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310-312 4th St (vault) (2) FROM :WORLD CONSTRUCTION FAX NO. Aug. 04 2003 12:13PM P1 5 Mi1� WAN Book 11262 Rage 2348 P"Ot*; NOTICE OF COMMENCEMENT State of e."t%1 C' p Tax Folio No. County of �4�9Y1 x Vua0 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 ofthc Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description ofproperty being improve(j: Address of propefty being improved: - General description of improvements: - Owncr's interest in site of the improv mart: Fee Simple Titleholder(if other than owner):_-.. „ Name — Address:, Contractor: -L h . - Address: Phone No:76 _ _... Surety(if any)._._. . Address; -— _�. .. .... .- .. . ._. Amount of Bund t Phonc No:_—..:. __. Fax No: _ Name and address of any person making a loan fo r the construction of the improvcmcnts__ 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 maybf�servy�ed: Name:..�tlC?Y_r Icf C S Address; � . 2.... ZZ U Phone No: y. 751471 zz G FaxNo.. ._..— ln addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 7 3. 2xb,fk r Statues. (Fill in at ner's option). Name: ftp, Addmg- A5"q Vec.-_ Phonc No: _-...-.__....... —_Fex No: 2 Y! S '•P! __ lixpiration date of Notice of Cotmncncement(the expiration date is one(1)year from the date of recording unless a different date is specified):,,, ___ ..__..._.—.. THIS SPACE FOR RF 70RDER'S USE ONLY OWNER �n Signed: _Date: 8cfere me thi '_day of in the County of Duval,State of Florida,hat,personally a ared,___ M M Q Notary Public at Large,State of Vorida,County Qf FkAval. '� .. $1LI10II Y. dews My commission expires:—A-112-0 Personally Known:.,k---a` fi-10, or 'rt3"q ` t+,iNQ Produced Identification: Atias c Bonding r+ 1A w. � ..ut � 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 INS4759-1266 IPTION TYP/SQ COMPLETED RESUTS/COMMENTS ----------------------------------------------------------- 13 01 8/12/03 HAMING TIME: 08 :00 266 -------------------------------------- COMMENTS AND NOTES -------------------------------------- AAAAAwA _ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 ' INSPECTION PHONE LINE 247-5826 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 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 �! 19" (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # O3— 2 '-S 83 Property Address: L4 !n "Si—. Applicant: Project: , L1boD `i�r2Cf-f 17 !L This permit application has been: L? Approved F-1 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By:J 6j Date: `'> /• a r nA`4 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date: / Job Address: siv Owner of Property: ✓G�4,e.td Address: le:�00 tom` n4Y'On/t- �t�rn�-tet. L,04� . `t f: Telephone: Legal Description: Block Number: Lot Number. Zoning District: Contractor: GT/er fZ 1_" l_ 6/0 1 aM2 uLT)o x,.10 1" State License Number: Contractor's Address: /,/�1��G�✓�, C� Telephone: go 'T - �`��- ��(<i� Fax: Pollen / Describe proposed use and work to be done: � CL cY�o len k-,0a cy,, Present use of land or building(s): Valuation of proposed construction: �e ' �Dp. What are the dimensions of thee space: °� feet x 3 f) feet Will the added area be heated and cooled? i�'±'U New electrical or increase in service? X1/0 ' New plumbing fixtures? '� New fireplace? New heating/air conditioning? A,,,/& Is approval of Homeowner's Association or other private entity required? A) 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 I 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: 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. e Signature of Contractor: u z_ Date: S �� Address and contact information of person to receive all correspondence regarding this application(please print). Name: L'RLL. L-) l '-61I1%`J I op ov / _ Mailing Address: a 't &q Ac,/p D6,t. �(�CI / .�Ax Telephone:/©y'�5� �Z Ss Fax: `7��+ '7y G 3�r E-Mail: G1JL9.^I(i Co,i f f uf_it i rm 1tlG > AS TO OWNER: p Sworn to and subscribed before me this p� 6 day of 1206 State oM1� 6 ntl u 1nr+r� O papuo .`aY do ��� ` 9002 ZZ t L701S �— Notary's Signat ` '1�6f'0TIQQ#�otsstarMO.); ' o dew! J1 I fff Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: qt:� Sworn to and subscribed before me this day of ,20 03 . State of Florida,County of Duval Notary's Signature: Y MA)REEN IQNQ ❑ Personally known MY COMMISSION t DD 095080 [Produced identification �= EXPIRES:March 31,2006 �,,,��,,,,�„yP„yko„ ~ Type of identification produced �DC 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 u t m r ' a 0. x 9 vw®w � x 1 � I 4 n r. „ b�aw50"SSw4N.a.. "�.. r " r. K � f 3 4 NP a 4 �' '°.- Ij ► z i ak M € NO } F .0 A EL x PRO 7777�777- # , s+ 77777-77 xa ------------ _' M TM� _ t�. � zr .w on hpp y, 1 Roo�Ove�rha Existing House Remove and Replace Water Damaged o&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 APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE 'JUL 3 0 2003 By; Existing 8"concrete Slab Existing Concrete Footers ( N.T.S.) 312 4th StreetAtlantic 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 M+. w�Y \ rr 7� cD � � d o, d O a Z n b R• N CD o G CA CD 00 I Fill CD co � H N � N � N (� Z n �.. ►ti coo w C � N O � a Appmx.5 feet 100, Vetcu,LA 2X6 To Rail 2X4 Stiffener Top and Bottom 2X2 Picketts 4"on center Press Treated 2X6 Double 3ch Deck Wall Flashing Scre 000�� Detza.%L Pressure*raeted 2X816"on Center —"-- Double 2X10 Detcz%LF D 24Joist Hanger Bolted Connections NLUN H Treated Post 2X,5 Nailer to Wall (: Approx. U- X4 Concrete Anchor Detua C Epo Existing Concrete Slab Concrete 4th Street,Atlantic Beach,Fl. 7/16 3 N E W D E C K WORLD CONSTRUCTION CO.,INC. (:Prudential Real 8464 Mallory Road Jacksonville,Fl.32220 904-759-1266 ADJUSTABLEAND ABIABAIABE[ABUMBSSTA NDOFF POST BASES .� she A8 is a jolty-a(tjustable post base+:rhich otters moisture prulecholl s•Sr+� and finished haidr;,uc;,ppr:aranrt!. t :x•::.ntrr. r Pus!Bases provide tested rap,n:rr;. Ihrly lealufe 1' standoft height ai'tosr.I:nnrr!te tlaurs.code required r:han Suppndinrl permanent s; irkrrs:hal atr.exposed to the:vealhcr or viater splash,al in f hi serimis.Tne-{rf dur.,e the putenual fur decay at post and column ends. "��ET3`:a : ' ,. ` ;•-7( R •. �. t,. MATERIAL:AB 12 ga plates. tti ga btt:;tl cover all others set:tahic. FINISH'CakM17ed.Some product;available in Z-MAX: sec Corrosion Resistance.pout-S. j INSTALLATION:•Use all � sycCiltcd Llsteners..,t.1.• Gtnrc:rrl Nnhrs ;:.�: •. ABA44 " •Nol lecom mended lar nuts lop :;mppolh:d imsjallahous ``a l; ; �' (other slues similar) suC!r as fenres. U.S-Patent 5.333.435 ABE44 rt i •PBS clnbed iruu •el cicle up to ill,!bottoltl of the 1-standnff ABF46.46R.66,rod mili. base plate.A 2'minimum side Inver is s=quired to obtain the.full ABU44 soy Jlwr V1ror 1ctl:ulynla! r::r P•r!r. load for PRti Holes in the hottanl of thr:ARS straps allo:v for tree (other sizes ��� L� concrete.flow. similar) AI3U88 •Ap--Post nail holes ala sited tol 10d commons.Rectamkilm adjust . • �' -•",'`°. 1110:1t plate assunns�<. dla ancholage.SfJpnlictl as shim;position 11111 Post.secure the rasv acres rud.then bend up the.,foarth •AB ARA.r1Rr and ARIL-lor pre-pour installed anchors.For epnxj ar ard;le.wichors. select and install;'.Cording to auchol Manufacturer s vr:-• t re•wi111nendatio U:anchor d171nvicr � ?k10.FA..14 :0101--ill Ill!able.Install!r!miiu!tl washer, ;,.a. 2load !Tnrtr-1r :•-hied is not included lir A[IAr; transfer _ •Set;Simpson Anchor!) mems for t} .. ...,_ plates :r �.• ! leMed,loai-rated anchors. '' supplied CODES W)CA ICRO.SHCCI NER•393. NFIR 4??. NFH-432.NER 469. NER 499; Typical AB ICED 5670. Clly of I Rti?48I$. t1, F' 0. h i %, Installation 1111 2506-1.?')0/4. ?S 1.g& halite el f` Fr 99-0713.05(ARA.A111-i. S: ifr)p 'c•�4 t 00 0512.11 ,ABU -`• �. c , ' ModelDimensions i Allowable ��. No. Down loads W L (100) :�" r ? .` ;•.` Ir r A1144 J' 3,. 4065 14' �, { t ip^•..`'` A844H 4 4 t 4065 I'U •11P,•16'- .1' yx ;• ;fql ',» 4 I •� AD•16 3>:.. 5:„ 1185 rESLINI r -Nfll AB4NR 4 6 4165 IJl ANC- - i .. 11 IK;- C AB AFf>T 5!. !, 1,:3:3!, ; A860 6 b 53:15 U) I+ i . R,-''"'J Can 11e Typical PBS44A Installation Typical ABE46R Installation for �`k� ,•'"�installed on 1Ile ora;u,rl la m,.i,:a;.::I t:•r rough lumber(ABE similar) ^hi:I-L!-ur :ru:inq existing slab Material Dimensions Fasteners Allowable Loads Nominal Upliti Base Stra7 I A Model Post Avg Uplift(133) Uplift(160) F,(133 d 160) F,(133 9 160) No. nch. ll Down W L H H8 Bow Ui Size (Ga) (Gal pia Nails Nails Balis Nails Bolls Nails Bolts Nails Qq Dia , Bolls (100) AUA-1.1 •1x•1 16 16 :!•-,. 3t'. 6 100 9110 55.5 55S WXX) lil AJ1 {r.4 16 H; it . :S!'. 6-10(1 18!13 520 -5110 tibbb AMA' •1 x4 16 1.^• :3, 3 1 1:-164J 2 7 833 2200 1800 2200 2160 - 6665 PK; A •1x4 1:' 14 3:•.. 2!. 3:y't 14160 2 77'33 ?400 2400 2400 2400 11 fib) 230 HRl, MV) EifiEi, - ABd44H RGH•1x;1 lb 16 4,1,• 311 G-10d 2120 5.55 I - 555 ' 8000 AH144It RGIi11x4 16 16 4 3•! 40 - - h. 6-10d 1893 0 j 400 - - _ 666b r,Rr41i 1 x6 1: t b 3 t., 5::,, 8 16(.1 516/ 810 810 7.^,351 PIIS46 4Xti 1�' 14 :3'.: 2t, . 3:•4 14 Intl 2 7733 9400 2400 ?400 2400 1166 360 H8,', eii'., r:i:i', AHA46 4X6 14 14 3;., 5:y, - 8-16d - - 2961 700 700 1J43!, AII.1•IF 1x6 L'� 1; 3:• 5 ?;;, 12113ti ? 8633 2255 2300 2300 LJUU 10XI5 AHJ.41;li RGH 44 12 16 4;;. 5- .(' 511, 8-16d' 5167 810 - 810133`- AHA46R RGH 4x6. 14 14 4" 5%, ;' 8-16d - - 2967 9:15 j - 915 1? 5V ?t, 3,•. td-IFxl ? r 13100 2WO 35Ei0 3160 •1000 186- 570 1100 111,x) 93AS QW56 6x6 1.1 1.1 Sy_ !)f, 81Lid :.10$0 720 720 10GEi.') A+rr-, W. 1;' 14 !r: (,. ; 8 1W 4833 900 - 900 I:OUO Agllt',fi 64 1? lU S!•: 1:4 12-16d 2 89W 1300 2300 2:300 2300 AdA66R•RGH 6x6 14 14 6 5•}•„, 9� 8-!fid •-- - 3050 1)85 ' - 965 - 12Ei6,'r A111.668 RtiH sxs. 12 14 s.r,,, 3;<. z - :; 8-16d�- - 488.9 q = 400 - - ---WORLD CONS-PtNTION CO. AJU88 Dx8 12 1•t 7s. 7 2-'r, 1816(j 12893 2320 -- 2320 - I" 0.BIJ86R'RGH 8x8 19 14 8 1 I 2-')/, 18-16(1-- - 12893, 2320 2320 -- - - 8464 Mfiit 1 RD. *npl,i:a•u:tr!u,d iucre<rae:d 33•',.,n(1 fill'.: 7.I7<nruluads may nut 3 Specifier to drsrpn trnr.•rtit tar shclr raplrml JACKS40VILLE r' FL 32220 L:r r..v-hils"rlo:w::•-fid W.0 nn.❑o lura:;;•1ru,Cas.•allowed. br: nl.roasrxl fur i ADll88 and A81188R rnav ht:in:'Jalhln w th A:311:;1•X:1::1r(:3�:;rr:::s 04��t�' 63.� 10d.ic.-i lar mrnt.11':r:u1u•o ,trod lenu luuJIV . far Ihr.%Alli laf:k!bud 7lol� c)3 CCAPS Tllr R,",;,lln;:"'1rr:Iii,i::,!t:L^cfirnl i{% ix C U]14:x r}0^t Or 3 1n LAtprai y UA:w:a.C'i,.d;l:4]ivar n,n'n1Q bt.tt:':•.•t:u !:;;aln and Post UINCS addco I inrt±l ! II'•.:t;l;:;iaur:itllc i.::.!dl uw;ur.; pull -- tla BCS2-214 "x r MAIEHIAL 1 tt I,:ai{:: I ; •:,il�;.,l:•:•il ..,,,;: U.S.Paten)Nos, FINISH I• '' y 4.480.941 and I ,1 INSTAL I ATION •...,. ..II ,:14 I:`i :.I,r,:::tilt. So!,Gi:-!o':tf Nwi!s5.603.580 •rit:� .n::lid a r.rr u,n ,.r. :;e•a:n.•Jn:!! Idd:.,d ,ul,uu)h: Iluuus{h �l0 9 aRR I, •.; Canada Patent ' Ihr:heilru rlln Ibe time hrl: In ai.fnr.:a 1114 I,Ihia lowly = °r :' " 1,193.418 •l1(:u'sLrl'•:::D 'fir)r�:ru i:;n::ia lily �� ' na; ib. :t 1' I harnry rm s `�NO in:nn;l:rra!:II':;r .1(:1• Irh-,II:I{;lilt•d n shlll:drans surf•as ( �° CODES (?t f A. •!:110 ".R-f.". •'':'r; d?1. W80:5,357:Cit•;:rit I A RR?51176 "a ivx�.V! i HO')i KCA 9r•9?fiC<i1 I nd1 l CO I I N,; I9-0/13.17lS •' `<� �r c INr;). :;t;afiy Typical BCS . x + I Hall Base Installation /,f' j. (other similar) Dimensions fasteners(Each Side) Uplift Allowable Loads " Model (133�160)' LFFh !s No. Avg t: W, Wa L, L7 H, H, Surface Surface ce Su C ce Ult Uplift Lateral • 1 CAPS RC4 3.i,. 3:;. 2;; 2:.;; 3 3 3-16d :3-16d — 3100 980 1000 BCS Rf.•1G 5, 4(1 2:.;. 3: 2.�.- 6-16d 3-16d — 3100 980 1000 Cap/Base `.. .. RC•13 4 4 4 4 3 3 6-16d 6-16d — 3100 980 1000 3 6-1 Gil 6-16d — 4700 1050 9000 ` f1C171:1 f, G G G 3 3 G-1 Gd 6-1 Fid 4700 1050 2000 fit.? %'. i: i'. t 1 5.16d 5.1 fid 56UO 1800 2(X)0 ; ' UGS2 rt 3:, 3 ?' 2., ? .. 4-10d ' 3-1Od — 2697 780 1095 •1._ 5;. 4.r; 3;,. ':i. 6-16d 3-16d : — 3000 ; 800 149b j, Te BASES 9C=i0 3 — a o- — 2 s, — 3 16d — 4-16d — — 535 ' RC40R 4 — 4 — 3 — 4-1 Gd — : 4-16d — 535 • - i A ?f, 4-I6d 535 • e . Cl 110 4-)fid 535 BC4 �i srtor• ti 63 r Ibd 4-15d 535 Cap/Ba 1 rat_111".dor•bl;•'.I•jIeJllhy4dk Vi'h.nJ I,Q(Iwp Ira:c::•a• w,;,,;.....,i,t.. II Iw'r':•:I iluJ.::r:!;Ilr;:.•:1 wil Ica:I:ir rdhl:r II:.III rhu.0:ru:..u::arlc:rny III thu Imflc, t LCCLALLY COLUMN CAPS I ally rirhu•n•taus;lair•l;;q iidwpl:,Ir hea•ini;lerigVI _ W ri'.I hli)i:l�ilihl I'4;1ftiM1:' "••-•.,,,_ l o � '••^� - , MATERIAL 1:'iiamir • o - FINISH-S nipf,nn grri parif ° i' LCC5.25-3.5 r' INSTALLATION'-I isp.,il petal;r.<f Iaslenets :jou;1;1.No"m; ° ,.�„.4y•v •1 •I fr i) •r,'hl:1.111y col mtn t;.al1 over the I•'11iy r.Ohunn A arr,,dlar.li to it �{ Allowable loads I I gads may licit hip.iucrea�ed 7 _ Model Column Isrl;r;n I I,I m IrJdJ nu No. W Girder Nails Outside Download F; ?Alltrxahlo fakir art:ilmr.i rmi:d Dia DFISP/SPF LVL/PSL (133( (160) ui nu t e O,uesl ul t'le IIGRh:uti rot rr:isr{..td In L^',{:!.i . I Ct,l ti—:is •i r ripira?x In:19 n-)fid 3.r•. 15820 — 1.145 1615 for Sill.675 ps.i'm IT and 770 > I{:Cir 1 4. I tulle 2x 10.12 H 1 titl '1 20570 13.15 1515 1{d I V.:I'Sl,to Iltr R'hlly TYP+CaI LCC5.25-3.5 ICC6:fa 6:. Quad 2x 10,'12 8-16d 3r. 15820 1345 1615 r'ruur ::ap,::ilti a t:uur Installation Connecting I drr lar a a:tliuuu:r; 3 I LGC6 4 G Quad 2x10;'12 8-16d 4 20670 1345 1615 4.Spliced conditions must be detailed a ply LVL and a 3',S" W the specifier to transfer tension diameter steel Column I CCa.�::•.h 3 : 3.5 LVL--PSL 8-16d 3J:. 15820 1345 1615 GG dd 4 207U li11fitb loads beheaen yiiced memhers 1n WORLD COIST�Lu`i0;4 C#f means other than the lally column. LCCS.'LS is 5:. 5.'S LVL-PSL 8-16d 3v 15f320 1:345 1515 The splice condition load Is 6lS01bs 846 • MALLORY RD. r per beam side and the(ally cap must I!:C5.?5-4 5;,. 5.2.S LVUPSL 8-16d 4 — 20670 11345 1615 be evenly loaded. JAGKSQNVILLE, Fl, 32220 ±,Tn arhle:r real Im1s.I;:fQ4 786'f�636 IGC, atr �.. /IVI;P;I tS-)lid 3'., 1i,fC0 1a4, 1ti1S •R:Pr. nIUUI rq».10: IU7c c cul.lnn-Ih;ar HangersFace Mount I► _.._.. . Dimensions Fasteners Down .Doug Fir LarchlSoathers Pins Allowable Loads Itwteller Joist Model Ga I Header Ay Uplift Fhat 100 S _ Coss Size No. 9 (. ) now(118) Root(128) ; W H B 104 1$d Joist U!! - Index (133) (160) 100 11Sd 10 1114 234 1 164 pcq SAWN LUMBER SIZES LU14 20 1Xr. 3y tx; 4-1 Od 4-164 2-1Odx1;;, 2333 245 265 445 530 5101 610 5'M: 665 Lowest, 2x41 ll1S?•1 4104 - 2-1 Od 3850 465_ 490 640 - 735 80Q1 - +3%� H 024 t6 1;i; ' 3i ly,. 4 104 4-164 2 lOdxl�, 4117 240 -290 445 530 510 610 555 665 +67°10 HU?6 14 1';_ 3>i',. 2 , i - 4-16d 2-1Odx1h 5270 240 _ 290 --- 535 615. - 670 +295%I ---- • DHI 1 LUS,24-? 18 3s;, 3i; 2 - 4-164 ?-16d b3UJ 440 440 - I 7651 880 I 9610 l nw(k1 N41 U24 7 16 3.+3, 3 2 4-10d 4-16d 2 10d 4117 295 :3.55; 4451 530 SAO fi 10 .551): 66b 3:1 ' HIl?4-2 1.1 31;, 3•�„ 2:: 4•16d 2 Wd 5270 300 360 1 535 615 610 i 740 LUS26 18 1,X. 4Y, l , 4-10d 4.104 5167 ; 930 1 1115 830 - 955_ - ::1040 - Lawest _.. -- ----_............. ., .... L U26 20 1',,. 4y 1;; 6-10ilI 6-164 4-t0dx 1 y, 3217 490 ` 565 665 800 755 9201 830 1000 +6%, ?x6 UPC) 16 1'51,: 4Y 2 6-10dI 6-16d 4-10dx1X 4950 480 1 575 665 800: 765. 9201 830 1000 +43% i 1I176 14, 11q„ 31;, 2Y: - i 4-16d 2-10dx 1 K, 5270 240 290 - 535 - 6151 - 670 +179%' . HUS26 16 1;, 5;i. 3 - 11 4-16d' 6-16d 10000 1550 1550 - 2565. - 29W, - 3205 +.276%: I 11S?b•2 18 3k 4+1,; 2 - 1 4-164 4-16d 61076 1141) 11651 1000 1150 1150 I owntil Ivii 7 16 3.g 5 2 8-100 8-16tl 4.10d 70337 590 7101 890 1065 1020 122S1110 1:130 6h 2xRf HUS26? 14 1,�, 5 ' 2 ; 4 16d i 4 16d 8033 1080, 1235 i 1 00 1155 1 1255 , 17"4, IIU2C>•?Mir, 14 3._ 5.,, 2Y. 8•16d 4-10[1 0414 60b 19!„ 1070 1 21V 1:340 i ::i:i'l:. I IU26 2 Max 14 3.. 5:; 2y'. 12-16d 6-10d 11383 gob 1085 - 1610: - 1830 2010 t?f,4 LUS?6-3 18 4,4 4.>!. 2 - 4-16d 4-16d 6433 1140 1165 - ; 1000! - 1150 - 1250 TPL 111653 16 4',„ 4Y ? R tOd 8-16d 2-10d 7033 295 355 890: 10651 1020; 1225 1110 1330 7x6 HU26.3 Min 14 4x ': 5x 2X: 8-1Gd 4.10d 9474 . 605 725 - 1070 - 1235 1340 -- q,17 j 13U26 3 Max 14 41,!1 i 5.' 2 - - 1 .8. ..� 1 L,Y.. 12-t 6d 6-104 11383 905 1085 1610 - 11850 •2010• Ll1S?6 18 1,, 47.., j t 4-t0U I - 4.104 51(37 9:30 i 1115 830 955 1040 Lowest Lll'!U VI) 1?;. i 4':; 1y. 6 104 1 61611 4.lNix l Y, 3217 490 i 565 665 800 /65 920 8:30 100 +61 1 I.US'18 18 1%. 1 6'r 1?• G•10d 1 4-1Od 6067 910 i 1115 10!ih 1910 1:370 ,93'+.. ?x81 1078 20 t,_ bs; 1x. B IUd 13-16d l G-1Odx1y., 4017 7:35 i 950 890 1065 1020 1;':15 1110 13(x) I J!J •• U26 16 1::,.. 4;; 2 6.1(:)d 6-1.64 14.1 Odx l,r. 4950 480 I 575. 665 800 76.5 920 A30 ION) t 43'",, IIU28 14! 1-;;. 5:, 25; fi 1fx1. 4-10dx15. 6683 480 57b - 80b 9?a. 1003 i ?.',1 610!76 95 1;; S, 3 14 16d 6-164 10000 1550. 1550 2565 2950: 3,105 +276 IJUS28 16 1;.: 7 3 _ 22-16d 8-16d 13161 20W moo 3585' 3 7O .1775 +4(Y)x. i t US?6-? 18 3.K 4: 2 - 4-16d j 4-1 cid 6076 1140 1165 - . 1000 - 1150 - 1250 _Lowest 1 I,IJ528 2 18 35n 7 2 - 6-164; 4-16d 7750 1140 1165 - 1265 -. 1455 08L; UN 2 16 3),; 5 2 8 1lki 8.1611 4-1 Od 7033 590 710 890 1065 1020 1245 111 O'1330 +135% 1x8 I IUS28-7 14 3A', 7,,;, 2 6-16d t3-1651 11190 1550Ti550 1505 - 1730 -• :1885 +188% IIU28-2 Mi 11 14 3y. i 7 2✓ - 10-16d 4-10d 11383 WS 725 - 1340 -- 1540 ••• 11675 +397%' - . .... HU28-2 Max 14 3%; 7 2.?.. - 14-164 6-1 Od 14566 905 11085. - 1875 - 2155 - 2345 +418% 1 ft I 1&M 3 1A" 4-�. 6i; 7 (i l 6d 4-16d 7500 1140 116.5 11651 1455 1 b8b 7x11 IJ263 1f, •4 dYL 2 13-1Ud 8•16111 2.10[1 70.331 295 35.5 86.10 16162. 1(W0`1795 11-10 1330 LUS28 18 1?iK 1}, fi 1fk! - 4-1 Od 6087 930 T4115 tom. - 1210 - 11320 - ...Lowed 1 --- . ... 1L128 20 11,,, 6;i 1;5 A-10e R-1 6d 6.1Gdx1)c 4017 735 1 850 890' 1065 1020 1225 1110 1300 +13961 _. ..-- --...-----....i._. I,US710 1U:. 1!,c l+.etc 1 8-104 - 4-1 Od 7750 930 11115. 1275: - 1470 - 1595 - +i 5 9e ?x10' Ill?10 L 7':i,: 1s'• 10-10d 10-16d 6-10dxt;y 6250 735 '• 850 111011330 1275 1530,1390 1660 +2896' IJ210 16 1.w:, 7';',;, 2 10-10d 113-16d 6.1 Wx 1,Y.' 5583 720 865 :1330 1530 1660 +76%; Hll'2113 : 14 1",.. !,!' °; . .. . ,...... _.... . ....... ..... .... _..... .._._.. .. ._. 1110 1275 11390 i •.,, - 8-16d 4 l Udx tx 9474 480 575- 1070 - 1235 - 1340 +225%1 HUS210 16 1% 9 3 30-164 10-164 18833 2845.3000- .113775 - 3M,1 - 4020 +460%' I lA:)8 2 18 11•,; 7 ? Li-l bd 4-16d lid 7750 ! 1 140 1 165 -- 1265 - 1455 - 1585 i I owt-a 1 1115710 2 111 J.%; .9 7 8.1 fid 6 161! 101306 1710 1745 1765 ?030 081 U210.2 16 .11;• 2 14•lilcl 14 16x1 6.10rf 11000 890 106!., 1555 1860 1185 2140 1+J40 233U i 88t,--- "x 10 I IUS210-'1 14 3; gay; 2 - 31-1 W A-I Cd 145150 2160 25!30 2010 2310 ?510 •P17". HU.110-' Mm i 143K. H'},,, 2:, - 14.16d b-10d 14566 ' 905 1085 1875 2155 2345 +441 110VIO-2 Max' 14 Jl fp.� 2.%: 18 1Gd 10 iod 15166 1505 1810 2410 9l 15 :3015 ,4b! 1US28.3 18 4? 6; 2 - 6-16d 4.164 7500 1140 11651 - 1265 - .1466 - 1US —- --- . . ..... . ... . TPP LUS210 3 18 4/e 8pj, 2 8-16d 6-164 75W 1710 1745 - 1765: - 2030 - '2210 2x 10• U210-3 16 4;,; 2 14.104 14-164 6-10d 11000l. 890 1065 1555 1860 1785 2140 1940 2330, I IU210-3 Min 14. 4'i,._ 8 j�21 - :14-16d 6-1 Od 14566 905_1085 - 1875 - 2155 •- '2345 i ' .. _ . .- . ......... HU210-3 Max 14 4.4,, 8y2u. - '18.16d 1D•10d 15166 i 1505 1810 - 2410 - 2775 - 3015 £3 ..10 l i,d 10 1+,t: 231-M(-'?&-,b 3430 519(j b97U 6490 4385 5040 5480- ttn rnmmnn£all:or Ifid sinkem(y gauge x 3 :'1 may he used instead 5 MIN nailing gwntmr and Iran vacss,-fill,ill:ound •rll[s 'it the spt6fird 16d nails at 0.84 of the table.Intl v.1hu1. MAX nailing quantity and limit values••-fit at rouur,ane.tnanglo hn):;: :y 2.16x1 s+nklirs(9 gauge x T.+)may he used instead of the r w.itied 6.OFfSP loads can be used for LVL.Sea pays 5 tar headers with reduced IN'wril Ions with no iaad nlducfion. capacity due to installation with different Dads. :3 Haul h);1ds ire 125':•of floor loads unless limited Uy ulhrr wileria. ,1 U131111 Io;els have Uw:n nicteaad 33°:and SON.fol earthquake o3 wind Hanger,do not have an Insl3dled Cr,:d,L31dr£c i n r,r. < ;' ';ji;; •; 'v( . INI'lilK ill'OU further 111cremse allowed.Htultire by 31%J(ld W....ful YJ U tt •�'-'•°-' '- ' 1 t^ nnttRll Inading FI1Lh as in i;jrilfluvel coj)str1Kt,011. // ttl,,%7;],((+pp��ti{1'yy, `C i•i'f' r� J'A'CKSC)h'i 1ViLLE, fii 32220 . . CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) 6-L. Date: Job Address: Owner of Property: - 40 --Tn ,t s Address: 4:�00 a wPro► - 1Aha--t, &ea4� .4-C Telephone: �L—/Zcb Legal Description: Block Number: �5_ Lot Number: Y Zoning District: Contractor: 4dv l- C6A)t: uL 0 4J State License Number: e6�_4 /5-D Contractor's Address: d P a G Telephone: /D '7 - Fax: Describe proposed use and work to be done: 614CC Bogs UL)a'_01 OA POLr lw_ l Present use of land or building(s): Valuation of proposed construction: What are the dimensions of thf!=iJp e: feet x 30 feet Will the added area be heated and cooled? 0'a New electrical or increase in service? VQ New plumbing fixtures? PU New fireplace? New heating/air conditioning? !V e Is approval of Homeowner's Association or other private entity required?Q If yes,please submit with this application. Will,thyis 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 Remova'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.f.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: y Date: 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 andco ct and that plans supporting data have been or shall be provided as required. Signature of Contractor: �i Date: ���� 11 11 Address and contact informatiio�nl of person to receive all correspondence regarding this application(please print). 24 Name: ZVORL ItI� 'f L-/85�1t X51 D4,/ Mailing Address: P00% cot. Z�& �1• 3„-)va a� Telephone:/�y' �S���Z�G Fax: 7b�6 '' G 3� E-Mail: nsr't.te 'zf1 20 C-1a AS TO OWNER: Q Sworn to and subscribed before me this p� 6 day of ,20�. State o7511BBn -M "j'Ift� 9002 � 'ZZ Tudy Sans dxg 's : %00I1(TIQ#uotssrmmo3:,!t&� Notary's Signatw-= ILL 14�7d MTV Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this �� day of .2003 . State of Florida,County of Duval Notary's Signature: "r ,. MAMEEN IONt3 ❑ Personally known . MY COMMISSION#DD 095080 EXPIRES:Mardi 31,2006 [Produced identification C kaondedTAn,NoWy PUbKCUn&w fts Type of identification produced �. GoZ O- 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atlantic-beach.n.us Page 2 Revised 1/14/03 a , 't. Ne � S a- i>�+! e � � 'r .x Via•,. ';M 5.�'�.: s �ti� � d� �I x r r� w _ n , . �k'az' 1 - u � ��* +C.'�y +rt+ r•M1, t ; kl `t rq qry a� 4; '�" '"i'0. � ....�� 4♦�.mr.� ,fi tb l?l�tY'c� 'r„'�.#i''A�i+F A Yfyy r� L'�`„ �'► a, .r g,� r e� �t4 ,`x �,� a �. , iRti.'l�+�i M i " y7�C '-k -'� '•"P rR i �-��� .;�•` .� �s��3, 2 :'frp .. t ,i.� ;x �2� "'�� r it` �`' , ^:'. "��r. • d _i, r,.yr '�. `> f i i'3 ,� P y. .i« _ _ x p �r ';� •,ter'"�: �: Roo:fO:v erha �[ Existing House Remove and Replace Water Damaged V co&liding 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 4'-811 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 aC) C7 � � o CA w Ln U c _ O H o U N "C3 N � M L 2 O O .� N CZO �n u a 00 ti a� u NO O U � cC !i cid �, V En W CA Q„ w � U CA U v � Cd , I cc U Approx.5 feet De--aaA 2X6 To Rail 2X4 Stiffener Top and Bottom 2X2 Picketts 4"on center Pressu•e Treated 2X6 Double 3 ch Deck Wall Flashing Scre 0 '--, 'Detaa,L Pressure*raeted 2416"on Center Double 2X10 DetiaaF Det Detail D 1-4-Joist Hanger Bolted Connections NMfN HOUSE- Treated Post 'YX ^/ Nailer to Wall Approx. X4 Concrete Anchor Vetaa,L C EP o Existing Concrete Slab Concrete / 4th Street,Atlantic Beach,Fl. 7/16003 N EW DECK WORLD CONSTRUCTION CO.,INC. Prudential Realty" ______. 8464 Mallory Road _ Jacksonville,Fl. 32220 904-759-1266 cc - lb r, o ~� Ln a `a t Ln ii��� o m USca Q E � v cd V� ' `p�j= LT z tm f ,.� tn «• O in ; d .�m �i m o 4. ocoo a EE °C� a E CA O O 0i °�� —0 o o ami a 44) (D d` ac O o Z p<n in a a U U) Q 2 o H a �\ 5661 Ljd`d`008£wjod Sd a Face Mount Hangers - Solid Sawn Lumber (DF & SP) 7- Dimensions . Dimensions Fasteners flows Doug Fir Larch/Southem Pine Allowable Loads Installed Joist Model Ga I Header Avg uplift F1oar(10D) Snow_(1151 _R_oof(425)- Cox,Size No. W H 8 Joist Inde' I, 10d 16d Utl (1331 (160)1 10u I i6d 10d ( 16d� 1Dd 1 16d SAWN LUMBER SIZES LU24 20 1°r.'t, 3Y, 1Y;. 4-1 Od 4-1(A 2-1Odx1,; 2333 245265 445 530 5101. 610. 555 665 Lowest .__. ...._. _. __. t I l US24 18 1 3,r.; 1;.; 4-1 Od - 2-1 Od 3850 465 490 640 - 735 - 800 2x4 ._..._. _. ... { li U24 16 1yi; ` 3/, 1Y; 4-1 Od 4-16d 2-10dx1/ 4117 240 290 445 530 5}0 610 555�..66.51+29+67' _ ................ H0?6 14 1'.. 3},, 2i, 1 - 4-16d 2-10dx 1/ 527240 290. 535 615, - 670 5'0) I)HI I LOS24-? 18 3:,, I 3-;, 2 - 4-16d 2-16d 5303 440 440 - 7G5 880 i 9E;0 I nwru;l 074 7 16 3 3 2 4-10d 4-i 6d 2 10d 11'17 295 35.5 445 i 530 Fi 10 610 S5- 661) 33'.. 1x=1 i ' 1 f HI121-7 1.1 3t;, 3:;,; 2:'. 4-16d 2 10d 5270 300 360 535 61,1) - 67U :140 'o LUS26 18 1,'•,; 4-y, 1 y, 4-10d 4.10d 5167 : 930 1115 830 _- 955 - :1040 - _Lowest L 026 20 14,1',. 4''; 6-10d 6-16d 4.1 Odx 1 3217 490 i 565 665 800 765 920. 830 1000 +6%, 7x6 U26 16 1 4',•1 2 6-10d; 6-16d 4-10dx 1 y; 4950 480 I 575 665 800 765 920 830 1000 +43%; i HI176 14 1 X,, 3k,. 2Y.. - 4-16(1 2-IOdx 1Y 5270 240 290 - 535 - 6151 -- 670 +179% HUS26 116 1';, 5;t{, i 3 114-16d 6-16d10000 1550 1550 - 2565. - 2950 - 3205 +276%' _............ . .... 11157(19 18 3;k• 4.1 2 - 4-i6d 4-16d 6076 1140 11fiFij 1000 1150 1250 Iown51 11211 2 16 31. 5 2 1 8-1 Ud 8-16d 4-10d 70333 590 7101 890 1065 1020 1225 1110, 1:VIA) 6h UHL HUS26 2 14 3.;, 5;;',; 5 2;rfi 2 4 16d 4 16d 8(13 1080 1,.35 i 1005 t t 5 t2h5 i 17 IR126-2 Mir 14 3,_ 5%, 2Y. 8 16d' 4-10d 44/4 605 /2h, 1010 12:95 1340 , ,33 IIU26-2 Max 14 3;: 5;:,; >' 12-I6d 6.10d 11383 905 10851610 - 1850 - 2010 +?54 LUS26-3 18 4 , 4.r;. 2 - 4-16d 4-16d 6433 1140 1165 - 1COO i - j 1150 1250 j �r IPL 0211,2 16 4',; 4Y 2 8-ifld H-16d ?-10d 7033 295 355( 890 10651 1020' 1225{1110 1330 ✓ 2x6. HU26-3Min 14 4};;, 5}% 2y: 8-1 Fid 4•IOd 9474 . 605 725 - 10_70 _ 11235 - 1340_.._. j HU26 3 Max 14 4+,', 5}z j 2x. - 12-164J 6-1 Od 11383 : 905 1085 - 1610} - ; 1850 2010 I L US26 18 1 y;- 4'oj i t}, 4-10(11 - 4-1 Ud 5167 930 j 1 1 15 8330 955. 1040 Lowest 610d 6 16d 4-10dx11; 3?17 490 565 665 800 /fih 920 830 10(x1 +6 I.LIS"L8 18 1 j 6'r„ Pt, 6 10d• 4-1Od 6067 930 11115 1055 2x8 j 11128 20 1:1. i fi�-i; IY� 8-1 Od 8-16d 16-1OdX1r, 4017 735 I 850 890 1065 1020 1:);,y 111U 1:300 3!1 '•• U76 16. 1?•• 4r; 2 8-11k1 6-16d 14-1Odx1;t, 4950 480 575 665 800 765 920 fi,'3f) 10(0 43 IiLJ28 14; 1;;. 5.;, ?h 6 !fid 4-10dx 1 6683 480 575 -- 80h 925. 100! , ?bl HUS26 iti 11.; S:, 3 14 16d 6-16d 10000 1550. 1550 2565 2950 3225 + 276 IiL1S?8 16 1;.. 7 3 _22-16(1 8-16d 1316/ 2000 :KJ00 35851 37001 3177-`) + 409 1d,'26-? 18 3y,; 4?;, 2 - 4-1 6d 4-1 fid 6076 1140 1165 - . 1000 1250 Lowest I.IJ 5'28 2 18 3 7 2 - 6-16d 4-16d T750 1140 1165 - 12-651455 - 1585 .8% .7..._ ....... ._......: ....... . 0131 UN 2 16 33„ 5 2 8 10d 8 l 6d 4-1 Od 7033 590 710 890 1065 1020 1225 1110`1330 +65% .. . ... ?x8 IIUS28-? 14 31;; 7_1f.. 2 - 6-160 6-16d 11190 1550 1550 - 1505 1730 -• ' 1885 +188% IIU28-2 Min 14 3 b 7 2Y. - 10-16d 4-1 Od 11383 605 725 - 1340 -• 1540 ••• 11675 +397% HU28-•l. Max 14 3y,; 7 2r; - 14-i6d 6-1 Od 14566 905 1085 - 1875 - 2155 - 2345 +418% I I'! I t1S78:i 19 4'•.; 6i; 2 6 164 4-16d 7500 1 1140 1165 1-?65; 1455 158- 2x8 IJ26 3 IF, 4:•.; 4'-_ 2 8-10d 8 I6 2 10d 70331 ' 295 355 890 1065.10;'0 1114) 13:10 LUS28 181 1?; 6=; 1 .; 6-1Od - 4-1 Od 6067 930 i 4115 1055 - 1210 - 1 1320 - L_owest! t 1,128 20 11.;,; 6!,, 1;_. 8-1Od 8-16d 6-10dx1 u, 4017 735 850 890, 1065 1020 122511110 1300 +13�� - ---)------_.--....;. LUS210 18� 1?,r /:;;,; 1 8-1 Od - 4-1 Od 7750 930 11115 1275: 1470 - 1595 - +15%1 ?x10' 11.1210 20 , ,`• 1y1„ 7,,,,. t;< 10-1 Od 10-16d 6-10dx f: 6250 735 850 1110. 1330 1275 1530:1390 1660 +28% ; U 21 U 16 y 1 iv. 71;`1 2 10-10d 10-16d 6-1 Udx t Y: 5583 720 865 1110; 1339 1275 1530 11390 1660 +76%: a Hll'21f1 : 14 1;,,, )!„ 2;; 8-1 fid 4-1Odxty_ 9_474 480 575 - 1070 1235 -• 1340 +225%, HUS210 18 1';a 9 3 30-16d 10-16d 18833 2845 3000 - j3775 - 3920 j - 4020 +460% I I N"9 2 18 3'; 7 2 Ei-16d 4.16d 7750 I 1 140 1165 - 1265 - 1455 - 1585i L owtut 1115210'1 t fi 3 t;; H ? 8 16d 6 16d 10906 1710 1'745 1 i 65 ?030 ??W 34'• 0K 112102 16 :3}� EiL•. 1.1-Ilkl 14 1Fir1 Fi lUd 11000 ' 890 lOf;a 175- 1860 1/85 2140 1940 2330 188 IIUS2IU-2 14 3}, 9 � 2 - 8-1Cki R-1w 14550 21fiO 2 qO 2010 ?310 2510 • 217% H1,1110-?Mini 14 31f, 8';',,, 2;, - 14-16d 6-IOd 14566 ' 905 1085 1875 21:151 2'315 -44 1 Illl'210-'2 Maxid_ 3}r 8.,; 2:,: . 18 I6d 10 1O 15166 1505 1810 .2410 :'i 75 :3015 r 4fr/ i US28 3 118 4% 69; 2 - 6-16d 4•IF)d 7500 1140 11651 - 1265 - 1 145.5 - 1585 LUS210 3 IS 4`Y 8;e 2 8.16d 6-16d 75 - - . . . 2x10 U210 3 16 4;; /r., 2 14-10d 14.16d 6-10d 11000 890 1065 1555 1860 1785 2140 1940'2330: IIU210-3 Min 14 4i,. 8; 2%z......- '14-16d 6-1 Od 14566 905 1085 - 1875 -•- 2155 -•- 2345: ^ HU210-3 Max 14 4'j;,, 831; 2, -- '18-16d 10-10d 15166 ,1505 1810 - 2410_- 2775 - 3015 r,i.•.,' ..Ii.ir ;�li1= t ri a ..i(i lid! 10 11,5 23500 I?)3b5 :3430 5190 !)9706490 43185•5040 5480' l is 10d mmmon •ads or I&1 sinkvm r9 gauge x `%")may hr'lI5Cd niSEf—irl h MIN wading gwntir and Marl L'a:I1m-1111;+I!:Dir .l of the,spi.-Ofied I6d nails at+7.£34 nt the table(nail Yalni:. MAX nailing quantity and ipad+rilUe•;-•-fit ;11 mono ant.tnimir•lint?r :rrr 2.1&r s,nkers(9 gauge x 3''+')may he firmd inrtfad nt rhe q)wAind S.DF/SP loads can be used for LVL.See page 5 tar headers with reduced 1 Ud zumtnons with on;nod n:ducliou. capacity due to installation with diflerenl nails. 3 Rout Iuuds dre 125'1.UI rIUOr loads uriicss hmitCd by uiher t:rilmia. 4 Uplitt loads have bun wcrimscd 3r,,and 60'-1.fur earthquake of'✓+Ind Ilan(ler,do trot have an lw1ilh:d Crcii,h)Uux, Ina+iiowl zith no further iiwrease alinvomL Rwluce by 33 grid 60,I fb. nnllnal loading cur.h a5 in Gdt11II81 ei conutructlon. r BPosr CCAPS Th; PC, ih)v.!!­li)*,*ho i'.noofminti rif i ix>,t.-.i n 4x qont x 3 ?,x g to ',;A:)wq.:}il.11il�"Jlu,tr miring !,"tin and po;Ut givicn;addIR, h:W; ijllw,� [Jill;:0NOpo.1 I:.JpA);Jstj!'m light a'tp:,r k1spe.nnu::Ian,rl:; C - T,;'I BCS2-2/4 I. MAIIIHIAL Ukileml:: US.Patent Nos. FINISH 4.480,941 and INSTAI I ATION wi,- Sr!!Givirl:)l (hi::!!;. ) %0 5.603.584 •"C-; wilill d:vrl.11,11 1,01%.'11 tjll 111(jlt! 111 9 .•�i Canada Patent IN!t1faill nlo HIM pwil I)tjl;:.,;In IIIR 1,111;ij.1:1arls 1,193,418 • ",Fj R;tIl li:p -.11.111110-11 1'as I!,."I hArS: CODES Rf!fA. ;!:PO ".3,`;': -%-7111 1':1. IVRO Cit;fit I A lilt 95076 if KGOi TCCA 9i 9 W�3: Flnd,_,Girt I I No Y BC60 MCI. ;X;U11. Typical BCS Hall Base Installation (other similar) Allowable Leads Model Dimensions fasteners(Each Side} Uplift (1133&160)' A Avg C No. Wi W7 Li L7 Hi H7 Surface Surface Surface A 8 C Ult Will Lateral y. CAPS Acil 3'-i,. 3-. 2.- 2.: 3 3 :3-1 fid 3-1 fid 3100 980 loOO RUG 3,1, 9., 4=_. 2;-.;. 3. 2.L' 6-16d 3-16d - 3100 980 1000 BCS 13C.IR 4 .4 4 4 Cap/Base-16d -16d - 3100 980 1000 3 3 6 C RIG6 3%. 6-16d 5-16d - 47()() 1(T) 2000 !Tr,:3 6 G G Ili 3 3 G-16d 6-1 fid 4700 1050 2000 .16d -I 6d 1000 4 6 6 5600 1800 L 3.-:. 2- 2-..e 2 2,.,.. 4-1 Od 3-1 Od 2697 7W 1025 rj(' -Tee C,')'1 .1 44. 2:.�� 3.%;,. 6-16d 3-16d 3000 800 1495 BASES 11r.1(1 3.,. 3 1-, 2 i-I 3-16d 4-16d - . - 535 4-16d - 535 RCAOR 11 4 3 4 )d 3..-. - 3 4-I 6d 4-1 rid 5y) 3 5-160 4-18d535 ri: 'i % BC4 6 3 6 1 tid 4-16d 535 Cap/Ba 3j". I-,,I -zui Iliq LAL ,,I vi:ntl 1,,.ailui4 wit Ic.:I:jf 1,11wr h%iii dm.r:jir--ti:::ownitI I!j'lit! LCCLALLY COLUMNCAPS WIP.1[111:11e hea'ill[;IFn(Wl W Fiii h1q.!1 .1ildr.1 wartirin. MATERIAL ]:I iiaijiv% FINISH- nip!;--;n qui v pantLCC5.25-3.5 INSTALLATION I Ise. it speuktifl laslerw.is lally ,:(:Imnii.-;,nrj ovni itit%Inli-F ctilm-fln - rl:,Illach to 0a till dw. Lally Allowable Loads I I raids may Ilot he illcrem:(-.11 Y Model Column 101 ;1•,11 ICI III I(XILl IIU No. W Girder Nails Outside Download Fl 7 Allo.veniilo Iror1r.1w doln:wiwil Dia OFISP/SPF LVLIPSL (133) (160) UIIQ t,t.- jivn;l u I[,I,, Jim Is us 1111!I�iffj..Al V1.'�11,w.1 I ei r ri;)Ip?x 10:12 111-16d. T.. 159P0 134:11615 �1;0r,TIT 1325 Jim cr 1); and TIn 1 1 4 1 n jile 2x 10.12 8 l6d fl 201370 1315 1615 hi IV.1IFil,ut 1:111= Typical LCC5.25-3.5 I CG6 3 6..-- Quad 2x 10112 8-1 tid 3 ,.�.. 151120 1345 1615 :1 ile lot a cr, -._ri L Installation connecting I 1illuti -'alli L(;G6 4 G Quad 2x 1 ail 2 8-16d 4 20670 1345 1615 4.Spliced conditions must be detailed a 3 ply LVL and a 31,17" :3.,, A 3.5 LVL PSL 8-16d 3�-.- 15820 1345 1615 by the specifier to transfer tension diameter steel column loads between spliced momhers by WWIb 4 .3 3.4,1.VU*I'SL 8 16d 4 20670 1:3.4:, 16M means other than the tally column. V;, LCCb.*25-j.3 5;.;. 5.25 LVUPSL 8-16d 3 v, 1b820 1345 1615 The splice condition load is 6/be Ills per beam side and the tally cap must I CC i.?5vt 5y,, 5.25 LVUPSL 8-16d 4 20670 i 11345 1615 be evenly loaded. -tiv F' 220 RNi4ill" L I Cl:,' I VI;PSI ti-itid :1 17'7J.120 1:146 1616 !I Tn.1--hipvp rp.f.11 In :1s.1:'(.r;lrip lluLit IJL! tu CUL.111(i 111;jI 3336 1 CG i.1 1 vl.11�;[ B I fid -1 20670 1'A-5 IBM 1.:,.11110 wN.J.1101111i,Illv 90-4-786-0 ') ADJUSTABLEAND AB/A8A/ABE/ABU/PBSS7_ANDOFF POST BASES L=127 ,he AB is fully-adjustable post base which offers nioishire prote(, and finished Q Pus! Bases Provide le"led I hey lealtifu V standoff height ziJ-�ULL 11 % atone COTI(Irele Moors..code required-,�Jw.n',upporlim permanent 4,'t-1 -imictowN 1kil ate e)(1)(mad to the-acather or water splash,oi in bascvni,nis.Tne'v reduce the puterilial for decay at post and('61111111 ends.MATERIAL:AB 12 fl-I MAWS. 16a ba q -.-u;cover:all others see table. • T FINISH-Gabjanucd.Some proproductsavailible in Z-MAX: sou Corrosion Resistance.page 5. INSTALLATION:-Use all sKciliefl Genw;jI Noles ABA44 •I'Vot iectimmendud for non lt)lj :iiijilimled insiallatiwis (other sizes similar) sli0i;jr fences. U.S.Patent 5,333.435 ASE44 •PBS embed into-e,.-vt condole up it)dill bottom of the 1-standoff ALIF,16.46R.66,ind t?[;F. base plate.A 2'ininiamni side.cover Is required to ohtiin the hill ABU44 load for PRS Helps in the hottoni of the PBS straps alloy;for tree (other sizes conerete flow. similar) ABU88 -AB-Post nail holes uju sited tot 10d corniTion.si. RWAXICILItilf Xilust- 11mit plale;Issnim"s losition dia o1whillage.Slipolied as ,"ho."al:position 11716 1110 post,se(:11re the nut.111cri bend tip the fourth F;idp. •AB ASA.ABF;md ARIJ-tor pre-pour installed anchors.for apo)OV or ,vmd(le.wichors. rvlWand install according to wichoi manufacturer s %; f(Y.;01111nendations:anchor diainvict Ili 1;jh1u. lw*111 wolliletl O.'aslier. 2 load is not illcklflwl lar ARXs transfer •Sec Simpson Anchor S­stems for plates ' supplied lested.io;w-r-,ifed anchors. f CODES BOCA IC80.58GGI NER-393, NrR...m. Nl`R-432,NER 469. NER 499; Typical AB Installation ICBO 5670. C AV of I.A RH 2-:1818, H IM 25064.?5014. :)!0". : 1 la(iv Ft.q9-0713.05 jr OD 0512.11 -ABUT ABA.ARI-i. 41"T Dimensions Allowable 4, Model No. W L Downloads 14F (Ing) AV144 3 3 4065 i%1114414. 4 4,l_ 4069 1:11;;14A. PAR rot LM; fR 5 4165 A846 H 4 6 4165 rjr AB 131 6b H C 6 6 5335 an be Typical PB544A Installation Typical ABE46R Installation for installed on I wlrl!.111:1",11ol br rough lumber(ABE similar) :1acillif existing slab Material Dimensions Fasteners Allowable Loads Model Nominal Post Uplift Uplift(133) Uplift(160) F,(133&160) F2(133&160)' No. Post Base Strap Anch Avg Down Site W L .4 H9 Bolts Ull (Ga) (Gal Dia Nails Nails Balls Nails Balls Nails Boils Nails Bolls (100) oty Dia F 4X1 16 16 3'"'. 3t;. 6 100 21110 _R5 obb I 4i(It10 . AM 11 4x4 1 C' H; 3 3!.. 6-1(k 1 1893 520 5120 b66b AM H .1 X1 1(; 1:� 1 1:-1611 2 7833 2200 1800 2200 2160 6665 PHS-14A 4x4 1;' 14 1 • 2 ',Vi 14 1 flyd 2 7713 2400 2,100 2400 2400 116S 210 19W, F695 666!1 ABA.44H. RGH 4x4 16 16 4.1., 3X 6-1 od 2120 5.55 1 555 8000 AM 441 i Wit I-1x4 16 16 4 3!'. 6-1(WJ 1893 400 i 400 6665 QF41" 4x6 W 16 3 8 16.1 to6/ 810 810 5 P111--.41i 4x(3 Ill 14 34.; let lGd 2 7733 2400 2400 ?41)0 2400 11(j!j 3641 W; a8i, 'J:33f) AW-.46. 4X8 14 14 3.:. 8-16d - 2961 700 700 5 12 IW 8633 2255 2300 21300 2300 AP1.4(iR Willi 4Y.6 12 16 4'i,, 8-16d 5167 810 810 i335 AHA46R RGH 46 14 14 4 5-16d 2967 935 9:3n' Gx6 W 12 5 2t, 14-IrAl P 13100 2630 3560 3160 -1000 18W' 570 1;'(1(1 1.197 !413tfl AVA-31. 6XCj 14 14 5 8 1 tid 3050 720 720 066', )VIF W. GX(' 17 14 • 8 1 W 4833 900 900 12000 A�11(:E 64 1';' 1 U 5!.: b I:. 12-16d 2 8900. 2300 2300 2'300 2300 AdA66P. RGH 66 14 14 6 5% 8-1fid 3050 985 985 - 126W) AULMR RG1166 12 14 6'o; 2 8-16d 1833 900 900 A3U88 8x8 12 14 7.. 712893 ;)320 2320 18 iticl vr 4 ivI I ! RD, ARl.l,98R;RGli8X8' 117 14 8 1 i 2- 18-16d 12893 2320 2320 32240 111110'aw:LOU1.11 oays t1j;x, illcre'lbcd 33't 111d 60'. 2.nowifloads may nor 3 Specifier to aesiq.r m.m.,pte tor sho.ir mparay t). W.111 mi.110 1.7,e10ZIS.--allow"fl. !W IlLreasiml for I ABIJBIland A811881i iniv h,:im'.1nden w4h3~H.,;,;X:; It,d.lir N."Q1,and to"'V...tot ihorl temi luairu. lot 111v sallip[Ably.laud Duval County Property Appraiser 2002 Certified Tax Roll Matching Record Cards rage 1 oc 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 Duval County Property Appraiser - Parcel Summary rage i of i Owner's Name: HOLLOWAY , MARGARET M Real Estate Number: 169812 0000 TRUST 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 Properly Use: 0891 DUPLEX Sale Date: 7/9/2002 Legal Description: 5-69 16-2S-29E Sale Price: $100.00 ATLANTIC BEACH LOT 5 BLK 5 - Neighborhood: 008411 (0800'S) ATLANTIC BEACH Section/Township/Range: 16-2S- No. Buildings: 1 29E 1Offical 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 County Tax: $2,051.29 Improvements: $195,400 ISchool Tax: $2,494.32 Market Value: $298,400.00 District Tax: $946.55 Assesed Value: $298,400.00 Other Tax: $149.35 Exempt Value: $0.00 Voted 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 > of i 3M ! I I — _ !� �! 169812 0000 �! 320 312 II � I; 1 i 360 II � 322 Copyright JC)2082City ofJachsonvil—Fl--^' 315 a 43ft http://maps.coj.net/output/duvalEnt—GISMAP29401312519.png 7/29/2003 Map Output rade ui JAXGIS Property Information 3Z4 310 450 342 326 — - 352` 345 =--- 455 420 1 -- 33:3 317 307 275 335' 331��, 325 345 363 351 337 --_ --_� -------_ Ck 3.85 i 59872 000 'i324 i'� 312 360350 ..55 1 34x4 338 332 I � 1 I --- j 358 3" _ _ — —_-- 345 — — ± -- f =-- — 322 — 317 26 315 321 335 312 ' 347 i _ — 1359 349 272 288 I, 1 41=-- i = 332 322 311 ; — I 271 3fi0 I 350 Copyriv hi�O)20MO Kiy a�f Jacl®onvilk.FI I Zi5+4�---s , lood E# Name Address Tota/ Acres tat ap Legal Descriptions Zone andUse Zoning T Value ook anel 12 -69 16-2S-29E Not in 1698120000 HOLLOWAY TH ST 47500 .17 005 59 4ATLANTIC BEACH Flood MARGARET M TRUST 2233 LOT 5 BLK 5 one http://maps.coj.nevWEBSITE/DuvalMAps/toolbar.asp 7/29/2003 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 la'I 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. B CI • ° I CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: - v -O Property Address: 57 Owner: 5o"N Cu.Ns-i. Telephone #• Contractor: S 1y,-11 (2 Cts Telephone#• o/-o cut) Contractor Address: ('.u. ,dux Fax#: 6yl-2-3"a' 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 ordmsnces 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: Cl Gas: LP Natural _Central Utility t ' ❑ Oil ❑ Other—Specify MEECHANICAL EQUIPMENT TO BE IN STALLED NATURE OF WORK � Q Heat _Space _Recessed entral _Floor CI Residential pArr Conditioning: _Room C Duct System: Material Thickness X-C 13Commercial Maximum capacity00CI c� ❑ Refrigeration 2(/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) 2(/ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Boilers ❑ Extension or Add-on to Existing System ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Too's Agency Cures4.-Iel �/'✓4�F 3 S L Cu,vJ 2TU—re 201 r HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving NumberVnits Description Model# Manufacturer BTU's Agency H Il.,v U 1 f mit a�( ung L / HISN7•t/'/US f2a—f S juw �I- /! A .l (//e.) /t4- to w e- TANKS Nominal Capacity Type Liquid serial How Man &Dimensions Contained Manufacturer No. Agency Approving 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845. http://www.cLatlantic-beacb.fLus U 'ti <W b :n� U ® d � t9�P13B44 � ("� 105 615PARTMENT OF BUILDING . CITY"OF ATLANTIC BEA614 i PT INFO II TIC � w,:.. ...w,». LOCAL +0 MINFORMATION Nximber; . `,AOS- 41' Addreis FOURTI STREET Prr�► t UI�IIIt A`TTI! 2C BZACI ,' FIdCfRI13A 32233 C1 OPof + rbc." REMOVE, _. .. __- r Cer .tr. '� pe: WOOD I��E I�€at: 3 k: Section. ion---------- P *cas d U 1 fXnS FAMILY Tc%vmship: Owe 4ted. Value* r C a O S�€Ld�'� ,' i,', ' TLANTIC EEACM B.t {I $0000 �m0 d $ t3 ti L�f? c 731, 9 OUSE,', OARAGE, POOL Work IOpt' *«R« + PLI IO F .. .. N St mil T Ad 8TRZVT WET R IMPACT I*EE $"O.00 P` Olrt � "32 3 µ B, IMPAC YZE 00 g "` lAr""V., OA X.S. 0.00 _.. �:t �T RRT � C?D t Y'I 'I CAPITAL IMPROVE. $0-00 Add r ss4 C3AI Anob " AC LE, 0 088 COORCTION $0 .00 Lice M * yp : 0 SSC IMPACT .PEE aC?®00 ComI T Ot} PIOTES: � y� { f k 1 ix NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED,BEFO$1 POURING � PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDI MATES#AL, R118> #SW AND,E?# 1 KRIS FROM THIS WORK MUST NOT BE,RLACS011d PUBLIC SPACE,AND MUST BE CLEAR ,UP ANO HAULEDAWAY`'BY EITHER CONTRACTOR ON OWNER { s "!FAA RE tC 1 t WIT THE MECHANIC' � �1 "�.�#1 ' ��1 ULT�Iff THE .ROPERTY WNER.PAXINGTWICE FORTHE S IL�VIN IMPROVEMENTS" r � ISSUED ACCORDING TO APPSOVED.PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR r �'WOLATI,5N OF APPLICABLE PRC?\JISIONS OF LAW. ATLANTIC BEACH BUIL DIN L) PAI 'ENT BY- , CITY OF AW stir Feacelt 800 SEMINOLE ROAD - - ---- -- - ---- ----- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 August 4, 1997 Dear Resident: It has come to the attention of t-he Code Enforcement department that in some cases the residents at 310 & 312 4th street are unaware of the requirements for placing garbage and trash at the curb for pickup. i am enciosing for your review a copy of Atlantic Beach Ordinance Chapter 16. Ary future violations of this ordinance may result in code enforcement action against the owner or occupant. Your cooperation in achieving and maintaining 4 a better quality of life for all 4th street residence is appreciated. Any questions regarding this matter should be directed to the code enforcement department at 904-247-5855. Sincerely, Karl W. Grunewald Code Enforcement Officer KWG/gah cc: Public Safety Director cec 6555 certified r:ai1 return receipt requested a� d 'co m a O -o m o 8 r9 d rn'�y U a V `I E a rn v y tOi L q> N .tl ti 3 a`> Li ul Q.C E 0 m n 35 2n o V \ ZD N a S E E'° a E Z O o o ami ° a3 a`=i m m O o c}i Zn a a v u�S cc cc o r a 9661 lud`d`0085 WJOd Sd 1 PS Form 3800,April 1995 a� Q,3st a n m fjl� c t$n 0 0 9 oro o M CD =)"D °—' N m m fD f �Q c� rF CWD m m ;! -nID O ni CD "CD A �p < R c° In y Yri a� 3 y 0 B o n E+ 0 _ w T L fA ( o =w p- \ \ _ ri &CL C3 (Dr" �, ti ibI Ldle0eu uJn:1e8 OIjSewOQ 6ZM-8-L6-969ZOt I'M jegweoea 't LOC wJo-J Sd _ c (lu& y. eels PPb' : nleuB!g•g c (pled s.i eel pue 2 � l Pelsenbeiiflup)ssejppd s,aessejppd-8 (eweN luNd) A8 Pe !aoey g o A�en!Iea to elea I cc a00 ❑ 91pue4aeW sol idieoey wnley , ro pemsul ❑ !e x / w Peg!�e ! pejels!BeEl ❑ a� l �� �1 �• -- �, edAl aoweS•qq jegwnN elolla`d eq of Pessejppv eio!lnd £ •eel.101�elseunsod i!nsuo0 elep ay1 pue wenl a seM a •PeJen118P AJ8AII8a pelaulsea [3 ,Z P 841 Pug P ey1µgag eoe dvewtq wo4M o1 Mo4s 11-1dleoey wnleti 9U. } I 841 uo.pe;senbey jgme qy wmgjj.eluM• w sseJppy s,eessejppb ❑ •1 Sou seo eoeds 1 iwued P t 3peq 841 uo jo`_Id,Rw 84t;o W04 e4t W uuo;B14l4oeud < e9 ej 9 pjw a l s141 wnlel ueo ane leyi os wro;8141;0 esJenei 841 uo 889JPPe Pug eweu moR loud■ A ue sol)seawes Bu!nnollol syl en1839J Ol t4SIOs!e I seowes leuo!ilPPB et,Pue'e4 ,E,swet!eleidwoo■ s. JO) /Pue t sweq eleidwop• : 3 N3S CITY OF r'l�G�a�ttic �►e� - �G� Cz 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(804)247-5800 FAX(804)247-5806 SUNCOM 852-5800 October 13, 1997 Margaret M. Holloway 1204 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 8t 312 4th Street A/K/A/ Lot 3,Blk 5, Atlantic Beach RE: 169812-0000 Investigattion of this property discloses that I have found and determined that you are in violation of City of Atlantic Such Ordinance Chapter 24, Section 24-17,We have been informed that there are more than two unrelated parsons 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 can will be turned over to the Code Enforcement Board. Under Florida State Statutes 162.09,the Code Emoraenma 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 ety, Karl W. Grunwald Code Enforcement Officer KWG/gah cc: Public Safety Director Mark Holmes,&Occupants via certified mail return receipt requested c.e.c. 6981 r I also wish to receive the ENinpiete items t and/or 2 for additional services. following services(for an i• ■Complete nems 3,4a,and 4b. extra fee): •i ® ■Print your name and address on the reverse of this form so that we can return this v card to you. Z > ■Attach this form to the front of the mailpisce,or on the bade if space does not 1. ❑ Addressee's Address ` permit. « ■wnm•Rerum Receipt Requested'on the mailpiece below the article number. 2.❑ Restricted Delivery o ■The Return Receipt win show to whom the article was delivered and the date Consult postmaster for fee. C delivered. 4a.At,7 7rnber, cc -a 3.Article ddress ed to: (/L/i t,; �`j� 17 C c �2, lit / ? JCZ 4b.Service Type6 � ertifitsd � p Registered 6_. `f 131 r ❑ gAoed Mail ❑ Insured �—� / _ Retum Receipt for Merchandise ❑ COD o 7.Date of Deli o O 0 8.Addressees Ad rens my if requested m 5.Received By: (Print Name) and fee is paid) t 6.Sign tura:(Addressee or,Agent) X oc 3811. 02595-97-B-0179 DOrneStlC RetUCl1 Receipt c=,mcamber 1994 — PW3844 9268 DEPARTMENT,OF BUILDING CITY OF ATLANTIC BEACH ------ -------- PERMIT, INFORMATION LOCATION INFORMATION --------- P,!�rtn�V-2 Number: 9268 Address 312, FOURTH STREET P e,Z Orat Type*. MECHANICAL ATLANTIC BEACH, FLORIDA 32233 ass- 6 f Worki ALTERATION --------- LEGAL DESCRIPTION ------ 3ubdivision: ATLANTIC BEACH Type: WOOD FRAME ot *, Block: Section: eP:4�0,P!0-%d US01 SINGLE FAMILY Township: RNG: 0 Dwe I I iilgs: 1 Code: 0 ts�t.i mak e d Value: $0 .00 Im' p, ov. Cost $0 .00 Tbt a I $41 ,00 'Ampun t41.00 24, E OUT SYSTEM TION APPLICATION FEES an C,H �PERMM $41 .00 STREET Ad, r,4 si $' WATJ,,,,MPAC !EE ma'ol $0 00 i, FLORIJ DA ER mied T P Of ill" Pho 7, 0 RADON GAS-R.R,S. $0 .00 0 Tlq4 ------- RADON CAB 5% $0 .00 Al 'RV Name. Y S 1K CAPITAL IMPROVE. $0 .00 TAP Add HOLL FLORIDA 33020 CROSS 'CONNECTION WOO L 6' Type*, 3 SEC H IMPACT FEE 44E �-00 -e CONST. SURCHARGE SO 0 0�'- A ",E P,�"&Tb_ -*k� W d", C NOTES-- 1 -A NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE �,$UILD11�3 MATERIAL,RUBBISH AND DE13RIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE �_CLE�RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER L FAI�URETO: COMPLY WITH THE MECHANICS, LIEN LAW CAN REWLT IN �THE PROPERTY OWNER PAYING TWICE FOR SU14DING IMPROVEMENTS. T-, 13SUED�A CORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATI N OF-APPLICABLE PROVISIONS OF LAW. AiLANTIC,"B k-pts EACH BUILDING DEPARTMENT BY*' BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH AT"HTIC*SACH. tr MIDA eeeee APPLICATION FOR MECHANICAL PERMIT CALLaN NUMBER IMPORTANT— Applicant to complete all items in sections 1. II, III, and IV. (LOCATION stmt Address: OF lotomefio, sbe*ts: WILDING Seb�di.iaien II. IDENTIFICATION —To be completed by all applicants, In consideration of permit given for doing the wort as described in the above statement we hereby ogre* to perform said work in accordance with the ottechpd plans and specificetions which are a port hereof end in acc*tdance with the City of Jacksonville ordinances and standards of good practice listed tk*roin. Nee** of M*ahenisal .� Cash«taw lr« C n�r Ceetw 1►►int) r2(7l(/1/ .4C/fJK MOON K Nowa of , x l f+roperty ow«. /1-e of Owner�Airllsoih v ~e*d Agent Arohl= N Engineer 111. 694S/1L RAPORMATM A. Type of 60#4 feel: e. IO eT1110 c10 MIlICT1011 King IBM an TNI8/YILOW eft OI TR I O i«—O V O Hamel O Ca"it fay IR Yu, Siva IImm 0/CONSTMYCTM 0 Of PWWIT p Othw — fpodM IV. MUCK AN"BWJV~10 M OWAUMP NATUMtOF WN I►weib complN.So of a000sawb on ori of IW fowl 0, fieeklential or 17 Commercial (loot O spar O R000wa/ 19 Co i - O N.w O New wks I Ai.CaftWeal": O It"a F1 Coobel O E"W4 ftlaal V O Ooe1 fy.l.+o: w.toial =:�•••• �' R*"W M of exlstwq eyel" Idae;wow«paw eJla O New Mlaeftow(Ne epeton prea*At#Mlew" O Reil*Otis* O bUnOW or e04M to e11MMM4 e>re M O other—NeNh O e«rw tee...: Capacity e� Q Fin opielas w: Member of he6A O lkwetw O Me" O Gosh -+r leelliw! "IIt slrpm rot 01111101 orf ONLY O tioaalieo^--- t.ewbwl � IQ.wr+�l O Took Ron" O Us ealloieo- latasborl O UN&W paves.voa1M O MSM+ ftm* Apo bp s.a. O olhw — Spat* fytwM e-- UNT ALL EQUIPMENT AM CONDMONtHG AND REFRWAUTION CQU924 t Nw""Valto DeeetrytNs U940I N0010 f t'lrMe)" i CITY OF ATLANTIC BEACH APPLICATION FOR FLUVBING PERMIT PERMIT NO. ��/ Date : 7-97- 7Z LOCATION 3j0-3�`� ' S rye s St eet LOT NO . BLOCK NO . S/D OWNER l-l- . MASTER PLUMBER '// Bldg. - - BUILDER OR CONTRACTOR L, C . Ho LL o ex J r. Fermit.._NTO,.. TYPE OF BUILDINGoyS f' L PS, SIT'TrS LAVATORY BATH TUBS URINALS lv CLOSETS FLOOR DRAINS SHOWERS 2 NATER HEATERSjZ DISH'4ASHERS DISPOSALS OTHER ,r44 e� 1VC'S TOTAL FIXTURES (g ,1 . 00 NO N ORK MUST BE DONE UNTIL 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, Flc)rida ) must be shown on back of appli- cation and be approved by the Plumbing Inspector. DRA'J PLAN AND SPECIFICATION OF ABOVE PLUMBING ON BiiCK. - Lpproved by Plumbing Inspector Date (FOR OFFICE USE ONLY) ROUGH-IN INSPECTED �`�' ��1 REIVARYS .._ FINAL INSPECTION:. �-�)���� CERTIFICATE ISSUED: ,_ FOR OFFICE /SE ONLY Date----------�- .v-�..19 y[-.� p0 Permit #_ Q. IQ......Fee$............... CITY OF ATLANTIC BEACH Valuation $---- �?/®e96......................... FLORIDA House #._.%Y40— .•-•---•-------••---••--•••------•-•--••••-•----•-----•••-•-••••-•-•.....••- APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plana 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. n 1 n Date..3_0..._�.-••• --�---•'�J...---•-•--•.................. 19_.-../.1 Owner... Q._.l-.'Gw_�*. ..._.._�__.�••.._.....Address..P.a....__. ...r1._�' Z-y` ��� � Telephone No............................� Architect---L......C 14,a-j..Fa-- -a�1 �1.. ........Address �-� •-,.�� ..............Telephone No...7i_.��..'.��J� �4v.A-*-e_y ------- --• -----�--Address-,3rh..._... Contractor Builder_-_.-- D �_-_fir D Gov------!!�..u _«_..Telephone No..•-------•------•------..--- Lot No..---------�---------------------------------Block No---------s-.----------------Sub Division....req._7L�-�1I�f G �_��_C-�l. Zone.. ----- Q 0 Q- -For what purpose w . Side Between................. ------------------ --------and--------•----------•--------------------••---•-_------Sts. - - -Street.---------------------- mm - Valuation $_ ,._.__ .a e� 1 pI rp building be used.._i�*- - '-_____._._.-_..Type of construction-_. r�. --- IF Dimensions of77Buildin Za 3.0.._.........Dimensions of Lot..lC-_ ...... ................:Size of Footings---tf!�... Size of Piers--.___.-___________________-._:Sizeof Sills..--..-.---------..____._.....Greatest Sill Span in ft._.._.__-__..___________._Type Roof___r�.�l._K�.�.)C*..f... How will Building be Heated?_._4r4-_f/w-*.4........................................Will Building be on Solid or Filled Ground?......-,�.�..��.C............ Size of Ceiling Joists---------- --------•-------------------- Dncg onfe;lte�s , Greatest Span---------.................................. Size of Floor Joists----•--_---s---4 --- ......... iatancGe•onQCenters......---- ----------------------------•--, Greatest Span............................................ » Size of Rafters--------------------------------------------------, Distance on Centers.. ..... .... ------...................... Greatest Span............................................ „ 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. W W 2. When steel is in place and ready to pour columns and/or lintel. Z x 3. When steel is in place and ready to pour beam. 4. When framing is completed. S 5. When rough plumbing is completed,and ready to cover up. W W 6. When septic tank drain field or sewer is laid but before it is covered. q q H M 7. Electrical inspection by City of Jacksonville. 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 tla/n�tic Be Signature of Builder...... -•-•-.... .k ....... ..Signature of Owner . .... -- Address...........................