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HomeMy WebLinkAboutSUBMITTED PAPERS'OFFI, E USE ONLY: DATE FILED:] PLAN REVIEW FEE: RECEIPT NO.: C, {� ` PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION o D 2300 Virginia Avenue Ft. Pierce, FL 34982-5652�;� 772-462-1553 coijn APPLICATION for BUILDING PERMIT 4' CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION1tt 1. LOCATION/SITE ADDRESS: 2. PROJECT NAME: t-� I jN= SITE PLAN NAME: I. �}- 3. 4. 5. 9. 10. 11. PROPERTY TAX ID #: 1-t>L-1c dL� [ — -y Q k — LEGAL DESCRIPTION (attach extra sheets if necessary): PLAT BOOK I ?, 6. PAGE NO.�' C5 - A If- 7/ 1- 7. BLOCK NO. 8. LOT NO. PARCEL SIZE (ACRES/SQ FT.): j, LOT DIMENSIONS: COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: SETBACKS (ACTUAL) FRONT: BACK: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) ] NEW CONSTRUCTION RESIDENTIAL OTHER (SPECIFY) A RIGHT SIDE: [ ] EXPANSION/ADDITION [ ] COMMERCIAL 13. DESCRIPTION OF PROPOSED USE: 14. 16. SQ. FT OF CONSTRUCTION: VALUE OF CONSTRUCTION: $ �q 91 235, LEFT SIDE: [ ] INTERIOR RENOVATION [ ] INDUSTRIAL 15. SF. FT 1 st FLOOR: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION ADDRE' CITY: x-A- S : STATE: PHONE (DAYTIME): . tg 3- 60 C Email: s IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. / FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): CONTRACTOR INFORMATION ST. of FL REG.CERT #: C,Vv ( 5-1 9 1 I3 ST. LUCIE COUNTY CERT #: - cr) c-0 CDC) I BUSINESS NAME: J& W N 6F— (�Ga,p lb i�5 LuL QUALIFIERS NAME: � 15 oti ADDRESS: [75- SOYL CITY: Roar (Ekr-E STATE: ZIP: 14-74,T PHONE (DAYTIME): (Z?2) 46D-S-E6O FAXNO.'2g2r'fp0'3�i6� Email: l�F®e' 9&WNj&C®wMP ul Cpft1 ARCHIT/ENGINEER: 5T1 LDS "P,�J ADDRESS: +vt' SVV GAmmw &E, CITY: 0r u AR ( STATE: F-L_ ZIP: 34q,?,f PHONE (DAYTIME): CM 2Z 3 — 9 50 3 BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. '+ RTIFICATION • C� This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER O NTRACTOR SIG TURE STATE OF FLORIDA �� COUNTY OF [ Z The foregoing instrument, was acknowledged before s g me thiday of % V/0P-1 L 20 t , by�� who is personally known o has produced STATE OF FLORIDA COUNTY OF Q0- t, t Cl The foregoing instrument was acknowledged before me thiis73ZW day of fiJ0,4_01& , 20 / by who is personally known or has produced as identification. as identification. Signature o otary Signature o otary ' KAREN J MCENERNEY Commission No / •, KA KI MCENER"61 Commission No. =_•; �' MY COM_ _MfSSION II EE98A61b ' MY CItON EE184616 EXPIRES Mend+ 29, 2018 EXPIRES March 29, 2016 �'•',, oom (N1)7Y6-0�5� FloridaNOPITSWOO.Own C 0713WO15 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY -�' bvr #: SECTION �'' TOWNSHIP RANGE T V MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE. FIRM MAP # 1 5TFLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS ERS STORMWATER LOT OF REC Before 111990 LOT OF REC After 111990 LOT SPLrr REQUIRED LOT SPLIT APPROVED REPORT CODE HABITABLE AREA RADON FEE PERMIT FEE LIBRARY BRACT FEE PUBLIC BID IMPACT FEE COTI PUBIC BID BRACT FEE GENERAL PARKS IMPACT FEE SCHOOL IMPACT FEE OAD IMPACT FEE CREDIT Y N LAW ENF IMPACT FEE I'ME/EMS ._ BRACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: I / REVIEWS FRONT COUNTER. ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED DATE COMPLETED 2 ,! RUTALS ... Property Appraiser - St.Lucie Co, / �nly FL Page 1 of 1 PROPERTY RECORD CARD Mary K Kraft Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �\t)CIE CO Site Address: 630 HIDDEN RIVER DR ParcellD: 3427-701-0029-000-1 �, G Sec/Town/Range: 27 :36S :40E Account #: 115509 ��r1'c Map ID: 34/27S Land Use: SF Res Zoning: RS-3 City/Cnty: St Lucie County ' Ownership and Mailing Legal Description Owner: Mary K Kraft HIDDEN RIVER ESTATES BLK 2 LOT 5 (OR 3143-1270) Address: 630 SE Hidden River Dr Port St Lucie FL 34983-2740 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 232600 Land Value: 52500 Acres: 0.45 10/16/2009 250000 0205 SP 3143 / 1270 Assessed: 232600 Building Value: 180100 6/28/2007 100 03 WD 2853 / 0757 Ag.Credit: 0 Finished Area: 2969 SgFt 4/1/2003 435000 `02 WD 1689 / 1576 Exempt: 50000 1/4/1997 40000 02 WD 1054 / 2052 Taxable: 182600 10/16/1990 56000 02 WD 0713 / 2167 Taxes: 3912.07 2/1/1985 34500 02 CV 0456 / 1824 10/1/1982 29500 00 CV 0386 / 1486 8/1/1978 0 01 CV 0293 / 0948 BUILDING INFORMATION Exterior Features View: RoofCover: TC - Clay Tile RoofStrUCt: HP - Hip ExtType: HB+ -HB+ YearBlt: 1998 Frame: - Grade: B+ - B+ EffYrBlt: 1998 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: FHA - FrcdHotAir AvgHt/Fl: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua[. Cond. YrBlt. No. Land Use Type Measure ENC2 - POOL ENC-AVG Y 1 1094 AV AV 1998 1 0100-SF Res 275 -Front Ft 100 SWAV - RES POOL AVG Y 1 324 AV AV 1998 PA01 - POOL DK-AVG Y 1 745 AV AV 1998 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 Depth 198 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pre.asp?prelid=342770100290001 2/15/2012 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, - —7 ©c - COX - Dbr—1 (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will. not adversely affect the immediate community. open, O a lease Print) Property Owner ature Da STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS DAY OF _0���- .20 BYWHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED 1 - AS IDENTIFICATION. ��y ..4GNATURE N TARY PUBLIC - VTYP OR PRLNT NOT tY . COMMISSION NUMBER (SEAL) r AUDREY B. HUMPHREY SLCPDSD Revised 08/24/2010 si'`` 1L hi'� COIv1MISSION k EE 061159 EXPIRES: March 6, 2015 @ohded Thru NotaryPublic Undenvriters .+r-ur.':v ;n� �v�•.�s.. JOSEPH E. SMITH, CLERK 0 --HE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3699141 OR BOOK ,4 PAGE 2745, Recorded 05/01/2012 at :49 AM NOTICE OF COMMENCEMENT Permit No. Tax Folio No.. `p I - co��a — uccl State of Florida County of St. Lucie The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. Legal pesaiption of Property:, (and street address if available): t�,cEd� �31Ie_„ General description of improvement: ` r nl ti - olP�tL V``I�'S ` I�u iCyt� l c-S 4--c. , i�G Frcvd,, # Owner Inforrnatign or Lessee information (f the Lessee contracted for the Improvement: v Name AddressdcEEu tVF.r�1 r. Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: 2NA11E- C-0-MP/W S LLG Contractor Address: /75- BOYD 90 4 D FOAL 6/94ci , Fi- Phone Number: Z- 0'- d Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: _ Lender's address: Number: 8--!:> Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 7t3.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of to receive a copy of the Lienoi's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IFYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of knowledge and belief. (Signature of Ow or Lessee, or Owner's or L ee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing Instrument was acknowledged before me this dayofll�ffit_ , 2LIe, By &N I '�" as for Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Personally known_ or produced identification V Signature of N ary Public- State KAREN J MCENERNEY (Print, Type, orbtamp Commission hugoi1m"M /E0MI516 Type of Identification produced L - E OFIES Mm�h 2D, 201S a i>a STATE Of FLORIDA ST. 'LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS TRUE ASS-COOAFCT COFY.GFTHE OR 16INAL UY 02 ------------------------------------------------------------------, Helical �. �.�. Brownie Gevlrech Solutions, LLC Pile Installation 877-321-PIER Division of Brownie Companies, LLC Observation Record L---- ------------------------------------------------------------------1 PROJECT NAME Mary Kraft PROJECT NUMBER PROJECT LOCATION 630 SE Hidden River Drive Port St. Lucie, FL DATE OF INSTALLATION 7/10/2012 - 7/12/2012 PILE DESIGNATION 1 2 3 4 5 6 7 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A O ORIZO AL H EVIAT ON N/A N/A N/A N/A N/A N/A N/A F ANGLE IN AION 90 90 90 90 90 90 90 d INCLINATION DEV ATION N/A N/A N/A N/A N/A N/A N/A RECtuIREo MINIMUN,� �.�A . f N/A NIA .. z<. TOTRL [NSTALC p 57t, tJ460, J7` a 54 ' 57' Aeou�'GRouND> NIA N/A. NJA: NJA, NIA, NJA , A r : } LENGTH 3' 3' 3' 3' 6' 6' 6' J 00 NHEBCES F PP PP PP PP 2 2 2 w HELIX DIAMETER N/A N/A N/A N/A 10"/12" 10"/12" 10"/12" DEPTH (FT) 3 400 300 300 500 500 500 500 6 500 500 500 1000 800 600 600 9 1400 1500 1500 1000 1000 900 1000 12 1600 1500 1500 1900 1400 1300 1400 a 15 1800 1900 1900 1800 2000 2200 2300 U) 18 1400 1300 1200 900 2000 W 21 1000 1000 800 1000 24 900 1000 700 600 27 600 600 300 500 30 800 700 300 500 33 1000 1000 400 500 0 36 1100 1000 600 500'` 7 `> ~ 39 1000 900 500 500 42 600 600 300 400 45 400 300 300 400 48 400 400 300 300 51 800 700 300 300 54 2400 2700 2800 2900 o Q �- REQUii;ED TORQUE a W 22 Z, , FrAL roRctuE .° 2000 230f} CAPACI Y w 1.919_kl',s ` 22 4 Kt S 23 2 ki S 24 0 ki s 31,3ki s v34 Jul 2 6 2012 PILE MANUFACTURER MAGNUM PIERING INSTALLATIO `g$� h0� I INSTALLATION EQUIPMENT Eskridge D50 HYDRAULIC DRIVE HEAD ��� • ••' •� '••.• c-,,�� METHOD OF TORQUE MEASUREMENT Penqo In I Reluef Wow ss� �.2P • FIELD REPRESENTATIVE JEREMY BROWNIE REVIEWER •: 1 tv l o 19!NY � �°e••°a° A., /0-105- R �21 ------------------ -- ----------------------- - Brownie Gwt'ech Solutions, LLC Helic 877-321-PIER al Pile Installation Division of Brownie Companies, LLC Observation Record L----------------------------------------------------------------------1 PROJECT NAME Mary Kraft PROJECT NUMBER PROJECT LOCATION 630 SE Hidden River Drive Port St. Lucie, FL DATE OF INSTALLATION 7/10/2012 - 7/12/2012 PILE DESIGNATION 1 2 3 4 5 6 7 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A O HORIZONTAL N/A N/A N/A N/A N/A N/A N/A INCLINATION ANGLE 90 90 90 90 90 90 90 d INCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A REItiIRE� MIIIMIIM A hl/AA N1A NSA NTH N%A N/A �srA> IxsTA�rS `� 1L7�. a, i Fa 5T r �T 54' , �-fix k 5' ,�8 ,� t '� � � 8' h u A8O1f'GROUh1D': a r fi I f �� NIA /A r_NtA y LENGTH 3' 3' 3' 3' 6' 6' 6' w o NUMBER OF HELICES PP PP PP PP 2 2 2 W HELIX DIAMETER N/A N/A N/A N/A 1 10"/12" 10"/12" 10"/12" DEPTH (FT) 3 400 300 300 500 500 500 500 6 500 500 500 1000 800 600 600 9 1400 1500 1500 1000 1000 900 1000 12 1600 1500 1500 1900 1400 1300 1400 a 15 1800 1900 1900 1800 2000 2200 2300 18 1400 1300 1200 900 2000 W 21 1000 1000 800 1000 24 900 1000 700 600 Cn 27 600 600 300 500 2 30 800 700 300 500 W 33 1000 1000 400 500 0 36 1100 1000 600 500 39 1000 900 500 500 Pat 1wi 42 600 600 300 400 45 400 300 300 400 48 400 400 300 300 51 800 700 300 300 54 2400 2700 2800 2900 z ': RLl1fiT T13tt P 0 , TOUE' I:4 ,r 'FINAL 2 000 2200 2 �"CAPACITYg9 31 p3 k-t kl , S `: 22 . %( 5 ,3 Lk1 S, r_20 iCl S S;, _34 I 9r S 4 PILE MANUFACTURER MAGNUM PIERING INSTALLATION EQUIPMENT METHOD OF TORQUE MEASUREMENT FIELD REPRESENTATIVE JEREMY BROWNIE INSTALLA Al —* s .d • . a4o m T Z� Mg ------------------------------------------- - - - - -- - Brownie Gew6ch Solutions, LLC ;Helical Pile Installation 877-321-PIER Division of Brownie Companies, LLC Observation Record L--------------------------------------------------------------------- PROJECT NAME Mary Kraft PROJECT NUMBER PROJECT LOCATION 630 SE Hidden River Drive Port St. Lucie, FL DATE OF INSTALLATION 7/10/2012 - 7/12/2012 PILE DESIGNATION 1 2 3 4 5 6 7 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A O HORIZONTAL N/A N/A N/A N/A N/A N/A N/A 0 INCLINATION 90 90 90 90 90 90 90 (L INCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A LENGTH 3' 3' 3' 3' 6' 6' 6' w o NUMBER OF HELICES PP PP PP PP 2 2 2 W O HELIX DIAMETER N/A N/A N/A N/A 10"/12" 10"/12" 10"/12" DEPTH (FT) 3 400 300 300 500 500 500 500 6 500 500 500 1000 800 600 600 9 1400 1500 1500 1000 1000 900 1000 12 1600 1500 1500 1900 1400 1300 1400 a 15 1800 1900 1900 1800 2000 2200 2300 18 1400 1300 1200 900 2000 W 21 1000 1000 800 1000 24 900 1000 700 600 U) 27 600 600 300 500 30 800 700 300 500 33 1000 1000 400 500 0 36 1100 1000 600 500 39 1000 900 500 500 42 600 600 300 400 45 400 300 300 400 48 400 400 300 300 51 800 700 300 300 54 2400 2700 2800 2900 PILE MANUFACTURER MAGNUM PIERING INSTALLATION EQUIPMENT E: METHOD OF TORQUE MEASUREMENT P Q,�jtjj1016100000/ i3T2 INSTALLATION CO ,� OARE 1EAD FIELD REPRESENTATIVE JEREMY BROWNIE REVIEWER kl S;. A® 2Q1? OG 4 _1. MAGNUM° MH325BR Helical Piles P 50 Ton Ultimate - 25 Ton Allowable Capacity High._ Strength 3.0" Diameter, 0.25" Wall, Round -Shaft with MAGI Reinforced (R) Dual Sleeve Coupler & (111.00" Bolt 1HELICAL PILES Description Id 6 S - o oo S / Magnum MH325BR Helical Piles have 50 tons ultimate capacity and 25 tons working capacity in compression and tension- Lead sections and extensions couple together to extend helical bearing plates to the desired bearing stratum. Round shafts offer increased lateral and buckling resistance compared to solid square shafts. Capacity calculations are based on average life expectancy of over 50 years for most soil conditions. Patented Magnum Dual-Cutfng Edge helical bearing plates (DCE) enhance penetration through dense soils with occasional cobbles and debris. Custom lengths and helix configurations are available upon request See Magnum Technical Reference Manual for additional information including design tools, prescriptive specifications and example plans. MW4253k9.11_10 Lead- MHL325BR6K12D14D14DG 01-V2 x 6 "x V4`wall .insert -1-0 3 Collar°D=il 3.0" Product Line Helical Bearing Plate Specifications & Available Configurations 0.375" Thick; ASTM A36 or Higher 3.00 " Helix Pitch 14Plue Weld J X2. 01-1116 Typ. SHAFT HSS 3.00" x 025" Wall ASTM A513 65 KSI, or Equivalent 1 1.99 in4 Ag 2.10 in2 S 1.33 in3 COUPLING Outer 0.31- Sleeve with 0.25" Insert BOLTS (1)1.00" Diam. SAE Grade 81 ASTM A490 BLADES 0.375" Thick, Helix Die -Pressed ASTM A36, or Better COATING OPTIONS Hot -Dip Galvanized (G), Bare Steel (NG), Epoxy Powder Coated (EP) - r+ - 8 ff' Ultimate Capacity -to -Torque Ratio 12,500 ft-lbs Maximum Installation Torque STRUCTURAL.-. 68 Tons Ultimate Capacity 34 Tons Allowable Capacity •-A•-e 50 Tons Ultimate Compression & Tension 25 Tons Allowable Compression & Tension Note: Helical piles shall be installed to appropriate depth into suitable bearing stratum as determined by geotechnical engineer or local Extension - MHE325BR6G practice Capacity by torque is based on advancin pile to maximum 8",10",12", 14" Diameter Standard Circular Helix, or Patented Dual Cutting Edge Helot Sharpened Edges - All Helix '3 ft Lead or Extension - up to 2 helical bearing plates "6 ft Lead or Extension - up to 3 helical bearing plates *10 ft Lead or Extension - up to 6 helical bearing plates *15 ft Lead or Extension - up to 8 helical bearing plates ' Standard Stocking Length g installation torque. A minimum factor of safety of 2.0 is recommended for determining allowable capacity from correlations with final installation torque. Deflections of 0.05" to 1.0" are typical at allowable capacity. A higher factor of safety may be required for tolerable deflections. For tension capacity, helical bearing plates must be deeply embedded. Load tests are recommended Tactical. roved Reviewed And Approved u �Qt /+Pp RevieWqPing, Inc. jI Approved As Corrected ❑ 6082 Schumacher Park Dr. AllMgnum Steel & Products Made in U.S.A r OH 45069 Review and appro: al is D 17 ;o: cor:io: ,:�a ?ce tw,ti she , Bien c '-822-7437 projectand cry.,+N;. t,,::,., , r w.. ,�-,�o t in il,e .•o tract a gienng.com ' ono � ContracLOf is the job sl'i ;for inic l; ii i.oe ,sbrication processes © Copyright 2009-10 Magnum Pierinriti at8�l�•g'►r' tIR served. orto technIq_as - U.S.'Patii �ts6,t6i"58.t6�6, 2 �Pending. Reviev:1 aiid ar contract. dramugs 7 r �,,. • i.uirs. Rev. 3-29-2010 Date: Reviewed 2 Z J • 'k MAGNUM° MP1001-3 Plate Bracket Allowable Capacity 26 Tons 8.00" x 21.00" x 0.375" Plate with 18 — 0.50" Thru Holes & 3.00" I.D. Collar Fits MH313, MH313R, MH325, and MH325R Magnum@ Helical Piles and MP313 and MP325 Magnum@ Steel Push Piers SPECIFICATIONS Collar Tube 0.37 in. x 3.00 in. I.D. ASTM A513 GR65+ Configuration 8.00" x 21.00• x 0.375• Plate with 18 — 0.50" Thru Holes for Expansion Anchors Pile Connection (1, 2, or 3) 0.75• SAE GR8 / ASTM A480 Surface Galvanized per ASTM A1531A123 (G) or Coating Standard Magnum Blue Paint (P) Compatibility MH313, MH313R, MH325, MH325R, MP313, and MP325 CONNECTION • ,- LE TYPE CAPACITY,•. r i .1:310.25'Wall Pile m 10 Tons / 5 Tons / 18 Tons 9 Tons SINGLE BOLTED I? 17Tons/ 8Tons/ 35 Tons 18 Tons DOUBLE BOLTED 11 28 Tons / 14 Tons / 53 Tons 26 Tons TRIPLE BOLTED All Magnum Steel 8 Products Made in U.S.A. Description F f i I Ra r1 . - a .. The Magnum MP1001-3 plate bracket has 53 tons maximum ultimate capacity, 26 tons working capacity in compression and tension. The bracket consists of a collar tube with (3) 0.75• threaded bolt holes for connection to Magnum helical piles and Magnum push piers and 18 thru holes for attachment to existing concrete using concrete expansion anchors. The bracket is designed in accordance with [CC -ES document AC358 as well as IBC, ACI, and AISC codes. Design and detailing of the connection to the structure varies by project and is the responsibility of registered design professional including maximum concrete span, pier spacing, concrete shear, and concrete bearing. Installation Notes: Prepare the existing foundation. For steel push pier applications, attach the bracket and Magnum ram. Install the push pier to the required pressure and load test For helical pile applications, excavate the pier location so the helix bearing plates fit below the existing foundation and the shaft is as close as possible to the face of the foundation. Install the helical pile to the correct depth and torque. Mount the bracket by sliding down the shaft rotating into position. In both cases, lift the structure as needed using either a Magnum ram or lifting fixture. Drill holes and bolt the bracket to the pile. Magnum Piering, Inc. 6082 Schumacher Park Dr. West Chester, OH 45069 800-822-7437 www.magnumpiedng.com © Copyright 2010 Magnum Piering, Inc. All Rights Reserved. U.S. Patents 6,058,662 and 5,234,287; Other Patents Pending. Rev. 3-23-10 ai•y�V, , Al RB l °- y7 : O 4 "er, (A 1t9 zr=i ►' / c 3 roll" 2j,�-Yc�cr,{,' t ���'s2A� a�+z,..if ✓v rf f t .. Al 'ts. V k t %p, lek it€lji§' L t —,^ Y t�tt 'fiy' C k� i I a •i,._ - s M. / R IZ)Alt DATUM OF ELEVATIONS SHOWN IS ■ �S.Sd/J�� AND 'IS SHOWN. ;-IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SETDACRS• PROPOSED AND EXISTING UTILITIES,' AND-ALI.•PROPOSED IMPROVEMENTS' i ���A �S �9�i9i1.•��1 ' SHOWN HEREON 0914)R TO CONSTRUCTION. M D cAp PU J6,90 CK AT Nl OOIRE Y�RUNU3SS O 11N R*a W01110 ON. SAD SAD oDRNtR IS SHOWN AS ■ 0 AN0 FTELD SURVEY[o ON BASIS -OF L-ND ER+E O.Pif(_-' PER RECWO PUT. ILIRMALD I i�rCI : °wAAiElt�y,qunulY CALCULATED, 0,PoNGPOLEDEED ORDESCI6DTION WEASURED V.P.: - V� PEDESTAL VNREADAJTL.E SATEUIX DISH - dR C. t - CENiERUHE PA : POINT Of CURVATURE L : LLENOTH P.T. ■ POINT OF TANGENCY R ■ RADIUS P.R.C. . PONT OF REVERSE CURVATURE N!D/T • NAR AND WSC,/TAB P.C.C. ■ PONT bf COMPOUMD OURYATMRE R . R,,f-Of-WA P.C,P. ■,FIRMAMENT CONTROL POINT E/P ■ EDIL or PAVEMENT D./Ill. ■ DRAINAGE //04 U"U1Y EASE11W1 ® ■ ELECTRIC TMSF' Wm AUKH F. BECK DIES Not OUARW= W ASSUME ANY UABIUTY FOR ANY EASEMENT. RIGHT—OF—WAY SETBACKS, RESERVATION. RESTRICTION ,OR SIMILAR Mh'Y1p{S NOT SH0.1M OR REFERRED TO ON THE PLAT, OR PHYSICALLY ME ON SITE. WS SURVEY WAS PREPARED BITHOUt BENIFIt OF ABSTRACT TITLE AND IML MATTERS OF TITLE SM" OE REFERRED TO AN ATTORNEY, THIS SI)AVIZY IS. NOSEAL OF AA FIM(DATUCEISE0 lURVAUD "I VEYOR AND MAPPER. AND7iE OFDGNAL RAISED d1RISWCTIONAL AREAS TR ilNbA AND UNDERCROUNO UTNTIES• F ANY HAVE Nor BEEN 4DCAtED, OTHER THAN SHOWN. THIS SURVEY IS FOR THE USE Or THE PARTIES SPECIFICALLY CERnnED To HERON. ANa NO OTHERS. ACCORDING TO THE FEDERAL CMURCENCY MANAMMENT ASSc*AtION MMA) FLOOD NSURANCE RATE MA■S, .THIS PROPER LIES N FLOOD ZONE COMMUNITY PANEL O [J f DATED,6 SASE ELEVATION BOUNDARY SURVEY CIERTIFIED TO: "A, ,1< ArLfl/A1,4 SURVEYORS CERTIFICATE `5fI I5 I HEREBY CERTIFY TO .THE BEST OF MY BELIEF THAT 'AN® THIS SURVEY IS TRUE Mb Al CURf•.TE, THIS SURVEY MEETS THE MII*(M':!M TECHNICAL STANDARDS FOR StURVEYING AS PRR"GHAPTER' KlG17-5 -OF THE s;i F.A.C. SUBJECT TC ALL'•NOTES ANir NOTATIONS SHOWN HEREON. NLLEN E. BECk P S.AA, #!V90_; DATE LEGAL DESCRIFTI•ON a. . LOT S' , BLOCK X OF ,yi,04rA/ ,o(111E7f FsTi9TE5 ; ACICORDING TO THE PLAT THEREOF, ;I ! AS R T K 8 AT RECORDED IN PLAT B00 / � . PAGE /W, /454-AW OF THE PUBLIC I RECORDS OF 57: LdC/,COUNTY, FLA. REV1510NS E/ io a 6B ;?f/ ALLEN E. 'BECK i. PROFESSIONAL LAND SURVEYORS 608 SW. BAYSHORE BLVD. PORT ST. LUCIE, FLORIDA 34983 (407) 340--1432 i SCALE PQ JOB N0 97 9-fl- F.B. x5 C G PAGE �.3