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Permits 1919 Mayport Rd (vault) � y PERMIT WORKSHEET c lificate f occupancy Job Address: 1919 ID.4"mr 2.4 Type Work: ,A19 Property Owner: Phone # (� Contractor: Phone # Permit#: _ 2 Date Issued: 2-21 . Tree Permit# Foundation Permit# Demolition Permit# /7 5- BUILDING ELECTRIC # MECHANICAL #0 PLUMBING # L 00 Tem .Power# Footing JEA Release Date Temp. Power Slab Q 2.� b Letter Recd. Underslab Tie Beam Temp Pole# Q� 32IJ3 )"W f'U 3. .0(, Lintel JEA Release Gas Piping � Date Nailing/ 00 Water/ Sheathing PI1 Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: S1,It) _ 0 (p C� Z 7 Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: �— CITY OF ATLANTIC BEACH Sao SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033997 Date 10/02/06 Property Address . . . . . . 1919 MAYPORT RD Application type description RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc BETWEEN LEVY AND DUTTON ISLAND ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RICKS USED CARS THE GREGORY GROUP, INC. 1919 MAYPORT ROAD 1015 ATLANTIC BLVD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 237-6655 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/31/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 .00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 .00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r J fJ' z, CITY OF ATLANTIC BEACH .. PLAN REVIEW SHEET Routed to: d ao Building Department Public Works&Public Utilities Departments L. iffrm- 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 Car e (904)247-5800 (904)247-5834 D. Kaluzmak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS t f� Permit Application # Property Address: Applicant: Q Project: hT /9 This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. CD Reviewed and the following items need attention: Please re-submit your a lication when these items have been completed. Reviewed By: Date: t Date Contractor Notified: /r Sep 2 Ix CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 Date �� C�� PERMIT k) ntl2� ISSUED BY THE CITY Job Address /Y �" Permitee: "MGL- .'-Y ?z—T --Lti� . Telephone# Permittee Address:1 Requesting Permission to Construct: �� - 'C '—�I Location: (Reference to Cross-Street) i: = tet' 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ) No ( ) Date: Bell South Telephone Company Yes ( No ( ) Date: Ferrell Gas Yes( ) No ( Date: Comcast Yes( ) No (fit) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beacty,or Florida Department of Transportation Standards and be performed under the sup rvision of (�2�C. (Contractor's Project I' Superintendent) located at �r, r'1?A,,?:; Telephone#: ,2a,71�,55� 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in imperyious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER �- Signe Date: Before a th& day of Cou ty of val, ?+S"" GUADALUPE CONLEY State Of Flor' a,has personally appeared _* , MY COMMISSION#DD 235147 Notary Public at Large,Stat of Flori o of Duval. ,, ll =%o•,.A:` EXPIRES:July 28,20p7 My commission expires: W " f u0"dedThfuNotary Public undow up,s Personally Known: or Produced Identification: S erg OR RI.CRDA 00Alra#W O/"A1V8PWATION sySTWO I NN!0 PROPOSED STATE Hi+ta�NWAY ACCESS CONNECTION u.o: NOTION OF INTENT TO{SSU!' PERMIT R e' u sol w. This NOVO dow not authorize weetilt"on to bog►n and is not a tines{ permit. ALSO WT1i E` Tiil80't E OF INTENT IS ONLY VALID FOR 1 YEAR FROM SIGNING DATE IN PART B. .r. .'1 PART i: APPLICANT INFORMATION APPLICATION W I R: 0078 ----- - PmJ&&Nwee: e'er tj Cars - — - -- " Stain Race#Naum*/NumbW Meevport Rg1WJg11A1A _ _ .�...---•---- -- .j Saodan Number: 72230. _ Mair maned off"; Mills-Wer Murray rat start� "cant: j lar - (Re gponsibW officer) e,:k= `inew-Brian K.Acosta,P.E.;tLorth FlcrJOXWeaerinp:teavlCS; .Inc Mailing Address; {ilis_l3rlve Jeck Flores 32218 9lnrW CRY son 7a18phcsnd (ti�14�737rit�Y'1 P'AA14T 2: NOTICE OF INTW TO iSSUB PERMIT YOU ARE HEREl1Y AOVME]: The FkxWa DepartrolgInt sof Transportation has completed its review of the subject c onneobon perr- t Appftethan received Moos- for conerste ey with Rule Chapters 14-96 and 14-07, FAX; i and current Department alsppadng,10catiOn, And design criteria and hereby islSt es this "Notice of Intenl' o Issue the subject permit consistent with that permit Application. k Is"the subject permit tonsistent with the permit Application and subject to the attad-, d provisions. r IMWER A...N„T j This i issus a ptrrniti i .The permit W1 0 Issued af'tw the permittee shows proof that a Val lci 1 govern development approval' or deaveloprr n' I order fres been given to the sites served by tilos conrteection aid special provisions of the approval consi 190 I with the permit applicAtions and conditions previously noted. � No connection work on the right of wary"I be initiated until the Department permit is actually Issued. n, changes to the site(a)plan VAI reacquire re-e valusban eaff the amnecWn(as). This notice is valid for one yea % 1 from the date of Issuance, and can only be extended with approval by the Depar bnemt for problems czar. the control of the eppilcaant pursuant to Rule Chapter 14.96, F.A.C, This Notice of Intent is transferrable s spedfled only in Rule Chapter 14-96, F.A.C. `II I Corildr weird next page s , PART 3: CONDITIONS . tc+nditione to be ntet before Paring Ml be Issues Standard: 1. b*vtiopn*nt approw1 from the apprapMats local i$N611xnertt corAMent uih ttw Notico of intent to Pem it; 2. Assuranae of pwftmtmnce purauo tip 5ecmn 334.167,Fbrida s(If required); 3_ Nollficstbn of ell hewn right of way u> ai%dOd bye the cWn*0 m(s); 4. Compunce with drainage regokamerrts In RUIe Chapter 14-96.PA-C. Other Conditions: 1, PI"S*note/revise acoordinW. The approve♦of rw4wing and replacing pcxtions of,#*access end curb are eonti ent upon the existing features. The mdating feattasa mot tr W currard standards(t.e,,elopes,ADA compowm"type of rnatieriab). A, If R meete aMrA i'leeee snow on s Separate fined and sera*d*'+eet that ftmmeMing portion doei rrteet outnsrrtt afttndmrds. B. If 8 does not meet at"ar s: Please show the entire exishrag access and carp removed b tut depth end wGonstrwterd w martini Wandsrds. 2. Mdleate#%a outboixrrd moom mdiu4(mininurm 35 feet)d 3. Show the soca"odpsiine altrping trying into the exlsft Maryport Paled edgellne sbVt g. Remove transitmen 1 sb pft on Metyport Road, I 4. plaasa note OW subnUalan of ft above requented,infornvAw may Venerate Sd dM6rW ommwft Owt wom not reectily appmrwd dumg titer Wk w. I i cwwnuod next papa — !IQr Z Ap as 4 PART 4: NOTICE Off DEPARTMENT AUTHOR YY 1, All appmved connaction(s)and turning r wvarnantc are subjoct to the Dep&rtmenfs conbouing authority to modify suet r.0„:;aLtw„(.,}„r turning movavmntu in,ardorto protect safety and trattln wrminna nn the$tSta hichwoly or State fthway System. 2. Tratnapartatim+CWMU Foldures and Devicas In tho Mats Right of Wary, Transportation contra fwatures and dev r s in ifm Depim liwt's tight of way,InelU411 ,but not llmft(to,trAc signals,medians,madlen menirtpa,or vv o0wr tranaportadon control fealurm or devloss to ft vote right of way,are operational and Wety cheradeAstics of the Stsr Highway and are rmnt means of s=am. The Depertrrient may Install,reonovs,or modify any present or future transponadon Lvntrul 4.;Au+u u, davlcva a,Um o0te right of vAri 48 maka OkOngGo to promota 92%'r,it thr right of wA0 ,r sfftont traffle cpBrattlons any the highway. a PART S: DEPARTMENT CCaTACT NAME: refer Murray,Parmit Cuordin too` ADDRESS, ?j08 F- 148 Edlsc3n,4venus; Jp nvllie�Floods 32204 PHONE: , l10.5�25 rws rr PART 6: 6KmATuRe cw tiapAitTmemT AuTKoRrry , I SIGNATURE OF DEPARTMENT©FPIGI L t PRINT OR TYPS NAME: Mark Kuhn, P.F., PRINT OR TYPE POSITION: 6M #§mtMainiananc*„F,ngin , LATE. t5 PHONE: jt 4)3Bi}5614 Continued(text payer 09 '26,'201T6 16,01 FAX 904 396 537; NFFS lit 004 004 EIS/20t2006 22.34 904-'1605613 .TAX PERMITS F�Pta Wo zn .V4 ai,•te W. , W e n•�, PAW 7: APPEM PROCEDURES ..w I You r°tay an adtr+utiistr+adva h�rit►Q WO-Om t0 8gadotrd 1 20.60 and 1,20A7',190MA SWUM N you dfsuWaa WWI the faoW atst�d r t the bwpng t�of intended DeC+ *Mnt A�C'tti0n(4tOt+eM Msfi N06Wa ^SAY regtheat a tDdnW adrr l*tM#"hearkV pureu60t 0 1:00.37(1),Fbrlriw SWWW. if You with the falai mated in no Mdk*,You my w i► wmw mal" Istrawe t"srlru pursuant+.ca 3ec�ttdt 120,37(2),tztrirtde Statut,". you must aend ft wtittsn raquerst to: Cl wk ci A44r t Wrtacea&VS �petdtitwrtt�� bon t�nrannee Streat wo.9a Tafthassea.f'k9tide 3 4 'M Ths wrtttart rowast fou can at mk*;b*#vi ttaertrtg must oonfdrfn m the roquirernvu of ahher Ruld 2&-106,201(2)or Rule 28-106.301(2). For4a AlttttntWtjtlW a Codas,te0 muo t o roc*vad by a w Clerk of Apeaoy PrmwAings byS-.00 P4.ha sober than 21 days atler yAG rac+ehw a httyt & fit*wrttieret+ quest rot Mr edmin sulem twaft xhoukt lOudo a cm of 0*Not Ge.ared m b6 togtla.On a'.fi by 11 ifth wfltle aeon,and Owltsim i, Yr nurr a, ,t rKtntiW► and Gapartrnent kWvMybv number on in*Mo6c e.t€known,snd neme,address, and tseltuand v nufft r of yow MoAmtstIve,d any; 2. An sxNanston of new yw ane sft twd uy Vw acLw deamlW t!7"NoUm d. +A>8 1maot cit tow and when you re asNod ft NotWc � a A xtrrtomwo of ad d*pul ed it&Aw of m4 tcr,sl 1xat.L if tots eta none,ywo RNAt aD lndicata. 6. A COOOMe attftMeni;of the ui'*r is facts atlegM.as w@N as tt19 rules and almues whim owle you m milef,area 6. A derMW for raft( A lotmttt bete w9t tea ltsid if ttwra~ttt'e d+8 fk,tod 4eatared t�rreederffei tact, !f�6Gnttaf fterelrtg�Ptaki6z4a tt+a�~vitt be refiorecf tG ttts t7lvtakr i t Adtttth+s wtisrat yex+rrwv prwssant and evlrSsrtce slhd ewes somtrdrsa e>ttxvt wNoeo�esee bo�fare>�edmin;gtrattve taw . �ttt�ere rxs d' 4trauea at mettapat A�an lrtfr;attnai t,aarirp,wiN bis held,in whi0h t71t�'yw wHt Haus the right tp provide.then rrftrt alrty dotxxrest'ata�rxt os'tsdN aPyttltttanta tvtdcn yqt!wk4s the fleaarhtimrR W Cwt. trlatitxs,pu"mto tcfbon 120>673,FQotdA Slatttea,may by ilvaMabl®ff Ayd to by trN ptat'U=,and an sw:h to rm ss rney tx ageetd t p n by all P*Mot The right to an atdrntnistratiw haming fe not. %&w msCts*m doe6 not resattt in a selmer"ent. if b w'Nten request flar an aadnkt*g#Vv hparM IS not vM-eiy rveslvad yqu will hove waMW your right to tl&,M the ir;tandw avtlan-tyj W bd Vwes4v t to Chapiar 120,Piottda Ststut s,and the Aedon sat tooM to UW Natitae shut be COtiOkL*vs snd final. End g ^ CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 Date PERMIA Job Address WAq PbQX_ ISSUED BY THE CITY Permdee: Telephone# Permittee Address: Requesting Permission hoConstruct: ' --�\ Location: (Ra�nance� �mon'��a0 �i ~J� 1. Applicant dao|oreo that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes K) No ( ) Date: Bell South Telephone Company Yes k<) No ( > Date: Ferrell Gas Yes( ) No Oohm: Comcast Yeo( ) No ()z) Date: 2. Whenever necessary for the oonotruction, repoir, improvament, maintenanoe, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public VVorke, any or all of said po|oo, vvirea, pipae, cables or other foni|ibae and appurtenances authorized henaunder, abo|| be immediately removed from said street or easement or naoat or relocated hereon as required by the Director of Public VVorko, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beac ,b�,or Florida Department of Transportation Standards and be performed under the supQrvision of (Contractor's Project Superintendent) located at Telephone#: 02�1>7 4 A|| mabaha|o and equipment be subject inspection by Director orhiade designee. 5. ognee. 6. AU city property shall be restored to its original condition oofar ao pnactioo|, in keeping with city specifications and the manner satisfactory tothe city. G. A sketch of plans covering details of this inata||oUon, as well as, s copy of o recent survey ohoU be made a part f this Right of Way are to be included with this application. 7. This permittee ohoU commence actual construction in good faith with days. If the beginning dote is more than GO days from date ofpermit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. O. |tiounderstood and agreed that the rights and priVileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all Umaa, assume all risk of and indemnify, dafand, and nave hann|aoo the City of Atlantic Beach from and against any and all |000, domoga, and cost of expenses arising in any manner of the exercise or attempted exercises bythe holder ofthe aforesaid rights and privileges. g. The Director of Public Works aho|| be notified twenty-four (24) hours prior to starting work and again immediately upon completion. str,TE Or#LcRoA WARTMWT CW MNBPOKMTION .1 twG 11 PROPOSED STATE HIGHWAY ACCESS CONNECTION SYST" N?UM NOTICE OF INTENT 1`0 ISSUE PERMIT n;bt ' Bi•It7 hlg5of`nt. this Nous 00"not authorize oonstruction to to and is pint a finish permit. 'L- #4 E' Tlii&*T,,trg OF INTEW lS ONLY VALID FOR"I YEAR FROM SIGNING DATE IN PART S. PART i, APPLICANT INFORMATION APPLICATION auMDea: A2M 0074.. State Road Name/Number, Moyoort R&11011A1A Section Number; 7223f I maintaalames office" JWWnV1119"map Wreray __ A€+plcant: rid a met - (Responsiblo officer} �5 In6er-mart K,Acovu,P.E.;4Vorttr mrd rt�ering 5tar�viGas,r, -- ---_ ,. !i Ma ging Address, Wr Hills Drina Jackwrwille Fiorlde 3:216 r Coy 94iar Lu -- - T�Iay�hr5ne ttt�T3T-091 i PART 2: NOTICE OF ITO ISSUR PERMIT j YOU ARE HEREaY ADVO CE The Florida,Department of Transportation has oomplated'its review of the subject corinection permit Application reoeived 6J2612048_ _ for ranalstar with Rule Chapters 14 96 and 14-87, F.Ak. and current Departm"spacing,location, and design criteria and hereby issues this "Notlde of intern" o; issue the subject permit consistent with they permit AWIcation. k Issue the subject permit tonslatent with the permit Application and sublect to the attach d provisions. IME-QBTA This notlae of intent to issue a ptrrnit a NOT constipjIg Pegg rualrmifiwao ianr%a.The para`it v,fi e Issued after the permittss ailwCzuvs proof that a valid local government viWopmertt approvsl or developrr in order has been given to the s s served Oy the connection&N special provisions of the approval c nsiz art with tho permit appliostions and conditions previously noltd. No oonnecUon work on theflat of way shall be initiated until ftD r�tment.permit Is actually Issued; rr; changes to the,site(s)plan ll reouire re-emvaivat on of the oonnectlan(s). This notice i3 valid for one yrs r, ) from the date of Issuance, artd can only be extended with approval by the Department for problems ou.i le the control of fire applicant pursuant to Rule Chapter 14-96, F.A.C. This Notice of Intent is transferable s 4 specified only in Rule Cmapter 14.96, F.P.C. { 1 Corgi"nio rt page ftgi 04 PART 3- CONDITIONS GWdJfi0M tra Ibe met beiare pw m`t will be losuedt Standard; 1. De4ve4ment eppmml ftm the apprbpl'lata local gmenxnarrt eonai>lllent with tha Niotico of Intent to Pemit 2. k�ssrararZce of perfctrnartce putttu6.t+ttn aeatlon 334.1!!7,Fbrkia tuteer(if ravuire+cf); 3. Notification of all known right of way ups WkWW by the COMOcdem(s), 4. Complance with drainage tarlulremtWts In Rule Chapter 1440,F.A.C. Other Conditions. 1, P14gce note/ vise acoos1dlna)r: The approval of reahaving end replacing portions of,ths access end curt,are oonlin9ant upon the oxlsthtg features. The e]tictinyl fs�aturetx rnuet nroeet aunwn!standards(1.a,,slopes.ADA compo ,MW of mah"iais). A. If It mests stems please show on a separete signed and sealed ah4et that that remaining portion.door• 'nieet current oUndords. j B. If it does not meet*WWords: Ptemee show the Ofitire existing access"cwrb removed to full depth and res-consttt ted to oumwe standards. 2. )Mdlesae the outbound a0cm radius(mtnlrr an 35 feet). 3. Shaw the Aceeee ardp®faine atrtpiAQ tying Into the exlsft Mayport mall edgellne stripirig. RWWve tranamon MpIng on Mayport Ptosed, � 4, l�testse notra tai sttbtrlls�sion of the satuwe rueaTed.informion rhteY penar alltionei camMfs 1ft were not raa*appsarmnt du*V this review. I i I e+a if it@fA uod next page _. iti Y1i t•7N-$r 4 Irvl"1 oa a Ap 2v'4 PART 4-, NOTICE OR DEPARTMENT AUTHORITY 9. Ail gVmvcd aonnaction(s)end turning Moovemefll&are subject to the Department's conf ruing authority to modify sect It— :+urea tm1vemant0 ir;nrdar to prattsd VQ%ty Wd trRMP tOrAlinn't cut the atft hfQhW1W or State t tight System. 2, TmnspertntkM Ccmtnx Features and V*Wcas In tho Stater Right of Wey, Trerrspo t WA wntrd feawma ant]d®v'c s f in ibb otoput uUnt's right of way,inaludito,but riot Ilrttftad to,traffic signals.medians,medkan manfts,or any 4,,, trartspcx Von control feature*or decokes in the stats right of way,are aperatilorrsl and Wety cheracteristlos of ft►ej at+r Highway and are not meena of access. The[Department may Install,remove,or tnasflfy amy praae�it or fuhse xrsansporratinn contml fraiu,4 v, d"vkv4br„Um*016 Saht of wey Ila Mako ahongoo to promotra et r%b/Ir•,fhe riphf of WA y ,r 6010 ant traffic cparations on the highway. I _._�. ____. ......�.... r rr+ul PART 5: DEPARTMENT CONTACT NAME: E:sftr Murray,IcarrM C:oottlirtator .ADDRESS; �1Q8 Etltsnn Ayesrsue�,tUIS 2809 — JaqL=nv_Ilia,E=ibrlda 32204 PHONE: �gi1�5d25 PART 13: 510"TU'RE OF DEPARTMENT AUTMORIV SlaNA'f URE OF DEPARTMENT OFFICIAL.: III WWI oil PRINT OR TYPIE NAME: Mark Kuhn, P.M._ PRINT OR TYPE POSITION: 61IL 04Malnian:3nce Ln r � Continued neat page ria`21 24t:b6 16;01 FAX 904 396 5372 NF'ES JQ04!(104 69/20/21306 22:34 904-Zg605619 7AX PL-RntITs PAi3E i raaa� as .�tr�ptkt� xy E d't s waA PAW 7: APPM PRO�"'sEE"URCS You MVi1 ,an adrrrine�t#4 ttWnfp p ltt to Sec:dopti I2G,W9 WO 121.57,Flotift titstkt�e. K You dlisaWee with the farms Aft tadl u� t1le.intging Notlin of intended De;orknint Ash(hnkWftr Nl06M)•VW trti3Y MVGW a(04AW adminittrattve hearing PMubnt tali S* den 1;05r(1), fthmc If you€ar"with the SM WM In"A Mogi,You ray MKpMt an Worn-al aed;wO strathre neartry Pursuant t* � 2x'57(2),Morwa statutelli. YOU must SOM ft eaten request to; Molt d ACOnCY ProceedirXISMaydon I i�eip8etrrr�lt pf'1`eetraspnr�tioCr i BUrrW 11414 tN WS St visrinee Street,M.O.cla "r€tfI®,it&jx*wklrWlft 312MV1458 The W tten rawarst far an reftk**S#vt h9MO f moat omfom w the roquiranuft of elther Rule 29-10fl 201(2)or RulEi 29-ELt8. Q1 r 2j. Fi"&AdnktisiVO WO Code, mint tam received by Ore c(Alpenoy Pmoee 111 by S.-OO P,M,.Pic k*v than 29 day;JdW YOU rt tVsc a Modoe. The wetOw request for of attrttlrtfstttt pte4ti sahautd iflclude a Copy of the Notice,and motet be teglbi®,00 6%OY 11 inch White O*;W,and 00intaint 9, Y "srn% ,t rMrrAw,4nd rjapartimentlelentilytrig number on the Notice,ti'known,and rerne,addre", and WvphsbM wriber of yrs t&tvQ,If Mr, 2. An exp'aneUm of now you are a fecterl by ttse aefitctn desartratui Lt thss Nogcer. 3. A+, iant of"Iand*tan you raceliAW flys Notices, a. A strrterrrent of eti d1apAsid Isar of McWlel feat. If therm SM nonw you Mwat 60 Indicate. 5. A cooname ateterr`ent Of ft uitynate faCt6 etaged.as weft M die rulers and 9WA40 WMb ant►ue you to r+sihef;and d. A cEctwarod fx rellat A foimar! wti#ore held if tt1 z r3 rtiapt tad issued oft mat ted feat, If�fcwmw tmwing to tuf10,Ihle Matta-will bra refereed to fttis 01vtolo l r ! Ado rtlefrattve X5+1 WW#you my previvt Wttrress"ail evidenw arrd MUSOMMkv crthet WkhNo before an adrr4i92MIve taw jtdr. I users ere no dbpAtid WxW of ma an lrrf'hrtrrat nowirig Y41 be halo,,rt which OM you wi11 have the right to provido fttDopait`r rt with any~dttyrrisr;ation ar 4901 srgtrtttents%fth yqu the Aepartrnwtto cwwk*. Medsion,pummnt to Section 120,2373,F8M&A►taitutes,MAY be vei OW911f ayp"d to try allparfiea,and on^much torrrts;as maybe agreed i j n i' by all parO", The right to an adm�tatsve hew*Q Is nvt. marten medledon dcm not rusk In a settlarmant. If a written request far an admlMstretfva twaring is not tirnaty recelveed you WO have waived yoter right to her m the interWed swden reAewed pursuant to Ch apty 120,Fh1da Statutes,and aryl,action sat forty In the Notice shah be car4usive and final. End 1y� ads n, CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: Building Department Public Works&Public Utilities Departments rJFii>j L. Hggfrm- 800 Seminole Road 1200 Sandpiper Lane S.Doerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 Ca (904)247-5800 (904)247-5834 D.KaFuzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# -,3 3 7 Property Address: - 2 2 Applicant: (f Project: T /9 This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: 71 Please re-submit your apAcation when these items have been completed. Reviewed 13y: __..__ Date: 0zyo c Date Contractor Notified: DRAINAGE CALCULATIONS FOR RICK'S USED -CARS DESCRIPTION PG. COVER 1 QUAD MAP 2 FEMA FIRM MAP 3 SOIL INFO &SCS METHODOLOGY 4-9 POND DATA 10 DOUBLE RING INFILTRATION TEST 11 /CPR MODELING. 12-18 NORTH FLORIDA ENGINEERING SERVICES INC. o CERT. #26085 263 RIVER HILLS DRIVE JACKSONVILLE, FLORIDA 32216 (904) 737-0971 FAX(904) 396-5372 1�� JOB NO. 0577 BATE: 4/11/2006 REV: 9MO12005 RICK'S USED CARS Existing Surrounding Drainage Conditions Quadrangle WGS84 81025.000' �k z O p a OQ 1 : Mrs, rah .'•� v. a n. y, s` iN,lu il I. p1 �z . .,, m a � O ® Q Q E 0 0 Q O 'i 0" WGS84 81025.000' W MN TN ' t MILS 60 �000 FEET ® 500 IODO METERS Map created with TOPO1@ @2003 National Geographic(www.nationalpographic.coWtopo) 2 R S RPORATE _LIMITS APPROXIMATE SCALE IN FEET DUDLEY. sao o soo SIMMONS N M W W IW O LEWIS Y M w ROBERTZ NATNINAL 11861 INSU NCE r2181071 �I w Q 00. EDGA FIRM 3 N 9� FLOOD INSURANCE RATE MAP JACKSON ZONE X CD 0 � Q CITY OF � ARDELLA ROAD Z O O ATLANTIC BEACH, � V>, G: _ FLORIDA 3 C cc Roa0 LL GD D[TVAL COUNTY M Do�NER ROAD )ONLY PANEL PRINTED) C C SAILFISH >; n DRIVE D m CA AMBERJACK Cn AIA LANE :: n r i BONITA D 0 k ROAD r COMIIUNITY4PANEL NUMBER —p• �QO 110075 9001 D 3 i PRAIA N MAP REVVED: srREEr L APRIL 17,190 l�T ST REDFISH DRIVE oTh This is an official copy of a portion of the sbow referenced food map, It _ - waB Wracted using F-MIT On-line. This map does not reflect changes sir or amendments which may have been made subsequent to the date on the title block. For the latest product information about National Rood Ir eurance �7 program good maps check the FEMA Flood Map Store at w,wvw mae rema.oN 0577-DRAINAGE DATA.XLS 4/11/2006 RICK'S USED CARS SOILS DATA # SOIL NAME HYDROLOGIC GROUP AREA ac 71 LEON B/D 0.37 a SOIL DATA 11:10 AM M 4 Watershed and using the proportion under the rising limb to compute the peak rate factor for the dimensionless unit hydrograph. The reader is referred to Technical Publications 85-5 for a summary of this method and McCuen and Bondeid(1983)for a more detailed discussion. 2. Determine a post-development peak rate factor based on the pro-development K'.and the degree to which natural storage areas will be eliminated. Land development will generally result in a reduction of natural storage. Asa result,the K'value should either increase or remain constant,but never decrease. In most cases,post-development conditions will include detention storage areas: This storage should be accounted for by routing the hydrograph based on a defined stage - storage-discharge relationship and should therefore not be considered in determining the K'. The most conservative approach is to use K'=484 for post-development. However,in some cases where significant surface storage is maintained or replaced by swales,shallow natural depressions,lakes or wetlands,(which are not directly accounted for in routing calculations)K'may be reduced up to the same value used in pre- development. 3. K' values should be considered basin specific(similar to area,CN,and Tc)and estimated for each hydrologic sub-basin for which a runoff hydrograph is generated- Table 1. Recommended K'For Varied Site Conditions Site.Conditions K' Represents watersheds with very,mild slopes, recommended by SCS for watersheds with average slope of 0.5%or.less. Significant surface storage throughout the 256-284 watershed. Limited on-site drainage ditches. Typical ecological communities include: North Florida Flatlands, South Florida Flatlands,Freshwater marsh and ponds, swamp hardwoods,cabbage palm flatlands,cypress swamp, and similar vegetative communities. Intermediate peak rate factor representing watersheds with moderate surface storage in some locations due to depressional areas,mild slopes and/or lack of existing 323-384 drainage features. Typical ecological communities include: Oak Hammock,upland hardwood hammock,mixed hardwood and pine,and similar vegetative communities. Standard peak rate factor developed for watersheds with little or no storage. Represents watersheds with moderate to steep slopes and/or significant drainage works. Typical 484 ecological communities include: Long leaf pine-turkey oak hills,and similar vegetative communities. Table 17.-Soil and Water Features-Continued (0 OD I I Flooding I High water table (Cemented pani Subsidencel Risk of corrosion Soil name and I Hydro- I I I I I I I I I I I I map symbol I logic ( Frequency I Duration (Months I Depth I Rind IMonths IDepthlThick-Ilni- ITotallUncoated (Concrete I group I I I I I I 1 I ness I tiall I steel I I I I I I Ft I I I In I I In I In I i I I I I I I I I I I I I 1 53----------------I A INone--------I --- I --- 1 -6.0 1 --- I --- i --- I -'- I --- I --- ILow------(High. Penney I I I I I I I I I I I I I I I I I I I I I I I I I I 55*---------------I D INone--------I --- I --- l 0-1.01 --- I --- I --- I --- I --- I --- I --- I Pits I I I I I I I I I I I I I I I I I I I I I I i I I I 56----------------I B/D INone--------I --- I --- IO.5-l.OlApparentlJan-Oct) --- I --- I --- I --- IHigh-----IHigh. Pottsburg I I I I I I I I I I I I I I I I I I I I I I I I I I 58----------------I C INone--------I --- I --- 11.0-2.OIApparentlJan-Octi --- I --- I --- I --- IHigh-----IHigh. Pottsburg I I I I I I I I I I I I I I I I I I I I I I I I I I 62----------------I B/D IFrequent----IBrief-----IDec-Mayl 0-0.51ApparentlJan-Deci --- I --- I --- I --- IHigh-----IHigh. Rutlege I I I I I I I I I I I I I I I I I I I I I I I I I i 63----------------I D INone--------I --- I --- 10.5-1.5IApparentiJan-Octl --- I --- I --- I --- IHigh-----IHigh. Sapelo I I I I I I I I I I I I I I I I I I i I I I I I I I 66----------------I D INone--------I. --- I --- 1 +2-0 IApparentlJan-Deci --- I --- 1 0-0 1 --- IHigh-----IHigh. Surrency I I I I I I I I I I I I I 67----------------I D (Frequent----IBrief IDec-Marl 0-0.5IApparentlJan-Deci --- I --- 1 0-0 1 --- IHigh-----IHigh. Surrancy I I I I I 1 I I I I I I I I I I I I I I I I I I I 68----------------I D (Very IVery brieflJan-Deci 0-0.5IApparentlJan-Deci --- I --- 116-18116-25IHigh-----IHigh. Tisonia I I frequent. I I I I I I I I I I I I I 69*. I I I I I I I I I I I I I Urban land I I I I I I I I I I I I I I I I I I I I I I I I I I 71*: I I I I I I I I I I I I I Urban land. I I I I I I I I I I I I I I I I I I I I I I I I I I .---� Leon-------------I B/D INone--------I --- I --- 10.5-1.SIApparentlJan-Octl 66 (Thick I --- I --- IHigh-----IHigh. I I I I I I I I I I I I I Boulogne---------I B/D INone--------I --- I --- 10.5-1.5IApparentiJan-Octi 60 IThick I --- I --- IHigh-----IHigh. I I I I I I I I I I I I I 72*: I I I I I I I I I I I I Urban land. I I l I I I I I I I I I I I I I I I I I I I I I I I Ortega-----------I A INone--------I --- I --- 13.5-6.OIApparentlJan-Octi --- I --- I --- I --- ILow------IHigh. I I I I I I I I I I I I I Kershaw----------I A INone--------I --- I --- 1 -6.0 1 --- I --- I --- I --- I --- I --- ILow------IHigh. o I I I I I I I I I I I I I = 73*: Urban land. I I I I I I I I I I I I I < See footnote at end of table. ` Table 2.2a.—Runoff curve numbers for urban areas: Curve numbers for hydrologic f' soil group Cover Description Average percent Cover type and hydrologic condition impervious areas A B C D Fully developed urban areas vegetation established: Open space lawns,parks,golf courses,cemeteries,.etc. ? Poor condition(grass cover<50) 68 79 86 89 Fair condition(grass cover 50%to 75%)...... 49 69 79 84 Good condition(grass cover>75%)............ 39 61 74 80 Impervious areas: Paved parking lots,roofs,driveways,etc. (excluding right-of-way).......................... — 98 98 98 98 Streets and roads: Paved:curbs and storm sewers(excluding Right-of-way)....................................... 98 98 98 98 Paved:open ditches(including right-of-way)... 83 89 92 93 Gravel(including right-of-way) 76 89 91 Dirt(including right-of-way) ---P► 72 82 87 89 Western desert urban areas: Natural desert landscaping(impervious areas only).. 63 77 85 88 Artificial desert landscaping(impervious weed barrier, ► desert shrub with 1—2 inch sand or gravel mulch and basin borders) 96 96 96 96 Urban Districts: Commercial and business............................... 85 89 92 94 95 ' Industrial................................................... 72 81 88 91 93 Residential districts by average lot size: 1/8 acre(or less town houses).......................... 65 77 85 90 92 %,acre....................................:................. 38 61 75 83 81 1/3 acre...............................................V... 30 57 72 81 86 %s acre.................................................................. 25 54 70 80 85 1 acre...................................................... 20 51 68 79 84 2 acres..................................................... 12 46 65 77 82 Developing urban areas Newly graded areas(pervious areas only,no vegetation)... 77 86 91 91 Idle lands(CN's)are determined using cover types Similar to those in table 2.2c).. lAverege-runoff condition and la=' 0.2S. 2 The average percent impervious area shown was used to develop the composite CN's.Other assumptions are as follows: impervious areas are directly connected to the drainage system,impervious areas have a CN of 98,and pervious areas are considered equivalent to open space in good hydrologic condition.CN's for other combinations of conditions may be computed using figure 2-3 or 2-4. 3 CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover type. 4 Composite CN's for natural desert landscaping should be computed using figures 2-3 or 2-4 based on the impervious area percentage (CN=98)and the impervious area CN. The pervious area CN's area assumed equivalent to desert shrub in poor hydrologic condition. 5 Composite CN's to use for the design of temporary measures during grading and construction should be computed using figure 2-3 or 2-4,based on the degree of development(impervious area percentage)and the CN's for the newly graded pervious area CAG--' OL o�S I,__—'�"�--�r 1��,� 54, . A - S L' M,vA _ 2 0 ��51' �,v,�9��► A4-�A took Ar p ACN- p.ocOA MO AW � t Rick's Used Cars Pond Information SWMF 1 r ion Elevation Area AC *Dischar a cfs 13.40 0.213 3.71 13.00 0.148 2.58 12.40 0.023 0.39 11.40 0.014 0.25 M 10.40 0.007 0.12 *Infiltration rate = 17.4 inches per hour or 0.0004 feet per second Refer to double ring infiltration test results on page 11 00 9 4w REPORT DATE: 03/27/06 1PROJECT: Ricks Used Cars- 1919 Mayport Road TEST DATE: 03/24/06 LOCATION: Atlantic Beach, Florida FIELD PERSONNEL: JOB NUMBER: J12735 METHOD: ASTM D3385 TEST NUMBER: DRI#1 WATER.HEAD: -0.4 foot TEST DEPTH 0.5 foot -ELAPSM SUMMARY OF TEST DATA& RESULTS INNER RING SIZE(INCHES): 12 litlltlI= cfllfk# ROUTER RING SIZE(INCHES): 24 5 2830 18.32 AVERAGE INFILTRATION RATE (IN/HR): 17.0 10, 2540 16.45 STEADY STATE INFILTRATION RATE (IN/HR): 17.4 15 2590 16.77 20 2830 18.32 25 2490 16.12 30 2610 16-90 35 2590 16.77 INFILTRATION RATE VS TIME 40 2550 16.51 m 20- 45 2490 16.12 Z 50 2650 17.16 55 2540 16.45 W715 60 560 2840 18.39 - Z10 5- [rDepth(Ft) Soil Description 0.0-0.5 Grey Brown Fine SAND wttrace Roots LL 0 . . . . . . . . . . . . . . . . . . . . . . 0.5-2.0 Light Grey Fine SAND w/a large Root- 5 10 15 20 25 30 35 40 45 50 55 60 2.0-3.2 Brown Fine SAND ELAPSED TIME (MIN) 3.2-4.0 Dark Grey Brown Fine SAND 4.0-6.0 Dark Brown Fine SAND A.B.T. GWL=4.8 fobt Est.Seasonal High Groundwater Elevation =2.0 feet Below Ground Surface J1273Wri.qpw Nodes A Stage/Area V Stage/Volume T Time/Stage A:PRE A:SWMF R:PERCOLATION T:GROUND M Manhole L U:PRE U:SWMF -- Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links W:weir P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach T:BNDRY Marietta Vet 9/19/06 Job Number 0577 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfS hrs cfS BNDRY BASE 025 12.00 12.000 13.000 -0.0200 0 12.12 1.154 0.00 0.000 GROUND BASE 025 0.00 11.000 11.000 0.0000 0 12.12 0.685 0.00 0.000 PRE BASE 025 24.00 100.002 100.000 0.0000 4356000 12.07 1.881 0.00 0.000 SWMF BASE 025 12.12 12.877 13.000 0.0050 1730 12.02 2.543 12.12 1.839 BNDRY BASE 03 12.00 12.000 13.000 -0.0200 0 0.00 0.000 0.00 0.000 GROUND BASE 03 0.00 11.000 11.000 0.0000 0 12.34 0.554 0.00 0.000 PRE BASE 03 24.00 100.001 100.000 0.0000 4356000 12.07 1.025 0.00 0.000 SWMF BASE 03 12.34 12.221 13.000 -0.0050 1430 12.02 1.479 12.34 0.554 Marietta Vet 9/19/06 Job Number 0577 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 1 ------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------ ___= Basins Name: PRE Node: PRE Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Factor: 323.0 Rainfall File: Flmod Storm Duration(hrs) : 24.00 Rainfall Amount(in) : 9.300 Time of Conc(min) : 15.00 Area(ac) : 0.380 Time Shift(hrs) : 0.00 Curve Number: 84.14 Max Allowable Q(cfs) : 999999.000 DCIA(%) : 0.00 ---------------------------------------------------------------------------------------------------- Name: SWMF Node: SWMF Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Factor: 484.0 Rainfall File: Flmod Storm Duration(hrs) : 24.00 Rainfall Amount(in) : 9.300 Time of Conc(min) : 10.00 Area(ac) : 0.380 Time Shift(hrs) : 0.00 Curve Number: 89.86 Max Allowable Q(cfs) : 999999.000 DCIA(%) : 0.00 Nodes Name: BNDRY Base Flow(cfs) : 0.000 Init Stage(ft) : 11.320 Group: BASE Warn Stage(ft) : 13.000 Type: Time/Stage Time(hrs) Stage(ft) 0.00 11.300 12.00 12.000 14.00 12.000 24.00 11.300 ------------------------------------------------------------------------------------------ Name: GROUND Base Flow(cfs) : 0.000 Init Stage(ft) : 11.000 Group: BASE Warn Stage(ft) : 11.000 Type: Time/Stage eta Time(hrs) Stage(ft) 0.00 11.000 24.00 11.000 ------------------------------------------------------------------------------------------ Name: PRE Base Flow(cfs) : 0.000 Init Stage(ft) : 100.000 Group: BASE Warn Stage(ft) : 100.000 Type: Stage/Area �a+r Stage(ft) Area(ac) --------------- --------------- 0.000 100.0000 999.000 100.0000 Marietta Vet a 9/19/06 Job Number 0577 Interconnected Channel and Pond Routing Model(ICPR) 02002 Stream4n9Technologies,Inc. Page 1 of 4 ------------------------------------------------------------------------------------------ " Name: SWMF Base Flow(cfs) : 0.000 Init Stage(ft) : 11.000 Group: BASE Warn Stage(ft) : 13.000 Type: Stage/Area Stage(ft) Area(ac) 11.000 0.0200 13.000 0.0410 Operating Tables Name: PERCOLATION Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage(ft) Discharge(cfs) --------------- --------------- 11.000 0.33 12.000 0.51 13.000 0.71 - - ----------------------- ___= Weirs Name: weir From Node: swmf Group: BASE To Node: bndry Flow: Both Count: 1 Type: Vertical: Mavis Geometry: Rectangular Span(in) : 96.00 Rise(in) : 3.00 Invert(ft) : 12.750 Control Elevation(ft) : 12.750 TABLE Bottom Clip(in) : 0.000 Top Clip(in) : 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ----------------------------------------- Rating Curves Name: PERCOLATION From Node: SWMF Count: 1 Group: BASE To Node: GROUND Flow: Positive TABLE ELEV ON(ft) ELEV OFF(ft) #1: PERCOLATION 11.010 11.010 " #2: 0.000 0.000 #3: 0.000 0.000 #4: 0.000 0.000 Hydrology Simulations Name: 025 Marietta Vet 9/19/06 Job Number 0577 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 2 of 4 14 Filename: N'.\JOBS\2006\06-022\DOCS\025.R32 Override Defaults: Yes Storm Duration(hrs) : 24.00 Rainfall File: Flmod Rainfall Amount(in) : 9.50 Time(hrs) Print Inc(min) 24.000 0.25 ---------------------------------------------------------------------------------------------------- Name: 03 Filename: N:\JOBS\2006\06-022\DOCS\03.R32 Override Defaults: Yes Storm Duration(hrs) : 24.00 Rainfall File: Flmod Rainfall Amount(in) : 5.80 Time(hrs) Print Inc(min) --------------- --------------- 24.000 0.25 - --------------------------------------------- ___= Routing Simulations Name: 025 Hydrology Sim: 025 Filename: N:\JOBS\2006\06-022\DOCS\025.I32 mo Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft) : 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs) : 0.000 End Time(hrs) : 24.00 Min Calc Time(sec) : 0.5000 Max Calc Time(sec) : 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 24.000 0.250 Group Run BASE Yes ---------------------------------------------------------------------------------------------------- Name: 03 Hydrology Sim: 03 Filename: N:\JOBS\2006\06-022\DOCS\03.132 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft) : 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs) : 0.000 End Time(hrs) : 24.00 Min Calc Time(sec) : 0.5000 Max Calc Time(sec) : 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 24.000 0.250 Marietta Vet 9/19/06 Job Number 0577 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 3 of 4 15 Group Run --------------- ----- BASE Yes Boundary Conditions ire Marietta Vet 9/19/06 Job Number 0577 Interconnected Channel and Pond Routing Model(ICPR) 02002 StreamlinjTchnologies,Inc. Page 4 of 4 Basin Name: PRE Group Name: BASE O' Simulation: 025 Node Name: PRE Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh323 Peaking Fator: 323.0 Spec Time Inc (min) : 2.00 Comp Time Inc (min) : 2.00 Rainfall File: Flmod Rainfall Amount (in) : 9.500 Storm Duration (hrs) : 24.00 Status: Onsite Time of Conc (min) : 15.00 Time Shift (hrs) : 0.00 Area (ac) : 0.380 Vol of Unit Hyd (in) : 1.001 Curve Number: 84.140 DCIA M : 0.000 OR Time Max (hrs) : 12.07 Flow Max (cfs) : 1.881 Runoff Volume (in) : 7.564 Runoff Volume (ft3) : 10433.839 an " -------------------------------------------------------------------------------- Basin Name: SWMF Group Name: BASE Simulation: 025 Node Name: SWMF Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484.0 Spec Time Inc (min) : 1.33 Comp Time Inc (min) : 1.33 Rainfall File: Flmod Rainfall Amount (in) : 9.500 Storm Duration (hrs) : 24.00 Status: Onsite Time of Conc (min) : 10.00 Time Shift (hrs) : 0.00 Area (ac) : 0.380 Vol of Unit Hyd (in) : 1.001 Curve Number: 89.860 DCIA (%) : 0.000 OR Time Max (hrs) : 12.02 Flow Max (cfs) : 2.543 Runoff Volume (in) : 8.257 Runoff Volume (ft3) : 11390.059 A -------------------------------------------------------------------------------- Basin Name: PRE Group Name: BASE Simulation: 03 Node Name: PRE Basin Type: SCS Unit Hydrograph ON Unit Hydrograph: Uh323 Peaking Fator: 323.0 Spec Time Inc (min) : 2.00 Comp Time Inc (min) : 2.00 Rainfall File: Flmod Rainfall Amount (in) : 5.800 Marietta Vet s 9/19/06 Job Number 0577 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page I of 2 17 Storm Duration (hrs) : 24.00 Status: Onsite Time of Conc (min) : 15.00 Time Shift (hrs) : 0.00 Area (ac) : 0.380 Vol of Unit Hyd (in) : 1.001 Curve Number: 84.140 DCIA (%) : 0.000 Time Max (hrs) : 12.07 Flow Max (cfs) : 1.025 Runoff Volume (in) : 4.026 Runoff Volume (ft3) : 5553.399 -------------------------------------------------------------------------------- Basin Name: SWMF Group Name: BASE Simulation: 03 Node Name: SWMF Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh484 Peaking Fator: 484.0 Spec Time Inc (min) : 1.33 Comp Time Inc (min) : 1.33 Rainfall File: Flmod Rainfall Amount (in) : 5.800 Storm Duration (hrs) : 24.00 MR Status: Onsite Time of Conc (min) : 10.00 Time Shift (hrs) : 0.00 Area (ac) : 0.380 Vol of Unit Hyd (in) : 1.001 Curve Number: 89.860 DCIA (%) : 0.000 Time Max (hrs) : 12.02 Flow Max (cfs) : 1.480 Runoff Volume (in) : 4.630 Runoff Volume (ft3) : 6386.171 Vp ON P Marietta Vet Aw 9/19/06 Job Number 0577 Interconnected Channel and Pond Routing Model(ICPR) 02002 Strea�libe Technologies,Inc. Page 2 of 2 CITY OF ATLANTIC BEACH 800 SEhMOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033333 Date 6/22/06 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . SIGN FOR NEW BUILDING Application description . . . SIGN PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ RICKS USED CARS THE GREGORY GROUP, INC. 1919 MAYPORT ROAD 1015 ATLANTIC BLVD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 237-6655 ---------------------------------------------------------------------------- Permit . . . . . . SIGN PERMIT Additional desc . . Permit Fee . . . . 85 .00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85.00 85.00 . 00 .00 Plan Check Total . 00 .00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERMIT IS APPROVED ONLY W ACCORDANCE WITH ALL CITY OF ATI.ANI•IC BEACH ORDINANCES AND THE FLORMA BU"M CODES. CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATQA4Vq 1 f 202 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. E RICAL FIRM:l MASTER ELE CI NATURE: V� OWNERS NAME:&C_ ADDRESS: D >#OX— BLDG. SIZE BETWEEN: RES. APT.( ) COMM.( ) PUBLIC( ) INDUS.( } NEW( ) OLD( ) REW.( ) ADDIT ON( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ. FT. SERVICE: NEW INCREASE REPAIR( CONDUCTOR SIZE AMPS: COPPER ALUM. FEES SWITCH OR BREAKER AMPS PH c(W eqVOLTRACEWAY EXIST. SERV. SIZE AMPS PH `� W VIL �RAC�WAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 1 131.100 AMPS SWITCHES INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS J B UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN Updated 5f2=002 _ CITY OF ATLANTIC BEACH ' r PLAN REVIEW SHEET Routed to: S.Makowski Budding Department Public Works&Public Utilities DepartmentsL Hi ins 800 Seminole Road 1200 Sandpiper LaneDoerr Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R.Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application# 5,�3 3 Property Address: Applicant: r Project: This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. E-1 Reviewed and the following items need attention: Please.re-submit your application when these items have been completed. Reviewed By: Date: 10 11 10 Ga Date Contractor Notified: CITY OF ATLANTIC BEACH Sf SIGN PERMIT APPLICATION uJa� D� C� Date: 1 ` Please submit(2) complete sets of plans with application. Job Address: Owner's Name: Address: Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: ,Toe,. State License Number: GGG 150 736 Address: ipeg- An-4pinc_ �x� ti t .,A Phone: 737 -GG City: ATL. f 1 State: rL Zip: Z Fax: l©`� 7-46 -G I Electric Permit Required? ❑ Yes* No *Electrical Contractor: 1 Dimensions and total square footage of sign: S / Please provide two(2)copies of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of-ways. For Wall, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs,mounting detail and type of illumination, if any. 2. Provide linear frontage of office,business or storefront, or entire building,as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. 1 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 correct and that the plans and supporting data have been or shall be provi as re uired. Signature of Contractor: Date: 4�6 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.as Page 1 Revised 1/30/03 Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Q /U4 ,- Phone d/ Q► /72 Fax:941 4�/? (� E-Mail- 4001 AS TO OWNER: Sworn to and subscribed before me this J'�day of 2012 State of Florida,County of Duval Notary's Signature: BRENDA J.FRAZIER personally known * * MY COMMISSION f DD 275126 EXPIRES:December 21,2007 ❑ Produced identification BMW ire BWW Nosy Servkes Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this "1 day of _ ,20 State of Florida, County of Duval Notary's Signature: Personally known ❑ Produced identification Type of identification produced BRENDA J.FRAZIER * * MY COMMISSION t DD 275126 EXPIRES:December 21,2007 B"4ed rnn,Bedget"y 80k" 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/30/03 s CITY OF ATLAN'T'IC BEACH J ` r PLAN REVIEW SHEET Routed to: -S�--M` akowski Building Department Public Works&Public Utilities Departments �Hi ins 800 Seminole Road 1200 Sandpiper Lane oerr,_. Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R.Carper (904)247-5800 (904)247-5834 D. Kaluzniak (904)247-5845 Fax (904)247-5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application Property Address: Applicant: 15"t y Project: S 7�i Thisapplication has been: Approved as noted by the Department. Final application approval must coige from the Building Department. ED Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed ByDate: Z Date Contractor Notified: rc:, f,, CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION Date: Please submit(2)complete sets of plans with application. Job Address: }q /C �G Owner's Name: G S �- Address: Phone: Legal Description: Block Number: Lot Number: Zoning District: G Contractor: `T-9E ( a State License Number: Address: 10L4,-ET, —A-rL `5 4 29S Phone: 9,64- 237 G,,(.,SS' City: Az4 State: Q Zip:322-�> Fax: 2'pq ge�&-G614 ( Electric Permit Required? ❑ Yes*;R No *Electrical Contractor: Dimensions and total square footage of sign: Please provide two(2)copies of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of-ways. For Wall, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs,mounting detail and type of illumination, if any. 2. Provide linear frontage of office,business or storefront, or entire building, as appropriate. 3. Provide completed owner's authorization form if applicant is other than property owner. 4. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. I hereby certify that all information pro ' ed with this lication is correct. Signature of Owner: Date: I hereby certify that I have rea 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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: (JCJ 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/30/03 S Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Phone: 'G Fax: ��- 7�_c E-Mail: AS TO OWNER: Sworn to and subscribed before me this---� day of a� '20— State of Florida,County of Duval BRENDA J.FRAZIER Notary's Signature: �J MY COMMISSION i OD 275126 � � EXPIRES:December 21,2087 L�'ersonally known Boned Thru Budget Notary Services ❑ Produced identification Type of identification produced AS TO CONTRACTOR: y �J Sworn to and subscribed before me this day of ,20-0& State of Florida, County of Duval Notary's Signature: SPRY P� a° .•••.,�% BRENDA J.FRAZIER Personally known * MY COMMISSION t DD 275126 Produced identification 9r \oma EXPIRES:December2l,2087 Type of identification produced s, F0F Fly sorra Tin Budget"Smites 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/30/03 City of Atlantic Beach Planning and Zoning DeparUnent This approval verifies cornlftnee wilt epplee b zoning, subdivision and other focal tend f development regulations,but does net oonatitule approval for the Issuance of psrnft. Compliance with Florida Building Code and all odd applic" - local, State and Federal poroMng requireraw is must be veril by signature of Vw My of Atbrttic Beach Buildingis so bowaaa K a t Building Per Ift ApprovedB ='Ot Date: 2. _1 - a jr x r pc)£ __ - if e. ! v5 ol vV 4 ly A:A --7.T 711 Y-k . �' Ci f Atlantic Beach Building Department Certificate Of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: November 14, 2006 Owner: Rick Frazier Address: 1919 Mayport Rd., Atlantic Beach, F132233 Construction Type: Wood Frame Use Classification: New Commercial Building Permit Number: 06-32130 r DAVID RUFSTPTJMR BUILDING OFFI IAL .s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033545 Date 7/21/06 Property Address . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . NEW SERVICE 200AMP/240V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ RICK' S USED CARS BIVINS ELECTRIC CO. 1919 MAYPORT ROAD 11251 BUSINESS PARK BLVD STE 1 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 880-2204 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. . ,,CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033578 Date 7/25/05 Property Address . . . . . . 1981 MIPAULA CT Tenant nbr, name . . . . INSTALL POWER PANEL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ LEVY BROOKS & LIMBAUGH ELECTRIC CO 1981 MIPAULA COURT 42 WEST 8TH STREET ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-9051 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT JS APPROVED ONLY IN ACCORDANCE WTPH ALL MY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BU"ING CODES. -Zq1% 4b pCITY OF ATLANTIC BEACH JAS �� 1 DEPARTMENT OF PUBLIC WORKS Sid 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 t) TELEPHONE: (904)247 5834 FAX: (904)247-5843 SUNCOM: 852-5834 www.coaKus October 2, 2006 Mr. and Mrs. Rick Frazier c/o Rick's Used Cars 1919 Mayport Rd Atlantic Beach, FL 32233 Dear Rick and Brenda: As requested, this letter is to acknowledge receipt of the signed and sealed plans and drainage calculations for your business located at 1919 Mayport Road. The remaining item necessary to receive the Permanent Certificate of Occupancy is an As-Built Topographic Survey documenting construction of the proposed On-Site Storage area. Submission of this final documentation is requested not later than November 17, 2006. If you have any further questions, please contact me at 247-5834. 4Sinc rely, Rick Carper, E. Public Works Director cc: Dave Hufstetler, Building Official Shirley Graham, Building Department Permits Clerk RC/.e 08/03/2006 15:28 FAX 0 001 i City of Atlantic Beach ' Building Department rift), S" Temporary Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 11.0.2 of the Florida Building Code certifying that at the time of issuance this sbwture was in compliance witch the various ordinances of the City regulating ++ building construction or use. For the following.- Date: August 2, 2006 Owner: Rick Frazier Address: 1919 Mayport Rd, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: New Commercial Building Permit Numb 130 tan owski - Building Official Fire Mar all LARRY J. FUGGINS Deputy BuMng Official Post in a emspicuous space. �'d 9689-LtiZ- M sws4sAg uogwwo;uj d0£:£0 90 Co Ony Building, Planning & zoning CITY OF ATLANTIC BEACH Inspection Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: / 9 • d �o Contractor Name: / Opn, 0 Permit #: Property Address: ! 1 g —M',I JF y Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single-Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built va,L� The following must be completed before issuing Certificate of Occupancy. Department Date Notified Date Approved Approved By Elie-rcpt. Public Works Planning Dept. Building Dept. Final Survey with FFE ❑ Yes ❑ No All Re-Inspect Fees Paid ❑ Yes ❑ No iaxCornerstonePartners, LLC and The Gregory Group, Inc. CGC 1506379 TRANSMITTAL Date: November 1, 2006 From: Greg Birdsong To: City of Atlantic Beach BD Project: Rick's Used Cars Attn: F Address: Phone: Contact: Greg Birdsong Fax: Phone: 237-6655 Comments: Copy of "As-Builts" for 1919 Mayport Rd. aka Rick's Used Cars. Copy to PW Director Rick Carper for his review and approval for issuance of CO. r 61 14603 Beach Blvd. Suite 600 Jacksonville, FL, 32250 Phone: 992 - 9344 Fax: 992 - 9833 FROM FAX NO. Nov. 01 20% 11:19W P2 MAP 3NOWiHG BOUNDARY SURVEY OF LOTS 1 & 2 BLOCK 21 ACCORDING TO THE PLAT OF i*3 REPLAN" AS RECORDED IN PLAT BOOK 19 PAGE(S) 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: ':'>zIWO U13ED CARS, INC. U II s�iyiyoivs ROAD � 0 � � H �► 1.3• rmer• f�►J BLOT 3 LOCK 21 Q0-4- X 4'4' 00 �\ ,a LOT 2 BLOCK 21 APPRO1AMATE `� •t^ •� • TOP OF HANK '• •." " GONG. ! ' •,•�. �g HE APPROIpMATE ctrRe .. 'AMM . i •,: NATER! EDGE , � 8 �� • comc. I.r 7b .� • '.HANDICAP.. 1 CONC. !' Rte+ ,• ti•: S 1 !k 2 STORY m P R W ,IXW E an NO 1AREA 919llws U BLOOi ! LOT 4 MAX :' r.J• °� : . :: '' "� , i; BLOCK 21 r .• r . 3• •• Z. o.s CONC. D-•.- ' . w A/C PAD - C 30' (R) l/7 .• lT;.• + 48.5.{ (N) Leto" r%1'T71fB�R thr� �s�acsua AHr 7 pI�► BLOCK 20 L9.3�B roA 404> x—REFERENCE NO.'S 7 mm E Y O 1.ANGLES ARE SHOIIIN ON TMS SURVEY y 2.STRUCTUK NO. W SHOW HEREON LIES INTHIN FLOW ZONEAS BEST f:•M. DETERMNrEED FROM f A' FLOW NAPS PANEL NO• 1 OATED� 9!1917-1 , 3.THIS IS A SURFACE SURVEY ONLY. TME ExTF'NT OF UNDERGROUND FOOTINGS, p ssaci,* D SURVEYORS INC. LAND A 040MERM SURVEYS PIPES AND UTIUM If ANY, NOT OETE MINED. t- 3846 BLANOING BOULEVARD 4 LOCATED BY TIS SUMENVIRONMENTALLY SENSITIVE AREAS ANY. NOT JACKSONVILLE. FLORIDA 32210 5,THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBUC is •? 904-771-•6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, ' 7 CERTIFICATE OF AUTHORIZATION NO, LB 0005488 TITLE. COVENANTS, RESTRICTIONS. CLOSURES, LAKING$ OR ORDINANCES. ETC. g V DOW COULD BE OWER MATTERS OF RECtNtD THAT AFFECT THIS PARCEL. 6.UNLESS 01HER11111E STATED ALL IRON PIPE'S FOUND HAVE NO MENTIRCATION. I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER " I.S /yellelNwT10N6 DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBIW P. POW OF INE o 6107 ORD LANDS RAT G PURS H PTO 472, PES 47 I PIOR NK 04�(IP) D.R.C. POW OF �E.B C� M FOUND CONORM MDNt11mm (C M.) P.C.C. = POINT OF COMPOUND CURVE �t• C S Cut OttMf l NOTE c = oa�uroa au► =alalr or wY►r C 8. HATCFLORIDA F"CA E NO. 3771 ("� • MEASURED `D"` R � � A C =Apt CONOffO i (E•T.) -� 1n1E L. STARLUNG FL ORiDW CEE N(1. 4379 0. i. 6oTM1M11TER METER �., UTN1tY POLE RAYMOND J. FLORIDA CfRt NO, 6132 O.Rv.. WORD v01�uME P.EO. -POOL BOINPMF]IT -,._ 6vr ANpnORP.R.M.' ��LX -0 U.-m OYER MEAFD�UtLEITIeETSN CH =J013 NO. 50693 DATE 0-3Q-20Od BV- - x--x wl FI' :E -D•--D- SCALE: 1" DRAFTER J.EA. w 4Aip{90TNA4PAD C Arc R = COVIDI M I S a RESTRICT10N5 NOT VAUO WITHOUT THE W.NATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER iv AT�ANTIC MAC-- City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone (904)247-5826 - Fax (904)247-5845 - http://www.coab.us REGISTRATION FORM FOR TEMPORARY TENTS AND AWNING STRUCTURES Within residential and commercial Zoning Districts, temporary tents and awning structures may be used on private property within the City of Atlantic Beach following submittal of this completed form to the Building and Zoning Department. These may be used only for private temporary events, such as weddings and private parties and may be placed upon the property for a period not to exceed four(4)days or ninety-six(96)hours. DATE APPLICANT NAME: t��- o r_� hps_ J4 to- M[AILING ADDRESS: ADDRESS WHERE TEMPORARY TENT AWNING WILL BE PLACED (If different from mailing address.) DATES THAT THE ' ORARY TENTS DAWNING STRU S W ELOCATED ON THE PROPERTY: U j. through Z TEMPORARY TENTS AND AWNING STRUCTURES SHALL BE FULLY SECURED, AND THE BELOW SIGNATURE ACKNOWLEDGES THAT THE PROPERTY OWNER AND/OR THE COMPANY INSTALLING ANY TENT OR AWNING ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR SUCH. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT. Signature of property owner or authorized agent. SIGNATURE /( PRINT NAME D)E�crA a A CONTACT INFORMATION OF PERSON SUBMITTING THIS REGISTRATION FORM (Pt.EASE PRWI) NAME '6FP_ Z MAILIN`GADDRESS z PHONE" l - FAXD1 " W6d E-MAIL CITY OF ATLANTIC BEACH ~' % ! 800 SEMINOLE ROAD t� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 rvj� �JF-°fir Application Number . . . . . 06-00033765 Date 8/23/06 Property Address . . . . . . 1919 MAYPORT RD Application type description TENT PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc TENT 8 .21 .06 THRU 9 . 2 . 06 ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RICKS USED CARS OWNER 1919 MAYPORT ROAD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ------------------------ --------------------------------------------------- Permit . . . . . . ` TENT PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 8/23/06 Valuation . . . . 0 Expiration Date . . 2/20/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. } *a. NOTICE �fi'OA OF R �� ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE Ig M 1�tl PO Or THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted. Ave- Grp �hw�(J F(si.c. Q K- C.a�I.Q �ceyx 0-0 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 Sectioi 1 APPLIC.MON FOR-Please circle one: fer to New Location (If Transferring to new location,what was y ur l BUSINESS NAME f� � � LOCATION ADDRESS j �E �� 1 MAILING ADDRESS//�� s BUSINESS PHONE q'Z01� ____--- _.-- _� �'`' Z176 NATURE OF THE BUSINESS(Please Be Spe SQUARE FOOTAGE OF BUSINESS PREMI o (Include both buildings and outside areas used ng areas) NUMBER&TYPE OF VENDING MACHIN Section 2 APPLICANT/LOC MANAGER/PRINCI HOME ADDRESS 1 HOME PHONE r �S , DATE OF BIRTH DF ttach copy) STATE LICENSE/CERTIFICATION/REGI' *********************** ** * Section 3 I,the undersigned,swear that the above statemen there is any change in the above information. I further understan *aRcsof an occupational license by the City Clem in no Way ___ -sponsibility of compliance with all provisto a Code o inan ing to conducting a business in the City of Atlantic Beach. tore Title 6WWP Date No person,firm or corporation shall engage in or manage any trade,business,profession,or occupation in Atlantic Beach without first obtaining a license and paying an annual fee. Application and/or payment does not constitute approval or issuance of a license. Section 4(For Office Use Only) FEE PAID FULL/HALF YR CODE#&CLASSIFICATION LICENSE# FICTITIOUS NAME REG. CORPORATION REG. STATE REG./CERT HEALTH CERT OTHER REQUIRES COMMISSION APPROVAL?Yes/No DATE APPROVED/DENIED BY COMMISSION ZONING APPROVED BY DATE D D BUILDING DEPT APPROVED BY c DATE FIRE DEPT APPROVED BY DATE "t ' CITY CLERK APPROVED BY f DATE RICKS USED CARS s,eMa,00, Road .Atlantic Beach, FL ,G�r�r- h'I � les Ono, 4oe, cUnt�4nC_�ie�t 0."&&7xL fiw�r,� 'Y' ', C�cN r�L�C' e it?7aC�u L� a �- fo �crxPC� r��`•L 'b4tetze ktzx,I k0wac�rP C�G� �a Lmc�nrf PLtq�c�rvrrc�i� amG��1�CCPiX,CQJ 6.) ov- C>I) W11 A, K. CUNNNIGHM ( 79C�C�[2fe f G C�cfz/ B PeU �// g�2 G�e�c �rG C�anci ra cz�c� C � fo nrna u rti� .�U"aE� r��r<�c9� (ut�c�irc. CaOCx'�t�s��12� C ' � E� 3ewcr�� uasl� �'F$ I U fie. Pr�o,�cEc,tf � C �IZ5 �5�A�aty�✓�', . �IOIZs (�t'CIC'ltta/�'C� Open Sprang 2006 904 Ta"S___ u� DID 523638 m° V JaxCorn JAXCORNERSTONE 14603Be Beach Boulevard i46o3 Beach Boulevard Suite 600 P A R T N E R S Jacksonville,Florida,32250 Tel.904-992-9344 Fax 904-992-9833 E-Mail: info@jaxcornerstonepartners.com July 31, 2006 Manager:Chris Sprungmann Greg Birdsong City of Atlantic Beach Building Department 800 Seminole Rd. Atlantic Beach, FL 32233 RE: 1919 Mayport Road a k.a Rick's Used Cars Permit#06-32130 This letter is to provide The City of Atlantic Beach(City)with a construction summary& status of the project base on recent developments and concerns from the City's PW Director. Rick and Brenda Frazier and Rick's Used Cars (Owner)along with The Gregory Group, Inc. (Contractor) originally permitted plans for a 3,249 sqft 2 story building with a 2,520 sqft building footprint. The plans also included 1,700 sqft of concrete surface and 8,000 sqft of porous gavel surface. 1,100 sqft of this concrete surface was on adjacent property not owned by the Owners. The City required recorded easement from the adjacent landowner for the driveway off privately owned Dora Road was not granted. The land owner only granted permission for drainage easement to the drainage ditch on said property. The land owner did agree to Temporary use of passage per the permitted drawings until an alternate means of egress could be met. During construction the owners,having been previously notified by St. John's River Water Management District(SJRWMD)a permit not be required for this project(#490318), decided to make an upgrade to their, value engineered gravel, parking lot based on information obtained by City personnel that SJRWIvID threshold allowed up to 9,000 sqft of impervious surface, <3,000 sqft building with<6,000 sqft of parking to be under the required permitting threshold of SJRWMD. This was then confirmed by the Owner's Engineer and acted upon by the Contractor. Simultaneously the Owner and Engineer submitted the new design for the concrete parking lot and Egress design for a needed FDOT Permit. Application for FDOT permit was initially denied and had to be redesigned. At a meeting of the FDOT attended by the Owner, Contractor and Engineer a new design was agreed upon. Having poured 4,000 sqft of concrete inclusive of dumpster areas,parking, future building&outdoor garage space and the new main driveway it was determined that the City had not been informed of these changes and the City's PW Director made fact the threshold for SJRWMD is<9,000 sqft of total impervious surface, after finding via 40C-42.022 of SJRWMD the surface subject to vehicular traffic be<4,000 sqft and not as previously informed. NORTH FLORIDA EN ERING SERVICES INC. 263 River Hills Dr,Jadcsflrnilie,FL 32216//ph(904)737-0971 //fax(904)396-5372/!email Ink)Qnfes.net//web www.NFES.net July 19,2006 Robin E. Harrell Compliance Manager St.Johns River Water Management 7775 Baymeadows Way, Suite 102 Jacksonville,Fl. 32256 L RE: Rick's Used Cars Compliance Number 490318 Engineer's Project No. 0577 Dear Mr. Harrell: Please find attached 3 copies of the proposed site plan on the above referenced project. This plan was previously submitted as an 1800 sq. ft.building with 11,395 sq. ft. of gravel parking area. The current proposed plan is for a total of 2160 sq. ft.building and 3993 sq. ft of vehicular use area. Please find this under the threshold for permit requirement. If you have any questions,please call. ; Sincerely,- Chris incerely,Chris Favre President r OUTE(W FLOMA DOWMrsrr OF YOVAMPMMATION �+ STATEN H1 6HWAY ACCESS CONNECTION srsraes COMPLETENESS REVIIEW PeWl""` =Addkbnal inforrnation is required on the below referenced Connection Application PART 1: APPLICANT INFORMATION A "LICATION NUMBER: 06 A 294 0078 F• QJECT NAME: RIcies Used Cars P one of Applicant or authorized agent Ride L.and Brenda Frazier r P one of Organisation: RiciCs UmW Cam,Inc. IN diing Address: 1404 Beach Botta J; Atsonville Beach,Florida 3Z= E 11neer.Consultant or Project Manager. Chris Favre:North Florida Services A Van; 263 River Hills Drive ff I JF tponvitle,Fielder 32216 P^kT Z: ADDITIONAL INFORMATION R41QUI14M N rTE: YOU HAVE eO DAYS FROM THE RECEIPT OF THIS REVIEW TO RETURN THE ADDITIONAL INFORMATION R QUESTED. If the additional information has not been reoelved by the Department within 60 days.the Application W ill be acted upon with the Iftrination provided in tht application. (You can request more them 60 days by completing V Appllcant Time Extension Form#850-040-22). 1 please show all objects and obstructions within the area of the property, Please stow the now location of any iterna that need to b moved. 2 Please add access centerline and edgellns wiping. 3 i'lease show on the revised plans the outbound radius. 4. Please show on the revised plans the WC Ramp(0&1)es oa'b rarnp wtih ADA features(Ciel-21). 5 Please:show on the revised plants the sbp sign as 36"X 36'. 6 Irbe transition striping in front of the access can be removed. T, Fllesse show on the revised.pians the Mayport RaW edgeilae striping as 6 Inch white skip In bent of the access. . Continued next page a 39Vd SIIW83d XVf 619589E-086 Sri=91 9882/LZ/L9 cnn1& S3aN ZLCS 96C 606 IVa ZI+:ZT 9003/1C/L0 07/91/2006 12:42 FAX 904 596 5572 67/27/2096 16:35 904-3685619 JAX PERMITS PAGE Ec a� %V0 LTIL :9J.da is • 9Z9S-09£ �3NOHd � � � � . dstao.ur . am an uenV OMER -89mlo rr .A13.1 38 4.*ViWoa aSVWW iRVIAM SM ONNOOMW SNOUANM A w 3AvH nph ar A211/>$8�3O�N A MH9"WWO N*V14d 'MDIAW GN Am pu omm pug muoMppg Ass uo*RumM pmew6 ►e� s eta 1a omquW V%�w ' o �Ic1 � •(md4 p ftp epeuoo Ilm ul epu�po Bene eye StsWe iuri �IP�Aq tsoj�puao�a;w.Q�o P�lM.te a4 pe+q�e411Nr►l t� dpuo�odsue�1lo e41 W►Np►segue pequga qy� ?4q of iulof Pgoefd0u Puy pshouej eq lllN►)I4r+NePle PUe ue4tt0 pug 4r •in, 'PtstPsw�e19'�L Dia�►�B e4 Ils<N�!dlAtt e�IeAO �I 'P eq puep'ugo wnuAuw s lusugsdra a4t t1etA "I Ok*oim to am ou ul'A'n�o4i w%om q joW to mq&r�B eG e4f 4�Jeluoo A eul ux emp -MCI /�1OU3 NO OPu AO 2W.t JOWWABWOQ eta Pus WW 64 W univgs WW va uaeegeq sop*pom a PU 0461 U0994UQ040W usOMAOd Pue uoWUpst� �WWOn GIN lB VUSWWOd d s D XBW.L Q1(uogp� )uopottgsu eAp1i8W Pts PUN Al WAN=PGft Pse) VAI 04110 UONO IRMU 041 c4�M� A Aer"1416�L p�BPWU 0tp 9pom Pewit diad)t) IN, ANN l m"m&a 016uµt M e41 pPe fusee 'Z I 1 "PKQW IW4 01 MMM"OP4 4 popuge AWq 9002 pe 10 Ado*a Wnp%4 ea%j -41 'pop VAA Mo 0 tugd poWeA w*uo map on% .01 • •eeaooe�eOaR►0�M e9etpeuQ„04l �� '1�� Peasep et0 49M uopoew som an Notts jo ede4sr PWml 0tp 4"uoaoes-N00 etg N►otN'ORV *sodup ytt mqw p MOW 6669 Oki 'p"WA 04 AVOOM Poe A> MOAItP'�IIBN�sou6/ IeNepP e1p t sseo�e ue soap ptle(AiW s41 uo eae9y 't' I - Oa�lnba2l NOIl�OdNl TIN011,lOOr �141f1NLLN0��Z liiVd swe•ft. JYARMN 3S'3N3137dM1OO 'e a'rais�e NOLLO3NNOO S'b RO ►V AAAA !aIH 31V1S' 1 �� notan0oror+au.�e.trr�w�►�ova�asa�oazw.t . ',� F •-moi t I THIS INSTRUMENT PREPARED BY WILLIAM G.NOE,JR., ESQUIRE 599 ATLANTIC BOULEVARD, SUITE 6 ATLANTIC BEACH, FLORIDA 32233 (904)249-7241 TITLE NEITHER EXAMINED NOR APPROVED EASEMENT AGREEMENT THIS AGREEMENT made this day of May, 2006, by and between JAMES R.STRICKLAND, CHRISTOPHER SPRUNGMANN and BRAD INVESTMENTS, LLC, a Florida Limited Liability Company, conveying their non-homestead property, whose address is 13648 Marsh Harbour Drive, Jacksonville, Florida 32225, hereinafter called Grantor, to RICK'S USED CARS, INC., whose address is 1919 Mayport Road, Atlantic Beach, Florida 32233, its heirs, successors and assigns, hereinafter called Grantee. Grantor, in consideration of the sum of One Dollar and other valuable consideration, the receipt of which is hereby acknowledged, has granted, bargained, sold and conveyed, to Grantee, its heirs, successors and assigns, a non-exclusive perpetual easement for drainage over, under and across property owned by Grantor and described as follows: SEE ATTACHED EXHIBIT "A" This Easement is given for the benefit of the property owned by Grantee, and moFe particularly described as: Lots 1 and 2, Block 21, DONNER'S REPLAT, according to plat thereof recorded in Plat Book 19, Pages 16 and 16A, of the current public records of Duval County, Florida. Together with the right of said Grantee, its heirs, successors and assigns, of ingress and egress, utilities and drainage, to and over and under the above described-premises for the purpose of maintaining the easement, and for doing anything necessary or useful or convenient for the use and enjoyment of the easement granted herein. This Grant of Easement shall run with the land and shall be binding on and shall inure to the benefit of the parties, their heirs, successors, legal representatives, and assigns. Except as expressly set out herein, the Grantor makes no warranties hereunder and assumes no liability for maintenance of the easement. Grantee shall not change or construct any improvements in or under the easement except with the prior written consent of Grantors. Grantee's use or operation on or of the easement area shall not interfere with Grantors' use of the easement area. Grantee agrees to indemnify, defend and hold Grantors, or any Grantor, harmless from anv and all liability, damage, expenses, causes of action, suits, claims or judgments, including a r•lorida Limped Llamnity t.ompany, CUUVCy111g li1Ci1 iivu-uvuiwwau y,vy.a.y, vv&A- address is 13648 Marsh Harbour Drive, Jacksonville, Florida 32225, hereinafter called Grantor, to RICK'S USED CARS, INC., whose address is 1919 Mayport Road, Atlantic Beach, Florida 32233, its heirs, successors and assigns, hereinafter called Grantee. Grantor, in consideration of the sum of One Dollar and other valuable consideration, the receipt of which is hereby acknowledged, has granted, bargained, sold and conveyed, to Grantee, its heirs, successors and assigns, a non-exclusive perpetual easement for drainage over, under and across property owned by Grantor and described as follows: SEE ATTACHED EXHIBIT "A" This Easement is given for the benefit of the property owned by Grantee, and more particularly described as: Lots 1 and 2, Block 21, DONNER'S REPLAT, according to plat thereof recorded in Plat Book 19, Pages 16 and 16A, of the current public records of Duval County, Florida. Together with the right of said Grantee, its heirs, successors and assigns, of ingress and egress, utilities and drainage, to and over and under the above described premises for the purpose of maintaining the easement, and for doing anything necessary or useful or convenient for the use and enjoyment of the easement granted herein. This Grant of Easement shall run with the land and shall be binding on and shall inure to the benefit of the parties, their heirs, successors, legal representatives, and assigns. Except as expressly set out herein, the Grantor makes no warranties hereunder and assumes no liability for maintenance of the easement. Grantee shall not change or construct any improvements in or under the easement except with the prior written consent of Grantors. Grantee's use or operation on or of the easement area shall not interfere with Grantors' use of the easement area. Grantee agrees to indemnify, defend and hold Grantors, or any Grantor, harmless from any and all liability, damage, expenses, causes of action, suits, claims or judgments, including reasonable attorneys fees actually incurred, arising from personal injury, death or property damage, occurring in the easement, that is caused by acts or omissions of Grantee or any invitee or agent of Grantee. This is a covenant running with the title to the property owned by Grantee. Grantee agrees to execute any document necessary to allow the relocation of the Easement should Grantors desire to move or relocate the existing drainage ditch on the property owned by Grantors; provided, however, that Grantee shall be given suitable and adequate drainage rights to the new location. IN WITNESS WHEREOF, the Grantor has executed this Agreement the day and year first above written. Signed, Sealed and Delivered ICHR.WOPHER SPRUNGMANN Witness BRAU I STMENTS, LLC BY CHRIST SPRUNGMANN Man ng Member L✓1, 12,z RICK'S. USED CARS, INC. �--�— B CK . F Preside t STATE OF FLORIDA COUNTY OF DUVAL Before me, the undersigned authority, personally appeared JAMES R. STRI.CKLAND and CHRISTOPHER SPRUNGMANN, individually and as Managing Member of BRAU INVESTMENTS, LLC, to me personally known, or who produced a Driver's License as identification, and who acknowledged that they executed the foregoing instrument and who did not take an oath. WITNESS my hand and official seal this efday of May, 2006. BRBt DA J.RAMER * * W COO SSIM#DD 275126 EKPIRF-S:December 21,2007 �OF �`O� Bonded thru Budgetr Services NOTARY PUBL IP 0 - STATE OF FLORIDA COUNTY OF DUVAL Before me, the undersigned authority, personally appeared RICK L. FRAZIER, as President of RICK'S USED CARS, INC., to me personally known, or who produced a Driver's License as identification, and who acknowledged that he executed the foregoing instrument and who did not take an oath, and the same is the act and deed of the corporation as authorized by its Board of Directors. WITNESS my hand and official seal this day of May, 2006. ",4 -NOTARY PUBLIC William G. Noe, Jr. Commissio`iresQQn#DD346732 N�F()F F1-v`o8ords°�roy Fsm�n Mp`In 800.38SFQt$ r�t•L`J rfy� , BUILDING G AND PLANNING J 800 SEMINOLE ROAD 1 ATLANTIC BEACH,FLORIDA 32233-5445 ; _moi TELEPHONE:(904)247-5806 i FAX:(904)247-5845 http://ci.atlantic-beach.fl.us �J131� May 20,2005 Rick L. and Brenda Frazier 1404 Beach Boulevard Jacksonville Beach, Florida 32250 Re: City Commission action on Use-by-Exception Dear Mr. and Mrs. Frazier: This letter serves to confirm that the City Commission, at their meeting on Monday, May 09, 2005, approved your application, as requested, for a Use-by-Exception (File UBE-2005-04) to allow for redevelopment of a property within the Commercial General (CG) Zoning District and located at 1919 Mayport Road (Lots 1 and 2, Block 21, Donner's Replat) with uses to permit the sale of used automobiles and automotive repair. The City wishes you the best of luck in your new location, and please feel free to call me at 247-5826 with any questions you may have. Sincerely, Sonya B. oerr, A1CP Community Development Director cc: Donna Bussey, City Clerk May 9,2005 REGULAR COMMISSION MEETING Page 9 Michelle Culhane, of 200 Walnut Street, Neptune Beach,Florida identified herself and her sister, Mary Jane, as two of the four sisters opening Culhane's Irish Pub. They informed the Commission that they are willing to provide any further information, as needed. J. P. Marchioli, 414 Sherry Drive, spoke highly in favor of the pub and commented that the menu looks super. There being no further comments from the public, the Mayor closed the public hearing and brought the item before the Commission for discussion. Commissioner Waters asked for clarification on the 4 COP state license. Chief David Thompson,Director of Public Safety, explained that this license is issued from the Florida State Division of Alcoholic Beverages and Tobacco. He informed the Commission that this type of permit allows consumption of alcohol on the premises. Moved by Waters, seconded by Beaver Votes: Aye: 5 - Beaver,Parsons, Simmons,Waters, Meserve Nay: 0 MOTION CARRIED The Mayor recognized and welcomed the Honorable City Council member Art Graham as he joined the meeting. B. Request by Rick's Used Cars for a Use-by-Exception (File UBE- 2005-04) to allow for the redevelopment of a property with uses to permit the sale of used automobiles and automotive repair for a site within the Commercial General (CG) Zoning District and located at 1919 Mayport Road (City Manager) Motion: To approve a Use-by-Exception to allow for the redevelopment of a property with uses to permit the sale of used automobiles and automotive repair, with the restriction of no more than 28 vehicles to be maintained and displayed for sale at any time,for a site within the Commercial General (CG) Zoning District and located at 1919 Mayport Road. Mayor Meserve opened the floor for a public hearing and noted that the item had been recommended for approval by the Community Development Board. There being no public comments, the Mayor closed the public hearing and brought the item before the Commission for discussion. Commissioner Beaver reminded the applicant of the City's intentions to clean up the Mayport Road corridor and asked that he keep this in mind, respect the neighboring communities, and assist the City with this goal. May 9 2005 REGULAR COMMISSION MEETING Page 10 Commissioner Waters asked how many Use By Exceptions have existed on this property. City Manager responded that there were none and that it is primarily a single-family residential area. Commissioner Waters asked how many used car lots are going to be allowed on Mayport Road. He commented on the number of used car lots in the area and expressed concerns that they are inconsistent with the surrounding residential area. Commissioner Waters objected to the way in which that area is developing and commented that there are enough used car businesses located on Mayport Road. Commissioner Simmons recommended that the Commission work with the Community Development Board in order to address the issue before any further requests of this type are brought before the Board and Commission. Commissioner Parsons agreed to vote for the Use by Exception on the agenda tonight but suggested that the Commission needs to give direction to the Community Development Board regarding how many more of these should be allowed. Moved by Parsons,seconded by Beaver Votes: Aye: 4 -Beaver, Parsons, Simmons, Meserve Nay: 1 - Waters MOTION CARRIED C. Numbering on Seminole Road (City Manager) City Manager Hanson gave the background on this issue from the previous meeting and referred to a staff report providing further historical information. He noted that no action was taken when the issue was addressed in the past. He referred to the map showing approximately 40 homes affected on Seminole Road and discussed the results stemming from both sides of the issue. Chief David Thompson, Director of Public Safety, corrected the information in the staff report by clarifying that the homes affected by the issue are located on the east side, not the west side of Seminole Road. Commissioner Waters asked about previous comments from residents who lived on the oceanfront and inquired as to the extent of the issue at that time. Chief Thompson acknowledged that in 1990 there were other areas affected and the City had been looking at renumbering that whole area. He noted that tonight's item deals only with the area on Seminole Road. Commissioner Waters recognized Seminole Road as a specific situation and asked if the same complications exist on Beach Avenue. Don Ford, City Building Official, commented that the previous issue dealt with over 80 addresses on Beach Avenue, Coral Street, and Seminole Road. Chief AGENDA ITEM#811 MAY 9,2005 CITY OF ATLANTIC BEACH CITY COMMISSION STAFF REPORT AGENDA ITEM: Request by Rick's Used Cars for a Use-by-Exception (File UBE-2005-04) to allow for the redevelopment of a property with uses to permit the sale of used automobiles and automotive repair for a site within the Commercial General (CG) Zoning District and located at 1919 Mayport Road. SUBMITTED BY: Sonya Doerr, AICP 4V Community Development Director DATE: April 20, 2005 BACKGROUND: This Use-by-Exception is requested to allow for the future redevelopment of property to allow used automobiles sales and repair services. Repair services will be limited to repair of sales inventory vehicles only rather than general automotive repair. The property consists of approximately one-third acre and is currently occupied by residential uses with commercial uses adjacent to much of the site and residential uses located to the east. The Community Development Board considered this request at their March 15th and April 19th meetings, and recommended approval subject to the following condition: • Not more than twenty-eight (28) vehicles shall be maintained and displayed for sale at any time. BUDGET: No budget issues. RECOMMENDATION: Approval of Use-by-Exception (File UBE-2005-04) as requested subject to above stated conditions. ATTACHMENTS: Community Development Board Minutes, Staff Report and supporting information. REVIEWED BY CITY MANAGER: May 09,2005 regular meeting r A, _ /L• q"bw�yf Y, 1I CeT"�3 �,v.,' °''�,,Y"A "�+�a �� A,. AGENDA ITEM#8B MAY 9,2005 MINUTES OF THE REGULAR MEETING OF THE COMMUNITY DEVELOPMENT BOARD April 19,2005 A regular meeting of the Community Development Board was held on Tuesday, April 19, 2005, in the City Hall Commission Chambers. Present were Robert Frohwein, Sam Jacobson, Carolyn Woods, Craig Burkhart, and Steve Jenkins, Dave MacInnes, Community Development Director Sonya Doerr and Recording Secretary Amber Lehman. 1. Call to Order and Pledge of Allegiance to the Flag. The meeting was called to order at 7: 00 p.m. 2. Approval of Minutes of the Workshop Meeting and the Regular Meeting of March 15,2005 A motion was made by Dave MacInnes, seconded by Craig Burkhart, and unanimously carried to approve the Minutes of the Regular Meeting of March 15,2005. 3. Recognition of Visitors. 4. Old Business. A. UBE-2005-04, Rick's Used Cars, Inc. Request for a Use-by-Exception to allow for redevelopment of a property within uses to permit the sale of used automobiles and automotive repair within the Commercial General (CG) Zoning District and located at 1919 Mayport Road. Brenda Frazier, 2602 Lois Lane, stated that she was requesting a Use-By- Exception to develop property on Mayport Road for a used car dealership. Mr. Jacobson asked the applicant what type of buffering they would have between the cars and Mayport Road. Ms. Frazier replied that she would have a 24 foot driveway for entering and exiting the property as well as landscaping in the front driveway. Mr. Jacobson asked the applicant how many cars would be on the lot. Ms. Frazier replied that between Thursday and Saturday there are approximately 25-40 cars on the lot. Ms. Woods asked the applicant if she will be able to house 25-40 cars on the property. Ms. Frazier replied that she would be able to hold that many cars on her lot. Mr. Jenkins asked Ms. Frazier how many parking spaces would be needed. Ms. Frazier stated that she felt that 5 parking spaces were plenty. AGENDA ITEM#811 MAY 9,2005 Ms. Woods asked how would Ms. Frazier access the dumpster in the back of the building. Ms. Frazier replied that there is a road to access the dumpster. Ms. Doerr stated that the access road is owned by the city and that it could be possibly be turned into a drainage ditch. Ms. Doerr also stated that the road would be addressed when the applicant submitted construction plans. Mr. Jacobson asked Ms. Doerr about the requirements for the parking spaces. Ms. Doerr stated that there will be a requirement of one parking space for every 300 square feet of building space plus one handicap parking space. Rick Frazier stated that there will only be 20-25 cars on the lot at one time. A motion was made by Mr. Burkhart, seconded by Ms.Woods to recommend approval to the City Commission of the Use-By-Exception with a restriction of 28 cars on the lot at one time. Discussion Ms. Woods stated that she did not think that the board should set a limit on how many cars there can be on the lot at one time. Mr. Jenkins stated that the Mayport Corridor was not addressed in the Comprehensive Plan. Ms. Doerr replied that it had been addressed in the Comprehensive Plan. The vote was called and Mr.Jacobson,Mr.Jenkins, Ms.Woods,Mr.MacInnes, and Mr.Burkhart voted in favor of the motion, Mr.Frohwein,voted against the motion. The motion was approved 5 to 1. 5. New Business. A. UBE-2005-06, Culhane's Irish Pub. Request for a Use-by-Exception to allow for on-premise consumption of alcoholic beverages (4-COP DART license) in association with a restaurant within the Commercial General (CG) Zoning District and located at 967 Atlantic Boulevard within the Atlantic Village Shopping Center. Michelle Culhane, 967 Atlantic Blvd stated that she was requesting a Use-By- Exception to allow for alcohol consumption. Ms. Doerr stated that the City Commission amended the city code which regulates the consumption of alcoholic beverages which now requires the 4- COP DABT license. AGENDA ITEM#8B MAY 9,2005 AGENDA ITEM 4.a COMMUNITY DEVELOPMENT,STAFF REPORT April 19, 2005 Public Hearing (continued from the March 15, 2005 Public Dearing) UBE-2005-04, Rick L. Frazier (Rick's Used Cars) To: Community Development Board From: Community Development Department City of Atlantic Beach Date: March 04, 2005 Subject: UBE-2005-04 Applicant: Rick L. Frazier 1404 Beach Boulevard Jacksonville Beach, Florida 32250 Request: Request for a Use-by-Exception to allow for redevelopment of a property with uses to permit the sale of used automobiles and automotive repair within the Commercial General (CG)Zoning District. Location: 1919 Mayport Road Existing Zoning: CG (Commercial General) Future Land Use: Commercial Surrounding Land Use: Various commercial uses with residential uses to the east. AGENDA ITEM#8B MAY 9,2005 STAFF COMMENTS This Use-by-Exception is requested to allow for the future redevelopment of property to allow used automobiles sales and repair services. The property consists of approximately one-third acre and is currently occupied by residential uses with commercial uses adjacent to much of the site and residential uses located to the east. There are many automotive related uses along the Mayport Road corridor, within both the City of Atlantic Beach and the City of Jacksonville. The Community Development Board should consider whether additional automotive related businesses along Mayport Road have reached intensity in number such that these uses are no longer a"departure"from the uses permitted in the CG district,but rather have become a predominant use. Section 24-17. Definition of Use-by-Exception Exception, Use-by is a departure from the general Use provisions of these Land Development Regulations, which may be granted in accordance with the express provisions of Section 24-63 of this Chapter. SUGGESTED ACTION TO RECOMMEND DENIAL The Community Development Board may consider a motion to recommend denial to the City Commission of a requested Use-by-Exception to allow for future redevelopment of a property with uses to permit the sale of used automobiles and automotive repair for property within the Commercial General (CG) Zoning District and located at 1919 Mayport Road, provided: (Provide findings offact similar to the following.) 1. Approval of this Use-by-Exception is not in compliance with the requirements of Section 24- 63, Zoning, Subdivision and Land Development Regulations. 2. The requested use is not consistent and compatible with other surrounding uses. 3. The proposed use is not consistent with the intended redevelopment of the Mayport Road corridor. SUGGESTED ACTION TO RECOMMEND APPROVAL The Community Development Board may consider a motion to recommend approval to the City Commission of a requested Use-by-Exception to allow for future redevelopment of a property with uses to permit the sale of used automobiles and automotive repair for property within the Commercial General (CG) Zoning District and located at 1919 Mayport Road, provided: AGENDA ITEM#8B MAY 9,2005 (Provide findings of fact similar to the folloiving, and attach other conditions as may be appropriate) 1. Approval of this Use-by-Exception is in compliance with the requirements of Section 24-63, Zoning, Subdivision and Land Development Regulations. 2. The requested use is consistent and compatible with other surrounding uses. 3. The proposed use is consistent with the intended redevelopment of the Mayport Road corridor. H:TLANNINMUSE-BY-EXCEPTION FILES\UBE.2005-04(Frazier)\CDB StaffReport.Doe AGENDA ITEM#8B MAY 9,2005 Map Output Page 1 of 1 JAXGIS Property Information lil ( N If 107..1 107.1 � � y5 11 �11 �� 1939 1 40 �1 1 rl 1r .7$19 �. 172189 0000 1 1980 AIA `y 0. 14160 �1 184 183 Copyrip h{JC)2M C ity of Jack onvi&--FI jw 1855 Tota/ Plat map E# ame ddress Value cres ook nel ego/Descriptions ne LandUse Zoning 6VT 191919-16 17-2S-29E Not in 172189 0 JOHNSON AYPORT RD 119405 37 11038 RONALD A - DONNERS R/P PT GOVT LOTS 2,3 Flood 2233 OTS 1,2 BLK 21 Zone http://maps.coj.netV]EBSITF./DuvgMAps/toolbar.asp lA PIAAC AGENDA ITEM#811 MAY 9,2005 CITY OF ATLANTIC BEACH APRIL 19, 2005 USES-by-Exception Sec. 24-1,11. (CG) FOR 1919 Mayport Rd. Atlantic Beach, FL 32233 Our names are "Rick" and Brenda Frazer. We have been in the used car business for the past 18 years located at 1404 Beach Blvd., in Jacksonville Beach, Florida 32250. By allowing "Rick's Used Cars" to be located at 1919 Mayport Road for future use, the old sub-standard living houses, which presently are on the property, will be replaced with a new building, (see attached rendering) thus, enhancing Mayport Road area. Also, please give a consideration that the sales tax revenue and the property tax revenue for improved.property will add quality to the City of Atlantic Beach. We appreciate your consideration for a Use-by-Exception on the above- mentioned property. Thank you, Rick Frazer Brenda Frazer tj i . e t � � .. s 3 r . ._ s p a R�,. • ..., � - '„ '"` � on"-M 1t ti .a -wad _. Y Y TT do • ' II �... i.;s ";w♦ .?, Hw. S.p`�"r' r _ filo �:a .'i �t+�� :�+�c�r.. e '"tws. 43•`� e: to is" q�. { y � , "";�.�-M i�" e �" �.n s� '� ��'��,AS 4 alt '�•�. '•F PW A Yr d t 1 ♦ ' OW., 3pt o '��.p. •aN. .. p ' tuw.I Ml3 i tp �xe r; C1 00 _ O ) $ ter 130.90'(g - r. A D GRA—C SCALE'Z 1'— ¢ o /�d 0 20 t 40 so 0 C7 / 0 0 0 a PRO-F4T L.OGATION _ 1 U) m a u) F$ \\\f9 155.00' (g) SFT LOCATION MAP o _ ag a 6 PARKING ANALYSIS Building Area Parking Required Parking Provided arni�°im mN ST aroF ,°-cpFvuTEn aa�e gcTmn qg9 Olfica Area - Gross sq. Ft. goo f Spaces/300 Sq. Ft. 6 Standard Parking Spaces 10'x20' 6 s Garage Area - Gross Sq. Ft. g00 Handicap Parking /1 per 10 Spaces 1 Handicap Parking Sapces PROJECT SUMMARY j ¢ T v4- ago Taves 1 0 S# 107AL AN7ICIPATEO PHASES/UNITS 1 PHASE iDe4iS°z�-°-pt. y SITE ANALY515 TOTAL SITE AREA 0.38 Acres I NUMBER OF BUILDINGS I BLDG @ f,800 (SQ FT) a i Sq. Ft. Acres S1 COVerage % PERCENT OF BUILDING COVERAGE TO LOT AREA 10.8% ysrayg m's m eox�nc - roAw mocrp+rnT Deem q Buildings t'B00 0.04 10.8 DISTRICT ZONING gT i COMMERCIAL GENERAL SideNalks BBD 0.02 5.3 MIN YARD REQUIREMENTS Vehicle Use Area 11.395 0.26 68.2 FRONT 20' -REAR 20' - SIDE 10' 3 PERIMETER LANDSCAPING Landscape Area 2,616 0.06 15.7 FRONTAGE 10' NIDE BUFFER PAVEMENT 5EGTI0N ADJACENT TO LOT LINES 5' WIDE BUFFER Total f6.69f 0.38 1.TREE PER 25 FT ADJACENT TO LOT LINES s e 43 Mayport Frontage m c oPROJECT NO OS-001-00 SH1EET y E AGENDA ITEM#8B MAY 9,2005 MAP, stiOwma BOUNDARY SURVEY of:LOTS 1 4L 2 BLOCK 21 ACCORDING' TO THE PUT OF T AS RECORDED IN PLAT B00K 19 , PAGE(S) 16 OF THE CURREgT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. cxx,rlIItD -rot RMLITAGE III, LTD. I _ sIAMONS ROAD a fsn�• R � �3, `R•r"'° »na,• ( � LOT 3 r r BLOCK 21 v. alv RMEN LOT 2 ©LOCK " l x 21 i4r ►rr now pf ft-AL . _ LOT 4 aw n : COO LOT 1 BLOCK 21 gar BLOC1{ 21 taraw iaarr p,p -- .-� BLOCK 20 Im NOT SIM IIEMMK a a z o F Y�I aAoo curs urs aw rt 0 sec A asaclATED YEY4fts 1l�C. 3 19'wWna»CKw�MW CF MM LAND 3s,at ea>t�wm 4.� lUAL M IF AXt WIT ° �cAs F,xY.w < s 4VXMMva� nAVh amo &M 9JR1iE1f L mo em,imci oas�lr'tim 1��a 204-7n-4+6e •MST p,iry l f_sUlAWI POR MEWEX rr� a OF knlroMOM M M JA OM �+xa;;QW AL •.. Ti +Qs cR tss� TF1E]IECOlJL4,�C`G11�R;.YATIF�q 1LtAi�FFs�N1c s.tx+lF+s 6a siC_itAlmclL,�i�oM---W I MENW.MMIFY/ TM:$UM&Y *i S:DOHS:ORDER-YY ,.'Li4llOil f{SUPflR5It�10e1.NiO.1tEETS THE.Itlf�e"JECtIti1CN. o seI iaai ME FOR lNiO Sl7R1iE711iG rT0'°CFiAPTETt :'st P 01 tic ,esocaxlver'.oR_ r.�" TdnG'a t FtDF11dA C.` 1?. FS 0� rmw-vm:rw t OR.VVU R r.POri(' MMW N!i!R R _ rMC1i4JeO1T� . fitcorn ps/T�s QSAi >Z. YC�'1SR�:- 3T71. •�- IEyid Mt .EX STIRtJtid�. F�O�3�AicRfiiICAT�'.N0..4b7>i._ �u0�c ..rantsy�1��+,y�MM tL1Yyp�p J._SCr V EFEIi: Fl ORl D�;CEAT1F1c�1T>v iKo's 132' Ii,NE r" �0;_�raa•lw�+E�`•. ._ �iiax�ei AGENDA ITEM#8B MAY 9,2005 R Edff CITY OF ATLANTIC BEACH BUILDING u ZONiNta r ��. APR 0 4 2005 v 4ti N BY: - APPLICATION FOR A USE-BY-EXCEPTION City of Atlantic Beach - 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5826 - FAX (904)247-5845 - http:Hwww.coab.us Date 09 - o L4— o,J File No. U+ 7G' Z.0o b Receipt 1. Applicant's Name Rick's Used Cars,Inc.-Rick L. Frazier 2. Applicant's Address 2602 Lois Lane,Jacksonville Beach, Florida 32250 3. Property Location 1919 Mayport Road,Atlantic Beach, Florida 4. Property Appraiser's Real Estate Number 14104995 Block No. 21 Lot No. Lots 1 &2 5. Current Zoning Classification Commercial General 6. Comprehensive Plan Future Land Use designation 7. Requested Use-by-Exception Sale of new and used automobiles with associated maintenance on vehicles for resale S. Size of Parcel 0.38 acres 9.Utility Provider JEA&City of Atlantic Beach 10. Statement of facts and special reasons for the requested Use-by-Exception, which demonstrates compliance with Section 24-63 of the City of Atlantic Beach Code of Ordinances, Zoning and Subdivision Regulations. Attach as Exhibit A. (The attached guide may be used if desired. Please address each item,as appropriate to this request.) 11. Provide all of the following information. (All information must be provided before an application is scheduled for any public,hearing.) ' a. Site Plan showing the location of all structures,temporary and permanent,including setbacks,building height, number of stories and square footage, impervious surface area, and existing and/or proposed driveways. Identify any existing structures and uses. b. Proof of ownership (deed or certificate by lawyer or abstract company or title company that verifies record owner as above). If the applicant is not the owner,a letter of authorization from the owner(s)for applicant to represent the owner for all purposes related to this application must be provided. c. Survey and legal description of property sought to be rezoned. (Attach as Exhibit B.) d. Required number of copies.(Two(2)copies of all documents that are not larger than 11 x 17 inches in size. If plans or photographs,or color attachments are submitted,please provide eight(8)copies of these.) e. Application Fee($250.00) I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT: Signature of owner(s)or authorized person if owner's authorization form Is attached: Printed or typed name(s): Rick L. Frazier Signature(s): ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCEJLEGARDIIJG THIS APPLICATION Name: Rick L.Frazier Mailing Address: 1404 Beach Blvd.,Jacksonville Beach, Florida 32250 Phonf: 904-247-1728 FAX. 904-247-1740 E-mail. rickums99Qvyahoo.com AGENDA ITEM#8B MAY 9,2005 EXHIBIT A The review of an application for a'Use-by-Exception shall consider the following items. Please address each of the following as applicable to your specific application. 1. Ingress and egress to property and proposed Structures thereon with particular reference to vehicular and pedestrian safety and convenience, traffic flow and control and access in case of fire or catastrophe. Please see the attached Exhibit A Responses 2. Parking and Loading Spaces, where required, with particular attention to the items in (1) above. Please see the attached Exhibit A Responses 3. The potential for any adverse impacts to adjoining properties and properties generally in the area resulting from excessive noise, glare and lighting,odor,traffic and similar characteristics of the Use-by-Exception being requested. Please see the attached Exhibit A Responses 4. Refuse,trash collection and service areas, with particular reference to items(1)and(2)above; Please see the attached Exhibit Responses 5. Utilities, with reference to locations,availability and compatibility; Please see the attached Exhibit Responses 6. If adjacent uses are different types of uses,describe type of screening and buffering that will be provided between your use and the adjacent use. Please see the attached Exhibit A Responses 7. Signs,if any, and proposed exterior lighting, with reference to glare,traffic safety, economic effects and compatibility and harmony with properties in the District;(See Signs and Advertising,Chapter 17.) Please see the attached Exhibit A Responses 8. Required Yards and other Open Space. Show building setbacks and areas of open space on site plan. 9. General compatibility with adjacent properties and other property in the surrounding Zoning District as well as consistency with applicable provisions of the Comprehensive Plan. Please see the attached Exhibit Responses Other information you may wish to provide: AGENDA ITEM OB MAY 9,2005 Rick's Used Cars, Inc. Application for Use By Exception Exhibit A Responses Item 'I.. _ Ingress and egress to property and proposed Structures thereon with particular reference to vehicular and pedastrian safety and conveninece, traffic flow and control and access in case of fire or castrophe. Response Existing Conditions The proposed site is occupied by single family dwellings that share a common one 10-ft. wide dirt drive that access Mayport Road near the northwest comer of the property. the existing dirt driveway also connects to Dora Street approximately 33-ft. east of the southwest corner of the property. The existing drive way is too narrow(the width should be at least 12-ft.)and its location creates unsafe conditions. The southerly access off Dora Street is too close to the intersection of Dora Street and Mayport Road and does not provide sufficient stacking distance to allow a car to enter the driveway while another vehicle is turning right onto Dora Street. The north access onto Mayport Road is too close to Simmons Road and creates the potential for conflict between a vehcile turning right off Mayport Road onto Simmons Road and a vehicle trying to turn right onto Mayport Road from the property. The existing 10-ft. wide dirt drive would make access, by emergency vehicles, to the site difficult. The existing sidewalk on Mayport Road provides a safe means for pedestrians to either enter or pass by the site. Proposed Conditions As shown on the site plan, the proposed improvements will do away with both existing access points. A new 24-ft wide drive way with 10-ft flares will be constructed 35-ft south of the north property corner. The proposed width and location correct the problems with the existing driveway and provide for safe right in - right out turning movements off of and onlo Mayport Road. This proposed drive is wise enough to allow easy access by emergency vehicles. , The existing sidewalk along Mayport Road in conjunction with a bew 5-ft. wide walkway from the Mayport Road sidewalk to the proposed building, provide a safe and convenient way for pedestrains to access of walk by the site. Item 2. Parking and Loading Spaces,where required, with particular attention to the items in (1) above. Response The parking analysis shown on the site plan indicates a need for 6 parking spaces. These spaces are provided along the south side of the property. A proposed sidewalk between the parking spaces and the proposed landscaped buffer provide a safe and convenient path from a parked car to the proposed building. A handicap parking space will be provided adjacent to the proposed building. The walkway and handicap parking space will be concrete. The remaining area of the site that is not covered by buildings or landscape material will be covered with gravel contained in a geoweb material to provide the strength required to accomodate the proposed use, and the containment required to maintain a highly permeable surface over the site. April 2, 2005 Page 1 of 3- AGENDA ITEM#8B MAY 9,2005 Rick's Used Cars, Inc. Application for Use By Exception Exhibit A Responses Item 3. The potential for any adverse impacts to adjoining properties and properties generally in the area resulting from excessive noise, glare and lighting, odor, traffic and similar characteristics of the Use-by-Exception being requested. Response This application is for a use-by-exception to allow the property to allow sale of used automoblies. The provide use will not generate excessive noise, create glare or lighting, generate excessive traffic or create objectionable odors. Excessive Noise The sale of used automobiles does not involve processes that generate high noise levels. The maintenance and preparation of automobiles for sale that will be done on the property will be done inside a closed work area during normal business hours. Glare and Lighting The site will be lighted; however, the proposed lighting will conform to the Commercial Corridor Development standards and will be directed towards the entiror of the site. Lighting will only be operated during business hours. Odor Activities associated with the proposed use do not produce offensive or obnoxious odors. Solid waste will be placed in a closed dumpster located on the site and will be removed on a scheduled basis by the City of Atlantic Beach Solid Waste activity. Traffic The proposed business has three employees and will not generate excessive traffic. Traffic generation for this site will be similar to the traffic attracted to and generated by the Mures Motors site located at the corner of 10th St.W and Mayport Road. Item 4. Refuse, trash collection and service areas, with particular reference to items(1) and (2) above. Response Solid waste will be placed in a dumpster in the location shown on the site plan. The proposed location allows convenient access by solid waste collection vehicles and limits conflict between on-site traffic and the solid waste collection vehicles. The dumpster will be located in a gated and scrrened enclosure that will be easy to clean and free of odors. Item 5. Utilities, with reference to locations, availability and compatibility; _ Response Electrical power will be provided.by the Jacksonville Electric Authority. The City of Atlantic Beach will provide water and sewer service to the site. April 2, 2005 Paize 2 of 3 . AGENDA ITEM M MAY 9,2005 Rick's Used Cars, Inc. ; .. . Application for Use By Exception Exhibit A Responses Item 6. If adjacent uses are liferent types of uses, describe type of screening and buffering that will be Provided between your use and the adjacent use. Response The site is located on Mayport within one of the City's Commercial Corridors. As shown on Exhibit 1, the site is surrounded by commercial and light inustrial activity. The proposed use is computable with surrounding uses. Screening and buffering from adjacent uses will not be requried. s Item 7. Signs, if any, and proposed exterior lighting, with reference to glare, traffic safety, economic effects and copmpatibility and harmony with properties in the District; (See Signs and Advertising, Chapter 17.) Response The site will be lighted; however, the proposed lighting will conform to the Commercial Corridor Development standards and will be directed towards the entiror of the site. Lighting will only be operated during business hours. A sign will be erected on the site and will comply with the City's sign ordinance. Item 6. Required Yards and other Open Space. Show building setbacks and areas of open space on site plan. Response The requried and proposed yard, open space and set back requriements are shown and tabulated on the site plan. The proposed site layout meets or exceeds the City of Atlantic Beach requirements. Item 9. General compatibility with adjacent properties and other property in the surrounding Zoning District as well as consistency with applicable of the Comprehensive Plan. Response The site is located on Mayport Road,within one of the City's Commercial Corridors. As shown on Exhibit 1, the site is surrounded by commercial and light inustrial activity. The activity associated with the proposed use is compatible with adjacent properties and other porperty in the surrounding district and is consistent with the Comprehensive Plan. April 2, 2005 Page 3 of 3 . AGENDA ITEM#8B MAY 9,2005 T j4 RICK'S USED CARS INC. 1404 BEACH BLVD. JACKSONVILLE BEACH, FL 32250 904-247-1728 RE: LAND USE BY RICK'S USED CARS INC. POSSIBLE EVENTUAL LOCATION FOR RICK'S USED CARS INC.,A FLORIDA CORPORATION DOING BUSINESS IN JACKSONVILLE BEACH FOR THE LAST 19 YEARS AS A USED CAR RETAIL LOCATION. ONLY IN THE EVENT OF A POSSIBLE EMINENT DOMAIN LOCATION ACQUISITION AT THE ABOVE LISTED ADDRESS IN JACKSONVILLE BEACH THAT COULD POSSIBLY TAKE PLACE WITHIN THE NEXT 12 TO 24 MONTHS OR POSSIBLY NEVER TAKE PLACE. IF IT WOULD NOT TAKE PLACE THE PROPERTY WOULD STAY AS NOW WITH TWO RESIDENTIAL HOMES LOCATED ON IT WITH NO IMMEDIATELY PLANS FOR CHANGE. RICK'S USED CARS INC. IS N THE PROCESS OF DOING A DUE DILIGENCE ON 1919 MAYPORT ROAD AND WANTS TO BE ABLE TO TEAR DOWN ALL STRUCTURES ON PROPERTY AND BUILD AN ESTIMATED 2000 SQ FOOT USED CAR RETAIL FACILITY AND BE ABLE TO GET THE USE BY EXCEPTION TO CONDUCT A RETAIL USED CAR BUSINESS AT 1919 MAYPORT ROAD AND BE ABLE TO DO REPAIRS ON IN HOUSE VEHICLES ONLY NO RETAIL REPAIRS,AT WHICH TIME A DETAILED CONSTRUCTION PLAN WOULD BE SUBMITTED FOR THE CITY'S APPROVAL IF THE TIME SHOULD COME. SINCERELY, RICK FRAZIER UL Online Certifications Directory BXUV.U301 Fire Resistance Ratings - ANSI/UL 263 Pace Bottom Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings-ANSI/UL 263 RESUBMITTAL Design No. 0301 to address comments January 25, 2006low 21�� Bearing Wall Rating—2 HR. ;e, �- C Finish Rating —66 Min. vv. ... 16'" 01 c. JVD O.C. i 0 i i f03 2 X 4 s firestOPPW 0 3. Nailheads— Exposed or covered with joint finisher. 2.3oints— Exposed or covered with fiber tape and joint finisher.As an alternate, nominal 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard.Joints reinforced. 3. Nails—6d cement coated nails 1-7/8 in. long,0.0915 in.shank diam, 1/4 in.diam heads,and 8d cement coated nails 2-3/8 in. long, 0.113 in.shank diam,9/32 in.diam heads. 4. Gypsum Board— * — 5/8 in.thick,two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. Outer layer attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in.OC.Vertical joints located over studs.All joints in face layers staggered with joints in base layers.Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in.,gypsum board to be installed horizontally. When Steel Framing Members* (Item 6)are used, base layer attached to furring channels with 1 in. long Type S bugle-head steel screws spaced max 24 in.OC; face layer attached with 1-5/8 in.long Type S bugle-head steel screws spaced max 12 in.OC. AMERICAN GYPSUM CO—Types AGX-1,AG-C,AGX-11. BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO—Type DBX-1. o f 3 3/21/2006 10:19 AM BXUV.U305-Fire Resistance Ratings-ANSI/UL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/s. UL Online Certifications Directory BXUV.U305 Fire Resistance Ratings - ANSI/UL 263 Paoe Bottom Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratinos-ANSI/UL 263 Design No. U305 RESUBMITTAL March 08, 2006 to address comments Bearing Wall Rating — 1 HR. 3-2j-a' 6 55 Finish Rating —See Items 3,3A,and 3D. fee— f I STC Rating-56(See Item 8 .— ,.6N�•IM4.I..46.. -1•MSC.M1IMJa1�MMIMJ�.+4lvIr3�MM�WJvtihA�l�rAJMn�MhM4 .. M\.hO.�dMN-41'vlvwM�v4r4tMJw4i - �.�MMM� 1 -\ri1.1MWMWWt- 1. Wood Studs— Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 2.Joints and Nail-Heads—Exposed or covered with fiber tape and joint compound,except where required for specific edge configuration. For tapered,rounded-edge gypsum board,joints covered with joint compound or fiber tape and joint compound.As an alternate, nom 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard.Joints reinforced. Nailheads exposed or covered with joint compound. 3. Gypsum Board* — 5/8 in.thick paper or vinyl surfaced,with beveled,square,or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally. For an alternate method of attachment of gypsum panels, refer to Item 6 or 6A,Steel Framing Members*. When Item 6,Steel Framing Members*, is used,gypsum panels attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When Item 6A,Steel Framing Members*,is used,two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in.OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle-head steel screws spaced 12 in.OC. All joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7,resilient channels are used, 5/8 in.thick,4 ft wide gypsum panels applied vertically. Screw attached furring channels with 1 in. long,self-drilling,self-tapping Type S or S-12 steel screws spaced 8 in.OC,vertical joints located midway between studs. 1 of 3/21/2006 10:21 Al UNITED STATES GYPSUM CO—Type AR(finish rating 24 min),Type SCX(finish rating 24 min),Type C (finish rating 24 min),Type WRX(finish rating 24 min),Type WRC(finish rating 24 min),Type IP-X1 (finish rating 24 min),Type FCV(finish rating 24 min),Type IP-X2(finish rating 24 min),Type SHX (finish rating 24 min),Type FRX-G(finish rating 29 min),Type IP-AR(finish rating 24 min),Type IPC-AR (finish rating 24 min). USG MEXICO S A DE C V—Type AR(finish rating 24 min),Type C(finish rating 24 min),Type WRX (finish rating 24 min),Type WRC(finish rating 24 min),Type IP-X1 (finish rating 24 min),Type FCV (finish rating 24 min),Type IP-X2 (finish rating 24 min),Type SHX(finish rating 24 min),SCX(finish rating 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR(finish rating 24 min). 3A.Gypsum Board* — (As an alternate to Item 3)— 5/8 in,thick gypsum panels,with beveled, square, or tapered edges,applied either horizontally or vertically.Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last srcrew i in. from edge of board.When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO—Types AGX-1 (finish rating 25 min.),Type AG-C(finish rating 25 min.). CANADIAN GYPSUM COMPANY—Type Type AR(finish rating 24 min),Type C(finish rating 24 min), Type FCV(finish rating 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR(finish rating 24 min), Type IP-X1 (finish rating 24 min),Type IP-X2(finish rating 24 min),Type SCX (finish rating 24 min), Type SHX(finish rating 24 min),Type WRC(finish rating 24 min),Type WRX(finish rating 24 min). UNITED STATES GYPSUM CO—Type Type AR(finish rating 24 min),Type SCX(finish rating 24 min), Type C(finish rating 24 min),Type WRX (finish rating 24 min),Type WRC(finish rating 24 min),Type IP-X1 (finish rating 24 min),Type FCV(finish rating 24 min),Type IP-X2(finish rating 24 min),Type SHX (finish rating 24 min),Type FRX-G (finish rating 24 min),Type IP-AR(finish rating 24 min),Type IPC-AR (finish rating 24 min). USG MEXICO S A DE C V—Type Type AR(finish rating 24 min),Type C(finish rating 24 min),Type WRX(finish rating 24 min),Type WRC(finish rating 24 min),Type IP-X1 (finish rating 24 min),Type FCV (finish rating 24 min),Type IP-X2(finish rating 24 min),Type SHX(finish rating 24 min),Type SCX,Type IP-AR (finish rating 24 min),Type IPC-AR(finish rating 24 min). 3B. Gypsum Board* — (As an alternate to Item 3)—Nom 3/4 in.thick, installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-3/8 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A. CANADIAN GYPSUM COMPANY—Types AR,IP-AR. UNITED STATES GYPSUM CO—Types AR,IP-AR. USG MEXICO S A DE C V—Types AR, IP-AR. 3C. Gypsum Board* — (As an alternate to Items 3, 3A and 36)- 5/8 in.thick,2 ft wide,tongue and groove edge,applied horizontally to one side of the assembly. Installed with 1-7/8 in. long cement coated nails as described in Item 3 or 1-1/4 in. long Type W coarse thread gypsum panel steel screws as described in Item 3A.Joint covering(Item 2)not required. CANADIAN GYPSUM COMPANY—Type SHX. UNITED STATES GYPSUM CO—Type SHX. USG MEXICO S A DE C V—Type SHX. 3 of 6 3/21/2006 10:21 AN BXUV.U305-Fire Resistance Ratings-ANSUUL 263 http://database.ul.com/cgi-bin/XYV/template/LISEXT/IFRAME/s.. 3D.Wall and Partition Facings and Accessories* — (As an alternate to Items 3, 3A, 3B and 3C, not shown)- Nominal 5/8 in.thick,4 ft wide panels,applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in.OC at perimeter of panels and 8 in.OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 5E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber,Sprayed. QUIET SOLUTION INC—Type QuietRock QR-530(finish rating 23 min). 4.Steel Corner Fasteners— (Optional)— For use at wall corners.Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in.wide cleats protruding into the 5/8 in. wide channel,fabricated from 24 gauge gale steel. Fasteners applied only to the end or cut edge(not along tapered edges)of the gypsum board,no greater than 2 in. from comer of gypsum board, max spacing 16 in. OC. Nailed to adjacent stud through tab using one No.6d cement coated nail per fastener.Corners of wall board shall be nailed to top and bottom plate using No. fid cement coated nails. S. Batts and Blankets* — (Optional -Required when Item 6A is used )Glass fiber or mineral wool insulation. Placed to completely or partially fill the stud cavities.When Item 6A is used,glass fiber or mineral wool insulation shall be placed to completely fill the stud cavities and shall be secured to the studs 24 in.OC with staples, nails or screws. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS MANVILLE INTERNATIONAL INC KNAUF INSULATION GMB" OWENS CORNING HT INC,DIV OF OWENS CORNING—Coming Fiberglas Corp. ROCK WOOL MANUFACTURING CO— Delta Board. ROXULINC THERMAFIBER INC—Type SAFB. SA. Fiber,Sprayed* —(Not shown - Not for use with Item 6A)As an alternate to Batts and Blankets (Item 5)— Spray applied cellulose material.The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3.Alternate application method:The fiber is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 ib/ft3. U S GREENFIBER L L C— Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) 5B. Fiber,Sprayed* —(Not shown -Not for use with Item 6A )As an alternate to Batts and Blankets (Item 5)and Item 5A-Spray applied cellulose insulation material.The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product.Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU-WOOL CO INC—Cellulose Insulation 5C. Batts and Blankets* — Required for use with resilient channels,Item 7, 3 in.thick mineral wool batts,placed to fill interior of wall,attached to the 4 in.face of the studs with staples placed 24 in.OC. THERMAFIBER INC—Type SAFB 4 of 6 3/21/2006 10:21 AN ' , P Florida Energy Efficiency Code For Buildine Construction Florida Department of Community Affairs EnergyGauge FlaCom v 2.11 FORM 40OA-2004 Whole Building Performance Method for Commercial Buildings Jurisdiction: ATLANTIC BEACH,DUVAL COUNTY,FL(261100) Short Desc: Rick's Used Cars Project: rick's Used Cars Owner: Rick Address: 1919 Mayport Rd 1937 Mayport Rd City: Atlantic Beach State: Florida PermitNo: 0 Zip: 0 Storeys: 2 Type: Retail *Conditioned Area: 2298 *denotes lighted Class: New Finished building *Cond+ UnCond Area: 2298 area.Does not include wall crosection areas Max Tonnage: 4.0(if different,write in) Compliance Summary Component Design Criteria Result Gross Energy Use 3,070.52 3,516.00 PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING None Entered HVAC SYSTEM PASSES PLANT None Entered WATER HEATING SYSTEMS PASSES PIPING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA IMPORTANT NOTE: An input report Print-Out from EnergyGauge Com of this design building must be submitted along with this Compliance Report. 11/22/2005 EnergyGauge F1aCom v 2.11 FORM 40OA-2004 I COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifications covered by this specifications covered by this calculation are calculation indicates compliance with the Florida Energy in compliant,@ with t e Floriga n rgy Code. Before construction is completed, this building will be Efficient Code.` , inspected for compliance in accordance with Section -707 70 .7 553.908, F.S. PREPARED BY: James R.Willliams BUILDING OFFICIAL: DATE: I (` ZZ —-0 S DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGENT: DATE: If required by Florida law, I hereby certify (") that the system design is in REGISTRATION compliance with the Florida Energy Code. No. ARCHITECT : ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER: PLUMBING SYSTEM DESIGNER: (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 11/22/2005 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 2 Project: Rick's Used Cars Title: rick's Used Cars Type: Retail (WEA File: JACKSONVILLE.TMY) Whole Building Compliance Design Reference Total 87.32 100.00 $3,070.52 $3,516.00 ELECTRICITY(MBtu/kWh/$ 87.32 100.00 60,923.00 69,762.00 $3,070.52 $3,516.00 AREA LIGHTS 13.61 25.03 9,484.00 17,454.00 $477.99 $879.68 MISC EQUIPMT 14.62 14.62 10,208.00 10,208.00 $514.48 $514.48 PUMPS&MISC 0.17 0.17 116.00 118.00 $5.85 $5.95 SPACE COOL 22.76 19.49 15,884.00 13,598.00 $800.55 $685.34 VENT FANS 36.16 40.70 25,231.00 28,384.00 $1,271.64 $1,430.55 Credits & Penalties (if any): Modified Points: =87.32 PASSES External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No.of Units (W) (W) (Sgft or ft) None-1 11/22/2005 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 3 Project: Rick's Used Cars Title: rick's Used Cars Type: Retail (WEA File: JACKSONVILLE.TMY) Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- ID (sq.ft) Tasks CP CP ance downstairs 001 General Sales Area 1,218 1 10 1 PASSES upstairs 16 Office-Open Plan 1,080 1 5 1 PASSES PASSES Project: Rick's Used Cars Title: rick's Used Cars Type: Retail (WEA File: JACKSONVILLE.TMY) System Report Compliance downstairs System 1 Constant Volume Air Cooled No.of Units Split System<65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 10.00 10.00 8.00 PASSES Cooling Capacity Air Handling Air Handler(Supply)- 0.80 0.90 PASSES System-Supply Constant Volume upstairs System 2 Constant Volume Air Cooled No. of Units Split System <65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 10.00 10.00 8.00 PASSES Cooling Capacity Air Handling Air Handler(Supply)- 0.80 0.90 PASSES System-Supply Constant Volume PASSES 11/22/2005 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 4 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV fiance F- None Project: Rick's Used Cars Title: rick's Used Cars Type: Retail (WEA File:JACKSONVILLE.TMY) Water Heater Compliance Design Min Design Max Comp Description Type Category Eff Eff Loss Loss liance Water Heater 1 Electric water heater <= 12 [kW] 0.90 0.86 PASSES PASSES Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick[in] Thick]in] [F] SF.F] None 11/22/2005 EnergyGauge FlaCom v 2.11 FORM 400A-2004 5 Project: Rick's Used Cars Title: rick's Used Cars Type:Retail (WEA File:JACKSONVILLE.TMY) Other Required Compliance Category Section Requirement(write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met F ADS 410.1 Duct sizing and Design have been performed T&B 410.1 Testing and Balancing will be performed Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O&M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print-Out from EnergyGauge F1aCom attached? 11/22/2005 EnergyGauge F1aCom v 2.11 FORM 40OA-2004 6 EnergyGauge FlaCom v 2.11 f INPUT DATA REPORT Project Information Project Name: Rick's Used Cars Orientation: North Project Title: rick's Used Cars Building Type: Retail Address: 1919 Mayport Rd Building Classification: New Finished building 1937 Mayport Rd State: Florida No.of Storeys: 2 Zip: 0 GrossArea: 2298 Owner: Rick Zones No Acronym Description Type Area Multiplier Total Area lstl 1sq I downstairs Zone I CONDITIONED 1217.9 1 1217.9 ❑ 2 upstairs Zone 2 CONDITIONED 1080.0 1 1080.0 ❑ 1112212005 EnergyGauge FlaCom v 2.11 1 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume [ft] IN [ft] plier [sf] [cf] In Zone: downstairs 1 downstairs downstairs General Sales Area 33.83 36.00 9.00 1 1217.9 10960.9 EJ In Zone: upstairs 1 upstairs upstaris Office-Open Plan 30.00 36.00 10.00 1 1080.0 10800.0 ❑ Lighting No Type Category No.of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: downstairs In Space: downstairs 1 Recessed Fluorescent- General Lighting 12 100 1200 Manual On/Off 5 No vent 2 Incandescent General Lighting 5 0 0 Manual On/Off 5 El In Zone: upstairs In Space: upstairs 1 Recessed Fluorescent- General Lighting 8 100 800 Manual On/Off 2 No vent 2 Incandescent General Lighting 3 60 180 Manual On/Off 3 ❑ Walls No Description Type Width H(Effec) Multi Area DirectionConductance Heat Dens. R-Value IN [ft] plier [sf] [Btu/hr.sf. F] Capacity [lb/cf] [h.sf.F/Btu] [Btu/sf.F] In Zone: downstairs 1 north 0.75 in. stucco, 43.00 9.00 1 387.0 North 0.1118 1.1829 14.94 8.94 2x4x 16" oc, RI 1 B att, 0.5 in.gyp 11/22/2005 EnergyGauge FlaCom v 2.11 2 2 west 0.75 in. stucco, 30.00 9.00 1 270.0 West 0.1118 1.1829 14.94 8.94 2x4xl6"oc, RI I Batt,0.5 in.gyp 3 south 0.75 in. stucco, 36.00 9.00 1 324.0 South 0.1118 1.1829 14.94 8.94 2x4x 16" oc, R11Batt,0.5 in. gyp 4 east 0.75 in. stucco, 37.00 9.00 1 333.0 East 0.1118 1.1829 14.94 8.94 2x4xl6"oc, RI IBM,0.5 in.gyp In Zone: upstairs 1 north 0.75 in. stucco, 36.00 10.00 1 360.0 North 0.1118 1.1829 14.94 8.94 2x4xl6"oc, RI Matt,0.5 in.gyp 2 east 0.75 in.stucco, 30.00 10.00 1 300.0 East 0.1118 1.1829 14.94 8.94 2x4xl6"oc, RI lBatt,0.5 in. gyp 3 south 0.75 in. stucco, 36.00 10.00 1 360.0 South 0.1118 1.1829 14.94 8.94 2x4x 16"oc, R 11 Batt,0.5 in. gyp 4 west 0.75 in. stucco, 30.00 10.00 1 300.0 West 0.1118 1.1829 14.94 8.94 2x4xl6"oc, R 11 Batt,0.5 in.gyp Windows No Description Type Shaded U SHG Vis.Tr W H(Effec) Multi Total Area [Btu/hr sf Fl IN IN plier (sf] In Zone: downstairs In Wall: west 1 windows User Defined No 1.2500 0.82 0.76 9.00 8.00 2 144.0 2 galss doors Use Defined No 1.2500 0.82 0.76 3.00 6.70 2 40.2 3 transom User Defined No 1.2500 0.82 0.76 6.00 1.50 1 9.0 In Zone: upstairs In Wall: west 1 windows User Defined No 1.2500 0.82 0.76 9.00 6.00 2 108.0 11/22/2005 EnergyGauge FlaCom v 2.11 3 Doors No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value IN [ftl plier [sfl [Btu/hr.sf.Fl [Ib/cf] [Btu/sL F1 [h.sf.FBtul In Zone: downstairs In Wall: north I doors Wood door,2 in. No 3.00 6.70 3 20.1 0.4192 37.00 2.41 2.39 ❑ Roofs No Description Type Width H(Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN [ftl plier [sfl [deg] [Btu/hr.SE F1 [Btu/sf.Fl [Ib/cfl [h.sf.FBtul In Zone: downstairs 1 roof Shngl/1/2"WD 13.00 7.00 1 91.0 0.00 0.0320 1.50 8.22 31.24 ❑ Deck/WD Truss/9" Batt/Gyp Brd In Zone: upstairs I roof Shngl/1/2"WD 36.00 30.00 1 1080.0 0.00 0.0320 I.50 8.22 31.24 ❑ Deck/WD Truss/9" Batt/Gyp Brd Skylights No Description Type U SHGC Vis.Trans W H(Effec) Multiplier Area Total Area [Btu/hr sf Fl IN [ft] [Sf] [Sf] In Zone: In Roof: 0 11/22/2005 EnergyGauge FlaCom v 2.11 4 Floors No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R-vA., . [ft] [ft] plier [sf] [Btu/hr.sf.F] [Btu/sf.F] [Ib/cf) [h.sf FBtu] In Zone: downstairs I floor Concrete floor, 365.00 33.83 1 12348.0 0.5487 9.33 140.00 1.67 ❑ carpet and rubber pad f Systems downstairs System 1 Constant Volume Air Cooled Split No.Of Units 1 System<65000 Btu/hr Component Category Capacity Efficiency IPLV I Cooling System(Air Cooled<65000 Btu/h Cooling 60000.00 10.00 8.00 ❑ Capacity) 2 Air Handling System-Supply(Air Handler(Supply)- 2000.00 0.80 ❑ Constant Volume) upstairs System 2 Constant Volume Air Cooled Split No.Of Units 1 System<65000 Btu/hr Component Category Capacity Efficiency IPLV I Cooling System(Air Cooled<65000 Btu/h Cooling 48000.00 10.00 8.00 ❑ Capacity) 2 Air Handling System-Supply(Air Handler(Supply)- 1600.00 0.80 ❑ Constant Volume) Plant Equipment Category size Inst.No Eff. IPLV *2/2005 EnergyGauge FlaCom v 2.11 5 Water Heaters W-Heater Description Capacit Cap.Unit I/P Rt, Efficiene Loss I Electric water heater 50 [Gal] [kW] 0.9000 [Ef] [Btulh] ❑ Ext-Lighting Description Category No.of Watts per Area/Len/No.of units Control Type Wattage Luminaires Luminaire [sVft/Nol [w] Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness [F] [Btu-in/h.sf.F] [in] [in] El Fenestration Used Name Glass Type No.of Glass SHGC VLT Panes Conductance [Btu/h.sf.F] ASHULSg1CIrAll User Defined 1 1.2500 0.8200 0.7600 ❑ Frm 11/22/2005 EnergyGauge FiaCom v 2.11 6 Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used [h.sf.FBtu] IN [Btu/h.ft.F] [Ib/cf] [Btu/Ib.F] 18 Matl18 2 in. Wood No 2.3857 0.1670 0.0700 37.00 0.3900 ❑ 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 ❑ BOARD,1/2IN 151 Matl151 CONC HW,DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 ❑ 4IN 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 267 Mat1267 0.75"stucco No 0.1563 0.0625 0.4000 16.00 0.2000 ❑ 266 Mat1266 2x4@16"oc+RI I Batt No 8.3343 0.2917 0.0350 9.70 0.2000 ❑ 12 Matl12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 ❑ 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ 81 Mat181 ASPHALT-ROOFING, Yes 0.1500 ❑ ROLL 244 Mat1244 PLYWOOD, 1/21N No 0.6318 0.0417 0.0660 34.00 0.2900 ❑ Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cf] [h.sf.F/Btu] 1001 Wood door,2 in. No No 0.42 2.41 37.00 2.3857 ❑ Layer Material Material Thickness Framing No. IN Factor 1 18 2 in. Wood 0.1670 0.00 ❑ 11/22/2005 EnergyGauge FlaCom v 2.11 7 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sEF] [Btu/sEF] [lb/cf] [h.sEF/Btu] 1004 Concrete floor,carpet and rubber pad No No 0.60 9.33 140.00 1.6703 ❑ Layer Material Material Thickness Framing No. IN Factor 1 151 CONC HW,DRD, 140LB,4IN 0.3333 0.00 ❑ 2 178 CARPET W/RUBBER PAD 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cf] [h.sf.F/Btu] 1009 0.75 in.stucco,2x4x16" oc,R11Batt,0.5 in. No No 0.11 1.18 14.94 8.9438 ❑ gyp Layer Material Material Thickness Framing No. IN Factor 1 267 0.75"stucco 0.0625 0.00 ❑ 2 266 2x4@16"oc+RI 1 Batt 0.2917 0.00 ❑ 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [Ib/cf] [h.sf.FBtu] 1038 Shngl/l/2"WD Deck/WD Truss/9" Batt/Gyp No No 0.03 1.50 8.22 31.2351 ❑ Brd Layer Material Material Thickness Framing No. [ft] Factor 1 81 ASPHALT-ROOFING,ROLL 0.00 ❑ 2 244 PLYWOOD, 1/2IN 0.0417 0.00 ❑ 3 12 3 in. Insulation 0.2500 0.00 ❑ 4 23 6 in.Insulation 0.5000 0.00 ❑ 5 187 GYP OR PLAS BOARD,1/21N 0.0417 0.00 ❑ 11/22/2005 EnergyGauge FlaCom v 2.11 8 r R MiTek° MiTek Industries, Inc. RE: 9601 F - Rick's Used Cars 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Site Information: Telephone 314/434-1200 Project Customer: Jax Cornserstone Project Name: Rick's Used Cars Fax 314/434-9110 Lot/Block: Subdivision: Address: City: State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2001/ANS195❑ Design Program: MiTek 20/20 6.2 Wind Code: N/A Wind Speed: N/A mph Design Method: N/A Roof Load: N/A psf Floor Load: 55.0 psf This package includes 5 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, 1 hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. NoJSe al# �9�601F �FO�l am Date 1301061/23/06 12 119730107 19601 F F02 11/23/06 13 119730108 �9601F IF03 11/23/06 �`�eee�� r�j`s 14 {19730109 19601 F11/23/06{1/23106 { ��®� � t n ;gfr;�9°fd�, 13,TATE 0 Y The truss drawing(s)referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Builders Truss Manufacturing. Truss Design Engineer's Name: Miller, Scott My license renewal date for the state of Florida is February 28, 2007. NOTE:The seal on these drawings indicate acceptance of Scoff w.Miller,FLLic#58316 professional engineering responsibility solely for the truss MiTek Industries,Inc. 14515 North Outer Forty Drive components shown. The suitability and use of this component suite 300 Chesterrield,MO,63017 for any particular building is the responsibility of the building FLCert.#6634 designer, per ANSI/TPI-1 Chapter 2. January 23,2006 1 of 2 Miller, Scott Job Truss Truss Type 7� Qty Ply �RckUsed Cars197301069601 F F01 FLOOR 10 ference o tional Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Mon Jan 23 09:38:06 2006 Page 1 0-1-8 H� A X48 i -1-7.8-1 %8 tale=1:53.3 it i 3x4 M1120-= 3x4 M1120- 44 M1120- Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 14 *Center plate on joint unless x,y Failure to Follow Could Cause Property 3/ offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely Seat. or X-bracing,is always required.See BCSI1. /16 t TOP CHORDS 3 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Ct-2 :C2-3 p c3 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate � �, 3a 3 other interested parties. O plates 0- '/16"from outside � �,6 " U 4. Cut members to bear tightly against each other. edge of truss. � " 5. Place plates on each face of truss at each joint and C7-e Cs-, Cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI I I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing Section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek@ DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate 0 ©2004 Mitek® Connected Wood Trusses. " Job Truss Truss Type Qty Ply Rick's Used Cars 1 9601E F02 FLOOR 1 1 197301071 Job Reference o tional Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Mon Jan 23 09:38:09 2006 PaI1 a1-B N`1-3-0_i 1-1-8f �1-6'0-1 0-H8 Scale=1:54.2 I 3x4 MI 120 3x4 M1120 3x4 M1120 11 4x4 MI120- 1x3 M1120- 3x4 M1120 3x4 M1120= 3x4 M1120- 4x8 M1120--- 4x4 M1120- 3x4 M1120 3x4 M1120- 3x4 MI120- 3x4 MII20= 3x4 MI120- 1x3 M1120- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 - - - - --- 32 33 _ 40 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 5x5 M1120 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 13/a Failure to Follow Could Cause Property *Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSl1 0-'/4' 1 2 3 TOP CHORDS 2, Never exceed the design loading shown and never stack c,-z c2-3 materials on inadequately braced trusses, WEBS c3 4 3. Provide copies of this truss design to the building 9 designer,erection supervisor,property owner and all mr--*For 4 x 2 orientation,locate \N\-\" 3 �� 3 a other interested parties. lates 0- /�b"from outside o-6 O p � � U 4. Cut members to bear tightly against each other. O edge of truss. 0 5. Place plates on each face of truss at each joint and 717 cs-a ce-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. _. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7, Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19°lo at time of fabrication, software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT, use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection, dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBG 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility 0":others, (supports)occur,Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer, number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeka DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, KK installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. � � Job Truss Truss Type Qty Ply Rick's Used Cars 19730108; 9601E F03 FLOOR 6 1 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Mon Jan 23 09:38:09 2006 Page 1 0-1-8 1-3-0 -1-7-8......_1 o-It 8 kale=1:37.1 44 M1120=- 1x3 M112011 4x4 M1120-= 4x4 M1120-- 1x3 M1120-- 4x4 M1120=- 3x4 M1120= 3x4 M1120- 3x4 M1120-- 3x4 M1120= 3x4 M1120- 3x6 M1120 FP- 1x3 M1120=- 1 2 3 4 5LAV"\A --6 7 8 9 10 11 -- - . 24 25 0 23 22 21 20 19 18 17 16 15 14 13 12 3x4 M1120= 3x6 MI 120 FP-- 3x4 M1120'- 3x4 M1120= 3x4 M1120= 3x4 M1120 4x4 M1120= 3x4 M1120-- 44 M1120- 44 M1120== 1x3 M1120 11 4x4 M1120= 6.6.0 ------ _12-�6 --.- 14 7 8 17 1 8 19-7-6 1-6-0 2-6.0 2-6-0 5-7-8 2.6.0 2-6-0 2-6-0 1-6-0 Plate Offsets X,Y: 1:Ed e,0-1-8, 6:0-1-8,Ed e, 11:0-1-8,Ed e, 18:0-1-8,Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.27 16-17 >936 480 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.37 16-17 >684 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.08 12 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:121 Ib LUMBER --- --_ _ BRACING TOP CHORD 4 X 2 SYP No.3*Except* TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 1-9 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 4 X 2 SYP No.3*Except* 12-214 X 2 SYP No.2D WEBS 4 X 2 SYP No.3 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication.This determination is not the responsibility of the component/truss designer. REACTIONS (Ib/size) 23=1142/Mechanical,12=1142/0-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 23-24=-1137/0,1-24=-1136/0,12-25=-1137/0,11-25=-1136/0,1-2=-835/0,2-3=-2110/0,3-4=-2947/0,4-5=-3481/0, 5-6=-3481/0,6-7=-3404/0,7-8=-2958/0,8-9=-2107/0,9-10=-2107/0,10-11=-835/0 BOT CHORD 22-23=0/42,21-22=0/1577,20-21=0/1577,19-20=0/2621,18-19=0/3271,17-18=0/3481,16-17=0/3481,15-16=0/3285, 14-15=0/2618,13-14=0/1577,12-13=0/42 WEBS 11-13=0/1303,1-22=0/1302,10-13=-1256/0,2-22=-1256/0,10-14=0/898,2-20=0/904,8-14=-864/0,3-20=-865/0, 8-15=0/577,3-19=0/552,7-15=-552/0,4-19=-548/0,7-16=0/203,4-18=0/344,6-16=-125/0,5-18=-188/0,6-17=-74/0 NOTES 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard i I 1 Scott W.Miller,FL U.#58316 1 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 -- - January 23 2006 e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, W18 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y Failure to Follow Could Cause Property y' Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C1-2 c2-3 materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate other interested parties. O plates 0- 1/16"from outside 4. Cut members to bear tightly against each other. edge of truss. " v 5. Place plates on each face of truss at each joint and c-a cs- cs-s 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication, software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings i4. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, - �• Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty PlyRick's Used Cars ' 197301091 9601F GE1 FLOOR 1 1 �Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Mon Jan 23 09:38:10 2006 Pagei1 i Scale=1:53.1 1 I 3x6 M1120 FP-= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 LI 51 52 I I ry 1 50 49 48 47 46 45 44 43 4241 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4 M1120 3x6 M1120 FP 3x4 M1120- 15-1-8 16-11-0 14-0 2-8.0 4-0-0 5 4-0 6 8 0 8-0-0 9-4-0 10-8-0 12-0-013-4-0 14-8-0 1'5-7r0 1830 19-7-0 20-11-0 22-3-0 23 7-0 24-11 0 26 3-0 27-7-0128-11-0,30-30 Tom-+-- .i ---��- � -I + --� --- I i - ---�� ---- �, 14-0 1.4-0 14-0 1.4-0 1.4-0 14-0 1-4-0 1-4-0 14-0 1.4-0 14-00-5-8 1-4-0 14-0 14-0 1-4-0 14-0 1.4-0 1.4-0 1-4-0 14-0 1-4-0 14-0 0-5-8 LOADING(psf) SPACING 2-M CSI 1 DEFL in (loc) IiUd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) We n/a 999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) We n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 26 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:150 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication.This determination is not the responsibility of the component/truss designer. REACTIONS (Ib/size) 50=56/30-3-0,26=56/30-3-0,27=143/30-3-0,28=148/30-3-0,29=146/30-3-0,30=147/30-3-0,31=147/30-3-0,32=147/30-3-0,33=147/30-3-0,34=147/30-3-0, 35=145/30-3-0,36=152/30-3-0,37=119/30-3-0,49=143/30-3-0,48=148/30-3-0,47=146/30-3-0,46=147/30-3-0,45=147/30-M,44=147/30-3-0, 43=147/30-3-0,41=147/30-3-0,40=145/30-3-0,39=152/30-3-0,38=119/30-3-0 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 50-51=-50/0,1-51=-49/0,26-52=-50/0,25-52=49/0,1-2=-6/0,2-3=-0/0,3-4=-6/0,4-5=-6/0,5-6=-6/0,6-7=-6/0,7-8=-6/0, 8-9=-6/0,9-10=-6/0,10-11=-6/0,11-12=-6/0,12-13=-6/0,13-14=-6/0,14-15=-6/0,15-16=-6/0,16-17=-6/0,17-18=-6/0, 18-19=-6/0,19-20=-6/0,20-21=-6/0,21-22=-0/0,22-23=-6/0,23-24=-6/0,24-25=-6/0 BOT CHORD 49-50=0/6,4849=0/6,4748=0/6,4647=0/6,4546=0/6,4445=0/6,43-44=0/6,4243=0/6,41-42=0/6,40-41=0/6, 39-40=0/6,38-39=0/6,37-38=0/6,36-37=0/6,35-36=0/6,34-35=0/6,33-34=0/6,32-33=0/6,31-32=0/6,30-31=0/6, 29-30=0/6,28-29=0/6,27-28=0/6,26-27=0/6 WEBS 24-27=-131/0,23-28=-134/0,22-29=-133/0,21-30=-133/0,20-31=-133/0,19-32=-133/0,18-33=-133/0,16-34=-134/0, 15-35=-132/0,14-36=-138/0,13-37=-109/0,2-49=-131/0,3-48=-134/0,4-47=-133/0,5-46=-133/0,6-45=-133/0,7-44=-133/0, 8-43=-133/0,9-41=-134/0,10-40=-132/0,11-39=-138/0,12-38=-109/0 NOTES 1)All plates are 1x3 M1120 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 14-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Scott W.Miller,FL Lic#58316 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 January 2320U A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-s materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building a: WEBS erection supervisor,property owner and all *For 4 x 2 orientation,locate T_ 6 �,, �,�� 3 Ir other interested parties. O plates 0- x/16"from outside �a6 " U 4. Cut members to bear tightly against each other. edge of truss. o IL 5. Place plates on each face of truss at each joint and C-a C6-7 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI]. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI]. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections n iot shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, F, Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. R , Job Truss Truss Type Qty Ply Rick's Used Cars 9601E GE2 i FLOOR 1 1 197301101 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Mon Jan 23 09:38:10 2006 Page 1 0,11-8 0 1-8 1 Scale=1:36.9 3x6 M1120 FP-- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 37 - - -- - 36 o i 36 35 3433 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4 M1120 3x6 M1120 FP- 3x4 M1120- 2 8-0 i 47070 5-4-06-8-0 8-0-0 94-0 10-6-12_ 11-9-8 13-1-8 14-5-8 15-9-8 , 17-1-8 18-5-8 19.9-8 21-1-8 1-4-0 _ 1-4-0 14-0 1.4_0 14-0 14-0_ 1-4-0 1-2-12 1-2-12 1-4-0 1-0-0 14-0 1.4-0 1.4-0 14-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a n/a 999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:107 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.3*Except* TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. 1-15 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 4 X 2 SYP No.3*Except* 19-33 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code OTHERS 4 X 2 SYP No.3 in any particular jurisdiction should be confirmed with the building official prior to truss fabrication.This determination is not the responsibility of the component/truss designer. REACTIONS (Ib/size) 36=56/21-1-8,19=56/21-1-8,27=132/21-1-8,20=143/21-1-8,21=147/21-1-8,22=147/21-1-8,23=147/21-1-8,24=146/21-1-8,25=148/21-1-8,26=142/21-1-8, 35=143/21-1-8,34=148/21-1-8,32=146/21-1-8,31=147/21-1-8,30=146/21-1-8,29=148/21-1-8,28=142/21-1-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 36-37=-50/0,1-37=-50/0,19-38=-50/0,18-38=-50/0,1-2=-6/0,2-3=-6/0,3-4=-6/0,4-5=-6/0,5-6=-6/0,6-7=-6/0,7-8=-6/0, 8-9=-6/0,9-10=-6/0,10-11=-0/0,11-12=-6/0,12-13=-6/0,13-14=-6/0,14-15=-6/0,15-16=-0/0,16-17=-6/0,17-18=-6/0 BOT CHORD 35-36=0/6,34-35=0/6,33-34=0/6,32-33=0/6,31-32=0/6,30-31=0/6,29-30=0/6,28-29=0/6,27-28=0/6,26-27=0/6, 25-26=0/6,24-25=0/6,23-24=0/6,22-23=0/6,21-22=0/6,20-21=0/6,19-20=0/6 WEBS 9-27=-120/0,17-20=-131/0,16-21=-134/0,14-22=-133/0,13-23=-133/0,12-24=-133/0,11-25=-135/0,10-26=-129/0, 2-35=-131/0,3-34=-134/0,4-32=-133/0,5-31=-133/0,6-30=-133/0,7-29=-135/0,8-28=-129/0 NOTES 1)All plates are 1x3 M1120 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S)Standard Scott W.Miller,FL Lic#58316 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 January 23 200 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, ffl@ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component, Suite 4300 Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719, MiTek Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION 14 *Center plate on joint unless x,y Failure to Follow Could Cause Property 3/ offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and Securely Seat. or X-bracing,is always required.See BCSI1. 0-'/,d' 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack cl-z c2-3 materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate U �, 3 ��a 3 other interested parties. O plates 0- '/16"from outside 2 4. Cut members to bear tightly against each other. edge of truss. � ° v 5. Place plates on each face of truss at each joint and c7-e cs- cs-s 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 connector laces, 6. Design assumes trusses will be suitably protected from p the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots, CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or respects,equal to or better than that specified. Y Y BOC& 96-31,95-43,96-20-1,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. a • CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Property Address• Owner: Telephone#• Contractor: Telephone#aY b(J Contractor Address: VA. n r Fax Contractor Signature: 4tA4U4Q&,ZA A, In consideration of permit givenf g work as desced a above statement, we hereby agree to perform said work in accordance with the attached plans an sp ifin cations which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of ood racti li therein. Bu lding: Buildin Type: ❑ Trailer Service: If other construction is New ❑ Residence ❑ Temp. .,81 New being done on this building ❑ Old Commercial ❑ Signs ❑ Increase Pe site,fist the building � Permit number. ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Ej Switch or -ZOWA-t. /� RACE /2 Breaker AMPS PH W VOLT W`N WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0,10 Amps 11 1 Q0 AMPS Switches L 0 t Incandescent Fluorescent 8' M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf Ea._Sign Miscellaneous 2 G 800 Seminole load•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 :atla tic-heac: e: aas Revised 1/04 PREPARED 7/17/06, 16 : 56 : 15 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L ---------------------- ----- - - - -- - --------- ---- - - -------- ------------------- APPLICATION NUMBER: 06-00033522 1919 MAYPORT RD FEE DESCRIPTION AMOUNT DUE ---------- --- - ----- -- -- ----------------- -- - - - --- - ------- ----- -------------- ELECTRICAL PERMIT 105 . 00 TOTAL DUE 105 . 00 Please present this receipt to the cashier with full payment . CITY OF ATLANTIC BEACH -` — ELECTRICAL PERMIT APPLICATION — 32-1 ZO Date:^ Property Address: A C VV+ 2Gl Owner: Telephone#• Contractor: Telephone#• t "M Contractor Address: n Fax#• -��?� Contractor Signature: In consideration of permit given f g work as descrt ed a above statement, we hereby agree to perform said work in accordance with the attached plans and sp ifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good cacti li d therein. Bu Iding: Buildin Type: ❑ Trailer Service: If other construction is New ❑ Residence ❑ Temp. _Ian New being done on this building r� ©Id l` Or site,list the building commercial ❑ Signs ❑ Increase Pennit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or Breaker AMPS O PH W VOLT�� WAY E112 Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED � OPEN 0 30 AMPS 11 IMAM Switches L Q Incandescent Fluorescent & ^O t U M.V. „( Fixed 0.100 AWS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER& Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous G 800 Seminole load•Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800. Fax: (904)247-5845 c-beach.*. us Revised 1/04 CITY OF ATLANTIC BEACH i 800 SENHNOLE ROAD ATLANTIC BEACH,FL 32233 i INSPECTION PHONE LINE 247-5826 JFf19 Application Number . . . . . 06-00032638 Date 3/30/06 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . HVAC & WELDER CIRCUIT Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------ --- --- ----- - ------- ------- ---------- FRAISER, RICK BIVINS ELECTRIC CO. 1919 MAYPORT ROAD 1004 SOUTH SECOND STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-4308 --------------------- ------------------------------- - ----------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- -- --- - ---------- ---------- ---------- ------- - -- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,x. r BUILDING OFFICIAL y ✓ry CITY OF ATLANTIC BEACH IJ 800 SEMINOLE ROAD �} ATLANTIC BEACH,FL 32233 J s4m INSPECTION PHONE LINE 247-5826 sx- �J31>'' Application Number . . . . . 06-00032637 Date 3/30/06 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . 100 AMP OVERHEAD POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- --------- ------ ----- -- --- ---------- ----------- FRAISER, RICK BIVINS ELECTRIC CO. 1919 MAYPORT ROAD 1004 SOUTH SECOND STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-4308 -------------------------------------------- -- ------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/30/06 Fee summary Charged Paid Credited Due --- ------------- - - --------- ------- --- -- ----- --- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CTTY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL M CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Z� Property Address: Pei r Owner: Telephone#• Contractor: Vsl)litn Telephone#:2-YO Contractor Address: c\ Fax#; Contractor Signature: In consideration of permit given foroin th work as described a ve statement, we hereby agree to perform said work in accordance with the attached plans and p rfications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good ractic li ed therein. Building: Building Type: ❑ Trailer Service: if other construction is ❑ New ❑ Residence Temp. ❑ New being done on this building Or site,list the building ❑ Old ❑ Commercial Signs ❑ Increase peruit number. ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P IVOLTAGE PH I NO. I OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neonf. Trans Ea. Si _ Miscellaneous e 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800• Fax: (904)247-5845- htty://w-t%-v.ci-atlantic-wench.E.,;,, Revised 1/04 HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Mar 30 2006 2:03PM Last Transaction Date Time Type Identification Duration Pages Result Mar 30 2:02PM Fax Sent 96657372 0:53 2 OK CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032638 Date 7/17/06 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . HVAC & WELDER CIRCUIT Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ----- ---- --- -- - - -- -- - -- - - --- - --- ---- - ----------- FRAISER, RICK BIVINS ELECTRIC CO. 1919 MAYPORT ROAD 1004 SOUTH SECOND STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-4308 ------ ---- ---- -- - -- - -- -- - ----- ----- -- - - - - - - - --- - -- -- -- - --------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . 3/30/06 Valuation . . . . 0 Expiration Date 1/13/07 Fee summary Charged Paid Credited Due ------ - -- - -- - - - - - -- --- - - - - - - - -- ------ --- - ------ ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1. NOTICE OF FpaW ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESSDATE l q,cl MAic,Qin- ;?_C;> s/of tb THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted. sT 1 ►55 i Ka!Fl � t sem• 'FL o02• —-Te �� GSM 3Sc "AO 2 t t VILD ,{ NOTICE OF FpAR'f ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted. w� t,J c i.�lD6us S u %A I L IDGU-')S W(uo �fl C-o r2w� I N 0- Ckit CITY OF ATLANTIC BEACH M SENIINOLE ROAD =� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032600 Date 3/23/06 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . 19 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ RICKS USED CARS KING PLUMBING CONTRACTORS INC PAUL T. KING ATLANTIC BEACH FL 32233 6900 PHILLIPS HWY, SUITE 50 JACKSONVILLE FL 32216 (904) 296-2568 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 168 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 168 . 00 168 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 168 . 00 168 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUMDING CODES BUILDING OFFICIAL Mar 23 06 03: 42p p.' 1 1 Mar''23 06 12:11p Chris Sprungmann 904-992-9833 p.1 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION l090, ...i- osz-I3z'� Date: Property Address: 19il &46poer / n Owner. 'Teleplbone M: Z-42--if ZA:.e s Contractor: � �-e Ate,= M,r„ %�r��l T phone t1:r,2 Contractor Address: CTU s.. Fax#: ,-25 6 Contractor Signature: In consideration ofpermit givers for doing the work es described in the ve emrn4 we Merebyagree to per[atta said work in nccordence with Iha onached plans and specifications which aro a part here and in accordance w ith the City or Atlantic Hauch ordintum and slundards ofgood practice listed therein, instailation of plumbing aed fixtures must be in sccordanet with the most tocent edition of the Southern Standard Plumbing Code. Plumbing Type: if usher construction is being tone on ft3 building or site. New list the building permit number, a Re-Pipe Naritber of Fixtures: Bath Tubs Showers _ Closets Shower Pacts Dishwashers Sinks Disposals Urinals Floor Drains Washing,Machine Lavatory Water ISewer Water bleat Sprinkler System _ _ Other C Z �/s Fees Permit Issuing Fee: S35.00 Total Fixtures: X 57.00 + S35AO= WO Seminole Road.Atlantic Beach,Florida 3223S.6445 Pfwee_(904)247.6f90. Fax: (9041247.69d5. hUpJ/www.dAdontic-boach.Rus Revbed 1/Od j 'd 9*69-mra-f06 ne 4avaB o:2uerju }a x1jo e0Z:60 8o 4Z Uer CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD . ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . 06-00032956 Date 5/09/06 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . 2 AHU 2 GOND Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ RICKS USED CARS FLORIDA WEATHER INC. 1919 MAYPORT ROAD 1117 BEACH BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32236 (904) 249-1290 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 131 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 131 . 00 131 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 131 . 00 131 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILD7 CODES. BUILDING OFFICIAL N BUILDING AND •ZONING fNSPECTION DIYISION CITY OF ATLANTIC BEACH ATLANTIC aaAGl./rLON10A iaaii APPLICATION FOR MECHANICAL PERMIT CALLtNNYMiER IMPORTANT--Applicant to complete all items in sections I, II, 111, and IV. IAA t. L. CATION Sk•.1 Mb.. 1c11°I OF Iwknootiaq Sk..IN ser...• Ad WILDING • Seh.IkiJ.. 11. IDENTIFICATION —To be completed by all appliconts I. 40;AW4LNM d p.rvwil qi..w Iw .iwiaq the wt .a d.acrik.d 1. Ih..h... U.bwu1.•hw.hT.qr..k Pwlw•.1A wk to.acwJ.•c. ' Wilk Ik. .N.chP4 P60% .d r'.tilkaliw•1 which u. . r.rl br.wl ..d Iw .acw�.we. .il► Ik.as y.!J.clr•wwY. w116004.6.d alaa/.nla of gw.d.weelk.Ylld Ih.r.ia. N.wr. 1 haldlwl.1 d�t �Q� J .�- C•rk.slw. r C.466 ter nlwl VL 1 M..k, / Meow of her"a..w Slgw•.rae./Q slq••lw. A . ' M Ar{Arkai Aq.•1 Ardikd w bglw.0 IIL GINSIAL INFORMATION li OTNSN tDNSTRYRION SSINO can...0 THIS*1601110 ON SITS? C c«'—O v O Nwl./wi O c.wkr uwlN a GII if Tu,%tvc Numw OR catownwcnON PSIt.{IT K Q Dake—s,..lry IV.McCNAN ICUIPUWr TO 61 INSTALLAO NATURE Or WORK (r to SA 4 awwpnw k w0 bah d tbk la.ral O ypw anuwl a :mmwrelal• va"., Q Sy s 0 t.amad O c.ana O Aw u„r ..o01W1nItAkw t p iww O. C•whwl �/ O � Vydwal Makli•� jlll(ch5 C3 wnl 01 wOalsr nratam kl.a4w ar.tlly + aJw ttS77✓rMw�.In.lWwNon Gqo aT.tam PIw1oY.IT INNalladi . . 13 O eaanalan w aad4a to 04164Np eyetwo 13 cowl" a.wl Gp.11r � O Outer..sP•wh 0 if...{.r (3 M"Aft. O S••r•h t•e�wl NNIS s*AQ FOit OaTICS u8 ONIT Q.ikaa.Ywra pep (4,rw1640.1 4 - 0 LPC Q Yalkd?maw..wwel Q i.11w. rwwa Apaw.d h} 0et • 0 ower—.•sp.uy I«wlil Aft tier ALL XQIJWIwa. 'r ASK CDNDSTNOMiYO AND AZ MCX"TION rquimna c�.d � •p NRheber%hate ,D.wAptloa xa"Xwober xa rtw.ula a ('sti..I MATMCA•PUANACLS. Sol'US AOYif.►Qi Number flaps Dwnaaplhaw xaar Nluwabwr WARM"aeu.e 7 Sec. 24-171. Commercial Corridor Development Standards. (a) Intent. The following additional standards and requirements shall apply to those lands within all Commercial Zoning Districts that are located along Arterial Street corridors within the City of Atlantic Beach. The intent of these additional requirements is to: enhance the aesthetic and physical appearance of these gateways into the City; enhance and retain property values; promote appropriate redevelopment of blighted areas; and to create an environment that is visually appealing and safe for pedestrians, bicycles and vehicular traffic. (b) Delineation of Commercial Corridors. Within the City of Atlantic Beach, Commercial Corridors shall be defined as the lands extending a depth of one hundred (100) feet from the outer edges of the right-of-ways along Mayport Road and Atlantic Boulevard, in those Zoning Districts designated as Commercial General (CG), Commercial Limited (CL) and Commercial, Professional Office (CPO). The Commercial Corridors shall also include the right-of-ways, and in the case of a single Development Project within the Commercial Corridor, which involves parcels contiguous to the defined Commercial Corridors, these requirements shall apply to all land that is part of such Development Project. (c) Building Form and Finish Materials. The following general provisions shall apply to all Development in the Commercial Corridors. (1) Roofs which give the appearance of a flat roof from any street side of the building, are prohibited Roofs may be gabled hipped mansard or otherwise designed so as to avoid the appearance of a flat roof from the adjoining-Street. treet. (2) Open bay doors and other similar large doors providing access to work areas and storage areas shall not open towards or face the Commercial Corridors. (3) The exterior finish of new Buildings, and also exterior finish alterations and additions to the front and any street side, or any side visible from adjoining residential properties, of existing buildings shall be of brick, wood, stucco, decorative masonry, exterior insulation and finish systems (EIFS), architectural or split-face type block, or other finish materials with similar appearance and texture. Metal clad, corrugated metal, plywood or Oriented Strand Board (OSB), and exposed plain concrete block shall not be permitted as exterior finish materials on the front and any street side of a Building. (4) Blank exterior walls facing the Commercial Corridors, which are unrelieved by doors, windows and architectural detail, shall not be permitted. (d) Signs. Signs shall be regulated as set forth within Chapter 17 of this Code, except that externally illuminated Monument Signs are encouraged. To encourage the use of such Signs, those Signs constructed of a solid material such as wood, masonry or high-density urethane, and externally-illuminated in a manner that washes the Sign in indirect light from a fluorescent ground source shall be entitled to a reduction in Sign Permit fees as set forth within Chapter 17-6. Initial Effective Date: January 01,2002 Last amended April 11,2005 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-05-186 85 (e) Lighting. Exterior lighting shall be the minimum necessary to provide security and safety. Direct lighting sources shall be shielded or recessed so that excessive light does not illuminate adjacent properties. Light poles with luminaire that automatically cut-off after normal business hours is encouraged. Light poles without cut-off luminaire shall not exceed fifteen (15) feet in height. Light poles with cut-off luminaire shall not exceed twenty (20) feet in height. Proposed lighting shall be shown on all plans submitted for review. (f) Fences. The use of chain link, barbed wire, razor or concertina wire, and like fencing shall be prohibited in any Required Front Yard and in any Required Yard adjoining a Street. Where such fencing is otherwise placed on a Parcel, but remains visible from the Commercial Corridor, landscaping shall be installed which substantially conceals such fencing. Where such fencing, as described above is lawfully pre-existing, a period of four (4) years from the effective date of these regulations shall be extended during which all fencing shall be made consistent with the above provisions. (g) Landscaping and Required Buffers. The requirements of Division 8 of this Chapter shall apply, except that the following additional requirements shall also apply to new Development and to redevelopment that is subject to the requirements of Division 8. Required buffers and landscape materials shall be depicted on all plans submitted for review. (1) A ten (10) foot wide Buffer shall be required along the entire Parcel frontage of the Commercial Corridors, except for driveways. This buffer shall consist of Trees as required by Division 8 and shall also contain a continuous curvilinear row of evergreen shrubs not less than two (2) feet in height at installation. Buffers shall be kept free of debris and litter and shall be maintained in a healthy condition (2) Along the front of the Principal Building, a six (6) foot wide area shall be maintained between the Building and the parking area or any walkway. This area shall be use for landscaping. (3) Sod or ground cover shall be installed and maintained in a healthy condition. Only organic mulch shall be used, and the excessive use of mulch is discouraged. (4) Because of the harsh environment of the Commercial Corridors, the use of landscape materials that are drought and heat resistant is strongly encouraged. Unhealthy or dead landscape materials, including sod and ground covers shall be replaced within thirty (30) days of written notification from the City to the property owner. (5) Stormwater retention or detention facilities may be placed within required buffers, provided that required landscape materials are provided. Initial Effective Date: January 01,2002 Last amended April 11,2005 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-05-186 86 CITY OF ATLANTIC BEACH f 1 800 SEMINOLE ROAD tF; ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 e; Application Number . . . . . 05-00031759 Date 12/06/05 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . DEMO Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ RICKS USED CARS THE GREGORY GROUP, INC. 1919 MAYPORT ROAD 1015 ATLANTIC BLVD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 237-6655 ---------------------------------------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s' BU1L60fVft1C1X1L t r 1�y r CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION rill, Date: S Job Address: Owner of Property: {�S/Xio " Address: i Telephone: Legal Description: Block Number: Lot Number: _Z Zoning District: Contractor: (SOState License Number: Contractor's Address: 1Z>p5' 241$ ArLA,-X�c-- t`t- ;52-2-33 Telephone: V4 .237-t 0;5 Fax: W24(.-t,( � Describe proposed use and work to be done:: ✓y,DJr.J� iX t5�-� - ' � �'6 Present use of land or building(s): `-•� �� Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Wil!NS. roject involve changes in elevation,site grade or any use of fill material or the removal of any trees? . Applicant certifies that no change in site grade or fill material will be used on this project. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑NO. 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 Beard,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. Attach Tree Removal Application if trees are to be removed or relocated I hereby certify that all information provi 5h this application is correct Signature of Owner: Date I hereby certify that I have rea and exams ap ion and know the same to be true and correct. All provisions of the laws and ordinances governing this type f work will bied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisio s 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 correct and that the plans and supporting data have been or shall be provided as required 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14103 1 ATLANTIC BEACH BUILDING DEPT. , r DEMOLITION - PROPERTY OWNER RELEASE FORM Date: 'I,715btr To Whom It May Concern: I /We the current property owners of: Lot -.— Block :A LL Legal Description of Property AKA le T U have contracted with to have (Address of Property) -1-hE �e to remove the (Company Name) I (Single Family,DLWx,Commercial, ) Prior to the construction of : K LTA 1i As a condition of issuing the permit we agree to the following: 1. All utilities are to be located and clearly marked. 2. Once house is removed, lot is to be graded and leveled. 3. All construction debris is to be removed from the property. 4. Affected area is to have grass or seed in place. 5. Erosion control devices will be put in place and will remain in place until grass has cove/ed affected area or new structure is completed and landscaping is in ac . Sign at G 7 Signa re THIS SPACE FOR RECORDER'S USE ONLY OWNE Signed: �' Date: LAURA DZAMKO Before me day o in the Coun of Duval,State MY COMMISSION#DO 460774 Of Florida,hasp nally appeared avy AC EXPIRES:December 3,2007 Notary Public at Large,State of Florida,C ty Duval. My commission expires: ka QJ 7 Personally Known: or Produced Identification: " r -3 s Date: Signature of Contractor: - -� Address and contact information of person to receive all correspon ence regarding this application (please print). Name: 7r*� C?;*C-r,2� t Mailing Address: 10 r' ' 2el 22---3 Telephone: q0q 2-251-J�{o5`5- Fax: qt X X 4,64 E-Mail: -46j5oelez PIN AS TO OWNER: Sworn to and subscribed before me this � day of �eC�/7J�t/L° ,20 Air. State of Florida,County of Duval rtes""''ry Betty F.Loadholtz Notary's Signature; ' MY COMMISSION/ DD257308 EXPIRES �-.,� November 14,2007 LJ Personally known >1f, 80ND80TNRUTROYfAtNfNSURANCEINC [] Produced identification Type of identification produced AS TO CONTRACTOR: r Sworn to and subscribed before me this Lp day of d . , 20 0'5 State of Florida,County of Duval Notary's Signature: personally known "`--=�` Q-Produced identification E?,'t-�,\'-:EIXPIRE URA OZAMKO Type of identification produceda,,-9L 6652--29 -7(_MS-u ISSION#DD 460774:December 3,2007 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax- (904)247-5845 -http:l/www.ci.atlantic-beach.fl.us Page 2 Revised 1114/03 CITY OF ATLANTIC BEACH rS; -40 BUILDING AND PLANNING J .3 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 s) TELEPHONE:(904)247-5800 ;} FAX:(904)247-5845 , http://ci.atlantic-beach.fl.us April 20, 2005 Rick L. Frazier 1404..E 1404 Beach Boulevard Jacksonville Beach, Florida 32250 .5f.F- w5f isle 11 ri Dear Mr. Frazier: Please be advised that final action on your application for a Use-by-Exception will be considered by the City Commission at their meeting on Monday, May 09,2005. The meeting begins at 7:15 pm and will be held in the Commission Chambers located at City Hall. You should be aware that failure to be present at this meeting to represent your application may result in the delay of action on your application. Please contact the City Clerk's office at 247- 5821 to confirm your plans to attend the meeting. Sincer ly, Sonya B. oerr, AICP USE Community Development Director GLS E (SL f C- ycC P 7/a0j DEPARTMENT OF BUILDING 7 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 7417 } PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB t;il•t?I Date Jan 23 19 85 4000CR T Valuation$ Fee$ 44.44 7j%J� 4000"C �iialt I n Il3l This permit not valid until above fee has been paid to City Treasurer,and is !ono subject to revocation for violation of applicable provisions of law. i This is to certify that TaylorsliReat, Air Refigeration (RA0022791) 1 has permission toXU%Jt& install new heat air to existing I residential Classification ras;dant 1 a 1 Zone Owned by Waiter Bell Lot Block S/D House No. 1919 Ma rt Road According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS S' AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS { „ AFTER DATE OF ISSUE -- 10 4---P O Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared up and hauled away by either con- ac or or owner, r g official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER I PLUMBING ELECTRICAL SEWER I ( WATER i F2 ' BUILDING A I AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 3223$ APPLICATION FOR MECHANICAL PERMIT CALL-IN Nt,MBER IMPORTANT — Applicant to complete all items'in sections 1, II, Ill, and 1V. I* LOCATION Proof Address: /�t OF Infersecfing Streets: Between And WILDING Sub-division II. IDENTIFICATION To be completed by all applicants In consideration of permit given for doing.the work"as described in 'the above statementw Of goo&practice listed therein. a hereby agree to perform said work in accordance with the attached plans and specifications which area part hereof and in accordance with the City of Jacksonville ordinances and standards : None of Mechanical ( Contractors Coahactor (Priotj ` " f-6a, l.{` Master Prsparty Owner ;?- 14, CC) 2� 1 SiEnatun of Owner Signature of or Af�tiiori>Wd Agent •. Signatecture or Engineer amm ATION A, Type of hosting W: D. 1$ OTHER CONSTRUCTION BEING DONp c THIS BUILDING OR SITE? Q was—❑ LP' ❑ Nstwel ❑ Csntrst Utility O IF YES, ;GIVE NUMBER OF CONSTRUCTION PERMIT Otiose-- 5peeify 410MMICAL MU"WT Ni INWAUID NATURE OF WORK :tPftVWs cenplsts fist of cemp~ft on beck of fhis f w*I er--nesidentlat or ❑ Commercial �,��Meat ❑ space ❑ Roe�d 61°cfW 0 Floor 0 New Suildlnq � ` {a A►r Condlfionin9: ❑ Raom �s tml , dating Bullding sr System: Mstoissll�it&E_mA� d.. Th;� „ ❑ Repfacemeot of exietME system Ma■insuln eapecity 100 Q e.f rn. Ly3""Flew Installation(No system previous! Injected) ❑ Extension or.edd-on to exleting system 'COW" tgwe, GspOdy ❑ Other—Specify Fisc glrilnMsrs: Nunebor of fi"* -'Irlswter Q ManiM# O Esesbtos_.._,,._(n�nsbsrl THIS SPACE:* OPS $"no pe (numbsr) bwLY tt!«aae .. . . ; . 'cake t 4F6 conte" (aurnbor) i 1110011411"wlie Pslrnit Ap oovW t•; tLrt. i b Othor Specify P#rmit BT ALL EQUIPMENT C7(pt�iDl1I©MING AND REFRIGUA`PION EQtJIPnNT p1 lfttnaiib�T7>Itlt+ll De�oMption. lfo�e1 Nta»eflNfr >ryla� ��' ��ly 1/� )MAIWG= FURNACFs, 9011IM01i PIREPLACES lfimba trans me"Numbew >l[aaublt 1..t TAPIK$ i>I W Kuy Nmt>tai Capsetty Ty"ZAP" Name at Serial stat! Dlassus/sets Contatrlstl A No. 9 CITY OF 1*&aae Dead 716 OCEAN BOULEVARD -- -------- -- ---- ----- P.0.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 April 11, 1983 The City of Atlantic Beach Atlantic Beach, Florida TO WHOM IT MAY CONCERN: This is to advise that Louise Wade, 1919 Mayport Road, Atlantic Beach, does hereby enter into an agreement with the City of Atlantic Beach to pay an amount of $201.25 per quarter on a sewer connection charge for 1919 Mayport Road until the total balance due of $805 is paid in full. The quarterly payments will begin on July 1 , 1983. Signed: V — Witness Louise Wade ATTEST: Adelaide R. Tucker City Clerk n . ,. f < 47 7 (4 /° DAID I ,\ FMI CI it G7 A il-'.'1 i ) C l C., T) ON PLII 'JI I•S r I .�A C) i Y�G�{�;:�l' ('»PAT) O'1AL LICE- N0.- -- STATE CLRIIFICAIE E' r PE OF t:=S SE PS i E R I-: i L RS i H Fus —D 11S SH ERS D) S:OSALS �J_\JJL INIS IIi.JI J 1•.'1.x. 111\� } t;SiAi LATI CN C; P!U :31 t;3 �N'D FI K URES ;•;UST BE ) N kw RD,'.t.CE Wi iri THE. r10ST i--:_C'_;1T FD) T) ON C; -P ST,,`,E=.RD PLIC31 h:5 CUDE. C!T Y Gr ATI ATI- gE CN BUILDING GFFICE 3 1983 February 22 , 1983 City of Atlantic Beach 716 Ocean Boulevard Atlantic Beach, FL 32233 Gentlemen: My name is Louise Wade and I reside at 1919 May- port Road in Atlantic Beach. I am writing this letter to request a connection into the city sewer system. Currently, it is my understanding that the cost would be between $800 . 00 to $900 .00 . I am unable to make this payment in one sum. Hopefully, the City of Atlantic Beach would al- low me to make quarterly payments in conjunction with my water bill. Awaiting your reply. R Sincerely, Louise Wade (904) 249-7892 /n 0 LA l S 900 SEMINOLE ROAD -- - ATLANTIC BEACH,FLORM4 32233-5445 PFit g �...t c r� TELEPHONE(904)247•SWO FAX(904)247-SM 1 ober 15, 1994 ih r y .,.. it you are the owner of the following ty of Atlantic Beach: Road It has come to our attention that the assigned house numbers are not permanently attached to your home. This is required by Chapter 6, Section 108 of the Code of Ordinances of the City of Atlantic Beach. The absence of these readily visable numbers is a detriment to your safety should you require police, fire or medical emergency services. I urge you to install 3" high numbers easily visable from the street by day or night. Sincerely, Karl W. Znewald Code Enforcement Officer KWG/pah cc: City Manager DEPARTMENT OF BUILDING C p CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. J Q 58 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 5/4 19 83 Valuation$ PLUMBING Fee$ 13..50 This permit not valid until above fee has been paid to City Treasurer,and is50 y subject to revocation for violation of applicable provisions of law. M*SO K 1 q 5 This is to certify that JOHN i100N PLUMBING CO��b 1 1 15/ 4/13 r54 has permission to INSTALL NEW SEWER 1 I'6f11) Classification S j nT[_:uq. EA111 y Zone RG2 Owned by LOUISE WADE Lot Block S/D House No. 1919 MAYPORT ROAD According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE — 10 4 — 0 O Building material,rubbish and debris - from this work must not be placed in public space, and must be cleared ups d away by either con- trac r r o ner. i Building Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER i CITY OF 1*&a4c Fe4d - 9&ud4 716 OCEAN BOULEVARD P.O.BOX 25 ��- ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 June 12, 1986 Pre-Service JEA 233 West Duval Street Jacksonville, FL 32233 The following final inspection has been made and is satisfactory: Permit #4944 - 1919 Mayport Road Permit issued to R $ R Electric Sincerely, Hilary Thompson Building Department CITY OF r4,tlut#� Be4CA-AM".& Office of Building Official �(} REQUEST FOR INSPECTION //`/�` Date 1 r `� Permit No. "r ` y �z Time / �.{) A.M. Received/ c/ P.M. District No. J 9� I o,�w'1��r� j"�GP• Job Address Locality Owner's -4- Name Contractor �y BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION M Mon. Tues. Wed. Thur!. Friday Inspection Made Inspector Final inspection Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA 1 �1 Approved by APPLICATION FOR ELECTRICAL PERMIT � TO THE CHIEF ELECTRICAL INSPECTOR: DATE. 619 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IWACCORDANCE WITIA THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. . 0 R & R Electric Co. ` ELECTRICA^, LFIRM• MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME Bell ADDRESS: 1919 Mayport Rd. RFD BOX BLDG.SIZE BETWEEN: RES.(X) APT.( I COMM.1 ) PUBLIC 1 i INDUS.1 1 NEW l ► OLD ( I REW.( ) ADDITION( ) TRAILER( 1 TEMPA 1 SIGNS ( ► SQ. FT. SERVICE: NEW( ) INCREASE(x) _ REPAIR ( 1 FEE CONDUCTOR SIZE AMPS v20o COPPER 1 ALUM. TCH OR BREAKER `�o vAMPS PH 3 W ///rVOLT Z--3-O RACEWAY SS.0 D UX ST.SERV.SIZE /co AMPS / PH 3 W //I- VOLT }30 RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMP"' . ^31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, OVER APPWANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS'' ' AMM CELL HEAT: KW-HEAT P 0.1 OVER MOTORS H.P. VOLTAGE PHS NO 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600.V. OVER 600 V. NO KVA I I NO. 1KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER, EACH SIGN, FORWARDED TOTAL FEES + Do CITY OF ATLANTIC BEACH 800S EMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 `r��9i31�r Application Number . . 06-00032146 Date 2/28/06 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . 64 SQ FT 8X8 SIGN Application description . . . SIGN PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------ ------------ ----------------------- RICKS USED CARS THE GREGORY GROUP, INC. 1919 MAYPORT ROAD 1015 ATLANTIC BLVD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 237-6655 ------------------------------------------------- --- --------------------- Permit . . . . . . SIGN PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. v Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT } 00 Seminole Road S. Doe A8tlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # �k—J2 /y(p Property Address: 9! / ?77.4 l/� /To*4 Applicant: Ort-a&&L- L?r6tL,9 Project: This permit application has been: E� Approved "eviewed and the following items need attention: i~LAZ Il_ LA-U-CC7( 2 .&. e & Please re-submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: Ml MAP SHOWING BOUNDARY SURVEY OF LOTS 1 & 2 BLOCK 21 ACCORDING TO THE PLAT OF D>ORNM*S REPLAT AS RECORDED IN PLAT BOOK 19 , PAGE(S) 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: RICK'S USED CARS, INC. , ATTORNEYS' TITLE INSURANCE FUND, INC. , OCEANSIDE BANK AND BUSCHMAN, AHERN, PERSONS & BANKSTON. siy�aws ROAD C411 1415 - - - - - - - _ _ . _ Of sOc. s�i�, 130,90' (R) L OT 3 �► �\ 1s• /0.5.0 es4e8 f 3o sf' (Ai) BLOCK 21 • -- 0.4• 75 0• STEPS :r • \ \ 13.4' 1.3• 0' v E 4 19.5' N 1 �� '* 22.2' � 78. Pi�i N A0.19,Y7 10.2• •_ �n 23.0' .. T 2 BLOCK 21 24.3• K sus s£R k.ccikc._ 4-• 0 g $ Mvoz` :.181' •. 2 1T� Q� 'V of of S72D,10f DMT DAVW 39.5' 1 h '8. N W � N fl 3 22.1' /1S1AI,. 1g LOT 4 AWL & DISK �3' 345• 30.9' BLOCK 21 LB.3672 .. -' /� �i LOT 1 BLOCK 21 M dl. • N N N p0. /2' _ 50• R DURDEN pygLT- 49.54((M) LB1048 155.77, (M) QO 155.Op' �1PJ �Ucav!LWr MENr BLOCK 20 Y 0 GENERAL NOTES: F�;�; � S 1. ANGLES ARE SHOMM ON THIS SURVEY 2.STRUCTURE N0. 1919 8 1937 SHOWN HEREON UES IMTHM Ft000 ZONE X AS BEST `• �� .� nFTFRUfNFn FUM FFUL FI nM UAPC OSuCI un t n&T n� 17-tont �Q �1 1 w Al 00 jl 0 IDRN t PK Lij _0 Z J h- V) x ' �� 'SLS- .� • • 4 • tom• 40 IP . a CN L r Q . a MAP SHOWING BOUNDARY SURVEY OF LOTS 1 & 2 BLOCK 21 ACCORDING TO THE PLAT OF DONNER"S RERLAT , AS RECORDED IN PLAT BOOK 19 , PAGE(S) 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: RICK'S USED CARS, INC. , ATTORNEYS' TITLE INSURANCE FUND, INC. , OCEANSIDE BANK AND BUSCHMAN, AHERN, PERSONS & BANKSTON. *4 s/MMONs ROAD 0 -- - - -- - - - - h Q �c.RsEaOIR 130.90' � L85488 ) LOT 3 1.5' X0.5. 130-61' (M) BLOCK 21 .s' �- 0.4' 3/4. 75.0' STEPS 13.4' 1.3' 19.5' (� 78.0' 1 g N W/12'FRIM£ -- 22.2' �i tai N NO-1937 10.2' a CONC. 23.0' 24.3' SOD STEPS T 2 BLOCK 21 ^'CONC. S •, *'OOD 18.1' .2 �• '� of �' 1.7- 10 f I Ste° 'y U DIRT DR&F O —WbOp b . p S P 1 82.8• NY `q 0.3 22.1' ti wN0.1g 1,,, 5.1.. �e�1 T► +� 19 LOT 4 °� 34.5• NAIL & 1.3' O 30.9' BLOCK 21 L.B.3672DISK �° � LOT 1 BLOCK 21 M y N N S. N Iro. P. 50' (R) 112WASP 49.54' (M) DURDFN N4LT - LB 1046 _ 155.77• (,W) CONC. QO 155.00' (RJ MONUAIFNT MONUMEW BLOCK 20 �,oOST S� GENERAL NOTES: J R E Y O S 1. ANGLE ARE SHOWN ON THIS SURVEY 02.STRUCTURE NO. 1919 k 1937 SHOWN HEREON UES WITHIN FLOOD ZONE-L AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO--l— DATED 04-17-1959, ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUNO FooTWNGS, Lu LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. s s JACKSONVILLE. FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, ' TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. i O S S V CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. HEREBY CERTIFY THIN SURVEY WAS DONE UNDER MY LEGENDOAB®IIEVIATIONS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C.=POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER -ASSOC.SURVEY' OR L.B.5488 P.T. =POINT OF TANGENCY E.B.=ELECTRIC BOX 61G17-6 ORIDA ADMINISTR :ON0DE;,-lCHAPftR 47 F.S. G FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE X CROSS CUT OR DRILL HOLE BY: C/L = CENTER LINE R/W= RIGHT OF WAY (R) = RECORD (M) - MEASURED CONC. = CONCRETE B.T.= BUILDING TIE! CHA ES . HATCHER MRIDA CERTIFICAT N0. 3771 R. =RADIUS L- ARC LENGTH A\C =AIR CONDITIONER (E.T.) = SAVE TIE CHARLES L. STARLING 'FLORIDA CERTIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK Co =WATER METER 1.0,= UTILITY POLE' RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 D.R.V. -OFFICIAL RECORD VOLUME P.EO. =POOL EQUIPMENT -►= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.--OVER HEAD UTILMES CH = CHORD WJOBNO. 32854; 35467 DATE 04-07-2003 B.R.L =BUILDING RESTRICTION UNE X-X CHAIN LINK FENCE BTN. a BETWEEN E.T. =ELECTRIC TRANSFORMER & PAD UW-W WIRE FENCE D-0 WOOD FENCE E: 1 = 30' DRAFTER A. KINSMAN J.EA. -JACKSONVILLE ELECTRIC AUTHORITY C do R = COVENANTS h RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SFAI OF A FI ORIDA IJCFNSED StIRVFYOR AND MAPPER Rug 17 05 14: 10P _ p. 1 t� CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION Date: ' �_f oh Address:, �� - --��7 �A'' /C L— Owner's Name:-P- / � 44611 � p�p- Z Address: gk6a l 54,k Phone: r Legal Description: Block Number: j2-L_--Lot Number: j j2t:x�,__.Zoning District:�p/JIN C/CS /►`�jP Contractor: _� �� , -� fJ -X— Mate License Number: 6";,r— Address:��t�i- SSc _` � - -- Phone: _ 237-Cdn' 5 T- City: _Z :. 1 ___SLI tate: C,Zip: 12_ Fax: ��do� Electric Permit Required? :ff Yes* Q No *Electrical Contractor; Dimensions and total square footage of sign: Please provide two(2) copies of application and the i7ollowing required information: 1. ror all "reestanding Signs, include survey or site plan showing location of proposed sign(s)., and all dimensions including height and distance from property lines or right-of-ways. For Wall, Fascia and ether types of Signs, include elevation drawing;showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office, business or storefrcrit,or entire building, as appropriate. 3. Provide completed owner's authorization forth if applicant is other than property owner. d. Other information as maybe rec tired by Chapter 17 of the City of Atlantic Beach.Municipal Code. 1 hereby certify that all infomatioh provided glTcation is correct. ,... �✓',r' _ Date: /') Signature of 0w _ _--- ------ -- ►� I hereby certify that I haver d exa'inined this application rand know the same to be true and correct. All provisions ofthe laws and ordinances govertrhig-wt's',type of work will be complied with,whether specified herein or not. The granting of a permit does not pretsume to give authority to to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances, or laws in any manner,inciuding the governing of construction or the rerformance of cc.struction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. G j Signature of Contractor 800 Seminole Road -Atlantic Beach,Fiorida 32233-5445 Phone: (904)247-5800 . Fax: (904)247-5845 • http:/rwww.ei.atlantic-beach.fl.us 'Page 1 Rcviwd 1/30/0 - Rug 17 05 04: 10p P. 2 Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing AUress: P Phone: qc 4_94_ -833J__FaX: 4 E.maii: —----- AS TO OWNER: )�\,r Sworn to and subscribed before me this day of 2,0'3\..o State of Ftorida,County of Duval TraceyB. Glawe Notary's Signature: commission#DD446946 V,of Expires June 30,2009 ❑ Personally known OF IZY5 Sorded Troy Fain-Insurance,Inc 800-385709 Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribud before me this day of 20&6 State offlorida,County of Duval Notary's Signature: Personally known Produced identificaiion r°`"0. Ii'Ry Pot BRENDA J.FRAZIER T)W of identification produced MY COMMISSION#DO 275126 EXPIRES:December 21,2007 e,,ill"i' Bonded 7bruBudget Notary Services 800 Seminole Road -AtIgntle Beach,Florida 32233-5445 Phone: (904)247-5800 Fax; 19041247-5845 http://,.v,,vw.ei.attitntic-bericii.n.us Page 2 Revised 1130/03 + 4 f } -- -- ---- --- - ------ - 120" - --- -- --- -- - 96.00" -- - -- I g, g Steel Sign anOor 12" 12.00" 24" 24"dia Footer 49" deep --- Stucco Banding --- - Existing Sign to be relocated to Mayport Road eel 4" - - Existing Sign to be�Ielocated to Mayport Rd. i 1 Rick"s Used Cars We Finance 247-1728 - -- -- 9�" 3tucxo banding ------------, 0% Intrest Loans erving the Beaches for over j I 15 Years i Grade ' — ---- 8x8 Steel sign anchor 3s" 1 I { I � I j 24" Dia Concrete footer i } 24„ ! �c�L Ap c--) NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you th t improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following inforn iation is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being imp owed: L,., 1 4- a �.- - Address of property being improved: &1CJA,-7TTC— CC_ 3 4233 General description of improvements: t RV ei Owner: 5 Address: (/" j6E Ji Owner's interest in site of the improvement: Cr.3 f Y 5 Fee Simple Titleholder(if other than owi ier): f Name: Contractor: 2 i©t 5 EL _,52 Z 33 Address: Telephone No.: Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: - /T -},0" �[)C�' �' �� ( Phone No: - EJB% f 7#Fax No:�� 0 i Name of person within the State of Flo other than himself, designated-by-owneruQon_whom notices or other_documents_may_be served: Name: Doc#200544.3819,OR BK 12926 Page 2239, Number Pages:1 Address: Filed&Recorded I ZD6/2005 at 12:30 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Telephone No: Fax No:_ RECORDING$10.00 In addition to himself, owner designat s the following person to reo 713.06(2xb),Florida Statues. (Fill in at wner's option) Name: Address: Telephone No: Fax No: bi Expiration date of Notice of Commence ent(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S US E ONLY OWNER Signed: Date: 1 Before me s Il _in the County of Duval,State Of Florida,has pens na ppeare Notary Public at Large,State of Florida,County of Duval. My commission exp "• Be F. holtz Personally Known: or MYCOMMISS N# DI 257308 EXPIRES Produ dIdentificati�ojn: November 1 2007 BONDED 1}IRU TROY FAIN NSURANCE INC. M Y TLE f M (12.9) 1�•5 � .... , �.�. ;' d d d aJ (anop MAP SHOWING BOUNDARY SURVEY OF LOTS 1 & 22, BLOCK 21 ACCORDING TO THE PLAT OF D�O[NNER*$ REPLAT AS RECORDED IN PLAT BOOK 19 , PAGE(S) 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: RICK'S USED CARS, INC. , ATTORNEYS' TITLE INSURANCE FUND, INC. , OCEANSIDE BANK AND BUSCHMAN, AHERN, PERSONS & BANKSTON. RVA 0 O� Assoc112' RFaR . sL/Rv 130.90' (RJ LOT 3 LB54B8 /0.5' 1.30.61' (M) BLOCK 21 ` 0.4' O� 107& �- 3/4• 0 75.0. :r O ,•• �p�dl, cGWc. 0��\\ STEPS PHOVV.� E ORY R )?ISER78.0' � -1AM,- CZi � h 22.2' NO9Tjj0.2' 23.0' LOT 2 BLOCK 21 \ 24.3' fk7OD sTEPs CABLE ORS Zr �fy cONc. i l 4•• •, SOD .18.1' � .2 1.7' 10 f STEP DIRT DR&E 39.5' STORY N ti re 0.3 22.1' • h ..y6 w SHOLOT MALL 1.3$°moo /�� 5 �s BLOCK4 DISK �o LOT 1 30.e� 21 L.B..3672 �..: �°'�-o i i BLOCK 21 4.5ui '� i7 y N pro. 50' D RDEN ASPyALT: " gP. 49.54' LB1048 155.77' (M) CNC O . — QO 155.00' tIR AIONUM[7VT BLOCK 20 AIMUMEW CN�� E Y 0 GENERAL NOTES: J 9L R S 1. ANGUS ARE SHOW M THIS SURVEY r� 2.STRUCTURE NO. 1919 & 1937 SHOWN HEREON UES WITHIN FLOOD ZONE AS BEST C DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NOEL_ DATED 04-17-1989. SSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, w LAND & ENGINEERING SURVEYS PIPES AND UTIUTIES, IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BLANDING BOULEVARD LOCATED BY THIS SUR Y. a S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 13? 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, ', D OCERTIFICATE OF AUTHORIZATION NO. LB 0005488 TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. S S y THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL. 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. HEREBY CERTIFY THIS SURVLY WAS DONE UNDER MY LEGEND/AEORMAT10NS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. =POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY' OR L.B.5488 P.T. =POINT OF TANGENCY Ell=ELECTRIC BOX 61 G1T6LORIDA ADMINISTR YON :DECHAP R 47 F.S. G FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W=RIGHT OF WAY' (RD ( ' CLENGCONC. BUILDING ES . HATCHER RIDA CERTIFICAT N0. 3771 R. =RADIUS L- ARLENGTH \C =AIR CONDMONER (E.T.) UEAVME CHARLES L. STARLING LORIDA CERTIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER meg.= UTILITY POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT -►= GUY ANCHOR P.R.M.=PERMMIENT REFERENCE MONUMENT -O.U.--OVER HEAD UTILITIES CH = CHORD JOB NO. 32854; 35467 DATE 04-07-2003 B.R.L =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE BTN. — BETWEEN E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE D—O WOOD FENCE SCALE: 1" = 30DRAFTER A. KINSMAN J.EA —JACKSONVILLE ELECTRIC AUTHORITY I C & R = COVENANTS A: RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SFAI OF A FI ORIDA IJCFNSED SURVFYOR AND MAPPER CITY OF ATLANTIC BEACH Cc: BUILDING /ZONING DEPARTMENT 800 Seminole Road H' ins I1 Doerr Atlantic Beach,Florida 32233 sem?r (904)247-5800 =` (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Q� - g2 / 4/ (p Property Address: ! 9 -1'0,4 y'0oz f �d Applicant: ll i 4/V Project: 16 -n This permit a 'cation has been: A proved o Q� Rev' e a g ite ion: !� AlO t,� 2. S e i Please re-submit you pp ation when these items have been completed. Reviewed By: Date: Zy Date Contractor Notified: f a- �- PALM ' t NC A O �- �� !! H 11 - Q _ �f CIO cQ H.P.--• _":.' . (13.1) 7" EL.= � 1) E Y 3" 11 MYRTLE 3" ) 4 / c I Q � / pRAINAGE WAY/ Z- ty ofntic B .ch AK onin _,epart nt 1 v plian•; with a 11cabie tMt! su vlsto and er I at to w ` • ns, bu does cone t"lsi, f t ance permi Com DOa da 8 Co, ., and a ther a li0s ._1 low tat® Fed rer ing re ire be ve by �re f the Of 3 a0h 8 'd 0 i p to t ads MY TLE Ildln Q Ar oved M CN; N 12,.5 c `� ✓ d d d d -- -- - __ - - 120" - --__-- - ---- - _-- ----___ 96.00" - � I I I I 1--811 8" Steel Sign anchor 12" 12.00" 30" i 4 - 30"dia Footer 60" deep -- Stucco Banding Existing Sign to be relocated to Mayport Road LEE J.ENGINEERING,INC. JAE Y.LEE P.E. 10381 CYPRESS LAKES DRIVE, f f CKSO , ,FL 32256 904-19n1913AE.E.31278 t4kvvl,� I cI � �d- i Existing Sign to be elocated to Mayport Rd. 4" Rick's Used Cars i iI We Finance 247-1728 0% 1 ntrest Loans Serving the Beaches for over j 15 Years Stucco banding i I i � Grade 8x8 Steel sign anchor i 2-3/4" Dia. Threaded Rod, 4" Projectioi 60" 30" Dia Concrete footer - -- 30.W' 30 TS8x8x1/4 �-- / 16" 3/4" Dia. Threaded Rod i #3 Stirrups @12" O.C. LEE J. EEIiN E* INC. !-o f�� JAE Y.Y.LEE P.E'. -- (4)#5 Vertical Rods 10381 CYPRESS LAKES DRIVE, JACKSONVILLE,FL 32258 904-519-1934 P.E.31278 GENERAL STRUCTURAL NOTES 1. Codes: Florida Building Code 2004, American Concrete Institute and American Welding Society. 2. Wind Loads: See Wind Load Notes 3. Allowable Soil Bearing: 2500 psf 4. Soil Compaction: Soil under slab on grade and foundation shall be compacted to 95% modified proctor max. dry density (ASTM D-1557). 6. Materials: Concrete( Normal weight-28 days) 3000 psi Reinforcing Bar ASTM A615, Gr 60 Welded Wire Fabric ASTM A185 Anchor Bolts ASTM A307 or A36 Welds AWS E70 or E60 Tube ASTM 500 Gr. B Wind Load Notes: Codes: Florida Building Code 2004 and ASCE-7-02 Basic Wind Speed: 120 mph (Wind-Borne Debris Zone) Wind Importance Factor: I = 1.0 Building Category: II Wind Exposure: C Enclosure: Open Sign Pressure Coefficient Cf= +1.2 Wind Pressure : 29 psf i LEE J.ENGINEERING,INC. JAE Y.LEE P.E. v Gk� 10381 CYPRESS LAKES DRIVE, JACKSONVILLE,FL 32256 ,/�� 904-519-1934 P.E.31278 17 05 04: 10p p• 2 Address and contact information of person to receive all correspondence regarding this application(please print). 5 4 'z t�2- 'Name: -_�•G — -----____ !vtailing Address: Phone: 04ri 4�:SV Fax:_qqj--247-a _.E-mail: AS TO OWNER: \ Sworn to and subscribed before me this-� ----day of Stale of Florida,County of Duvaltpy . fn;(�;P�eTrac ye B. GlaweNotary's Signature:Comssion#DD446946 Personally known oa Expires June 30,2009 Produced identification �� . .. 1�OF;15 a�dTmyFain-hm""C ft 800-.3e&7°19 Type of identification produced e" AS TO CONTRACTOR: Sworn to and subscribed before me this L�6 AA--�day of ,200-6 State of Florida,County of Duval Notary's Signature: Personally known Produced identification �►a�w Type of identification produced 2°;•••; 1310M J.FRl1 M * * MAY COMMISSION#DD 275126 EXPIRES:Dwedmr 21,2007 �'+,F��O� BawNd Thtu Budget Ndaty Savia�t 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone. (904)247-5800 - Fax: (904)247-5845 - hitp://www.ei.stiontic-beact.�.Il.us Page 2 Revised 1/30103 F1 u C 17 05 'L 4: 10 p - P. 1 A r ..'. CITY OF ATLANTIC BEACH SIGN PERMIT APPLICATION Date: Coto Address: Owner's Name: /UC A - K Z-/z Address: 9,60 �j S �„ r�til ifs�1� Phone: � Legal Description: Block Number: Lot Number: Zonin District: D/V IVYiCS ��P — — g Contractor:`-l-z G `, J State License Number: C- _� �7 Address: � Phone: 90� 23?- `� 5 City: t Stater_Zip: Fax: 9-4 24-(o—GdoV Electric Permit Required? Iff Yes"❑ No *Electrical Contractor: Dimensions and total square footage of sign: r Please provide two(2)copies of application and the following required information: 1. For all Freestanding Signs, include survey or site plan showing location of proposed sign(s), and all dimensions including height and distance from property lines or right-of--ways. For Wall, Fascia and other types of Signs, include elevation drawing showing location in relation to adjacent signs, mounting detail and type of illumination, if any. 2. Provide linear frontage of office,business or storefrcnt,or entire building, as appropriate. 3. Protide completed owner's authorization form if applicant is other than property owner. d. Other information as may be required by Chapter 17 of the City of Atlantic Beach Municipal Code. I hereby certify that all inf7.,ati"M provided J cation is correct. Signature of Ow r �"-` Date: I hereby certify that I have r d exdinined this application and know the same to be true and correct, All provisions of the laws and ordinances goner his 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'Jr local rules,regulations,ordinances, or laws in any manner,including the governing of construction or the performance of construction of the property. 1 understand that the issuance of this permit is contingent upon the above information being true and correct and that the plays and supporting data have been or shall be provided as required. Signature of Contractor: _ Date: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5500 - Fax: (904)247-5845 - http:tiwww.ei.atiantic-beach.fl.us 'Page 1 Rc%isW V30103 MAP SHOWING BOUNDARY SURVEY OF LOTS 1 & 2 BLOCK 21 ACCORDING TO THE PLAT OF DONNER*$ REPLAT , AS RECORDED IN PLAT BOOK 19 , PAGE(S) 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: RICK'S USED CARS, INC. , ATTORNEYS' TITLE INSURANCE FUND, INC., OCEANSIDE BANK AND BUSCHMAN, AHERN, PERSONS & BANKSTON. 51A MPAKS ,90A0 as 112-RER4R ASIoC. SUR 130.90' �R� Za LOT 3 �+ �\ 1.b• /o. O1.3o s1' M BLOCK 21 �' 1 �� ______ _-.-._. _ 314' STEPS 1 13.4' • 19.5' 78.o• N N 44•/12•AE 22.2' Afo 19.37 'la h moo• T 2 BLOCK 21 243' 'IN-It :;15.1• 9 v4 CoAAc'T� ;. 4-L70D 151' 1.r rxa'r° z �l 39.5• Sp 1 8• srgRY v p 3 22.1' LOT 4 DVSKa• LOT 1 so.9' BLOCK 21 LB.3672 ._ •tee., i BLOCK 21 h M N R 50• DUA'D£N 49.s4' !4Sp T_ 9.54 t(M) Lalm -M 77 �O 155.00' KRB +uo�vcavr BLOCK 20 v C Y O ,Q GENMAL NOTES= J S 1.151461.6 ARE NN ON IM SURVEY y 2.STRUCTURE NO, 109 A:1937 SHOW HEREON UES WTHiN FLOOD ZONE-L AS BEST A nFWRUjWn FWW FFLA 173MV1 I,AM DAM11 ►1/1 1 CITY OF ATLANTIC BEACH WELL PERMIT APPLICATION x�J,tl�` Date:- Job Address: ley Ccl �0fm,, --r Owner of Property: .}--e Z i 2- .��5 L t:� CtA+-`, Owner's Telephone: g47— 17� C7 Contractor: 7 Contractor's Address: tit 5'- �47`Lr��`r�.� t3Zz,73 Telephone: Z?OU -=37 Fax: Is well to be used for drinking purposes? Any person, individual, corporation 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. ➢ A reduced pressure zone backflow preventer must be installed on the City water service on the customer side of the meter. A certified tester must test the backflow preventer and a copy of the results sent to Public Utilities. Department Notes: I agree to comply-wegulato fated herein: Sfg 6ae Dat 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800•Fax: (904)247-5845 • http://www.ei.atiantic-beach.fl.tis Revised 6/25104 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032404 Date 2/28/06 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . INSTALL WELL Application description . . . WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------- ----- ------------------------ RICK' S USED CARS THE GREGORY GROUP, INC. 1919 MAYPORT ROAD 1015 ATLANTIC BLVD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 237-6655 ---------------------- ------------------------------------------------------ Permit . . . . . . WELL PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILD ''OFFICIAL 11 rN 11 S1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032145 Date 2/28/06 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . STANDARD STOCKADE 6FT Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4000 Owner Contractor - - -- -- - ----------- ------ ------------- ----------- RICKS USED CARS THE GREGORY GROUP, INC. 1919 MAYPORT ROAD 1015 ATLANTIC BLVD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 237-6655 -- ------- --------------------------------------------- ---- ------------------ Permit . . . . . . FENCE PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due -------------- --- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 4 BUILDING?OFFICIA,L` '". CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT D. Ford HJ 2 ' z 800 Seminole Road L. Doerns Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # e� - 52 qS Property Address: Of rf o p r Applicant: g g -?-n#yeD r r Project: This permi p ication has been: /^ Approved �� _!/ ed ae folioems nee . iW - RX� Z• G • o 71 007Mnene, x.7.0 •0 Please re-submit you ap cation when these items have been completed. Reviewed By: Date: Date Contractor Notified: MAP SHOWING BOUNDARY SURVEY OF LOTS 1 & 2 BLOCK 21 ACCORDING TO THE PLAT OF D®NNER*S REPLAT AS RECORDED IN PLAT BOOK 19 , PAGE(S) 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: RICK'S USED CARS, INC. , ATTORNEYS' TITLE INSURANCE FUND, INC. , OCEANSIDE BANK AND BUSCHMAN, AHERN, PERSONS & BANKSTON. sMA10*5 /9p q,0 4Q, 12-AEa4R AtssoC 130.90' KR) LOT 3 '�► �� 1.s /05. 9. 13061' (Af) BLOCK 21 ` 0.4' O75.0. CLyyG STEPS ' \ 19.5' N E 79.0• 22.2. R w /12 A10-19J7 10.2' iftCONC 23.0' _ ua►i 24.3' K T 2 BLOCK 21 � STEPs �•�� • ' R/SER ` ;18.1' ti .9 g h �� •� �. ,. --..._ X00 :.18.1'- 10:t STEP 2 D/AT DAYW K wd l 39.5. CRY N 0.3 22.1' ti g19 LOT 4 AW1.3' 34.5• ti BLOCK 21 LB.3672 �� i LOT 1 BLOCK 21 30.9' 4.5 , 112' .- . . ., 50' R D1/RDEN . L81048 155.7,- (Al) Md fNarb+ - •(�� 155.00' �R 11+k"W"w o wm °"ww BLOCK 20 a tvt=ton r Zd ottrst teoat tend dMWW"M f"Wa tone,'bei do" pot o"itute OsQs � ence WW ON aappplICA► INW, Sh" fad Fod*Ml parft ft "Iramenta �'► mat to vstifted etgnatunt of the City of Atlantic �ou"no t�/,-tot 10 ttN of a V E Yo d .3 R S 1. ANGLES ARE StlON C2 A 2 SIMCIURE N0. AS ffST �► a �� me w nFTFRU1NFn FRAU F.F.YA- FIrMn UAPC PANE► Mn i nATmo4-17-1989 rl��hj ,, �. �` cam. t'1 �j �Pkl�c 7� �'IR►E-N �� •r-3�► A.T1'cA2 t,.�,af1.1 r+ ��Dr ��.. � �� L1r�' N C`i F'EJJt-� �(j� t1� �li of�-(� /i r►�� rcr.�Ji't�"r �Bne;�-' �it' f-1 C�L �- � l+E✓�. (;� C�r�=-: S� �(,�� Cv� 7 PA MAP SHOWING BOUNDARY SURVEY OF LOTS 1 & 2 BLOCK 21 ACCORDING TO THE PLAT OF DONN *8 REPLAN" AS RECORDED IN PLAT BOOK 19 , PAGE(S) 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,' FLORIDA. CERTIFIED TO: RICK'S USED CARS, INC. , ATTORNEYS' TITLE INSURANCE FUND, INC. , OCEANSIDE BANK AND BUSCHMAN, AHERN, PERSONS & BANKSTON. ><?m RVA,D 112'fiEMR wv Lasses 900 KR,) LOT 3 05' 131751• �,�) BLOCK 21 � 0.4' O �� ^---- — 314' y ,3 25.0• cavc. "� ;, °' ,ice VEPS 13.4. 1.3' 19. 9fl� _ 1 5 78.0' W 22.2' 4 v ^� Np 1937 10.y CONC 23.0' him 24.3' n S7ZPS 2 BLOCK 21 -colic' O�� $ 1+goo ~isr� .2 m� OMT ORfW v 0 E?8' ge 'v 0. 22.1' � �g' m LOT 4 AWL T.3'`. 3sy 30.9' BLOCK 21 Lexis -: �.. mo LOT 1 BLOCK 21 112'DURDFA&A t 49-54' (y Hvt r: 155.77' LB1O48 QO 155.490 0 �R1 A,o�rtnliEnlr ,WWW IBLOCK 20 sT s>� 1iENMAL MOTESs E Y p R 1. ANQ0 ARE SHOWN ON 1M5 SJRYEY 2.STRUCTURE NO. 1919 1237MM_94 HEREON UES VATHI4 FLOOD ZONE X AS BEST A ��. ^�•��r.�u..�. •aw IIFTFRNIMFII FWW FFYA RnM YAPQ PAUR NA t mann]-97-7QR0 wcl-t+tN it1 ot rf,(�I,e►C . t- v r ,,� ICI,' - ��( c-4 . nc f ) e c z' 2x6 PT top Rail I 2x6 PT mid rail 00" 36.ooll 14.09' Grade 24.00" j - 6-8" Butt Wood Piles - Pile Spacing 6' 0.C. Y MAP SHOWING BOUNDARY SURVEY OF LOTS 1 & 2 BLOCK 21 ACCORDING TO THE PLAT OF D0NNER"$ REPLAT AS RECORDED IN PLAT BOOK 19 , PAGE(S) 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: RICK'S USED CARS, INC. , ATTORNEYS' TITLE INSURANCE FUND, INC. , OCEANSIDE BANK AND BUSCHMAN, AHERN, PERSONS & BANKSTON. SAM fOAK,s Jg0AO l ;b 112' R,6841? ASSOC suRv L85488 130,.gp (R(R,) LOT 3 �\ 1.5' r0.5'0.91 130.61' (y) BLOCK 2 k% 10, 75.0' ----- STEPSQ(s ' sro19.5, m aR1SER 78.0' o1Q= N %12'EAb£S °22 .2' U U N N0.1937 10.2' ;h 23.0' 4w LOT 2 BLOCK 21 24.3' NbCD s rps ris '" CABLE ;18.1' .9 -1 R1SER Q WOOD .2 1.7' DIRT 0D o STEP RIDE 82 8' 1 STORY NO ~ .3 22.1' � NAIL dt 1 3,�0� 34.5• w LOT 4 DISK °� ,o / , LOT 1 BLOCK 30•s' BLOCK 21 LB.3672 Cly o\.O 21 y N ui 10 CA. . Pl N p0. D RDEN ASP,cT: " �9. 49554'((M) LB 1048 155.77' (M) Co Q� .1550o, (R) MONUMENT AIDjyCt7VT BLOCK 20 J feces a -� ,�. `l�T ScCJQ�i� 1-c1-�Cc Luc:-JsT�G� Q N E Y O GENERAL NOTES: J S 1. ANGLES ARE SHOWN ON I%SURWY 2.STRUCTURE NO. 1919 do 1937 SHOWN HEREON UES WITHIN FLOOD ZONE X AS BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO 1 DATED04-17-1989_ ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOIINGS; w LAND 8 ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT +— 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY. .t S JACKSONVILLE, FLORIDA 32210 S.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC ? 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS_ v 0 S CERTIFICATE OF AUTHORIZATION NO. LB 0005488 TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC. S V THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. Ns E81lb/AB®RLVIATIO p DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C.=POINT CURVE C(ND = COVERED IO STANDARDS FOR LAND SL1F'VEYING PURSUANT TO CHAPTER "ASSOC.SURVEY' OR L.8.5488 P.T. =POINT OF TANGENCY ES.=ELECTRIC BOX 61G17-6 LORIDA ADMINISTR�ION LODE CHA R 47 F.S. 9 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ��//�J ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W= RIGHT OF WAY' C ES HATCHER RIDA CERTIFICAT N0. 3771 (R) =RECORD (M) MEASURED CONC. = CONCRETE B.T.= BUILDING TIE R. =RADIUS L.- ARC LENGTH A\C =AIR CONDITIONER (E.T.) - EAVE TIE' CHARLES L. STARLING LORIDA CERTIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER '49.= UTIUIY POLE LSCEALE: AYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT -►= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES CH = CHORD 32854; 35467 DATE 04-07-2003 B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE BTN. -BETWEEN 1" = 30' DRAFTER A. KINSMAN E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE D—D WOOD FENCE J.EA. —JACKSONVILLE ELECTRIC AUMOR17Y C do R = COVENANTS & RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL_ RAISFD SFAI OF A FIORIDA LICFNSED SIJRVFYOR ANT) MAPPER Sec. 24-155. Establishments Offering Dancing or Live Entertainment. If at any time the City Commission shall determine, based upon procedural due process, that the Live Entertainment, for which a Use-by-Exception has been issued, constitutes a public or private nuisance, is not in the best interests of the public, is contrary to the general welfare or has an adverse effect upon the public health, safety, comfort, good order, appearance or value of property in the immediate or surrounding vicinity,then the City Commission may, upon such determination, revoke, cancel or suspend such Use-by-Exception and related Occupational License, and any person or party applying for and receiving a Use-by-Exception for Live Entertainment is hereby placed on notice that the Use-by- Exception may be canceled, revoked or suspended at any time pursuant to the provisions of this Section. Every Use-by-Exception hereafter granted for Live Entertainment shall contain a recitation upon the face thereof that the same is subject to revocation, cancellation or suspension for the reasons stated in this section. Sec. 24-156. Exceptions to Height Limitations. Upon specific application, the City Commission may make exceptions to the limitations and restrictions on Height of Buildings or Structures only within the CL, CPO, CG and CBD, ILW or PUD Zoning Districts, provided that in any instance wherein such an exception is granted, the City Commission shall prescribe the maximum allowable Height of the Building or Structures involved. Sec. 24-157. Allowable Height of Fences and Walls. (a)Within Required Front Yards,the maximum heieht of any Fence or wall shall be four(4)feet. (b) Within Required Side or Rear Yards,the maximum height of any Fence or wall shall be six(6)feet. (c) On Corner Lots, no fence, wall or Landscaping, exceeding four (4) feet in height, shall be allowed within ten (10)feet of any Lot Line which abuts a Street, provided however, that clear vehicular and pedestrian sight distance shall be maintained at any Street intersection. (d)The height of fences and walls shall be measured from grade to the top of the Fence or wall. Where a Fence or wall is erected at the junction of properties with varying elevations, the height of the Fence or wall shall be measured from the side with the lowest elevation. The use of dirt, sand, rocks or similar materials to elevate the height of a Fence or wall on a mound is prohibited. (e) The maximum height of retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet shall separate retaining walls designed to add cumulative height or increase site elevation. Sec. 24-158. Guardhouses and Security Buildings. (a) Guardhouse or security Building shall mean any Structure designed, built or used exclusively for the shelter and on-duty accommodation of persons engaged in the protection, guarding and security of persons and property. Initial Effective Date: January 01,2002 Last amended April 11,2005 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-05-186 74 right-of-ways along Mayport Road and Atlantic Boulevard, in those Zoning Districts designated as Commercial General (CG), Commercial Limited (CL) and Commercial, Professional Office (CPO). The Commercial Corridors shall also include the right-of-ways, and in the case of a single Development Project within the Commercial Corridor, which involves parcels contiguous to the defined Commercial Corridors, these requirements shall apply to all land that is part of such Development Project. (c) Building Form and Finish Materials. The following general provisions shall apply to all Development in the Commercial Corridors. (1) Roofs, which give the appearance of a flat roof from any street side of the building, are prohibited. Roofs may be gabled, hipped, mansard or otherwise designed so as to avoid the appearance of a flat roof from the adjoining Street. (2) Open bay doors and other similar large doors providing access to work areas and storage areas shall not open towards or face the Commercial Corridors. (3) The exterior finish of new Buildings, and also exterior finish alterations and additions to the front and any street side, or any side visible from adjoining residential properties, of existing buildings shall be of brick, wood, stucco, decorative masonry, exterior insulation and finish systems (EIFS), architectural or split-face type block, or other finish materials with similar appearance and texture. Metal clad, corrugated metal, plywood or Oriented Strand Board (OSB), and exposed plain concrete block shall not be permitted as exterior finish materials on the front and any street side of a Building. (4) Blank exterior walls facing the Commercial Corridors, which are unrelieved by doors, windows and architectural detail, shall not be permitted. (d) Signs. Signs shall be regulated as set forth within Chapter 17 of this Code, except that externally illuminated Monument Signs are encouraged. To encourage the use of such Signs, those Signs constructed of a solid material such as wood, masonry or high-density urethane, and externally- illuminated in a manner that washes the Sign in indirect light from a fluorescent ground source shall be entitled to a reduction in Sign Permit fees as set forth within Chapter 17-6. (e) Lighting. Exterior lighting shall be the minimum necessary to provide security and safety. Direct lighting sources shall be shielded or recessed so that excessive light does not illuminate adjacent properties. Light poles with luminaire that automatically cut-off after normal business hours is encouraged. Light poles without cut-off luminaire shall not exceed fifteen(15) feet in height. Light poles with cut-off luminaire shall not exceed twenty (20) feet in height. Proposed lighting shall be shown on all plans submitted for review. (f) Fences. The use of chain link, barbed wire, razor or concertina wire, and like fencing shall be prohibited in any Required Front Yard and in any Required Yard adjoining a Street. Where such fencing is otherwise placed on a Parcel, but remains visible from the Commercial Corridor, landscaping shall be installed which substantially conceals such fencing. Where such fencing, as described above is lawfully pre-existing, a period of four (4) years from the effective date of these regulations shall be extended during which all fencing shall be made consistent with the above provisions. Initial Effective Date: January 01,2002 Last amended April 11,2005 as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-05-186 85 CITY OF ATLANTIC BEACH 'l 1 FENCE PERMIT APPLICATION Date: PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Job Address: �� y� L i�iU7" C _1� & � Owner's Name: v Address: �(�/S �' � � Phone: Legal Description: Block Number: Lot Number: —Zoning District:__46A y .S e zf� Fence Contractor: C_ � Address: i,[jl �i'�At c.__ 2`� Phone: City:� t �.._ State:_�-(�Zrip:;?,?� Fax: Type offence and materials to be used: Valuation Of Fence: F ` 4-Interior Lot ;orner Lot ❑Dumpster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? &P If yes,please submit with this application. Tree Protection: CKNO. Applicant certifies that no trees will be removed for the installation of this fence. YES. Removal of Protected Trees will be required for this fence. 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. 1. Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) Address and contact information of person to receive all correspondence regarding this application(please print). Name:MailingAddress: a)t4FsATS 4:K-%c..., Phone: G")o Fax: �De(' '�ci�o E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 1 Revised 3/04/04 I hereby certify that I have read and examined this application and attached documentation 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 correct and that the plans and supporting data have been or shall be provided as required. //7 7 Signature of Owner: r"` Date: AS TO OWNER: Sworn to and subscribed before me o� 7 day of State of Florida,County of Duval Notary's Signature: YO-41 Personally known :ry a Betty F.loadho►tz MYCOMMISSION# DD257308 EXPIRES ❑ Produced identification ^*.' November 14,2007 Type of identification produc a BQNDEDTHRUTROY FAIN INSURANCE,INC_ Signature of Contractor: Date: —2_ ��_• AS TO CONTRACTOR: Sworn to and subscribed before me this day of State of Florida,County of Duval Notary's Signature: Personally known 2o'Pa P`.a�% BRENDA J.FRAZIER Produced identification * * MY COMMISSION#DD 275126 Type of identification produced EXPIRES:December 21,2007 N�9TFOF FA.IF Bonded Thru Budget Notary Services 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 3/04/04 I`Il`CI -- — 2x6 PT top Rail i C W' 2x6 PT mid rail { ! I 36.00" 14.00' i I Grade 24.W' - 6-8" BLft Wood Piles Pile Spacing 6 O.C. COPY MAP SHOWING BOUNDARY SURVEY OF LOTS 1 & 2 BLOCK 21 ACCORDING TO THE PLAT OF D>0 NNER`$ REPLAN' AS RECORDED IN PLAT BOOK 19 , PAGE(S) 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: RICK' S USED CARS, INC. , ATTORNEYS' TITLE INSURANCE FUND, INC. , OCEANSIDE BANK AND BUSCHMAN, AHERN, PERSONS & BANKSTON. S/�MO/�/S ROAD p - -- -- _ 112' 0C Stiu V 130.90' �RJ LOT LBS4e8 3 �► �` is /o.s'o s' 130.61 (Al) BLOCK 21 0.4' '- O� 0�3. 314 \� .0. 75.0. v STEPS o n h igi �tT i3.4' 1. Sd 1PHOI9.5' a R/SER 78.0' = iv Sw70RY�1AW 22.2' NO� Ws 937 10.2• h 23.0' 4w ' .. LOT 2 BLOCK 21 24.3' n Op CSTEP. CABLE �•.��. -1 R/SER 1 - O .^CONC. 14 "1;. • OQ $ kE710D - 18.1' DIRT DAYW 39.5' 8' CORY `� 0.3 22.1' • ' p'1 J A N N'HO 7A WSzo 5 1 NAIL �$ /� 34.5• LOT 4 DISK 1'3' °�o� moo/ LOT 1 30.9' BLOCK 21 L.B.3672 °�o , BLOCK 21 y N N �• (R) D RDEN ^ ASPyq�T' AFP. 49.54' (M) LB 1048 z 155.77' (,u) m QO 155.00' (R) MONUMENT BLOCK 20 J R E Y O R GENERAL NOTES: S 1. MNGLES ARE SHOW ON THIS SURVEY c, 2.STRUCTURE NO. 1919 A 1937 SHOWN HEREON UES%THIN FLOOD ZONE X AS BEST FROASSOCIATED SURVEYORS INC. 3.THSRMIISA°SURFFACE SURVEY NLY.APS THEPANEL EXTENT OF UNDERGROUND FOOTINGS;, o LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. �" 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r- 3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY S �,JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC r? 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS,, D O CERTIFICATE OF AUTHORIZATION N0. LB 0005488 TITLE, COVENANTS, RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES, ETC S S y THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIN SURVEY WAS DONE UNDER MY LEOENWAMNEVIATIONlS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C. =POINT OF CURVE COV'D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY' OR L.B.5488 P.T. =POINT OF TANGENCY EA=ELECTRIC BOX 61G17-6 LORIDA ADMINISTR ON ODE CHA R 47 F.S. o FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE BY: X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W=RIGHT OF WAY CH ES . HATCHER RIDA CERTIFICAT N0. 3771 (RR. =RADIUS (L)= ARC LENGTH ED \C C=AIRCCOONDITONERB(E.T.)B=ILDING TIE EAVE TIE CHARLES L. STARLING LORIDA CERTIFICATE N0. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER e,= UTIlI11' POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EO. =POOL EQUIPMENT -►= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.--OVER HEAD UTILITIES CH = CHORD JOB NO. 32854; 35467 DATE 04-07-2003 B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE BTN. -BETWEEN SCALE: I" = 30' DRAFTER A. KINSMAN E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE D-0 WOOD FENCE J.EA. -JACKSONVILLE ELECTRIC AUTHORITY C & R = COVENANTS do RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SFAI OF A FI ORIDA LJCFNSFD RURVFYOR AND MAPPFR Mar 01 06 11:05a Chris Sprungmanr 904-992-9833 P•1 JaxCornerstonePartners, LLC FAX TRANSMITTAL Date: March 1, 2006 3 Pages To: City of AB_Bldg. Dept Project: Ricks used Cars Attn: Kerri Address: Phone: Contact: Greg Birdsong Fax: 247-5854 5eA Phone: 237-6655 Comments: RICKS USED CARS Please add these sheets to the re-submittal package please. Note: comment from Rick Carper regarding Drainage Calcs. No pond Required see SJRWM Transmittal. If not applicable lease advise to required information ASAP or contact Chris Favre at North Florida Engineer 904-737-0971. Thanks Greg 14603 Beach Blvd. Suite 600 Jacksonville, FL, 32250 Phone: 992- 9344 Fax 992- 9833 Mar 01 06 11:06a Chris Sprungmann 904-992-9833 p.2 March 1, 2006 City of Atlantic Beach Building Department 800 Seminole Rd. Atlantic Beach, FL 32266 RE:Rick's Used Cars This is the list of additional product approval codes for this project and it's revisions. Roofing: GAF Architectural Shingles Timberline Select 40 Asphalt shingles FL 183-R1 GAF Underlayment FL 196-R1 GAF Ridge Vents FL 6267 Thank You Greg Birdsong The Gregory Group,Inc. JaxComerstone Partners,LLC Mar 01 06 11:06a Chris Sprungmann 904-992-9833 p•3 FRONM: FAX N0. Sep. 29 2002 02:14PM P9 l St. John s River Water Management District Mid 8.clan IR.Eweeutr.awao►•oMd w PAk.Anon ewaee MOW oaYid ttaisck..iri�romws ssrNoe C«rr OM.cso► Jim 8ay okiom waw'-p- Su'fte 102 •JadtealviAe,FL 32256 • (04)730.8270,• Fax(g04)r33M On the ftmet at ww>t*wRndoom. April 27,2005 Mr.William F Axmmtrovt,Jry P.fi. Arm M out.Marbury do Associates.Inc. 2121 Corpw tfs Square Blvd..Suite 210 Jacksanvilla,F+132216 'Re: Permit DeNnnhnadion for building/parking lot construction 0 Rick's Used Can 'Comptiarice Number 4mis DvarMr.Annendout: Thr St.John's River Water ManagpmeaR District is in receipt of your csonespondence .reque.stin.a detecminat'? of perwiftS aquiremaats(if any)for the proposed activities rtfer+er"ed la your emstiObWenee received on.April 13,2005.Referenced within your aoriospprxleaoe is the proposed c onstrucdon of the following items.You are proposing to construct,a 1,300 squats fat building and appswEitnately acid an 11,393 square feet gravel perldni area.None of the-Marek is proposed within wetlands.The proposed project does.not meet a exceed any District pera fitting thresholds therefore you wiII not be required to obtain a Permit ficorn rite District for the proposed project. please be aware that,tbt:permit deiorrninarion made in this letter is bared upon rice Wam aaon you-submi ted:.l1sayinformation contained within this latterie not comxt,"if any change in the future,you will need to notify the staff ir4mcdiaswly.Finally,this latter applies only to the requirements of the St.Johns River Water Mergpment District and does uot:rclic.a qaa Of mlectime tire pesamdt.re pdMulents of local,county,cur odle r Jegally coanstitutod Mies. P'lene contact this of im at(904)448-7907,if we may be of addditioasl amsumm- Sincxrf;3'}� , pCobin L.Ha�ee11 ' Ggimpl3'nreve Manages,::-:•::.':: _.. ...,._ , .. • ,• . . . • :�: ,. . . L:. ,..,: . • .. ' Jat�sotivilk Setvioe CGoErx� . " -, . ' -. ".•. . • � .. •� ' CC. David Mi�Cidwii4 VFt 5. : aoveeNIwo soARo Pr0PVA ranoivur eau jPaMNVW W.Midsel&anch jam OL 901" YMNn Ifs AtMi T.W= awtt N.hl6 �nwo�wdEAGx osbwoo wiuotanhasw� WALL �naaenKlE CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT I 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 - (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: U PY Lot I D Applicant: y��,p Project: 'l 1, evMffitreA,cd e Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: COMMENT 3/2/06 -- Easement for driveway/drainage not granted by owner of record per tax appraiser' s website (Victor Dorbu) . Drainge easement must be permanent easement. wlCL �� T/L D )N9 E Cam GAP d Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Reviewed by Rick Carper,P.E.,Public Works Director Date Signature Contractor Notified Date �c�X�� 3�, . CITY OF ATLANTIC BEACH PUBLIC WORDS DEPARTMENT 1 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS S Permit Application ## 6 6 -Z 2-1.3 6 Property Address: -1"7 9 V ,00r7- �?a/ Applicant: �f1`� (-�'f I g'r no r� � Project: Ali 10 L'a Mm tre14 L v Your application is approved as noted by the Public Works Department. Final application approval must coarse from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Sheet #2 shows driveway coming out to Dora Street. Part of driveway looks to be on private property. Documented easement required. Sheet #3 15 ' drainage easement on private property. Need to note maintained by Owner, not City. Erosion control plan has details, but does not show on plans where to be installed. 1 —Impervious calculations required. 7��tumpster pad with screening required. onstruction site management plan required. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call(904)247-5834. Reviewed Carper,P.E.,Public Works Director Datelo c Signature Contractor Notified Date 7 CITY OF ATLANTIC BEACH Cc: � BUILDING /ZONING DEPARTMENT 1 800 Seminole Roads' I h'1 po Atlantic Beach,Florida 32233 (904)247-5800 "f (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 32 /:30 Property Address: or Applicant: /' Project: IL) L'D II'mlc4alf z— This pe it application has been: 7Approved O'� 3I %P an owe s need attention: ef ..P.C. —/7/. A Z. G .o (o of S . 7. o P Please re-submit ur p lication when these items have been completed, Reviewed By: Date: Date Contractor Notified: ' CITY OF ATLANTIC BEACH cc: BUILDING / ZONING DEPARTMENT ns J'J 800 Seminole Road S. Do Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # � 6 - S z 30 Property Address: r Applicant: 6 rf greae Project: /il�(,�� LSU 02 M 64 CiW L This permit application has been: 2r Approved El Reviewed and the following items need attention: Please re-submit your applli�catio when these items have been completed. Reviewed By: •— C Date: y- G Date Contractor Notified: ® RESUBMITTAL to address comments MiTek"' RE: 9601 - Rick's Used Cars MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Site Information: Chesterfield,MO 63017-5746 Project Customer: Jax Cornerstone Project Name: Ricks Used Cars Telephone 314/434-1200 Lot/Block: Subdivision: Fax 314/434-5343 Address: City: State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2001/ANSI 95-1 Design Program: MiTek 20/20 6.2 Wind Code: ASCE 7-98 Wind Speed: 120 mph Design Method: MWFRS/C-C hybrid Wind ASCE 7-98 Roof Load: 42.0 psf Floor Load: N/A psf This package includes 23 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo Seal# Job ID# Truss Namel Date No Seal# lJob I_I* Truss Name' Date J 1 19969306 9601 A0-13/8/06 18 19969323 9601 J1 3/8/06 2 119969307 GIN - LA02 1'3/8/06_ 119 11996932419601 - ___L3 --_ X3/8/06_ _, 4 19969309- 19601 A04 _ L3/8/06 210 119969326 19601_ 1J7 _ 3/8/06 - 19969308 9601 _A03 _ l 3/8/06 5 119969310 ,9601 - A05 - 13/8%06_ _[22_119969327 9601 -- IJC09 3/8/06 6 I9969311�9601 1'A06 13/8106_ (23 19969328- 9601 JC9 -. _ 1'3/8/06__ -I 8 19969313 19601 ;B01 X3/8/06 7 19969312 19601 iA07 3/8/06 ,9 19969314 9601 602 L3/8/06 - — 110 -- B 19969315 19601 -1803 13/8/06 11 19969316 19601 B04 13/8/06 __ 19969317 9601 BO5 3/8/06 1- -- - 1 '12 � ,13 19969318 9601 B06 3/8106 14 119969319 9601 J01 �3/8l06 15 19969320 19601 - iJ03 .- 13/8/06 16 19969321 9601 IJ05 13/8/06- J - — M _ w 17 19969322 i9601 IJ07 13/8/06 - -- -- -- The truss drawng(s)referenced above have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by Builders Truss Manufacturing. Truss Design Engineer's Name: Galinski, John My license renewal date for the state of Florida is February 28,2007. NOTE:The seal on these drawings indicate acceptance of John L.IndGalustries, FL Lic#6(3642 9 p MiTek Industries,Inc. professional engineering responsibility solely for the truss 14515 worth outer Forty Drive components shown. The suitability and use of this component suite 300 Chestefor an articular building Is the responsibility of the building FL Cer.#66 4 63017 Y p 9 � p Y 9 FL Cert.#6634 designer, per ANSI/TPI-1 Chapter 2. March 8,2006 1 of 2 Galinski,John ---- --- --- ----------- --- - Job ;Truss !Truss Type 'Qty ---- I Ply Rick's Used---Cars -- ------ - 19969306 9601 L A01 ROOF TRUSS 6 1 --_ ___. � Job Reference(optionap _ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:00 2006 Page1 t -2-0-0 1 6-8-11 _ 12-4-5 18-0-0 23-7-11 - 29-3-5 36-0-0_- 38-0-0 2-0-0 6-8-11 5-7-11 5-7-11 5-7-11 5-7-11 6-8-11 2-0.0 Scale=1:64.8 3.00 12 5x6M1120--- :. 7 4x4 M1120 i 4x4 MII20 5x8 MII20' 6 8 5x8 M1120 4x4 M1120 - i g 4x4 M1120- 4 5 r i 10 v 3 2 12 5x10 M1120== 20 19 18 17 16 --15 14 5x10 M1120 y 1 0 5 M1120- 4x12 M1120 - 4x12 MII20 4x5 MII20 o 4x 1 1.5x4 M1120 3x4 M1120 4x6 M1120 4x6 M1120 3x4 M1120- 1.5x4 M1120 3x8 M1120- 6-8-11 12-4-5 - 18-M _- 23-7-11 29-3-536-0.0_ 6-8-11 5-7-11 5.7-11 5-7-11 5-7-11 — 6-8-11 Plate Offsets(X,Y): [2:0-4-QEdgel,[2:0-2-3,Edgel,[7:0-3-0,0-2-121,[12:0-2-3,Edge],[12:1-6-7 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.81 17 >526 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) 0.71 17 >599 240 BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.26 12 n/a n/a BCDL 5.0 Code FBC20011ANSl95 (Simplified) Weight:212 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-6-11 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 2-9-5 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-10-0,Right 2 X 4 SYP No.3 2-10-0 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code REACTIONS (Ib/size) 2=1613/0-5-8,12=1613/0-5-8 in any particular jurisdiction should be confirmed with the building official prior to Max Horz2=182(load case 5) truss fabrication.This determination is not the responsibility of the component/truss designer. Max Uplift2=-1608(load case 3),12=-1608(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/10,2-3=-458915775,3-4=-4589/5775,4-5=-384014940,5-6=-384014940,6-7=-2965/3927,7-8=-2965/3927, 8-9=-3840/4940,9-10=-3840/4940,10-11=-4589/5775,11-12=-4589/5775,12-13=0/10 BOT CHORD 2-20=-5400/4421,19-20=-540014421,18-19=-4441/3726,17-18=-4441/3726,16-17=-4441/3726,15-16=-4441/3726, 14-15=-5400/4421,12-14=-5400/4421 WEBS 4-20=0/182,4-19=-760/1006,6-19=-271/399,6-17=-990/1326,7-17=-1275/1134,8-17=-990/1326,8-15=-271/399, 10-15=-760/1006,10-14=01182 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1608 Ib uplift at joint 2 and 1608 Ib uplift at joint 12. LOAD CASE(S)Standard John L.Galinski,FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8 2006 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITPII Quality Criteria,DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1, Additional stability bracing for truss system,e.g.diagonal and securely seat, or X-bracing,is always required.See BCSiI. x/16 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,-Z C2-3materials on inadequately braced trusses. WEBS ca, 4 3. Provide copies of this truss design to the building CC ' designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �, �,�� o other interested parties, P lates 0- 1/16"from outside O "6 U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-s O� embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPI I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice X 4 perpendicular to slots.Second Is to camber for dead load deflection, dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: TPI1: National Design Specification ANSI/ g for Metal Plate Connected Wood Truss Construction. M ITek® DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, �s Installing&Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. ------- —TTruas-js--- - Tru --- -- — ----- Job , ss Type Qty ,Ply Rick's Used Cars ! 19969307 9601A02 ROOF TRUSS 1 1 'i, _-_ _ _,Job Reference(optionap _ ' Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15.24:01 2006 Page 1 r 2-0-0- 6-10-0_ 11-11-0 17-0-0 - 19-0-0 - 24-1-0 29-2-0 36-0-0 38-0-0 2-0-0 6-10-0 5-1-0 5-1-0 2-0-0 5-1-0 5-1-0 6 10 0 2-0-0 Scale=1:65.9 6x6 M1120 3.00:12 6x6 M1120 7 8 5x8 M1120 4x4 M1120 4x4 M1120 5x8 M1120 6 9 N4x4 M1120 5 10 4x4 M1120 4 3 \ 12 ,i j 11 2 / - - 13 14,v9 71 - 7x14 M1120 7x14 M1120 45 M1120= 4x12 M1120 22 21 20 19 18 17 16 15 4x12 M1120 4x5 M1120--= ' 2x4 M1120 44 M1120 4x8 M1120= 4x8 M1120 4x4 M1120 2x4 M1120 4x4 M1120-- 4x8 M1120-=- II 6-10-0 -11-11-0 17-0-0 19-0-0 1 -_ 24-1-0 29-2-0 – 36-0-4 6-10-0 5-1-0 5-1-0 2-0-0 5-1-0 5-1-0 6-10-0 Plate Offsets X,Y 2:0-10-12-0-4-141. 2:0-0-3,0-5 4, 7.0-5-4,0-3-8, 8:0-3-0,0-3-8, 13:0-0-3,0-5 4, 13:2-1-3,0-4-14) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefi L/d PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.71 19 >599 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) 0.62 19 >683 240 BCLL 10,0 Rep Stresslncr YES WB 0.59 Horz(TL) -0.19 13 n/a n/a BCDL 5.0I Code FBC2001/ANSI95 (Simplified) Weight:249 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-6-4 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 34-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-6-9,Right 2 X 4 SYP No.3 2-6-9 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code REACTIONS (Ib/size) 2=1613/0-5-8,13=1613/0-5-8 in any particular jurisdiction should be confirmed with the building official prior to Max Horz2=178(load case 5) truss fabrication.This determination is not the responsibility of the component/truss designer. Max Uplift2=-1623(load case 3),13=-1623(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12,2-3=-4782/5942,3-4=-4782/5942,4-5=-4014/5081,5-6=-401415081,6-7=-3164/4093,7-8=-3089/4068, 8-9=-3164/4093,9-10=-4014/5081,10-11=-4014/5081,11-12=-4782/5942,12-13=-4782/5942,13-14=0/12 BOT CHORD 2-22=-557514623,21-22=-5575/4623,20-21=-4581/3894,19-20=4581/3894,18-19=-3490/3089,17-18=-4581/3894, 16-17=-4581/3894,15-16=-5575/4623,13-15=-5575/4623 WEBS 4-22=0/175,4-21=-784/1051,6-21=-309/408,6-19=-957/1282,7-19=-619/581,7-18=-172/172,8-18=-6191579, 9-18=-957/1282,9-16=-309/408,11-16=-784/1051,11-15=0/175 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C,for members and forces,and for MW FRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1623 Ib uplift at joint 2 and 1623 Ib uplift at joint 13. LOAD CASE(S) Standard John L.Galinski,FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8.2006 ®WARNING-Verify design parameters and READ NOTES ON THISA14515 N.Outer Forty, ND REVERSE SIDE BEFORE USE. Suite#300 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding N I fabrication,quality control,storage,delivery,erection and bracing,consult ANSIRP11 Quality Criteria,DSB-89 and BCSII Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses, WEBS c3 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate r� , �,� Cr other interested parties. O 001) plates 0- 1/16"from outside o v 4. Cut members to bear tightly against each other. edge of truss, 0 5. Place plates on each face of truss at each joint and c7-e ce-7 c5-6 embed fully.Knots and wane at joint locations are _, *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190/.at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERSAETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots, CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer, Ev number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Rick's Used Cars 19969308. 9601 A03 ROOF TRUSS 1 1 Job Reference(optional) Suilders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 1S 2005 MiTek Industries,Inc. Tue Mar 07 15:24:01 2006 Page 1 i -2-0-0 5-3-3 10-1-9 15-0-0 21-0-0 25-10-7_ 30-8-13 36-0-0 38.0-0 2.0-0 5-3-3 4-10-7 4-10-7 6-0-0 4-10-7 4-10-7 5-3-3 2-0-0 Scale=1:65.9 3.00112 6x8 M1120- 6x6 MI120 4x4 M1120 6 7 5x�M1120 4x5 MII20 \\\\ 4x4 MISI20 5x8 9112 44 MII20 3 — — 10 2 H' '- ,. 5x12 M1120 20 19 18 17 16 15 14 13 5x12 M1120 2x4 M1120 I'' 4x4 M1120 4x8 M1120 - 4x8 M1120 44 M1120 2x4 M1120 44 M1120 4x8 M1120- 5-3-3 — 10-1-9- - I-- 154-0_ - 21-0-0 _ 25-10-7 --1 30-8-13 36-0-0 -_ 5-3-3 -- 4-10-7 4-10-7 6-0-0 4-10-7 4-10-7 5-3-3 Plate Offsets(X,Y): 2:0-4-12,0-2-81,[6:0-5-4,0-3-8],[7:0-21-0,0-3-81,[11:0-4-12,0-2-81 [14:0-1-12,0-2-01,[19:0-1-12,0-2-01 I LOADING ll SPACING 2-0-0 CSIDEFL In (loc) l/deft Lld PLATES GRIP TCLL 20.0 Plates Increase 1.25 j TC 0.96 Vert(LL) 0.74 18 >574 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) 0.65 18 >657 240 BCLL 10.0 Rep Stress Incr YES WB 0.47 Horz(TL) -0.19 11 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:238 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-5-6 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-3-10 oc bracing. WEBS 2 X 4 SYP No.3 This truss design is based upon the building code shown.This code has been specified REACTIONS (Ib/size) 2=1613/0-5-8,11=1613/0-5-8 by the project engineer/architect,or building designer.The applicability of this code Max Horz2=1613/-161 oad case 1 in any particular jurisdiction should be confirmed with the building official prior to truss fabrication.This determination is not the responsibility of the component/truss designer. Max Uplift2=-1648(lood case 3),11=-1648(load case 4) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12,2-3=-4968/6033,3-4=-4292/5260,4-5=-4292/5260,5-6=-3494/4333,6-7=-3411/4295,7-8=-3494/4333, 8-9=-4292/5260,9-10=-429215260,10-11=-4968/60 33,11-12=0/12 BOT CHORD 2-20=-5684/4800,19-20=-5684/4800,18-19=-4805/4164,17-18=-3777/3411,16-17=-3777/3411,15-16=-3777/3411, 14-15=-4805/4164,13-14=-568414800,11-13=-568414800 WEBS 3-20=0/149,3-19=-675/913,5-19=-213/328,5-18=-875/1175,6-18=-503/559,6-15=-226/226,7-15=-503/557, 8-15=-875/1175,8-14=-213/328,10-14=-675/913,10-13=0/149 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1648 Ib uplift at joint 2 and 1648 Ib uplift at joint 11. LOAD CASE(S)Standard John L.Galinski,FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8.2006 ®WARNING•Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Suite#300 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. I�— Apply plates to both sides of truss 1. Additional stability bracing for truss system,e,g.diagonal and securely seat. or X-bracing,is always required,See BCSI1. x/16, 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS q, 4 3. Provide copies of this truss design to the building m designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate T_ - 'I 3 other interested parties. O plates 0-1/16"from outside 4 v 4. Cut members to bear tightly against each other. edge of truss, a 5. Place plates on each face of truss at each joint and c7-s c6-7 ce-s 00 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 190/.at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice Lj X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output,Use T,I or Eliminator bracing spacing shown on design. if indicated, ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. �Su (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. 9F number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type ,Qty Ply Rick's Used Cars 19969309 9601 A04 ROOF TRUSS Job Reference(optional) _ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:02 2006 Page 1 -2-0-0 4-7-3 8.9-9 13-0-0 1B-0-0- 23-0-0 27-2-7 31-4-13 _ 36-0-0 _-_ 38-0-0 2-0-0 4-7-3 4-2-7 4-2-7 5-0.0 5.0-0 4.2-7 4-2-7 4-7-3 Scale-1:65.9 6x6 M1120 4x8 MII20 - 6x6 M1120 . 3.00 12 5 8 7 4x4 MII20 44 M1120 _._. _.._ _. 2x4 MII20' ; 4 2x4 M1120 I ,- M 3 \ i 11 n 1 5x12 M1120- 18 17 16 15 14 13 12 5x12 M1120 0 4x4 M1120 4x8 M1120 48 M1120 48 M1120 4x8 M1120 4x4 M1120 2x4 M1120 11 6-8-8_ . ; _ -13-0-0 I 18-0-0_ 23.0-4 29-3-10 - _ 36-0-0 6-8-6 6-3-10 5-0-0 5.0-0 6-3-10 6-8-6 Plate Offsets(X Y) [2 0-4 12 0 2 8] [3-Edoe 0 1 4] [5 0 3 0 0 3-8] [7 0 3-0 0-3-8] [9 Edge 0-1-4] [10:0-4-12 0-2-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.78 15 >545 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) 0.68 15 >625 240 BCLL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) -0.19 10 n/a ri BCDL 5.0 Code FBC2001/ANSI95 (Simplified) i Weight:238 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-5-15 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-3-7 oc bracing. WEBS 2 X 4 SYP No.3 This truss design is based upon the building code shown.This code has been specified by the project engineerlarchitect,or building designer.The applicability of this code REACTIONS (Ib/size) 2=1613/0-5-8,10=1613/0-5-8 in any particular jurisdiction should be confirmed with the building official priorto Max Harz 2=-1 45(load case 6) truss fabrication.This determination is not the responsibility of the component/truss designer. Max Uplift2=-1671(load case 3),1 0=-1 671(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12,2-3=-4917/6033,34=-4700/5570,4-5=-3819/4573,5-6=-3735/4527,6-7=-3735/4527,7-8=-3819/4573, 8-9=-4700!5570,9-10=-491716033,10-11=0/12 BOT CHORD 2-18=-5693/4746,17-18=-4940/4297,16-17=-4387/4038,15-16=-4387/4038,14-15=-4387/4038,13-14=-4387/4038, 12-13=-4940/4297,10-12=-5693/4746 WEBS 3-18=-216/607,4-18=-292/389,4-17=-670/1010,5-17=-643/679,6-17=-531/496,6-15=0/146,6-13=-5311496,7-13=-6431679 8-13=-670/1010,8-12=-292/389,9-12=-216/607 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber D0L=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1671 Ib uplift at joint 2 and 1671 Ib uplift at joint 10. LOAD CASE(S) Standard John L.Ga[inski,FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8. 0006 14515 N.Outer Forty, �iiiiiiiiiiiiii® ®WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Suite#300 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Chesterfield,MO 63017 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M1 erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSIl Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required.See BCSI1, and securely seat. x/16 1 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-s materials on inadequately braced trusses. WEBS Do 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all O oother interested arties. For 4 x 2 orientation,locate 0 6 �., 3 �'" O0pplates 0- 1/16"from outside 0- U4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c�-e cs-7 s 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI]. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output,Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. BEARING 14. Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Rick's Used Cars 19969310 9641 A05 IROOF TRUSS 1 1 ' ' ___ _ Job Reference(optionap __ _ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:02 2006 Page,t w -2-0-0. _ 6-4-8. -._11-0-0 15-8-9 20-3-7- _. _ 25-0-0_. _ 29-7-8 36-0-038-0-0 2-0-0 6-4-8 4-7-8 4-8-9 - 4-6-13 4 8 9 4-7-8 6-4 8 _ 2-0-0 Scale=1:65.9 6x8 M1[20 -- 3.00 12 2x4 M1120 11 4x8 M1120-- 6x6 M1120 4 5 6 7 a 44 M1120 / v� 4x4 M1120 3 j� �-t 8 j N 1 2 9M, 0 4x14 M1120 18 17 16 15 14 13 12 11 4x14 M1120- 2x4 M1120 11 4x4 M1120 4x8 M1120 2x4 M1120'I 48 M1120 2x4 M1120 11 48 M1120 5x8 M1120= 6-4-8 11-4-9 15.8-9 20-3-7 25-0-0 29-7-8 36-9-4 6-4-8 4-7-8 4-8-9 4-6-13 4-8-9 4 7 8 6-4-8 Plate Offsets(X,Y): [2:0-8-0 Edge] L4:0-5-4,0-3-121,[7:0-3-0,0-3-81,[9:0-8-0,Edge] LOADING(psf) I SPACING 2-0-0 I CSI DEFL in floc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.85 15 >501 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 SC 0.72 Vert(TL) 0.74 15 >577 240 BCLL 10.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.19 9 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) I Weight:233 lb LUMBER - BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-5-13 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-5-7 oc bracing. WEBS 2 X 4 SYP No.3 This truss design is based upon the building code shown.This code has been specified REACTIONS (Ib/size) 2=161310-5-8,9=1613/0-5-8 by the project engineer/architect,or building designer.The applicability of this code Max Harz 2=-128(load case 6) in any particular jurisdiction should be confirmed with the building official prior to Max Up1ift2=-1690(load case 3),9=-1690(load case 4) truss fabrication.This determination is not the responsibility of the component/truss designer. FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12,2-3=-4839/5579,3-4=-4137/4791,4-5=-4684/5412,5-6=-4684/5412,6-7=-4053/4753,7-8=-4137/4791, 8-9=-4839/5579,9-10=0/12 BOT CHORD 2-18=-5233/4679,17-18=-5233/4679,16-17=-4334/4032,15-16=-4334/4032,14-15=-5014/4684,13-14=-5014/4684, 12-13=-5014/4684,11-12=-5233/4679,9-11=-5233/4679 WEBS 3-18=0/164,3-17=-709/965,4-17=-283/369,4-15=-867/886,5-15=-248/428,6-15=-125/125,6-14=0/137,6-12=-866/848, 7-12=-685/752,8-12=-7091965,8-11=0/164 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1690 Ib uplift at joint 2 and 1690 Ib uplift at joint 9. LOAD CASE(S) Standard John L.Galinski, FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO,63017 FL Cert.#6634 — March 8,2006 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. �6-4-8 I dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. II Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required.See BCSI1. and securely seat. /16 1 TOP CHORDS 3 2. Never exceed the design loading shown and never stack c,-z cz-a materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building [[ ° designer,erection supervisor,property owner and all O N other interested parties. *For 4 x 2 orientation,locate �., 3 �'" 3 o plates 0- 1/16"from outside �a6 U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c-a c6-7 cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in B 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. BEARING 14. Connections not shown are the responsibility of others, Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MlTeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate ©2004 Mitek° Connected Wood Trusses. R _ -- -- —Rick ---- — Job _ Truss,__ -- —Truss Type Qty Ply 's Used Cars 19969311 9601 A06 ROOF TRUSS 1 1 ___ Job Reference(optional) ____ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15.24:03 2006 Page 1 -2-0-0 . _ _.5-4-8. _ _ 9-0A0 13-6-14. _. i. 18-0-0. 22-5-2 -c_. 27-0-0. _. :__. 30-7-8 _. _-36-0-0 38-0-0 2-0-0 5-4-8 3-7.8 4-6-14 4-5-2 4-5-2 4-6-14 3-7-8 5-4-8 2-0-0 Scale=1:65.9'. 2x4 M1120'" 3.00;12 6x8 M1120 6x8 M1120_- 5x8 MII20 4x8 MII20 2x4 M1120 . 4x4 M1120= 4 5 6 7 8 9 44 M1120 -- 3Ar, +l - 110 12 u' `5 ?� 2 U // 5x12 M1120 21 20 19 18 17 16 15 14 13 5x12 M1120- 2x4 M1120 1 44 M1120 6x8 M1120 4x8 M1120-- 4x4 MI120== 2x4 M1120,1 i I 48 M1120- 2x4 M1120 11 6x8 M1120==- I -- -..5-4-8 -..- 9-0-0 -. 13-6-14 _ 18-0-0 22-5-2.- 27-0.0 30-7-8— - 36-0-0 5-4-8 3-7-8 4-6-14 - - - 4-5.2 4-5-2 4-6-14 3-7-8 5.4-8 Plate Offsets X,Y: [4:0-5-4,0-4-41, 9:0-5-4,0-4-4 ti LOADING(psf) f SPACING 2-0-0 CSI DEFL in (loc) Il L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 1.06 17 >402 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) 0.92 17 >465 240 BCLL 10.0 Rep Stress Incr YES WB 0.57 Horz(TL) -0.20 11 n/a n/a BCDL 5.0 Code FBC20011ANS195 (Simplified) Weight:234 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins, BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-2-2 oc bracing. WEBS 2 X 4 SYP No.3 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code REACTIONS (Ib/size) 2=1613/0-5-8,11=1613/0-5-8 in any particular jurisdiction should be confirmed with the building official prior to Max Horz2=-111(load case 6) truss fabrication.This determination is not the responsibility of the component/truss designer. Max Uplift2=-1706(load case 3),11=-1 706(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/12,2-3=-4957/5588,34=-4442/5015,4-5=-5445/6098,5-6=-5445/6098,6-7=-5445/6098,7-8=-5445/6098, 8-9=-5445/6098,9-10=-4442/5015,10-11=-4957/5588,11-12=0112 BOT CHORD 2-21=-5253/4789,20-21=-5253/4789,19-20=-4595/4327,18-19=-6134/5805,17-18=-6134/5805,16-17=-6134/5805, 15-16=-6134/5805,14-15=-4595/4327,13-14=-5253/4789,11-13=-5253/4789 WEBS 3-21=0/134,3-20=-517/715,4-20=-220/300,4-19=-1346/1347,5-19=-239/415,7-19=-500/481,7-17=0/133,7-15=-500/481, 8-15=-239/415,9-15=-1346/1347,9-14=-220/300,10-14=-517/715,10-13=0/134 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Extefior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1706 Ib uplift at joint 2 and 1706 Ib uplift at joint 11. LOAD CASE(S)Standard John L.Galinski,FL Lie#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8 2006 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component, Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -01 13/4 *Center plate on joint unless x,y Damage or Personal Injury Offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. If Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. x/16, 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C1-2 c2-3 materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate � �, ,,�; 3 CE other interested parties. O plates 0- /16"from outside o �b6 " U 4. Cut members to bear tightly against each other. edge of truss. U o_ 5. Place plates on each face of truss at each joint and c-a cs- cs-s 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: f ANSI/TPII: National Design Specification o 0r Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek° Connected Wood Trusses. R Job Truss Truss Type City Ply Rick's Used Cars 19969312 9601 iA07 iROOFTRUSS --- '1— �} ', J 1I Job Reference(optional) _ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:04 2006 Page 1 -2-0-0 4-4-8 7-0-0 11-5-14 15-9-15 - :. ... .. 20-2-1 24-6-2._ _._ 29-0-0 .- 31-7-8 - _36-0-0_ -...38-0-0 2-0-0-- 4-4-8 2-7-8 - 4-5-14 -..I. 4-4-2 4-4-2 44-2 4-5-14 2-7-8 4-4-8 2-0-0 Scale=1:65.9' 2x4 M1120'I 3.00 12 6x8 M1120 6x6 M1120 5x8 M1120 4x8 M1120- 2x4 M1120'! 4z8 M1120=- 4x4 M1120 4 24 525 6 26 7 27 28 8 29 30 931 32 10 4x4 M1120- 3 12 NN1 2� 9r _ �1 r 13� N 'r - f - ry _ -- �- 4x6 M1120 - 23 22 33 264 35 20 36 19 37 38 18 39 17 40 16 41 42 15 14 4x6 M1120- 2x4 M1120 4x4 M1120- 4xB M1120 6x8 M1120-- 4x8 M1120-- 2x4 M11201 4x8 M1120 2x4 M1120 1 I 2x4 M1120'' 6x8 M1120- 4-4-8 7-0-0 11-5-14 15.9-15 20-2-1 24-6-2. -_ 29-0-0 31-7-8 36-0-0 4-4-8 2-7-8 4-5.14 44-2 44-2 4-4-2 4-5-14 2.7-8 44-8 Plate Offsets X,Y: 2:0-0 12,0-2-0, 4:0-5 4,0 4-0, 10:0-3-0,0-3-8, 12:0-0-12,0-2-0 LOADING(psi) SPACING 2-0-0 CSI l DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) 1.12 18-19 >380 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BG 0.49 Vert(TL) 0.97 18-19 >440 240 BCLL 10.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.16 12 n/a n/a j BCDL 5.0 Code FBC20011ANSI95 (Matrix) Weight:698 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. WEBS 2 X4 SYP No.3 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code REACTIONS (Ib/size) 2=3621/0-5-8,12=3621/0-5-8 in any particular jurisdiction should be confirmed with the building official prior to Max Harz2=95(load case 4) truss fabrication.This determination is not the responsibility of the component/truss designer. Max Upiift2=-3987(load case 2),12=-3981(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25,2-3=-11310/12068,3-4=-12618/13608,4-24=-15572/16671,24-25=-15572/16671,5-25=-15572/16671, 5-6=-15572/16672,6-26=-15572!16672,7-26=-15572/16672,7-27=-17419118545,27-28=-17419118545,8-28=-17419/18545 8-29=-17419/18545,29-30=-17419/18545,9-30=-17419/18545,9-31=-12399/13374,31-32=-12399/13374, 10-32=-12400113374,10-11=-12567/13526,11-12=-1 1312/12059,12-13=0/25 BOT CHORD 2-23=-11564/10843,22-23=-11564/10843,22-33=-13201/12344,33-34=-13201/12344,21-34=-13201/12344, 1 21-35=-18528/17510,20-35=-18528/17510,20-36=-18528/17510,19-36=-18528/17510,19-37=-18528/17510, 37-38=-18528/17510,18-38=-18528117510,18-39=-16566115657,17-39=-16566/15657,17-40=-16566115657, 16-40=-16566/15657,16-41=-16566/15657,41-42=-16566/15657,15-42=-16566/15657,14-15=-1 1474/10844, 12-14=-11474/10844 WEBS 3-23=-440/608,3-22=-1756/1680,4-22=-526/638,4-21=-3642/3550,5-21=-151/360,7-21=-2151/2226,7-19=-3371509, 7-18=-138/155,8-18=-250/452,9-18=-1981/1943,9-16=-229/409,9-15=-3576/3705,10-15=-1862/1946,11-15=-1699/1638, 11-14=412/571 I NOTES 1)3-ply truss to be connected together with 10d Comnrl 1 48"x3")Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone; John L.Galinski,FL Lic#60642 Lumber DOL=1.33 plate grip DOL=1.33. MiTek Industries,Inc. 5)Provide adequate drainage to prevent water ponding. 14515 North Outer Forty Drive 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3987 Ib uplift at joint 2 and 3981 Ib uplift at Suite 300 joint 12. Chesterfield,MO,63017 FL Cert.#6634 Continued on page 2 March 8.2006 . ® WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Outer Forty, 14515 NSuite#300 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the W1 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,OSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSII I. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C1-2 c2-3 materials on inadequately braced trusses. WEBS c3 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all O m other interested parties. *For 4 x 2 orientation,locate �, 3 ��' Ir O plates 0- 1/16"from outside o "6 U 4. Cut members to bear tightly against each other. edge of truss. o 5. Place plates on each face of truss at each joint and 71. c6-7 ce-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,96046,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeke DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. f7\��a Job :Truss Truss Type QtyPly Rick's Used Cars 19969312 9601 A07 ROOFTRUSS _ Job Reference(optional) _ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:04 2006 Page'2 NOTES 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)552 Ib down and 778 Ib up at 7-0-0,21 Ib down and 77 Ib up at 9-0-12,21 Ib down and 77 Ib up at 11-0-12,21 Ib down and 77 Ib up at 13-0-12,21 lb down and 77 Ib up at 15-0-12,21 Ib down and 77 Ib up at 17-0-12,21 Ib down and 77 Ib up at 18-11-4, 21 Ib down and 77 Ib up at 20-114,21 Ib down and 77 Ib up at 22-11-4,21 Ib down and 77 Ib up at 24-11-4,and 21 Ib down and 77 Ib up at 26-11-4,and 592 lb down and 778 Ib up at 29-0-0 on top chord,and 585 lb down and 623 Ib up at 7-0-0,153 Ib down and 141 Ib up at 9-0-12,153 Ib down and 141 Ib up at 11-0-12,153 Ib down and 141 Ib up at 13-0-12,153 Ib down and 141 Ib up at 15-0-12,153 Ib down and 141 Ib up at 17-0-12,153 Ib down and 141 Ib up at 18-11-4,153 Ib down and 141 lb up at 20-11-4,153 Ib down and 141 Ib up at 22-11-4,153 Ib down and 141 Ib up at 24-11-4,and 153 Ib down and 141 Ib up at 26-11-4,and 585 Ib down and 623 Ib up at 28-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-10=-54,10-13=-54,2-12=-30 Concentrated Loads(Ib) Vert:4=-552(B)6=-21(6)10=-552(B)22=-585(B)15=-585(B)24=-21(B)25=-21(B)26=-21(B)27=-21(B)28=-21(B)29=-21(6)30=-21(B)31=-21(B)32=-21(B)33=-153(B) 34=-153(8)35=-153(8)36=-153(B)37=-153(B)38=-153(B)39=-153(B)40=-153(8)41=-153(B)42=-153(8) I WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erec?or.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-69 and BCS11 Building Component B Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53779. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8� dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and Securely seat. or X-bracing,is always required.See BCSI1. 6 /,b t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Ct-2 C2-3 WEBS ca.4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all * 4 x 2 orientation,locate �, 3 �� 3 other interested parties. For plates 0- V16"from outside a_ 4. Cut members to bear tightly against each other, edge of truss. t- a- 5. Place plates on each face of truss at each joint and C7-8 cs- cs-s � embed fully,Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPI]. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. responsibility of truss fabricator.General practice The first dimension is the width p y 4. X 4. perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements, LATERAL BRACING 11, Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, <_ Installing&Bracing of Metal Plate i ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Rick's Used Cars 19969313 9601 B01 ROOF TRUSS 2 1 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:04 2006 Page;1 -2-0-0 5-1-14 10-1-11 15.1-8- 20-1-5 - 25-1-2 30-3-0 32-3-0 2-M 5-1-14 4-11-13 4-11-13 4-11-13 4-11-13 5-1-14 2-0-0 4x4 M1120 Scale=1:62.1 6.00'12 7 1, 3x4 M1120 3x4 101120�. 3x4 M1120--- 6 8 /� � \ 3x4 M1120� 1.5x4 11)1II20v 1.5x4 M1120/ SII 4 / -''`�'�. 10 3 � III \`c '�/ C 2 \J 12 I 3x8M1120 18 17 16 5 X14 - �3x8M1120 \31� / 0 1, 3x5 M1120- 3x4 M1120 3x4 M1120--- 3x8 M1120 3x4 M1120-=- 3x4 M1120- 3x5 M1120-�- 7-7-12 15-1-8 22-7-4 30-3-0 7-7-12 7-5-12 7-5-12 7-7-12 Plate Offsets(X,Y): [2:0-0-8,0-1-8],(12:0-0-8 0-1-Sj LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.21 16 >999360 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.28 16-18 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.56 Horz(TL) -0.09 12 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:169 lb LUMBER BRACING _ TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2-14 oc purlins. 60T CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-16 SLIDER Left 2 X 4 SYP No.3 2-8-8,Right 2 X 4 SYP No.3 2-8-8 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to REACTIONS size) 2=1372/0-5-8,12=1372/0-5-8 Harz case 6) truss fabrication.This determination is not the responsibility of the component/truss designer. MaxMa Max Uplift2=-1335(load case 5),12=-1335(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20,2-3=-2042/2692,3-4=-2042/2692,4-5=-1877/2562,5-6=-1877/2562,6-7=-1338/2038,7-8=-1338/2038, 8-9=-1877/2562,9-10=-1877/2562,10-11=-2042/2692,11-12=-2042/2692,12-13=0/20 BOT CHORD 2-18=-2056/1771,17-18=-155011528,16-17=-1550/1528,1 5-1 6=-1 5 5 011 528,14-15=-1550/1528,12-14=-2056/1771 WEBS 4-18=-151/512,6-18=-362/368,6-16=-492/900,7-16=-1266/928,8-16=-492/900,8-14=-362/368,10-14=-1511512 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1335 Ib uplift at joint 2 and 1335 Ib uplift at joint 12. LOAD CASE(S)Standard John L.Galinski,FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO,63017 FL Cert.#6634 A March 8 20 y 06 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated, I 6-4-8� dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seator X-bracing,is always required.See BCSII I. U /'b . 1 2 3 2. Never exceed the design loading shown and never stack TOP CHORDS g g c,-z cz-s materials on inadequately braced trusses. WEBS c3-4 4 3. Provide copies of this truss design to the building Cc designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate o 6 �, 3 ��19 CE other interested parties. la 0- '/16"from outside a 6 p O �a" � U 4. Cut members to bear tightly against each other. edge of truss. � C) 5. Place plates on each face of truss at each joint and FL-=C7-8 cs-s 10 embed fully.Knots and wane at joint locations are _„ *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design, if indicated. ICBG 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,96048,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction, MiTeks DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, !1 ©2004 Mitek° Installing&Bracing of Metal Plate Connected Wood Trusses. rSuilders- Truss Truss Type Qty Ply Rick's Used Cars 19969314 B02 ROOF TRUSS j 2 1 Truss Mfg.,Woodbine,GA-31569 - 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:05 2006 Pag&1 -2-0-0 7-7-0 15-0-0 15-3-0 22-8-0 1 30-3-0 32-3-0 200 770 75-0 030 - 75-0 770 200 56 M1120 Scale=1:62.7 6.00',12 5 46 M1120- 46 M1120- 5x5 M[120% 5x5 M1120 4 6 i N 3 7 7 2 �� 8 I i I 3x6 M1120-- 14 13 12 11 10 3x6 M1120=--Q 1.5x4 M1120 11 3x4 M1120= 3x8 M1120=- 3x4 M1120 1.5x4 M1120 II - 0 22-8 0 30 3-0 7-7-0 15-0-0 _ 15f, - 7-7-0 7-5-0 0-3-0 7-5.0 7-7-0 Plate Offsets(X,Y): 2 0-1-8] (P f) DEFL ) in (loc) I/deft Ud M 120 PLATES GRIP 190 LOADING s SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.96 VertLL 0.18 10-12 >999 360 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.26 12-14 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.09 8 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Simplified) Weight:181 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 5-3-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12,7-12 This truss design is based upon the building code shown.This code has been specified REACTIONS (lb/size) 2=137210-5-8,8=1372/0-5-8 by the project engineer/architect,or building designer.The applicability of this code Max Harz 2=321(load case 5) in any particular jurisdiction should be confirmed with the building official prior to Max Uplift2=-1336(load case 5),8=-1336(load case 6) truss fabrication.This determination is not the responsibility of the component/truss designer. i FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22,2-3=-2002/2518,3-4=-1354/1966,4-5=-1354/1966,5-6=-1354/1966,6-7=-1354/1966,7-8=-2002/2518,8-9=0/22 BOT CHORD 2-14=-1868/1767,13-14=-1868/1767,12-13=-1868/1767,11-12=-186811767,10-11=-1868/1767,8-10=-186811767 WEBS 3-14=0/223,3-12=-636/1042,5-12=-917/804,7-12=-636/1042,7-10=0/223 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category It;Exp C;partially;MWFRS gable end zone and C-C Extehor(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1336 Ib uplift at joint 2 and 1336 lb uplift at joint 8. LOAD CASE(S)Standard 14 John L.Galinski,FL Lic#60642 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8 2006 8 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSIi Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek--- Symbols Numbering System ,AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 13/14 *Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat, or X-bracing,is always required.See BCSI 1. 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack cz-a materials on inadequately braced trusses. pCL WEBS �3q 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate T- 5� , other interested parties. late,0-IN"from outside p O 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and 1 c�-s cs-z cs-s Oembed fully.Knots and wane at joint locations are _. *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII. required direction of slots in 8 y 6 5 connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPII. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. soffwate or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO & Unless expressly noted,this design is not applicable for THE LEFT, use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slofs. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11, Lumber used shall be of the species and size,and in all indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBG 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction, MlTeke DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate C 2004 Mitek® Connected Wood Trusses. ----------Truss ------------ —— — -- ---- — Job Truss Type Qty Ply Rick's Used Cars 19969315 9601 B03 ROOF TRUSS 2 1 _____ 'Job Reference(optionap Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:06 2006 Page'1 -2-0-0 4-5-6 8-8-11 13-0-0 17-3-0 _{. 21-6-5 25-9-10 _ i 30-3-0 _ i- 32-3-0 2-0-0 4 5 6 4-3-5 4-3-5 4-3-0 4-3-5 4-3-5 4-5-6 2 0-0 Scale=1:58.1 4x5 M1120 4x8 M1120 6.00112 7 8 7, 3x4 MII20�. 3x4 M1120' 3x4 MII20% 6 g Ak 3x4 i1.Sx4M1120\\ / \� j! : 1.5x4 M11204/ 0 5 �%// \� �� 10 3 \ j ' 12 j 3 2 \ I / 1 u _ 141 3x4 M1120 3x4 1)11120� --' 3x8 M1120= 19 18 17 16 15 3x8 M1120 30 M1120 3x4 M1120 -- 3x8 M1120 - 3x4 M1120= 3x4 M1120--- 3x4 M1120 > 3x4 M1120 6-7-0 - 13-0-0 17-3-4_ -1_ 23-8-0 - 30-3-9 ._ 6-7-0 6-5-0 4-3-0 6-5-0 6-7-0 Plate Offsets(X,Y): [2:0-0-12,0-1-8] [7:0-2-12 0-2-41,[8:0-5-8,0-2-4] [13:0-0-12,0-1-81 - LOADING(psf) SPACING 2-0-0 j CSI DEFL to (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.20 15-16 >999 360 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.19 15-16 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.42 Horz(TL) -0.08 13 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (i Matrix Weight:184 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-3-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-6-1,Right 2 X 4 SYP No.3 3-6-1 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code REACTIONS (ii 2=1372/0-5-8,13=1372/0-5-8 in any particular jurisdiction should be confirmed with the building official prior to Max Horz2=282(load case 5) truss fabrication.This determination is not the responsibility of the component/truss designer. Max Uplift2=-1312(load case 5),13=-1312(load case 6) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-2122/2519,3-4=-2037/2537,4-5=-1985/2452,5-6=-1951/2462,6-7=-1565/2104,7-8=-1361/2005, 8-9=-1564/2103,9-10=-1952/2463,10-11=-1985/2452,11-12=-2037/2537,12-13=-2123/2519,13-14=0/40 BOT CHORD 2-19=-1903/1782,18-19=-1605/1636,17-18=-1091/1359,16-17=-1091/1359,15-16=-1606/1636,13-15='-1903/1782 WEBS 4-19=-71/317,6-19=-190/273,6-18=-4161756,7-18=-5191450,8-18=-140/137,8-16=-520/454,9-16=-418/758, 9-15=-191/274,11-15=-70/317 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1312 Ib uplift at joint 2 and 1312 Ib uplift at joint 13. I LOAD CASE(S)Standard I John L.Galinski, FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 82006 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component, Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer,For general guidance regarding El fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. 0-'hb 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack ci-z cz-a materials on inadequately braced trusses. WEBS �3. 4 3. Provide copies of this truss design to the building ¢ designer,erection supervisor,property owner and all For 4 x 2 Orientation,locate Cr other interested parties. plates 0- 1/16"from outside O �a6 M 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and 77-8 c6-7 c5-6 embed fully,Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI I I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI], 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or96-31,95-43,96-20-1,96-67, respects,equal to or better than that specified. y y SOCA 96-31,95-43,96-20-1,96-67,84-32 by text in the bracing section of the 12, Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior Lip reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI I: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek® DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Rick's Used Cars 9601 1804 'ROOF TRUSS ',2 1 ', 19969316 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:06 2006 Page 1 -2-0-0 3-9-6 7.4-11 11-0-0 15-1-8 19-3-0 22-10-5 26-5-10 _ 30-3-0 32-3-0 2-0-0 3-9-6 3-7-5 3-7-5 4-1-8 4-1-8 - 3-7-5 3-7 5 3-9-6 2 0 0 Scale=1:56.4, 4x5 M1120 3x4 M1120 4x5 M1120 6 7 8 3x4 M1120 I 3x4 MII20< 6.0011'12 5 / V 9 1.5x4 M11200 1.5x4 M1120i/ '91 o 10 3 2 12 \ I ao�; ot ./ �j _ �..y � \\ 13,0' 3x8 M1120 18 17 16 15 14 3x8 M1120- 3x5 M1120--' 3x4 M1120 3x8 M1120 3x4 M1120- 3x8 M1120 - 3x4 M1120=- 3x5 M1120��- 5-7-0 11-0-0 19-3-0 -_ _.. 24-8-0 _.. 30-3-0 5-7.0 5-5-0 8-3-0 5-5-0 5-7-0 - -- - Plate Offsets X,Y: [2:0-1-6,0-i-8],[6:0-2-8,0-241,[8:0-2-8,0-2-41,[12:0-1-0,0-1-81 '. LOADING sf) SPACING 2-0-0 CSI DEFL infloc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.19 17 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.25 15-17 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.34 Horz(TL) -0.08 12 n/a n/a BCDL 5.0 Code FBC2001/ANS195 (Matrix) Weight:181 Ib LUMBER _- BRACING - - TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-11-6,Right 2 X 4 SYP No.3 2-11-6 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code REACTIONS (Ib/size) 2=1372/0-5-8,12=1372/0-5-8 in any particular jurisdiction should be confirmed with the building official prior to Max Harz2=-249(load case 6) truss fabrication.This determination is not the responsibility of the component/truss designer. Max Uplift2=-1279(load case 5),12=-1279(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-2103/2425,3-4=-2027/2435,4-5=-2000/2399,5-6=-1727/2168,6-7=-1519/2051,7-8=-1519/2051, 8-9=-1727/2168,9-10=-2000/2399,10-11=-2027/2435,11-12=-2103/2425,12-13=0/40 BOT CHORD 2-18=-1815/1754,17-18=-1653/1710,16-17=-1382/1594,15-16=-1382/1594,14-15=-1653/1710,12-14=-1815/1754 WEBS 4-18=0/182,5-18=-94/146,5-17=-302/593,6-17=-572/542,7-17=-230/314,7-15=-230/314,8-15=-572/542,9-15=-302/593, 9-14=-95/146,10-14=0/182 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1279 Ib uplift at joint 2 and 1279 Ib uplift at joint 12. LOAD CASE(S)Standard John L.Galinski,FL Lic#60642 MiTek Industries, Inc. 14515 North Outer Forty Drive j Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8 2006 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE, 14515 N.Outer Forty, Design valid for use only with MiTek connectors,This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only,Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 'Tek Symbols Numbering System ,AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI 7. 0 '/id' 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C1-2 cz-s materials on inadequately braced trusses. WEBS ca., 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all o 0other interested parties. *For 4 x 2 orientation,locate v � �� 0= 0 plates 0- /1e"from outside v 4. Cut members to bear tightly against each other. edge of truss. � 5. Place plates on each face of truss at each joint and c6-7 C5 FO embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI I I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI 1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or respects,equal to or better than that specified. y y BOCA 96-31,95-43,96-20-l,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output,Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 fit.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI I: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTek® DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job T ur ss Truss Type City Ply Rick's Used Cars 19969317 9601 B05 i ROOF TRUSS 2 1 Job Reference(optional) _ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:07 2006 Page1 -2-0-0 4-7-0 9-0-0 15-1-8 21-3-0 25-8-0 30-3-0 32-3-0 2-0-0 4-7-0 4-5-0 6-1-8 6-1-8 4-5-0 4-7-0 2-0-0 Scale=1:56.4 6x8 M1120 2x4 M1120 6x8 M1120 4 5 6 6.00,12 3x4 M1120 3x4 i d 3A7 �T, j - 4 i 0 4x4 M1120-- 16 15 14 13 12 11 10 4x4 M1120 3x10 M1120 i' 1.5x4 M1120'' 3x4 M1120- 3x4 M1120' 3x4 M1120- 3x4 M1120=- 1.5x4 M1120 1 3x10 M1120I 3x8 M1120 4-7-0 9-0-0- 15-1-8 21-3-0 - 25-8-0 -_30-3-0 4-7-0 4-5-0 6-1-8 6-1-8 4-5-0 4-7-0 Plate Offsets(X,Y): [2:0-24,Ed e],[2:Ed a 0-1-4] [4.0-2-12,0-3-8],[6:0-2-12,0-3-8],[8:Edge 0-1-4],[8:0-2-8,Edge] TOLL 20.0 Plates Increase 1.25 CSI DEFL in (loc) I/defl iPLATES GRIP LOADING sf SPACING 2-0-0 � TC 0.92 i Vert(LL) 0.22 13 >999 360 ! M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.21 11-13 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.50 Horz(TL) -0.09 8 1 n/a BCDL 5.0 Code FBC2001/ANSI95 (Simplified) Weight:176 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed or 4-2-2 oc purlins. 4-6 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYPNo.3 WEDGE Left:2 X 6 SYP No.2,Right:2 X 6 SYP No.2 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to truss fabrication.This determination is not the responsibility of the component/truss designer. REACTIONS (l ize) 2=1372/0-5-8,8=1372/0-5-8 Max Horz2=214(load case 5) Max Uplift2=-1234(load case 5),8=-1234(load case 6) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20,2-3=-2135/2459,3-4=-1834/2239,4-5=-2001/2510,5-6=-2001/2510,6-7=-1834/2239,7-8=-2135/2459,8-9=0/20 BOT CHORD 2-16=-1873/1849,15-16=-1873/1849,14-15=-1477/1653,13-14=-1477/1653,12-13=-1477/1653,11-12=-1477/1653, 10-11=-1873/1849,8-10=-1873/1849 WEBS 3-11 134,3-15=-241/459,4-15=-190/275,4-13=-513/521,5-13=-352/598,6-13=-513/521,6-11=-190/275,7-11=-241/459, 7-10=0/134 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1234 lb uplift at joint 2 and 1234 Ib uplift at joint 8. LOAD CASE(S)Standard John L.Galinski,FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 --- — March 8 2006 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 0300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component O Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AAGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat, or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack C1-2 materials on inadequately braced trusses. C2-3 0WEBS ca 4 3. Provide copies of this truss design to the building rr 4 designer,erection supervisor,property owner and all For 4 X 2 Orientation,locate � �, �� 3 cr other interested parties. O plates 0- '/16"from outsidea0 �a6 U 4. Cut members to bear tightly against each other. edge of truss. �- n- 5. Place plates on each face of truss at each joint and C,-a c6-7 Cs-s 00 embed fully.Knots and wane at joint locations are — *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI]. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPI I 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication, software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice Q X Lj perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or respects,equal to or better than that specified, Y Y BOCA 96-31,95-43,96-2Q-l,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 fit.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur,Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI I: National Design Specification for Metal Plate Connected Wood Truss Construction. MlTeko DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, ©2004 Mitek° Installing&Bracing of Metal Plate Connected Wood Trusses. - --- -------- -- --.__ - - -- Job Truss Truss Type- Qty Ply I Rick's Used Cars 19969318; 966'1 B06 ROOF TRUSS 2 2 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:08 2006 Page',1 '2-0'0. .3-7-0.. 7-0-0 --_., 12-5-9 -_. _- 17-9-7 23-3-0 26-8-0 30-3-0 ..,_.32.3-0 2-0-0 3-7-0 3-5-0 5-5-9 5-3-13 5-5-9 3-5-0 3-7-0 2-0-0 Scale=1:56.4 6x8 M1120 6x8 M1120=- 2x4 M1120 4x6 M1120 3x4 M1120 4 19 20 5 21 6 22 7 23 24 8 6.00112 3x4 M1120 3x4 M1120�� i 9 3 !� \ _ 210 1111, 3x8 M1120 18 17 25 26 1627 28 15 29 14 30 31 13 12 3x8 M1120 2x4 M1120:1 3x4 M1120 3x8 M1120 4x6 M1120- 3x4 M1120== 2x4 M1120:! 3x4 M1120 3-7-0 7-0-9- 12-5-9 17-9-7 23-3-0- - - 26-8-0- <-- 30-3-0 -- 3-7-0 3-5-0 5-5-9 5-3-13 5-5-9 3-5-0 3-7.0 Plate Offsets(X,Y): [4:0-54,0-3-81,L8.6-5-4,6-3-81 DEFIL in GRIP TODADING CLL (p O Plates blNer lGcrease 21 25 BCI 0.6$ VVert(LL) 0.35 rt(TL) 0.31 14I 16 >/999 240 M1111240 ES 249/190 BCLL 10.0 Rep Stress Incr NO WB 0.37 Horz(TL) -0.10 10 n/a n/a BCDL 5.0 1 Code FBC2001/ANSI95 (Matrix) i Weight:433 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-13 oc bracing. j WEBS 2 X 4 SYP No.3 This truss design is based upon the building code shown.This code has been specified REACTIONS (Ib/size) 2=3279/0-5-8,10=3278/0-5-8 by the project engineer/architect,or building designer.The applicability of this code Max Harz 2=190(load case 4) in any particular jurisdiction should be confirmed with the building official prior to Max Uplift2=-4008(load case 4),10=-3982(load case 5) truss fabrication.This determination is not the responsibility of the component/truss designer. I FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47,2-3=-5993/7114,3-4=-6174/7524,4-19=-7061/8753,19-20=-7061/8753,5-20=-7061/8753,5-21=-7061/8753, 6-21=-7061/8753,6-22=-7061/8753,7-22=-7061/8753,7-23=-7061/8752,23-24=-7061/8752,8-24=-7062/8753, 8-9=-6172/7543,9-10=-5992/7113,10-11=0/47 BOT CHORD 2-18=-6180/5185,17-18=-6180/5185,17-25=-6652/5555,25-26=-6652/5555,16-26=-6652/5555,16-27=-8528/7061, 27-28=-8528/7061,15-28=-8528/7061,15-29=-8528/7061,14-29=-8528/7061;14-30=-6601/5553,30-31=-6601/5553, 13-31=-6601/5553,12-13=-6097/5184,10-12=-6097/5184 WEBS 3-18=-109/285,3-17=-668/474,4-17=-853/815,4-16=-2339/1858,5-16=-352/731,7-16=-47/67,7-14=-376/758, 8-14=-2317/1844,8-13=-854/815,9-13=-671/478,9-12=-109/281 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4008 Ib uplift at joint 2 and 3982 Ib uplift at joint 10. John L.Galinski,FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 Continued on page 2 March 22006 ®WARNYNG-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. I 6-4-8 ' dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. II —II Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely Seat, or X-bracing,is always required.See BCSII. x/16, 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-a materials on inadequately braced trusses. WEBS c3,4 4 3. Provide copies of this truss design to the building m designer,erection supervisor,property owner and all Om 0 other interested parties. For 4 x 2 orientation,locate C) " �,, 3 �� 0O p plates 0-1/16"from outside a �a6 v 4. Cut members to bear tightly against each other. edge of truss. CL 5. Place plates on each face of truss at each joint and c7-8 csa c5-s 00 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeka DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate d ©2004 Mitek° Connected Wood Trusses. ------- -- ------- ------- ----- ----- --- - - -------- Job Truss Truss Type Qty Ply Rick's Used Cars 19969318 9601 B06 ROOF TRUSS 2 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:08 2006 Page,2 NOTES 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)572 Ib down and 823 Ib up at 7-0-0,31 Ib down and 122 Ib up at 9-0-12,31 Ib down and 122 Ib up at 11-0-12,31 Ib down and 122 Ib up at 13-0-12,61 Io down and 243 Ib up at 15-0-12,31 Ib down and 122 Ib up at 17-2-4,31 Ib down and 122 Ib up at 19-2-4,and 31 Ib down and 122 lb up at 21-2-4,and 612 Ib down and 823 Ib up at 23-3-0 on top chord,and 618 Ib down and 813 Ib up at 7-0-0,149 Ib down and 172 tb up at 9-0-12,149 Ib down and 172 lb up at 11-0-12,149 Ib down and 172 lb up at 13-0-12,297 Ib down and 344 Ib up at 15-0-12,149 Ib down and 1721b up at 17-2-4,149 Ib down and 1721b up at 19-2-4,and 149 Ib down and 172 Ib up at 21-2-4,and 618 Ib down and 813 Ib up at 23-2-4 an bottom chord. The designlselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-8=-54,8-11=-54,2-10=-30 Concentrated Loads(Ib) Vert:4=-572(B)6=-61(6)8=-572(6)17=-618(B)13=-618(B)19=-31(B)20=-31(B)21=-31(B)22=-31(B)23=-31(B)24=-31(B)25=-149(B)26=-149(B)27=-149(B) 28=-297(B)29=-149(6)30=-149(B)31=-149(8) i A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component, Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIfTPII Quality Criteria,DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute,683 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely Seat. or X-bracing,is always required.See BCSI1. ,/s, 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z Cas materials on inadequately braced trusses. WEBS ca 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �, � other interested parties. 3 O plates 0- 'V16"from outside a. �p6 3 U 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and c6-7 c5-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably connector plates, the environment in accord with ANSI/TPIItected from 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots,Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11, Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or respects,equal to or better than that specified. Y Y BOCA 96-31,95-43,96-20-1,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: National Dei r ANSI/TPII: Na Design Specification for Metas Plate Connected Wood Truss Construction. MiTeka DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate ©2Q04 Mitek Connected Wood Trusses. R Job Truss Truss Type Qty Ply Rick's Used Cars 19969319 9601 J01 ROOF TRUSS B 1 _ Job Reference(optional) _ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:08 2006 Pagel -2.0-0 1-0-0 3 200 100 Scale=1:8.1 i I 6.00112 2 i I N ii / o j i T 4 1 1 I i" 3x4 M1120 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 j Plates Increase 1.25 TC 0.54 Vert(LL) -0.00 2 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Verll -0.00 2 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC20011ANS195 (Matrix) Weight:71b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=267/0-3-8,4=14/Mechanical,3=-93/Mechanical Max Horz2= 66(6 ad case 5) This truss design is based upon the building code shown.This code has been specified Max Uplift2=-466(load case 5),3=-93(load case 1) 9 P 9 Pe Max Grav2=267(load case 1),4=14(load case 1),3=182(load case 5) by the project engineer/architect,or building designer.The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to FORCES (lb)-Maximum Compression/Maximum Tension truss fabrication.This determination is not the responsibility of the componentitruss designer. TOP CHORD 1-2--0/39,2-3=-86/122 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 466 Ib uplift at joint 2 and 93 Ib uplift at joint 3. LOAD CASE(S)Standard j li John L.Galinski,FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8.2006 WARNING-Verfy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, r•�® Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 AppVicablllty of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSUTPII Quality Criteria.DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and Securely seat. or X-bracing,is always required.See BCSI1. 0-1/16 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-3 materials on inadequately braced trusses. WEBS c,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all Om r other interested parties. *For 4 x 2 orientation,locate = �,, �� 0 PF 0- '/16"from outside 0- Sp6 4. Cut members to bear tightly against each other, edge of truss. 0 5. Place plates on each face of truss at each joint and c-a csa ce-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI I I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others, (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: 1: National D for Metal ANSI/TPI Design Specification r Plate Connected Wood Truss Construction, M iTek@ DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, ,m Installing &Bracing of Metal Plate * ©2004 Mitek® Connected Wood Trusses. ___ Job � Truss �Truss Type Qty Ply , Rick's Used Cars 19969320 96(f1 J03 ROOF TRUSS :8 1 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:08 2006 Page'1 -2-0-0 _ 3-0-0 200 300 3 Scale=1:12.5 6 00 12 I / N 2 a �� 3x8M1120'.'r 4 v _ 3x4 M1120 _- 3-0-0 3-0-0 Plate Offsets(X,Y): 12:0-0-0,0-1-01,12:0-1-12,0-7-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0Plates Increase 1.25 TC 0.57 Vert(LL) -0.00 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.01 2-4 >999 240 Rep WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSf95 (Matrix) Weight:15 Ib BCLL 10.0 Re Stress Incr YES LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purfins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2 X 6 SYP No.2 This truss design is based upon the building code shown.This code has been specified REACTIONS (Ib/size) 3=27/Mechanical,2=277/0-3-8,4=42/Mechanical by the project engineer/architect,or building designer.The applicability of this code Max Horz2=248(load case 5) in any particular jurisdiction should be confirmed with the building official prior to Max Uplift3=-91(load case 4),2=-375(load case 5) truss fabrication.This determination is not the responsibility of the component/truss designer. FORCES (ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39,2-3=-100/7 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterfor(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. j 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 Ib uplift at joint 3 and 375 ib uplift at joint 2. LOAD CASE(S)Standard John L.Galinski,FL Lie#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8.200G 14515 N.Outer Forty, WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE, Suite N. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Chesterfield,MO 63017 300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding tabricafion,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/.q *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and Securely seat. or X-bracing,is always required.See BCSI1. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z c2-3 materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate = �, �3� o other interested parties. plates 0- /1e"from outside U 4. Cut members to bear tightly against each other. edge of truss. 0 n) 5. Place plates on each face of truss at each joint and c�-a c6-7 c5-6 00 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. BEARING 14. Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. IV number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITeko DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate ® ©2004 Mitek® Connected Wood Trusses. - ---------- — — --- ------ ------ — - --- ------- Job 'Truss Truss Type ,Qty Ply Rick's Used Cars 19969321 9601 J05 ROOF TRUSS 8 1 __ —L Job Reference(optional) _ Builders Truss Mfg.,Woodbine,GA 315620 9 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24.09 06 Pagel t -2-0-0 5-0-0 2-0-0 5-0-0 3 I Scale=1:17.0: i � I 6.001 12 ,I I 2 p r , i l� 3.8 M1120 3x4 M1120 5-0 0 5-0-0 Plate Offsets(X,Y): [2:0-0-0,0-1-Oj,[2:0-1-12,0-7-14) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) -0.03 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.04 2-4 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horc(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC20011ANS195 (Matrix) Weight:21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2 X 6 SYP No.2 This truss design is based upon the building code shown.This code has been specified REACTIONS (Ib/size) 3=101/Mechanical,2=342/0-3-8,4=72/Mechanical by the project erigineerfarchitect,or building designer.The applicability of this code Max Harz 2=348(load case 5) in any particular jurisdiction should be confirmed with the building official prior to Max Llplift3=-234(load case 5),2=-395(load case 5) truss fabrication.This determination is not the responsibility of the component/truss designer. FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39,2-3=-223/37 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1,33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 234 Ib uplift at joint 3 and 395 lb uplift at joint 2. LOAD CASE(S) Standard John L.Galinski,FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8,2006 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, �® Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Appiicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M1 fabrication,quality control,storage,delivery,erection and bracing,consult Al Quality Criteria,DSB-89 and BCSI1 Building Component Satety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. I e Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X bracing,is always required.See BCSI 1. � 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack ci-z cza materials on inadequately braced trusses. oWEBS ca,, 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate �, �� other interested parties. plates 0- V16"from outside O °6 4. Cut members to bear tightly against each other. edge of truss. � � 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-s O� embed fully.Knots and wane at joint locations are _„ *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPII. required direction of slots in 8 7 6 5 connector plates. 6. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI I. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. responsibility of truss fabricator.General practice The first dimension is the width p y 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/orBOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12, Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft,spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. 14. Indicates location where bearings Connections not shown are the responsibility of others. NrIA (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior 17 reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate 8 ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type City Ply Rick's Used Cars 19969322 96T1 'J07 !ROOF TRUSS 20 1 __ !Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:09 2006 Page1 -2-0-0 3-5-4 7-0-0 2-0-0 3-5-4 3-6-12 4 ,..` Scale=1:23.0 6.00'12 1.5x4 M1120 i m 3 2 i 19 - 3x10 M1120 1 / - 5 3x4 M1120 3x4 M1120 7-0-0. - -- i 700 Plate Offsets X,Y: 2:0-0-0,0-1-0, 2.0-2-8,Ed LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.11 2-5 >750 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.16 2-5 >500 240 BCLL 10.0 Rep Stress Incr YESWB 0.20 Horz(TL) -0.01 5 n/a n/a BCDL 5.0 Code FBC2001/ANSI95Matrix ( ) Weight:34 1b I LUMBER BRACING -_- i TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left:2 X 6 SYP No.2 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to REACTIONS (Ib/size) 4=85/Mechanical,2=417/0-3-8,5=179/Mechanical truss fabrication.This determination is not the responsibility of the component/truss designer. Max Harz 2=448(load case 5) Max Uplift4=-180(load case 5),2=-440(load case 5),5=-166(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39,2-3=-232/245,34=-138/29 BOT CHORD 2-5=-602/151 WEBS 3-5=-170/678 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 2)Refer to girders)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 Ib uplift at joint 4,440 Ib uplift at joint 2 and 166 lb uplift at joint 5. LOAD CASE(S)Standard John L.Galinski,FL Lic#60642 MiTek Industries, Inc. 14515 North Outer Forty Drive j Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8 2005 ®WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, ��® Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Appi.lcability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component L Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -01 13/4 *Center plate on joint unless x,y offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI 1. /i6 1 2 3 2. Never exceed the design loading shown and never stack TOP CHORDS g g c1-2 c2-3 materials on inadequately braced trusses. WEBS �3, 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all o *For 4 x 2 orientation,locate �, �,� 1 other interested parties. plates 0- 1/16"from outside 0- a 4. Cut members to bear tightly against each other. edge of truss. o- 5. Place plates on each face of truss at each joint and c7-8 csa ce-6 embed fully.Knots and wane at joint locations are — *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI I I. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI]. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11, Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or respects,equal to or better than that specified. y BOCA 96-31,95-43,96-20-1,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. MiTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply Rick's Used Cars 19969323 9601 J1 ROOF TRUSS 4 1 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 — 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue'lar 07 15:24:09 2006 PageA -2-0-0 1-0-0 200 100 Scale=1:5.5' 2 3.00 12 , I 4 1-0-0 3x4 M1120 - 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.00 2 >999 360 i M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:6lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=272/0-5-8,4=14/Mechanical,3=-97/Mechanical This truss design is based upon the building code shown.This code has been specified Max Horz2=76(load case 3) by the project engineer/architect,or building designer.The applicability of this code Max Uplift2=462(load case 3),3=-97(load case 1) in any particular jurisdiction should be confirmed with the building official prior to Max Grav2=272(load case 1),4=14(load case 1),3=177(load case 3) truss fabrication.This determination is not the responsibility of the componentitruss designer. FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-63/88 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MW FRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. i 2)Refer to girders)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 462 Ib uplift at joint 2 and 97 Ib uplift at joint 3. LOAD CASE(S)Standard I John L.Galinski,FL tic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8 2006 A6 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, �iiiiiiiii® Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite*300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of The erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. M I e k Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 1 dimensions shown in ft-in-sixteenths Dimensions are in ff-in-sixteenths. -"I� Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seator X-bracing,is always required.See BCSI1. . a 11 16, 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c,-z cz-a materials on inadequately braced trusses. WEBS 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all * Oz m ,� D other interested parties. For 4 x 2 orientation,locate �, o P 0- / e"from outside ��6 " U 4. Cut members to bear tightly against each other. edge of truss. a 5. Place plates on each face of truss at each joint and cs- c5-6 OF- embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1, required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTeko DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate r ©2004 Mitek° Connected Wood Trusses. --—---- -- —----— _ -- ---. Job 'Truss Truss Type Qty Ply Rick's Used Cars 1 19969324 9601 IIJ3 ROOF TRUSS 4 1 _ — 1 Job Reference(optional) Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:10 2006 Page t -2-0-0_ 3-0-0 2-0-0 3-0-0 Sc =1:8.2 3.001112 v 2 N ui s- I �u I� 4 3x4 M1120 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 11 Vert(LL) -0.00 2-4 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) -0.00 2-4 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=20/Mechanical,2=283/0-5-8,4=41/Mechanical This truss design is based upon the building code shown.This code has been specified Max Horz2=123(load case 3) by the project engineer/architect,or building designer.The applicability of this code Max Uplift3=-66(load case 4),2=-413(load case 3) in any particular jurisdiction should be confirmed with the building official prior to FORCES (Ib)-Maximum CompressionlMaximumTenston truss fabrication.This determination is not the responsibility of the componentltruss designer. TOP CHORD 1-2=0/16,2-3=-42/2 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MW FRS for reactions specified. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 66 Ib uplift at joint 3 and 413 Ib uplift at joint 2. LOAD CASE(S) Standard John L.Galinski,FL Lic#60642 MiTek Industries,Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 March 8.2006 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, �® Design valid for use only with MiTek connectors,This design is based only upon parameters shown,and is for an individual building component, Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. MiTek Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat, or X bracing,is always required,See BCSII. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS c,,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate T �,� 3 �,�� 3 T_ other interested parties. plaO tes 0- 1h6"from outside 0- �a6 " U 4. Cut members to bear tightly against each other. edge of truss. 0 o_ 5. Place plates on each face of truss at each joint and 17�c7-8 c6-7 ce-s 00 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication, software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. Welke DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. -- --- —--- - ----- ---- — — Job _—Truss .Truss Type Qty ---'Ply Rick-'s Used Cars 19969325 9681 J5 ROOF TRUSS 4 1 _ Job Reference(optional) _ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:10 2006 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 3 : Scat 1:11.5' 3.00112 N m , 2 Y I A 4 3x4 M1120--_ _5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.03 24 >999 360 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.04 2-4 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=96/Mechanical,2=345/0-5-8,4=71/Mechanical This truss design is based upon the building code shown.This code has been specified Max Harz 2=173(load case 3) by the project engineer/architect,or building designer.The applicability of this code Max Uplift3=-178(load case 3),2=-451(load case 3) in any particular jurisdiction should be confirmed with the building official prior to truss fabrication.This determination is not the responsibility of the component/truss designer. FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-106/21 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 178 Ib uplift at joint 3 and 451 Ib uplift at joint 2 LOAD CASE(S)Standard i John L.Galinski,FL Lic#60642 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO,63017 FL Cert.#6634 �_y _- March 8 2006 q WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, �� Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 Is for lateral support of Individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult Al Quality Criteria,DSB-89 and BCSI1 Building ComponentMA Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. I TO Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/q *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and Securely Seator X-bracing,is always required.See BCSI1. x/16 . 1 2 3 2. Never exceed the design loading TOP CHORDS g g shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS c3,4 4 3, Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate T_ �, ,,�� other interested parties. plates 0- 1/16"from outside O �a6 0 4. Cut members to bear tightly against each other. edge of truss. 5. Place plates on each face of truss at each joint and FL-11-8 c6-7 ce-6 embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 b. Design assumes trusses will be suitably protected from connector plates, the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19/o at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. responsibility of truss fabricator.General practice The first dimension is the width p y 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal Mi! Plate Connected Wood Truss Construction. M iTeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate C 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type City Ply Rick's Used Cars 19969326'. 96,511 lJ7 ROOF TRUSS 12 1 _ Job Reference(optional) _ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:10 2006 Page 1 -2-0-0 7-0-0 - - - _. zoo 700 4Sca =1:14.9 1.5x4 M1120 3.00;12 _- -- 3 N _ i 2 _ Ili = t p ; j \ 5 3x4 MI120-- 3x4 M1120 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.11 2-5 >757 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.16 2-5 >505 240 BCLL 10.0 Rep Stress Incr YES WB 0.24 Horc(TL) -0.01 5 n/a n/a BCDL 5.0Code FBC2001/ANSI95 (Matrix) Weight:291b - - - — _ LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. WEBS 2 X 4 SYP No.3 This truss design is based upon the building code shown.This code has been specified REACTIONS Ib/size 4=75/Mechanical,2=421/0-5-8,5=183/Mechanical by the project engineer/architect,or building designer.The applicability of this code ( ) in any particular jurisdiction should be confirmed with the building official prior to Max Harz 2=223(load case 3) truss fabrication.This determination is not the responsibility of the component/truss designer. Max Uplift4=-135(load case 3),2=-516(load case 3),5=-135(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/16,2-3=-285/594,3-4=-57/14 BOT CHORD 2-5=-750/235 WEBS 3-5=-249/795 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;partially;MWFRS gable end zone and C-C Exterior(2)zone;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 135 Ib uplift at joint 4,516 Ib uplift at joint 2 and 135 Ib uplift at joint 5. LOAD CASE(S)Standard John L.Galinski,FL Lic#60642 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO,63017 FL Cert.#6634 March18i 2006 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, fir® Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Chestertield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the W1 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek° Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Symbols Numbering System BGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 1 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal or X-bracing,is always required.See BCSI1. and securely seat. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. C1-2 C2-3 WEBS c3, 4 3. Provide copies of this truss design to the building rr ° designer,erection supervisor,property owner and all O m n Ir o other interestedarties, *For 4 x 2 orientation,locate �,., 3 �� O p plates 0- 1/16"from outside a. 1 U 4. Cut members to bear tightly against each other. edge of truss. o 5. Place plates on each face of truss at each joint and Csa Cs-s embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1. required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted,moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19%at time of fabrication. soffware or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection, dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated b symbol shown and/or respects,equal to or better than that specified. Y Y BOCA 96-31,95-43,96-20-l,96-67,84-32 by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ft.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. Uk (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M ITe'ko DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, ©2004 Mitek° Installing &Bracing of Metal Plate Connected Wood Trusses. Job Truss Truss Type Qty I ply Rick's Used Cars 961 'JC09 '�.ROOF TRUSS 4 19969327'�. 1 ' _--_— ___ 'Job Reference(optionalZ Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:10 20_06 Page'1 2-9-15 _ ,.. _ 4-10-7 9-19-1 2-9-15 4-10-7 4-11-10 3x5 M1120 Scale=1:24.3 5 6 , 11 4.24112 3x4 M1120 ' i i I I 4 j of 10 N = I � i 2 `1 3x4 MII20 t 12 13 9 14 8 7 3x6 M1120-- 1.5x4 M1120:1 3x5 M1120 0-6-4 4-10-7 9-10-1 0-6-4 4-4-2 4-11-10 Plate Offsets(X,Y). 12:0-1-0,0-1-81,f8:0-1-12,0-1-8 - - LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.04 8-9 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.06 8-9 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.25 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:53 lb I LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. WEBS 2 X 4 SYP No.3"Except' 5-82X4 SYP No.2 SLIDER Left 2 X 4 SYP No.3 2-4-13 This truss design is based upon the building code shown.This code has been specified by the project engineer/architect,or building designer.The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to REACTIONS (Ib/size) 7=499/Mechanical,2=595/0-1-8 truss fabrication.This determination is not the responsibility of the component/truss designer. Max Hoa 2=449(load case 2) Max Uplift7=-635(load case 2),2=-759(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-3=-710/625,3-10=-623/638,4-10=-638/624,4-11=-151/110,5-11=-80/0,5-6=-6/0,5-8=-174/364, BOT CHORD 2-12=-793/604,12-13=-793(604,9-13=-793/604,9-14=-793/604,8-14=-793/604,7-8=0/0 WEBS 4-9=0/208,4-8=-554/736 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;partially;MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 635 Ib uplift at joint 7 and 759 Ib uplift at joint 2. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)0 Ib down and 33 Ib up at 4-2-15,0 Ib down and 33 Ib up at 4-2-15,and 47 Ib down and 176 Ib up at 7-0-14,and 47 Ib down and 176 Ib up at 7-0-14 on top chord,and 16 Ib up at 1-4-15,16 Ib up at 1-4-15,12 lb down at 4-2-15,12 Ib down at 4-2-15,and 42 Ib down at 7-0-14,and 42 Ib down at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) John L.Galinski,FL Lie#60642 Vert:1-5=-54,5-6=-54,2-7=-30 MiTek Industries,Inc. Concentrated Loads(lb) 14515 North Outer Forty Drive Vert:10=54(F=27,B=27)11=-93(F=-47,B=-47)12=31(F=16,B=16)13=-25(F=-12,B=-12)14=-85(F=-42,8=42) Suite 300 Chesterfield, MO,63017 FL Cert.#6634 —_ March 8 2006 ®WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE.SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719 MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless x,y Failure to Follow Could Cause Property ty Injury or Personal In offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage j y Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X-bracing,is always required.See BCSI1. p 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack c1-2 c2-3 materials on inadequately braced trusses. WEBS c3, 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all *For 4 x 2 orientation,locate T �, 3 �3 cc other interested parties. P lates 0- /ie"from outside O �a6 = 4. Cut members to bear tightly against each other. edge of truss. 0 a 5. Place plates on each face of truss at each joint and c7-8 cs-� cs-s O0 embed fully.Knots and wane at joint locations are _, *This symbol indicates the BOTTOM 6 5 TOM CHORDS regulated by ANSI/TPII. 8 required direction of slots in 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI I I. * Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber shall software or upon request, JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 9. Camber is anon-structural consideration and is the The first dimension is the width responsibility of truss fabricator.General practice 4 X 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/OrBOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. �Su (supports)occur.icons vary but 15. Do not cut or alter truss member or plate without prior reaction section indicates joint approval of a professional engineer. number where bearings occur, 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII: National Design Specification for Metal t Plate Connected Wood Truss Construction. M ITeka DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing&Bracing of Metal Plate • ©2004 Mitek' Connected Wood Trusses. Q\/\j 9\l -- - ----- - -- ----- - -- -- -------— Job Truss Truss Type-- - Qty Ply Rick's Use-d Cars 9lJC9 ;ROOF TRUSS 19969328 2 1 ___ __' Job Reference(optionaq Builders Truss Mfg.,Woodbine,GA 31569 6.200 s Oct 18 2005 MiTek Industries,Inc. Tue Mar 07 15:24:11 2006 Page,1 ~ _ -2-9-15 .- __ _. _ 5-0-8 9-10-1 2-9-15 5-0-8 4-9-9 Scale=1:21.2' 3x5 M1120 5 6 2.12112 1t 3x4 M1120 10 N 3 2 t - 12 3x4 M1126- 13 9 14 8 7 3x4 M1120 3x4 M1120 1.5x4 MI 120 11 3x6 M1120-- I 0-3-2 5-0-8 _ 9-10-1 i 0-3-2 4-9-5 4-9-9 Plate Offsets(X,Y): [2:0-8-1,0-1-8],[8:0-2-12,0-1-8] LOADING sf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Verl 0.06 8-9 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.07 8-9 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.28 Horz(TL) -0.01 7 n/a n/a BCDL 5.0 Code FBC2001/ANSI95 (Matrix) Weight:47 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-5-0 all bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2-2-9 This truss design is based upon the building code shown.This code has been specified REACTIONS (Ib/size) 2=585/0-4-10,7=462/Mechanical by the project engineer/architect,or building designer.The applicability of this code in any particular jurisdiction should be confirmed with the building official prior to Max Horz2=224(load case 2) truss fabrication.This determination is not the responsibility of the component/truss designer. Max Uplift2=-759(load case 2),7=-476(load case 2) FORCES (Ib)-Maximum CompressionlMaximum Tension TOP CHORD 1-2=0/16,2-3=-989/864,3-10=-952/871,4-10=-949/871,4-11=-224/185,5-11=-195/159,5-6=-1/0,5-8=-164/303 BOT CHORD 2-12=-936/927,12-13=-936/927,9-13=-936/927,9-14=-936/927,8-14=-936/927,7-8=0/0 WEBS 4-9=0/177,4-8=-745/767 NOTES 1)Wind:ASCE 7-98;120mph(3-second gust);h=30ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;partially;MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 759 Ib uplift at joint 2 and 476 Ib uplift at joint 7. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)25 Ib down and 34 Ib up at 4-2-15,25 Ib down and 34 Ib up at 4-2-15,and 42 lb down and 120 Ib up at 7-0-14,and 42 Ib down and 120 Ib up at 7-0-14 on top chord,and 16 Ib up at 1-4-15,16 Ib up at 1-4-15,11 Ib down at 4-2-15,11 Ib down at 4-2-15,and 41 Ib down at 7-0-14,and 41 Ib down at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-54,5-6=-14,2-7=-30 Concentrated Loads(lb) John L.Galinski,FL Lie#60642 Vert:10=68(F=34,B=34)11=-84(F=-42,B=-42)12=32(F=16,B=16)13=-22(F=-11,B=-11)14=-82(F=-41,B=41) Mitek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO,63017 FL Cert.#6634 March 8 2006 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. M i ek Symbols Numbering System ,&General Safety Notes PLATE LOCATION AND ORIENTATION 1 , *Center plate on joint unless x,y Failure to Follow Could Cause Property '/ Damage or Personal Injury offsets are indicated. 6-4-8� dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g.diagonal and securely seat. or X bracing,is always required.See BCSII. 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack �{ c+-2 cz-a materials on inadequately braced trusses, WEBS c3,4 4 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and all O other interested parties, *For 4 x 2 orientation,locate N �� 3 0 p 0 plates 0 / e"from outside 4. Cut members to bear tightly against each other. edge of truss. o C) 5. Place plates on each face of truss at each joint and c7-8 c6-7 Gs- 0embed fully.Knots and wane at joint locations are *This symbol indicates the BOTTOM CHORDS regulated by ANSI/TPI1, required direction of slots in 8 7 6 5 Connector laces. 6. Design assumes trusses will be suitably protected from p the environment in accord with ANSI/TPI I. * 7. Unless otherwise noted,moisture content of lumber shall Plate location details available in MITek 20!20 software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the NUMBERS/LETTERS. responsibility of truss fabricator.General practice The first dimension is the width p y 4 x 4 perpendicular to slots.Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type,size,orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size,and in all Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 respects,equal to or better than that specified, by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output.Use T,l or Eliminator bracing spacing shown on design. if indicated. ICBO 4922,5243,5363,3907 13. Bottom chords require lateral bracing at 10 ff.spacing, BEARING SBCCI 9667,9730,9604B,9511,9432A or less,if no ceiling is installed,unless otherwise noted. Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports)occur.Icons vary but 15. Do not cut or alter truss member or plate without prior IV reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPIl: National Design Specification for Metal Plate Connected Wood Truss Construction, Welke DSB-89: Design Standard for Bracing. BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing &Bracing of Metal Plate ©2004 Mitek® Connected Wood Trusses. V1WI&`/_�. NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS DATE l Act- 12�- b HIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted. 120 1 &Ie- ILLS lee.., 1. � 9 D'Rlf Brau Investments, LLC R. - AUO \��'',,►►(( 13648 Marsh Harbour Drive INVESTMENTS Jacksonville, Florida 32225 USA January 26,2006 Tel.: (904)-2206869 Fax: (904)-2205676 Mail: Rick's Used Cars c-sprungmann@brauinvestments.com Internet:www.brauinvestments.com Rick&Brenda Frazier 2602 Lois Lane Manager:Chris Sprungmann Jacksonville Beach,FL 32250 RE: Easement for Rick's Used Cars This letter is to inform you that we here by grant you permission and easement rights to use our property(RE#172049-0000) located south of your lot as a"right-of-way easement"to gain access to your property located at 1919 Mayport Road. These easement rights include; right of passage via privately owned Dora Rd and your required 24' entrance. This also includes drainage across the back of the property to allow water run off in to the existing ditch on the 4 property. M, We understand that Rick's Used Cars will pay(at it's cost)to have the , concrete drive installed and all related work for water run off,per plans. 4"` Rick's Used Cars will also maintain the parcel of land as part of there own ,r , . at no expense to us as part of this easement agreement. This maintenance shall include proper landscaping and general care. `,.y . K ' These Easement rights shall be accepted until which time Rick's Used Cars opts to purchase above mentioned RE for a mutually agreed price or at which time we intend to develop the land. Should the option to buy not be accepted and we develop the land it will be the responsibility for Rick's Used Cars remove the placed concrete at there expense. In no way shall the regular and long term use of the above mention RE ever constitute "Right of Possession." Sincerely Accepted hris ann&James Strickland ick&,BiFrazier • Jacksonville Fire and Rescue Department FIRE PREVENTION DIVISION a • F d� ✓SKS NIN-V X, PROJECT NAME: ADDRESS: / �Q?A2 XA REVIEWED BY: rf✓ d (630-4789) DATE: /'Z 10 co After initial review,the following exceptions were n his office as part of the building/mechanical permit pro 1.) 71,& v�� /�� h -50e) 1 t ,c 1,V, `lit°G� r ��012 �S 4.) e V/ -(i u c s -e ifs ws71ai rS 1931 EAST BEAVER STREET,JACKSONVELLE,FLORIDA 32202 PHONE: (904)630-0969 FAX: (904)630-0965 Brau Investments,LLC �- RRAUop 13648 Marsh Harbour Drive o Jacksonville, Florida 32225 INVESTMENTS USA Tel.: (904)-2206869 January 26,2006 Fax: (904)-2205676 Mail: c.sprungmann@brauinvestments.com Rick's Used Cars Internet:www.brauinvestments.com Rick&Brenda Frazier Manager:Chris Sprungmann 2602 Lois Lane Jacksonville Beach, FL 32250 RE: Easement for Rick's Used Cars K� This letter is to inform you that we here by grant you permission and easement rights to use our property(RE#172049-0000)located south of your lot as a"right-of-way easement"to gain access to your property located at 1919 Mayport Road. These easement rights include;right of passage via privately owned Dora Rd and your required 24' entrance. This also includes drainage across the back of the property to allow water run off in to the existing ditch on the property. We understand that Rick's Used Cars will pay(at it's cost)to have the concrete drive installed and all related work for water run off,per plans. Rick's Used Cars will also maintain the parcel of land as part of there own at no expense to us as part of this easement agreement. This maintenance t shall include proper landscaping and general care. These Easement rights shall be accepted until which time Rick's Used Cars opts to purchase above mentioned RE for a mutually agreed price or at which time we intend to develop the land. Should the option to buy not be accepted and we develop the land it will be the responsibility for Rick's Used Cars remove the placed concrete at there expense. In no way shall the regular and long term use of the above mention RE ever constitute "Right of Possession." Sincerely Accepted hris ann&James Strickland ' ick&B a Frazier Jacksonville Fire and Rescue Department FIRE PREVENTION DIVISION o C PROJECT NAME: ADDRESS: REVIEWED BY: rs✓ d (630-4789) DATE: &0 oil ell After initial review,the following exceptions were n his (fid© office as part of the building/mechanical permit pro ` ilk 0"e �Sj a , 1 1 - 4) d24 tf t -Qui li'( u e s -e f 7Q'/'dry 1931 EAST BEAVER STREET,JACKSONVILLE,FLORIDA 32202 PHONE: (904)630-0969 FAX: (904)630-0965 10� CITY OF ATLANTIC BEACH BUILDING AND PLANNING rj *} 800 SEMINOLE ROAD il tt1 ATLANTIC BEACH. FLORIDA 32233-5445 G TELEPHONE:(904)247-5800 s� J FAX:(904)247-5845 http://ci.atiantic-beach.fl.us May 20, 2005 Rick L. and Brenda Frazier 1404 Beach Boulevard Jacksonville Beach, Florida 32250 Re: City Commission action on Use-by-Exception Dear Mr. and Mrs. Frazier: This letter serves to confirm that the City Commission, at their meeting on Monday, May 09, 2005,-approved your application,as requested, for a Use-by-Exception-(File UBE-2005-04)_ to allow for redevelopment of a property within the Commercial General (CG) Zoning District and located at 1919 Mayport Road (Lots 1 and 2, Block 21, Donner's Replat) with uses to permit the sale of used automobiles and automotive repair. The City wishes you the best of luck in your new location, and please feel free to call me at 247-5826 with any questions you may have. Sincerely, Sonya B. Doerr, AICP Community Development Director cc: Donna Bussey, City Clerk APh 3��nopv MAP SHOWING BOUNDARY SURVEYS OF LOTS 1 & 2 BLOCK 21 ACCORDING TO THE PLAT OF DON NlER*$ REPLAT AS RECORDED IN PLAT BOOK 19 , PAGE(S) 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: RICK'S USED CARS, INC. , ATTORNEYS' TITLE INSURANCE FUND, INC. , OCEANSIDE BANK AND BUSCHMAN, AHERN, PERSONS & BANKSTON. si��toivs ROA,0 �ocRsu�Rv 130.90' R Las4ea LOT 3 15• 05. 13o.sr' (Al) BLOCK 21 0.4' O -10 �_ _^_ 314' 75,0- o a ,p`o`i`\ \ STEPS113.4' 1.319.5' 46\1PHONE 1 Ci N STORY nu NE 22.2' RISER 78.0' `� W/12'EA VFS .• 4 N N0.1937 10.2• 23.0' u� \ 24.3' n CONC. LOT 2 B moo STEPS LOCK 21 ' CABLE \ ;18.1' 9 1R/SER - + ^-GONG.� Q $ WOOD p�• `� °,o,' = 1.7' 10't STEP 2 DIRT DRNE �� 39.5• a D PECK � 82.8• CORY N 03 22.1' ~ • h / N W/1s Zrq 5 1. 1��,(•y$ /� NQ 1918 S LOT 4 MAIL & DSK .. 1.3 � /p� LOTS. 30.9' BLOCK 21 L.8.3672 eco °� 1 BLOCK 21 N Ir 50 R 112' AS N 49.54((M) OURDEN :l°ALT: 155.7T (M) CONC. � — LB1048 Q Co 155.00' �R) A/ONUMENT M£NT BLOCK 20 o� �t�`tt► GENERAL NOTES, v E Y 0 R S 1. ANGLES ARE SHOW ON THIS SURVEY J 2.STRUCTURE NO. 1919 & 1937 SHOWN HEREON UES WTHIN FLOOD ZONE X AS BEST DETERMINEDFROMFROM F.E_M.A. FLOOD MAPS PANEL NO-1 DATED04-17-1989. o ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, w LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED. 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT r 3846 BLANDING BOULEVARD LOCATED 8Y THIS SURVEY. 6 S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, ' TITLE, COVENANTS. RESTRICTIONS, CLOSURES, TAKINGS OR ORDINANCES,J ETC.O S S V CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. I HEREBY CERTIFY THIS SURVLY WAS DONE UNDER MY LEGENDIAWREVIATIONS DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C.=POINT OF CURVE COV D = COVERED STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY- OR L.B.5488 P.T. =POINT OF TANGENCY E.B.=ELECTRIC BOX 61G17-6 ORIDA ADMINISTR ON ODE CHA R 4X F.S. o FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE ■ FOUND CONCRETE MONUMENT (C.M.) P-C.C. = POINT OF COMPOUND CURVE X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W=RIGHT OF WAY BY: (R) =RECORD (M) - MEASURED CONC. = CONCRETE B.T.= BUILDING TIE, CHA ES . HATCHER RIDA CERTIFICAT N0. 3771 R. =RADIUS L_- ARC LENGTH A\C =NR CONDRIONER (E.T.) = EAVE TIE' CHARLES L. STARLING LORIDA CERTIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK Co =WATER METER -0.= UTUN POLE RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. -OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT --►= GUY ANCHOR P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.--OVER HEAD UTILITIES CH = CHORD JOB N0. 32854; 35467 DATE 04-07-2003 B.R.L. =BUILDING RESTRICTION UNE X-X CHAIN LINK FENCE BTN. - BETWEEN E.T. =ELECTRIC TRANSFORMER k PAD IN WIRE FENCE D-D WOOD FENCE rSCALE: 1" 30' DRAFTER A. KINSMAN J.EA -JACK50NVRLE ELECTRIC AUTHORITY C do R = COVENANTS RESTRICTIONS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISFD SFAI OF A FI nRInA LICFNSFI) SURVFYDR ANf) MAPPER COPY CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD t� ATLANTIC BEACH.FLORIDA 32233-5445 j s) TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atiantic-tx-ach.fl.us May 20, 2005 Rick L. and Brenda Frazier 1404 Beach Boulevard Jacksonville Beach, Florida 32250 Re: City Commission action on Use-by-Exception Dear Mr. and Mrs. Frazier: This letter serves to confirm that the City Commission, at their meeting on Monday, May 09, 2005;-approved your application, as requested, for a Use-by-Exception (File UBE-2005-04) to allow for redevelopment of a property within the Commercial General (CG) Zoning District and located at 1919 Mayport Road (Lots 1 and 2, Block 21, Donner's Replat) with uses to permit the sale of used automobiles and automotive repair. The City wishes you the best of luck in your new location, and please feel free to call me at 247-5826 with any questions you may have. Sincerely, c�s Sonya B. Doerr, AICP Community Development Director cc: Donna Bussey, City Clerk IVA14 CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT =J� j 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 —`' (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # �l - .321-36 Property Address: 1919 ///9V42Q,/'7 k4 Applicant: / !0 Project: 0&14 Cao n-�mfec iA L Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities Department and the following items need attention: T J nS ei 2 Keg 31411 IMe✓f-e✓'• 6,a rJ10 t S1 ' 1 e e k-r o w' a '✓ /u e. / 'r -e / o e- ' d (/r<le t t Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. Relvie,wed by Donna Kaluzniak, Public Utilities Director Date ' Signature Contractor Notified Date !.AbN CITY OF ATLANTIC BEACH r j 800 SEIVIINOLE ROAD J y ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032130 Date 3/22/06 Property Address . . . . . . 1919 MAYPORT RD Tenant nbr, name . . . . . . NEW COMMERCIAL Application description . . . COMMERCIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 200000 Owner Contractor -- ------------------- --- ------------- ----------- RICKS USED CARS THE GREGORY GROUP, INC. 1919 MAYPORT ROAD 1015 ATLANTIC BLVD ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 237-6655 --------------------------------------------------- ----- -------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 760 . 00 Plan Check Fee 380 . 00 Issue Date . . . . Valuation . . . . 200000 ----- -- - -------- -- -------------------------------- ----------------- --------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 54 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 14 . 62 AB CONSTRUCTION SURCHARGE 1 . 62 STATE RADON SURCHARGE 10 . 26 SEWER IMPACT FEES 1280 . 00 WATER IMPACT FEE 190 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 760 . 00 760 . 00 . 00 . 00 Plan Check Total 380 . 00 380 . 00 . 00 . 00 Other Fee Total 1942 . 04 1942 . 04 . 00 . 00 Grand Total 3082 . 04 3082 . 04 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILr,o DES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH t� 4TqtVIT CALCULATION SHEET Date: -2113 Dip Address Heated Square Footage @ $. per sq ft= $ Garage/ Shed @$ per sq ft= $ Carport/Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + '/2 Filing Fee $ FLOOD ZONE: ( ) Fireplaces @$35.00 $ IMPERVIOUS SURFACE: ,z 43fnrs eiTs- �� BUILDING PERMIT FEE $ y WATER IMPACT FEE $ qo C/2.EorTs FO/t. 1 So ik -w SEWER IMPACT FEE $ 12 O 3 f S F� 5 u.aa WATERMETER/TAP $ �' ✓�me f:er Onl�) a. CAPITAL IMPROVEMENT$ ,3a,�✓ V SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ,3 5 ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE $ 1/13/03 a�,3le6 WATER IMPACT FEE WORKSHEET ADDRESS: pl GW. DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD RES U ITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 / Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountainficemaker Floor drains 2 Hose bib 1 Kitchen sink, domestic 2 Kitchen.sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 `g 3 0 ,� Shower compartment domestic 2 Sink 2 Urinal 4 Urinal, l gallon per flush or less 2 Wash sink (circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet,private installation 4 Water closet, public installation g 1/3 J TOTAL NUMBER OF UNITS-- MULTIOUED X 20 TOTAL$ _ L(Qo CITY OF ATLANTIC BEACH PERMIT CALCULATION ILE C ION SHEE Copy Date •3• !•�' ( Permit Number Address /t'f h y,4a R 7- ap. - 1QC Eft`.,ce-z Af dw Contact Name Phone Heated Square Footage 3 4 7 @ $ Z, per sq ft=$ 2 12 2 T Gara Shed g e-(2- @ $ S 7 per sq ft=$ S3 (a 4 Y Carport/Porch @ $ per sq ft=$ Deck @ $ per sq ft=$ Patio. @ $ per sq ft= $ TOTAL VALUATION: T $ Total Val ation 1st $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: VB TOTAL BUILDING FEE $ ZONING: G G + % Filing Fee $ FLOOD ZONE:�_ ( )Fireplaces @$35.00 $ —C� IMPERVIOUS SURFACE: 17 AB CONSTRUCTION SURCHARGECAPITAL IMPROVEMENT $ CITY RADON SURCHARGE 21 116 '� $ _O SECTION H IMPACT FEE $ SEWER IMPACT FEES $ /2 FO SEWER TAP FEES $ ST CONSTRUCTION SURCHARGE 32 Y $ STATE RADON SURCHARGE 1./60 $ WATER CONNECT/METER ONLY $ �S WATER CONNECT/TAP&METER $ O WATER CROSS CONNECTION $ 3 WATER IMPACT FEE $ 190 ✓ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH 2.Oa6 PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane �> Atlantic Beach,Florida 32233 (904)247-5834 v (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # W _�� Property Address: Applicant: Project: % 'l 1. e,� a' I )6our application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. PP PP Your permit application has been reviewed by the Public Works Department '\ and the following items need attention: COMMENT 3/2/06 -- Easement for driveway/drainage not g_Eanted by owner of record per tax appraiser' s website (Victor Dor u) . Drainge easement must be permanent easement. i 7—/C - ," Please submit these requirements to the Public 'Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Reviewed by Rick Carper; P.E., Public Works Director Date Signature Contractor Notified Date ra1.?e-e61/ � 0, FROM FAX NO. Feb. 17 2003 03:I0PM PS ,�z //-rD G SND p�✓/� ,�/�i" ' �f /��,�J'r�rs /�-�y C ICSO N V I d ,�+ /� /g Rfi/pori Graham Shirley From: Carper, Rick Sent: Monday, March 06, 2006 1:54 PM To: Graham Shirley; Cunningham, Kerri Subject: Building Permit 06-32130 Shirley&/or Kerri, Lisa is out today and no one else has access to input plan review comments. Would you please add PW approval (APN)to this permit(1919 Mayport Road) and add the following comment: "Per discussion with Owner& Engineer, on-site total retention area to be provided. Building permit approved; Certificate of Occupancy will not be approved until drainage calculations have been reviewed/approved and retention area constructed per required design". Thanks, Rick Ricky L. Carper, P.E. Director of Public Works/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper@coab.us PLEASE NOTE: Florida has a very broad public records law. Your e-mail communications may be subject to public disclosure. COPY JS CITY OF ATLANTIC BEACH t js1 BUILDING AND PLANNINC; 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 httPdki-atlantic-beach.fius May 20, 2005 Rick L. and Brenda 1 1404 Beach Bouleva ..r1._._ ... Jacksonville Beach, i Re: City Commissi Dear Mr. and Mrs. Fr This letter serves to c(- 2005,-approved your h to allow for redevel ay, May 09, District and located at IG) uses to permit the sale w_. __ _.. ..._ .__. . . .. .._ tep Zoning .. vn.._.�_ .hn_ ti..r..,._, �...� _.. _,...,� ....�teplat) with The City wishes you tf...._ __ ... .... 247-5826 with any que _..v. ..._.. .._ _ . _ . ._ ._. .. , . . y.....,.,._ �.,a call me at Sincerely, Sonya B. Doerr. AICP Community Developmej cc: Donna Bussey, City Clerk CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION "~ (New/Residential & Commercial) Date: Job Address: Owner's Name: LZW1 rk s 4� S Address: 1-015 Phone: 33 Legal Description: Block Number: ;2 Lot Number- `'t" 2, Zoning District- !V- Y Contractor:`ME-- -gyp ...- � T�`r,�— State License Number: Address: fof ATu pjgC_ 4t 296 Phone: City: kT-L —" r State: Zip:_52jg3Fax: 9041 Describe proposed use and work to be done: � tt x i. aL J�-20= 1} 1- C!0.62 a�Mb SJj 1 C> Present use of land or building(s): � Valuation of proposed construction: ,,nzn Is approval of Homeowner's Association or other private entity required?)CZ>If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material, addition of 5%or more to the original impervious area or the removal of any trees? ❑NO. Applicant certifies that no change in site grade, impervious area 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 :6 Permit, NO. 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 providg 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. TY)zz'r-1--1 934 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 C idavit if owner is contractor,and four(4)complete sets of construction plans to the Buildi Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(90, ` Ur 800 Seminole Road •Atlantic Beach,Florida 32 Phone: (904)247-5800 • Fax: (904)247-5845 • http://ww Page 2 Revised 8/04 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. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application(please print). Name: ��- Mailing Address: Jol`s 7:ej.tA 4 2 T,ee, YZ - -3Z2—.3 3 Telephoner Fax:QGL` ;Ic16— / E-Mail: ej oPeT I hereby certify that I have read and examined this application and attached documentation 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 correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: Date: AS TO OWNER: NI Sworn to and subscribed before me this \ day of y ,20 tea . State of Florida,County of Duval 6lOL-SBf-aoe�n eoi,wnw�al,pew e_ ,a , �> 60OZ 10£ounr sandx3 ,o �` Notary s Signature: 069"Ga#U01SSIwwoo ? aM6J�J '8 /�aora.1,1 ��d A�yo r_1 Personally known Produced identification Type of identification produced�� Signature of Contractor: Date: (z) AS TO CONTRACTOR: Sworn to and subscribed before me this /J-40 day of '1( ,20 OV State of Florida,County of Duval Notary's Signature: a°`"•R '�e�% BRENDA J.FRAZIER Personally known EX * V-0131 * COMMISSIONx2275126 ❑ Produced identification T EXPIRES:Decembb er 21,2007 Type of identification produced q FOF F1.0Bonded Thru Budget Notary Services 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.ationtic-beach.fl.us Page 3 Revised 8/04 FROM FAX NO. Mar. 03 2003 08:03PM P1 ,r fv ...� �y (Y f �- ? , /C. ,;c "�' >1 a;� �74 IY2 4,61 0; j,J NJ /,j/a4o' NOTICE OF COMMENCEMENT State of Tax Folio No. bounty of To Whom It May Concern: The undersigned hereby informs you tha improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following inforhi ittioninfo is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being imp ved: L-v,[ 1 '+- ''a E I Z 2— f Address of property being improved: Y 2oi L General description of improvements: %%— Owner: ` Address: (/ Owner's interest in site of the improvement: r.1 D(1}5 Fee Simple Titleholder(if other than owr er): r Name: Contractor: 21 C71$ Pry-1c�ar +t C 1 V ' Z�?�SA FL 3 ZZ 33 Address: Telephone No.: Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of anperson maldn loan for the construction of the improvements >N ` y pe $ . _ Name: O C 3 '1 '�-� .__ ' LC ai Address: �' i1 �:a(�`, _ Phone No: 7� ' Name of person within the State of Flop da,other than himself, designated,b- owner work-whom notices or other documents may be served: Name: Doc#2005443819,OR EiK 12926 Page 2239, Number Pages:1 Address: Filed&Recorded 12106!2005 at 12:30 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Telephone No: Fax No: RECORDING$10.00 In addition to himself, owner designates the following person to rect 713.06(2)(b),Florida Statues. (Fill in atOwner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commence nent(the expiration date is one(1)year from the date of recording unless a different date is��J specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: Before me A6 in the County of Duval,State Of Florida,has p Notary Public at Large,State of Florida,County of Duval. My commission expireq/ Personal! 1P or Betty F dholtz Y Known: WCOMMISSIONM 257306 EXPIRES Prod7d Identification: November 4,2007 I ��;"'•� BONDEDTNRUTROvPAI!NSURANURANCEING