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589 CLIPPERSHIP LN - FOUNDATION REPAIR A s- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD T.4 ATLANTIC BEACH, FL 32233 r INSPECTION PHONE LINE 247-5814 RESIDENTIAL -ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: 16-RAAR-2323 Description: foundation repair Estimated Value: 7000 Issue Date: 9/27/2017 Expiration Date: 3/26/2018 PROPERTY ADDRESS: Address: 589 CLIPPERSHIP LN RE Number: 170703 0216 PROPERTY OWNER: Name: PHYLLIS MOORE Address: 589 CLIPPERSHIP LN ATLANTIC BEACH, FL 32233 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. * 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. rs -\,�,City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ;,:, . `i800 Seminole Road t, _p y .-----`- , Atlantic Beach, Florida 32233-5445 �! F- i -— a 3?)-.3 Phone(904)247-5826 • Fax (904)247-5845 ^^ -"!ri; : ;t� • E-mail: building-dept©coab.us Date routed: 10 111-1 1`((CJ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S % l C4t �.(S‘NY L-!) D rtment review required Yew No Buildin ✓ Applicant: &l.phti FlpLlA(,t,el Dn S anning &Zoning Tree Administrator Project: t l(1i,Q,--Vla1\ ClQcLi. I Public Works Public Utilities 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: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed 9-/iReviewed by: Date: 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 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)&2447n-,584455 Job Address: sq CAVYr 1 N emit Number: -A zaa3 Legal Description?7�-U2 t{ (" a41G .1I Parcel# I 1 ( 7f)J tL2 Floor Area of Sq.Ft. Sq.Ft , 1 Valuation of Work$4''�, 00 I) Proposed Work heated/cooled 1 t03� non-heated/cooled_` d `t a_ Class of Work(circle one): New Addition Alteration 'ep. Move Demolition pool/sr 'nE/C E I V E Use of existing/proposed structure(s)(circle one): Commercial esidenti If an existing structure,is a fire sprinkler system installed?(Circle one): es No Florida Product Approval# 1 OCT 1 7 2016 For multiple products use product approval form Describe in detail the type of work to be performed: 'h 5 X\(f)t C.X.N X r Property Owner information; /�+ L1 1 (,� Name:� �`\• 5 \OO( - Address: C(I r Shl p )N. PiTI TiC.Reac'),3223 3 City �O. kQ ‘... e:44 h Statec/Zip 12933 Phone -Jl)1-i - 36 s- (l t`) E-Mail or Fax#(Optional) i Contractor Information: L Company arae•t 6 II . ir i1 '. . -6 Qualif in_Agent: Liar 10 _a _ I ! Address: PO • I 111(Q City . .a 7 State Zip a I Office Phone 46.r► . - i t Joiq S'te`C t umber cllaa- 1 1 Fax# N • _ State Certification/Registration# C f; d'D 1) Architect Name&Phone# Engineer's Name&Phone#Ttl(Y•t\6 100 1 Do-,7Cis� Fee Simple Title Holder Name and Address CCC!!! 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. !certify that no work or installation has commenced prior to the issuance()fa permit and that all work will he performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void tf on work is not commenced within six(6)months.or if construction or work is suspended or abandoned for a period of six(6)months at any time diet-work is commenced. !mnderstand that separate permits must he secured for Electrical Work.Plumbing;Signs, Wells,Pools, Furnaces,Boners, 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 YOUR NOTICE OF COMMENCEMENT. I hereby certify that!have read and examined this a plication and know the same to he true and correct. All provisions of laws and ordinances governing this tion type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authorit' • 'late or cancel the ' /; provisions of any other federal.state,or local law regulating construction or the performance of construction. 4, 41 , - I f Signature of Ow r -/ . . /L.• �' `,i.. Signature of Contractor 5 Q c o Print Name ,/S O> it E f Print Name li.!•t-t•-<<snr shop..1C.L �!' N A IIa. '' 2orn to and subsc ibe be ore me � Sworn to and subscribed beforeIncc � /7. 'tk ,�,° g this 1_4_Day of O C 0.r .20 (kp this J1-1 Day of c .20 I LQc A O AjY-4—'tO $' Notary P is Notary Pub r-- ....______ VD Revised 01.26.10 Doc # 2016236871, OR BK 17742 Page 1545, Number Pages: 1, Recorded 10/14/2016 at 01:02 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 J- /G- R C-' YYY7 y NOTICE OF COMMENCEMENT OFFICE COPY State of "Fl()Yl oct Tax Folio No. 1 b1 O3-.t U County of-DU\i Pvt.. . 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: 3S—(1 (--� — S�aq t•-• sQCiS fxrit_i Address of property being improved: C) CIIppe r SV-Nip LN 1 ek1ani-i. l��ctiejn( -L • ZZ33 General description of improvements:Faiy\ 3 k ,(1 pc i r Owner: pi-11I►1S 'MOOr€. Address: Clipper- Ship �(�r ►r►C Owner's interest in site of the improvement: chi FZ-► 3za Fee Simple Titleholder(if other than owner): Name: Cont ctor: p f1� _a kaA-i•f1 I'' Address: 6 . AN ! L - . - f© 1 U V E Telephone No.: j 3O�, )— 3 3 Fax No: 1\3•A Surety(if any) 0(:T 1 7 2016 Address: Amount of Bo 11i Telephone 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: Telephone 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 Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER 1 Signed: ibate: Before me this/ Say911-9.19144.---- in the C1Nbxnty D al,State Of Florida,h: rsonal y appeared Notary Public at Large,State of Florid Co my of D . My commission expires: , ,�c Personally Known: . „r Produced Identification: ..xt-'riviv w . a PIRES:so24,2019. &Wed through 1st State Insurance . , green 6Bu ldin9 ®esign g 1 Engineering Project Management Inspections 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 don@greenbui ldingdesign.com Foundation Stabilization 589 Clipper Ship Lane Atlantic Beach, FL 32233 October 13, 2016 OCT 1 7 2016 Mr. Jason Brantley _ s -, Alpha Foundation Specialists, Inc. 4778-B Woodlane Circle Tallahassee, FL 32303 Dear Mr. Brantley: I have reviewed the settlement issue at 589 Clipper Ship Lane,Atlantic Beach,FL 32233 and have the following comments: 1. The structure of the above mentioned property is a one story concrete block house with stucco coating built in 1981. 2. The settlement issue occurs along the east wall of the house, specifically the north east and south east corner of the house. 3. The cause of settlement appears to be poor soil compaction during original construction. 4. There is possible erosion along the south east corner, but that appears negligible 5. Settlement along the east wall is 1.1 inches below the base floor elevation. 6. There are settlement cracks observed in the stucco—typical stair-step cracking. 7. Soil borings were not taken. 8. It is likely that differential settlement will continue to occur unless the foundation is stabilized. 9. To stabilize the foundation, we recommend installing 2 three inch helical piles at the southwest corner and 3 three inch helical piles at the northwest corner for a total of 5 helical piles. The helical piles shall be at least 14 feet long using standard brackets spaced a maximum of seven feet apart. See the attached sketch. If you need additional information or have any questions, please call. Res e fully, REVIEWED FOR CODE COMPLIANCE t CITY OF ATLANTIC BEACH D Id A. Boggs, PE Vo SEE PERMITS FOR ADDITIONAL FL PE 31054 `�r REQUIREMENTS AND CONDITIONS ��� REVIEWED BY: rn DATE: /0'i 916 OFFICE COPY • - green building ®esiqn Engineering 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 589 Clipper Ship Lane Atlantic Beach, FL 32233 E© E iJ v E October 12, 2016 OCT 1 7 2016 0 0 0 V OFFICE COPY 0 3" Helical Piles x 14 foot long (5 Required) Spaced a maximum of 7'-0" o.c. '( Spacing is approximate and based on site conditions _ , , • : green 6Building ®esiqn `1 4 Engineering I Project Management i Inspections (904)900-5856 D E 0—gl 1301 Riverplace Boulevard Suite 800 OCT 1 7 2016 Jacksonville,FL 32207 www.greenbuildingdesign.com Certificate of Authorization Number 28891 Photos — 589 Clipper Ship Lane, Atlantic Beach, FL 32233 ,. it .v-- , L fF,. • r 'r• it( 4e�^• -tib ,�V S • ,. Rte. 1.,,I, . '-- . •.•.-z-_= ii w,, , . 4 ,., 4 it lilt 1 111 �� h. . ..`�,�re 'e h .. 111 .. Aire ' ►. • 111 . •+�,. I .` 111 � ` y ' 4;4 M�tii` !• a r • — •- 1 s?J A!1 ;fid\. .1 . .'J .I'►t OMs FF:�r,. ai Front of the house–looking north–settlement cracking is on the northeast and southeast corners and east wall. t S. . , r,1 4� ••, ... ;4 � a1-�W.m 1118 ' �. Y .0.0..--ire.4,1"itio•ta.S-pictil,641 -„,.–...„-- ` .. .-fl";911,-* .4.0 ,:: "Aci,.. 1-- rt-, 8 ' -,,,„fir<�y�,. •'�" legitamigatomao ,._ . a .. Will e� t#11�, X11 g t .♦ Will i !►.' Southeast corner of the house OFFICE COPY \..° Photos—589 Clipper Ship Lane 2 yEJ aw 114: `• •R a .ii r' I} . f 9 .. 'V t ';T 7 7 t _ .. ••.- 589 Clipper Ship Lane 4 :mow ---- • - Ill .4. - .- - - $ f .„ _..- Clipp: a - Recent Aerial—settlement is on the northeast and southeast corners and east wall t . ' " 4`. . -- a Ts' . •c rg t ..v i am r, pr - r i, c •a ,•,. a Ciipp ° ,_ • erg .� 'i4 ` jrikJ itt ,t •.`a •1 •'$.t t y ' — — It..../ \f' Recent Aerial showing general location )6/ OFFICE COPY Photos-589 Clipper Ship Lane 3 • �1. • r' s� .• r >is ?' •A VIM.-fwi`:- ., j. �. +_ _ Vh91rr ww.r .Zinr..sl�rw:s } trF.-„,--7-•••-•.•,...-..,........,. i rs •.„ 11 Stair step crack in block on eastern side of north wall A\ oler �j. I ` t �P r 'j �' -11.0" ` •'y •11 L ® © ��� f' S �1 �" inal . . ,,.. E. .1,444k. . i ' . • S ! '-",,,) {I I : '' mow; <'� x,. � �-. 5-£ 1 r itc, � t� x J �Y 4�.R %r� � It v� ` A1 F Northeast corner 0" OFFICE COPY Photos—589 Clipper Ship Lane 4 :f � • { ' . 1 4 i� F iz ��'. + �. tib yiy Y y Sl. Horizontal crack at northeast corner. Air $la1 I t,I,1,k` t 1 * t / I �A vt far .s e ti.^ ._e'' IN d' !w ' ' , •f1 S , it;. :''''',i'l4,.,•+'( y '14,.'t4 '1'1', t .'.,,,,C'`,1'''.,I, 'I''; ' 1l.' t • 1441 x ",-,!t:. , Cracks above window on north wall close to northeast corner. \to OFFICE COPY Photos—589 Clipper Ship Lane 5 •r n,. i �i.1v s ` l I f 1 .. _ , 1 c 1 • • JS ,i` r N.:/ fir,. y.d..� ''1 r!' ,} 3ti ` el e . , \ 1t ) • 1 ,f }A Stair step cracks below window on north wall near northeast corner x• \ i: \V. e ' ,. M +4 , NA. ” ee✓ ,..... .. T • *< 1 '4...,1-., N.. t- �' ' t4 a °.. Eastern portion of north wall c ---;,/\• OFFICE COPY I NOTES: 1. MINIMUM MATERIAL REQUIREMENTS: u7 SHAFTS-Fy=60S 0 ksi COUPLERS-Fy=70 ksi,Fu=80 ksi HELIX PLATES-ASTM A572 Gr.50 SHAFT COUPLING 8 BOLTS WITH NUTS)-0 3/a 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 LATEST ISSUE WITH E70-XX MIN ELECTRODE. 3. HELIX PLATES HAVE A NOMINAL 3"PITCH WITH 0 02.875 O.D.x 0.203 WALL LEADING AND TRAILING EDGES BEING NO MORE THAN Ya" f BLANK EXTENSIONS (NO HELIX PLATES) OUT OF PARALLEL. ET EXTENSION LENGHTS 4, LEADS AND EXTENSIONS ARE AVAILABLE AS EITHER m m PART NO. SHAFT OVERALL PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE Q Fa- HP287E2 18.00 23.00 WITH ASTM A123. A"-G"IS ADDED TO THE END OF TH ~ w w w HP287E3 30.00 35.00 PART NUMBER TO DESIGNATE PART AS HOT-DI w co HP287E4 42.00 47.00 GALVANIZED. I HP287E5 54.00 59.00 I-- Q HP287E7 78.00 83.00 5. SHAFT COUPLING HARDWARE IS PROVIDED AS z w HP287E0 114.00 119.00 ELECTROZINC PLATED IN ACCORDANCE WITH ASTM B633. w J -J H I 6. THE SAME HELIX PLATE CONFIGURATION WITH tx uj Iuj LONGER OR SHORTER SHAFT LENGTHS MAY BE m ` POSSIBLE WITH OTHER COMMONLY STOCKED OR - r COUPLER CUSTOM FABRICATED PARTS BASED ON THE PROJECT SPECIFIC REQUIREMENTS. 0 7. SOME HELIX PLATE CONFIGURATIONS REQUIRE THE 0 USE OF CUSTOM FABRICATED PARTS IN ORDER TO -1- ACHIEVE 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. S 02.875 O.D.x 0.203 WALL 8. THIS DOCUMENT IS MEANT TO SERVE AS A GENERAL LEAD SECTION DESCRIPTION FOR THE PRODUCTS SHOWN FOR $ (HP287L7H02-3850) SUBMITTAL PURPOSES.MORE DETAILED MANUFACTURING DRAWINGS ARE AVAILABLE UPON = REQUEST. 0 Z • • OFFICE COPY w 03.500.D.x0.281 _ R 11111 INWALL x 6.00 LONG ' 431...m.....-..-- ��� 2x00.84THRU [2.00 j 0.38x012.00 • 0 j HELIX • PLAT: E N E is O } o • V 2x0"BOLTS q • V 1.50III WITH NUTS o ro 1 72016 (Hws86 z-o7s-a25 &HWSJ5N-Z-075) 1.50i .10 2 x 00.84 THRU 0.38 x 010.00 4.00 i HELIX PLATE ASSEMBLY DETAIL /u OUPLEF) 45' MITER Document#: Date: 4/24/15 F o u N o A T i o N All dimensions are in AR-H P LE-287-OZSUPPORT WORKS• inches reference only. Title: Assembly- HP287 Lead and Extensions 12330 Cary Circle,Omaha, NE 68128 Scale: NONE Revision: U Sheet: I of 1 Phone: 800-281-8545 DO NOT SCALE DRAWING FOUNDATION SUPPORTWORKS'.5,INC. NOTES: � � 1. MINIMUM MATERIAL REQUIREMENTS: (HP288C) CAP PLATE-- . BRACKET WELDMENT-ASTM A36 AND ji INTEGRATED EXTERNAL SLEEVE - BRACKET HARDWARE 111 EXISTING STRUCTURE EXISTING RE Fy=50 ksi, Fu=62 ksi SEE NOTES CAP PLATE-ASTM A572 GRADE 50 BRACKET HARDWARE- (HP2888 BRACKET T (2)-VA"x 16"LONG GRADE B7-Fu= 125 ksi al ) ALL-THREAD ROD WITH NUTS TEMPORARY /j\ (HWTR-S210-Z-075-16&HWH8N-Z-075) EXCAVATIONlipir OPTIONAL BRACKET HARDWARE- / (2)-03/4"x 16"LONG AISI 1045-Fu= 120 ksi \�\ \ /�\ CONTOUR(COIL)THREAD ROD WITH NUTS j i\N / (HWCR-S250-Z-075-16&HWCN-Z-075) 2.0"0" 2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 INTEGRATED \�/\ EXTERNAL U �\�\��� LATEST ISSUE WITH E70-XX MIN ELECTRODE. SLEEVE r= lz 3. BRACKETS AND CAP PLATES ARE AVAILABLE AS EITHER �\ /\\\/' PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE /�. �\\ \\ WITH ASTM A123.A"-G"IS ADDED TO THE END OF THE HP288 OR HP287 ��� � PART NUMBER TO DESIGNATE PART AS PIER SHAFT %j/ �//j/j\/ GALVANIZED. O \�\ \ 4. BRACKET HARDWARE IS PROVIDED AS ELECTROZINC / \ PLATED IN ACCORDANCE WITH ASTM B633. COUPLER ' 04 .\\ �\\\�\\ 5. THIS DOCUMENT IS MEANT TO SERVE ASA GENERAL PROJECT DETAIL DESCRIPTION FOR THE PRODUCTS SHOWN FOR SUBMITTAL PURPOSES.MORE DETAILED MANUFACTURING DRAWINGS ARE AVAILABLE UPON REQUEST. H---6.75H IC=— � r r.:4A cj - --- t .oII-- 800— � lir 1 ., ,c; ,:cs. IF I M N N 10.50 IIIII PO BRACKET DETAIL OFFICE COPY Document#: Date: 4/24/15 — FOUNDATION -- All dimensions are in AR-H PB R-288-BZ SUPPORTWORKS' inches reference only. Title: Assembly- IO2-7/8' Helical Pier Bracket 12330 Cary Circle,Omaha, NE 68128 Scale: 1:10 Revision: 0 Sheet: 1 of 1 Phone: 800-281-8545 DO NOT SCALE DRAWING ;:FOUNDATION SUFPORTWORKS T.INC.