONSTRUCTION I 1 ELECTRICAL $ AMP SERVICE 1 1 PROGRESS ENERGY I W.R.E.C. 71 PLUMBING $ ((� I 1 MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I I GAS 1 I ROOFING I 1 SPECIALTY I I OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IYES 1 V BUILDER , COMPANY VV,/rs6:Ot''- — lerSIGNATURE (� %� ��If REGISTERED 1 Y/ N 1 FEE CURRENT 1 Y/ N I Address 1 License # ELECTRICIAN COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y / N 1 Address License # PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address 1 License # l MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # I OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y / N 1 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 (3) 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. (NC upgrades over $5000) ** 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 (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..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 I, 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 1 understand that the regulations of other government 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 include but are not limited to: Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. 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 less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I 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 YOU YOUR LENDER OR AN ATTORNEY BEFORE FINANCING, CONSULT WITH BEFORE RECORDING YOUR NOTICE OF OMMENCEMENT. FLORIDA JURAT (F.S. 117.03) / /�i X07 CONTRACTOR OWNER OR AGEN l % /�i 2/ %� 1 '� ° N� Subscribed and sw• 4 to (or affirm') .efo - this I6 -14- o 1 Subscribed and s / •m to (or affirmed) befor: • - tiffs lQ c(a.� • NP -CO P by Jo1A" M. 6c. t -4 .2W by .T* Y✓l. Se ha S W io is /are personally known to me or has/have produced Who is /are personally known to me or has /have produced as identification. as identification. / - Notary Public 4f41. Notary Public C. mission •o. NOTARY P T TATS OF FLORIDA Commission No. NOTARY Pi1RLIGSTATE OF FLORIDA ;, • ,+s,, ,, " '' Suzanne Bahr Suzanne Bahr ' 4 - #DD5011 Name of Notary typed, prinE ' aid ]SS1OII #DD601110 Name of Notary typ ; S NOV. 15, ,o ' ,, trie NOV. 15, :MO 10 C BONDING Cam., : BONDED THRU ATLANTIC BONDING CO., !SC ; D THRU MANTIC DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS BUILDING DEPARTMENT I 4 WA[j /)f Se ,'Z4 L" have read and fully understand and agree to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc., where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one- family or two - family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a .building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. OWNER' S SIGNATURE 91%y)' /�Z� . DATE / /� /9 /OCf ADDRESS 38S 6.y4,., — 1 , - 4 PHONE 3- S29 - G' / 4 WITNESS PERMIT # Majestic Oaks RV Resort Site Plan Lot # 2 3 5 Resident J:3 NI'Sc_I- I i4- F sTAL.1- Date1 /fVI20 Phone #352-250 - (14' Make of Unit I- A; P.S Size I O K I G Year 2 <1)09 Contractor P R jj WI i x t I y-} GD c Phone # `b 13 t 7 - 7 72 All drawings will be to scale Scale ION rx pc, Nib " ©fak °r ye is d -d I d A/ (L Ffeee 1/41' (;:At ledu i A Iii . sk r 6..1' / L, 1 slx,d-,3- 10X I Q Si-i L D 'IL- 5 ' .?. I 2 I r J i , 3ct52,0 rHARI TL,fok IN STRUCTIONS SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS, ALL EASEMENTS; "RIGHT -OF -WAY ", JURISDICTIONAL LINES; Do NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE APPROVED�_�L. —.�. 43 G a DATE: t / 9 —C? ci NOTE: INSTALL ANCHORS PER MANUFACTUKER5 Details for Concrete Installations /; -;4 ['I, itc a „t< U p,,L, PECILIIREMEtIT5 SIMPSON "LSTA 18” 20 GA STRAP TIE FASTENED WITH GUSSET ANGLE SIMPSON (I 4) - I OD NAILS STRONG TIE HGAM I OKT FOG (7- FASTENERS PER MEIv113ER) (OR EQUIVALENT) SPACED 4 "' OC 5/8" DIA.x3" LAG 5OLT WIT 2" (4) -SD5 WOOD SCREWS 1/4" DIA. WASHER, 3" EMBEDMENT A449 x2.4" HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT (2) -2,G PRESSURE TREATED SKIDS (4) 1/4" x 3-1/4" ANCHOR 1 10 MPH WIND ZOND- ____ SIMPSON WEDGE -ALL 5/8" DIA. X 40" GROUND ANCHOR � WA253 1 4MG (OR EQUIVALENT) WITH SINGLE G" HELIX (MODEL #59060) FOR SOIL CLASS 3 'IC . ® 130 AND 150 MPH WIND ZONE �._ -.. 1 .,_- __ 4" THICK CONCRETE SLAB 5/8" DIA. X 48" GROUND ANCHOR 1 I WITH SINGLE 6" HELIX , (MODEL #59065) FOR SOIL CLASS 3 MIN. 4" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) I Details for Masonry Block Installations 3/1 G" GALVANIZED CABLE TIE DC>'A 'N ENGIrIEER NG PART SIMPSON "LSTA 18" 20 GA #5 1 555 (OR EQUIVALENT). STRAP TIE FASTENED WITH I IGHTEN 10 5 r 00 WS OF TENSION ,.;r (1 4) - I OD NAILS USE (3)-3/1 6" GALVANIZED CLAMP (7- FASTENERS PER MEMI3EK) TIE DOWN ENGINEERING PART 4 "x8 "x 1 e 5/8" DIA.x3" LAG BOLT WITH 2" #53806 (OK EQUIVALENT) S`LOCK WASHER, 3" EMBEDMENT A449 GALVANIZED OR EQUIVALENT O MPH WIND ZOND- 1, DIA. X 30" GROUND ANCHOR � 110 MPH WIND 20ND- WITH SINGLE 4" HELIX 5/8" DIA. X 40" GROUND ANCHOR (MODEL #59055) FOR SOIL CLASS 2 WITH SINGLE 6" HELIX ILO AND 150 MPH '/VIND ZONE- (MODEL #59050) FOR SOIL CLASS 3 1 4 ",8 "x 1 6" I 548' DIA. X 40" GROUND ANCHOR • 1 30 AND 1 50 MPH WIND ZONE- BLOCK" WITH SINGLE 6" HELIX 5/8" DIA. X 48" GROUND ANCHOR 1 --.- - --' (MODEL #59060) FOR SOIL CLASS 3 WITH SINGLE 6" HELIX SEE CHART FOR QUANTI (MODEL #59055) FOR SOIL CLASS 3 .11110. GENERAL NOTES (SEE CHART FOR QUANTITY) 1 . DESIGN FOR MIN 2.500 551 CONCRETE 2 ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3, 150 Ibs. AND ULTIMATE LOAD OF 4.725 it's.; ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION 'FILL 7010 ANCHOR AND MUST BE DISCARDED. ANCHOR CHART 3. CONTRACTOR, SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF A IT H 5>:B_ TT 3L, CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR MEETING SOIL ; •I : -�.� �;.r. CiASSIFICATIONFORSIZINGHELICALANCHORS. r7Jt211 /, - - i 11! - 91 1E ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 1 2" OF V 0 el;�,T v,,�.r +' CORIIER o u 4 5 ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES 4 AFAR'', FRCM EACH OTHER I v 4 ,T, THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD 53 0 r, REQUIREMENTS WERE SET. 3 14 - � , - - 7. USE T15 -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 5 I," WITH SINGLE 4' HELIX OR 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 6" HELIX 10 IO 4 Tr'TL SOIL CAPACITY FOR TIE DOWN 3/2" X 30" ANCHOR = 500 FT . LB. 0 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB '> 4 0 INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 0 0T'' 10 Ex TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND Io '4 1 ' - 51TE SPECIFIC SOIL CONDITIONS IO ', - . 1 I . MAXIMUM STRUCTURE HEIGHT 15 1 2 FEET 1 2. ANCHORS AKE FOR SPECIFIED SOIL CLASSES NEEDED LA 14 DESIGN PARAMETERS 1 . V.' Td0 DESIGN PER ASCE 7 -02 1- -4 , , 1' ' 2. DESIGN WIND 555E0 - I 10055 - 130MPH -150 MPH ' 3- WIND EXPOSURE CATEGORY' C C }. W FJD IMPORTANCE FACTOR: LO 45 ' 1, 5. ENCLOSURE CLASSIFICATION: ENCLOSED - 44 6. DESIGr) MEETS INTERNATIONAL BUILDING CODE 2005 $ FLORIDA BUILDING CODE _�4 I4 I -4 ; 2007 k 2005 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 I4 1, r 1 SOIL CLASS DESCRIPTIONS: 14 4 "9 4 a .. 50IL CLASS 2 VER7 DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, " _ 4 - COBBLES. PRELOADED SILTS. CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 14 550 +I59 - 4 4r7 5OIL C! ASS 3 - MFDIU1 DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 4 4 f, . „ 4 O AND CLAYS. A TEST PROBE TORQUE VALUE OF 350.55011,s -ui DESIGN FOR: LARK BUILDERS 409 DICKSON STREET �.0���. VIDALIA, GA. 30474 4 :: ::: tr Haney Assoc Inc. PROJECT NUMBER ■■■■■■� - O6EN224A .■■■■■ Engineering & Construction Planning ■l... DATE. May 2 t h , 2005 009 `I 1W Voce Su Street, a Y8, Pendleton, S.C. 2%70 - Pbooe: 864646.7610 Fox: 864446-7999 Sheet I OF I NOTE: TI115 PLAN hAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES NOTE: INSTALL- ANCHORS PER MANUFACTURER'S Details for Concrete Installations RFQU PITS SIMPSON "LSTA 1 8" 20 GA. . STRAP TIE FASTENED 1,VITH GUSSET ANGLE SIMPSON (1 4) -10D NAILS STRONG TIE HGAM I OKT HDG (7- FASTENERS PER MEMI3ER) (OR EQUIVALENT) SPACED 4" 5/8" DIA.x3" LAG BOLT WITH 2" (4) -5D3 WOOD SCREWS 1/4" DIA. WASHER, 3" EMBEDMENT 4449 x24" HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT (2) -2 *6 PRESSURE liviliffillM TREATED SKIDS (4) I/4" x 3 -1/4" ANCHOR 110 MPH WIND ZOND- -- SIMPSON WEDGE -ALL 5/8" DIA. X 40" GROUND ANCHOR III WA253 1 4MG (OR EQUIVALENT) WITH SINGLE 6" HELIX N (MODEL #59060) FOR SOIL CLA55 3 *j 30 AND 1 50 MPH WIND ZONE ..—_,_,__,_, 4" THICK CONCRETE SLAB II 5/8" DIA. X 48" GROUND ANCHOR t I WITH SINGLE 6" HELIX (MODEL #59065) FOR SOIL CLASS' 3 MIN. 4" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) 1 Details for Masonry Block Installations 3/ 6" GALVANIZED CABLE TIE Di �'Wrl ENGINEERING PART SIMPSON "LSTA 18" 20 GA. #5 1 55G (OK EQUIVALENT), STRAP TIE FASTENED 1VITH TIVHTEN TO 500 LB5 OF TENSION ‘ Al (1 4) - 1 OD NAILS US) (3)-3/I G" GALVANIZED CLAMP 1 (7- FASTENERS PER MEMBER) TIE DOWN ENGINEERING PART 4"x8 "x1 e 5/5" DIA.x3" LAG BOLT WITH 2" #53506 (OR EQUIVALENT) I LO WASHER, 3" EMBEDMENT A449 GALVANIZED OR EQUIVALENT 1 10 MPH WIND ZOND- 1 /2" DIA. x 30" GROUND ANCHOR �� I O MPH WIND ZOND- VITH SINGLE 4" HELIX 5/8" DIA. X 40" GROUND ANCHOR MODEL #55055) FOR SOIL CLASS 2 WITH SINGLE 6" HELIX 130 AND 50 MPH WIND ZONE - A_� (MODEL #59000) FOR SOIL CL5 3 I 4 "i,8 "x 1 6" f 5/8" DIA. X 40" GROUND ANCHOR 130 AND 150 MPH WIND ZONE ] BLOCK' WITH SINGLE 6" HELIX 5/8" DIA. X 48" GROUND ANCHOR 1 (MODEL #59060) FOR SOIL CLASS 3 WITH SINGLE 0" HELIX (SEE CHART FOR QUANTITY) (MODEL #59005) FOR SOIL CLA)5 3 X11 GENERAL NOTES (555 CHART POK QUANTITY) 1 . DESIGN FOR MIN 2.500 P51 CONCRETE 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3, 1 50 lbs. AND ULTIMATE LOAD OF 4.725 lbs.; ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. ANCI �1 tOR CHART 3. CON TRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH EXIT,TING CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR MEETING SOIL .4:- ^nr CLASSIFICATION FOR SIZING HELICAL ANCHORS. rulr Ill "; - 0 , (11 r -I. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12" OF wlr�n - ', t.; 1 ,'H M�., .� " : -r r.; CORNER 0 1_' , 4 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES e_ - .4 APART FROM EACH OTHER. v 6. THE AN CHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD )) C , REQUIREMENTS WERE SET. 0 14 , 7. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 0 I, WITH SINGLE 4" HELIX OK 5/5" DIA. X 40" GROUND ANCHOR WITH SINGLE 0" HELIX 10 lc -' O" 4 5 - TL OTLD 50IL CAPACITY FOR TIE DOWN 1 /2" X 30" ANCHOR = 500 FT . LB. 10 9. TIE`iTE 5015 CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB 0 �„ , 0. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 =O 5 , BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND ,O , 1 1 .. 517E 5PECIFIC 501L CONDITIONS c ,,0 , I I . MAXIMUM STRUCTURE HEIGHT 15 12 FEET 1_ _ 12. ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED �? ,. , DESIGN PARAMETERS 1 - W111D DESIGN PER ASCE 7 -02 = _• .. „ ,) ,. 2. DESIGN WIND SPEED - I I OMPH - 130M53 - 1 50 MPH 17 - ' o 3. WIND EXPOSURE CATEGORY: C 1•; 4 'A/51D 11v1PORTAPICE FACTOR: 1 .0 ` 5. LIICL0SURE CLASSIFICATION: ENCLOSED 44 1i 1,: 6 - 055105 MEETS, INTERNATIONAL BUILDING CODE 2000 4 FLORIDA BUILDING CODE 14 14 , 2007 4 2009 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 1, 1� ., SOIL CLASS DESCRIPTIONS: , a 4 5011. CLA55 2 - VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, 14 �� ,, CO55IE5. PRELOADED SILTS. CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 4 50 .50 +1E 4 40 , 14 a4 c 5- - I 0 11 t. .1 A MFDIU4.1 DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS la „_, 11D CLAY'S A 7551 PROBE TORQUE VALUE OF 350- 5501bs -1n DtOIGN FOR: LAKK BUILDERS 409 DICKSON STREET �� ∎•• •.. VIDALIA, GA. 30474 ■::::::ta1 Haney Assoc Inc. . ■•••••. PROJECT NUMBER - 0GEN224A Imeme■ Engineering & Construction Planning .Er... DATE: May 1 21 2009 •e 101 Vasa Street, Suite #8, Peadkfoq S.C. 2%70 • Pboe: 1164-644 Far 8644467999 Sheet I OF I NOTE: THIS PLAN HAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES Majestic Oaks RV Resort Site Plan Lot # 2 3 5 Resident Joi"i Sc_NA -F ,TALL. Datel / Et ( 12 :o9 Phone #352 250 - C2i44 r Make of Unit L P-RK Size J O X O Year 2 00 9 Contractor . R j ■ i4 on N t Phone # . h -- ( 7 - 7 7 2 All drawings will be to scale Scale Itc I Ex P;� NI i) vAk71-4_,t`L' I l I ° O)( 14 SHED (-)K _ 1 r).,., i Z' uj 4 RV 1 0 ! d PAT) i 3(452.° c NraRI L Ke { i INSTRUCTIONS OW ' EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS, ALL EASEMENTS; "RIGHT -OF -WAY ", JURISDICTIONAL LINES; Do NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE Il k 0 ED: _ rk .ti= ` 7 -1 , � DATE: / f --e . r , 3/3/20092:31: �.. I . • '>i� -0 '96', il 12 AP R k y - K �rFi �o z� o C ®\ rn ICI o -3 a o o 6 1 z = id / IL WORK SHALL COMPL _ N m '� N G � N - p D r rn _ REVAILING CODES. 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