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310-312 4th St (vault)
FROM :WORLD CONSTRUCTION FAX NO. Aug. 04 2003 12:13PM PS RiTuR Book 11262 Ragv 23418 'P'i'lC����r-a-;a-..�""+�C•/�� NOTICE J OF COMMENCEMENT State of County o.f ©rr 1 C' p Tax Folio No. —... 49Yl x ^LAGC�ca 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 ofthe Florida Statutes,the following information is stated in this NOTICE OF COMM 4ENCF,:MENT. Legal description ofpmperty being Address of property being improved: General description ofimprovements: -' Owner. — Address: � Owner's interest in site of the improv want: Fee Simple Titleholder(if other than owner):_-.. Name: _ Address:, _.. _. ..... AL Contractor: _.. ._._ Address: Cj► rte' Z21�t) Phone No O Fax No: - Surety(if any):_.._ Address; - _ _...._, ...... _._.. ._. Amount of Bund$ .... -- Phonc No:_— Fax No: _._-,, _ Name and address of ant•person making a loan for the construction of the improvements. Name: Address: - Phone No: _.,., Fax No- Name o Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may bf served: Name.-.. _ Address; Phone No: ZIP G Fax No: •__ In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 7,>;3. 2xb,Nlori Statues. (Fill in at ner's option). Name: Address: T�f 17ti -- Phonc Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording uniexs a different date is specified):,,,, THIS SPACE FOR RF.CORUE.R'S USE ONLY OWNF.R Signed: _Dkttc: l-. o-03 Bcforc me thi ;^day of ' P0 in the County of Duval,State of Florida.has personally a tared._____ .............. ..._._ s M Notary Public•at Large.State of l;lorida County t1f Mval. �.�" My commission expires: �S1II1'on W CHEWS Lamm 3310U W bViloo �,.., te"Nf"MT Personally Known:._ — ai �' or :°� o: � Np Produced Identification: �im - "w M y.,°►F;�.� At!en c Aondin$ p V�rry_ rw► -4 PREPARED 8/11/03, 16:56:47 INSPECTION TICKET PAGE 15 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/12/03 - ------------------------------------------------------------------------------------------------ ADDRESS . : 310 4TH ST SUBDIV: TENANT, NBR: REPL WOOD PORCH DECK CONTRACTOR RANDY RUDD PHONE (904) 693-7334 OWNER MCCAWLEY, PETER PHONE PARCEL - - - APPL NUMBER: 03-00026583 RESIDENTIAL ADD/RENOVATE/ALTER ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DES IPTION TYP/SQ COMPLETED RESULT RE LTS/COMMENTS --------------------------------- -------------------------------------------------------------- 13 01 8/12/03 H FRAMING TIME: 08:00 1. •d'p 759-1266 759-1266 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF ATLANTIC BEACH o s 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 =' ~. INSPECTION PHONE LINE 247-5826 e Application Number . . . . . 03-00026583 Date 8/01/03 Property Address . . . . . . 310 4TH ST Tenant nbr, name . . . . . . REPL WOOD PORCH DECK Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6000 Owner Contractor ------------------------ ------------------------ MCCAWLEY, PETER RANDY RUDD 310 4TH STREET PO BOX 336 ATLANTIC BEACH FL 32233 HILLIARD FL 32046 (904) 693-7334 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc Permit Fee . . . . 60 . 00 Plan Check Fee 30 . 00 Issue Date . . . . Valuation . . . . 6000 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60 . 00 60 . 00 . 00 . 00 Plan Check Total 30 . 00 30 . 00 . 00 . 00 Grand Total 90 . 00 90 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH CD. Ford �s BUILDING / ZONING DEPARTMENT L. Higgins i� 800 Seminole Road S. Doerr j Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: n . Applicant: �csR-.lam ��t`t�UCT(©IJ C Project: _� LxboD `p6gcti lam. !L This permit application has been: 12 Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By:� Date: 4- -31, 03 r � r�! S CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: �/ La2 5 Job Address: �.rL Owner of Property: I/l. �e t 40 t)OWE T }" Address: /a�0t7 C22M mA-c %A-TAE-M= f Telephone: Legal Description: Block Number: � Lot Number: S Zoning District: Contractor: lt)e kLt1 411:5 1 K U4 /TJ o A?0.e State License Number: Contractor's Address: g q&, 11)9of/0rA, 6, a Telephone: q D q— -2.5-1— /9&k Fax: J/ Describe proposed use and work to be done: �x 61citc 42ollen, uoa [ e Present use of land or building(s): ' Valuation of proposed construction: , `1z� What are the dimensions ofthe,c*eace: 5 feet x 30 feet Will the added area be heated and cooled? i�-1'0 New electrical or increase in service? VC 9 1n V New plumbing fixtures? New fireplace? I New heating/air conditioning? v , Is approval of Homeowner's Association or other private entity required? Alb If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. aNO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations:include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: •�� Date: ;2- I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and co ct and that plans supporting data have been or shall be provided as required. Signature of Contractor: Date: _5/�J Address and contact information of person to receive all correspondence regarding this application(please print). n Name: C�iZL L� 51 4? T 10V -�j Mailing Address: �D`I 1/IQ 11cp, poo( --sex Telephone:Io�/'7.S�-�Z�� Fax: `J�6 6463(0 E-Mail: GCJd.^►�CQr-IS# rLAIJitn, Zara �� c�a �c� fir►.-I AS TO OWNER: (� Sworn to and subscribed before me this f day of t 20.6 State o1 �tt2L} u ;�r'ii WM'ZZ L.adv sa dxg ' OIItIQ#L7otsso j Notary's Signa L LY-WDCi :IG'rJII iui%o,,� L'I Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this .3U day of .2003 . State of Florida,County of Duval Notary's Signature: MAUREEN IQNt3 El Personally known R MY COMMISSION 1 DD 095080 (Produced identification R�o EXPIRES:March 31,20D6 ,Rf Iy 8=WThmNoWyPL0*UnrlwwMere Type of identification produced F 4- 800 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 .http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 t s a P � i3 F =xo f t OF r , S fir. f i rt w f �, ra4x r, r,e& �x a f [R::oof:Overha Existing House Remove and Replace Water Damaged V Ic o&Tiding Glass Doors Per FBC 2001 (See Details) Note: Balcony is Approx 28 L.F. in Length Floor Joist 2 X 8 T . 16" O.C. Existing Balcony Balcony Repairs to 312 4th Street Sliding Glass Doors APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE 'JUL 3 0 2003 sY ..� �� 4 / \ \ Existing 8"concrete Slab Existing Concrete Footers ( N.T.S.) 312 4th Street Atlantic Beach, Fl. Dated: July 27 2003 REN# 169812 0000 Legal description: 5-69 16-2S-29E Atlantic Beach Lot 5 Blk 5 Section: 16-2S-29E WORLD CONSTRUCTION CO.,INC. 8464 Mallory Road/Jacksonville, Fl. 32220 CGC-1504962 d r° (D dL-a �. C/) a Gn rn a d � o RI � N � o � ba .�' c c� d N � 111 0 �' C4 y � a n o CD N CD b w 00 d O P 4h. O O .p n F 1 O NV CA N � � O y Z O � a Approx.5 feet VetaaA 2X72X4 Rail Stiffener Top and Bottom 2X2 Picketts 4"on center Pressu Treated 2X6 Double 3 ch Deck Wall Flashing Scre 'Detail Pressure*raeted 2Y*16"on Center Double 2X10 Deta+.LF Deta%L'D 'D 241oist Hanger Bolted Connections MAIN HOUSE- A'VA Treated Post 2X� Nailer to Wall rox.8'- - (::tA:pp X4Concrete Anchor UeLzu L C Epo J Existing Concrete Slab Concrete 4th Street,Atlantic Beach,Fl. 7/16 3 N E W D E C K WORLD CONSTRUCTION CO.JKC. (Prudential Real 8464 Mallory Road Jacksonville,Fl.32220 904-759-1266 !■ 1 1 • ■ . • S`TANDOFF POST BASES The A8 1!;,(h,Or-adlusiable Post base whici(offers nloisNire proledioii and finished hdrdr;arc appearincr:. Post Bases provide.tested cttl,narJ. l hit leah,rt; 1' standoff hci(Itt dd '�~ 1 :•,1.1.11(=R -5:�' -�ILL i ,Dour.rnncrele tlDurs.curl+:ri?qulred',:'hen Supportinq Permanent "'�,' �. �..y s;n,i.f•.Irrs trial ate.rxpnseil to the:ycalhcr or vaster Splash,at fru ' :.r....-' '�� ..r"'•� '• J' 'r ' bacnr-i+:n1S.Tney reduce the pulenbal for decay at post and coltann ends. Frl3 '� ; , ..r •,'. MATERIAL:AB 12 ga pinles. 16 ga ba:;u cover:all others sec tahkt. •, ' ' fT t' ' FINISH Cay=ani.cd.Some products a'nilahie in Z h4AX; I "� sec Corrosion flcsistance,paue y. r INSTALLATION:•Use all specilicd Iastener.;.Seu t;enrril Notes •'' - -Not Iet;ununended for non lop suppo,tt:d in5liflat+Uns ABA44 ^ suc!l rix fertt;e . a l , (other sizes similar) •PBS clashed into eencrOlo up hi the Gntiuut of rite 1-standoff " U.S.Patent 5,333.435 ABE44 brise plate.A 2'Itiinim im side(.rives,;letluired to obtain the full nBt a6.41iH.tiG.uul load for PHS Holes in the hottool of tht:PRS straps allow for free ABU44 supDhuc :arta IccUwunlai r,a l,;r. concrete flow. (other sizes ��� similar) A8U88 r •A8-Post nail holes all sized tut 10d cnminons. Ref:tanquhlr adjust- r . rncat plate asunn;>: dia)IIt(:II(tlit(IC.:;IIOI)IIC{)aS Sflotan:position °• /a�� the Post.sec:nre f!If!r.;itiy-;truss nui.ttren bind up the fourth side. •AB A8A.ABF and Allll-tor pre-pour installed anchors.for epoxy or ,utoi e..;ichor.;. sr.lect and irlStall according 10 aucllol manufacturers av! _��►-� re ornmendations:anchor diameter sh(s:;,i to Ialle.hc(lall!rtluilml v:asher, "F'rara.,ta ,+•,.. 2 toed ITA('111.1 r• -.710J,i:;not iuClu(lud for AftA; transfer �� •Sec Simpson Anchor Systems for .. , plates ;r�� 'a • t <�. . tested.lo;u1•r;llyd anchors. supplied n CODES ROCA ICHO,SHCCI NE R-393. �__F• i''�;rl `•Z a NFR-422. 1`,*H-432.NEH 462 NER 499: ' : ;"r Typical AB � IC80 5670. Cly of I.A fill 71818. H f) M� i Installation if I M 250111.P50/4. ?:,158: I lade art ` :5 Fl.99-0713.05(ABA,ARF), ��ar•i 00 0512.11 :ABU "+• �, i, c - �:Dimensions , AI(awable Model. No. W L 'Downloads .. �`~ •"` + HE ,. i Y�`1J ; ;'`'...� . _ ., (100) ,11194 3:: 3!. 4U65 � •, �•,. .(. •I .� 1. ;<.. �s' i441? 4 4 t, 4069 t:UJ,4, NR irt :�tl ■s 00.16 3: 5:„ 4165 i+ 101 A846H 4 $ 4165 Pit.i(G `''. ! IYi ANfr A866H 6 b 5:3351 LIU14.:d1:iall Typical PBS44A Installation Can be Typical ASE46R Installation for •`` �installed on I,.:uts nu=n+,l In un.l,::,•;,::I'u' rough lumber(ABE similar) •hr.t-la'Jir :rutin+t existing slab Material Dimensions Fasteners Allowable Loads Nominal p Model Post Past Willi Uplift 133) Uplift(160) F1(133 b 1601 Fz(133 1111601 No. Base Strap W L I H HB Anch. Bolls Avg • Down Size (Gal (Gal Dia Nails Ulf Nails Baits Nails Botts Nails Bolts Nails , Bolts (100) Dry Dia - ABh•1•t dx•1 1(l lfi 3"„ 3+. fi 1(k1 ?1?0 FFi5 5bb fi0(x) Alit 41 4x4 1G it; 3t , 3!'. !: 6-1011 18!33 520 510 ti66y AR0.1' •1 x4 IG 12 A ,. :3 1> l a-l 6d 2 7833 2201 1800 2200 2160 6665 PH?;44A •1x1 1:' 14 ;i:... Li. 3:i■ 14 1Fid 2 7773 1400 2400 2400 2400 1161:+ 230 AA!+ PAM fifif;!, ABA44H RGH•ix;l Iii 16 4.y„ 3•i;, - 4. G-10d 2120 5.55 i - 555 8000 = AHI 44H RGI I1x4 16 16 4 3t_. - y. 6-10d 18!33 400 400 -. - - 6665 J.R(11; 4x6 1:, 16 3 .., S•.:,, H I$d 516/ 1310 $_lU 7•^.3`i Pll!i4t; 4x(7 1:' 14 3'; ;,+ 3:; 14 IGd 2 r 77 51 7400 2400 ?400 2.100 11(ib ;36() 810, 88b 43.36 AHA46 4x6 14 14 3,:.: S:j, - _ 0-16d - - 296/ 700 7(x7 till.14r. 4xG 1? t; 3:. 5 ?;i, 12 1115d ? 8633 2255 2300 2300 2300 10:3311 AR1.4fiH RCN 44 12 1b 4;;,, y;<. .t 8-1$d 5167810 - 810 - - - - - /335 AfiA46R kGH 4x6 14 14 4•tis 5'!i, 8-164 j - 2967 9.35 j - 98,5 Gxf'i I? 1? 5s• 2+, $� 14•t&1 ? ;. 131 U0 2S3U 3•ifi0 31fiU 1000 18E3r 7{) II(10 ltlx) !+aaS i+BJrIP• GIrG 1.1 1.1 ?-r4 } H 143(1 3050 720 120 1UGfi.', 119;U, GxG 1;' 14 !,.. ,... : 8 1 GH 4833 900 - 900 1 Lou()) A31Kd; GxG 1? 10 fi!•: b 1: 12-16'13 2 89W 2300 2300 2:300 2.100 AdAW.,HGH 6x6 14 14 6 5:111■ .' 9 8-ifid I.._ - 3050 985 : - 985 - 12665 !� r Ai31f?EfiH HLillsz6. 12 14 &j., 3:.:.. z - .; s-16d - 4f1.'1.1 s0c7; - 900 - - - WORLD CONST 9Et'ION CO. AdII88 8x8 12 14 71... 7 ?-': 18160 1789:; 2320 -- 2320 1" ARIj88R'RGH8x8. 12 14 e I I 2 >; 18-16d - - 12893; 2320 2320 8464 MAI, RD. y JACK4QNV1LLE,�,R 32220 � I1phi';rut LIMA :4105haY2 t:cn iut:'C•as+:U 33",and Fi0: 7.17<nvulai+d5 may nal 3 opRCffle:rt0 dl.Slf(n t:anr.'rir,iof SrIC.1r+':Ip.1f.IPJ r1 La r:a•'h(Iu.ikr u't:•end Itiall Jill.❑o lu's:2 c C Cao:ollum-d. !n: nueastxl fur 4 A01188 and ABU 8811 may ha inninAin w:lli A Sl,:i+•sXa:+u:t+.•,rl::r:. �04'78S'663.6 h;'13`•..;(rill iv:rL-Eq+nu'n,af':,:uhr•o ,11011 refill IUSJN't1. for Ihr.xallll,odiltl krwl 17lz Tllr (;:`:;dl.n;: i,t 'lie tailrle fiin,l it% ix>:t0 a 4x 6os1(1:'3 nx n to Lateral ' t . �"r.au:;r.=:'f,.11il:i>I;C.It ILU'lllil IhFC-'i•.'L'u •;;alll l;d PUS:UIL'i:5 Wady[: lh:I,C scr :r.,ll :.:;;1,11 um:list I+u l r:.,{,base!pr light I - - _ -- -_ •, • r I •'` t BCS2-214 MAIEHIAL It1;l;:.iq:: �;;; U.S.Patent Nos. FINISH !;.d':.,',;•::'1 I • (: .n:,lnl ;I:r.rr u,n .u'. +;r.!i..11w.,: l,ul+:dl 4.480.941 and N :,;INSTAI IATION 'l•;:: 5.503,580 ;w'u111e 1l 9 • 01 !,,.1 Canada Patent Itu:he:rli dn HIP ple.1 In:10111..-:R II.lhir.hm,'Is I " 1,193.418 •IIs:u'st,l I=:•:I I;rl rj:rn 1:;lr.'..:a flirt'.:? rr:cl Ila r•gel n.n s •Pirdlit h:rl'; lt:r I':1+-.n;q:nrL i)q':cl;lll;tlrarlt url'a:: CODES nrr,A. '::nn :;i1i;:; r •f?Ii:ir.•lit I h RG?507f, � ax,:t'I Kl r�i I?t:4,i 9i' f'" , 1F..,._. �., r '�i11...,; I .xl:;coGo t I �l�' i I-!);l;.n, i � �1 l BCso fl?t;.l. ?t;atir. Typical BCS 'z` 8 Base Installation (other similar) Allowable Loads • " } Dimensions Fasteners(Each Side) Uplift •<�` <+y:+. Model (133 8 16D}' I.FFIrr ~ ,1 No. Avg t: w Surface Su 9 Surface Surface ee Up 1111 Lateral r Y Wl Wa Lt La Hr Hr Ult CAPS t' K 3 3-16d a-lfid — 3100 980 1000 . RC•111, Z'„ Ss4!_ 2;. 3. 2y 5-16d 3-16d — 3100 9130 1000 BC8 fir-IR 4 4 4 4 3 3 6-16d 6-16d — 3100 980 1000 Cap/Base 3 . 6-16d 6.1611 — 4700 1(.1!'0 7000 .T !1C11:1 G G G G 3 3 G-1 Gd 6-1 Fid 4700 1050 2000 RMi i: i'. R 1 6.16d 6•16d 5600 12100 2WO • i ' DG.,11' ,.1 :z:, 3 Z., .: 4-1Od ; 3-1Od - 2697 780 1095 Rrs?ori. •1._ s 4 r: 6-16d ' 3.16d — 3000 ; 800 1496 BASES 3r' — 2F. — 3-16d — 4-16d — — 535 ! �" 1040 3,. — i e i. 8171011 4 — 4 — 3 — 4-1 Gd — 4-16d — — 535 • A ':G•1Grr �' 3'. 3 4-Irxl 4-I6d 5 I 'CGo 3 — 6-I{xJ — 4-1rid 5:15 BC4 414.01! ,; 6 3 616d 4-16d 53S 0 Cap/$a 4, 1 Alb::a:+re+'+dd:,ha c:;;t nn:r+;u�c:' ''.Jnr:pl;',I;rt l'JIIIIQ4Jk Vr tWrlll ICtilClllr(1 ;h 1:7, h lir,'r'A'n uu.r•sr: ;Ib:n:I wit icc]:it ugn:r h:,nl dnr.0:nr...u:::uar:unl In:Ire:i.t,rb;. I LCCLALLY COLUMN CAPS I all,colurn'calx:Irl!vwo..;i h1 gii<ilr hea-im;len(1t'1 yY r?':r I.71gi:1 Iiliir.l tctrai:,rt• — • • • ° -~ •...� - MATERIAL I:' FINISH'ti nqs:»;.Jr;ly parts LCC5.25-3.5 INSTALLATION'-Unp—d npecil;xd l ai;levels ° SP„ :;,prn;r;t.hard;•:, • 'Ili:I.tII,i:taurlil rip o+,P.r thc loliy colimin tr % A _ u':,n1;ua:Iliit'etilldw. • •rat ' .. (a{ Allowable Loads I I nods maV lint he iurrFiFad Model W Girder Nails Column Download FIrr ut';nI ICrnl Irud nu r No. Outside 7 Allrxaahbt 16141;:h(:d,':Ir.mo mi Dia OFlSPJSPF LVLlPSL (133) (160) u;nu I'I' ;hist ul N..,a:allllu _ Inad us[lit!r.::rl-al L,=9!,4:.i �. '1 r rude�x 10:1 n-1 sat. i�•. 1513.o — 1345 1615 lot SPL 675 psi'ut Il; and 700 > I i;C4:, 1 4 1 riple 2X 10+'12 B 16d 4 20870 13.15 1615 till I V.Alm. ,rar W.I.;i'I:dh; Typical LCC5.25-3.5 I CGfi:1 a 6:; Quad 2x I Qr 12 8-1 E;d 3r'. 15820 1145 1615 'r uur'::alr;itV Installation connecting :f I i., ;11:ire I,n a cunliuuua;It':aur 9 LGG6 4 G Quad 2x10/12 8-16d 4 20670 1345 1615 4.Spliced conditions must he detailed a 3 ply LVL and a 3',5" by the specifier to transfer tension diameter steel column I(:(::i?'i•.h a 3.5 LVUF'SL 8-hitt 30.. 152120 1345 1615 loads between. liced memhers CO , flf WC."5 a 3 a.!,LVL•'I'SL B 1 fid 4 21)670 1 37;) 16M 1, means other th n the tally coluannn WORLD LD �1`�T`?I v S li i 010b.2 -3.b 51,;. b.2y LVUPSL 8-16d 3%� 15820 i 1345 1615 The splice condition load is 6150 Itis 8464 MALLORY RD. per beam side and the laIIV cap must I CC5.75-i 5:,. 5.25 LVLiPSL 8-16d 4 — 120670 i 1345 1615 be evenly loaded. lAG14SON1lILLF, 'FL 32220 !' /I VI;P I t4-dial 3r. 1:,13?0 1.,j4;, 1(i1S !,Tn achu!,r xptral Inz in.i::C l.;pr p�1 nauai Itv>Wsdv;lu: .cul-run t llr;dr $04.786-6636 a-ace Mount Hangers - Solid Sawn Lumber (DF & SP) —.._.. . Dimensions fasteners Down Doug fir LarcIVSoutheru Pins Allowable Loads Installed Joist Model ., ..... ... Size No, Gal I Header Avg Uplift hoar(100} y 3110w(113) _-RtJet(123) Cosi IJ. W H B 104 1$d Joist UH - lades ./ 1.4 (133) (160) 100 114d 1114 ( 16d Ad �16d (ICI) SAWN LUMBER SIZES LU24 24 1?Xr. 3X I 4-111d 4-16d 2-10dx1;;, 2333 245265 445 530 5101 fi14 555: 665 Lowest 2x4 1 i lis?•1 to 1;•',, 4-1 Od - 2-1 Od 3850 4135 490 640 735 8001 - +3 • ... ._.. _.. _.. ' H U24 16 1;Y, ' 3 1Y. 4-1 Dd 4-16d 2-10dx l�, 4117 240 290 445 530 510,..610 5551 665 +67 q; HU26 t4 1!X: f 3�,. 2, ; - 4-16d_ 03 2.10_dxt_2.10d.145270 240 - 290 - 535 615. - 670 +295% • i)HI ! LUS24 ? 18 3:; 3;, 2 - 4-164 2-16d 33 440 44U - i 765 880 96D l owfeil % 2x4 I U24 7 16, 3% 3 2 4-l0d 4-l 6d 2 10d 4117 295 :1,55 4451 5;10 5:10 fi 10 S5b 66b 3:3'!,. ' HI1?4-7 1.1' 3.K� 3.4,, 2:; 4.164 2 10d 5270 300 160 � 535 615 6/U 1 240 Al g LUS26 18 1 i„ 4 1,✓, 4-10d 4 10d 5167 ; 930 i 1115 830 _ 955 - :1040 - Lowest _ :10 LU26 20 1',;, 4% 13 6-iGd r5-'i 6d 4-IOdxIX 3217 490 ' 565 665 800 765 920. 830 1000 +6%! 2x8 U?{I 16 1;.1,; 4y, 2 6-10dI 6-16d 4-10dx1Y, 4950 480 i 575 665 800! 765 920 830 1000 +43%! 0 5.7 . HI1?6 14' i';;,, 3t,',• 2Y.: - 14-16d 2-10dx 1 k 5270 240 290 - 535 - 6151 - 670 +17 %: IIUS26 16. 1!„ 5;5; •-3 114-16d- 6-16d 100001 550 I'll - 2565. - 29W, - 3205 +276%- , _.. IIJS?6-? 18 3�: 4:,; 2 - i 4-164 4-16d 6076 1140. 11651 1000 1150 1250 Inwmi URL 11;EJ 7 16 3;,, 5 2 ! 8-100 8-164 4.10d 7033 5.90 710; 390 1065 1020 1225. 1110, t:r%) 2xfi HUS26? 14 3;; 5-, 2 4 16d; 4 16d 8633 1080, 1236; 100b t 155 1255 1 17"% IIU26.2 Mir. 14 Z': 5r, 2Y. 8.164' 4-iod 94/4 60a 0h i 1070 I2r15 1340 1 13:i'<:. IIU26 2 Max 14 3: fir,, ".Y: 12-16d 6-10d 11383 905 1085 - 1610 - 1850 -- 2010 ♦?FA' LLJS26-3 t8 4A 4.4. 2 - 4-16d 4-16d 6433 1140 116S1000( - 1150 - 1250 JPL 026-3 16 4;.1 4Y 2 A-IOd 8-16d P-10d 7033 295 355 890:1065 i 1020 1225 1110 1330 246. HU26 3 Min 74 41X, : 5x 2Y, 8-16d 4.10d 9474 . 605 725 - 1070 - 11235 - 1340 `( 15026 3 Max 14 4 5!; i 2r - 12-164 6-104 11383 : 905 1085 1610 - ( 1850 201D L US?ti 18 1'.,', 4':; i t;!, 4-1w, -1 4-106 5167 930 i 1 1 15 830 955 1040 Lowest LIJ?b 111 l;, i 4 ; i i,v, 6 10d 6'16d 4.1Mix llr, 3P 17 490 � 565 66b 800 /6b 920 830 tUW +6'1. LUS28 18 1+;,- i 6'� 1:+ 6.10d, 4-tOd 6067 .9.30 11115 10155 191!:1 tall} 1!a 2x8( t U28 20, 1 iz i ti�i, 1 x, 8-1 Ud, 8-164 1 6-I Odx t r., 4017 735 I 850 A90 1065 1020 V25 1 1 1 U IJ(K) r J9 11'16 16 1.;., 4;; 2 Fr-10d 6-1lid 4-10dxIX 4950 480 i 575. 665 800 76.5. 1Y20 8.'50. 100(1 1 43'"- I IU28 14i 1'G. 5%i 21. 6 t Fitt. 4-1 Odx 1,w'. 61583 480 57S _.• 80b 9?b. 100.5 1 lS1 14. HUS26 113 1; 5, 3 14 164 6-16d 10000 1550 11550 2565 2950 3205 /276 .r/ r 11115?8 16 1;.: 7 3 27 .164 8-16d 1316/ 2UW ?OW 3565! 3700 3755 1 4011 tOrin-? 18 3X, 4?„ 2 - 4-16d j 4-1t5d 6476 1140 1165 1000 - 1150 h1250 Lowest i 1 1)528 2 18 3y 7 ^c - fr 16d 4-16d 7750 1140 1165 --.•-1265 - 1455 -.•I 1 SW •. +.8% ... ... DBL; U26 2 16 3X, 5 2 8 104 8.164. 4-1 Od 7033. 590 710 890 1065 1020 1225 1110'1330 +65% ;x11 I IUS28-7 14 3.�; 7,.q,, 2 - 6-18d 6-164 11190 1550 1950 - 1505 - 1730 -• :1885 +188% .---..._.. ....... I IU28-2 Min 14 3,.� 7 2Y - 10-18d 4-1 Od 11383 605 725. - 1340 -- 1540 ... 1167.5 +3.97..% HU28-�Max 14 3N 7 2-r,'. - 14-16d 6-1 Od 14566 909 108fi. - 1!375 - 2155 - 2345 +418% 111L 111S911 3 1 A- 4••; 6i: '; 6 164 4-1 tad 7500 11140 1165 1265 1455 1 b8b 2x8 1176 3 IF, 4:r; 4?. 2 8-1Dd 8.166 2-10d 7(X33 ' ?A5 35.5 A90 106!'1 10;1U`1::0h 11-10 13:10 LU528 181 13.5, 6!-. 1 r &Ind - 41Od 6067 930 1115 t055: - 1210 - 1320 - Lowe�tl ....... . .... ....___-----1 1.. L 1128 'L0! 1w,,, 6;;, IA A-10e R-1 6d 6-1 Odx1 Y. 4017 735 850 890. 1065 1020 12251 1110 1300 +13 %; i 1US210 1U. 13, h-};,; 1;; 8 1 O - 4-1 Od 7750 930 1115 12751 - 1470 - 1595 - +t5% ?x10... 111210 201 1:',,, 7 I/ 10-I Od 'I D-1 6d 6-10dx1,y 6250 735 ' 850 1110;1330 1275 15W 1390 1660 +28%2 ................ U2 t U 16 1:4,. 71 V 2 10-10d 10-115d 6 t Wx t,r. 5583 720 865 1110 1330 1275 1530 i 1390.1660 +76%; H l l?I U : 14 VS.. 71;, 2i; - 8-16d 4-1 UdX 1 K !3474 480 575 - 1 1070 - 1235 I - 1340 +225 . . ; - HUS210 16 1,:a 9 3 30-164 10-16d 18833 2845 3000 - 3775 - 3920 - 4020 +460°je1 1 11•S?8? 18 3.1', 7 2 ti-1 bd 4.1647750 I 1 140 1 165 - 1265 - 1455 - I SRS i L owf-1 I115710'; la Jt,: 8.164 6 16d I0%i 1710 I/4b 1765 2030 S'?lU: , 34'w fm U210.7 16 :11;, i8.Y. 2 14-IdkJ 14 16d 6.10rd 11000 890 1 Lkib l bbS 18W'1/85'2140 11140 23:30 r 88'% ^x l ll I IUS21 U•2 14 3�„ 9--l' 2 - A-16d R-1 W 1455E1 2160 2590 2010 2.110 2510 •217'4. H1J:10-';Mot i 1431E 8•},,, 2:, - 14-16d b-1 0d 14566 905 1085 1875 215 Ci 2 Y75 +441 110;110-';Max14 J},; E0;j2?. 18 16d 10 10d 15166 1505 1810 .2410 :'r/5 :3015 1 4b/', 1 US28.3 18 4 ', 6; 2 - 6-16d 4.16d 7500 1140 1165 I 1265 - 1455 - '15 iPt LUS210 3 18 4% 8;(, 2 8.164 6-164 7500 1710 1745 - 1765. - 2030 - 2210 2x I0. 0210-3 16. 4•.;; !1, 2 14.104 14-16d 6-1 Od 11000 890 1065 1555 1860 1785 2140 T940 2330: ` y IIU210-3 Min 14 4i,,.- 8!j�21 - •14-16d 8-10d 14568 905_1085 - 1875 - 2153 - '23451 ' . _ ......... HU210 3 Max 14 4,i 8%,, 2u - :18-16d' 10-10d 15186 1505 1610 - 2410_- _2775 — 3015 b. 8 :.10 It'll 1:)t+,c: 235OU i:?t3.•3b• :3430 5190 b97U 6490 4385 5040 5480 . tlkt rammrnt:;Ids or Ifill sinkers(9 gape x 3-.'--*),nay be used instead S MIN nadin0 gnlntrcy and loan wars-till,,It:rnlrn1••f,ks of rho!spr.•I:ified 16d nails at 0.84 otthe table load valim. MAX nailing quantity and laud values••-fil a1 moor anc trianah hnw: .0w 2.1611 s+nkers i9 iJauge x T.-0 may he tweri instead of rhe gxlciliel 6.OF/SP loads can be used for LVL.See page 5 for headers with reducad IOU eumrnuns with iro road feduclion. eapeoity due to installation with diflereal nails. 3 Hood Mads Jfc 125°4•ul tluor loads unless limited Uy ultwr witeria. 'I Wirt loads have UI•en 111MV,med 3r,and 60%lot carth4ilake ul wind llanfles do 11Ut have an limhilled Crcit,p)d11c 1 n t,;;;.('";;';;, ;'; :;; ;1 • blalilml::gilt'nn further increase allovnal.Hlxhuar by 3. dnd 61Y%fol narmal loading Fnr.h aS I,1 I;.if11111SYtll CO115Sr,rCt,011. 81;+)4 NIP: I JACK3OW'-LLE, EL 32220 0r r CITY OF ATLANTIC BEACH , BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Ct.. Date: Job Address: 0 Owner of Properly: 4r,,, f 4d l)�4 -TnAA tsS Address: le�00 C4; g*A- hkhoo -." &ea`� c Telephone: Legal Description: Block Number: Lot Number: �� Zoning District: Contractor: 14. 4 1. o A)O . State License Number: �5�4 e/96-.q— Contractor's Address: Y�� Aall001a Telephone: q q— 7S'-9- /.3&k 1 VFax: (f�� Describe proposed use and work to be done:X G2 Re n Svc c� co, #'Ovrj l Present use of land or building(s): // Valuation of proposed construction: /,'�!� ` What are the dimensions of the*=rp-a'ce: feet x 30 feet Will the added area be heated and cooled? �'a New electrical or increase in service? VQ New plumbing fixtures? VU New fireplace? � New heating/air conditioning? PVe) Is approval of Homeowner's Association or other private entity required? kVa If yes,please submit with this application. Will,tlsis project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. aNO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 .Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations:include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: Date:_ ¢ .Z r/ I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and colect and that plans a supporting data have been or shall be provided as required. Signature of Contractor: Date: -S�dJ Address and contact information of person to receive all correspondence regarding this application(please print). Name: ekL b 'f(2"� I 0V Mailing Addcc�ress:yq(D`1 AQ )f�k2QU �� )( '• � 1.;L Telephone:/VFax: I� J '7b'6 ��G 3� E-Mail: GCJd� CD��s�-r�t� i i1'n ZdcV AS TO OWNER: (� / Sworn to and subscribed before me this f day of tL� ,20�. State o 16VIM tn�l�u ��LL pap 10 O i� c 9002'ZZ r.udv mnfig ' b6i;0llacc#missttu�o3 o Notary's Signa ` L BAUD 'd UOMIS �iiu E I Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Swom to and subscribed before me this 3 day of .2003 . State of Florida,County of Duval Notary's Signature: aUAU►', ryyfi,I MAUREEN I(ING ❑ Personally known� MY COMMISSION it DD 095084 Produced identification EXPIRES:March 31,2006 BwwedIhmNowyPW*Under~ Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.cl.atlantic-beach.fl.us Page 2 Revised 1/14/03 ,I s � 4 Irk 4 <R < l , � d , m Y '� r. �p Rh ..' a •� .. 9 x �°y. � � ..,.,, ... _... _ -.,+. x�� '�.• ff "«' Rte• �3f � .,wi'} J • a• � � t y r s ' * 9 t »r _m -... �..,,,,. w 77 wTM � L .vc. .a rte•.+. '^'::. .. "�. „��•"�"���`'r%� T 'sed "� _�,��� x� �.�M� o�e.a.�,, �},.� `� ; 4.� �"`�.�•r R"�.'�i Pf. '.�e %x¢ s �; v :,.,a, k y�' 4 -. �'4'r� F r Ati ti �4 �x 3ti"�ya T ef*�4, ,6.. •ti � ':�• ,. _._.,,..-�..�.rx• 4 �, `xi•',1'',:��a _;�.r"�7.*� e} - .. ��s•e~ < .,�� 'P ffi , , r M1 T v4e � T- e w^T .... T' .. '• i til., ....� ' ic aW 1 y_� :Roof Overha �F Existing House Remove and Replace Water Damaged Vlco&liding Glass Doors Per FBC 2001 ( See Details) Note: Balcony is Approx 28 L.F. in Length Floor Joist 2 X 8 Typ. 16" o.c. Existing Balcony 4'-8" Balcony Repairs to 312 4th Street Sliding Glass Doors Existing Concrete Footers Existing 8"concrete Slab , ( N.T.S.) 312 4th Street Atlantic Beach, Fl. Dated: July 27 2003 REN# 169812 0000 Legal description: 5-69 16-2S-29E Atlantic Beach Lot 5 Blk 5 Section: 16-2S-29E WORLD CONSTRUCTION CO.,INC. 8464 Mallory Road/Jacksonville, Fl. 32220 CGC-1504962 b o a L7 � � o N � � U � � Z O U � � M a\ d- -4 o Q 00 ti d- Ln a� 0 -� O ct 0 Ln En � o � w td � Q � � � U Q Q ( Approx.5 feet Veta;j A 2X6 Top Rail 2X4 Stiffener Top and Bottom 2X2 Picketts 4"on center Pressu e Treated 2X6 Double 3 ch DeckL Wall Flashing Scre 'Deta%7. Pressure*raeted 1-416"on Center Double 2X10 n 11 DetaaF 'Det 'Detail D 24-Joist Hanger Bolted Connections HOUSE- TreatedTN Post _ 2X6 Nailer Nailer to Wall (::Approx-8'- ' X4 Concrete Anchor �etaiL C E ox Existing Concrete Slab r , Concrete 4th Street,Atlantic Beach,Fl. 7/16/D3 N EW D E C K WORLD CONSTRUCTION CO.,INC. -- ` Prudential Realty 8464 Mallory RoadJacksonville,Fl. 32220 904-759-1266 ` � 1 Va.� L17 ` oLo } / RI y rn.o E9 Q' CJ o CD Q > c ;Q.a�c IDD oaas � "� Aav+i = LE o 112 a f O d Z _ S661 Judy`Ono HangersFace Mount Lumber ;t Dimensions Fasteners flown Doug Fir Larch/Soetbera Pine Allowable Loads Installed Joist Model Avg Uplift Fioor 100. ...... _.. Cast Size No. Ga I W H I 8 Did Joist Uq (....) Stlow----- Roca(viii)_ Index I• (133} (150) 100 16d 10d 16d lOd 1 16d (ICI) ,mowSAWN LUMBER SIZES 1 1 LU24 20 l IX,. 3Y 1Y; 4-1 Od 4-16d 2-10dxll;; 2333 245 265 445 530 5101 610) 555 1 665 Lowest 2x4 I t 11574 to 1;',. 3Y.; 1:. 4-1Od - 2-10d 3850 465 _ 490 540 - 735! - SCO i - +3'0, • �11 U24 16 1,-e 3,x 1y,. 4-1 Od 4-16d 2-10dx1;; 4117 240 290 445 530 510 610 5551 665 +67'0 . HU26 14 1':G. 3};,. 2ii - 4-16d 2-10dx 17, 5270 240 290 - 535 615 - 670 +295°6I - - -- -L - _ I)HI ! LOS2.1 ? 18 3%„ 3:, 2 - 4-16d 2-16d 5303 440 440 -...I 7135 880 960 l owefil f/ 7x l I U24 7 16 3�„ 3 2 4-10d 4-16d 2 l Od 1117 295 3.95' 4451 530 510 610 591 6&1 1 33 HIJ210 1.1 31;, 3>;1: 2 4-16d 2 10d 5270 300 360 535 615 610 1 740 L US26 18 1i9;, 4.,!/, 1 y:, 4-10d. 4-10d 5167 ; 930 1115 830 - 955 - 1040 - Lowest l 026 20 1 S, 41'; 1;5 6-10d 6-16d 4-I Odx l 3217 490 ' 565 665 800 765 9201 830 1 UCO +6%. ! 9x6 1,126 16 1'X1: 41•, 2 6-10d 6-16d 4-10dx1Y2 4950 480 1 575 665 800 765 920 830 1000 +43%! HI)26 14' 1"1; 3k1. ?Y.. - 4-16d 2-10dx 1 r: 5270 240 I 290 - 535 - 6151 --- 670 +179% HUS26 1 16 1'.!" 5•,; j 314-16d 6-16d 10000 1550 1550 - 2565. - 2950 - 3205 +276 9'6 I IJS'Tb? 18 3.k 4:,,i ? - 4-16d 4-16d 6076 1 140 11651 1000 - 1 150 1750 I owcst 61'111 2 16 3l; 5 2 1 B-100 8-160 4-10d 7033 590 710 j ROO 1065 1020 12'5 1110, 1:130 6`," 061. HLJS26 2 14 , 7i;;,; 2 4 16d 4 lfid 8033 1080 1235 j 1005 1 I9b 1259 1 172 2x6 I I1126-2 Mir 14 3.: ;, 2y'. 8 16d. 4-10d i4 ( (7( 13,110 1 733` IIU26.2Max 114 T- 3: 2E 12-16d 6-10d 11383 905 1085 - 11110 - 1850 21110 +?54 LLIS26-3 18 4;;; 4r. 2 - 4-16d 4-16d 6433 1140 1165 - ; 1600 i - 1150 - 1250 1 IPL U?fi 3 i6 4;. 4r; 2 8-10(1 H-160 ?-10d 7033 295 355 890 1Cfi51 1020 j 1225{1110 1330 �.� +" 2x6. HU26 3 Min 14 41};;, 1 S}, 2y;: - 8-16d 4-10d 9474 . 605 725 - 1070 - 1 1235 - 1340 H1.126 3 Max 14 41Y j 5)z j 2u - 12-16d 6-10d 11383 : 905 1085 - 1610 - ; 1850 - 2010 t LOS26 18 1':;, 4 1!!., 4-10(1 - 4-1Ud 5167 930 j 1115 830 955 1040 Loves( L1126 ?U 1~S. <l?: 1Y. Fit Od 6 16d 4-1 Odx 1 S;. ;1217 490 565 665 800 /65 920 830 1000 +5 LU518 18 1 j Fi'•„ 1t• 6 1Ud! 1 4-10d 6067 930 ( 1115 1Oiti - 121(.1 - 1:;2!1 -- 2:i'^• j'lxN l(125 20 1 8-1 Od 8-16d I fi I Udx lk. 4017 7:35 I 850 890 1065• 1020. 1;?1S 1 1 10 1:)0[1 }!) 1176 1(3 1 s 4:; 2 6-1(1d 6-1 Ijtj 1 4-10dx li'. 4950 480 I 575 6651 8(0 765 920 83(} 10(X1 43 .. I IlJ2E3 14' 1+;;, ii, 2 6 l fid. 4-10dx t Y. 6683 480 575 -- 80b 4?s� t 005 1 7Sl"... 010526 161 1;; 5., 3 1416(j 6-16d 10000 1550 1550 2563 2950 3105 t 276'••, ./ IILJ528 16 1,+_ 7 a -27-1 Fid 8-16(113161 2000 ?000 35851 3700: 3770 1401}'<;: I1U,26-2 18 3y,; 4;, 2 - 4-16d1 4-1bd 6076 1140 1165 - . 1000 - 1150 - 12501 Lowest 1 1.IJS28 2 18 3}4 7 2 - 6-16d 4-16d 7750 1140 1165 - 1265 - 1455 -..[1585 +8% . . ... ...... OR 026 2 16 3};;, 5 2 8 1 Od 8 16d 4-1 Od 7033 590 710 890 1065 1020 1225 1110.1330 +65% 7x8 I IUS28-2 14 30; PIX. 2 - 6-16id 6-16(111190 1550 1550 - 1505 - 1730 ' 1885 +183% IIU28-2 Min 14 q„ 7 2Y. - 10-16d 4-10d 11383 605 725 - 1340 -- 1540 ••• 11675 +397 HU28-?Max 14 3Y,; 7 2r; - 14-16d 6-10d 14566 905 1085 - 1875 - 2155 - 2345 +418% I J'! I US78;i 18 4--j. 64 ? 6 16d 4-16d 7500 l 1140 1165 12651 1455 1985 2x8 IJ26:1 1 F) 4:.-1 4-_ 2 8-1 Ud 816(1 2 10(1 703:3 295 355 890 1065 1 1();'(! 19?5 7 1 11) 13:10 LU528 18' i i� 6-b 1?, 6-Ind - 4-1 Od 6067 930 11115 1055: - 1210 - 1320 - Lowest! 11,128 20, 1;;,; 6!,, 1;:. 8.-1Od A-16d 6-10dxl rr, 4017 735 1 850 890, 1065 1020 25 11110 +13%; r - . 35 8 .._.__.....;._...... . 12 1300 l.US210 18 1•vt 11N'; 1;-; 8-10d - 4-1 Od 7750 930 11115 1275 - 1470 - 11595 - +t5%I 10-1 Od 10-1 5d 6-1 1)(1x1 Y2 6250 735 • 850 1110 j 1330 1275 1530,1390 1660 +28%; 1.1210 16 1;;.. 7,`;., 2 10-104 10-16d 6-1UdxI?,'. 5583 720 865 1.33.0.1.2.75. 153413.90-1.6.60"..'+76%; 1110; 1 H1171(1 : 14 1`li.. /.'•;1 2i; 8-16d 4-1Udx1y- 9_474 480 575- - 1070 - 1235 1340 +225%. HUS210 16 t;a 9 3 30-16d 10-16d 18833 2845'3000' - j 3775 - 3920! - 4020 +460% 111S78 l 18 3,!;; 7 ? b-16d 4.113d 7750 1 1 140 1 165 - 1265 - 1455 - 15415 i L owtut 1115710 2 1(i 8 18d 6 16d 10(X)6 1710 1141, 1765 2030 7710I' 1 34'•, 081 U2102 16 :3);, 2 14-10d 141Fid 6 1 11000 890 1Oki6 155r, 1860 1/85 2140 1940 2330 88" 2x10 IIUS21U-2 14 3}, 9'i° 2 - A-161 A-1(d 14550 2160 2590 2010 2310 7510 • 217 H1J710-7 MITI i 14 34, 8't,, 2;. - 14-1bd b-1Od 14566 905 1085 1875 21'>35 23.95 +441 I 161'7111-7 Max 14 3}.' fy:;,; 2:-: . 18 1(id 10 1 Od 15166 1,505 1810 .2410 71'75 :3019 r 4b/', 1US28-3 1A 4:-, s; 2 - 6-Ifid 4.16d 7500 1140 11651 - 1265 - .1455 - 1585 T 1'l LUS21 U 3 18 4% 8 x;, 2 8-16d 6-16d 7500 1710 1745 - 1765. - 2030 - 2210 2x10 0210-3 16 4' /;•., 2 14-i0d 14-164 6-1 0(1 11000 890 1065 1555 1860 1785 2140 1940'2330 lIU210-3 Min 143 4 iy_.8'•.i_ 2s,._...- '14.16d 6-10d 14566 905 1085 - 1875 ••- 2155 -•- 2345: - - •': HU210Max 14 4:;,, 8�;;; 2; -- '18.16(1 10-10d 15166 1 1505 1810 - 2410_ _2775 3015 nit': I I 1J ;ii 11.11 10 l+a: 2;150(1 1('855 3430 5190 5970 11490 4385 504) 5480~ ' 1610 rnmmon�•otls nr IfkJ sinkers,i9 gauge x 3::1 may he used alstearl h MIN nailing quvnt!ri and Oat]v3:uer.-till:111:011114'•rdu: Pit Un:sprx:ified I6(J nails at 0.84 rpt the tattle 1011 vahu:. MAX tailing quanlily;Ind Iwiti values.-fit A rnuue anc tna'ali,hnlos :✓ 2.1&1 smkers i9 gauge x 3'•'+')may he used insicad of the gx!ofied 6.OF/SP loads can be used for LVL.See page 5 for headers w*ith reduced IUd.,unirnons with no orad m(hic.lion. capaCitV due to installation with different nails. 3 Hotel Inads jfc 125'1.til fluor loads unless limited by ulher 1:rih!ri3. .1 Uplift load:,have brti:n Iurrimsed 3:i°',;end 60'4.lot earthquake of'wind llanders do sat have:an Insl.dll!d Crvil,llitlax, In3diml::•ilh nn further increase allowl!d.Reduce by 33'.',nnd 6(''°fu. normal Inading roch as ill canliluvrr construction. CCAPS Tltr'.rjC,,lLnr::'1n':I1C I:f.•I1r1f rtln1l.-If? %y>'to l 4:x n0^t o 3 px.S to 1 .� . ?.:)0::1.11:0.11:Ir`.:Ileal lial-Ing IJLi[:'i•rCtt !;.:a111 aed Past uiviS.b;lll l: r _ - •--• .. ;1•::•11!1•! II•n I)C:;lllic:illlu:.I:.I,d uw::usi Pu>:I c'm hake"m ligllf I BCS2-2/4 II MATERIAL l k ir<::al` U.S.Patent Nos. FINISH `_;,ll:.,I-•:11 ' 4.480.941 and IHSTAI t ATION JI ,a,r.'n::: I,r,::u:r'. Sil:i:Gwin!A Nu:a. I o•,. I 5.503.580 •!;(:-; .7:,1,11 tl:;+l r u,u ,u I r.':I:II. Inr,! l,id;,it au,rlu)le Ilnu<1{lh ao g rl„,'•:; Canada Patent Thr,h4sim ran IIIc lirca hr'bt•.:.In:n.h,e':s I1R r,Ih<I,Ids °� ::a"r 1,193.418 .,.. . •R(:'Irs1,l I :I 641 r.r:I•n•I:;n::,::I Iiii1.:?I.' nail har•rlel [1.111" •P•iul TNI nlua:rI Il'i' -I!:I 1q, ,1;111111 d n s1a1181raI's Surf as "S CODES I?r'.(;A. •::R0 ;;3i;:: N.--R 171. Ir;.RO 7:Cif--.-rit I A lilt?507fi iux,,p!Il R60i 14CUA 4r' {)il3C::;) f73t1'o CIl I I I'o i14_f)r'13.0a i ' `:. fI iI BC60 Typical BCS c;`� * I Half Base Installation I 0 v; .,'r�F1 (other similar) Allowable Loads Dimensions fasteners(Fath Side) Uplift Model (133&160)' I.I Fr.,- ;, Na- Surface Surface Surface Aug W, W� Ll L, N, H, A 8 Olt Uplift Lateral , CAPS RC1 a..;,. 3:s. 2::. 2;:; :3 3 3-1 fid :3-1 fid - 3100 980 1000 Ar-Ir, „ 51 2;;. 3. 6 16d 3-16d - 3100 9f30 11}00 BC8 RC4R 4 4 4 4 3 3 6-16d 6-1 Gd - 3100 980 1000 Cap/Base . SIT) 5 5. 4 1'.. :1;. 3'. 6-16d 5-IGd - 4700 1060 9000 ' PSrr,3 i, G c; C. 3 3 s-I cd 5-16'xJ 4701 1050 2)(x50 fiLe > . /: /'.. •1 6 16d 6.16d 56UU 1800 2000L, "-a �.bCC112 2::1 :3:,. 3::. ?c_ ?. ?:.. 2';;, 4-10d 3-1Od - 9697 780 1095RCI)3:6 •1.- 5s. 4'. 9;•: 3r; ' i6-16d 3-16d3000 800 1465 �8ASE5 lC t(1 3,, - 3 o-, - 21•. - 3-16d - 4-16d - - 535 ::I.i r,:arlm 1 - 1 - 3 - 1-16d - 4-1Gd - - 535A3 'I-I rid 4-16d 5:55;'.PN) 5, - :, . - 3 - r-lex.) - 4-16d 5:55BC43l:i.i)I: 6; (, 3 6 1Ed 4-16d 535 Cap/$a1 .Ib:r:Inc:I:,,ula Irrdc::•;t ,u.:r.a c:'3.)''.aur it,*'.l it-.itlhgtake ur tr:nd i,4n)uI(IuI 'r':�-:I uu.n::r.:::II, ;•ra I-A we l:)r 011or 1,:•111 dtu.l::nc..u:::ol lilt]Lr'le+I•inbt.LCC COLUMNLALLY I:ill+;ritluru i 3t I:;l:nr.+r,!r ii(Itiglkilra heii'Inr;Irnpht _ yd Fill 1,111 r girrlcr rlllair,n:- r• MATERIAL W+Goll - FIHISH-it ngsrlli:Ira parlt LCC5.25-3.5 ' INSTALLATION -lLit. if aper-d:rd lanleners •r' lu: Lilly ix:bu In rap avvi Itis laliv r.-hnlln .n•r•,nli¢:I:lu II•,:unite:. -��.. I', / i - J � Lally Allowable Loads I I owls ma•,lint lip.IIlr:rem`:prt -- Model Column kIt:r;n I II nn 1r:,Id nu No. W Girder Nails Outside Download Fl7 ;ala+u rhle lcods.Ic rloha iannd Dia OFtSP/SPF LVUPSL (133) (160) U nu I-. J,;sl ul I'tpnhg _ Inatt:c us 1111!r.:Ig.A k) ^',J:,.l �.. 1(1,1S-3:, 4 1 riple?x I Or 19 fl-16d 3.1., 150190 - I:345 1615 1;)r SPE.675 ic.i'm 1; and 700 ` I i;C:1:, 1 4 1rtple 2X10:12 8 Hid 4 201570 1:3•'15 1615 I•:d I1`,;I'til.I1I ul, r:1:,11' Typical LCC5.25-3.5 - r:r.nor'::ap'r.JI1-; ICC6:i i 6:_ Quad 2xIOil 2 8-Itid 3�.•. 15820 1345 1615 ) I u,:d::tri Ipr a cr::aiuuu;r;Ccau, Installation connecting L=4 6_ Quad 2xIall 2 8-16d 4 20670 1345 1615 4.Spliced conditions must be detailed a 3 ply LVL and a 31h" ICf::3..,:i•.5 :3 3.5 LVL.-PSL 8-16d :3$. 15820 1345 1615 by the specifier to transfer tension diameter steel column leads between spliced members by It, n LCC3 5 4 •3 3'+LVL•'I ISL 8 16d. 4 20670 1345 16 V) means other than the Pally column. �'L''L LCCb.2b-3.5 5s. `).25 LVL•'PSL 8-16d '3v, 15820 1345 1615 The splice condition load Is 6151)lbs 3CC per beam side and the tally cap most I CC5.254 Vii;;, 5.2S LVLiPSL 8-16d 4 - i 20670 1345 1615 be evenly loaded. ,hl,il ��!'c 1 �,,,. L��, �L ,,LL2O IQ;I /'.. /I VI,•'P`;1 N-iod :3', 1`)420 1341) 161S !4 Tn a•-hie:•e xeral lnaas.ICC p:pr 11111th Ile ssdlrle lu: r:o1..Inn uI 9014-786-03 5,36 1Cl:r'4 T I Vl Nfil H liirl 1 206370 1:31:, r6315 11110•::eh):nauni 1h. r till pq,: ADJUSTABLEAND • The AB is,1 folly adju,;lable post base>,ihich otfers nloistllre prnteclloll and finished Post Bases Provide teslyd cap,n:ni+. 1 III!.Y IeaU,ri! 1'standoff hrir ht � abour rnncrele floors.codf, required Than supportintl pe.rtrlaflant rnr.t,.urs;hal We exposait to the;Yrither or v liar, la,h,nl in 41-"" ' Casen,:nts.Tnay redur..e the polenllal for decay at post and r.611ri111 ends. MATERIAL:AB 12 qa places. 16 qa base cover:all others sec table. FINISH-Gaivani7cd.Some,product,available in Z-MAX; E " sec Corrosion Resistance,pane y. r INSTALLATION:•Use all slxlcilicd tastenE:r-.;.See I;enecrl P1tNes '`:��- Y•'k ABA44 . •Not lecutlrinended for non lop r;llppulted inslallaUons �\�yt suc!1 01:;fenr,9;;. �t (other sizes similar) \. U.S-Patent 5,333,435 ASE44 •PBS clnbr.(1 elle'e.'et t:anrlclE:up h)the botinm of tha 1"stand(lff \ '� ,, tia;u plate.A 2'minimum side cnaar Is required to ohtain the full lludALIwi.iltiutif;,,nd I,GR. ABU44 supollud':dlrl Iccl:ulcJnl,l c:a:,l'•rl. Inad tar t'Hti Holes in the bottom of the PRS straps allo:Y for tree (other sizes r.,:ncrete flora. similar) ABU88 �� Ll •AB--Post nail holes ale shed fol 10d commons. Rectangular adjust- m ' ille:lt plate 11;slllims' dw illichnlage.'Sopolied aS sh0%ltl:poslllan the post.%'!cure the aasy-uc:re!;c rrui.then bond up the fourth side. •AB ABA.ARF and ARIL-lar pre-pour installed anchors.for epmoi or C • m :;rdge anchors. ,elect and install,x:Corticny to allcllol olanufacturer s T ,.r. rc;:omnlendations:anchor diamEacr ,'`4f• i sht::m Ill lahlc. lw;I;lll Ir.nuilyd washrr; 2load r,hir;h is not iur.lu(led for ABA-,; - transfer - _ ,,•�: •SICo SIMPson Anchor S stems for y plates <,= •'.'4^iY'- supplied lested•loalt rated ant.hors. COOES ROCA ICHO•SHCCI NER-:393, NFR.-122. WH-432.NEH 469. NER 499; ^_ . ; Typical AB I1380 5164. -50 o1 I.a RI3),(e H F? tl '� Installation }}}} I3H 25(161.?50l4. 7:)158: 11,1(1t: i .,�,� ' , ;r?Fl.99-0713,05(ARA.AnFI, �r,;Ml'„q� 00 0512.11 :ABUT 1. ' Model Dimensions ; Allowable Downloads No. W L (100) AL144 :3 AE-44R d 4!., 406b 1U;-14A•1( . laai _ ;+l{ s" r 4165 I' W+ILLnI : A846H 4 6� 4165 - A11,r.: 5E. Ata W.1 I+.�3319f 1 i %IUrt R 6 U 53:15 Typical PBS44A Installation �a: .' Can be 'dp Typical ABE46R Installation for `N installed on I u:nit.may m,l b.'wr.la•;:::I+t:•1 rough lumber(ABE similar) existing Slab Material Dimensions Fasteners Allowable Loads Nominal Uplift P ( 1 P Madel Post Post Uplift 133 Uplift 160) F�(133 b 160) F2(133 b 160) No. Base Strap W L ' H HB Anch. Bolts Avg Down Size (Ga) (Gal Dia Nails Ull Nails Balis Nails Balls Nails Bolts Nails . Bolls . (100) Dfy Dia U4 1 1(i 16 3--,. 3 t;. - 555? o0 h5S 60100 All 41 4x4 16 16 3 t . :1!.. !.. 6 1(kl 1893 520 520 b66_`r AMA, •1x1 16 12 3':. a 1>.: t?-1611 2 7833 22200 1800 22001 2160 6665 ` Ws-14A .1)(4 1:' 14 J.-... 23. 3'..it 1 7 1Fx1 2 77',.33 1400 2,100 2400 2,100 1166 230 Ali:, RBr, Wiw) - AUA44H HGH 4x:1 lb 16 4.,,, 31;; L - y'. 6-t0d 2120 5.55 I - 555 ` 8(00 - Ah14411 RGI I1x1, 16 16 4 :3�'. - }, 6-10d 1893 400 j 400 -. - -- 6665 tiRf46 lxE3 12 16 3'•.., 8 IGr3 til('/ 810 - 810 PIIS-1i: 4x(; I,, 14 :ice: 2t; 3:;4 1R 10d 2 773:1 2400 2400 ^400 2,100 1101+., :36(1 HAS, 88!) 1),33f, Abi-41J. 4`6 14 14 3.., 5'.i, - 8-16d - - 296/ 700 7[HI id1.1•IE 1x6 I? 12 3 • 5 ? ;, 12 Kitt ? 8633 2255 2300 2300 2300 AP19.46i P.GH 4x6 12 16 4,i,, b"- .;' 8-113d 5167 810 i - 810 ABA46R RGH 46 14 14 4i,,; 5.i„ :' 8-16d - - 2967 935 - 935 : PHixdi F,xf) 12 12 5Y 2t, 3+ 14-SBtI ? 1;.1100 2WO 35[30 31(30 10(H) IH(i+ +7.' I:'Ofi 1!lx) 9+art9 itCiaih 6xG 1•1 1.1 S!, !,." A 1 b 3050 720 /20 10(3[3.'? A9;f:b W, 12 14 ,;. b,.. 8 'fid 4833 900 - 900 12000 0I66 F>xG 1? lU Fi!: !� 1'.; V-16d 2 8900 '2-.300 230() 2:3(10 2300 - - - - LiCAWJ AdAW. RGH 66 14 14 6 `r.;1 :' . 6-16d I..- - 3050 9855 - 985 - 111ifi.', (� AULLgiR RGH tixfi 12 14 6:6, 8-16x' - - 48339 900 - 900 ' - - - 16L r D CO i',1 jf2M i O N CO. AdIJ88 8x8 12 1.1 71:. 7 2 18 166 12893 2320 -- 2320fw1�l 5=.0 trl-t, RD. A1311813R'RCH8x8: 72 14 8 ! i 2;%a 18-16t1'- - 12893; 2320 2320 -- - - - f11�3' ,E3Ci«Q vVi l y 32223 ' Iq,hl a'u1 Odcl:d ;,aus h,lu2_ pn cue rased 33', ind[i(1' 2.ngw•nloads may not S$nP,Cl11?r to IP.SIt)n CRIT"71N tOf 511 1r i��1LIP; f.,I r..1-'h(iii4.,;u'curd Icod ur im r r?n I. lu':r;e IrC'Cd5e ullo,:'ed. n: Duca%,»t for 1 AUl18N and A8lft3Rl1 nlav hr,ins.la;lrn'-:IIIs�t 4-73D-3L lot numr.il'aadrro short Penn lu;t9vu. kn Ilrr sau,r:IahM!loved Duval County Property Appraiser 2002 Certified Tax Roll Matching Record Cards rage i or i Duval County 2002 REQUESTED BY: Z ZIPPERER RUN 10/06/2002 04:00 5-69 16-2S-29E HOLLOWAY, MARGARET M TRUST ATLANTIC BEACH C/O MARGARET M HOLLOWAY TRST LOT 5 BLK 5 1200 OCEANFRONT NEPTUNE BEACH, FL 32266-6045 STYLE 01 BLDG NO. 001 +----FOP(120) ---+ Bldg Use : 0801 DUPLEX SOH +------30-------+ Ex-Wall 1: 0650 BD & BATTEN 50% I I Ex-Wall 2: 1650 TILE/WD STCO 50 I I Roof Str : 03 GABLE OR HIP I I Roof Cvr : 03 ASPH/COMP SHNGL 30 30 In-Wall 1: 0500 DRYWALL I +-+ In-Wall 2: 0000 N/A interior wall 2 I 12FOP (48) Flr Cvr 1: 1150 CLAY TILE50% I I12 Flr Cvr 2: 1450 CARPETING50% +-+-+ FU01 (1770) --+-+ Heat Fuel: 04 ELECTRIC I I BAS I Heat Type: 04 FORCED AIR DUCT I I I Air Cond : 03 CENTRAL AIR I I I Bathrooms: 002.0 2.0 BATHS 30FOP(120) 30 Bedrooms 04 04 BEDROOMS IFOP I Stories 002.0 I I +-+ Quality 04 ABOVE AVERAGE I I 9FOP(36) Hrs.Spent: 00 +-+-----29-------+-+ Minutes : 21 Rms/Units: 0002 BAS;FU01 (L30FOP(U4R30D4L30) D30L5FOP;FOP(L4D Act Mo/Dy: 0000 R29FOP(R4U9L4D9)U30R6FOP(R4U12L4D12)U30) Act Yr Bt: 1973 Eff Yr Bt: 1985 Depr Tabl: 11 Func Obs%: 00 Econ Obs%: 00 AREA GR AREA PCT AJ AREA RCN ObsrvCond: N/A BAS 1770 100 1770 116979 Obsry %: 000 FU01 1770 100 1770 116979 FOP 444 30 133 8790 PROPERTY NOTES APT UNIT #312 & #310 RENT 795 MO UNIT 312-4/BD 3/BT HS-#310 3BD-2BTHS PER TENANT * REC BLDG CODE DESC LENGTH WIDTH UNITS ADJ PRICE REC LUSE DESC ZONING FRONTAGE DEPTH UNITS TP ACRES 1 0810 APTS <10 UNITS ARG-1 50.00 150.00 50.00 F .17 2 http://pawww.coj.net/pub/property/prc.asp?PRC_RENO=169812+0000&PRC_BLDG=1 7/29/2003 Uuval County Property Appraiser - Parcel Summary rage i or t Owner's Name: HOLLOWAY, MARGARET M Real Estate Number: 169812 0000 UST Property Address: 312 4TH Mailing Address: C/O MARGARET M ST HOLLOWAY TRST City: ATLANTIC BEACH NEPTUNE BEACH , FL Zip: 32233 Zip: 32266-6045 Unit Number: PARCEL DESCRIPTION Property Use:0891 DUPLEX Sale Date: 7/9/2002 Legal Description: 5-69 16-2S-29E Sale Price: $100.00 9 P ATLANTIC BEACH LOT 5 ELK 5 - Neighborhood: 008411 (0800'S) ATLANTIC BEACH Section/Township/Range: 16-2S- No. Buildings: 1 29E Offical Record Book and Page: Heated Area: 3540 10588-2158 Map Panel: 559 4 Exterior Wall: BOARD & BATTEN VALUES AND TAXES FROM 2002 CERTIFIED TAX ROLL VALUE TAXES Land Value: $103,000.00 Taxing Authority: USD3 Class Value: $0.00 IlCounty Tax: $2,051.29 Improvements: $195,400.00 ISchool Tax: $2,494.32 Market Value: $298,400.00 IlDistrict Tax: $946.55 Assesed Value: $298,400.00 10ther Tax: $149.35 Exempt Value: $0.00 IVoted Tax: $173.13 Taxable Value: $298,400.00 Sr. Exempt: $0.00 Sr.Taxable: $0.00 Total Tax: $5,814.64 http://pawww.coj.net/pub/property/RENO.asp?RENUM=169812+0000 7/29/2003 rage t of i 'I 's li 1 i II 306 II it I I I I i s I "{ { II 1693120000 Ii 3m 312 it �I f I 360 { {1 liI I li I 5 I 7 }1 322 Copyright{C)2022City oFJwhmnvilk Fl--�—= 315 Q 43ft http://maps.coj.net/output/duvalEnt—GISMAP29401312519.png 7/29/2003 Map Output rag=e i ui JAXGIS Property Information 454 342 328 324 314 ,i 352: 345 -- _— 455 — — t 347 424 -- 333 325 317 275 335`; 331 _ 363 3.45 --- )K345 In —_ 47 159'812 000 I, I I 3x85 ' '� 4 334 � 332 324 i� 312 ; 3" j 354 ! 358 - 3q 3145 — — i 322 I� — 3l� 317 2fi 15 335 321 I ' 347 j 312 369 I' 349 272 28$ 1, _ — 322 i 314 ' 27i 361 li— 354 332 ' i— _—_ Copyright h{JC)20--C iiy o F.ksclxsonvilk,FI l 1 2.54 Totalat rap food E# Name Address Value AcresNknel egal Descriptions ZoneandUse oning T HOLLOWAY 12 -69 16-2S-29E Notin 169812000 ARGARET M TRUST TH ST 47500 .17 9 4 ATLANTIC BEACH Flood 2233 LOT 5 BLK 5 one http://maps.coj.net/WEBSITE[DuvatMAps/tootbar-asp 7/29/2003 'LV- �f r• �` ,1y� . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD .J ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028021 Date 7/20/04 Property Address . . . . . . 113 4TH ST Tenant nbr, name . . . . . . NEW SFR 1070RAD/3190SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 313748 Owner Contractor ------------------------ ------------------------ HAMMILL, TIM & JEANNE DAVIE, JOHN E. 92 ELDERBERRY TRL 2404 HUBBARD ST. ONTARIO CN K7H3C6 JACKSONVILLE FL 32206 (905) 713-0005 (904) 249-3418 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor SNYDER HEATING & AIR Permit Fee . . . . 135 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 135 . 00 135 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 135 . 00 135 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BU CIA • } CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: - v -O Property Address: Owner: -Sow. Telephone #: Contractor:_S 1v,y3(-/L co Telephone#: 6141-00U Contractor Address: ('u. &ox I48),L -:5NX ,r>C 3adLjS Fax#: 6L,1--�3--7a In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building Electric or site,list the building permit number: ❑ Gas: LP Natural _Central Utility 13Oil (744 - Z 90,l ❑ Other-Specify MECHANICAL EQUIPMENT TO BE IN STALLED NATURE OF WORK 4eat _Space _Recessed entral _Floor 13 Residential g tir Conditioning: _Room a""Duct System: Material FL(,- Thickness K-` ❑ Commercial Maximum capacity 2dOU cfm O Refrigeration New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) I/ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other-Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency CuniJ 7wX;20y2 I-,C4-F 3 -( U(- ;2-n - 2-n -2 201;, -)IZA I /J c,L HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number'Units Description Model# Manufacturer BTU's Agency A 1H wC-uV1 -"gA••t y;,uvo uL 1 K v U 1 k ''Za F &cu>> "L l H/S N7;,f/'/US 7l(Z,&^-f S N•w v I- /! A .el 1/iverA 0 � tJ e- TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road}Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. http://www.cLatiantic-beacL.dus ro iU v1 a) Li Iw H !-r ,, � C) CO a) � , of o .to � C� ?U r1 H Q L1r4-1 to �+ CL f` 'Q tQ coX •i U1 OZ.) S•I a) 4.J H m o 4J41 3 U o r u° H 3 0 f I > r► ..� fu U1 0 N !a O� j ro rts -H • 41 �, v w 4u.1 A O N ° N vjO N W ra H k 09NgEam rc o � - a owrf o w (1) I w s4 vpqa) a k ra tp O M rn [ C4° °° b' � ro p u o o a � 0gjr)H vo U M 41 Nk U O A 4J H 41 R! O H k '+-1 jam, co 41 0 aJto 41 U [ � .aw° •o o ur too � a� .054 DEPARTMENT OF BUILDING 7 CITY OF ATLANTIC BA`H 7 - Ps*2 ' I NFORWIl pN 1 CICAT I CJI' 2NFOII AT I O € fekait :NuOr: 3051 Address* . # FOtJRTIt STRLET mit .T e: BUILDING ATLANTIC BEACH FLORIbA 32233 Clay% of Works REXOVR ..�.�._-- �..«., t��O�I�..0 & i `SON ----- ._- Es + tr< OOLot-lock: Section: ' fr 01�ed Uge SIIIOLE FAMILY` Tv rash#p. RNG Dv1 inks* 664414L' ' tt`Subdi'vi i'On . ATLANTIC BEAM " lE~stittt, tea ,Val $0x00 I nlarov Cost "00 Total I ees 450.-'00' t 0.00 7/3. . Work. 3?'. «" OSE ARAOR, FOOL MIS L7 3i', APPLICATIONMIT $50.00- Ad , Tl � WATER IMPACT FEE $0.00 IMPAC FEE so.00 Ar k ROI OAS-N»I , 0.0 ,._ T IINMRMA ON RADON CAB 5% woo F? �erg MM rtn r r Nme;� O N° +Db2' I CAPI. AL IPR�?'�1�`. € «tSQ Adele ss;* 11'slOAP A�3�IJ A T L CONNECTION 0.00 Lip TICS * 4 5RC IMPACT FEL �a0.CIU �� �K, CONST Stl<RCHAR B '�. 00 -NOTES: jNOTICE ALL+CONCRETE FbRMS,ANO FOOTINGS MUST BE INSPI TED BEFOR#4.POURINQ. PERMIT VOID SIX MONTHS AFTER DATE OF'ISSUE SUILOIN 3 MATERIAL,RUBBISH AND DEBAI'S FROM THIS WORK MUST NOT sE PLACED IN PUBLIC SPACE,AND MUST BE CLEAR UP AINO HAULED AWAY`;B'YEITHER CONTRACTOR OR OWNER r E ` � QI Pt"If.WIT ���. �II�CrHAly.l�' �,.��� �.�� �+�� R� ULT M , TH" �R�?I ERTY OWERL NG TWICE FOR THE 13biLDING IMPROVEMENT I$&LIED CCORDING TO APPRO! PLANS WHICH ARE PART OF THIS PERMIT AND.SU13J T TO REVOCATION FOR 4 'VIOLATIN OF APPLICABLE PRPVISIONS OF LAW, } ATLA1dTlt BEACtt I3UILDIN D PARTMENT & CITY OF 800 SEMINOLE ROAD - -- - - — ---- ---- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 August 4, 1997 Dear Resident: It has come to the attention of t-he Code Enforcement department that in some cases the residents at 310 & 312 4th street are unaware of the requirements for placing garbage and trash at the curb for pickup. 1 am enclosing for your review a copy of Atlantic Beach Ordinance Chapter 16. Any future violations of this ordinance may result in code enforcement action against the owner or occupant. Your cooperation in achieving and maintaining a better quality of life for all 4th street residence is appreciated. Any questions regarding this matter should be directed to the code enforcement department at 904-247-5855. Sincerely, Karl W. Grunewald Code Enforcement Officer KWG/gah cc: Public Safety Director cec 6555 certified rail return receipt requested •` 0 ti rQ� v��, '� SAP' 6LA rab0 Oh n CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5806 SUNCOM 852-5800 October 13, 1997 Margaret M. Holloway 1200 Ocean Front Neptune Beach,Fl 32266 Dear Ms. Holloway, Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: Re : 310& 312 4th Street A/K/A/ Lot 5,Blk 5, Atlantic Beach RE: 169812-0000 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Batch Ordinance Chapter 24, Section 24-17, We have been informed that there are more than two unrelated persons residing at the above address. Chapter 16 There have been complaints regarding not putting trash in front of residence only,in proper container. You are hereby notified that unless the conditions above described are remedied within 15 days from the date of your receipt hereof this case will be turned over to the Code Enforcement Board. Under Florida State Statutes 162.09,the Code Enforcement Board may impose fines of up to$250.00 per day for a first violation and$500.00 per day for a repeat violation. S'2eiy, Karl W. Gnw6wald Code Enforcement Officer KWG/gah cc: Public Safety Director Mark Holmes,d~.Occupants via certified mail return receipt requested c.e.c. 6891 S/4l Jo luat a4t uo steoedsoolq al9 o/dde a ayew no,1 tl r and pue tdrap 000 t,tugs o a J. tuase a1Ojl e 941a1eUdoJdde a41 u1p01sa ba anbaI Sr 17ia�Ga a st4t anec "� �y Pazuo4lne ue 1O luoy 041 uo 52 Infa W4Y81 aplUe to tuo�!0 °t�0 00ssafpAU-IA/73 0 p31�I1i1Ss a4t rot saat ralu3ia�ar co 14110 Supe �0Pu3 .a raqufnu 1 Pato,, 3'F/asro, s ssaiPPe pue fq ala/ue a l�rue 10�oeq a ag101 tuaae! taar Gan/t'p tae a aassarpPe a,eu Ino 4t 10luoj1 a t xrye,asr Pe 4315 M no4 m alo/tre 4 Pue�agwn 41011!goeUe K'a41q SU+u f)baa ld13o rl b 04110 l46u aq1/leaf Pie, u Lreur Payr Pue'1 t 8� ad dapds r Sp 3d Nd1113 aqt of 4n1s pawwrn6a,a41 u/elar p ego aqt a1uM,td a°d prep tUra�au�rParUwn6 io urnia as aofyo trod a41>)aqs'PNpuilsodp!Glop a/yrue a 301 lar a tut M nod 11 ?t 047 1 o Jy6u 041 oe a/afJJe 047'(061ega eulxa ou t iraoar spU w I ql 10 SSOrPPn ufrr- 1 gnls 1 asaad )raureo AJ I%rrP no.4. 10r Pue,aaf Ire t �awu n6 041 Pae PagoeUetemJ'no of 1/ `/ .G w Aay.uaa'�eJso Os./is�s"a 1N Sal uo td� auaa3S y�ueM/ s''PPe uaIyvtjU1450WO(] 6L1O-9-L6-969ZO b661 Je weo q `L L8E wJOd sd _ X � 096V 10 easseJPPV) -e,nl uBlg•g (pied si eej pug paisanbeJp,fju sseJ py s eesseJppy•8 •c (GuMN l4'ud):A9 peAleoea•9 flea;Dale 400 ❑ eslpuetueyy Jo;ldle�ea wn;ey L pemsul ❑ Wavy bto 7 / c p°?�AJ� peJelslBou ❑ add L eouueg-qt, 4 a 3 'JegTun 61opJy•e#, l `:ol pesseJpp elo!L:t/•£ '99;JO;Jelsewlsod llnsuoO v. o Z yl l, AOP AJeAIIeQ PelOulseW ❑ ,Z epm41ee8J8AlpSOM spllLeewo4M of M049 Jim ld9d wnNel all.�>J43Moleq eoeldilew e4i uo.pe,senbey,det/wnleH.eiuMl■ ssSJppH S,00sseJppv ❑ 'l lou seop eoeds I y 4 y ► 4 4 � i.)peq 941 uo m'eoeld lew a 1;o wo a 101 uuo 8l l oeyy■ :(Ge;give gµa w41 01 41;o nle,ueo eM 1eos wj 8l •not of p,eo U$JO;)SOOW6S Bulmollol es,ene,eyl uo see,ppe pue eweu,no(wpd: 9t46AIGOGJ Ol IlSIM OSIS Iseowas Ieuoy!ppe oq Pum 94'6 sway eieldwoO■ l Z Am t swgp 9ie1dwoO■ ..t ., I � 9268 DEPARTMENT OF SUILDINGi CITY OF ATLANTIC BEACH .._ .PE�l IN `OR IATLO t ------ -------- PSI m# Nus s4Ir e 926 LOCATION INiat1>a{ASATIO .. . � ddress : 31 FOURTH STREET Pe'x t Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 'I s )at W'Ork F ALTERATION ---- LEGAL DESCRIPTION �"`;stir— Type. WOOD II' FAklE �� _. at , Block. Section: _.. I' a r#d Use. SINGLE FAMILY Township: RNa= h` 1 dads. ? U d�vislanx 'ATLANTIC BEACH Esti ted Value: $n. t1 Ian Cast T 1 $41300 �untr $4 .40 E, bat s` a ar OUT SYSTEM CON - r vAPPLICATION FEESoa H PERMIT: $41 .00 STREET NATE MAC'} 'FE �� 0 t0 �}j y� C7'i FLORIDA " �} E 0 hV ::1x j * H*k`4�q �"f , r ri11G N a'`%. � P, RADON OAS-H.R. S.� C A , R ' �O�ATI .. RADON CAS 5% $0 .00 am H W AC ORy SitR) CAPITAL IMPROVE. �3D o AH.n, ." P s .a �. S E0 it C�., HOLLY FLORIDA 33020 CROSS 'CONNECTION $0 .00 T lcs a s a `YP 3 SEC H IMPACT FEE CONST, SURCHAROE ASO DQ, �ak6 NOTES: i y N©TICS--ALL CONCRETE FOAMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING a` r { PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE I BUILD IN, MATE MAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEAREUP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER x 64 F-A'I SURE TO COMPLY WITH THE MECHANICS'.LIEN LAW CAN ;RESULT IN THE PROPERTY OWNER LAYING TWICE FOR BUI =5 L�INIG IMPROVEMENTS. , TSULl7 ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR r 1tIOLATI i OFAPPLICABLE PROVISIONS OF LAW. ATICEACH) UILDINGDEPARTMENT ` 49 !� A� M i' v4 .. I.. � ..ate- ,�_ BUILDING AND ZONING INSPECTION DIVISION CITY OF ATUINTIC BEACN ATLANTIC RMCN, p1.OQI0A 02"S APPLICATION FOR MECHANICAL PERMIT CAmpi NUMOEft IMPORTANT— Applicant to complete all items in sections 1. 11, III, and IV. I. T- LOCATION Sheet Address: IcMnccfiw, Sheah: Bahasa �� CL�/f5 WILDING Seb�di.isiao 11. IDENTIFICATION — To be completed by all applicants. la consideration of permit given for doing the work as described in the above ►tNernent we hereby Ogre* to perform said work in a<cadanc• of gotheod practice plans and re specif;ution► which ere a port hereof and in accordance with the City of Jacksonville ordinances end standards al good practice listed therein. Nemo of Mechanical I -� Conlrashn Gaahaetw (Ring f7� /L i4C/0 K Lxj" Meow � C � �TJ � Name of t'►Nefh owner si*aetbre of Owner SigMlera of r Arlberieel Agent Arahi/eal or Eetiaeer III. 694PAL 10410 "Tm A. Type of heeti"fwl: e, 1O OTMtII COMOTIUCTIOM OtIMe some an TMIO OYILeMN OR Of Tt t___A/'d O Gas—O V O Nowel O ce"L"lly O Oi or vta, siva"We"Or=NSTWJCT1OM 'tfIMIT O OMiw — Spot* IV. MICKAM IL WJWADfS TO M NWALV NAIIMIO OF tfypllt (Rawde aapime sal of 0008081*88 beak o/tW 18'01 x,81. Meida+tlai or O Gom weld (f� 14"t O Shoe O Reaald cftw O q.« O Naw sumov Air Codr+iaring: O Roam 19 Cam wf O 1"ll"( u"" O Deet hoops: Ws.i.l 1ltiaker� 0 *P&S" - of exlNft t/yM�ln wee a.raaltt► ,.f,,, O "M NWaMMMa NO 9YOM prartetuq Meta" p R06,4ei06" O E><I«4W or 8044 to tI MWq eyefslll O Com tww: Copocihr O o1Mr—10"ty O Aft IPA-Mw : Number of b" O bwetw O meniiff O I- 0 O G. 8d ar......�..�.Itlaaber► MIN WAN Polk GPM M GMT ..�•�--- '.ate.+l � h..�ll.rrl O T..a` ("801'8'1 R80alb O tJri coaNi� tee0`e►I O UePred IM.uM.v..« O lesee had► Apps bo �- O Orta. - spaxify hp"11ft- Uirr ALL EQUIPMENT AIR CONDMOMNG AND REFRIGERATION tQ{WW" lhtlala Ualb D�reifFtltnit !/kir lf11lIMK ,� Clw�a) ��� f CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT PERMIT N0. .r/ Date : 7-2- LOCATIOiv_311-2 LOT NO. -3, BLOCK NO . OWNER MASTER PLUMBER �/ BUILDER OR CONTRACTOR C ✓ Bldg. 1.., , �oLL��P,..,/ r. Fermit_,�1To.. TYPE OF BUILDING SIN1r6___�, LAVATORY__LBATH TUBS URINALS to CLOSETS FLOOR DRAINS SHOWERS 2 WATER HEATERS �DISH4ASHERS DISPOSALS OTHER a �G 5L, „�� A44 n4 „)e& TOTAL FIXTURES i � ^1 . 00 NO WORK MUST BE DONE UNTII A PERMIT HAS BEEN PROCURED PLANS AND SPECIFICATIONS must show a plan and. description of the size and location of all the soil and vent pipes, and the number and location of all fixtures , (in accordance with Ordinance no. 188 of the City cf Atlantic Beach, Flurida) must be shown on back of appli- cation and be approved by the Plumbing Inspector. DRAW PLAN AND SFECIFIC.ATION OF ABOVE PLUMBING ON Br CK, �I &pproved by Plumbing Inspector Date (FOR OFFICE USE ONLY) ROUGH-IN INSPECTED- ", REVARYS_ 7_�L FINAL INSPECTION:_ CERTIFICh.TE ISSUED: FOR OFFICE SE ONLY Date----•-•--.�y. CITY OF ATLANTIC BEACH Permit #__ o -----Fee$.... .��- Valuation $ `7` �®6. FLORIDA House APPLICATION FOR BUILDING PERMIT ..................•-•---....... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach,Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Owner. sA `•• ! ' /••-1- - . ..." Date.-J.0... .. .._ . ----------•--•............ • -------Address.. d... . Telephone No....Z..Y.. 10-.----./- Architect...L......C-----•- ....Address./ A ._ {'0 Telephone No..-Z..(7/11.... J� Contractor Builcer------Z) -� yT Address--9/4 � �/,T elephone No...... -- ----•----- ... Lot No.------.---5--------------------------------.Block No.-_---w? e� 7�4 Hv 1 - Sub Division - - a r --'k----•-----Zone---------- ---------------*--- ----- -----------•------•--- -.- •-- ----•-----•----•-------s -- Side Between. ---- • ------- __ ------------ ---- and.....................................................Sts. Valuation �.. ....For what purpose will building be used.. Qp Type of construction oo`r4-�- ..... Dimensions of Building-_Z 8_..je..�.0........__.-Dimensions of Lot..s _' ��.w Size of Footin -----1P---- - gs.__cw#�---- Size of Piers------------------------------------Size of Sills--------.---------------------Greatest Sill Span in ft---------------------------Type Roof.--.S. How will Building be Heated?---4-_4-4.��.......................................Will Building be on Solid or Filled Ground?-------,S.A_-�/- Size of Ceiling Joists------------------------------------------, Dnc� onfez}te;s ••--•------• Greatest Span------------------......................... Pt Size of Floor Joists------•-------.5.---�'----�- --. 1stance on Centersl-... -----, Greatest Span--------- ---------------------------- -- Size of Rafters.----•----------- - ........ Distance on Centers........ --...... ------., Greatest Span...........•------• of This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. M z 3. When steel is in place and ready to pour beam. 4. When framing is completed. H F 5. When rough plumbing is completed,and ready to cover up. 2 2 6. When septic tank drain field or sewer is laid but before it is covered. q W 7. Electrical inspection by City of Jacksonville. v� 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the City of tlantic Be . Signature of Builder.._._ ............ ..••--•... -••---. .. ............... Address.- . Signature of Owner.---.- , w-�....- ---...._..-•------.._. Address...._.......