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Beach Ave 2038 F $io.no APPLICATICN FOR WELL PERMIT CITY OF AnANTIC WM PROP= OWER Name: MO WO,C Ut'f-Z Day Phone Address c U Q LVedere 4+1 1 zip 3Z X33 APPLICANT, IF O'= THAN %RgER Name: Day Phone Address: Zip JOB Address or Location: Legal Description: DoT 2)5 , 86k I , SEA W A Is well to be used for drinking purposes? No Any person, individual, cornoration or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from.the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to comply with regulations stated herein: if - Signadxe Date CITY OF S00 SEMINOLE ROAD ATLANTIC ULACH. FLORIDA 32233-5445 TELEPHONE 19041 347 -')80t`- FA_C(904)347-5805 - - StTNCOM 353-5800 CHAPTER 489, FLORIDA STATUTES, PART I "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489. 1 03(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER 2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS, SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKERS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT -- TO $5,000 PENALTY UNDER FLORIDA STATUTE No. 455-228(l). AN 'OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT (247- 5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN-.OiIVNER-BUILDER PERMIT. PROPERTY OWNER/BUILDER 31n> k(vel ewe, l, 20-5-Y3 ADDRESS TELEPHONE 1 + AMMO SWORN TO AND SUBSCRIBED BEFORE ME THISDA OFiOG%Ml DMR ��-'(./l.�C t_..G� C'Y���'1 'II �i1MM1'IIMIMii�IN51I1A11�MIG i NOTARY PUBLIC NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: ARE EMPHASIZED BY THE BUILDING DEPARTMENT. s rq xa1 , ra > `x. 1999 CITY OF ATLANTIC BEACH '`'P" PERMIT APPLICATION REMODEL, ADDITIONS;,itPAt A�f&S MOVING,DEMOLITIONS Building and Zoning Owner(s) : /�6u�"j iL4-z-- Job Address: lz�v 3 &jQZt:tef - 5 _ Phone: 2`9 -S24,3 Lot # _ Block or Unit # Subdivision: 5EA SW r Contractor:1 State License # Address: Phone No: City State Zip Code Describe work to be done: �Av-W 4A AL.4 ��ba 11��( 4� -ILX-et ( , T ­ a Present use of building: Valuation of Proposed Construction: Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (CObDIEERCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF CONNENC04ENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: 46_t'�" Date: f Signature CONTRACTOR: Date: AS TO OWNER: 1 Sworn to and subscribed before me this day of'( 19 NOTARY PUBLIC 11 PaMd „11t ,,, * MY COMMISSION M OMMI EMS knwwm AS TO CONTRACTOR: '�'F'Y'PY o August 27,2000 Sworn to and subscribed before me this day of pRgaJlRovjA g> t1W NOTARY PUBLIC m RE CY;YPi' 2 1999 APPLICATION FOR FENCE PERMffty of Atlantic Beach Building and Zoning Owners Name kc)Wu Kf 2- Phone .Ioh addross 32`� ��r�e�Q�'Q S� Lot Block and/or Unit # Subdivision Cnntractnr if different from owner. Valuation-of fence-$ `"T Corner or Interior.Lot /N IfIaL Type of Construction Show location and height of den° as well as location of street(s). r4 UN �7 to n 3LI� Owner Signature AM Datee/ fDate Contractor Signature P R p V 90`�� y► �F too OFf10E pU"v �6 � g9775 g! 6Less Over 6" to 1 ' over V211 21' to 1 1 6" Over 1 ' 6" to V10" 10" 2x6 2x8 3xi0 Use _ 1x4 or Toenail 1x4 or Toe��ai1 Comron 3x8 . Truss __ ----�- 3x9 3x9 2x4 i ! ! 2x6 2x8 t � ( Weclg�� 1 " ?�, 2 , 0„ I Wedge1 ' 6`' _ 2 ' 0'' hedge 10�� 2 n� wJ Max. Max. Max. '_fax . Max. Max. 3 V Over L/6 to 1,1'4 Ov=er 1 ' l 0" to L /6 This Tlwg, t ) be used in conjunc.�ion 5xiC,{ "rlice- ) --Add -Ix4 Cont . Lateral withn --A10310. See =: lOjiOOr �� _Sx1tJ Bracing 7 f »e� over- � 1 ? 4 ' ? 5x4 1,1-1.__el ac' Plates not shown. --; 2x4 - Sane grade as Bot . Chord 7x`3 W/Splice §' *; ,� \�` 3x4 5x8 J ) r 3x7 j`` 3x8 Over 1 ' l0if � 10„ 12 12 i , I NOTE : where 210" ::pax, Rake _. - -----.- — a Overhang is permitted, up to 771 - - ---��------ 4 '0" Overt ars c wit! l e v e 1. 3x5 5x5 I�' 3x5 I return is also permitted !! Over Lj'6 2 '{)" provided the level return is _ ! solid butted against the .tax. � wall or equal . L = 3310" Max . >.V".0 com a ora sre p`> �..a .aaE ate>i ebaL be apgl.rA D,ch .. , B[j� 1 p p �i.t>a •hail>a loca c.d sn:;w, •:xeer cy , o, ., .- -. . .. ,f �r >1�1 nn tL�� C�hk(I .15v R Ff'(j Date u, to i ji a Sc T-Y.- faak A Y- r^ G a a ;.- y d- .e:K—tittias ni p2 ., 3fEEl.. N� . < o i a i. •, � :n(� 1 izAg aqp rc} Ch Drw g. Al 0310VC ,e.>a i�n> of "Yat..:.oal a.�na q>r f;ca• .. tar raa: ,ac.r aae i-�. ,t. . !% c)r Ci 41 ;) p+f irr.w+ ..;,Ai' - v , 1.e., 3t't C1 i�rd 10 psf Lf:ti(iTFi 33 ,0,1 > {{ . i.;, P1Tt'H 1 r e TOP CHORD 2X 4 SO. PINE 02 BOT CHORD 2X 4 SO, PINE #2 WEBS 2X 4 SO. PINE #3 r _ This truss Ims, been desi ;nevi in accordance with TP-1-78 • ' I3` 0" • � i /l.XE2.5X✓ ?� , c, 41 i w --- - —_ - .'�X{1 �X i X3 - - - - 3x4 opt. 3x5 no spa, spa . y PLATE TYPE--ALPINE GFNERnL" NOTES it Fs; nF �rEc,r Rrr.; r, wRRNING 7mhsE:AYn7-�:^ taF UESIGN ERIT RLF _ cp, LJ"Ill I n I;'tNf .=1Er,Irn I,ac +s.!.ry'17, Pti�> (iCi:lE rro?: IN �Y7�....f+!`, EA4 l,'a °re:J \�.�' _AAR TC Lt. t 30. PS DRIE d d r_., C--) ,pq-F S,TA tRtfq-15 RV ZM i 1M LtvfF OAiT.YF Yltl: .1,111 ITT ARrT.tY:. t.,R G1'ir;ttfME, SEE "6R Nr•4 :U .� Q —.— c, E-73 c, r_-, r, a r er ,a v 1-7 tFnnrF trrt,, nEnt ,v,LF +au MTFNrM, by 2Fr"!^FFnrt r;' 3iceanc,r�7g IC DL 7,Q PSF URS, n25s>l z51�" ppTT -? r—, AF N^ Y.�"nNrfE i)i IH SK ;W, Era.i.,-,,OR i�!F0. W PINE t,r'jr StF t '7i i"N IN noir r*) lr 4F-i_ f No "�I r, 10.0 s. C� �..f�l�a r-'I '� ♦r r nn r rr (` pt ,Yl+Y .I7F'3 cn rF'tT Y• iRE rFr i 1. na"r S;C a'�r1 7 V N'� Y F it + r 41„4 F/g + tr. UL PJF ENG. LJ.fl.N 1 o AG IR r , ,.:,F R t,.r ar -•r." r. 1 q .r.•y pF'lr , nRr w+'r i-ul Aar.E� �y7A7F dF // TOT.LD. 47.0 PSF DIR LEN, 29-0"Q ' TF.��JSrrr;!t; In r .r r; It + r nt nrFnn r"nr 01Fro a.O fr ;f=t +EJac:y� �,�W _ r 1n ^N III i '.1 rh ?,'L l IJ rt;= ,p i- I1N ,F of,L Ft a'r t Cif A �r �- D _ 4 E � i. nrrui a �•,r a rva+�„ Ho uP.FPc. 1 ,33 PITCH ,a/1 _.r r.-r r r r ; ; I•r. rr ,. A -cr n r.. i•r rv.tler:. 0 E SPRCING ?id.Q" TYPE Ill P p ° gp POW mn TOP CHOY.D 2X 4 SO. PINE 02 DEN KD SCT CHORD 2X 4 SO. PINE s2 WEBS 2X 4 SO. PINE #3 This truss has been designgd in accordance with Tri-78 . 6 55-0 I'+r 1 C^ '-1 Y �i p l l;v�VE` i f l : D. 3 20 r I IIPL-K X�} iNX'I f12. 12 � —� 3X5 _i �x;> :�XF I 3x ) no 3x4 pt , 3x6 no spl pl . SpT. ; S.PLF - 0.37SD PLATE TYPE--RLPINE r} ~, GENERFIt_ NOTES mes � ,rr=[n. � yr WRRNING � [)FSIGN CRIT I� REF anra n a -. G.l I �__, '--i r'-� f-T LI r 'i I...r llT. 7 r.. Y^it tr '£".frf f., "ni.'-Or p'. Yl t-1_ rr. ct4 . r \Il,,otTZ`7-7 0r�E �,, F „ Y TC LL 30 O PSF DAM C`1 r^ c-'T r= +JMfSa r+4 fxeF,>ES ffttf eL'.'1 IF IN CrYXati'YiN(:[ ti770 WRElf CRM[Y,, FOR Gi;10fw1' SFE "rlrrnr'tt y7rr, t r s ON;aU tiwmw er lmrsa m FiTE ItATImu tmi, tw.nr twar_ TauKE; r.7ttsvTF,a PCctaf�+vTt r TC DL 7.(] PSF OR'tG. A 4 2 5 7 754 C!71 I- r p r'7 C:] n.. Nr �Rer w n[ 7N,i cf;Ir,N, YAt'REC 7R rrr IF, FNPIW F[Pfr. ^iC u[ '�FSt v=DII p Nv 6911 \ 'r {� �} , t_I �I-IN r-� twt'�.�`Y Prr+ '[Mr.t'T11RE0 f4t71 3+'.YRNIlE�SiF r; ME,! +F T.+F rFEIFI ran. 6. 4F I*..rfN' to 1K�. OL f NG. Ytl .A.P, �_A'. HC I G G PGF 7r ilr7'+ rr t,ir+n ! ,.T r n. fill 34.- !n t 11Wr'- } ['>) if'P r Mf .� R1C~.A 'W TOT.LOT tI/ U PSF' 0/R LEN. 29-0-0 I. I I I n t f nir tp;r Ar n,"F n., 61. _ 7'(j J .•��ilj�[�j ♦ r- t ' t )J )�.MTr t !i ! P t 7 11 l i n�. a r�?� _.__.._ 1 .33 P I TCF 4.0/!2 TOP CHORD 2X 4 SO. PINE #2 BOT CHORD 2X 4 SO. PINE 02 WEBS 2X 4 SO. PINE 03 I This truss has been designed in accordance t„ith T11I-78 . \ #-2-1H Z P-- - ' C ,' STPK ,- -- -- --- 12 4( TJ x7 3x5 opt . 2=t � rt 3R7 no Gpl ' spl. —2g-0-0 - --- -- PLATE TYPE--REPINE GEIvERF1L NOTES UMiF s =r vEr)rtCFt?or rM WflRNING - rn � s t�Yf•T Wane [OUR REFFRErt a, rro * - F{ LL .0 PSF DRTE 518 713.C7 r--1 W ESS TIT iW E” FRf M,-T n; COWORIT)WF ViTrl 7�litr i;IM+E It+; itlR G12 fE, aff 'RttFtt:t!+G YMiORT?kT"PtnIF TWIltUFF (,1'),, TTIFRE Sunil tRMES: [)rf,TMTutt V RR:n^r+FMFn Ir+IS" ` ►T �' DL 7.0 PSF ORVG,A4 2_S_. 1S 3aE±� Y?+ NtE nF Ti,>CFStGi), E1t1'RE5>QR 1tA IEOTa vIMF riv)7SFE r+,[ tx,;:M rrxi flvt ,0ltl�rY,f �C9l11 t)n(,T�} rfvtiry : FT"�'FO fRUri F+ Yfw17E7 S)EEI I!FET)N T1tE ;PF"tR. Mn�f fNG Fr71IR±:'FMS VF r !nr L/f DL 10.0 PSF ENG. U.R.N..lICE �) ^c n ri � lm r c r.'xtt?F Q T..F- -w ?n rm"(F U#rS, 0RU 7)flr"M)Ilfn ROF M T I,),I I FIFF-r �' /'r Fr�TATEd .LD. 47.0PSF D/R LEN. 29-0-0�'f?t Q �?dRY S±,y 9 7 ".i I PF il♦•I'L YO Iq n '�.f r p' )R' , m n,rTiR.LT Bt vR�PF RLr,Y'R;FC S+FRfNiNr, i JgID+� /WII�Lr >t7 f ^rr �1 r� i v, h n^ .�.:, CN • t .FRC. 1 .33 PITCH 4.0/12 n r I+ BFnR m ,n R M.'! n� n KIMM:e SrrY. •+: nr 3 Ff r RNU TlfFD E„ tMrvt�ttF±r. , ro R- ,+,t n r. aF= r r`vr,< CING 214.0 TYPE H I P .3 a - MM M MMUMMM M LIM MMMIV�4 L� L--� ' jjs/0 .029 00000000000 4006 0008 S T 037 10 030 33 00 A 00+07 04404 0 TOP CITORD 2:-- F SO. PINE #2 DEN FD EXCEPT AS OTHERWISE sRoi,rv, 130T CFORD 2X 6 90. PINE #1 KD WEBS 2X 4 SO. PINE 42 ' d in P is designed to carry 7' 0" Jack- w.J1 th no wel. This truss has been designe accordance with TPI-78 . 6550 RCIOSE-VEIT JACCKSMAILILE, F-1 ,011[R:iDA. � j FlIp 710" -qT=F7 3 Y4 2V� 91 x 10 f— 2 Y4 42 Dense Kr-. 2Xq QV^10 12 7*1, 12 4 L x i12xlq 4 12x14 opt. 6x& 4x8 nn- spl. 4x12 no S p 1 SPI. Camber 3/8" PLPTE 1Y1r--FLP1NE GENERAL NOTES P?G IIIF IN .pus FS n-0-T, OESIGN CRIT TP REF WARNING A4, TC LL 30.0 PSF 66TE 79 S F I-- r--] ffi!j-5-, IIIE TRS 'F PRF 8 1 L IN O11I&Dqn1W-F wMI fiffUll PRITIM11 OR VE -Irv, T1 r :0"TRf", MWA- RT Ptorc miuu% firii, Wr 4140"ILL MAIF; MrMNMAT"WFfEr+,r•+T4tn11 Il TC OL 7,O PRF DRUG. 51- 7 5 0 42 J2 r V. ;-*I Nr 7of f.11 usif, FPqFrs OR �Ip JED. M FIVE ITPI). 1Fj !Ij[r 1�,M r4lf rCr)rT!1�1,11 N9 b91 t P, 1�OW OlM'n'RF rWj;�M$IREo T-Fvvi I;mvnwro STFs�- WEI j-P, THE :PF.rlR- rqn,iw viniqmEws r I BC DL 10.0 PSF ENG. WXR. 1, -,fol r,!1;6 CrrITF Ff, 14F'! M �fl E, 113 1 nor w)r r'm T F TOT.LO.0. 117.Q P9F 0/F1 LEN ')M;7V 1 r, r,-Pt If�) !r)9TT;j I P'F-, FY Fj! 11,10111�—Y 29-0-0 I A \s, Air,11) Iv 14,f 131—1 li\ 1 1 .33 JPITCH 11.0112 Or.if 4)i.I I , I P-, P I V_ TRV S PI—:1.Filil r.�il MAIN,; 11-01,; 'D 1� "I RI r!'1�11*.`I' PUMA". 17- 1. �� I 71 r IF,! I) r. i Nc- 7 ' .13'1'B I IWE 41 li T P �j- -�- = 3X6 34: 6 ' ---------- _-------- r o o c o c WEB NOTES c= o 3K5 34 ' 0°' WEBS: 2X4 #3 HE-":`FIR, FIA.-•LARCH, OR c c o T❑� �+ c� 3X4 30' CT" SO. PINE. � o _cS 1 f:NDPIRDD:' � c� L U'"IBE,R CO h.N`f o o 4 orSQ ;ROOSEVELT .BLVD. � cT�S — sym JACK. 14VJLL FLORIDA 322�Q RBQLT 5x5 34' 6" ALPINE ENGINEERED BOX 2225 D�.CTS,IN 5X4 134, 0" PDYP;:ND SEACH,FLDRIDA 330o.` _ 305-781-3333 5x=; 34' 6" LOCATE TOP CHCF.D OFF-P_:_NEL SPLICE 5X.4 34' 0" 'rIZTHZN 5" O PANEL 1/4-PCINT. DE TGPv RZTERZA TPI 4X4 30' Yl" I TO LIVE LOAD F 3B.Z PSF 1 .5X4 134' S" DASHES S IOW � TO :) AD LOAD . 7.9 PsF 1 4Y'3 34DIZECTION GF BC D..AD LO_kD !Z,g PcF 1X3 133` B" ELONGATED TOTAL S + 0 :SF -- HOLES N ----3 Y t, DRt CiOR 1 . 31; PLATES ON -<<L C . . _, .,,:r T T � S_ 24 .v" OC - .• ¢ v cess;_-:,sari ._-..-•^ ""' .�.�-. _ _ SD OVEIIA:L 5PA135 ry •�� { I NL 2X4 TC 2X4 BC - , --- - --- —�� SS DEN KD 34' 6" 34' 5" S3 DEI 33 $" 34' 6" 4 E0. TC PANELS SS KD 33' 0" 34 ' 6" 3X54° 6" 3 EO. BC PA?3ELS SS 32' 0" 34' 6" 3X4 s2' 6" MEASURED FROM 2.5X4 25' S" 3X6 34' 6" INSIDE SCARFS #1 DEN KD 33' 4" 34' 6" 2X8 34' 2" #1 DEN 32' 6" 34' 6" e- ' 2X7 33` o" #1 RD 31' 1ff" 34' 6" 2X6 25'10" 01 30' 9" 34' 6 MTN BRG SPAN s #2 DEN KD 31' 4" 34' 6" #2 DESS 30' 2" 34' 6" 5X6 34' 3.50" 34' 6" #2 KD 29' 8" 33' 3" 5X4 30' 0" - #2 27' 9" 1 31' 3" F 3X6 34' 6" �� LOADING SPACIN 3X5 34' 0" 3X4 30' 0" 47.0/1 .33 24 .0 f 34' 6" MAX �r p PLATE TYPE--ALPINE (2(Xl�4/�2X4 PITCH GENERAL NOTES td;:EAS Trrt E STc Ir C TTCtys 5R LUMBER FIND TRUSsfa KIWI- EX x Yc rRRE N rf.NDLTNU, 43WTS� FI 4 . 0/12 HLPtNc GU�FCi4K5 RRE FCLi0NEO RmD TtE WARN ERECTION RNID [IR LIN.,. Sur E3Nr IS' /��k Q� (R 55x5 BU :_7 IN CutiFkH9Fs1CP NI -a.o' T .CONTROL t1F1N BY ATP 1, IM LING NC.Q3 iU55ES. .OrMNTF;RY nhO RE rj ENGi,IbN5 �i a, T}tEac Tr stiLt Bt h0 N=1r7N�'.N �c.S OF Ti3 ::c SI,Ni EXr'R:;L DR -TPI). SEE THIS DESIGN FOR RLOII 00L. SPECIRL BRFICING 7t3'cERTIFrCJ.7t; ZA' ' RiP;NE CDNNECI:aS ME inN ; ,+ 2D GAUGE GfkVRNIiEO STEE. RECUIR ,!EMUS. UNLESS OTHERNISE SHUNN, I0P CriDRO SH"M Ngo lit SPANS T(, 3/' uw ss wHERNISE SHCOi MI T'N �LNTS DF RST" H4-c GARDE R. K LFl LRniLY BRACED YTTH PROH RLY RTI C.iED PLYYOOC a rcj LJI tl �tJJ �( WPLY CONNKIDRS TO ti'IY r k.�3 RT E r;;if �l-:.I RNO LOCiifE RS SHIYN. SHEWWNG, HuMM DCR3 VITH RIGID CELL ING OR BRT,CING ,.\�t `ST`ATTEE F ' ,► FLORt6� ,+'.ERR NG Y;L+rS RRE 4 N<� 3 _ S U IERNISE SKN. riE51iN Fat It1UA OF IO FEET 0. C. 00 Not USE IRIS DESIGN O: �� COPYRIGHT 1979 4000443 STR9.s^D.i C=X.�.:n1f �:(+� 'ir ?Pi i DF 9NDS /i FN;D TRT 79 NIT, FIRE RET-+R,rriNT T� "TFO LLt'3rR, ``tFO EMv IN,>++t ,TF, WS - N[1TIONP.1 +;ESIGN sP._. ._ T. N FOR NJ.O CCT., RATi__N 3/22/79 DRAW# A424,9143 3;4.?4 r. r.. .-1z .�7!S Ttr•.cTi'i i7 k:k:.'�TI'_tl COL,._ _.-. �ttZ j€'. .- i, 7 I0- 4 C iTl' 4 1.33-300 + 2 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION- LOC"ON INFORMATION Permit Number: 18620 Address: 323 BELVEDERE STREET Permit Type: WELL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 35 Proposed Use: SINGLE FAMILY Lot(s):35 Block: 1 Section: Square Feet: Subdivision: SEASPRAY Est Value: 450.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 8/06/1999 Name: PAUTZ, HOWARD Total Fees: 10.00 Address: 323 BELVEDERE STREET Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/06/1999 Phone: (000)000-0000 -� Work Desc: SHALLOW WELL FOR IRRIGATION PURPOSES CONT8&C_T0'R(Sj APP# #CATION FEES PROPERTY OWNER PERMIT 10.00 Ins `ctlons Required NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. Date: 5189/93 81 fieceiptt189787814 336 CHECKS 1�2Q LTC IC B 4HB ILDI , T. _ od280883i21888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 18619 Address: 323 BELVEDERE STREET Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 35 Proposed Use: SINGLE FAMILY Lot(s):35 Block: 1 Section: Square Feet: Subdivision: SEASPRAY Est.Value: 450.00 Parcel Number: Improv. Cost: 750.00 OWNER INFORMATION Date Issued: 8/06/1999 Name: PAUTZ, HOWARD Total Fees: 25.00 Address: 323 BELVEDERE STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/06/1999 Phone: _(000)000-0000 a Work Desc: LAWN SPRINKLER SYSTEM, FED BY SHALLOW WELL CONTRACTO!R(S) APPLICATION FEES PROPERTY OWNER PERMIT 25.00 lnspqctions Required NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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. $25.80 14 .______— Date: 8189/99 81 Receipt: 88773"16 AT TIL--C BUILDING DEPT. CHECKS 1528 89188803221088 WOOD - CHAPTER 3 303.3 MONOLITHIC SLAB-0N-GRADE FOUNDATIONS. 303.3.1 Concrete slabs and footings shall be poured as a monolithic unit. The minimum size and reinforcing requirements for exterior footings for uplift resistance shall be as shown in Table 303D. The outer bar of foundation reinforcing shall be continuous around corners using corner bars or by bending the bar. Minimum bar lap shall be 25 inches. TABLE 303D MINIMUM MONOLITHIC FOOTING SIZE - 1 & 2 STORY Tt W Reinforcing 1 Story 20" 12' 2 - #5 2 Story 20" 16" 2 - #5 1. Thickness of footing includes thickness of slab. 303.3.2 Wall Anchorage: The exterior walls shall be anchored to the foundation using 1/2 inch standard anchor bolts with 2x2x1/8-inch washers. The bolts shall have minimum 6-inch embedment into the foundations and be located in the corners and at the following spacings: 1. 90 mph: 24' 2. 100 mph: 21" 3. 110 mph: 18' EXCEPTION: If uplift connectors are continuous from the exterior wall into the footing, 1/2 inch bolts with standard washers are required only at the corners and at 6 ft on center. 303.3.3 Holddown Connectors for shearwalls are required in addition to the anchorage required in 303,3.2. The size of the holddown connectors shall be in accordance with 305.7 and shall be installed in accordance with the recommendations of the manufacturer. See Figures 305R1-4 and 305T1-5. 303.3.4 Interior Footings under slabs shall be the width, W, of the exterior footings and the thickness, T, shall be a minimum of one half the width, W. See Figure 303F. 6x6 #10/10 W.W.F. DOUBLE 3' O EDGE 3 1/2" MIN 8x8 X10/10 W.W.F. 3 1/2" MIN. ~ T 1/2 W W 1=5 • MIN. COVER W FIGURE 303E FIGURE 303F MONOLITHIC EXTERIOR FOOTING MONOLITHIC INTERIOR FOOTING 1993 SBCCI Standard for Hurricane Resistant Residential Construction© 69 EXH=�I`T f ��t � SUBJECT d '5"5, a SHEF1 OF ZNADEEM ZEBOUNI, P.E. 6.Po'4�.... ...... 400 NO, V- V.ly............ V, DATE (904) 241-5351 DESIGNER............... CHECKER ......................... ..... ...... DATE ............. .. .....- t T' II ks I,,-- //t Z— ��5677 5; d 6j , square tube (continued)/structural shapes TABLE 32 Section Properties Outside SQUARE TUBE Width and (Contd.)�' Depth Thickness Area Weigghtt I S r in. in. in. Ib/ft in' in' in. 1.125 0.035 0.1520 0.1788 0.0303 0.0538 0.4465 0.049 0.2100 0.2470 0.0408 0.0725 0.4407 0.058 0.2469 0.2904 0.0471 0.0837 0.4367 0.065 0.2751 0.3235 0.0518 0.0930 0.4339 0,083 0.3453 0.4061 0.0630 0.1120 0A266 0,095 0.3908 0.4596 0,0698 0.1241 0.4225 0.120 0.4818 0.5666 0.0824 0.1465 0.4135 1.250 0.035 0,1708J` 0.2009 0.0419 0.0670 -� 0.4954 0.049 0.2355 0.2769 0.0566 0.0906 0.4904 0.058 0.2766 0.3253 0.0656 0.1050 0.4869 0.065 0.3091 0.3635 0.0723 0.1157 0.4837 0.083 0.3877 0.4559 0.0883 0.1413 0.4772 0.095 0.4388 0.5160 0,0982 0.1571 0.4733 0,120 0.5425 0.6380 0.1167 0.1867 0.4638 1.375 0.035 0.1875 0.2205 0.0562 0.0817 0.5476 0.049 0.2594 0.3051 0.0763 0.1110 0.5423 0.058 0.3056 0.3594 0,0885 0.1287 0.5381 0,065 0.3407 0.4007 0,0977 0.1421 0.5357 f Areas and section properties 0.081 0.4282 0.5036 0.1199 0.1744 0.5291 listed are based on nominal 0.095 0.4858 0.5713 0.1336 O,1943 0.5244 dimensions. Weights per foot 0.120 0.6027 0.7088 0.1696 0.2467 0.5308 are based on nominal dimen- 1.500 0.015 0.2051 02412 0.0734 0,0979 0,5983 sions and a density of 0.098 0.049 0,2839 0,3339 0.0999 0,1332 0.5932 pounds per cubic inch, the den. 0.058 0,3346 0,3935 0.1162 0.1549 0.5892 sity of alloy 6061. See ALUMI. 0.065 0,3731 0.4388 0.1283 0.1711 0.5863 NUM STANDARDS AND 0.083 0.4710 0.5539 0,1580 0.2107 0.5791 DATA for applicable tolerances, b.095 0.5337 0.6276 0.1865 0.2486 0.5911 0.120 0.6632 0.7799 0.2119 0.2825 0.5652 1.750 0.049 0.3334 0.3921 0.1609 0.1839 0.6957 0.058 0.3926 0.4617 0.1875 0,2143 0.6911 0.065 0,4381 0.5152 0.2076 0,2372 0.6882 0.083 0.5537 0.6512 0,2568 0.2935 0.6812 0.095 0.6284 0.7390 0.2883 0,3293 0.6774 0.120 0.7821 0.9197 0.3487 0.3982 0.6678 0.156 0.9947 1.1698 0.4252 0.4859 0.6536 2.000 0.049 0.3824 0.4497 0.2427 0.2427 0.7967 0.058 0.4506 0.5299 0.2834 0.2834 0.7934 0.065 0.5031 0.5916 0.3143 0.3143 0.7906 0.083 0.6365 0.7485 0.3905 0.3905 0.7835 0.095 0.7239 0.8513 0.4389 0,4389 0.7786 0.120 0.9024 1.0612 0.5337 0,5337 0.7688 0.156 1.1507 1.3532 0.6568 0,6568 0.7556 2.250 0.049 0.4314 0.5073 0.3485 0.3097 0.8989 ` 0.058 0.5086 0,5981 0.4075 0.3622 0.8967 0.065 0.5681 0,6681 0.4524 0.4021 0.8931 0.083 0.7195 0.8461 0.5639 0,5012 0.8854 0.095 0.8189 0,9630 0.6351 0.5645 0.8811 0.120 1.0224 1.2023 0.7755 0.6893 0.8710 0.156 1.3067 1.5367 0.9602 0.8535 0.8572 2.500 0.058 0.5666 0.6663 0.5634 0.4507 0,9970 0.065 0.6331 0.7446 0.6261 0.5008 0.9935 0.083 0,8025 0.9437 0.7823 0.6258 0.9898 0.095 0.9139 1.0747 0.8824 0.7059 0.9845 0.120 1.1424 1.3435 1,0813 0,8650 0.9737 0.156 1.4627 1.7201 1.3453 1.0762 0.9586 0.188 1.7386 2.0446 1.5592 1.2473 0.9466 2.750 0.058 0.6246 0.734.5 0,7547 0,5488 1.0992 0.065 0.6981 0.8210 ().8393 0.6104 1.0965 0.081 0.8855 1,0413 1,0507 0.7641 1.0892 0.095 1,0089 1.1865 1.1868 0.8631 1.0844 0.120 1.2624 1.4846 1.4583 1.0605 1.0747 0.156 1,6187 1.9036 1.8208 1.3242 1.0606 0,188 1.9267 2.2658 2.1190 1.5411 1.0487 3.000 0.065 0.7631 0.8974 1.0962 0.7308 1.1982 0.083 0.9685 1.1390 1.3746 0.9164 111918 0.095 1.1019 1.2982 1.5543 1.0362 1.1870 0.120 1.3823 1.6256 1.9144 1.2762 1.1751 0.156 1,7746 2.0869 2.3996 1.5997 1.1620 0.188 2.1146 2.4868 2.7993 1.8662 1.1492 0.219 2.4362 2,8650 3.1597 2.1064 1.1376 47 EXHIBIT "A �