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Permit 5803 Fleet Landing CITY OF ATLANTIC BEACH SS1 800 SENUNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00034344 Date 11/30/06 Property Address . . . . . . 5803 FLEET LANDING BLVD Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 -------------------------------------------------------------- Application desc 1 CU 1 HP ---------------------------------------------------------------- Owner Contractor ------------------------ PENINSULAR MECHANICAL CONTRACTORS INC P.O. BOX 8116 MADEIRA BEACH FL 33738 (727) 573-4822 ---------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 69. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/29/07 ------------------------------------------------------------------- Fee summary Charged Paid Credited Due ---------------- ---------- ---------- ---------- ---------- Permit Fee Total 69 . 00 69. 00 . 00 . 00 Plan Check Total ..00 . 00 . 00 .00 Grand Total 69. 00 69. 00 . 00 . 00 PERMIT'LS`APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION f3>� _ Date: Property Address: ©� j�'C , Z.r- L., [Owner: Ne- b Telephone #: Contractor: S,n S,r Z yi ,�,gfi Telep o e #: cSp7�3 -`4 cam. -2Z Contractor Address: "�`,e� tiC �`� t �- ( .9P 2:1 x#• CS -(2 C91 E) In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood practice listed therein. Type of Heating Fuel: If other construction is being done on this building Elec-tric or site,list the building permit number: ❑ Gas: ._LP _Natural _Central Utility ❑ Oil c) —C)cn Q Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _Space _Recessed �entral _Floor Air Conditioning: _Room '2e Central Residential ❑ Duct System: Material—j)�L�--42DTbickness 1 y2 ❑ Commercial Maximum capacity cfrn ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Fire Sprinklers:Number of Heads ❑ Existing Building ❑ Elevator: __ Manlift Escalator (Number) Cl Replacement of Existing System E3 Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping Ll Other- C3 Other-Specify Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Number Units Description Model# Approving Manufacturer Ton's Vlq"`z� G�`>i � 1:.�`C? Agency �Ga�- c cam. �► vwvt HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Number Units Description Model# Manufacturer Approving BTU's Agency TANKS Nominal Capacity Type Man &Dimension, Serial Approving Manufacturer No. A enc 800 Seminole Road .Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845 . http://www.ci.atiantic-beach.fl.us PERMIT WORKSHEET Certificate of occupancy - Job Address: 6?D3 Type Work: � l� �i i�-7� Property Owner: Awfl- Phone # av/- Contractor: G Phone # Permit#: �I/_ _ 33 t'� Date Issue . Tree Permit# .r�o Foundation Permit# 31 ']2- t o,r Demolition Permit# 0op'lY BUILDING ELECTRIC # MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date Temp.Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: ��'`J- $f CITY OF ATLANTIC BEACH t, PLAN REVIEW SHEET �;�. .. ... .Makowski Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 r (904)247-5800 (904)247-5834 1 D. aluzniak (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW CON M1ENTSa n�yQ g D . Permit Application# -MCh ! p b q i�.,+ Ldnld ino 61 V& Property Address: 0 Applicant: K..IL-1 affi Project: LJ C /7 This permit application has been: r::5 Approved as noted by the Z-O ' ` Department. Final application approval must Coefrom the Building Department. E-1 Reviewed and the following items need attention: 7701c7 /vel , Please re-submit your application when these items have been completed. Reviewed By � Date: D 310 Date Contractor Noted: Apr 2009 9: 31 RPC GENERAL CONTRACTORS 9042414427 page 4 LI.S.DEPARTMENT OF HOMEL—AND SECURITY ELEVATION CERTIFICATE EEI L4A�N4"; Feral Emergency Maiwasmert Ams Na4icrai Flood Insurance Program Important Read the kistruod m on pagft 1' k',, SECTION A-PROPERTY FORMATION 'Yrt5&ves r C ay- : Al. Building Owners Name CONTINUI a NAVAL CARE RETIREMENT FOUNDATION,INC. Pofcy Ndte A2. Building Street Address(intkxft Apt.,Unit,Suite,arid/or or P.O. a�x No. Comp�g MAIC Number 5803 FLEET LANDM BLVD.NORTH City JACKSONVILLE State FL ZIP Code 32233 AS. Properly Description(Lal and Block Numbers,Tax Parcel Number,Legal Desorption,etc.) A PART OF THE ANDREW DEWEES GRANT,SECTION 37,AND SECTION 5.ALL IN TOWNSHIP 2 SOUTH.RANGE 29 EAST,DUVAL COUNTY,FL A4. 8ufdkg Use(eg.,Residential,Non-Residential,Addition,Accessory,alt.) $Eat A5. Latiu:deA.orgtkOw-LaL hM Long.NIQor¢antad Datum: [3 NAD NAD 1927 ❑ NAD ISMs A6. Attach 9A feast 2�of the building N the CwNca%is being used to atltain flood kisui A7. Buildhp Diagram Number 1 L Lel�tb A8. For a building with a crawl spwwor enclosure(s),provide AS. For a bukkv with an attached gwage.provide- a) Square footage of crawl space or encios rs(s) Q aq K a) Square foofape of attached gavage sq it b) No.of permanent flood openings In the crawl space or b) No.of permanent flood operlrhga into aaached garage endosurs(s)waft within 1.0 toot above adjacent grade 2 wept within 1.0 toot Wxsve soecerst grade Q C) Total net area of flood opening¢in AS.b Q sq in c) Total net mea of food operirgs in A9.b Q eq in 8WTIION B-R.00D NhO RANCE NATE NAP(F1R#I)INFORNATICN 1.NFIP Community Nana ACareruft Number B2.�Cmwdy Name 13.State Ij C 'YrAc5. DLIVAL FLORIDA B4.Map/Panel Number 86.FIRM khdex 87.FIRM Panel 118.Flood B9.Base Flood Elevsibri(s)(tans Dale ElfsaivelRevised Date Zons(s) AO,use base flood depth) 6/6lttl9i3 ^W.'m1S6g" _ X,SHADED X. �AE BFE=6 610. Uhdiewe the source of the One Flood Eley (BFE)data or base flood depth entered In Nem Be. ❑FIS Prattle ❑FIRM C�Araigv�IMernh�acl..' ❑Other(Deewbs) PRZCk-4 2L-'f CIO MPt-ETe 811. Indicate elevation datum used for WE in Item B9: ®NGVD 1928 ❑NAVD ION ❑Other(Describe) B12. ism located in a Coastal Barrier Resources System(❑�� orf©wiaa Proledsd Area(OPA)4 ❑Yes ®ND OPA SECTION C-BUILWAII ELEVATION 090F01A71ION(1114 EY R C1. Bufding aevations aro based on: ❑Construction Drawings` ❑Bolding Under construction- ®Finished Construction ✓ -A new Elevation CerEicae will be required where consftucdon of the building is eomplefe. C2. Elevations-Zones;AI-A30,AE,AN,A(with WE),VE.V1430,V(with BF€),AR,AN&AiVAE,AH/A1-A30,ARIAH,AFVAO. CompbM Am. C2.a-g below according to tine building diagram speaNied in Nam A7. Benc hmatk Uf and SEE NOTES Vertical Dab" NOVID WA Check the measurement used. a) Top of bottom floor(ixludkV basemaM crawl Spats,or enclosure floor)_ 121A 8 feet ❑meters(Puerto Rico only) b) Top of the nod higher floor WA. ❑teat ❑meters(Puerto Rion only) C) Bottom of the bwual hon MAW structural menhber(V Zones only) jam. ❑feet ❑mages(Puerlo Rico orniy) d) Attached straps(top of stab) 1221 ®feet ❑maters(Puerto Rico oil ) r _ 9) Lowest elevation of machinery or equ ipmem servicing the building ��..__��- ❑-teat–Q'm'ft s"' ieti�i�1T .. ATA Ct yj .. (Describe type of equipment in Comnrnnts) Q Lowest aepaceru(finished)sly(LAG) $.A ®fast ❑meters(Puerto Roo only) g) Highest adI'acerst(lklshed)grade(HAG) Q.7 ®lest ❑momrs fterto Rica only) SECTION D-SURVEYOR,ENCiWWA OR ARCHITECT CERTIFICATION This oaltkstion is to be signed and sealed by a tinct surveyor,engineer,or audile ct sut#tosi and by law to cwWy elevation Informalim I csrilily UWV*ktibmattca an On C irtrom a rWmvw*mY beef eilfonfs to inh►pref she olds ova laW I uu'dofarstlt►ra/>/raK ilrA't4d1/tr rrlaY be punt 49'aVte w Grtprilrornlrnt udder is U.S.OW9,secebn 1001. ® check here if comments aro provided on back of form. PLACE Certiliev's Name ROBERT E.HOLLAND License Number 4242 SEAL HERE Title REGISTERED LAND SURVEYOR Company Name R.E.HOLLAND 3 MWIATES,INC. Address 9770 SAYMEADOWS RD.SUITE 105 Ctty JACKSONVILLE State FL 21P Code 32256 C Wall rB 008 UQU Il?UtLh 1 Mphone (*M)ZBU-B= FEMA Form 81-31,February 2006 Sae - Replaees a1 precious 61:11111011s;reverse side for cortt)nuation. ,009 9: 30 RPC GENERAL CONTRACTORS 9042414427 page 3 Jul 16 07 02:470 Fl"Land ng S9®ve S. 904 245 407 P.2 :ege®etl�Miaem" cullnreair(�tp w+nlllnMWi4 _ dt%�� .arc A� aeGT�oMl--tom �tlo�swo>�or AlM�fNOUT�► 'rtwrM OrdA � rMur�i 1[�eQd��I1rYWiyrH�w R.a101I11�rta111FFMw11,a�M1�> arlS� arC 1AarYr�R1 MM Qrel[iti+aiww�l�l srlllfae .dir1� ~� 1��MR#�MtIMM 1MMwirMd�cfr#r�AIM�n�t."NNwlwt�lMrlli�irilr�#a�wiwa�Mwr�rr�rtaq�an� Moo('91.16"IMMAlf p6d"ft rs SL rWWAo" .*"*" •4wwftw �++.�R.r. ►.t>rwa�r�a�.w.r.►, .rr, .: s�w..w�.�..�w.a..+w��..n..�.... r ' Soft lrr}wiwMr�rwAlti�lA104� �14�1��IFI�114fn1#�+�MIr#1M�11rl�FR1�11M/ r�rlW�ular!#NRi�tta4�4M�ri1iA�► ��lIA?l�wM'UileM�1.,�i'�M�F Cw Janwr�e . �#11��ii��MU11e. M alhi��IfMK MM�Y�w11tMiHr#wi�,�i�iL y �� w%�il ►, �isfeMRiw�aer ��•r*��r*Y�t4�fDwwarMltw�if �o L� �oa�w�i�yMfd�awipl �>br�Xd16cs1�3rYeslMMi4rikNMMiMsfWMi�nlsiirYwMirlEy�rrc1 IP lwPwmftkPbmftmdfw. 13.,....pw �,�..wx�..ao►e�wasr.rr�r,wr�.�+rr�+r� _.__ .�]rn ©+wr.rw �..�+. Us �ento.e�r.wwe ,.,...w,«.w. Ew►w�e�a+.F.e�.r1ooeer<ar .arcs MAY-11=1-2009 12:54P FROM: R E HOLLAND 904-646-3272 TO:2475845 P.6 U.S.DEPARTuF.NTOFmomELAND SECURITY ELEVATION CERTIFICATE OMS No. 1OW400e Federdl Ermwgo;6y Managemot Agency I Expires Februanr 28.2009 National Flood Insurance Program Important Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Nene CONTINUING NAVAL CARE RETIREMENT FOUNDATION.INC. Poky Number A2. Building Street Address(including Apt.,Unk,Sure,andlor Bldg.No.)or P.O.Routs and Bou No. Company NAIL Number 5803 FLEET LANDING BLVD.NORTH City JACKSONVILLE Stats FL ZIP Code 32233 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,eta) A PART OF THE ANDREW DEWEES GRANT,SECTION 37,AND SECTION S,ALL IN TOWNSHIP 2 SOUTH,RANGE 29 EAST,DUAL COUNTY.FL A4. Building Use(e.g.,Residential.Non-Residentlel,Addition,Accessory,etc.) RESIN AS. latitude/Longitude:Lat.30.3559 tong.41,41W Horizontal Datum: ❑ NAD 1927 ® HAD 1983 A8. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s),provide Ag. For a building with an attached garage,provide: a) Square footage of crawl space or endosuro(s) Q sq ft a) 5"Is bou"of attached garage ! sq It b) No.of permanent Good openings in the crawl space or b) No.of permanent flood openings In the attached garage enclosures)wells within 1.0 tort above adjacent grade Q walls within 1.0 foot above adjacent grade Q c) Total net area of Good openings in AS.b Q aq In o) Total net area of flood openings in A9.b Q eq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81.NFIP Community Name NL Community Number 82.County Name W.State JACKSOM%LE,FLORIDA, 12077 I DUVAL FLORIDA 84. Number B5.SWh W.FIRM Index 87.FIM Panel Be.Flood 89.Base Flood ENvsbon(s)(Zona Dale ERechrdRevlsed Date 2one(s) AO,use base Hood depth) 0242 E 8V18H 999 8115M 989 X,SHADED X, AE BFE=8 AE FW 810. Inde ale the source of lire Bass Flood E evellon(6FE)data or base Good depth entered in item 89. ❑FIS Pronle ❑FIRM ®Community Determined ❑Other(Describe) 611. Indicate elevation datum used for BFE in Item 89: ®NOW 1929 ❑NAVO 1988 ❑Other(Describe) 612. Is the bulding beoW ins Coastal Baffler Resources System(CBRS)area or Otherwise ProMclsd Anse(OPA)? ❑Yes ®Ne Deftnation Date lite ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Bulklkrg elevations are based on: ❑Construction Drawings• ❑Building Under CaratruicOW ®Finished ConsMalon 'A new Elevation Cord cute will be mquWed when eonetnrction of the building is complete. C2. Elevellons-Zones A1,A30.AE,AH,A(with BFE),VE,V1-VX V(with SFE),AR,ARiA.ARIAE,AR/Al-A30,ARiAH,AR/AO. Caro"Items C2." below according to the building diagram spadAed in Item A7. Benchmark Utilized SEE NOTES Vertical Datum NGVD 29 Convers"'Comments Check the melawsmert used. a) Top of bottom floor(including bnamert,crawl space.or enclosure floor) 1Q.JA ®fest ❑Malan(Puerto Rico only) b) Top of the next higher floor WA. ❑tial ❑..tats(Puerto Rico only) C) Bottom of the lowest horicontai ebucttual member(V Zones only) W& ❑fast ❑milers(Puerto Rloo only) d) Attached gerage(top of slab) 12-IM ®fest ❑meters(Puerto Rloo only) e) Lowest elevation of machinery or equipment servicing the building 1 ❑feet ❑melsre(Puerto Rion only) (Describe type of equipment in Comments) 0 Lowed adjacent Onished)grab(LAG) 1.4 ®fast ❑meters(Puerto Rico only) g) Highest adjacent(flnishad)grade(HAG) 11 ®fast ❑mels (Puerto Rico only) SECTION D-$URVEYM ENGINEER,OR ARCHITECT CERTIFICATION This certlflcation is to be signed and sealed by a Land surveyor,engineer,or architect authorized by law to Certify elevation information. i Ow*OW the kdbmm*m on 90 C$fMksbe repreaenta my beat 090ta No hMetpnst me dela&a>tble. I understand met any hilae Sabana alt may 69 p&d ftW by Ams orkr prlsam►rer►t under 18 U.S CocIA Section 1001. rye ; ® Check hero if comhrrrsrhle ane provided on bade of norm. A ' ` �• , Cartirror's Name ROBERT E HOLLAND Llosrhsa Number 4242 7,3 til. C W Title REGISTERED SURVEYOR Company Name R.E.HOLLAND 8 ASSOCIATES,INC. Js ` Address 1 0 05 City JACKSONVILLE State FL ZIP Cods 32258 ;'•y .- Signalu Data Telephone (904)2M.630 i • T MAY-18-2009 12:54P FROM: R E HOLLAND 904-646-3272 TO:2475845 P.7 IMPORTANT: In View spicae,copy tine conssponding Information from Section A. For Insurance Company use: 9uiildirig Street Address(including Apt.,Unit,Suite,andror Bldg.No.)or P.O.Routs and Box No. Policy Number 5803 FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL ZIP Cods 32233 Company NAIC Number SECTION 0-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of tiffs Elevation Cerdflcate for(t)community otflclsl,(2)insurance sgarWoompany,and(3)bulking owner. Comments X-CUT IN CORNER OF CONCRETE TRANSFORMER PAD ELEVATION a 15.53 SET BY OTHERS;THIS CERTIFICATION IS GIVEN FOR THE SPECIFIC PURPOSE OF DETERMINING THE AS-BUILT ELEVATION OF THE FINISHED FLOOR NOTE ALSO THAT THE PROJECT SITE IS UNDER CONSTRUCTION E FL000 ZONE LINES SHOWN ON THE SURVEY MAP WERE DETERMINED BY GRAPHICALLY PLOTTING THE ZONES FROM THE MAPS A WERE NOT DETERMINED FROM ACTUAL FIELD ELEVATIONS;NO UNDER FLOOR FLOOD VENTS OR CRAWL.SPACES WERE OBSE E %TWWME BY COJ PERSONEL:NO OUTSIDE AIR CONDITIONER PAD VISIBLE. Signature inM" Dab S Check hero M attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without SFE),compile Nems Et-E5. If the Certif9cab is Intended to support a LOMA or LOMR-F request,complain Sections A,S. and C. For Poems E1-E4,use natural grade.N available. Check the messumment used. In Puerto Rioo only,enter meters. Et. Provide elevation Information for the following and chack the appropriate boxes to slow whether the devotion is above or below to highest adjaosnt grade(MAG)and the lowest adjacent grade(LAG). Q Top of bottom floor(including bessmenL crawl space,or enclosure)Is ❑test ❑molars ❑above or❑below the HAG. b)Top of bottom floor(including bsasnrerk,cowl spans,or endosurs)Is ❑ted ❑meters ©above or❑ below the LAG. E2. For Building Dingrarns 8.8 with pennenent flood openings provided(a Section A Itoma 8 andfor 9(see page 8 of Instructions),the nod higher floor (elevation C2.b in the diagrams)of the building is ❑fed ❑meters ❑above or U below the HAG. E3. Attached gamy(top of slab)is ❑foot ❑motors ❑above or ❑below the HAG. E4. Top of pldbrn of machinery and/or equipment servicing the building Is 0 fest 0 metas 0 above or 0 below the HAG. E5. Zone AO only: M no flood depth number is eveiloble,is the top of the bottom floor elevated in accordance with the cwmunity's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local of chd must car*this Information in Section G_ SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIM CERTIFICATION The property owner or ownses authorized ropmeenitatMs who completes Section A,B,and E for Zone A(without a FEMMissued or communtyassued BFE) or Zone AO must sign hero. The statements in Section A,A and E ars correct to the best of my bgwkdl ps. Property Owner's or Owners Authorized Roprssenttdive's Name Address City Stab ZIP Code Signature Date Telephone Comments ❑Chedt hero r aMadarrants SECTION G-COMMUNITY INFORMATION(OPTIONAL) The focal official who Is suftrind by low or ordnance to administer the community's floodplain management ordinance con eorrtplete Sections A.B.C(or E), and G of this Elevation Csrtglcate. Complete the applicable Item(s)and sign below. Chock the measurement used in vans G8.and G9. G1.❑ The information In Section C was taken from other documentation that has been signed and sealed by a Downed surveyor,ergitwer,or ard►itsct who is oull a Ira by law to croft alevedon Nrbrnatbn (Indlgto the source and dab of the elevation daft in the Cons wit ts eros balow.) G2.❑ A community ollicial completed Section E for a building local cl In Zone A(without a FEMA4ssued or community4nued BFE)or Zane AO. G3.0 The following information(Nems 04.49.)Is provided for Community floodplain menagernent purposes. G4.Permit Number tis. Dab Pontdt Issued 708. Dab COIWCats Of ComptiatodOccupanay issued G7.This permit has bean issued for 0 New Construction ❑Substantlel Improvement G8.Elevetlon of as-bulit lowest floor(Including boemsnt)of the building: „❑fest ❑metas(PR)Datum G9.BFE or On Zone AO)depth of flooding at the buAdfrg site: ❑feet ❑meters(PR)Datum Local OfFiciars Name Tips Community Name Telephone Signsture DO Comments 171 Check hero if attachments MAY-19-2009 12:55P FROM: R E HOLLAND 904-646-3272 TO:2475845 P.8 Building Photographs See Instructions for Item AS. For Insurance Company Use: Building Street Address(including Apt.,Unk Stft ardAor Bldg.No.)or P.O.Route and Box No. Policy Number 5903 FLEET LANDING BLVD.NORTH City jAcKsoNwLE State FL ZIP Code 32233 If using the Elevation Certificate to obtain NFIP flood insurance, affix at k4W two building photographs below according to the instructions for Item A6. Identify all photographs with; date taken; "Front VWw'and"Rear View ; and, if required, 'Right Side View and *Left Side View.' If submitting more photographs than will fit on this page, use the Continuation Page, following. :4 FRONT VIEW DATE: 04/07/09 MAY-18-2009 12:56P FROM: R E HOLLAND 904-646-3272 TO:2475845 P.9 Building Photographs Continuation Page Far Insumme company Use: Building ShetAddress(including Apt.Unit,Suite,andbr Bldg.No.)or P.O.Route and Box No. Poky Nmber 5803 FLEET LANDING BLVD.NORTH City JACKSONVILLE State FL ZIP Code 32233 CarprjWNumber If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with:date taken;"Front V'Iew"and"Rear View";and,if required,"Right Side View"and"left Side View.bo " -07 SMA/1 '/ ' ;-'. ''. ..•.:.:f:rr .E. REAR VIEW DATE: 04/07/09 s' City of Atlantic Beach it Building Department Certificate of Completion J,31 This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: March 14, 2008 Contractor: RPC General Contractors Address: 5803 Fleet Landing Blvd., Atlantic Beach, Fl 32233 Construction Type: Residential Occupancy Class: Group R-2 Permit Number: 06-33752 "4�4, WALT BROWN BUILDING OFFICIAL PREPARED 3/10/08, 8:42:01 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: MIKE JONES DATE 3/10/06 -- ---.:— _ - - ---- - - -- - ----------- --_=�— ADDRESS 5810 FLEET LANDING BLVD SUBDIV: CONTRACTOR R.P.C. GENERAL CONTRACTORS PHONE (904) 241-4416 OWNER PHONE PARCEL - - - APPL NUMBER: 07-00000'163 TWO FAMILY RESIDENCE PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT. RESULTS/COMMENTS ----- ----- 10 01 6/12/07 DH BD FOOTING, TIME: 17:00 6/13/07 AP rpc 59 01 7/12/07 DH ED FILL CELL/TIE BEAM TIME: 17:00 7/13/07 AP Steve rpc 17 01 8/23/07 DH BD ROOF SHEATHING TIME: 17:00 8/23/07 AP rpc 98 01 9/13/07 DH BD WIND TIE-DOWN/CONNECTOR TIME: 17:00 9/18/07 AP STEVE SMEDLEY 97 01 3/10/08 MJ BD CERTIFICATE OF OCCUPANCY TIME: 17:00 walt for mike ------------------------ -------------- COMMENTS AND NOTES --------------------/1 Df 3 4 St 5 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 3/12/08 Parcel Number . . . . . - - - Property Address . . . 5803 FLEET LANDING BLVD ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . R. P . C. GENERAL CONTRACTORS 904 241-4416 Application number 06-00033572 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Doc # 2007038237, OR BK 13790 Page 88, Number Pages: 3, Filed 6 Recorded 02/01/2007 at 04:03 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $27.00 THIS INSTRUMENT PREPARED BY AND RETURN TO: JOHN M.WELCH,JR.,Attorney Fla.Bar No.212873 Foley 6 Lardner LLP One Independent Dr.,Suite 1300 P.O.Box 240 Jacksonville,FL 32201-0240 Permit No.06-00033328 Tax Folio No.169384-0010 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Section 713.13, Florida Statutes,the following information is stated in this Notice of Commencement. 1. Description of ProDertv: See Exhibit A attached hereto. The street address of the property is: various 2. General Description of Improvement: Construction of residential buildings and activity center 3. Owner: Naval Continuing Care Retirement Foundation,Inc. One fleet Landing Boulevard Atlantic Beach,FL 32233 4. Owner's Interest in the Site of the Improvements: Fee simple owner. 5. Fee Simple Title Holder(if Other Than Owner): N/A 6. Contractor: RPC General Contractors,Inc. 248 Levy Road Atlantic Beach,FL 32233 7. Surety On Any Payment Bond: No(applicable 8. Any Person Making a Loan for the Construction of the Improvements: JACK.580322.1 OR BK 13790 PAGE 89 Wachovia Bank,National Association 225 Water Street,Third Floor Jacksonville,FL 32202 Attn: Lisa Braman and Lorraine Cross 9. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided in Section 713.13(1)(a)(7), Florida Statutes, which service shall constitute service upon Owner: None 10. in addition to himself, Owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13(1)(b),Florida Statutes: a. Lender named in Paragraph 8 above. b. Contractor named in Paragraph 6 above. 11. Expiration Date of Notice of Commencement(the expiration date is two(2)years from the date of recording unless a different date is specified): Signed: NAV CONTINUING CARE RETIREMENT FOU ION,INC. By: J srve Ex utive 'rector and Authorized Agent STATE OF FLORIDA COUNTY OF DUVAL Swom to and subscribed before me this 29th day of January,2007,by John Meserve,Executive '^ Director and Authorized Agent of Naval Continuing Care Retirement Foundation, Inc., a Florida no-for- profit corporation,on behalf of the corporation. Such person(notary must check applicable box) is/are T, personally known to me;or O produced a current Florida driver's license as identification;or O produced as identification. [Affix Notary Seal] ( Zw4BPi pALQ nWEN (Print or type name) WC0Mq=10N#DD2W 5 Notary Public,State of EVMS:Fdwmy19,aim Commission No. Bctdk7ft NMyPWftWdumAk- My Commission Expires: JACK.580322.1 OR BK 13790 PAGE 90 EXHIBIT A A PART OF THE ANDREW DEWEES GRANT, SECTION 37, AND SECTION 5, ALL IN TOWNSHIP 2 SOUTH,RANGE 29 EAST,CITY OF JACKSONVILLE AND THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND TO THE CITY OF JACKSONVILLE, BY CONDEMNATION RESOLUTION NUMBER 70- 801-236,AND BEING RECORDED IN OFFICIAL RECORDS VOLUME 3202, PAGES 481 THROUGH 485 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY, SAID POINT ALSO BEING ON THE EASTERLY RIGHT-OF-WAY LINE OF MAYPORT ROAD AND/OR STATE ROAD NUMBER 101 (A 100 FOOT RIGHT-OF-WAY AS NOW ESTABLISHED); THENCE SOUTH 09053'10" WEST, ALONG SAID EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD, A DISTANCE OF 850.00 FEET TO A POINT ON SAID EASTERLY RIGHT-OF-WAY LINE; THENCE LEAVING SAID RIGHT-OF-WAY LINE RUN NORTH 88055'40"EAST,A DISTANCE OF 534.02 FEET TO THE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE NORTH 14°16'44" WEST, A DISTANCE OF 1.07 FEET;THENCE NORTH 01°04'20"WEST, A DISTANCE OF 119.40 FEET TO THE SOUTHWEST CORNER OF LOT 1, COURTYARDS AT MAYPORT, AS RECORDED IN PLAT BOOK 49,PAGES 67 THROUGH 67C OF SAID CURRENT PUBLIC RECORDS; THENCE NORTH 88155'40" EAST, ALONG THE SOUTH LINE OF SAID PLAT, A DISTANCE OF 598.78 FEET TO THE SOUTHEAST CORNER OF LOT 13 OF SAID PLAT; THENCE SOUTH 09'53'10"WEST, A DISTANCE OF 1158.12 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 5, TOWNSHIP 2 SOUTH, RANGE 29 EAST; THENCE SOUTH 89°23'12"WEST ALONG THE SOUTH LINE OF SECTION 5, A DISTANCE OF 482.25 FEET; THENCE NORTH 09°53'10" WEST, DEPARTING SAID SOUTHERLY SECTION LINE, A DISTANCE OF 361.90 FEET TO A POINT OF INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF MAYPORT CROSSING BOULEVARD (A VARIABLE WIDTH PUBLIC RIGHT-OF-WAY); THENCE ALONG AND AROUND A CURVE IN SAID RIGHT-OF-WAY LINE CONCAVE _. WESTERLY AND HAVING A RADIUS OF 50.00 FEET FOR AN ARC DISTANCE OF 157.08 FEET TO THE WESTERLY LINE OF LANDS DESCRIBED AND RECORDED IN OFFICIAL RECORDS VOLUME 6032, PAGE 199, OF SAID CURRENT PUBLIC RECORDS, THE ARC OF LAST SAID CURVE BEING SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 09053'10"EAST,A DISTANCE OF 100.00 FEET; RUN THENCE NORTH 09053'10"EAST ALONG THE EASTERLY BOUNDARY OF LAST SAID LANDS, A DISTANCE OF 569.61 FEET TO THE NORTHEAST CORNER OF SAID LANDS DESCRIBED IN AFORESAID OFFICIAL RECORDS VOLUME 6378, PAGE 657; THENCE SOUTH 88055'40" WEST, A DISTANCE OF 92.23 FEET TO THE POINT OF BEGINNING. JACK M963.1 F `4� f, General Contractors, Inc. 248 Levy Road/P.O. 330775 —R "'i Atlantic Beach, FL 32233 (904)24144161 Fax(904)241-4427 Fax Cover Sheet Date: March 20, 2007 Re: Application for power To.- JEA-Miss Smith Copy: RPC Office 241-4427 From: Steve Smedley - RPC Fax#: 665-7355 # Pgs. incl. Cover 1 Message: Y Please process application for power for the temporary poles listed below: Billing name and address: RPC General Contractors ` 248 Levy Rd. t Atlantic Beach, FL 32233 1 (904) 241-4416 Contact person(s): Pete Rodrigues- President V Scott Ross- Project Manager (904) 241-4416 Addresses of poles Atlantic Beach Date of Application Permit#of poles 5806TPO1 Fleet Landing Blvd 0700000299 3-20-07 5836TPOI Fleet Landing Blvd 0700000296 z 3-20-07 5833TPOI Fleet Landing Blvd 0700000295 3-20-07 5831 TPO 1 Fleet Landing Blvd 0700000297 3-20-07 5825TPOI Fleet Landing Blvd 0700000298 3-20-07 Please contact me to verify this request has been received and is complete. Thank you, Steve Smedley-RPC Project Supervisor (904) 219-8532 Graham Shirley From: Kaluzniak, Donna Sent: Monday, March 10,2008 3:07 PM To: Graham Shirley Cc: Walker, Chris; Clemons, Malcolm Subject: RE: Co inspections Fleet Landing Shirley, all OK for utilities-since this is private and we already approved the infrastructure construction. -Donna From: Graham Shirley Sent: Monday, March 10, 2008 10:01 AM To: Carper, Rick; Kaluzniak, Donna; Walker, Chris; Deming, James; Nodine, Phil; Clemons, Malcolm Cc: Brugman Kerri; Jones, Mike Subject: Co inspections Fleet Landing Danny w/RPC is requesting final co inspections for 5810 and 5803 Fleet Landing Blvd 07 763 and 06 33572 This was left on voicemail and no number was given for contact. Shirley Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: r Permit #: 3351 Z Property Address: .i 03 Atr Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commercial Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Public Utilities A/ �. Building -Planning Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Termite Treatment Yes No Graham Shirley From: Deming, James Sent: Monday, March 10,2008 2:13 PM To: Graham Shirley Subject: RE: Co inspections Fleet Landing We are o.k. on this. From: Graham Shirley Sent: Monday, March 10,2008 10:01 AM To: Carper, Rick; Kaluzniak,Donna; Walker,Chris; Deming,James; Nodine,Phil; Clemons, Malcolm Cc: Brugman Kerri;Jones, Mike Subject: Co inspections Fleet Landing Danny w/RPC is requesting final co inspections for 5810 and 5803 Fleet Landing Blvd 07 763 and 06 33572 This was left on voicemail and no number was given for contact. Shirley 1 Graham Shirley From: Walker, Chris Sent: Monday, March 10, 200810:42 AM To: Graham Shirley Cc: Brugman Kerri Subject: RE: Co inspections Fleet Landing All of this is private we don't do inspections in here. From: Graham Shirley Sent. Monday,March 10,2008 10:01 AM To: Carper,Rick; Kaluxniak,Donna; Walker,Chris; Deming,James; Nodine,Phil;Clemons, Malcolm Cc: Brugman Kerri;Jones,Mike Subject: Co inspections Fleet Landing Danny w/RPC is requesting final co inspections for 5810 and 5803 Fleet Landing Blvd 07 763 and 06 33572 This was left on voicemail and no number was given for contact. Shirley 1 r CITY OF ATLANTIC BEACH PLAN REVIEW SHEET .Makowski Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 t D. aluzniak (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS 5�05 Permit Application Property Address: tfinlima 61 V Applicant: /C.��t� f01 L11)'�a&oI5- Project: This permit application has been: f U_ Approved as noted by the Department. Final application approval must come from the Building Department. E-1 Reviewed and the following items need attention: Overall site erosion and sediment control plan must be maintained until individual buildings begin turn over for Certificates of Occupancy. Please re-submit o r application when these items have been completed. Reviewed By: Date Contractor Notified: I 131';___ ____.,_ C�yi—yclp7 s CITY OF ATLANTIC BEACH PLAN REVIEW SHEET -~ .Makowski ,V Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 r (904)247-5800 (904)247-5834 1 D. uzniak (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMWENTS �j PP (d D-'M5 7,9, Permit Application# Property Address: 5,6!2q�, l V Applicant: � fL �� Q Project: c. LJ J This permit application has been: IXApproved as noted by the Department. Final application approval must com6e from the Building Department. El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: LBY -- 7 a 2006 Date Contractor Notified: CITY OF ATLANTIC BEACH j PLAN REVIEW SHEET Ca.Makowski Building Department Public Works&Public Utilities Departments -kl' 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 r (904)247-5800 (904)247-5834 1 D. luzn'rak (904)247-5845 Fax (904)247-5943 Fax PLAN REVIEW COMMENTS Permit Application# 9 K9-, Property Address: V Applicant: i l" l:mpfal N-i-fa& 5— Project: j'j This permit application has been: Approved as noted by the Department Final application approval must come from the Building Department. E-1 Reviewed and the following items need attention: Overall site erosion and sediment control plan must be maintained until individual buildings begin turn over for Certificates of Occupancy. Please re-submit your application when these items have been completed, Be,Aewed-By. Ho. Date: Date Contractor Notified: � ^ r CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION I� (New/Residential&Commercial) Date: Job Address: Owner's Name: Address: Phone: Contractor. State License Number: Address: Phone: City. State: Zip: Fax: Describe proposed use and work to be done: Total Square Footage Total Heated Square Footage Present use of land or building(s): Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? If yes,please submit with this Application. Will this project involve changes in elevation,site grade or any use of fill material,addition of 5%or more to the original impervious area? ❑NO. Applicant certifies that no change in site grade, impervious area or 1111 material win be used on this P%lecL ❑YES. Approval of the Public Works Department is required prior to Issuance of a Building Permit.The Public Works Department is located at 1200 Sandpiper Lane,AB,Telephone#is(904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMflrM IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST,AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES.AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION.IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-582,6. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 • Fax: (904)247-5845 - http://www.coab.us Page 2 Revised 6M CITY OF ATLANTIC BEACH s PLAN REVIEW SHEET .Makowski Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5834 �ZD-�Ilak (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS nq�a y Q Permit lication# —6 Property Address: V Applicant: k pc acnao-I (bn-+jfO&W5- Project: Lj This permit application has been: Approved as noted by the ;m Department. Final application approval must code from the Building Department. Reviewed and the following items need attention: /vol Please re-sulimit your application when these items have been completed. Re viewe l Byz Date: Date Contractor Notified: Main Office =Turner CERTIFICATE 480 S.Edgewood Ave. Jacksonville,FL 32205-3775 s' IM Pest OF COMPLIANCE FOR Phone:(904)355.5300 Y EZ Control TERMITE PROTECTION Fax:(904)353.1488 Toli Free:(800)225.5305 What'S Bugging You? www.tumerpost.com BUILDER' RP �' PERMIT NUMBER: LOT NO BLOCK 'SEECTION L SUBDIVISION ADDRESS . 103 Method of Termite Prevention Treatment: F2 t,)A Z- arrier wood treatment,bait system, other) This building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agricultur d Consumer Services. An annual inspection and renewal of the annual to eprotectio contract is necessary for continued protection. Call the number f r ins ion nd contract renewal. Z4l I o^7 Authoriz signature Irreatrhent Date Dat (Must be fttlrol ftwtu Cali Turner @ 1-800-225-5305 for your Lawn,Pest Control&Termite needs today. f0RMN5MG46M E CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033989 Date 9/28/06 Property Address . . . . . . 5803 FLEET LANDING BLVD Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc NEW SERVICE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ AMERICAN ELECTRICAL CONTRACTOR 5065 ST.AUGUSTINE RD #3 JACKSONVILLE FL 32207 (904) 737-7770 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/27/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~ f' CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: V� Property Address: � (,10� 1 1 ee"f � ��l�U1 ] Aya Owner: Oe4 �ay-IA-ioc� - Telephone#: Contractor: _�Al l'.�(�1—� �C�YY'1 -' Ct,> >1• Telephone #: Contractor Address: 2j Fax#: Contractor Signature. In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is 10 New Residence ❑ Temp. Rl New being done on this building Z) Old Ll Commercial ❑ Signs ❑ Increase Pr sitelist building ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair 9 Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPSKD PH I W VOLTOt^-1,V WAY �TC Existing Service RACE Size AMPS PH W VOLT WAY Meter yy Number t'1 Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances f3 TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si n Miscellaneous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Revised 1/04 HP Offlcejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Apr 20 2007 11:27AM Last Transaction Date Time Type Identification Duration Pages Result Apr 20 11:21 AM Fax Sent 96657372 5:37 15 OK CITY OF ATLANTIC BEACH PLAN REVIEW SHEET .Makowski Building Department Public Works&Public Utilities Departments X131�r 800 Seminole Road 1200 Sandpiper Lane r Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 r (904)247-5800 (904)247-5834 D. aluzniak (904)247-5845 Fax (904)247-5843 Fax u Y PLAN REVIEW COMMENTS 00 Permit Application# - J� Property Address: V r V Applicant: Project: n This permit application has been: ❑ Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: i =NEG- C �� 4�i/� "TTEiN" i7SyN(; EST CTE 1260 Iver I66 ' t'X t2 t;C T /� d�Gd U1i:G/`7CN"TS Ut C G UC K fI TT, c HMS r r"y c�• G M"� 5iic. Fd P ALL 9 et)r- "T P VJ 5 14/)X5 Please re-submit your application when these items have been completed. Reviewed By: O G-2 gt�6°Z PX.;�S y V Date: 06 Date Contractor Noted: �.LQ' C� lal� CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New or Alteration/Additions/Residential & Commercial) 560q Date: llaAleto Job Address: IDL s' up r.ipikk-- -5LVb 109-T- - Owner's Name:"Pr4Pq- cpqTi q a.7!" urr pb l," V/ala LIQ-to-c Address: t Lft-K lbi" DLdb• Phone: •M1IP. CACD Contractor: ?-Ftf-, rn► AC MQ-C-,tic° State License Number: iX_,, Oot®100C1 Address: o' 4b L- y,� ED-. Phone: CCS-• ►• "ko City: `C. P-*- t-b State: FL Zip: 3,L-233 Fax: 9,,41' 4tks1 Describe proposed use and work to be done: D Present use of land or building(s): I ,f,- L-4.4 Valuation of proposed construction: _ VC) oucl Is approval of Homeowner's Association or other private entity required?4 If yes,please submit with this Application. Will this project involve changes in elevation, site grade or any use of fill_ a ial, addition of 5% or more to the original impervious area? } � �yirrn b ~t�b. a ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane, AB, Telephone# is (904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST,AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • httn://wwiv.coib.us Page 2 Revised 6/06 Address and contact information of person to receive all correspondence regarding this application (please print). / Name: F—PIC-C Mailing Address: ALM?S Lr--J--( R. , PrT-LYY -76C, � FL.. 3M:53_ Telephone: qC4-At-L44o(,o Fax: c104•M1•4aka,'i E-Mail: -r CADPA, I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent+oe"nformation being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: AS TO OWNER: Sworn to and subsc �Y day of ,20 OL State of Florida, County of Duval -- Notary's Signature: Personally known Produced identificatio ,v�4�=,c� te of Florida Type of identification 4 rod pnDD415196 Expires 04/0.5/2009 Signature of Contractof afe: - AS TO CONTRALTO Sworn to and subscribed before me this day of U l);tr`( ,20 014 State of Florida, County of Duval Notary's Signature: Stacey Brooks Personally known MYCOPRMISSION# DD240262 EXPIRES ❑ Produced identification August 11,2007 Type of identification produced BONDED THRU TROY FAIN INSURANCE,INC 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://vvwiv.coab.us Page 4 Revised 6/06 CN4 6,I I,-I P)IJ C (i- r 1` OTICE OF COMMENCEMENT Mate of Tax Folio No. unty of T��\"V rti— To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: AC &/a 37-a5 cS/b P-r G oT' I 2);�/ 3 0110 8`�(0 7 /cI la 7 ( �5 r 11 iCHE�b r � Address of property being improved: 7!"f �-lPiYPc-/-Z Cry.oSEiJI.ICr General description of improvements:_Amin c>-IA-t-- !�/r�v':='YL_ Ci✓•:"I;1n�=,nJc1 Gf-i-iE.c j.=-��:IJ�✓f�:�T1Gn-J Owner: I rl./C. T- Address: ��1 i- ;i ��rn1 i YJ61 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): d (IA Name: on actor: Address: {G Lit`C ��i�. l �, r 1 ri C • �a�Ca-1 , 1�L- i 3,3 ?» Telephone No.: Fax No: Surety(if any) /j Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person malting a loan for the construction of the improvements Naive: l,[ A Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: P C's 6e— �A L eA Address: b N S �� 'C" L14-1 1 /HG, Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: )--I JA Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THYS SPACE FOR RECORDER'S USE ONLY OWNER Signed: { r \ Date: #2446033579,OR BK 13039 Page 1670, Before me thislk E LAT'; day of<Jr-rn,-y—rte r in the County of Duval, State Of Florida, �s .er'sonallytappe �jol• -� t„l� c �L nber Pages:1 Clot Public at -are 'id o lorid Filed&Recorded 01/27/2006 at 03:24 PM, g a County of D vaL JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Vlyycommission expires: RECORDING$10.00 PePsonallyKno J�H+�( 1 I�jcz 2. MY,P,Gp� � I StaceyBrookc or ?roducedIdentification: c ':* MTWMMISSION# 0240252 EXPIRES August 11,2007 BONDEDTHRU TROY FAIN INSURANCE,INC Display AttributeDAta Page 1 of 1 Parcels Nance RAVALCONJTINUiNG CARE RETIREMENT FOUNDATION INC Address 32-233 i:::Jlarket Valise 9715e314+i:+ Prres 1300k7P,69 Q3' �U=19L�?i Map Pana e9 05654. 4 AG-212.37-2S-27-4E 11.79D Lejal Descriptions DIRWEES:01RANT:S/1) PT LOT I DIV3.RECD OiR 8457.1987 Road Zoene tJch irti f Cnoci cnne LandUse t, Zoning ELI 12-: ]EDC:Zone.. Not irl Enterlrt_e Zon6 Evacuatimer Zone CAT2:'. CPAC GreaterArling:ontBeaches /Planning Dist: 2 T��I�',t�e �fi�arfv r3 c3 o+/117PI,Q;+P/11„vaIMgnsP,9MisnIavAttributeData.asp 1/24/2006 CITY OF ATLANTIC BEACH & BUILDING PERMIT APPLICATI®N (New or Alteration/Additions /Residential & Commercial) 560q Date: Job Address: Vumr up r p-46 0(q -5L-V'0 J A0-T-L-V Owner's Name:►lnedPn_ cjp�4TA LAa�i�3� C.e � p 'tib�aAG T��i L I-OJ7UAA ( Address: t Fbenoy- l,o-"I>iQG ;0L.V9 . Phone: RN-alp• QaOD Contractor: C"—CMQS,aD< • State License Number: CXI(, 04QU0C1 Address: ALk�> Phone: CQJ-q ¢6. 1•W kp City: C-- P Stater Zip: 3'Z23-3 Fax: q,04— 9,41' 441 Describe proposed use and work to be done: )-4 0---, F6vAG Present use of land or building(s): �'f L-4—( Valuation of proposed construction: 1 . Is approval of Homeowner's t Tyes, please submit with this Application. _ Will this project involve changes lJ� edition of 5% or more to the original impervious area? F4&Az lr � ❑NO. Applicant certifie fill material will be used on this project. �..- .... - YES. Approval of the Pu � -� of a Building ❑ PP Permit. The Public ne, AB, Telephone#is (904)249- 5834,Rich.Carper,L PROCEDURE: IN ORDER I- W 'S, IT IS RECOMMENDED THAT THE ARCHITECT OR C , THIS CHECKLIST,AS IT IS DETAILED AND TECHNI LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMI • AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUAidVIITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • httn://wwiv.coab.tis Page 2 Revised 6/06 Address and contact information of person to receive all correspondence regarding this application (please print). \ Name: �?_Pr_,C Mailing Address: 4e.) Le�1'-( Rlcr-m, Ir" c, ErneCA fl._. 32A33 �� Telephone: qC4 1441 Lo Fax: X4,941. 4,9,1 E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent+oe""nformation being true and correct and that the plans and supporting data have been or shall be provided as required. Sisnature of Owner: Date: AS TO OWNER: 1 Sworn to and subsc7 day of 20 0,6 State of Florida, County of Duval Notary's Signature: laTI, f, LW Personally known ❑/ Produced identificatio � I%lotary Public State of Florida Type of identification rod a Eliz t)arh rp , °� -x��, iViy Co+nm;Scion D0415196 Exp iras pg/05/2009 Signature of ContracioiE a e: AS TO CONTRACTO Sworn to and subscribed before me this a day of (•l1)1_ ,20®� State of Florida, County of Duval Notary's Signature: Y " 2/ Personally known Stacey Brooks MY COMMISSION# DD240262 EXPIRES ❑ Produced identification August 11,2007 Type of identification produced . of ?,• BONDED THRU TROY FAIN INSURANCE,INC 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://woviv.conb.us Page 4 Revised 6/06 NOTICE OF COMMENCEMENT Qtate of FL,--iii -L-D r�:::4 Tax Folio No. _ounty of 1,-)L i t To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: ACI - &/a 37-a5--0-17E !/. / l rtis2 �s Grafi rz-r 5�b t71' L27- 1 bi i/ .3 �G.� 011P- 841✓°7 19107 ( � IF3CffE) Address of property being improved: Ci2 C� ,/J�l�j L_V General description of improvements: Hj�1) 1'(7 or-/A-(-- I'?'( rn-i 6 - nJr�,l':=ft_ C�•r7�i n u� .Jf--� C��2"� i=�:�],.��,�'p,,.j Owner: rr %C. Address: : 1-g -; t_)-rri.a��i iC Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): d A Name: o t1 ontractor: Address: 11-cL;xr r�Cl! Telephone No.: Fax No: Surety(if any) A Address: Amount of Bond$ ( Telephone No: Fax No: Name and address of any person malting a loan for the construction of the improvements Naive: r[ f t Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: OG oz -k g t",eA Address: b N e &eF--T L-4H i\ 7 HC- p t-v A Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: )'-I JA Telephone No: Fax No: Expiration date of Notice of Cominencement (the expiration date is one (1)year from the date of recording unless a different date is specified): TIIIS SPACE FOR RECORDER'S USE ONLY OVVNLR €�: +i;: Signed: . �'r� Date: #2006033579,OR BK 13039 Page 1670, Before me this I$ day of+JPn--)t".y�*c-K in the County of Duval,State Of Florida �;erson 134ppeare , ZoI4-,-I tLl�`cwv< _d& Pages:1 [plot Public at -ar e Filed&Recorded 01/27/2006 at 03:24 PM, Notary g , a e o lorida,County of D}llvJJal. 11, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY YIy oommi sion expires: F� tf • l ? l �LLi��C �V�� RECORDING$10.00 Personally Knowgj�> j l I t ��z r °,`iY rye., I Stacey Brooke or ?roducedIdentification: MYCOMMISSION# DD240262 EXPIRES `tea§ August 11 2007 BONDED THRUTP,OYFAIN INSURANCE,INC Display AttributeDAta Page 1 of 1 Parcels RE Name RAV:.LCOHTINUIN CrsRE:RETIBEtu7ENTFOUtgDATIONlt4C Address �s2w3 ::.Plarket Value 971339 Acres 11.3'i; 000 7eagle.,. Cl3�3Z-1gB7i Map Panel: x-&ur-44 A,-' 1l ..3'7-:�S-29E 11.79D Llegal Descriptors DRWEES:'RANT:SJD FPT.LOT 1 DI'JS,RECD OfR 84f7.12r,7 ..�00 one LandUse tu1DR . Zoning PLIb ]EDS Zone:ne': Not in Enter prceZorie Eti a:c:uaQi dei' Zone CAT 2 :.. CPAC OF ea ter Arlin gi6nTeachrs Ma-ining Dist: 2 It V14ei-btrl-�ac3 u--. r o+i117a}lc;tp/n„�,lalMa,,.SPa/disnlavAttributeData.as-P 1/24/2006 t CITY OF ATLANTIC BEACH �� JO 1 �-� BUILDING PERMIT APPLICATION (New or Alteration/Additions/Residential & Commercial) Date: 1T�� Job Address: F;-itie s- l. ki -51_y-0.1.A042T-i{ Owner's Name: -1PP40L c-wT'8LAL>►w9C-n Ciw, o-en, a ILII, ID S1 Iq L19r�.�-D1�C,I Address: l - 1 r'bj" -BL . Phone: CIN-MLA anco Contractor: ' C-1 Cox AC` e tic State License Number: Address: ALk > Lev--( P—A. Phone: CC*-941• 10 City: yKLrWT jC. State: FL Zip: 3%233 Fax: 9,,49. Z}i-9.1 Describe proposed use and work to be done: )-4c,,-, �-o„sNE Present use of land or building(s): L-4.4 Valuation of proposed construction: �,�CC) OUIC, Is approval of Homeowner's Association or other private entity required? 4c) If yes, please submit with this Application. Will this project involve changes in elevation,site grade or any use of fill ia1, addition of 5% or more to the original impervious area? P Adz ag-g Ski &ZInkr o bz-"t5lolt i $ ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane, AB, Telephone#is(904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST, AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://wwiv.coab.tis Page 2 Revised 6/06 Address and contact information of person to receive all correspondence regarding this application (please print). r Name: JF-$y.. CiEY"i IIjc ?_C0V24C6la ) Mailing Address: ALK�, Le. ,i`t( P—C*Vp, PrTLrn-6C, Telephone: 6iQ4 1441k Fax: CtO4•mt•44xi E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon 2thoe 'nformation being true and correct and that the plans and supporting data have been or shall be provided as required. -y Signature of Owner: Date: A AS TO OWNER: �r Sworn to and subscribed before me this 7 day of 20 U L State of Florida, County of Duval Notary's Signature: y Personally known 7 Produced identification lgy b- Notary Publ odda Type of identification rod Eliza Prh r�... y uomm;ssion OfJ415196 Expires Oq/05/2009 Signature of Contractof Vie: AS TO CONTRACTO Sworn to and subscribed before me this A4V day of d 1)L.:,( 20®L0 State of Florida,County of Duval Notary's Signature: •� 'P''% Stacey Brooks 2 Personally known =L4 V ❑ _. . MYCOMMISSION# DD240262 EXPIRES Produced identification • August 11,2007 Type of identificationroduced 'F OF BONDED THRU TROY FAR4 INSURANCE INC p 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://www.coab.us Page 4 Revised 6/06 NOTICE OF COMMENCEMENT Mate of 'L_c�l2i i�--) Tax Folio No. .junty of T)L;-\14-rs_ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description ofpropertybeing improved: Del->UeS Ce-,Ptn-r- bi i/ 3 E,�ez�b 011P-- &1(o-7,lq(0'7 Address of property being improved: General description of improvements: !�/r7v<.=i'L_ Ci;'�"Tnnu, .1�! Owner: 7n G. %a3l J-2 ;—��cT c a �i�,`tiicy Address: L 61 3 U Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): d I)A pp Name: � Unttactor: Address: _� } LSI C I`7. , t �; 1, i L- �� I,-\C4-v ,{11... i 3, 3 Telephone No.: (jr )Lj•. Fax No: Surety(if any) Z--OA Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person malting a loan for the construction of the improvements Name: .r( A Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: P o�e� r%e'p- nn Address: b N'E L.4-i h D HC, L v A ' /�1%o r4,^4?r c. ��i9�►I t 3 �2�3 Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: 1� A 0 Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): TEAS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: #2006033579,OR BK 13039 Page 1670, Before me thM� i 4r'!r' day of in the County of Duval,State ( nber Pages:1 Of Florida s er`sonallytappear�> Filed&Recorded 01/27/2006 at 03:24 PM, gotary Public at ge, at�oT lorida,County of Dl vJal. 1, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY YIy commi soon expires: dvjl�,. l I r1 ( i1 �3 �l�YCQ RECORDING$10-00 P,r onallyItno > JGttril I��c� �4nnYPo-, ` Stacey Brooks or ?roducedIdentification: '{ *; MY COMMISSION# DD240262 EXPIRES y oAugust 11,2007 oF1 0", BONDED THRU TROY FAIN INSURANCE,INC Display AttributeDAta Page 1 of 1 Parcels RE # Nan-be ONTINUItW CARE RETIRENIENTFOUNDr9.7 ON INC Address PEarket Value A7a314:+ Ares 1127:, :... ::. Baok-€r 933 35-1967 Map Panel G-212.�7.2s'-3E 11.783 Leigal Descriptions DMEES. RANT.SiD t✓T.WT 1 DI 3.RECD OIR M7.1-qo Ootid Zone N1 4 in Flnntl L,'6 LandUse tu1DR Zoning auD JEDt �'rsrtie`. tdot in Enterpri e-Zorie Er ac.ua4aogr Zone Cs.T2'":`'. CPAC Greater A.rlingPon,,.Eeaches Manning Dist: I��I�1`�e h�rf,riod u--• --- •, ; „o+/"",,,;tP/n„ir;alMa,,.SPq/clisniavAttribLiteData.asp 1/24/2006 HP Officejet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Sep 07 2006 4:46PM Last Transaction Date Time Type Identification Duration Pages Result Sep 7 4:45PM Fax Sent 92414427 0:31 1 OK Y�y�,jr'f CITY OF ATLANTIC BEACH �� BUILDING PERMIT APPLICATION (New or Alteration/Additions /Residential & Commercial) 1 Date: Job Address: ' Fute-t' Lptri.IDi"( '5L, Owner's Name:"Pr4 t, Cp1T "L)11, L C frt26 Fycx - onn o l 6 o R W B` A FI-eyr LM*.1-"Aca Address: I FLgiC-1- LW-KlDi" ;BL.W • Phone: CIO+ MLP. !3300 Contractor: ?-Ft:.,C-iE �,� AC7p,2S��,�pC State License Number: C14G Cogcun Address: A'k�,t EV`I( eA• Phone: qc# • 10 City: ymL�C, Ppe-j o State: -L Zip: 3,1233 Fax: MI. 44.9-1 Describe proposed use and work to be done: C%--, F-o,%&e Present use of land or building(s): L-4.4 d Valuation of proposed construction:_ o o + pyo Is approval of Homeowner's Association or other private entity required?4 If yes, please submit with this Application. Will this project involve changes in elevation, site grade or ny ggse of fill ial,addition of 5% or more to the original impervious area? ,0 'i0 �'�Ig a if � ,rr' �( --bd� a $ ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane, AB, Telephone#is (904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST, AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://www.coab.us Page 2 Revised 6/06 Address and contact information of person to receive all correspondence regarding this application (please print). Name: R.PC. �-•1 C >,jT-24,=yo -S ta1C �PCM-JZC 02t4C- oeS) Mailing Address: ALK�s L,,J'f P,0f 1D I tr-L.i'YWiC 1.1 F„ 39A33 Telephone: qC4'At—144Kc Fax: C04-aA1.44a-1 E-Mail: Te"'-Gtr-�,�� I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent uponth o e'nformation being true and correct and that the plans and supporting data have been or shall be provided as required. -� Signature of Owner: Date: 1 AS TO OWNER: ! Sworn to and subscribed before me thisday of ,20O. State of Florida,County of Duval Notary's Signature: Personally known Produced identificatio "'Noy b c 4 Notary Public State of Fiorida Type of identification rodt R Eiizan +�r t' f4y o+nm;ssion 00415196 Signature of Contracto • a e:Expires 04/05/2009 AS TO CONTRAC O Sworn to and subscribed before me this day of 20014 State of Florida, County of Duval Notary's Signature: 01 •tiYStacey Brooks Q� Personally known - ElProduced identification r, r. MY COMMISSION#` DD240262 EXPIRES •, as August 11,2007 Type of identification roduced BONDED THRU TROY FAIN INSURANCE,INC IU 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • httL)://www.coabms Page 4 Revised 6/06 NOTICE OF COMMENCEMENT Mate of .L-�r--4 Tax Folio No. I -ounty of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: AG -&/a 9 9 l�'cyL'r✓S �r?�j-nom c5�ti fly' LoT' / �i t/ .3 ��G,D O�2• fj'`�'!''�.l�(o'� C �$,� �F3Cf,/�r) Address of property being improved: 7i'c7 General description of improvements: h./Y'1v<.=i2_ G�:"7�1;`�UI.JC-1 G�-a�2c hLiUI,.�L1J:�TIGn-/ Owner: iN C. Address: J61 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): d A Name: 'UH on actor: Cz!�� CL � Address: :-24E t._:G 'I Telephone No.: CJDLJ., �))jj I.LI-11 14; Fax No: ��'•�.� .J el .d Gl Surety(if any) H )A Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: A Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: OG,xg— �A t,,AA Address: b N E Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: I` A 0 Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: `t `, Date: #2006033579,OR BK 13039 Page 1670, Before me this',F 't L4' day of in the Countyof Duval, State Of Florida, s .ersonallyEapp at�l. jcoi-+-,j �L 1e cwv nber Pages:1 -- Filed&Recorded 01/27/2006 at 03:24 PM, Notary Public at -hrge, -a e o lorida,County of D4 I n' JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY VIy�fission expires: �I�� .l I y r( t f ?J�lslt!..�.Gi�_ .Q-ao RECORDING$10.00 Personally Know j^�F��j �`j�z r ?.1iYr�; S Stacey Brooks or ?roduced Identification: *= MYCOMMISSION# DD240262 EXPIRES o August 11,2007 BONDED THRU TROY FAIN INSURANCE,INC Display AttributeDAta Page 1 of 1 Parcels RE # Ispeg23 0150 . Name NAVAL CONTINUING CARE RETIRENIENT FOUNDATION INC Address 32233 Market Value 274314 Acres 11 27 Book-Page 084"35-1267' Map Panel 555n4 AG-212 37-2S-2QE 11.7E+3 Legal Descriptions DMWEES G RANT SID FT LOT 1 DIV3 RECD O/R 8487.1267 plood Zone ad in blpad Z - LandUse OD R: Zoning PLID: JE DC Zone Met in Enter pri a Zane Evacuation Zone CAT CPAC GreaterArhngtWBeaches Ma ring Dist: 2 16y 14 21tJ xl-'66 Cl 1 littn://mai)s2.coi.net/website/DuvalMapsPa/displayAttributeData.asp 1/24/2006 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 oil,)r Application Number . . . . . 06-00033572 Date 10/18/06 Property Address . . . . . . 5803 FLEET LANDING BLVD Tenant nbr, name . . . . . . NEW SINGLE FAMILY RES Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 500000 --------------------------------------------------- ------------------------- Application desc ESTATE ------- ------------------ --------------------------------------------------- Owner Contractor ------------------------ ------ ------------------ R. P. C. GENERAL CONTRACTORS 248 LEVY RD ATLANTIC BEACH FL 32233 (904) 241-4416 ------- --------- ------------------------------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1660 . 00 Plan Check Fee 830 . 00 Issue Date . . . . Valuation . . . . 50000 Expiration Date . . 4/16/07 -------- ------------- ------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 51 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 11 . 90 AB CONSTRUCTION SURCHARGE 1 . 32 STATE RADON SURCHARGE 9 . 73 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 460 . 00 -------- -------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- --- Permit Fee Total 1660 . 00 1660 . 00 . 00 . 00 Plan Check Total 830 . 00 830 . 00 . 00 . 00 Other Fee Total 2058 . 46 2058 .46 . 00 . 00 Grand Total 4548 . 46 4548 . 46 . 00 . 00 RMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA DING CODES. •S�1iiJr CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date O _ Permit Number 106 - 3357 Address / �� ,��Cd�r 1 ��y�• Contact Name 803 Phone Heated Square Footage @ $ per sq ft=$ Garage/Shed @ $ per sq ft=$ Carport/Porch @ $ per sq ft= $ Deck @ $ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation I sr $ Remaining Value - $ per thousand or,portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + 1A Filing Fee $ FLOOD ZONE: ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE: _ a AB CONSTRUCTION SURCHARGE $ 12D /� e6x CAPITAL IMPROVEMENT $ � CITY RADON SURCHARGE $ SECTION H IMPACT FEE $ _ SEWER I1vIPACT FEES $ SEWER TAP FEES $ kA r ST CONSTRUCTION SURCHARGE $ STATE RADON SURCHARGE ; $ WATER CONNECTIMETER ONLY $ /a WATER CONNECT/TAP&METER $ A WATER CROSS CONNECTION $ WATER IMPACT FEE $ OTHER $ GRAND TOTAL DUE: $ 1113/03 . A /ysroC4 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET �/Jitl>r Date O Permit Number t9 6 -335Z;Z Address Miffl" ` Rv . Contact Name 0�.3 Phone Heated Square Footage o�d @ $ per sq ft=$ Ga%wed l 0 rA $ per sq ft=$ Carport/Porch @ $ per sq ft=$ Deck @ $ per sq ft=$ Patio @ $ per sq ft=$ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ per thousand or-portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + V2 Filing Fee $ FLOOD ZONE: ( )Fireplaces @$35.00 $ RviPERVIOUS SURFACE: n0 % -fdrq I- A.B CONSTRUCTION SURCHARGE ZG�I $ • 3 Z ` CAPITAL WROVEMENT $ CITY RADON SURCHARGE 20 P $ . S! SECTION H ROACT FEE $_ SEWER IMPACT FEES $ SEWER TAP FEES ro T9 L ST CONSTRUCTION SURCHARGE.¢► 14fo,6h STATE RADON SURCHARGE 2o" $ 9. 13 WATER CONNECT/M[ETER ONLY $-�/t -A _ WATER CONNECT/TAP&METER $+ A WATER CROSS CONNECTION $ WATER RVIPACT FEE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 J41` Y ,t CITY OF ATLANTIC BEACH 800 SEAHNOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 1 i r A licati h' uier!� i i 06-00033972 PP ii � �• Date 9/27/06 Property! dd e8E; 5803 FLEET LANDING BLVD Applicatiiph Type de cripti n FOUNDATION ONLY Property gonTngTO BE UPDATED Application valuati n 0 ----------- -------------------------------------------------- Application desc FOUNDATION ONLY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ R.P.C. GENERAL CONTRACTORS 248 LEVY RD ATLANTIC BEACH FL 32233 (904) 241-4416 ------------------------ ---- - -------------------- Permit . . . . . . FOUN'bATION ONLY Additional descj Permit Fee 3 T . 00 Plan Check Fee . 00 Issue Date � �� i Valuation . . . . 0 -----Expiratio : D tq{ � 9 061 ------- ,-- -;ll� --� ,---;-y �------------------------------------------ Fee-summa rl' - ' --e Paid Credited Due �.rg Permit FO-e To 1 -- ---------- ---------- ---------- � '�' � ( � '0,0, 00 100 . 00 . 00 . 00 Plan Check Total ! 00 . 00 . 00 . 00 Grand Total ' 100 . 00 100 . 00 . 00 . 00 a i i 4 J i PERMIT_IS APPROVED' NLY WfAbCOOA 4PE ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING.CODES. ! ! t � . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANnt BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00034000 Date 9/28/06 Property Address . . . . . . 5803 FLEET LANDING BLVD Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------- Application desc install 15 fixtures ---------------------------------------------------------------------- - Owner Contractor - ------------------------ ----------------------- KING PLUMBING CONTRACTORS INC PAUL T. KING 6900 PHILLIPS HWY, SUITE 50 JACKSONVILLE FL 32216 (904) 296-2568 ---------------------------------------------------------------------- - Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/27/07 --------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANI IC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: `Zg" Property Address: �b v '1— ' 5 8— Owner: Owner: c- Telephone#: A Contractor: �� r— e ephone#: `2 � Contractor Address: �� 1�~ iFax#: Contractor Signature: In consideration of permit given for doing the work as described in the above sta a nt,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and ordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, 4 - New list the building permit number: ❑ Re-Pipe 06--ISNI 2�2 Number of Fixtures: / / Bath Tubs / Showers Shower Pans Closets L Dishwashers / Sinks 1 Disposals Urinals Floor Drains Washing Machine Lavatory Water ` Sewer _ Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 = 800 Seminole Road s Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800• Fax: (904)247-5845. trap:/l tv.ei.atiantic-beach.fl.us Revised 1/04 WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountainAcemaker Roor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen.sink, domestic with food waste grinder andlor dishwasher 2 Laundry tray 1 or 2 compartments) 2 Lavatory 1 3 Shower compartment domestic 2 Ll Sink 2 Urinal 4 a Urinal, 1 gallon per flush or less , 2 Wash sink circular or multiple)each set of faucets 2 Water closet,flushometer tank, public a rivate 4 Water closet,private installation 4 Water closes, iblic instailation 6 TOTAL NUMBER OF UNITS; MULTIPU X-20 TOTAL$ J Or s, CITY OF ATLANTIC BEACH PLAN REVIEW SHEET - Rou o: J yr Makowski Building Department Public Works&Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety a> PLAN REVIEW COMMENTS Permit Application# o6 - „3 72- Property Address �f 14, 3 /C/f F/ L/377 d/ "}i /-37✓GY Applicant: T Project: n & This permit application has been: ❑ Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: 2© t '�. e A � � rZ�s 5 ©2 \ S o c- - t S �- ��— Sc� 5 t r rc CZ Q 9- 2 "+G- 5 5 A5 cr sc� Act orJ lits. rA�; Oar Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the cor ect department may delay your permit from being issued. Reviewed By: Date: r Date Contractor Notified: of CITY OF ATLANTIC BEACH C4 < BUILDING PERMIT APPLICATION (New/Residential & Commercial) 1 Date: lot,03.106 Job Address: 6&o 3 �[� �.�p�'p)�/MrLy &rD. KJ a J Owner's Name:NA�nc �ouTinru/�� I�N,QEOGtI /t7A1 rZ�IGA � �T'L �1NGy Address: I �L�GT�,ry'ND/lf�y/�/I'D. fifL&Iffie- � .�Z• �2Z3 Phone: Contractor: R � ef+C.�o,c)TeAC7.3; -ZX(- .State License Number: �L-iC'04�0l0 Address: &A Phone: goal- c�yl- City: A-rZatlriL —24d A State: FE- Zip:(32233 Fax:'?6't- Describe proposed use and work to be done: NEty 170/111= Total Square Footage A&4 Total Heated Square Footage :265-6 Present use of land or building(s): fi b Valuation of proposed construction: 2� Tq- 6,r $3622, OLV. / Is approval of Homeowner's Association or other private entity required? 46 If yes,please submit with this Application. Will this project involve changes in elevation, site grade or anyWO& f fill material, addition of 5% or more to the original 1�impervious area? 5g- SSE -R�i-r -M3331 g ❑NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane,AB,Telephone#is (904)249- 5834,Rick Carper,Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST,AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION,PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: ',THESE PLANS WERE PREPARED AND SHALL COMP ,V WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE,BUILDING,PLUMBING,MECHANICAL,ELECTRIC." 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fag: (904)247-5845 • http://www.coab.us Page 2 Revised 6/06 STEP 2. FOR ROOF ASSEMBLIES, THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE AND DESCRIBE THE TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE, OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS.(FBC SEC. 104.2.1.1.) STEP 3. FLOOR PLANS SHOWING: A.DIMENSIONS OF CORRIDORS,DOORS,ROOMS,ETC B.EGRESS WINDOWS WITH DIMENSIONS OF CLEAR OPENINGS AND GROSS AREA. C.ONE BATH ON 1sT FLOOR MUST MEET CHAPTER 11 F.B.C.,29"CLEAR DOOR. STEP 4. DETAILS OF ALL STAIRS,HANDRAILS,GUARDRAILS,ETC. STEP 5. DETAILED WALL SECTIONS FOR ALL WALLS. STEP 6. FLORIDA PRODUCT APPROVAL FOR ALL DOORS AND WINDOWS LOCATED IN EXTERIOR WALLS.PRODUCT APPROVAL NEEDS TO SHOW COMPLIANCE WITH A 120 MPH WiNDLOAD,INCULDE A FASTENER SCHEDULE WITH INSTALLATION SPECIFICATIONS, INDICATE THE SUSTAINABLE PRESSURE,AND WHETHER OR NOT THE GLASS IS IMPACT RESISTANT. STEP 7. WINDLOADING INFORMATION ON DRAWINGS. THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN ON THE SIGNED AND SEALED CONSTRUCTION DRAWINGS. A.BASIC WIND SPEED,MPH,(M/S) B.WIND IMPORTANCE FACTOR(1)AND BUILDING CATEGORY. C. WIND EXPOSURE C, 120 MPH. D.THE APPLICABLE INTERNAL PRESSURE COEFFICIENT. E.THE DESIGN WIND PRESSURES IN TERMS OF gsf(kN/m-2),TO BE USED FOR THE DESIGN OF EXTERIOR COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL. (FSC SEC. 1606.1.7). STEP 8. ENERGY CALCULATIONS. SITE CONSTRUCTION DRAWINGS 4 SETS OF PLANS STEP 1. NO DRAWINGS WILL BE REVIEWED FOR NEW CONSTRUCTION OR ADDITIONS UNLESS A RAISED SEAL BOUNDARY SURVEY THAT SHOWS CURRENT CONDITIONS IS PROVIDIED WITH EACH SET OF DRAWINGS. STEP 2. SITE PLAN SHOWING: A. SITE MANAGEMENT PLAN B.BUILDING LOCATION,HEIGHTS,AND SETBACKS TO PROPERTY LINES. C.FLOOD ZONE DESIGNATION AND PROPOSED FINISHED FLOOR ELEVATION. D.ANY EASEMENTS ON OR IMMEDIATELY AJACENT TO THE PARCEL. E.PARKINGS SPACES PER CITY CODE SEC.24-161 F. SURFACE DESIGN DETAILS OF PARKING AND DRIVEWAY AREAS. G.IMPERVIOUS SURFACE CALCULATIONS. H.PROPOSED HEIGHT FROM GRADE TO HIGHEST POINT OF ROOF,ANTENNA STEEPLE ETC... L PROVIDE ALL DRAINAGE PLANS. INDICATE STORMWATER RUNOFF WITH ARROWS. J.PROVIDE ALL EROSION AND SEDIMFNT CONTROL PLANS. K.ANY OTHER DOCUMENT REQUESTED BY THE BUILDING AND PLANNING DEPT. 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fag: (904)247-5845 • httn://wwNv.coab.us Page 3 Revised 6/06 PUBLIC WORKS AND PUBLIC UTILITIES.FBC 553.79. Address and contact information of person to receive all correspondence regarding this application (please[T�print). /� Name: L LMAC. (10 O G77z �d�C�CYGI�� nn Mailing Address: 'V Y7� L E, 3213 :3 Telephone: 0 )— Fax:,-tom �! jj E-Mail: )Zek e, I<&(7 C. Cowl I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules,regulations,ordinances, or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent up" ve information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: t � b� AS TO OWNER: Sworn to and subscribed before me this day of 040 _,200L State of Florida, County of Duval ^ Notary's Signature: t �/ Personally known {rs�r•v Notary Public State of Florida ❑ j m4 --- Produced identification Elizabeth Teske ype of identification pr uc My Commission DD415196 Signature of Contracto Date: p y d AS TO CONT ! Sworn to and subscribed before me this day of �- ,b e_)u _,200 1b. State of Florida,County of Duval Notary's Signature: Personally known Produced identification Type of identification produced r•, Notary Public State of Florida u� r Elizabeth Teske • My Commission DD415196 or'Pb° Expires 0410512009 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 • http://www.coab.us Page 4 Revised 6/06 NOTICE OF COMMENCEMENT q+ate of Tax Folio No. -junty of rj To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: &-j-&/a Slb pr L-g ,:%b 4) AF, (6M AF7—IACHb Address of property being improved: '/`W/ 7- , General description of improvements: Aj)1) 1,rj0-1AL- 9F-SLIE-ri as Owner: /r,;c, F? Address: r-7 CL Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): 1A Name: t6ritractor: Address: ?,*;,o<-iA j71- TelephoneNo.: CJCj,�jl qqjL, Fax No: ................. Surety(if any) , Id 1A Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name:--,-q )A Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: POs� Address: c Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: ....................................... ......................... Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from The date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: L #2006033579,OR BK 13039 Page 1670. Before me this jl� day in the C(;untvof Duval,State ,,nber Pages:1 Of Florida,bgae:r,, Filed&Recorded 0112712006 at 03:24 PM. Notary Public at�ge, �46 -for�,��ou� of-13-�-9-Nl '\A JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY My comm)'�Jqn expires: ti, I I 1 cn-1 C Wp ?tonally,�rs 11 Knowe now j lz: 7�x2 or RECORDING$10-00 ro uced I u d Identification: COMMISSION* Dl)24Q2i2 Ei4PS Pc August 11,7007 BONDED THPU TPOY F"WSIJRANC[ Display AttributeDAta Page l of l Parcels RE # 188�4m M50 Name NAVAL C ONTINUING CARE RETIREMENT FOUNDATION INC Address 32233 Market Value 979614 Acres 11 S7 Book-page 08490.1987 Map Panel 55544 AG-212 37.2S•29E 11.799 Legal Descriptions DE 5ES GRANT SM PT LOT t DIV3 REGI?O/R M7.1987 Flood Zone NHoed long LandUse M R Zoning Em ]EDC Zone Not in Enterpiis$Zone Evacuation Zone CAT2 CPAC Greater ArlingtoW9eaches IPiw ling Dist: 2 M,y N eighbarY ad http://maps2.eoj.iiet/websitelDuvalMapsPa/displayAttributeData.asp 1124/2006 00,t0-t9:0Z:L L LZ'60'90OZ:aIe4 0 juau noop siq;6uinoidde we ; :uosea� 09£1.LS'-3AV QNOYVI(I lSaM tib :SSIU(ICLV 'snuaooaaquan;aa6uea6�ouaooe181�d-�ieuaa OLS£9 �#�SN�OI'I ooe E)`oIned ' ,,A ;ned I n e d •o Ja9v '2I mvrdu :RWVN ouaooei i4;ned .�Rq pau6�' 1a ,� y _, :sJ.N21Wfl3OQ 90/gZI I I _ ONRHMINIONH Iry dfLJ.0II2I.LS HOA c[H0092I 3o HHHNIONa �Y Tt< = 90ZZE 1=1 alllnuOS�Oef an aue •soui�eaQ ssn l ZS no ,0996# 3d `ow�el614�d salaey� Sul JU00 a5�xoud xapul stuZ suoila0nl 6segl 6umoped of aoud sao!loeid Alales aol y01M pue Idl Aq pagsllgnd CO 1S08 0l aala�j 6up�,-q pub bu!flelsu! `6u!dd!gs `6u!Ipuey `uo!leougel u! aaeo awaalxa aa!nbaa sassnal-0NIN21dM Z u0!I0aS ZOOZ-6 Idl/ISNV jad jaufta0 6ulpl!ng aul to Al!I!q!suodsaa ayl s! 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Fri Sep 22 15:15:58 2006 Page 1 i -2-2-10 1 3-8-3 9-0-0 14-1-6 18-7-12 22-7-12 26-10-6 2-2-10 3-8-3 5-3-13 5-1-6 4-6-6 4-0-0 4-2-10 Simpson Strong-Tie Florida Statewide Product Approval Index 01-05-06 Scale-,'48'3 Products listed in alphabetical order Page 11 Product Florida# Product Florida# 4, = 44) SSW15x7 5113.8 SW22x7x4 4432.2 4x4= bx<= q 5 SSW15x8 5113.9 SW22x7x6 4432.3 8 SSW15x9 5113.10 SW248 4432.4 j SSW18x10 5113.11 SW249 4432.5 6.8812 8x8 -9 SSW18x11 5113.12 SW32x10 4432.6 7 8i SSW18x12 5113.13 SW32x8 4432.7 3 i.,; 8 2.4- 6A3 x4= 6.,3 6 SSW18x13 5113.14 SW32x9 4432.8 3x6= X'`'�§ 6 ¢ SSW18x7 5113.15 SW48x10 4432.9 3x8II71 2 3- -13 '' SSW18x8 5113.16 SW48x8 4432.10 I� d i SSW18x9 5113.17 SW48x9 4432.11 SSW21x10 5113.18 TBE4 503.39 SSW21 x11 5113.19 TBE6 503.40 o- l° SSW21 x12 5113.20 TC24 474.321 13 12 11 SSW21 x13 5113.21 TC26 474.322 70= 4x8= 3x4= 3x8= 3x8 11. SSW21 x7 5113.22 THA213 474.323 SSW21 x8 5113.23 THA218 474.324 j SSW21 x9 5113.24 THA218-2 474.325 9-0-0 18a-12 22x-12 __ i SSW24x10 5113.25 THA222-2 474.326 9-0-0 9-7-12 4-0-0 SSW24x11 5113.26 THA29 474.327 Plate offsets XY_[4:0-3-8;0-2-4] _ __ _ a SSW24x12 5113.27 THA413 474.328 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d - PLATES GRIP SSW24x13 5113.28 THA418 474.329 TCLL 20.0 j Plates Increase 1.25 TC 0.87 Vert(LL) -0.13 11-13 >999 360 MT20 244/190 $$W24X7 5113.29 THAC418 1725.6 TCDL 25.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.32 11-13 >830 180 - BCLL 10.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.03 10 n/a n/a j j SSW248 5113.30 THAI 474.330 BCDL 10.0 j Code FBC2004/TP12002 (Matrix) Weight:162 lb SSW249 5113.31 THG2A 474.331 LUMBER BRACING STI 2 1901.79 THG2AL 474.332 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, BOT CHORD 2 X 4 SYP No.2 except end verticals. ST18 1901.80 THG2AR 474.333 WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. j ST2115 1901.81 THG3A 474.334 2-14 2 X 4 SYP No.2,7-10 2 X 4 SYP SS JOINTS 1 Brace at Jt(s):15 ST2122 1901.82 THG4A 474.335 J ST22 1901.83 THJA26 474.336 REACTIONS (Ib/size) 14=1644/0-6-0,10=1879/0-6-0 ST2215 1901.84 THJL-2 474.337 Max Horz 14=290(load case 5) ST292 1901.85 THJ R-2 474.338 Max Uplift14=-691(load case 6),10=-756(load case 7) Max Grav14=1648(load case 10),10=1879(load case 1) ST6215 1901.86 THMA 474.339 FORCES (lb)-Maximum Compression/Maximum Tension ST6224 1901.87 THMA-2 474.340 TOP CHORD 1-2=0/98,2-3=-142/184,3-4=-1409/703,4-5=-1170/724,5-6=-650/469,6-7=-821/502,7-8=-813/765,8-9=0/76, ST6236 1901.88 TWB10 474.341 2-14=-416/473,10-15=-1892/1113,7-15=-1892/1113 ST9 1901.89 TWB12 474.342 BOT CHORD 13-14=-460/967,12-13=-434/1047,11-12=-434/1047,10-11=-145/330 WEBS 3-13=-106/293,4-13=0/130,5-13=-92/210,5-11=-732/409,6-11=-75/73,3-14=-1402/589,8-15=-656/917, $THD10 503.33 TWB14 474.343 7-11=-383/1218 ! STHD10RJ 503.34 U Hangers 474.344 'NOTES (8-9) STHD14 503.35 U14 5808.186 i 1)Unbalanced roof live loads have been considered for this design. STHD14RJ 503.36 U210 5808.187 1 2)Wind:ASCE 7-02;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)-2-3-7 to 26-11-3 zone;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.This truss STHD8 503.37 U210-2 5808.188 is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. STHD8RJ 503.38 U210-3 5808.189 I'4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SUL 5808.182 U210R 5808.190 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. $ULI 5808.183 U214 5808.191 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 691 Ib uplift at joint 14 and 756 Ib uplift at j joint 10. SUR 5808.184 U24 5808.192 7)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 8)This truss has been designed specifically for Turbo Web SURI 5808.185 U24-2 5808.193 9)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205 SW16X7X4 4432.1 U24R 5808.194 j LOAD CASE(S)Standard I ;Job Truss Truss Type Qty Ply Palms @ Fleet Landing - Estate Home 17274 A08 HIP 1 1 - Job Reference(optional) j Granger Lumber-Hardware Inc.,Jacksonville,FL 6.300 s Apr 19 2006 MiTek Industries,Inc. Fri Sep 22 15:15:56 2006 Page 1 I Simpson Strong-Tie Florida Statewide Product Approval Index 01-05-06 2-2-10 410-7 11-0-0 16-7-12 22-7-12 26-10-6 Products listed in alphabetical order Page 12 2-2-10 410-7 6-1-9 5-7-12 6-0-0 4-2-10 Scab=148. Product Florida# Product Florida# 48 8x8 U26 5808.195 V131 474.346 °x8- U26-2 5808.196 V135 474.347 4 U26-3 5808.197 V137 474.348 j U26R 5808.198 V138 474.349 U310 5808.199 VPA2 474.350 8.00 12 ,ze, 4x4 U314 5808.200 VPA2-2 474.3511 fd "3 U34 5808.201 VPA25 474.352 312 14= U3510/14 5808.203 VPA3 474.353 U3510-2 5808.202 VPA35 474.354 ! 5xe, &a e 3 3 312 1 U3512-2 5808.204 VPA4 474.355 �� 2 03516/20 5808.205 W Series 5808.218 13 / U36 5808.206 WB106 474.356 U410 5808.207 WB106C 474.357 - ,,4 U41 OR 5808.208 WB126 474.358 3 12 11 10 U414 5808.209 W13 126C 474.359 113x8- '"12=3x4= '°°= 3`8 11 U44 5808.210 WB143C 474.360 U44R 5808.211 WM 474.361 U46 5808.212 WNP Series 5808.219 3-5-9 11-0-0 16-7-12 22a-12 U46R 5808.213 WNPU Series 5808.220 3-5-9 7-6-7 5-7-12 6-0-0 U610 5808.214 WPU Series 5808,221 Plate Offsets(X,Y): [2:0-3-0,0-1-81,[4:0-4-0,0-1-151, 5:0-5-4,0-2-0 U61OR 5808.215 Z4 474.362 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP U66 5808.216 Z44 474.3631 TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) -0.09 12-13 >999 360 MT20 244/190 TCDL 25.0Lumber Increase 1.25 BC 0.42 Vert(TL) 0.23 12-13 >999 180 U66R 5808.217 JZ6 474.3641 BCLL 10.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.02 9 n/a n/a V610 474.345 BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight:165 lb LUMBER BRACING TOP CHORD 2 X 4 SYP SS*Except* TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except 1-4 2 X 4 SYP No.2 end verticals. Simpson Strong-Tie Anchor Systems Florida Statewide Product Approval 01-05-06 BOT CHORD 2 X 4 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Products listed in alphabetical order 9-11 2 X 4 SYP SS JOINTS 1 Brace at Jt(s):15 WEBS 2 X 4 SYP No.3*Except* Product Florida# Description 2-14 2 X 4 SYP No.2,6-9 2 X 4 SYP SS AT 2304.1 Acrylic-Tie Adhesive DIA 5415.1 Drop In Anchor REACTIONS (Ib/size) 14=1644/0-6-0,9=1879/0-6-0 ET 5550.1 Epoxy-Tie Adhesive Max Horz 14=31 1(load case 5) ETF 5550.2 Epoxy-Tie Adhesive Fast Cure Max Uplift14=-706(load case 6),9=-767(Ioad case 7) I SET 5550.3 SET High Strength Epoxy Adhesive FORCES (lb)-Maximum Compression/Maximum Tension SL 5415.2 Sleeve Anchor TOP CHORD 1-2=0/98,2-3=-1197/596,3-4=-1274/693,4-5=-1032/724,5-6=-999/585,6-7=-562/609,7-8=0/53,2-14=-1633/919, 9-15=-1783/1086,6-15=-1783/1086 THD Titen THD 2304.2 High-Strength Concrete/Mason Screw ;BOT CHORD 13-14=-263/223,12-13=-444/1126,11-12=-239/765,10-11=-239/765,9-10=-105/297 TTN Titen 2355.1 Concrete/Mason Screw WEBS 6-10=-383/1603- 12=-119/248,4-12=-60/131,5-12=-226/491,5-10=-452/223,2-13=-403/1256,7-15=-481/634, WA 5415.3 Wedge Anchor ' NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 706 Ib uplift at joint 14 and 767 Ib uplift at joint 9. 7)Design assumes 42(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-1 Od nails. 8)This truss has been designed specifically for Turbo Web 9)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard I F172 Truss Truss Type Qty Ply Palms @ Fleet Landing-Estate Home 74 B01 COMMON 7 1 Job Reference o tional Granger Lumber-Hardware Inc.,Jacksonville,FL 6.300 s Apr 19 2006 MiTek Industries,Inc. Fri Sep 22 15:16:04 2006 Page 1 � -2-2-10 4-5-3 , 12-0-6 19-7-10 � 24-0-12 , 26-3-6 , 2-2-10 4-5-3 7-7-4 7-7-3 4-5-2 2-2-10 Simpson Strong-Tie Florida Statewide Product Approval Index 01-05-06 1=1 .441 Products listed in alphabetical order Page 5 Product Florida# Product Florida# 5281. HHETA12 1901.22 HSA59 474.145 5 ,2 5-Z HHETA16 1901.23 _ _ HSA68 474.146 3-5 HHETA20 1901.24 HSS2 474.147 2x411 2.411 H H ETA24 1901.25 HSS2-2 474.148 3x4 i 3x4 - 3 4 8 , HHETA40 1901.26 HSS4 474.149 HHUS210-2 3750.59 HST2 474.150 5-13 5-11 HHUS210-3 3750.60 HST3 474.151 HHUS210-4 3750.61 HST5 474.152 1.3 -1 -1 7-9 HHUS26-2 3750.62 HST6 474.153 5x8 i 5x8� - 2 3 HHUS28-2 3750.63 HSUL 5808.27 3 ! HHUS410 3750.64 HSUR 5808.28 9 HHUS46 3750.65 HSUR/L210-2 503.14 - HHUS48 3750.66 HSUR/L214-2 503.15 13 1 1 3x811 5x;2= 4A8 15 5x12= 3x811 HHUS5.50/10 3750.67 HSUR/L26-2 503.16 HHUS7.25/10 3750.68 HSUR/L410 503.17 HIT318 474.120 HSUR/L414 503.18 - 7-2-4 16-8-4 _ 24-0-4 - HIT320 474.121 HSUR/L46 503.19 7-2-4 s-s-4 7-2-a j H I T322 474.122 HTS 16 538.1 Plate Offsets x,Y): [2o_:__2-s,o 81,[8:0-2-8,0-1-81 HIT324 474.123 HTS20 538.2 I LOADING(psf) i SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d II PLATES GRIP HIT326 474.124 HTS24 538.3 TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.37 11-13 >764 360 MT20 244/190 TCDL 25.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.99 11-13 >288 180 HIT3518 474.125 HTS28 538.4 BOLL 10.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.02 10 n/a n/a iHIT3520 474.126 HTS30 538.5 BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight:146 Ib HIT3522 474.127 HTS30C 538.6 (LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins,-except HIT3524 474.128 HTSM16 1423.11 BOT CHORD 2 X 4 SYP SS end verticals. HIT3526 474.129 HTSM20 1423.12 WEBS 2 X 4 SYP No.3`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. j 2-14 2 X 4 SYP No.2,8-10 2 x 4 SYP No.2 HIT418 474.130 HTT16 503.20 - HIT420 474.131 HTT22 503.21 REACTIONS (Ib/size) 14=1935/0-6-0,10=1906/0-6-0 HIT422 474.132 HTU210 3750.69 Max Horz 14=-201(load case 4) HIT424 474.133 HTU210-2 3750.70 Max Uplift14=-829(load case 6),10=-818(load case 7) HIT426 474.134 HTU26 3750.71 FORCES (lb)-Maximum Compression/Maximum Tension HM9 1423.10 HTU26-2 3750.72 TOP CHORD 1-2=0/98,2-3=-2243/1017,3-4=-1965/1018,4-5=-2202/1261,5-6=-2152/1238,6-7=-1915/995,7-8=-2193/994,8-9=0/98, 2-14=-1864/1095,8-10=-1830/1079 HPA28 474.135 HTU28 3750.73 BOT CHORD 13-14=-212/237,12-13=-317/1367,12-15=-317/1367, 11-15=-317/1367,10-11=-24/125 HPA35 474.136 HTU28-2 3750.74 WEBS 4-13=-541/501,5-13=-507/958,5-11=-470/878,6-11=-541/501,2-13=-633/1793,8-11=-609/1742 Noyes (7-8) HPAHD22 5805.60 HU14 5808.29 i 1)Unbalanced roof live loads have been considered for this design. HPAHD22-2P 474.137 HU210 5808.30 2)Wind:ASCE 7-02;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf,Category ll;Exp C;enclosed;MWFRS gable end HPAHD22-2P 5805.61 HU210-2 5808.31 zone and C-C Exterior(2)zone;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. HRC22 474.138 HU210-2TF 5808.32 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. HRC42 474.139 HU210-3 5808.33 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 829 Ib uplift at joint 14 and 818 Ib uplift at HRC44 474.140 HU210-3TF 5808.34 joint 10. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). HRS12 1901.27 HU210TF 5808.35 7)This truss has been designed specifically for Turbo Web HRS6 1901.28 HU212 5808.36 8)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard HRS8 1901.29 HU212-2 5808.37 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 HS24 474.141 HU212-2TF 5808.38 Uniform Loads(plf) HSA32 474.142 HU212-3 5808.39 Vert:1-2=-90,2-5=-90,5-8=-90,8-9=-90,13-14=-40,13-15=-80(F=-40),10-15=-40 HSA41 1 474.143 HU212-3TF 5808.40 HSA50 474.144 HU212TF 5808.41 j '� Job- Truss Truss Type Qty Ply Palms @ Fleet Landing- Estate Hom& 17274 A15 MONO TRUSS 1 1 Job Reference(optional) Granger Lumar-Hardware Inc.,Jacksonville,FL 6.300 s Apr 19 2006 MiTek Industries,Inc. Fri Sep 22 15:16:03 2006 P'ge 1 Simpson Strong-Tie Florida Statewide Product Approval Index 01-05-06 2-9-10 7-0-02-9-10 4-2-6 Products listed in alphabetical order Page 6 20 11 Scak=1=7 Product Florida# Product Florida# HU214 5808.421 HU414 5808.88 HU214-2 5808.43 HU414TF 5808.89 a� 2 HU214-2TF 5808.44 HU416 5808.90 HU214-3 5808.45 HU416TF 5808.91 C=<- HU214-3TF 5808.46 HU44 5808.92 2 HU214TF 5808.47 HU44TF 5808.93 3� HU216-2 5808.48 HU46 5808.94 HU216-2TF 5808.49 HU46TF 5808.95 HU216-3 5808.50 H U48 5808.96 i 2.5 2� HU216-3TF 5808.51 HU48TF 5808.97 5 HU216TF 5808.52 HU610 5808.98 HU24-2 5808.53 HU61 OTF 5808.99 HU24-2TF 5808.54 HU612 5808.100 46 HU24TF 5808.55 HU612TF 5808.101 HU26 5808.56 HU614 5808.102 5 HU26-2 5808.57 H U614TF 5808.103 a4" "'- HU26-2TF 5808.58 HU616 5808.104 7-0-0 HU26TF 5808.59 HU616TF 5808.105 7-0-0 HU28 5808.60 HU66 5808.106 Plate Offsets X Y: 5:0-3-0,0-4-8 _ HU28-2 5808.61 HU66TF 5808.107 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.03 4-5 >999 360 MT20 244/190 HU28-2TF 5808.62 HU68 5808.108 TCDL 25.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.08 4-5 >999 180 HU28TF5808.63 HU68TF 5808.109 1 BCLL 10.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight:55 Ib HU310 5808.64 HUC210-2 5808.110 --- LUMBER BRACING HU310-2 5808.65 HUC210-2TF 5808.111 I TOP CHORD 2X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except HU31 OTF 5808.66 HUC210-3 5808.112 BOT CHORD 2 X 6 SYP No.1 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. HU312 5808.67 HUC210-3TF 5808.113 HU312-2 5808.68 HUC212-2 5808.114 HU312TF 5808.69 HUC212-2TF 5808.115 REACTIONS (1b/size) 6=1560/0-6-0,4=1560/Mechanical Max Horz 6=1 50(load case 5) HU314 5808.70 HUC212-3 5808.116 j Max Uplift6=-565(load case 5),4=-707(load case 5) HU314-2 5808.71 HUC212-3TF 5808.117 FORCES (lb)-Maximum Compression/Maximum Tension HU314TF 5808.72 HUC214-2 5808.118 j TOP CHORD 1-6=-1266/451,1-2=-10161377,2-3=-49/27 j BOT CHORD 5-6=-132/0,4-5=436/901 HU316 5808.73 HUC214-2TF 5808.1 19 I WEBS 34=-79/66,2-4=-1 165/564,1-5=-404/1194,2-5=-412/999 HU316TF 5808.74 HUC214-3 5808.120 Nores (8-10) HU34 5808.75 HUC214-3TF5808.121 1)Unbalanced roof live loads have been considered for this design. HU34TF 5808.76 HUC216-2 5808.122 2)Wind:ASCE 7-02;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33. HU3514-2 5808.77 HUC216-3 5808.123 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. HU3516/22 5808.79 HUC216-3TF 5808.124 5)Refer to girder(s)for truss to truss connections. HU3516-2 5808.78 HUC24-2 5808.125 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 565 Ib uplift at joint 6 and 707 Ib uplift at joint 4. HU36 5808.80 HUC24-2TF 5808.126 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i 8)This truss has been designed specifically for Turbo Web HU36TF 5808.81 HUC26-2 5808.127 9)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205 HU385808.82 HUC26-2TF 5808.128 10)HUS26-Simpson Hanger(refer to Simpson Strong-Tie catalog for properties) HU38TF 5808.83 HUC28-2 5808.129 Loao CASE(S)standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 HU410 5808.84 HUC28-2TF 5808.130 Uniform Loads(plf) HU41 OTF 5808.85 HUC310 5808.131 Vert:1-3=-45,4-6=-420(F=-400) HU412 5808.86 HUC310-2 5808.132 I HU412TF 5808.87 HUC31 OTF 5808.133 i i I ; 1 Job Truss Truss Type Qty Ply Palms @ Fleet Landing- Estate Home 17274 A11 COMMON 3 1 Job Reference o tional _ j Granger Lumber-Hardware Inc.,Jacksonville,FL 6.300 s-Apr 19 2006 MiTek Industries,Inc. Fri Sep 22 15:16:00 2006 Page 1 Y -4-2-10 3-5-6 8-4-4 13-6-4 4-2-10 3-5-6 4-10-13 5-2-0 Simpson Strong-Tie Florida Statewide Product Approval Index 01-05-06 4z4= 8-1.=1.31. Products listed in alphabetical order Page 9 4 Product Florida# Product Florida# LUS44 3750.103 MPA144 474.249 LUS46 3750.104 MSC1.81 474.250 e.W!-z 8x8, LUS48 3750.105 MSC2 474.251 1-a I 8 _ LUSC210-2 474.232 MSC4 474.252 414 LUSC214-2 474.233 MST27 1901.48 2-„ 8 LUSC24-2 474.234 MST37 1901.49 2 3.0 4-9 LUSC26-2 474.235 MST48 1901.50 - �ic �� LUSC28-2 474.236 MST60 1901.51 �e LUSC410 474.237 MST72 1901.52 \ LUSC414 474.238 MSTA12 1901.53 1 e LUSC44 474.239 MSTA15 1901.54 LUSC46 474.240 MSTA18 1901.55 �e ;6-7i LUSC48 474.241 MSTA21 1901.56 I _ MA4 474.242 MSTA24 1901.57 _-._. MA6 474.243 MSTA30 1901.58 - 8318= r MA1315 474.244 MSTA36 1901.59 4z10= 3X811 MAB23 474.245 MSTA9 1901.60 3-5-6 1 10-1-6 i 13-6-4 MAS 474.246 MSTAM24 1901.61 3-5-6 6-8-0 3-4-14 MASB 503.24 MSTAM36 1901.62 rPlate Offsets(X,Y): [6:0-2-12.0-2-0] -_---� MBHA3.12/11.25 538.7 MSTC28 1901.63 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP MBHA3.12/9.25 538.8 MSTC40 1901.64 TCLL 20.0 Plates Increase 1.25 TC 0.86 i Vert(LL) -0.05 8-9 >999 360 MT20 244/190 MBHA3.56/11.25 538.9 MSTC48133 1901.65 TCDL 25.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.11 8-9 >999 180 1 BCLL 10.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.01 7 n/a n/a MBHA3.56/11.88 538.10 MSTC52 1901.66 BCDL 10.0 Code FBC2004/TPI2002 (Matrix) weight:99 1b MBHA3.56/14 538.11 MSTC66 1901.67 !LUMBER BRACING MBHA3.56/16 538.12 MSTC66133 1901.68 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,-except MBHA3.56/18 538.13 MSTC78 1901.69 i BOT CHORD 2 X 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MBHA3.56/9.25 538.14 MSTCM40 1901.70 3-10 2 X 4 SYP SS,6-7 2 X 4 SYP No.2 JOINTS 1 Brace at Jt(s):11 MBHA5.50/11.25 538.15 MSTI26 1901.71 MBHA5.50/11.88 538.16 MST136 1901.72 1 REACTIONS (Ib/size) 10=1325/0-6-0,7=793/Mechanical MBHA5.50/14 538.17 MSTI48 1901.73 Max Horz I 0=-1 98(load case 4) MBHA5.50/16 538.18 MST160 1901.74 Max Uplift10=-603(load case 6),7=-294(load case 7) MBHA5.50/18 538.19 MST172 1901.75 Max Gray 10=1325(load case 1),7=806(load case 11) j MBHA5.50/9.25 538.20 MTS12 474.253 FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/76,2-3=-827/769,3-4=-394/379,4-5=-428/306,5-6=-808/363,10-11=-1348/978,3-11=-1348/978,6-7=-768/371 MEGS 5808.180 MTS16 474.254 BOT CHORD 9-10=-149/207,8-9=-275/645,7-8=-120/120 MEG7 5808.181 MTS18 474.255 WEBS 4-9=-134/50,5-9=-468/416,5-8=-19/124,6-8=-113/569,2-11=-660/932,3-9=-246/727 ! META12 1901.40 MTS20 474.256 NOTES (8-10) META14 1901.41 MTS24C 1423.16 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end META16 1901.42 MTS28C 1423.17 zone and C-C Exterior(2)-4-3-7 to 13-4-8 zone;end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33.This truss is META18 1901.43 MTS30 474.257 designed for C-C for members and forces,and for MWFRS for reactions specified. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. M ETA20 1901.44 MTS30C 1423.18 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. META22 1901.45 MTSM16 1423.19 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 603 Ib uplift at joint 10 and 294 Ib uplift at META24 1901.46 MTSM20 1423.20 joint 7. META40 1901.47 MTT28B 503.25 7)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 8)This truss has been designed specifically for Turbo Web MGT 1423.15 MUS26 3750.106 9)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205 MIT 474.247 MU$28 3750.107 10)HUS26-Simpson Hanger(refer to Simpson Strong-Tie catalog for properties) MPA132 474.248 INCA 474.258 LOAD CASE(S)Standard i i Job Truss Truss Type Qty Ply Palms @ Fleet Landing-Estate Home 17274 A10 HIP 1 Job Reference(optional) Granger Lumber-Hardware Inc.,Jacksonville,FL 6.300 s Apr 19 2006 MiTek Industries,Inc. Fri Sep 22 15:15:59 2006 Pyge 1 Simpson Strong-Tie Florida Statewide Product Approval Index 01-05-06 -2-2-10 3-4-3 7-0-0 11-2-1 17-0-9 20-7-12 1 22-7-12 26-10-6 Products listed in alphabetical order Page 10 2-2-10 3-4-3 3-7-14 4-2-1 5-10-8 3-7-3 2-0-0 4-2-10 Scale=1:48. Product Florida# Product Florida# PA18 474.259 PHD2 503.26 PA23 474.260 PHD5 503.27 4x6= 4-7 4x4= 4x4= 4x4= 28 474.261 PHD6 503.28 4 5 e 7 PA35 474.262 PHD8 503.29 A2 -1 , PA51 474.263 PVB10 474.300 I 600 2 3x8PA68 474.264 PVB6 474.301 .4=,� 3 PAHD42 5805.62 RCWB 10 474.302 5, -13 ,2PAI18 474.265 RCWB12 474.303 4X41 16 PA123 474.266 RCWB14 474.304 z 3 5 PA128 474.267 RPS 18 1901.76 PA135 474.268 RPS22 1901.77 PATM25 474.269 RPS28 1901.78 0.18 11-14 PB44 474.270 RR 474.305 5 14 13 12 PB44R 474.271 RSP4 474.306 4x4= 4x8= 41= 4x4= 4x8= 3x16 11 PB46 474.272 RTC24 474.307 PB46R 474.273 RTC42 474.308 PB66 474.274 RTC44 474.309 PB66R 474.275 RTC44 474.310 7-0-0 14-1-5 20-7-12 22-7-12 PBS44A 474.276 SA36 474.311 7-0-0 7-1-5 6-6-7 2-0-0 PBS46 474.277 SDS'/4X1% 1463.45 Plate Offsets(X,Y): (2:0-2-0,0-1-121 PBS66 474.278 SDS'/X2 1463.46 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP PC44 474.279 SDS'/4X2%2 1463.47 TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.02 13-15 >999 360 MT20 244/190 PC44-16 474.280 SDS'/4X3 1463.48 BCL 10.0 Rep StressLumber rincre 11 o WB 0.21 Vert(TL) orz TL 0.01 13 11 >n/a 18a PC46 474.281 SDS'/4X3%2 1463.49 j BCDL 10.0 Code FBC2004/TPI2002 (Matrix) ( ) Weight:3701b PC46-16 474.282 SDS%X4% 1463.50LUMBER BRACING PC48 474.283 SDS%X6 1463.51 7 TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except PC48-16 474.284 SP1 BOT CHORD 2 X 6 SYP No.2 end verticals. 474.312 WEBS 2 X 4 SYP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: PC64 474.285 SP2 474.313 2-16 2 X 4 SYP No.2,8-11 2 X 4 SYP No.2 6-0-0 oc bracing:11-12. JOINTS 1 Brace at Jt(s):17 PC64-16 474.286 SP4 474.314 PC66 474.287 SP6 474.315 1 REACTIONS (Ib/size) 16=1644/0-6-0,11=1879/0-6-0 PC66-16 474.288 SP8 474.316 Max Horz16=263(load case 4) PC68 474.289 SPH4 538.21 Max Upliftl6=-671(load case 5),11=-727(load case 6) j Max Grav16=1659(load case 9),11=1879(load case 1) PC84 474.290 SPH6 538.22 1 FORCES (lb)-Maximum Compression/Maximum Tension PC86 474.291 SPH8 538.23 I TOP CHORD 1-2=0/98,2-3=-79/134,3-4=-1431/517,4-5=-1224/514,5-6=-1267/510,6-7=-384/236,7-8=-500/289,8-9=-635/749, PC88 474.292 SS1.5 474.317 1 9-10 =0/76,2-16=-400/385,11-17=-1959/874,8-17=-1959/874 BOT CHORD 15-16=-464/933,14-15=-603/1391,13-14=-603/1391,12-13=-439/1000,11-12=-146/254 PCT18 1463.41 SS2.5 474.318 WEBS 3-15=-150/406,4-15=-64/279,5-15=-324/260,5-13=-284/200,6-13=-155/592,6-12=-1204/539,7-12=-241/208, PCT23 1463.42 SS3474.319 3-16=-1470/413,9-17=-638/718,8-12=-407/1191 PCT27 1463.43 SS4.5 474.320 NOTES (10-11) PCT38 1463.44 SSP1423.21 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: PF24 474.293 SSW12x10 ! Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. 5113.1 Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. PF24A 474.294 SSW12x7 5113.2 webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply PF26 474.295 SSW12x8 5113.3 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. PF26A 474.296 SSW12x9 5113.4 !3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=16ft;TCDL=4.2psf,BCDL=3.Opsf;Category Il;Exp C;enclosed;MWFRS gable end PFD24 474.297 SSW15x10 5113.5 zone;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. PFD26 474.298 SSW15x11 51 13.6 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PFDS26 474.299 SSW15x12 1 5113.7 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 671 Ib uplift at joint 16 and 727 Ib uplift at joint 11. 9)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 10)This truss has been designed specifically for Turbo Web 11)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205 LOAD CASE(S)Standard i + i t Job Truss Truss Type oty Plv Palms @ Fleet Landing-Estate Home 17274 A14 GABLE 1 1 Job Referenceoptional) Granger Lumber-Hardware Inc.,Jacksonville,FL 6.300 s Apr 19 2006 MiTek Industries,Inc. Fri Sep 22 15:16:02 2006 Page 1 Y -2-2-10 2-2-0 4.4-4H 2-2-10 2-2-0 Simpson Strong-Tie Florida Statewide Product Approval Index 01-05-06 s.� Products listed in alphabetical order Page 7 3 Product Florida# Product Florida# 24 HUC312 5808.134 HUS212-2TF 474.156 2 HUC312-2 5808.135 HUS214-2TF 474.157 HUC312TF 5808.136 HUS26 3750.79 80012 HUC314 5808.137 HUS26-2 3750.80 4-5 HUC314-2 5808.138 HUS26-2TF 474.158 HUC314TF 5808.139 HUS28 3750.81 2$ HUC316 5808.140 HUS28-2 3750.82 HUC34 5808.141 HUS28-2TF 474.159 HUC34TF 5808.142 HUS41O 3750.83 HUC3516/22 5808.143 HUS41OTF 474.160 HUC36 5808.144 HUS412 3750.84 I HUC36TF 5808.145 HUS412TF 474.161 HUC38 5808.146 HUS414TF 474.162 HUC38TF 5808.147 HUS46 3750.85 H U C41O 5808.148 H U S46TF 474.163 HUC41OTF 5808.149 HUS48 3750.86 2. 2-2-0 3x j HUC412 5808.150 HUS48TF 474.164 2-2-0 HUC412TF 5808.151 HUSC21O-2 474.165 �PlateOffsets(Xy): f2:0-0-12.0-5-01 _ --- HUC414 5808.152 HUSC212-2 474.166 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP HUC414TF 5808.153 HUSC26-2 474.167 TCLL 20.0 I Plates Increase 1.25 TC 0.65 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 25.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.09 1 n/r 120 i HUC416 5808.154 HUSC28-2 474.168 BCLL 10.0 Rep Stress Incr YES j WB 0.07 Horz(TL) -0.00 4 n/a n/a HUC416TF 5808.155 HUSC41O 474.169 BCDL 10.0 I Code FBC2004/TP12002 (Matrix) Weight:19 Ib ------- HUC44 5808.156 HUSC412 474.170 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,'except HUC44TF 5808.157 HUSC46 474.171 BOT CHORD 2 X 4 SYP No.2 end verticals. HUC46 5808.158 HUSC48 474.172 WEBS 2 X 4 SYP No.3`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-6 2 x 4 SYP No.2 HUC46TF 5808.159 HW Series 5808.174 HUC48 5808.160 HWU Series 5808.175 REACTIONS (Ib/size) 6=482/2-2-0,5=29/2-2-0,4=-49/2-2-0 HUC48TF 5808.161 ICFLC 1725.3 Max Horz 6=1 51(load case 6) HUC61O 5808.162 ICFLC-CW 1725.4 Max Uplift6=-304(load case 6),5=-91(load case 6),4=-87(load case 10) HUC61 OTF 5808.163 ICFLC-W 1725.5 Max Grav6=482(load case 1),5=33(load case 2),4=88(load case 6) I FORCES (lb)-Maximum Compression/Maximum Tension HUC612 5808.164 ITT 474.173 TOP CHORD 1-2=0/85,2-3=-66/9,3-4=-64/41,2-6=-445/405 HUC612TF 5808.165 IUS1.56/11.88 1463.26 BOT CHORD 5-6=-192/0 WEBS 2-5=00/232/232,,4-5=0/0 HUC614 5808.166 IUS1.56/9.5 1463.27 NOTES (10-11) HUC614TF 5808.167 IUS1.81/11.88 1463.28 1)Unbalanced roof live loads have been considered for this design. HUC616 5808.168 IUS1.81/14 1463.29 2)Wind:ASCE 7-02;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end HUC616TF 5808.169 IUS1.81/9.5 1463.30 zone and C-C Exterior(2)zone; Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MwFRs for reactions specified. HUC66 5808.170 IUS2.37/11.88 1463.31 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" HUC66TF 5808.171 IUS2.37/14 1463.32 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. HUC68 5808.172 IUS2.37/16 1463.33 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)Gable requires continuous bottom chord bearing. HUC68TF 5808.173 IUS2.56/11.88 1463.34 7)Gable studs spaced at 1-4-0 oc. HUS1.81/1O 3750.75 IUS2.56/14 1463.35 8)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. HUS21O 3750.76 IUS2.56/16 1463.36 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 304 Ib uplift at joint 6,91 Ib uplift at joint 5 and 87 Ib uplift atjoint 4. HUS210-2 3750.77 IUS2.56/9.5 1463.37 10)This truss has been designed specifically for Turbo Web HUS21 O-2TF 474.154 I US3.56/11.88 1463.38 11)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205 HUS212 474.155 IUS3.56/14 1463.39 LOAD CASE(S)Standard HUS212-2 1 3750.78 IUS3.56/16 1463.40 Job Truss Truss Type Qty Ply Palms @ Fleet Landing-Estate Home 17274 A13 GABLE 1 1 Job Reference(optional) Granger Lumber-Hardware Inc.,Jacksonville,FL 6.300 s Apr 19 2006 MiTek Industries,Inc. Fri Sep 22 15:16:01 2006 Page 1 10 6-11-0 4 , Simpson Strong-Tie Florida Statewide Product Approval Index 01-05-06 -2-2-2-2-0 6-11-0 Products listed in alphabetical order Page 8k=,_2,.< Product Florida# Product Florida# UT 474.174 LSTA36 1901.36 J57 474.175 LSTA9 1901.37 J813 474.176 LSTHD8 503.22 ! Z' JB210 474.177 LSTHD8RJ 503.23 ` JB212 474.178 LST149 1901.38 JB214 474.179 LST173 1901.39 314 ¢5 8x12„ 11-12 ' JB26 474.180 LSU26 474.209 60012 a,0 JB28 474.181 LTA1 1423.14 2 1-3 JP44 474.1821 LTB20 474.210 L30 474.183 LTB40 474.211 2-1 L50 474.184 LTHJL 474.212 L70 474.185 LTHJR 474.213 I L90 474.186 LTHMA p' 474.214 !J �2 LB210 474.187 LTP4 474.215 LB212 474.188 LTS12 474.216 LB214 474.189 LTS16 474.217 4x4- LB216 474.190 LTS18 474.218 6-11-0 LB26 474.191 LTS20 474.219 6-11-0 LB28 474.192 LTT19 474.220 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP LBV Series 5808.176 LTT206 474.221 TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 25.0 1 Lumber Increase 1.25 BC 0.23 Vert(TL) 0.16 1-2 n/r 120 LCB44 474.193 LTT131474.222 BCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.00 5 n/a n/a j BCDL 10.0 Code FBC2004/TPI2002 (Matrix) i Weight:58 Ib - LCB46 474.194 LU210 474.223 - LCB66 474.195 LU24 474.224 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except f LEGS 5808.177 LU26 474.225 j BOT CHORD 2 x 4 SYP No.2 end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. LEG5 5808.178 LU28 474.226 OTHERS 2 X 4 SYP No.3 LEG7 5808.179 LUP210 474.227 LFTA 474.196 LUP24 474.228 - REACTIONS (Ib/size) 7=477/6-11-0,5=344/6-11-0,6=258/6-11-0 LGT2 1423.13 LUP26 474.229 Max Horz 7=31 1(load case 6) LPC4 474.197 LUP28 474.230 Max Uplift7=-345(load case 6),5=-252(load case 6) LPC6 474.198 LUS210 3750.87 FORCES (lb)-Maximum Compression/Maximum Tension LS30 474.199 LUS210-2 3750.88 j TOP CHORD 2-7=-557/454,1-2=0/85,2-3=-171/0,3-4=-148/90 BOT CHORD 6-7=415/0,5-6=415/0 LS50 474.200 LUS210-3 3750.89 WEBS 4-5=-261/307,2-5=0/423 LS70 474.201 LUS212 474.231 !NOTES (10-11) LS90 474.202 LUS214-2 3750.90 (1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=16ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end LSSU210474.203 LUS24 3750.91 ! zone and C-C Exterior(2)zone; Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. LSSU210-2 474.204 LUS24-2 3750.92 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard LSSU28 474.205 LUS26 3750.93 j Gable End Detail" 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LSSU410 474.206 LUS26-2 3750.94 5)All plates are 2x4 MT20 unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. LSSU125 474.207 LUS26-3 3750.95 7)Gable requires continuous bottom chord bearing. LSSU135 474.208 LUS28 3750.96 8)Gable studs spaced at 1-4-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 Ib uplift at joint 7 and 252 Ib uplift at LSTA12 1901.30 LUS28-2 3750.97 joint 5. LSTA15 1901.31 LUS28-3 3750.98 10)This truss has been designed specifically for Turbo Web 11)Paul DiGiacomo,PE#59660,1210 Lane Ave.S.Jacksonville,FL 32205 LSTA18 1901.32 LUS310 3750.99 LSTA21 1901.33 LUS36 3750.100 LOAD CASE(S)Standard LSTA24 1901.34 LUS410 3750.101 LSTA30 1901.35 ILUS414 3750.102 I i i