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Permits Folder 80 Ardella Roadff, __ ~~~ f ~ ~ ~ Ci V of Atlantic Beach +f =~ t ~- ~ ~ ~~~ Building Department ~~ Certificate of Occupancy .r; ,., 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 is in compliance with the ordinances of the City regulating building construction for the occupancy and use for which the occupancy is classified: Date: September 3, 2009 Permit Number: 08-686 Contractor: S WM Builders Address: 80 Ardella Road Atlantic Beach, Fl 32233 Description of Structure: Residential Permit issued in accordance with: 2004 Florida Building Code Construction Type: ~ Occupancy Class: Residential R-3 Design Occupant Load: N/A Sprinkler System Required: None Special Stipulations/Conditions: None c t MICHAEL GRIFFIN BUII.DING OFFICIAL CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Contractor Name: S ~ f'~ ~ ~ ~f ~ ` Permit #: ~ ~ -' ~? Property Address: ~ b ~ c C:x-~ ~~ c~ 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: ~ 3 ~ ~~ Required As Built FFE The follouring must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. -. - -.._ Public Works (~ - Z~ 9 3 .~ ~' Public Utilities ~ ~ ~ ~ - ~, ~ ~ ~- ~_ ~ ~' %~ Building ___- C (~ --1-r~~ ~ ~~~ v~r~ ~ - ~--r4 ~- Planning ~ ~~-5-~~,~ ~ (o -- ~5 b ~~j~/ Tree Mitigation Satisfied rZ ~ ~ ? ~ G~ Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No Termite Treatment Yes No Brooks, Nancy From: Nodine, Phil Sent: Thursday, September 03, 2009 9:45 AM To: Brooks, Nancy Cc: Carper, Rick Subject: 80 Ardella Road Nancy 80 Ardella has made the improvements to the retention area and Rick as a surgery they are good to go. Thanks Phil Comp. By: RLC Date: 7/10/2009 Public Works Department City of Atlantic Beach Permit No: 08-0686 Address: 80 Ardella Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) 5,750 ftZ Runoff Coefficient Area Lot Area Description (ftZ) (ftZ) "C" Wtd "C" Impervious 0 5,750 1.00 0.00 Pervious 5,750 5,750 0.20 0.20 Runoff Coefficient (C) = 0.20 Runoff Volume V = 0.20 x 5,750 x 9.3 / 12 V = 891 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 5,750 ftZ Runoff Coefficient Area Lot Area Description (ftZ) (ftZ) "C" Wtd "C" Impervious 1,820 5,750 1.00 0.32 Pervious 3,930 5,750 0.20 0.14 Runoff Coefficient (C) = 0.45 Runoff Volume V = 0.45 x 5,750 x 9.3 / 12 V = 2,020 ft3 Required Storage Volume DV = Postdevelopment Ru noff Volume - Predevelopment Runoff Volume DV = 2,020 - 891 DV = 1,128 ft$ Retention 80 Ardelta onsite Retention.xls 7!10!2009 Comp. By: RLC Date: 7/10/2009 Public Works Department City of Atlantic Beach Permit No: 08-0686 Address: 80 Ardella Road Provided Storage: Elevation Area Storage (ft) (ft~) (ft3) 11.4 400 0 12.0 1,189 477 12.0 1,189 477 BOTTOM TOB Required Treatment Volume = 1,128 ft' Supplied Treatment Volume = 477 ft3 Retention 80 Ardella onsite Retention.xls 7!10!2009 W , LL' ~~s~~q ~ww ~ ~' 1 - ~ a- `-t ~l Brooks, Nanc From: Carper, Rick ~- ~~ l,` ~- W o ~ k5 1'\11~.~c~.,~ ~ 1~.~~ Sent: Wednesday, July 08, 2009 10:06 AM a t}~ - ~-' g 3 To: Brooks, Nancy Cc: Graham Shirley; Griffin, Michael; Nodine, Phil Subject: RE: 80 Ardella Rd Nancy, according to survey, as-built volume is less than half of required volume (477CF vs. 1189 CF). That's with a very generous interpretation of his area !volume relationship. Average depth per survey is about 6", approved drainage plan depth was 15". Not approved for CO (although appearances are that someone is already living in the house -garbage can and recycle bin are out for collection, boat parked in driveway). Rick From: Brooks, Nancy Sent: Wednesday, July 08, 2009 8:46 AM To: Carper, Rick Subject: RE: 80 Ardella Rd Good morning Rick. I was out yesterday but understand that Shirley scanned and emailed you a copy of the final survey for 80 Ardella which has the storage area and drive documented. Is it o.k. now to issue a CO for this property? Nancy From: Carper, Rick Sent: Tuesday, July 07, 2009 1:28 PM To: Graham Shirley Cc: Brooks, Nancy Subject: RE: 80 Ardella Rd Shirley, I do not recall and have no record of ever receiving the as-built survey documenting the on-site storage area. I spoke with Will Prosser on 6/25 and told him what was required - he said he would get surveyor back out to document storage area construction and to add driveway to final survey (copy of what Nancy forwarded to me 6/25 attached). Rick « File: 80 Ardella Road survey » From: Graham Shirley Sent: Tuesday, July 07, 2009 12:47 PM To: Carper, Rick Subject: 80 Ardella Rd Just to double check ...PW is good with this CO. Shirley Brooks, Nancy From: Carper, Rick Sent: Thursday, June 25, 2009 11:21 AM To: Brooks, Nancy Subject: 80 Ardella Nancy, this is his approved plan for on-site storage. Rick 9k~ Ardella-80 (08-686).tif _ ' w ~~ City of Alisntic Beach ~ ~°~ ~ a~ Phone (904) 247-6826 • Fax (904) 247.5845 E-ma~ bt~ding•depl~ooeib.us City web-ails: I~IpJ/www.voabtat BUILDING PERMIT REVIEW AND TRACKING FORM Property Address: ~d f~ rah 1/~i Applicant: ~ ~ /~ ~. La~~S Pro)ect: f 11 ~u~ ~'~11 ~ ~ ~n ~ .~_. I Other Agency Rsviepv or Permit Requhmi ~ ~~ Dusts Florida Dept. of Envinonrr~enml Protection Fbrida Dept of Tnu~portation ~. Johns River Wetaer Management DietricX Amy Corps of Engineers Diviabn of Hotels artd Reatsixar~t Division of AkmtwYc Betierages and Tobeooo Olher. APPLICATIAN STATt1S Reviewing Department Flrst Review: Denied. . (Cinde one.) Comments: ~ ~ L~ • ~ _ ~j T'~ `~. BUILDING PLANN{NG ~ ZONING PUBLIC WORKS ~ J Reviewed by: ~ Daee: ~j 4 ~ PUBUC UTILITIES Second Review: proved as revised. [Denied. r PUBUC sA ET ??~~ ' Comments: ~ti~ ~ ~'- ~~ Cern >~h C r) ~..~ ~ f~.~ F i FIRE SERVICES / Reviewed by: Date: ~ ~/ ~ Third Review: QApproved as revised. ^Denied. Comments: Reviewed by: Gate: m v m d N V N ~- N z c°~ J 3 LL7 O~ N tV T rT O f4 CP r N lF1 m m N 1f7 tD m 07196/48 SWM Buikiens 8686; 80 Ardetla Road Plum ' Ro NIA NIA ~A4oais Call iNiB-487-4220 Pass 07/18!48 SVJM Builders 8668 84 Ardella Road Slab iWA NIA ~Wlorris :Call WTI-487.4220 :Pass 47130108-•SWM Bufildtrs 8886 80 Ardefla Road Roof1V11a11 Nab N1A WA :Morris Ca11 Wi11~i87-4224 • Pass 08I07AD8 SWM Builders 1 8686.80 Ardelta Road D M NJA N}IA Morris Caa W~-487-~Z20 Pass 08/07/48 SWMBudders 8~{80ArdellaRoad Frert~ NIA :N1A !Morris =Noonish Pass 08!07/08 SWM Builders 8688 80 Ardella Read 'Electric Cover • NIA NIA 'Moms Pass 08107/08 SWM Buddera 8888 $0 ArdeBa Road ' Mechardcal Ro N!A Nl/A Morris .Pass 48/07/08 SWiA Builders 8686.80 Arde!{a Road P1 Ta Ou N1A NIA iMorrie ~ Pass 08108/08 SWM Builders ~ 8B86~80Ardella Road ,insulation ;NIA NIA `Mortss Cab Wig-487-4224 Pass 09129!08 SWM Builders 8688 80 Ardella Road 'Electric Fiinaf N!A N1A Morris Cad WiY~87-4220 ;Pass 09129/48 SWM Buiders 8886 80 ArdeNa Road Mechanical Final ldlA WA Mom paw 0!}129108 SWM Builders 8886,80Ar~Na Road P-umbin Final ':Nlk :NiA .Mortfs ,Pass 48/2Bl08;SWM Builders 86$6`80AMefla Road ~eu~ ' Final {N!A NIA lMorsis 'Pass tnsPeclions for 6195!04 06!1512809 15:27 ~1 9049972295 WOLF CUN5TR SERVICES PaGE e1lea 3047-1 St. Johns Bluff Road South Jacksomllie, Florida 32246 Tel. (904) 997-3233 Fax (9o4j 897-2295 WOLF CONSTRUCTION SERVICES, INC. FACSIMfLE TRANSMITTAL ~y~ Date: ~ ~~ ~-''"1 To: T'f'T~Lf~~ ~~ • ,~~ ~ Fax Na.~ Tel. No.: Attention: ~,n ~ h Subjea~ Project No. Attached Please Find ~, pages, including this cover sheet. (~ Memorandum ^ Qua4i~cations ^ letter of interest ^ Report MessaBe~ Comments: (~..,,, h!ie anv uQ estiQns or difficulty receivinc this facsimile nlgase call (9d4) 997-3233 We Transmit the Fdlowing: ~ Final Certification ^ Service Authorization Sheet ^ Invoice Proposal -~ Cif t ~ ~,.o `fa -C-~llu~ i ,~ SINCERELY, v WOLF CONSTRUCTION SERVICES, INC. a C l~~ I~-S GUre.. ~~~• cc: WOLF-02-2007 Rev.08l2007 06/15/2009 15:27 9049972295 WOLF GONSTR SERVICES PAGE 02/04 ., :'t . ~ .~ . w ~,~~ WO.GFCONSTRUC.TIpNSERVICES, INC. lone 1 S, 2009 Nlr. Michael Griffin, Building O~Fftcial Atlantic Beach. Building Department 840 Seminole Road. Atlantic Beach, Fl 32233 Subject: Permit No. 8686 SO Ardella Road S WM guilders Dear Mr. Crri:fi-in: Please accept this letter as a .request for Ceztifieate of ~ecupancy to be issued ov. the subject project. Attached you will find a report for all inspections performed by Woli' Constriction Services. In accordance with. Florida Statute 553.791 and the requirements established by the City of Atlantic Beach, this is to certify that I, or my approved duly authorized t~epresentative performed all the attached inspections, and certify that the work inspected was according to Code. Further, I, including my employees, agents and sub-consultants, shall hold harmless, and indemnify tb~c County, its directors, officers, employees, representatives, and agents against any claim, action, loss, damage, injury liability, cost and expense of whatsoever kind of nature (including, but not by way of ittaitation, attorney's fees and court vests) arise out of injury (whether mental or corporeal) to persons, including death, or damage to property, arising out of or incidental to me, my employees, agents, and/or soh-consultants' for work performed hereunder including, but not limited to sll omissions or corrections to documents. This indemnification agrecmea~t is separate and a part fm~nrm and in no way limited by, any insurance provided pureuant to this agreement or otherwise. l further confirm that no individual, corporation, partnership, joint venture yr other legal entity, or any employee ttxercof that has pravidcd any part of this inspection service, has laid any part in the design, permitting, or has any ownership interest of any kind in the referenced project. To the Vest of my knowledge and belief, the building components and site improvements outlined herein and i»spected under my authority have been completed. in confortt~ance with the approved plans aid the applicable codes Should you have any questions or need further information please feel free to call. Sincerely, .• _ ' - WOLF C01~~',RU.C~.,~4~Sig'RTIfEES, INC. Datuiel G. ~laydes; k'.E._ .~°=~:5 -E'`1 ,~. .... 3047-1 S!. JohnS•BtuR.Rostl~oiitli • Jwcksom~ilie, Ftorfda 32216 • Telephone (904) 997.3233 • Fax (9W) 997.2295 ~, ,~ WOLF CONSTRUCTION SERVICES, INC. June 15, 2009 Mr. Michael Griffin, Building Official Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Fl 32233 Subject: Permit No. 8686 80 Ardella Road SWM Builders Dear Mr. Griffin: Please accept this letter as a request for Certificate of Occupancy to be issued on the subject project. Attached you will find a report for all inspections performed by Wolf Construction Services. In accordance with Florida Statute 553.791 and the requirements established by the City of Atlantic Beach, this is to certify that I, or my approved duly authorized representative performed all the attached inspections, and certify that the work inspected was according to Code. Further, I, including my employees, agents and sub-consultants, shall hold harmless, and indemnify the County, its directors, officers, employees, representatives, and agents against any claim, action, loss, damage, injury liability, cost and expense of whatsoever kind of nature (including, but not by way of imitation, attorney's fees and court costs) arise out of injury (whether mental or corporeal) to persons, including death, or damage to property, arising out of or incidental to me, my employees, agents, and/or sub-consultants' for work performed hereunder including, but not limited to all omissions or corrections to documents. This indemnification agreement is separate and a part from and in no way limited by, any insurance provided pursuant to this agreement or otherwise. I further confirm that no individual, corporation, partnership, joint venture or other legal entity, or any employee thereof that has provided any part of this inspection service, has had any part in the design, permitting, or has any ownership interest of any kind in the referenced project. To the best of my knowledge and belief, the building components and site improvements outlined herein and inspected under my authority have been completed in conformance with the approved plans and the applicable codes Should you have any questions or need further information please feel free to call. Sincerely, WOLF CONSTRIICTIOI~rSERVICES, INC. ~ ~~ ~ ~ Daniel G. Blayctes, P.E. ~ -(5 "O`1 3047-1 St. Johns Bluff 12o~d Soutih • Jacksonville, Florida 32246 • Telephone (904) 997-3233 • Fax (904) 997-2295 __ _v.__, ~ ``~ - r: ~` -~ "- \~_i 1~ -.~ , .;~ . ~,,.~ ~} ~, ~ ~ .: ~' ~ ~'" June 9, 2009 800 Seminole Road Atlantic Beach, Florida 32233 Telephone (904} 247-5800 FAX (904} 247-5805 SWM Builders, Inc. ~~ 1096 Ingleside Ave. ~~ Jacksonville, FL 32205 ~ ,~~~ d Re: Expired Building Permit at Address 80 Ardella Rd. °~ Dear Contractor ~V ~,~ ~~a~ This letter is to inform you that permit number 08-686 issued for work at the above referenced address has expired on February 7, 2009 in accordance with the Florida Building Code Section 105.4. i which states "Every permit shall become invalid unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the time the work is commenced." Work is considered abandoned when an approved inspection is not obtained within asix-month period. Failure to obtain an approved inspection within the next thirty days will result in this matter being referred to the Code Enforcement Board which may impose fines of up to $250 per day for doing work without the proper permits. Your cooperation is requested, if you have any questions, or need additional information please contact my office at 904-247-5826. Sincerely, Michael Griffin, CBO, CFM Building Official XC: Jim Hanson, City Manager Alex Sherrer, Code Enforcement Qfficer FROM FAX NO. Tul. 28 2008 11:QEiAt1 P1 ( ~/tl , lti'i t K~ J ~0 N~ S. IrAAP ~HOWIW~C~; BOUNDARY SUR~/~Y AF THE Ens l UNF NAl f OF A 1'AN I' Or COVERNMEN I LUGS 2 AND 3, .`.;[C IIUN 17, TOWN:3FIIF+ Z 5UU I H, RANrF 79 rA~,T, DFSCRIDCD /~S hCK.LOWS: k3EGINNiNC AT THE INIEtiSh(:TION Of THE NU22)H IINF OF l'ASTRO Y. htF2RFR C;RANT 51i(]WN IN FIAT RFCOR[ICD IN t'LAI' F300K A, PAGE 4 OF 'fhlr Pl1QLIC RECUHD:i OF DUVAI t,Ol,1NTY, WIIN TIIF rA;T LINt Ut LUT':+, SiFC,T10N 17, T9WN'_;hi4F' ? Spl)TH, RAN(;t 'L:1 FA T, AND kiJNNIN(i IHh.NI;h" NORTH gLtjNG ;;AIU f.:AST I,INC GOVERNMENT LUI ,i.• 16 /.? rCCT TO A PUINI. WHICH FS THE ~OIN'f (& F3LC,TNNINC Or Tllr_ LOTS HEt2EliY CONVfYrf); RL)NNING THENCt WE:;1' ,50 Frr.T; TIIENCt NUfi'I'H 11.'i FFF.T 7U T1 IC tiUU IH LINL Uh A 30 FOOT ROAD: IHtNC't EA51' ALONG SOUTH LINt Uh SAID r00T ROAR, 10U httl: 'THENCE SOUTH itL rrrr; TIIFNI;k. wEt;f 50 FEET TU T11C. POINT Or Rf"(:INNLN(; OF iHt LUI HEREBY CONVfYFO AND EttING AL.'~U KNOWN A$ L0T5 17 ANT) 1R f)F NLtJC:K 11i UF' UUNNER'S S/U ACCOROIN(; )U ti11HVh'Y OF I. R. WCLLINCTON, :iUHVFYUH {IINKhC<)HUEU rLAT). CERTIFIER 'L0: SwM riUTI,AER.S. A"""(ix'"'A" fFNSFRI MIF •~ It 84 _... . 4~~lE~LA ROAD r•J/~' ~~s~~ LAS,' IDD.F1f7' ~~., -N DI K " 1/2" .SRR.RD' (R) • AA !k ~ •Lt1t JU. /JiU~ (n/ (tN mu Hoot) ' 7/2' R5.R5• (M) I/1 Ld 3t)%2 Ili 787 2 :yytn.~~ (M) Lt. ,At.. -----~- _x_` . sN..u4 (ATJ Ll.t) (71.1) (11.6)S . __ , . C6 4921 60. A.t' (M) yD'J6'i2. h . M T _D. 1 _ +/ ~~~,~ 1 _' NAN, I% LII:K Ltl L488 ~ x ' ~3~ IM~iIf~~L~Ll~li~ (IN RODS fx' ' ~ rv ~ O NAIL a OISK ;tR FINE TREE) ,`. ~' 0. Ltl :+48tl IN 38' ftlNF FLEY -• tS,2R NOYU '29 111 (t3.t) (t J.2) (12.0 x i. %:!! .. ..,.. 1 ~ ~ vVth;T 1 ~7 FA ;T 1~2 i tD ,~ r !! w ~' .t tt , K O 15.1) (73.3) 'q• ~ fit ~ ~ 4. vi tD ^ I 0 'r•,1 i~ v ECL'YATION Df F(N2M ~ `ti .,,t F-• (7 ~ ,< . ~ ~ ~ E04Rh8 - 13.44 I ~ . >- 4J n ~ `r i ih m ~ A.K.A. ' ' -_ A K A I O 123 I , . . I.U'1 l) 13LUGK 16 23LOCK lEj Uf1NNFR'S SUBDIVISION ~~? t~l I nDNNCR's sue171vlsroN ,.),,t (12.4) (il.. u >. ~- ( ' ~ f'01NT O/~ , i J9EC..lNNlNC :}'~ \ n~, `~ ,y! r), qq (~ Qd' (IL..)) ) -. .- ._~X.~.-7(t.l 44.7 ~ (M) -.. _. - .._ _. 1~----k'--- x' . wE,T gn.(NT (r,) ... 4xt F:.M. wE3T ;10,00' (R) 0.8' t/~, I/2' r P: w/Pln e.9.9.9" (M) (UNI)ek YgNE I n 3877 NOTE: fl NATIONS ART' ~ ) bASLU UN NGVL7 '19 7~t ~ ,p~(~• R~1' r('j J ROOT CQYERNMENT lD? 3 EAST LINE. OF - %~ pn~~` ~F fDVI'RNMFNT 1.07 1 Rrvlsrn: ?~F,-os-zoos DDVCRNMENT L p,~,~~NG~'MF.N9' JUL4 NU.: .Say4L -" - '-' -LOT 3 - - _ _ _ _, N(if:Til IINF OF f'.ASTRO Y fL'ftREft CtNANI fU SHUW tLEVAITUNS - ' ' - - • - fLOQi CfKlf. '•K" . AREAS f1C1TCYWlA lA RC fKJTNM M 0.71[ ANNtIAI f%fANfx: A.OfKJ PLAN FLOW Lt1Nk "x 1'JNNICU)" - ANCAy uh 0.]i ANtWAI Gt IANCC ILMR AnCAD d' 7N ANNtW ff1At/Cd' t11M AVFNA711 IMP MR F1F t l i"!i MAN I fTK1t DR YFtN ONAWA/1F. A1t-A~ C~+i 4u%Ji t il1VARC RIL :AND Ar:cAS FnfJ¢cTCO DY u+ccD ntaN ix ANN11V. Gf1ANOf' /t MK7. /~, ASSOCIATED SURVEYORS INC. ~J LAND B ENGINEERING SURVEYS .- ~ 3846 C~lANO1NG DOULCVARD ~ ~ .lACKS;ONVILI.t, FLUI2IUA .SIJi(1 ~ @. A01-771-6afiA n p ~ .. _ CEkTIFICATF. DF AUIHUNIlAiIUN NU. Lb (>VUSabb l HL22ttiYl;ttiilFY IHi~~ SUFtVh.Y WAS t)()Nt. UNUtFt MY B.KpEMIq DIRECT Sl1PFR'VISION ANO MrFT; THE MINiMl1M TF("IINICAL U SET IRON PIPE OR RF.RAR STANDARDS FOR LAND SURVf.Y1NS> F'uRSUANT TO CHAPTER ^gs;ocsultvEY" off Ltl.oane 61G17-• FLORIDA nDM ST IVE 'UU CHAN R a'12. F.S. • I (wNU IRON PIN or, PIPE pP; ^ fFN/ND i:DNS`.Rt•It• LAf WIIM4N( (1:.M. RY: ~ x . f:HDSs I:ut uN uwl I. HOt F (R) _. RECORD <M) = MI:gSUtt(:D CH RL B. HAIL Eht FLOfitDA CE tCATE N0. ;i77i N. -• HAUIU5 L. m AkC L[ cTH C RLE5 L. STARLIN FLORIDA C 'fIFICATE N0. 4:'i79 D.R.t3. =OFFICUL FECORD DUOK RAYMOND J. CI1AlfF „R FI,URIDA C.F.RTIFICATF N(?. G1.52 O.R.v. --OFFII`.NL RETX)RD vtx UMF P.R.M. = PE1tMANE,N1 RL'fEREN(:E hpNI1MEN1 J09 N0. _5,71!1„ DATE U5-U1-2O0E3 R;R.L. = 8411LOLNG RESTRICTION I)NF L'.I. =ELECTRIC 7RANSh'UHMEIi k PAL SCALE: _ 1"~>s 20'•~ _ ~ DRAFTER S. SPURUNG .LF.A. -.IIICKSONVIl1E ELECTRIC AIJf1i0Rm 1. ANGLES AS ;MOWN ON 1}IIS Sl1RVEY. 7.PROPFRTY SHOWN HFRf.ON LIE'i Wltl•IIN I'LUUU ZONE x AS BEST Of.Tf.RMINEO FROM f.F,.M.A. FI tNX1 MAT'S NANLI. NU.. I DATCOt3a 17, • tO80 3. THIS IS A SURfA4'C SURVEY ONLY, THE EXTENT t)F 11N17fk(:kOUND FOOTINGS, PIPES AND UTILITIES, IF ANY, NOT pETERMINF_D. 4..1lINISgICIIt)NAI, aNll/!)N fNVIkONMFNTAUY SCNSITIVC AREAS IF ANY. NUI I tx:A1117 HY IHIS !tI1NVF,Y. ~t, THIS SURVEY fiASED ON L[GAL DL:SCRIPTIONS FURNISHLU. IMF NURI If: RCClNtD5 'NCR[ NOT S[ARC11L0 DY T11S SURVEYOR FOR FASFMFNI, Illlh f:UVFNANI:;, H.K.L.~;, RF'51HICIIUNS, CI.OSUkCS, TAKINGS OR ORDINANCES, ETC. THERE COULD BE OTHER MATTER, OF RECORD THAT AF)•h(:I Ual;+ F+gi:CU. s.uNl.r'S; UIHFHMASF,'ilAlfD All IHDN NIPFS FOUND 11AVC NO tOCNT1rICAT10N. - PDIM OF L'UI+'VE CUYU - Cl')VEI2L'D s I+Olwr Uf IANrI'NCY F.H.-ELECTPor, BOX ;.(;. a POINT OF REVERSE i,URVE :.a. - t'ON+T DF DDUnn1 WD r.1IRVF I - COMPITTEO DATA H/w = RIC+rt OF WAY NC. =CONCRETE D.T. = HUILUtNG ITE c .AIR I;t>NDmoNLlt (E.T.) - CAVL" nc ) m WATER METER .p, - UTILITY POL F. :D. -POOL. f.M1M1MENT -s: DiIY ANCHOR U.- = iJtVER4HEAD UTILinl.:i GI s CItUItO W WREN FENCE ~D- 0 WOOUCtENCE ~ R = f,.fiVFNANTS k RESYRIC710NS NU1 VAUU wI1HUUl IHt ~;IGNAIVRt ANU 'IHt UNIGINA,L kAISEO SEAL OF A FLORIDA I ICFNS APR 03,2008 04:07P Alliance Permitting Serv 9094060337 • ' % CITY OF ATLJ~NTIC BEACN Q !rr! .. { . aW Sk~aNd.E ROAD. ATLANTIC BEACH. FL ~22>, Ov ~ ,-.~ :1. • • . i• ^ ' • OFFICE: leeg2~7•Si20 ~ fA%NO.:laatt+raelS eu11.OMIC.oEPT~COAe.U3 ` -. ~: L~ BUILDMiG PERMIT APPUCAT{ON ` ~ A~ COUNTY ~oetoac ewavlwoN .,., ::w - ~Y. 9. tii~4Ew twx owo O oEMOu7ww O Audi IKIN O CON1rERTI1K: trSE -• OnLTERATWrr .. QACCES30RYeloo. p r~PAMt o Pool ! ®A e n.....r ~..... '~~~' M 10. A[>!>I~eS: t r. S7ATE OF L1GEN9E 15- eiATE OF iLORE/A IICEttSE No. ,e. At-OpEel: 1 ~y za. AooRCSS: r+. of • -~ tt fAx No.: te. of MrOteE: io. FAx Na: D ~-7l 361 i7$,s` n. OFFICE p-tota:: ly. cAx No: ~. c~{.L WNON~;~ ~- ~ ~ 4 -''I t ~L .CELL PMOt~~ o ~F -'faG,~y~9 zv./:EU PHOre:: ],. NAME: Application is hereby merle b. oblBin a pormd to do the work and k-statlstions a ind'icaled. 1 csrtiy tltat tw work or inshsatiott has cornalenoed prior b the issusrros d a permit and tl+at aY wodl wIN be peAormed b ntset the standards of aM laws regubting oonetnretion in nlia )urisdidion. Tltis permit becofrtes nuN and void N work is not oontmerked within sac (ti) morahs, or if oottstructiat a work is suspended or ebanefoned for a period of six (~ months at any time slier work n oottunenoed. 1 understand Ytat separate pera+its must be Eec+xed for O1NNEfl'S AFFNiAVIT - 1 eeAly that eN the forogoir+y infomtayiort is sccltntle uId dnf ~ work veiN t» done •n eompiartos wiat as app`tabla laws rogulalinp oonatruetion and zortinp. l wiM not occupy or use the referenced or sty pat itterol, utMil all inepocGons are finalad and prior to oblaininp a oeRlBcate o/ oaxlpautoy or oomplstion issued by pre building oftciar, ac squired by law. >~ WARNING TO OWNER: *** YOUR FAI4URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE 6EFORE THE FIRST INSPECT~N. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR alas ms silo ~_ eery of ~ ~ ~'<~ ~ , 2008k1 ats courMY d Duval. S1sN d F/bdds.//I+ss pslse+rrY sppss+rtA yet ~H oc`~ y ~V l d .~~t ''- ~ hewn qr hrtasll / Iwse11 alma Ihst at and dadaratian ant uw std aaurav. Nmary Pvbtc al targc, Slak nt ~,_. cwnty d ~"".~r ~' a." . . 7C~ ~~'_ , Naar Sgnal +~'`~T~ ELAiNA ROSECHMURA CWIO FORM DOD~:IMMISSION # DD5g5600 l~.~~p'~ EXP{RES: Aug. 16.2010 (107y X8•.0159 Plaids NWroy Swviw.can Ylia _~ darY W ~~ . ZDOt A Mrs m6ny a yq1 Fbtlee, hq nt»sorMM spbssnd I by Ilimeae f Ililielli~ alfetns that all > a~ dedsrakons as an0 aeaaaN. rr r+u~c ~ r,sro.. 9tats a ~. t?o1A+tr d ~,o.e •- ~r ,p~`TP~ ELAINA ROSE CHMURA .~ ~ MY COMMISSION # DD5g56pp ~'~aFt~o~ !:?(PIKES: Aug. 16, 2010 (~ ~8-0153 Florida No1uy SerWce.axn page_ ~~ City of Atlantic Beach Building Department 800 Seminole Road Attan6c Beach, Florida 32233-5445 ~- ~ Phone (944) 247-5826 Fax (904) 247-5845 E-mail: building-depta~ab.us City web-site: http://www.coab.us PER11~1T APPLICATION NUMBER (To be assigned by, the Building Department.). ~3(S -- Ola` ~ Date rowted: Ste'/~ ~~ ~: BUILDING PERMIT REVIEW AND TRACKING FORM Propeciy Address: ~~ ~ I" ~~ ~14~i Applicant: ~ ~ /~ ~Z~, ~ Lo% Project: ~~lU c~i i~/~ ~ ~, I~"u m ~ De arhnent review re wired Yes No uildi nnin & Zon u lic o iic Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation 5t. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Ak~ohotic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ^Denied. (Circle one.) Comments: BUILDING PLANNIN ZONI G R i d b ~1 ~,~/ D S' t `~--C~ PU ORKS ewe ev . a e: -. o PUB C I IES Second Review: []Approved as revised. ^Denied. Comments: PUBLIC SAFETY FIRE SERVICES y Reviewed by: Date: Third Review: Approved as revised. ^Denied. Comments: Reviewed by: Date: Public Utilities --Distribution & Collection ,~~~f 9-D~ Initials: Date: Project Name/Address: ~~ ~~~~, ApplicationlPermit #: Check Box . Application Tracking Comments To Add Comment Avoid damage to underground waterlsewer utilities. Verify vertical and horizontal , location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ^ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ^ A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete hox with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone Backflow preventer must be installed if irrigation will be _ provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester• and a copy of the results sent to Publie Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate Backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for Backflow ^ requirements. At a minimum, will require double check Backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters lazger than 2" must ^ be installed in a vault as noted in JEA specifications. ~iQ'a"-t,V ~7t7°'e ~ ^ r ~G F:1P1anReviewComments-PU.doc APR 03,2006 09:07P Alliance Permitting Serv 9094060337 page;- :- , cm of ATUaTtc et:acn 0$- . ~.( (.... ~~ .. { ~ MW SLira~lOt,E ROAD. ATLANTIC eE1tCN. R J?2Ji . OFFICE:fEC~)2~7•SY!O~FNtNq.:1EM1Z•JdM3 ,.` .. ~!&OPT~OOAO.US .~?- ~~• BUILDMtG PERMIT APPLICt1TlON rii'I~rat f'AIINTY i t. ~ ~ ~~ ~~~~ . .. .... .. . . ,.- .. - ".! w RUII oao O o~rousroN sE>ENTyI Lor eloac ew owtwoN O Auw i K,N O coNVERnir~ use Q` ftc :a - -•'•• ~~`- OALTERATiDN OACCElSORYtKOQ r4 ~~~" . : _ • I . • • ~JV: ` ~ f~ ~ ` ~ r~C~, e O i~PAgl ~ POOL /!N'A YE6 WA CS T 1 le.kR :,. r:,_ fir: _ .ie~~ ,_~_, !1. AME: 15. COMPANY PMME: b. COMPANY fillAle' SW .- ~G ~ ~ j h' ,~ lE. faille ll ~S yt. LrCENSfiE rIMAE _` C,v 1 10. Aoo`11E d: ~~'a„~,G ~ ~ tl ~- . 3567-1 L . TATE Of t Ol~ ~ 75 STATE of cIORIDA L.IC N0: ,S.ADt>~E&!: 1,py , JA.ADDRCU: ~~ ~ ~ ~ 3 2. z Zs' ~- u. 3z-~s~- ,,. E - ~ t3 EAx NO.: tt. J / J' !' ?o. FAX N'Qn, `7$~ I D1 S / J J Yl. OCfICE PMONF: 2!. CAIf NQ: ,~ ~u , 33 _ i~L .-~ro ~ O ~ .1:lt.t. PMONE 29. CELL rNOME: 1.. eMArl ADfME9l: 42. E4NL ADpREST. ~>" ~~~ aD. EWM. ADONi6C It, NAME: 90. NANO; . NMIk: J2 AOORESS: ~. A00(~SS: AopRe99: AppllCal11011 i! hereby mode to obtain r permit 10 d0 dte WOtk and iralENaliOrls ~ eldicated. I cartity tlult no work a insW4tigt tw! corrlmnfoed prior b the ilsuarros d r pem+it and tl+at ati woAt wit be perbnTled b trtset the stesldards of d bws regubling oornstructiDO b tttia )LrildiCtiort. This permit baoomrs nt11 and void N Work is not cannLetlCed within six (8) mons+a, o- iF ocx+struclion or worst is cucpended ar eberWoned ror a period or cix (e) morLdSS at any time after work i! otlmmenoed, i understand that separate porrrits must be seaetiet for Ellcbfeal vVork, W YYalls, Poole. Fta~naots, 8oile NrEtlrr3. Tanks. Ilk CenrftderNts. eto. OMINf~CB AFFIDAVIT' - 1 CrriNy Nt1lt ell the fo-egoitg irrforrrrYon is aeetxeta and the ~ wodt wit ba dorta in oompiac>ca wiet M appGtabia Isvcs rsg-Aating oorutruction and zortinp. I wit not ocoupy or use the ra~lerenced tRrtldrlg ar lrty part 1t+erof, unW ~1 irlsprctior-s are Mated and prior to ot>faininp a osrttkate of oC(arpanry or icsuad by the txetdirtp official. ae roqulrrd by taw. 14~IMf WARIWNG T O OWNER: **~ YOUR FAILURE TO RECORD A NOTICE OF CO MMENCEMENT MAY RESULT !N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOU R PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTA IN FINANCING, CONSULT WRH YOUR LENDER OR AN ATTORNEY BEFORE RECOR DING YOUR NOTICE F COMMENCEMENT. ~ ggnW: Data asrora Rte eat y day of !'<~ . 200$MI tM txwrMy d tlerore (I+ia ~ aay o<~_~. 7007 of qugl. orals o1 FbAda, hss prnerrlfl nd F Ilea ~ind scan f>r fnrtuaR! fterxtf Nlkms ~ aw sLwetA Ins and dEtlaratituls an by ltima0 ~ atw affirms that a! stallaltents s~ d.ctartluoas an uw and aceurala. Notary Pubic at La9i, State d ~_. cwnty a and aeewata. 1>uDMC M lerpa, stns or ~_. Countyol O v-wwMlr ~ ,j~, ~,, i j ta~rs°"'M-' K ' . 'N itH ! wry +4`~T~ ELAINAROSECHMURA CMrFOIIM DeO~p: 11L1rf~MMfSS10N # DD385600 ~~aple EXPIRES: Aug. 16.2010 (~ 39&0159 Fladde Natmy Senicetwm ,p~`T~ ELAINA ROSE CHMURA .~ ~~@~ MY COMMISSION # DDSfti600 ~~1'pF~,o" EXPIRES: Aug. 16, 2010 (f07) ~B•Ot 53 Honda 1'~Y ServM:e.c6m CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00001294 Date 9/25/08 Property Address 80 ARDELLA RD Application type description FENCE PERMIT Property Zoning COMMERCIAL, GENERAL Application valuation 0 ---------------------------------------------------------------------------- Application desc 6FT FENCE Owner ------------------------ MCALLISTER ATLANTIC BEACH FL 32233 Contractor ------------------------ SWM BUILDERS INC 1096 INGLESIDE AVE JACKSONVILLE FL 32205 ---------------------------------------------------------------------------- Permit FENCE PERMIT Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 3/24/09 ---------------------------------------------------------------------------- Special Notes and Comments 1) Drawing is incorrect; missing fence height and material type, drawing of home on plot is not correct. 2) Valuation of job missing. * Fence is not allowed to be Eft. tall going past the edge; being the corner nearest the street. *2004 FLROIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING-DEPTQCOAB.US ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 PERMTT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s r ~~" J ~~ .'-. ~'jk ~~ "y~. ,:. City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) ~~ - ~ag~ Date routed: APPLICATION REVIEW AND TRACKING FORM D ent review required Yes No i ing Pu ' u afety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ^Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING ~ PUBLIC WORKS Reviewed by: Date: ~ ~ PUBLIC UTILITIES Second Review: ^Approved as revised. ^Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ^Approved as revised. ^Denied. Comments: Reviewed by: Date: ,.«./ _. `~ ~~`' . WOLF CONSTR UCTION SERVICES, INC. INSPECTIONS CERTIFIED BY PRIVATE PROVIDER To be submitted per Discipline (Mechanical, Electrical, Plumbing, Building) Name of Private Provider Approved bjy theme City off Atlantic Beaoch,Blld. Dept.:WOLF CONSTRUCTION SERVICES, INC Job Address: ~ i' I K-~LJ ~iC..l..~ f V Base Permit No./Type/Year: !JV ~ B~~ Interim Report Final Report X (Check One) Name of Contractor or Qualifier: ~ W ~ ~J~ ~ L.~~~ In accordance with Florida Statute 553.791 and the requirements established by the City of Atlantic Beach Building Department, this is to certify that I, or my approved duly authorized representative performed all the inspections listed below, and certify that the work inspected was according to Code. Further, I, including my employees, agents and sub-consultants, shall hold harmless, and indemnify the County, its directors, officers, employees, representatives, and agents against any claim, action, loss, damage, injury liability, cost and expense of whatsoever kind of nature (including, but not by way of imitation, attorney's fees and court costs) arise out of injury (whether mental or corporeal) to persons, including death, or damage to property, arising out of or incidental to me, my employees, agents, and/or sub-consultants' for work performed hereunder including, but not limited to all omissions or corrections to documents. This indemnification agreement is separate and a part from and in no way limited by, any insurance provided pursuant to this agreement or otherwise. I further confirm that no individual, corporation, partnership, joint venture or other legal entity, or any employee thereof that has provided any part of this inspection service, has had any part in the design, permitting, or has any ownership interest of any kind in the referenced project. ....~ Daniel G. Blaydes, P.E. i ~ ~ ~ Wolf Construction Services, Inc. (Signature of Consu nt) 3074-1 St. Johns Bluff Road S (Seal) ~ -<S `0 ~ Jacksonville, FL 32246 ALL INTERIM AND FINAL REPORTS MUST BE SIGNED AND SEALED Permit Type Assoc. Permit No, Date Performed Inspection Code & Signature of Person Descri tion Certi in Ins ection Buildin -i ~ n. UJci t ~ Nat, f o 3047-1 St. Johns Bluff Road South • Jacksonville, Florida 32246 • Telephone (904) 997-3233 • Fax (904) 997-2295 07/16!08 SWM Builders 8686 80 Ardella Road Plumbing Rough N/A N/A Morris Call Will-487-4220 Pass 07/18/08 SWM Builders 8686 80 Ardella Road Slab N/A N/A Morris ~ Call Will-487-4220 Pass 07/30/08 SWM Builders 8686 80 Ardella Road Roof/Wall Nail Of N/A N/A Morris ; Call Will-487-4220 ~ Pass 08/07/08 SWM Builders 8686 80 Ardella Road Dry In N/A N/A Morris Call Will-487-4220 Pass _ 08/07/08 SWM Builders 8686 80 Ardella Road Frame NIA _ _ N/A Morris Noonish Pass 08/07/08 SWM Builders 8686 80 Ardella Road Electric Cover U N/A _ __ N/A Morris Pass 08/07/08 SWM Builders 8686 80 Ardella Road Mechanical Roug N/A N/A Morris Pass 08/07/08 SWM Builders 8686 80 Ardella Road Plumbing Top Ou N/A N/A ~ Morris ; Pass 08/08/08 _ SWM Builders 8686 80 Ardella Road Insulation N/A N/A Morris Call Will-487-4220 Pass 09/29/08 SWM Builders 8686 80 Ardella Road _ Electric Final N/A NIA Morris Cafl Wi11-487-4220 ~ Pass 09/29/08 SWM Builders 8686 80 Ardella Road Mechanical Fina! N!A _ N/A V Morris ,Pass 09/29/08 ~ SWM Builders 8686 80 Ardella Road Plumbing Final N/A N/A Morris _ ~ Paass 09/29/081 SWM Builders 8686' 80 Ardella Road Bwldin Final N/A ~ N/A Morris ~ Pass Inspections for 6/15/04 JUN-17-2009' 16:15 BUG OUT SERVICE bugoutservice. com 2471624 5951 Arlington Expressway Jacksonville, Florida 32211 Phone 904-743-8272 Toll Free 1-877-BUG-U-OUT TERMITE TREATMENT RECORD P.O1 Bug Out Service, Inc. verifies to the Builder, Building Inspector, Homeowner, and Lending Institution, in compliance with Florida State Law (Chapter 482-226), 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 Agriculture and Consumer Services. An annual inspection and renewal of the annual termite protection contract is necessary for continued protection. Location of Pro - - ------- perty (Street Address, City and S ate) Lot Block If termite infestation should occur within one year from the date of treatment in this building, Bug Out will retreat the structure using the standards in effect at the time of retreatment. The property owner shall have the option of extending the limited warranty beyond the fast year for no less than four additional years. If during the term of this guarantee, additions or alterations are made which affect the structure and create new termite hazards, or interfere with the treatment method used, this guarantee will become null and void. ~~ Z~tmPllt: Technician Treatment Treatment Record Date Record Time Chemical Used: Premise 75 _ Other Concentration: 0.5% Gallons applied: Method of application: _ Pressure sprayed , Soil rodded _..._ Square footage of soil area treated: Linear ft. of Masonry Voids treated: Tubs and Traps Final Soil Treatment: Wood Treatment: Chemical Used: ~Bora-Care Concentration 1:1 Solution Framing area treated: +f 24 inch barrier treatment _ ~-fl8 Method of Application: ~Pressttre sprayed Gallons Applied ~3•? Baiting System: t7! Sentricon' Product Used: ` Sentricon Colony Elimination System -Linear Feet: _ ~^^Y F„m,.,^~«~ mte^~ Monitoring System: Product Used: Temudor System -Linear Feet: _ TEEItt#1111' Builder: By (Signature): Date: Title: White -Job Site Canary -Job Site Pink -Bug Out Reorder from Rush to Excellence 904.367-0100 Form M4045 Rev 10/24/05 06/15/2009 15:27 9049972295 WOLF CONSTR 5ERVYCES PAGE 03!04 •r w' ^~ WO,GFCp.NST.ii'UCTIO.NS,ER1~'C~E'S, INC. Il~T3FECTIONS CER'>'Ur)[ED BY PRIVATE )hROV~tAER To be submitted per DiscipUne (1V>techanical,E!ectrical, Plurnbiag, Building Name of private Pmvidct Approved by the City of Atlantic Bach 131d. Dcpt.:W t,7~ CONS'['1i,UCTIt~N SERVICT,S. ilv~; Jvb Address: ~~,,,~~~~ [3asc Petmit)`to./TypelYcar: Ul ~ BZ(~? interim Report Final Report X (Check One) Name of Contractor or Qualifier: ~~~ ~ ~.~. ~.d....Z~ ~'^•c~ in accordance with Florida Statute 553.791 and the rpquirarttents established by the City of Atlantic Beach Building I7epartnent, this is to certify that 1, or my approvEd duty authorized represetttativc performed all the inspections listed below, and certify that the work inspccoed waa according to Code. i'utther, I, including my employees, agents and sub-consultants, shall hold harmless, and indemnify tJie County, its directors, officers, employees, representatives, and agents against any claim, action, loss, damage, injury liability, cost and expense of whatsoever kind of nahire (including, but not by way of imitation, attorney's fees and court costs) arise out of injury (whether mental or corporeal) to persons, including death, or damage to property, arising out of or incidental to me, my employees, agents, and/or sub-consultants' for work performed hereunder including, but not limited to aN omissions or corrections to documents. This indemnification agreement is separate and a part ix'om and in no way litnit~d by, any insurance provided pursuant to this agreement or otherwise. 1 further confirm. thaC tt0' individual, corporation, partnership, joint venture or other legal entity, or any employee thet,~al~haE,laas "provided any part of this inspection service, has had airy part in the design, permitting,. ttf-ii'as'iiny owneiskip;i~lter~st of any kind in the referenced project. :- ~ " ry - r Daniel G. Blaydes, P.E. ~ ^ ~ •' ~~ "~ .~r~,. Wolf Constevcdott Services, inc. -($#gnalure of tvonstt t)~ 3074-t St. Johns Bluff Road S (Seal) ~ ~'•: ~-/,s'"~q~= : ~ Jacksonville, k'L 32246 ALL >(N7'.L€lilivi~l,1JD FINAGRI~'fltTS MUST Bl",SIGNED AND SI;AL)~U 3047'-1 St. Johns BIuM Road South • Jacksonville, Rlorida 32246 • Talephorw (904) 997.9233 • Fax (904) 89~-z295 Brooks, Nancy From: Clemons, Malcolm Sent: Friday, June 26, 2009 10:13 AM To: Brooks, Nancy Cc: Kaluzniak, Donna Subject: RE: 80 Ardella Road CO request Backflow inspection OK. Malcolm From: Brooks, Nancy Sent: Thursday, June 25, 2009 11:13 AM To: Carper, Rick; Kaluzniak, Donna; Clemons, Malcolm; Hall, Erika; Doerr, Sonya; Deming, James; Nodine, Phil; Walker, Chris Cc: Griffin, Michael; Jones, Mike; Graham Shirley Subject: 80 Ardella Road CO request Will Prosser with SWM Builders has requested a CO for the above address. This job was completed late September of 2008; however, a CO has not yet been issued. Will's # is 487-4220. Rick, I've attached a survey that was submitted to me. For some unknown reason, the drive was not included. Will stated that he drew to scale and I told him I'd submit but didn't know if it would fly.... Sonya/Erika -the worksheet is in Sonya's box for sign off. Nancy Brcx~ks Building Deparhnent City Of Atl~uitic Beach (904) 247-5826 nbrooks(a,coab.us .. • ~ 'L'1' ,~, ~ /~, ~~ ~-: * } CITY OF ATLANTIC BEACH 600 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5645 BU ILDI NG-DEPT@COAB, US BUILDING PERMIT nPpl Ic:nTInN .. 08 I ___~I _....,, ~__..__-_.~._...._.__I nl Hint r+nt tr.lrv ~ J: -E, ADDRESS;. -- - - - 2 VALUATION OF WORK .r ... ., .~ .,.,..,. , , 3. SQ. FTi UNDER R00F' ' ~0 ' ' ~ ~ . . r, , Atlantic ° : ~ ~ 3. L"cG:~LDESCRIPTION: 5: CLASS.OF,a~VORK:,..,.:„ ..~ o: E OF ST,40CTURE ~~~J l ~ ^ NEW BUILDING ^ DEMOLITION RESIDENTIAL LOT_ BLOCK_ SUB DIVISION ^ ADDITION ^ CONVERTING USE ^ COMMERCIAL 7: DESCRIPTIQN OF WORK:' ^ ALTERATION ^ ACCESSORY BLDG 8: FIRE SPRINKLER . ^ REPAIR ^%OOL 1 SPA ^ YES ^ N/A ~ ^ MOVE L1dOTHER ^ NO PROPERTY.OWNER: CONTRACTOR: ;ARCHITECT 1 ENGINEER: ' 9. NAME: ~'} ~ • A ~,~ ~- ~ / Nl .1~~. 15. COMPANY NAME: 23. COMPANY NAME: 16. NAM „ ` ~ 24. LICENSEE NAME: b ~ I 10. ADDRESS: 17. ST TE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: ~~ ~ .~ 18. ADDRESS: 26. ADDRESS: 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: 13, CELL PHONE: ~[ ~/ _ JCS 7 3~ T -T ~ S 6 21. CELL PHON ~t7 "' V~1 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: I =OTHER THAN O W NER) BONDING COMPANY: MORTGAGE LENDER: 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law- ~ WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI E OF COMMENCEMENT. OWNER or AGENT `-,•. RACTOR ' (If Agent; Power o Attorney or Agency Letter Requ.: cJ`. / '' (Qualifier Signed: w ~ ~~" Date: ~ - ~~'" ~ Signed: Date: Before me this ~ day of ~~- , 200,gin the county of Bef me this day of , 2007 in th county of Duval, State of Florida, has personal y appeared Duval, State of FI Ida, has per Hall appeared ' ~ ~ e ~ r~ S ~ ~ ~s / 1 i herin by himself /hers nd affirms tall statements and declarations are herin by himself !herself and affirms that all statements declarations are true and accurate. Notary Public at Large State of ~~~ County of ',u V C~ true and accurate. ~' /. Nota P atc~ Lar e State of ~~ount of ~ '~~/ , , ry g , y Personally Known ersonally Known ^ Produced Ident ica ' n - ^ Produced Identification - NotarySignature: Notary Signature: -~.. , ~w+'Y Pamela W Ferretti 9~ ~ ~ r rc¢ ~ ~% !' ~hllc' State of Florida ,~ n i_yal ~s~,~ My Commission pp3gt 18g ~ ~t~ ^' ;;--,mission DG~42030 COAB FORM BLDG01: REVIS~L°l:}M1/6/~fSr~$ OCtOb9r 10, 2t~8 I 't r..+ ~ _.'.(-~~~~ U~(f912~~g .. ~ rf-=L~~r,J„ City of'Atlantic Beach ~`~ ~ Building Department j '~;'~ , IJ 800 Seminole Road Atlantic Beach, Florida 32233-5445 ~, ~ Phone (904) 247-5826 Fax (904) 247-5845 L~~ 3~~%' v E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) ~~ - ~ag~ Date routed: ~ l U QL APPLICATION REVIEW AND TRACKING FORM D ent review required Yes No ing P u afety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: }Approved. ^Denied. __ (Circle one.) Comments: ~( BUILDING PLANNING NING PUB C WOR S Reviewed by: Date: (~„zJ~ PUBLI U I IE Second Review: QApproved as revised. ^Denied. Comments: PUB TY FIRE SERVICES Reviewed by: Date: Third Review: ^Approved as revised. ^Denied. Comments: Reviewed by: Date: i'J1,~Iri ;s sr ` ' .~~, x r ~. ~~~ r ~s~, ~': CITY OF ATLANTIC BEACH 600 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 BUI LD ING-DEPT@COAB. US BUILDING PERMIT APPLICATInN .. _ . .. 08- ' I nt niAt ~nl InITv 1:'JOB ADDRE$$i ?' VALUATION OF :^:'C^Y:'` - 3. SQ. FT; UNDERROOF ~~ ' - r ` ~ ~ ~ - ~_zch, FL 32233 4. LEGAL DESCRIPTION: :- a CLA55 OF WORE: -" ;. 6. EOF. S ! '~TURE ~~~~ ~''I ^ NEW BUILDING ^ DEMOLITION RESIDENTIAL LOT_ BLOCK_ SUi3 Li'vloiLlJ ^ ADDITION ^ CONVERTING USE ^ COMMERCIAL 7.'OESCRIPTION OF WORK:- ` ^ ALTERATION ^ ACCESSORY BLDG 8: FIRE SPRIt.r? Ems: f' . ^ REPAIR ^ OOOL /SPA ^ YES ^ N/A ^ MOVE OTHER ^ NO PROPERTY OWNER: >CONTR AGTOR: gRCHITECT 1 ENGINEER: e- 9. NAME: ~ ~ ~ ~ A ~~, ~- ~ ,/ /~'r ~Vt ~ ~11~. 15. COMPANY NAME: 23. COMPANY NAME: 16. NAM • ,,, ~ ~ 24. LICENSEE NAME: 1J ~ 1 10. ADDRESS: 17. ST TE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: .~ ~.~ 18. ADDRESS: 26. ADDRESS: 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: ~[ ~/ _ ,~7 7~T ?~~ 6 21. CELL PHON ~(J ^ V~ 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: FEE SIMPLETITLE HOLDER: ",(IF.OTHERTHAN OWNER) BONDING COMPANV~ MORTGAGE LENDER: 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating constriction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~ WARNING TO OWNER: ~- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI E OF COMMENCEMENT. OWNER or AGENT RACTOR (If Agent; Power o Attorney or Agency Letter RegU:ad; J ! ' (Qualifer Signed: ^' t ~" Date: ~ ~-~~ "~ Signed: Date: T Before me this ~ day of _ ~~. , 200$in the county of Bef me this day of , 2007 in th county of Duval, State of Florida, has personal y appeared Duval, State of FI ida, has pefr}~~~all appeared C ~ ~T~rrK'S n u NYl bZClCi to ~~ C~ ~ /7l ri r~ herin by himself /hers nd affirms tall statements and declarations are herin by himself /herself and affirms that ali statements declarations are true and accurate. Notary Public at Large State of C'n~ Count of ~'~ Y~~ true and accurate. t Nota P at Lar e State of ~ ~4 ~ of l '~~/ ~count , y , ry g , ; y Personally Known ersonally Known ^ Produced Ident ica ' n - ^ Produced Identification - Notary Signature: Notary Signature: ~w9" Pamela W Ferretti ~~ t - , a ~ ,r~llr State ni Florida .~ ~ . - , _a n ~ yai ~e ,~Q My Commission pp3et 1~ ~) -~mission DD442030 COAB FORM BLDG01: REVISERS!`f1/6/~$tSN's~g OCtObBr 70, 2008 ~ 'k'-•z' ~:..!I,-'~w.w IJ~(f~12005 ar ` '''fig, CITY OF ATLANTIC BEACH ~ . ~J B00 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 y,~„;. _~ OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 ~~ ~ BUILDING-DEPT@COAB.US -~~- BUILDING PERMIT APPLICATION 08 _.._.._._L_..._.._I._..a,,..~__..___~______..I nl l\/DI (" (ll IAITV 1. JOB ADORESc., - - - 2{ VAUJATION'OF. WORk: 'r ~• • , •` •..••• •• 3. SO. FT; UNDER ROOF ; ~O ~ ~ :-. ,` = _ •ch, :_ - 32233 ~; _4'rLEGAL•DESCRIPTION: 5.`.CLASS OF.~/VORK. ;;::.; '. 6:. EOF STRUCTURE: ~~~~ l / ^ NEW BUILDING ^ DEMOLITION RESIDENTIAL LOT _ BLOCK _ SUB G,. Po,cIJ ^ ADDITION ^ CONVERTING USE ^ COMMERCIAL 7EDESCRIPTION OF WORK:` ^ ALTERATION ^ ACCESSORY BLDG 8: FIRE SPRINKLER . ^ REPAIR ^%OOL /SPA ^ YES ^ NiA ~ ^ MOVE ISdOTHER ^ NO ..PROPERTY OWNER: CONTRACTdR: ~ ARCHITECT /ENGINEER: 9. NAME: /'- ~ An / 15. COMPANY NAME: 23. COMPANY NAME: 16. NAM • ,,, f ~ / 24. LICENSEE NAME: ~ ~~ 1 t 10. ADDRESS: 17. ST TE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: .~ ~.~ 18. ADDRESS: 26. ADDRESS: 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: ~c~~ 3 ~~ ~< } 6 21. CELL PHON `~~ ~- vy 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: (iroryeRirwNOwrJER) - BONDING COMPANY: MORTGAGE LENDER: 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~-k WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI E OF COMMENCEMENT. • OWN or _ 13ACTOR If Age(tf, POwer o Att~ Hey or Age / (Qualifier / ~ ~ " ~ " Signed: 'L _ Date: ~ Before me this ~ day of in th ou ty of Be me this day of , 2007 in th county of ~ Duval, State of Florida, has personal ape ~ ~ ~~ t a, 1as per Hall appeared ' e ~s ~~ herin by himself /hers nd affirms t al s e 'o er hl /hers f and affirms that all statements declarations are true and accurate. rue an c r e. ~~ Notary Public at Large, State of ~ n t arge, State of ounty of ~ ~/ Personally Known er on y i n ^ Produced Ident ica' n - ro uce en i i - ~ Notary Signature: ~vu~ I~UMPLIAN COAB FORM BLDG01: ~~ ,~'' _ ~;J;:-: Public. State of Florida °~i"~5011 I_yal C~.!7tn!ssior, DGG42G30 rr~~~;y : City of Atlantic Beach ,~ ~~ ~. - ;.~ Building Department f K: t ~ j ~ 800 Seminole Road - ~~ Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 '"-~;3~>r E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) ~~ - ~a`~~ Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: Q ~~~~rr~ . Applicant: ~~ ~ , ~r-~ f~ ~ ~ .,,Project:,:..... .,~,.. ,,.: ,,~, ,, ,. }.. , .--y.., D ent review required Yes No B' ing P ' .Utiiiti : , , u afety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: ~PPI IC/~TIDN STATUS i Review'sng epartment (Circle o First Review: ^Approved. Comments: ~~-~+~ ~° ~ n p S ~ 1? Denied. Y~G ~ n P ~O f -~P riC ~ BUILDING `` ~ i C' ~TS `+~ /'1'LG~~/'~I~L ~ ~ // U ~W C~ IU n O ~l1 DR~,- PLANNI ZONING ~'~ Date: ~ ~~~ PUBLIC WORKS Reviewed by: PUBLIC UTILITIES Second Review: [Approved as revised. ~ enied, D - PUBLIC SAFETY / e Comments: ~e.11C~2 I't©.~ Q~~~'~p .7b ~ .~2.~- l _ / 7~{~ ~S'~ FIRE SERVICES "~'H-e ~~{', v 5'~- o "~- eviewed by: vate~ g ~"~~~ Third Review: Approved as revised. ^Denied. Comments: Reviewed by: Date: 7 `~' 3~~ ,~a ~~ ,, + ,.: .: ,. ' r1~~1 r5 ri,,: J r ~ a ~~ ', ~ ~~ ~JF31~!' City o7 Atlarf'Eic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) ~ -- ~~q~: Date routed: ~O Q~ APPLICATION REVIEW AND TRACKING FORM Property Address: Q ~~Q..~ Applicant: ~~~ ;~ ,'~~~ Project: , , .. .. D ent review required Yes No ing P ' Utiliti _ . , , , . u afety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: ~t1PPLJC~TInN ST~TI IS Reviewing Department First Review: ^Approved. ^Denied. (Circle one.) Comments: ~~~~ ~ ~ /~~~iu-G ~G~C.~ ~ BUILDING CANNING & ZONI ~ n '~ ~~ ,Z~ ///ji0~'t- ~ ~ PUB ORKS J~", Reviewed by: ~ ~ ~ Date:~~-3 ~ / f'" PUBLIC UTILITIES Second Review: ^Approved as revised. ^Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: ^Approved as revised. ^Denied. Comments: Reviewed by: Date: `a~uxr~ CITY OF ATLANTIC BEACH ` `~i+ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ` ~ i,-y OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 ~" BUILDING-DEPT(ACOAB.US ~~~' r~; ~~ BUILDING PERMIT APPLICATION DUVALCOUNTY 1 ~ ~5 :~DDRESti: 2. VALUATION OF WORK. 3. SQ. FT, UNDER ROOF Q O ° Htiancic beach, FL 32233 Q 4' LEGAL DESCRIPTION 5; CLASS OF WORY,. 6. E OFSTRUCTURE: /~Id'~~3 I~ ^ NEW BUILDING ^ DEMOLITION RESIDENTIAL SUB DIVISION LOT, BLOCK ^ ADDITION ^ CONVERTING USE Q COMMERCIAL 7: DESCRIPTION OF WORK:: ^ ALTERATION ^ ACCESSORY BLDG. `8. FIRE SPRINKLER. ^ REPAIR ^ OOL /SPA ^ YES ^ PI!A ^ MOVE ~THER ^ NO PROPERTY OWNER: CONTRA CTOR: ARCHITECT 1 ENGINEER: 9. NAME: ~,,~~ / / 15. COMPANY NAME: 23. COMPANY NAME: 16. NAM • ,,, ~Z 24. LICENSEE NAME: -- d 10. ADDRESS: 17. ST TE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: 18. ADDRESS: 26. ADDRESS: 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27. OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE:c c~`~ 33`r~ ?! S 6 21. CELL PHON ~t~ ~ D`~ 29. CELL PHONE: 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: FEE SIMPLE TITLE HOLDER: 'BONDING COMPANY:. MORTGAGE LENDER: '.IF OTHER THAN OWNER) 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~ WARNING TO OWNER: ~ YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI E OF COMMENCEMENT. OWNER or AGENT, RACTOR IIf A qot, Power o ttorney or Agency Letter Required) Qualifier Signed: ^` ~ ~" Date: ~ - /~ t' ~ Signed: Date: Before me this day of ~^` , 20($in the county of Bef me this day of , 2007 in th county of Duval, State of Florida, has personal y appeared a~s pe Hall appeared Duval, State of`Fl~fda, h ~ ~~ / 1~ i/1 / ~' herin by himself /hers nd affirms tall statements and declarations are N herin by himself /herself and affirms that al! statements declarations are true and accurate. true and accurate. ~+~ N,,,o(t~ry Public at Large, State of ~~--, County of ~~". Y[= 4 Notary P at Large, State of -- (r r/~='- ounty of ~ K~ ersonally Known Lug Personally Known ^ Produced (dent i n - ^ Produced Identification - NotarySignature: Notary Signature: ~""` ~.V"r Pamela W Ferretti ,w ~~-, ~ ~~ ~ ,~+~~ kale of Florida i My Commission DD30t 180 ~i ~ umssion p~C42030 +a c~ COAB FORM BLDG01: REVhSs~NJ!'f~/~ OCtOb@f 10, Q~Qg I ~~F ~ ' "`E ~~I ~slzU~a APR 03,2009 09:07P Alliance Permitting Serv 9044060337 r ' ! CITY OF ATLANTIC BEACH ~ r ..t; AW ~(i1Va11dLE ROAD. ATLANTIC aEACN. R ~b O~~ ..1 . ~... ': • OFFICE:lea)t~7•sd2e~~A7tNO.:leWl2~rde1S tXxLt>tNr.DEP'r~coAe.us `'f: ~ BLIILDWG PERIAIT APPLIC~iT1AN ru'~rel ~nr ulTv i .. .. .... . ....... w tlUx osq O a~.iOUTx]N SDENt4L . Lor e~oat aye omwoN o AWx IK7N O Con1vERTIrw uaE u-1. " .. .... . . .. ,• - ''•"~~' ~'-t. DALTEMTgN (~ACCE3sORil al00. R ~,'.. ~ ~ ' ~ ~~~ e ~,~` ` a I~.AIR o FOOL ~ ~A YEa NG- ~JK. Cl ' 0 ol1a: ... - <)i. ..; •• • /4 COAIFANV NYAE: 7J. COM7PANY NAME: ,j,~) .S ,~ ~AeG h -q ~ le. NAl~ta• a.. uc Nw~ M ~ ~ s ~ 10. t . A OF L g ` 35. gTATE OF FLORIDA lIC ~ J' L • 32.2 25 le. AoonES7x ~ ~}~ ~ - S"' ` ' ie Aooal:ss: ~~ ~, FL _ 3z ~ 11.OFF E ' ~ 12. FAX uo.: Ie. t0'FHCE tM10NE: 7s. FAIL N0 : :S7g-7t 381 /~8.~'- iT. OFFICE PHONE: 7e. cAX NO.: 13. CELL vIIOME' ~ ~ ~j } ~ `~~ J . CELL PMONE~ O~t~~y Th 2Y. CELL PHOF~: N.EWW.AOOREea: .EWVLM~O~RE`Se: «xLJi'~ ~~e;3 ~.E~~ 'ice .•~ =r~ -i ` ' _ .:t-i _ ;~,ttro~'1•. }1. NA4E: ~. NANE: . pAMk'; J2. AOOItE9s: ~. AODrtESS: AOORE9a: Application is hereby mods to oblsin a permmit IO do the wqk and glataNatlona as indlcaled. 1 ceRiy fhst ra wprk or insfaastion tlss oorrwrterloed prior a the iaauanos d e permit alld tllat a1 wort( w1N bs peAormed to msN the standards of atl taws rogubting oorrotnxtion in this jUfl'1dICtiOn. TM permit hs00rrlei rN~M and void b Work b nOt OOnNnenCed wllhin silt (8) rI1O7WIa, a if ODr»UuGGOn or wwk is 6uspsndad Ot eba+donad For a pariai or cix (~ nwr-Ihs al any time after wont is adnal-entoed. I understand kldlt separate psrmite muel be teg7rad fOr ElabloN Wail. PI eiyns, Ytlslls, Poole. FuTnaoes. BsUe Neaten, TaMts, Ak Condlttoners, stc. t)tI11NEit'8 AFF~At11T - 1 CeflNy that 71M the foregoir+g intom7slion is s7xwlrele and that tl work wip bs done in compiarxss wial d apptiatlls Iowa rsgulaiinp oo7-struction and Zalittp. I wit not OCtxtpy a the 1M 7etererlced or ptny port 1tlerot, iN~l aM i116pOdierlt af0 Haled irld prior to oMaininp a oenYkate of ocapautcy a oomplelion iEausd by ple +0 otteial, as requirW by low. *~ WARNING T O OWNER: *** YOUR FAILURE TO RECORD A NOTS;E OF CO MMENCEMENT MAY RESULT !N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOU R PROPERTY. A NOTICE ~ COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTA IN FINANCING, CONSULT WITH YOUR lENOER OR AN ATT RNEY BEFORE RECOR DING YOUR NOTICE F COMMENCEMENT. .; ...r a~ ~~~ ~` .e ~ ~ Slprrod: ' Dstc• Dne: ttabrs rIw inN _~ dsy of _~ ~, 20081n GIs t:ourMy of 8ewre~i this ~ osy or w . laoT a ~ F Dural S1aN d b~kls //tiAS pseerrEy ntl p1,~ F has // )) jj ~ n ffl~ ~7'70i'~ V r~ t. (~ ~"cC '~ sl 1~' ned^ Ole rlsnlsE ~ her~all eNknM Illat en and dsclarahwli als by hanssM / hsrssl and aelrras (hsl ae sistscnenia sad dsdara4ons vs 1nN and nocursts. arld aGgpaif. I~ ~ PubKc al ler9a Stalc of ~,~,_. Cowlty of -_ .~ PuOec a carps. 31s7a or ~„_. t:ounty d i!Il1 i ~' ~ P N + ~,~.~44 ,ter •~f Sgnal R •- N~~~ ~~~T~~y_ ELAINAROSECHMURA COAB fOAM Ota)~p: tILlQrIe~MM1SS10N # DD585600 ~'pr~olp EXPIRES: Aug. 16, 2(110 (~ 3060153 Plaids Natty Slviq.can +F~T~ ELAINA ROSE CHMURA ~ ~@~ MY CDMMISSION # DD585600 i~''efRo~' FJCPIRPS: Aug. 16, 2(110 (~ 38&0759 Flarkl Nola Servlce,aom page.- Public Works Plan Review Comments P L Date: S ~ ~~~ Initials: ~ Project Name/Address: ~~ /-~h~'~~~ Application Permit #: d ~ Cam' wCheck Bog ~, Application Tracking~Comments ~o_~dd ''Comment Provide impervious surface calculations. Provide erosion and sediment control plans with installation deter 'ls~and maint~en~nce Provide drainage plans showing site topography (flow arrows, etc.) Provide construction site management plan, including Right-of--Way Permit if using ,~/_ U~- ri t-of-wa for construction arkin . Provide apre-construction topographic survey prepared by a Florida Licensed ^ Professional Land Surve or, showin 1' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculatio sand on-site retention required er Section 24-66 ( t ~c ~ F_ 1 r~~ ~ l/~ C~~ ~,Cr ~€ o sit , stQra ' . ged,~post construction topographic survey documenting ro er construc~ibn °e re aired. ARight-of--Way Permit must be obtained for use ^ A Revocable Encroachment Permit must be obtained. ^ Pool - Wellpoint (if used) must discharge into vegetated area 10' minimum from ^ street or drama a feature swale, structure or la oon . All driveway aprons must be concrete, 5 inches thick, 4000 psi, with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not - / C~ allowed in the ROW Commercial drivewa s - 6" thick . Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ^ shown on the laps. ~.D f ~ U ~~' Gnri~e•~- CGJ. x.4.5 f /3 c. . ~ rv G ff-y 04`l' ~~c C'` S c~ ~vdt 6e u~ ?~ rZ~ Gar v~ r,~.i~-y, i~ S/ t~.Ywy`-~''''` 1- ~~ ~l~~w-. (y. ~,Q ya~i,h ~Q Cw-1~ l) 11 ~' Yhlti~ ~~- 0(JaJ ~~ ~Q OL-. S~ ~C ~ t~,ti-1 ('y+~ ~'lnc/'~(~.:, ~~ ,~~gs 06/17/2006 15:19 9042475843 ~~ ~t- ,/UQ~~ ATLCBEACH CITY WORKS PAGE 03/03 V v i r l- 1 Public Works Plan Review Comlonents ., ' ~~ Date: s ~ t Initials' Project Name/ address: $~ ~~~`'`a Application Permit #: ~ ~-~'' .... ,..iii 1.11 I.1 . ...., .. .. .. ._. .. ,,1 t iV.. l1 ...,,. . ~ ~......• ..:. ~.f~;~~: ::~' "I ['~ ~ 1'.1 • 1! ~ :.L' ~V ~ 1 ~ • 1 L 1 I. Iria ~~ 1 t 1 1 r I ~; • h. Cr 1 ""r., •a.. ,,. ~~li~~i ~t; l~. 'ti~Jn~• "'lip rn,1r ! e w.~ r,. i IY~,~I§ ~ '~ry~~illi~I; I~I11,~~1 ~C".,li.u~l''91~'~'j~, 1,j 1~ 'Ir 1, l~l'If 1111) M1I NM;fi~~~i'y~l ~4~' t .}I d hKl~ I~I~ 11~ ;~;~~ 1 •.UI~yV~ I i • ~ ~~~ ~•it?~~ a.-~I ' r(,f~1h~~rw~4 ,I., ,1,~1;,•I,J.Ij, ,~~al ~~~,M • ,IP.I~~g I ay1, ~ ~ 1 I~ .,~ 1 1.1!I'~,Q,,;JI14i~f~ ''II a ~~~I~o. '~~11~I', 'I'~I'~6~1 9,i,'~.,~SNMOri,~r~~{~ 'P{Iluk r pl~~ll)I~yl#I~IIIgI.II~a!~~~{f i+vR~I~yk~~ ~"I~ ~ ~~ ~~~ i~ "~~ 1"" JI AAa ~J!~~_ jl ~ S' ~ ,~:: ' ! 7 '•1If~ i , G~p -. ~~. ... ~y~ye•• 11 ~ v I Vi'Jr~'I Ifrl ~~` ~ J't'i~ ;~, ~IpJ~~~ ~~ ~ ~ i 9 .9~'(Ip.!rAi , C ~'alW47l ~•' ~1 G k bi' I1~.~61 ~~f~l~I~~I IPfljt II'~u, '~~r :I 1 I " "1'! 4' I'Y . i~ K . u,. .11 ~ ~` 'Jv~ ~ ''III ' pp ~ ~~ ~~ O ~~ ~~ 5~ ~ I ~~ ~ ~ ~~ ~ ~ ~ ' ~ ~ ~ '~ili~ ...1.. . 1 . ~~rr ~~ ~~~y~~~~p~~~~.,~~ ,. ~~d~il'7i{CRL91R7rDOf.'C '~~ a' f~ '{IClfla`.a ~~, ? 71 ~.I~II, ,I . ~; nlyl~~ . ~ 4 .I J ~ ~ ,,., ; 1 ,,, I , ' ' ... ,,, . : ' F f• •/1 ~, . IVg'I i .I II'~J .I '. II ~~ if~i,A'1 I ''V~ '1'Ih ~1. ~'Q.:~I 1'~I~ ' .Ir '._ r11;eI 1 ~ylln: r y~ { I: ,i7 a 'dl~ .P a ~~1,1 1 + f~ ` h~~ ~'I I` ~ 'I J•~' 1~' ~1 ~~!~~I I "~ . ~ ~Ifl,. ,'f~4; I..,.~~ ~., , ryAMg,~lY' i) Ipl :~I'~aJ I. I" 11~16:YI~"r'" ICI: t', ~9~Ilil . ~ ~~ 1 la I~, I ~ kI I~ r 1 ~ . ~} ~,~ ,: ~ . I ~ .I.. t'1, :;{, I ~ .~,~ ~ , 15s „~~i Il.d,'1'. 5 is ~I`.'~~k, ' ;'~ ..~~~~i 1~l l ,r ..,g~! , I ,~: , p~l. ~l!! , : '~ f ~, rf ~•;~~~''~~ ' ~; l~W..`?:I^ ° ~•f , ~nflrl;r,:, .,1d4 P,„!6a lu l ~~ la ~r.~ :.,1h'la ~ I ..a ~~ , !h 1.1 ,, ~ Illy ~lr'r'f 1~'~,,,,~ R ,.,~,h ~ 17. IhI•,a~~!~~i;~.;?1f,~N•11~1:1,.~ 117~,~ '~I~~M~ ~ 4~~h~•.ll ,r Imel6,E~l ~ 1.~'~ t!h1 ~:f1.1 ',~ ~~Is 6• u,,...b I,IG.I, .,I, . ~r: ,.,~ 1~1 .. ~ 19 .3 ~,,,I. u.. ~ ~~, ~ Ij L.: Provideimpet~'ioussurfacecalculations. t~u~~~,c.Wa~KS- Gvrtcc~ ~1c~~~;o,,,> Provide e;rosio~ f and sediment control plans with installation details and mainter nce ~~ Provide draina• -e, lan showiuo•g site topogaphy (flow arrows, etc. .>. ~'ev~yo~-}'p F~' h ~~ Provide constriction site management plan, izlcluding Right-o£ Way Permit if using = ~ +K. W ~- t ri t-of-wa fclr construction arkin ne`l ~s~~ tZi k~- ~1 Provide apre-~ Anstruction topographic survey prepared by a Florida Licensed ~ Professional L ind Surv or showiul 1' cozltours. Settion24-66(b) of the Land Development Regulations requires on-site storage £or increased runoff. Provide Delta volume calculatio, s and on-site retention required ~ ~ r ~ E.1'~irl-~- ~ // Cc.~ ~' er Section 24 ~66 t If on-site storage is required, a post construction topogapluc survey documenting 0 ez construction will be re aired. - Cn„~>;~{p,~ o rpJ~ - Pcs+ ~/~Sf~Jt-~'i~, A Right-of-W. ry Permit must be obtained £or use ^ A Revocable Encroachment Permit must be obtained. ~ Pool - Wellpc int (if used) must dischaxge into vegetated area 10' minimum from ^ street or drain z e feature swale structure or la oon . All driveway . aprons must be concrete, 5 arches thick, 4000 psi, with fibelrme;sb from d f r s or mesh are not orcing the edge of tb•1: pavement to the property line. Rein o allowed in the ROW Commercial drivewa s -- 6" thick , - 5EE $v, v~ Any utility cuts inn the road must be repaired using COJ Standard Detail Case X and must be over); ud 10 feet is each direction from the center of the cut. Repair must be O shown on the laps. ~p(.! t~fj'• ~'~.~v°e- ca. ~~SF. Q~ . arm G ~y J~° ,~.-~ . [.,•s ~. Gl~N /Vcfi~ ~e cry. ~, tZ~ Cam' vF L/L~"y t~5ir~ C I~ c~~QPe~ye ~ G~-^~c,_iue~ C•ow~Paa7 ^ D ~Or~p r~nG% ~1G.1 "aCfOR- V 1.~~-- r~~7Act~ SJ.'Jf~, ~~ t~ ~~ ,1~g5 3 ~ ~ ~ -- s~ ors 3 `~ ~~ ~~ --~''?~i~.~ __ --- ~ ~ ~ ~-~ a '~ ' ~Sa~ Comp. By: RLC Date: 6/30/2008 Public Works Department City of Atlantic Beach Permit No: 08-0686 Address: 80 Ardella Road Reauired Storaae Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivision, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predeveioament Runoff Volume: Lot Area (A) = 5,750 ftZ Runoff Coefficient Area Lot Area Description (ftZ) (ftZ) "C" Wtd "C" Impervious 0 5,750 1.00 0.00 Pervious 5,750 5,750 0.20 0.20 Runoff Coefficient (C) = 0.20 Runoff Volume V = 0.20 x 5,750 x 9.3 I 12 V = 891 ft3 Postdeveloament Runoff. Volume; Lot Area (A) = 5,750 ftZ Runoff Coefficient Area Lot Area Description (ftZ) (ftZ) "C" Wtd "C" Impervious 1,820 5,750 1.00 0.32 Pervious 3,930 5,750 0.20 0.14 Runoff Coefficient (C) = 0.45 Runoff Volume V = 0.45 x 5,750 x 9.3 / 12 V = 2,020 ft3 Reauired Storaae Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 2,020 - 891 DV = 1,128 ft3 Retention 80 Ardella_onsite Retention.xls 6/30/2008 /~ City of Atlantic Beach / Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 E-mail: building-dept~ab.us City web-site: http://www.coab.us .PERMIT A1?PLtC:ATlON NUMBER (To be assigned'by khe Building Department.) _ :Date routed: xi_ .~~~~~ ~~ BUILDING PERMIT REVIEW AND TRACKING FORM Property Address: r~d ,~ r ~t J/~. Applicant: l(,,~ /~'~ ~ ' Lo~~s Project: _ New ~ ~ 1~ , >~ ~ m ~ De rtrnent review re wired Yes No uildi u iic is Utilities . , Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation Sk. Johns River Water Management District Army Corps of Engineer; Division of Hotels and Restaurenks Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. [Denied. (Circle one.) Comments: e~ BUILDING ~ ~ PLANNING & ZONING PUBLIC WORKS Reviewed by. Date: ~j 0` PUBLIC UTILITIES Second Review: pproved as reviled. ^Denied. PUBLIC SAFETY Comments: ~r~ ~ ~. ~~ cam ~,h Cr) ~ ~.1-~..~.~2 FIRE SERVICES Reviewed by: Date: ~ ~/ ~ Third Review: []Approved as revised. ^Denied. Comments: Reviewed by: Date: City of Atlantic Beach • Water Impact Fee Worksheet Address: Permit A . No. Date: 80 Ardella Road 08-686 5/19!2008 Fixture T e Value as Load No. Fixtures Total Fixture Units Automatic Clothes Washer, Commercial 3 0 Automatic Clothes Washer, Residential 2 1 2 Bathroom Group -consisting of water closet, Lavrato ,bidet, and bathtub or shower 6 0 Bathtub (with or without overhead shower or whits of attachments ~ 1 ~ Bidet 2 0 Combination Sink $~ Tra 2 0 Dental Lavrato 1 0 Dishwashin machine, domestic 2 0 Drinkin fountain/lcemaker 0.5 1 0.5 Floor Drains 2 0 Hose Bib 1 2 2 Kitchen Sink, domestic 2 0 Kitchen Sink, domestic with food waste grinder and/or dishwasher 2 1 2 Laund Tra 1 or 2 com rtment 2 0 Lavrato 1 3 3 Shower Com artment, Domestic 2 1 2 Sink 2 0 Urinal ~ 0 Urinal 1 allon r flush or less 2 0 Wash Sink circular or multi le ,each set of faucets 2 0 Water Closst, flushometer tank, ublic or rivate Water Closet, Private Installation Water Closet, Public Installation Total Number of Units 4 4 6 2 0 8 0 21.5 Multi lied b ~20R1n1t $430.00 Total Impact Fee __ $430.00 /~ __ ~ City of Atlantic Beach ~''~ Building Department ~ ,r 800 Seminole Road a l/ Atlantic Beach, Florida 32233-5445 ~''"'" ~ Phone (904) 247-5826 ~ Fax (904j 247-5845 E-mail: building-dept aQcoab.us City web-site: http://www.coab.us BUILDING PERMIT REVIEW AND TRACKING FORM Property Address: ~a ,~ r ~~ 1/~ Applicant: ~ ~ /~ ~Zc ~ Lc~~S Project: i~lU ~ ~ ~~ ~ A-rr~ ~ m ~ : . -~ De artrnent review re aired Yes No uildi nning & Zort u lic o is Utilities ' Public Safety Fire Services Other Sgency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of F~-vironmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLiCA~N STATUS Reviewing Department First Review: pproved. QDenied. . (Circle one.) Comments: BUILDI CANNING & ZONING ORKS Reviewed by: ~ ,~~ Date: U ~ / PUBLIC UTILITIES Second Review: []Approved as revised. ^Denied. Comments: PUBCIC SAFETY FIRE SERVICES . Reviewed by: Date: Third Review: []Approved as revised. ^Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date 5/19/08 Address: 80 Ardella Road Permit Application No: 08-686 Notes: New SFR WATER IMPACT FEE S 430.00 SEWER IlVII'ACT FEE S 1,250.00 WATER METER/TAP S 525.00 CAPITAL IMPROVEMENT $ 325.00 SEWER TAP $ CROSS CONNECTION $ 35.00 OTHER S GRAND TOTAL $ 2,565.00 03/27/2007 15:20 9849979150 tJ[>LF/WPC PAGE nyiiv A,'~I'A,C>91~1~'><' D REQOLST FOR PLAN REVIEW $Y A PRNATE PROY1DElt (Date Kequested) Mr. Thomas H. Goidsbury, P.E., C.B.O Chief, Building Inspections Division City of Jacksonville 2ZU East Bay Strr,.ct Jacksonville, FL 32202 Attention: 1uilding Inspection Division rO^flfi4e Print or type name of pcrmittee: ,~~~ ~1 ~ ~ 5 Print or type name of Private Ptrovider: WOLF CONSTRUCTION SERVICES. INC. _ _ Permit number/typE/year Address of project l~U ~~+r) ~/T_f..U 'Phis is a (Cheek o»e) Residential Commercial project. As a condition oI this request, I accept that the City of Jacksonville reserves the right to either accept or reject the review. If found unsatisfactory, the City of Jacksonville will require thrtltcr corrective notion to bring the documents into compliance. I have elected to use one or mote private providers to provide plan review services on the huildmg that is the subject of the enc]osed permit application, as attthorixed by s. 553.791 Florida Statues. I understand the focal building official may not review tht plans submitted to determine compliance with the applicable codes, except to the extent speciJ;iad by law. Instead, plan roview will be by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but 1 understand that I tnsy require more insurance to protect my interestic. By executing this foam, I acknowledge that I have mode inquiry regarding the licensed or certified personnel and the revs/ of the insurance artd am satisfied that my interests are adequately protected. I agree to indemnify, defend and hold harmless the local government, the local building official and their building code cnforcemtnt personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code services with respect to the building that is the subject of the cncloscd permit application. Owne Agent Signa~ Date; Notary as to Owner or Agent: Psnl known a ID Produced My Commiss' _ nn v Approved r3Y r407r sae-ores Florida Rotary Scxvice.cam OFP3CIAL USE ONLY Contractor or Qualifier: Sto~f /~.f j /'~~c~..,ler Print or Type Namt Signature: Date: _~„~t3'/.- d T Notary as•to Owner or Agent: 1?snl known ,~/ ,Type ID Produced __.._, . My Comnnission expires: MURA Aug. 15, 2010 Rcvl~cod SdN2u04 ~Oi~M 600A-2004R FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 80 Ardella Rd. Residence -Model 1136 Address: 80 Ardella Rd. City, State: Jacksonville, FL 32233- Owner: Scott Mcalister Climate Zone: North Builder: S.W.M. Builders Permitting Office: Permit Number: Jurisdiction Number: 1. New construction or existing New _ 12. Cooling systems 2. Single family ormulti-family Single family _ a. Central Unit/Split Cap: 24.0 kBtu/hr _ 3. Number of units, ifmulti-family 1 _ SEER: ] 5.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? No _ _ 6. Conditioned floor area (ftz) 1136 ft' _ c. N/A _ 7. Glass typel and area: (Label regd. by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble Default) 200.8 ftz _ a. Electric Heat Pump/Split Cap: 24.0 kBtu/hr _ b. SHGC: HSPF: 8.30 _ (or Clear or Tint DEFAULT) 7b. (Clear) 200,8 ftz b. N/A 8. Floor types - a. Slab-On-Grade Edge Insulation R=0.1, 145.0(p) ft _ c. N/A _ b. N/A _ - c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Frame, Wood, Exterior R=11.0, 716.0 ftz _ EF: 0.97 _ b. Frame, Wood, Exterior R=11.0, 388.0 ftz _ b. N/A ~ ~ c. Frame, Wood, Exterior R=11.0, 344.0 ftz _ , - d. Frame, Wood, Exterior R=11.0, 386.0 ftz _ c. Conservation credits _ e. N/A _ (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1136.0 ftz 15. HVAC credits CF, b. N/A _ (CF-Ceiling fan, CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Attic Sup. R=6.0, 40.0 ft MZ-C-Multizone cooling, j b. N/A _ MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as-built points: 20796 PASS Total base points: 20866- I hereby certify that tfie plans and specifications covered by this calculation are in com lian a with t Florida Energy Code. j~ ~ (~(~~ j?2. t ~•~ - PREPARED BY: f~los ng ' DATE: _ C'I.I~ -+~g I hereby certify that this buildi as designe is m compliance with the Florida Energy Code~~„ -~ OWNER/AGENT: DATE: ~ 1 Predominant glass type. For Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. ~ BUILDING OFFICIAL: DATE: EnergyGauge® 4.5.2 o~zxE sr.~T~, C~~z~~',,l 1J `\O ~O v f~~oD we'd ~~ 'glass type and areas, see Summer & Winter Glass output on p~y~~COUtZ EnergyGauge® (Version: FLRCPB v4.5.2) hlan5'~X~rrtln~r PX2311 Wolf Gonst. Serv. lnc. FirstSource Project Information for: 273884 Builder: SWM Builders Address: 80 Ardella Road Atlantic Beach, FL County: Duval Truss Count: 14 Design Program : MiTek 20/20 6.3 Building Code: FBC2004/TP12002 Truss Design Load Information: Gravity: Wind: Roof (psf): 42.0 Vend Standard: ASCE 7-02 Wind Exposure: B Floor (psf): N/A Wind Speed (mph): 120 Note: See the individual truss drawings for special loading conditions. Engineer of Record: Gina M. Hill, PE Florida P.E. License No. 52225 Address: 303 Clearwater Drive Ponte Vedra Beach, Florida 32082 Truss Design Engineer:Julius Lee, PE Florida P.E. License No. 34869 Address: 1109 Coastal Bay Blvd. Boynton Beach, FL 33435 ~••--.us ~ -., ~~~; ...... F . ~G E '~ F NO. 48 9 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSIlTPI 1-2002 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. The Truss Design Engineer's responsibility relative to this structure consists solely of the design of the individual truss components and does not include the design of any additional structural elements including but not limited to continuous lateral bracing elelments in the web and chord planes. See Florida Administrative Code 61 G15-31.003 sections 3 c) & 5 and Chapter 2 of the National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-2002 for additional information on the responsibilities of the delegated "Truss Design Engineer". Builders FirstSource and Julius Lee, PE do not accept any additional delegations beyond the scope of work described in the referenced documents above. No. Drw . # Truss 1D Date 1 J1955567 CJ01 4/14!08 ~ 2 ~ J 1955568 ~ CJ02 ~ 4/14/08 ~ ~3 ~ J1955569 ~ CJ03 ~ 4/14/08 ~ ~ 4 ~ J1955570 ~ EJ01 ~ 4/14/08 ~ L ( J1955571 ~ HJ01 ~ 4/14/08 ~ ~ 6 ~ J 1955572 ( T01 ~ 4/14/08 ~ 7 ~ J1955573 ~ T02 ~ 4/14/08 J j 8 ~ J 1955574 ~ T03 ~ 4/14/08 ~ ~ 9 ~ J1955575 ~ T04 ~ 4/14/08 ~ ~ 10 ~ J 1955576 (T05 ~ 4/14/08 ~ ~ 11 ~ J 1955577 ~ T05A ~ 4/14/08 ~ L2 ~ J1955578 ~ T06G ~ 4/14/08 ~ ~ 13 ~ J1955579 ~ T07 ~ 4114108 ~ ~ 14 ~ J1955580 ~ T08G ~ 4114/08 ~ WOLF CONST. SERV. INC. CONSULTANT PLANS EXAMINER JEFFREY A. HELLSTROM REG # 35538 PLANS REVIEWED FOR CODE COMPLIANCE 1 3 2 08 DAV PLANS EXAMINER LICENCE N0. PX2311 32233 ='~ z April 1 200EE ~ r0 • s r 8F :~ , i~~ ~' .~~ R 1 CP.•'~ 2 ~i..._~NA1- __,~~~ ~,~A A3~03i~0 'SNOI.LdOId103ciS C1N~ 5'7NIM~d2l0 3Hl H11M 3aNdI~dWOC flN~' 'S~%OiS!~3µd10 '531111NH`1L~ 2i0~ Al,lll8lSNOdS3~! 51H WC?;d~ aOIO~Jt11Nt~0 -8(1S 2!O 2i3i1r3df1S 3All3a lON 5300 C1Nd/;~-~~~ 1N3W3'`3Nda2td lda3N3J a0~ 5! ~H/Er~•~~„i~, td~Yl~.t. '~ c.~ ~' 4trZ9'06Z'!~s zeoze n~ 'u~eeQ even ~uo~< ~,y~r, ~:~~~io sos -IVUlwens ~Nl~r{~aa ~®Hs ~lst ~~ru~33ru~r~a ~~ .y~.~ ~FCFTVFD APR 2 S 2008 E;Y: ~~ 6N~1~ Y Job Truss Truss Type CJ01 JACK Builders First Source, Jacksonville ,Florida 32244 Qty ~ Ply 0 0 8 I 1 J1955567 _~_~__ Job Reference (optional) 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:18 2008 Page 1 Scale: 1.5"=1' 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 10.0 "Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 ! (Matrix) Weight: 71b LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=267/0-3-8, 4=5/Mechanical, 3=-98/Mechanical Max Horz 2=106(load case 6) Max Uplift 2=-351(load case 6), 3=-98(load case 1) Max Grav 2=267(load case 1), 4=14(load case 2), 3=166(load case 6) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-73/99 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.39 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) "This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 Ib uplift at joint 2 and 98 Ib uplift at joint 3. Continued on page 2 w 6/ r~ r ~rra ~.. r -~r.~ r-~.-.. =a a ... - - - . r r +~..r. a: April 14,2008 Wsming - VenNy dealgn parameter and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertiralty and fabdcated with MiTek connectors. ~~ I Appligbillty of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as reterenced by the building code. For general guidance regarding storege, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available tram the Wood Tmss Council of America, 1 WTCA Center, ~ ~ ~ ~~ ~~ ~ ~ '. :. 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 563 D'Onofrio Drive, Madison, W 153719 Job Truss Truss Type Qty Ply 0 0 J1955567 CJ01 JACK 8 1 - -- - - Job Reference (optional _____ - Builders First Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:18 2008 Page 2 LOAD CASE(S) Standard ,d..Fks. .. L r r .al T`4 nsy a^il... ~ l 1 f +1 .Ays~.. , Y'R , .... ~ ~ H •, April 14,2008 ~ Wsrnln®- Virlfy daslgn perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This desgn is based only upon the parameters shown for an individual building wmponent that is installetl and loaded vertically and fabricated with MiTek wnnectors. I Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the -: responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and brecing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 1"" i ~ ~ ~~ 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Instttute, 583 D'Onofrio Drive, Madison, W 153719 [i+•• Job (Truss Truss Type CJ02 JACK t3uilclers First Source, Jacksonville ,Florida 32244 Qty ~ Ply 0 0 J1955568 __ _~_~Job Reference o tional 6.300 s Feb 1512006 MiTek Industries, Inc. Mon Apr 14 13:06:19 2008 Page 1 scale = 1:126 LOADING (psf) SPACING 2-0-0 ~ CSI DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.00 2-4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 240 BCLL 10.0 'Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 PLATES MT20 Weight: 13 Ib GRIP 244/190 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=28/Mechanical, 2=256/0-3-8, 4=14/Mechanical Max Horz 2=159(load case 6) Max Uplift 3=-33(load case 7), 2=-259(load case 6) Max Grav 3=28(load case 1), 2=256(load case 1), 4=42(load case 2) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49, 2-3=-58/6 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.35 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) `This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 Ib uplift at joint 3 and 259 Ib uplift at joint 2. Continued on page 2 .,....:r,.. r "~ ~.~~., z ~_...~,.. .~ - _ ~ .» ~. ;sr: . ,, ,. ~,. A ~ ;;,~~.~~ April 14,2008 Warning - VerHy daalgn parameter and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek wnnectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary antl permanent bracing, is the responsibilRy of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection - .. '~~ and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, i WTCA Center, ~ ~ y'~y, ~ ~ ~ I, 6300 Enterprise Lana, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 '*~~,rM~,F Jor b Truss Truss Type Qty Ply 0 0 J1955568 CJ02 JACK 8 1 Job Reference o tional _ _J Builders First Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 74 13:uEi:1y Luuti rage LOAD CASE(S) Standard ,,_.~~.,.~ r .., r VIx~r x~Attw ,r '*E"a~ r'-a• ~ ;9S~l~r »3:3 ~1 i~.~xy •'ti1 viM April 14,2008 Warning - VsrRy design parameters and READ NOTE$ ON TNI$ AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ~ This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or conVactor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection I antl brecing, consult BCSI-1 or HIB-91 Hantlling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ~"" i ~ ~~ ~ ~~ ~~ ~ ', ~,i 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 563 D'Onofrio Drive, Madison, W 153719 !i^° ......_ - i Job Truss Truss Type Q ty Ply 0 0 -- CJ03 -- JACK ___ ___ 8 ~_ 1 I J1955569 Job Reference (optional) ~ ounuCla r-nst ~uurce, ~aclcsonvme ,rionoa 3ZZ44 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:19 2008 Page 1 scale =1:1s.s LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.05 2-4 >999 240 BOLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 191b LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanical, 2=300/0-3-8, 4=24/Mechanical Max Horz 2=214(load case 6) Max Uplift 3=-105(load case 6), 2=-255(load case 6) Max Grav 3=102(load case 1), 2=300(load case 1), 4=72(load case 2) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49, 2-3=-101/35 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.40 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) *This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00'psi 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 Ib uplift at joint 3 and 255 Ib uplift atjoint 2. Continued on page 2 ...„. . ,G3,-, , ..~.<,.. ~1 .a1 •M1r A-l,l. e-l April 14,2008 ~ Warning -Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ~ This design is based only upon the parameters shown for an individual building component that is installed and loatled vertically and fabricated with MiTek connectors. '. Applicability of design parameters and proper inwrporation of component into the overall building structure, inGuding all temporary and permanent bracing, is the 1 responsibility of building designer and ! or wntractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ~ ~ ~ ~~~~ ~~ 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Instttute, 583 D'Onofrio Drive, Madison, W 153719 2-0-0 ~ ,. ,. _ Job Truss Truss Type Qty Ply ~ 0 0 J1955569 CJ03 JACK ' 8 1 __ Job Reference o tional) __ Builders First Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:19 2008 Page 2 LOAD CASE(S) Standard .,. ar,.. ~ ,~. a ~~. aa,. ~r -r.-• r-~.. ~s-ire, yazx i ..~~ yr n...y iii-_ - April 14,2008 A WarnlnS • VsrRy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE I This desgn is based only upon the parameters shown for an individual building wmponent that is installed and loaded vertically and fabricated with MiTek connectors. ~', Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the '~, responsibility of building designer and / or wntractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and brscing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 16300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 t'S' FirstSource' Job Builders F I Truss ~-Truss Type Qty Ply 0 0 i EJ01 MONO TRUSS 14 1 Job Reference o tional Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Apr 14 13: `~ d 1 7-0-0 7-0-0 Scale = 1:20.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) -0.11 2-4 >730 360 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.20 2-4 >417 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 PLATES GRIP MT20 244/190 Weight: 26 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=164/Mechanical, 2=356/0-3-8, 4=34/Mechanical Max Horz 2=194(load case 6) Max Uplift 3=-113(load case 6), 2=-184(load case 6) Max Grav 3=164(load ease 1), 2=356(load case 1), 4=102(load case 2) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49, 2-3=-149/58 BOT CHORD 2-4=0/0 JOINT STRESS INDEX 2 = 0.46 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is r. a designed for C-C for members and forces, and for MWFRS for reactions specified. n ~ -..3,, a : ~ ,~~,,.- .... :: ~ ~. r.~ , :~ -~ ~ .. 2) *This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live ~~=~, , .`-~:: ~ ': _;„` ; fi ~ ,~ ;~ ,~.,~, loads. 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 Ib uplift at joint 3 and 184 Ib uplift at joint 2. LOAD CASE(S) Standard April 14,2008 Warning - VerHy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that Is installed and loaded vertically and fabdrated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building sVUCture, inGuding all temporary and permanent bracing, is the responsibility of building designer and I or contractor per ANSI ! TPI i as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI.1 or HIB-91 Handling Installing and Bracing Rewmmendation available from the Wood Truss Council of America, 1 WTCA center, 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofno Drive, Madison, W 153719 ~~115 ~irstSaurce J1955570 2008 Page Job Truss Truss Type Qty Ply 0 0 J1955571 HJ01 MONO TRUSS 4 Builders First Source, Jacksonville ,Florida 32244 ~_~Job Reference (optional) _ 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:20 2008 Page 1 5-2-b 4-8-8 Plate Offsets (X Y)• [2.0-3-0 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.04 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.06 6-7 >999 240 BCLL 10.0 'Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:441b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 6-0-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9-9-11 oc bracing. REACTIONS (Ib/size) 4=231/Mechanical, 2=459/0-5-11, 5=254/Mechanical Max Horz 2=321(load case 3) Max Uplift 4=-247(load case 3), 2=-355(load case 3), 5=-123(load case 3) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/50, 2-3=-564/129, 3-4=-107/57 BOT CHORD 2-7=-338/507, 6-7=-338/507, 5-6=0/0 WEBS 3-6=-551/367, 3-7=0/185 JOINT STRESS INDEX 2=0.84,3=0.17,6=0.17and7=0.13 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2) "This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. `"" 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi ,~ ~°~- -~~ ~~° ~ °~~~• 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 Ib uplift at joint 4, 355 Ib uplift at joint 2 and 123 Ib uplift at joint 5. April 14,2008 Continued on page 2 A Warning - Var1y daslgn parameters and READ NOTES ON TN18 AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE _ This desgn is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of wmponent into the overall building sVucture, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 7 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, t WTCA Center, ~ ~ J,. ("^~ 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 (4 L`~1, Builders First Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:20 2008 Page 2 NOTES 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54 Trapezoidal Loads (plf) Vert: 2=-3(F=25, B=25)-to-4=-134(F=-40, B=-40), 2=-0(F=5, B=5)-to-5=-25(F=-7, B=-7) . , ..., r... r ~.- r _ S .? rFY^ YA.a<<s .s-a r'f Y. ~...k. '.a'_aN l April 14,2008 A Warning - VerNy design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 BEFORE USE ~. This design is based onty upon the parameters shown for an individual building component that is installed and loaded verticely and fabricated with MiTek connectors. ~, Applipblliry of design parameters and proper incorporation of component into the overall building structure, inclutling all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ~`"` ~ ~ ~ F'~1 ~~ ~ '~ 6300 Enterprise Lane, Madison, W 153719 or Na Truss Plate Insffiute, 563 D'Onofrio Drive, Madison, W 153719 A}+° '4°+r~+,x Job Truss Truss Type Qty Ply 0 0 J1955572 T01 HIP 2 1 Job Reference optional) ttuliders First Source, Jacksonville ,Florida 31244 6.300 s Feb 15 2006 MITeK Industries, Inc. Mon Apr 14 13:06:21 2008 Page 1 I -z-o-o 7-0-o 72-a-o 7a-a-o zs-a-o z7~-0 r~ z-o-o 7-ao s-e-o ss-o 7-0-o z-o-o Scale = 1:50.1 8x9 d rti 1~ 0 2x4 I I 4 0 M Iq 0 7-0.0 5-9-0 5-8-0 7-0-0 Plate Offsets (X,Y): [2:0-1-10,Edge], [3:0-3-11,Edge], [5:0-3-11,Edge], [6:0-1-10,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) -0.18 10 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.34 10-11 >874 240 BCLL 10.0 'Rep Stress Incr NO WB 0.31 Horz(TL) 0.12 6 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 ~ (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BOT CHORD REACTIONS (Ib/size) 2=1757/0-3-8, 6=1757/0-3-8 Max Horz 2=-93(load case 6) Max Uplift 2=-759(load case 5), 6=-759(load case 6) 8x9 = 5 PLATES GRIP MT20 244/190 Weight: 118 Ib Structural wood sheathing directly applied or 2-11-9 oc purlins. Rigid ceiling directly applied or 5-11-0 oc bracing. FORCES (Ib) -Maximum Compression/Maximum Tension TOF CHORD 1-2=0/49, 2 3=-3210/1330, 3-4=-3440/1507, 4-5=-3440/1507, 5-6=-3210/1331, 6-7=0/49 BOT CHORD 2-11=-1145/2782, 10-11=-1152/2803, 9-10=-1112/2803, 8-9=-1112/2803, 6-8=-1106/2782 WEBS 3-11=-158/513, 3-10=-427/861, 4-10=-705/470, 5-10=-427/861, 5-8=-158/513 JOINT STRESS INDEX 2=0.78,3=0.64,4=0.33, 5=0.64,6=0.78,8=0.36,9=0.94, 10=0.80 and 11 =0.36 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp a~"` ,' ~, ~ ,n , ..,_~,~ ~ c.-a r^c ra ,-~xp vrs B; enclosed; MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. ~ _ -~ ~ ~ v ~ _~-~~ 3) Provide adequate drainage to prevent water ponding. 4) *This truss has been designed fora 10.G psf bottom chord live load nonconcurrent with any other April 14,2008 Co~iYi~il page 2 Werning - VarNy design parsmetera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE 113E '~, This desgn is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTak connectors. ~~ ~'i Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent brecing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Canter, ( ~ ~ ~- ~~~ ~~ !. 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153779 i 2x4 I I 3x8 = 3x5 = 2x4 I I 'Job Truss Truss Type 'Qty Ply 0 0 J1955572 T01 HIP 2 1 Job Reference (optional) t~uuoers I-Irst Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:21 2008 Page 2 NOTES 5) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 Ib uplift at joint 2 and 759 Ib uplift at joint 6. 7) Girder carries hip end with 7-0-0 end setback. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-118(F=-64), 5-7=-54, 2-11=-10, 8-11=-22(F=-12), 6-8=-10 Concentrated Loads (Ib) Vert: 11=-411(F) 8=-411(F) i..r. r "` ~ ~,. ~, ar~i ..ate, r-r.2~ r-i.~., -y .~f rarr r .mot r-, .y •»i--~.w _.. _ ~ f1 ~.y ~ R. 1. A<ns. r Y.~: a t f _?A ~ _. April 14,2008 '~, ~ Warning -VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 BEFORE USE ': This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. - ~~ '. ~I Applicability of design parameters and proper incorporation of wmponent into the overall building structure, inclutling all temporary and permanent bracing, is the ~, responsibilRy of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance reganling storage, delivery, erection I and bracing, consult BCSI-1 or H18-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ~ ~~ ,r-+r, ~~ ~ ~ ~ ', '. 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate InstRUte, 563 D'Onofrio Drive, Madison, W 153779 **,,•.rj, Job Truss Truss Type 'Qty Ply ! 0 0 J1955573 T02 HIP 2 1 ' _ Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:21 2008 Page 1 -2-0.0 4-9-4 9-0-0 16-4-0 20-6-12 25-4-0 27-4-0 2-0-0 4-9-4 4-2-12 7-4-0 4-2-12 4-9-4 2-0-0 Scale = 1:50.1 5x6 = 4 of 5x14 ; 5 Y .c l t lei +~lea ! t r'~•e ;F# el s~y dil?,N{ ~r. '.. , ., ~ ~~rr. ,~ 9-0-0 7-4-0 9-0.0 Plate Offsets (X,Y): (2:0-1-4,0-0-7], [7 :0-1-4,0-0-7] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.15 7-9 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.27 7-9 >999 240 BCLL 10.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.05 7 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 1251b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 5-2-9 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. WEBS T-Brace: 2 X 4 SYP No.3 - 5=11 Fasten T and I braces to narrow edge of web with 10d Common wire nails, gin o.c.,with 4in minimum end distance. Brace must cover 90°/d of web length. REACTIONS (Ib/size) 2=921/0-3-8, 7=921/0-3-8 Max Horz 2=-107(load case 7) Max Uplift 2=-338(load case 6), 7=-338(load case 7) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49, 2-3=-1409/934, 3-4=-1190/819, 4-5=-1035/806, 5-6=-1189/820, 6-7=-1409/934, 7-8=0/49 BOT CHORD 2-11=-633/1195, 10-11=-435/1035, 9-10=-435/1035, 7-9=-633/1195 WEBS 3-11=-187/225, 4-11=-48/281, 5-11=-117/117, 5-9=-48/281, 6-9=-187/225 JOINT STRESS INDEX 2=0.83,3=0.33,4=0.64, 5=0.99,6=0.33,7=0.84,9=0.39, 10=0.34 and 11 =0.56 Continued on page 2 A Wsrning - VsrKy design parameters amt READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 co 0 c m I~ April 14,2008 Q~.11~t'S FirstSourCe 3x8 = 3x5 = 3x5 = Job Truss Truss Type Qty Ply 0 0 J1955573 I~ T02 HIP 2 1 Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:22 2008 Page 2 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 Ib uplift at joint 2 and 338 Ib uplift at joint 7. LOAD CASE(S) Standard .,~.,~., 1.~.. _ r. t . .~.,r~ x~r ,. r 1 r~.Aa~ r^l~s. r-1• • ::?f -rr F ~ ~ '- ~1 A"i w~~ April 14,2008 A Waming VerRy deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE t This design is based only upon the parameters shown for an indrvrdual building component that is installed and loaded vertically and fabdceted with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bating, is the responsibility of building desgner and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regaMing storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Tmss Council of America, 1 WTCA Center, ~ i ~~~ ~~ 6300 Enterprise Lana, Madison, W 153719 or the Truss Plate Insthute, 563 D'Onofrio Drive, Madison, W 153719 '~ Job Truss Truss Type Qty Ply 0 0 J19555741 ' T03 HIP 2 1 __ Job Reference (optional) i __ _. ui ers Irst ource, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:22 2008 Page 1 -2-0-0 5-9-4 11-0-0 14-4-0 19-6-12 25-4-0 27-4-0 2-0-0 5-g-4 5-2-12 3-4-0 5-2-12 5-9-4 2-0-0 Scale = 1:50.1 4x6 M u5 m .' 0 6x10 3x8 = 6x10 = v Im 0 11-0-0 3-4-0 11-0-0 Plate Offsets (X,Y): [2:0-0-10,Ed e], [7:0-0-10 Ed e] [10:0-2-12 0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.31 7-9 >970 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.56 7-9 >534 240 BCLL 10.0 * Rep Stress Incr YES WB 0.22 Horz(TL) 0.05 7 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 128 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 5-2-0 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. REACTIONS (Ib/size) 2=921/0-3-8, 7=921/0-3-8 Max Horz 2=-122(load case 7) Max Uplift 2=-352(load case 6), 7=-352(load case 7) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49, 2-3=-1392/958, 3-4=-1065/763, 4-5=-895/756, 5-6=-1064/763, 6-7=-1392/958, 7-8=0/49 BOT CHORD 2-11=-648/118'1, 10-11=-324/894, 9-10=-324/894, 7-9=-648/1181 WEBS 3-11=-329/368, 4-11=-121/275, 5-11=-127/129, 5-9=-121/276, 6-9=-330/369 JOINT STRESS INDEX 2=0.92,3=0.33,4=0.60,5=0.36,6=0.33,7=0.92,9=0.00,10=0.85 and 11=0.60 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This ~ "','°'"' ' `""">,_. < , ,-~,;,.,.,, .. „,,. truss is designed for C-C for members and forces, and for MWFRS for reactions specified. ~ ;~: , ~ ~ r.' a ,' ~ ~•._q , ~ 3) Provide adequate drainage to prevent water ponding. 4) "This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other Co~1~i~t§r1 page 2 April 14,2008 Warning - VsrMy design perameten and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE i This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the ~ ~~, responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection - and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wootl Truss Council of America, 1 WTCA Center, (°- ~ ~ ~ ~~ ~ ~ ~ !, 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 1{~. Job Truss T03 Truss Type HIP ; Qty 2 Ply 1 0 0 J1955574_ _ Job Reference_o tionall_ Builders First Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:22 2008 Page 2 NOTES 5) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 Ib uplift at joint 2 and 352 Ib uplift at joint 7. LOAD CASE(S) Standard ..r._.,r,._. r. .a, ,.~~`, .~~, ~. ,s„P,,,r;~.- i~ Iii r•JF~ K-~`~.. 1 )•_v e-q FAFf:dl fld a «.i r».~a.. a~r.~r~ April 14,2008 i ~ Werinp -VerHy design parameter and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the j responsibiltty of building designer and / or contractor per ANSI / TPI 1 as referenced by the building wde. For general guidance regarding storege, delivery, erection and bracing, wnsutt BCSI-1 or HIB-91 Hantlling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, i ~ ~ ~~ '. ~.~ 6300 Enterprise Lane, Madison, W 153719 or the Trvss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 Job Truss Truss Type Qty Ply 0 0 J1955575', T04 COMMON 9 1 Job Reference o tional __j Builders First Source, Jacksonville ,Florida 32244 z-o-o 7-z-o s-s-o 4x6 = 5-6-0 m Iv 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.38 10-12 >786 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.52 10-12 >582 240 BCLL 10.0 "' Rep Stress Incr NO WB 1.00 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 1421b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 6 SYP No.1 D WEBS 2 X 4 SYP No.3 BOT CHORD REACTIONS (Ib/size) 2=1251/0-3-8, 8=1251/0-3-8 Max Horz 2=-136(load case 7) Max Uplift 2=-485(load case 6), 8=-485(load case 7) 7-2-0 2-0.0 Scale = 1:49.3 Structural wood sheathing directly applied or 3-11-0 oc purlins. Rigid ceiling directly applied or 7-7-3 oc bracing. FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52, 2-3=-2262/1522, 3-4=-2232/1705, 4-5=-2112/1723, 5-6=-2112/1723, 6-7=-2232/1705, 7-8=-2262/1522, 8-9=0/52 BOT CHORD 2-12=-1128/1937, 11-12=-580/1219, 10-11=-580/1219, 8-10=-1128/1937 WEBS 3-12=-327/402, 5-12=-833/1107, 5-10=-833/1107, 7-10=-327/402 JOINT STRESS INDEX 2=0.86, 3=0.33,4=0.57,5=0.84,6=0.57,7=0.33,8=0.86, 10=0.76, 11 =0.83 and 12=0.76 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. .a..,,,.... , ~,~ 3) 'This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other A ~ -~~ ~ r r- "r . ~'~ ; ~ - '~ "`- .~ y,.~y a , _, live loads. ~ ~ :, ~ Tom- .~. ~. .~ 4) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi April 14,2008 Continued on page 2 ~ Warning - VerNy design parametan and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building wmponent that is installed and loaded vertically and fabricated wRh MiTek wnnectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, {~`'` 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 j.~ ! %" e~"4~ C`f`~ I _...... 1 I ¢ q,,,J 1 1./ 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:23 2008 Page 1 3x5 = 5x6 = 3x5 = 'Job Truss Truss Type Qty Ply 0 0 I J1955575 T04 COMMON g 1 ; - _ ~ Job Reference (optional) Builders First Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:23 2008 Page 2 NOTES 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 Ib uplift at joint 2 and 485 Ib uplift at joint 8. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 5-9=-54, 2-12=-10, 10-12=-70(F=-60), 8-10=-10 .J.a41x . l..m+w ~`'I~r JF~`~•Y °t r'-A s.:,e 'i-M I3s>ty C wl Yw ..~y~ 1-~.1-~v~ ~ +a. a ~1~. , 9 x. .,r :'S'~, 9 L... '-.4-31 .... April 14,2008 A Warning -VerHy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and! or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, tlelivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 BRII1"~ FirstSource' Job Truss Truss Type Qty : Ply 0 0 J1955576 T05 COMMON 3 1 Job Reference o tional Builders Hrst Source, JacKSOnvule ,flOflda 31144 6.3UU S Hpf ly ZUUb MI I eK If1gU5LfIe5, mC. MOfI Hpr l4 l3a L:44 LVVb rage I -2-0-0 7-2-0 12-8-0 , 13-11-4 ~ i 2-0-0 7-2-0 5-6-0 1-3~ ,,..~ i i Srale = 1:39.8 7-2-0 13-11-4 r 7-2-0 6-9-4 Plate Offsets (X,Y): [2:0-2-0,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 ! Vert(LL) 0.07 7-8 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.08 7-8 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 931b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 BOT CHORD 2 X 6 SYP No.1 D oc purlins, except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-7 2 X 4 SYP No.2 REACTIONS (Ib/size) 2=660/0-3-8, 7=905/0-3-8 Max Horz 2=305(load case 6) Max Uplift 2=-267(load case 6), 7=-358(load case 6) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0152, 2-3=-8591393, 3-4=-843/602, 4-5=-769/621, 5-6=-27/4, 6-7=-239/87 BOT CHORD 2-8=-627/688, 7-8=-109/110 WEBS 3-8=-344/463, 5-8=-786/878, 5-7=-508/541 JOINT STRESS INDEX 2=0.81,3=0.25,4=0.21,5=0.70,6=0.36,7=0.57and8=0.74 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. '~~ ~~ ' ~~,^'_ i vl~ f r.„]~~-. 3) *This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live ~ ' , "~" ' v:' :.'. ~ ~ ~ y ~`~ ~'-.~'. loads. , ~;, ,' ,.:.., . r. ...., 4) All bearings are assumed to be-SYP No.2 crushing capacity of 565.00 psi 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 Ib uplift at April 14,2008 Co~IR~~~~f~~~~bLuplift at joint 7. A Warning - VerHy design parameter and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE This design is based only upon the paremeters shown for an individual building component that rs installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall bulding structure, including all temporary and permanent bracing, is the responsibility of building designer and ! or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection antl bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of Americe, 1 WTCA Center, ~ ~ ~ y^y ~~ ~ '~,. 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 ~`.~+.~,1, 3x4 = 4x5 = ob TrussTruss Type Qty Ply 0 0 J195557E T05 COMMON 3 1 'Job Reference o tional 3uilders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Apr 14 13:12:44 2008 Page 2 NOTES 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front {F} or back (8). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads {plf) Vert: 1-5=-54, 5-6=-14, 2-8=-10, 7-8=-70(F=-60) Concentrated Loads (Ib) Vert: 6=-220(F) .. r,..«~~.. r_,~ (I' 1 to"dla~ ! Lam. f'-J ...s :H-i rl 4lr..no1 sfii;s rrl .wy April 14,2008 A Warning • VerNy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE W: Thls design is Dried only upon the parameters shown for an individual building wmponent that is installed and loaded vertically and fabricated with MiTek connectors. ~~ ~',, AppLcability of design parameters and proper incorporation of component into the overell building structure, including all temporary and permanent bracing, is the responsibility of buildImg designer and I or contractor par ANSI I TPI 1 as referenced by the building code. For general gu~ldance regarding storage, delivery, erection ~' and bracing, consult BCSI-f or HIB•9f Handling Installing and Bracing Rewmmendation available from the Wood Truss Council of America, 1 WTCA Center, ~' ~ ~,{. ~ ~~ 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 _ {tt i4 Job i Truss Truss Type Qty Ply 0 0 J1955577 T05A MONO TRUSS 3 1 . Job Reference o tional A 7.A 7.7C ~'f /1r10 ~...... ~ Builders First Source, Jacksonville ,Florida 32244 b.3UU 5 Apr ly LUVO IVII I E,'K IIIUUJlfICS, nw. rvwn nNi r-r r~r. r.~.w ~~~~ ~ oy.. a-1-z Scale = 1:24.9 Simpson HTU26 LOADING (psf) SPACING _ 2-0-0 CSI DEFL in (loc) I/deft i Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.01 1-5 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.01 1-5 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.10 Horz(TL) -0.00 4 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 391b LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigod ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=245/Mechanical, 4=465/0-3-8 Max Horz 1=150(load case 6) Max Uplift 1=-52(load case 6), 4=-211(load case 6) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=-339/141, 2-3=-66/24, 3-4=-295/327 BOT CHORD 1-5=-353/274, 4-5=-353/274 WEBS 2-5=0/141, 2-4=-315/405 JOINT STRESS INDEX 1=0.35,2=0.22,3=0.18,4=0.25 ands=0.10 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Dpsf; Category II; Exp B; enclosed; MWFRS and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) 'This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi ,,,:,,,,,~ r_,,„ 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 Ib uplift fit, .;`, ' r" : , ~,` ~ '~ ;. ', ; ", ' joint 1 and 211 Ib uplift at joint 4. r ~ _ ~~ ~ ~~ ~' ~^ ~ ' ~~~ April 14,2008 Continued on page 2_ __ _ _ A Waming - VarNy daslgn paramatan and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an indiwtdual building component that is installed and loaded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure including all temporary and permanent bracing, is the responsibiltty of building designer and / or contractor per ANSI / TPI 1 as referenced by the builtling code. For general guidance regarding storage, delivery, erection ', and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Rewmmendation available from the Wood Truss Council of America, 1 WTCA Center, r-` i ~ ('4 ~~ !~ y. ' ii 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 11^^ '~`^^+,/ 6r L4..Ji 2x4 = 2x4 I I 3x4 = Job Truss Truss Type Qty Ply 0 0 J1955577 T05A MONO TRUSS 3 1 Job Reference o tional Builders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Apr 14 13:13:35 2008 Page 2 NOTES 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F)or back (B). Loading has been calculated by the truss manufacturer. It is the responsibility of the Architect/Engineer of Record to verify and approve the loading. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-10, 1-3=-54 Concentrated Loads (Ib) Vert: 3=-220(F) .a. rr,. ,ri. ~~,. t r t r.7.~n L, r_l+rns, .a M= ~1 a.1~N~°+ns.~ ttv n~f April 14,2008 --- A Wsming VerRy design parameter and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE 1111 This design is based only upon the parameters shown for an individual building wmponent that is installed and loaded vertiraly and fabricated with MiTek connectors. Applicability of tlesign parameters and proper incorporation of component into the overall building structure, inGuding all temporary and permanent brcing, is the responsibility oT building designer and / or contractor per ANSI / TPI 1 as referencetl by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HI&91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of Amerira, 1 WTCA Center, ~' ~ y p't 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate InstRute, 583 D'Onofrio Drive, Madison, W 153719 34 T°~*r~, ~ Job Truss Truss Type Qty Ply 0 0 -I J1955578 ~ T06G GABLE 1 1 __ __ _ ~ Job Reference optional) 6uIIQerS rIrSL JOUfCe, JBCKSOrIVllle ,I'IOflda SZZ44 z-o-o z-11-o b.:iuu s reb 15 [UOti MI I ek inoustrles, Inc. Mon Apr 14 13:06:25 2008 Page 1 2-~ ~-o 3x5 = 5 1 2-0-0 10 5-10-0 ~ 5-10.0 Plate Offsets (X Y)• [2.0-3-8 Ed e] 2.0-2-7 Ed el [5.0-2-8 Ed e] 8'0-3-8 Ede [8.0-2-7,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.02 9 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.04 9 n/r 90 BCLL 10.0 "Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 301b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 5-10-0 oc purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=245/5-10-0, 8=245/5-10-0, 11=53/5-10-0, 10=53/5-10-0 Max Horz 2=-66(load case 7) Max Uplift 2=-281(load case 6), 8=-286(load case 7), 11=-14(load case 7), 10=-19(load case 6) Max Grav 2=245(load case 1), 8=245(load case 1), 11=68(load case 2), 10=68(load case 2) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48, 2-3=-71/82, 3-4=-46/98, 4-5=-46/99, 5-6=-46/99, 6-7=-46/98, 7-8=-71/82, 8-9=0/48 BOT CHORD 2-11=0/79, 10-11=0/79, 8-10=0/79 WEBS 4-11=-39/26, 6-10=-39/31 JOINT STRESS INDEX 2=0.63,2=0.00,3=0.00,3=0.00,4=0.02,5=0.04,6=0.02,7=0.00,7=0.00,8=0.63,8=0.00, 10=0.02 and 11 = 0.02 .... .r-. r,.. "` r a.<_~ t ~~ NOTES °~_ '' r' ~-`~~ :~ 1) Unbalanced roof live loads have been considered for this design. "" Continued on page 2 April 14,2008 Warning VerHy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek wnnectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent brecing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 Scale = 1:16.8 6.00 ~2 o,.e i i 6 Job Truss Truss Type Qty Ply 0 0 J1955578 T06G GABLE Builders First Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:25 2008 Page 2 NOTES 2) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 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" 4) *This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 281 Ib uplift at joint 2, 286 Ib uplift at joint 8, 14 Ib uplift at joint 11 and 19 Ib uplift at joint 10. LOAD CASE(S) Standard _~.~rr.. r.,...~ " ~,. ,~., f _ ._,„r,. , .,~ w ...,.. ~ • a~..~ b. a>, ~ ~ 9 ~l ,~ i } ~ , , . r R-. `~F SA~C3 April 14,2008 ______ A Warning VerHy dealgn parameters and READ NOTES ON TNIg AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE '. This desgn is based only upon the parameters shown for an individual building component that is installed and baded vertically and fabricated with MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responslGltty of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HI&91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of Americe, 1 WTCA Center, ~""" 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofdo Drive, Madison, W 153719 A1~ I Job J~Truss Truss Type Qty Ply 0 0 J1955579 ~. 707 'COMMON 1 1 Job Reference o tional Builders First Source, Jacksonville ,Florida 32244 6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Apr 14 13:14:38 2008 Page 1 2-11-0 5-10-0 2.11-0 2-11-0 4x5 = Scale = 1:13.3 2-11-0 2 3x5 = 0 ~~ LOADING (psf) SPACING 2-0-0 CSI ~ DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) -0.00 4 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.11 I Vert(TL) -0.01 4 >999 240 BCLL 10.0 Rep Stress lncr NO WB 0.10 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.1 D WEBS 2 X 4 SYP No.3 PLATES GRIP MT20 244!190 Weight: 25 tb BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=443/0-3-8, 3=443/0-3-8 Max Horz 1=22(load case 4) Max Uplift 1=-153(load case 5), 3=-153(load case 6) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=-543/177, 2-3=-543!176 BOT CHORD 1-4=-136/459, 3-4=-136/459 WEBS 2-4=-91/324 JOINT STRESS INDEX 1 =0.28,2=0.16,3=0.28and4=0.11 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 3) "This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi ~. , 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 Ib uplift ~. .' , :"`r , I ~ ' y ~ ~ ~. joint 1 and 153 Ib uplift at joint 3. ~ ~ ~ ~~ ° ~~ "'' t.~ "~ 6} Girder carries tie-in span(s): 8-0-0 from 0-0-0 to 5-10-0 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). April 14,2008 Continued on page 2 _ A Warning - VerHy dealgn parameters sod READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE This design is based Doty upon the parameters shown for an individual building component that is installed and loaded vertically and fabncated whh MiTek connectors. gg Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general gwdance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, 153 19 ' ("` ~ ~ ('-`s ~~ '~, F*' '* Onofrio Drive, Madison, W 7 6368 Enterprise lane, Madison, W 153719 or the Truss Plate InslNute, 583 D ~ ~~ '~ ," 1 oti Truss Truss Type Qty 'Ply 0 0 ' J195557f ~ T07 COMMON 1 1 Job Reference o tional 3uilders First Source. Jacksonville .Florida 32244 6.300 s Aar 19 2006 MiTek Industries, Inc. Mon Apr 14 13:14:38 2008 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 1-3=-106(F=-96) .s..«r ~.. ~. r.r. 3 r,3=~-. Y. r .;n t .«u I .may 1 `xl v,~-i ~...i i u. ew4 tr°°t April 14,2008 Warning - VerNy design paramelera snd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE ~ This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically end fabricated with MiTek connectors. Applipbility of design parameters and proper incorporation of component into the overall building structure, inclutling all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection ~ and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ~ I ~ ,{, r"` ~~ V 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 153719 34'~"w+rf, K! Job b Truss Truss Type Q ty Ply I 0 0 11955580 T08G GABLE ~ 1 1 ti f 1 ! ona~ erence (o Job Re Builders First Source, Jacksonville ,Florida 32244 z-o-o z-o-o 6.00 12 3 6.300 s Feb 15 2006 MiTek Industnes, inc. Mon Hpr ~4 Is:un:~o zuca rage I 4 3x5 - z-o-o z-o-o Scale = 1:14.0 ~m did a-o-o Plate Offsets (X Y): [2:0-3-8 Edge] [2:0-2-7,Edge], [4:0-2-8,Edge] [6'0-3-8 Edge] [6'0-2-7 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.02 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 ~ BC 0.13 Vert(TL) -0.04 7 n/r 90 BCLL 10.0 "Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 231b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2 X 4 SYP No.2 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size} 2=240/4-0-0, 6=240!4-0-0 Max Horz 2=-58(load case 7) Max Uplift 2=-243(load case 6), 6=-243(load case 7) Max Grav 2=241(load case 10), 6=241(load case 11) FORCES (Ib) -Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48> 2-3=-9810, 3-4=-$4/5, 4-5=-84/5, 5-6=-98/0, 6-7=0/48 BOT CHORD 2-6=-10/248 JOINT STRESS INDEX 2=0.63,2=0.00,3=0.00,3=0.00,4=0.01,5=0.00,5=0.00,6=0.63and6=0.00 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE-7-02; 120mph (3-second gust); h=18ft; TCDL=4.2psf; BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, ` "~ ~` °,r,r, > ~~ 3 =~~~- and for MWFRS for reactions specified. '~"' "' " ~"`"" ""`' 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" April 14,2008 Continued on page 2 A Waming - VsrNy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAOE MN-7473 BEFORE USE This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated vnth MiTek connectors. Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ~ ~ ~ [""1. ~„, 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Ono6io Drive, Madison, W 153719 't"/4 r~,/~4 Job - - Truss Truss Type - Qty Ply -- - 0 0 J1955580 T08G GABLE 1 1 Job Reference o tional Builders First Source, Jacksonville ,Florida 32244 6.300 s Feb 15 2006 MiTek Industries, Inc. Mon Apr 14 13:06:26 2008 Page 2 NOTES 4) "This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565.00 psi 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 Ib uplift at joint 2 and 243 Ib uplift at joint 6. LOAD CASE(S) Standard wxf b ITr •,7.. •F"ti` n-J w.• :'#~A kA~N'F.}~' f a ftt ~~i.J•e•A w-..f i, + 1..., .,. '.3-~r .~"~ April 14,2008 iA Waming - VerHy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7475 BEFORE USE pp, IIJ~] ~' This desgn is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated wtth MiTek connectors. 'I~~~rl ' Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building coda. For general guidance regarding storage, delivery, erection and bracing, consult BCSI-1 or HIB-91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, ' ~ ~ ['t ~~, 6300 Enterprise Lane, Madison, W 153719 or the Truss Plate Institute, 583 D'Onofdo Drive, Madison, W 153719 ~"f, ~~ _ ___- -~ _ , ~ w s m~Q,~ N ANp IENtATtON p E ~~CASIO O on joint unless ire. PI- 13)4 ' ~ mans olas indicate otherw --, Dimensions are in inches• Applyd plates to both sides of truss a secvreN seat. ~ orientation. vacate e plates 1 j8„ from ~ a~ web d9 of truss and Ved ~ r ,tiering SY~tem N~ O' U O r •This sYmbdirecdt oat°f slots in ~ required later. ~.-- connector p PLATE SIZE imension is the width The first d: slots. Second A perpendicular tolength parallel j~, X ~t dimension is the t0 SIatS. J4 13 TOP C~O~ ~a 11 ORDS ARE NU Aa TH D pWEST W~SNT RINOUNp T~ E7RUSS STARTING FARTHEST TO THE LEFT. RIGHT WEBS ARE NUMBERED FROM LEFT TO ~E CODE APPROVALS CONNECTOR PIA qb-b7 96-31, BOCA 4822 3907, 1C80 432A 9667, 9 SBCCI 960022-W.970036-N WjSC1D14HR 5b1 NER ~enera- ~a'G'' Cause Propel Failure to Follow Could Damage ar Personal Injury design to the arty C~ O ~U a O r ies e~ terect on supe~'isor, prop Provide desig artier. building II other Interested p owner and a ainsfi each 2. Cut members to bear tightly ag other. face of truss at each each Avoid knots and wane 3. Place plates bed fully. tat joa t oca ions. ire noted, locate a°ent lolint ~ 4. Unless otherw th 1+ b„ from adl at'/A panel tang content of otherwise noted' moisture • e of fabrication. exceed 19% at fim 5 Unless lumber shall not design is not BRACING LATERAL tion of required Indicates Coca brat+ng• contmUOUS lateral gpARING oints at Indicatbeanng lsupports) occur ti. which ~+~ ~ •~~I ex r fo~yUSe W~htf ie retardant or b. Unless p per. applicaab{e e treated lum preserv eral non structural consideration an 7. Camber iso sibjlity berrfor deard atad deflection. is the resp practice +s to cam ensions e, size dnd Vocation dim CeaUirements. wn Indicate min'mum Plating g, Plate tYp rho ecies and size. and ` q, Lumber shall be of the sp alter than the acts, equal to or b inrolde specified. g athed or purlins amupst be she design. 10. Top chords acing shown on provided cing at 10 Uire lateral brq nstalled, 11. Bottom ~h° orslessq, if no ceiling +s l1, ft, spac'ng' ire noted. unless otherw d r ~ses a etthesferri o sibility of resp 12. Anchorage an connections to own with others unless sh Do not overload root omatefi rissses 13. ks of construction stac er or plate not cut or alter truss memrafessional 14. Da riot approval of a p without p engineer. in handling. 15. Care should be eXercise of trusses. erection and installation ©1993 Mi7ek® H°Idin95+ Inc. Sheet: MII-7473 M;tek Engineerinc} iteferen~e ASCE 7-02: 130 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C ?,.a4 HRACE (iJ 1x4 °L" DRAGS + (1) 2%4 "L" HRACE • (2) 2'X4 "L" BRACE •• (1) 2X8 'L' BRACE • (27 2S8 'L' HRAC6 ~I µ~ gppCplGR8PEC1C9 GRADE HRACEB GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B SPF 1 2 a 3' 4" s' 3" 6' 10" 4' 11" 8' 0" 4' 1l" 8' 11" 6' 8" 7' 1" 8' e' 8' 3" 8' s' 8' 8" B' 9' 10' 10" 10' 1° 11' 3" ld' 1" 13' il" 12' 11' 13' 3" 12' 11' srUn B' 3" 4' Ll" 4' 11" B' 6' s' S' B' s' B' 3' 10' D° 1D' D' lE' 11' 12' il' a Q HF STANDARD 3' 3" 4' 2" 4' 2" 6' 8" 6' 8" 7' 6" 7' 6" 8' 8" 8' 6" 11' B" 11' 8" 1 B 8 5 10 8 S 8 11 7 5 B 9 8 11 1 LO ii 8 12 11 i3 11 SP 8 B' 7" 5' LO" B' B° 6' 11° 7' S' 8' 8' B' 11' 10' LO" I1' B" 18' il' 13' 11' ~ ~ DFL {9 Sf(7D s' B" B B 6' 0" 5 0 6' 0' 5 0 8' 8" B 7 8' 8" 8 7 B s 8 9 8' 6' 8 B 10' 4" 10 3 10' 4" 10 S la' 11" 12 li is' 7" 13 7 i ~ -( SZ'~~ 1 Z B' 4" 4' 3" 4' 3" L 6' 8' . 6' 8" 7' 8" 7' B" 8' 1 D' B' 10" 12' 0' 12' 0" " ~ SP1' 3 9 8 0 O B 7 11 7 11 9 5 9 5 12 4 12 4 i4 0 id D STUD S' 9" B' 0" 8' 0' 7' 11" 7' il" 9' S' 9' 6" 12' 4" 12' 4° 14' 0' 14' D° w Q HF STANDARD 9' 9" 6' 2" 6' 8' 8' 10" B' 10" 9' 8" 9' 8" 10' 7" 10' 7" 14' 0" 14' 0" h 1 4 9 B B 7 E 7 11 B B 9 5 LO 2 12 5 13 5 LL U 14 D / sP g 4' 2" g' B" 7' 2" 7' 11° 8' 8" 9' S" 10' 2° 12' 6" 19' 6" 14' 0' 14' 0° r -, ~ 3 4' 0" B' 2" 8' S' 7' 11" B' 8" 9' 6" 9' 11" 12' 6' 12' B" 14' 0" 14' 0" Il-yl ~ DFL ~D STANDARD a 1 4 0 9' LO" " 6 1 5' 9° • 8 1 5' S° . 7 it 8' 11° " 6 1 A' 11' 1 8 5 9' 4" E it 9' 6° 1Z 5 10' 10" 12 6 SO' 10" 14 0 14' 0' 14 0 14' 0' ~ - SPF 9 4 z B 1 11 8 8 8 8 8 10 5 10 5 13 8 19 8 14 0 14 0 ~ SfI7D 4' 2" 8' il° B' 11" &' 9" 8' 9" 10' S° 10' S" 16' 9" 13' B° 14' 0' 14' 0' Q HF gTAN~AgD 4' 2" 6' 11 ° 6' 11 ° 7' 10' 7' 10" 10' S' 10' 5' 12' 3" 12' 3" 14' 0' 14' 0' 1 4 8 7 4 7 11 8 8 8 5 LO 5 11 2 13 8 14 0 14 0 14 0 SP 2 4' 7" 7' 4' 7' I1" B' 9° 9' S° 10' 6~ 11' 2° 13' 8" 14' 0° 14' D' 14' 0' ~7 4' 4" 7' 2" 7' 8° B' 9° 8' 2" 10' 6° LO' 11' 13 6 14' 0" 14' 0' 14' D' --+ DFL BTVn 4' 4" 7' 1" 7' 1" 8' @" 8' a" 10' 6" LO' 11" 13 8 14' 0" 14' 0" 14' 0' ~ gT~DARD 4' 9" 8' 1' 8' 1° B' D° B' 0' 10' S' 10' 8' 12' 8" 12' 8" 14' D' 1L' 0' D1ACOw,L HBAC6 ornall; 9DFfiC1T. I>BTGTS YAY E8i DOUHISD IIED?1 D11E10ttAL HRAC& B UEl6Q CON1ID4~ >IIAGOliAL H8AC8 70R eCO f eR BACH IIYD, YA3 11BB TOTAL LDYG1r1 is i4'. I ZZ4 6P yEN, DT-L f2, / YlOCf1C~L IBNGTH BHOWN DLtlOttAL 111 TA8(a ABErva. 6uYG[B OE DDDB].L Cllr (A8 ~1PN) AT UPPDR 6MA - I_I CONlIBCT DIAGOQiAL AT `+1~ ]~ER]P1' as V8It17CAl. wn. "°VARND(ff~° TRRSSES REOIIIRE IXTRENE CARE ]N FABRICATRVfi, FiANttD'1ry SHO'P1NG~ INSTALLING AND BRACDrG. REFER TO )CS] 1-03 (&1D.DD1G CQPCPETIT SAFETY 1NFCPNAT[RNI. PUBLISHED >rr T% (TRUSS PLATE [NSTITVTE. 583 D'CINCFT~ Olty S112TE 200, NAR]SCN~ VL 5371A AND VTCA (VmR TId1SS GOLNG7L OF ANEiOG(4 fi300 ENTERPRCSE LNG NAD[SRN. V] 337191 FCR SAFETY PRACTICES PRIIR TO PERFTRMING THESE FUNLTIRNS. UNLESS OTTQtVAE [NWLATEO~ lCP CHORD SNALL HAVE PROPEI~Y ATTAGFfD STRUGTLRAL PANELS AND IOTTIN CFQtO SHALL WIVE A PROPE7~Y ATTACHED ~ CEIL]NG ULIUS LEE' S CONS. ENGINEERS P.A. DBiJIAY66H8AC1t~P[.A S'1~4d-8161 lvo: 34889 STATB OF FIARIDA BRACING GROUP SPCCIEB AND GRADES: GROUP A: ~EiTCB-PDa3-11B ID:It-PiR 1 SiA1IDARD Z 31UD BfCm S BTANDAiUJ DOUGG3 F1R- CB SODTHEffiT PD01 H400 9l'ANDARD 9rANDARD GROUP B: E{F:1[-PDl A HT8 L g~ DOU~ GABLE TRU55 DETAII. NOTES: L1rE LOAD DBPbDLTION CR718[LA L9 L/ldd0_ PROrUIG UPLaT CDNt~BC'IIONB 191E 186 P11 OV6ft CCNS~fD0tf9 BBABItltl (6 F~ TC D1dD LEAD), OAaLT. BZ76 8O1'1'O~IB LOAD PHDIL 4' 0" Oll'IIlaCNNiRB FF14[ 8' 0' O9ZRBARG. DR 18" PLTMODD OVHBlIAttd. ATTACH BACN "L' BRAC& 1RTH 10d ttADB. # POA (1) 'L" BBACBi ~ACB NAII9 AT 8" O.C. D1 19" lam zottls Alm a' oa HC?IDBN zmaes. +A rox (n ~" 66tdCID: aPAGx HeDn Az s' oc. D1 1B" D'm EDN19 A1ID 8" 0_C. BEfIf1YN ZO1i6s. Z" BRACII?tl YU8'1 BB A LOYlYU1[ OH 800E OB 11® 1~ [~!(Q14{~ GARIE VER7ZCAL PLATE 8>ZE~ rSR11GAL [ENGTH 11O aPticx I1i59 771A1f ~ 0 1X~ OR 8&9 GRRATSB THAtt 4' o', BuT ;~ L1se 7HAx 11' e' f)R6A'DDl TNAtt 11 d 8,mIL + RBP1R TO C011YON YHDBS DE®GN 1'OR YsAK aPUCe, ANI7 >~. PLTllB REF `9CB7-O~CaB13015 DATE 11/28/03 DR1-G 107 arD r.AH13 iB ~ ffi' -ENG uax_ TOT. LD, 60 P3F NAX_ SPACING 24,0° REFER TO CHART ABOVE FOR MAZ GABLE VERTICAL LENGTH_ r ASCE 7 -02: 130 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 3X4 BRACE (1) 1704 °L" 9RACB + (1) 2Z4 "L" BRACE • {2) 27(4 'T," BRACE ++ (i) 2X8 ~,' BRACE + (~J 2SH 'L' 7~6 ~ GABLE VERTICAL gPACQ1G SPEClE9 GRADC NO $ GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 3 3' 8" 6' 8" 6' 6" B° 8" B' 9" 7' 10" 8' D' SD' 3" 10' 7" 13' S" 13' 7" S P F 8 9' 1' d' S" 4' S° 6' 10" 5' 10' 7' 10" 7' 10" $' 1 ° 9' 1' 12' 9' 12' s° , stun a' 1" 4' 6" 4' 6° 6' SD' fi' 10' 7' 10" 7' 10" $' 1° 9' 1° 12' 9" 12' B° w Q Hr STANDARD Z' 11" S' 9" 3' B' 6" D' 6' 0' 6' 8' 8' B' 7' 1 D' 7' 10' 10' 7" 10' 7' a 1 3 9 5 B 5 ii 8 8 7 0 7 10 8 5 10 9 11 1 12 3 13 2 SP 2 B' 6" 6' 6" 6' 11" 8' 8° 7' 0' 7' 10° 8' 6° 10' B° il' 1" 12' 8' 13' 2° f9 s' 9" 4' 8" 4' B' 8' 0" 8' 0" 7 10 8' 1" 9' 4" B' 4" l3' 3" la' 6" ~ ~FL u~'[7D 3 3 d 8 4 B 5 li 5 it 7 10 8 D $ 9 9 9 i2 9 12 B STANDARD B' 0" S' 10" 3' 10" 5' 1" 6' 1" d' 11" B' 11" B' 0" S' D' 10' 10" 1D' 10" 1 a " . " r , . . " [--~ SPF s 7 5 5 5 5 7 2 7 2 B it B 1 2 11 11 2 14 D id D STUD B' 7" 6' 6" fi' 6" 7' a' 7' 2" 8' 11" B' 11" 11' 1" 11' 1" 14' D" 14' D° W Q ~~ STANDARD S' 7" 4' 8" 4' 8" 8' &" 8' 2" 8' 3" 8' 6" A' 7' 9' 7" 12' 11 18' 11' 1 4 0 B d 8 10 7 8 8 1 8 11 9 7 it 9 12 8 14 D 14 D SP a S' 11" B' 4" 8' 10" 7' B° B' 1" 8' 11" 9' 7" 11' 9° 12' B" 14' 0' 14' D° , 8 S' 9" 6' 7" 6' 7' 7' 4' 7' 4" 8' 11" 6' 6" 11' 6" 11" 6" 14' D" 14' D" ~ DFTL sroD STANDARD s 9 B' 9" 6 B 4' B' 5 6 d' 0° 7 s 8' S° 7 8 8' 9' 8 it 8' 5" 9 5 8' S° 11 4 9' $° 11 4 9' $° 14 0 13' 9' 14 0 13' 9' e 1 r " . " " . . ' SPF s s 11 B a 6 9 8 s 3 8 $ 10 10 8 12 11 18 1 14 D 14 0 ~ LTL~ SfI7D 9' 11" 9' 9" B' 6" 8' 3" 8' 3° 9' 10" $' 10" 12' LO" 12' 10' 14' D' 14' 0' Q 1 11' ~~AgU B' 11" 6' 4" 6' 4" 7' 1° 7' 1" 9' B" 9' 6° 11' 1' 11' 1' 14' D" 14' D' x 1 4 5 6 it 7 6 8 3 6 11 8 10 10 7 12 it 1S 11 14 U 14 D Q+ c~ J 2 d' 4" 8' 11' 7' B° B' 9° B' 11' 9° 10' 10' 7' 18' 11' 13' 11° 14' 0' 14' 0' ~ ~ 4' 2" B' 6" 8' 6° 8' S° 8' 8" 9' 1D' 10' 4' 13 11 19' 3" 14' 0' 14' D' r+ D F L srUD 4' a 8' 4" B' 4 8' s" 6' 6" 8' 10" 10' 4' 12 11 a' L" 14' 0" 14' 0' STANDARD 4' 0" 5' 8" 5' B° 1' 9° 7' 9' Q' 9' 9' 9° li' d" 11' 4" 14' 0' 14' 0' THUBB DIAf,O11AL HHAC6 OPTS7N VLRIlGI. ISNGTH YAY B8 DOUBLED IIE831 DQdGONAL HRACE Df UB6D. CONNDL~ rrt~r n•r. HSACB 7VR Ei~7f AR ]iACH ]SID. YAI RJD] TDTAL LIITGTH IB 74'. ~ zx4 er aR / 1 ]SM1L ~8 OH 9&R1IC;dI, LENGTH BHOIIN ]N TAHfB A@CFW3, BS1'fDR DSAAGNAL HMCD; BQiGIT. as nrru7Er.>c I cot (AS 91EOTPN) AT UPP&R 6ND CONNECT DIAGONAL AT 7~®rr na v~r7cA7. TI]EB. JULIUS LEE`S +RNrrauHC^x TRIASES RERIARE E7(TT~ME CARE 7H FAHIICAT7NG, HNHA1lCi, sH7PPw8, 7NSTN17Iii AlID CONS. ENGIN®tS P.A. EiT81COV6. REFER TO RCS! 1-03 OUOLDOVG COMPOfENi SAFETY [NFi]IOi~T7CM~ PU]LIAiEO ]K Tl'! C7RUS3 N~R! ~ ~ T 9 ~ M E 1166 @~ 4ih A9ANE p(tlat TO PElRT]R ~ PRACC7EE3 N ~, tY10[SCN, If SAFETY Vt Si179 f CF ANEIZDCA~ 6300 ENTERP E (17Q~Y ~~' ~ SS66},-Cff(f1 RMLSE 7NQLGTED. TOP CHERID SHN1 FNVE PROPERLY ATTACHED T}ESE FLNCT7WS. UNLESS DTT S71d1CTLiMI PM7ELS AND 80TTII1 CF!>RO SHALL HAVE A PROPERLY ATTACHED I~ Lm7lRaa No. 94889 STATE DP TIIAIIDA MAx. ToT- LD. so PsF MAX- SPACING 24.0" REF ~7-O~CAB13030 DATE 11/26/08 D1PG i~~ srn aAeLa ~' 8x1 -ENG BRACIl~IG GROUP 9PEClER AND GRADER: GROUP A: ~EIICe-PIND-1@ ID9[-PIR 7 STANDARD Z STUD @TSID S STANDAiO7 DOUGLAS PIR-LARCH SODT}7g@i PODS 81'UO 9['ANDAR~ STANDARD GROUP s: HEI[-PDt k HT8 t B® DOU® GABLE TRU55 DETAII. NOTES: LITE LOAD DBPL1ST10N C8118RJA E9 L/>340- PROTO~ UPLAT WN!)BCIION@ 1L1L i@0 ] it OV6B CDN17Nl]Ot!@ ]~A8Hf0 {6 P'~ TC D1'dD LOAIf). GABL& 8ND BOPPOSIB ]AAA PSOO[ 4' 0' DUTLDORD<IE9 7FR1H 7:' o" D9s7te-NG DR is' PLY1100D OVBRJIANO. ATTACH ]SACN 7." HRAG& lI1TH SOd NAQB. f PDA (1) 7.' HBAC4i BpdCB NAII9 AT 8" D-C. Qi SB" DYD ZON}5 AND 4' O.C_ HE71fiBN ZDNB9, # N' IEOi (7) 'L' DRAGI;9: BPAGTi NADB AZ S' O.C. a1 IS" 11YD SONEB A1ID 8" D.C BL71Ii>QN ZON88, Z' 6RACStO ],[llS'1 ]DZ A MOYDIUIi DP SD1L OB 1188 GABLE VERTICAL PLATE 91ZE9 vancAL tskcnc Ra l~lSt7 I899 THAN L 0 1X6 DR BL9 GB6AT86 THAN 4' D', BUT 2X6 sESa ~aatr 11• e' c71t~-~ 14tAN u e a.mu + R@rDt TO COIE~ION YHDBS DE6mGN IpR P6A7C aPUrs, AND >~. PL788 REFER TO CHART ABOVB FOR MA% GABLE VERT[CAL LENGTH. TYPICAL ATTIC s BRACIN G TRUS . ,..pn/C G ~E'IAIL ERNATE BG R~Eg TRESS TYpI.CA X ERIpg, FLp,T FORE ~~ pITCH~~ q. 12d"~ ZRUSS 2~'~ Q.c• 4 1zd MAX 30~ (2'-~~) '~Z s #Z sP 'fiON 24 o.c. UPSE ROOF TRUSS EX QER R FLAj SIMQSON H5 ~-~ ,ABLE END SS -~~T AIL T~~ GAg~ DETAIL n 0/C (~~-12d ~' BACK ~ TRESSES j ~$ ~ ~ ~~cr cR acs e~tl ~sc~ a~ "~''~°~~ ~ ~ VERTICAL WEB a~ '~ L -WALL ~ G ~E AIL TYp~.C A BRACIN A-A 4~p/c MIN 3x4 `~"~~'. gx6 W 4N ~~B MIN 6g x F-gC.ON~R~ F PROFILE GIRDER ~, A_A SEE g,OQF TRDSSE RoaF ~4A a/c gOR UPLIFT D DETAII' gOR GABZ CEAL EHI13D L~, Ti'c ~,c~ vER`~ JV LIU 5 ~~,SLP.~ g, 12d ~ Q~C ad~ o%~ A ~X4 LEUG~ aa; 9~~~A _~,n~R_ sr~'~ °~ A-A TgU55E5 24'~ OTC ~~ G.K DET AIL PI~~YBA TOp CHORD ~ #~2 ~ S~+I'F~ gpT ~~S #DE91GN F~ D~xBG ~ S ~ D ~ TAT aN@ gp'I7CC R~ TG ~ 4' sT E~ ~~~ ,mpg TD QyHACX ~pRD SpL1CES 1~T 9$ TO N~ D~ECe~ QVEB ~~~R ~ 0?dITTP~' ATTAGIi MAY Y8~ 1g B~tgY ~ 1.5X9 P~`TE. CAD, ~' D PUR ~u99. CI~~ p,~u0`~' g~t4~P G~RQ ,~pP QF ~'~`~~ $OTQ7 ~a ~SCl~PF~''1~G ~,pC1NG, p.SCC 7-Da EXP"• ~' s ~ P0~ ~~ ~ p~ytN ~, M~ 9~ t~tia6 ~F ~~, ATTACK P ~$R Q811F,pTH THE ~ GN FQR ABC~tB ~dNg: 1f~D~ M~YO~ aepUSD E 8 DES FQLIA~G ~ D EI~~' LB1~5DG, T~ p~6 P9F. ~fl aC DL= gg'~ TO 8N ppP1~GA8 ~FxGT ~~ ~,SQ~. ~d~ 5 P9P VIQ~ T2ii9 D ~~ ~Q(D. 90 ~ DL 6 p9['. ~~ ~ 1~CtaT®~AN ~~ }IG~T~,.~gQ~ ]N RAE 1~,idC,LC1~D~D~'6 P9f' ~~ e~~ g6 QFP~ p~Ep b~ ~ ~~ E ~ ~~~~ e~ ~c~sai~se E ~ p1~TE9 ~ ~ a E ~ E E E 8 E 4~Fr1"'__.~ 'PE ~C +~ pI~YBd~ ~g~ P~ TIf[E OF G THE FI~~ ©RT~ ~c3sY. ~p~,Y C ATTACK TE N g nTTACB T S p6R FAQ ggUS9 FACE AND ~ ~~j p,l?A. g~gCIA3+ PLp'TE TO E~+ C SFAG$ ~QC OR U+~g• o c o Q o o° ~. o aoopao G a o 0 o a ~~ C a C O g 1/49 y,},017 ~ B47A45 ,~G3 834,Q1$ 6 4 p~~5 DgA REF PIGGYRA~IC * T~5 DRAG ~ ~ LOAD~G PATE 09j12gTD PIG 55 P~ AT DR~GyLITEK ,~ 11 ezA~. FAC~ _EN~ ~ ~ ~~~,~ seEC'~ ~L~VS LEEP.A. 1.33 DUR' aL ~.,~~t ~4X QR ~ ~tiT9 ~B TKO' _ ,,..mL7MG. S,N,7~tStlFS a.~a E~ I Ca~ E ~ z~ei seater ~ 'i'a ~~ J pE 88 6P~ 3fl~ Ty 3Y5 2.5X4 2.6X4 2g4 A ~ by8 488 5Xk 8 1.5X4 1,5X4 1.5X4 ~ 1.5Y'd 5g6 5X6 ~ D 584 ~~~ OT Y nC, ~ pRR~~,~D ~{TiCA~ , Nslt,S~ O8 ~ TE9 '~$ 4) 0~~ ~T Ac~~~X~ ATr~g PgR~A~~~'~ G~ D~~G 160 E4U COI~C~. ~QT~'TZVN~ .., c~T _ ~ _ ...mar. _---- ltas g'~g 50 F~ AE C. 1.25 DUg- 47 PSF pT DUR, FAC• 1,15 24.0 sp~~T~ VALLEY DETAIL APPLY iX4 A ~~~ ~. TRV Ss R s SEAL gESIG~N~ GR~E OR BETTER, VQA~~NGINEE ' A5P8G OC, QR ~ ~g TIpAN ~ gTERAL UNLESS SPECIFIID ~, 5A~ ~D1GTH OF ~~ 2.6"} NAILS CBS Gam' 12'0'x• 1fTrH 8 y SPACED 1FQR ~,,IICAI, VALLEY ERU~'' HEIGHT MAY NOT EXCEED BRACED WITH. M V~~y VERTICAL 5ET PLIED PRIOR Ta VALLEY TR~S MAXtMD EAT SHEATI~IING AP CHGRD OF TRUSS ~'pED SF~-ED DESIGN T pgOPERLY ATTACKED, ~~Aj,I,ATION SE SPECIFIED OB EDIGINEIIZS' ~ aTHER~ ACING AS SPECIFIED ON ©~g AT RVSSES USED IN L1EU OF PUg1,iN ~ THE TRU95 BY VAI.1'EY T DEIGN. CING THE TOP CH ERDOp CIiORD- N SPACING FOA BRA ENGINEERS SEALER ONG THE S~PgTICAL HEIGI~T DpES PUS URED ~ ~+r NOTE '~`~ v~,t,EY IS K~ AS L0I3G A5 T~ ~ BENEATH S MAY BE BUILT ++ LARGER `~~ 1,2,Q- 4R PITCHED CL~ A6 SHOWN. NOT EXCEED UARE BOTTOM CIiORD MAY BE 9R W4X~ X4 SPF #1!#2 oR BETTER. BET'~R' 2X4 SP #2 4R 2N pg SPF # !#2 aR $4T Gfi~S 2X4( SP #22aR ~~ HED UARE)• OM A 2X6 (P~ OR 9Q U5S NTH' : 2gg 1dAY BE gIpPED ~ RY S.IJpppRTING TR D FOR TOE-N~'E 3 16d FOR •* ATTACI3 EACH VAA ~ 3g"X 3 ~'•} NAIL`3 DR { } {2} iBd HOX { A9CE 7-02, i1Q ~'.HII ~D~ ENCLOSED F,HC 2004 110 MI'H K WIND. 16 MFG TC DL=g P5F• ASCE '~-p2 190 Mp WIl`TD BUILDING, F~P• C~ RESIDENT" Ep,OI~ ~,{D t7R ~GER AS ~~ D 4-0-p MAX 12 12 MAX,[- I(2X4 yg2X4 waxy _____,~ ~._.-8-0-0 AJAX .tA•~_ 12 12 MAX•( ~ 6-0-d "G-~e~"- 16-0-0 IIAX ~._ 12 12 M~-ri vALI~ SPACING PITCHED GHQ HVaAL~'Y BOT~QM ~,HDRD VALLEY W~4 --I ~* 4~ G~~ ~i4 iY1X3 y~X3 (MAX SPA~%~'~t W'iX3 wixs w5x~lsPL 0_Q MAX (++) M SPACING. G2TRUSSE T 24" OC MA~u SUPPURTIN S A II~G, CISTN-L[NG #10 IIMmUNG, SNIP [SIGH 8Y '8'< <~~Cjl E pCfREYE LPPE N~~Sf~FE7Y~II~71~~N'18>•WTG N~ p~ERF~Y' ~VyEtN]NGNk TWfo ~[m~ ~yR~ ~~ -va~ FDR gpFET't P ~~EpfQPEfd-Y a GCFED W. ~ ~~ 6300 ElnE FF Vl ~~A ~~ ~EW.Y LAT'tAEFCB RIGID CE TME~y~C'ImNS. S ~S ~jTCM CNiRS 4FMy1- r~TRt1CTlRPt. PATf]- W2 QP ~NDETAI~ ~I, ' p~,~ Eg,pMII3G caMMaN i~RUSS~s AT ~`Ir OC G I~pLACE9 DRAWING X05 ,~yg pRA1PII1 Vp,LLEY DETAIL 20 24 PSF REF ii 28109 PSF DATE ! ~~LIV s LEE` ~ TC DL 7 i5 VALTRUSS1103 ENG~E~ p.A• 5 PSF DRWG ~ CONS. BC DI• ~ PSF -ENG I neuuy 5~~` ~ BC ~' ° o PSF ~, 32 40 TOT. G 24" s.~,~ ar e~~~ SPACLN OF`I'IONDETAIL 1aINT a TOE-NAIL ' TO BE DRIVEN AT AN ANGLES~~TAPEDRAppgpgEyL[ATELY Y •~~ DEGREES WITEi T~ PIECE AND FROM THE END of THE ONE-THIRD THE LENGTH OF THE NAIL MEMSER• EDGE DISTANCE, PER ANSI/AF$tPA NDS-2001 SECSIOSHA~.,~HE SUFFICIENT TO ISTANCE. SPACING' "EDGE DISTANCES. END DISTANCES AND END D OR NAILS AND ~'~ " DETAIL BE USED IN A SPECIFIC CHARD THE N[IMHER qF TOE-NAILS UPON PR E,~pRaPEROCONS'1~UCTION APPIS LUMBER SPEClENSD AND NAIL '~ SIZE, AS GOOD JUDGEMENT SHOULD DETERI~NE pRACTICE5 A5 ~~ TKE NUMBER OF NAILS TO BE USED coNNECTtaN FaR JACK FHg~~IING Ay~4IAPSINGLE OR ~ ~ PLY SUPPORTING GIRDEA. SPACINGS F WOOD. PREVENT SPLITTING OF THE 01&2"X3.5 MAXIMZJM VERTICAL, RESISTANCE OF 16d ( - DOUGLAS FIR-ARCH NUMBER OF SOUTHERN PINE 2 PLIES TOE-NHS 1 PLY 2 PLIES 1 FLY 181# 234# 2 197# 258# 351# ') COMMON TDE-NAILS HEM-FIR SPRUCE PINE FIR 2 PAS 1 PLY 2 PLIES 1 PLY 199 158# 203# 154# nn u 3 296# 383# 271# 312# 408# 307# ~„f~ 394# 511 3R1# 468# 390# 50'7# 384# 496# 4 452# 585# FACTOR. 5 493# 639# ---------._ ~S MAY BE MULTIPLIED BY AFPROPRIATE DURATION OF IA sr.r, VAL ~ --- 30°- 80° 1 1 /6" pgTIONAL (2} PLY GIRDER ALTERNATIVE GONDIZ'ION ExipENE CARE 1H FppR1CATING. HAplDLIIJG~ DPW ED ~ T~ ~~ TRUSSES RERUII+L R,1G tORPESFNT SAFETY [MFCRtNAtIQ~D~~A c~WOp~ E~pRwl~K+a .~,yW~IX+R ff~ 1.8$ 01~11L9 ATE 2DD. MADISW' M~~TY9PRACTLCEB PRS41 Bft/1CRlG, TEi DR3~ rRFR DLSW~ VI •,~T191 fTR SIW1 HAYS PRLPERLY ATTpf.HEO PLATE 7NSTITU~D ENTEPFR]SE LN t41 LY ATTACHED RIGID T~TESE~TLWS• UNLESS ~~RMp~pRD SHALLT HAVE A~ ~~ S7ILUCTLRtAL PINEI-S AtID HDTTCSI TIONAL ~ PLY TDER / J`'~JACK THGS DRAW[NG ItEP1~CE8 bRA1(AVG 784040 PSF REF TOE-NAIL T T ~T` ~ TC LL PSF DATE 09/12/07 CANS BNGINEERS p•A G TC DL p~ DR'RG CNTONAII~103 ~,~~ ~.°-a~eL BC DL PSF _ENG aL BG LL ~_~ I TdT. LD. F5F DUR- FAC, 1.00 ~~ s46s9 SPACING STATE dF FfARiDa Manual J Winter Calculations Residential Load -Component Details (continued) Scott Mcalister Project Title: Code Only 80 Ardella Rd. 80 Ardella Rd. Residence -Model 1136 Professional Version Jacksonville, FL 32233- Climate: North 419!2008 HOiLE HOUSE Ti0TAl5 Subtotal Sensible 23264 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 23264 Btuh EQUtpAdENT 1. Electric Heat Pump/Split #(Outside) #(Inside) 24000 Btuh Key: Window types (SHGC -Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types -metal, wood or insulated metal) (U -Window U-Factor or'DEF' for default) (HTM -Manual) Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab-on-grade or area for ail other floor types } Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations -Winter Residential Load -Room by Room Component Details Scott Mcalister Project Title: Code Only 80 Ardella Rd. 80 Ardella Rd. Residence -Model 1136 Professional Version Jacksonville, FL 32233- Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 4!9/2008 This calculation is for Worst Case. The house has been rotated 135 degrees. -omponent toads for Zone #1: Main Window Panes/SHGC/Frame/U Orientation Area s ft X HTM= Load 1 2, Clear, Metal, 0.87 SE 20.0 33.1 661 Btuh 2 2, Clear, Metal, 0.87 SE 25.0 33.1 827 Btuh 3 2, Clear, Metal, 0.87 SE 20.0 33.1 661 Btuh 4 2, Clear, Metal, 0.87 NW 26.7 33.1 882 Btuh 5 2, Clear, Metal, 0.87 NW 17.8 33.1 588 Btuh 6 2, Clear, Metal, 0.87 SW 50.0 33.1 1653 Btuh 7 2, Clear, Metal, 0.87 SW 10.7 33.1 353 Btuh 8 2, Clear, Metal, 0.87 NE 26.7 33.1 882 Btuh 9 2, Clear, Metal, 0.87 NE 4.0 33.1 132 Btuh Window Total 201 s ft 6638 Btuh Walls Type R-Value Area X HTM= Load 1 Frame -Wood - Ext(0.09) 11.0 716 3.6 2581 Btuh 2 Frame -Wood - Ext(0.09) 11.0 388 3.6 1399 Btuh 3 Frame -Wood - Ext(0.09) 11.0 344 3.6 1240 Btuh 4 Frame -Wood - Ext(0.09) 11.0 386 3.6 1392 Btuh Wall Total 1834 6612 Btuh Doors Type Area X HTM= Load 1 Insulated -Exterior 42 13.3 559 Btuh Door Total 42 559Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin 30.0 1136 1.2 1375 Btuh Ceilin Total 1136 1375Btuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0.1 145.0 ft(p) 44.8 6502 Btuh Floor Total 145 6502 Btuh Zone Envelope Subtotal: 21685 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.16 10224 1834 27.3 1139 Btuh Ductload Notably sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DLM of 0.019) 440 Btuh Zone #1 Sensible Zone Subtotal 23264 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Winter Calculations Residential Load -Component Details (continued) Scott Mcalister Project Title: Code only 80 Ardella Rd. 80 Ardella Rd. Residence -Model 1136 Professional Version Jacksonvil{e, FL 32233- Climate: North 4/9/2008 NoL~ HoU3E Tt3TALS Subtotal Sensible 23264 Btuh Ventilation Sensible 0 Btuh Total Btuh Loss 23264 Stuh EGlU1PM~NT 1. Electric Heat Pump/Split #(Outside) #(Inside) 24000 Btuh Key: Window types (SHGC -Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types -metal, wood or insulated metal) (U -Window U-Factor or'DEF' for default) (HTM -Manual) Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab-on-grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations -Winter Residential Load -Whole House Component Details Scott Mcalister Project Title: Code Only 80 Ardella Rd. 80 Ardella Rd. Residence -Model 1136 Professional Version Jacksonville, FL 32233- Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 4/9/2008 This calculation is for Worst Case. The house has been rotated 135 degrees. Component Lcaads for Whole House ~~ Window PaneslSHGC/Frame/V Orientation Area s ft X HTM= Load 1 2, Clear, Metal, 0.87 SE 20.0 33.1 661 Btuh 2 2, Clear, Metal, 0.87 SE 25.0 33.1 827 Btuh 3 2, Clear, Metal, 0.87 SE 20.0 33.1 661 Btuh 4 2, Clear, Metal, 0.87 NW 26.7 33.1 882 Btuh 5 2, Clear, Metal, 0.87 NW 17.8 33.1 588 Btuh 6 2, Clear, Metal, 0.87 SW 50.0 33.1 1653 Btuh 7 2, Clear, Metal, 0.87 SW 10.7 33.1 353 Btuh 8 2, Clear, Metal, 0.87 NE 26.7 33.1 882 Btuh 9 2, Clear, Metal, 0.87 NE 4.0 33.1 132 Btuh Window Total 201 s ft 6638 Btuh Walls Type R-Value Area X HTM= Load 1 Frame -Wood - Ext(0.09) 11.0 716 3.6 2581 Btuh 2 Frame -Wood - Ext(0.09) 11.0 388 3.6 1399 Btuh 3 Frame -Wood - Ext(0.09) 11.0 344 3.6 1240 Btuh 4 Frame -Wood - Ext(0.09) 11.0 386 3.6 1392 Btuh Wall Total 1834 6612 Btuh Doors Type Area X HTM= Load 1 Insulated -Exterior 42 13.3 559 Btuh Door Total 42 559Btuh Ceilings Type/Color/Surface R-Value Area X HTM= Load 1 Vented Attic/D/Shin 30.0 1136 1.2 1375 Btuh Ceilin Total 1136 1375Btuh Floors Type R-Value Size X HTM= Load 1 Slab On Grade 0.1 145.0 ft(p) 44.8 6502 Btuh Floor Total 145 6502 Btuh Envelope Subtotal: 21685 Btuh Infiltration Type ACH X Vol ume(cuft) walls(sgft) CFM= Natural 0.16 10224 1834 27.3 1139 Btuh Ductload (DLM of 0.019) 440 Btuh All Zones Sensible Subtotal All Zones 23264 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Residential System Sizing Calculation Summary Scott Mcalister Project Title: Code Only 80 Ardella Rd. 80 Ardella Rd. Residence -Model 1136 Professional Version Jacksonville, FL 32233- Climate: North A !n ('1 n!1 A Location for weather data: Jacksonville -Defaults: Latitude(30) Altitude(26 ft.) Temp Range{M) ~v Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidit difference 53 r. Winter design temperature 32 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter tem erature difference 38 F Summer tem erature difference 18 F Total heatin load calculation 23264 Btuh Total coolin load calculation 23584 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Heat Pump) 103.2 24000 Sensible (SHR = 0.75) 79.9 18000 Heat Pump + Auxiliary(6.OkW) 191.2 44478 Latent 572.4 6000 Total Electric Heat Pum 101.8 24000 WINTER CALCULAT{ONS Winter Heating I nari (fnr 113Fi snftl Load com onent Load Window total 201 sgft 6638 Btuh Wall total 1834 sgft 6612 Btuh Door total 42 sgft 559 Btuh Ceiling total 1136 sgft 1375 Btuh Floor total 145 sgft 6502 Btuh Infiltration 27 cfm 1139 Btuh Duct loss 440 Btuh Subtotal 23264 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 23264 Btuh ( Floors(28%) SUMMER CALCULATIONS Glmmar (~nnlinn I Hari (fnr 11'~R snftl Load com onent Load Window total 201 sgft 11713 Btuh Wall total 1834 sgft 4715 Btuh Door total 42 sgft 426 Btuh Ceiling total 1136 sgft 1917 Btuh Floor total 0 Btuh Infiltration 14 cfm 270 Btuh Internal gain 2860 Btuh Duct gain 635 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 22536 Btuh Latent gain(ducts) 157 Btuh Latent gain(infiltration) 491 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occup ants/other) 400 Btuh Total latent gain 1048 Btuh TOTAL HEAT GAIN 23584 Btuh LeteM Internei(2%) IM. Duds(0 Infil.(3% Doors(2%) Walls(209G In1~1~~2%) Cellings(8%) lows(29%) elw,gs<s%) EnergyGauge® Syste~i~n~ng'in@eling, LLC Version 8 PREPARED BY: For Florida residences only DATE: ~ ~ - EnergyGauge® FLRCPB v4.5.2 wansrze%) BUILDING INPUT SUMMARY REPORT Title: 80 Ardella Rd. Residence - M Family Type: Single Address Type: Street Address E- Owner: Scott Mcal ister New/Existing: New Lot #: N/A W # of Units: 1 Bedrooms: 3 Subdivision: N/A ~ ~ Builder Name: S.W.M. Bu ilders Conditioned Area: 1136 Platbook: N!A F~ ' Climate: North Total Stories: 1 Street: 80 Ardella Rd. Q. I Permit Office: (blank) Worst Case: No County: Duval Jurisdiction #: (blank) Rotate Angle: 135 City, St, Zip: Jacksonville, FL, 32233- . (n ', # Floor Type R-Val ArealPerimeter Units N # Door Type Orientation Area Units O~ 1 Slab-On-Grade Edge Insulation O 1 145 0 ft 1 (P) ~ _- 1 Insulated Exterior ----- ---------- 21.0 ft 2 0 O I 0 I ~ # Ceiling Type R-Val Area Base Area Units # System Type Efficiency Capacity (' 1 Under Attic 30.0 11 36.0 ft' 1136.0 ft' 1 Z I 1 Central UniUS lit P SEER: 15.00 24.0 kBtu/hr Z J JI O redit Multipliers: None _ ___ ~ Credit Multi lie d F C _ __ p rs: e n ', # Wall Type Location R-Val Area Units # System Type Efficiency Capacity ~ 1 Frame -Wood Exterior 11.0 358.0 ft' 2 ~ Z I 1 Electric Heat Pump/Split HSPF: 8.30 24.0 kBtu/hr J ' 2 Frame -Wood Exterior 11.0 388.0 ft' 1 J 3 Frame -Wood Exterior 11.0 172.0 ft' 2 f" Q 4 Frame -Wood Exterior 11.0 193.0 ft' 2 Q W _- = Credit Multipliers: None -- - # Panes Tint Ornt Area OH Len th OH H ht Unit I # Supply Return Air Handler Supply Sup iY Loc Uon Location Location R V l ~ 1 Double Clear N 10,0 ft' g g 1 3 ft 7 5 ft 2 ~ 1 Uncond Uncond Attic - a Len th 6 0 40 O ft 2 Double Clear N 8.3 ft~ 2.0 ft 9.0 ft 3 V 3 Double Clear N 20.0 ft~ 1.5 ft 9.0 ft 1 4 Double Clear S 13.3 ft~ 1 3 ft 7.5 ft 2 Q 5 Double Clear S 17.8 ftz 1.3 ft 9.0 ft 1 ~--- _ - - -----------_ ____-__ __________ ~ 6 Double Clear E 12.5 ft~ 1.3 ft 7.5 ft 4 Credit Multipliers: AHU sealed 7 Double Clear E 10.7 ft' 1.3 ft 6.0 ft 1 # System Type EF Cap. Conservation Type Con EF 8 Double Clear W 13.3 ftZ 1 3 ft 7 5 ft 2 . 9 Double Clear W 4.0 ft' . . 1.3 ft 5.0 ft 1 ~ 1 Electric Resistance 0.97 40.0 None 0.00 ~I ~i (/) j ; # Use Default? Annual Operating Cost Electric Rate ~ i 1 Yes N/A NIA I LlJ I _Z i Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 V Rater Certification #: CodeOnlyP ro Duct Leakage Type: N/A Pump Size: 0.00 hp _N Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric ~ Area Under Incandescent: 1136.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not ail Rating info shown HRV/ERV System Present?: No Avg Ceil Hgt: EnergyGauge® (Version: FLRCPB v4.5.2) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more efficient the home. Scott Mcalister, 80 Ardella Rd., Jacksonville, FL, 32233- 1. New construction or existing New __ 2. Single family or multi-family Single family 3. Number of units, ifmulti-family 1 _._ 4. Number of Bedrooms 3 5. Is this a worst case? No __ 6. Conditioned floor area (ft=) 1 136 ft= 7. Glass typel and area: (Label regd. by 13 -104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Dble Default) 200.8 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 200.8 ft~ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.1, 145.0(p) fl _ b. N/A c. NIA 9. Wall types a. Frame, Wood. Exterior R=1 I.O, 716.0 ftz _ b. Frame, Wood, Exterior R=11.0, 388.0 ft' _ c. Frame, Wood, Exterior R=11.0, 344.0 ft2 _ d. Frame, Wood, Exterior R=11.0, 386.0 ft' _ e. N/A 10. Ceiling types a. Under Attic R=30.0, 1136.0 ft= -_ b. N/A __ c. N/A I I . Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Attie Sup. R=6.0. 40.0 ft _ b. NlA - 12. Cooling systems a. Central Unit/Split b. NIA c. N/A 13. Heating systems a. Electric 1-[eat Pump/Split h. N!A c. N/A 14. Hot water systems a. Electric Resistance b. N(A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-W'hole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling. MZ-H-Multizone heating) Cap: 24.0 kBtu/hr `_ SEER: 15.00 Cap: 24.0 kBtu/hr HSPF: 8.30 Cap: 40.0 gallons EF: 0.97 CF, I certify that this home has complied with the Florida Energy Efficiency Code For Building O~T1~tE STgr~. Construction through the above energy saving features which will be installed (or exceeded) ~ € _ ~ in this home before final inspection. Otherwise, a new EPL Display Card will be completed ~`~ ~°'' _ ~\; ~ ~''~ ~ ~a ~ based on installed Code om liant atures. ~ ""' " ~ Builder Signature: Date: S~ ~ ~ -- ~ a Address of New Home: ~ _ City/FL Zip: ~ A~- {-(• ~'Z~.e3.I~ j~cpp ~~v'~'Y i *NOTE.~ The home's estimated energyr performance score is only available through the FL.A/RES computer program. This is n_ot a Batildin Ener Ratin l :your score is 80 yr realer (or 86, or a US EPA/DOE Ener Star"'deli nation , g gy & .~ g f gyp g J your hvme may qualify for enemy efficiency mortgage (EEM~ incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 yr see the Energy Gauge web site at www.fsec.ucfedu,fvr information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass out ut on ages 2&4. EnergyGaugeC~ (Version: FLpRCP>p3 v4.5.2) FORM 600A-2004R EnergyGauge® 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A -Details I ADDRESS: 80 Ardella Rd., Jacksonville, FL, 32233- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION ' t REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606 1 ABC 1 1 _ _ ' Maximum. 3 cfm/sq ft, window area 5_cfm/sq;ft. door area. Exterior & Adjacent Walls 1606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; ~! foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. i EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends _______________'__._____.__.____ fromland_is sealed toLthe foundation to the top plate. _ + Floors ~ 606 1 ABC.1.2.2 ~ _ Penetrations/openings >1/8" sealed unless backed by truss or joint members. i ~ EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed I to thepenmeter penetrations and seams. _ Ceilings ' 606 1.ABC 1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, ~ soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; ! !~ ' ' attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is ---- II a d s lo e Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC r ted w'th no penetrations, sealed; or Type lC or non- IC rated, installed inside a ~ " " sealed box with 1/2 clearance & 3 from insulation; or Type IC rated with < 2.0 cfm from ___ conditioned space tested. -~ --- Multi-std Houses _ __ ~ 606.1.ABC.1.2.5 -r-- _ A _~ Air barrier on perimeter of_floor cavil between floors._ __ ___ __ ~- --- _ _ _ dditional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION i REQUIREMENTS CHECK Water Heaters i 612.1 I~ Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir '~ ~/ _ ! ________ ___~breaker electric or cutoff c~a~must be pr_ovided,_External or built_in_heat tr~a reguired__ _ } ---- Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal _, efficiency of 78%. Shower heads __ __ _ 1 612 1_ ___ _ i _ Water flow_must be restricted to no_more than 2.5 gal.lons_per minute at 80 PSTG. -~ - -- -- V - Air Distribution Systems 610.1 II All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. i Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls __ 607.1 Se crate readil accessible manual or automatic thermostat for eac~stem._ __ --- _ -- ------ - _____- - Insulation 1 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. . r ~ ! Common ceiling & floors R-11. EnergyGaugeT"" DCA Form 600A-2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details ~ ADDRESS: 80 Ardella Rd., Jacksonville, FL, 32233- PERMIT #: ~ BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2635.00 7905.0 40.0 0.97 3 1.00 2499.18 1.00 7497.5 As-Built Total: 7497.5 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 4996 7964 7905 20866 5075 8223 7498 20796 PASS yp~~HE ST,~T~O i~., _ ,A' y~~~" f.. ~~~ rrNr u ~ ~ O t f~cOD wE ~~y~ .. EnergyGaugeTM DCA Form 600A-2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGauge~ 4.5.2 WINTER CALCULATIONS Residential Whole Bui{ding Performance Method A -Details ADDRESS: 80 Ardella Rd., Jacksonville, FL, 32233- PERMIT #: BASE AS-BUILT Winter Base Points: 14375.5 Winter As-Built Points: 15327.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 24000 btuh ,EFF(8.3) Ducts:Unc(S),Unc(R),Att(AH),R6.0 15327.2 1.000 (1.069 x 1.169 x 1.05)0.411 1.000 8223.4 14375.5 0.5540 7964.0 15327.2 1.00 1.306 0.411 1.000 8223.4 EnergyGaugeT"' DCA Form 600A-2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 80 Ardella Rd., Jacksonville, FL, 32233- PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area XWPM X WOF =Point .18 1136.0 20.17 4124.0 1.Double, Clear SE 1.3 7.5 20.0 14.71 1.04 306.0 2.Double, Clear SE 2.0 9.0 25.0 14.71 1.08 395.0 3.Double, Clear SE 1.5 9.0 20.0 14.71 1.04 304.0 4.Double, Clear NW 1.3 7.5 26.7 24.30 1.00 648.0 5.Double, Clear NW 1.3 9A 17.8 24.30 1.00 431.0 6.Double, Clear SW 1.3 7.5 50.0 16.74 1.02 857.0 7.Double, Clear SW 1.3 6.0 10.7 16.74 1.05 186.0 8.Double, Clear NE 1.3 7.5 26.7 23.57 1.00 629.0 9.Double, Clear NE 1.3 5.0 4.0 23.57 1.01 94.0 As-Built Total: 200.8 3850.0 WALL TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Frame, Wood, Exterior 11.0 716.0 3.70 2649.2 Exterior 1834.0 3.70 6785.8 2 Frame, Wood, Exterior 11.0 388.0 3.70 1435.6 3 Frame, Wood, Exterior 11.0 344.0 3.70 1272.8 4. Frame, Wood, Exterior 11.0 386.0 3.70 1428.2 Base Total: 1834.0 6785.8 As-Built Total: 1834.0 6785.8 DOOR TYPES Area X BWPM =Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Insulated 42.0 8.40 352.8 Exterior 42.0 12.30 516.6 Base Total: 42.0 516.6 As-Built Total: 42.0 352.8 CEILING TYPES Area X BWPM =Points Type R-Value Area XWPM X WCM = Points Under Attic 1136.0 2.05 2328.8 1. Under Attic 30.0 1136.0 2.05 X 1.00 2328.8 Base Total: 1136.0 2328.8 As-Built Total: 1136.0 2328.8 FLOOR TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Slab 145.0(p) 8.9 1290.5 1. Siab-On-Grade Edge Insulation 0.1 145.0(p 18.48 2680.1 Raised 0.0 0.00 0.0 Base Total: 1290.5 As-Built Total: 145.0 2680.1 INFILTRATION Area X BWPM =Points Area X WPM = Points 1136.0 -0.59 -670.2 1136.0 -0.59 -670.2 EnergyGauge® DCA Form 600A-2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGaugeO 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 80 Ardella Rd., Jacksonville, FL, 32233- PERMIT #. BASE AS-BUILT Summer Base Points: 15373.8 Summer As-Built Points: 17809,2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (sys 1: Central Unit 24000btuh ,SEER/EFF(15.0) Ducts:Unc(S),Unc(R),Att(AH),R6.0(IN5) 17809 1.00 (1.09 x 1.147 x 1.05) 0.228 0.950 5075.1 15373.8 0.3250 4996.5 17809.2 1.00 1.318 0.228 0.950 5075.1 EnergyGauge'"' DCA Form 600A-2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 80 Ardella Rd., Jacksonville, FL, 32233- PERMIT #: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BSPM =Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF =Points ,18 1136.0 18.59 3801.0 1.Double, Clear SE 1.3 7.5 20.0 42.75 0.95 815.0 2.Double, Clear SE 2.0 9.0 25.0 42.75 0.91 973.0 3.Double, Clear SE 1.5 9.0 20.0 42.75 0.96 823.0 4.Double, Clear NW 1.3 7.5 26.7 25.97 0.97 671.0 5.Double, Clear NW 1.3 9.0 17.8 25.97 0.98 453.0 6.Double, Clear SW 1.3 7 5 50.0 40.16 0.95 1916.0 7.Double, Clear SW 1.3 6.0 10.7 40.16 0.91 390.0 8.Double, Clear NE 1.3 7.5 26.7 29.56 0.97 762.0 9.Double, Clear NE 1.3 5.0 4.0 29.56 0.91 107.0 As-Built Total: 200.8 6910.0 WALL TYPES Area X B5PM =Points Type R-Value Area X SPM = Points Adjacent Exterior 0.0 1834.0 0.00 1.70 0.0 3117.8 1. Frame, Wood, Exterior 2. Frame, Wood, Exterior 11.0 11.0 716.0 388.0 1.70 1.70 1217.2 659.6 3. Frame, Wood, Exterior 11.0 344.0 1.70 584.8 4. Frame, Wood, Exterior 11.0 386.0 1.70 656.2 Base Totai: 1834.0 3117.8 As-Built Total: 1834.0 3117.8 DOOR TYPES Area X BSPM =Points Type Area X SPM = Points Adjacent 0.0 0.00 0 0 1.Exterior Insulated 42.0 4.10 172.2 Exterior 42.0 6.10 256.2 Base Total: 42.0 256.2 As-Built Total: 42.0 172.2 CEILING TYPES Area X BSPM =Points Type R-Value Area XSPM X SCM = Points Under Attic 1136.0 1.73 1965.3 1. Under Attic 30.0 1136.0 1. 73 X 1.00 1965.3 Base Total: 1136.0 1965.3 As-Built Total: 1136.0 1965,3 FLOOR TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Slab 145.0(p) -37.0 -5365.0 1. Slab-On-Grade Edge Insulation 0.1 145.0(p -41.07 -5954.7 Raised 0.0 0.00 0.0 Base Total: -5365.0 As-Built Total: 145.0 -5954.7 INFILTRATION Area X BSPM =Points Area X SPM = Points 1136.0 10.21 11598.6 1136.0 10.21 11598.6 EnergyGauge® DCA Form 600A-2004R EnergyGauge®lFIaRES'2004R FLRCPB v4.5.2 F'JRUI 600A-2004R EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A 'i Project Name: 80 Ardella Rd. Residence -Model 1136 Builder: S.W.M. Builders Address: 80 Ardella Rd. Permitting Office: ~, City, State: Jacksonville, FL 32233- Permit Number: ', Owner: Scott Mcalister Jurisdiction Number: 1j Climate Zone: North 1. New construction or existing New _ 2. Single family ormulti-family Single family _ 3. Number of units. ifmulti-family I - 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 1 136 ftz _ 7. Glass type 1 and area: (Label regd. by 13 -104.4.5 if not default) a. U-factor: Description Area (or Single or Double DFFAUI.T) 7a.(pble Default) 200.8 ft' __ b. SHGC: (or Clear or Tint DEFAULT) 7h. (Clear) 200.8 ft2 _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.1, 145.0(p) ft _ b. N/A _ c. NiA _ 9. W al I types a. Frame. Wood. Exterior R= 1 I.O. 716.0 ft' _ h. Frame, Wood. Exterior R= l I.(l. 388.0 tr _ c. Frame, Wood. Exterior R=1 I.O, 344.0 ft' _ d. Frame, Wood, Exterior R=11.0, 386.0 ft' _ e. NIA _ ~ 10. Ceiling types _ a. Under Attic !~ R=30.0. 1136.0 ftZ b. N/A __ c. N!A ~ _ II. Ducts _ a. Sup: Une. Ret: lJnc. AH(Sealed):Attic Sup. R=6.0. 40.0 ft h. N!A ~~ _ - -- --' r- - i GlassJFloor Area: 0.18 Total as-built points: 20796 p n ~ ~ j Total base points: 20866 r- t1 I hereby certify that the plans and specifications covered by ', ', Review of the plans and THE STgT this calculation are in com lian a with t Florida Energy specifications covered by this ti0 _ F~ Code. ~~ (~~~~~ ~1,~(~'i t ~~.C, , ' ~ calculation indicates compliance ~q$`„ ~~~, ' - ~,,, ~, PREPARED BY: Kaios Eng n , LLG with the Florida Energy Code. ~ n„ °~ ~ „o Before construction is completed ~ li ~ ' -8 r7 DATE: ~ a ~ / b d e sec ed or -1 ' this ui1 in will b in t f ~ 9 P ~I I hereby certify that this buil ing, as igned, is in compliance ~! compliance with Section 553.908 ~ with the Florida Energy Co ~ Florida Statutes. e ~ ~vE j ~ OWNER/AGE ~; BUILDING OFFICIAL: DATE: ~~ ~~ DATE: I 1 Predominant gla s type. For actual glass type and areas, see Summer & Winter Glass output on pages'2$dVld KOUtZ EnergyGauge® (Version: FLRCPB v4.5.2) plans Examiner PX2371 Walf Const. Serv. inc. 12. Cooling systems a. Central ilnit/Split b. N/A c. N!A 13. Heating systems a. Electric Heat Pump/Split Cap: 24.0 k8tuhir __ SEER: 15.00 _ I Cap: 24.0 kBhi/hr ' HSPF:8.30 ~ b. N!A - ' c. N/A __ 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons _ F.F: 0.97 _ b. N; A i a Conservation credits ^_ (HR-Heat recovery, Solar DHP-Dedicated heat pump) ~I 15. HVAC credits CF. _ _ (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat. M7,-C-Multizone cooling. M7.-H-Multizone heating) ', STRONG BACK DETAIL SYSTEM-42 OR FLAT TRUSS 1V nL+urc.11VV ALTERNATE DETAIL FAR STRONG BACK WITH VERTICAL NOT LINING UP Td BEARING i TR~JL~N C~NNEC~'ION ~E~'AIL 11 GAUGE (0.120" X 1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. FILL OWS COMPLETELY VfHERE SHOIPN (~). ~ NAII,S MAY BE OMITTED FROM THESE ROWS. THIS DETAIL MAY BE USED WITH S0. PINE, DOUGLAS-FIR OR HEM-FIR CHORDS WITH A MINIMUM 1.00 DURATION OF LOAD OR SPRUCE-PINE-FIR CHORDS 1VIT'H A MINIMUM 1.15 DURATION OF LOAD. CHORD SIZE OF BOTH TRUSSES MUST EXCEED THE TRULOX PLATE 1PIDTH. 60° MAX SUPPORTING TRUSS SUPPORTING TRUSS • TRULOX PLATE /~ O ® ~ Olt '° o o ® °hi 0~~ o~~ s" ~ 3 MIIdIMUM 3X6 TRULOX PLATE SUPPORTED TRUSS TRULOX PLATE IS CENTERED ON THE CHORDS AND BENT BETWEEN NAIL ROVfS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN, O ~ ~ O O ~ ~ 0 o~~~ o ~ ~ o O ~ ~ ~ ~ ~ ~' O o ~~ ~ ® ~ ~ O ® ~ I ® O iJ O ~ 4 I O ~ O ® o ~ O ~ h ® old O ~~=~ -~ 60° MAX 3" MIN ~ SUPPORTED ~ TRUSS ~1 s MINIMUM 5XB TRULDX PLATE TRULOX REQUIRED PLATE NAILS MAXIMUM LOAD SIZE PER TRUSS UP 0R DOWN 3XB 9 350# bXB 16 99U# ~•VARNIN6~ TRBSSES ROBUDIE E1(TRENE CARE 1N FABRICATING, WWBUNFy aFUPPIIJG, ]RSTALLING AND )RACIIIG REFER TD 7C8] f-09 (BIALDIIIG CTJPONENT SAFETY IIFBRWITC]W, PUBL]SFfD BY TP] (TRUSS PLATE D18nME, 38:1 D'WBFRID OR., SUITE eoa, NAB[EQ4 VL San9D AND VTCA N® TRUES WBNCIL DF Af£R1CA, 6800 EMEFPRISE LN, HADaSOR, V[ 39719) FQt SAFETY PRACT]CES PRIG( TC PERFTANDIG THESE FUNCTRINS ULESS OTHERI/ISE CJB]CAlER, 1~ QURD SHALL HAVE PROPE%Y ATTACHED STRUCTHRAL PAlELS ANO RITTTQI CHDRD SHALL WIVE A PRDPERLY ATTACFED RIGID CEILING TEIIS DRAWIIYG REPLACES DRA1~IIdG5 1,166,989 1,168,969/R 1,154,894 1,152,217 1,152,Q17 1,158,154 & 1,151,524 JULIUS LEE (S REF TRULOX CONS. ENGIIVEERS PA. DATE 11~28~09 uss ~ w`' DRWG CNTRULOX1103 D®JIAT 13AC1[, 7L 8~4~1m -ENG dL No: 34885 SYATG OP FLORIDA TRULOX PLATE 1/2" DIAMETER EOLT SPACING FGR LOAD APPLIED PARALLEL TO GRAIN, ~ GRADE AND SPECIES AS SPECIFIED ON T'IiE ALPINE DESIGN, gUANTI~TIE9 AS NOTED 0/N pSE LED DESIGN M[TST TBE APPLIED IN ONE OF THE PATTERNS SHOWN BELOW, BOLT HOLES SHALL BE A MIlVIMUM OF 1/S2" TQ A MA2~ICTM OF 1/lO" LARGER THAN BOLT DIAMETER. WASHERS REQUIRED UNDER BOLT HEAD AND NUT ; , ~ i ---~ *zx6 MEMBER DIRECTION ~ ~ ~ *2xe MEMBER ---- ;---- ~ -- OF GRAIN ~ ----~ AND LOAD I mm ----~---- -- CD -------- ~ -- -- CD 2" MIN 2° MIN ~ ~ ~ TYP. TYP. -- 4 ENbDN ! ~ ; 4 ENDN DISTANCE { ~ ~ DISTANCE j j ; I I ~ 1 3/4" 2" 1 3/4" 1 5/$'~ 2" 2" 1 5/$.. 2X6 DETAIL 2X8 DETAIL THIS DRAWING REPLACES DRAl1ilIING A828,018 ` TC LL PsF REF BOLT 5PACING .uxc ,wR cxsra srRPPaic r+umurrG FAHRICAT'DrG S JULIUS LEE A FNGIIIEI;ItS P S TC DL PSF DATE 11/28/03 . , , , ..VARNlMO~ ravSSE3 REDAIOtE EJC7RE/£ CARE [N DS ®II]LDD~G CDPONEM SAFETY DFORMA7mN)~ PwLCSFCR er 7P~ crRUSS . . . C4PI ' BRAar+r, REFER TC 7CSC t- PLATE DyST7T1llEi ss:i p'[taFRID DRS STATE EDO~ MADISON. VJ. 73719A ANO WTCA CVO TRtASB C[A1NaL ~ ~ am ~v~us $C DL PSl~ DR1fG CNB4LTSPI103 CF A/IIt[CIV 6380 EMERPRISE ~ MADISCt1~ M[ ~8719J FRR SAFETY PRACTICES PR70R TC FfRFCi7AONG THFSE FNNC7mN& lA1ESS OTkfItVJSE DIDCCATFS. T'CP ClatO SHALL HAVE P'RCPERLY ATTACHED N CNERD SHALL HAVE A PIiCPFRLY ATTACHED R7~D CEO.DJG. T ~7 ~~ ~yy}~-~81 SC LL P5F -ENG JI, [ s7RUClURAL PAHFJ.S MID wr TOT. LD. P5F DUR_ FAC. No:9d869 STARB 8F f'LORSDA gPACING i System Sizing Calculations -Summer Residential Load -Whole House Component Details Scott Mcalister Project Title: Code Only $0 Ardella Rd. 80 Ardella Rd. Residence -Model 1136 Professional Version Jacksonville, FL 32233- Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 4/9/2008 This calculation is for Worst Case. The house has been rotated 135 degrees. Component Loads folr Whole House - ----, - -- - T ----- _ . ___ _ --- - - --- __ __ - _ __ _ _, Type` Overhang I Window Area(sgft) HTM Load Window ~ PnISHGCiU/InSh/ExSh/15 Ornt ~ Len H t Gross Shaded Unshade I Shaded Unshaded '' __ _ _ 1 2, Clear, 0.87, None,N,N SE~1.33 7.5ft 20.0 0.0 20.0 30 64 r _ 1276 Btuh 2 2, Gear, 0.87, None,N,N SE 2ft. 9ft. 25.0 0.0 25.0 30 64 i 1595 Btuh I 3 2, Clear, 0.87, B-M, N,N SE 1.5ft 9ft. 20.0 0.3 19.7 22 47 939 Btuh f li 4 , 2, Clear, 0.87, None,N,N NW 1.33 7.5ft 26.7 0.0 26.7 30 61 1616 Btuh 5 ! 2, Clear, 0.87, None,N,N NW i 1.33 9ft. ~ 17.8 0.0 17.8 ~ 30 61 ~ 1077 Btuh ~ i 6 2, Clear, 0.87, None,N,N SW ~ 1.33 7.5ft ' 50.0 0.0 50.0 i 30 64 3189 8tuh 7 2, Clear, 0.87, None,N,N SW ~ 1.33 Eft. ~ 10.7 0.5 10.2 i, 30 64 ~~ 665 Btuh i 8 ' 2, Clear, 0.87, B-M, N,N NE ~'~ 1.33 7.5ft 26.7 0.0 26.7 ' 22 44 1180 Btuh ' ~~ 9 2, Clear, 0.87, B-M, N,N NE 1.33 5ft. I 4.0 0.0 4.0 ~ 22 44 177 Btuh , Window Total_ -- I R-Value/U-Value---~~ Area sgft) I ----' 11713 Btuh I Walls T e I ---_- -,;_ ( _ HTM ~ Load -_ __ YP 1 Frame -Wood - Ext 11,0/0.09 716.0 2.6 ' 1841 Btuh 2 Frame -Wood - Ext 11.0/0.09 3$8.0 2.6 ~ 998 Btuh 3 Frame -Wood - Ext 11.010.09 344.0 2.6 i 884 Btuh ~ 4 Frame -Wood - Ext 11.0/0.09 386.0 2.6 ~ 992 Btuh I I 1834 s ft 4715 Btuh '~ - _. -- ~__ _ __ __.._ Wall Total - _- _ _ Area s(ftg }_ ___ _ __ _ -HTM. __ __ -_ tType ._____ _ (q ) Doors Load ~ 1 I~ Insulated -Exterior 42.0 10.1 426 Btuh I ~ Door Total ---_----_ ---- -----__ _ ---42-(Sgft}-------_ _-_---~_------426_Btuh Ceilings Type/Color/Surface R-Value Area(sgft) HTM I Load ~ 1 Vented AttiGDarkShingle 30.0 1136.0 1.7 ~ 1917 Btuh Cellin~Total __.,._~_--__------------____-~ ~ 1.36 .~ ft9) ____.,-~__~-191.7 Btuh-~ ! Floors Type R-Value Size HTM Load 1 ~ Slab On Grade 0.1 145 (ft(p)) 0.0 I 0 Btuh '~ Floor Total 145.0 (sgft) ___ _-- - _ _---~- ___-- 0 Btuh I ~_-_____ -- - ------- i Envelope Subtotal: 18772 Btuh __ ~-. _ j Infiltration Type ACH Volume(cuft) wall area(sgft) CFM= Load _ SensibleNatur_al _ ___ 0.08 _ _ _ __ 10224 1.834 -_ _ 27.3 ___ __ 270.. Btuh _ ! Internal T Occupants Btuh/occupant Appliance' Load '~ am 2 X 230 + 2400 2860 Btuh I j I _ Sensible Envelope Load: ', 21901 Btuh Duct load- ----- ------- ------- ----_ --- - ` --_-_(DGM of 0.029}- ---{ _ -~ 635 Btuh fi Sensible Load All Zones 22536 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load -Component Details (continued) Scott Mcalister Project Title: Code Only 80 Ardella Rd. 80 Ardella Rd. Residence -Model 1136 Professional Version Jacksonville, FL 32233- Climate: North 4!9/2008 WWOLE HOl)SE TOTALS Sensible Envelope Load All Zones 21901 Btuh Sensible Duct Load 635 Btuh Total Sensible Zone Loads 22536 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 22536 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 491 Btuh Latent ventilation gain 0 Btuh Laten# duct gain 157 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 Btuh Latent other gain 0 Btuh Latent total gain 1048 Btuh TOTAL GAIN 23584 Btuh EQUIPMEt9T 1. Central Unit/Split #(Outside) #(Inside) 24000 Btuh "Key: Window types (Pn -Number of panes of glass) (SHGC -Shading coefficient of glass as SHGC numerical value or as clear or tint) (U -Window U-Factor or'DEF' for default) (InSh -Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh -Exterior shading device: none(N) or numerical value) (BS -Insect screen: none(N), Full(F) or Half(H)) (Ornt -compass orientatron) Version B For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 System Sizing Calculations -Summer Residential Load -Room by Room Component Details Scott Mcalister Project Title: Code Only 80 Ardella Rd. 80 Ardella Rd. Residence -Model 1136 Professional Version Jacksonville, FL 32233- Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 18.0 F 4/9/2008 This calculation is for Worst Case. The ouse has been rotated 135 degrees. I Component Loads for Zone #1: Main ~ Type. 'Vindow ~ Pn/SHGC/U/InSh/ExSh/IS 1 2, Clear, 0.87, None,N,N 2 2, Clear, 0.87, None,N,N 3 i 2, Clear, 0.87, B-M, N,N 4 2, Clear, 0.87, None,N,N 5 12, Clear, 0.87, None,N,N 6 ~ 2, Clear, 0.87, None,N,N 7 12, Clear, 0.87, None,N,N 8 ~ 2, Clear, 0.87, B-M, N,N 9 ~ 2, Clear, 0.87, B-M, N,N ___ 'Window Total ---- ------- ~ Walls TYpe 1 ~ Frame -Wood - Ext 2 Frame -Wood - Ext 3 I Frame -Wood - Ext 4 ~ Frame -Wood - Ext _ 'Wall Total Doors Type 1 Insulated -Exterior T _ ~Door Total __! Ceilings I Type/Color/Surface 1 ~ Vented Attic/DarkShingle ___`_~Ceilin~Total____ _ Floors I Type 1 ~ Slab On Grade Floor Total Infiltration Type SensibleNatural - -- - __ _ -r _ _ --- -- _ Internal fain _ - ~ __ -- Duct load Notably sealed, SuK Overhang ' Window Area(sgft) HTM ! Load Ornt ~ S ed Un h a de S haded Unshaded ' i - E ii ~ ~ 33 ~ 7.5ft 20.0 2 0 0 i 0 O 30 - 64 1276 Btuh S 2ft. 9ft. I 25.0 0.0 25.0 i 30 64 1595 Btuh SE 11.5ft 9ft. ~ 20.0 0.3 19.7 22 47 939 Btuh NW 1.33 7.5ft ' 26.7 0.0 26.7 30 61 1616 Btuh NW 1.33 9ft. ~ 17.8 0.0 17.8 30 61 ~ 1077 Btuh SW ~ 1.33 7.5ft ~ 50.0 0.0 50.0 ' 30 64 3189 Btuh SW i 1.33 Eft. 10.7 0.5 10.2 i 30 64 '. 665 Btuh NE i 1.33 7.5ft ' 26.7 0.0 26.7 22 44 1180 Btuh ; NE ~ 1.33 5ft. ~ 4.0 0.0 4.0 I 22 44 ~ 177 Btuh ' _ _201 _s ft) _____. _ _ ___ g _ 11713 I Btuh R-Value/U-Value Area(sgft) _ HTM ~ _ _ Load _ _ i 11.0/0.09 716.0 2.6 1841 Btuh 11.010.09 388.0 2.6 ; 998 Btuh ~ 11.0/0.09 344.0 2.6 ~ 884 Btuh 11.0/0.09 386.0 2.6 ', 992 Btuh __ __ - __ -_ _-- _ 1834_(sgft~____ _- -- -- -- - _ _ _ _- - - - ~- 4715 - ------ Btuh I Area (sgft) HTM ; - Load _ _ _ _ - 42.0 10.1 ! 426 Btuh ~ 42 (sgft) j 426 Btuh~ R-Value 30.0 ---_ - R-Value 0.1 Area(sgft) HTM Load 1136.0 1.7 ~ 1917 Btuh ~! 1136 sgft) 1917 Btuh __ _ --- -- Size _ HTM Load 145 (ft(p)) 0.0 ~~ 0 Btuh j 145.0 (sqf~_ _- __- 0 Btuh Zone Envelope Subtotal: 18772 Btuh 1 ACH Volume(cuft) wall area(sgft) CFM= Load 0.08 10224 1834 13.6 ' _ 270 Btuh ;I Occupants Btuh/occupant Appliance' Load 2 X 230 + 2400.___ +__._.__2860 _ Btuh Sensibie Envelope Load: 21901 Btuh '. I~R6.0-Attic), Return R6.0-Attu. ___~ ___ (DGM of 0.029)____ _ _635 Btuh 1 Sensible Zone Load ;~ 22536 Btuh EnergyGauge® FLRCPB v4.5.2 Page 1 Manual J Summer Calculations Residential Load -Component Details (continued) SCOtt Mcalister Project Title: Code Only 80 Ardella Rd. 80 Ardella Rd. Residence -Model 1136 Professional Version Jacksonville, FL 32233- Climate: North 4/9!2008 WWOLE HOUSE TOTALS Sensible Envelope Load All Zones 21901 Btuh Sensible Duct Load 635 Btuh Total Sensible Zone Loads 22536 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 22536 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 491 Btuh Latent ventilation gain 0 Btuh Latent duct gain 157 Btuh Latent occupant gain (2 people @ 200 Btuh per person) 400 8tuh Latent other gain 0 Btuh Latent total gain 1048 Btuh TOTAL GAIN 23584 Btuh L EQUII~NfENT 1. Central UnitlSplit #(Outside} #(Inside) 24000 Btuh "Key: Window types (Pn • Number of panes of glass) (SHGC -Shading coefficient of glass as SHGC numerical value or as clear or tint) (U -Window U-Factor or 'DEF' for default) (InSh -Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh -Exterior shading device: none(N) or numerical value} (BS -Insect screen: none(N), Full(F) or Half(H)) (Ornt -compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Page 2 ,~ Scott Mcalister 80 Ardella Rd. Jacksonville, FL 32233- Residential Window Diversity Midsummer Project Title: 80 Ardella Rd. Residence -Model 1136 Code Only Professional Version Climate: North 4/9/2008 Weather data for; Jacksonvrlfe -Defaults Summer design temperature 93 F Average window load for July 10103 Btu Summer setpoint 75 F Peak window load for July 13260 Btu Summer temperature difference 18 F Excusion limit(130% of Ave.) 13134 Btt _atitude 30 North Window excursion Jul 126 Btuf WINDOW Average and Peak Loads imft for excursion 13000.00 12000.00 11000.00 12 Hour Average , 10000.00 ,., 9000.00 r ~ 8000.00 .., 0 7000.00 ' J 0 6000.00 5000 00 . 4000.00 3000.00 2000.00 1000.00 00 0 . $ a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. a.m. Total July Window Load(Radiation and conduction) Warning: This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required or some rooms may require zone control. EnergyGauge® System Sizin for Florida residences only PREPARED BY: Kald~ 1~nginee~ing, ~~C DATE: 'f'~1 '~1 ~ EnergyGauge® FLRCPB v4.5.2 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00000686 Date 7/15/08 Property Address 80 ARDELLA RD Application type description SINGLE FAMILY RESIDENCE Property Zoning COMMERCIAL, GENERAL Application valuation 115000 ---------------------------------------------------------------------------- Application desc new home Owner Contractor ------------------------ ------------------------ MORGAN BROTHERS INC SWM BUILDERS INC PO BOX 51267 1096 INGLESIDE AVE JAX BEACH FL 32240 JACKSONVILLE FL 32205 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-A Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . Permit Fee 126.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 1/11/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS A sewer cleanout must be installed at the property line. cleanout must be covered with an RT1 concrete box with metal lid, cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change,{~any},fire line installed must be metered with a PERMIT ISSAp~D DR~tN ArCPf,'~~~~ITI~-~.LaCI~®P ~~L1A`1Z1T{~~~~I ~I~1~4~NC~~4~N1~~IIE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number 08-00000686 Date 7/15/08 ---------------------------------------------------------------------------- Special Notes and Comments appropriate backflow preveter installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. Sewer tap is available and has been marked. Roll-off container company must be City approved list and cannot be on the right-of-way. A post construction topographic survey documenting proper construction of on-site storage is required. Copies of erosion control plan and construction site management plan must be available on-site during construction. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 126.00 126.00 .00 .00 .00 .00 .00 .00 126.00 126.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORH)A BUILDING CODES. ,~s~ ~` ''%,~ CITY OF ATLANTIC BEACW 3 fi''t 800 SEMtNOLE ROAD, ATLANTFC BEACH, FL 32233 n! OFFICE: {90412475826 ~ FAX NO.:(90A)247-5845 ,~ ' BUILDING-DEPT~COAB.US `.~sy~ PLUMBING PERMIT APPLICATION o~- L ( I I I DUVAL COUNTY 1. JOB A ESS: 2. IS 1 A SUB 3. D A / ~/~ ~~ ~/'~~~ ~ t ~-~ "-~"- / _ `/ 0 NES PERMIT #: ~ ~ ~.C~ b ~ I ' J t' l ~ `C 1 C~S PROP T Y 4. NAME: 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. PHONE: P wMeIN6 coNTRACraR: AMEOFCOMPANY: c~ -N- API Io r _ Cb . .ADDRESS.: 133 ~ er P . ~r~ ~ . ~- ~ 9. STA F RIDA LfCENS NO' b~~~~ t0. CELL PHONE'. tt, FAX NO.: C~3-Co~~ 12. EMAIL ADDRE S: I ~ ~ / ( l 13.OFFICE PHONE: -~ /~ ~ 14, ~ t ne a v L ' W ~ e Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet ttte standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or aba ndoned for a period of six (ti) months at any time after work is commenced. CONTRACTORS SIGNATUR . 18. NATURE OF WORK: 18. CURRENT C EW ^ 'O6 FLORIDA BUILDING CODE- ~ RE-PIPE PLUMBING ^ OTHER: 19. NUMBER OF pt RES: BATH TUB SEWER CONNECTION BIDET f 1 SHOWERS . DISH WASHER SHOWERS PANS DISPOSAL ~ SINK h DRINKING FOUNTAIN ~`" WATER CLOSET TANK FLOOR. DRAIN WATER CLOSET VALVE. HOSE BIB , WASHING MACHINES 1 ICE MAKER ~ WATER CONNECTION INTERCEPTOR ~ WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER (SPECIFY): ROOF DRAIN 20. PLUM8IN(i PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = __ COAB FORM 8LOG03: REVISED: 1N0/2008 PRODUCT APPROVAL INFORMATION SHEET Proiect Name: Anthony Moran Permit # Proiect Address: 13679 Atlantic Blvd. As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuildin~or~. Category/Subcategory Manufacturer Product Limitation of use State # Loc Descri tion al # A. EXTERIOR DOORS 1. Swinging Masonite Fiberglass Side- Max DP = +/- 76.0. Max DP = +/- 70.0. 4904.1 International Hinged Door Units, Max DP = +/- 50.5. 5114.1 Wood-edge Steel 5507.1 Side-Hinged Door Units 2. Sliding Atrium Aluminum Sliding Design Pressure: +45 /-45 9337.1 Windows and Glass Door Design Pressure: +45 /-45 9337.2 Doors -Texas Design Pressure: +35 /-35 9337.3 MI Home Aluminum Sliding +20 /-30 7055.1 Products INC Glass Door +30 /-30 7055.2 Per manufacturer's installation instructions. PSF + 25.90 ! - 28.80 4601.4 16' Max width x 8' Max Height. Design 16' max height, 4869.1 Wayne-Dalton Sectional Exterior Door Assemblies +(_ 25 psf design, +!- 37.5 test, 9' max width, 3. Sectional Co ern ~~. Glazing option is not for use in the Wind- Overhead Sectional Exterior Not for us Door Assemblies Borne Debris Region. Door Cor oration 8710.2 8710.3 +-/40 8710.4 Aluminum Single +-145 8710.5 B. WINDOWS Atrium Hung Aluminum +-(50 8710.6 1. Single Hung Windows and le Hung - Texas Sing +_(40 8710.7 Doors - +_(40 +-145 7861.4 +-(40 +-(50 Aluminum Atrium Horizontal Roller 2. Horizontal Windows and 920.1- Slider Texas ecific product profiles, 920.8 Doors - ort for sp Vinyl Refer to Evaluation Rep ressures C. pAN Siding- EL WALL Owens attachment and desrgn p ecific to Siding 6869.1 l .Siding Corning ort for wind load limitatrons s Soffits-Vinyl Refer to Evaluation Rep Owens each profile and span. Soffit 2. Saffitts Cornin 183 R2 ducts must be install in accordae ~o etArea and pe ildrng 7, Glass Block D. ROOFING PTO h Velocity Hurrrcan PRODUCTS Laminate Shingles Code Non Hig Owens 3-tab Shingles 1. Asphalt Shingles Corning Manufacturers Installation Drawm s 3349.1 HZ. Products shall be installed 3349.2 This Approval does not covex HV HZ and per Waterproofing in accordance with FBC Sections for Non-I'N Owens Underlay-nent 2. Underlayments Corning manufacturers Installation Drawm s 560.1 g Roof tiles may be used in q) Class A roof covhurrc ane zones (HVHZ) and non high Roof Tiles bath high velocity 6330.1 Moniert_ifetile 3. RoofingTiles velocit hurricane zones' 7" THICK PVC COATED W~VEIV ppLYESTER FABR 0.03 wa ne Dalton Fabric Shield E, gHUTTERS F, STRUCTURAL 2 table for 474-RI ort. Accep 503-R1 Limitations per attached evaluation rep 538-R1 COMpO1VENTS Wood Connectors ~~ 1423-R2 . Wood connectorJanchor Situps°nl,1e Co Anchors, 1463-R2 Strong- S~ctural 1725-R1 adhesive, 1901-R3 Adjustable Past 2304-R1 Base, Truss Bearing Enhancer, 23 5 5-R2 3751-R1 Stud-Plate Connector 2197.81 ' 2197.82 etal Products must be install i fa ~uredrs Installat onoDrawings 7987-R1 Truss Plates M Building Code per Ntanu 19998-2 MiTek Connector Plate 2 Truss Plates Industries, Inc. Truss Plates Alpine per TPI 1-1995 Alpine HS Metal 1630-R3 Engineered Connector Plate 4478-81 oducts, Inc• Products must be install N1anu a Curers Inst ~ aolon 6527.81 pr ineered Code and per Eng Building Trus 3oist, A Lumber- e-Rim 3. Engineered Weyerhaeuser Drawings lumber Board, Business Microllam LVL, Parallam PSL, TimberStrand LSL, TJ-Strand Rim 1392-R1 Board, 1644-R1 TB od Products must be install in accordance with Florida 1645-R1 Engineered Wo Building Code and per Manufacturers Installation Boise ~~1„ 3oist-BCI 400s- Engineered Drawings BCI900s. Versa- Wood Lam SP (laminated products veneer lumber). AJS ALLJOIST 3 royal number for the products used on ible copy of each manufacturer's printed list of manufacturers, product desc~ have a eg tats app leting the above ent's responsibility In addition to camp ector. p it is the Contractor's or Authorize g this roject, on the job site available to the insp stand that before these products can instructions, along with the list above, roved by a plans Examiner. Tha form will be revise o to roduct approval at time of plan review. X under nd required information. Nance and app roducts The products listed below did not demonstra a and will be highlighted to indicate the new p ected, they must be submitted Dries listed abovde camp be insp roduct in the categ include each-new p • ~. 4 ect Agent;.,. Authorized Proj %~~~~~ c...,tt McAlister ~~~ A Ir J r Y~'c ~; ~x L7.ilar' City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us f~ o~ ;PERMIT APPLICATION NUMBER [Te be assigned by the Building Department.) Date routed: s/i~ /08 BUILDING PERMIT REVIEW AND TRACKING FORM Property Address: Applicant: ~ ((~ /~'~ ~; Ld~S Project: APPLICATION STATUS Reviewing Department First Review:[~pproved. ^Denied. (Circle one.) Comments: BUILDING PLAN & ZONING PUBLIC WORKS Reviewed by: Date: ( ~9-b PUBLIC UTILITIES Second Review: []Approved as revised. ^Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: ^Approved as revised. ^Denied. Comments: Reviewed by: Date: Comp. By: RLC Date: 5/20/2008 Public Works Department City of Atlantic Beach Permit No: 08-0686 Address: 80 Ardella Road Rewired Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr ! 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predeyeloplpent Runoff Volume: Lot Area (A) = 5,750 ft2 Runoff Coefficient Area Lot Area Description (ft2) {ft2) "C" Wtd "C" Impervious 0 5,750 1.00 0.00 Pervious 5,750 5,750 0.20 0.20 Runoff Coefficient (C) = 0.20 Runoff Volume V = 0.20 x 5,750 x 9.3 / 12 V = 891 ft3 Postdevel~pment Runoff Volume: Lot Area (A) = 5,750 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" - Impervious 1,820 5,750 1.00 0.32 Pervious 3,930 5,750 0.20 0.14 Runoff Coefficient (C) = 0.45 Runoff Voiume V = 0.45 x 5,750 x 9.3 / 12 V = 2,020 ft3 1~e wired Storag DV = e Volume Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 2,020 - 891 DV = 1,12$ ft3 Retention 80 Ardella onsite Retention.xls 5/20/2008 ..~'~r DEPARTMENT OF PUBLIC 'WORDS .._ _. _ __ 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 -•'_`=- TELEPHONE: (904) 247-5834 - __.. ~"' FAX: (904) 247-5843 ~~'~` SUNCOM: 85Z-5$34 -~ °http://ci.atlankic-6each.fLus FAX :TRA.NSMITTAL DATE: I7 P~~ FAX #: ~~/'- r ~~J Total Number of Pages, Including Cover Sheet: FROM: . ~< /c~~ C.~.~~~`~~.~ Public Works Department City of Aflantic Beach . COMMENTS: ~~N ~~'~" ~~,U/~' ~/ CUa~hY~~N~S~/ FAX (904) 247-5843 1 PHONE (904) 247-5834 TRANSMISSION VERIFICATION REPORT TIME 05117!2008 15:19 NAME ATLCBEACH CITY WORKS FAX 9042475843 TEL 9042475843 SER.# BR0L7J723782 DATE,TIME 06117 15:18 FAX N0.INAME 93811785 DURATION 00:00:36 PAGE(S) 03 RESULT OK MODE STANDARD ECM TRANSMISSION VERIFICATION REPORT TIME 05f 20f 2008 14:35 NAME ATLCBEACH CITY WORKS FAX 9042475843 TEL : 9042475843 SER.# BROL7J723782 DATE,TIME 05f20 14:35 FAX ND.fNAME 93811785 DURATION 00:00:26 PAGECS} 01 RESULT OK MADE STANDARD ECM I ~ ~~~~ 3~ `.' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00000686 Date 7/09/08 Property Address 80 ARDELLA RD Application type description SINGLE FAMILY RESIDENCE Property Zoning COMMERCIAL, GENERAL Application valuation 115000 ---------------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MORGAN BROTHERS INC SWM BUILDERS INC PO BOX 51267 1096 INGLESIDE AVE JAX BEACH FL 32240 JACKSONVILLE FL 32205 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-A Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 505.00 Plan Check Fee 252.50 Issue Date Valuation 115000 Expiration Date 1/05/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLRRIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO TNSPECT FASTENERS A sewer cleanout must be installed at the property line. cleanout must be covered with an RT1 concrete box with metal lid. cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, anyhhfire line installed must be metered with a PERMIT IS Elf tlRI~IY'V A~~~A1~@1~r ~TIIZ,~,LaCI~'®p~i~+-~'TI~ $~:~I ~I~IIl~.A~'CI~331~IVD~THE FLORIDA BUILDING CODES. k CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Page 2 Application Number ---------------------- - 08-00000686 Date 7/09j08 - ------------ Special Notes and Comments ---------------------------- ------------ appropriate backflow preveter installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. Sewer tap is available and has been marked. Roll-off container company must be City approved list and cannot be on the right-of-way. A post construction topographi c survey documenting proper construction of on-site storage is required. Copies of erosion control plan and construction site management plan must be available on-site during construction. - ----------------------------------- Other Fees ---------------------------- CITY RADON SURCHARGE ------------ .29 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 5.29 AB CONSTRUCTION SURCHARGE .58 STATE RADON SURCHARGE 5.58 SEWER IMPACT FEES 1250.00 WATER IMPACT FEE 430.00 WATER CONNECTjTAP & METER 525.00 ------------------------ WATER CROSS CONNECTION 35.00 ------------ Fee summary Charged ------ - -- ---------------------------- Paid Credited ------------ Due - - ------ ---------- Permit Fee Total 505.00 ---------- ---------- ---- 505.00 .00 ------ .00 Plan Check Total 252.50 252.50 .00 .00 Other Fee Total 2576.74 2576.74 .00 .00 Grand Total 3334.24 3334.24 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 8D Oar ~~ (lGv ~' 4 ~'' ~~ MAP SHOWING BOUNDARY SURVEY OF THE EAST ONE HALF OF A PART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2 50UTH, RANGE 29 EAST, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF CASTRO Y. FERRER GRANT SHOWN IN PLAT RECORDED IN PLAT BOOK 8, PAGE 4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, WITH THE EAST LINE OF LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, AND RUNNING THENCE NORTH ALONG SAID EAST LINE GOVERNMENT LOT 3, 167.2 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING OF THE LOTS HEREBY CONVEYED; RUNNING THENCE WEST 50 FEET; THENCE NORTH 115 FEET TO THE SOUTH LINE OF A 30 FOOT ROAD; THENCE EAST ALONG SOUTH LINE OF SAID FOOT ROAD, 100 FEET; THENCE SOUTH 115 FEET; THENCE WEST 50 FEET TO THE POINT OF BEGINNING OF THE LOT HEREBY CONVEYED AND BEING ALSO KNOWN AS LOTS 17 AND 18 OF BLOCK 16 OF DONNER'S S/D ACCORDING TO SURVEY OF I. R. WELLINGTON, SURVEYOR (UNRECORDED PLAT). CERTIFIED T0: SWM BUILDERS. i/2" LB 3672 ~~ O 386.80' (R) 389.47' (M} I/2' LB 4921 I Yl~ Y F- U O O J J m co (`J I ~~ NOTE: ELEVATIONS ARE BASED ON NGVD '29 ~4 o f 0 APPROXIMATE (12.07 __ (11.89) _ (11 64) ~ jCENTERLINE ARDELLA ROAD ~~o' R/w~ EAST 100.00' (R) NAIL & DISK n LB 4921 5~ 00 ~ (ll> ° ' 1/2° LB 3672 , (IN TREE ROOT) 8 94' (M) ' 1 /2 {M) 85.65 4 1.1 -- 70' NORTH 0 ~ ~ . -q^ ___ (13.1) (12.1) (11.8) ~ 50.00' {R) 50.43' (M) 90"15'72•• 0.7' a ~~ 5 K N ~~ ~~~~ 488 LB x ~~~~~~~~~ (1N ROOT OF " o NAIL & DISK PINE TREE) 36 x ~ LB 5488 IN 36" PONE. x ELEV - 15.25 NGVD '29 (131) (132) (12.0 17.8'. WEST 1 f 2 EAST 1 f 2 x W X ~p ~ ~ U "~ W ~ -\ I.~ Y ~ ~-U w ~ co to ~ Q ~ x ~" O w ~~n -, ~A CANT o I ~ ~ N om ~ o TZII ~ ~ ~. (13.1) (13.3) (,,.5 d ~ 6j ~o~ ~in~ r\ T ~ O ~ ELEVATION OF FORM x ~ ~ '~ z ~ ~ BOARDS = 13.88 ~ I O ~ ti ~ ~ w,l x ° o I A.K.A. z I LOT 17 BLOCK 16 DONNER'S SUBDIVISION POINT OF BEGINNING GOVERNMENT LOT 3 REVISED: 06-05-2008 JOB N0. 54942 TO SHOW ELEVATIONS ON uNE3 X WEST 50.00' (R) ~ ~ O N z EAST LINE OF -'" GOVERNMENT LOT 3 3.1) .0`1' ~~ 0~ (, 2.3) A.K.A. LOT 18 BLOCK 16 DONNER'S SUBDIVISION (12.4) 4X4 C.M. W/PIN (11.4 `~o. I 20 • x _(11.1) _ ~x,{it.1)x 44.~o>_(M) ~ -e wEST 50.00' (R) O s' 3/a" 1/2,. 49.99' (M) (UNDER PINE LB 3672 50.00 ~ ~R1 ROOT) ~( ~7of~j~' OF GOVERNMENT LOT 2 //C/p~I~~'1VCEMENT _ NORTH LINE OF CASTRO Y FERRER GRANT FLOOD 20NE "X" = AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAN /FLOOD ZONE "X (SHADED)" = AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. E Y p C~C~i~C~(~Ead R905t'C~~= ~' P v 1. ANGLES AS SHOWN ON THIS SURVEY. S ~ 2. PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE X AS ASSOCIATED SURVEYORS INC. BEST DETERMINED FROM FEMA FLOOD MAPS PANEL N0 1 DATED04-t7-1989. 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, 0 / LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY', NOT DETERMINED. w 4. JURISDICTIONAL AND~OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BLANDING BOULEVARD LOCATED BY THIS SUR EY. ~ ~ ~ JACKSONVILLE, FLORIDA 32210 5. THIS SURVEY 8ASE0 ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC ~ 904-771 -6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENT, TITLE `' 7 COVENANTS, B.R.L.'S, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. O S CERTIFICATE OF AUTHORIZATION N0. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. S V 6. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVEY ''JVAS DUNE UNDER MY EL[sC~C~ft~~OG^~f3C3G~GM~lJ4p~G~l~ DIRECT SUPERVISION AND MEElj THE MINIP7IUM TECHNICAL ~ SET IRON PIPE OR REBAR P.C. =POINT OF CURVE COV'D =COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY" OR L.B.5488 P.T. =POINT OF TANGENCY E.B.=ELECTRIC BOx ER 472, F.S. CHAP 61617- FLORIDA ADMi STR IVE COD • FOUND IRON PIN OR PIPE (IP) P.R.C. =POINT OF REVERSE CURVE / S ^ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = P01NT OF COMPOUND CURVE X =CROSS CUT OR DRILL HOLE (C) =COMPUTED DATA R/W =RIGHT OF WAY BY' (R} =RECORD (M) = MEASURED CONC. =CONCRETE B.T. =BUILDING TIE 3771 ORIDA CE KATE N0 R FL TC E H ENGT A\C =AIR CONDITIONER (E.T.) = EAVE TIE R . . A _ CH RL B. CH RLES L. STARLfN FLORIDA CE TIFICATE N0. 4 C L R. =RADIUS L. =A Q,,R. . = OFFICIAL RECORD BOOK "~''~'~~'€i~"""`+'"ps"n'' POLE A• HOR Y "* ' ' Y"40ND J. SCHAEF R FLORIDA CERTIFICATE N0. ~1"' ~ k~ef~~41~u~E ~ ;, ~~I;at "' ~ .. O UME T -0 U.- =OVER HEAD UTILITIES CH ORD 5471 4 J0 DATE 05-01 - 8 L. = UIL NG RESTRICTI~ ' LI X X K W W CE ^ ~E EEN NCE D 6 . LEC EE~~t P , 1 " = 20' DRAFTER 5. SPU G AGK Ic EAU oR C AN & cT 1LID WITHOUT THE SIGNATURE AND THE ORIGINAL , A E 0 A L RI A ELI E ,~~, onsl' v k ~ S:~'T' a N MAP SHOWING BOUNDA Y SUR1/EY OF THE EAST ONE HALF OF APART OF GOVERNMENT LOT$ 2 AND' 3, SECTION 17, 70WNSHIA 2 SOUTH, RANGE 29 EAST, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF CASTRO Y. FERRER GRANT SHOWN iN PLAT RECORDED (N PLAT BOOK 8, PAGE 4 OF THE PUBLIC RECORDS OF DUVAL COUNTY,. WITH THE EAST LINE OF LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, AND RUNNING THENCE NORTH ALONG SAID EAST LINE GOVERNMENT LOT 3, 167.2 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING OF THE LOTS HEREBY CONVEYED; RUNNING THENCE WEST 50 FEET; THENCE NORTH 115 FEET TO THE SOUTH LINE OF A 30 FOOT ROAD; THENCE EAST ALONG SOUTH LINE OF SAID FOOT ROAD, 100 FEET; THENCE SOUTH 115 FEET; THENCE WEST 50 FEET TO THE POINT OF BEGINNING OF THE LOT HEREBY CONVEYED AND BEING ALSO KNOWN AS LOTS 17 AND 18 OF BLOCK 16 OF DONNER"S S/D ACCORDING TO SURVEY OF I. R. WELLINGTON, SURVEYOR (UNRECORDED PLAT). CERTIFIED T0: SWM BUILDERS. 1~2` 386.80' (R) LB 3672 389.47 (M) 1/2^ O L8 4921 f CO ~~ Y d O _,I J O 0 vi APPROXIMATE (12.07) _ (11.891 -,,, (17.64) _ ,!-CEN7ERUNE ARDE,L,LA ROAD Aso' R~w> EAST NnDO.& R15K) ,{MM ~~-+H :L1 "TNarYf„fi~ot~1an;~a i/2" LB 4921 50, 00 (R/ LB 3672 (IN TREE R00T) 48 94. ~M~ / -1~2. .85.65' (M) 1.1=1 n ten' tinaru ! w 50.00' (R) 50.43' (M) 1!?J LSIl~1~W~1. ;1~W NAIL & DISK L6 5488 IN 36" PINE ELEV - 15.25 NGVD '29 w44eM~~~ WEST 1 /2 /~ ~ 0.T-1 saw dwnQ ~ ' - O 1 '~/ . ~~ ~h i~""' +f'-~~ ~ NOISIA108(1S S t~NpO I 9l X00 8l 1Q ~ CL. ~ I I ~I /- ~' s'AA ~ ( _a C :, ;+ ~ ~I ~r ~1 ~ ? I ~6 ~ 7 a~ I ~Ll I `` 1 1 1 1 1 M]~ ~- -~ O r o l A.K.A. z LOT 17 BLOCK 16 ~ ~ .,~ I DONNER'S SUBDIVISION ..-~' u 1 ~~ ~Ol ~ a ~ ~ ~ (BEGINNING ~ ,s~ ON LINE NOTE: ELEVATIONS ARE BASED ON NGVD '29 REVISED: 06-05-2008 JOB NO.: 5494 TO SHOW ELEVATIONS GOVERNMENT LOT 3 DONNER'S SUBDIVISION 1) (12.4) (1 ~lt~aq~f .S/ p~ 90. .")~' 20 ~~ >< cV . M, ....17.8'.... a ~ ~~ O D ~°j ~ Q m ^ ~~ w,y I- ~ ~ O ~ J 0 w U v~ W W d ~W~ ~ !r e~7 a r >zA ~o~ 0~,4 (~/~ '" z S ~'~ r ~'l~~ `~ 0.4' 44.70' (M) WEST 50.00" (R) 4X4 C.M. WEST 50.00' (R) 0.6' J t/2" ~ W/PIN 49.99" (M) 3/4. L8 3672 (UNDER PINE z ~ 50.00' (R~ RooT> EAST LINE OF POINT OF GOVERNMENT LOT 2 GOVERNMENT CO~IMENCEr~IENT _____- LOT 3 ._____ NORTH UNE OF CASTRO Y FERRER GRANT OOD LONE X' =AREAS DETERMINED TO BE OUTSIDE THE 0.2R ANNUAL CHANCE FLDOD PLAN / F100D ZONE "X (SHADED)" =AREAS OF 0.2R ANNUAL CHANCE FLOOD; AREAS OF IR ANNUAL CHANCE MATH AVERAGE DEPTHS OF LESS THAN 7 F00T OR MATH DRAIN ACE AREAS LESS THAN 7 SQUARE MILE, AND AREAS PROTECTED 8Y lE~£E$ FROM TR ANNUAL CHANCE FLOOD. V E_Y o ~, ~P9~~c~~ RI®1E~3- _ viiiiiiii/7- o A SSOCIAI W \~~ ~ ~ QED SURVEYORS INC. LAND & ENGINEERING SURVEYS 3846 BLANOING BOULEVARD JACKSONVILLE, FLORIDA 32270 904-771-6468 SAS ,.V.~'~/ CERTIFICATE OF 4TION N0. LB 00054$8 1. ANGLES AS SHOWN ON THIS SURVEY. 2. PROPERTY SHOWN HEREON LIES WITHIN FLOOp ZONE X A~ 6EST DETERMWED FROM F.E.M.A. FLOOD MAPS PANEL N0. 1 DATEDOa-17-1989 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, N01 LOCATED 8Y THIS SURVEY. 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBL}( RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENT, TITLI COVENANTS, B.R.L.'S, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL - ___- ~• I HEREBY CERTIFY THIS SURVEY ~ltit~S DO 6. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATfOt` _ .. NE UNDER MY DIRECT SUPERVISION AND MEETS`T}~E MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING PJRSUANT -TO CHAPTER 61G17- FLORIDA ADMI STR IVE CODE CHA? R 472, F.S. BY: „ . _ ~~G~II~®~d,~fl~~~iPI~,TI®II~S O SET IRON PIPE OR REBAR P.C. =POINT OF CURVE COV'D COVERE "ASSOC.SURVEY" OR L.B.5488 P.T. =POINT OF TANGENCY E.B.=ELECTRIC BO ~ FOUND IRAN PIN OR RIPE (IP) P.R.C. =POINT OF REVERSE CURVE ^ FOUND CONCRETE MONUMENT (C.M.) P-C.C. =POINT OF COMPOUND CURVE X =CROSS CUT OR DRILL HOLE (C) . = COMPUTED DATA R/W =RIGHT OF WE CH RL B. HATC ER 'FLORIDA CE KATE N0. 3771 CH RLES L. STARLlN FLORIDA C TIFICATE NO. 4579 RAYMOND J. SCHAEF R FLORIDA CERTIFICATE N0. 6132 (R) -RECORD (M) _ .MEASURED R. =RADIUS L. =ARC LENGTH O.R.B. =OFFICIAL RECORD BOOK O.R.V. =OFFICIAL RECORD VOLUME P R CONC. =CONCRETE B.T. = BUILDING TI A~,C =AIR CONDITIONER (E.T.) = EAVE TI ~i =WATER METER ~,= UTWTY pot P.EO. =POOL EQUIPMENT ~r GUY ANCHO JOB N0. '54714 SCALE: 1 " = 20' DATE 05-01 -200$ DRAFTER $. SPURLING . .M. =PERMANENT REFERENCE MONUMENT B.R.L. =BUILDING RESTRICTION LINE E.T. =ELECTRIC TRANSFORMER & PAD J.E.A. =JACKSONVILLE ELECTRIC AUTHOWTY -O.U.- =OVER HEAD UTILITIES CH ;CHOP X-X CHAIN LINK FENCE BTN. = BETWEE W-W WIRE FENCE -D-D-WOOD FENC C & R = GOVENANTS & RE5TRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER - - ons # ~ k ~ 5~~ a ,~/ lIAAP SHOWING BOUNDA Y SURVEY OF THE EAST ONE HALF OF APART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF CASTRO Y. FERRER GRANT SHOWN IN PLAT RECORDED IN PLAT BOOK 8, PAGE 4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, WITH THE EAST LINE OF lOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, AND RUNNING THENCE NORTH ALONG SAID EAST LINE GOVERNMENT LOT 3, 167.2 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING OF THE LOTS HEREBY CONVEYED; RUNNING THENCE WEST 50 FEET; THENCE NORTH 115 FEET TO THE SOUTH LINE OF A 30 FOOT ROAD; THENCE EAST ALONG SOUTH LINE OF SAID FOOT ROAD, 100 FEET; THENCE SOUTH 115 FEET; THENCE WEST 50 FEET TO THE POINT OF BEGINNING OF THE LOT HEREBY CONVEYED AND BEING ALSO KNOWN AS LOTS 17 AND 18 OF BLOCK 16 OF DONNER'S S/D ACCORDING TO SURVEY OF I. R. WELLINGTON, SURVEYOR (UNRECORDED PLAT). APPROXIMATE CERTIFI ED T0: SWM BUILDERS . (tt 64) _ f-CENTERUNE - -_----- (tJ (12.7) - ARDELLA AOAL~ ~-~o' R/~~ EAST A00.~ D15K) ~tAM:.}?'+H :21v~?r?'Yt„s^vC'1al~iJQ 7/2" N 386.80' (R) LB 492t 50. QQ f/R/ 1/2" 85.65' (M) L8 3672 EE ROOT) .j$ 94' (M) ' (1 LB 3672 , 389.47 (M) 7.1 0. D !~ LB 1 /2" 50.00' (R) R~ 0 7"} _ 4921 ~i ' ~ ~, 50.43 (M) Ja>~ W C-Q ~ ~~~~ , NAIL & DISK ~ , M~ '.v LB 5488 \[\_'`~'1 ~ ' ~ E NGVD P2925 ~~ - `' ` ' J I ~,,,~os~'r1D h~ NOISNI08f1S S ~DO I t7.6 9l X100 . ~ p 8l 1Q {{ ( WEST 1 /2 " ~d'x' i 4' b 1 I 1 ~ z I '~-"~- ~ I ~ ~ ~ CYJ ~ w N `. ~ ~~ ~ I ~ ~ ~ Y N ~ ~~ o \..-~ ~. S C I ° w O m r z u iO "~ ~ ~. d O ~ o ~ ~~ ~ 1 .- ,1i `may .., ~~ ~ j J ~ Y ~ o -- ~ N J J m F ~ A.K.A. I ,~h ~..~ ~~ I Z l0T 17 BLOCK 16 DONNER'S SUBDIVISION I o ~ „~ ~ _,,,j~.~ I DONNER'S SUBDIVISION s.1) (1z.4) (T1 ; `~' ~, ~ J~ ~'`~ II s d ~ '~ ^~ t ~ ff ri S f I X `~/ r t - ~ ~' ~~ ~ ~ sf: (Y~t ~ ~ • I BEGINNING , .,~ „ 9 ~~ Oi3~ X ' y y I ON LINE ( ~ _- _-x^_ 44.70' (M) - X WEST 50.00' (R) 0.6' 1 2 WEST 50.00' (R) ~ 4X4 C.M. 3/4" / " NOTE: ELEVATIONS ARE W/PIN 49.99' (M) (UNDER PINE LB 3672 ~ v BASED ON NGVD '29 Z ~ 50.00' ~R~ ROOT> ~ POINT OF GOVERNMENT LOT 2 GOVERNMENT LOT 3 EAST LINE OF REVISED: 06-05-2008 GOVERNMENT COMMENC~'rIIENT JOB NO.: 54942 ___._ LOT 3 NORTH UNE OF CASTRO Y FERRER GRANT TO .SHOW ELEVATIONS ~~~~~~~ FLOOD ZONE "X" =AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAN /FLOOD ZONE "X (SHADED)" =AREAS OF 0.2R ANNUAL CHANCE FLOOD; AREAS OF it ANNUAL CHANCE MATH AVERAGE DEPTHS OF LESS THAN 1 F00T OR WITH DRAINAGE AREAS LESS THAN 1 SOUARE MILE; ANO AREAS PROTECTED BY LEVEES fROM 7R ANNUAL. CHANCE FLOOD. ~ E Y O B . - ___ GfFfl~~A~ ~®1T~~~ - -" A s"soclAi 0 w `~~ ~ ~ ED SURVEYORS INC. LAND & ENGINEERING SURVEYS 3846 BLANDING BOULEVARD JACKSONVILLE, FLORIDA 32270 904-771-6468 CERTIFICATE OF AUTHOR!7_ATION N0. LB 0005488 ~ 1. ANGLES AS SHOWN ON THIS SURVEY. 2. PROPERTY SHOWN HEREON LIES WITHIN. FLOOD ZONE X A`- BEST DETERMINED FROM F,E.M.A. FLOOD MAPS PANEL NO. 1 DATED04-t7-1989 3. THIS 15 A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOl LOCATED BY THIS SURVEY. 5. THIS SURVEY BASER ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLI( RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENT, TITLI COVENANTS, B.R.L.'S, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL ~^ ~ ~ ~" 6. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATIOt` HEREBY CERTIFY THIS SUP.VEY_;bV~15 DONE UNDER MY ~~~~~®~~~®~~~~~~~®~~ DIRECT SUPERVISION AND MEETS'l'l~E MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. =POINT OF CURVE COV'D COVERE STANDARDS FOR LAND SURVEYING PUFSUANT TO CHAPTER "ASSOC.SURVEY° OR L6.5488 P•T. =POINT OF TANGENCY E.B.=ELECTRIC 80 61G17- FLORIDA ADMI STR IVE CODE CHA° R '472, F.S. • FOUND IRON PIN OR PIPE (IP) P.R.C. =.POINT OF REVERSE CURVE ^ FOUND CONCRETE MONUMENT (C.M.) F.C.C. =POINT OF COMPOUND CURVE ~ X =CROSS CUT OR DRILL HOLE (C) • = COMPUTED DATA R/W =RIGHT OF WE BY: . , (R) = RFCORp (M) = MEASURED CONC. =CONCRETE B.T. = BUILDING TI CH RL B. HATC ER "FLORIDA CE KATE NO. 3771 =RADIUS L. =ARC LENGTH R A\C =AIR CONDITIONER (E.T.) = EAVE TI C RLES L STARLIN FLORIDA C TIFiCATE NO. 4579 . O:R:B. =OFFICIAL RECORD BOOK ~ ~ WATER METER ~@.= UTILITY POl RAYMOND J. SCHAEF R FLORIDA CERTIFICATE N0. 6132 O.R.V. =OFFICIAL RECORD VOLUME R.M. =PERMANENT REFERENCE MONUMENT P P.EO. =POOL EDUiPMENT -~- GUY ANCHO -O.U.- =OVER HEAD UTILITIES CH CHOF JOB NO. '54714 DATE 05-01 -2008 . ~.R•L• ~ 8 ECTRCGTRA SFORMER &LPAD W-W WHRE FENCE EN 0 0 WOOD FENC SCALE: 1 " = 20' DRAFTER S. SPURLING J.E.A. = JACKSONVI(lE ELECTRIC AUiHOWTY C & R =COVENANTS & RESTRICTIONS --- - NOT VALID WCTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPP R ~~ ~,-~ ;~ ., ~~ .. , r, , ~ r .„ .~~ N~~ I I^I QIJh ~11~7~zJ11~ U7 II 1'111 ~,]IzJOI_I b' _a~ 1\~_] 1] l Jc~J l~dr~!i`)I~-I~~i ~F!1 ~~f~l" 3dfil' I!`,~I~ ~H1 1_(l~I;.IIrV'~ +I -,~ :-~'--~ 'g- .,-~~.., .-, ,~~, _ Rte.=~.r,~, .~~ .~ _ IIt~I1Jl]I J:{.rs LP1~IJ]\i~1 - I ~ A Hti ~ `J Ii' In "~'~ J LI Hlfl~ VIII 1J17 VIII/II;tS>i ~hI I JI ~~I I .; ~ 3~IllI ilinll li h '?G131 7J1^,', ni -iJ, 1J,J o hlllllnlShJJ-11 I'11:~1 li 13 I~.1 (l,:_ i~ - _ __ - - - - NJ iw17`d IIlB ~ dl I~ `dPll I 111;1{~ -; 11111 (1011 I ~IS7 J -~f11Uili .l - I `I I ~ IJ`{~~ _' ~ I) a1` I' r it>JI~H = I~) -,~II11-IIUI ~1V~H 11~i1= Ili)-~ III~V'!f{IJOVI ~N143J1I IIdJIJb"PI~IIJ 4`I 1,I "`:~"° ~ """'~"-~'~~_- u:.~~. ,.., ,,~,~,., A(iH,IJ~ .III `- lfl7~^IdIV'lU3 I(1t1 _. ii7 ~ ~ ~1 _, i t ~ s„R~x _...w. ._ , 711 ..1.!111(1 ~ ~I'ItiI J(1 U~i01{ INI~ ;I i 1-, ,~I 71 ,:_~i IL'IJ-) ill i~'-~_` ~l~'~J ~ -~ _ Illi~ n Iii I I`~~ _JIl I ^a ~ I Il ~I 1PI 1J ~.~11J1111J I ~ C 7~, i , fll ~t111111 li_' Il it ~ 1~,~ i l ~]];i J 1 ~1 ~I- -~ 'i l ~l '.~'I III ! ] .! 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Iv idt~ ]7`b, __IJ~b; 1 III?: ;' ~ 1 `=, r --,I.a~, ~ ~ _ _ ~ _ ~_ , ~ ~ ' I ; :_ i ~ ~ ~ ^ _- V _0 I '\. ~:~~ I ,~ o. ;'~ SJ ~ u I ) ~ , ~ ,h ~I ~/,~~3 J1 ~,~ U, , . ~ hk.~llH~~flfA)~ _7Fd(1'~ _ (1 I %~ ~ !f' C-~ ~ a `~ C~ i ~ ~ 1 . 9 41 i -t U~ .~'ll.t)E; ~i ~ Jl iln~)~ v., ~~- -- `h~ -._ 111 ?JUhI u, 0 I r~Zl ~ (/Ll ~IS~ ~.hr ~., i, a51~7 ,' ~nbrd - f,{j ,OOY?61 15~--7 ---~.-. ___ _.. _-----_ ~ 1 ~c SI - n3i~ L~ Sul i _ III ~` a L ~ f~~ ~...~~ ~ ~ d I~] ppF pp II ~N7 ~~~_,,,/ ~ ~~~ /~I ~'I~nl- i II ~'_~ ~•y' r 1 ?IL 7f Ili , 9,~ - I~ i t _~i. I kill _i ~1, ~'=. 441 S ,1 I 1 k] ra' IICri i 1~ i71 ` t ;rl n~ ~,,~~. I:~~ L~ ~~ ~ ~\'~ 1." ~ _~ S2I~a'II17f~ Z+Ih1S ~ OZ Q~3IdI,Z~lil;.{ MAP SHOWING BOUNDARY SURVEY OF THE EAST ONE HALF OF A PART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF CASTRO Y. FERRER GRANT SHOWN IN PLAT RECORDED IN PLAT BOOK 8, PAGE 4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, WITH THE EAST LINE OF LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, AND RUNNING THENCE NORTH ALONG SAID EAST LINE GOVERNMENT LOT 3, 167.2 FEET TO A POINT. WHICH IS THE POINT OF BEGINNING OF THE LOTS HEREBY CONVEYED; RUNNING THENCE WEST 50 FEET; THENCE NORTH 11~ FEET TO THE SOUTH LINE OF A 30 FOOT ROAD; THENCE EAST ALONG SOUTH LINE OF SAID FOOT ROAD, 100 FEET; THENCE SOUTH 115 FEET; THENCE WEST 50 FEET TO THE POINT OF BEGINNING OF THE LOT HEREBY CONVEYED AND BEING ALSO KNOWN AS LOTS 17 AND 18.0E BLOCK 16 OF DONNER'S S/D ACCORDING TO SURVEY OF i. R. WELLINGTON, SURVEYOR (UNRECORDED PLAT). CERTIFIED TO:~ SWM BUILDERS 386.80' (R) 1 /2" 389.47' (M) LB 3672 ~ /~ 4921 I A/90ELLA/~/~DAD NAIL dt DISK ~`30, R/ "~ LB 4921 EAST 100.00' (R) 1/2' (IN TREE ROOT) 50.00' (RJ 1/2" L8 3674 0.70' NORTH ~ 48.94' (M) - 85.65' (M) A ~ 50.00' (R) 1.1' - 50.43' (M) NAIL do DISK LB 5488 (IN ROOT OF 3B" PINE TREE) WEST 1/2 0 N II r ~~ ~ O (Gl ~ O Y ~ 00 J J m ~^ Q ~ ~I r. .y A.K.A. LOT 17 BLOCK 16 DONNER'S SUBDIVISION POINT OF BEGINNING - I ON UNE ~ * X $ys ~?, Off' poi ~~ WEST 50.00' (R) ~ 4W~N . ~^ ~~ h o.7' ~~ EAST 1/2 VA CANT I ~ ~ ~ co `. Q, •- I c "N ~ ' 1 ~ 0 0 J J ^ ~J m I x A .K.A~ . LOT 18 BLOCK 16 DONNER'S SUBDIVISION ` $~o Ai. I 0.4' 4s. s'( WEST 50.00' (R) 0.6' 3~4. i/2' 49.99 (MJ (UNDER PINE LB 3672_ 50.00' (R~ ROOD GOVERNMENT LOT 3 EAST UNE OF POINT OF GOVERNMENT LOT 2 GOVERNMENT COalrilENCE~lENT -__ LOT 3 _._ _- NORTH UNE ~' CASTRO Y FERRER GRANT \ \.`~ FLOOD 20NE "X' ~ AREAS DETERMINED TO 8E OUTSIDE THE Q47L ANNUAL CHANCE FLOOD PUW //FLOOD 20NE "% (SHADED).. ~ AREAS OF 0.2>< ANNUAL CHANCE fL00D; AREAS dF ix ANNUAL CHANCE WITH A~ERACE DEPTHS OF LESS THAN 1 FOOT OR WITH DRNNAGE AREAS LESS IRAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 17[ ANNUAL CHANCE FL000. ' ~ A ssoclai ~~. ~ ? QED SURVEYORS INC. LAND ac ENGINEERING SURVEYS 3846 BLANDING BOULEVARD JACKSONVILLE, FLORIDA 32210 904-771-6468 \O ~! CERT1FICATE OF AUTHORIZATION N0. LB 0005488 I HEREBY CERTIFY THIS SURVEY V+I,f``S, DONE UNDER MY DIRECT SUPERVISION ANO MEEK T+fiE, h(INIMUM TECHNICAL STANDARDS FOR LANDURV~'1 FC~'PUR,~UANT TO CHAPT€R 61G17- ,FLORIDA AD IST T1 COD £H ER 472, F.S. eY: ~~ CH L B. HA" CH RLES L. STA RAYMOND J. SCI JOB N0. 54714 SCALE: 1 " _ "F'EC~Rff~A CE IFICATE N0. 3771 FLORIDA TIFICATE N0. 4579 FLORIDA CERTIFICATE N0. 6132 DATE 05-01-2008 DRAFTER S. SPURLING 1. ANGLES AS SHOWN ON THIS SURVEY. 2. PROPERTY SHOWN HEREON LIES WITHIN FL~pO ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL N0. 1 DATED04-17-1989, 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UT'IUTIES, IF ANY, NOT DETERMINED. 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY. 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE NOT SEARCHER BY THIS SURVEYOR FOR EASEMENT, TITLE COVENANTS, B.R.L'S, RESTRICITONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. THERE COULR BE O111ER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6. UNLESS OTHERWISE STATED ALL IROM PIPES FOUND HAVE NO IDENTIRCATION. LEG~6aE~/AI9)Otl~~YIAYIOWs O SET IRON PIPE OR RE6AR P.C. =POINT OF CURVE COV'0 =COVERED ••'~ OUNDUIRON •P NROR P P,E (IP P.R.C. P~POINT 0 REVERSE SIC 80X ^ FOUND CONCRETE MONUMENT (C.M.; P.C.C. =POINT OF COMPOUND CURVE XR-- CRROSS CUT OR DRILL HOLE (C) =COMPUTED DATA R/W =RIGHT OF WAY O = ECORD (M) =MEASURED CONC. =CONCRETE B.T. =BUILDING TIE R. =RADIUS L. =ARC LENGTH ABC =AIR CONDITIONER (E.T.) = EAVE TIE O.R.B. =OFFICIAL RECORD BOOK Ifil =WATER METER ~.= UTILITY POLE O.R.V. =OFFlGUIL RECORD VOLUME P.EQ. =POOL EQUIPMENT -s= GUY ANCHOR P.R.M. = PERIUWENT REfEftENCE MONUMENT -O.U.- =OVER HEAD UTILRIES CH =CHORD B.R.L. =BUILDING RESTT21C1'ION LINE X-X CHAIN UMK FENCE BTN. =BETWEEN E.T. =ELECTRIC TRANSFORMER do PAD. W-W WIRE FENCE -O-Q-WOOp FENCE J.E.A. = JACKSONVILLE ELECTRIC AUTHORITY C dl R =COVENANTS do RESITiICTTONS -- ....._ ....-.._.._ -..- ...,....~...,~ .. ... .-,.r .......~.... r,.~~.re. r~r., nr - ci novae i ~nrA1L`Cn ci~DVCV/10 enln -IeCD~R MAP SHOWING BOUNDA Y SURVEY OF THE EAST ONE HALF OF APART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF CASTRO Y. FERRER GRANT SHOWN !N PLAT RECORDED IN PLAT BOOK 8, PAGE 4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, WITH THE EAST LINE OF LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, AND RUNNING THENCE NORTH ALONG SAID EAST LINE GOVERNMENT LOT 3, 167.2 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING OF THE LOTS HEREBY CONVEYED; RUNNING THENCE WEST 50 FEET; THENCE NORTH 115 FEET TO THE SOUTH LINE OF A 30 FOOT ROAD; THENCE EAST ALONG SOUTH LINE OF SAID FOOT ROAD, 100 FEET; THENCE SOUTH 115 FEET; THENCE WEST 50 FEET TO THE POINT OF BEGINNING OF THE LOT HEREBY CONVEYED AND BEING ALSO KNOWN AS LOTS 17 AND 18 OF BLOCK 16 OF DONNER'S SfD ACCORD{NG TO SURVEY OF I. R. WELLINGTON, SURVEYOR (UNRECORDED PLAT). CERTIFIED T0: SWM BUILDERS. 1/2" LB 3672 0 O N II ~~ 386.80' (R) 389.47' (M) 1/2" LB 4921 APPROXIMATE (12.07) _ (11.89) (11.64) .. f~NTERIINE _ ARflFLLA ROAD too' R/w~ EASTNAI~~dcOISK) ~b~M-}?-~H`:L~"!?l,lyr„S'^~c~,ao„d. LB a92t ~Q, ~Q' (R/ ~ LB 3672 (iN TREE R00T) 48.94' (M) 1/2_ 85.65' (M) 1.1'~ n ~n• unoTU n 50.00' (R) 50.43' (M) NAIL & DISK L8 5488 IN 36" PINE ELEV - 15.25 NGVD '29 7 ~~ r ~ o n3.rt .~. WEST 1 /2 ~ ~ ~ o ~ co 0 4j v ~ ti I- U '- ti O O J J m H z ~ A.K.A. LOT 17 BLOCK 16 ~,.+`' ~ DONNER'S SUBDIVISION ~ ~(. p! ~ ~~ r S ~~ < ~ BE~ INNING , t~' ON UNE NOTE: ELEVATIONS ARE BASED ON NGVD '29 REVISED: 06-05-2008 JOB NO.: 54942 TO SHOW ELEVATIONS WEST 50.00' (R) ~~ ~ (V o^ z ~ 1a}S ~wnQ / ,, 0 ~~ ~ ~~~~~ { 17.8' No~su+,laens s r~NOa ! s ~ ~~o ~ ,~ 8 t 1Q , ' max' ~ - 4° ~, r !YY I (p U ~ 1 ~ "~~, .~,, .- aj W (1 S .~ I ~ ~ ~~,.CYJ ~W~ r ~ d `I ~ ~ °o `° ~o M ' S ~ J 0 1 1 ~ O ~~ ------._ I .qlk ~~ DONNER'S SUBDIVISION I ~--- 31) (12.4) (11. I ,~~ ~~~ E ,~~ ~ I ~ ~iJ 0`4 90. I ,~o, c~0, x ~ A~ (~ ~ _X 0 44.70' (M) 4X4 C.M. WEST 50.00' (R) 0.6' 3/4,• 1/2" W/PIN 49.99' (M) (UNDER PINE LB 3672 T 50.00' (R) ROOT) GOVERNMENT LOT 3 EAST LINE OF POINT OF GOVERNMENT LOT 2 GOVERNMENT CO~IMENC~'MENT --_._ LOT 3 ~- '- NORTH LINE OF CASTRO Y FERRER GRANT FL000 ZONE "X" =AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAN / F100D ZONE "X (SHADED)" =AREAS OF 0.27E ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE NILE; AND AREAS PROTECTED 0Y LEVEES FROM tx ANkUAI CHANCE FLOOD. ~ E Y O __ G1~P~EfRd{L i19®'IT~~= ~ J R S 1. ANGLES AS SHOWN ON THIS SURVEY. c~ 2. PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE X AS ASSOCIATED SURVEYORS INC BEST DETERMINED FROM F.E.M. A. FLOOD MAPS PANEL N0. 1 DATED04-17-1989_ THIS IS A SURFACE SURVEY ONLY THE EXTENT OF UNDERGRO ND FOOTINGS . 0 . , U 3. LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. ~ 4. JURISOICTIONAI AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BIANDING BOUIEVARO LOCATED BY THIS SURVEY. ~ S ~ JACKSONVILLE, FLORIDA 32210 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC ~ ~ 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENT, TITLE J ~ ~ COVENANTS, B.R.L.'S. RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. O CERTIFICATE OF AUTHORI7_ATION NO. LB 0005488 S S y THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO iDENTIFiCATfON. I HEREBY CERTIFY THIS SURVE`(_-lk,"1S DONE UNDER MY ~~GEPA~~d~~3~~!/~d9'~~@~~ DIRECT SUPERVISION AND MEETS "THE M-~iMIJM TECHNICAL O SET IRON PIPE OR REBAR P C =POINT OF CURVE COV'0 =COVERED STANDARDS FOR LAND SURVEYING PURSUANT -TO CHAPTER . . "ASSOC.SURVEY" OR L.B.5488 P.T. = POMT OF TANGENCY E.B.=ELECTRIC BOX 61G17- FLORIDA ADMI STR IVE CODE CHA? R 472, F.S. • FOUND IRON PIN OR PIPE (IP) P.R.C. =POINT OF REVERSE CURVE ~ ^ FOUND CONCRETE MONUMENT (C.M.} P.C.C. =PAINT OF COMPOUND CURVE ; BY: ,,, ' X =CROSS CUT OR ORILI HOLE (C) =COMPUTED DATA R/W =RIGHT OF WAY BUILDI R RECORD R O B C ( ) = (M) =MEASU ED ~ CH RL B. HATC ER FLORIDA CE KATE NO. 3771 R. =RADIUS L. =ARC LENGTH {E.T.} AVE TIE A = AIR ONDITIONER C ~ CH RLES L STARLIN FLORIDA C TIFICATE N0. 4579 O.R.B. =OFFICIAL RECORD BOOK ® =WATER METER ~p,= UTiLItY POLE RAYMOND J. SCHAEF R FLORIDA CERTIFICATE N0 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EO. =POOL EQUIPMENT --~= GUY ANCHOR . P R M =PERMANENT REFERENCE MONUMENT - =OVER HEAD UTILITIES CH =CHORD -O U JOB N0. ''J4714 DATE 05-01 -200$ . . . B.R.L. =BUILDING RESTRICTION LINE . . X-X CHAIN LINK FENCE BTN. =BETWEEN " ' E.T. =ELECTRIC TRANSFORMER & PAD W-W WIRE FENCE -0-t1-WOOD FENCE SCALE: 1 = 20 GRAFTER S. SPURUNG J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY C & R = COVENANTS & RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER } MAP SHOWING BOUNDARY SURVEY 4f THE EAST ONE HALF OF A PART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DESCRIBED AS FOU_OWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF CASTRO Y. FERRER GRANT SHOWN IN PLAT RECORDED IN PLAT BOOK 8, PAGE 4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, WITH THE EAST UNE OF LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, AND RUNNING THENCE NORTH ALONG SAID EAST LINE GOVERNMENT LOT 3, 167.2 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING OF THE LOTS HEREBY CONVEYED; RUNNING THENCE WEST 50 FEET; THENCE NORTH 115 FEET TO THE SOUTH LINE OF A 30 FOOT ROAD; THENCE EAST ALONG SOUTH LINE OF SAID FOOT ROAD, 100 FEET; THENCE SOUTFI 115 FEET; THENCE WEST 50 FEET TO THE POINT OF BEGINNING OF THE LOT HEREBY CONVEYED AN0 BEING ALSO KNOWN AS LOTS 17 ANG 18.0E BLOCK 16 OF DONNER'S S/D ACCORDING TO SURVEY OF I. R. WELLINGTON, SURVEYOR (UNRECORDED PLAT). CERTIFIED;TO:~~ SWM BUILDERS i/2' LB 367 O g 0 CV n ~~ 386.80' (R) 389.47 (M) 2 LB /4921 (~ t0 ' `1 00 J J m ARDELLA~/R0.40 NAIL dt DISK `"j~, R/ "~ LB 4921 EAST 100.00' (R) ~ i/2" (IN TREE ROOT) 50 OO (R) 1/2.. 85.65' (M) ~ 3872 o.~o' NoRTH • 4e.94' (M) _ ~ 50.00 (R) 1.1~ ' .0 p X 50.43 (M) y 33,, y ~`~' ~~ NAIL do DISK l8 5488 n (IN ROOT OF /, = I 36- PINE TREE) ' U WEST 1 EAST 1 2 ~~ "~ -. VA CAN T v O I~ f ~ U) I ~ lei ti ~ '~ V Q ~ I A.K.H. .K,P~ . LOT 17 OT 18 BLOCK 16 OCK 16 DONNER'S SUBDI VISION DONN R S SUBDIVISION ~L:y-= POINT OF ^) ~~ BEGINNING ON LINE WEST 50.00' (R) ~ 4X4 C.M. W/PIN ~~ 0.7' (~ G ) S 1 ~~ ~~ ~Q. ~~ $ "~' ~ 0 0 ~ ~ J J ., ~ 0] O s~ ~. ~~ ,von o. Ri, 0.4' 44.70' (M) -X- ..-_ X15 S'( WEST 50.00' (R) 0.6' 3/4. 1/2" 49.99' (M) (UNDER PINE ~ 3672 50.00' (R~ ROOD GOVERNMENT LOT 3 EAST UNE of POINT OF GOVERNMENT LOT 2 GOVERNMENT COM~ifENCE.~lENT LOT 3 "-'- __ ~- NORTH LINE OF CASTRO Y FERRER GRANT FLOOD ZONE "X' ~ AREAS OEIERMINED TO BE OUTSIDE THE 0.27E ANNUAL CHANCE FLOOD PLAN /FLOOD ZaNE "% (SHADED).. ~ AREAS OF 0.27[ ANNUAL CHANCE fL00D; AREAS OF ix ANNUAL CHANCE MATH A1IERAGE DEPTHS OF LESS THAN 1 FOOT OR YNTH DRAINAGE AREAS IFSS `IRAN i SQUARE PILE; ANO AREAS PROTECTED BY LEOEES FF'OIA 1x ANNUAL CHANCE FL000. - ~ E r o A a~~~Rw~ ~eo~ES= ~ A S~SOCIATED SURVEYORS INC. LAND do ENGINEERING SURVEYS S 3846 BLANOING` BOULEVARD ~ JACKSONVILLE, FLORIDA 32210 ~ ? 904-771-6468 J `~ O S S d CERTIFICATE OF AUTHORIZATION N0. LB 0005488 I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY DIRECT SUPERVISION AND MEETS ..THE MINIMUM TECHNICAL STANDARDS FOR LAND RV YING PUR UANT TO CHAPTER 61G17- ,FLORIDA AD IST_ IV CO.~ CH ER 472, F.S. BY: CH L B. HAT ER FLORIDA CE IFICATE N0. 3771 CH RLES L. STARLIN Ft~R1DA= TIFICATE N0. 4579 RAYMOND J. SCHAE R fCQRIDA _CERTIFlCATE N0. 6132 JOB N0. 54714 DATE O5- SCALE: 1" = 20' DRAFTER S. ..ter ..~, i,~ „IiT..ni ,T T. .C tom, I~A,ATI IfIC AAIn TLJC nil 1. ANGLES AS SHOWN ON THIS SURVEY. 2. PROPERTY SHOWN HEREON UES WITHIN FLIQpO ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL N0. 1 DATED04-17-1989 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THIS SURVEY. 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENT, TITLE COVENANTS, B.R.L'S, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFlCA110N. ~~c;~Nbiw~REViATlowa O SET IRON PIPE OR REBAR P.C. =POINT OF CURVE COV'0 = COVERED "ASSOC.SURVEY" OR L.B.5488 P.T. =POINT OF TANGENCY E.B.=ELECTRIC BOX` • FOUND IRON PIN OR PIPE (IP P.R.C. =POINT OF REVERSE CURVE ^ FOUND CONCRETE MONUMENT (C.M.j P.C.C. =POINT Of COMPOUND CURVE X =CROSS CUT OR DRILL HOLE (C) =COMPUTED DATA R/W =RIGHT Of WAY (R) =RECORD (M) =MEASURED CONC. =CONCRETE B.T. =BUILDING TIE:. R. =RADIUS L. =ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE O.R.B. =OFFICUIL RECORD BOOK ~ =WATER METER esp.= Ui1LITY POLE O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL. EOUIPNENT --= GUY ANCHOR P.R.M. =PERMANENT RffERENCE MDNUGENT -O.U.- =OVER HEAD UTIlff1ES CH =CHORD B.R.L. =BUILDING RESTRICTION UNE X-X CHAIN LINK FENCE 81N, =BETWEEN E.T. =ELECTRIC TRANSFORMER de PAD W-W WIRE FENCE -D-D-WOOD FENCE J.E.A. =JACKSQMIALLE.ELECTRIC AURIORIIY C do R =COVENANTS do RESTRICTIONS lei oercrn ecel nC''~- t"I R1p1f1A I Ir~nlc'Fn CI IR\/FY(SR ANTI MAPPF'R \` I'~ /,I~~ ~.- Q . J ~_ ~ CIIAVEL StlFfN MENr '~ ~-aom wtFr ,~' wan sTUD wRE wIEEN sPECI~c aPPUCanaN _ - THIS METHOD <R INLET PROTECTION IS APPLICABLE AT CURB INLETS NECESSARY TO REVT?i~%BCESSIVE PONDINC IN FRONT OF THE 5TRUCNRE BLOCK & GRAVEL CURB {NLET SEDIMENT FILTER '~- OZ) ,,^Jpn'e wLEr ~' ~ VEL FA,TER " ~'~~,JfIL1ER FAdOC ADNdF MATER ~ _}~ TLTER WATER WIRE SC ''i ;+ ti NOTE; Sp°cn9e shovm in this chart de bused on CONCRETE q~Dpl gena<ol'aed conditionsand should be adNste`aba~ ~ Y oetual site perfamanea ar hydrou{ic canal 'rce` Cohesus Non-Cahesiva Very Light CS '~ FRm loom Fine Sond Light >S d0 "e Goy Sands Gaurse Send Madaole >ID ~S ., q%'s Lauds Hmvy >15 c25 Hardpms Sandy born Very Hmvy >25 <40 Sit LDOm ____- ______._-- dITAVEL RLTER i Wulf SCREEN / FlLIEREO WATER R OVEIIFL ~~'~-`~/ M RIwOFF'~ ,-~,+ WATER WITH $ u~ *p4ETIT ': drop T SEBDIENT WrDI ANTE 2 I Yay ~~ non-Cohesive L'ghl-Caheave Type A L'ghl Non-Cdxsive Md NaderolrCahesive Fypa M Yadaate Non-Coharve Md wavy-CdwNe Tpe IV Henry Nan-Cahesrre Md 1. SET 1HE SAXES 2, EXCAVATE A 4'x4' TRENCH LINE CF STAKES. P FLON B' MN. 3. STAPLE FLTER 4. BACKFlLL AND MATEINAL TO `TINTOS CEIOICAVATEDTMSd4 ANO EXTEND T14E FRENCH. .......~.~ .ow irsnaM _ I POWYS A I ida ~ ~ FLOW SHOJID BE THIS METHOD of MEET T PROTECTON 15 APPLICABLE ~ IDD Id0 200 7SD d00 3`D ~ F IYI~ WHERE HEAVY FLOWS ARE ti F«t) EXPECTED PND YAIENE AN plMt I Spadn9 L I AND TYPE N ElF1AlI0N OVERFIGW CAPACITY IS RECpMMENDEO SPAgNC FpR~T'ErPIER AND 1YPE IY NECESSARY TO PR ATtOUND HAYBALE BARRIERS. AND °i ArFMENT DF A FLYER BARRIER EXCESSIVE PONDRIG SILT FENCES AND PAVED DITCH HAY BALE PROPEP IN~AY 7HE STRUCTURE. BARRIERS 91000 k GRAVEL DROP SPAGNC RECOMMENDAnON FDR INLET SEDMENT FILTER SLT FENCES & NAY BALES N.TS (D-904) to STAKED t. SET POSTS AND 2 STAPLE W pNOP Daft ~~FR>~ ~. w BALE EXCAVATE A 4x4' FENGNC TO MiN h TRENCH UPSI.OPE POSTS RtwOFT ALONG 1HE LINE OF WATER __. M1H ~ w~TE~R P0.51S I IN e ~ ~ A _ e h S1NAw BA1ES STAKED wIW{ p STAKES PER BALE NAY BALE sc-oAIENT m.TER 4. ~ cPECIFlC APB ICAIIGH 3. ATTACH 1HE 4. BACKFNA THIS METHOD OF INLET PR01EC110N IS APPUCABIE M4iFRE INLET DRAINS A RELAnVELY FLAT AREA (SlAPES~ND THE WIRE FENIC~O ECOIAPVAAC~ FlL1ER BARRIER CONSTRUCnON OEroA9 Dl N.T.S, AMD ENi~CED ~~ ~ .~ ~ T PPILG BRpwC INiE~ QI TMIIR '~~T~~I ~ CRA4EI. CURB Ntlt WNCREIE GBTTEAr SEpp1ENi FlLTER SpEgFIC APPUCAnON THIS METHOD DF INLET /PPUCABLE AT CURB wlETS WHERE NOWT LIKELY TGOCAUSE INCONVENIENCE DAMAGE TO ApJACI:NT STfTUCRRiES k UNPROTECTED AREAS. ~.u, ~~r GREATER THAN 5 PERCENT) WHERE SHEET oR OVER fLOV15 (NOT EXCEEDING 0.5 cfRE(:EIVINCPCONCENTRATED OD IN10 1NE ~ IT I SHALL NDT APPtr To u+IETs T FLOWS SUCH AS IN STREET DR HIGHWAY MEDANS. BUHIAP FAdRC STAKES FN.IEREO ~ ~`-• J gUNOFF WATER WRIER _ _aW1N SEDWENi~ EXTENSION OF -~ FABRIC RAID WIRE r.~ INtO THE TRENCH. - _ _ l3tA~M FABRC FRIER FABRIC M DRAVd AND wwE MESH DRLp 41ET SEpYENT FlLTOT FAIRaC SEdMENi RUER ~Fnc~~ ICaw A~ SpEGFlC APPLICATION TftlS MEMOD OF INLET PROTECTION IS TRATED FLOWS ARE EXPECTED. BUT THE MILETD NNS A Rf7ATIVELYOFLAT AREAI~EW'NFRE NDT WHERE PONDING MOUND THE GREATER THAN 5 PERCENT) YMERE SHEET OR OVERLAND SiRUCNRE MIGITi CAUSE E% a55fVE FSLTO~ NDOTME1tPCL~~p~NOETS RECE1NNCreCONCEN EAIED OD INCONVENIENCE GR DAMAGE Ca.}STRUCnON DETAILS FOR SILT FENCE ADJACENT STRUCNRES ANO FLOWS. SUCH AS W STREET GR HIGHWAY MEDIANS. UNPROTECTED AREAS. a-bn GRAVEL INLET SEDIMENT TRAP DROP INLET SEDIMENT TRAP w-rr ~ MST~ALI~BI S7RAMY STAKED NAY BALE ~-~-- W .r ;iTT::~P.~ TO +. W ~J~'~f, W y ®I ~'. y .~.~ W .1~4'~~ W SEE DROP INLET SEDIMENT TRAP (D-905) ERECT SEDIMENT BARRIERS AT CATCH BASdS ~IYPICAL) ~ON_ gq~Rat~ i. BE LOCATED PRIOR TOLCONDS~~•~PROXIMATE AND MUST 2' I~NlII~MTUI ~~ ~ FOR CONSIRUCTION.~ AB50.UTE 3. YATERiAI RFSULTNTC FORM EXCAVATION WIU. NOT YE PLACED DI SUCH A YANNER THAT IT LS DlSPERSFO BY CURRENT OR CONTNNED AT ONE SITE APPkOPRIAiE. CGIEC~ AND 4. NERVY EpUpIJENT WORKING IN WETLANDS MU. BE PULED ON MATS DR LDW GROUND PRESSURE EgNPMENT USED QURNiC CONSTRUCTION TTOUNISTAIL TNENFN3ER OPIICSYSIEN ~U~. NTEA ~OUMtm 5. N ~ WEO.ANDS TEMPORARY ACCESS RDA05 Wdl ~ 6. ApPNOpftlATE 9LTAlION AND ER090N CONTROLS MLL BE Uqp AND 4AIN7AN1E0 NI EFFECTIVE OPERATRIG CONg1WN DURING CONSiRUC110N, AND AFL EXPOSED Spl AHD FlliS rWl1 ~ pERMpTTEN1LY STABRI2ED AT OTE EARLIEST f>RACWCADIE DATE. 7, SFpIMEN1 CTXTIROL FENCE (SR.T FENCE) SHIIULD BE RiSTAT1ED AND YNNIANlED FOR Tl# DURATION DF 1NE CpN51R11C110N. SU.T FENCE TALL i!E INSTALII:D ALONG AND WI1NN RKifT-OF-WAY LBIE (T2 FT AWAY FROM EDGE OF RWQWA~EINB1i~RF1Y 60 f FROM THE WCE OF TF~~R Ml ANY O1HF7T 9NAlIONS WILL BE APPROVED DY 11E ENGNEFR e. ~ TM jai w~u 8E ACK DFR.IFD WT1H TOPSON. FROM ~ 11Yc TRENCH. g. EXCESS MATEPoAL WU. DE REMOVED FROM THE WETLAND AND PIAtDD ON UPIAND AREAS piMEDIATF].Y IRON COYPlE11GN GF CONSDTUCDON. 1D. EYPOSEO SLOPES OF SiRFaW BANKS TNLL ~TMRMEaTAT~U.Y UPON TtE1R ONIgINA1 CONTOURS AND STAOR7ZED COMPLETION OF CONSTRUCTIt1N. IT ANY TENPpSARY FILLS MUST DE Rf3i0W:D N 7HpR EN11RElY AAU THE AFFECTED AREAS RENRNED TO THEIR PRE-E>JS11NC ~_ CONDI110N. AREA YAII DE RE-SEEDEO'MIH NATIVE CRASS T2 ANY gSTURBFD gICUID BE REMOVED ONTROL FENCE ~. SEEDS, AND SEDWEHT C UPON CpITPIf1Y0N CONSTRUCOON ~EgATELY. INS ~ TELEPHONE FACN.IIIE ~I T ~ 17, WrEN COIISIRUCIRVG NI d1Y LOBTS, ALL ROADWAY INIA 5 OR DROP WIET ON ROADWAY E JACKS N~ TY OF G SUCH AS INlE1S NEAR g1R8 WHCH ARE LOCATED IN THE R.O.W., SHILL RE pROTECIW T FlLTERS THESE RUEAS'Mli ~ WITH TYPICAL WIET SEOWIEN REMOVED IWiFDUTELY UPON COYPLE110N OF (pNSTRUCIKIN. 14. All rABtE MARKERS N 8E RACED AS FAR BACK TO R.O.W. Exchangr" ~E A5 P0556LF. 15. ALL HARD SURFACE TNDRgIGNFPRES TO BE OREC110NAL LHNNMIY 5 FT BEL ~I~; EIORFA YRAMUM 36 INGITST ~ CROSSED. OM EOCE OF PAVEMEN Phone: FR ALL HARD SURFACE DRIVEWAYS {O DE OUTECDONAL DfnUED. 16. Auttarizatlon: E>ra ~ °F -~ MAP SHOWING BOUNDARY SURVEY OF Ti-IE EAST ONE HALF OF A PART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2_ SOU~i~H, RANGE 29 EPST, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NOR~F1 LINE OF C;ASTRO 1'. FEF~RER GRANT SHOWN IN PLAT RECORDED IN PLAT BOOK 8, PAGE 4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, WITH THE EAST LINE OF LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, AND RUNNING THEP~CE NORTH ALONG SAID EAST LINE GOVERNMENT LOT 3, 167.2 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING OF THE LOTS HEREBY CONVEYED; RUNNING THENCE WEST 50 FEET; THENCE NORTH 115 FEET TO THE S~~UTH LINE OF A 30 FOGT F~OAD; THENCE EAST ALONG SOUTH LINE OF SAID FOOT ROAD, 100 FEET; THENCE SOUTH 115 FEET; THENCE WEST 50 FEET TO THE POINT OF BEGINNING OE THE LOT HEREBY CONVEYED AND BEING ALSO KNOWN AS LOTS 17 AND 18 OF BLOCK. 16 OF DONNER'S SAD ACCORDING TO SURVEY OF I. R. WELLINGTON, SURVE`(OR (UNRECORDED PLAT). CERTIFIED T0: SWM BUILDERS. ARDELLA ROAD <.~o' R; w~ EAST loo.oo' (R) NAIL & UISK ) 1/2., 386.80' (R) ~ LB 4921 <j0, 00 ~ ~R/ LE3J 3672 LB 3672 389.47' (M) 1 1, (IN TREE ROOT) ~ 48.94' (M) 1~C,. 8`165' (M) ~~ 0.70' NORTN O LB 4921- 50.43' (M) NAIL & DISK ~R I 0.T _ L© 54 ~~S~C~ ~-~ (IN R008 OE ~ 36" P1NE TREE) N x ~ O NAIL & DISK ~ ~ x '"' LB 5488 c~ ,~ ~ IN 36" PINE ELEV - 15.25 - x NGVD '29 6.1' ~ 25.3' 18.6' ' b 17.8' I I M 1.0' CONC. '~ FOUNDATION °? F.F. ELEV. 13.9' x v w 1.0" ~ ~ ~n x "~ ~ 'J' w v w x v ~ ~ ~~~ -~ J C I ~ M O (~ ~ rz_u G O ~~li ' ~ ~ ~ ~ `ti ~ ~ r x z r- U ' - ~ "ti o ~U ~ 6-1' 25.3' 18.6' J J - C] f ON C -- ------ x ~ ~ WEST 1~2 EAST 1 j 2 x A. K.. A. LOT 17 A.K.A. x II BLOCK 16 LOT 18 x -_ __ DONNER~S SUBDIVISION BLOCK 16 ,~ DONNER'S SUBDIV;SION x ~ POINT OF B~'GINNING ~ x ,ci c'~ x ON LINE ~-~. x 44.70' (M) -.--__.__..__ -__ I -__ ~~ ___ -__ __. Fl: 0.4-. -X-X- -- --~---~-x- ---~r---~ wESr so oo' R n.6' ,,, WEST 50.00' (R) ~ 4Y,4 C.M_ ( ) 3 4'" 1/ ~~• 'JG'~ ES: ? ~ W~PIPJ 49.99' ~AFI~ / LB 3672 (UNDER PINE 1 .) ELEVATIONS ARE BASED oN NGVD '29 z ;' S0. 00' ~R~ Ro~T) GOVERNMENT LO i 3 Ep,ST LINE OF - ~ ~ POINT OF GOVERNMENT I_OT 2 covERNMENT ~~C0~IMENCErYlENT - ---_ ___ LOT 3 -- - -- ___ NORTH LINE OF CASTRO Y FERRER GRANT- X-REFERENCE JOB JOB NO.: 54714. 54942 FLOOD ZONE "X° = AREAS DETERMINED TO BE OUTSIDE THE 0.2°l, ANNUAL CHANCE FLOOD PLAN /FLOOD ZONE "X (SHADED)" = AREAS OF 0.2% ANNUAL- CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS 1N.4N 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 7 SQUARE MALE; ANU AREAS PROTECTED BY i.EVEES FROM 1% ANNUAL CHANCE FLOOD. ~ U E Y O ~ C~C~Hn1L~G~1aLU MnOOSi"C~.~~ ~ S 1. ANGLES AS SHOWN ON THIS SURVEY. `~ 2. PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE X -AS ASSOCIATED SURWEYORS INC. BEST DETERMINED FROM FE M A FLOOD MAPS PANEL ND _ i DATED 04-17-1989. 0 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, w LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. / 3846 BLANOING BOULEVARD 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT '- ~ LOCATED BY THIS SURVEY. ~ ~ ~ JACKSONVILLE, FLORIDA 32?_10 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC ~ 904-771 -6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENT, TITLE `~ ~ ~ ~ COVENANTS, B.RL.'S, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. ~ v CERTIF!CAT't OF AUTHORIZATION N0. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. S J V ~a.v>.ia~ 6. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CER?IF-Y THIS SURVEY WAS DONE UNDER MY ~~~~~~pq~Q~~bgp~000G~1~ DIRECT SUPERVISION ANCJ MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND S RVEI'!NG PURSUANT TO CHAPTER O SET IRON PIPE OR RF_BAR P.C. =POINT OF CURVE COV'D =COVERED "ASSOC.SIJRVEY"' OR L.B.5488 P.T. =POINT OF TANGENCY E.B.=ELECTRIC BOX 6161 7- FLORIDA AQM TR IVF_ DE, HAFT 472, F.S. ~ FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ^ FOUND CONCRETE MONUMENT (C.M.) P.C.C. =POINT OF COMPOUND CURVE BY'. _ X = CROSS CUT OR DRILL HOLE (C) = COMPUTED DATA R/W =RIGHT OF WAY CH I_ B. HATCH R FLORIDA CERT CATS NO. 3771 (R) =RECORD (M) = MEASURED CONC. =CONCRETE B.T. =BUILDING TIE R. =RADIUS L. = ARC LENGTH A\C =AIR CONDITIONER (ET.) = FAVE TIE CH RLES L. STARLING FLORIDA CE IFICATE N0. 4579 O.RB. =OFFICIAL RECORD BOOK ® =WATER METER ~,= UTILITY POLE RAYMOND J. SCHAEF FLORIDA CERTIFICATE N0. 6132 o.R.v. = oFFIaAI. RECORD '~/oLUME P.EQ. =POOL EQUIPMENT ~= GuY ANCHOR P.R.M. =PERMANENT REFERENCE MONUMENT -O.U.- =OVER HEAD UTILITIES CH =CHORD JOB N0. 55_2.33 DAIS ___07-24-2008 B.R.L. =BUILDING RESTRICTION LINE X-X CHAIN LINK FENCE BTN. =BETWEEN SCALE: 1' = 7.O' DRAFTER SS/JMH E.T. =ELECTRIC TRANSFORMER & PAD W-W WIRE FENCE -^-~-WOOD FENCE - J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY C & R = COVENANTS & RESTRICTIONS NI/lT \/nl Ifl IA/ITU(ll IT TI 1!- C~i~nin~-i ire ~~ ••~ ~-~-~ ~~ ~- ~~~~~~~~.~~~ .,I~~, II,~ ~/Rlvlly;-\~ RHl~ty ~t/~L yr v, rCUKiuH LII;ENSEU SURVEYOR AND MAPPER MAP SHOWING BOUNDARY SURVEY OF THE EAST ONE HALF OF A PART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 F_P,ST, DECRIBED AS FOLlOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF CASTRO Y. EERRER GRANT Sf~1uWN IN PLAT RECORDED IN PLAT BOOK 8, PAGE 4 OF THE PIJBIJC RECORDS OF DUVAL COUNTY, WITH THE EAST LINE OE LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGF_ 2J EAST, AND RUNT`JING THENCE NORTH ALONG SAID EAST LINE GOVERNMENT LOT 3, 167.2 EEFT TO A POINT, WHICH IS THE POINT OF BEGINNING OE THE LOTS HEREBY CONVEYEC); Rl1NNING THEPJCE WEST 50 FEET; THENCE NORTH 115 FEET TO THE SOU>-H LINE OF A 30 FOOT ROAD; THENCE EAST ALONG SOUTH LINE OF SAID FOOT ROAD, 100 FEET; THENCE SOUTH 115 FEET; THENCE WEST 50 FEET TO THE POINT OF BEGINNING OF it-;E LOT HF_REBY GGNVEYED AND BEING ALSO KNOWN AS LOTS 17 AND 18 OF BLOCK 76 OF DONNER'S SAD ACCORDING TO SURVEY OF 1. R. WELLINGTON, SURVEYOR (UNRECORDED PLAT). CERTIFIED T0: SWM BUILDERS. ARDELLA ROAD ~~~' R/iw) EAST 1oa.oo' (R) -NAIL & DISK ~ / ) 1/2" 1/'~" 386.80' (R) LB 4921 5,00 (R/ 1/2.. 85.65' (M) LB 3672 (iN TREE ROOT) LB 3672 389.47 (M) ~~ I.1'- 0.70' NORTH 48.94 ~ (M) 1 -- -, ~-~~ 1/2'~ ~ SQ00' (R) 9p t~'72° ~~ ~ 0.7' r ~ LB 4921 50.43` (M) NAIL & DISK ° x ~ TB 5488 ~~' C~~S-~~~ ~. (IN ROOT OE ~ X 36" PINE TREE) N N L~ 1~ ~ ~ 1Mly Q ~n ~ ~ x NAIL & DISK ~ Q LB 5488 N +~~ ~ IN 36" PINE - f_ `__ ELEV - 15.25 x NGVD '2B 6.1' 25.3' 18.6' 0 17.8 ri x 1.0' CONC. FOUNpAT!GN ~ F.E. ELEV: 13.9' x ~~ ~ w ~p U 1.0' ~ x ~ •- ~ w _ ~ w~ ¢ I ~ S ~U awN ~ x o ~ O ~~*ri c~ ~. -~ I ~ ~N~ ~ m Y Z II 1 ~ ~~~ ~ `- tl- ~ ~ Ul t,. q h } _ ~ ( X ~ ~- z ~ ~ ~ ~ I o .~ ~ i o 0 0 ~ 6.1' ---- 25.3' __ 18-6 J J m CONC. X ~ ~ WEST 1 ~2 ~- l z EAST 1 /? ,~ I A.K.A. ° I LOT 17 A.K.A. ~a II BLOCK 16 LOT 3 8 X - ~ DONNER'S SUBDIVISION BLOCK 16 ~i ~ DONNER'S SUBDIVISION X -~ PO~'4'T ©F BEGINNING ~~~ X ~~ 9 \ U4 chi X ~~ F~~- I 0.4' - ON LINE ~ ~ x 44 70' (M} ~X~X___- -- -- - --~r--~- X - ~ _ ~ _--~,----~ wEST so.oo' (R) 0-6' 1 z WEST 50.00' (R) ~ 4X4 C.M. 3/4 LB 3672 NO1 r=S: s -- w/PIN 4.a,gg' (na) (uraDER PINE 1 . ELEVATIONS ARE BASED CAN NGVD '29 ~ `~' RooT) ~ ~~ ~o.oo (R1 GOVERNMENT LGT 3 EAST LINE OF -' ~ ~~QINF QF GOVE:RNMENT LOT 2 covERNMENT %~COrYI~IENCFMENT -- _-- LoT 3 ~ -- -- -. ___ _ NORTH LINE GF CASTRO Y FERRER GRANT - X-REFERENCE JOB JOB NO.: 54714. 54942 _ r _-- ---- FLOOD ZONE "X" AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAN /FLOOD ZONE "X (SH P.DED}" =AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE WI TN AVERAGE DEPTHS OE LESS THAN i FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 7% ANNUAL CHANCE FLOOD. ~~ E Y O C~~NIC~G~G~LL GJO'ITC~g~ R '~ 1 ANGLES AS SHOWN UN THIS SURVEY. v 2 PROPERTY SHOWN HEREON LIES WITHIN I f..00D ZONE X AS ~' ~ ~~~~~~~~~ ~~~~~~~~~ (~~~ BEST DETERMINED FROM F.F.M. A. FLOOD MAPS PANEL NQ__? DATED 04-t7-1989. 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, ~ /// ~~ LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. w ~`~~ 4. JUR{SDICTIONAL ANDjOR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NDT ,- ~ ~' I ~ 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. ~c ~ JACKSONVILLE, FL_CTRIDA 32210 5. Th-IIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC ~ 904-771 -6468 RECORDS WERE NOT SEARCHED B'Y THIS SURVEYOR FOR EASEMENT, TITLE `~ COVENAM-S, B.RL'S, RESTRICTIONS, CLC>SURES, TAKINGS OR ORDINANCES, ETC. ~ O S S V CERTIFICATE OF AUTHORIZATION N0. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SUF'VEY WAS DONE UNDER MY ~~~~~~©~~QQ~~dO~~~Q~uc~ DIRECT SUPERVISION A(~D tv4EETS T,HE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. =POINT OF CURVE COV'D =COVERED STANDARDS FOR LAND ~ ~JRVEYING PURSUANT TO CHAPTER "ASSOC.SLiRVEY" OR LB.5488 P.T. = POYNT OF TANGENCY E.B.=ELECTRIC BOX 61617- FLORIDA ADM ~TR IVE `~ DE, RAPT 472, F.S. ~ FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ^ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: _ X =CROSS CUT OR DRILL HOLE (C) =COMPUTED DATA R/W =RIGHT OF WAY (R) =RECORD (M) = MEASURED CONC. =CONCRETE B.T. = BUILDING TIE CH L B. HATCH R 'r ~ORIDA CERT GATE NO. 377'1 R. =RADIUS L. = ARC LENGTH A\C =AIR CONDITIONER (E_T.) = SAVE TIE CH RLES L. STARLING FLORIDA CE IFIC,ATE NO. 4579 O.R.B. =OFFICIAL RECORD BOOK ® = WATER METER ~-a,= UTILITY POLE RAYMOND J. SCHAEFv FLORIDA CEP.T{FICATE N0. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT ~= GLIY ANCHOR P.R.M. =PERMANENT REFERENCE MONUMENT -O.U.- =OVER HEAD UTILITIES CH =CHORD JOB NO. 55233 DATE _07-24-2008 B.R.L. =BUILDING RESTRICT40N LINE X-X CHAIN LINK FENCE BTN. =BETWEEN E.T. =ELECTRIC TRANSFORMER & PAD W-W WIRE FENCE -~-~-WOOD FENCE SCA1_E: 1 " _ ?_O~ DRAFTER SS JMH J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY C & R = COVENANTS & RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL Ob A F LOKfUA uCENStu 5urtvtYUK HNU MHrrtK MAP SHOWING BOUNDARY SURVEY OF THE EAST ONE HALF OF A PART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSEC TfOf~J OF THE NORTH LINE OF CASTRO 1'. FERRER GRANT SHOWN IN PLAT RECORDED IN PLAT BOOK 8, PAGE 4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, WITH THE FAST LINE OF~ LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 FAST, AND RUNNING THENCE NORTH ALONG SAID EAST LINE GOVERNMENT LOT 3, 167.2 FEET TC A POINT, WHICH IS THE POINT OF BEGINNING OF THE LOTS HEREBY CONVEYED; RUNNING THENCE WEST 50 FEET; THENCE NORTH i 15 FEET TO THE. SOU IH LINE OF A 30 FOOT ROAD; THENCE EAST Al_ONG SOUTH LINE OF SAID FOOT ROAD, 100 FEET; THENCE SOUTH 115 FEET; THENCE WEST 50 FEET TO THE POINT OF BEGINNING OF THE LOT HEREBY CONVEYED AND BEING ALSO KNOWN AS LOTS 17 AND 18 OF BLOCK 16 OF DONNER'S S/D ACCORDING TO SURVEY OF L F~Z. WELLINGTON, SURVEYOR (UNRECORDED PLAT). CERTIFIED T0: SWM BUILDERS. ARDELLA ROAD ~~~' ,Q,~w~ EAST 1oa.oo' (R) NAIL & DISK ~ / ) 1/~" 1/2° 386.80' (R) ~ LB 492t 51J,OQ (Rl 1/2° 85.65' (M) LB 3672 LB 3672 389 47' M` (IN TREE ROOT) ( i 1 1' o.~o' NoRTH 48.94' (.M) --s-__ -- _-~-~-~ ~ ~-1/2" 50.00' (R) 90'~s~z.. oa o. ~' LB 4921 50.43' (M) NAIL & DISK a~ LB 5488 ~°j ~Q`~~ ~~ (IN ROOT OF - C ' 36" PINE TREE} "~ X - ~~' ~~~~r~"i~f tv Q~n~ `~' N NAIL & DISK ° x ~ g LB 5488 N IN 36" PINE ELEV - 15.25 x I NGVD '29 Ei.l' - 25.3'------- 18.6' ~' ' I b 17.8' __ x 1 0' CONC. FOUNDATION I °? F.E. ELEV: 13.9' x w 1.0' ,~ -~ ~ ~ w ' In ~ o -~ ~~ ~~~ `; QW~ x ~ ~ ~ Mi _ ~ ~„~ m r z 11 ~ ~ ~ w ~ ~ ~ ~ ~ ~ ~ ~~ 0 ~D ~ Q ~ ~ X x ~ C~ > ~T ~ ~ ~ ~ ~ Y 7 O 6.1' 25.3' 18.6' ~' J .J _- - _ m CONC. ~ NJE`;T 1 ~2 ° EAST 1/2. x A.K.A. ~i ~ I_OT 17 A.K.A_ x II BLOCK 16 LOT 18 - DONNER'S SUBDIVISION BLOCK 16 ~ ~ DONNER'S SUBDIVISION POINT OF x x ~ BEGINNING \ ~L X90. ~ ~?~ x I ~0-~ ~i: - 0.4' I ON LINE ____ __ _X_X x 44.n0' (M) _- I -I~-_ jE-- X -. ~r--_--~ WEST 50.00' (R) ~ 4X4 C.M. WEST 50.00' (R) 0.6 3/4„ 1/2 NOTES_ s ~- W/PIN ¢~.gg' (M) (UNDER PINE LB 3672 1 .) ELEVATIONS ARE BASED ON NGVD '29 ° N 50.00' ~H~ RooT} z ~ GOVERNMENT LOF 3 EAST LINE OF -- ~ POINT OF GOVERNMENT I.OT 2 GoVERfJMENT %CO~IIMENC,EMENT -- __ LOT 3 -- __ _ NORTH LINE OF CASTRO Y FERRER GF:ANT -. X-REFERENCE JOB JOB NO.: 54714, 54942 -- -- --- FLOOD ZONE "X"' = AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAN /FLOOD ZONE "X (SHA.DED)" = AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE AND AREAS PR CHANCE FLOOD. J E ~! ~ ~~ ~%~~'~ DATED 04 X17-1989 a A SSOClATED SURVEYORS INC. GRGDND FGGTINCS, // / LAND & ENGINEERING SURVEYS w / EAS IF ANY, NOT t- 3846 BLANDING BOULEVARD ~ ~ ~ JACKSONVILLE, FLORIDA 32210 HED. THE PUBLIC ~ 904 -771 -6468 EASEMENT, TITLE G `~ ORDINANCES, ETC. G S s V CERTIFICATE OF AUTHORIZATION N0. LB 0005488 ER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SIJRVE'Y WAS DOI4E UfJDER M'Y ~C~~C~G~~O~[3C3G~LMVG~~VOG~~ DIRECT SUPERVISION AND ~AEETS THE MINIMUM TFCHNICA'L O SET IRON PIPE OR REBAR P C. =POINT OF CURVE COV'D =COVERED STANDARDS FOR LAND S II~VEYI"JG PURSUAM TO CHAPTER "ASSOC.SIJRVEY" OR L.B.5488 P.T. =POINT OF TANGENCY E.B.=ELECTRIC BOX 61G'~7- FLORIDA ADM QTR IVE 'DE, HAPT 472, F.S. ~ FOUND IRON PIN OR PIPE (IP) P.R.C. =POINT OF REVERSE CURVE ^ FUUND CONCRETE MONUMENT (C.M_) ~ P.C.C. =POINT OF COMPOUND CURVE BY: _~ X -- CROSS CUT OR DRILL HOLE (I-) =COMPUTED DATA R/W =RIGHT OF WAY CHf L B. HATCH R FI_r~RIDA CERT CATS N0. 377 1 (R) =RECORD (M) = MEASURED AOC~= AIR oONDITIUNERB(E T.fBUILDIAVE TIIE R. =RADIUS L = ARC LENGTH ~ CH RLES L. STARLING FLORIDA CE IFICATE NO. 4579 O.R.B. = GFFICIAL RECORD BOOK ® =WATER METER ~,- UTILIT'f POLE RAYMOND J. SCHAEF ~, FLORIDA CERTIFICATE N0. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EO. =POOL EQUIPMENT -~= GUY ANCHOR P.R.M. =PERMANENT REFERENCE MONUMENT -O.U.- =OVER HEAD UTILITIES CH =CHORD JOB N0. _55233 DATE 07-24-2008 B.R.L. =BUILDING RESTRICTION t_INE X-X CHAIN LINK FENCE 87TI. =BETWEEN E.T. =ELECTRIC TRANSFORMER & PAD W-W WIRE FENCE -~-~-WOOD FENCE SCALE: 1 " = 20' DRAFTER SS JMH J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY C & R = COVENANTS & RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER ~__ III. I I ~+I I f~ r ~, 4'=~ " ~;~;I ~ `,'t~l X1.1? I., i j ~, i l; ~ i '~- I I~.IIJ I :'. I I_IV~iI i,:I Ilf:, ", `I I i H: I~~'r I~I F :_" I I ,`,'.~1~ ~; I , I ~ ~ I~ i~l it _C.. 'I, ~j.- -III. ~ I ..'I iit_ ~* I. i1.. F I:I'! i- I'.~.fll ~f-ll'~',r'I ! '. i I ~ F _:F; 'I.L~' IFI I _, ~ ~ - ~ 'F i' _ I ',_I I I-1 ,~~ 1 i ll I +~~ II I!! f I IJ'1111 I II I~ ~I I ! If I' I I I ~ ~ I i ' ~ f 'll~ll II'~, ~)~ ll~, I; fl_=1_ _ ~ '':.I, i!C~ I II II III II 1111 F {Jl h !il ;~I I''fd~; %,I[I E~'.',l i III (i`,f I iIP:1[-lii LOT 1__r 'I_ ~!f,I `w!Ilt"'FI I_, illE F''.)li•ii 01 '(;;II1!IIPIC, ~If TI If 11)1'. Fll.1=;f1~t .:[II~I~IL"~.L!, Rlllff~!I{~~I'- IIICI~Ita~ ,,,_, I ~, ~ - ~_ 1 1 i~ ~ I I, i I iI I! ~ ~` I I If IC i t J Ih ~ _ fl ~II nil f rIi'~.I,. ,`ICfI~ I FlJ~ I ;L{_I1 illll f ~ 1'.~' '1- IHFI I vl I t II {CE I, I Iti~l t ~,lt` I .`I'~ ! !_1 I' I~Ir I~~nIII IIf LEI II II IIII[:~ i1 ~.. , , I! 1 I,I~ I ~ ~,, .; ~ _ 1 .~IIJ I ~' ~ , ~'~fll' I ,~ E 1 ~I''.-1<. II; i Jr ~ =I11~IE1 _ -,'~) ,I, I;; IL ~ I ,,f. ~ UI~ i t}!f ! I I.~1i II. '_~lil; ,'~ I~ i;~ 1111.{Izi. II-'III I.1 f'I_; Ii i~~i~:I,2T~zrv zo: stirni ~t}zLfl~IZS. I, h1 `\~ i1 ~~ i ~~ ~ ' \ i _I I (1_I +9r~ 8n' (12j ~39 ~!' (M} ~- ~~ 9:'i ~ I CL f I ter,<~l I~;D-Ot)' lF~;~ r ,l~_ ~. ulsh I ~ ~~~~'' <50 0%J' ~h') ~ `O ~h) (R1 ;~ UFO ~ _ 0.-I IFgI III ?~ [ISI< ,~~II ~~ -_ ~ n1~ I ~,-:, ,,1 .- ~ I~,~,.IE ~ rll~h U LB ~ 18d ~ IU ,6 FINE i':.!1 1 LL ` '5~~~ I- `. ~ I f <: ~c c. ~: ~ ~: z r `~, t . r; !" Q; \. _ ~`~ ~t. V I. -i 1~ 7 ~.y ..._ ~1 ~~ i I o', ?I_,rlc. Enl RJDA TION c F ( _ ELF V_ l 3 9 L O, ~~l i ~ ,,,., I l6 „b?' ~~,_.._-.___..--Q -0 7'~ ~~ ~~ ~~ ~:: c~,~ i 17.8• .~~ ~ ,y, r ~.. rl F I' 18-F• _' ~ .~ l-`~.. I~ . ~~.. ~ O 1 ~ I.'I_ I~ i!_ I. 1 ij ~,~ihJl`IE r ''_ ~_ I_i~.,Lll{,'I`,IOP~I f POI_~1 Y' ~~f' ~ L1FG"L ~ '1 I l'(~ t ~.CI ~ 1 t~ E'~ I~Il~li 1 F, '~IP1i~ILF''`. _;UI L~I`:~I`_,IQP .,, ~ '.J C'J ~ ;.~, H, iSl °t ~,~ r;; h F.. ~. ~~ n, W ~_. _:: V7 ^J yl~,~ O. U- ~'~ CC p ~ r ~„ Vl ~ Z ,;, ,. "a ilrl~ '' -~ . ila> x - ~ ___-~ - - . _ ~_._ ~ 'NEST ;il.?+rj' (f~} - 1 d ~;.1,d_ JJE;I 5f'.fln' (~) O.h` r ~ ~ ,, ~ {III~IDEI-. PIIdL n _ /) ) _'. I_IrI ~~, SFr I Fi ~A ~[-[! Ilf`I I~t-..F'[I '•F,~) ci ~~~ <~)~~. ~L/ ~ ~~~! RE~(il) / // ) i, ~~O~~tRI•d t.1(fll {ijl .. i A`,l IIPIE !.~I l~~1 I11~~T ~~LG~.I' (~1!V't h-hIA1El'iT IQi C rl! ~h'Idh~ILl-II 't. C). i111IL~11'(L.1'1_~~,'~'I --- of 3 ' _ __.-~ -._._ 1dOFiTli I_R~1f- (;1 ~ V'.,1'h1J i IE4'.FEF? i_kPfJi ~_. _. II,:F JCJh )~1[~ i~10.: ~-; ' 1 =1, ~~}; 4~r' --- r, _ - - ~ ~ --- . ~~..... _ ___._-- ___ ': rl A~. I(lER!,IINEII In BE Ou ISIUE IHE ~.?o ANIVU AL CIIAN~E FLiIOf~ F'L11d / FLi0.~U 1tiNF ';t iSFIAGEU) AREA OF (~ °~ FlNNUAI_ Glit ldCE rLOi>U, AREAS ~~F 1 2 -..I. IiIIH y~ER ~'~E UEPIF. U.- EFTS THAN I ~CJI QR Yltl Ff DI'AII I:,tE +I:[A~ Lt. S }i tAtd 1 ;UU.cI~E INII C; AFIp AREA. I'R~~ll 1'l EU Gr LCV~E E_, I{<UI~1 i.e khllJl_iAL CHANCE FLOOL? / II fv~~ I r~~. iI II 11 `'~ '' I' "9i. ,1` I- i I~ I I -1 III)1vl'd 11 Iill`. IIi .~ 1 /. I _'. h l II f I~11 ~IICIWi Ilf I:[ufd Llt :?, Vvl Illlr~l I i I~ I ids ' ~~ ~~~~I~T~~j ~~~~~ 6 ~~ ~~~. ~~E ,! [IEl[kR,111~N l) F}~ntih f.F-M A Il(li~fl ~41~C I AIP L NU i _[? a~ llil'+- 1 t J~ ,~~ 1 hd a~ 1111 , I !I, 'III~i ~ACI I~ ;VCt nfJl-i, II C "fiilF il[~ IiII l ~~I I_t1111 i Ii~IIPI(S_, ~ ~~__ ~ ~ ~ LAND ~x LDlGIf~fEERIMG SURVEYS tlf } rll dill III' II~ A. II I tIi Ilf r „~;!111I~ ' I-,)IIIFI 1I'~I I ,',fJll ~I~' If 11.)IV IJI"!} ~I!`~illeL AY1'1> IF li1J1 II_)T `~( JiIf Vii';111 t r, <[, I II tl LI 1 I `.I I( ~I r. ~l,.,I - F l 8A f {I J ~' i _ t llf1 =.'11) ~~ iF{I lJi-,C'I I ?N I { l~~"-~L. CIS I I?lf 11( I1:~ l llfI115HI Cl fV1E Nllt'LiC ~ '+I I~ f- F I I I~ I,T( (~f I'It 1 f t A' I I( I) r 1 1111 ~ I IE V 171 II ~ I - I ~ _ I ~J, 11L1 f ~I ILL ) (llvtiJ~l'Il_ 1311 I F;Ii it tIY1nJ_ i L I II(~~ 1 ~P;I(II 1~' 11 i It~1.4NC~ L1(;_ ~~~~ C.FRTIFIC~lr_ JF P,t~TH!?fl_ All'J11 'Jr._ LE (n1~`.rl';'' !Fit l:f CC-lJl lr f=~E I 'HCl: 1.1! I lERS- tll kf_t,tJf,i` I~i~ f ~1FFC~ T 11115 f'~,Y?i;EL. ""`~ (~ UIII f `~`~ tITIIEI~W151 ;TAiF.D All. 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I. t ~F ~i I ~t ~~11 1 ', 1 >> 11~ E +If ff lA( I;C(I I{ }~:'; L111~11E f[ 71 i . ~ r/~Ih111~ E~(11111 LiClll r ~ Ih~iJl II UIiI ll.t I 1 I !! I I_ ~ -, Ik'~~ 111111.1 I LtCClll = 1C E; -V1-~I ~~; ELI_FJU.a ~CI,TI~ III, I[- h, I I I --~---^- -~^+~--- ~_.~,~~a~ ~- { J;.b f I I?i:".TI1L111 fYLFI f f NI.E 4.1(lf Ilpgf I'Ji 11 tl.-- = IIVFk UFAfI IJlil_Illr ~ Cf1 i H~)RD -% -~ I~ip, I i _ I I -i I ili;? ( i~ I LI III. f u(11 r,'[ I I- I l ICu I I IPdf. 1 U ,R~I I Ifll i I IIt C P! I -- I f 11 f:I~I -"" --- ~~ - E_l_ ll CiIhIF ff Af! I Ilf hIFF C E4D ' I ~ 'rvII.L rEP1 c Ll [1 +VUQI) I L(JGE ' I = U LIF' I I(_.4' ,_ )I~il I F_A JAI'kS01JVIILE EIfI,IRl1' t.UIllUkITY I f-: ~_i~Vial'fdl:, ~~c RCIRIi Tl_NJ`~• -~LIL~ 1'VITHOIJT THE tilLl~dr';IUf?E ,~;f~lD (f-JI ~fIGiiI~.L I?A,ISED SEAL OF H rLOf~IC1A LIhEhJSCD SI_IkVI~~'(i~f' At~~ID P,1APPER ;w~"- MAP SHOWING BOUNDARY AND PARTIAL TOPOGRAPHIC SURVEY OF THE EAST ONE HALF OF A PART OF GOVERNMENT LOTS 2 AND 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF CASTRO Y. FERRER GRANT SHOWN IN PLAT RECORDED IN PLAT BOOK 8, PAGE 4, OF THE PUBLIC RECORDS OF DUVAL COUNTY, WITH THE EAST LINE OF LOT 3, SECTION 17, TOWNSHIP 2 SOUTH, RANGE 29 EAST, AND RUNNING THENCE NORTH ALONG SAID EAST LINE GOVERNMENT LOT 3, 167.2 FEET TO A POINT, WHICH IS THE POINT OF BEGINNING OF THE LOTS HEREBY CONVEYED; RUNNING THENCE WEST 50 FEET; THENCE NORTH 115 FEET TO THE SOUTH LINE OF A 30 FOOT ROAD; THENCE EAST ALONG SOUTH LINE OF SAID ROAD, 100 FEET; THENCE SOUTH 115 FEET; THENCE WEST 50 FEET TO THE POINT OF BEGINNING OF THE LOT HEREBY CONVEYED AND BEING ALSO KNOWN AS LOTS 17 AND 18 OF BLOCK 16 OF DONNER'S S/D ACCORDING TO SURVEY OF I. R. WELLINGTON, SURVEYOR (UNRECORDED PLAT). CERTIFIED T0: 80 ARDELLA, L.L.C. ARDELLA ROA0~30' R/W~ 50. 00 ~ (R) EDGE OF EAST 100.00' (R) 48.94' ~M~ PAVEMENT 1/2" NAIL do DI 386.80' (R) LB 4921 SEWER; o' W.V 1/2" LB 3672 389.47' (M) 1.1, (IN TREE R00T) AVALVE ~ 1/2" 65.65' (M) LB 3672 t 0.70' N 1/2" I 50.00' (R) 907.1 ® <'_ `v LB 4921 I 50.43' (M) NAIL & DISK ~: s LB 5488 M a, ~14~ (IN [200T OF `v: a ~ I I 2M ILq~/7p, ~y/ 36' PINE TREE) ~ 1611CI~If71MNW~W d ~~: ! ~ . CONC. n iv, NAIL & DISK ° <d 2.2' ,°~ LB 5488 N BRICK ' I IN 36' PINE & CONC. "' . .a : ELEV - 15.25 ,~i NGVD '29 6.1' 25.6' 1.8.6' ' I ° 17.8' 1 STORY FRAME 1.0' RESIDENCE ~ ~ NO. 80 Y F.F. ELEV: 13.9' U N O I ~o ~ ' 1.0' (V m m ~ z H- ~ ~ <WN (n H (n ~' O ~ ~ n ~- ^~ Q O M °° N O m i.. ° ~ Q ^ N Q O ~ ^ ~ Q7 ~ N l~ co Y ui ~ ~ Q ~ ~ ~ O ~ S ~U ~ ~ =o J O O 6.1' 25.5' 18.6' N 0] ~ I CONC.. ~'CONC ~~ APPROX. p WEST 1 /2 TOP OF SLOPE Z ~- -- -(12.9 _ ~-~ o A.K.A. ~2.8) RETENTION (12~ \ N ( LOT 17 'APPROX. AREA II BLOCK 16 I SLOPEF 11.5) (11~ (11 DONNER'S SUBDIVISION \ I~ 11.5) (11.4) \ (11.9 POINT OF c12.7) 114) (11.3 ~ I BEGINNING Ii 1.5) ~1 ~_ 11.3 / try. ,2.D>_ c,,.y ------~ - (. 802041" 0.T ON LINE 89•3g'02" 44.70' M ---~--jF--X -X-X X-X- ( ) WEST 50.00' (R) 4X4 C.M. WEST 50.00' (R) 0.6' 1 3/4" W/PIN 3/4" /2" NOTES: 0.53' S 49.99 ~M~ (UNDER PINE LB 3672 1.) ELEVATIONS ARE BASED ON NGVD '29 ~ N 50.00 ~ (It') ROOT) GOVERNMENT LOT 3 EAST LINE OF Z ~ POINT OF GOVERNMENT LOT 2 GOVERNMENT C016I1~IENCEI~ENT -- LOT 3 -- -_ NORTH LINE OF CASTRO Y FERRER GRANT X-REFERENCE JOB JOB NO.: 54714 54942. 55233 -- _ FLOOD 20NE "X" =AREAS DETERMINED TO BE OUTSIDE THE 0.2X ANNUAL CHANCE F100D PLAN / FL000 ZONE "X (SHADED)" =AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM iX ANNUAL CHANCE FLOOD. Ez v E Y p R GE~EIRA~. Qd®11'IE~~ J S 1. ANGLES AS SHOWN ON THIS SURVEY. ~ 2. STRUCTURE N0. 80 SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. 1 DATED 04-17-1989. SSOCIATED SURVEYORS INC. 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, ~ LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4. JURISDICTIONAL AND OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT 3846 BIANDING BOULEVARD LOCATED BY THIS SUR Y. ~ S ~ JACKSONVILLE, FLORIDA 32210 5. THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC ~ 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENT, TITLE JO S S b ~ CER"IIrTCATE OF AUTHORIZATION N0. LB 0005488 COVENANTS, B.R.L.'S, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6. UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY Ti-ilS SURVEY WAS DONE UNDER MY DIRECT SUPEP.VISfON AND MEETS THE MINIMUM TECHNICAL ~~~~~®/df~f~li$fEV/Id1Tt®PBS STANDARD FOR LAND URV ING PURSUANT TO CHAPTER o SET IRON PIPE OR REBAR P.C. =POINT OF CURVE COV'D =COVERED "ASSOC.SURVEY" OR L.6.5488 P•T. =POINT OF TANGENCY E.B.=ELECTRIC BOX 61G17- FLORIDA AD IST T!VE CODE CHAP R 472, F.S. • FOUND IRON PIN OR PIPE (IP P.R.C. =POINT OF REVERSE CURVE ^ FOUND CONCRETE MONUMENT (C.M.3 P.C.C. =POINT OF COMPOUND CURVE BY: X =CROSS CUT OR DRILL HOLE (C) =COMPUTED DATA R/W =RIGHT OF WAY (R) =RECORD (M) =MEASURED CONC. =CONCRETE B.T. = BUILDING TIE CH L B. HATC Ft_ORIDA CE FICATE N0. 3771 A C =AIR CONDITIONER (E.T.) = EAVE TIE CH RLES L. STARLIPJ FLORIDA C TI FICATE N0. 4579 O.R.B.~OFFICIAL RECORD BOOKGTH ® =WATER METER ~= UTILITY POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE N0. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT -~= GUY ANCHOR P.R.M. =PERMANENT REFERENCE MONUMENT -O.U.- =OVER HEAD UTILITIES CH =CHORD JOB N0. 56539 DATE 07-01 -2009 B.R.L. =BUILDING RESTRICTION LINE X-X CHAIN LINK FENCE BTN. =BETWEEN SCALE: 1" = 20' DRAFTER SS JMH E.T. =ELECTRIC TRANSFORMER & PAD W-W WIRE FENCE -O-D-WOOD FENCE / J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY C & R =COVENANTS & RESTRICTIONS IVV I VHLIU wl I r1w I I r•It JIGNAI UKt AND I tit UKIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER