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800 Seminole Rd ACC21-0033 Shed for Athletic AssociationOWNER:ADDRESS:CITY:STATE:ZIP: CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEACH FL 32233-5444 COMPANY:ADDRESS:CITY:STATE:ZIP: ATLANTIC BEACH ATHLETIC ASSOCIATION 800 SEMINOLE RD ATLANTIC BEACH FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170389 0000 SALTAIR SEC 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 800 SEMINOLE RD ACCESSORY SINGLE OR TWO FAMILY ACCESSORY 10' x 14' SHED - behind center field on field B $4244.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: 2 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 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. 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. 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. 1 of 2Issued Date: 5/18/2021 PERMIT NUMBER ACC21-0033 ISSUED: 5/18/2021 EXPIRES: 11/14/2021 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $241.50 3 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: Any damage, such as tracks or ruts, to the field must be repaired by Atlantic Beach Athletic Association. 2 of 2Issued Date: 5/18/2021 PERMIT NUMBER ACC21-0033 ISSUED: 5/18/2021 EXPIRES: 11/14/2021 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $241.50 ACC21-0033 Address: 800 SEMINOLE RD APN: 170389 0000 $241.50 BUILDING $75.00 BUILDING PERMIT 455-0000-322-1000 0 $75.00 BUILDING PLAN REVIEW $37.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50 PUBLIC WORKS PLAN REVIEW $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R15839 $241.50 Printed: Tuesday, May 18, 2021 1:19 PM Date Paid: Tuesday, May 18, 2021 Paid By: ATLANTIC BEACH ATHLETIC ASSOCIATION Pay Method: CREDIT CARD 456889856 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15839 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION Anni.- Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY on pr IS REQUIRED. Phone: (904) 247-5826 Email: Building-Deptcooab.us 2 Job Address: SIV(f I CSC ' RUhb -- FM)( sset- P mit Number: ACCZ I - 0O33 Legal Description RE# Valuation of Work(Replacement Cost)$ 7 2-( Ur) Heated/Cooled SF Non-Heated/Cooled _ Class of Work: , New Addition DAlteration DRepair Move ODemo DPool Window/Door Use of existing/proposed structure(s): 7cCommercial Residential If an existing structure,is a fire sprinkler system installed?: Yes No Will tree(s)be removed in association with proposed project? Yes(must submit separate Tree Removal Permit)--1Alo Describe in detail the type of work to be performed:` ?Li4e /ate 6 Q U ipic N7 S/1 1 3T N/ae Ri ANT Ccs L 1 Fe w ce 05/.1 I b 13, ( G 4 c 4 ' S' j t — 4 c-,....41. i1/4 r-1 G ko2 5d7.- t.•-o.L C- .v;)i .S Florida Product Approval# for multiple products use product approval form Property Owner Infor -tion Name - _ ss City State ` Zip Phone E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company/9-1010-)e- 13€.4 A#/ 4 TC. Qualifying Agent Address e?AA)NOCE a City 147,.iff/C Bc j State P Zip _,?1,233OfficePhoney-912•-2 '? Job Site Contact Number l/` U`f-9cf7--Z 7 State Certification/Registrati # £ d t{3 oE-Mail GAJ/[LJIPItEgrOAJE?7 Q /177 Al el- Architect Name&Phone#/164/4/ 80/•b rQ$' -1.71)C Engineer's Name&Phone# f0 7r-3 iS- f3 9 r (.<u//& Lid GUF Workers Compensation Insurer K t k borck.4.g.se OR Exempt Expiration Date t0/f,/,7,072 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 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 TWIC FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCI , CO 1LT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE DING YOU' 17•TICECT COMMENCEMENT. j Signature of owner or Agent)Signature of Contractor) Maned and sworn too affirmed)before me this 4 day of i ned and sworn to(or a firm:.)b- is., day of Z- , b 11,kra (. 11 Ari sone'+( tars) f a W.•!ary), iii e; = Y""'' TONIGINDLESPERGER ersonally Known OR NI GINDL ,RGER [ ]Personally Known OR e ''., Produced Identification °•••,••• "`' MY COMMISSIO GG 353178 [ ]Produced Identification\ w. :* MY COMMISSION#GG 353178 A' •''= Type of Identification: b. ''s EXPIRES:October 6,2023TypeofIdentification: e •..,- YP e; ru ,o ary•ublic Underwriters PF Fbo: Bonded'Nu Notary Public Underwriters 4/8/2021 Map---Jack-Russell-(619x577) plaza Rd k iSt 47 Jack Russel Para a. ei ',-* Jack Russel y park, FL 4 AP al Q f b j• https://fl-atlanticbeach3.civicplus.com/DocumentCenterNiew/8487/Map---Jack-Russell-?bidld= 1/ 1 TOP LINE ENGINEERING, LLC tr, STRUCTURAL ENGINEERS February 12, 2021 Mr.Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Robin Builders Plan # FBC2020ACP Dear Mr. Campbell, Pursuant to the requirements of the Department of Business & Professional Regulation, the above referenced documents have been reviewed for compliance with: 2020 Florida Building Code, 7th Edition 2017 National Electrical Code (NFPA-70) Florida Product Approval Rule 61G20-3.006 (FAC) All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. These documents were reviewed for only what is to be constructed in the factory. Any work performed at the site, such as the foundation, is under the authority and jurisdiction of the local Building Official. Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all the applicable codes, which may or may not be identified in this review. Approval also does not preclude the local building official from requiring work be performed that was not previously reviewed, approved, and constructed under the State of Florida's Manufactured (Modular) Building Program to make the building, code compliant, for the intended use. A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC. If you require my assistance in any way, please do not hesitate to contact me. Thank you. Respectfully,( f ir keetr—illiamamE. Keary, Business Partner Top Line Engineering, LLC BiLL.TLL@yahoo.com Please note: Any questions regarding local permitting should be directed to the Manufacturer. The Manufacturer's contact information can be found in the title block of the plans. 10649 Oakview Pointe Terrace •Gotha • Florida 34734 • Phone 407- 421-4037• Projects.TLE@yahoo.com FL Certificate of Authorization 31785 Please note:Any ginalions recording tote perm:(ng should be directed to the Mom:Hach;3rt'. The M.anskich,rer§eoniocj in/emotion,-on be,`aurid in the IiHe block of Ta piens. 1*--- 7) 1 f 1 DERs 6 -- ... IN\ 0 ---) 1 I ) ,,, was a III GENERAL NOTES: c 2 < 1. Foundation plans are not part of this plan set and are y w 3"oBuildirh7Cade2020FBC, 7th Cdltictn c a governed by local jurisdiction. a y,,: 2, Bufele'»as are approved for residential lawn storage Only. ASCE-7-16 W V I v 3. This building Is exempt from the FECC per sections 2017 National Electric w-i i q 2101.4.2.4, 8402.1. Code(NFPA-70)a I i "•4. Refer to tie down cietai,s for proper installation Building Type Residential Lawn Storage B a i».'^a'i requirements to meet code. Shed 2 I z X30' 5. All lumber for construction will be N2 OW except as i W ..oaclnoted. Manufacturer Robin Builders, Inc,z a 6. Gutters shalt be site installed per the local. authority Lyons, Ga 3 i i<' having jurisdiction and permitting requirements.Agency Top Line Engineering, LLC 7. All windows and doors to meet the minimum specifications Agency Plan Number i IpertheapprovedplansandtheFloridaBuildingCode, Construction Type V-B m j""}8. In accordance with FBC 1609,1.2, 'Storage sheds that are f` not designed for human habitation and that have a floor Fire Protection B area of 720 square feet or less are not required to Fire Suppression System NO comply with the mandatory veadbarne debris impact Occupancy Utility o. istandardsofthiscode'. Allowable # of Stories ii:iiifl r' "+fin9. In accordance with FBC 10101.1, exception (10.) buildings 11r e a r that are 400 sq-ft or less and that are intended for Building Risk Category 1 1 E Vd rr, o e''<''' i 'ow use in conjunction with one- and two-family residences Partially Enclosed SEN$e'•. ' •"t ,a z<h g> are not subject to the door height and width Wind Velocity 160 mph Exposure C r- requirements of this code. Structures 400 sq-ft or more Fire Rating of Exterior Wails 0 hour 03436 _ 7110,66, VI" 2,-o? shall have an 80' minimum door, it' a-- b 10. In accordance with Florida Statute 553.80 (1)d, town Floor Live Load/Dead Load 75 psf, 5 psf =* i * • ^ r aw i,>-:,, u D.Z., storage buildings and storage sheds bear the ins n*a Roof Live Load/Dead Load 20 psf, 8 psf 1e5J a r G 9 9 9 9 P 3 Z/01/Zi n O1ofapprovalofthedepartmentarenotsubjecttoR' Rating of Floor, Walls, Roof R-0, R-0, R-Q %?1 '. STATE OF c' - '- 3 7 553842 (Florida product approvals) but shall meet the Modules per- Building I J'o '•. Ftcy tloi'•'r' u'c a-6des1 wind load requirements of the 2020 FOG 7th edition. square Footage 719 sq-ft S' ""' 2,, I11. Flat metal straps can be bent around structural 1`1ONM. xv members of wall studs, trusses, chords, etc. to help FiVHZ Approved No r1tiiii" secure these members, provided that the added bend does not interfere with any of the existing SHEET '{,•..T n.., tw, breaks/bends in the strap. SHEE I LIS i x 12. As per FBC Section 1626.1 exception (F), storage sheds p,' f y- .t T- " "' that are not designed for human habitation and that Sheet !umber Sheet Titletle vas-t rhrwy s-' ROBIN BUII.OffRS INC. haven floor are of less than 720 square feet or less r'Cover i{ i 1"`C 'tr spa 552 S. Ta 51. are not required to comply with the mandatory windbarne Sheet 4(VPE" , t M.tl''`•" 4..,1•"^' crani` A 11459 debris impact standards of this code. Sheet.Floor details ! f s an,:,c.a 166 LTA 912-526-386 13. Components/Ctadding are In compliance with the 2020 FSC 7th Edition.Sheet 3 Framing: Americana Model 14. Sheds located 1n flood hazard areas must comply with the Deaf flood zone regulations. Sheet 4 Framing: Floridian Model COVER SHE[T 15. If' a wall is framed for future tiVAC units that shall be FBC2020ACf approved by the ANJ and shall comply with local Sheet 5 Framing; Gar'}bret Model requirements for permitting.Sheet 6 Framing: Steel frame option 16. VIndoet and doors installed by a customer shall be approved by the A#.1 and shall comply with local Sheet 7 Framing: Porch option y requirements for permitting. FSC 2020 17. HVH2 components for sheds require that Installation, per Sheet 8 Framing: Mono slope roof manufacturer's instructions. 12-?3-2G t at 9 Sheet 9 Electrical. and Door detainsKNOTAPPROVEDFORHVHTJ NONE"—NONE_ I 2021.02 12 TO`tir1C CNGiNEE lt-4G APPROVAL PLAN C FBC2P'2OACP''•'NOT ijf/ ii2 APPROVtLC FLOOR DETAILS 4 o........ 7;53 VARIES TO S0' O" N PT 2X8 FLOOR JOISTS I6"OC-> I -. 578'X 24'S"HELIX(OR EQUAL)ANCHOR FOR SOIL W ro 2 SKIDS TYPICAL PER UNIT PT 2X8 RIM JOIST WITH MODEL MRA(#24DACI)OR EQUAL FOR ROCK n 'N 4 SKIDS REQUIRED FOR 3) 3 X.120 GALV NAILS PER CONN ,.""_ ..---..-_.. 035 1;ALV.STRAP OR CABLE OF 475 CAPACITY 4 0 .,•.FLOOR WIDTH OF 13'6' a `. o , jA 3 W .a i I...:-. 0. F1004410 TO SPAN PERPENOM,0H 0 j _ I AereasanooRs3s a b Z o FiUORWCi Tb0L1 ix+bEWAYNENT V 1-+`•" OM9l nwwau 011 Ot!y W ' C, Y, r:OCRI.40 TOSE TONO06 A OROOV'E SC ;01ED3EOP.E0 re.EOOE VAIN W 1.21 2i18FiSO41DBLOG(lNO AIT AALd 0418 1 4, et 1,041.4+Tr,PF RA.971ENSO W1h.r< 1 13 13' h" MAX 520-11/41/NAA.ga z•,w I COAT,O5C,RS TOrLbfA1on3svKflaTO TE E OC VON ALOM3 EINIF dlF SHEETS,,tr[lC C3 ap. IkM 1N HEW Of 13EM 1P' YiII I W t a r yt r! 1 F- N N 71+ rssTM.:.zeaa.s:. :.=r I1111 F.a.. 111 i..; LWifliwn i1l i C =NQU b 3 X.1.c.0 GALV NAILS PER C36"' s o31fns 6 F CONN • t>v,..m.3A13 j O m, 9.- z OR ALTERNATE(1)0.220"x 4' l'^ W ALL FLOOR JOISTS w TIMBER SCREW PER CONN. 3 z 1r PT 248 SYP 42 AT 16"OC C A.‘4,,,A#< TYPICAL FLOOR FRAMING N;o e'Dfiu'A,c, sSPACEDCONCRETE MKS 4liltliUi , SI 7 N.T.S. EACH END,THEN MAX.B'CENTERS. is t x\47., 4wEN.s ._i, r 1----,4%4'40/''''Aw-! > 43gG * 3t4°PL^WK)OOPT 13 .. t i/4/Zi .(Z; mg ----2X8 PT FLOOR JOIST SYP ii2 ROBIN BUILDERS, INC 1JSKID SPACING 14/ 4/.. i.."-. 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STRAP AT TOP OF EACH STUD ON aFASTENINGSCHEMA.C L w e cmw K A a a a '°GABLES-ATTACH TO TOP OF PURLINS I r SIDING NINES PAGE 3 1 112'X 18"28 GA GALV.STEEL 8:OVER RIM d TOP PLATE TO STUD 44 °., 1( STRAP AT TOP OF EACH STUD ON 12)125'X.105'NAILS(TYP.I vGABLES-ATTACH TO TOP OF PURLINS i -- 0. N r B OVER RIM 8 TOP PLATE TO STUD i a 2X4 91 SYP VERTICAL RIM 12)125'X.103'NAILS(TVP.) 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ATTACH TO GABLE RIM W143'X.120'NAILS EA END e0 2X4 41 SYP STUDS—.—l^ / USE SBCH TOMO GABLE RIM 16 3' x.12T NAIL ON IF x120'NABS EA END NTERS 11BLE 2x4 SYFIF1 FOR MAX SPAN 135" 2-56---32 NC 24'O.C. i USE 24 DOUBLE 2x8 SYP 02 FOR SPAN MAX 1ST S I I t N Nr 2-3'x.120"NAILS EA ENO MAX SPAN 159'STITCH W!3'x.120°NAIL ON 8'CENTERS c ` t I ATTACH TO GABLE RIM Wl&3'x.125'MILS SA END4 App p 1 1 j/Q`f! 3X4#Z SYP S UDS OR 24# 13YPr /// J RAMINC DETAILS:iCEF/g.:'. BLOCKING BETWEEN BTUDS FLORIDIAN STYLE Np..53439 SIDINC3.SEE SIDING NOTES PAGE 3-'- IIRC2O2GACP Z 1112'x 12'23 G STEEL STRAP — -- - Z t) I = TOP a BOTTOM OF EACH STUD U '. ROTATE OFC/f J BC 2020 t'` fi<Lka'IOA, \ ` ti 1 j))'' 12_13-26 4 OF 4 e,r , ,C.,. 7, TYPICAL CROSS SECTION is NOTED4r, 7IhALfIrri ;1Y,<<rN.i.S. r 1w 202) 02 '2<Or LNE ENC.1,4 ERINw AP='(Q'/A.PLAN 4 F CFJ20AC P , JJI H'JH.APPROVED GAMBREL BARN FRAMING DETAILS 1 a....,. 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H X <ONL WITH lir WITH 1/2' 1 q _' I 1 tI Ccj.oPLYWOODPLYWOODENDWAL_' . FRAMING 1 = FRAMING DETAILS STEEL FRAME OPTION I DOCKDAD:-SEE ROM odix NOTES PAGE t us w.rse.8.oa..Nmw aGa© artr.im»aar taMA tail/ry w 9.17$ .. eH,Sia cuo.xaN, X' L79 i d'"e'dt il.98" Z.0,srEE,Top ASA RAFTER .._, ci ,. n OJER 10GA STEEL TOP RATE CONT. OEfKJNAE S EAYF ENCLOSEDy 1'" 1 FrwaGG,atat mxtrx oft, WWI o.niu fAS1EN Do'FIX Sr SCREWS!'OC ,t q, ty wr+.PWai'N.A•••p' s+^mu a®.woemia"arta. Yyy_ 7 RJufG Sf.F_3A'NAGNDTESAA(3E3 fJJ/ o'. ' NSA 3ttE15IWS Cr nMF'SOW:79W 51114111 I 1 , p1 a g . I..ecNN 9919.79 1,I \1' zt cA sTEet SttK s DMCiaeut p( I3 Y p 7 ywa.rn smm t vanesTwn•*rrx«n e.,wf veNO Hwst SsFFli 4tMaaEsi I c ih p u ,.r— a . iX90 X2ccuaTecicatm+uoerd'`'7 M p MO 9177- 1 ZWBF1? I,l¢AT 3P AFF + •^•-.,,•. i' A I N p ``.: on.gp am'A-.1ieY' WNFhrill xNxF" i SS LAC KA,R•i Ci'ree.R R 11 2.ti.ai ME!.B]iiOMP-AIC---' aowu.wnc,.0 caww ' I aaa+wF R,ae.aw.wn I G & I{ WI a nxa,eaxe o.x..w roeua }.. Al]x 2-112'CALV ICA vASHER HEAD I.III-.-.,,.1:...__ S.._._i 07 ..,( 0.i SCREV WE AT CAW STUD.2 AT EAW _ _. SIG. mR NotoG.m.e.c.o.EDGE Of DOOR[PE AI T 2 AT ECA C PT.SxID9 SINCY@IxlCxl 0OU6LE MD MO wst cNn[s6wow CORNER.EA"J+AOL' TIIPIJUGfI LASCRP1L f IW r'}•xp RFoav a..Gr./cm. AND PLY1T2JU ANT WO 2.6 PT JQTST PDVOLE STUD&AT CORNEAS Fl.'Allplel.*t+A ISIOr. WN MAIM RiTx JY'SCREWS AT 12'Af:INC 4 ww,."ac. we*x,a.a GABLE VIEW SAVE LINE WALL - >RAMIN_ dam'„ T NTA. U A- titito WMtoI FST(INO-SEB PADGOtAi NOTES,-AAA C4 0Mi •V yT M c'10 moiwm.w' ."F roe j( HEADERDETAIL,MAXSPANS&FASTENING n 4 " i $W u.oNrn+os.a,nee--..-----",,,_/:', 1\ O0"fOrr, "r ::ne HEADERS 1-2.4 2-2X4 2-2X4 J z `n " 4 w."w"wmnc..a 1\J ral`m iT.w 79,1974 I 7UfiiG avi,-,':.. s>.,..--- --- C\." Iw3iS' a Nin om 3 f"eE2f a+catirIll v xy , ..a ,.a„,.,d v 4 J amp:AaE=WC NOTCS PAGC] / ,90" P-IA 5- G c•.rwRn VVOL, panda SIDEWALL., MAX SPANSI 22.5`84` 95` rgeV. "ZrAr ! 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TRESS SCHEDULE P{1 TR 1 u c.FRAMING:WALL PANEL AMERICANA WITH PORCH OPTION D,113SY 3 Ft AT ENGWALlT9. b TITCH T 13"x .121NULS FCCr COLISLE TRUSS AT ENIANAL49 FeLD TRUSSES 21.00•.. SS f ff,, y, yy,,}},, 244A.1S-A a•TRUSS PLATES lfITEX i USS p e c po;, 7 P _._... DO1181.E TR438$ WM>fl!•I i1Ax 3.81 12 .. RO f7Fkafr SPF Re7oF11x'; EQUIVALENT EACH SNOE OF TR I D zo6c,AlvSTEEL HAT CHANNEL IIII W/(2)2.26*x0.131'HTNNLS PER CClL1--,, 1 1/E X 1r 2$GA.GALL,.STEEL PLATE- - i ` go 165'x 1.23"NAILS t. •! _...- 2-.==,_ . 1 41 9YPK0 STVp92.3.1g Off NAILS go - .r I ,f t9 2 {Ji 2UG GALL/STEEL MAT CHANNEL C EACH END 1 a1i© a "1 5 W/{2)22F x 6.131'111 NAILS PER CONN. h . L4 iT i{ r., 411 OIl ET f ) a i` RIP a 44 O is F„ 9 1III MONO•SEE scow NOTE$PAGEE. - I -.. : rsr. d sw to pC 9 P If poll r.'NncxnxN 'rr. 1'.frx1r26GA.GAIN.3itkIPLATE-- 154 PLAIN 9.a as rsa raf r o I(36 'a' TOP 6 aoTTOM Of 2ACN ST110 'I SEM* a » 'a 'x > ROOF I FRA:`A!IN 18)1.25•x.106'NAII.S(TYP.) a.a'Ts'osan Ir .=D xT 255 SYP r2 PT FLOOR JOIST 1e CENTERS A' k a ; • f.1 U.-i* t PT SK476 lxe wasua+s ca. I'.I3' 6' MAX._..,......,_ n,<a 286GALV 8TE0.MAT CHANNA NOTE FOUR 55405 U*2ER ire.VWOE FLOORS ORLY j W!{2)E2?'xRI31'NT HAAS PER COtai, tHXJG.E PT TliVSB CA. LC YYALL 1-R,f1`VIIIY(..4,_WI 1 1f2'x it SSG STEN STNAP- At r SPACING Aaraka/toms i a-. TOP OF&TUO&TAX EMD OF TRUSS N.i3.. 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SN1N31SVd9SNYdSXVW•(0'130waavaW rNN 0TMOit3014*wt IN, ,wo-trtr»t 30(74 3dn•10 3 k.C)941YH3 13315 210.3 f1NIWV114 C Alm/AA. 1 : - ELECTRICAL NOTES, icig40 01 1: AS PER NEC ARTICLE 330,30<b) SECURING OF nj234C ' dafillaDR's.REDC SAFETY GLASS,ACRYLIC.°R i MC TYPE CABLE; UNLESS ETHERWISE PROVIDED 1..q ......c, 9I p-ii. , -. -, CABLES SHALL BE SECURED AT INTERVALS NOT 1 0 EXCEEDING 6' AND SHALL BE SECURED WITHIN 12" OF EVERY BOX, CABINET, FITTING OR b:z OTHER CARTE TERMINATION g t 64. . . .., 0-,.... 2: ALL WIRING SHALL BE #12 GAUGE 3-WIRE MC 2 1 c CABLE OR LARGER fgl 3, WIRING ENCASED IN ALL METAL BOXES a 4: MAXIMUM NUMBER OF OUTLETS PER CIRCUIT, 4 51 MAXIMUM NUMBER OF LIGHTS PER CIRCUIT: 4 60 MAXIMUM SIZE CIRCUIT BREAKER IS 20 AMP FOR 12 GAUGE CABLE 0 0/4.,,i1 71 PER NEC 210.8(A)(2), GROUND-FAULT 1 t i---CIRCUIT INTERRUPTER (GFCI> PROTECTION IS IdINSTALLEDFORALL125VOLTSINGLEPHASE1015AND20AMPERERECEPTACLESc.;AThTer—C-ItscAl.trNects 1 ELECTRIC,Lq, DETAJ,L$cp ixovarczrnAcaz 4.I1 s...J' qtp 2 I '.:141.C. 0 LIG...P‘Krume 1 TLE,,7:.v=7,=.","• . I'A' G:1 1. rA-2c,i; ...o-,-,0,,,c,ax ATOOK.E.N0wy.m 4 r x.),''.4 i .>@ oro.mmxxt.UARit.sta.74,4ccilewA0 I '' 's '1 • a AAA,eek,rwP,me T.*2.44 , 1 S 0 4';;.1. L,4 05, /,,,, ALLMIR. GDVLCIIPSS' sl. ITRTCTKTAGnAlILNGSE 3 DU,_.A6: 4- IncicoV. dEANSIls. lE7EATSRvITTIEitNL[NCR,PMEL DIRECTLY LINGER E C I ER113RFACE 29 GA STEEL ReLAP E X TERIOR DOOR PANEL ATTACHED VERTICALLY WI TM *10 x 1' SELF DRILL SCREWS OK,6'CENTERS' 4, 29 GA STEEL -P-RAIL TRIM TOP 0 HOT TOm IIF DOOR PANEL. 5, L5' WILE x D.040 ALUMINUM PIANO HINGE ATTACH 10 IRISH I RAPE WITH MID x 1." ELF DRILL SCREWS 001 ur MAX SPACING ATTACH PIANO HINGE TO VALL CRANING WITH AS t 125'COATED SCREWS Obi ir CENTERS. 6. MAX SINGLE DOOR SIZE 60'WIDE x 79'MICH 7, MAX DOUBLE DOOR SIZE 92* WIDE x 75' NMI 8. DOUBLE DOOR INACTIVE DOOR TO HAVE i' STEEL PIN READ AND FOOT DOLTS 9 DOOR LOCKS TO BE CI-ROME PLATED'TEE' HANDLES WITH i' SQUARE STEEL SHAFT ATTACHED TO WELDED ST EEL INSIDE 'DEE'HANDLE aP nempa_DOORS INCLUDE 140B/LE MCKIE TYPE MORS, INSULATED T OTSRO-ASS op STEEL PRKKtutin DCORS, INSID A1F 9 F INKIKEK ASS AAPAk WORT. OR ROLL-UP STEEL 15101454 frElfn PLASTIC SI-PCI. C444.4,,F14, 41I a,W., 14 IVA E '"", 4,.. .,.. ..n, , 1.7. ;,..).C"ISE: .71. ....... ri);;'1 - ,, ul. c x 4 C i- 9,14C ELECTRICAL DIADRAMIA.'" 4-•..•,,,C31, '3 DOOR DETAILS EBC2020ACE IA- I * rf:: DOOR DETAILS 0, zirrliti .. Ef-1 : .., 1s..p'. iti.:: -70C 2020 4 T tir_ IC,•'. iri ,,oP....,-;,., '12-I3-20 9 of 9 NONE fifor,1,0- m../\ 44%.“.......... 2021 (,,Y2.l?Ti,,)?1.301 ENGINEERING,APPROVAL PLAN S E3C2U2CIACP" I' NIOT Witli AIIICII:E1I) PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JOIST III 2x4(6) PT RIM JOIST FLOOR JOIST GENERAL N TES 0.. ` mmi 2'x2'x1/8' ZINC PLATED WASHER 3/4' PLYWOOD FLOORING a w to 0 MMMMMMMMMMMMMMMMMIIIMMM 1. BUILDING ANCHORS INTO EARTH SHALL BE z N o1/2'X4' GALV LAG BOLT 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE ANCHORS BY HOME PRIDE OR EQUAL WITH 11:46- ANCHORS A" ANCHOR ATTACHED TO BUILDING MINIMUM EMBEDMENT OF 24' AND O t1/1 WITH 1/2'x4' GALV LAG BOLT 2x4(6) PT RIM JOIST N THROUGH WASHER, THEN EYE OF AVERAGE HOLDING POWER OF 4,000# o ANCHOR, THEN RIM JOIST &Illit 2. BUILDIEG ENANCHS INTO H MINE3' M BE JINTOENDOFFLOORJOIST1/2' WEDGE ANCHORS WITH MIN 3' EMBEDMENT 0.. 2'x2'xl/8' ZINC- 3. ANCHORING SYSTEM TO GROUND PER LOCAL 3 maGRADEiPLATEDWASHERBUILDINGCODE. LOCATE ANCHORS PER o Q,1/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN x JC.i 4. ANCHORING SYSTEM TO CONCRETE SLAB PER La o a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER o o SPACING REQUIREMENTS SHOWN WITHIN Z •.IJREQUIREMENTSSAME z F O i-aASANCHORSPACING1/2' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO a z > REQUIREMENTS z 4' SINGLE HELIX & MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD A: 3 0EMBEDMENT24'. LOCATE THROUGH WASHER, THEN EYE OF 6. PAD SPACING OTHER THAN END PADS IS w Z of a N ANCHOR, THEN RIM JOIST & CENTER TO CENTER J aSIDEOFBUILDING, END ANCHORS INTO END OF FLOOR JOIST a a a WITHIN 2' OF EACH END, THEN 7. BASE OF EACH PAD TO BE 8'x16'x4' SOLID 8' MAX ANCHOR SPACING. GRADECONCRETE BLOCK (CEMENT AND SAND MIX) 8. HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING 2 SHED WITH ATTACHE D SKIDS 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7- 16 E N D VIEW 4' SINGLE HELIX & r EMBEDMENT OF 24', LOCLOCATE RISK CATEGORY 1 BUILDING EXPOSURE B m o z ANCHORS ONLY ALONG LONG 160 M.P.H. (3 SEC GUST) 2020 FLORIDA Z vsSIDEOFBUILDING. END ANCHORS BUILDING CODE 7th EDITION 40 W o N SCALE: N.T.S. WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF O inn ru 8' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT 1-a,o ,, ce 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE tn0 r.i a o0 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG 1 13. PIER SPACING REQUIREMENTS SAME AS 2 u'2. No._ ZAUGERANCHORSPACINGREQUIREMENTSCO ,nro, 0„V- ANCH R ATTACHMENT DETAIL J ~0a. UU V O W r O.xSCALE. N.T.S. tonpp 00_I- L)043 2x4 BASEPL• 1) 1/2' ZINC PLATED NUT 3/4' PLYWOOi 1) 2'x2'x1/8' ZINC PLATED WASHER op 2x4(6) GAUGE G-90 GALV 2x4(6) PT RIM JOIST STEEL 1,5'W x 18'L ftA.. ., MEL 1/2' WEDGE ANCHOR WITH U-SHAPED BRACKET 1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO ATTACHED TO EACH ft....- THROUGH SOLID CONCRETE SLAB STUD I. FASTENED W/ EYE BOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 WALLPLATE 14)- 0.089 x 1.25' ROBIN BUILDERS INC. 1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/8'2x4 PT BOTTOM PLATE. RING SHANK GALV NAILS 552 S. STATE 5'y'. ZP WASHER, (1) 1/2' ZP NUT SPACING OF ANCHORS TO YO S GA. 30436 BE MAX 3' ALONG ALL 2x4 BASEPLATE 912 526-3266 FOUR WALLS WITH 1 Digitally signed A-24 SIMPSON (or EQUAL) MIN 4 8706 UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN P OFby:Kenneth E ANCHORANCHOR MIN 3' EMBEDMENT. EACH CORNER. la 2'x4' P,T. BASE Vogan/ LOCATE ANCHORS ONLY ALONG Pi S ONCRETE SLAB BY n,,,,CONCRETE SLAB BY LONG SIDE OF BUILDING, END T Date* 021.02. 08 OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' OTHEJURISDICTIONS LOCAL CODE a? TH'E V°'''- 12 : 41-0500 TIE DOWN DETAILSANDJURISDICTIONEND, THEN 3' MAX SPACING L xe"'9e APPLY APPLY k. SO f I have EYE ANCHOR SYSTEM view d this v'.. w docu 'entSHEDWITHATTACHEDSKIDSSHEDWITHUTFLOORs.oF Rs:A !". p'' Loco n: 1170 "'11E DOWN "+ANCHORED T CONCRETE ANCHORED T CONCRETE s',°,"^s`' Su erfield Dr. END VIEW END VIEW Cu ing,GA t°/ts/2ozo 1 of 1 30040(678)315- AS NOTED J SCALD N.T.S. SCALE. N.T.S. 8395 PLYWOOD FLOORING 2x4 BASEPLATE illFLOORJOIST 2x4(6) PT RIM JOIST FLOOR JOIST GENERAL NOTES a— \ 2'x2'x1/8' ZINC PLATED WASHER vvlo3/4' PLYWOOD FLOORING w N N Jmmmmmmmmnommmpmma 1. BUILDING ANCHORS INTO EARTH SHALL BE z 0 1/2'X4' GALV LAG BOLT t1c1111111111Eg12x4BASEPLATEMOBILEHOMETYPE1/2' SINGLE HELIX EYE o ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH n n WITH I/2'x4' GALV LAG BOLT MINIMUM EMBEDMENT OF 24' AND N2x4(6) PT RIM JOIST oTHROUGHWASHER, THEN EYE OF 1110 AVERAGE HOLDING POWER OF 4,000# ANCHOR, THEN RIM JOIST 6 2. BUILWEG ENANCHS INTO H MINE3' M BE J 0INTOENDOFFLOORJOISTI/2' WEDGE ANCHORS WITH MIN 3' EMBEDMENT a .. 2'x2'x1/8' ZINC- m4DGRADEPLATEDWASHER3. ANCHpRING SYSTEM TO GROUND PER LOCAL BUILDING CODE. LOCATE ANCHORS PER o 1/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN X JL:i 4. ANCHORING SYSTEM TO CONCRETE SLAB PER o aPIERSPACINGLOCALBUILDINGCODE. LOCATE ANCHORS PER 0 C REQUIREMENTS SAMESPACING REQUIREMENTS SHOWN WITHIN z C'_, AS ANCHOR SPACING 1/2' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO a i •> REQUIREMENTS x 4' SINGLE HELIX 6 MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD z 3 OEMBEDMENTOF24'. LOCATE THROUGH WASHER, THEN EYE OF 6. PAD SPACING OTHER THAN END PADS IS w z o z4ANCHORSONLYALONGLONGANCHOR, THEN RIM JOIST 6 a SIDE OF BUILDING. END ANCHORS CENTER TO CENTER Awa INTO END OF FLOOR JOISTva= <<WITHIN 2' OF EACH END, THEN7. BASE OF EACH PAD TO BE 8'x16'x4' SOLID 8' MAX ANCHOR SPACING. GRADECONCRETE BLOCK (CEMENT AND SAND MIX) 8. HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING 2 SHED WITH ATTACHED SKIDS 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7-16 E N D VIEW z 4' SINGLE HELIX 8 LIN. RISK CATEGORY 1 BUIL ING EXPOSURE B f) oENCHORSNTLYALOLOCATE ANCHORS ONLY ALONG LONG 160 M.P.H. (3 SEC GUST) 2020 FLORIDA CS 0nco s SIDE OF BUILDING. END ANCHORS BUILDING CODE 7th EDITION V`O ti wON SCALE, N.T.S. WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF c> *)n N 8' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT o w ¢ 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE 0 (^0 a 0012. MAXIMUM LENGTH OF FLOOR IS 50' LONG I 13. PIER SPACING REQUIREMENTS SAME AS v'z N AUGER ANCHOR SPACING REQUIREMENTS t(',or o, 00 w ANCHOR ATTACHMENT DETAIL 40 U 0 UV O Qw SCALES N.T.S. in n on 0043 2x4 BASEPL' 1) 1/2' ZINC PLATED NUT 3/4' PLYWDOI N (1) 2'x2'x1/8' ZINC PLATED WASHER 11...i3.126 GAUGE G-90 GALV2x4(6) PT RIM JOIST STEEL 1.5'W x 18'L i 1/2' WEDGE ANCHOR WITH U-SHAPED BRACKETr1/2' x 12' EYEBOLT 3' MIN EMBEDMENT INTO SOLID CONCRETE SLAB ATTACHED TO EACH STUD I FASTENED V/f1 EYE BOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 WALLPLATE 14)- 0.089 x 1.25' ROBIN BUILDERS INC. A A 1) 1/2'x2' ZP BOLT, (2) 2'x2'x1/8'I 2x4 PT BOTTOM PLATE. RING SHANK GALV NAILS 552__5. STATE SY. ZP WASHER, (I) 1/2' ZP NUT SPACING OF ANCHORS TO LYONS, GA. 30436 A BE MAX 3' ALONG ALL 2x4 BASEPLATE 912) 526-3266 T i- A-24 SIMPSON (or EQUAL) FOUR WALLS WITH 1 Digitally signed MIN 4 r 870* UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN 1' OF by:Kenneth E ANCHOR MIN 3' EMBEDMENT. EACH CORNER. Wats 2'x4' P.T. BASE Vegan,/ LOCATE ANCHORS ONLY ALONG Psi ONCRETE SLAB BYCONCRETESLABBYLONGSIDEOFBUILDING, END T i E Date:, 1.02.08 OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' ANDOTHERS LOCAL JURISDICTIONDE W.H,E 1O' , 12: :41-05'00'AND JURISDICTION END, THEN 3' MAX SPACING moi.*e'.. , TIE DOWN DETAILS APPLY APPLY 3"4,. c sory I have EYE ANCHOR SYSTEM5.x. f * *± view d this SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR u docu ent ANCHORED TO CONCRETE s;2s..A.o.,." Lace n: 1170 4-11E DOWN '- ` ANCHORED T CONCRETE S'ONA1Su erfield Dr. END VIEW END VIEW Cu ing,GA 1'f 13/solo 1 of 1 30040(678)315- , AS NOTED SCALE, N.T.S. SCALE' N.T.S. 8395' REVOCABLE ENCROACHMENT AGREEMENT 4' r Cit of Atlantic Beach ALL INFORMATION 4• r11. ''' Y HIGHLIGHTED IN GRAY fir 800 Seminole Road,Atlantic Beach,FL 32233 IS REQUIRED. REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida,a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as"CITY"and 44,i772 Bfi 04 A-T%41 77 C /k OCIA7ro/J of Atlantic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as 577,M41.'ee --Z.0 LD/til Q Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days' notice by CITY to USER,said notice to USER shall be given by certified mail,return receipt requested,to the following address I'? FAnuAmy /Za I-D , ..1 A-csaouviL c•c` 'c/ . FL 322s-0 In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. it),/ y r7 ' ifi. Date --C/6/2 Property Owner Agent(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this 0 day of M Gt.\I 20 1 , by W t ' Q in W, Sof\ tit who personally appeared before me and printed name of Signer) acknowled d that he/she signed the instrument voluntarily for the purpose expressed in it. JENNIFER JOHNSTON Department Approval: Signature of Notary Public,State of Florida it : MY COMMISSION 0 HH 057579 Personally Known f a EXPIRES:October 27,2024CDL— : `E?t:°••' Bonded Them Notary Public 1roduced Identification(Type) tt Williams, Public Works Director H:\Applications&Forms\Word&Excel Document Originals\20180831 Revocable Encroachment Agreement.docx Revision Date:8/31/ 18