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272 MAIN ST - FOUNDATION PIERS �j y�J�lrs. CITY OF ATLANTIC BEACH , �``j 800 SEMINOLE ROAD 15y► ~~ ATLANTIC BEACH, FL 32233 o;t INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0091 Description: install helical piers for foundation Estimated Value: 14519.53 Issue Date: 3/28/2018 Expiration Date: 9/24/2018 PROPERTY ADDRESS: Address: 272 MAIN ST RE Number: 170867 0010 PROPERTY OWNER: Name: DEALMEIDA JULIO ET AL Address: 272 MAIN ST ATLANTIC BEACH, FL 32233-2528 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: ALPHA FOUNDATION SPECIALISTS Address: 4778 - B WO B WOOLAND CIR QA MATTHEW STEPHEN SHANLEY TALLAHASSEE, FL 32303 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. riy�,�iflJCity of Atlantic Beach APPLICATION NUMBER Js it Building Department (To be assigned by the Building Department.) 800 Seminole Road S ' _co -/ -e Atlantic Beach, Florida 32233-5445o 0 Phone(904)247-5826 • Fax(904)247-5845 o !,)? E-mail: building-dept@coab.us Date routed: 3/ 611 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: c) Jia_ S-I ent review required Ye No Building Applicant: A l p h.c n AG(i;0 n Planr oning Tree Administrator Project: '. (\5-Ari 1 `tel t C l V\Q I S -`•7r Public Works (` Public Utilities "C -k n t([1. 3f) Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date 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: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONINGiN 1 3 0/ Reviewed by: Date: ?/ i TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 Job Address: 272 Main Street Permit Number: le._ES 8 —p 05 Legal Description:Sec H Atlantic Beach Lot 4 BLK 102 Parcel#170867-0010 t Floor Area of Sq.Ft. Sq.Ft Valuation of Work$14419.53 Proposed Work heated/cooled X non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential If an gxistin structure, fire sprinkler system installed?(Circle one): Yes No NA Honda Product Approvals For multiple products use product approval form Describe in detail the type of work to be performed:We will be installing Helical piers to 1' v t a of La/ Property Owner Information: z'a" l Q.... / Name.Juliu Deahueida Address:272 Maui Street City Atlantic Beach State-FL Zip 32233 Phone 904-803-9539 E-Mail or Fax#(Optional) D p 2018 Contractor Information: M AR - 8 Company Name:Alpha Foundations Specialists Inc. Qualifying Agent:Matthew Shanley Address:PO Box 13469 Tallahassee,FL 32317 City Tallahasse State:FL Zip:32317 Butt, ia�n Department Office Phone 850-877-1313 Job Site/Contact Number_904-362-7084 Fax# ` State Certification/Registration# CBC1257350 City ct Atlantic Beach, FL Architect Name&Phone# J Engineer's Name&Phone# Don Boggs 904-504-6014 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 all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period or six(6 months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,furnaces, Boilers,Heaters,Tanks and Air 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 YO1JR NOTICE OF COMMENCEMENT. I hereby certify t ' I e ad and fined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work 1 be 'implied ith whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the prov'. V` othe ederal,state,or local law regulating construction or the performance of construc Signa - of I Z e Signature of Contractor Print .. - -46. '1 ' Print Name • OA) (? teki e,oe{S r '455- „ -47-' Sworn to and subscn.•� before me Sw s us to and subs.i.-' .-fg�e t 1 this Day of r�� ,{ 20 this I ay of - /V K tt_�f/� ,20 1 k CL'�a/`� 'J" V u laC t Jw►wr/ 1 N tary Public No Pub , tis'kr'''% JACK ROGER SUMNER III I ' 1. Commission#FF 183675 *,-,....w. Expires December 16,2018 ( ..••••;;;;;'i;,, CHANTEL JARZEN i„,1V Bonded Thor Troy Fain Inoue re 800-385-7019 1 _ • �r Notary Public-State of Florida ( ' ®` Commission I GG 181342 I :!pr R..07:-/ My Comm.Expires Jan 31,2022 1 '..,.'Bonded through National Notary Assn. Doc # 2018054990, OR BK 18308 Page 531, Number Pages: 1 , Recorded 03/08/2018 10:28 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10. 00 NOTICE OF COMMENCEMENT oFFIcE Copy p (PREPARE IN DUPLICATE) Permit No. ES /O, 0° g I Tax Folio No. State of Florida County of Duval To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: Sec H Atlantic Beach Lot 4 BLK 102 Address of property being Improved: 272 Main Street Atlantic Beach, FL, 32233 General description of improvements:Foundation Repair Owner Julio Et Al Dealmeida Address 272 Main Street Atlantic Beach,FL,32233 Owner's interest in site of the Improvement Fee Simple Titleholder(if other than owner) Name Address Contractor Alpha Foundation Specialists Inc Address PO BOX 13469 Tallahassee FL 32317 Phone No.800-714-3020 - Fax No. 860-671-1313 Surety(if any) Address Amount of bond$ 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 Lienors Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill In at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration :_ -Is one(1 ear from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY \ T. OWNER n j� -Igned: DATE /i` i Before day of '7- '_f • In the Co n, • -o(,�Igqrrtltl ,hasperso••IIy a ppealed i� •n IcIPC'YO efcl i%pefr�0. rereinby aherself and affirms that all statements and declarations herein are true fNe 91sYdNMMe nm. 4me''••. JACK ROGER F MNER18367 III 5r � • � Commission.#FF 183675 ' r.•�r. _:= Expires December 16,2018 1'•.L,V Banded TNu TR,No Insurance 800385-7018 Notary P JV4. My commission expires: tz t.• f$.b 1 Personally Known or Produced Identification tPr?Jars J 1, P4-133--11al:C51-123—s LOPY green 6-Building 6DesI n EngineeringEngtneenng Project Management 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 272 Main Street Atlantic Beach, FL 32233 March 5, 2018 Trey Sumner Alpha Foundation Specialists,Inc. 4778-B Woodlane Circle Tallahassee, FL 32303 Dear Mr. Sumner: I have reviewed the foundation settlement issue at 272 Main Street,Atlantic Beach,FL 32233 and have the following comments: 1. The structure is a one-story wood frame house with vertical sheet siding built in 2001. 2. The foundation consists of slab on grade with a thickened slab as the perimeter foundation. 3. There are large cracks in both the interior wall and ceiling. (see photos) 4. The thickened slab has a vertical crack visible from the outside. (see photos) 5. The grout in the interior ceramic tile floor is separating. 6. The interior concrete slab has a settlement crack running the entire width of the house in the north to south direction. 7. The settlement is occurring along the west wall. 8. Measurements at the southwest corner are as much as 1.6 inches below the original finished floor elevation. 9. The cause of the settlement is unknown,but most likely due to inadequate soil compaction during construction. JJ\ Q ,---t. ;.....;,-.0.....LOPY Alpha Foundation Specialists, Inc. Foundation Stabilization 272 Main Street Page Two 10. Soil borings were not taken. 11. Settlement will most likely continue to occur unless the foundation is stabilized. 12. To stabilize the foundation along the west side of the house, we recommend installing 2 three inch helical piers along the western portion of the south wall, 6 three inch helical piers along the west wall, and 2 three inch helical piers along the western portion of the north wall for a total of 10 three inch helical piers. These piers are to be up to 14 feet long using standard brackets and spaced a maximum of seven feet apart. See attached sketch. 13. Pier spacing may exceed seven feet when required on each side of a sliding glass door or wide window. Piers shall not be placed under windows or doors. If you need additional information or have any questions, please call. Respe lly, nald A. Boggs, PE L PE 31054 FFICE coY - green G uilding ®esign Engineering I Project Management ) 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 donngreenbuildingdesign.com Foundation Stabilization 272 Main Street Atlantic Beach, FL 32233 March 5, 2018 O 0 0 0 0 0 a 0 a 0 GARAGE PORCH 0 3" Helical Piers up to 14 feet long(10 Required) Maximum Spacing is 7'-0" (See letter for exceptions) green �u ldin ®esIgn 9 ' 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 Photos— 272 Main Street, Atlantic Beach, FL 32233 ,. .. Front of house looking west. i" - # ' 7 ., a ,... , 4 ,,,tvt 1 a I '. s ,,,, )j-;/kar. � / JAXGIS 2017 Aerial. Photos—272 Main Street 2 170867 0010 272 ; 4 i .A.-- 11 41: 2 i JAXGIS Property Map ,„,:l., 92 h 10111116117, jack,' ' '' i 0 ,vdena, ,.. 1.41, .t,I 4*, . 7, , ",,,, ,,.. ,g!tit•,,, . ' • .• 7 i , ale... %,...,,, , . , Atlantic ."--'';i7k,,, .,.', '— Beach ''' ''' --, ri ; ril . _ . iliA,1 ,i• L- , 'cr,41Fta t I -', '$,. , 170867 0010,.. ' ,, •, , , ,,. ,_-, AdanticE`.: • i,, - !,";'..,4,1“I t A., Attantic—Rivd .- - Neptune Beach ,%,, ix 1 4.4.m• 0,7zile;. -,,, ..,. .. ..,. : , ,,,,-.,,,,,,„ .4.:, ., t.,,,7„,,,, ,,,,,.,. •= ..".• ”' ' - " ,V*:,4",,# 1.1/**.'44. • ,:, •irk no If• N. JAXGIS Vicinity Map \ 11,c Photos—272 Main Street .. *mss. , ,.. .. ,T3. ,f ,, dh Ms+Ai d b ��" � 1‘4 a jd ', A � C t 11 � °tie ` iii eF g4` ':p,',10.. - ' 4a bbbTTT .pd ''',1-''''''..1r-;$.e fi Settlement crack in drywall of both wall and ceiling.. W 1 J 1111111111111.11111 d jp \,•1 (1 .11, %�e t s T (11 Settlement crack in concrete slab—from exterior. NOTES: 1. MINIMUM MATERIAL REQUIREMENTS: (PP CAP PLATE LATE288C) �a, BRACKET WELDMENT-ASTM A36 AND S EXISTING INTEGRATED EXTERNAL SLEEVE - BRACKET HARDWARE , STRUCTURE Fy=50 ksi, Fu=62 ksi SEE NOTES CAP PLATE-ASTM A572 GRADE 50 BRACKET HARDWARE- BRACKET BRACKET (2)-�/4"x 16"LONG GRADE B7-Fu=125 ksi ALL-THREAD ROD WITH NUTS TEMPORARY (HWTR-S210-Z-075-16&HWH8N-Z-075) EXCAVATION OPTIONAL BRACKET HARDWARE- (2)-QA/4"x 16'LONG AISI 1045-Fu=120 ksi CONTOUR(COIL)THREAD ROD WITH NUTS (HWCR-5250-Z-075-16&HWCN-Z-075) 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 INTEGRATED 2.0° LATEST ISSUE WITH E70-XX MIN ELECTRODE. EXTERNAL U SLEEVE F- 3. BRACKETS AND CAP PLATES ARE AVAILABLE AS EITHER cC NI Lu PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE > WITH ASTM A123.A"-G"IS ADDED TO THE END OF THE HP288 OR HP287ill PART NUMBER TO DESIGNATE PART AS HOT-DIP PIER SHAFT GALVANIZED. 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 DESCRIPTION FOR THE PRODUCTS SHOWN FOR PROJECT DETAIL SUBMITTAL PURPOSES.MORE DETAILED MANUFACTURING DRAWINGS ARE AVAILABLE UPON REQUEST. H 6.75 H illi illill1:: :P. T ' 8 ' ' 8.00 0 ROMP T-Ill I . CO , I p PF c c N 10.50 I IIII III BRACKET DETAIL Document#: Date: 4/24/15 - FOUNDATION - All dimensions are in AR-H PBR-288-B2 SUPPORTWORKS' inches reference only.for Tittle: Assembly-02-7/8" Helical Pier Bracket12330 Cary Circle,Omaha, NE 68128 scale: 1:10 Revision: U Sheet: 1 of 1 Phone: 800-281-8545 DO NOT SCALE DRAWING 5 FOUNDATION SUPPORTWORKS©,INC. rilekv 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)-03/4" GRADE 8 BOLTS WITH NUTS 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 LATEST ISSUE WITH E70-XX MIN ELECTRODE. 102.875 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" rillo. (NO HELIX PLATES) OUT OF PARALLEL. Ili EXTENSION LENGHTS 4, LEADS AND EXTENSIONS ARE AVAILABLE AS EITHER m Q PART NO. SHAFT OVERALL PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE Q 1-- HP287E2 18.00 23.00 WITH ASTM A123.A"-G"IS ADDED TO THE END OF THE u w HP287E3 30.00 35.00 PART NUMBER TO DESIGNATE PART AS HOT-DIP w HP287E4 42.00 47.00 GALVANIZED. _ HP287E5 54.00 59.00 F' 0 ( HP287E7 78.00 83.00 5. SHAFT COUPLING HARDWARE IS PROVIDED AS C.6 W HP287E0 114.00 119.00 j Lu ELECTROZINC PLATED IN ACCORDANCE WITH ASTM B633. J J �+ 1 6. THE SAME HELIX PLATE CONFIGURATION WITH cG Q w I LONGER OR SHORTER SHAFT LENGTHS MAY BE i w POSSIBLE WITH OTHER COMMONLY STOCKED OR > r C CR CUSTOM FABRICATED PARTS BASED ON THE PROJECT SPECIFIC REQUIREMENTS. 7. SOME HELIX PLATE CONFIGURATIONS REQUIRE THE USE OF CUSTOM FABRICATED PARTS IN ORDER TO J OUPLEACHIEVE THE REQUIRED GEOMETRY INCLUDING THE SPACING OF THE HELIX PLATES.THESE CUSTOM PARTS TYPICALLY DO NOT REQUIRE MORE THAN A 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 I � LEAD SECTION DESCRIPTION FOR THE PRODUCTS SHOWN FOR m (HP287L7H02-3850) SUBMITTAL PURPOSES.MORE DETAILED I MANUFACTURING DRAWINGS ARE AVAILABLE UPON = REQUEST. I-- 0 z al Ii 03.500.D.xWALL x 6.00 LONG u111 2x00.84THRU 2.00 0.38x012.000 • HELIX PLATE if 0 2x04" BOLTS 0 1.50 i WITH NUTS �' (HWS8B-Z-075-425 • 1.50 &HWSJ5N-Z-075) 2.00 2 x 00.84 THRU 0.38 x 010.00 4.00-I HELIX PLATE ASSEMBLY DETAIL (COUPLER)45° MITER Document#: Date: 4/24/15 F o u N o A T i o N All dimensions are in AR-H PLE-287-02SUPPORTWORKS' inches reference only. Title: Assembly - HP287 Lead and Extensions12330 Cary Circle, Omaha, NE 68128 scale: NONE Revision: 0 Sheet: 1 of 1 Phone: 800-281-8545 DO NOT SCALE DRAWING FOUNDATION SUPPORTWORKS r5.INC.