Loading...
1885 SEA OATS DR - FOUNDATION REPAIR `;rz1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD K." --y ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ALT/OTHER MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-RAAR-845 4 Job Type: RESIDENTIAL ALTERATION Description: foundation reapairs Estimated Value: $6,000.00 Issue Date: 4/14/2016 Expiration Date: 10/11/2016 PROPERTY ADDRESS: Address: 1885 SEA OATS DR RE Number: 172020-0534 PROPERTY OWNER: Name: FULTZ, GARY L Address: 1885 SEA OATS DR GENERAL CONTRACTOR INFORMATION: Name: ALPHA FOUNDATION SPECIALISTS Address: 4778 - B WO B WOOLAND CIR QA MATTHEW STEPHEN SHANLEY Phone: - - PERMIT INFORMATION: FEES: PLAN CHECK FEES $40.00 BUILDING PERMIT FEE $80.00 STATE DCA SURCHARGE $2.00 STATE DBPR SURCHARGE $2.00 Total Payments: $124.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. , ; City of Atlantic Beach APPLICATION NUMBER , s'j 16„ (To be assign d by the Building DepartmJle t.) �s Building Department (�!!,, `� 800 Seminole Road / �_ 4g€- (P/cam 0 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 �? E-mail: building-dept @coab.us Date routed: 1/ii/i City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Ilic(Sik 6475 me t review required Yiy No Building ing &Zoning Applicant: ha- Tree Administrator Project: j L�� Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. (Circle one.) Comments: BUILD! PLANNING &ZONING Reviewed by: P r Date:11—f t—/4 TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 n BUILDING PERMIT APPLICATION S'Ig`�19 ca 4 t'�`� CITY OF ATLANTIC BEACH L 1/ 800 Seminole Road,Atlantic Beach,FL 32233 I Office(904)-247-5826 Fax(904)247-5845 MOCILSqragS2, limn �.� Job Address: 1885 Sea Oats Permit Number: /6 R R/TM O �G l j re._,O33 Legal Description:36-20 09-2S-29E Selva Marina Unit 9 LOT 17 BLKK Parcel#172020-0534 "t �� Floor Area of Sq.Ft. Sq.Ft Valuation of Work$6,000.00. Proposed Work heated/cooled non-heated/cooled X COClass of Work(circle one): New Addition Alteration IM MO Move Demolition pool/spa window/door O Use of existing/proposed structure(s)(circle one): Commercial Re ''-I ti: �{aq x�s ting stn cture, fire sprinkler system installed?(Circle one): Yes No NA Flonda Prod"UCt Approval# For multiple products use product approval form Describe in detail the type of work to be performed:We will be installing Helical piers to lift and level the foundation Property Owner Information: Name.Gauy Fultz Addiess: 1885 Sea Oats-Drive- City Atlantic Beach State-FL Zip 32233 Phone 904-4124321 E-Mail or Fax#(Optional) Contractor Information: Company Name:Alpha Foundations Specialists Inc. Qualifying Agent:Matthew Shanley Address:PO Box 13469 Tallahassee,FL 32317 City Tallahasse State:FL Zip:32317 Office Phone 850-877-1313 Job Site/Contact Number_904-528-1062 Fax# State Certification/Registration# CBC 1257350 Architect Name&Phone# Engineer's Name&Phone# Steven Shanley 850-264-3401 Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that a!!work will be rformed to meet the standards of a//laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6J months,or if construction or work is suspended or abandone4(or a period of six( months at any time after wort is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Sigma,Wells,Pooh. unlaces, Boilers,Heaters,Tanks and Au Conditioners,etc. 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. c�am I hereby certify that I have d and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be plied with whether speci led herein or not. The granting of a permit does not presume to thority to violate or 3 E. cancel the provisions of, �:Cher federal,state,or l�+law regulating construction or the performance o.f construction. 5 Signature of Owner . _ 1111 Signature of Contractor IPrint Name r • A Print Name M niit gJ J L ca 1cc 2 o 5 i Sworn to and subscribed befgre me Sworn to and subscn before me / this _ sr Day of M G r c -20 Lir this .1 Day Day of 4o'4't, ,20/�p 1 , A .4 ' #1 A — - • _A— (5:777\4. Not. ' Publi. e `o .� i rc I 1 Eyly ex'' JOYCE CONWAY ,,...") .. Alltfl 0/9121617 5/ tic MY COMMISSION#FF921647 BBPZA,2010 ;. . EXPIRES:SEP 24,2019 tramp i�tti .1 Bonded through 1st State Insurance rD EBVE A P A 1 1 2016 at 11 :15 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 .00 NOTICE OF COMMENCEMEN T FILE COPY / _ /� (PREPARE IN DUPLICATE) Permit No. /V /91,` y�' Tax Folio No. fl9 o 71 O r State of Florida County of uval To whom It may concern: The undersigned hereby informs you that Improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following Information is stated In this NOTICE OF COMMENCEMENT. 36-20 09-2S-29F Selva Marina Unit 9 LOT 17 BLK Legal description of property being improved: Address of property being improved: 1885 Sea Oats Drive Atlantic Beach, 32233 General description of improvements: Foundation Repair Owner Gary Fultz Address 1885 Sea Oats Drive Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address Contractor Alpha Foundation Specialists Inc. Address PO BOX 13469 Tallahassee FL 32317 Phone No.800-714-3020 Fax No. 860-671-1313 Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida.other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself.owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b).Florida Statutes.(Fill in at Owners option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date or recording unless a different date is specified): ''" �• THIS SPACE FOR RECORDER'S USE ONLY v Xi DATES' Signed. i �' Before this , day of •• .sa a �1: -- In the 3 Courty of Duval.S 1lFJon•a.has pe';•ally ap ared herein by , o (rcir��// � ,1Tha _ 4k hlmeelt he *a a;Anna that it statements and declarations herein r�fjj are true a ac accurate rn ti 0 N m V) Z N. p No Pubs• •t Large.S-t.of C C. of b a My commisson expires: -4'1_ 5 Personally Knovrn or � v Produced identlficabon _ r D • green Guulding 6-Design r Engineering I Project Management I Inspections (904)900-5856 1301 Riverplace Boulevard Suite 800 Jacksonville,FL 32207 www.greenbuildingdesign.com Certificate of Authorization Number 28891 Donald A. Boggs, PE Florida PE 31054 don @greenbuildingdesign.com Foundation Stabilization 1885 Sea Oats Drive Atlantic Beach, FL 32233 April 7, 2016 Mr. Eric Zegle Alpha Foundation Specialists, Inc. 4778-B Woodlane Circle Tallahassee,FL 32303 Dear Mr. Zegle: I have reviewed the settlement issue at 1885 Sea Oats Drive, Atlantic Beach, FL 32233 and have the following comments: 1. The structure of the above mentioned property is a one story wood frame house with face brick built in 1980. 2. The pool deck located on the east side of the structure is experiencing settlement. Particularly the south portion of the pool deck as evidenced by cracking of the pool deck. 3. The westerly portion of the north wall is also experiencing differential settlement causing step cracks in the face brick. 4. A large area of the roof drains along the north wall and is causing soil erosion. 5. It appears that the pool deck settlement is caused by improper soil compaction during construction. 6. It appears that the differential settlement along the north wall is caused by soil erosion due to the massive amount of water hitting the foundation area during rain. 7. Soil borings were not taken. 8. It is likely that differential settlement along the north wall will continue to occur unless the foundation is stabilized. 9. It is likely that the south portion of the pool deck will continue to settle unless it is lifted and stabilized. 10. To stabilize the foundation along the westerly portion of the north wall, we recommend installing 3 three inch helical piles along the north wall starting at the westerly corner. The helical piles shall be at least 14 feet long using standard brackets spaced a maximum of REVIEWED FO 514056 AMIAN ed sketch. CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL �b REQUIREMENTS AND CONDITIONS F COPY n 1 REVIEWED BY: In y DATE: LI Foundation Stabilization 1885 Sea Oats Drive April 7, 2016 Page Two 1 11. To lift the south portion of the pool deck and prevent further settlement, we recommend using Po1yLEVEL. See attached sketch. 12. To prevent settlement of the north portion of the pool deck, we recommend using i Po1yLEVEL See attached sketch. If you need additional information or have any questions, please call. Respec lly, // De a d A. Boggs, PE 4 FL PE 31054 I II rit-1.. rn Nry 1 ke\ P ,�:i green 6-Building ®esign _., Engineering Project Management I Inspections g g { 1 g (904)900-5856 1301 Riverplace Boulevard Suite 800 Jacksonville,FL 32207 www.greenbuildingdesign.com Certificate of Authorization Number 28891 Donald A. Boggs, PE Florida PE 31054 donngreenbui ldingdesign.com Foundation Stabilization 1885 Sea Oats Drive Atlantic Beach, FL 32233 April 7, 2016 B A .._._4 I 4 I 0• I Mt % N \ \N: ",A ,..• f^n r'„, ' 0 0 ® 3 Helical Piles x 14 foot long (3 Required) ��A Spaced a maximum of 7'-0" o.c. 1 Spacing is approximate and based on site conditions � A Shaded area to be lifted/leveled using PoIyLEVEL A / B Shaded area to use PoIyLEVEL to prevent settlement Green 6Building ®esign Engineering i Project Management j Inspections ' . (904)900-5856 1301 Riverplace Boulevard Suite 800 Jacksonville, FL 32207 www.greenbuildingdesign.com Certificate of Authorization Number 28891 Photos — 1885 Sea Oats Drive, Atlantic Beach, FL 32233- ii,i, ""'z,,.:.''" 14,0, 4 , 4 A, { {+" @_. . e'? ..... Photos—1885 Sea Oats Drive Avenue Page Two . 4 - .,.... ..., - I.I, ... '..*, .y ak* . ... ,ot .... Pc Sea Oats Dr 1885 . A , 1 * , . ...... . ''''.•-•„ 4 ,',. * , '''' ' •••;■1'4.■ 1P• , ' . ,,, , 0. ,- 't 11' 4 111111111111111111111111111i H 4 , Recent Aerial !.. ` •1 1 - / .o. ' , * •t '''' 4 rii! f•- .r , . . 1,.. . .. v,, ....:A, . ,,.. rliA, Aerial of North Side—Settlement Occurring on Westerly End ietX v\ Photos—1885 Sea Oats Drive Avenue Page Three x tom; • .a f Cracked Bricks —Upper Right Corner of Window x . Nti Cracked Bricks on Window Sill and Below r NOTES: 1. MINIMUM MATERIAL REQUIREMENTS: SHAFTS-Fy=60 ksi, Fu=70 ksi COUPLERS-Fy=70 ksi, Fu=80 ksi HELIX PLATES-ASTM A572 Gr.50 SHAFT COUPLING HARDWARE-(2)-0 3/a" GRADE 8 BOLTS WITH NUTS 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 LATEST ISSUE WITH E70-XX MIN ELECTRODE. 0 02.875 O.D.x 0.203 WALL 3. HELIX PLATES HAVE A NOMINAL 3"PITCH WITH \ \ © BLANK EXTENSIONS LEADING AND TRAILING EDGES BEING NO MORE THAN Y4" (NO HELIX PLATES) OUT OF PARALLEL. w J EXTENSION LENGHTS 4. LEADS AND EXTENSIONS ARE AVAILABLE AS EITHER m m PART NO. SHAFT OVERALL PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE � ¢ HP287E2 18.00 23.00 WITH ASTM A123. A"-G" IS ADDED TO THE END OF TH Ili w HP287E3 30.00 35.00 PART NUMBER TO DESIGNATE PART AS HOT-DIP cn cn cn HP287E4 42.00 47.00 GALVANIZED. I HP287E5 54.00 59.00 H H HP287E7 78.00 83.00 5, SHAFT COUPLING HARDWARE IS PROVIDED AS z z HP287E0 114.00 119.00 ELECTROZINC PLATED IN ACCORDANCE WITH ASTM B633. J J < 6. THE SAME HELIX PLATE CONFIGURATION WITH W I LONGER OR SHORTER SHAFT LENGTHS MAY BE > POSSIBLE WITH OTHER COMMONLY STOCKED OR O COUPLER CUSTOM FABRICATED PARTS BASED ON THE PROJECT � SPECIFIC REQUIREMENTS. \ . o 0 7. SOME HELIX PLATE CONFIGURATIONS REQUIRE THE 1 1 USE OF CUSTOM FABRICATED PARTS IN ORDER TO ACHIEVE THE REQUIRED GEOMETRY INCLUDING THE CUSTOM SPACING OF THE HELIX PLATES.THESE TYP CALLYY DO NOT REQU RE MORE THANA FEW EXTRA DAYS OF LEAD TIME. 02.875 O.D.x 0.203 WALL 8. THIS DOCUMENT IS MEANT TO SERVE AS A GENERAL °o^ LEAD SECTION DESCRIPTION FOR THE PRODUCTS SHOWN FOR v (HP287L7H02-3850) SUBMITTAL PURPOSES.MORE DETAILED m MANUFACTURING DRAWINGS ARE AVAILABLE UPON 0 REQUEST, 1� F' o nikr H C7 z W 03.50 O.D.x 0.281-1'7 iii r J cG ' VIWALLX6.00L03 w 2x00.84THRU� 2.00 0 w 0.38 x 012.00 O HELIX PLATE 1 O A it o `` 2x04"BOLTS o q 1.50 J i WITH NUTS • (HWS8B-Z-075-425 • 1.501 &HWSJ5N-Z-075) 2.001 2 x 00.84 THRU 0.38 x 010.00 4.00 1 HELIX PLATE ASSEMBLY DETAIL COUPLE 45` MITER Document#: Date: 4/24/15 -- FOUNDATION -- All dimensions are in in AR-H PLE-287-02 SUI'I'ORIWORKS' reference ches and onlyare for. Title: Assembly - HP287 Lead and Extensions 12330 Cary Circle, Omaha. NE 68128 Scale: NON y Sheet: 1 of 1 Phone: 800-281-8545 00 NOT SCALE DRAWING Revision: 0 FOUNDATION SUPPORTWORKS 3.INC. • NOTES: CAP PLATE-- a� 1. MINIMUM MATERIAL REQUIREMENTS: ( P288C) r BRACKET WELDMENT-ASTM A36 AND EXISTING INTEGRATED EXTERNAL SLEEVE - BRACKET HARDWARE IL STRUCTURE Fy=50 ksi, Fu=62 ksi SEE NOTES CAP PLATE-ASTM A572 GRADE 50 BRACKET BRACKET HARDWARE- BRAC B T (2)-03/4"x16"LONG GRADE B7-Fu= 125 ksi 01 ALL-THREAD ROD WITH NUTS EXCAVATION TEMPORARY io (HWTR-S210-Z-075-16&HWH8N-Z-075) OPTIONAL BRACKET HARDWARE- (2)-03/4"x 16" LONG AISI 1045-Fu= 120 ksi CONTOUR(COIL)THREAD ROD WITH NUTS (HWCR-S250-Z-075-16&HWCN-Z-075) 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 INTEGRATED EXTERNAL Q 2.0" LATEST ISSUE WITH E70-XX MIN ELECTRODE. v SLEEVE F- 3. BRACKETS AND CAP PLATES ARE AVAILABLE AS EITHER w PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123.A"-G"IS ADDED TO THE END OF THE HP288 OR HP287 II PART NUMBER TO DESIGNATE PART AS HOT-DIP PIER SHAFT GALVANIZED. 0 4. BRACKET HARDWARE IS PROVIDED AS ELECTROZINC 0 PLATED IN ACCORDANCE WITH ASTM B633. COUPLER 5. THIS DOCUMENT IS MEANT TO SERVE AS A GENERAL PROJECT DETAIL DESCRIPTION FOR THE PRODUCTS SHOWN FOR SUBMITTAL PURPOSES. MORE DETAILED MANUFACTURING DRAWINGS ARE AVAILABLE UPON REQUEST. H 6.75 H ai sos �� di ,I � ' ' _ p o ' 8.00-- °o !Ili 1 M W `N 10.50 R IFfi - BRACKET DETAIL Document#: Date: 4/24/15 - FOUNDATION - All dimensions are in Title:AR-HPBR-288-B2 SUPPOIIIWORKS' Inr feren e only.for Title: Assembly - 02-7/8" Helical Pier Bracket 12330 Cary Circle, Omaha, NE 68128 Scale: 1:10 y Revision: 0 Sheet: 1 of 1 Phone: 800-281-8545 DO NOT SCALE DRAWING FOUNDATION SUPPORTWORKS T...INC.