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740 SAILFISH DR ACC PERM ACCESSORY PERMIT PERMIT NUMBER ACC19-0001 CITY OF ATLANTIC BEACH ISSUED: 1/28/2019 800 SEMINOLE ROAD EXPIRES: 7/27/2019 ATLANTIC BEACH. FIL 32233 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 740 SAILFISH DR ACCESSORY SINGLE OR TWO SHED 10' x 12' $4000.00 FAMILY ACCESSORY TYPE OF REALESTATE BUILDING USE ZONING: SUBDIVISION: ON CONSTRUCTION: NUMBER: GROUP: 1712060000 ROYAL PALMS U NIT 01 ---- 1 COMPANY: ADDRESS: CITY: STATE: ZIP: OWNER: ADDRESS: CITY: STATE: ZIP: —M BARNES AMBER ET AL 740 SAILFISH DR ATLANTIC BEACH FL 32233 WARNING 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 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal, Realco Recycling,Shapells, Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal). Container cannot be placed on City right-of-way. Issued Date: 1/28/2019 1 of 2 ACCESSORY PERMIT PERMIT NUMBER ACC19-0001 CITY OF ATLANTIC BEACH ISSUED: 1/28/2019 800 SEMINOLE ROAD ATLANTIC BEACH. FIL 32233 EXPIRES: 7/27/2019 RIGHT OF WAY RESTORATION INFO IMATIONAL 3 PUBLIC WORKS Notes: i3 Full right-of-way restoration,including sod,is required. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT SC 77 BUILDING PERMIT 455-0000-322-1000 0 $75.00 U L B ul p UILDING PLAN CHECK 455-0000-322-1001 0 $37.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 45S-0000-322-1006 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.44 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 1 0 $50400 TOTAL:$241.94 Issued Date: 1/28/2019 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 Rect-9 - 00o Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date rou 1 / 4 L9 QJ City web-site: http://www.coab.us ted: APPLICATION REVIEW AND TRACKING FORM Property Address: 140 Department review required— Yes No Applicant: OWN)E-g- —.-IFamning &Zoning—�� z Tree Administrator Project: C X ic or Ic I u ic a ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date Florida Dept. of Environmental Protection of Permit Verified By Florida Dept. of Tran sportation St. Johns River Water Management E—Strict Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [:]Approved. NUenied. (Circle one.) Comments: (ZD PLANNING &ZONING Revi�eweed by: Date:/— q—/q TREE ADMIN. Is Second Review: P�Approved as revised enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: FlApproved as revised. nDeni d. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 0 0 0 Phone(904)247-5826 - Fax(904)247-5845 E-mail: buiiding-dept@coab.us Cityweb-site: http://vvww.coab.us Date routed', / L9 APPLICATION REVIEW AND TRACKING FORM Property Address: :740 Dep irtment review require Yes No 17070TF�-(b Applicant: C)LA_) —.-t1ra-nning&Zoninq:�> Tree Administrator Project: 10 X I z �_�c �®r � Ic 11 --Pub ic 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 617s—trict — Army Corps of Engineers — Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS e Reviewing Departm nt First Review: Approved. FIDenied. (Circle one.) Comments: /'o BUILDING PLANNING &ZONING Reviewed by.,�e A�f Date: V7119 TREE ADMIN. Second Review: DApproved as revised. [—]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. FIDenied. Comments: Reviewed by: Date: Revised 07127/10 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 ftcc ol Phone(904)247-5826 Fax(904)247-5845 outed� E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -� qo Sa; ment review required Yes No ,B u ijdi�a � Plann Applicant: ('I_ in Tree Administrator Project: 'S h(P d [Q X 12- Public WorkQ =c TMiljtie�:) Public TaTeTy— LFT Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Envi ronmental 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: [�<Approvecl. []Denied. []Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed bv:'/t::?""t��Date� 49—/ TREE ADMIN. Second Review: FjApprovecl as revised. F–]Denied. []Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. EDenied. DNot applicable Comments: Reviewed by: Date: Revised 05119/2017 t.A�l City of Atlantic Beach APPLICATION NUMBER Building Department (To lbeassigned by tiheBuilding Department.) 800 Seminole Road ECEFIVEF Atlantic Beach, Florida 32233-5445 Phone(904) 247-5826 - Fax(904)24 45JAN 0 7 2019 E-mail: building-dept@coab.us r '091" R Date routed: By.� _J City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �'Z+ C) Department review required Yes No tDepa ment reoview:requ!ired ui in. Applicant: Ow N)&R_ anning&Zonina---, T T ( z ( ree Akdministrator Project: o X_ ic or u I C III Mu ic 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_61�strlct — Army Corps of Engineers — Division of Hotels and Restaurants — Division of Alcoholic Beverages and Tobacco Other: APP�ICATION STATUS Reviewing Department First Review: [/Approved. FIDenied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed loy.-&--,4,� ate: TREE ADMIN. Second Review: []Approved as revised. nDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by.- Date: FIRE SERVICES Third Review: []Approved as revised. nDenied. Comments: Reviewed by: Date: Revised 07/27/10 Building Permit Application OFFICE COPY Updated 1019118 City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: -7 q 20 11 fi 3h bc, Permit Number: R cc 000 Legal Description —RE# 1-71,�C)U0000 Valuation of Work(Replacement Cost)$ Heated/Cooled SF Non-Heated/Cooled ClassofWork: UNew OAddition DAlteration EIRepair OMove ODemo E]Pool E]Window/Door Use of existing/proposed structure(s): ElCommercial §QResidential If an existing structure,is a fire sprinkler system installed?: OYes EXN o Will tree(s)be removed in association with proposed pro*ect? E]Yes(must submit separate Tree Removal Permit) ONo be in detail the type of work to be performed: LU 1714 Florida Product Approval# 00 Co F7AC) for multiple products use product prova 11 byrn *X q Z (b Property Owner Information :3 6 4 0 1 0. Z Name A,,fy\t)e_i- 1�0,f ne-3 Address 74(0 36JPI!S�l bfive, city A1kk)fr_ '6eacv-) State !P L Zip '��033 Phone & 18 -7-131 W Qmbpf.n.h0me,- J ca 0 E-Mail (�)n rm I com 0 C) (a Owner or Agent(if Agent, Power of At�orr4y or Agency Letter Required) W �Z 4 A LJ Z I]-" Z Contractor Information 0 wo Name of Company nuiner- (see above-) Qualifying Agent 0 (A Address City State Zip IL L- n LL ---4W-- Office Phone Job Site Contact Number LL W 2 State Certification/Registration# E-Mail 0 - W Lru M Architect Name& Phone# UJ P W :3 a Z1 v_.w 0 L" %J LU Engineer's Name& Phone# 0_U_ !H Workers Compensation Insurer OR Exempt o Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or i4allatioi commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. 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. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. (Signature of Owner or Agent) (Signature of Contractor) Signed and sworn to( a i before me this day of Signed and sworn to a before me this day of 0 6-V b "'w...... (SignatutIMMAPOO ature of MORENO y P Notar, State of Florida aTNotary Public-StIte Of Florida Z CommiGsion#FF 239295 Commission#FF 239295 My Comm.Expires Jun 9,2019 s Jun 9,2019 My Comm.Expires Jun 9,2019 Personally Known i [ I Personally Known OF, 1, 0 I ,," Borded through National Notary Assn. gh National Notary As�r i i, i - Ileroduced Identifii Borded throu [>JRroduced Identificatio Type of identification: Type of Identification:-to-icf'I �p U16-a Ali Ik- CITY OF ATLANTIC BEACH OWNER / BUILDER AFFIDAVIT rill 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION LIJ CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: C.) DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: j CL 2 0 STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED 29 of- CONTRACTORS. YOU HAVE APPLIED FOR A PERNHT UNDER AN EXEWTION TO THAT o E M LAW. THE EXENTTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS 00 YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICEN SE. YOU MUST in (j 11ji C: SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR HAPROVE A ONE—OR z TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR 0 01 L) —1 <: IM[PROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING (4,�- MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSE1,F WITHIN ONE �EAR AFTER TEE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT LL LL 0 IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT w LU IL — HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST w :) BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS w 0 YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMIPLOYED BY YOU HAVE Uj LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING Uj ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. 111. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(l). AN"OCCUPATIONAL LICENSE' IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826) IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE.OF AN OWNER-BUILDER PERMIT. -140 ADDRESS PPIONE NUMBER Amber lo M2 PRINT NAME 112 SIGNATURE DATE 11 A4^S Before me this day of T !!t? 20 in the county of Duval,State of Florida,has personally appeared fierin by f�imself herself and affirms that all statements and declarations are true and accurate. Notary Public at Large te Of County of V D Personally K n ALBERT MORENO ORENO tate of Florida 9 lD5 ...... ... ced I_t ";"y P,�' Wrodu __.tion.�ELO)AODA ' 4�> State of Florida z,. Notary Public FF 23 29 J.,9 2019 Commission#FF239295 "A W My Comin.Expir6s Jur 9,2019 Bonded through Nati Notary jSignature: F:/13LD �er-BuilderA adavit;REV11SEM 4/16/n2OO9 OFFICE COPY Revision Request/Correction to Comments "ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: PJCL�ck— 000 I Revision to Issued Permit OR XCorrections to Comments Date: il 111kq Project Address: —70 ur� Contractor/Contact Name: Am"olzr 6r'r".!;. Contact Phone: (o x 2> 440-1 11 k ck Email: R-m�o�,I-A. gm�0- 4A%hPA 1,Co)- Description of Proposed Revision/Corrections: 4r x" I affirm the revision/correction to comments is inclusive of the proposed changes. (prin&d name) e Will proposed revision/corrections add additional square footage to original submittal? \'4No 11 Yes (additional s.f.to be added: a proposed revision/corrections add additional increase in building value to original submittal? go []*Yes (additional increase in building value: $ (contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ,)KApproved El Denied El Not Applicable to Department Permit(ee:Du:e$ Revision/Plan Review Comments De ent Review Required: B�� -rnning&Zoning Reviewed By Tree Administrator Public Works Public Utilities —C;)O/ Public Safety Date Fire Services Updated 10/17118 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 OFFICE COPY (904) 247-5800 BUILDING REVIEW COMMENTS Date: 1/9/2019 Permit#: ACC19-0001 Site Address: 740 SAILFISH DR Review Status: denied REM 171206 0000 Applicant: Property Owner: BARNES AMBER ET AL Email- Email: AMBER.N.BARNES@GMAIL.COM Phone: Phone: 6182671519 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Ql,. The engineered plans do not show how the shed will be secured to the ground for hurricane/wind loao _�h io PI it isi rotection. Please submit a revision to show/explain how it will be secured in place. 2 copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mj ones@coab.us /n Ern&id-ed Reviek., (_ow-, men, Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Broedell, Brian From: Amber Barnes <amber.n.barnes@gmail.com> Sent: Friday,January 04, 2019 6:02 PM To: Broedell, Brian Subject: Re: Shed Permit-740 Sailfish Hi Brian! Sorry about the wait. Our replacement shed has a roof peak height of 11.5 feet. Here is the fitting guide for our 10 x 12 Utility Model. 10 FT WIDE UTILITY PONVUBIR WARA71OU3" PERFECT FOR Motorcycle storage Un 1 6 ?0 . ATVs . Hobby Space . Concession stand . Tall shelving 10, 1 MEASUREMENTS AVAILABLE SIZES Roof peak height:......................................11'5" 10'x 10'(100 sq ft) Sidewall height:.........................................7'8" 1 O'x 12'(120 sq ft) Width:.......................................................10' 10'x 14'(140 sq ft) Door Width:..............................34"Double Doors 10'x 16'(160 sq ft) Width of Door Opening:................................66" 10*x 20'(200 sq ft) WWW.COOKPORTABLEWAREHOUSES.COM Please let me know if you need anything else. Thank you and happy new year! Amber Barnes On Fri, Jan 4, 2019 at 4:39 PM Broedell, Brian <bbroedellgcoab.0 > wrote: Afternoon, Regarding your shed permit, can you provide me with the height of the shed? Thank you, ............I....... MAP OF BOUNDARY SURVEY ........................................... ............. .................... ............................................... ....................... .... DESCRIPTION. ... SA'jL�'* -- --- -- -- ------ ;" �ILFISH ...... ........................... . ............... .. ................ .4444ir PAMZv..................— LOT 21. BLOCK 5. ROYAL PALMS UNIT ONE. ACCORDING ........ .. ...................................... TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 30, av........................................ 7PAGE(S) 60. AND 61, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. . .............. 13 CB N95a'D2-N 80, CERTIFIED TO AND FOR THE 65'(p) 80. EXCLUSIVE BENEFIT OF: F.1,W I P 112. JAMES GORDON gm N85,20- STREET ADDRESS: 7D 7C 323.87-00 ' 740 SAILFISH DRIVE PC7 SCALE: 1" 30' ATLANTIC BEACH FL 32233 F.I.R.r* r AV 1 0.6, 15.0' 0.4'E AM PLA r co opy J 57ow SYLCM,/ L r 2 o 0 744 RLOCK5 SURVEY NOTES: 01 BEARINGS ARE BASED ON PLAT WITH rHE NORTH LINE MR L 0 T 2 2 OF LOT 21. BLOCK a BEING NO*20'02'W. AIC PA Tra 8 L 0 C K 5 #2 UAMERGROLM UTILITIES. FOUNVATIaMS OR OT14ER 19-ROVEMENTS WERE NOT LOCATED BY THIS SURVEY. L 0 T 21 0 L 0 C K -1 03 ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY IV- , , FIRM MAP PAWL No. 12031C 0408 H. EFFECTIVE 0610312013, to ThE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE "X". #4 THIS SURVEY PERFORMED WITHOUT BENEFIT OF AN ABSTRACT, TITLE SEARM TITLE OPINION OR TITLE INSURANCE 05 DIMENSIONS ARE SHOW IN FEET AND DECIMALS THEREOF N.F.0.,q, AND ARE PLAT AND MEASURED UNLESS SHOWN OTHERWISE. M ALL EASEMENTS ARE PER PLAT UNLESS SHOW OTHERWISE. F.1-P-112 1.3- 0 1 Assoc 01 07 THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY WHICH APE NOT SHOW 'N Go. ON THIS SURVEY WHICH CAN BE FOLM IN PUBLIC RECORDS OF SAID COUNTY. AUT FWV 0*7 L 0 T 1 0 OW TO SURATAN 08 THIS SURVEY DOES NOT GUARANTEE OWEJ7SHIP. 8 L 0 C K 5 AAM091%J�ZiM W4 f9 TEMPORARY. MON-PERMAMENT IMPROVEMENTS AM01OR MAN-MADE ITEMS SUCH AS. BUT NOT LIMITED TO THE FOLLOWING. BUILDING MATERIAL STORAGE PODS, PAVER BLOCKS, RUBBERMAID OR PLASTIC UTILITY NOTICE OF LIABILITY.' THIS SLRVEY IS CERTIFIED TO THOSE INDIVIDUALS SHOWN ON DNS, VEHICLES ON BLOCKS MAY BE ON BUILDINGS NOT ON FOUNDATI THE FACE THEREOF. ANY OTWR USE. BENEFIT OR nELIAMCE BY ANY OrHER PARTY 15 THIS PROPERTY BUT NOT LOCATED OR SHOWN. STRICTLY PRORIBITED AND AESTRICTED. SU?VE'YOR IS RESPONSIBLE ON-Y TO THOSE CLY12E 0. VAN KLEECK 0 CERTIFIED AND NOWSY DISCLAIMS ANY OTHER LIABILITY AND HEREBY RESTRICTS THE FLORIVAOGISTERED SURVEYOR AND MAPPER NO. 2546 010 LEGAL DESCRIPTION PROVIDED BY CLIENT. Rlr4fTS OF ANY OTHER INDIVIDUAL OR FIW TO USE THIS SCOVEY. MrWff EXPRESS NOT VALID WITHOUT THE SIGNATURE& THE ORIGINAL RAISE URMEN C&6ENT OF THE SU?VEYOR. SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FIRE HYDRANT cc EL ELEVATZON WATER VALVE PUZNr OF vingisEcTrom FIELD SURVEY DATE —PROJECT�INFORiMATION� DEED cow. Fm FMND AIR CONOrTZOMING UNIT FIRST COAST LAND Ew eAGENENT :FLAT PLOT PLAN U ORDER : 27575 COR COFINEIR CONCRETE MDNlA*NT L ARC L9NM F Fam CONCRETE Amseff P:T: P0ZNT OF TANSENCY AN PHONE Box BOUNDARY 01109117 SURVEYING, INC. DRAWN BY: VAN KLEECK F:zc:M:C. PoWr Ce CAMLE 90K L �3..5 R FOUND TRON ROD AND CAP P C OF CURVATtME L F.I R FOLOV ZRON ROD U.E. UrZTLrrY EASEMENT ER ELECTRZC 00 840-22-2 EDGEWOOD AVE SOUTK JACKSONVILLE FL.3220 REVIEWED BY: TNP PHONE F.Z:P: FMIND ZFM PEW D.E. MAZM46E EASEMENT FORMBOARD PHONE (904) 779-2062 FAX (1904) 779- S.Z.A.C.-SET ZRON ROD AND CAP C a a-am ONE -ovow-w ELE=Tc 7784 a GUTTER C.L F -CHAIN LEW PENCE CERTIFICATE NO. LB 7261 CHECKED BY: VAN F.MrD FOUND MAZL AM DESK it.F: Now FecE FOUNDATION WE :RZGNT OF NAY FIELD " CENTERLZNE CHORD AFARZMG DADSL4qVE'YOR@AOL.COM 1:C:F WWW.FIRSTCOASTLANDSURVEYINQ- r� CALCELATED MEASL*V31W LP _LZQW POLE G. - \lc� z o,, WATER METER L:F. C—LIM 4 POLE -123qXTANWWV'U NVA AS 03>03H3 r9u al av 31y3folffn lo" dN.L :A9 0-IRMA3H Sw T9 fl 'a'If 'pwAw5;avr )unas 34V cuousm za-l"s -1331X NYA AS AMVdQ z ww 10 NollyNdOAT 13-rodw CINVI.LSVOO JLSUI=l 31VG k3A8nS U-131:1 Jill= 11 1�lv Is mm� o3sim 91m Afu�lswl A�Jzm 0111A ON sm w ol.1i w�Zmm�Q 9KZ a)WASH.W7,01w'i snlw� 111mil.3�.-.111NIC 1� WXA� x"lu 'a lu 01 IW IVIS06AI Sl WA3AW M31HUN aw CWZAL�AUX s M 39 A.S"V W SMN.M 'SWUM"J W I-MfUS113 Im Illn 311sv�w 01�3alw Mole U34M 1.1md"vwjs 31.�1011M �-J-IVI�l 0,=IWI Im�m 3-am P,311 X"—W/"slm"�l mwmad� 'ld.JW�l SP 22—M 1. 61 C3 Al�QJIS 10 SaA"3W X m WIM V.. wt.� 1� -------- "4 SUM ll�kad 3W slx�Nvj lw 9. NZM�10,1906 SS3�a*My X��l S-Mm-IM IWIVAN10 1. X�llbps. 31111 dO ZW1l Wd'35 3"UZI COMMUNITY DEVELOPMENT .11A I I�W)g 1�1.OA—Jd�MIM SM 11 4 t .1 3 1 M-A-W��1-m 11931a. t APPROVED K*Qo w mzl� awaftam 2, �lw v=V le 10, 13 VIC N1 I.111d. M"� �ld'39 11 -111�A1,1M Ao�.31 -tv e e � � OE F :31yos 3A.0 S53bKCV L3�iS -I W VOIdOld 'Alt4noj 7vAnG Jo sadol-lb X 18%lN3dd0J 3ki .40 19 C" '09 (S)39yd tt OE X008 lr7d N1103003d Sir A3d-*4i IVId 3w 01 juN 15 2010 DNIOWZY INC I Nn SHlyd IYOU '9 WX79 72 101 Norld1b:630 A3AHIJI� kdVONnog .�-o dvv4 cy"f-�4-, Ar4xu- '-740S O-A-, COOK PORTABLE WAREHOUSES 100 DOUGLAS ST. VALDOSTA, GA 31601 132 CENTRAL INDUSTRIAL ROW, PURVIS, MS 39475 1398 HWY 95 NORTH, BASTROP, TX 78602 TIEDOWN PLANS STATE OF GENERALNOTES FLORIDA 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ARCHITECTURAL,STRUCTURAL.MECHANICAL.AND ELECTRICAL DETAIL AND DIMENSIONS.ANY DISCREPANCIES BETWEEN SUCH DETAILS AND DIMENSIONS SHALL BE REPORTED Sheet Index Lu. TOTHE ENGINEER PRIOR TO PROCEEDING WITH THEWORK a 0 3, THECONTRACTOR SHALL BERESPONSIBLE FOR ERECTION PROCEDUREAND SEQUENCE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT PARTS DURINGCONSTRUCTION. SHEET NUMBER SHEET TITLE z 4. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 6TH EDITION,2017 FLORIDA BUILDING CODE.THE WORK OF TIED06VN GENERAL ALL CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE AFOREMENTIONED CODE.NO DEVIATIONS F-1 NOTES FROM THE WORK SHOWN OR REASONABLY IMPLIED SHALL BE UNDERTAKEN WITHOUT THE ENGINEERS WRITTEN CONSENT- A COPY OF WHICH WILL BE FILED WITH THE CONSTRUCTION OFFICIAL. TIEDOWN SCHEDULE FOR 5. ANY CHANGES TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NCrr BE MADE WITHOUT WRITTEN CONSENT FROM THE F-2 EXPOSURE 8 ENGINEER. 2 TIEDOWN SCHEDULE FOR 6. THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED WITHOUT HIS CONSENT,DRAWINGS F-3 EXPOSURE C SHALL NOT BE USED FOR ISSUE OF BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ENGINEER. GROUND 7. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS, F-4 ANCHOR SCHEDULE 2� DAMAGES,LOSSES,AND EXPENSES INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIONS IN THE PERFORMANCE OF THE WORK BY THE CONTRACTOR.THE DRAWINGS SHOWTHE GENERAL ARRANGEMENTS AND EXTENT F-5 TIEDOWN SECTIONS OF THE WORK.AS THE WORK PROGRESSES,THE OWNER AND THE CONTRACTOR,AT NO EXTRA COSTS,SHALL MAKE THE w MODIFICATIONS TO MAKE THE PARTS ALIGN. QUIREMENTS OF LOCAL AND STATE CODES AND THE SPECS OF THE F-6 OPTIONAL 8. ALL WORK AND MATERIALS SHALL MEET THE RE I PAD DETAILS NATIONAL BOARD OF FIRE UNDERWRITERS.CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.HE SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER FOR Engineer:Kent Bice m CORRECTION PRIOR TO BEGINNING ANY WORK THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WORK WILL FL License#:50421 BE EVIDENCE OF FAULTY WORK.AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.DO NOT SCALE DRAWINGS.ALL COA#30468 WRITTEN DIMENSIONS GOVERN. %%0liagollft% z 9. THE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIREDTO COMPLETE THE TOTAL 'fo M. a,, PROJECT.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL MATERIALS.TOOLS,EQUIPMENT,LABOR,MACHINERY, w wo 0 TRANSPORTATION,HEAT,WATER,UTILITIES,ANDALLOTHER FACILITIESAND SERVICES REQUIRED FOR THE SAFEAND 4� PROPER EXECUTION AND COMPLETION OF THE WORK. .7 lido 50421 10. THE DOCUMENTS SHOW AN OVERVIEW OF THE WORK REQUIRED UNDER THIS CONTRACT AND RELATED REQUIREMENTS AND p r— Lu CONDITIONS THAT WILL IMPACT THE PROJECT.ALL DRAWINGS ARE COMPLIMENTARY.THE DRAWINGS GENERALLY SHOW THE INTENT OF THE OVERALL COMPLEXITY AND CONCEPTS OF THE PROJECT,AND DO NOT NECESSARILY SHOW ALL DETAILS AND z Au 0 CONDITIONS.ALL NEW INTERIOR CONCRETE SLABS AND FOUNDATION WALLS AND FOOTINGS SHALL HAVE SOIL POISONING co 4v w UNDER NEWWORKANDSHALL BE INSTALLED BYA LICENSED CONTRACTOR. 11. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALLSTATE AND DEPARTMENT OF AGRICULTURE,STRUCTURAL PEST x w CONTROL DIVISION REGULATIONS.RULES DEFINITIONS AND REQUIREMENTS. of, fill0" 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL EXISTING SETBACKS,EASEMENTS,AND ANY DEED RESTRICTIONS. 04/12/18 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP AND SHALL INCLUDE THE SITE,AND THE BUILDING.THE ENTIRE PROJECT SHALL BE LEFF IN A NEW,CLEAN CONDITION. w 14. TIEDOWNS SHOWN INCLUDING STRAP AND ANCHOR,AND BEARING PADS ARE BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 PSF.ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 1552 ffTH ST.,WNTER HAVEN,FL 33880 15. THE CONTRACTOR IS RECOMMENDED TO USE A SOIL TEST PROBETO DETERMINETHE SOIL CLASS.WHERE SUCH TESTING IS (863)865-6502 NOT CONDUCTED,IT IS RECOMMENDED TO USE A 60'GALVANtZED ANCHOR WITH STABILIZER PLATE. SHEET: 16. CONCRETE PADS UNDER SKIDS ARE OPTIONAL AND SHALL BE LOCATED ON UNDISTURBED SOIL OR PROPERLY COMPACTED GENERAL NOTES FILL MATERIAL.COMPACTED SOIL SHALL BE TESTED TO A MINIMUM OF 95%PROCTOR IN ACCORDANCE WITH ASTM D1557.FILL MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. 17. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE.PROVISIONS SHALL BE MADE TO PREVENT D�ATE: O4/lOfl8 RAVM BY: RD- - F-1 SOIL EROSION UNDER THE PAD AND DIRECT WATER AWAY FROM IT. LE AS N�DTED CHECKED BY: KM!,,, SHEET 1 OF 6 (_�A ltt� r TIEDOWN SCHEDULE FOR UP TO 110 MPH WIND SPEED,EXPOSURE"B" BLDG NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH(M WIDTH V-0" lor-o" 121-0- 1,V-0- lV4r I IV-0 12 22--V 12V-0 129-V 26-0- 3174r 137-0", v-(r 2 2 2 NIA NIA N/A NIA NIA N/A N/A N/A N/A N/A T-1 1*1/7 2 2 2 2 2 2 N.A. N.A. N.A. NA. IV-11"11T 2 2 2 2 2 24NA ill-(r 2 2 2 2 2 2 uJ 0 0 TIEDOWN SCHEDULE FOR 111 TO 130 MPH WIND SPEED,EXPOSURE"EY' NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH(FT) BLDG V41DTH 8*-0" 1174r 17-01 14!-0" �1&-V201-0' —27-V�24'-026-V 2&-0' 3174r 1 37-0 0 2 2 N/A N/A N/A N/A N/A N/A NIA N/A N/A N/A 2 2 2 2 2 2 2 N.A. N.A. N.A. NA 2 2 2 2 2 2 2 2 2 2 2 2 2 N-A 2 2 2 2 2 2 2 2 2 2 2 2 2 2 29 Engineer:Kent Bice FL License#:50421 COA#30468 M. 8/,!", u z < TIEDOWN SCHEDULE FOR 131 TO 160 MPH WIND SPEED,EXPOSURE"B" No 50421 0 < r z NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH(FT) '0% STATE OF W BLDG .0. AV z z A- a _7D WIDTH 7-0. o in la-v 16 20'-V =-(r 24'-0 26-V 2V-0'1301-V 3 .......... 2 1 2 2 WA NIA NIA NIA W NIA " NIA WA A #11olve0l A N' 7'-11"1/2* 2 2! 2 2 2 3 3 3 N.A. N.At 'y 04/12/18 N.A. 2 im v wr 1 2 2 2 2 2 2 3 3 3 3 3 NA z 4 E—lV�Fr2 2 2 2 2 2 2 3 1 3 3 3 3 1. PROVIDEA MINIMUM OF ONETIEDOWN STRAP AND ANCHOR AT EACH ENDOF EACH OUTER SKID.EVENLY SPACETHE REMAINING TIEDOWNS. 1552 6TH ST.,WNTER HAVEN,FIL 33880 2. WRAP THE STRAP AROUND THE SKID AND ATTACH TO ANCHOR. (863)86"502 1 MAXIMUM PERMITTED ANGLE OF STRAP FROM VERTICAL IS 45 DEGREES.LOCATE ANCHORS VERTICALLY INTO THE GROUND. TIEDOV\N SCHEDULE SHEET: FOR EXPOSURE B DATE: WOMS DRAVM BY: RD F-2 SCALE:AS NOTED CHECKED BY: KMB SHEET 2 OF 6 TIEDOWN SCHEDULE FOR UP TO 110 MPH WIND SPEED,EXPOSURE"C" BLDG NUMBER OF TIEDOV*4S PER OUTER SKID BY BUILDING LENGTH(FT) WIDTH 8 la-v iz-(r 1R-O' 16-V 19-0- 217-0- 22--(r 12*-0 26-V 26-0- 3a-o- 37-0-. 64r 2 2 2 NZA N/A NZA N/A N/A NIA N/A NIA _N/lA N/A T-1 V lrr 2 2 2 2 2 2 2 2 1 2 N.A. N.A. NA. NA. 9-11"112" 2 2 2 2 2 2 2 2 1 2 2 2 2 N A. 111-0" 212 2 2 2 2 2 uj 0 0 z C, TIEDOWN SCHEDULE FOR 111 TO 130 MPH WIND SPEED,EXPOSURE"C" m [BLDG NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH(FT) W V41DTH &-o- ia-o- iz-(r 14'-0' 16-0'119-0- 217-0- 27-X 128'-O-13a-(r 37-0". e 6-0" 2 2 2 N/A WA N/A N/A N/A N/A N/A N/A N/A N/A 'U' t T-1111'11T 2 2 2 2 2 2 2 2 2 gN.A. N.A. NA. NA. 7-1111"Irr 2 2 2 2 2 2 2 2 2 2 3 3 NA. rll'-O- 2 2 2 _2 2 2 2 2 2 3 1 3 3 Engineer Kent Bice FL Licensse#:50421 CCA#30468 TIEDOWN SCHEDULE FOR 131 TO 160 MPH WIND SPEED,EXPOSURE"C" t M. a,If, cr 0 BLDG NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH(FT) .2 No S0421 Z z W r z %MDTH icr4r 1 -0" 1&4r ir-o' 20'4r 27-V 2V-0 26-V 2V-0" 3(Y-(r 37-0"1 :Irz s-o Z4r W &-(r 2 N/A WA N/A NIA NIA N/A NIA NIA NIA STATE OF :40' NIA %0% A- T-1 1.irr 2 3 3 3 4 4 4 N.A. N.A. N.A. NA. 9-111'1/7' 2 2 2 3 3 3 3 3 4 4 NA. 2 2 3 3 3 3 3 4 4 4 2 04/12/18 1. PROVIDE A MINIMUM OF ONE TIEDOWN STRAP AND ANCHOR AT EACH END OF EACH OUTER SKID.EVENLY SPACE THE REMAINING TIEDOWNS. 2. WRAP THE STRAP AROUND THE SKID AND ATTACH TO ANCHOR. w 3. 3.MAXIMUM PERMITTED ANGLE OF STRAP FROM VERTlCAL IS 45 DEGREES.LOCATE '1552 6TH ST.,%VINTER HAVEN,FL f338W80 ANCHORS VERTICALLY INTO THE GROUND. (863)865-6502 �E TIEDOWN C 1HEDULE C 0 S )SU RE C DRA_By R. BY Cf S FOR EXP U E C DATE. 04110/18 RAWN BY: RD SCALE:AS NOTED HECKED BY. KMB IER GROUND ANCHOR SCHEDULE SOIL MOOEL 8 PART# DESCRIPTION CLASS M 121-1518 590801 48-X 5/,"ROD WTH(1)W HELIX 4A 59081 M12H3f4 59085/ 48-X 3/4-ROD WITH(1)6"HELIX 4A 59094 M1423/4 59128 42-X ROD WITH(2)V HELIX 4A M 1483/4 69086 48-X ROD WITH(2)C HELIX 4A 0 MM64 59250 36'X U."ROD WITH(1)4"HELIX AND(1)ir HELIX 4A z N/A 59065 EYE ANCHOR-48'X%"WITH(1)6"HELIX 4A N/A 59045 EYE ANCHOR-48"X%'WITH(1)(r HELIX 4A MW7 59099 60-X 3/4'NTH(1)7-HELIX 4B NfA 59040 EYE ANCHOR-ar x 1/4*wTH(1)Ir HELIX 48 0 NOTES: 1. ALL APPROVED ANCHORS LISTED ABOVE ARE MANUFACTURED BY TIE DOWN ENGINEERING. Engineer:Kent Bice 2. THE CONTRACTOR MAY USE AN APPROVED EQUIVALENT NTH APPROVAL FROM THE EOR. FL License#:50421 3. ANCHORS SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. COA#30468 w 0 z Ato < M. 0 C) Z No 50421 < z z STATE 4OR oil, ONJkv- 04/12/18 z (O!1552 6TH ST..WINTER HAVEN,FIL 33880 (863)865-6502 GROUN SHEET HIDEDU ANCHOR SC I LEE DATE. 04110,118 _ DRAWNBY RD F-4 SHEET 4 OF 6 SCALE:AS NOTED CHECKED BY: KMB R T1 EDOWN STRAP-0.035 x 1-1/4'GALVANIZED WOOD STUD WOOD STUD WALL STEEL QQS-781-H 1 FINISH B,GRADE I BY WALL MINUTEMAN PRODUCTS INC.OR EQUAL.STRAP AND CONNECTION HARDWARE SHALL HAVE 4725 LB.MIN.ULTIMATE CAPACITY REFER TO SCHEDULES ON REFER TO SCHEDULES ON SHEETS F-2&F-3 FOR SHEETS F-2&F-3 FOR TIEDOWN ENGINEERING TIEDOWN SPACING TIEDOWN SPACING DOUBLE TENSION ER PART NUMBER 59100 REFER TO REFER TO DETAIL 4/F-5 FOR FASTENING o DETAIL 4/F-5 FOR FASTENING 0 F N x IN C I 0 H B R E6 L R UA A LE SI B rRAP ARE SHALL HAVE 4725 IN UL TiMATE CAPAO ry S ON OR 'G I TA L EN NG\ BUILDING SKID REFER TO BUILDING PLAN FOR SIZE, FINISH LENGTH,AND LOCATION —111 DETAIL FINISH GRADE r4 GRADE LL- T.WOOD SHIMS SCALE:N.T.S. AT Trom OF 111111 1 F=I I IE9 uj KI IF NEEDED _-4 I I F_�Ei I F1 I 1 0 - I I F,-LI I= u ..I.... ...... JR� L IONAL NCRETE PAD R 0 REFER TO SHEET F-4 FORANCHORS SCHEDULE SHEET F-6 OR WOOD =fI[]ViEml F z VERTICALLY AS SHOWN SHIMS TO LEVEL OFF BUILDING. 1 111 �1 2 IEEI I I I 1 :3 INSTALL USE UP TO 3 BLOCKS TO LEVEL r - STABILIZER PLATE#59286 FOR III _— CLASS 4 SOILS OR#59292 By — :7 ALL SKIDS ON GRADE SKIDS ON GRADE&CONC. PADS VERTICAL TIE DOWN ENGINEERING OR EQUAL,AT ALL ANCHOR ri_,� VERTICAL ANCHOR SECTION r2 ANCHOR UN-LEVEL GROUND SECTION LOCATIONS EACH SIDE OF �-5 SCALE:N.T.S. �-5 SCALE:N.T.S. SHED,IF REQUIRED STABILIZER 0 WOOD STUD r5 PLATE DETAIL WALL WOCID STUD ��5 SCALE N.T.S. IT, WALL REFER TO SCHE ULESON 'LL 'HEDU LES ON SHEETS F-2&F-3 FOR REFER TO SCHEDULES ON I , C TIEDOWN SA ING SHEETS F-2&F-3 FOR NG REFER To TIEDOWN SPACING 'L _ Engineec Kent Bice DETAIL 4 -5 REFER TO FOR FASTENIN FL License#:50421 G DETAIL 4/F-5 COA#30468 z FOR FASTENING 8 M. 0 Q FINISH Di No 60,621 GRADE F NISH a ui I A kt� 10- Z GR�DE ".441 Ir III . SW STA-1 It up r a 4v uj 7EI I F��]I F=_1 111 11 1 IIF9IF_.III 11- E��E I F__III 111— 6 EEI I IE-1 I I ...... OPTIONAL CONCRETE PAL) '11 - F=1 I It=1 I r= REFER TO `�l OPTIONAL CONCRETE PAD,REFER I W11. R SHEET SCHEDULE SHEET F-6 TO SCHEDULE SHEET F-6 OR WOOD F-4 FOR ANCHOR. SHIMS TO LEVEL OFF BUILDING. 04112/18 INSTALL AS USE UP TO 3 BLOCKS TO LEVEL SHOWN w ALL SKIDS ON CONC.PADS ALL SKIDS ON CONIC.PADS VERTICAL ol— 15s2 eTH sT,WINTER HAVEN,FL 33M VERTICAL ANCHOR SECTION r6 ANCHOR UN-LEVEL GROUND SECTION (863)W"W2 SHEET: �,�-�5 SCALE: N.T.S. SCALE N.T.S. TIEDOM SECTIONS DATE: 04ROM8 DRAVM BY: RD F-5 �-ALIE:AS NOTED I CHECKED BY: KMB SHEET 5 OF 6 9 A HS 9M :AG(13)103HO C33ION SY:31VOS am :.ke wm I liwokho :31va- N E— ,f lVN0lld0 S 11VI30 aVd J-B3HS T I zosq-Sqg(Ege) NVId N011V301 GVd 0MCC I:I'N3AVH U3lNiAA'.LS Hig ZgS� m co m Wzl/vo .,6-.CZ OIX-2 C,gZ:d SIVNo/g!" 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VALDOSTA, GA 31601 132 CENTRAL INDUSTRIAL ROW, PURVIS, MS 39475 1398 HWY 95 NORTH, BASTROP, TX 78602 TIEDOWN PLANS STATE OF GMERALNOTES FLORIDA 1. THE CONTRACTOR SHALL BE RESPONS�BLE FOR VERIFYING ALL EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL BE RESPONS BLE FOR COORDINATING ARCHITECTURAL,STRUCTURAL,MECHANICAL,AND ELECTRICAL DETAIL AND DIMENSIONS.ANY DISCREPANCIES BETWEEN SUCH DETAILS AND DIMENSIONS SHALL BE REPORTED Sheet Index uj TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK a 0 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION PROCEDUREAND SEQUENCE TO INSURE THE INTEGRITY OF THE 0 BUILDING AND ITS COMPONENT PARTS DURINGCONSTRUCTION. SHEET NUMBER SHEETTITLE 0 z 4. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 6TH EDITION,2017 FLORIDA BUILDING CODE.THE WORK OF TIEDOWN GENERAL ALL CONTRACTORS SHALL COMPLY WTH THE REQUIREMENTS SET FORTH IN THE AFOREMENTIONED CODE.NO DEVIATIONS F-I FROM THE WORK SHOWN OR REASONABLY IMPLIED SHALL BE UNDERTAKEN WITHOUT THE ENGINEERS WRITTEN CONSENT- NOTES A COPY OF WHICH WILL BE FILED WITH THE CONSTRUCTION OFFICIAL. F-2 TIEDOWN SCHEDULE FOR 5. ANY CHANGES TO OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE WTHOUT WRITTEN CONSENT FROM THE EXPOSURE B ENGINEER. TIEDOWN SCHEDULE FOR 6. THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED WITHOUT HIS CONSENT.DRAWINGS F-3 EXPOSURE C SHALL NOFT BE USED FOR ISSUE OF BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ENGINEER. 7. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS, F-4 GROUND z DAMAGES,LOSSES,AND EXPENSES INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIONS IN ANCHOR SCHEDULE 0 THE PERFORMANCE OF THE WORK BY THE CONTRACTOR.THE DRAVIANGS SHOWTHE GENERAL ARRANGEMENTS AND EXTENT F-5 TIEDOWN SECTIONS OF THE WORK.AS THE WORK PROGRESSES,THE OWNER AND THE CONTRACTOR,AT NO EXTRA COSTS,SMALL MAKE THE MODIFICATIONS TO MAKE THE PARTS ALIGN. OPITIONAL 8. ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF LOCAL AND STATE CODES AND THE SPECS OF THE F-6 PAD DETAJLS w NATIONAL BOARD OF FIRE UNDERWRITERS.CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND I m CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.HE SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER FOR Engineer:Kent Bice CORRECTION PRIOR TO BEGINNING ANY WORK THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WORK WILL FIL License#:50421 BE EVIDENCE OF FAULTY WORK.AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.DO NOT SCALE DRAWINGS.ALL COA#30468 w L) WRITTEN DIMENSIONS GOVERN. 7 9. THE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE TOTAL M - &A PROJECT.THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL MATERIALS.TOOLS,EQUIPMENT,LABOR,MACHINERY, E 14 op 0 TRANSPORTATION,HEAT,WATER,UTILITIES,AND ALL OTHER FACILITIES AND SERVICES REQUIRED FOR THE SAFE AND PROPER EXECUTION AND COMPLETION OF THE WORK. fdo 60421 < 10. THE DOCUMENTSSHOWAN OVERVIEWOF THE WORK REQUIRED UNDER THIS CONTRACTAND RELATED REQUIREMENTSAND 9 CONDITIONS THAT WILL IMPACT THE PROJECT.ALL DRAWINGS ARE COMPLIMENTARY.THE DRAWINGS GENERALLY SHOW THE r— z INTENT OF THE OVERALL COMPLEXITY AND CONCEPTS OF THE PROJECT,AND DO NOT NECESSARILY SHOW ALL DETAILS AND CONDITIONS.ALL NEW INTERIOR CONCRETE SLABS AND FOUNDATION WALLS AND FOOTINGS SHALL HAVE SOIL POISONING % UNDER NEW WORK AND SHALL BE INSTALLED BY A LICENSED CONTRACTOR. 11. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALLSTATE AND DEPARTMENT OF AGRICULTURE,STRUCTURAL PEST CONTROL DIVIS[ON REGULATIONS,RULES DEFINITIONS AND REQUIREMENTS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL EXISTING SETBACKS.EASEMENTS,AND ANY DEED RESTRICTIONS. 04/12/18 z 13. THECONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUPAND SHALL INCLUDETHESITE,ANDTHE BUILDING.THE ENTIRE PROJECT SMALL BE LEFT INA NEW,CLEAN CONDITION. w 14. TIEDOWNS SHOWN INCLUDING STRAP AND ANCHOR,AND BEARING PADS ARE BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 PSF.ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 1552 6TH ST.,WINTER HAVEN,FL 33880 15. THE CONTRACTOR IS RECOMMENDED TO USE A SOIL TEST PROBE TO DETERMINE THE SOIL CLASS.WHERE SUCH TESTING IS (863)865-6502 NOT CONDUCTED,IT IS RECOMMENDED TO USE A 60'GALVANIZED ANCHOR WITH STABILIZER PLATE. ;,' S H—EEIF: 16. CONCRETE PADS UNDER SKIDS ARE OIPTIONAL AND SHALL BE LOCATED ON UNDISTURBED SOIL OR PROPERLY COMPACTED GENERAL NOTES FILL MATERIAL.COMPACTED SOIL SHALL BE TESTED TO A MINIMUM OF 95%PROCTOR IN ACCORDANCE WITH ASTM D1557.FILL MATERIAL SMALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. 17. FINISH GRADE SMALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE.PROVISIONS SHALL BE MADE TO PREVENT DATE: 04110116 DRAVM BY: RD F-1 SOIL EROSION UNDER THE PAD AND DIRECT WATER AWAY FROM IT. AS NOTED j2n2j!LT! S.EUIOF� 01 TIEDOWN SCHEDULE FOR UP TO 110 MPH WIND SPEED, EXPOSURE"B" BLDG NUMBER OF TIEDOVVNS PER OUTER SKID BY BUILDING LENGTH(FT) VIADTH a--o- la4r iz-cr 14'-0- 16'-T I&-0- 2Y-0- 22-4r 24�-O 264r 28--0- 31Y-V 3Z-0- V-cr 2 2 2 N/A NIA NIA NIA N/A NIA NIA NIA NIA N/A 7-11"10 2 2 2 2 2 2 2 2 2 N.A. N.A.. N.A. NA. 9-111"117 2 2 2 2 2 2 2 2 2 2 2 2 NA. 111-0" 2 2 2 2 2 2 2 2 2 2 2 2 2 0 TI EDOWN SCH EDU LE FOR 111 TO 130 M PH WI N D SPEE D,EXPOS U RE"B" NUMBER OF TIEDOVMS PER OUTER SKID BY BUILDING LENGTH(FT) BLDG WID-M 81-0" 174"�14'-O" 16-T 1 181-0"1 2U-T 2Z-V 24'-0 26`4r 2&-0" 3U-X 37-0" z 2 N/A 61-T 2 2 it N/A J NIA I NIA N/A NIA N/A N/A NIA NIA T-11"10 2 2 2 2 2 2 2 2 2 N.A. N.A. N.A. NA. 9-1111"lrT 2 21 2 2 2 1 2 1 2 2 2 2 111-0* 2 2 2 2 1 1 Engineer:Kent Bice FL License#:50421 COA#30468 e.%..k............ z < 0 TIEDOWN SCHEDULE FOR 131 TO 160 MPH WIND SPEED,EXPOSURE"B" e 0 N so I < z NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH(FT) BLDG TAT :4Q. STATE 0 w IDTH 0-. z w A- ..4 Jop_T JZ-(r IIN-0" 16'-(r 1&-0* 217-17 2Z4r 2W-0 2T-T 2&4r 31Y-(r 32-0' oFk% Q40NA%- 6-(r 2 2 2 NIA NIA NIA NZA NIA NIA NIA NIA NIA NIA lefost% w 7-1 V 1/2* 2 2 2 2 2 2 3 3 3 N.A. NA. N.A. NA- 04112/16 9 111"1/2' 2 2 2 2 2 2 2 3 3 3 3 3 NA. z 2 2 2 2 2 2 2 3 3 3 3 3 4 1. PROVIDE A MINIMUM OF ONE TIEDOWN STRAP AND ANCHOR AT EACH END OF EACH OUTER SKID.EVENLY SPACE THE REMAINING TIEDOWNS. 1552 6TH ST..WNTER HAVEN.FL 33WO 2. WRAP THE STRAP AROUND THE SKID AND ATTACH TO ANCHOR. (863)865-6502 3, MAXIMUM PERMITTED ANGLE OF STRAP FROM VERTICAL IS 45 DEGREES.LOCATE ANCHORS VERTICALLY INTO THE GROUND. TIEDOM SCHEDULE SHEET: OSURE B -T FOR EXPOSURE B :".T RD F-2 EDATE: O4110118 DRAVM BY:--f .3. SHEET 2 CF s SCALE:ASNOTE.]CHECKEDBY: KMB TIEDOWN SCHEDULE FOR UPTO 110 MPH WIND SPEED,EXPOSURE"C!' BLDG NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH(FT) WIDTH &4r ia-(r iz4r I i4--o- lv-(r ir-o- 2o--o- 27-T 2V-O 2V-(r 294' 30P-V 37-0'. &4r 2 2 2 N/A NZA N/A NIA N/A NIA NIA N/A NZA NZA 'y 7-11"lrZ 2 2 2 2 2 2 2 2 2 N.A. N.A. N.A. NA. 9-11"IrT 2 2 E�2r2 2 2 2 2 2 2 2 2 NA. III-cr 2 2 2 2 2 2 2 2 2 2 2 242 0 z 0 I TIEDOWN SCHEDULE FOR 111 TO 130 MPH WIND SPEED,EXPOSURE"C" D BLDG NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH(FT) WIDTH — - V:6�Ti 0 1--v 17-06"1 14'-o' 19-0" 20'-0' 22'-0' 24'-0 2(r-(r 294r 317-T 37-0* z 6-T 2 2 2 N/A N/A NIA N/A NIA N/A NIA WA NZA N/A 9 .'N r-1 1*10 2 2 2 A22 2 2 2 2 N.A. N.A. N.A. NA. t 0 g-1 r irr 2 2 2 2 2 2 2 2 2 2 3 ! NA. 3 1-1 V-0" 2 2 2 2 2 2 2 2 2 2 3 3 3 Engineer Kent Bice FL License M 50421 COA#30468 TIEDOWN SCHEDULE FOR 131 TO 160 MPH WIND SPEED,EXPOSURE"C" M. 0 < BLDG NUMBER OF TIEDOWNS PER OUTER SKID BY BUILDING LENGTH(FI) No 50421 z WIDTH .7;Z 1 0 fz� 'o. w I r -0" 1174r -01 1w-o" -0' 2a-O* 274r .0 26-V 2V-O" 3174r 3Z-0" z z v 1z 1&4r 118' 2V .1r. 9 V-w 2 2 2 WA N/A N/A NIA N/A N/A NIA NIA N/A NZA STATE OF :IN-- w %0. 7-11"IrT 2 2 2 3 3 3 4 4 4 N.A. N.A. N.A. NA. w 9-11"IrT 2 2 2 2 2 3 3 3 3 3 4 4 NA 111-v 2 2 2 2 2 3 3 3 3 3 4 4 4 1. PROVIDE A MINIMUM OF ONE TIEDOVM STRAP AND ANCHOR AT EACH END OF EACH OUTER 04/12/18 SKID.EVENLY SPACE THE REMAINING TIEDOWNS. w Z WRAP THE STRAP AROUND THE SKID AND ATTACH TO ANCHOR. 3. 3.MAXIMUM PERMITTED ANGLE OF STRAP FROM VERTICAL IS 45 DEGREES.LOCATE 1552 6TH ST.,WNTER HAVEN,FL 33880 ANCHORS VERTICALLY INTO THE GROUND. (863)865-6502 TIEDOWN SCHEDULE SHEE7: FOR EXPOSURE c DATE 0411-0/-18 DRAWN BY. RD-- F-3 SCALE:AS NOTED CHECKED BY: KMB SHEET 3 OF 6 GROUND ANCHOR SCHEDULE MODEL# PART# DESCRIPTION SOIL CLASS M12H5/8 59080/ 48-X%-ROD WITH(1)Cr HELIX 4A 59081 *1121-1314 59085/ 48-X 3/4"ROD WITH(1)6-HELIX 4A 59094 *1423/4 59128 42-X V ROD WITH(2)4-HELIX 4A M148314 59086 48-X 3/4-ROD WITH(2)C HELIX 4A 0 M121-164 59250 36,X I/,"ROD WITH(1)4"HELIX AND(1)6'HELIX 4A z N/A 59085 EYE ANCHOR-48"X%'WITH(1)6*HELIX 4A N/A 59045 EYE ANCHOR-48"X%*WITH(1)GHELIX 4A 69099 Or X%-WITH(1)7-HELIX 4B 59040 EYE ANCHOR-w x 1/4"wrTH(1)Ir HELIX 4B NOTES: 1. ALL APPROVED ANCHORS LISTED ABOVE ARE MANUFACTURED BY TIE DOWN ENGINEERING. Engineer Kent Bice 2. THE CONTRACTOR MAY USE AN APPROVED EQUIVALENT WITH APPROVAL FROM THE EOR. FL License#:50421 3. ANCHORS SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. COA#30468 0 z < m- ex"!" 0 11�. ....... Ct- 0 No 50421 z 0 z V STATE OF :441' 0 0*. C/) to 04/12/18 V 5 w w 1552 6TH ST.WINTER HAVEN,FL 338WWO ULE - RD �2f (863)865-6502 UND CHED GROUND SHEET: SHEET 4 OF 6 'I-CAUE:AS NOTED CHECKED BY' KM8 ANCHOR SCHEDULE DATE: MOMS IMAWNW. RD F-4 TIEDOWN STRAP-0.035 x 1-1/4"GALVANIZED WOOD STUD WOOD STUD WALL STEEL COS-781-H I FINISH B,GRADE I BY WALL MINUTEMAN PRODUCTS INC.OR EQUAL.STRAP AND CONNECTION HARDWARE SHALL HAVE 4725 INC N 0 R B EQ G U R AAD LE S TRAP ARE HA HAVE 4725 LB.MIN.UL S MA LL CAPACITY ES ON REFERTOSCHEDUL REFER TO SCHEDULES ON TI TE SHEETS F-2&F-3 FOR SHEETS F-2&F-3 FOR TIEDOWN ENGINEERING TIEDOWN SPACING 71EDOVM SPACING DOUBLE TENSION ER PART NUMBER 59100 REFER REFER TO DETAIL -/ DETAIL 5 41F-5 FOR FASTEN IN FOR FENIN NG To G/ BUILDING SKID RE ER TO BUILDING PLAN FOR SIZE, FINISH LENGTH.AND LOCATION FINISH GRADE DETAIL GRADE PF::l — — r4 — — I I I E D SHIMS SCALE:N.T.S. I m I El I EEREI 12 11 -11 IEZI I El I IEEI I I— I E T TTOIVI OF I El I El I IEEI I I I I 1-1 -9 1 -11 EEI I El I E --I IIIE IDJFNEED I;=VI' 1 11:2 ED I E-1 I IE]I EF=-= Ir I IzEl 11 '4 1...I F-1 I El I El I r7 0 REFER TO SHEET F-4 OPTIONAL CONCRETE PAD R R a FORANCHORS SCHEDULE SHEET F-6 OR WOOD INSTALL VERTICALLY AS SHOWN SHIMS TO LEVEL OFF BUILDING. USE UP TO 3 BLOCKS TO LEVEL I STABILIZER PLATE#W286 FOR D F CLASS 4 SOILS OR#59292 BY ALL SKIIDS ON GRADE SKIDS ON GRADE&CONC. PADS VERTICAL TIE DOWN ENGINEERING OR VERTICAL ANCHOR SECTION ANCHOR UN-LEVEL GROUND SECTION EQUAL,AT ALL ANCHOR 0 LOCAT:ONS EACH SIDE OF SCALE:N.T.S. SCALE: N.T.S. SHED, F REQUIRED STABILIZER WOOD STUD WALL r5 PLATE DETAIL WOOD STUD REFER TO SCHEDULES ON WALL �-5 SCALE N.T.S. SHEETS F-2&F-3 FOR TIEDOWN SPACING REFER TO SCHEDULES ON SHEETS F-2&F-3 FOR REFER TO TIEDOWN SPACING DETAIL VF-5 Engineer Kent Bice I FOR FASTENING REFER TO FL License#:50421 DETAIL 4/F-5 COA#30468 FOR FASTENING m- az FINISH GRADE FINISH No 50421 Q GRADE z all=llalr= I =111 ll F 40- 111al 0 I 7t%' @TATE OF w 911- El I IEI I IEI I I I W Z 11=�4 1 [=I I E=1 11;--,111 w I I I El I El I I—_ =1 % E—=l I I I F��l I F I I=' I I ........ OPTIONAL CONCRETE D REFER TO OPTIONALCONCRETME PADRE R SCHEDULE SHEET F-6 REFER TO SHEET TO SCHEDULE SHEET F-6 OR WOOD F4 FOR ANCHOR, SHIMS TO LEVEL OFF BUILDING. INSTALL AS USE UP TO 3 BLOCKS TO LEVEL 04/12/18 Q. ALL SKIDS ON CONC.PADS SHOWN ALL SKIDS ON CONC.PADS VERTICAL 1552 6TH ST.,%VINTER HAVEN,FL 33880 3-'�VERTICAL ANCHOR SECTION r6 ANCHOR UN-LEVEL GROUND SECTION (863)865-6502 SCALE:N.T.S. �5 SCALE N.T.S. TIEDOWN SECTIONJS ( SHEET DATE: W0118 1DRAVwN BY: RD F-5 I Y �SCAUI AS NOTED I CHECKED BY: KMB 0- 16"X 16-X4-OR(2)16"X 8"X4-PAD SCHEDULE FOR ALL WIND SPEEDS, EXPOSURES,AND 40 PSF FLOOR LOAD NOTE: I. 4"MIN.THICK,2500 PSI MIN.CONCRETE PADS ARE OPTIONAL. NUMBER OF PADS REQUIRED BY BUILDING LENGTH UNDER EACH SIOD 2. DIMENSIONS SHOWN ARE NOMINAL. BLDG WIDTH — 3. TIEDOWNS ARE REQUIRED MIN.(4) PER BUILDING,(1)AT EACH CORNER SHEARWALL(Sw#). 6-01 lo-(r 17-(r 14'-V je-T IV-o' 20'-T =-(r 24'-0* 26-T 2V-T W4r 32-V 4. REFER TO SCHEDULES ON SHEET F-2&F-3 FOR TIEDOWN SPACING AND SCHEDULES ON THIS SHEET FOR OPTIONAL PAD LOCATION. 5. SPACE OPTIONAL PADS AT EACH END OF EACH SKID AND EQUALLY IN-BETWEEN. 6-0. 3 3 3 NIA NIA WA NIA NIA NfA NIA NIA NZA N/A 6. LOCATE PAD CENTERED UNDER THE SKID. SINGLE r-11 K' 3 3 3 4 4 4 5 5 5 N.A. NA NA. N.A. WIDE — --- UNITS 2 3=3 �4 4 1 5 5 5 N.A. 1 5 5 5 1 1'-0* 2 3 3 3 1 4 1 4 1 4, 4 1 5 16"X 16"X 4'CONC.PAD OR (2)16-X 8'X 4'CONC.PAD 4X6 SKID SW2 Swi (TYP.) 0 z FLOOR JOIST MP) a: 06 SKID(rYP) c� z 0 i 6-Xl 6*'X4"PAD DETAIL ...RI b--A4" I b SCALE:N.T.S."RLL'Lr Lu 111`41%-WII)Et� x ------- 8'-(r TO 29-Ir T m I V-0"WIDE 8'-(r TO 37-0" 4X6 SKID Engineer Kent Bice 1 &2 FL License#:50421 z COA#30468 < 0 F-6 le,X 16,X 4"CONC.PAD w 0 SW2 �f 0 Swi OR M (2)16"X 8"X 4"CONC.PAD N cryp.) 3 WK21 a uj ad S S2 Lu STATE OF 0 Lu �2 a IX4!'�PAD D�ETIAUIL 9 OR S S. CM�T 8'-0'TO 23--g- 04/12/18 Lu ca Lu 1552 6TH ST.WINTER HAVEN,FL!33= *jAD L_- (W3)865-M2 — 6�__ F-6 SCALE:K.T.S. 411 OPTIONAL SHEET PAD DETAILS DATE: 041101118 RAV&I BY: RD F-6 D .10 ��ALE:AS NOTED CHECKEDBY KMB SHEET 6 OF 6