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HomeMy WebLinkAbout09-9161 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9161 BUILDING PERMIT ..fi. xs.. 7 '� ''. �' ,� �- �' (��t" ,'`.�a. a °`.a • ? �i a c f s ff + '? t' ffi Permit Number: 9161 Address: 4851 6TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 14- 26 -21- 0010 - 01500 -0010 Improv. Cost: 5,000.00 :ti : 1 77NMettci. Date Issued: Name: RENI, THOMAS & JESSYMOL Total Fees: 82.50 Address: 4851 6TH ST Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542 Date Paid: 5/28/2009 Phone: (352)238 -0437 Work Desc: INSTALL 12 X 24 WOOD SHED OWNER BUILDING FEE 82.50 C e 4 , ), A MI AM:; ;Z ,_ , a a ^ ,k : u FRAME �� 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 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 record" g your notice commencement." j rip 4 4 it. , CO RACTOR SIGNATURE PERMIT OFFI �R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER JR { � :L4...„, ':.;:. r i iii City of ZephYrbills NTS • B UI L DING .PLAN Raw. Contract omeown _ b Date Received: 9"!/ 0 - Site: " �. y • t T : e below commentr permit Yp Denied w/the comments:❑ Approved w /the below comments: A i ��� / P ! l it • %.� , � / %/ °' .6., 1 , , Aciela . I 1 I . t and/or Plans. . b e kept with the perm This comment sheet . ontractor and/or Homeowner .,-1 Date (R when comments are present) Ka1 ` •tzer — P •. xammer . ■ CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9161 BUILDING PERMIT $ T:" . §' a17 7::113 V-L m6 t e t %` k , Permit Number: 9161 Address: 4851 6TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 14- 26 -21- 0010 - 01500 -0010 Improv. Cost: 5,000.00 Date Issued: Name: RENI, THOMAS & JESSYMOL Total Fees: 82.50 Address: 4851 6TH ST Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: (352)238 -0437 Work Desc: INSTALL 12 X 24 WOOD SHED 4;17' 's : :_' °, ,. , ,ti ; W AZ: S y r a €Whitt!° OWNER BUILDING FEE 82.50 M�4 s e � s� � �` y Tas aF. FRAME 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 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 A 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 kcito( =, Date, Received " ! o ) ) --0 Phone Contact for Permitting 3 - GAD Owner's Nance J SSy M ©L. g E - --6 % HOnf '9 s Owner Phone Number ( - 7 S' 2 .g 2-4 Owner's Address 1 OL / 7 % f /)f > bX U-1,11)/ 7.44P6' Owner Phone Number u 2 - c-‘ o Zt g Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address / /� 1 JOB ADDRESS /10 ef4S r 6 fl L 6Pi -1 aC i>✓ ILLS rC 3 SSA -i2-- LOT# 1 *f Z SUBDIVISION PARCEL ID# " ZG " 2 / f5 °I (7 45-0 a (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT n SIGN n MOVE I I DEMOLISH INSTALL REPAIR PROPOSED USE I I SFR I I COMM n OTHER I TYPE OF CONSTRUCTION I 1 BLOCK I I FRAME 1 1 STEEL I I OTHER I DESCRIPTION OF WORK / . (,,[-)2 I '4 BUILDING SIZE SQ FOOTAGE HEIGHT o 674/ BUILDING $ G Qv VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE 1 I PROGRESS ENERGY I I W.R.E.C. I I PLUMBING $ I I MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1 1 GAS I I ROOFING I 1 SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I IYES [] No BUILDER . COMPANY L2 c' 4/" - SIGNATURE , , ■ I REGISTERED Y / N I FEE CURRENT I Y / N I N Address I License # ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address License # PLUMBER COMPANY SIGNATURE REGISTERED I Y / N . 1 FEE CURRENT I Y/ N I Address License # MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N j FEE CURRENT I Y/ N I Address I License # 1 OTHER COMPANY SIGNATURE REGISTERED I Y / N I FEE CURRENT I Y/ N I 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. (A/C 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 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. 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 I 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 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. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this by by. Who 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 Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped NOTICE OF‘COMMENCEMENT Mo0Rcs, 11." PfiL 1 Po) S7 1-07 / -P2' 64-fr 1s • • cK 75 P6 '213 1111111011111111111111111111111111111111111111 ((11111111111 Permit No. 2009072236 PAULA S O'NEIL, PASCO CLERK & COMPTROLLER Property Identification No. 05o/226B/09 8 1 PG 1 13 G gy 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 description) J ^ 2 E= 2 1 — 601 (.) -0(5 -- OO j U a ) Street Address: iggii. L { r i - 5 " j ( - ) tt . A 2 C p 14) K 14 cu. S , f~L-- 3 Z < 2 2.0eneral description of improvements: 5 T'©6.C, £ L..(-.../, / 3.Owner Information , a) Name and address: . J L SS Il L-. . t 'Ci i + 1 T/ ' 3S .� - , 0 2 t 7 /IM .c (Iv.2 (. b) Name and address of fee simple titleholder (if other than owner) l fly / A , , f L 3 2 E c) Interest in property - - 4.Contractor Inform ,... , • a) Name and address: • E iE k Al d i a u of ..PA- G e ye H I Le- L 2 b) Telephone No.: l 3 9 9 7 .g L a 7 Fax No. (Opt.) S.Surety Information Rcpt : 1244814 Rec: 10.00 a) Name and address: DS : 0.00 I T : 0. b) Amount of Bond: 05/26/09 Dpty Clerk c) Telephone No.: - Fax No. (Opt.) 6.Lender 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.: .Fax No. (Opt.) _ . 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recordmg.unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TEE 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE. OF COMMENCEMENT. STATE OF FLORIDA . COUNTY OF PASCO t Sig murc of LL ar Own O ffs /Manager f ' 'YS E� ] Print Name The foregoing instrument was acknowledged before me this day of 414-i 20 0 q . by as (type of authority, e.g. officer, trustee, attorney in fact) for . - / (name of party on behalf of who instrument was • Personally Known ✓ OR Produced Identification Notary Signature Type of Identification Produced Name (print) L (ke 4 o • Verification . ursuant to Section 92 i7S Fknride „ Statutes. Under penalties of perjury, I declare. that I have read the foregoing and that the facts sta , d m it are , to thatgty knowledge and belief . a a -. Notary Public, State of Florida '> • . .. 1 .. Commission# DD732383 FORMS/NOC,ry . �� Mir comm. expires Nov. 07, 2011 Signature ofNennl Pasco Signing Abovc Pasco County Parcel: 14 -26 -21 -0010- 01500 -0010 001 Page 1 of 1 Search Again Show Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections • Data Current as Of: II Weekly Archive - Saturday, May 16, 2009 I Parcel ID 0 14- 26 -21- 0010 - 01500 -0010 (Card: 001 of 001) Classification ,JI 17 - 1 Story Office Mailing Address Property Value RENI THOMAS & JESSYMOL Ag Land $0 10217 TIMBERLAND POINT DR Land $34,958 TAMPA, FL 336472836 Building $93,171 Physical Address Extra Features $8,135 4851 6TH ST ZEPHYRHILLS, FL 33542 -5738 Market Value $136,264 Legal Description (First 4 Lines) Assessed (Save Our Homes) $0 MOORES ADD PB 1 PG 57 LOTS 1 & Taxable Value $136,264 2BLK15 OR 7506 PG 213 Land Detail (Card: 001 of 001) Line II Use IIDescription° Zoning II Units II Type II Price II Condition II Value I 1 11 1700 II1STORY OFFII 000P II 7,000.00 II SF II $3.94 II 1.00 II $27,580 1 2 II 1700 111STORY OFFI[ 000P II 6,200.00 II SF 11 $1.19 11 1.00 II $7,378 Additional Land Information I Acres 11 0.30 11 Tax Area II 30ZH 11 FEMA Code II AE ( °Commerical CodeIJ M6ST7AB Building Information - Use 17 - Offices (One Story) (Card: 001 of 001) Year Built 2006 Stories 1.0 Exterior Wall 1 Concrete Block Stucco Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring 1 Ceramic Clay Tile Flooring 2 None Fuel Electric Heat Forced Air - Ducted A/C Central Baths 1.0 I Line I Description II Sq. Feet () Repl. Cost New I 1 I BAS II 1,536 11 $97,244 1 2 I I CAN II 18 II $317 I Extra Features (Card: 001 of 001) I Line II Description 71 Year II Units _II Value I 1 11 PAV ASP 11 2006 I II 5,670 II $4,019 1 2 11 PAV CON 11 2006 360 I I $743 I 3 11 CLFENCE (1 2007 I 1,560 I $3,373 I Sales History I Previous Owner II STONEWOOD DEVELOPMENT LLC I Year II Month II Book /Page II Type II Amount I 2007 11 05 11 7506 / 0213 11 WD 11 $123,000 I 2005 0 03 11 6271 / 0098 11 2 11 $ 1 2004 11 11 11 6121 / 0300 11 WD 11 $30,000 Search Again Show Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections http: / /www. appraiser.pascogov. com/ search /parcel. aspx ?sec= 14 &twn= 26 &rng=21 &sbb =0... 5/21/2009 CITY OF ZEPHYRHILLS BUILDING DEPARTMENT WNER N a55 Y MIL . S OB LOCATION #4852 /0 ZO-P, -NO ill t5. r L,Or'i C�i4 ARCEL I.D. - # / - Z6 2t 0 /5OO - Op /O SHOW ALL EXISTING & PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS. < �b [ - ^ t � J 1P 3 70 TILITY BUILDINGS UST SHOW SIZE & OUNDATION INFOR- ATION. FR PROPERTY LINE • � �"S ' A NOTE EXAMPLES 1 & 2) STREET { O . SETBACKS FOR R1, R2 ZONING 2. SETBACKS FOR R3 ZONING 60' 60' • 10' r10 P R X • O .I 10' P S 10' 10' EXISTING 10' O. T 140' 140' S I E N D G PROPOSED 20' 20'SGL FAM 30'DUPLEX FRONT PROPERTY LINE FRONT PROPERTY LINE : u j h1 - ., b r 1 k . . =1 - I r-..:21 1 0 cLOCATION To crorvsr. 1 - I1 A ft -- I ii FENCED DRY POND t " - - -- — ia it !Ii)11 kaQ -.P-.. • It ; i 1 g • 4 I t . ....9 cn P;$ • . : . - iii 1 I I. .,0 $ p, 6' r . i G. ct • : 4 ;( „ NI eg o t , : i • i , ' : • p H.- c. „ III. — _ r ot, 1 _,,,,..e,_:-... ,==3 , , C=I .. .......... ......... 0 ."liff199..." I x .00...... i w z It; 1 i h i '" , Ilt •� f I 1 Y • — f • I _ - • dit ,, 1 3. i ____ , i ist I mo ' L _ — -- 0 ``. q V y -•• � 1 1 I i 1[6: r ,0_ swam J ii- • 1/ .< ► � � �. . ' r �� r ya ".: ; Ng f A r , - l V !Ili -. I i k 11 L3--' Y " I ' i S 1 ST REET _ _ Th • R/WAY 20' ASPHALT PAVING I 1 *'1` \ a I1 \ 1 c1 \ - 1 , a �5 EWE ir SUER MUM - 7H0 I1 -; li NOT INSTALL ANCHORS Revisions: PER MANUFACTURERS Details for Concrete Installations 04/01/2009 Plan update With Detail Updates REQUIREMENTS SIMPSON "LSTA 18" 20 GA. STRAP TIE FASTENED WITH GUSSET ANGLE SIMPSON (1 4) -10D NAILS STRONG TIE HGAM 1 OKT HDG (7- FASTENERS PER MEMBER) (OR EQUIVALENT) SPACED 4 "' OC 5/8" DIA.x3" LAG BOLT WITH 2" ` • (4) -SDS WOOD SCREWS 1/4" DIA. WASHER, 3" EMBEDMENT A449 x HOT DIPPED GALVANIZED GALVANIZED OR EQUIVALENT (2) -2x0 PRESSURE TREATED SKIDS (4) 1/4" x 3- 1/4" ANCHOR 1 1 0 MPH WIND ZOND - IAA , Y SIMPSON WEDGE -ALL 5/8" DIA. X 40" GROUND ANCHOR � ' Y 4 WA253 1 4MG (OR EQUIVALENT) WITH SINGLE G" HELIX 11 Ew (MODEL #59000) FOR SOIL CLASS 3 ,1 . 1 30 AND 150 MPH WIND ZONE 1 '�1 Y 4" THICK CONCRETE SLAB ® 5/8" DIA. X 48" GROUND ANCHOR WITH SINGLE 0" HELIX (MODEL #59005) FOR SOIL CLASS 3 � �1 MIN. 4" OFFSET FROM EDGE (SEE CHART FOR QUANTITY) I - Details for Masonry Block Installations 3/10" GALVANIZED CABLE TIE DOWN ENGINEERING FART SIMPSON "LSTA 18" 20 GA. #5 1 550 (OR EQUIVALENT), STRAP TIE FASTENED WITH TIGHTEN TO 500 LB5 OF TENSION (2) -2x0 PRESSURE (I 4) -10D NAILS 1 TREATED SKIDS (7- FASTENERS PER MEMBER) 555 (3)-3/10" GALVANIZED CLAMP TIE DOWN ENGINEERING PART " 5/8" DIA.x3" LAG BOLT WITH 2" #53800 (OR EQUIVALENT) 7 _, -� �� WASHER, 3" EMBEDMENT A449 4 x8'x 16 GALVANIZED OR EQUIVALENT 110 MPH WIND ZOND - . � /2, / i BLOCK '',>,:,.;\ A 1/2" DIA, X 30" GROUND ANCHOR \' ; '; I I0 MPH WIND ZOND- ids -' WITH SINGLE 4" HELIX � 4 '''' 5/8" DIA. X 40" GROUND ANCHOR ++ (MODEL #59055) FOR SOIL CLASS 2 WITH SINGLE 0 HELIX _ 11 130 AND 150 MPH WIND ZONE "- \ (MODEL #59000) FOR SOIL CLASS 3 j 4 "0"x 16 5/8" DIA. X 40" GROUND ANCHOR '\ ,, i x ' 130 AND 1 50 MPH WIND ZONE - -/ II ,' '':',: 1",' I ' ' BLOCK WITH SINGLE G" HELIX , ;/ 5/8" DIA. X 48" GROUND ANCHOR (MODEL #59000) FOR SOIL CLASS 3 WITH SINGLE 6" HELIX I ' ' ' (5E1 CHART FOR QUANTITY) (MODEL #59005) FOR SOIL CLASS 3 ■1111°%' 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, 1 50 Ibs. AND ULTIMATE LOAD OF 4,725 Ibs.: ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. ANCHOR CHART 3. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH EXISTING CONDITIONS. CONTRACTOR I5 RESPONSIBLE FOR MEETING SOIL PLOCK 110 Mr4 150 MI14 .„1 MIN CLASSIFICATION FOR SIZING HELICAL ANCHORS. ruItrnNr, rrACI1J6 4 ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 1 2" OF w1 t�Nrn MAx> FLOCK' gyros nr lCms EACH �c�� CORNER 6 10 6" 4 6 12 7' -6" 9 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES _ a 3 7' 6" 4 APART FROM EACH OTHER. 8 10 7' - 6" 4 - 0. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD 8 12 7' - 6" 6 - _ REQUIREMENTS WERE SET. 8 19 7' - 6 _ 5 5 5 7 USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR 8 16 7' - 6" 6 - 5 5 WITH SINGLE 4" HELIX OR 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 0" HELIX 10 10 7' 0" 4 7 _ 8. TESTED SOIL CAPACITY FOR TIE DOWN 1/2" X 30" ANCHOR = 500 FT . LB. 10 12 7' - 0" 6 _ _ 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB o 9 i' O" 6 5 5 z 10 16 7' 6 5 5 5 10. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED 10 20 i' - 0" 6 5 5 5 BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND 10 24 7' - 0" 10 -. 4 4 4 SITE SPECIFIC SOIL CONDITIONS 10 50 7' 0" _'' _ 5 6 I 1. MAXIMUM STRUCTURE HEIGHT IS 12 FEET 12 12 6' - 6" 6 - - _ 1 2. ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED 12 14 6' - 6" 6 7 5 5 5 DESIGN PARAMETERS 12 16 6' -6" 6 - 5 5 . 5 12 20 6' -6" 8 - 5 -, 5 1. WIND DESIGN PER ASCE 7 -02 12 24 6' - 6" 10 _ 4 4 4 2. DESIGN WIND SPEED - I I OMPH - 130MPH - 150 MPH 12 50 6' - 6" 1 3. WIND EXPOSURE CATEGORY: C 12 56 6' - 6" 14 _ 6 6 6 4 WIND IMPORTANCE FACTOR: I .0 12 40 6' - 6" 6 5. ENCLOSURE CLASSIFICATION: ENCLOSED 12 44 6' 6" 6 12 50 6' - 6" 16 2 6 6 6 G. DESIGN MEETS INTERNATIONAL BUILDING CODE 2006 $ FLORIDA BUILDING CODE 14 14 6' - 6" 12 4 5 5 5 2007 S 2009 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 14 16 6' 6" 12 4 5 5 5 SOIL CLASS DESCRIPTIONS: 14 20 6' b' 16 9 5 5 14 24 6' -6" 20 9 1 4 4 SOIL CLASS 2 - VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, 14 50 6' - 6" 24 4 COBBIES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 14 56 6' - 6" 26 9 550 +Ibs - 14 40 6' 4 - ; SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS 14 94 6' - 6" 52 4 s 19 50 6' - 6" 56 4 ti 0 73 AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 5501bs -In DESIGN FOR: LARK BUILDERS 409 DICKSON STREET •••• " ' Haney Associates, Inc. VIDALIA, GA. 30474 ••••••• •••••• "' Engineering & Construction Planning PROJECT NUMBER - OGEN224A IM•••• DATE: APRIL 1st, 2009 `e 100 Vance Sired, Slfk08,Pendleton, S.C. 29670- Pbone: 864446.7600 Fax: 864646-7999 Sheet 1 OF 1 - a • < ti ��. ..._- ALL WORK SHALL CO MPLY WI BUI BUILDING REVIEW DATE r - 1 - r ,. ^ ` '`� PREVAILING CODES, FLORIDA I�� r/ r �� CODE, NATIONAL ELECTRIC CODE AND I� I !!�1 - S / . CITY OF ZEPHYRHILLS ORDINANCES PLANS CITY OF P i1 � 1 0 % ,S�IAi's r : ( i NOTE: TI115 PLAN I1AS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES ' `' *Kr1i QP� +�r `' 2/26/2009 4 :14: nr ri uJ N �zxrz V' a � �� 3 O .° rn rn � rn D - f fb .• P R 0*. 0 ' V -1 == m �,.' r ° x1�zU' -1 -1 rnD p S .' 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