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HomeMy WebLinkAbout10-11309 CITY OF ZEPHYRHILLS 5335 - 8TH STREET 11309 (813)780 BUILDING PERMIT Permit Number: 11309 Address: 38145 15TH AVE ZEPHYRHILLS, FL. Permit Type: ACCESSORY BLDG. Township: Range: Book: Class of Work: SHED INSTALLATION Lot(s): ns Block: Section: Proposed Use: NOT APPLICABLE Subdivision: CITY OF ZEPHYRHILLS E s Sgu Parcel Number: 11- 26 -21- 0010- 00800 -0070 Estt. . Val : lmprov. Cost: 2,876.25 Name: MEALS ON WHEELS Date Issued: 1 2 " "{ �.0 Total Fees: 75.00 Address: 38145 HYRHILLS, FL. 33542 Amount Paid: 75.00 Date Paid: 12/14/2010 Phone: (813)782 -785 Work Desc: INSTALLATION ALUMINUM STEEL SHED 12 X 16 - a 1 5.•t •T jJ 9_,+. vckx\-' 0 ,,C ,, , 23 A Ali � SHEATHING FINAL 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 l condemned w ready resulting from faulty construction c) repairs or corrections not made when inspections work not accessible. permit not inspection when called e) pe po sted on job site f) plans not at job site g) 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 agencies. may be additional permits required from other governmental entities such as water management, state agencies or The payment of inspection fees shall be made before any further permits will be issued to the person owning twice for "Warning to owner: Your failure If record end to obtain financing, consult with your lender or an attorney improvements to your properly Y before recording your notice of commencement." 1 .w0 PERMIT O CONTRACTOR SIGNATURE PERMIT EXPIRES IN 6 MONTHS WITHOUT HOUR NOTICE REQUIRED CTION CALL FOR INSPECTION PROTECT CARD FROM WEATHER Pasco County Parcel: 11- 26 -21- 0010 - 00800 - 0070 001 Page 1 of 1 I Data Current as Of: II Weekly Archive - Saturday, December 11, 2010 I I Parcel ID II 11- 26 -21- 0010 - 00800 -0070 (Card: 001 of 001) I I Classification II 17 - 1 Story Office I Mailing Address Property Value EAST PASCO MEALS ON WHEELS INC Ag Land $ 38145 15TH AVE Land $37,380 ZEPHYRHILLS FL 33542 -7443 Building $50,746 Physical Address Extra Features $2,542 38145 15TH AVE ZEPHYRHILLS FL 33542 -7444 Market Value $90,668 Legal DescriDtion (First 4 Lines) Assessed (Non - School Amendment 1) $90,668 See Plat for this Subdivision ' Taxable Value $ CITY OF ZEPHYRHILLS PB 1 PG 54 LOTS 7 -12 INCL BLOCK 8 OR 1259 PG 1310 I Land Detail (Card: 001 of 001) Line II Use IlDescriptionll Zoning II Units II Type II Price 11 Condition II Value I 1 11 1700 II1STORY OFFII 00C2 11 7,000.00 11 51 11 $3.00 II 1.00 I) $21,000 I 2 11 1700 111STORY OFFII 00C2 11 14,000.00 1) 51 11 $1.17 11 1.00 II $16,380 I Additional Land Information I Acres 11 0.48 II Tax Area II 30ZH II FEMA Code II X 11Commerical Codell M8ST2AA 1 Building Information - Use 17 - Offices (One Story) (Card: 001 of 001) Year Built 1983 Stories 1.0 Exterior Wall 1 Aluminum Siding Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Plywood Panel Interior Wall 2 Drywall Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 1.0 1 Line 11 Description II Sq. Feet U Repi. Cost New SPA 11 780 11 $39,051 1 2 1 AOF I1 360 11 $21,204 1 3 11 1) 315 11 $5,596 1 4 1 FST 660 1 $19,437 I Extra Features (Card: 001 of 001) I Line 1 Description I Year 11 Units II Value I 1 I UDU -M 1 1998 I I 1 11 $280 1 2 11 PAV A P I 2010 11 2,394 Il $2,262 1 Sales History I Previous Owner 1 N/A 1 Year II Month 1 Book /Page II Type II Amount 1 1983 Il 06 1259 / 1310 1 1 $ 1 1983 11 03 1 1244 / 1570 1 1 $80,000 1 19 80 1 10 1 1093/1047 1 1 $ http: / /www. appraiser. pascogov .com /search/parcel.aspx ?sec =11 &twn= 26 &rng =21 &sbb =... 12/14/2010 4,4* .� csa id ., .-:_. d .0 ' ti � / � Y f I %& City of Zephyrhills BUILDING PLAN REVIEW COMMENTS (' om r., , G� �r!? l /..€4 01 / /L Contractdr/H Date Received: / - - / Site: t / 'r- /5 Permit Type: /. >? /6 (6e1-0/44.-ktuf L5A4-eL '` Approved w /no comments: Approved w /the below comments: ❑ Denied w /the below comments: ❑ This comment sheet shall s kept with the permit and/or plans. J - - id Kalvin S U tz Pl y xaminer Date Contractor and/or Homeowner (Required when comments are present) 813- 780 -0020 City of Zephyrhills Permit Application Fax- 813- 780 -0021 Building Department • •) 9 c 's2 -T t # 13 Date Received / -�- - ` Phone Co fo Permitting ;`5.1 , ,, _- _ _ Owner's Name / sf C4 ,/ Q.�6 0A) (�C��. .r Phone Number Ei3/3 7 '2- 795 7 Owner's Address I39/45 / ,) , Z ,33.5-9-2-- ( Owner Phone Number I Fee Simple Titleholder Name . i I Owner Phone Number I Fee Simple Titleholder Address I JOB ADDRESS 3 $/`'/5 7 5 - Z /-7 3 35 j T LOT # I SUBDIVISION 1 J PARCEL ID #I (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED I I NEW CONSTR ADD /ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE I I SFR i ,.r COMM I I OTHER i TYPE OF CONSTRUCTION I I BLOCK I ^ BLOCK F RAME i I STEEL I IA r I � DESCRIPTION OF WORK I �,7 -1 - aG(.L%17 ql 3' E � I BUILDING SIZE I / i? i X 1 6) / I SQ FOOTAGE' /9cg 1 HEIGHT I I 1 ' ✓'BUILDING I$ "I" 5 7 7 4.., ;1 , I VALUATION OF TOTAL CONSTRUCTION �/ 'ELECTRICAL $ AMP SERVICE I RVICE 1 1 PROGRE NERGY I' W.R.E.C. i _ _ - -, _ . /?‘. _ . t, 0 v_ ii , ij4> 'PLUMBING I$ 1 i 'MECHANICAL I$ l VALUATION OF MECHANICAL INSTALLATIO 'GAS I I ROOFING El SPECIALTY I I OTHER FINISHED FLOOR ELEVATIONS FLOOI ONE AREA 1 'YES NO V 11 l BUILDER SIGNATURE I � �,,,` / COMPANY iv Cle • REGISTERED I Y/ N I FEE CURREN I Y/ Ni I I Address I I License # 1 I ELECTRICIAN I I SIGNATURE I COMPANY I REGISTERED 1 Y / N I FEE CURREN I Y/ N I Address ( I License # I I PLUMBER I COMPANY I SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address I 1 License # I I MECHANICAL I COMPANY I SIGNATURE I J REGISTERED I Y/ N I FEE CURREN I Y/ N I Address I I License # I I OTHER I COMPANY I SIGNATURE I J REGISTERED I Y/ N J FEE CURREN I Y/ N I Address I License # I I 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. (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 (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C 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. rstands TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY o FEES: T of new de b g u of that Transportation Impact Fees and Recourse Recovery Fees may apply 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. work CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as a the amended): I Construction of Len is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of 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'SIOWNER'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 QJStrl'a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to Ae..stance 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 government agencies may apply to the intended work, and that it is my responsibility to id actions ntal Protection-Cypress Bayheads Such Wetland include d A eas nd Environmentally lt De - Department It o o f Environ Sensitive Lands, Water/Wastewater Treatment. Bayheads, Wetland Areas, Altering - Southwest Florida Water Management District - Wells, Cyp ress Y Wa1E ibill ,i - Arri ;, otpeip f ngineers- Seawalls, Docks, Navigable Waterways. - Depatti, ►t, 4 a Q 4Heaith & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, 1 ' Sep +�e;;r ,, - US gri3irtn)iibntal 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 owner t d ve r se l cited affect d for adjacent properties. If use of fill is found to adversely affect adjacent properties, the 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 that permit may be equ perming 'ired for conditions electr electrical forth this affidavit prior to commencing construction. plumbing, ed shall wells, on air to be a license to other the work and not as authority to violatee can cel, alter, or permit aside an y ro i s i o con strued to be a fter set asde any provisions of the technical codes, aviolations of any codes. t issued shall II become inng Official from d requiring a correction of errors in plans, construction oorized by unless the work authorized by such permit is commenced f sx (6) fter the t m thetworkasccommenced. A e, or if work ext ens the permit is suspended or abandoned for a period ( ) months 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 COMM N ME T F AY RES G ULT N CONSULT YOUNTEND PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU I WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) r / ' � / n L CONTRACTOR bibed and sworn to (or a ib & AGEN,. , aW ed) � S before me this — -uu scnbed and SrNOri�o , aif�r ed) b- •re a this j_e:: by .. - ‘ 5 by Who Is/are by known to me or haslhave produced Who Is /are personally f own to me or has/have produced as identification. � i as identification. - - - - -_� Notary Public :Aar .g " BOBBIES. SWETLAND Commission No. Expir February 22, 2012 rioted or stamped 1 MiA SJCA'al t:Nill Name of Notary typed, p • CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER c JOB LOCATION 3: '� PARCEL I.D." # SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SE SETBACKS D riveway 1 D riveway p Current �/�� +� E /// r� Shed 7 —L A ti 7 8x10 !C I ITY OF ZEPIrki f Main Building ■ S EXAM U . - -- - (-) * Proposed New Shed 12' x 16' approx. 70' . I WORK SHALL ALL VAILING ()ODE 1NG UTILITY BUILDINGS $ $ANA MUST SHOW SIZE & ' 1� e DtNATIONAL' CES FOUNDATION INFOR— n�EPI�' MATI ON . Dumpster I I / . ( NOTE EXAMPLES 1 & 2) STREET - 71'44 ' 1. SETBACKS FOR R1, R2 ZONING 60' 2 • SETBACKS FOR R3 ZONING 60' 10' —P g 10 • R X O I 10' P S 10' 10' EXISTING 10' Q T 140' S I 140' E N D G PROPOSED 20' 20'SGL FAM 30'DUPLEX FRONT PROPERTY LINE FRONT PROPERTY LINE • • _. EAST PASCO MEALS ON WHEELS, INC 5222 05/631 PH. 813-782-2793 38145 15TH AVE ZEPHYRHILLS, FL 33542 A-E' / C Date Pay to the (Ci ° %��' Order of �- '' t 1 �� ,1�J��GG' / . _�`it /tom /O �(s _ `.lam/ / � ./ i � � -- -` ■ , Drill rs n =v FIRST COMMUNITY BANK -OF AMERICA ZEPHYRHILLS, FL For 12-X14o 5cv .! E 1 llcrLs1 1:063 LO L00008136 5222 //;'"'YJ�`v Z4..-- Harland Clarke GUARD N ' SAFETY® BLUE • Bobbie Swetland From: RJ Keetch Sent: Friday, December 03, 2010 10:07 AM To: Bobbie Swetland Subject: 38145 15th Bobbie, I'm fine with the accessory structure at the above address. RJ RJKeetch Assistant CityPlanner /Economic Development, City of Zephyrhills, Development Department (813) 780 -0000 x3535 (office) (813) 713 -3948 (cellular) hits / www.ci .renhvr hi11s t1 us/ httn://www linkedin.com/fn/rikeeich h ttn : / /ww w.facebool �cn», (type ° Zephyrhills Community Redevelopment" or "Zephyrhills Economic Development') 1 • • • 111 I U 1 11111 111E 11 1111 1111 11111 11111 11111 11111 11111 1111 1111 • 10176995 • CITY OF ZEPHYRHILLS PB 1 PG 54 LOTS 7 -12 INCL BLOCK 8 OR 1259 PG 1310 • • Rcpt:1340634 Rec: 10.00 DS: 0.00 IT: 0.00 NOTICE OF COMMENCEMENT 12/14/10 K. Garcia, Dpty Clerk • Permit No. /1, / / PRU S.O'4/10 NEIL12,Ph.D. m PRSCO 1 CLERK of & 1 COMPTROLLER • • • 1 :01 Property Identification No. OR BK 8485 PG 9 5 • . THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property (legal descr ion) 1 / ~- 6 GR / — 2 /0 - QQ$ - D p 7D a) Street Address: 38/�S • /5" , 7�O /-/z i / 5 ) Z- 2.General description of improvements: %T )c • 3.Owner Information a)'Nalne and address: S T4g C-17 o4) ��� • ✓ /�`S / / a-tit b) Name and address of fee simple titleholder (if other than owner) Ze fI/3tJ, r �� �!� s Fr_ �`�� YZ S c) Interest in property 4.Contractor Information a) Name and address: Sr4�1� • • b) Telephone No.: Fax No. (Opt.) • 5.Surety Information ' a) Name and address: b) Amount of Bond: c) Telephone No.: N Fax No. t. 6.Lender (Opt.) a) Name and address: ' • • • Phone No. • 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: • a) Name and address: • b) Telephone No.: t • • Fax No. (Opt.) 9.Expirati ified)on date of Notice of Commencement (the expiration date is oneyear from the date of recording unless ffer a different date is WARNING TO OWNER: ANYPAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, . FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 1. NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TAE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE L'OMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. rATE OF FLORIDA • :OUNTY OF PASCO i 4 • S . , re of Owner or owner's Authorized Officer/Director/Periner/Menager f?M' Z— Print ame • he or g instrument was acknowledged before me this J� da of -�-� /� „2>� as Y (� , 20 �, by (` ",�I /� 1 fact) for (type of authority, e.g. offjr trustee, attorney • • (name of party on behalf of whom instrwnent was e, Wed)" ersonaily Known Notary Signature % OR Produced Identification �,/ ✓��r� ype of Identification Produced Name (print) h? , 73 ft 4. �--r2-4 �� • erification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declate.that I have read the foregoing and that e facts stated in it are true to the best of my knowledge and belief.. A .. BOBBIE S. SWETLAND • Ci j .0"/ i r im RMS /NOf i Commission DD 734406 Sign . of Natural Person Signing Above " Expires February 22, 2012 • ' „'' ' Boded 'Nu Troy Fain Insurance 800•3857019 • • • . r ,. ,. } ; tt A, COUNTY OF PASCO T t ' ; M IFY THAT THE FOREGOING IS A THIS i ,� i d� C:,ER G DOCUMENT _, ON F A.P+ D CORRECT COPS' OFIHE =, ON FILE OR OF PUSLIC IN . THi`',�F IS`ICE - oFFICiAL�4... WITASsv! HAND A (j _�� UAY OF G OMPTFCO ' PAULA S. C�EFtK -. DE °C CLERK NOT 'NSTALL ANCHORS PER MANUFACTURERS Details for Concrete Installations I 04/01/2009 ! Plan Update Wth Detail Updates REQUIREMENTS SIMPSON °L5TA 15" 20 GA. GUSSET ANGLE SIMPSON STRAP TIE FASTENED WITH STRONG TIE HGAM I OKT HDG (I 4) 1 OD NAILS 1 (OR EQUIVALENT) SPACED 4 OC (7- FASTENERS PER MEMBER) (4) -5D5 WOOD SCREWS 1/4" DIA. 5/8" DIA.x3" LAG BOLT WITH 2" x2Y2 HOT DIPPED GALVANIZED WASHER, 3° EMBEDMENT A ENT (2) - 2x0 PRESSURE GALVANIZED OR EQUIVALENT TREATED SKIDS (4) 1 /4" x 3 - I /4" ANCHOR "' " '% %!r .S;.zr - I 10 MPH WIND ZOND s % % %'�" -, = % /,, '" : SIMPSON WEDGE -All DIA. X 40" GROUND ANCHOR r re WA253 1 4MG (OR EQUIVALENT) 5/8" p�� WITH SINGLE G" HELIX _��)� ® (MODEL #59060) FOR SOIL CLASS 3 \ /�, v 4" T HICK CONCRETE SLAB 130 AND 150 MPH WIND ZONE \ :�' s 5/8" DIA. X 48" GROUND ANCHOR yv %y ,� �V Av ; ,,';'/ WITH SINGLE 6 HELIX :/. .. �-; % / '. (MODEL #59065) FOR SOIL CLASS 3 - .' �` MIN. 4" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) % \" Details for Masonry Block Installations 3/1 G" GALVANIZED CABLE TIE DOWN ENGINEERING PART #5 1 556 (OR EQUIVALENT), SIMPSON "LSTA 18" 20 GA. TIGHTEN TO 500 LDS OF TENSION STRAP TIE FASTENED WITH (2) -2xG PRESSURE ( 4) - I OD NAILS USE (3) -3/ 16" GALVANIZED CLAMP TREATED SKIDS (7- FASTENERS PER MEMBER) TIE DOWN ENGINEERING PART VV #53806 (OR EQUIVALENT) HH 5/8" DIA.x3" LAG BOLT WITH 2" `�' i WASHER, 3" EMBEDMENT A449 \ \ / � � ..xx8 "x 1 -7, 1 10 MPH WIND ZOND ---� � / \ / /\/ ' �� GALVANIZED OR EQUIVALENT .;,,i1 I/2" DIA, X 30" GROUND ANCHOR /1 \ - \ / ' BLOCK ��, /\>:-\\>>\ /�� \ �\ 1 /,5 WITH SINGLE 4" HELIX / / / ✓ �i ' I I O MPH WIND ZOND- i " - " (MODEL #59055) FOR 501L CLASS 2 5/8° DIA. X 40" GROUND ANCHOR /, �, WITH SINGLE 0' HELIX - 1 � � � 130 AND 1 50 MPH WIND ZONE - \ � 5/8" DIA. X 40" GROUND ANCHOR �i . j % (MODEL #59000) FOR SOIL CLASS 3 ''',..,`\' • WITH SINGLE 6" HELIX ‘,7":-',C''' \\ ''po \ . �� 130 AND 150 MPH WIND ZONE 4 K8 "x I `6`�. • w (MODEL #59000) FOR SOIL CLASS 3 ',!,.\\ /\ \/ . '` BLOCK ; " ' z 5/8" DIA. X 48" GROUND ANCHOR \ ; i l i '• (SEE CHART FOR QUANTITY) /j j f '•' WITH SINGLE 0" HELIX �' ' �; / \\ % \/� i (MODEL #59065) FOR SOIL CLASS 3 % > i /;, GENERAL NOTES (SEE CHART FORQUANTITI� " 1. DESIGN FOR MIN 2,500 PSI CONCRETE ,/, / /t 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3,1 50 Ibs. 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. 3, CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF ANCHOR CHART WITH EXISTING CONDITIONS, CONTRACTOR IS RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING HELICAL ANCHORS. � HO MPH 130 MPH P0 MPH 4. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 1 2 " OF ruat�111a 6 1 AX) 4 _ " "Z g wron L�N�rn <n CORNER 6 12 �-6 mocKS u ms . ( w Aviator-. EACH cm.) 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES e 7' -6 2 4 7 2 APART FROM EACH OTHER. 8 6 i' -6" 4 0. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD 8 10 ' -6„ 4 REQUIREMENTS WERE SET. 8 12 i' -6" 6 8 14 7. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 8 16 ; • - 6 , 6 5 5 5 6 2 WITH SINGLE 4" HELIX OR 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 0" HELIX 10 to 2 2 5 8, TESTED SOIL CAPACITY FOR TIE DOWN 1/2" X 30" ANCHOR = 500 FT . LB. 5 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB 0 O 6 6 _ -2 1 O. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 14 i O 5 5 BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND 10 16 0 6 2 5 5 5 10 20 7' -0" 6 2 5 5 SITE SPECIFIC SOIL CONDITIONS 10 so 24 7 O'` 10 5 4 4 4 1 1 . MAXIMUM STRUCTURE HEIGHT 15 12 FEET 10 50 7'- 0" 17 2 ' S 1 ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED 12 I` 6 -6" 6 DESIGN PARAMETERS 14 6 _ _ 5 12 I6 6' 6 2 3 5 5 1. WIND DESIGN PER ASCE 7 -02 12 20 6' -6" 8 2 5 5 5 2. DESIGN WIND SPEED - I I ()MPH - 1 30MPH - 1 50 MPH 12 29 6' -6" 10 4 4 4 3. WIND EXPOSURE CATEGORY: C 12 6' 6" 12 y y 4. WIND IMPORTANCE FACTOR: 1= 6' 6" 14 ti 6 I .0 12 10 6 -6" 16 7 7. 7 6 12 44 0. DESIGN MEETS INTERNATIONAL BUILDING CODE 2000 d FLORIDA BUILDING CODE 6 6 16 7 5. ENCLOSURE CLASSIFICATION: ENCLOSED 2007 * 2009 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 12 50 6' -b" ip B 14 14 b'_6,. 12 4 5 5 SOIL CLASS DESCRIPTIONS: 14 16 17 4 5 5 5 19 20 6' - b" 16 q 5 5 } SOIL CLASS 2 -VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, 14 24 6' -6" 20 4 1 1 4 COBBIES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE 6 6 -6 24 4 y 550 +Ibs -in TORQUE VALUE OF 14 '�, 6' -6" ZQ q o 6 ` 14 40 SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 6 52 4 52 4 AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 550Ibs -in 14 44 6' -6" 14 50 6• -6�, 56 4 8 7 7 i DESIGN FOR: LARK BUILDERS 409 DICKSON STREET _nith VIDALIA, GA. 30474 mmint Haney Associates, Inc. PROJECT NUMBER - 06EN224A amm. . "1 Engineering 8z Construction Planning DATE: APRIL 1 st, 2009 �r IN Vane Street, Suite N, Pendleton, S.C.29670- Phone: 864-646-7600 Fu: 8666/67999 Sheet I OF I C r T // r <. 9 / 17 ,Y .STAT:_'>:as ; (. if %... Y. .0 • NOTE: THIS PLAN HAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES ' . , Lk, 4I s1 164 ` - tH111 2/26/2009 4:14 .• N :-- �'z h\i } 0 1 111 - * N ' rnrn - M o: -1 -- r' �' , . 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C° ''\ . �� ri N O � p� N -x N p �' '-- r J / 4 r � � O O D �.r n0 <C � 0 p p N O i i T < � a I 2/26/2009 9:54: —' 1 J 1 3 1 rn q' -I" MAX (SEE CHART 2 /A- r � D I Z I a ---....IIIIIIIIIIIIIII.um ttt i 12 ► = (li ®© l' -O" MAX. 41ID it 6 0 m�z ul m ( D ri ° C r = o 0 I z mz 0 3 H111 o mo i 7 � � r cis X - 0 N 01— '6, • �� Y 6 , Cc cu = rn = l' rn °- 0 M 73 O Q c -� ■•■% X Z CI PI - Z 1 I 4 --- IF V rn M \ A N 40 O O >. C O \ D 3 T \ F P -o" MAX. P Z ® r § 41 y -is. ( O 1 4 y rn 0 3 - -- RI kil 1111 > z o � ---1 , k _ = X - -- > 1 — ; = \ > 1r z -- _V O D rn Z r O Y � i.� Z r --irn - -__ Eri 1111 --I . I> O r w �, --I c - 2' MIN, 00 1 Z // rn a \ P , 101 , - I N n g:Z co co : i (5) Z = Z Vs N ) 7 .s > co D. / Uf: oN 7 0 o ,Z F� r `d® , °I 1 , <• ... , dt\ .. ,11 0 7a n T 0 I l lllll` * `���' - Il l%l�....• 0 1 ! r 73( 1 F i Y. 2/26/2009 9:5 —.- -. . D °rn� n 0 , , ' 0 n .--24%, -n P 2 oz 9 `� c j 3— Nj 3 pi i O� 0 nn 0 9 o- ,�a 3 <rn Q J+ N Ai 1-1.- r O ` / z = 1 SO'(fl'P.) K ■ 1 ;11 _, -. 1 T ■ ocZ� O z p su = �,a p 'T)` H r \ — — N O 2c) D N 1, 0 V "' : N r- rn -7-1 In 'r c� c . drA ri @ kr u� ON to y p O ?t L.... ' ` d ul u-) Z 0 v C) p z rn � ���a��....` '� C1 c� 0 \ �rn p0� rn c) II rn ■ iii 4s. 0 z r m Allprawswww■v > irMIII■■ R x rri M = -1 ' ...." (11) _, 111 -- rt - -* ..,., , ..,,,00k.%10. a .. RR�cp N O v P. 3 0 „' F • 0 •- t i � D rn rn O 1.) 0 _ o ;,-; . ' _ ' ?r fa r ? � . • � ;` M� 1 3 MIN O � 111 U1 2 (.5) s . i'al � � • rn . J - - Il∎ X D � v� � • , ,, N 47 o: 3 \ cs, --I of a f . , c3; - ___i 3 c 0 t om ' D 0 2 t «- /�: 3 A 70 I C) 2 't � tJn^ i* ` Z kv\ WI Z � 11 d (.11 p� (Jl 8 g <�b •ea+va <' O 4 2 0 2 a D Al 2 rn (No. 0 rn ` 3 y rn R r z 0 r- _ Dr pD 2 N rn � � ► cu rrt v 7II u' ° ���r \ rn 2 1,11 O� r � t.3 0 -0 rn Z 3 O Z sa -+ --'+ D o 3 �` Ill 1 i 1 D § F— DN Y �� � �O -6 D Dx r A' rn 0 "' O 2 o t11N -< ul >_ rn 0 -, D 7t �' p U in 1 11.1111111V u N _ 0r O n Z 3 O i o & 1' 2J C C n m n 2/26/2009 9:54 3 CJ KT) I Dx §rn/ w II A D aDi D q'-I" MAX rn 4* - o - 3 z (SEE SHEET 2/A-0 \ N niiOrn�! \ rcti • P A , o 0 --< 1--- i, ,,,, tv 1 6 -0 rE - r Q > l a rn >' D 41/ � �Xi 7 MAX i A D ti - II n N 6 � p y ji n4'A 2 cn -a I to 1 f11 rn 7� 0 r 0 O a` rn 3 ! � i X J g g -. z \ -=0O 7- 0 \ — 111 m z 0 > m_ r r ,: I � rn � /`f; ';_ N OO D i c N O N z -0 I` V::' C-12 .P b PM j _I C 0 u) N _ .. - a k q ' -I" MAX * x C, H -0 f (SEE SHEET 2 /A -I) 1 D_ ni rn D _ - r- is Q C� z R -z zD 3 r O D w r= P d �.urr.)- Z nr= CD 02 rn -i D� (Th --•_, M lI1 U.3 GO O n 0) z 0 u 3 0 rn 0 O tidy N � cu rn r mo D N Arn 3 � I d� >0 D r r, D U, c n r 111Z 43 M I z A pU rnOO �r Z0 w � ` _ � O —7- r wN -- C 1 0 11 Il ly yzO�� 1 rn - -0 III N - r 0 -. z n 0 r� D O Vrnp�mD �p z �3 D rnD iz O r A) CO - z tr 0 Cl- - n - 0 (n D AI O� Ilf, • r -it! 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(-5) p _ ill* 0_1 -- n 0: i 6 _1 z= —_ =t • Z rn D 1 � _i Nx X O Ul Q y II 1 N 7C 0 y� m I X CD 73 3 D O , r i �:.Z U728 n : Z A z rn • , 0 : n) A ,, p � � N zd ° ° ° s -. 9 O ••t rn _ i 0 T _4! ,•_, ,_o wo -- III rn rn,zOj p 0� • " 11 G � O � � x C u-' O rn 171 I r - O - -� O =zU1D rn n r 3MD xx Ox -i rTi— P ° ®1 D rn °�� zrn z N j Z D D it] rn 4N _ O� u ' t 3 V z �' _ 0 rn„�C�j u 73 0 D (P— Cl rn 0 � 7 u '(n ri rn Li 74 m0 n X Vg.ri1ikr'; 71 Firm X t O �� w —• A Ai i . -0_ 1 z� O > II .. ___ _143:: - 2 10 13 N z II ........ . T p�`� ii. 73 --I X D NJ CD 11 rn O x co t� D �= Cuc�O _1-Ii> rn x �7Xxrnx r-x � Oa _� 0> - rn C1CA -K D � = O -4 rn 0 0 � O C1GOi - 0 ON rC�r - ( J. ) rn � G� 3) 1 ��� - 1 - CD Orn t> _CD Oy O 0 - ? C z _v_ c -t �D� ,��.. .. ti °t° rn dN.i_ - 0 rn �N p __8 - r- rnrt O - -I -I Ds ��0�' A'•0'2# 9!: sc N � D � X 0 N rn -�cuN z O O d rn 3 Z p GI 71 r rn : E C r el rn m n' 2/26/2009 9:54: . 0u)zu)N z c rn y _ �hJ p I rnr - D rn r N rn rn I O zp �D�rn 0zto 73 rn z yzc)r - o \ p ONZ =O \ k-3 O z �© r4 0- - o \ O �rn > I :J <- L1 rn O - CD C < N o N 0 r _ 4 �, M < N r U - r- o - 3 O i< �i1 vD 71U'c 6 — y 0 > MVD I 1 rn rn U� >z < "' U� zr � z A �r r . . z 1 I \ o 1 ---- 1_ -{ z To � 3r I � D N r \ ° � ni > 9 ' 1— • I/2" MIN. 0 CP J 6 N ° u' p rr- � -ii CJ 3 , 3 ° 0 N O rn p hl o Z rrt I rn o 3° , N_ 0 N O 0 0 0 d d i 6 1— 73 > = 2 I y - 0 k.„ ^2 M pN O u' 1 - ix • zN „D3 7J 77 G -- uD- �1 uJ C) 0 - o O 0 (s p �� DOX z rn - = N N ON rn bo �0 00�- cp0 z D Dui � d y � U c2 0 c33 0 D (10 =p X0730 r C�C1 rn # U r ' C1N N � tv D D 1 n r X-1 z rn o '- rn 0 H -1 H = K) O N 4' -K = -.4111kgelia\ O O 0O D a >. p o X o 33 -n n r u, N -i CM -A d� -±------' CD O dd Drn C4 .c 0Z ril C A u �rn rn p ` c�D O rn- 3 o rnx Vi 7,4 „. 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H (51(11 73 � � c �D �� nxcn� 0 rn x z z = i H D rn { c rn X '° ^ -N -1 < a o r7 O ci 4 c I 2/26/2009 9:54 II II s" A'Y FR 0 V 6 t ' • 3 : - n L' rn U i acf;m aaw �• ;o i C � a • l fll +$ i. 44% Ai • .. ..• . . A z o N e - '6 � . 4/ � • �' m + ` 6 . A 0 9 / ,' , \ \ c; -)3 - K<', 9 . --- ;--3; - <>"'_ . 5 ,-,:' ' ....„ m tl.`tc-); V• ( l �` 1 j Q ' \ TA • sia @ A _ II p T7 D N o ``, •,•,` • rn0C\c N CO 3rna pc rn O t.� 3 co , - t X Z rnr- N C,� 0 �7-t u i - ZN 111 rn � stern - Drn N sn ® 2 \ 1 H • � i N D e 1 O Xdd y j ___ • v._ m6- 00 rn ��� o i ___) - n � �/ 7l1 r Qu -1-..•°°0-1 " ' = oz-0 � � 01 d p �rnc =� O > 11 1 - F NZ rn (5) NZ .■ Q 0 z r ° ° cn rn t l! � x 73 Z U'D ��-i0z . Orn� - A rntuN � 4� fir rt n O� i z rr o N D tom / r- M D0u rn -{ - 7 = 0i / C7 _1 D � � S rn Jp c, z z0 O t� -1=.. U' C7 � U' � z 0 D rn r- rn - I O z z 0 u, = 0 H li r D 0i O U ' O rn rn 0 O n - rn O I • rn o rn U t - a D c� �i • / O` D r-r • z � ' rn � iz z -i z O < 0 (5) 0 . 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