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387 8TH ST - FOUNDATION REPAIR (-- sf CITY OF ATLANTIC BEACH ; , ' 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 %0.769r INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES18-0063 Description: foundation repair Estimated Value: 8262 Issue Date: 2/12/2018 Expiration Date: 8/11/2018 PROPERTY ADDRESS: Address: 387 8TH ST RE Number: 169980 0000 PROPERTY OWNER: Name: SHAW RICHARD AND MIMI TRUST Address: 2061 BEACH AVE ATLANTIC BEACH, FL 32233-5934 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: RAM JACK Address: 2075 S US HWY QA ERLEWINE A SCOTT RIDGEWAY, SC 29130 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. 01..m;yr, City of Atlantic Beach APPLICATION NUMBER -rf sA Building Department (To be assigned by the Building Department.) .. 800 Seminole Road St _ /�r,q3 u Atlantic Beach, Florida 32233-5445 (�1 ". Phone (904)247-5826 - Fax(904) 247-5845 -LtI I P' J�3 )'r E-mail: building-dept@coab.us Date routed: o City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM • Property Address: 3 g S 1- SA . Department review required Ytey No p Building-j Applicant: F-G1-P' 4 a -- Planning &Zoning I Tree Administrator Project: Patha4`o,n {L Qty( 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: APPLICATION STATUS Reviewing Department First Review: oved. ❑Denied. . ❑Not applicable (Circle one.) Comments: BUILDI► 1 PLANNING &ZONING Reviewed by: niV Date: 2" P -204r TREE ADMIN. Second Review: ❑Approved as revised. nDenied. . ❑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 OFFICE COPY BUILDING PERMIT APPLICATION Sii009144 COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 Office(904)247-5826 Fax(904)247-5845 n Job Address: Seri .2y 4 .a�4Le rC�.,� 32233 Permit Number: 1`-"&1 ' —0 0 40 j Legal Description A-f ettrtlecsemi, 4* -tIQ,E t Lo EAR 10 Parcel# ((�9 Eo- ax)0 Floor Area o q.rt. Sq.'t Valuation of Work$Stoa cla•00 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New AdditionAlteration Repa' Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: S-1/4ct\\in \�(,rt4 lea �, I �ic• J Property Owner Information: Name: ,Glrofcli ♦ 1M t INuV \i 3nCt Address:Ben S-4 City i C.tra- C [ICCC� State► -Zip312W3 Phone -Lop-el(c9 E-Mail or Fax#(Optional) Contractor Information: Company Name: . k. r Quail ing� A�ge�nt: -.0•44-i F"(\Cis)I•'1 C Address:l Al. r I iA �• Ci JOL'Y�Al1UIt4C State 1L Zip ,32z le Office Phone 61'$'r70-3Co 5 Job Site/Contact Number�� Tr7O--3C�1 Fax# State Certification/Registration# G�'--tC l$1 e4 A to Architect Name&Phone# Engineer's Name&Phone#5 3 U.A. MU i4 rtec.'cta t 133 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. /certifr that no work or installation has commenced prior to the issuance?fa 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 of 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 YOUR NOTICE OF COMMENCEMENT. I hereby certifr that/have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this type 91 work will be complied with whether !fled herein or not. The granting of a permit does not presume to give authority to violate or cancel the lifprovisions of any other federal,state,or lo•' regulating construction or the performance of construction. Signature of Owner /�ji/ Signature of Contractor Le."--:., •f - Print Name i.M6 Al(.) Print Name Swo to and subscri•-• fore me o Sworq to and subscribed before me this Day of . 1... a. 20 l this %•Q Day of _Gbcti l Nr 20 Notary Public Diary Pu lie Pte'ALLEN CATOE WHITE Revised 01.26.10 MY COMMISSION 0 FF121448 cl ii Fv EXPIRES:May 08,2018 ' eft'itt, ASHLEE BURDEN * MY COMMISSION#FF914628 " 0,, EXPIRES.August 31,2019 FEB — 7 2018 Doc # 2018021088 , OR BK 18264 Page 829, Number Pages: 1 , Recorded 01/26/2018 03:28 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 . 00 copy NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. JeE S ` '©063 Tax Folio No. 169980-0000 State of • County of D..V:. To whom It may concern: The undersigned hereby Informs you that Improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following information Is stated In this NOTICE OF COMMENCEMENT. Legal desaiptionofproperty being improved: 5-69 16-2S-29e . 193 ATLANTIC BEACH 387 8TH ST ATLANTIC BEACH, FL 32233 L Q / F___5;-?33 Address of property being improved: A87 S1t ty t I AHA vm T�' tC{r(, General description of improvements: FOUNDATION REPAIR owner RICHARD AND MIMI SHAW Address 02066/ &Qat:. >41fi--4kU2., 1/41 >e l -(_3anj Owner's interest in site of the improvement N/A Fee Simple Titleholder(if other than owner) N'A Name N/A Addrer- Contractor RA M J A C K Address 14403 NORTH MAIN ST JACKSONVILLE FL 32218 Phone No. Fax No. surety(if any) N/A Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the Improvements. Name N/A Address Phone No. Fax No. Name of person within the State of Flanda.other than himself,designated by owner upon whom notices or other documents may be served: Name N/A Address Phone No. Fax No. In addition to himself,owner designates the fo:lowing person to receive a copy of the Llenor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name N/A Address Phone 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 J/�/ / OWNER ' o Signed:—V'' �/ d ' I: DATE (223I.o r U Before n,o - J h� .. __ ,. ""'te A11 EN CATOE WH1TE // MY COMMISSION e/121441/ +�a on/ DO'1RFS:May mit ma A Am Alf 41 Ali A .1wok at Largo.Stale of ' ' • • of r , My con olsslan expires: 111 V?, Pe or IdeetMta*lon teil)) RANI jAcK Power of Attorney OFFICE COPY February 6, 2018 Re: Business License & Permits Site address: 387 8TH ST ATLANTIC BEACH FL 32233 TO WHOM IT MAY CONCERN: I, A. Scott Erlewine licensed contractor #CGC1518926, hereby authorize the following person(s) to obtain permits and/or sign any and all documents related to building permits applied for and issued in my name with my license number. Nathan Smith Allen Catoe White Gary Burden Jesse McClendon Angela Burden Ashlee Burden Sincerely, igfi .4, A. Scott Erlewine Ram Jack Foundation Repair GCG1518926 877-726-6372 Subscribed and sworn to before me this 6 day of February,2018,A.SCOTT ERLEWINE personally appeared who® is personally known to e or❑produced as identification,and who did/did not take an oath. Sl"114/1j 0 ` 1I • 41410 43* Notary Public Signature Seal ars :° tyOTAFj_ p; Si • Aueuo JLL by1el)170 •,itts$i � v1 itness Signature l ' 2 •. 114403 N. MAIN ST. JACKSONVILLE, FL 322181866-735-3085 OFFICE 1 MATERIAL LOAD CAPACITY El 4021 Commercial Bracket 80 kips ultimate -4F. 2 7/8" Push Pier 70 kips ultimate MARTINEZ&ASSOCIATES 4061 Fold-Up Slab Bracket 20 kips capacity STRUCTURAL ENGINEERS.P.A. PRONE 8438391620 FAX 843 839 1623 1107 4 MYRTLE UE NORTH.313C 4065 Beam Bracket 10 kips MYRTLE BEACH.SC a 4550 2.375 2 3/8"Wall Tie-Back 42 kips capacity 2 3/8" Helical Piers 3000 ft-lbs max torque w w • U 30 kips max capacity w Z 12 kips normal use • a 42 kips tension w 2 7/8" Helical Piers 5500 ft-lbs max torque U Q 80 kips max capacity . (I) 2 • 30 kips normal use 64 kips tension a ,,,.00liIIlls,g._ THE INSTALLATION AND DESIGN METHOD UTILIZED TO `I 0 PH ,14 IMPLEMENT THESE PIERS ARE IN ACCORDANCE WITH �`� C FC1/.1' THE 2017 FLORIDA BUILDING CODE SECTION 1604.2 =vi 0 61133 r" N= PIER PLACEMENT DIMENSIONS MAY BE ADJUSTED -oVP sr E .F •,� UP TO 20% S OR ' ���`� FURTHER PIER IMPLEMENTATION MAY BE REQUIRED. ��/SiA, ���`` PIERS IMPLEMENTED NOT INTENDED TO PROVIDE OB NUMBER a ANCHORAGE FOR UPLIFT. PIERS IMPLEMENTED TO OWN R 60 OWNER LEVEL FLOOR ONLY. DRAWN BY'. PIERS IMPLEMENTED NOT INTENDED TO SUPPORT S.MARTINEZ OVERHANGING BRICK VENEER. CHECKED BY: S.MARTINEZ REVISION-DATE'. #1: 1/16/18 Saul J. Martinez � + � �....�.-�."�'�.-ro• P.E. 61133 DRAWINGDESCRIPTiON. PIFR PLACEMENT PI AN '''". Jan 29 2018 4:00 PM Docu DRAWING SCALE: 1/4"=1 -0" REVIEWED FOR CODE COMPLIANCE CURREN DRAWING ISSUE' CONSTRUCTION SET-AS BUILT CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL OFFICE ��I�� �®�. S � •O REQUIREMENTSANDCONDITIONS y REVIEWED BY: DATE: de 0 '2.°/ JANUARY 29,2018 d A-1 THRU A-7 2-7/8"0 HELICAL PILE W/STANDARD LOW/PRO BRACKET W - SINGLE STORY - CMU BLOCK WALL - 6"FOOTING - RETAINING WALL z RICHARD& MIMI SHAW IIAIVIJAC ( 387 EIGHTH STREET ATLANTIC BEACH, FL. 32233 Id7114 W Ac r i ac o. WOOD b DECK # 6 Qw�.` GJI,Vy L J A-1 6 O C • A-2 'o 'F` POOL' A-3 o z 0 A-4 < b 1 0 , A-6 3 W A-7 W a i El RAMJACK -CVn+DATION SC. TIONS ri.h.v. MARTINEZ&ASSOCIATES FLOOR BEAM BRACKET STRUCTURAL ENGINEERS,P.A. PHONE 843 839 1620 FAX 843 839 1623 1107 48Th AVENUE NORTH.310C MYRTLE BEACH.SC #4065.2875(2 718"shaft) p #4065.35(3 1/2"shaft) #4065.45(4 1/2"shaft) F- Primary Applications Q •Ram Jack's unique floor beam bracket can be installed on top of a I- . helical pier extending above the floor slab(instant column)to support - Z W sagging overloaded or under designed floor beams. i' _ r 4 U Features/Benefits ii •Can be custom built to fit almost every sized floor beam 0 W •Designed to fit on top of a 2 7!8•,3 1/2"or 4 1/2•dia.shafts o depending on required loads a. CD •Helical pier shaft extending above the floor slab will have to be W sized and designed as an unbraced column W Cr •Adjustments can easily be made with a hydraulic bottle jack • • •Four (4) 1• diameter all-thread bolts are used for ease of 0.. adjustment and stability I II Y Q •Lag screws can be used to attach bracket to beam 0 = •No welding required for installation Q •Thermoplastic co-polymer powder coated e ■ --T 2 • Materials/Parts < •Steel plates-minimum F,of 36 ksi •Bracket sleeve-minimum F,of 65 ksi •Four(4)1"diameter all-thread bolts with nuts(ASTM-193) Shipping/Ordering — 0 •Shipping weight is approx.40 lbs , ttttlilil/fry.� •24 brackets per pallet order 0 s P H 4/! •Standard Production Item- Please allow 10 business days 7[. •-� before shipping Additional Pier Assembly Items :J �C NO. "4 ,xI. , •Lead section with helixes -- • _ kw •Specified diameter per extensions(Ref.page 42) 0 611 33 N - vitt wramjadc.com (888)332-9909 �',%� ORl, ww. ��, */11(ll ► ,`, 1 111 Page 28 0 JOB NUMBER: 1S 16-160 OWNER: VD 11 7/8DRAWN BY: 12"ENGINEERED ENGINEERED TJI S.MARTINEZ TIMBER TRUSS r JOIST 00 JD/OR 114 /o0/01//�i MARTINEZ REVISION�DATE'. 0100 RE / ATTACH W/#8 SCREWS @ 4"O.C. TOP AND BOTTOM CHORDS EACH / SIDE 5/8"CDX PLYWOOD EACH 114.a. 5/6"WCDX DRAWING DESCRIPTION.. 6" SIDE OF TRUSS PLYWOOD EACH rt� SIDE OF TRUSS PRODUCT SPECS • I' DRAWING SCALE'. CURRENT DRAWING ISSUE: I CONSTRUCTION SET-AS BUILT ''0 L.-BRACKETED N A�'i RACKETED S A LSUPPORT POINT � SUPPORT POINT / ' •0 JANUARY 29,2018 2 7/8"O HELICAL PILES AND ANCHORS D MIN Fy = 65 KSI ° 0_; N STEEL PIPE I I TYP.) h = II , � i =zi II P "C" CUSTOM 4140 I__I I'. MACHINED THREADED1 •-•---- a INTERNAL COUPLING a x MIN Fy= 50 KSI I' 6. STEEL PLATE 3" PITCH (TYP.) z a < tri THE TYPICAL SPACING — ,alp FOR HELIX PLATES IS 3F ,m70 O TIME THE DIAMETER OF • THE LOWER HELIX. SINGLE HELIX DOUBLE HELIX 5 LEAD SECTION LEAD SECTION i a --p,z z TYPICAL ANCHOR ASSEMBLY 0 W o m 1. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC 228. 2. REFERENCE EXTENSION AND LEAD SECTION TABLES FOR TYPICL LENGTHS AND HELIX COMBINATIONS. 3. SHAFT MATERIAL IS 2 7/8" DIAMETER, 0.217"WALL THICKNESS AND MINIMUM Fy= 65 KSI PIPE. 0 4. HELIX MATERIAL IS MINIMUM 50 KSI CARBON STEEL. PLATE THICKNESS AVALIBLE IN 0.375"AND 0.5". 5. CONNECTORS ARE 4140 CUSTOM MACHINED THREADED INTERNAL COUPLERS. BOTH MALE AND FEMALE COW a ARE SHOP WELDED IN PLACE. w 6. NOMINAL SPACING BETWEEN HELICAL PLATES IS THREE TIMES THE DIAMETER OF THE LOWER HELIX. 7. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL FOR ALL MATERIAL I MANUFACTURING PROCESSES. 8. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE D1.1. 9. SEE ICC-ES EVALUATION REPORT PFC-5996 AND RAM JACK ENGINEERING HANDBOOK FOR ALLOWABLE VALUE F CONDITIONS OF USE CONCERNING MATERIAL PRESENTED IN THIS DOCUMENT. TYPICAL HELICAL STRENGTH RATING EXTENTION ATTACH W/#8 SCREWS @6"O. i TOP AND BOTTOM CHORDS EACH SIC ADDITIONALLY ATTACH AT W MAX.TORQUE STRENGTH- 7,000 FT-LB DIAGONAL MEMBERS @ 4"O. IL ULTIMATE CAPACITY(TENS/COMP)-63.0 KIP* EXTENSIONS $ ALLOWABLE CAPACITY(TENS/COMP)-31.5 KIP** W CAT# "A" ICC-ES `u, BASEDONATORQUEFACTOR(Kt) 9 4382 20 Xz "W/SAFETY FACTOR OF 2 BEING APPLIED4383 36 X CAPACITIES ASSUME PILES ARE FULLY BRACED WITH ii'. NO ECCENTRICTY4385 5-0 X W 4387 7'-0 X