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1 Fleet Landing Blvd ACC18-0050 COAB Permit Form with Conditions - RenewedOWNER:ADDRESS:CITY:STATE:ZIP: NAVAL CONTINUING CARE RETIREMENT FOUNDATION INC 1 FLEET LANDING BLVD ATLANTIC BEACH FL 32233-4599 COMPANY:ADDRESS:CITY:STATE:ZIP: TUFF SHED INC 1116 Blanding Boulevard Orange Park FL 32065 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169397 0200 SECTION LAND JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1 FLEET LANDING BV ACCESSORY COMMERCIAL ACCESSORY NEW STORAGE SHED - Renewed $5799.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 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: 10/18/2018 PERMIT NUMBER ACC18-0050 ISSUED: 10/18/2018 EXPIRES: 4/24/2024 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 $80.00 BUILDING PERMIT RENEWAL 455-0000-322-1000 0 $110.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 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 COMMERCIAL AND INDUSTRIAL USES 001-0000-329-1003 0 $300.00 TOTAL: $559.00 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 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). Container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 2 of 2Issued Date: 10/18/2018 PERMIT NUMBER ACC18-0050 ISSUED: 10/18/2018 EXPIRES: 4/24/2024 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 S.:a yfj,, City of Atlantic Beach APPLICATION NUMBER aA Building Department To be assigned by the Building Department.) c_-; :: -7.41..1,•;;4 800 Seminole Road j! _/-,!`-, w I`-lJ VAtlanticBeach, Florida 32233-5445 S 0 Phone(904)247-5826 • Fax(904)2 5845 c i Jirds. E-mail: building-dept@coab.us SEP f O Date routed:2-0 it P City web-site: http://www.coab.us L 2018 APPLICATION REVI TRACKING FORM Property Address:(31\3fi. 1 'LsGy LArocvkDq Department review required Yes No e uildin Applicant:I 1J ` l 1? nning &Zoning Tree Admrnis Project: 0 R_R-G C Sk ublic Woj Frublic Utilities, Public Safety Service-S.--; Review fee $ Dept Signature Lit/ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection sem. Florida Dept.of Transportation eL'`` St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied.of applicable Circle one.) Comments: AV BUILDING PIC 1s `DO 10.9Q, LaSev- ole e, PLANNING &ZONING Reviewed by: Date: 9— 2/—/i" TREE ADMIN. Second Review: Approved as revised. I (Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. I (Denied. Not applicable Comments: Reviewed by: Date: Revised 05/ 19/2017 0_,Alp je., City of Atlantic Beach 1I APPLICATION NUMBER Building Department To be assigned by the Building Department.) r, J 800 Seminole Road y C0AtlanticBeach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 s N sijils . E-mail: building-dept@coab.us Date routed:11110 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:(3J\3E j 'Ls€ y L.c (,.)c Department review required Y7 No uildin• Applicant:I O'F' St--( J ('\ P .nning &Zoning • Tree A•mini . . rm Project: 70 R_S G. Sk ublic Works ublic Utilities Public Safety ire Services droPPeco- o—Ec Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection e.-- UiFloridaDept.of Transportation e ' St.Johns River Water Management District 1 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied. Not applicable Circle one.) Comments: BUILDI O PLANNING &ZONING y i(,—/_,Doig'Reviewed by: / ' Date: u TREE ADMIN. Second Review: Approved as revised. ['Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. plot applicable Comments: Reviewed by: Date: Revised 05/19/2017 5 \i, City of Atlantic Beach APPLICATION NUMBER jt? s Building Department To be assigned by the Building Department.) k 800 Seminole Road n J/-,J s) Atlantic Beach, Florida 32233-5445 Rae_ 8 O r iiii Phone(904)247-5826 • Fax(904)247-5845 oR0y/ E-mail: building-dept@coab.us Date routed:2-C /t City web-site: http://www.coab.us 1 APPLICATION REVIEW AND TRACKING FORM Property Address:010E, f 'L€€ T L-14.)cf Department_ review required Yes No uiidin Applicant:I 0,F:t---{ C , (io e____ P nning &Zoning Tree Adminis Project: ( G , kpvc C S64 Ez Public Work F'ublic Utilities j Public_Safety Crlie Services droppe.d orf. Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection e, Florida Dept.of Transportation L' St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. I (Denied. Not applicable Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:1 t Date: 9-2 y" I TREE ADMIN. Second Review: I 'Approved as revised. Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. I 'Denied. Not applicable Comments: Reviewed by: Date: Revised 05/ 19/2017 spa,!\ City of Atlantic Beach APPLICATION NUMBER al . .- assigned bythe BuildingDepartment) 5 Building Department 9 P r - `7.1 ,` 800 Seminole Road si ODSAtlanticBeach, Florida 32233-5445lJV Phone(904) 247-5826 •• Fax(904)247-5845 SEP Z ZO /t ri19,- E-mail: building-dept@coab.us City web-site: http://www.coab.us BY. APPLICATION REVIEW AND TRACKING FORM Property Address:OIDE. rCG&T LA•/0NKpq Department review required Yes No uildin Applicant:I L7 P nning &Zoning Tree AdminisstraKrr-- Project: t 0 R_Rc S - Ejj ublic Worms blic Utilitie Public Safety Fire Serve— is s---,, Ur-Opted C4- C1 Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Se' Florida Dept.of Transportation eie_i 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: Vpproved. Denied. Not applicable Circle one.) Comments: BUILDING Now-loo lArgiz-b Lanv c 12, PLANNING &ZONING Reviewed b fADate: fV' N TREE ADMIN. Second Review: Approved as revised. ['Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. I (Denied. Not applicable Comments: Reviewed by: Date: Revised 05/ 19/2017 FFICt : Building Permit Application K a# i2/s/i7 City of Atlantic Beach t3i, r 800 Seminole Road,Atlantic Beach,FL 32233 A - . Phone:) I,( 904)247-5826 Fax:(904)247-5845 Job Address: ale-r'/eeFtLO4t ' i. l( 13( Permit Number: 1 f„..) Job 005 0 Legal Description RE# Valuation of Work(Replacement Cost)$ - 7 9 l Aou Heated/Cooled SF A k Non-Heated/Cooled 1 9 Z. sc Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool 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 Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: zpi F-F czf r tQ r Gc_ 60i -D( ,)C\ PP Florida Product Approval# for multiple products use product approval form Property Owner Information ISI Name( 1 ` e r Ct 4lcJ Address: ate creel' -0--- i i l3l Ud. City A(a' ' - i e State F4-- Zip ' ZZ 33 Phone ei01 Z44 afgca E-Mail O1.1. ckut-V., co 44.. Ower or Agent(If Agent, Power of Attorney or Agency Letter Required)14,_. G Contractor Information Name of Company: `77-e//' S' e Q /.i O Qualifying Agent: % -'x-+ C4 Y Address / 7 7- S d4/47,,i"1. S/ Set,/m hoc. City Jae-v'¢r State( 67,, Gr aZip ,! 02! O Office Phone 1!v 7 - ZPZ- 2-'lv4/ Job Site/Contact Numbe q 0 el- 76" 91-5-3 S7 W, 14 t.,Jjs State Certification/Registration# C 6C 12S 36 `IS- E-Mail Architect Name&Phone# Engineer's Name&Phone# E' chei c/ .? `S 70'3. - Ss-73 E-v- te Compensation 13 sA)C ''Z 1LOc, sit ( "I Exempt/Insurer/Lease Employees/Expiration Date 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 regulationg 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 ad ition tQticpie nts of this permit,there may be additional restrictions applicable to this property that may be found in the pdblilbilsapettaf 'PITS 1 d there may be additional permits required from other governmental entities such as water cmanagementdistricts,sta e a >!ngg federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done iSEPnpiiaece fpi] all applicable laws regulating construction and zoning. iil/tj WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENb TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A ORNEY BEFORE RECORD! : fro R NOTICE MMENCEMENT. I. IA Si ure of Owner or Agent) F. Wig,ture of Contr. or) including contractor) I ned and sworn to(or affirmed)bef re me this day of Signed and sworn to(or affirmed)before me this II day of 20 ,by M fr(1)/ f flaV June , 2018 ,by Tom Saure V I et naltlbfR 6f3kAfbffit te of Florida Signature of Ntfry)• Mary Faria Personally Known OR MY Commission GG 226935 [ personally Known OR MERLE Li='Y ie,,,d Expires 08/10/2022 NOTARY PUBLIC Produced Identification Produced Identification STATE OF COLORADO Type of Identification: Type of Identification: N/A NOTARY ID 20174023626 MY COMMISSION EXPIRES JUNE 6,2021 TREE & VEGETATION AFFIDAVIT s City of Atlantic Beach p .q ° l i j-. .,iy}j Y oDepartment of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233J'; ,r P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION E Owner(s) r Legal Authorized Agent* NAME OF APPLICANT NAME OF COMPANY `1e Let r` I ADDRESS OF COMPANY 64e_ ((e e l Cb,/, AkeSi, R,16.1,1 r-2_ 1 PHONE goz-2 CELL00 q 23S s-,0 s3 EMAIL " D^ d cls I t'I d c/ Ccs CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION 4/Lici STREET ADDRESS OF PROPERTY 44e)--- / l', AHotvii'c_ Pr./ i If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION i LOT BLOCK SUBDIVISION o REAL ESTATE NUMBER LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) iiiiillallIMMENNIMmummomainaimaimaimaimmomminginammummoiaffirmthatIhavereviewedtheprovisionsofChapter23, "Protection of Trees and Native Vegetation"of the Municipal Code ofOrdinancesfortheCityofAtlanticBeach,FL and/or I have participated in a pre-application meeting with the Administrator of thoseregulations. Subsequ ntly,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removedfromtheabove- ibed% adjacent• opertie '•conjunction with this project. rt SIGN' ' RE OF OWNER,„P SIGNATURE OF OWNER Signedd sworn before me on this day of Sa112fl' ` , es%I r,by State of O 1\ R10[IV C,Lit 121, County D Vlpp tI 1 Identification verified:lieC Oath sworn: r Yes r/ No S.—DA 6-Gkit/(61door I Public State of Florida Mary Faris Notary Signature MY Commission GG 226935 G t 9,(p e cE0.,[ wry 06/10/2022 My Commission expires: bwwZ aPe3 SulPtfeil ePliof it'd are pa4sN spnpoJd Md Or '")1 'E t`fiL9 nii asAiieO -3uiu o3 suarnp 45e4dsy e, luedua3Li . 1 reusii dwu s PPM 4PiVseluutit Xuy-pole F I/. 01 duedu i _, I•si SW 9m wt wpm+wv 01141.0011 maw.._ r9071114 PueWouNt toaluAeva(ua 1008 i7'? Lsstni t worsue l Pam o r ' „ rSSSST11 96 sailaS 771 WO ams—M 7? - r - sBSLnu oopp000J an s onolos P saisaA i T U*Oni ted Wien 1 sau,ei Q ' ') s ' J S-061614 fatted dun di m 1-1o1.a.7' 1e'•''r1 "o.• PoPaud't1 salmi&/d asn Alin 1 1PuPuid Fool arµwog Pauielqu al ue3-014FzettiffRiVe47 titiA7 ie amigo palm ate sPrrrpoid paaoudde ii aun13445 JO BIWA ay;uu Pam al 11011101 AMIN Palsll sjuauoduww alining aqi x sraqvaurei lenandde ue uo euuaqui aip eprwwd ash u 1116 a JO)weeiismow erPqi Pue rims'a teS PPPOLI Aq Paefelbal sl/SMESZT303- warm i031NS-DM twos ami ItPutad 13316 MO)WAOliddV HIf©OHd NOTICE OF COMMENCEMENT Doc#2018248272,OR BK 18568 Page 856, y-Number Pages:1 State of iA 1 T Recorded 10/18/2018 11:44 AM, County of p ll V 1 Il/ RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain rc,..Y.•,Y....,, .,._,,..=u................ •,-...- —...----- •-- -- the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 05-2S-29E 70, `41 g f'r F r n c Sec 37-2S' -2 9E REe o o/P 78r/-if7Q, 08 -2s-- 7 Y yr Gov; cors !, '7, 8 ReCP 0R 66 :41.-/-7,s, /'r Cour Lo; '7 Rec=o 4/Q$ 6688 6'TS 6 708 96// /... 0.41.4.,.... I I f /r ' Address of property being improved: e eer L It-2, 1J/e ' f I (c G ge celt General description of improvements: olci c sZt P-s2- Owner: Aee- c&.-c_.-Address: e7v) fie eik- d r'-, it &'o/, /. , WLOtocC Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): 4 Name: Pk- Contractor: Contractor: Tu7/Y f/.16--c+<' /'. C Address: 700 ã'/ /,, - el lie/ O1`e1.17_9e A. C? "TZ© 65— Telephone JTelephoneNo.: 9O‘,/- 25-Z -3/ 9 V Fax No: 96)ql- 272— l'If-- Surety'(if any) AIA-- Address:i4" Amount of Bond$ VA- Telephone No: 424- Fax No: AM- Name and address of any person making a loan for the construction of the improvements Name: N Address: n// v 4- Phone No: Fax No:it1/4- Name of person within the State of Florida,/ other than himself, designated by owner upon whom notices or other documents may be ex- Address: served: Name: Address: v" vTelephoneNo: A- Fax No: ith(- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Wk N Telephone No: Fax No:4/ Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER cs--'-- Signed: 1i L`-------Date: 5 b Before this 5 day of SWAN in the Com .'Duval,State Of Flo%da,has personally appeared alMI kW Notary Public at Large,State of Florida,County of Duval. My commission expires: QLO I PA a sonally Known: or P0 Notary Public State of Florida • educed Identification: Mary FanaMyGGCommission 0611 /2 22 228935 l1 _.., V \ Vold' Expires 08/10/2022 JThJJIVVI 1VA\ Fire Marshall RE: One Fleet Landing Blvd Atlantic Beach, Fl. 32233 From: Bill Watson Storage Options 904-764-5387 email - storageoptionsinc@gmail.com 12 x 16 Storage Shed Use - dry storage Fire Extinguisher will be installed Light weight truss sign will be properly displayed 1 zI 1 S h WysnhN /ieX TJ ?)J/t • IN G/ o 9 77/) )0/.,?."I,/ or,' Zj a) )oJS yS 9/X zI 7d y' j? i/"Vf/' 0^/4S7 £1-1/p€o7 t-31 /.- 7' <70 0 I.: GAY ^ f W GAY FIRE & INTEGRATED SYSTEMS, INC. 522 STOCKTON STREET • JACKSONVILLE,FL 32204 • PH:904-387-7973 • FAX:904-394-7261 2500 N.F.18111 TERRACE • GAINESVILLE,FL 32609 • PH:352-380-0317 • FAX:352-378-1454 WEB:www.wwgfp-ram FIRE HYDRANT FLOW TEST DATA Company: Goodson Nevin &Associates Address: One Fleet Landing Blvd. Atlantic Beach, FL 32233 Contact: Name/Title: Miguel Dipierri Phone#: 904) 763-1290 Hydrant Location: 1) Residual Hydrant: Orion 5819 2) Flowed Hydrant: Orion 5810 Testing: Year: 2017 Date: 12/21/2017 Technician: P. Oleksinski Time: 12:12 PM RESULTS 1.) Residual Hydrant: Static: 50 PSI Residual: 39 PSI 2) Flowed Hydrant/ Hydrants: Pito: 25 PSI Flow: 839 GPM Hydrant Flow At 20 PSI: 1442 GPM I:in'I',c u' Ih n Systems•Fabrication•Alarrn Systems•FM-200•Tele/Data Communications•Access Controls/CC.rV•Hber aniti(s•AN Systems W.W.Cay Fire Protection,Inc.dba W.W.Gay Fire&Integrated Systems,Inc. ATLANTIC OCEAN SEMINOLE ROAD 120TH STREET TO ATLANTIC BOULEVARD SELVA MARINA DRIVE Antigua SELVA ENTRANCE 5100 Aruba FLEET POLARIS couRT O' •a' MI Catalina at ,/> _ r ,I•P/ szoo Cozumel ANTARES COURT 11111 Grand Cayman 4,11.6J r i \ I div . • IN Martinique LANDIN6 Y Santa Domingo 4 if r .4• albaSJ, fir. ifT,. Trinidad 4 ''tf `, 4, c^^ Smi, ``. 1 Is'_" mi Veracruz r.` ' rapFullrLi e7 o . + : o f r.r +`''-r•, Ota O 47 0 41,,.. IA° klfti \'' N\ 1,719 0 '*•11.51. ".1° l SETTwFL LANDING I BOULEVARD ta,!k CONSTELLATION s4 ' '• A.` it w r 1. 1-1 11% ` lKi D \ I. ` r1I;\ I v. fr /P'1 a •••\ •``CCENTERN ' yf r; O .11'4 1. y Alt FLEET LANDING• AN me-all 04 i ,: A/in ' I-,' 01. I • l / BOULEVARD 1 r- i' f)s VA GTHE REENS a ` N, i4i4t silt res (eY I` , 1 VA`r% WINDWARD T r'jjl••) V^ COMMONS J y 5400 r CAPELLA COURT fj O ASy . 61,... 147.-.4.2; P'" \ NG 5500 1 ''" vigt 11#) p .../... N.... 11 A4J RIGEL COURT ENTRANCE 1 4011 r v h. 1##''.,,„/ 5600N -NORTH 0 SIRIUS COURT FACILITY A CI Umr OPERATIONS 0 D IN VEDA CIRCLEITMHODUSEYMirlWELCOMECENTER FLEET LANDING BOULEVARD TO MAYPORT NAVAL STATION P TO MAYPORT FERRY& MAYPORT ROAD TO ATLANTIC BOULEVARD-i-7/TO EXPRESSWAY Fire Marshall RE: One Fleet Landing Blvd Atlantic Beach, Fl. 32233 IP I OCT 2 2018 f 1-1 From: Bill Watson Storage Options 904- 764-5387 email - storageoptionsinc@gmail.com 12 x 16 Storage Shed Use - dry storage Fire Extinguisher will be installed Light weight truss sign will be properly displayed 1 LL CI w?isnbii!fx Z! 7,7 • o 91 5)77/r 10/-lafug 0/le Sys 9/ >( f 72e t7 '2 a,f,-fyvt`iy Al 8 ,1."?4„7 7"W--1 a'-' S A W.W. GAY FIRE & INTEGRATED SYSTEMS, INC. 522 STOCKTONON S'IREET • JACKSONVILLE,FL 32204 • Phi:904-387-7973 • FAX:904-394-7261 2500 N.r.18th TERRACE • GAINESVILLE,FL 32609 • PH:352-380-0317 • FAX:352.-378-1454 WEB:WWW.WWgIp.COm FIRE HYDRANT FLOW TEST DATA Company: Goodson Nevin & Associates Address: One Fleet Landing Blvd. Atlantic Beach, FL 32233 Contact: Name/Title: Miguel Dipierri Phone#: 904) 763-1290 Hydrant Location: 1) Residual Hydrant: Orion 5819 2) Flowed Hydrant: Orion 5810 Testing: Year: 2017 Date: 12/21/2017 Technician: P. Oleksinski Time: 12: 12 PM RESULTS 1) Residual Hydrant: Static: 50 PSI Residual: 39 PSI 2) Flowed Hydrant/ Hydrants: Pito: 25 PSI Flow: 839 GPM Hydrant Flow At 20 PSI: 1442 GPM Fiat Pioteciion Systems•I abrication•Alarm Systems•FM-200•Tele/luta Communications•Access Controls/Ct.I V•Fiber(Optic s•AN Systems W.W.Gay Fire Protection,Inc..dba W.W.Gay Fire&Integrated Systems,Inc. ATLANTIC OCEAN SEMINOLE ROAD 20T1-I STREET TO ATLANTIC BOULEVARD , SELVA MARINA DRIVE Antigua SELVA ENTRANCE 5100 Aruba T TPOLARIS COURT tLLLIiw rillBCarbados a; `ILA '' ' O' jl szoo ANTARES COURT Cozumel N i P? a fir ok Grand Cayman Al DING o S m' 'n2 ' . / T.Martinique V.—kitSantaDomingo f 1• . 7 Trinidad l r-u 4-114. 1%;„ /ow Veracruz 1 H 1' " FullorLife t,l! t. t. o fti( wk ' 14.1 `=algia ,711: 5• a-- _-_-'. 5300 w FLEET LANDING ZIWY BOULEVARD e r• •r13'g%'Q r, ' x.. CONSTELLATION11111 ‘-- \ .... . S\ 011411 44V 4e6P4\ ;.W,.s: n COLEMAN iX /S f 0 r A R: . Ai. sI CENTER\,II++ U^ ddh& ite FLEET LANDING* ,. A •. „6,......„,..- Y4, BOULEVARD Sy THE 7 J 4h ';kr•.0'4.4 J GREENS f^\I r% I r. v! ••4 At 1211 WINDWARD vik4 O • °. 15'.**:'„ r.Ef1 COMMONS t.r-.—) j. 111rrrTTT^^^ se 5400 II 'Milt c CAPELLA COURT JJ'``./% !"- 0 G • 5500'1 1 "k' ,`v,! LEEWARD MAN• 1j1+ • RIGELCOURT NORTH J ENTRANCE It, fill5700 4.,l •.4t5600 i NORTHD SIRIUS COURT ailFACILITY IC I• OPERATIONS DOM Iwo VEGA CIRCLE OffiltA9 WELCOME CENTER 1 FLEET LANDING BOULEVARD J TO MAYPORT NAVAL STATION N7 TO MAYPORT FERRY& MAYPORT ROAD TO ATLANTIC BOULEVARDP WONDERWOOD EXPRESSWAY NOTES: 1. BUILDING CODE: FLORIDA BUILDING CODE, 6th EDITION (2017) BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZO 2. DESIGN LOADING: WIND SPEED (T1609.3.1): Vint = 155 Vasa = 120 EXPOSURE: C ROOF LIVE LOAD: 20 PSF ROOF DEAD LOAD: 10 PSF FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHE[ IMPORTANCE FACTOR: (Iw): 1_0 RISK CATEGORY: COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1) WIND PRESSURE (psfl (ASD VALUES) 59 PSF (ZONE 2, BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4) 42 PSF (ZONE 5) INTERNAL WIND PRESSURE COEFFICIENT: +0.18 ENCLOSED BUILDING) -0,18 UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG SR60011 TR700, PR ES (HVHZ) OVERHANG OPTIONS 3) FLORIDA BUILDING APPROVAL NUMBERS -- 1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL FL20743.1-R1. 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FLO190.6-R5. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL FL10674.1-R13. 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - FLORIDA BUILDING APPROVAL #FL17206.1-R4. 5. MARLYNMETALS, INC METAL ROOFING - FLORIDA BUILDING APPROVAL #FL8393.5-R5 AND #FL83 3.7-R5. 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - FLORIDA BUILDING APPROVAL #FL17667.1-R1. 7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- FLORIDA BUILDING APPROVAL #FL17588.1-R1. 8. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHINGI- FLORIDA BUILDING APPROVAL #FL16391.1-R2. u HEADER NAILING: HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER 16d @ 16" STAGGERED FACE NAIL NAILING REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILI MAX WALL HEIGHT FOR EACH SHED: SR600 - 5'- 8 114" (68 114") TR700 - 6'-8 114" (80 1/4") PR - 6-4 1/2" (76 112") R REFER TO THE TRUSS DESIGN FOR LUMBER SIZE, TRUSS SPACING AND PLATE SIZE COLLAR TIE REQUIRED ONLY AT 12' WIDE SHEDS, SEE TRUSS CALCULATIONS 12 FLORIDA APPROVED OWENS RAFTER CORNING OAKRIDGE 30 YEAR 4 SHINGLES - FL10674-R10 OR- FLORIDA APPROVED THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FL5218-R2 SEE THE TRUSS SIMPSON H2.5A PL INSIDE AT EACH F CONNECTION DETAIL - DETAIL 2 WALL TOP I SEE SHEET 3 FOR STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL UP TO 12' WIDE 1 BUILDING SECTION SCALE: N.T.S. DOUBLE TOP PLATE CRIPPLE=S (IF REQ.) HEADERS FOR OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 2x4 WINDOW SILL FLOOR DECKING BASE PLATE I%II\V V 1 VJ FOR WINDOW OPENINGS UP TO 4'-0" 3 WINDOW HEADER DETAIL FOR SIDE WALLS SCALE: N.T.S. WALL FRAMING TO BE 2x4 SPF #2 OR BETTER @ 16" O.C. IF BUILDING IS LOCATED IN A FLOOD ZONE THEN FLOOD VENTS AND PRESSURE TREATED STUDS ARE REQUIRED - ONE SQ INCH VENT FOR EVERY ONE SQ FT OF BUILDING FOR OPENINGS 3B DOOR HE FOR SIDE SCALE: N_T.& DOUBLE TOP PLATE CRIPPLESIF REQ.) TOE NAIL WITH (3) 46d NAILS, (2) ONE SIDE, (1) OTHER IDE 2 TRUSS TO WALL CONNECTION DETAIL SCALE: N.T.S. HEADERSOR OPENIN S UP TO 4'-0" USE (2) x4 SPF #2 OPENIN S 4'-1" TO 6'-0" USE (2) x6 SPF #2 OPENIN S 6'-1" TO 8'-0" USE (2) x8 SPF #2 KING STU TRIMM, ER BASE PLA E LOO D KING P TO '-0 FAIL 0I00I C CTI in OPENINGS UP TO 6-0" USE (2) 2x4 SPF #2 OPENINGS 6'-1" TO 8'-0" USE (2) 2X6 SPF #2 REFER TO THE DOOR DETAIL (SHEET 2) FOR THE DOOR DESIGN 4 HEADER DETAIL FOR END WALLS SCALE NT.S. Order #. P.O. # THESE DRAWINGS AND THE® cl N s•:< TUFF SHED i TITLE DRAWING NO. tiDESIGNARETHEPROPERTY INC. F : iTUFFSHEDCustomer: _ Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ' FL -PR -SR -TR -01 No 76835 BUILDING SECTIONSDRAWINGSAREFORA ; , _ Storage BuildingsBL Garages -- Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. = i ' _= Site Address: AND BUILT BY TUFF SHED. HEADER FRAMING DETAILS REV. LEVEL 01 TUFF SHED, MFG. FACILITIES rDa ecked By: ANY OTHER USE IS 1 SHEET FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET .STA OF FBC, 6th EDITION (2017) te: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 ',, O'•> • • Building Size.WIDTH- LENGTH - HEIGHT A '•. C O ;1 D Scale: N.T.S. RECORD (303) 753-8833 EXT. 96315 -'` if ` SjnNAL.N` 155C pAGE 1 OF 4 SINGLE DOOR ASSEMBLY TOP VIEW JI.HLC-. N.I.J. BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR ATTACH (1) BOLT LATCH AT THE TOP AND 1) BOLT LATCH AT THE BOTTOM OF THE FIXED DOOR. ATTACH EACH BOLT LATCH ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. NDLE AND STRIKE INSTALL DOOR HANDLE PER MANUFACTURER'S INS,' RUCTIONS. USE #8 x 2-1/4" SQ ME DRIVE WOOD SCREWS. ATTACH STRIKE PLATE WITH (3) 82" SQUARE DRIVE WOOD SC EWS. D1 B DOUBLE DOOR ASSEMBLY TOP VIEW BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR WHEN THE FIXED DOOR IS CLOSED AND BOTH BOLT LATCHES ARE ENGAGED, THE TOP BOLT LATCH WILL REST AGAINST THE INSIDE EDGE OF THE HEADER, AND THE BOTTOM BOLT WILL REST IN A PRE -DRILLED HOLE IN THE FLOOR DECKING. DOOR THRESHOLD 2 DOUBLE DOOR ASSEMBLY SIDE VIEW SCALE: N.T.S. 3/8 SMART SIDE NAILING REQUIREMENTS USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS SIDE WALL EDGE NAILING REQUIREMENTS MARK 8d NAILS @ 6" O.C. 0' 6'-24' MAX. 8'_24' WALLS END SIDE 10' COMB. MIN TOTAL BEING WALL WALL 12'-24' OPENING COMBINED USED WIDTH LENGTH EDGE NAILING NOTE 2 ) SHEAR WALL NO OPENINGS ALONG THE WALL 6' 6-24' 8d NAILS @ 6" O.C. 0' 6'-24' 8' 8'_24' 8d NAILS @ 6" O.C. 0° 8'-24' 10' 10'-24' 8d NAILS @6" O.C. 0' 10'-24' 12' 12'-24' 18d NAILS @ 6" O.C. 0' 12'-24' MIN 2'-0" RTN WALLS ON EACH END OF WALL- MIN 2'- 0" WALL SEGMENT 6' 6-24' 8d NAILS A 6" O.C. UP TO 12' 4' 8' 8'-24' 8d NAILS @ 6" O.C. UP TO 12' 6' 8' 8'-24' 8d NAILS @ 4" O.C. UP TO 12' 4' 10' 10'-24' 8d NAILS @ 6" O.C. UP TO 12' 7' 10' 10'-24' 8d NAILS @ 3" O.C. UP TO 12' 4' 12' 12'-24' 8d NAILS @ 6" O.C. UP TO 12' 9' 12' 12'-24' 8d NAILS @ 4" O.C. UP TO 12' 6' 12' 1 12'-24' 8d NAILS @ 3" O.C. UP TO 12' 1 5' 71 3/8" SMARTSIDE OR 318" SMARTSIDE WITH FOIL BACKER INTERIOR DOOR SHEATHING 7/16" OSB OR 7/16" OSB WITH FOIL BACKER HINGE ATTACHMENT 3) TUFF SHED HINGES PER DOOR/DOOR PANEL, FILL EVERY HOLE IN HINGE WITH A 8 x 2-114" SQUARE DRIVE WOOD SCREW. 3 HINGE ASSEMBLY Fri ONT VIEW SCALEiI N.T.S. DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS UP TO 48" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 1/4" ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1. ROOF SHEATHING (7/16" OSB) MARK WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 6'-18' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 8' 8'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 10' 10'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 12' 12'-24' 8d NAILS @ 12" O.C1 8d NAILS @ 4" O.C. NOTES: 1. USE 8d COMMON OR GALVANIZED BOX NAILS. TARI 1= MOTF-q- 1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 318" SMARTSIDE WITH FOIL BACKER. 2. NO SINGLE OPENING GREATER THAN 8'-0" 3. * 6' WIDE X 6'- 9' LENGTH BUILDINGS ARE BASED ON 3 -SIDED DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED-, IN THE 3 -SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN WALL ON EACH SIDE OF THE OPENING. 4. USE COMMON OR GALVANIZED BOX NAILS. 5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C. 6. ON THESE BUILDINGS 6'X 10'- 18' THE T DOOR IN THE END WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON ONE SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR. 7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON BOTH SIDES. END WALL EDGE NAILING REQUIREMENTS MARK 8d NAILS @ 4" O.C. SEE NOTE 3 6' 8'-9' 8d NAILS @ 3" O.C. WALLS END SIDE 8d NAILS @ 6" O.C. MAX. MIN TOTAL BEING WALL WALL 0' COMB. COMBINED USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL NO OPENINGS ALONG THE WALL 6' 6' 8d NAILS @ 4" O.C. SEE NOTE 3 6' 8'-9' 8d NAILS @ 3" O.C. SEE NOTE 3 6' 6'-8' 8d NAILS @ 6" O.C. 0' 6' 6' 10'-14' 8d NAILS @ 4" O.C. 0' 6' 6' 16'-18' 8d NAILS @ 3" O.C. 0' 6' 8' 8'- 12' 8d NAILS @ 6" O.C. 0' 8' 8' 14'- 18' 8d NAILS @ 4" O.C. 0' 8' 8' 20'-22' 8d NAILS @ 3" O.C. 0' 8' 10' 10'- 14' 8d NAILS @ 6" O.C. 0' 10' 10' 16'-22' 8d NAILS @ 4" O.C. 0' 10' 10' 24' 8d NAILS @ 3" O.C. 0' 10' 12' 12'- 16' 8d NAILS @ 6" O.C. 0' 12' 12' 1 18'-24' 18d NAILS @ 4" O.C. 0' 12' MIN 2'-0" RTN WALLS ON EACH END OF WALL- MIN 2'-0" WALL SEGMENT 6' 6,-9- 8d NAILS @ 3" O.C. 3' SEE NOTE 3 6' 1 0_j 2, 8d NAILS @ 3" O.C. (BS) 3' 2' RE: NOTE 6 8' 8'-10- 8d NAILS 4" O.C. 3' 51 8' 8d NAILS 3" O.C. 3' 51 8' 8' 8d NAILS @ 4" O.C. 4' 4' 8' 10' 8d NAILS @ 3" O.C. 4' 4' 10' 10' 8d NAILS 6" O.C. 3' 7' 10' 12'- 14' 8d NAILS @ 4" O.C. 3' 7' 10' 16-20' 8d NAILS @ 3" O.C. 3' 7' 10' 10'- 12' 8d NAILS @ 4" O.C. 4' 6' 10' 14'-16' 8d NAILS @ 3" O.C. 4' 6' 10' 10' 8d NAILS 3" O.C. 6' 4' 12' 12716 dNAILS 4' 4' 8' 12' 18'-22' 8d NAILS @ 3" O.C. 4' 8' 12' 12' 6' 6' 12' 14'- 16' 6' 6' 12' 12'-14' 7' 5' r Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. , s i TITLE DRAWING NO. DESIGN ARE THE PROPERTYTUFFSHEDCustomer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT % FL -PR -SR -TR -01 Y DRAWINGS ARE FOR A N . 76835 DOOR DETAILS Storage Buildings & Garages Date: 8/ 15/ 16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. = E ; = REV. LEVEL 01SiteAddress: AND BUILT BY TUFF SHED. -- NAILING REQUIREMENTS TUFF SHED, MFG. FACILITIESbCheckedBy: ANY OTHER USE IS 1777 S. HARRISON STREET % - "° FBC, 6th EDITION (2017) SHEET FORBIDDEN BY BOTH TUFF T TE of 2finDate: SHED AND THE ENGINEER OF DENVER COLORADO 80210 D °° Building SIZe.WIDTH-LENGTH-HEIGHT-S FT. AREA °(R i °• Scale: N.T.S. RECORD. (303) 753-8833 EXT. 96315-i,FSS.G`` 155D PAGE 2 OF 4 it //111111t1i , 12- 14 X 3" HEX HEAD— SELF-DRILLING SCREWS 314" APA OR TECO RATED T&G FLOOR DECKING. 2X6 STEEL JOISTS @ 24" OC 10 X 3/4" PAN HEAD SELF -DRILLING SCREWS (2 PER TAB) VENT HOLES @ 24" OC. OPTIONAL LEVELING BLOCKS 2X6 STEEL TRACK EACH END BASE PLATE SCREW SPACING WIDTH SPACING 6'-12' 8" O.C. STEEL SHED BASE DETAIL SCALE: N.T.S. SIDING TRIM 3/8" CARRIAGE BOLT (GRADE 2) OT17SWB OR- OT24SWB 1/2" HILTI KWIK BOLT TZ STAINLESS STEEL 304 EMBEDMENT DEPTH = 2 1/4" MIN. EDGE DISTANCE = 6" ANCHOR SPACING: RE: KWIK BOLT ANCHORS TABLE, SHEET 3 STU 1. STEEL SHED FOUNDATION: 60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 /TRACK: 600T125-054) ICC ER -4943P. 2. 3/4 APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING 8 x 1-518" ZINC PLATED SCREWS @ 12" O.C. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING SCREWS. REFERENCE SPACING CHART. 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" 16". BLOCKS UNDER JOISTS SPACED @ 8'- 0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. 3/ 8" NYLON LOCI r NUT Z ASEPLATE FLOOR PLY 6" I o KWIK BOLT ANCHORS INTO CONCRETE RE: DETAIL 3 SHEET 3 WIDTH LENGTH QTY 6' 6'-10' 6 6' 12'-18' 8 8' 8'- 14' 6 8' 16'-20' 8 8' 22'-24' 10 10' 10'-16' 6 10' 18'-24' 8 12' 12'- 18' 6 12' 20'-24' 8 3 SIDEWALL BRACKET DETAL SCALE: N.T.S. Order #. TUFF SHED Customer: Storage Buildings & GaragesSite Address: TUFF SHED, MFG. FACILITIES Building SIZe.WIDTH-LENGTH - HEIGHT - S ,FT. P.O. # — Drawn By: PK Date: 8/15/16 Checked By: Date: Scale: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD 2X4X2' BLOCK TRIM SIDING ATTACH BRACKET TO STUD THRU HOLE IN ANCHOR PLATE WITH Z 3/ 8"0 x 4" CARRIAGE BOLT AND LOCKNUT t CORNER STUD AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A O R- OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS SIDING TRIM AUGER ANCHORS NOTES: 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS STEEL SHED 2. PROVIDE (1) ANCHOR AT EA. CORNER WIDTH LENGTH BASE OF THE BUILDING. THE REMAINING 4" C NCRETE ANCHORS EQUALLY SPACED ALONG THE PAD iMIN) LENGTH OF THE BUILDING. (112 THE REMAINING ANCHORS ON EA. LENGTH 8'-24' SIDE EQUALLY SPACED). 3 SIDEWALL BRACKET DETAL SCALE: N.T.S. Order #. TUFF SHED Customer: Storage Buildings & GaragesSite Address: TUFF SHED, MFG. FACILITIES Building SIZe.WIDTH-LENGTH - HEIGHT - S ,FT. P.O. # — Drawn By: PK Date: 8/15/16 Checked By: Date: Scale: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD 2X4X2' BLOCK TRIM SIDING ATTACH BRACKET TO STUD THRU HOLE IN ANCHOR PLATE WITH Z 3/ 8"0 x 4" CARRIAGE BOLT AND LOCKNUT t CORNER STUD AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A O R- OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS SIDING TRIM AUGER ANCHORS WIDTH LENGTH OF ANCHORS 6' 6'-18' 4 ANCHORS 8' 8'-24' 4 ANCHORS 10' 10'-24' 4 ANCHORS 12' 12'-24' 4 ANCHORS 4 -ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. N_ END WALL T ti ANCHOR BRACKET TO BE FLUSH WITH 2 AUGER ANCHOR DETAIL EDGE OF TRIM SCALE: N.T.S. UNHEATED SPACE ANCHOR BOLT & P.T. SILL PLATE PER NOTES BELOW 4 CONTINUOUS CL 1 314' TOP & BOTTOM v FINISH CONCRETE FLOOR c71 ~ GRADENI l Z f --- - -- a ----v co z /, ° 00 Ny//SLAB REINFORC 'MENT 3" CLR. PER NOTEP BELOW 811 J f TF ICKEN MIN. • q, CONCRETE FOUNDATION DETI%IiL., SCALE: N.T.S. t TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753-8833 EXT. 96315 SLAB CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL BE WWF 6X6 W1 AxW1.4 . LOCATE AT MID -DEPTH OF SLAB. OR- SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Pc = 2500 PSI. 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER. 6. SEISMIC DESIGN CATEGORY: A A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 1/2" DIA X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. q In TFTILE DETAILS FBC, 6th EDITION (2017) 155D DRAWING NO. FL -PR -SR -TR -01 REV. LEVEL 01 SHEET 3 PAGE 3 OF 4 c0 00 CV 3X4 20 PLATES 1 EACH SIDE 3X4 20 PLATES 00 LO 1 EACH SIDE C? 4'-0" 4 ,2 7 12 4 00 00 8'- 0„ L0 V DESIGN LOADS: TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD = 10 PSF COLLAR TIE DEAD LOAD = 5 PSF NOTES: FBC, 6th EDITION (2017) ANSI/TPI 1-2007 TRUSSES TO BE SPACED @ 24" OC MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. REP MEMBER INCREASE: YES LUMBER D.O.L.: 1.25 WIND: ASCE 7-10,155 mph, Exposure C, D.O.L.=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL PRODU ICC -ES #ESR -1082. 00 M 00 LO cV N ti 5'- 0" I 18. 00 00 10'-0" N 3X4 20 GA PLATES 1 EACH SIDE 5,6' SPAN31/16" REACTIONS: 12 MAX. VERTICAL: 205 LBS. Q 4 MAX. UPLIFT: -160 LBS. 3X4 20 GA PLATES 1 EACH SIDE 6'-0" 6: 3 17/16„ 12 Q 4 O 3X6 20 GA — PLATES 1 EACH SIDE M 12'-0" NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 12FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 10' SPAN REACTIONS: MAX. VERTICAL: 510 LBS. MAX. UPLIFT: -250 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 20FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. VERT TL: 0.08 in. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. P.O. # Drawn By: PK Date: 8/15/ 16 Checked By: Date: Scale: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753-8833 EXT. 96315 No. 76835v s .r" TAT 0 F " O • ,', 8' SPAN REACTIONS: MAX. VERTICAL: 255 LBS. MAX. UPLIFT: -195 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 14FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 12' SPAN REACTIONS: MAX. VERTICAL: 630 LBS. MAX. UPLIFT: -285 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 24FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. TITLE DRAWWNG NO. FL -PR -SR -TR -01 TRUSS DETAILS REV. LEVEL 01 FBC, 6th EDITION ) SHEET 4 155C PAGE 4 OF 4 Order #. TUFF SHED Customer: Storage Buildings & Garages Site Address: TUFF SHED, MFG. FACILITIES 8524 EAST COLONIAL DRIVE ORLANDO, FL 32817 Building SIZe.WIDTH-LENGTH -HEIGHT - S .FT. 888) 788 -TUFF STORE 520 00 M 00 LO cV N ti 5'- 0" I 18. 00 00 10'-0" N 3X4 20 GA PLATES 1 EACH SIDE 5,6' SPAN31/16" REACTIONS: 12 MAX. VERTICAL: 205 LBS. Q 4 MAX. UPLIFT: -160 LBS. 3X4 20 GA PLATES 1 EACH SIDE 6'-0" 6: 3 17/16„ 12 Q 4 O 3X6 20 GA — PLATES 1 EACH SIDE M 12'-0" NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 12FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 10' SPAN REACTIONS: MAX. VERTICAL: 510 LBS. MAX. UPLIFT: -250 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 20FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. VERT TL: 0.08 in. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. P.O. # Drawn By: PK Date: 8/15/ 16 Checked By: Date: Scale: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753-8833 EXT. 96315 No. 76835v s .r" TAT 0 F " O • ,', 8' SPAN REACTIONS: MAX. VERTICAL: 255 LBS. MAX. UPLIFT: -195 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 14FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 12' SPAN REACTIONS: MAX. VERTICAL: 630 LBS. MAX. UPLIFT: -285 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 24FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. TITLE DRAWWNG NO. FL -PR -SR -TR -01 TRUSS DETAILS REV. LEVEL 01 FBC, 6th EDITION ) SHEET 4 155C PAGE 4 OF 4 M GA , --_...fie............. ....__---f)...... GAS -..- . rn. r,n, _ -,;n, / c, rLM t., c Q 7r`i 4 - _. CA.4---GAS-... _.:.Gq .._.-. GA.>__ __i.- l:,L M J , _ _ (C ( -T.' l.i,V+ i _ f,LM A ca ( 10 F / f _ _ rt':_. T(„gyp T' NCa+ r -p J” M {r;9 INTEY T I1 .;-. E, r FIRS ,IATD , EG ? GAY ; il_2 S'!-C jC(Cf()( S•i'i-f_E`1• • JACKSONVILLE, Ft. 32.204 i'I- I: 901-3f37-7973 FAX: 9(}-3J - . ntcr E TF wA tc - - _352-378-14511,-- ECM G -h? r• - - - I"1.32G09 f l-I: 352-3E3(.}-03'17 FAX: 0 N.F.(SE:'10th-1•E-1-I/CI CrAINCSVII_LL, WC13. ww1.v,wwc(fp.COm GEMN M 3 rr - ao,T- _Q .... _:in --a)n. o-- a n .-.... a:7n 3,n__.:Q.. _._.._-•,ar, • - _ a n d • :,. n...,_ .:__a n-_ _ - a r -.:.:._ : __.. _ , E%:M GNA ErM ECM ECS ECM ECti Ec.M asn.. __ ;,, _ _,.r, __:3ar, - ,r,- a rr._. C.. Goodson eVl n E_CM hq 4-- '+ — 7T r r ECM E{;M _ W L_MI , _ and Associates L ECM SECA4r F - FIRE HYDRANT FLOW TEST DATA Consulting Engineers r Cu E.B. # 26346 r. E Company: Goodson Nevin i Associates L_C _ (R?i l._)ET C01JRSE W111-1 =r / p y• SUITE 40310175FORTUNEPARKWAY, 4C, SWN `) ......__( COVv PFD ARTIFICIAL 1tJ SCALE IN FEET JACKSONVILLE, FLORIDA 32256 w I Address: OnWleet Landing Blvd. F. [ { 1,.061) r1: o' 10' 20' 40' t Atlantic Beach, f' L 32233 ( 904)519-7770, Fox(904)519-7776 r!) C Np Y; ECM ' M rxF r , I GI -Al c- Q Contact: TC;M FCM LCw Mi uel Di Terri d Miv T Name/Title: g p 1 Phone #. (904) 763-1290ja E cm,2 7HydrantLocation: T{;M F.fCM r Hy . Ft F'. , sl t 1) Re 'dual Hydrant• Orion 5819 ,. 7'" ',,, - GE'ATE (1 1.?) H r'I;'S TCM F T O A ! 4 f (# 2) Flowed Hydrant: Orion 5810 CON, ., - --- - c t?x rx tJNDEF C RO+JNU BRICK 12 5C>1 GRATE { . 1) RRIC WATER._VAu T..__.. _____ _- .-- _ _-_ Year: 2017 Date; 12/21/2417 WL_M a . 1212 PM M ------ 5 r Technician: P. Olehslnski Time: Tc RRIct WL_r l TR # 129:- 0 TR # 12.8 _ n WLM Y TC,MJf( I EC I Q tZ w jj RESULTS TCM ECMn (#1) Residual Hydrant: I Static: 50 I'SI Residual: 39 ('SI I WLM?,: 1( ^, CA -1 BASIN 8 PVCGRAE (9.9f3) : INV. GA BA.IN INV. F. ST - -- - i INV. (6.24) CATCH BASIN (#2) Flowed Hydrant -I Hydrants: lrv.F.4; ` c,RA,7E (L.9,1 25 SlE-C7u1 5. F ATE (9_. ) _._ T - h PVC \ Pito: TCM 1\ l Flow: 839 ,3PMICV WLM 1 Hydrant Flow At 20 PSI. 1442 GPM to ,. I TCH BASIN - - - - -- - ( I I I I I 1 l I ! y ( i i ] ] .1 PREPARED FOR: 47F (11.27) ( 11I.h9 I l r ? M EC I t__ 7-,r) F' I ( I I I I i ( - w _ I . _` _ -___- ...Fiber v 5 stc n's FLEET LANDING Z - rn --f I + Systems • FM -200 •Tile/i)tt Cc mm'ln(c tic ns • Acc:ess C c rrtrols/C.0 V C (}ts s AN y BLVDI + 1 f U74 - ,[- MsnGcni I irc I'rc>cc tai<t Sy,tt iq, (.1hric.atiori / lat-m yONE FLEET LANDING J s,., qF ', ` ct. tN.W. (<<y 1=iry n,otec:tion, Inc., c'1ha W.W. C:ay I+i c' £ Integrated Systems, Inc.. 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CCM IWLM _ -- t ECM I AIF __.._uew -o- -- Icw urw--..:_-uGw--- ucwWLM 'L.MECM. MLP AIL 4VL.M__. _. ECM. $ - 1 r, . UGw W,_r - _ _ I EXISTING FIRE HYDRANT I +._ - _._ 1--- -- l ( 1 -- - SEE Fi1 E FLOW TEST ABOVE I j ONE FLEET LANDING BLVD. I I I I I I I , I{,V ErhA r '`7 I j I I I I I 71R # 1. I 8 I ; 1 i { ' ,( I ATLANTIC BEACH, FLORIDA i I I - --- --- 1 In' Er, h4I. UVV - i .camIAI + - j zj >> ) I I i I ! ( ! I I Ec - ~ F" 1Nv. (,°'-%_ 2018 Ill? I AUGUST 20, Ir;v # E_ChR z CATCH BASIN \`% `"- Sr --.. Ss: MES DATE . W Q CRATE (10 6z) WLM ` _-ST - 5 I l l 13 MLP NOTE: =." _--_. - 1 r-, c, '> , PROJECT NO.: 118269 N _ - SF.._ I ..ST.--__ ... _._. ST _..-----.._..._.-ST-- 1 \ INOTREEIMPACTS. INA 09.6n) CATCH PASIN Lcr, 1 HDPE ____ --wT - -. 4F'- _._...gT - ST - -- \ , INV. (7.31) 1 t ST --- ) INV. (7.34) GRATE 1. _, f) WSr - ST- -.._ .,F _ _ F s. --,; T / / 'ECM + ( ----' DESIC•D BY5F_. T _ JOHN NEVIN PE r _ INV. 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