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Permit 1759 Ocean Grove Dr (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1 j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001338 Date 10/03/08 Property Address . . . . . . 1759 OCEAN GROVE DR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 40000 ---------------------------------------------------------------------------- Application desc REMODEL PORCH ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PELKEY BLDRS . NEW FORMATION INC P.O.BOX 72 1716 HARPER ST ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32204 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . REMODEL PORCH-NO SF ADDED Permit Fee . . . . 230 . 00 Plan Check Fee 115 . 00 Issue Date . . . . Valuation . . . . 40000 Expiration Date . . 4/01/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ---------------------------------------------------------------------------- Fee summary Charged Paid ' Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 230 . 00 230 . 00 . 00 . 00 Plan Check Total 115 . 00 115 . 00 . 00 . 00 Grand Total 345 . 00 345 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department) 800 Seminole Road �33� s� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 'f � 3�r E-mail: building-dept@coab.us Date routed: 9 7 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM / 7'1 e�� /I De ment review required Yes No Property Address: f 9l'd Vt Applicant: 109 f e!'/n&47M anning &Zo ' Pd Public Works ,.. , Public Utilities .. .. . . , . ... . . ._. ,.,. Project �i/1irx� L. Q�(�,11F Public Safety �✓� S� z4b��9 Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL CATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) ommens: CtJ�Pp1 Jc00 � /?ecdS 7t, olraw 41,e to ca4tar, S- off`:,:._ _BUILDING �vh,�$��r Por �a le4 4�Aaf are cz� j0(o Sj4-4 j 40 'C-i -A(ti PLANNING &ZONING t� e h�rha�e�,,�,� Plate; F,l e Co Py ;FAeld cop,/ PUBLIC WORKS Reviewed by: Date: /G-d"O PUBLIC UTILITIES Second Review: DApproved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: ji VERMEY ARCHITECT 4fW,e, te,'/' Fall Residence 9/30/09 1759 Ocean Grove Atlantic Reach Florida, 3223 Bear Plan Review, `Phis letter is written to state the connectors to be used for the construction at 1758 Ocean Grove in Atlantic Beach Florida. Please find the detail I have provided below to further explain the connector types and locations. Please feel free to call me if you have any questions. Sincerely, AKVeerttney 5 : 5tMP5otJ HZ.SA, Architect tQ.I� tEre./ ��, 5 r tis . JAI ('� I'L`f) '51mrsoO LcxT3-�®52.•5 • f 2�Z�'!2. GaNtJr�t"t�t� @_HaUS£ (NoT SHAWN) Stt-IP05�04 L-06VO-Z. rL.*^5S '5KE PLANS Foto. ALL dTtt M'1Nt.,, t N Fc> Ai A2 -FMU�55 CONKr---c-no�4 Dt�E-r)4\1 L 420 South Third Street • Jacksonville Beach, Florida 32250 • Telephone(904)246-1150 Fax(904) 246-3104 CITY OF ATLANTIC BEACH Q 1 S' 1•, 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 08- v �- �• " OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US _�rila} BUILDING PERMIT APPLICATION DUVAL COUNTY t ..,.`...5. az . :;<, gumV 2 UALUA710N QF ,3�:i SQ FT,UNDER R00 i� , .. Jr� S Atlantic Beach, FL 32233 `� �Q V 3!15,,;-, .. ,'.M ` ;, t 57LAS5OF 1 ORo ,e S w;t> a<..,t `. „a 6 USEOV-8TRUCTI bRE Ay„,!!'!.1.: ❑NEW BUILDING ❑DEMOLITION 'RESIDENTIAL LOT_BLOCK SUB DIVISION gADDITION ❑CONVERTING USE ❑COMMERCIAL ``.ALTERATION ❑ACCESSORY BLDG. MAMR19KLRlRT f t; ❑REPAIR [IPOOL 1 SPA ❑YES WA ❑MOVE ❑OTHER ❑NO %ti wru k ,Rt V. s F..ROPERTY OWNER 4..� % n.:A:CO TRACTOR _.s :,u:.'.a...,: .:# �x��-* ,_.ARCHITEQU ENGWEER>...;.:,.Y ..r. .. 9.NAME: 15.COMPANY NAME: 23.COMPANY . 2^Q7 --4 AEW �;�WA- 6-vr�NCF1-4nMEcnn C -4 16.NAME: 24.LICENSEE NAME: ✓A I.c 0 eOrt- O LES -E Too - A't-Tt 10.ADDRESS: . 17.STATE OF LORIDA LI EN E NO.: Q 1 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.ADDRESS: 7:,-> (l ttp H,4k Z ST v L i2oq 7,� 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28,FAX NO.: 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: -65o?j 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: BAW159ArLLcRNA C e rteftl.rEt" cVW-,S LNP1(2 A6L,. Gown To �P@ ,~ DE 61 ems.CoP • FEE SIM LIT�TLEHOLDER rlw" , xs� My v v, �x ,. ..D ..0:._:. ANY.. r<'�asa;f'?x _ '` L;;:MORTGAG LENDER��;� BOM iNG C MPr t �, I�£tl.. ?.0 2i}„S., •..,{IF':OTHEFt THAN OWNER)7':.'` ..�::..r ,,.r:;•�.f. <::: I.,.:E;.. .. S �,F;� n. .r•,r.:.:r S. 4.. '.,.c.. 'i<:t?-5*,�;�,K.Y�.�S ,'-,e.. rv,:,pi...,c 11141111.-'.111 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 PROPER X. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ' N'fHE JOB SITE BEF Rt THE Q FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINS, CII(G,�QNSULT WITH LENDER OR AN ATTORNEY BEFORE RECORDING Y UR�NOTICE OF COMME TENT 'i',✓�O,NTRACTOR��k� - F n t f..:: a (IfA a{1f Fowerof At't; F y orA9ency Letter Regwred)-, ,: ,.. ' ,y:,..:. J.>„ ,:. ,. l Ei(Qua(Ifie[•<OnIY) ._r r fM1 s s J>... i H Signed: 0 Date: Signed l d i'� Date: g F^ Before me this (SCJ day of 15&97+, 2007 in the county of Befor me this��day of�SSPT�s1 BEk- ,2lr= W,h t�y� Q Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared a Q � 11 herin by himself/herself and affirms that all statements and declarations are er�h f rrr��■■■ssself/h r elf a a rm th t II a ments a *a r�aP true and accurate. 'r u ote. ►.�I Nota Public at Large,State of County of �u V��-' rybje,St L�� ounty Notary 9 ❑Personally Known •r--p ••� a � n° 4.'3_ ._T.:♦ /�1 a S_ (� I) �yroduced Identification- . _ W Notary Signature: Notary Signature: :i'PU'''•, KATHY L. ENGLAND °�. LL °�a� rotary Public State of Florida MY COMMISSION#D0748596 Tiffany August " ' EXPIRES January 14,2012 COAG FORM BLDG :¢/6)MbP0M 1ISSion DD801148 ,�`� Expires 06/2612012 (407)390-0153 Floridallota 3ervlce.00m ITW Building Components Group, Inc. 1950 Marley Drive Haines City,FL 33844 Page I of l Document ID:1TL5151-20422100407 Truss Fabricator: Manning Building Supply of Jacksonville, Inc. Job Identification: J-08-0329--Seth Meyer -Hall Resd -- 1759 Ocean Grove Atlantic Bch. , FL Truss Count: 1 Model Code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: FBC2004 Engineering Software: Alpine Software,Versions 8.05, 8.00. Structural Engineer of Record: Address: Minimum Design Loads: Roof 32.0 PSF @ 1.25 Duration llp Floor N/A Wind 120 MPH ASCE 7-02 -Open Notes: Seal Date:09/22/2008 MR 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 James F. Collins Jr. Florida License Number-52212 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses # Ref Description Drawing# Date 1 97672--J1 08266006 09[22/08 FILE COPY : , I IIIIIII VIII VIII IIl VIII VIII I'll III Oily PIK tY AK tU 'KL.1. (0f9NUItK iNFJ (LUAU' & UIMtNJ1UNJ) IN,ITS) MIK. !J 09 032.9 Seth Meyer, hall Resd 1759 Ocean Grove Atlantic Bch. , FL Ai) Top chord 2x4 SP #2 N 3 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SP #1 Dense Webs 2x4 SP #2 N Nailing Schedule: (0.131"x3" _Gun_nails) Top Chord: 1 Row @12.00" o.c. SPECIAL LOADS Bot Chord: 1 Row @12.00" o.c. - - - (LUMBER DUR.FA.C. 1.25 / PLATE DUR.FAC.-1.25) Webs : 1 Row @ 4" o.c. TC From 54 PLL at 2.00 to 54 PLL at 7.00 Repeat nailing as each layer is applied. Use equal spacing TC From 54 PLF at 7.00 to 54 PLF at 21.92 between rows and stagger nails in each row to avoid splitting. TC From 54 PLF at 21.92 to 54 PLF at 30.92 (1) 1/2" bolts MAY BE USED FOR (2) 0.131"x3" Gun nails ON BC From 4 PLL at 2.00 to 4 PLF at 0.00 THE BOTTOM CHORD ONLY. BC From 10 PLF at 0.00 to 10 PLF at 14.46 BC From 10 PLL at 14.46 to 10 PLF at 28.92 120 mph wind, 29.88 ft mean hgt, ASCE 7 02, OPEN bldg, Located BC From 4 PLF at 28.92 to 4 PLF at 30.92 anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind BC TC 299 LB Cone. Load at 7.06, 21.85 DL 3.0 psf. Iw 1.00 GCpi (+/-)=0.00 TC 154 LB Conc. Load at 9.06, 11.06, 13.06, 14.46, 15.85 17.85, 19.85 Wind reactions based on MWFRS pressures. BC 502 LB Conc. Load at 7.00, 21.92 BC 92 LB Conc. Load at 9.06, 11.06, 13.06, 14.46, 15.85 Roof overhang supports 2.00 psf soffit load. 17.85, 19.85 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CHORD SPACING(IN OC) SiART(FT) ENG!FI- BC 120 0.13 28.79 i 5X5= 3X5= 1.5X4111 3X5= 5X5= 3 2 0 14 i 11-4 3X5= 8X8_ 3X5= 3X6(Al) = 3X6(Al) L,20Oj L200_,j {, 7-0-0 ,{, 14-11-0 �{, 7-0-0 J 28-I1-0 Over 2 Supports _1 R-2709 U=1638 W=3" R=2709 U-1638 W 3" Design Crit: FBC2004k. PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 8.05.0 QTY 1 FL/-/3/-/-/R/- Scale =.25"/Ft. **WARNING** TRUSSES R1:OUIRF 11111"1 CARE IN IABRICAIION. IInND11NG. SHIPPING INSTnII TNG AND BRACING, T C LL 2 0.0 P S F R E F 8 1 5 1 97670 RFFFR ill Bf,SI (BIM DING COMPONF NT SAIFIV INF ORMAIION). PIIHL1SHfD HY IPI (IRUSS PI.ATE INS TOTE. III NORTH LFT TREET. SUITE 312. Alf%nNDRIA. Vn, 2231A) ANO WiCA (WOOD TROSS , UN f.IL nl AMERICA, 5300 ( (`1' (� ENTERPRISE LANE. MADISON. W1 53119) TOR 'All" IFAI ICES PRIOR TO PERFORMING 11111E FUNCIIONS. UNLESS ` Q' •* *•• ••�• �.(�� TC DL 7.0 PJf DATE 07/22/08 OIHERWIII INDICAIFD TDP CHORD SHALL HAVE PROPEP,LY AIIACIMP IIRUCINRAL PANELS ANO BOTTOM fIIORD SHALL IIAVI �Q.�� DATE A PROPERLY nnncHED RIr,ID [EunlG. ¢ BG DL 5.0 PSF DRW HcUSR151 08266007 ALPINE IMPORTANT**FURNISH A torr Ol TIES DESIGN TO THE INSTALLATION CONTRACTOR. FEW BCG. INC. SHALL NUT % 1f /` ALPINE BE RESPONSIBLE FnR nNV DLVIAlION FROM THIS DESIGN: ANY FAIL UNE IO BUILD TUE IRI IS IH COMFOR NIA NCF WI 111 ��: STATE �� BC LL 0.0 PSF HC-ENG SSB/DLO IPI: OR FADRICAIlNG. HANDLING, SIII PPING. INSTALLING IT BRACING Of 1R LIS I:S DESIGN CONFORMI WIT 11 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPF:. BY AF&PA) AND TPI. ITW BCC, *�*�*•• �. T 0 T L D 32.0 P S F 'IINNECIOR PL AIFI ARE MIDI. OF 1O/1B/1Rf,A (N,H/SSfK) AITM (,B GPADF All/.0 (N K/1,SI) "111' STlt1.. IPfV OR�O.• SEQN 54436 PI AFES TO EACH FnCF_ F 1RLISS AND UNI SS II IIF RWI SI C 1 Il ON FEE BFSIGN, PISIIIDN 11 DRAWINGS 1 E L I. 1 A'' ANY INIPFC 110N Of PI IFS IDI LOWED I1V (i) SIIAII PF PFR NNE% Al OF TPII2002 11 L_3. A SF AI ON THIS S � DUR FAC. 1 25 FROM JP ITW Building Components Group Inc. DRAWING INDJCA1FS . :EPIANCF OF PROFF ISIONAI FNGTNFERING PI SPONSIBII TTY STILFLY FOR TME TRUSS COMIONFNI IIDEnesl �I 3344 D(IIGN SHOWN. THE IUITABIL IT AND USE VF i11IS LOMPOTIFNT FOR ANY B ILDING IS THE RFSI'UNSIBILI I Y OF IIiE t.,..,; FAC, _°,,,78 It H81L P .'NER I ,I" t >�,. IL .' � ,.. _.. t",_ ; yep ..�..>' ..: i,IN , :4.0 JIB. „; 1TLt _Z04 . 129- -Set} Meyer Nall Resd — 1759 Ocean Grove Atlantic E3ch., FF A2} rd 2x4 SP #2 N 120 mph wind. 30.13 ft mean nz,_ jrd 2x4 SP X32 N anywhere in roof, CAT i1, EXP B, win,, ebs 2x4 SP )}2 N DL--3,0 psf. Iw-1.00 GCpi(i/-)=0.00 overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IFU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bottom chord checked for 10.00 psf non concurrent live load. CHORD SPACING(IIN OC) START(FT) END(FT) BC 56 0.13 28.79 Deflection meets L/240 live and L/180 total load. 5X8= 1.5X4111 5x8=- 1.5 X8=1.5 X 4 1.5 X 4 f � 3 2 6 1 4 11 4 3X5= 5X7 ;3X 3X5(A!) = 3X5(Al) �C2 0-a:� (E2 0-0_,j 10-11-0 (� 9-0-0 J 28-11-0 Over 2 Supports 8=1047 LI-594 14=3" R=1047 U=594 W=3" RL=106/-106 Design Crit: FBC2004 PLT TYP. Wave Cq RT=1.00(1.25)/100) 8,05. 0TY:1 FL/-/3 /-/R/- Scale =.25"/Ft, '*WARNING** tRli1<FS RLttU(R FTIn M1. f"RI, N FARRIi.1.014, HANii IN>, GHSP IN'.. INSTAI( N:AND PRA'.INL. (� /� /� �} [ REFER )I�CSi (BITIIUING C(MP NfNT SA('Elf INtiORt9AT N PtiliM t t BY 11'1 (TRUSS PLATF wIIAi11 ?1B TL LL 20.0 PSF RAF R151 - 97671 401111 IEE S 1111 SJ(T 11<" IC%ANURIA 1Ni>,4", ,"'ll IP.USC ONt TL OF MER,tY . 11(10 ^ \ {� ENSFRPPI f IANE.MppiS H WT 5.119) FCA{pfLiF PR L ICtS PR(�iR 10{,F RI(iRM1 N� .HESE F ...I3NG. .NLf,Sti (�. \ TC D L 7,0 PSF (SATE JY 09/22/08 \\ <it Nf RWI .NI]ICn EI T(#f CHORU SNAL! HAVC P?QkERiY Ai IAT I{FU SiRJf(URAL PANH ANU 8671011 IUORD SI1ALt FIA4E `J^ •�•4+y� .+ DATE A PRCPERt(Al--i ?R'GIU CEILING, No.6221 y Di4 BC DL 5.0 PSF DRW HCUSR151 08266002 '"IMPORTANT* Ft-11111 f,COPY..I t11FS DPSI.N F4 INE INSTALL A7 ON CAtFF,Af7Jk, iN& IN:. 51Wt NUFAr — "IRLF TOR ANY UEVIATION IROM FH S 9ES15N: ANY( CI t'P.F 1 SULLfl TOO IRUCc.IN C'.PIf OP.Mo.NCE Will ' Q A ('►C + BC LL 01'0 PSF HC-ENG SSB/DL J TOG, NG 1O PIH"I (LCR S ING t ING fI FRU SFS, A6if R Vi SIUN§OF YUS (NAIL HAL DttfGil FF.. 9Y A1Afl) 00 (it I N BCG 7 f� (} p� 54440 J - -xfA (N H 5 1, d i I,h..Gllw 1 itl t4 , f. G l IEf 1, FPLV '��•`« j TOT. D. 32.0 PSF SECN 4(0144044 lilt llilf I( I 1 [,U ON fH14 UES SON P 471 tf=q Psk UR NInGs i-1 �,�Ap7�� FAC. C n/'�ta "cA✓NN tx A3 if FFII ,S CE f f n EAT 4N M'S V_f177 _• ` DDR.7 AC. 1.2 5 FROM J P 'c 5FPY5'6illiY Sti,i 11TP. 1HE (RU w t_,(11"I'Ni �1f}y��+r�1 "1111!4 U4Nf l� iHF Rf5(NSiB f.l iv frf lilt lj/'Nf �j� -- ------^— HIJ UW1 NK1`AF( U hNUM I,UMI'UI Ili INF`UI (LUAU) S U1 Mt INS1 UN J) �Ut5M1IIIU UY IKUJJ MFk. (J 08-0329 Seth Meyer -Hall Resd 1759 Ocean Grove Atlantic Bch. , FL 1)1) Top chord 2x4 SP #2 N 120 mph wind, 29.88 ft mean hgt, ASCE 7 02, OPEN bldg, Located Bot chord 2x4 SP X12 N anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind BC Webs 2x4 SP #2 N DL-3.0 psf. Iw=1.00 GCpi (+/ )-0.00 1N LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) BC 68 0.11 9.84 Hipjack supports 6 11 8 setback jacks with 0 1 0 cantilever one Deflection meets L/240 live and L/180 total load. face; 0 1 0 cantilever opposite face. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 3X5= +30-8-8 R=200 U 148 2.12 r 2-0 12 28-11 4 1.5X4111 5X5= 8=256 U 246 2X4(A5R) i —2-9-150 1�6 -E 9-10-1 Over 3 Supports R=436 U=530 W=2.122" Design Crit: FBC2004 PLT TYP. Wave Cq/RT=1.00(1.25) 10(0) 8.00. QTY:2 FL/-/3/-/-/R/ Scale =.5"/Ft. `*WARNING— rROSSES REQUIRE EXTRLME CARE IN FABRICATION. HANDLING. SHIPPING. INSIAILIN(;AND BRACING. \ T O L L 20.0 P J F R E F 8 1 5 1 97672 or CR 10 NCSI (B 1111/111, COMPONENT SAFETY INT ORMnTIONJ, PUB L1511Ep BV IPI (I RUSS PLATE INST IrUTE. T1B NORTH LEE STREET, SLIT it 317, ALE%A NORIA. VA. 22311) AND WICA (WOOD TRUSS COIINC[L UI AMERICA. 5300 I.NIFR PRISE LANE, MADISON, Fl 53)19) FOR SAFETY PRACTICES PRIOR To PFRTOP.MING ]OISF FLNCiIONS. UNLFSS i•••• • •i TC DL / .O PJF DATE o9/22/OTJ OTHERWISE INDI f,ATED TOP CHARD SHnLL IIA VT PRDPF RLY nIIACIIIU STRUCTURAL PANELS AND BOTTOM CHURD SIIA I.I HnVE P• '• v l• A PROPER LV ATTACHED RIGID CE ILIN6- a No.5 •�� BC DL 5.0 PSF DRW HCUSR151 oaz6eoo6 IMPORTANT**FURNISH A COPY OF THIS DESI(N To i11F INSIALIATION CONTRACTOR. ITYi RDG. INC. SHALT NOT VALPINE BE RESPONSIBLE FOR ANY DI VIA TInN FN OM THIS DISIGN; AN FAILHRi. TO BUILD THE TRUSS IN COME OItMANCE WILH B C L L O O P S F H C-ENG S S B/D L J TPI OR F Bal_ IINf,. HANDLING. SI IPPIN6. RI.Ln UJ FIG 8 RP,ACING OF 1RIISSE I. , DT SILN CO Nf JR MS WI 111 APFL ICA BLE PROVISIo NS DF NOS (NAI IONAI DESIGN 1111. BY A15PA1 AND IPI. ITN HCC, SSS:• STATE OF j rONNECTOR PLATES ARF HADF or 20 IO 16C, (W.H/SS/k) ASTH AR51 GRADE 40/S' (W, "'",I GAIV SiFFI PPIY TOT.L D 32.0 P S F S E A N- 192 5 R E V PI AT_S IO F H FADE r TR1111 AND ONICSS OTHERWI 11 1 CAr1)QN iH15 DESIGN, PIIS,IION I1R DRAWINGS IT.DA Z. P 0�10P•• NY INSFE(T[CN PL TFS FIJI IIIWFD BY (i) SIIA LL Bf. PFft ANNE% A3 OF IP 2002 111:.3. SE A1. ON THIS �•••••. ••�v/ I� �1 ITw 8111Id1l19 CO!!)f/0liC/1t5 CalbUP Inc. pR AWING TNI I.n!LS Af FPIANCF or PRIM rSSI QN AI LNDI NfFRING RE SPQNSIBILIIY l0 FIY f(Ifl IIf MUSS I:IIMP ONE Nrs �\� OUR.FAC. 1.25 FROM JP �ines C' n 33844 11, IIIF ��QN�•• UE SIGN SII WN IIIF 111ABTl-TTY ANU IS[ 01 THIS OMPONF Ni FOR A1" I3UII-DING IS THF PT SP)HlIBIL TTY �� FLc - 178 K. BDTL TONER E : ;:, .._, .,�_ Sep , , CIN(J. _�4.0 J . ,L 1TLJ., Z04t I hI IJ UW I, PHHFAR tL) -RUI`i LUMVJIEK INI'J (i L'AJ� A ULMLN�ION',) �UISMiIILU DY MFR. (J 08 0329 - Seth Meyer Hall Resd 1759 Ocean Grove Atlantic Bch.. FL J2) Top chord 2x4 SP #2 N 120 mph wind. 29.15 ft mean hgL, ASCE 7 02, OPEN bldg, Located Bet chord 2x4 SP #2 N anywhere in roof, CAT II, EXP B, wind TC 0'=3.5 psf, wind BC DL 3.0 psf. Iw 1.00 GCpi (i/ )-O.00 Roof overhang supports 2.00 psf soffit load. Wind reactions based on DIWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Bottom chord checked for 10.00 psf non concurrent live load. BC 12 1.08 1.13 BC 12 0.13 1.08 Deflection meets L/240 live and L/180 total load. i R 59 Rw-74 U-40 3 0-7 4 29-3-0 --4— 28-11 4 R- 37 Rw-52 U -25 2X4(A5R) L�-- 2 0-0 1 1 8 Over 3 Supports R=283 U-2275 W=311 RL-45 Design Crit: FBC2004 PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 8.05.00. QTY:4 FL/-/3/-/-/R/- Scale =.5"/Ft. **WARNING** TRUSSES P.F.OF I IRF E%TREMF CARE IN IABRTC,ATION. HANDLING. SHIPPING. ITS TAI I.I NG AND BRACING. T C L L 20.0 P S F R E F 8 1 5 1-- 97673 REFER IO ECS1 (BU 11-B[NG C,OMPONI-NI ;AI f.TY INFORMATION). LIFE11 HF:D BY LPI (TRUSS FLAIE INSTITUTE. 218 ��• �� .• V T NORM TEE STREET, SUI IF 312, AIC% NURIn, VA 2P 31 A) ANO GT CA (WOOD TRUSS COLI N CIL OF AMERICA, 5300 •• Q ENTERPRISE WIT. MADISON. WI 53)19 FDR SAFETY TRAP'](IS FEE OR TO TERIURMING 1111 SF FLNCTIONS. UNLESS C DL 7.0 P S F DATE 0 9/2 2/0 8 OIHIRWISE INDICATED TOP I.IIORD SHALL HAV1 PROPERLY AITACIIED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ' No.�� J A PROPF RLY ATTACHED 01"10 CE 11.1 NG. BC DL 5.0 PSF DRW HCUSR151 08266005 **IMPORTANT**[HRNISO A COPY OF 111IS DESIGN TO THF INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT /� BE RE SPON IBI F. fON ANY DFV IATIDN FROM THIS DEIGN: ANY TAIL TIRE TO BIIII.D II11 IRUSS IN C-HRMANCE 0-1 //�� B( 0 0 PCF HC_EAI La SSB/!ll l ALPINE TPI: DR F BRI nTINf,, HANDLING. SIIIPPI Nf. INS1 ILING R RRnCIN6 OP iRUSBEs. �.�': STATE 4JF LJ 1. LL (J^ �i VV SSB/DLJ DESIGN CD NI)RMS WLTH APPLICAHI.E PR(YISIONS OF NUS (NATIONAL DESIGN SPE(, BY F31A) AND IPI. 1141 PCG �i*••/� Air TOT.LD. 32.D PSF CONNECTOR PLATIS ARF MADE OF l0 IB , P (W.N,SS/R, ASTN A651 GRADI IT'" (W Y H SS) G I SI(1.1- A. I Y C p RID S E A N- 54446 PLATES TO F CH IAl'k H MISS AFU FLtSs )i NC P.NI ST LOC AfFB Ofd 1NIS UE SIGN. { S1{.1'�N CFR UP N1 NGS 1:DA Z. ATI' INSPE LION OF PL T S lL1-OW ) IY (i, SHALL BT PFR ANNE% A} OF TP11-J00% SFA 1- )N IDIS ITW Building Components Group Inc. 9RAWING RIDILAIFS A C(Pi NU f)T FR OI ESS TO, FNGINEERT NG RE SPOTIS I B II TTY S11FLY FOR THt IkUSS CONIF IOL NI � NA� DDR.FAC. 1 25 FROM JP u11 , TT DISIGN SHOWN. THE St TIABI—Y AND LSI OF THIS COMPONENT FOR ANY BILI-IDS S IY[ RESPONSIBILITY Of TNF !. . : FLC :7g844t NUIL F NFa P ., ,..;: t �. .:: ,ep CINt 4.0 J I# 1TLt Z 04 IHt� OF46 HKtPAKLU EKUM LUMPUItK 1NPU1 ILOAIJJ ti UIML NV 1UIV'�) �UHM111LU CY IKU�J Mt K. (J 08 0329--Seth Meyer Ila]] Resd 1759 Ocean Grove Atlantic Bch. , FL J3) Top chord 2x4 SP #2 N 120 mph wind, 29.38 ft mean hgt, ASCF 7 02, OPEN bldg, Located Bot chord 2x4 SP #2 N anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind BC DL -3.0 psf. Iw-1.00 GCpi (i/-)-0.00 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) [NO(FT) Bottom chord checked for 10.00 psf non concurrent live load. BC 35 0.13 3.00 Deflection meets L/240 live and L/180 total load. 3 T#29-8 10 R-43 U-32 1 0II 14 �L*R 31 U=5 *28-11 4 2X4(A5R) L-E -2-0-01 L3 0-0 Over 3 Supports_ R=260 U-206 W-3" RL-63 Design Crit: FBC2004 PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 8.05.0 7Y:4 FL/-/3/-/ R/- Scale =.511/Ft. *'WARNING ` TRUSSES RE DU IRF 1:%1REMf CARE IN FABRICATION. HANDI.ING. SHIPPING. INSTAIIING AND BRACING. V. T C L L 2 0 0 P S F R E F R 1 5 1-- 97674 RIFER TO B:SI (BUILDING CpMPO NE IIT SAFETY INIDRMATION) PIIH I.ISHED HY IPI (TR 1155 PI.AIE INStI""'- PIA NOR IH III STREET, SUITE }12. At FN ANpR IA. Vn, 22314) AND'ITIA (WO OO TRUSS COUNCIL OF AMLRICn, 6300 �\•• �•_ (� ENTERPRISE LANE. MADISON. WI 53)19) FOR 1AFF11 PRACTICES PRIOR TO PERFORMING I[if SF FONCIIONS. MNIF-SS F T C D L 7.0 P S F DATE 0 9/22/08 OIMIRWISE INDICA IF0 TOP CIIDRD SHAI I_ HAVE PROPERLY ATTACIIID STRHCIMIAI PANELS AND BOTTOM CHORD SHALL "Ali A PROPERLY ATTACHED RIGID CEILING. = 0.62212 BC DL 5.0 PSF DRW HCUSR151 08266003 *"IMPORTANT**FBRNI511 A COPY OF THIS DCSIGN TO THE 1NSTAIIAII0N CONIRACTDR_ IFW HCG. INC. SHALI. NOT .k y ALPINE BE RF SPONS TBLE FOR ANY DFVIA TION FROM THIS DESIGN: ANY FAILURE IG BUILD TIN lR❑SS 1N (:INIF ORMANCE HITH — : #1 B C L L 0.0 P S F H C-ENG SSB/DLJ IPI: OR F RRTf.ATING, It FIDLINf., SIII VP ING. INSTALLING 8 9PAf,i NG OF LRl15IE S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF No (NAtIONAL DFSIGN SPEC. BY AFAPA) AND IPI. ITW BCG �. STATE OF TOT.L D. 32.0 P S F S E Q N- 54448 CONNECTOR PIATFS ARE MADE DF 2O/1N/16GA (W,H/SS/K} ASTM S3 C.RAOF AD/fiO (W V/H,SC) G IV IE F 1.. 'PIV ��.•.1.,� �•: PL'tEs TO EACH FACT I IRII SC'I10 BNII SS nTHE kW 51 I01 D ON INIS DESIGN. I.SIT SON PER DP I.iNGS ICiDA Z. .0 p1O.��` ANY INSPE 'ION DF P: IFS FOLLOWfD DY (i) SHAL! BF PER ANNT% Al OF TPII-1 O(12 SFf 3. .EAI. ON iIIIS -(� l� � DDR.FAC. 1 25 I1W Building C0RIp0I1B0[S Group Inc. ON AWING INDICATES ACfFPIAHCI. II PR IfT<I 'AL INLINE' NG RFSPDNSIP.ILIIY V FROM JP S LELY TIER IMF IRUSS I;OMP(IN(Ni 11�II1C$Cy� FT 33844 DLSIGN S WN THE SDITAHII." AND ISI OF TH15 COMPONLNT IDR ANY B111DING [ IIII Rf11INBIBIIIIY Of FHE F[ cAV 78 BDIT GNFR I' ,._ r> : ,..: ..,. .. , , Sep CIN( , 4.0t JIB ITL Z04 IH I� i/WU MKtNAKI,U ERUM I.UMCUItR 1NI'UI (L UAU� 6 UI ME NJ JII �UbMMIIIY IRU'JJ PO K. (J 08 0329 Seth Meyer Ila]] Resd 1759 Ocean Grove Atlantic Bch. , FL J4) Top chord 2x4 SP #2 N 120 rnph wind, 29.63 ft mean hgt, ASCE 702, OPEN bldg, Located Bot chord 2x4 SP =112 N anywrlere in roof, CAT II, EXP B, wind TC DL 3.5 psf, wind BC DL -3.0 psf. Iw 1.00 GCpi (+/ )-0,00 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEJ OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Bottom chord checked for 10.00 psf non concurrent live load. BC 59 0.13 5.00 Deflection meets L/240 live and L/180 total load. +30 2 10 3 R=101 U=77 1-6-14 28 11 4 R 63 2X4(A5R) -2-0-0 1 -- 5-0-0 Over 3 Supports —� R=306 U °211 W=3" RL-84 Design Crit: FBC2004 PLT TYP. Wave Cq RT=1.00(1.25) /10(0) 8.05.0 Q Y:4 FL/-/3/-/-/R/- Scale =.5"/Ft. **WARNING** T2LISSE, RI OIIIRE E%TRF ML CARE IN FARRIf,ATION. HANDLING. SHIPPING. INSTALLING AND BRAC LNG. ` T C L L 2 0.0 P S F R E F R151-- 9 7 6 7 5 "T", TO BC,I (HILI L.D LNG COMP CINE Ni SAFIIY INF O2MATION) -NOTING.BY IPI (TRUSS PI AIE TNSIITUTE. 21H 'A NORTH IEE SIRE ET. SUIiC 519. ALEXANUR I A., VA. 22314) AND WTCA (W GO TO COLI IT II. OF AMI RICA, 6300 C ,• •��/ • V$01 �. ENIERPRISE LANE. MAUI SON, WI 53119) FOR SAFETY PRACIICIF PRLOR TO PERFORMING THESL FIJNC T IONS_ ON,I SS ¢ TIC D L 7.0 P S F DATE 0f1/2 2/0 8 OTHERWISE INDICATED TOP 1,,H"RD S/IALL HAVE PROPERLY ATTACHED SIRLICIORAI PANELS AND BOTTOM CHORD SHALL HAVE Q ^ (` J 7 (J A PROPERLY ATIACHFD RIGID CE II INC.. =.y Q.5�1C BC DL 5.0 PSF DRW HCUSR151 08266004 IMPORTANT**FNRNISG A COPY OF IRIS DESJCN TO IMF LN.IALLAIION CONTRACTOR. Ina RCG INC. SNAIL Nor A L P I N E BI NE SPON,I BLE FOR ANY DEVIATION TNDM TIIIS DESIGN: ANY FAIL DRI III BUILD TIII IRU„ IN COMFORMAR:E WIIFI STATE B C L L 0.0 P S F H C-E N G SSB/DLJ IP1: OR FA BR It M ING. HANDLING. SHIPPING. INSTAIILNG 6 PRAfLNG OF TRtISSFS. • STATE QF DESIGN CONE RMS WITH APPLICABLE PROVISIONS OF NDS (NATI)NAL DESIGN SPEC, BV AF RIA) AND TPI. IIW BCG ONNECTOO IL TLS ART MALL OF 2C/18/I6GA (W HL /K) -IM A691 CRAFT TO/+0 (W K/1.SS) G IV TEFL. Al°ILI �t TOT.LD 32.0 PSF SEAN- 54450 Pl Airs 10 EACII FACE F TRUSS AMD, UNLESS LINERWISI. 111-11D ON IT— DESIGII, PISITION P R DRAW NGS IBOA t /fin••*`Q A%O*•* ANY INSPL II 11 OF PI rrS r01_IOW 11 B IT) SHAH. BE PFR NNE% A3 IF IPI,-9002 F 3. SEAT ON THIS C`rSI�NAL � D U R.FAC 1.25 F R 0 M J P (TIN Building Components Group Inc. DII nW INC IND(:AIF, A.CF TANCE , PR OI LSSI(N I ENGINEERING RF SPON,I BPI III S LF Y -OR IL TR ISS COMPUNF NI 11 " �T 33py4 DEST GN SHOWN. 'MF SL IA8l I.1 TV AND IF ill III IS fOFiP ONFNI FOR ANI HUII MING I, 11F PESPINSIDII I I1 OI 1111 ..., ,: FLC .. .:1780 a ,1 GFIIR F Sep t" CI NII 4.0t, JIB ITL Z04�, IV!..I� ON YKtYAR t fRuM LJFAT-'U1EF 1NFITI (LUAU) N UI MtN�IIIN J) �UHKIIILU HI IK J�J IS,K. (J 08 0329- Seth Meyer Hall Resd 1759 Ocean Grove Atlantic Bch., Fl JY) Top chord 2x4 SP 112 N 120 mph wind, 29.88 ft mean hgt, ASCE 7 02, OPEN bldg, not Bot chord 2x4 SP #{ N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL 3.5 psf, wind BC DL-3.0 psf. Iw 1.00 GCpi (+/ )-0.00 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Bottom chord checked for 10.00 psf non concurrent live load. BC 75 0.12 7.00 Deflection meets L/240 live and L/180 total load. R=154 U=118 30-8-10 3 � 2 0-14 R 92 28 11 4 2X4(A5R) Ii —2-0-0—� 7-0-0 Over 3 Supports R=-363 U-228 W=3" RL--108 Design Crit: FBC2004 PLT TYP. Wave Cq/RT=1.00(1.25) /10(0) 8.0 5.0 T :9 FAL/-/3/-/-/R/ Scale =.5"/Ft. *WARNING** TRUSSES REQUIRE EXTREME CARL IN FABRICATION HANOI ING. SHIPPING. INSTAL[INC,AND BRACING. T C L L 20.0 PSF R L F R 1 5 1 97676 *REFER "1 BCS[ (BBI[.DING COMPONTNT SAFETY INFORMATION) 11111 ISHED BY TPI (IRUSS PIATE INSTITU iF. 210 �w• ••'\• NORM LEC STRI.f E, SUITE 312. ALFSANORIA, Vn, 223 L4) AND 1lT:A (WO OU IRUSS (GONG II_ OF AMERICA, 1,310 _`1 ♦V EN TFRPRISE LANE. MADISON. WI 53119) FUN SAf FIY PRACI I(CS PRIOR TD PERF URMINC, IIIC SI FUNCTIONS. DNIISC _ • T C D L 7.0 PSF F D A T E 09/22/08 OT BFRWI SF INDICA IFO IOP CHORD SUAII HAVE PROPERLY ATIACHED SIRUCIURAI PANT LS AND BOTIDM CHORD SHALL HAVF Na. J l A PROPERLY ATTACHED RIGID CF I I.I NG. ry **IMPORTANT**F UR rn H A Dry OF n+IS RESIGN 11 INE INSTAIIAn oN LUN rRAn oR. Inl B:r.. Irvc. sMAn xnr BC DL 5.0 PSF DRW HCUSR151 08266001 ALPINE BF RE SPONSIRLF FOR AN. DF VIA T ION FROM THIS BE SI GN; ANY FAIL URL I BJI I.D 1111. IRIISS IN CIMFORMANCI: RI III • BC LL 00 PSF HC-ENG SSB/DLJ 'PI: OR F BRIfAT'l ' H NDIING, VIII ING, IrvSTALI.ING 3 BRACING OI TRU f5. +IQ'. STATE OF DESIGN CONFORMS RIM APPLICABLE PROP-SIGNS OF NDS (NA IONAL DESIGN SPEC. BY F&PA) AND IPI. ITR BCG (' 1111FCT11 PI TFS RE MADE 11 11 IB I 1 (W N SS/K) ASTM ASP[fRADI AI'- 11 K I. S) F IV TII 4PPtr � �O RI�P.� TOT.L D 32.0 PSF S E O N- 54452 P[AI-S TO F CII I Cf Of TRUSS HE INL FSS III E RW[ E TFD 1 TH I- F ICN ( ITf(! I-(R 1R GIr G. IIBA Z ll__ (V� ITW Building Com ( INSPLC TICA Oi PL TES AOCF 0IO BY t 1 I LI BF PER NG R a LF r IITY SOLEI SEL i. SEAI ON THIS DDR.FAC. 1.25 FROM JP 9 portents Group Inc.InC. enulNG MICA— Au rP rnn-E NAL FNr,INEERINc PESPorvslnu lrr soL Elv FOR n,r Rusti conPmu rlr OLSIGN SH RN. TOL SUITABII IIS AND IS. OF THIS C MPONENY FOR ANY BUTI.DING IS THE RF SPONSIBII iIv Of TME ". FLc w�F ig844 DLII NER P " . Ut Sep �.,. u It, CINE 4.0 JIII 1TL -ZO4 Builder: Job Information Seth Meyer Job#: J-08-0329 ** I ED File#: 18rS A 1�1+ Salesman: Seth Meyer SEALSDesigner: Joseph Parker Manning Building Supplies Report and Delivery Date Job' Jacksonville, Florida 32256 jaxtruss@mbs-corp.com --- ---- -------- Phone:(904)268-8225 ' Fax: (904)260-2981 Date: 9/23/2008 Hall Resd Del.Date: 1759 Ocean Grove — - - -- - - ----- -- Atlantic Bch. FL Cover Sheet 'Truss Level _j A p1.10 Pnnner 0 Alpina Engi—I.d Produds.Inc. Wooffruss Qty Span Description Pitch OHL TC Size Truss O/A Height Weight g� TC/BC OHR BC Size Ext.Weight 1 28-11-00 Al 3.00/0 02-00-00 2x4 02-06-06 1335.6 LB 02-00-00 2x6 1335.6 LB 1 28-11-00 A2 3.00/0 02-00-00 2x4 03-00-06 131.6 LB 02-00-00 2x4 131.6 LB 2 09-10-01 J1 2.12/0 02-09-15 2x4 02-06-05 42.0 LB 00-00-00 2x4 84.0 LB 4 01-01-08 J2 3.00 / 0 02-00-00 2x4 01-00-12 8.4 LB 00-00-00 2x4 33.6 LB 4 03-00-00 J3 3/0 02-00-00 2x4 01-06-06 12.6 LB 00-00-00 2x4 50.4 LB 4 05-00-00 J4 3/0 02-00-00 2x4 02-00-06 18.2 LB VIM 00-00-00 2x4 72.8 LB 9 07-00-00 J5 3/0 02-00-00 2x4 02-06-06 23.8 LB 00-00-00 2x4 214.2 LB Trusses: 4 Hangers: 0 Jacks: 23 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 27 Rim Board: 0 HonwBASE by Alpine Engineered ProdnuS.Inc Page 1 of 1 11 -,", I I �� e1<' T : ,� �-I -,`�� I I 11 � - s I 'll ,4�11 �,�,�-,-- 1-11�1 - '- IM4 ", I - �-1 I + , IAC» '-, I I I"'g,", - I I � ,I I - � �� I'll... `` 1 s�s4 r»i uy cam:� 3 a, 1:11— 1-111 � �� ,cu1, Ia+�rt yrs tr , � I I """ '' ,, et�9tt. g Suppty'4# �?acks4�►ni1:1 Ing: �4bU : � �� ''�' i� "�' �,,,— Meyer g al .,9,9 k7 'ocean ► -Ati nth c 8 ,, . �b. ., �, , , �11 T. I = 5raaidng Code �oa"and 2{�0� Sppepet ',X'' ` .;> f , � � t �. � ' �` day .f;-tie strttctura EQt did nt'extst as d ., . r:�:': - I � _* r �} ]�. }�r. sect/�tm 61 15- 1 3 i of $h+ "" �-,;, , " if j� ' .� �* � .,. M fz mow'• 0tr f r � 4 0'r I �, ",,�f ,� "�, � , I" -;,��, ",�l I" ) -,,�WE;7�02'"O I 11 � � fi # ftp crf1 ,fir ", tef;,`_, i strut qre ;Is11c, " t t, 4�I but W a,j d#sfO#rA-ff , `e, �f.` *� � t :y-, re4r � # t Ott At � . r�:, �l2 : T+edri `fi�� ` tret � rr $ �e d $e` wr� r94 IItive 4r ;tr t� f� ;�� 00� � +#rtg � 1. aC �}T {yI 11 , M5{ R- l[�� f FL 33$ 11 J,, 11 11 11-11,11,111,11, ` 1,111 ,.; ! 1p' t, � d c, ,I ? ,� 11 11 �d tE' "� '4 et 1►41*s i. ##$ W tl, ti`� Ut pr4v.#t , "'t."",,�"",-,"",",",",,"1"1"1"1"1"1""""I""""","""'ll""I'll""I'll",'ll""I'll""I'llI — - �i u 1d #��# 4rty � �� love m Or c d r s t� ca t4r�:: 4a s '. Pfied byFnts4+ nt� 81l bsn � 4: e rdiw�d` end aced." the. I 11 �t R buy tdi deice". f � � ,? , i,� ,3 A5 St04# o :ettach� � n � � �eded � '% S t }.��{{} yi. r k r 1 '' Y k n 141-r- 11hF S1:!llr s "��.,re't +. "'�J "3. q +zs's, �kC' ,;, r �'i r ' v i Y �11 r- � "I',-- I I - , ,�I,5 ,�,,'��,' " P' 11 k'y (+ _ k t f L> A - „ I, ,�—A, u k� .a," ��- �` �'" " rte"" Mfg' i' �'�° a y� Hwy kr:�–;,�:��,,,,i 3 _ �fC '�3T sf �� y,fE'F i.d � I 11[.f 3�i r�` }(Y/�j., ,�y�N' * #�L } S �i-� e F y` `{.: �.I f 47 t fix . has . K (y gs1:;,x SLt4Z Z" ,a 6�� Y ". �i 'S�-rl-F� a ., xy '!��# 'i4ys1-4 Illm� t t "h",�dry4wr' kclkw '� s. "t`irs.�4s`t"` �, Ai � W.�4 � q�` }�" j'� t� raz'rn �1,1.11 r�, ,�;-�,`,;,,,lll - ,��.s x "„ - � °.�.,' - G�',}"3 i a �`f'F'+� % �z t Y a-._Sa"�k"5'�s�',i , '', qtr c a r S S ` 14"�, 'sy. '^ F i. 7 ,�°�r. �61 �, F a a a { a P q 11 e �; b I I'll r � 11 ,y� 5 x 'R r s tai '� .iia xs'� a� d a y S x, 11 � �1111 ry. 11-11 I 1.11 F" , . � ,� a x , a. x vG ti lf,�l � ",," --,, -� m ' ' xxs¢ t .< s _ „ . * , �y x S s ' 11 , .�,,: t f r,`+* _ - "111-111-- 1�1, J , - p ,� 11 ';,� , ,�':,�� ,,'_,tI ,,I,��' �,'1`��1;:l�l�ll —11.""',",,-,�,,:�,�,,,"—I,,�-,-,--I.,-,I,.1I,,,",--I,,,��-,,�-,--,,-'",f vrb '; " .ice �, » w } r niy, U�,� I � I I�� "-1�11,�:, ,-R�,,�,,:�""",,��,�,,�, " , . � �� J11 r 11 '' ,- "` 'r #' �r� Vis' ",, , r � ,� �, ,'�` G��` r 11 qll 3 ti £ k -z. rf < Yds 4 ? � rp 4 _ a $x> � NOTICE OF COMMENCEMENT State of �7LJDV— Tax Folio No. County of D k V k L_ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Address of property being improved: -7 sot O Com`N Gr)R 0%JG� A-TLA\m C General description of improvements: A-00 0�0 0 �-� (19MA Owner: �jr > tt{T L-�.- Address: AS Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: ,�� Address: L-7 I (D •G1V S t , N--V!r-60 V l LLI--- Telephone No.: 41 Oq �1 51" 1 e5 Fax No: Cr Coc+' S O Z Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed:�� ✓�-� Date: 1 Refore me this ?-Cf of in the County of Duval,State Doc#2008253048,OR 6K 14657 Page 1356, f Florida,has personally appeared 1210-r—pnI of (. Number Pages:1 otary Public at Large,State of Florida,County of Duval. Recorded 10/03/2008 at 10:02 AM, [y commission expires: Florida, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY -rsonally Known: RECORDING$10.00 roduced Identification: j=L • 211- Notary Public State of Florida 7 111110 ny us 6< My Commission DD801149 %C ^c1�• ExPues 06/26/2012 rY". l6, City of Atlantic Beach APPLICATION NUMBER j� '_;� Building Department (To be assigned by the Building Department.) ; /33 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: d� City web-site: http://www.coab.us 11 11 APPLICATION REVIEW AND TRACKING FORM / 7�! C�� De ment review required Yes No Property Address: ! f b f�Vf: Applicant: /I it)foon�.4m //✓ °L anning &Zo pp - Public Works Public;Utilities .:. ,,... . Project: 4 Public Safety nffS4 �jfA Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING `ZW a'w PLANNING &ZONING PUBLIC WORKS Reviewed by: -�"" "— Date: PUBLIC UTILITIES Second Review: Approved as revised. ❑Denied. PUBLIC SAFETY Comments: � Y A FIRE SERVICES I" E'UReviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH 08- 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 ` OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 11j'ilPB AODRESSS, a 2,VALUATION OF w RKs. 1 1 ""EW 640Jr= Atlantic Beach, FL 32233 'v r 000 `0C) CLASS OF'-:WORK.. '3 u. 6;USE OF STRUCTURE " 13NEW BUILDING 13 DEMOLITION 'RESIDENTIAL LOT_BLOCK_SUB DIVISION ADDITION ❑CONVERTING USE ❑COMMERCIAL 7:-DE$CRIP ( N.OF W RK'a ALTERATION ❑ACCESSORY BLDG. 8:FIRE SPRINKLER, n s ❑REPAIR O POOL/SPA ❑YES N/A ❑MOVE ❑OTHER ❑NO 'ice PROPERTY OWNERw1 =CONTRACTOR -:ARCHITECT-7ENGINEER .' 9.NAME: wnA 44 ` 15.COMPANY NE"r ��7� �C 23.COEMP*'4�: �n�` /'t ►7/11-'T a T+TI.t_ 16.NAME: W• 24.LICENSEE N✓AMMEE: Kms/``+ 10.ADDRESS: 17.STATE OF L RIDA LI N E NO.: Q 25.STATE OF FLORIDA LICENSE NO.: G1 O�-N 6,,112 r Ci Xi� 23`I3 d T— C— f 5�Z-Z- 18.ADDRESS: 26.ADDRESS: 1�I(p�►ADP,1�ST "�v�L ZzO� 3� S�'C�'1- �' gti.9�1e.W 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 33°1•ei o zl 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: �p22-757 $ '1'�i-ti4rs C„1�-050 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: 6, t3µA�t�szN�c e er��.rEt cI-�2.IS LNPI @ A6L -Low I-Ov@ e-ru CV.-GveEe*t�J.COP r FEE SIMPLE TITLE HOLDER `. {iForiix,7t+ArvowNeR? ".s..i BONDING COMPANY MORTGAGE LENDER r xz �? "` 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 PROPER A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED N HE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FIN CI G, NSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y TICE OF COMMENCEMENT. OWtVE orAGENT � i, �� 3; R ONTRACTOR _ Powe�'of Aft" y of Agency.LetterRequired) 'a`*z k ?r t r.:":,?.,�(QUallfler Onlyy, Signed: Date: Signed A f,> Date: Before me this licl day of s Lf"I 2007 in the county of Befor me this day of,Sf:PZt5o HFP- 200$in the county of Duval,State of Florida,has personally appeared Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of �- County of 1/u V��-' Notary Public at Large,State of Ln�TA County of ❑Personally Known r 045arsonally Known ( T) L y a yroduced Identification- L ❑Produced Identification- Notary Signature: Notary Signature: - KATHY L. ENGLAND ° Notary public State ct Florida aR T Tiffany August '' MY COMMISSION#OD748596 COAB FORM BLDG /6&ib ommission DD801149 ,.•� EXPIRES January 14,2012 • or •. Expires 06/26/2012 (407)39b-0153 FbridaNcu; $arvics.00M