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Permits Folder 2217 Alicia LaneM\G~pF\~~`E~ ~~~ ADDRESS ~ ~f FOOTING ~- ~ 5 ~ ~~ UNDER SLAB PLUMBING ~~~,~ - 'Z T` SLAB FRAMING ~" l ~- ~~ BUTLDING PERMIT NUMBER '~ ~ ~ ~ INSPECTION5: 3;,~~ /r~ COVER-UP_ ! '" t `~ ~ - ~~ U - ~+ FINAL BUILDING ~`~ ~t~ ~~~~ ------ CERT I F I CATE OF OCCUPANCY ,~' <=~ ~-~~ ~ ~ l - INSULATI ELECTRICAL PERMIT # r ~ `S ~ - INSPECTIONS ROUGH -' FINAL ~ _ ~ ~ ^~ MECHANICAL PERMIT # d 1° ~ U PLUMBING PERMIT # L~~ NOTES: t~~e~ttft~r~t~~e oaf C~ ccu~~~r~r (~it~ of ,~tlttntit ~E~tli - ~luri~x +~P~ttr~men~ of ~utl~tn~ Jn~~~cfiun This Certifccate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the ~! carious ordinances regulating building construction or use. For the following. Use Classification Bldg. Permit No. ~' Group'` ~ - Type Construction Fire District Owner of Building Address ___-__-__-__ Building Address __ -~~ Locality By: "- BuildingOfficial Date: ` POST iN A CONSPICUOUS PLACE CITY OF ATLANTIC BEACH j MECHANICAL PERMIT 8~ SEMINQLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 -FAX: 247-5877 I - - _-.___.---- - _ _PERMIT INFORMATION ___ _ ._.. -._ ---- - - - ----- _ LOCATION INFORMATION _i __ ______~ ~ ' Permit Number: 24098 Address:.2217 ALICIA LANE Permit Type: MECHANICAL ATLANTIC BEACH; FLORIDA 32233 Class of Work:. ALTERATION Township: 0 Range: 0 Book: Praposed Use: Lots}: Block: Section: 0 i Square.Feet: Subdivision: TIFFANY BY THE SEA ~, Est. Value: Parcel Number: _ Ilnprov. Cost: _`_____ _ _ OWNER INFORMATION ` _ __ _~~ Date Issued: 5/15/2002 __ _ I Name: 'MASHOD Total Fees: 47.Q0 Address: 2217 ALICIA LANE ~ 0 ~ ACH, FLORIDA 32233 I ' Date Paid _ 5l15/2002~ 82 E 904 249 uPhone. __ __ ________ ___ Work Desc: REPLACE CONDENSERS _ ___ _ { i__-__-CONTRACTOR~Sj -----.-- -_- ----- APPLICATION FEES T ---.,_--_~ ' KUHL HEATING 8~ AIR LT 47;00 4 ~3~.s ~ ~' ~ ' " . ~' _ I '~ ~_ ~ ~ ~' S ~y 4 ~. tFSG - ~ h Sit ~ ~~ X e'1 ~ ~ - ~_ . 4 'j~ ~~ ~ n~k ~L ~ '~ .. •-~ ~ . .7. y'S ~~ ~* .~ r rid ~`~Y-. 3. ~d`~~'Y ~S$ _ ~ ' Yy~ 'W,' ~ "i Y.. ' °"~ " ~ ' ~ -,."R.M~ o n.'c' a aE ~d-' ~` , $ ~ ~ 'r ' S 1 ~ s ~ ~ . ~ : l~~ r r. °' ~w,.,a vc . ~y' ~ ~ j ~ y(, ,[r, l -."M !C fie,.. {~ ,y. ~ ~'~, ~ SSThA•~',n'~:'~e`a~" p,,, '~jl 4 ~•,~e 'ei~i-~{A~1'nwL. ~~'t+~T G '~ ''L~~ky.~~ .~' ~_'F+ {y M'4o3;e 'S C :7,. . uR.y~ T ~ i ~-. n3'.c~ ~~~ ~~~ ~"tX ~ x sI~ t,,. $ S. 3 rMy, ~'v'^~gq`s„~. ~ ~-+~ - ~~ NOTIC _(~~''~ ~ 'I'L~,''~1~iS~-~~E:~~P~ ltvf N _ .. +j~, i"4' lam, ; ~ - E3UtLDING MATERi~~ ~ ~_ ~ ~ .~ _ -„ ~'L~yC l#'+~.P3.JS~C SPACE, AND MUST BE CLEAREC~~. ~~ ~ ~ ~~. a,Y,~. s FAf L U RE ~ TO CO ~a'~R~~~~~~ ~ 1L'~~~ ~. : ~ TH E ~. , ~ PROPERTY OWNS ~~ ~~~~.. OVE ~ ~~~~~~~ ~ ~- a 1 s _ --------- ~ ~~ ~ 3: ~ ~ _ _ ~ }~ ISSUED ACCORDING TO A Y _ ~ '~ BJECT TO REVOCATION ~ FOR V{OLAT{ON OF APPL{CA - - __ _ I Oper:.JLANIER T : OC Draver• 1 I ' . ~-z . C Date: 5/i5f82 01 Receipt no: I 57767 ~~~~, I . ' -•W-~- __~_- --- _ 14 PERMITS-BUILDING 1 .. 547.00 ATL NTIC 8 ACH 00 A BUILDING DEPT. 100003221000 _~..-- --------2217--ALTCIli-"LlldC__._ --~ CK CHECKS 1889 547.00 ~f~N~ dlif~: 9/i5/~ Tiae: 10:40:37 ~'7 ~ r --~, ~ - 1 3 BUIi.DINC AND ZQN1Nk"a l1VSPECTI4N DiVlSiON CI77 OF ATIJIN7'tC BEA~C1f ~,uwm ss~sa APPt.iCATlC~~! F©R MCCHANICAt PERMIT ,~" IMPORTANT -- /1p~icant #o complete ~ items in sectlans 1, il, #11, and !Y. . ioc~-T~ s«..i AdMra A `~}}~ ~ ~ ~ _ e3 e. d ' 1 C.O ~ N'~ , A ` 1 M,-, a~ U.t 4N~rdM~ SlrNlr M/ru~ fAJMI~ ~ n - IR l~ENi1HCATlON -- Ta bs >~pletsd by a~ app~eants . ~a/ qi.~ tlr .wk n N~a~ M ilN Yew ~ufwa~at ..~ ~r q~n h A~ rid vr1 Y aow+i~*o rd I~ssF .+AieL u+ ~ pmt Irw~( wd in ~eswdrw ~Yk Nr C~h ~ J awn 'rd ~~r~ d Med.p~eNn tAid 11~. C~ ~ l ~ '~ I iz s ~1 w i.r t t m~n~ J~-~ ~•~~ AMM ~ M ~MM rr. tit, ~' 'Mf j-~~ +~ ~ is oT~ oaa~uc~ w~ oo~t ar~ ©/~~ F1ui ~tllLaaN 4R ittt[T ~ ~~"~. ~ ~ pdir~I ~ NIYN~ liYtit. WKiIYI!!i<l1~COMATWCTIOR Q ~ ttlhNT ~~~~ '{1/. maMirMCAt. gWr~Mer TD it Mt/1Lf~/d NATIq~Ofrwo~uc t~i+..~w. r.t «~..~..~... r.dr a M~;-•~+1 ~ a..ia.mw or d p• 1wt D SNw ~ ~~d ~ Cwiwl [~ Rw Q Nw ~O o ~[ IUrCMidIMM~n Q AwR ~C'rwd 1Mtd w i_„~ ,~ nMlwNlirlt at MdMln f +Y+Mne w `....-.----• p aw- f~we Wlri~t ^ eew Yre~ulan ~ ~ P~Nb Y tifri.M..~+de- -- e!w- d t~dtrrhe a aeaan r.n.ano•:»~ C! a Darr _ av.a~r - p ~hr q Nwi1F D s«+•ta.R u•~l tlds lOIYC! iat 01lIC! 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V ~ I a ~ ~.G. -~ ~I~c~ OF GC~NGR.~T~ .,._..~ ~L.. - ~LC~Yy L1N~ C]~ 6UTT~t2 tt ~~~ ~ R.G,P.-R~fN~ORG~D ~ONGl~E7~ !'i!'E U1 ~-ovrt~ !f~" kfzor~ R/W RIE~HT-CAF-Y~'.~r' Pi{~~ LBM3$7~ i Q - - __ .r: 8.,~~,r~ r~.~ _ _..~L Of2 I t~,~r CJL-17 - _ _ ~ _ : T ! T R~Ac1F3L !~:- NA T!c'JN.~ ~ L! -- - s - k°~ ~x 9 t~yt ~F L L ~ T ~~. -'IF'~ l~.~b13 _~ r.0+e5'.+rG~ '~ Z~! f ~Y Et~v, r27. Sod 9/ ~K z4~N -- ~'~ r } 4~ ~~ _ ~~ ~ ,' ~ ~ ~ S. X38 °3.:L'5~" ~, ' ~ Y yy, ` ~~~L { 7 ~ l . ~y r ~/ ~ ~ y f ~, ~,,~ 20.4 ,~'~ r52` / ~ . ~ ~ .~,...~ - ----- ~,a• 11 ti wit 4, ~ _ -_._ ____._ --- S~r,B~at x ccTNSrRsacrt~+..1 141.?4` ~~ ~~ V.CJ, WiT7A VI'f~~~ ' ,~"'C ~~ "~ _ 1 ~ GC~AST.~.. r.C?h~~x-~I.~GT3c~i ~.._.~ ~~OL LINE ~/; s Para Pc-.~.T {-`~ 'VOTE Nt3.~!f .,, ~~ I©N GONTRDL -- L f 1VE fSEE Np7.1= NG ~) ~'~ 5 Pie Pc.,,a T} ~Ut$ i/2' €t~T,pp,t f'It'~ L~~6T2 ~-L-! ~i - ~ j ' 7 } ~ J ~cx~r, -n' i~nr, ~ -rz L D ~- ~ ,.,,4P SHOWIN~__- o~ 1/ ~~ -" ~, ~w~ ~1_AT ~~~~ :~;~~ Vic. x ~~$ ~ y~SN~Qr -~- ~ r~- ~~~TLc ..T7rr ~~. ~ ~ T ,~ ~~~u • }o ~~o .~ ~: . ~~-~ ~ ~{~~~ ~, ~!{~~ F ~~ 1G ~{~ f ~~~~~ f Q~L7 ~~'~ ~~ ~ ~A~ G~~ ~-~ ~- ~~ ~~¢I~ *~ , ~~- ~ ~ ~ ~~~~ ~~ ~t~l~ ~ '~` 1 1 ~~ ;# ~ ~ ~ ~ ~~~~~ ~~'~ ~~d s~ f ~~7 ~~~~ ~~~ _,.sf.t~~ . - ~. • ,~'~, jq~,cct.9a ,~ a ~,~ ,91rs Ob ~~~ `~ _""~r ~ ~-~ ~~~~ a ~ Q ~~ _ .. n t~ ~~,.-~-~ ,tc4~ :~- '~ ~~ € ~ .~ t -~-~- l t r~~ ~~ ~ ~~ _ ~ ~~~» ~~ Q .~ rc.c..r--.--r~c~rn-c~r~,r~ c.vsvc.rct i t t~-~r-c ww •- ~I~-~-•~Y ,~~cE~2T~~i~p~ isat.r. !/i /995 W.Gt t~/-95-2 F/null su2^~/~"`1 fca~....+.p.a} r2EG~.RTlF}EO: Ms~Y !`},,/994 1+,1Q, 45-R-9r-/! TC SHOv41 Ga~JiroaTio.v ~.~tJR+/~7' fFB ~ .=7S. 35} TQPC IN~D',2,~1.a7'Jiav K+QT KEc.~,+c....~.s GA T14~/ SOUTHTEGFf SURVEYORS, ING. Gv9o~ PH~.~c.sPS N~~~I,n/,a7'. ~r..rrTrE #! J~Gi~SL~M,~1L.Li=r '~~ORiD~ ~221ro PHUI~ ND. (Q1?4) 29ly ~G"2z5 #-i~B7~ GERT~FYT~tAT THIS SOUN(7s4RY Ahtt7 LIMiTEL7 TOPO~R,at~'f-ilG SUiZVEI`, r~E~O'Rfi"T3=17 Ui~Di=F2 MY' l~5PON5{~,..~ C311~CTIC71`J; NI~~TS Ti-f~ MINIMUM TI"GfiN1GAi^ STAidI?~.~`cf.~ a~ ~.~~ ~><~~~~~~~ r~ acc~~~~ ~JT~ ~+~~rc~ ~«-+-~, ~~~. ~r~JNtsT~Tl~ cow (PIJRSEJI~NT TD SEGTIC3N ~~2.C?.2-f~ ~LOR.1D,4 5 TEJTES~, }AND i~Tl-i~~'. GEi~TiFY TI~iAT T}iE3~ Af•:E hiC3 I51B~E i~Tk~1~C.7F~5 UPC~hI T T,1/',,~7CGCI'T ~5 5HC?hil~l Oh[ THIS SURVEY. ~~`-~ DYED OGT. 13 IQ~l3. Gi-E~l_.E.~i ~. t3,~.5~a~TT ~. ~6. i...AidD SUR~lf<:Y[7R Ply. ~IQ. 454i SG~J T'H7~~H SlJF2VE'i'"4R5~, l1dC., Ir.. S. ~#t?. abi3 E3EARINC D,4TUM ir3A5i=t7 QN _ i~..T ~c'31C 4Fi~ 3~.~6E~ ~f4 ~1h1~7 Ci4A FI^40D ZC71'~. •X'.AO,VEr AS BAST ~`~GI=i~:Tf~II~iE.r7 ~k.Jtu1 T3-+i` i/LD~I? JNSUCZr'1~iv~:}= I~T~ M~F'r - ~iTY PANEL ~ l24dT5 - tD t?ATE[7 034.1-f-Sq i<l~ i3~J~ hla.:__,__2~G_ I;'~5,): ---'~ ----__~ L~~t'~1,:_ F ~3Z NO. _. 10-X13-iC1 ~''..C?i`~ FILE: f'~4 .A,D i=1~: ICxf31~ ~~,l._i~: I" = 2C7' F1L~ 1aD. ~T--44~ O.M.B. NQ, 34d7.OOy7 ~LEVATIt)N CEI~TI~ICATE ExpiresMcry3t, t99d ,. FEpERAL EMERt3ENCY MANAGEMENT AGENCY NATIt7NAl. FLOOD INS1iRANGf PRQQRAM AT71iN710N; :ise ai this certificate does not provide a walvgr of the {lead insurance purchase requirement. Ths forth is used on+y to ~~rcvide elevatir~n information necessary to ensure eorrrpliance with applicable community floodplain management ordinances, to date+mine the Proper insurance premium rate; and%or to support a request for a Letter of Map Amendment ar f3evisian (!_dMA qr Lt~frlr~}: tnatructions tar completing this farm can be found on the follawln~ payers. SECTION A PROPERTY INFORMATION BUiLOLdia iv+NtNE+~'S NAME - --- ~?REET AOCRE~S ;irc+~~np Apt ; I~~it, Suitt gndtnr BICg tium~r} [_7fi P.O. ROrJ7E AMC $OX NUMBEr; ~ ~ - - .1~1r~ _ 4~'~... .__.. - - _ ..... ... - ------ - - uTiaEF [%FSCFtpT+'7N LOr and block Na: ~bers, 9!~.) FUR !N°,URRr'dvE ,'JM?AhJ~' U5E POL{CY NUMBER _ - _! _ CUMP4NY NAPv NUMBEF '~`rY STATE ZIP COpE SBGTION 8 PLOOD INSURANCrE RATE MAP (FIFIM) INFORMATION Provide the following troth the proper FIRM (See Instructions}' t. G~MMUN{! V NiJM6e!? 2. PANEL N! ~MHER 3. SV~Flx 4. LATE !~F FIRM iN^Ex 6 FIRM ZONE 6. BASE FLC><i0 ELf:VATIOhi t ~5~ I ~ ~~ l ~ ~3 ~ _ d+~ ~ At~ (in AO zona3 uee depth f .~~~ v~ ~ ~ . • 7. indicate the +~levation datum SysterTi used can tt~e t=4f~I~A tar Base >=ioad Elevations (BFI;}_ ~NGVD'28 ~ 'ether (describe an baCkj ~. Far Zones 4 os V, where no I~f"E is p'uvided on the FIRM, and the community has estatafistted &BFE for this buUding site, indicate the ccmm.~nit~'s SFF; ~_. ~ ' `__ feet t~IraVD (or Other t=iRM datum-•Se9 Section B, item 7}, SEt;YION G BUILOINQ ELEVATION INFORMATION t. Using this Elevation Certificate instructions, indicate the diagram number from the diagrams found on Pages 5 and B that best describes t?~e subJeGt building's reference lave{ ~. . 2;,a;. FIp,M Zones Ai -A30, AE, AN, and A (with BFi~}. The top of the reference ieve! floor from the selected diagram (s At &n a{ovation of __ .. ~ feet NGVD (or oirler FIRM datum-see Section 8, Item 71. {~,?_ FiRtr4 Zartes Vt-V30; VE=, anQ ~1 (vrith BFE}. The Bottom of the lowest horizontal strrrcturat member of the reter+snCe {evel from the selected diagram, is at are EtievatiQn vi i i '~. i ! .i _ I feet NGVD (ar other FIRM datum-Se8`39Gtjan B, Item 7). (c. FIRt~t 2cne A (w?thaut BFEt. Tare floor used as the reference {eve! from the selected diagram is '_ ., .~i teat above _~ or below':^~ (eheci: one} the highest grade adjacent to the building. ;d. ctf3M Z:an±$ Att. The floor used as the reference level froth the selec#ed diagram is ~~ . feet above Y/~'ror below'- (check one; the highest Breda atljaaent to the 4uUding. if no flot~d depth number !s 8vai18,ble, is the building's lowest floor (reference ieVei} 6i9V9#ad n accordancF v,~ith the conimur+ity's tioradplain management ordinance? ~ ~; Yes ~~ No '._ ;Unknown 3. Indicat8 the 9l6V8tlOn d&tUrCt Sy5ten7 +~sad in determining ttte above reference level $levatigns:~ NGVD '29 '~ f Other (describe u.^•de~ Carrments an Page 2?. (NQTf: Jf the elavatton datum u89a in rrrsasurin~ iha 6lavatians is different rFren th&t used on the 1•iRM. see Sactlorr B, tram ~f, then convert the elevations to the datrant system used vn the F1RM and show th9 Conversion equation under Comrr+ents do Page 2.) 4. Ejsavation reference! mettle used appears on FIRM: ~ Yes ~ fVo (See instructions on Page 4} '~. Tr-le reference lava( elevation !s based On: ~ actual construction fJ ronstruct{on drawings r.'N4TF: Ilse cf construction d: &wfigs is only valid if th8 hufl~finy does hat yet havg tNB rBterenae ieve! {root in place, !n which ua.~e t!:is curt+trcata wrrt ortFy be v~tid for- fire bulidiri~ during ttte course of cdn$trtlGtion. A post-construction Ela9vation G-ertrficate tt}r'fi bs required once ronstructrCen Ts t.{a~l}~1JF7t{3.~ 6. The alevatian of ti}e lflwest grade immediately adjacanf ttr the building is' ~ ' 1~. feet NGVD (or ether FIRNt datum-see Section $, Item 7j. 8ECTION D GC~r41MUNITY INFORMATION . It the community ottic+a! res}aorlsitsle fir veri}ying buiidfng eievgtionS Specifies that the reference level indicated in Section C, Itetrt 1 is net the "lowest floor" as defined in the community's fioodplsin management ordinance, the elevation of the building's "lowest tloor° as defined fay the ordinance is: L__i_.1_L~~ .I__ 1 feat Nr,,Vp (ar other FIRM datum.-see Section B, Item 7}. ~. Det9 of the start of cbnstructlUn or substantial improvement _~___ ._ .. . FEMA Fern, 81.31, NWY 93 REPLACES au PREYIpUS f:I31T1ONS SE>< fif:VI:I2SE SIDE FOR CC?NTINt~ATIt~h1 ` .._.~.__. $t=G'1'ION ~ C~RTlFICAYIt2N ,° ~t`!?~ G@r'-iifi~tltlrJCr tr i~ t`+Sr' B4,"~t?ed~t`}' .~ li'~St~ S;.1rY9'}~f, ~z7'y'lnBvY. ~,' ~.rCh'ti~«t Wt~10 t$uUtiG."'s~9C~ ~'~ ~S~?~tE~'vt 1~ys'ai i~YY Iv: Cf+iSfy •i~tVt~tir;r: {~ilrii7"r1$~{o Whe tars 81t3i'~itto~r ~r`~~'~atian srsr ~r~nes At-A3s), CeS:, Ali. ;4 fwit?~ $Fl;) vi--t'r^,YC, and "~` {wstt' FSF~) is 7e s.rN~. ~iCiRlSll;,}lZlt}` a'7~);~t~.'3 NIt1Lf a18 2ut#a~fi28~ t:1y f~JCc3t lct'fd car O"Y~tf1:]Tt•;~ tr;3 G.1rl;-~lfe ttt7v^d~lc`?'!t; !1"'^.^~g87't~F'!t iCt44'~~t~t3n, f!'r'.}' ~`"s S~'~"-t t`i3 Cstitiratlan. !~ Ih~? use tsf Zt;"res A.G and !~ ~w~th~u' a ~rtr4~? or cenrnuriity fs5;sd ~~~ER. a buii!3sr~~ o~sc~al. ~ ~ `~`'=`i''JN;;.x~ c ~.., pY~E181'~ ~8pr8Sb~'Ett~it~d!~ tfsay X180 £i~r t??~~ Corti#i^,c~sC"~. "-~e'~~rence le~et d~~~~~s- ~, ? a%;d B - ~J+stins,>,~hinw ~~d`LUrAS--lt t7,s ra77ttlpr iii unable tv o73rtify t0 #;-ireaka ,~yr`r:;~r,.tttbai•rv,~~~ u<$"., ~~; ~s=,~~~ szs, tS=catavt' ~° se~v+u?~i~ eau#~ri~r,-;t; araa ass, wall v~$ning5, pr unfiniati$Q ara$ t-$&tur6~sr„ it3e'i i$t th~i ~E'*f l.f ~'~} '1~vt is'r^iuds3d ,~ tie ~~fft;Et+;~r; ~~.der t'.~F,rnrns;~ts balrtw 3fl8 dlagrarn number, Seotivn G~ ttam t, must stilt +~+ entered. ~ G~e`7'11Y (azn+ fhw ,7:=fti ,9.`;~y t`;~ .~j'~iy^flL~i~S {~ t?i7L1S". '„?:~ Il`tiS GBrf!!iC'8E9 YQ~iT85t'~Rl$ t77~' ~~,$~ 8f.'i?~$ i0 e`r'71E1'~r$~ ~' 7E~ L'~~fr; erV3it'81~'i« 1 r^dsr'S;and f~r~ ::ry fa;s~+ a!afe:re.~f rrc*;y to ~~rr77sha$t8 by fire nr fm~risorr:t7ent 737~dr?r i& E.S. Co~~, Sec#srtn fUc''1 cPgT,i•;F7~ ~ tvRME L7CEr~5E NUMBER (or Ali+x Seal} TtTit; ~.___._,_.~ ~. _ ..-- .~"' GCtMPANY NAM~__ .. _-- _ _-. _ ._ _._ __... ADDRESS G7TY &TAT~ ZIt} .~ , ~ ~~ •..~.., tom, ~j r~ '' ~r~~y~}~ra o - wrrw, or+ Pt~.ea, ilA! Bh66M~NT P'76RS, 4R GOWMMS -w+,~r- .r....... z~r;a's xor.~a ~- zaN~s xorr>:s zfl7vEs r,rre aErEttEMCE ~a LEVEL ~ti~„ gEflRENbp tEVE; FLppp ~EYFI ~ ., , ELOYAT+bN `Vt .: :~~ ~~ f + '7~` ex9E -~ ~ ~ ~ ~'.: AUAGlE'11 ~' AEiEAENGE fL000 itt F`'JL7~ {S~E 5 ~~* IEYEL # E~„~A~~Ok E.E RRFEpEr;Gc +A:.t..ENi , {?; , ~~ LEVEL 0_ M^UF ~ V ij~Y ,'f r tf,. l t ', ;~:~ ;:.~~~ ORS qDE ', The diagrams etaovB Ilfusirate tt;~, ~ointr at which the eleY3tinrS 8ttould be measured it1 A Zones and V Zones, Itevations for alt A Zmfes ahvutd bs me&sisred at the top of the reterence level floor. ~#B`.•gti~n8 for a`..i V Zo~as sha~~7td be rrressLtrets at the bottom Ot the lowest horizontal structural member. _ __~ a:'67ye .2 Cotes sl?auld made of this C+ertiitcate tor. !) et~mrtiuntty 4ff1c1a1, 2j insurance agetttlCrmpany, lend 3) butldittg awrt8r, CITY OF r~Y~rrtle ~'cae~ - ~la-scala tY0 SEMINOLE ROAR ATLANTIC BEACH, FIARNA 32233-5J.13 TELEPHONE (904) 247-5800 FAX (904) 24x5805 rroTics TO: Hater Departwent PROM: 8uildine Department _.- Please be advised that the final building inspection has been coapleted on each of the folla-Ming addressee and construction water is ao lon9e~c needed: Per~ai. t M(u~ber . ,~ ~~ ~ Address ,.- Since~ll, t . -~ " ~ euildinQ Department `~ ~ O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE ~~~ Expires May31,f996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (COMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE POLICY NUMBER BUILDING OWNER'S NAME _ f ~L /C~1y ,~+y .UGY ~ ~~i~Iici~/7", /~G. STREET ADDRESS (Including Apt., Unit, Suite andlor Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER 2217 ~G JG/,a- L.~~i~= OTHER DESCRIPTION (lot and Block Numbers, etc.) CITY STATE ZIP CODE ~TG.4~T/G ~~G/~ J~t?~/1~.4 %TZ~~ SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): - 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE ~6. BASE FLOOD ELEVATION - (in-AO Zone`s, use depth ____~.. 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ~ NGVD '29 LJ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site; indicate the community's BFE: ^~~ . ^ feet NGVD (or other FIRM datum-see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best d®scribac the aubjaot building'a rofQranoo level ,~' 2(a). FIRM Zones Ai-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of ~^~•_ . fJ ..__~ feet NGVD (or other FIRM datum-see Section B, Item 7). (b). FIRM Zones V1-V30, VE, and V (with BFE). The bottom of the lowest horizontal struc±ural member of the reference level from the selected d'sagram, is at an elevation of I__J~L_^ .^ feet NGVD (or other FIRM datum-see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor u$ed as the reference level from the selected diagram is ~^.^ feet above ~__~ or below ^ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is ~_ ~ .~ feet above ~or below ~_~ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ^ Yes ^ No ^ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: NGVD '29 ^ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section 8, Item 7J, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ^ Yes ~ No (See Instructions on Page 4) 5. The reference level elevation is based on: ~Q actual construction ^ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which. case this certificate will only be valid for the building during the course of construction. Apost-construction Elevation Certificate will be required once construction is complete.) I I ,'~ 6. The elevation of the lowest grade immediately adjacent to the building is: l~l~ . ~~~ feet NGVD (or other FIRM datum-see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest ,floor" as defined by the ordinance is: I I III I .^ feet NGVD (or other FIRM datum-see Section B, Item 7). 2. Date of the start of construction or substantial improvement __ FEMA Form 81-31, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FCGR CONTINUATION SECTfON E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation ,information when the elevation information for Zones Al-A30, AE, AH, A (with BFE),V1--V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 -Distinguishing Features-If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. /certify that the information in Sections B and C on this certi/icate represents my best efforts to interpret the data available. t understand that any false statement maybe punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME LIC~EjNS~E NdUMBER (or Affix Seal) Gf~~.tZG,~-5 ~. ~ rJJr_L TTi G./•~ T~ / ~ .. __ TITLE ~ COMPANY NAME ~~,~,/ST,E,~,~J L.4,Vl~ `~1.~'V.E'~3rZ ~GYJ'THT,EG/~ ~ ~,~ycyo.~5, //~. ADDRESS CITY STATE ZIP 9G~ P i r ~ _ `tea:: r / ,~ _s~//i~c:~ CGaei~~_,d ~22i to - SIGNATUR ,~-~ / Z%' T DATE ~ _ ~ P~ONE_~ . ~.~, ...• Copies should i'e made of this Certificate for: 1) eommunity,official, 2) insurance agentlcompany, and 3) building owner. COMMENTS: ~/~c//5N FiGt~i+~ ,~.GEY•4T/4r~/ O~ C-~-,~7cs~,.%' = ~/'~ /C/,Z ~~~l~TU~~ (~.•4T~l.~ /~/ 2~.yE5 ")(' i~ .4iJ,t/' .~-U ~~ ~p~~TH '~~ ON WITH ON PILHS, gLpg BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ZONES REFERENCE LEVEL REFERENCE REFERENCE BASE LEVEL LEVEL FLOOD ELEVATION ..:.. ~ ...:a ~; ~;:'. • ' ~ ~ ` BASE ~ REFERENCE BASE ~~ ~~~ ADJACENT ~ ': "'~`'~'" ~ '~~' FLOOD .: FLOOD LEVEL GRADE ~` : ELEVATION ~ ELEVATION REFERENCE ADJACENT LEVEL GRADE ;~?;:' ~ % :i: .. , :.r`'::..::.•.j:::;'; ). :i .:~ ADJACENT :.•. t.. ~,,ft GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for ail A Zones sriould be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. .Page 2 ~" DATE:__~_ /~_,~ ~_ PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUYAL STREET JACKSONVILLE, FLORIpA 32202 THE FOLLOWING FINAL INSPECTION(S) NAVE BEEN MADE AND ARE SATISFACTORY: Enclosed are the blue copies of the permits, SIB ~ ~/ ,,{{ t BUIZ ING INSPECTION DIVISION cc:FILE .,_, elican Bay Homes Building excellence and experience into exceptional homes. January 6, 1995 To whom it may concern: This is to request early power hoop up at 2217 Alicia Lane, Atlantic Beach(Lot 10 Ti~~any by the Sea). PDB Inc. will talze full responsibility ~or this request. Sincerly yo Safailvl. Mansouri 95 Kimberl Court • Atlantic Beach, FL 32233 • 904-249-3004 ~ ~~+ y A Division of Pelican Bay Development ~ ~'~ ~'~~ TRANSMITTAL DOCUMBAtT FOR JEA DATE: ~~ ~~"~ The following permits have passed "rough" inspection: Permit No. Address ~IOS~ 2~~-- ~ Ga--C~ Rn~aseslc~ocex~omcx#~bclcsso~c~~oci:en~cxcofxxfA~+ex~pe Please update your records accordingly. ~ ' Thank ou, ~~ ILDIN CLERK CITY OF ATLANTIC REACH /vcb CITY OF ATLANTIC BEACH FLORIDA aTY ~~~ ~~!~'..c..a ~L ~L_ ~~/J ~ ,~,_._ .____~ l .5~- " P tD SfP 71994 C(ty of Atl ntic Bch, When Signed, Dated MAKE CHECKS PAYABLE TO CITY OF ATLANTIC BEACH, FLORIDA TREASURER n4 ..; ' .. ~ .0.ti ~ ~~` 41 /'4, ~ ~~~~ ; .. t i : ; f,~. . . 9 .. '. ~: . . ~. h: {..l '.'' ~ ~ r 4 ~:,: , ~. k~ y rai,.r ~ ~ ,' ~~ ~.: ` ~~ Y 1 ~' ~ ~l1.~~". f e~ ?; ~~i ~ a.l yy fy ~ ~~' 7; i ~ .~ ~ _ t I~ ~ _. ;,~, ~ ' ~' .w y Numbered, This Becomes en Official Receipt Received Payment N_ ` 13306 9 - '7 19 95` .. ~ ~. DEPARTMENT OF BU11..OINt3 CITY OF ATLANTIC BEACH ----- PERMIT INFORMATION ------ -------_ Lt)CATION INFOI~.MATION --------- Permit >!tumber: 8610 Address: 2217 ALICIA LANE permit Type: MECHANICAL ATLANTIC SIEACH. FLORIDA 3223 Class of Work: NEW ________ _ LEQAL DESCRIFTI4N __----____ Constr. Type: WOOD FRAME Lat: Black: Section: Proposed Use: SINGLE FAMILY Township:. RNG: 4 Dwellings; 1 Code: 0 Subdivision,:,TIFIi'ANY BY THE SEA Estimated Value: 50.00 Improv. Cast: 547.00 Total E'ees : $7? .04) Amauri~, Pa~.d : ~ ~ $7T . 00 . -- - ~C?WN~I~ -~#~`Cl~?MATION - ~---- APPLICATIt~N FEEB -____ ~{~;1;~ SHOD. ~ ` ~ ~ PERMIT $77 .00 Addres s : ~ ~~~ 7 ALSO I A LANE WAT~$ IMPACT' FEE ~ ` ~'~~ 50.00. A'~l~t~TZC $)s,~iCH . FLCRID~l, ~ ~2"? 3 .. . ~SE~ '~~PA F:~E `~- ' . ~i47,: C1f3 ., = ~ s.• P~~#'n~„ ~-~~4'~~24~~:~82~~1 ~ ~ ~ -'WAR i~L'~E`R`~TAP~ ~.~ $~.0'~ - ~~" RADtJN GAS-H . R . S . 5~ ~n ,: .: ~. ~~~ __.._,._~ NTR~iCTOk =Ni+`ORMATI4N _ ____ n. ~, ,~~, ara nn ..-~-.. Name:~OCEAN.STATE HEAT &...AIR CAPITAL IMPR~JVE. $0.00 Acldr~ss ; 1 ~47 b ~,~LANT'I C BLVD . SEWER TAP $0.(70 l~EPT~'3#+1~~ BEACH . FLOR T DA 3 2 2 3 CROSS CONNECTION 50 .0 0 ~ ~Lic~~e~;:~~~~AR=7;8~4i~ Type : 3 ~0 . AO SEC H .IMPACT ~'EE ~ ~ ,~_` r S 0 . ,O U CONST . StJRCIIARGE . .; ._ . ~ ~ ~~ .,;~..... , ~, ., ... . S~GHHRGE/'ATL . BCH . ~~_. .: ;;54} . 4y~j~ -, NOTES: NOTICE -ALL CONCRETE FOAMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RU$BISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER f`FAI-LURE TO COMPLY WITH TH E MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BOIL©ING IMPROVEMENTS." ISSUED ACCORpING TO APPROVED PLANS WHICH ARE PART OF THIS PERty41T AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. !!„ AT~ANTI BEACH BUILDING DEPARTMENT ~ OOOOOOQ00 i77.0U 14 Date: 7/11/94 41 Rcpt: 4865960 ~ 1~IECKB 8915 ~`~ ' __ __ ~` -AptMENT OF BUILONd' ~ ^ ~ ~"*;tWiTY OF ATLAt~Tt~~f~C tt.~ ~ H /~ ___,..-_.- ;LOCATION INpr4g,MATIOPI ----•____ `r~ ~ 'TIC~'~~'- - 'Adc~re~s s ...2217 ALIOIA LANE 64l2 ~` _ ~ 3' ATLANTIC BEACH, FLORIDA 32233 ~ i ~` rtn~ ~ x LOMB I p~ -w-_ LEC3AL DESCRIPTION -------"-' ,..: .. r ~~ ~_ Lot : -1D ? Rlaclt: S~~tian: C1 a~ffi ~, D :; ~ ~ . RNa : fl ~o ~ ~~ ~""~"~.- TOwnshlP; ~'~'~~~~ ~ '`~octe: OILY 5ubdivi»ionc T~F"~'AR~Y HY THE 5EA ~' w.~k`"~`_ ~~ ~? $69.00 fir, '~ F_, ~ ~ ~ . QQ ark De~~., c IN~TAL~~ PLUMBINC3 IN NEW ST~IgLE FP,MTLY RESIDENCE ~ ~,~, _ -~ '_ APPLICATION FEES _--_-- - - - a ~)~QRMAT T Old - - "~ F y =.` " _ Piame: P.B.d~., ~`3~~~' .,.PERMIT ~64.QO Addr~als~~ ~~ A;~,TCIA' LANE WATER IMPACT FEE 50 . QO A,~~~Y~ NCH, .FLORIDA 3223. SEW$R .IMPACT.-FEE `~' $fl.fl0 Pho~e~'~'"~ ~~i¢~~)'Y44-6! ~ ~ T~A~.~;~ ~Ff~'AP, ,,~t?.OGT '~" -~'~---- ~ RAD+ON CAB ~$ $0 .00 - - C~`RACTtiOR FORMAT I f~Pi - Name: C-:'N ~D ,`DMBING . ~. CAPITAL IMPROVE. 5fl .00 .~~CKS~t~EY STREET _ SEWER TAP _ - 50 .40 Address t i~'3?8 ~ ,~,.~LLE, F'T; 3211 HYDRAULIC SHARE $0 .00 License: CP'CQ257~~ Type: 4 GROSS CONNECTION 50.00 SEC.H IMPACT FEE SO.00 <- ~~ CONST . Sfi3RCH,'ARtTE 50 .00 ~,~~ . -_ v%,~ ~ ~ ~ ~; ~ ....__ _, _ ~. ~... , , s , 4,_ NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST 8E INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ~UILDVNG MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." tSSUE~7 ACCORQINC3 TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VtOLA'FION OF APPLICABLE .PROVISIONS OF LAW. ~~:it~i~.~rt ~~i7i>t~~_~ i~~, ~:~:~ to ATLANTIC B CH BUILDING EPARTMENT ~ ~~~~; 3r;~~J'i ~[ lase ~~,,,+l~i; By: 8Q92 ^~' ~~ !~ l ~~~~~ CITY OF ATLANTIC BBACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: TELEPHONE NUMBER: STATE LICENSE N0: TYPE OF BUILDING: TYPE OF WORK: HOW !MANY OF THE SINKS LAVATORY _, BATH TUBS URINALS v CLOSETS FLOOR DRAINS ~ ~ INSTALLED 2// SHOWERS WATER HEATERS DISHWASHERS ~~_DISPOSALS WASHING MACHINE SHOWER PANS OTHER `~®~ TOTAL FIXTURE COUNT: / x $3.50 + $15.00 = $ lQ ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 PERMIT NO.~~~...rf....T :5~ .............~...~?,;'~T~.:.~~..,::~.~.:.~~~_ EJCr, ; . _ ;~d....~ ~. ~.. ~ .. 1.. ~~...~ ~ .....,...... I_~i i .~ V ..... ~........... l ~ ~~. ... ~~.......... '~"~ ~ - ~; ,. { ....................................................~..~.....w................................ - - - -- :. ............................................................. ; ........_..F.__. ._....w...... NCaT~~~ C~~ G~M11~~N~ti~~NT STATE C~~ ~Ir.~~ 1 DA ~~~~T~ ~~ THE t11~fEpt110N60, hereby rlvas rwtie• thrt I+t1prOY+rmrnti will b• mrd. to csrtaln rr~i prpporty. and M aooordanee wkh Crwplrar Y13, FForlda I4i.tutla, the tnllowlnp Iniormrt-vn Ia provld~d in thls 1rCvtlee of Caw,menoernenl: 1. bperlptleH pl rropsrtt- rledal deeari tlon and olrut addre~a If availebl~rl: si~~SllXLa~ lb, TILa'FANY BY THE SEA. acc;ardi.riy to plat i:harQOf 2217 AI~ICI~- LANE x~cordaQ i.n Plat nook 46, pa~'Os 94 anr3 94 ATLANTIC BEACH, FLQRIDA 32733 A, t~f tha eurreiYt: Public rtcQrdly of Duval !. 4.nerN drrwlptton of improv+elrlenle: A SINGLE FAMILY DWELLING , Cotta7t~y, i`lot: ida . a. owns rlrfarrn~-tidla e• Neale ared Addrsra: BIAMAC MASHC1b 4 2bTH AVENUE JACKSDNVILLEr F'L,ORIDA 3Z25p b. lnta-ert {~ Prop.rty~ FEr! 81MPr.! a Na1N. and adlN'.~• of fay aknple trtr• holder (It dthrr than awneri: -..... ,_. _..- _ 1. Coatrrelnr gVame anr! Addrprle s. ~ur.1y a. Nana. +1sd Addr.aa PHD, INC. 85 Nicole Lana ~-tl8ntic Reach r ~'L b• Amoral o! sontk 8 ,...,..._.._.._..,.. 32233 .., ..... ,. ~ - -- `1 r~ t~ - t'X'~~(r~' r 7 ~ :1~ l i. L.ndar prim. and Addrfa~rY IwIRS1' UNtOrr NATIQNAI TANK pF Ft,OgrDA 4~- ,~~-•~~~~ R#81p8NTIA~ CON$tRUCTiON lJtill' B2A 1AMtlt! 3TAatlT --.-....,....._.._.~,-'-- DAYt'pNA e><AQN, PL 92117 7. -rrrrtnr within tM 8trtr of Flaida 4esipnated 6Y Owner upon whom nollars or other doeumaets may be rarved ve proyldrd by 8.otroa 711.1a111W7, Florldr 8trtutet (Nana. rad Addr.al: S. re rddltlgrl to himsrli, Ownrr deolpnat^c of lu rovelre a copy of the Lienur'e NoUoa •i proYidad JII t:eotlon T f'. y8(tNMI, portd« •r~.t..: #. #ttpirEtlOh ~.te of Notle• of ~ivhiM•narmsnt (ths expirrtioh drte Is on^ t1) ye.r from iha date o1 ra`p~dfnp uMleir a att«r.ae e~+. r.~.rrFr.ak Owner 8=AMAC H10.8HaD Owner Tl~afoNawraprnltrumantweraelcnawladdadbeidrerr~ethie FL~BRUA1cY Z4, 'l'Z94 by 6IAMAC MASROD .r.. ~ r; ~w~• who r~ p~noarltr known to +»! w who has produose ~.~' "'~"" ~rd"~dentrFlo-tian and wha dtd tarn ae oetls. ~ ~/~'~%' ~ "~ rte. - -~. tWtrry Publh, tteN el Flondr Notwy My 11ar1rhlerloa lnrlrees ° ,. uM r~_;,r_gy,,,-~M~. u. uq .. Dp$ 68Z L'rltan. Ma, CC ~?iQ01 _ _ T~ _ ~~ ' DEPARTMENT OF BUILDING ~ ' CITY OF ATLANTIC BEACH --.-.'PERMIT INFORMATION ---_-_ ----_-~` LOCATION INFORMATION --------- Permit-Number: 775 ddres~: 2217 ALICIA LANE Permit. Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Clasfi of Work: NEW -____ .~___ LEGAL DESCRIPTION ---------- Can~tr. Type: WOOD FRAME Lat: 10 Block: Section; Proposed Use: SINGLE FAMIL~I Township: RNC3: 0 Dwellings: 1 Code: 0 Subdivision: TIFFANY BY THE SEA Estimated Value; 5306025.00 Imprav. Cost: $0.00 Total Faes: $2122.36 i, Amount $~%d: $2122.36. 4~, . i --- - pW~1$R , I~TFIdF~~TION ---- _-_ APPLICATION FEES ----- Nastp~``-~=TSk~ ~3~.d'wMAG MASHOD PERMIT ~~.651.50 WAT~IR ,IMPAGT,.FEE $0.00 ~ Address : 2'~1'~? ALIC~`~, LANE ,~_ ~&'l~Li`~IC '8Ek`'~I, FLORIDA ~'2~:3 ~ ~ ~'~W;~ ~;A~`~ ~FF,~S ~. $4.00,. Ph~cr'~~:~~;~~+~)2~9-3:OCf4 ~ i~AT~~'t ME~''~~/~'AP 585.00 RADON GASH-H.R.S. 512.28 . .:, t ._ ~, - _------- C(~~1TRACROR ~`~F'ORMATIt9~1. ------ RADON CAB 5~ 50.65 r' ~' ; Name: PBZ3, INC., __ CAPITAL IMPROVE. $325.00 Address: 133 TR~I~IDAD COURT SEWER TAP ~a0.00 E NTE VftA BEACH ~ FL 32082. HYDRAULIC SHARE •- 54 .00 PO ~Li~cer>~~e:°..~D~~~#2~~~ Type; ~0 CROSS CONNECTION ~~5.'C~0 :} ~ ._;, sEC.H. IH,I~',~CT..,~E.E . $0.00 _ !' C©NST. SURCHARGE ~a~'2.93 t NOTES: v I PAID ~' r ~ NOTICE -ALL CONCRETE FOAMS ANO FOOTINGS MUST BE INSPECTED BEFORE POURING C PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ~ BUILDING:MATERIAL,ROBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE ~ CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 3 E ``FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN' THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.".. ISSUED ACCORDINQ TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATIQN OF APPLICABLE PROVISIONS OF LAW. [ ATLANTIC BEACH BUILDING DEPARTMENT t By. ~ .. , P6R~3844 ~ ~ ~ Y DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION --_--_ -------- LOCATION INFORMATION --------~ f~ermit ~tumber ~ 7948 Address : 2217 ALiCIA LAME permit Type: F'QUNDATION ONLY ATLANTIC BEACH. FLORIDA 32233. :laws of Warl:: NEW ---------- LEGAL DESCRIPTIQN ---- - - ~'nrs t r . Tvpe ; WOOD FRAME Lot : l~J 81 aok : Beet i can ; Fropos°~ tTSe: SIN~3LE FAMILY Town:.~ip: RNG: 4 Dwellings; Z Cede; 0 Subdivision; TIFFANY BY THE SEAS Estimatmd tlaiue: 8C.0f I'mprov . Ct~wt : a!~ . 0~ Total FFes ; $2~ . 0>r' Am,,~nt ~~azd: ~2~. ~?~? ~' Y.,~:v~.: nm..e, ~~trtursa,rr7nt~i"'PWRMT'1' t~NT,Y - ~ - `QRM~ATION -- --- - ~N~ ~ ~E)rt ~ ~ `~;,:___ APPLICATION FEES ~ ----- Y~a~: _ ; _ ~R, ~. ~I?C 3~IR`~HCD ~ PERTdIT a25 . OCR .~dclresw - 8~ ~~~~?I,"E LANE WP~TER,.IMPACT .la'EE ~4 . ~Q 3223 ~iTLANT? ~' BEACH , FLORIDA ~EW~:P~,, SM~A,,CT` FED . ~~ . ~?~ Phc~ ~ , : ~ 9~_~") 2~~ ?-~CQ 4 ~~AT"~~lR. "Irt~'!~~R;~~FAP ~(~".~fl ~ ptAt`O~ rAS-H.R.S. S~`.n^ ~4___,._ ~~RA~TOk" ~~iFt?RMAT'IQN ------- RADQN CAB 5~ 54.00 Name: F''~3D, I<NC. CAPITAL IMPPJVE. $0.00 ~d~l~-ess~ . x.33 '!'F~I1+tIDAD CO[JRT SEWER TAF ~U.4~ P~'~iTE.'~rE~RA BEACH, FL 32©I?2 HYDRAC3LIC SHARE $0.00 I~icen~e: -,..~80413Q24 Type: 0 CROSS CGNNgCTIt~N $C~-~}0 ~ SEC.H IMPACT FEE SO.+~0 : CONST :" S"CTRC'f~A~C~ ~ " ~ 4 . E1~ n ,x;- " , NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH ANO DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUIiDING IMPROVEMENTS..." ISSUED .ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. g}ie~d~ui"~: CR'fS~flL ,,, ATLANT EACH BUILDI DEPARTMENT ~~~~ ~~'~~~"_~~ ~ ft"~°°~~~h~ ~~~~~~~ ~~ ,:, =~ ;'~:~~al F°~~teer~4; Bx~ 1r ! ` ri i ,_ ~ ~ .. ..., a ,e a y . W ,: __, t: i, ,: ,. i ~;. _ o ; ~ ,_ - r a ,. ., , ~" SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation .information when the elevation information for Zones Al-A30, AE, AH, A (with BFE),V1-V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 -Distinguishing Features-If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certi/y that the information in Sections 8 and C on this certificate represents my best eflorts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) TITLE COMPANY NAME LE~/ST,E,~~ G4.ur~ ~.eV,E~ ~c>'1TNT,EG~ ~ J.tzvc~c~,~5, /•~. ADDRESS CITY STATE ZIP QQ~ f~ I Vic;:: Y / L/r4G,~~~ //[.i..~ ~G4,~i17,d X22 ! fv SIGNATUR ,. - e - DATE PHONE Copies should i'e made of this Certificate for: 1) aommunity,official, 2) Insurance agentlcompany, and 3) building owner. COMMENTS:.C1_.tiK~ ~/..~Y~iL ~:~EY4T/O~/ 4~ C-~~~' = C /~ /Y„~ j/N/5i~ FLGt~~ ~fJW~S7'y_h~r4B/7~4L ~~.~/`f = ~~/~~~~ _ 1'!'7~~~Tfl~C1X~T,~y_ ~ c'~N~S "~C'" .4i•/,D' .4,~' ~~/17~~'TH ~~ ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ZONES REFERENCE LEVEL REFERENCE REFERENCE BASE LEVEL LEVEL FLOOD ELEVATION •: ~: +;~ ~:' • ~ • BASE , BASE ~ REFERENCE ADJACENT ::• ~~~~~~~~~~~~~~~ FLOOD FLOOD LEVEL ORADE ~~ :' ELEVATION R , ELEVATION REFERENCE ADJACENT ;:i` LEVEL GRADE '"i` . i:% . ;~:{;j1iF~:~r~L'~: ,.. .. :.., .,.. ~~~~ '`' ~ ADJACENT; n,fl .. ..'': ~;f ti.'.j:.:. ..... .. III ~~. : GRADE ~. . . The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. ..Page 2 '~ ~ O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE ~-~~ Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY . NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (COMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION J FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER ,f~.~G /C.L1h/ ~ y .lam Y~i .~~i~l~/~T~ /~C. STREET ADDRESS (Including Apt., Unit, Suite andlor Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIL NUMBER 2217 .~G~ci,~s G.~~i= OTHER DESCRIPTION (Lot and Block Numbers, etc.) CITY STATE ZIP CODE SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): - 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE ~6~. BASE FLOOD ELEVATION (in~U Zones, use depth) . ~ 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): I~NGVD'29 ^Other (desclbe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I I I I ~I I .^ feet NGVD (or other FIRM datum-see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best d®scribas the eubjaot building's refer®nao Iwvel 2(a). FIRM Zones Al-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of ^~ . ~J ..._~ feet NGVD (or other FIRM datum-see Section B, Item 7). • (b). FIRM Zones V1-V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, i5 st art elevation of l~_L~^.^ feet NGVD (or other FIRM datum-see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor u$ed as the reference level from the selected diagram is L-^.^ feet above ~.~ or below ^ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is ~_ ~ .~ feet above ~ or below ^ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ^ Yes ^ No ^ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: NGVD '29 ^ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section 8, liem 7), then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: ^ Yes ~ No (See Instructions on Page 4) 5. The reference level elevation is based on: ~ actual construction ^ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which. case this certificate will only be valid for the building during the course of construction. Apost-construction Elevation Certificate will be required once construction is complete.) I I ' 'I~ 6. The elevation of the lowest grade immediately adjacent to the building is: L_t_J~L1~7J . ~,°~ feet NGVD (or other FIRM datum-see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is rtot the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: ~ I I I I I .^ feet NGVD (or other FIRM datum-see Section B, Item 7). 2. Date of the start of construction or substantial improvement _ -- FEMA Form 81-31, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION R;;i'tk ~ Y DE, CP.IPTIOH p ~5 ~-~ .o :. : ~ Block ~ section / ~" } ~/~ ~.,~,~ -1----- ---_.-_-._ ~-- .._,~- ~ ~ ~ 1993 iubdivleion:__ ~~~~~_~ ~`t~,^,r2~V~~-__ itreet dame ,-~ >~.~ ~~/(%lc~-- _ Ir Addrer;s:_C.~`.OF l // ------- -- G6~-~ ______ ^If in n FLOOD NAZARA 'lcod Z.cne:~_~~'_ "!~-__nrea complete pagcar 3. OtlING INFORMATION oning Propoafrd ,.strict:-----___ Uset___..___.•--~--~---_..__ xceptionf3l or sriancee Granteds_____,,,___,.________,..__..___ and Znnln~ CITY O~ A't't.AN'1'IC t3EAl'll. FLOI(II>~ !==~.+ :~~: TEI.E!'!!OAL•: (9031 217-:%1111 E.4X (90.11 217•~l;11c D£~CRIf'TION OF HORK Srie1 ; Defacriptlon:~~~~ c_//2l{f ~'..~~ - ~ ...-- Clss3v ai 1lork s tNvr/-RwMOdellAddl.tion)__ __~W ____ Typr of ~ ~ / • Conatr uct ton s „~~ _ ~~?'~_~!~'~-!~~~ e ~J~t~ £otimssted Value ~~1~~~.~~~? ________ Msuteri»lvs-------------------_____-- Solid or ------------~------------------------ Filled - /../ ----- Grounds_ ~dCY~ Root_~tC'f~_ OMNER INFORttATION ' Nsthod of Hfratings.„~(!~ l~? ~!~~!:!~'^ ~~', Propesty Owners ~n"• ~%+CL„r.}~,L~-L;,,,,_L~=(~.1~. ~_ _ _ _ _ ., Phones _ T _ ~~Cf /~t..,. Moiling - -- - - - - -~'~~(~~. Addreav__~~ __1" ,r c..-C1 jCr ~x`3.'~S~.r..__._......----.......___----__.•_ °°'' Y•~f ~ ~~~~~ I ----- CONTRACTOR INfiORMATION Caatrfaator s _ ~~~^,c.....~~_r ~=^-~- --^--•:..__.. Phone : ~~yr~'~_~ ______w_r__.w.~r __r --L .. .. Mailing ¢~.~ ¢~~~a~~-5~..__e~~~'P~~,t_.,C_`.st::.,~ ~'~-~~ _---~______ Zip= ~ ~-`=-~2--~----- __i1~~~1-~~.. Expirc+t J~~~ Licenve NumbQr s _ __.,______________.._____ D.te t _ __ _ - I NER68Y CERTItr'Y THAT ! HAVC READ AND E%AMINED THIS APPLICATION AND NNOV 7Nl: SAnC TO rE TFUL ANO CORRECT. ALL -ROV29IONS OF THE LAMS AND ORDINANCES 60VERHINO TNI`, TYPE OF ruRf: ~;~: i•[: ~~y~ t CONPLICO VITH, MNCTHtR SI'CCIfIED HILREIN OR NOT. THC GRANTINIi OF A PERf1ST DOE'i NO7 +'CF'.l.'4 '~: T""T~ '.~ GIYtL AUTHORITY 70 VIOLATB OR CANCEL THF. PRUYISIONS OF ANY FEDERAL, SUTf; OR IOCAL r~._?. _~-•. ~ -~. R£GULATION3, ORDINANCF.B. OR LAMS IH ANY MANNER, It1CLU0If16 T+IE GO FRNiNn pF CnNS7Rui'T(c:a ~..' ~;:!_ PERFORItANCI: OF CUNSTRUCTION 0I THk: PRO~EC7. I UNUlR:;TAf/D TRA fllC IS:;UANCE uF teRS r~+:n:- '( ,~'~.~ti.„ CONTIHUEf1T UPON TNC ABOVE INFORNATI N BEING TRUE AND COR "t 11 THAT Tf1E PLANS Ae+D S~~P/'cr;t:r+,, r7f+r' - ~ • ~~' DATA HAVE DEER OR SHALL UE PROVIDE AS REOUIRlD. /9~ -: ~.S ~~, J Owner 5lgnatura _y~~;~j'~'?f,?-- ._..---._.____----gate-------- T ~ ,, ~~ -- r 1~.- ` Contrsactor :3lgrse~ture _ `"~ !~°Le J clTg of ATx.,~Tac ~~cH ~a~ c~L~LATI®a~ s~€r.ET Address__t~~ ~ ~ ~-L/ C ~ ~- ~lq --r~~ Date 3 - y `1 ~i/ Heated Square Footage > ~'/~@ $,,,,,per sq f t = $ ~ 9v, 5p v Garage/Shed ~@ $ /y.00 per sq ft _ $ /l, Uf3~ Carport/PorchfcNi~y ~~ I @ $~O____~er sq ft = $ ~ `t3`l Deck _.__ d ~ @ S__~.per sq f t = $ Patio ~" ~~ @ $ .--~_t rer sq ft = $ 2 / cJ~ Y'% ~~~ Tao'~t/all Valuation Remaining Value TOTAL VALUATION : ~i~ ~ 'p p 1st S //a®. Q°~ S3. per thousand or portion thereof $ 3C (~//~ ~ 2 5 $ (7~P~. C h TOTAL BUILDING FEE $ /®~!~ + 1i 2 Fi 1 i ng Fee $ 5'x{0 ~`~' (~ Fireplaces @ $15.00 $ 3 ©..~d BUILDING PERMIT FEE $ y~ /••~ WATER IMPACT FEE _ $_ _. SEWER IMPACT FEE $ WATER METER/TAP $ O~ _ CAPITAL IMPROVEMENT $ ,^,~~ SEWER TAP $ - 4 (~~~) RADON (HR&) .0045 $ /~-~~ (?s'~6) RADON (CAB) .0005 $ . ~ S' SECTION H PAVING ( } $ HYDRAULIC SHARES $ ~--d CROSS CONNECTION $_ 3 5.00 (~ S'~G} SURCHARGE .0050 $ ~~~ `~ ~ OTHER $ GRAPiD TOTAL DOE $ ~ ~ ~` ~ ' 3 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: A1. FlGURE 1M~ RECURRENT i r+rpt+ ~Np cpEEDS f ~ ~ a ~ ~ BASi~ ids and ~° - ------ 0 ;~ a A~ ~ ~ ~ ~s„ ~ ; d m -~ ~ N ~ L }=~ ~ s c', a c+ ~ L~ mV fO 3 u XX i v O r & ° A d d ; v~.. ~ "s; yU ~ T c~ d, ~_ ~ 3 0 °_- A' -oar °p .~ W '~ m ^ C q 0 0 L! C N` A py',a^pi. 3~~ G~ s 1 .. t,.> ~~v- ~ uREs 0 NGS ANDS STRUCTU CTORS FpR gU 1.Q USE FA __.. .. _,~., ''-- and ~NCtUres G-~"`- tit pq buildin ~,~m the oca~ and structu dad ~p or mom in any Ana ~ as esser~t facilities, and struc~ms ~~ 9uildings ~ not limti~ t0~ having surgery in t~i~~~ and other med~`I faal'rties ncy treatment areas or emerge ue and p~ stations master (21 Fire or rase lion facilities and 3~ Primary commuriica ~ operatwn centers other ~lities rertuired in an ~4) power stations and reset a tow hazard to eme t cep such a ~'nurat struc~CeS ~` as 9 Buildings and tit of faiturs, d minor storage human lrfe in ~ ~ to porary facilities, an buildings, ~~ facilities Glean Rif He;ght {n) 1.15 0.9 7AB~ 1205'2A s~ PaESStJRfc ~ VELOC height 60 ft or Less ; V (mph) guiidin Fastest Mile Wind ve1oC tY' Frain Fi ure 1205 1i ' 100 17 o-15 1p 15 19 11 23 ~~ ~ 14 ~ 25 15 21 23. ~ 2B 31 60 is used ~ ~ ,ooN ~' "01 excel 10~• Imo: vas ~ ~oc-tY P ~, root new 2. Save he+9~ ~ ~~ t~va~s ~ ~ 1992 Rem ~,ade!®1991 Standard euik~^~ .-""__ ~~99t ~ guildin9 i - TABLE 1205.28 GCp COEFFICIENTS FOR MWFRS PROVIDING RESISTANCE IN TRANSVERSE DIRECTION' End zon. co.7ad«~a a ~,. ~••~ • aao7° flow. 0 < a 5 to° 2 `+SO t.4 -.ap +25 -7.0 -.ss •.55 ,l 3 ~.so •t.o -.40 _ -.30 +.s5 -.so -2s •.1s c a 5 2 14 -10 +40 -10 -.75 -.70 m 30° <e 545° 2 + +10 -.86 -75 +.45 +.05 •.70 -.65 3 +1.0 +.50 -.40 -.~ +.85 +.45 -.30 •25 ~ 4 •.75 -1.4 -.80 -.75 -.70 -1.0 •.65 •.70 'u W a = g0° 2 +.58 +.58 -.74 -.74 +.43 +.43 -.62 -.62 3 +.98 +.98 -.34 -.34 +.83 +.B3 -22 -22 4 -.74 -1.4 -.a0 -.74 -.71 -.99 -.62 •.71 0 < a 510° 2 +.70 -1.9 -72 -t.t -.t5 -t.4 -1.1 •.95 3 +7.0 •.90 -.30 -20 +.75 -.50 •.15 -.05 10° < a 530° 2 +.30 -1.6 •1.4 -1.4 0.0 -t.4 -12 -1.1 3 +72 -.90 -.50 -.45 +.90 -.50 -25 -20 W 30°< 8545° 2 +20 -.30 -12 -12 -.05 -.35 -1.1 -1.1 ?~ 3 +1.7 +.60 -.30 -ZS +.95 +.55 -20 -.15 ° 4 -12 •1.8 -12 -12 -t.1 -7.4 -1.1 •t.t r a a = 90° 2 +28 +2a -t A -1.0 +A3 +.03 -1.0 -1.0 3 +1.7 +i.t -24 -24 +.93 +.43 -.12 -.t2 4 -7.1 •1.8 12 -1.7 -t.t -7.4 -1.0 -1.7 '- >~ O < a <_ 10° s tt + 18 - 70 - TO 0 +7.8 -.70 -.70 _ 0 C 7 ti + 1.8 -.30 -.80 0 +1.8. -.30 -.80 0 °_ y, 70° < a S 25° 6,t1 + 18 - 70 - 70 0 +1.8 -.70 -.70 0 $ T 11 + 1.9 +.70 -.70 0 +1.8 +.70 -.70 0 7 n + t.a +20 -.9a o +ta +20 -.su o ~a E 25°<a 545° 6 t1 + 7.8 -.70 -.70 0 +1.9 -.70 -.70 0 V 7,11 + t.8 +20 +.30 0 +1.8 +20 +.30 0 FIGURE 1205.281 rno`,S APPLICATION OF COEFFICIENTS FOR PRIMARY Goa STRUCTURAL SYSTEMS PROVIDING RESISTANCE IN T'RANSYERSE DIRECTION (Positive sign indicates inward acting pressure) iow r.-sE w Laos ctwta~uY va~vtw~cuua m acct V' .~ ~ yQi/` ' y' a ~~~ iow ust e~: rnws aMtanur vwwtn to acct K FlGURE 1205.282 APPLICATION OF COEFFICIENTS FOR PRIMARY STRUCTURAL SYSTEMS PROVIDING RESISTANCE IN LONGITUDINAL DIRECTION (Positive sign indicates inward acting pressure) tOW GSE 62: rDDS tiNERK1X iARILLLtI ~O ROCE TABLE 1205.2C GCp COEFFlCIENTS FOR MWFRS PROVIDING RESISTANCE IN LONGITUDINAL DIRECTION (ALL ROOF ANGLES)' ga{Idinp End ian! tnwrior Zon. ca~sln~uon pow CoNNeMnw ~ 282 1992 Revisions Standard f3uitdirg CodeJQ51991 Standard Building Code/®t991 Sao ust e~: waas ccauKLr rwwar~ m acct \~ ~_~~ ~ .w owterca 1992 Revisions a i~ 293 ' / ~ ~J ~~ aw+Gt ~ 7,77 -0.30 -o.eo +t.e oao -0.30 -o.eo +1.e o.oo e DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE 81~ 14 TT JOB NO. SUBJECT TI ~ 1~`I~ fJ `' ~~1 -y"1~ ~~.. ~~ SH~ OF.~ s ~ i ~ !i DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY G LIB- DATE I ( I ~ I ~`~ CHECKED BY DATE SKETCH NO. SCALE JOB TITLE ~ 1~ 14`~Y JOB NO. SUBJECT `'r ~~ N ~ S ~I 't'I~-` ~G~A SH S OF~ i ~~r-- v~--c~•r• c:» ~ Fir i -~- (/~~~C7~-1. ,v Lam, ©~J Gr::.r~) L-r~= .:.,...:J ^I '+~.'"h `J F~ `" / n:', '`~ ~ ~ ~C~ /~•~ !~ F= ' Cam. (~'~„C':" DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA `G ~ JOB TITLE ~ `~ ATE CALCULATED BY DATE ~I ~ ~ ~3 JOB NO. CHECKED BY DATE SUBJECT _r' ~"'~ N ~ ~~ TI~ Se-+~! SKETCH NO SCALE SH ~ OF ~ - ~ ~' DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY G ~'~ CHECKED BY SKETCH NO. DATE I ~ ~ ~'~ DATE SCALE JOB TITLE g ~~ 1~ YT ,~J~OB NO. SUBJECT T~~'~a~ E;y ~ ~--~4 SH 7 OF~ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY ~~ ~- DAT I ( ~ ~I3 CHECKED BY DATE JOB TITLE g ~I ~d't"'1' JOBI_NO. SUBJECT ~l ~~14/J ~ ~~~ ~~ ~ A.1 SKETCH NO. SCALE SH S OF~ ~ ~1~n-11. 14''~L~ ~~YV ~`~".r a ~ .. i i r.. ,. ~~ fra " +~c~~ /~. C G A ~y Cr' f?. I //~~~~.- '`f~G'YI.T 1 C. n4 1, t, ~I ~ ~ c..l. ~1^~l~ 1 L14 ~ LL's' =~ ~ 3 ' .}. t} .~ I ~- O ~ t ~06~' ~~/ ~~a'b W"F1~1'•bVJ'~ A a ~eaa 5 ~C„ Z` r ~ ~~ - i _ ~' L; ~ 7' x `/ 7 `/} ` I I d '1'~ rA~. Y~I mow. ~ ~A~1.W~t~ ~, c = ,x LF ~ ! ' ~~19'r'"q l.. Q!'Ji111.14 6L~" ~ ~ ~ ~~/Z~~ ~~~~W•o,'~ •I H v ill ~ ~ ayr -4 L/t.. ~/ VV fl~-tr _ /4~I A 11 l,t4bt,L~ = 3 'b , ~ 1 W ~ ~ ' r 70 L.1~ G^~5 _~~r~oovJS Awl ~:n5 ~ ~~~,~, S' ~ 7 ,~~o' ~ 1 5~ ~'. ~- = L3~~~ ~b'T'A l,. 1N 141.1. ~ „ V !411. W l;~w c.'L Z!o c~ 4 1 D u"= ~ = 3lc ~ i= j__ t ~a ",. ._r"~. ,~ `~ : ~,~~~~~ ~ ~ V ~- _ ; ~:A1.~ ~ YA 11•1R$I,L'~ -' S '~ _. r -t- ~ ~ __ , l l o a F. `LASS vJ~1Jbs~S o .~ ~- ,~ ~ ~ ~n1 T> ~7,~ rt,. z °i~ ~- Z ~ ~ -1-. i " ~ ~ ~3 . + ~ + 3.1 ~ -- L.1 ~. `T~'Yiq-cr ~1 Amt.. ~~F}tiL +=~ '~ ~e N-t- f 1_ { " ~ r 2 ` ~ y W~ ~ ~i~w~"~ 1. + ? 1 s., a n1 rl4~l~-~ iR~l~ 3 a~ ~.~,ti. ~~p I l. - ~ f, ; = '~ L5, rt. ~~S W-NPc3W~ ~ r.-~ert,~_ ~ L!o° a c~~ `~ -+ L Z'7` ~j = 3c~~~ _. ~ ' I I ~ -~-~._ l ~F t -, 1 ~ , ~ ~.Y, ~ ~,,~..y _ , - ~1J ~'l.l.+ ~~,I~ ~~ IAtQI..~ ~ cS 'f ~. c~ , ~ . _ ~' I ( ~ .~ ' ~ p L ~' '' Z j14M U ~co n,1 ~a nJTptL.L~ v~/ A w ~ X41 L-~L.tr ~ 3 71 ~r 13''~ 2~~ri7 4' Z - b ? ~ 5 rj L ~ " Z" GMU ~ ~ i DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~~~ f~TT CALCULATED BY GG~' DATE II Z 3 ~ JOB NO. CHECKED BY DATE SUBJECT ~~ ~" ~Aa~ 131 ~~ Ss-9 SKETCH NO. SCALE SH ~ OF~ I _~ ~M.~.'1C~ Nl,. ~..7~J F~1' K ~~'1i ~~tL~"i-i o ~J ~ ~n r-r~s~ 4~q ~- ~- ~i~srsc.T~S ~E:~w LvAo ~JA14A81.€' o•Jh f78of~. >(~T~~~- Ico i~~k~ Ibs 7~~r 7d~~~ x 31olb~l~p '= y~ 122'Idg bk # I-~p/LI ~'d~l 1~1. ISM Ibg ~O+IE? ' ~pL~ 32~Fw$1$Iby~~h ~ ~F~1lC Ibc,ILF= lZi q~ ~~JT. ~yV1~oD Sr~ghrJNU. Tb AaSiS -~In6T ~'-LAbIL~ vEYl.T1G141.. '37~ 4'g Fj 1l0~• ~I IF' °~Iw=x ~Ib~b~t~ ~ 'tt'lalb~ Aop CHU F~bn.l $Or.1T'rit.. ~3 (~ o (V5 2~+~ `',_ 3 Z LF 24~ ~Ib +($+. S ~~ 3'-~0 = 66°~°!Z er. ~ C~IIn.~A~iE Fi.co-ti. ~; ~6r1.T1 L~~R` _ _{~Or-1''2baT~'h. ~ ro i 13 3 L~I ~tiZZ 11„5 ', Ibs 6$ ~.~ SS4~ q~~ ~z''c w1 ~ k~L ' IZ,~GMI) ~ I i.a.~'U' Svc ~ h- o t F"IVL~'~ SOC.I.P oK ,_ _ i ~~WUJA1~,l.'~ t ~ I ~ '~~~'SS ' @~1= ! e I M~R~.IDvs ;_,~ATE71.114~5: . ~~ .~~~ ~/ ~ ._ INo o T~ __, ; ~ ~ _ 31 '`~ I btu l4 ~ G_ °,~~ HMV V~ ~ ~ S O 2~1~~G ~ . -_ Fic.~t~ ,G~,~t,... , 4~~o Ib~ <<~ . ~ ~ 3-(id ~Me ~~rr ~ 2~ ~ Gwt J , W ~i ~ ~ o ' 2~-' ~ ~ C , __ F; u,.~S~ G~Z t,~ = ? 14 o Ib~ ` ~,~- I v2 ', 53foo ~~5, ~~~ ~~5 S-TABLE - ALLOWABLE SHEAR* IN KIPS PER FOOT OF WALL LENGTH (With. Rein or cement to ing entire ear CONSTRUCTION: Single-Wyth 8-inc Hollaw Loadbearing Concrete Block Ratio of Wall Height to Length (h/1) Grout 1.0 Spacing, 0.1 0.2 0.4 0.6 0.8 or Inches Greater Priem Strength (fm) ~ 1000 pai 48 3.60 3.60 3.60 3.60 3. 0 2.7 40 3.69 3.69 3.69 3.69 3.69 2.77 32 3.82 3.82 3.82 3.82 3.82 2.87 24 4.04 4.04 4.04 4.04 4.04 3.03 16 4.48 4.48 4.48 4.48 4.48 3.36 8 5.79 5..79 5.79 5.79 5.79 4.34 Prism Strength (f') ~ 1500 psi 48 4.41 4.41 4. 4.41 4.41 3.31 40 4.52 4.52 4.52 4.52 4.52 3.39 32 4.68 4.68 4.68 4.68 4.68 3.51 4.95 4.95 4.95 4.95 4.95 3.71 16 5.48 5.48 5.48 5.48 5.48 4.11 8 7.08 7.08 7.08 7.08 7.08 5.31 Prism Strength (fID) ~ 2000 psi 48 5.10 5.10 5.10 5.10 4.80 3.82 40 5.22 5.22 5.22 5.22 4.91 3.92 32 5.41 5.41 5.41 5.41 5.09 4.05 24 5.71 5.71 5.71 5.71 5.38 4.29 16 6.33 6.33 6.33 6.33 5.96 4.75 8 8.18 8.18 8.18 8.18 7.70 6.14 Priam Strength (fm) ~ 2500 psi 48 5.70 5.70 5.70 5.31 4.80 40 5.84 5.84 5.84 5.44 4.91 4.38 32 6.04 6.04 6.04 5.63 5.09 4.53 24 6.39 6.39 6.39 5.95 5.38 4.79 16 7.08 7.08 7.08 6.59 5.96 5.31 8 9.15 9.15 9.15 8.52 7.70 6.86 Priam Strength (fm) ~ 3000 pai 48 6.24 6.24 5.82 5.31 4.80 4.27 40 6.39 6.39 5.96 5.44 4.91 4.38 32 6.62 6.62 6.17 5.63 5.09 4.53 24 7.00 7.00 6.53 5.95 5.38 4.79 16 7.75 7.75 7.23 6.59 5.96 5.31 8 10.02 10.02 9.35 8.52 7.70 6.86 w Values shown should be compared with stirrup capacitys V ~ ~- fv d, e and lesser of the values shall govern. 53 i~(~5 S-TABLE - ALLOWABLE SHEAR* IN KIPS PER FOOT OF WALL LENGTH (Wit Rein orcesoent to ing entire Siear CONSTRUCTION: Single-Wythe 2-inch ollow Loadbearing Concre a Block Ratio of Wall Height to Length (h/1) Grout 1.0 Spacing, 0.1 0.2 0.4 0.6 0.8 or Inches Greater Priam Strength (fm) 1000 psi 48 5.08 5.08 5.08 5.08 5.08 3.81 40 5.23 5.23 5.23 5.23 5.23 3.93 32 5.46 5.46 5.46 5.46 5.46 4.09 24 5.83 5.83 5.83 5.83 5.83 4.37 16 6.58 6.58 6.58 6.58 6.58 4.9:t 8 2 Priam Strength (f~) = 1500 ps 48 6.23 6.23 6.23 6.23 6.23 4.67 40 6.41 6.41 6.41 6.41 6.41 4.,81 32 6.68 6.68 6.68 6.68 6.68 5.01 4 7.14 7.14 7.14 7.14 7.14 5.36 6 8.06 8.06 8.06 8.06 8.06 6.04 8 10.80 10.80 10.80 10.80 10,80 8.10 Prism Strength (f~) = 2000 psi 48 7.19 7.19 7.19 7.19 6.77 5.39 40 7.40 7.40 7,40 7.40 6.97 5.55 32 7.72 7.72 7.72 7.72 7.26 5.79 24 8.25 8.25 8.25 8.25 7.76 6.19 16 9.31 9.31 9.31 9.31 8.76 6.98 8 12.48 12.48 12.48 12.48 11.74 9.36 Prism Strength (f~) 2500 psi 48 8.04 8.04 8.04 7.49 6.77 6.03 40 8.28 8.28 8.28 7.71 6.97 6.21 32 8.63 8.63 8.63 8.04 7.26 6.47 24 9.22 9.22 9.22 8.59 7.76 6.92 16 10.41 10.41 10.41 9.69 8.76 7.80 $ 1 Prism Strength (f~) 3000 psi 48 8.81 8.81 8.21 7.49 6.77 6.03 40 9.07 9.07 8.45 7.71 6.97 6.21 32 9.45 9.45 8.82 8.04 7.26 6.47 24 10.10 10.10 9.42 8.59 7.76 6.92 ?6 11.40 11.40 10.63 9.69 8.76 7.80 8 15.28 15.28 14.25 12.99 11.74 10.46 * Values shown should be compared with stirrup capacity; V = Ay fv d, e and lesser of the values shall govern. 57 JOE TITLE ~. JR•, p.E. B ~ t O~ J• K,ELL.EY' u~-1 En9lneer 1 ~~ sH~- OF~- A~ulttng ~~ 3 ~LOFUDA ~ QpT ACKSONVIU-E, G G A ppTE.....-~-..~ ~ ~~„~~~~ -' ` NO. ~~.- •~ ~{ S ~ _~ ;, ~ ,. ~ . __ 4 x1~ SoL-~ ._,~~ IL~~-- 1~ ~ 5 X.W-K-g,~ct a ~32d~~G . ~~ ~ ~~~ .,:,-~` ~~~~'~s~ ~~~ ~~ ~'t~pG,A~'ta~`-~ ~~.._. ~~ ~--- _.----- ', „--~ 4 DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~ ~ k11''~' CALCULATED BY ~rG~ DATE ~ I ~ % f~-3 ,[ JOB NO. CHECKED BY DATE SUBJECT T1 ~N [ ~ ~~ ~' ~2~'~~ SKETGH NO. - -SCALE SHE OF~ ~, _ ,,,.w...,,~,, _ ar:.;.~ ~„ .. ... Ib'-4r ~ , ,t -t~'' ~ '-o' ! ! «! • .. , .. ,. 1 ., Rtroty ~I~~~ --J/ ~~~ J g Gi"~4f htA1.L.. ~~ ~~ i - $ G wt U Ir~gl.t. ~ ~ ~3 ~ ~1 i~ r , , _~_ # 1 . t- ' I r~ ~ R _ . , ' Avp'~'~ cox "~ ~ .. I: \/ , ' . ._ _ ~ _. R , 1 ~ I N ~ ~ • .. ~~ 1~ . ~ ..rye __ _ ~~ ~ r ~ ~ ,~ ~O 1 •~. . I 1~ I .. ~• v'_pr t-~ 61-0~ eyaq' :. . ' . ~,: `~ • i.~ . : ` ~ crt r ~ , ,. ., f ~77~~~ rt O r ~ ~ _ :~ ' ~ i+wle. of truleH -,wYa-"1r-. ~+;-•.•4 . r n '~ anaa s..v. , 4:~1r ~~ Lbt'r~ ~ILt~~~~ kL4~ .~ ..;1,pr yL~N'_ s~~' a. .. G R .~.. ~ - ~ ~ _ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA '/ CALCULATED BY ~ 1`'' CHECKED BY SKETCH NO. Q M N ____ JOB TITLE ~ \~ K~''f'~ DAT ~ ( '~ I~~ JOB NO. DATE SUBJECT __ _1 - 1"114 /J ~ BUJ ~~ ~ c SCALE gH~ pp ~ __---- I 2 GMRO~er@ 9t~A~ f~/. 14'.0 r-------- -------~ ~ ~ I I I -_ f. 15.o~i~ -~- = -~ i ~~_ S tk-w n, o,~ ~ ~~ r___ s r r-- r-- w n I ~I ~1 =~i e DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA J08 TITLE ~ ~I W~ CALCULATED BY G'-•~Y~ DATE ~ ~ I ~ ~3 JOB NO. CHECKED BY DAT SUBJECTS ~ F~~N~ ~c Y ~ .~5~ SKETCH NO. C~ Q 1Z~.~ SH.~ OF '•'7L' ~ ~ ~ OM t i _ .. .... °....~ Id~L.M _ _ _ ~ ~. '. I - - - •• _~~~~~r Z4"Ge1JT. wAW FTCI" •• - I i - - - -- -- - i I , i ..- ~ -.- ~ ----- ~ 1 r~ _~_--~ ~ =fir _ ~ a 4 , ~~ ~I _ . s• ~ •1" . 44"' GohIT. I N~t R ioK s' • I - -- Sa.rwr_ . ~- • ~ I ~ ~ ~ • 3 j j ~ ~ T.c~aw "r~..v°~"iad ' ' ~ I ~ ~ ' i I I ~ ~+ ~ ~ • •j ' I .. . • 1 _ ~ I 1 ~ ~ 3 ~ I ~ ~ ~ . __ ~ I ~. t I I I I ~ , ~ ;~ ~ - •~ ~-- --; -J ~ ,~ - - - ---- . { ~ ,~ _ ~ -fib C4~, ~ Pb~ .rleva~An~aH bl.I~ `~~•~~,~ ^ 24~ CONT. ww.1. ' ~7fINO RtINf. ~ i I o I k 5 ?~E A'T 3q~' ac, Q _ ~ ~ I i ~'f`Tr.) ~ 1 ~ 1HINCrNt0~~61.Ab I ~ I 1o0t w/ h b- ~ I hLV dK ', _ ~ 1---rt ~ -tom---~ = i bdE1lR~ ! i ~ ~~ - w".o" ~ - .~ ~ " _ 2 ,Nj•n 2~ ~Lj-4"~ I~'~ yt.a F_ n U N D A T I n N P L A I~j, j/~. ~ ~~~ c,M 4 DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY G G I~- DATE I I z Z ~.~ CHECKED BY DATE JOB TITLE g ~' ~'rT JOB NO. SUBJECT ~ ~~'N ~ ~i ~ `~''~ SL`~C SKETCH NO. SCALE,_,,,,_ ~ _...e ~ _.... _ ~.w..,.~..,...~...;~,.~w. SH 1 OF~ 3 ~~~~, ~V ~N cam' - IoM~,~ YKOM ' ~~>!~. ~~~. Sts ;.. ~ g 3 ~ ~~~ i ~ : DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~ sl ~ rr CALCULATED BY GG ~" DATE I ( ZZ JOB NO. CHECKED BY DATE SUBJEC7~_~ ~~N R ~' SKETCH NO. SCALE SH ~ OF ~,.~~~~~~~-_~__~_ w ,~- ,~...~~ ~~ .~~.~..,~~m.~~~~.,.a ~m~ .~e,.~s, w_ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY _ G G 1L DATE ~~ Z z ~3 CHECKED BY DATE SKETCH NO. SCALE JOB TITLE ~ ~/~`tT " ~ JOB NO. SUBJECTTIICGf~/1j ~ ~y 71~ ~y~ SH ~ OF,~ --- ---, ._._. ,~ a..... ~ _ . ... ~ .~,.,,~ ~ __ .. :. ~~ ' _T~GIc. 7".wss ~ ~ ~ P ~ P ~ ~ dae. hJ ,4cv ; }-~ (~ ~h.i•~T. - ~ a Ibs~la` - °~o~b~~~a<_ _ -- 3 IF its ,,~ ~ = 20 Ibz ~~- DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA ,p8 TITLE ~~/ {~ T T CALClJU1TED BY G GK" DA (2= 'I'3 ,JOB NO. CHECKED BY DATE 8llBJECT T1 F FAi1~ 13 ~I TI~G S~'7~1 ~ 8KETCH NO SCALE ., I ~,,... W - ,~r,~cr~,~.,.. UPLIFT' HARDWARE / CON' EC ~ R SCHED E aR Rs~1• ,~ , 2,~?f h~, ~ ~ i ~ ~ , ~ ' ~ 1jES~RIPT10N I, f _ ~ i ', ; 5IN1PS(~N ; SE .METALS FASTENERS ~ ~ : CQNN CT(SRS CONNECTORS { T~l'P-c.Ai. ~oF 't`'w~S Ted . ~'°~P' P~1 t 4~ 2~c, i ~ 7 , Ipc. ~17PZx 1~~ ib 1'a+~ Uoat~ ~omrt; T'n.t~e.g 'f!4i j~> iTb'T~ i ' j - . Q ?~4 is D P j? Z . , I Z; " ~~ SALC,o~ ~ ~ r~-S rA ~ t1 i~ E~ - _ j 2 ~- ! N ~ ; ,_ , I P c. 1~ o, P2 X 14~to ~ t 0+~ ., BA~.coaY F~4vern.. rc Ce~w Na ~ _ i 2~. , G b t"~U ~ 2~, R~aNSD Z 2 ';I D~ ~A~.,T~I'1, 8RlX~H ~`tt<• i~t14'C-Oa. 'Tbi [rr c a~ M,S _ 2 G ; ~ G ~ ~ ~d ' Z '~ S 1 '': ~ 2 - O~ ~ 1~1 ~ ~~I 'ly I i ' p Acs T ~ 'F'b 'T d , Pt„gT~ i ~ G ~ ; ' ! 7 ' ~ ~ P~ N C Pc t'~~lo' 2~a F4oeis~t,, 4'0 ; ~gT, Fi,.~o~.. F'n.jAM, iA1G+ Gs~15Q r A' ~Z~p'~c~ i n_~ ~'~ ~ ~Zm,c, „ Z -i0d Z ~ t ~c9 A ' !~, ~ t ~ ~ ~ Zoo j ~ PA~j SI, 2 _ P ~ , ~ - 1 ba ~bT 1V1.OC-fVjF1-AM~~(pl Te !~~NLtATj~p I ! ~-~}~ ®L , '~10}G' ~18j O! 4$~~~c~ F ~ Ltl~ , r _i ; ~ , f ~ ~ ~ f ~ ~, , ~ i ;i _ ~ _ ~_ ~ _ , _., i L ~ _ { ' ~ i ~ I~ i f ~ ~ , __~ ( -,;~,~,,. ~ i t 1 i ;~ ~ _ , _ _.. ~ . ~ _ _I ` i _ f ~ ~ .. a.;~_ ,; ~, ~ _. J . ~~ ~ , , ~ ~~ _ , __ ~, ;~: .. ,. L ~_ ; i ,.. ~ ~_ ~ ~ ~ _.. _ . , . , _, _ _ , . : , _ ~4 ~ ~ I~ _ ~ I , ~ ~ _, 4 ~I a j t _ I ~ .. ~ ~ .. _.. i 1 ~ ~ i ~ 1 ~ I , is j ~ i l ~ 1 _ __ _ ~ ~, ,. ~ ~ i i I ~ i I ~ I ~ V i ~ ~ i , i ~~ a~ , , i I ' j ~ I ~ ~ I i _ ~7 ' ~ I ~ ~ ~ ~ . ! ~ ~ ~. ~ { ' ~ i ~ ~ I . ~ , i i , ; ; i ' i~ t ~~ ~_ ;_ ~ ! ' ~ I ,- ~ , ~ ~ ~ , I_ 1 i ~ ~ } y i ~~ ~ National Watfl 1(800) 874-0335 Southeastern ~letau~s Nashville Wat91(800) 638-2526 Florida Wets 1(800) 342-1279 ~~ Miami Wata 1(800) 640-4981 ~- 1 5 ja" 19" SINGLE 2X 1 3/4" TRUSS TIE DOWN STRAP (Sanibel Strap) Design Features: Provides additional increased resistance to wind uplift to secure rafters and trusses to wall studs, top plates or concrete tie beams. Materials: 18 gauge galvanized steel L09~S' 15RA . 1 AAA the SIZE P CODECT GAUGE FASTENER SCHEDULE ALLOWABLE LOADS HEADER WIND UPLIFT CTN FASTENERS IN WOOD 2X HDP2X 18 10•tOd 1586 25 2X (2) DP2XD 18 12•tOd 1880 25 FASTENERS IN CONCRETE' 2X HDP2X 1B 8•NK or DN 1588 25 2X (2) HDP2XD 18 8•NK or DN 1880 25 FOOTNOTE: Fasteners are placed on model fiHDP2X each side of truss, 2 in the top layer and 31n the bottom layer of the double top plate members. Fasteners are placed on model MHOP2X0 each aide of the trues, 3 in each layer of the double top plate members. Concrete fasteners capacities for other syatemslmanufacturers rosy vary. The number of fasteners required may bs reduced in accordance with the fastener manulacturers recommendatbna for lower bading applications. INSTALLATION: Use all spec[fied fasteners in schedule to achieve values indicated. 3 j4" Consult manufacturer for information leading to the NK fastener. SEE GENERAL NOTES: 2, 3, 4, 8; 8 CODE COMPLIANCE: S.S.C.C.I. eti168, METRO DADS COUNTY REPORT ft81-0830.8 ROLLED STRAPPING End RS Design Features: • Rolled strapping meets a variety of applications and specifications. Use for wall bracing or cut to length strapping at site. Materials: 16 gauge galvanized steel Loads: 1265.1725 lbs. DESIGN PRODUCT CODE GAUt3E PRODUCT DESCRIPTION CUT LENQTH END LENQTH NAIL SCHEDULE LOADS PER CT 100% 133N. N RS150 18 l4' 1 Clear Span ~ 26' 13' 26-8d 1265 1690 / 5fY 1 1 X Clear Span + 22' 10' 22-tOd 1260 1725 t FOOTNOTE: Other lengths and gauges available. INSTALLATKN: Use every other nail hole to achieve code required min(mum on center spacing for s ecified nails. SEE GENERAL NOT~S: 7, 8 22 uvuo4e z~ t~/ , ' ~ SE/SM/C AND HURR/CANE TIES Y ~ 06060/SIM Buyline 5162 1 1. Loads have been increased 339° for wind or earthquakeloadinq with no further increase albwed. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2~" must be used when framing anchors are installed on each side of the joist and on the same side of the plate. 3. Maximum allowable uplift load for the H4 stud to bottom plate installation is 315 lbs.; 370 lbs. for the H2.5. o • ~ F ~a a °i ~~ ,, ~~. O Typical H6 Stud to Top Plate Installation '~~'~f~. USE A NwIMUM OF two ea wars TWS sioEOF muss. TOT~IFWR ° e81WLi ._ •~ 11 Typfcal H10 Installation ~- l~ Sp SrivD PLATE T/ES Ties top plates to studs to resist wind or seismic activity. Newt SP4, SP8, and SP8 wrap completely around double top plates. MATERIAL: 20 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. Sae General Notes. • SPi and SP2: position as shown. Install the number of plate nails indicated in the table. Then install 5-i0d commons into the stud and 1-10d common at a 45° angle through the stud Into the plate. CODE NUM9ERS: BOLA, ICBO, SBCCI Nos. NER-432 and NER-443; Dade County, FL No. 90-0914.2. MODEL DIMENSIONS FASTEN ERS ALLOWABLE z NO• W L STUDT PLATE UPLIFT LOADS 133 1 1 SP2 8-11k1 6-10d 40 SP4 3e/ 7s/ &10dx1'/ 885 SP6 5ei 7si 6.10dx1' 865 SP8 7e/ 8e/ 8.10dx1'/ 865 L' 1. For SPi and SPZ, one stud nail must ba driven at an angle through stud Into plate to guarantee table toad (seo illustration). 2. Allowable loads have been increased 33% for wind or earthquake loading with no further increase ~ilowed; reduce by 339° for normal loading. M EL FASTENER S MAX ALLOWABLE LOADST~ ~ ~~ TO TO TO UPLIFT LATERAL RAFTERS PLATES STUDS (133) F~(133) F2 (133) H1 18 6-8dx1'/2 4-8d 520 485 165 H2 18 a 5-8d - 5-8d 335 H2.5 18 a 5-8d 5-8d - 415 150 150 H3 18 a 48d 4.8d 460 .125 160 Ff4 20 a 4-ed 4-8d 360 185 160 H5 18 a 48d 4-8d 485 115 200 16 a - 8-8d 8-8d 950 850 - i6 4.8d 2-8d 8-8d 985 400 H10 18 a 8-8dx1' 8-8dx1'/ 915 585 526 H10R 18 ga 8-8dx1'/~ 8-8dx1'/z 915 565 525 Typical H6 Stud to Band Joist Installation Instpallat H7 STRONG•TIE COMPANY. INC. 53 PataM No. 4,480,941 ~ ~ ~ 1~ o o H5 Tlss Ratter fn 71uw Ols.ws H SEiSMiC AND HURR/CANE T/ES StrongTie ' CONNECiONS ~` ~iN 1K) (NIOR.~ a _'I : ~ , FAR ~8 E O ,/ 0 0 0 -"it Ni0 • • h-- i ~" z 0 c 0 o H4 ~ 4, J Patent No. ~'~• 4,714,372 H10 ` S" ~~ (H10R similar) \\~ Patent Nas. 4,291,996, 4,480,941; Canada Patent 1,193,418; other Patent Pending I 1~ 3~~ I~~ • 1~ • k ~ \\ ~ ~ ~ ~ ~ • 4~. H2 ~l~i~ e H • • T • 1~~ 5~b ~ • . ~ 2~ • H2.5 • NS ~ .~ a ~ H3 11~ • a~~ • ~ a 1~ • ~ ~~~~~~ 52 1{-~ o ~'• o ~ • . 8~" .~ H5 • Patent No. 4,714,372 ZO} 2#" O ~ • 17~" ~ 7~ i•, -~ 5~ • ~ 0 . , Newl The H10 and H10R (tor rough sized members) provide excellent uplift and lateral bad resistance parallel and perpendkular '~~ to the top plates. Optional positive angle nailing, with 8d common nails installed in double shear, connects shear bkx*ing to rafter. Double shear nailing, with Halls driven at an angle through two members, disMtwtea the load through two points on each nail for greater strength. Slot allows field-bending to acoornmodate shear blocking angle-bend one time only. Designed to provide wind and seismic ties for trusses and rafters, this versatile line may be used for general tie purposes, strongbadc attachments, and as all-purpose ties where one member crises another. The H4 and H5 hurricane ties have unique shapes that require sewer nails. The designs allow for installation on the inside of the member without Interfering with the drywall, or on the outside of the member without Interfering with the sheathing material. The H5 is designed to tie the top iwo wall plates to the rafter. The versatile H6 and H7 hurricane ties are designed and tested for high load capaGty. Use to attach studs, joists, trusses, plates, and other wood structural elements; see illustrations. MATERIAL: See table FINISH: t3alvanized. Selected products available in stainless steel or Z-MAX coating; see Corrosion Resistant Connectors. INSTALLATION: • Use aR specified fasteners. See l3eneral Notes. • The H1 can be installed with flanges facing outwards (reverse of illustration ~1). When installed inside a watt, a birdsmouth cut is required. • H2.5, H3, H4, and H5 flea are shipped in equal quantities of separate rights and lefts. • The H7 must lie bent over end around the other side of the top wood member. A minimum of four 8d nails into the truss must be used, including two into the side of the truss at the end of the strap. CODE NUMBERS: BOCA, ICBO, S9CCI Nos. NER-422 and /fi NER-393; Dade County, FL Nos. 89-0131.1 and 90.0914.2; 11 ~~ City of L.A. No. RR 22088. H1 Installatlon -Can Eliminate Costly Rafter Notching 0 Typical H4 Stud to Bottom Plate (H2.5 application similar) (ses footnote 3) ® CoDY~l9ht 1993 SIMPSON H4 Installation STRONG-TIE COMPANY, INC. • • Cold''=.....__ e ~ u,w . _ Q1N ra, r1 ~ya~ IW ~1"a1r1111Y ,'[ L{~ralralwy i Convenient Carry p1M~uruny 1~ «~~•+• Carton to Store, Ttansport, and Use ;; 'i+~ CU U,eeveryothernailholc .• fND GiN lEN in a row to provide fhe a1N lfN code required minimum ! cenfer•to center ' spacing fanaiie ~' :: d ~ E i Prwidcminimum;" ,. l end distance Typlcel CS :. Installation as a Equa4 number of Floor-to-Floor Tie specified nails in each erd COILED STRAPS Newl Popular 18 gauge strap is availab{e in 100' roils-spediy CS200S. Continuous utility straps can be cut to length on the Job sits. Packaged in a tlghtweight (about 40 pounds), portable 2' square carton. MATERIAL: See table FINISH: Galvanized. Selected products available in Z-MAX; see Corrosion Resistant Connectors. INSTALLATION: • Use all specified fasteners (see illuetratkm). See General Notss. • Wood shrinkage alter strap installation across horizontal wood members may cause strap to buckle outward. • Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. • The table shows the maximum allowable loads and the nails required to obtain them. Fewer Halls may be used; reduce the aikrivaWe load by the code lateral toad for each nail subtracted from each end. CODE NUMBER: BOCA, ICBO, and SBCCI No. NER-413. MODEL TOTAL END TOTAL ALLOWABLE NO. MATL LENGTH LENGTH CUT LENGTH FASTENERS LOADS (100)l (133]= CS150 16 a 150' 13" clear an + 26' %26-84 1235 1650 g 11" clear an+22' 22•tOd 1235 1650 CS200 18 ga i~o& 9'/a" clear an + 19" 20-8d 950 1270 9" clear an + t 8" ~ 18-10d 950 1270 CS250 20 ga 250' 7'~" clear an + 15 16-Sd 750 1005 T clear an + 1 14-tOd 750 1005 CS300 22 300' T clear an + 14" 14-8d 620 825 ga 5 /a" clear an + 11" 12-10d 620 825 Gauge cramped ~ 1 • AAowable loads 100% value Is the maximum steel cappacity and may on Part for Easy not be increased for other load durations except as otherwise indicated. IdMtlfication SA Typical 5A Installation with Saddle Hanger 0 0 0 o CSo50 Io(~4U 2. 133% value may be used for wind or earthquake badinp. CS150 ~~" i1#" Typical --1 ols Pattern SAIHSA CONNECTORS A high value cross-member seismic tie used as a horizontal tie akxoss intervening members. Allowable loads include athree-times safety factor proven by code performance tests. MATERIAL: See table FINISH: SA36-galvanized, ail others Simpson gray paint INSTALLATION: • Use all specfied fasteners. See General Notes. • May not be suitable for use in floor diaphragms due to their protrusion above the beams. CODE NUMBERS: BOLA, ICBO, SBCCI No. NER-413; Dade County, FL No. 89-0131.4; City of L.A. No. RR 24948. MODEL NO STRAP SE T DIMENSIONS FASTENERS (TOTAL) MAX ALLOWABLE HORIZONTAL LOADS (133) . ION C Li Lz NAILS BOLTS NAILS BOLTS SA34 7 a x 2/ 34 9 4- / 3800 SA36 12 a x 2'/ 38 9 22-18d 4-'/ 1900 1900 HSA32 3 a x 3 32 9 2- / 2580 HSA41 3 a x 3 41 9 - 4- / 5150 HSA50 3 a x 3 50 9 - 8- /~ - 6400 HSA59 3 a x 3 - 6- / - HSA68 3 a x 3'/2 68 9 - 10-s/e - 11000 .~ . '~1 1. Allowable loads have been Increased for wind or earthquake loath with no lurther increase attowed. 2. Allowable loads assume a restrained member of 3'fi" minimum thi~ness with bolts in single shear. 48 ~ Copyright 1993 SIMPSON STRONG-TIE COMPANY. INC. 3. BOIL and nail valUBa may n01 be rAmblrled. - ~, O ~ O~ ~ I ~ ~o ~ O ice--Lz t ~ ''~ <~~ National Wab 1(800) 874-0335 SUL~IZeIYSte~ ~~/~~~~~ Nw,hville Wats 1(800) 638-2SZ6 C ~'l Florida Wets 1(800) 342-12?9 ~..,:. ~.~ Miami Wab 40-4981 t~ , HURRICANE ANCHOR Design Features: • These ties add increased resistance to wind uplift. • Precision preformed galvanized steel. • Eliminates toe nailing utilizing correctly located nail holes for fast, easy and strong attachment of rafters and trusses to plates and studs. • Saves tabor costs. Materials: 20 -1 S gauge galvanized steel f.OaaS: 340 - 990 1bs. DESCRIPTION PRODUCT CODE GAUGE DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS PER W H RAFTER PLATE 8TUD WIND UPLIFT CTN Regular HCPR 3 HCPL 20 1 tl2 5 4.8d 4.8d 340 500 . 4.8d 4.8d 520 500 Regular HCPR18 3 HCPL18 18 1 112 5 4-8d 4.8d 520 500 Lorg Tie HCPLR 6 HCPLL 20 1 1/2 61/8 4-8d 4-8d 520 100 long Tie HCPLRI8 b HCPLL18 18 1 i/2 61/8 4-8d 4.8d 520 100 Dbl Long Tle RT10' 18 19/18 103/4 6-8d Xt 1/2 8-8d 8.8d Xt 112 845 100 Reversible ' 18 11/4 413!16 3.8d 3.8d 390 100 Truss Tie HCPTA 18 21/2 20 8•tOd 4-tOd 8.10d 990 50 1NS?ALLATION: Use aA epeci8ed fasteners in schedule to achtavs values ind~ated. SEEGENERALNOTES: 2, 3, 5, 7, 8, 9 CODE C019PLIANCE: S.B.C.C.L 98169,'S.B.C.C.t. 99191, METRO DADE COUNTY REPORT 11900420.2, 992-0830.6 • - LONGTIE •o 00 0 DOUBLE ~~ LONGTIE •~n o° .° 0 ~o 0 i 0 •• REVERSIBI REGULAR HCPR/L Available in left or right TRUSS TIE HCPTA ncPLflrLL RT10 RT12 " AvrGrWe in left tN right FLOOR TIE ANCHOR Design Features: These ties are designed especially for use with floors constructed above grade, as a connection between first or second floor level to studs. • Nailed installation saves labor costs. Materiats: 16 gauge galvanized steel Loads: 990 - 1153 tbs. q .. PRODUCT CLEAR FASTE NERS PER DESCRIPTION CODE GAUGE LENGTH SPAN TO PLATE TO STUD UPLIFT CTN Stud Flrat Fbor Tie HCPFA 16 20 8-Bd 8.8d 990 50 Srcond Floor T1r HCPSA 18 40 17 18•tOd 1153 20 MMTAl1ATIDNs Urr e9 rpecl8rd lartenerr In rchedula to achieve values ind~ated. tiEE Gt:NERAI. tdOTES: 6 19 , HCPSA HCPFA StlrongTie CONNECTORS BEND ADDRgNAL STRAP cD't~rt' orb otR--.~ FAIPAHDIMPAHDtHPAHD SERIES 24La -~ -•{ 2b f~ o' .• ' ~. ,O. .• ~ o' 5 'o. • z `~ . HOEDOWNS See pale 13 for loads and other installation information. A variety of wood-to-concrete connectors that satisfy engineering and code requirements. Allowable loads include a tested three-times safety factor in concrete. One-piece design; no separate anchors required. The required embedment is less than for the HD aeries. MATERIAL: 2'/,e" x HPA-10 gauge; all others-12 gauge FINISH: Galvanized. Selected products available 1n Z-MAX coating; see Corrosion Resistant Connectors. INSTALLATION: • Use all specified fasteners. See General Notes. • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumber less than 3'/z" wide. To lessen splitting of 3x's or double 2x's, either fill every nail tide with 10dx1'/z" nails or fill every other nail hole with 16d commons. Reduce the allowable load based on the size and quantity of fasteners used. • Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and foundation wall or footing beneath, unless provisions are made to transfer the toad, or the slab Is designed to resist the load imposed by the anchor; (b) slabs are poured over concrete block foundation walls; or (c) the members being anchored are less than 3'/p"wide. • To get the full table load, the minimum center-to-center spacing is twice the embedment depth when resisting tension load at the same time. FOUNDATION CORNERS: Nail and bolt quantities have been reduced when the load is limited by tested concrete pullout strength (fill holes from top down); additional nail holes need not be filled. Nail and bolt quantities may be reduced further for less than 9" corner distance design toads-use code allowable bads for fasteners used in shear. TWO•POUR SYSTEMS: When a cold joint exists between slab and foundation, the holdown will be lower on the stud wall since the embedded portion of the holdown must be in the foundation (see labia footnote i on page 13 for exception). Fewer fasteners are used, reducing allowable loads. Loads are calculated using a 4" stab over 8" and 10" foundation walls. PA51, PA68 FOUNDATION STRAPS: ^ Designed for foundation to double 2x10 band joists and crawl space floor system connections in high wind or earthquake resistant construction (see illustration). PAHD, MPAHD, HPAHD HOEDOWNS: • Designed to be installed at the edge of concrete. Tests determined the pullout strength with one horizontal #4 rebar in the shear cone. PAHD42: Install before pouring concrete by nailing to the form, or insert into wet concrete after the pour. MPAHD, HPAHD22, HPAHD22-2P: Pra-bent to control the embedment at the required angle; field-bending is not necessary. Installation holes allow nailing to the form, resultlng in 1"deeper embedment; see illustration. The MPAHD has one extra bolt hole. OPTIONS AVAILABLE: ^ See also FAS TIE'", HDA Holdowns, LTT and MTT Tension Ties. CODE NUMBERS: BOCA, ICBO, SBCCI Nos. NER-393 and NER-469. ~. fr a 14a / o 6t~ ,~. a HPAHD22-2P frl Typical PAHD42 Before Concrete Pour 1. Loads have been increased 33~. for wind or earthquake loading with no further increase allowed. 2. 16d sinkers (9 a x 3%;') or tOd commons may be substituted for specified lfid commons at'b of table loads. MODEL MINIMUM ALLOWABLE NO LENGTH EMBEDMENT FASTENERS LOADS . DEPTH {t 33) A5 51 4 9-1 1620 70 4 9-16d 1620 3. Optional taslener holes provided. Calculate loads according to the code up to a maximum of 3575 lbs. Minimum embedment is 4"; 5" to the nearesiedge. q Copyright 1993 SIMPSON STRONG-TIE COMPANY, INC. ~~~ ~~ HPAHD22 (MPAHD Similar) ~ u STUD PLATED SHOE Design Features: • Protects plumbing, electrical lines, Intercom and alarm systems against piercing by nails, screws or power Hailers. o Materials: 18 au a galvanize steel c. a SIZE PRODUCT GAUGE PER CODE CTN Single S-2 18 50 Doubb S-4 18 50 FOOTNOTES: All references to bolts or MB's are structural quality through boNs equal to or better than ASTM Standard A 307. UpBtt Loads have been lncreased 113 for wind or earthquake. Length embedded into concrete. SEE GENERAL NOTES: 7, 8 INSTALLATION: Use a8 specified fasteners M schedule to achieve values lndleated. National Wets 1(800) 874-0335 Nsehville Wets 1(800) 638-2526 Florida Wets 1(800) 342-1279 Miami Wets 1(800) 640-4981 FOUNDATION STRAP Design Features: • Economical installation to achieve continuous loading from ledge plate to footing. • Foundation strap allows a 4" embedment into concrete. Materials: 12 gauge galvanized steel Loads: 575 -23Q516s. ALLOWABLE LOADS NAILS ONLY PRODUCT GAUfi{E DIMENSIONS 2X8 PERIMETER 2X10 PERIMETER 2X12 PERIMETER 2X14 PERIMETER PER CODE WIND WIND WIND WINO CTN L Li L2• NAILS UPLIFT NAILS UPLIFT NA1L8 UPLIFT NAILS UPLIFT TA•11 12 38 1!4 t7 518 8 6.104 XI 112 1150 10.104 Xt tl2 1440 14.104 Xt 1/2 2015 18.104 X1 1/2 2305 10 TA-Iii 12 48 114 22 118 8 e•tOd Xt 112 1150 10-104 Xt 112 1440 14-tOd Xt 112 2015 16.104 Xt 112 2305 10 TA-61 12 58 1/4 22 118 8 8.104 X1 1/2 1150 10.104 X1 112 1410 14.104 Xi 112 2015 16.104 Xi 1/2 2305 10 1 ALLOWABLE LOADS BOLT8 ONLY 1 ~ OOE T OAUOE DIMENSIONS 2X8 PERIMETER 2X10 PERIMETER 2X12 PERIMETER 2X12 PERIMETER CTN L L1 L2• SOLTS WIND UPLIFT BOLTS WIND UPLIFT BOLT8 WIND UPLIFT SOLTS WIND UPLIFT TA•41 12 38 1!4 17 518 B 2.112 575 3.112 880 1.1/2 1145 8.112 1720 10 TA•S1 12 48 1/4 22 1/8 8 2.112 875 3•if2 880 4•Il2 1145 8•ti2 1720 10 TA-81 12 SB t/4 22 1/8 B 2.1/2 575 3.1/2 880 4.1/2 1145 8.112 1720 10 d V ~ 0 S-2 A S-4 PURLIN SILL ANCHOR Design Features: Accommodates diverse design requirements for concrete to wood installations. • Pur{in anchors aitow a 4" embedment into concrete. Materials: 12 gauge galvanized steel Lestdst~ la~R . !4RSt'f1 Ih~_ DIMENSIONS FASTENER ALLOWABLE SCHEDULE LOADS SIZE PRODUCT GAUGE pER CODE EMBEDMENT UPLIFT UPLIFT CTN OVERALL IN BOLTS NAILS LOADS LOADS LENGTH CONCRETE BOLTS NAIL8 2X18112 PA-18 12 8 181/2 2.1/2 12.184 935 2150 10 2X23 314 PA-23 12 8 23 314 3-1/2 18.184 1400 3230 10 3f8 PA-25 12 B 25 318 3-1/2 18-184 1400 3230 10 2X29 PA-Z8 12 8 29 4.112 24.184 1870 3890 10 2X35 PA-36 12 6 3S 4.112 24.184 1870 3890 10 FOOTNOTES: All reteronees to bolts or MB's are structuret quality through bolts equal to or better than ASTM Standard A 307. upBit t.oeds have been increased 1/3 for wind or earthquake. SEE GENERAL NOTES: 7, 8 N48TALLATION: Use aN specified fasteners in schedule to echteve values indicated. 21 1118 ll PA TA DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~ i4Trt CALCULATED BY Gfr ~ pA f 124 ~ JOB NO CHECKED BY DATE SUBJECT TIF~MEg1~I BV T1~ St~9 SKETCH NO. SCALE SH ~ OF~ ..~..~.~~ ~,_m~~,,,.-- _ _~ ._ _ ___~_~.<~<_.~_ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSOAIVILLE, FLORIDA CALCULATED BY CGL DAT (I = ~ ~~ CHECKED BY DATE 3'~..~ ~ o ~~ H' p ~G~ I' I(p O~G . /_ _'"r ~~5~ ': ~ ~,p C~ _ ~ Qi~. , ~1'1aaNt , ~~~L 1 _ ~ ~ ~ p~C ~ e_ S~OC'' Ulyw!-4-- JOB TITLE ~.J~ 14T TTY JOB NO. SUBJECT 1 1~ F11A! 1t< ~a~1 T1~' 'S~'M~ n C P DOLE J. KELLEY, JR., P.E. Cansuiting Structural Engineer ,~B TITLE JACKSONVILLE, FLORIDA /+ ~ t a~ ~ JoB No. ________- CALCULATED BY ____-- ~-! ~"Y DAT '7TkF d. SUBJECT ~I T I ~ ~_~' CHECKED BY DATE _- SH_,~ ~ SKET H SCALE , . .~~. . __.._ _ ,_ .. .~A // ~ / I . ~.. { , , t . '. , _/ ~ .. ~~ ~ , _. ~ •, 1 ,. i `,~, ~. , ~ I ~ 1 ~bA~ttf G~ ~~ ~, ,M 2';l~b ~rfrtU ~ l(pt~prG ~ 4 i+.1ti'r1~il.~ sec ~ .._._ F~I,~. -~T• fM/~i ilii Q~ ~ atr~14~ 1(a ~~~~w~h ~ ~ ._. -. _. AA ww 4 ~,w~ ~~~ . F ~7cpA~`~~ rJ '"~ 1 Da4 I~C CS1SD yrn.Ai ~~~ s ~ r E ~ . --------• -• • ~~ r __ , y ~ . ~ t ~ _. .___ ~ n ,i it erao+~ Z Ao ! i _ . ,...r . . •_ .. ..~_ ._ .. _. t .. , l~ ~~'• ~rQ1 p' i ~. _ _- _ ,t j ~ i i ,_ ,- ' ' ~, ~~ • , ~~ ~' , .~ 1 f/ 2~ ~ b °a o.C. ~ t... ~^ _ ~~ ~ ', _ , - ...:.. ... ... ~ ..._-__._..... .., f... ~ ._ .__ bq rl L'~1 O 4(o Orc, ` ~~ p, t• L 4 O R 1= ~ A M 1 N G ~'' y4M. t~ ~~ , ~~ ~;;; ~•; `,''~y. 2.3.2-Load Duration Factor, Cp 2.3.2.1 Wood has the property of carrying substan- tially greater maximum loads for short durations than for long durations of loading. Tabulated design values apply to normal load duration. Narmal load duration contemplates a load that fully stresses a member to its allowable design value by the application of the full design load for a cumulative duration of approximately ten years. When the cumulative duration of the full maximum load does not exceed the specified time period, all tabulated design values except modulus of elasticity, E, and compression perpendicular to grain, F~l ,based on a deformation limit (see 4,2,6) shall be multiplied by the appropriate load duration factor, Cn, from Table 2.3.2 or Figure B 1 (see Appendix B) to take into account the change in strength of wood with changes in load duration. 2.3.2.2 The load duration factor, CD, for the short- est duration load in a combination of loads shall apply for that load combination. All applicable load combi- nations shall be evaluated to determine the critical load combination. Design of structural members and con- nections shall be based on the critical load combination (see Appendix B.2). 2.3.2.3 The load duration factors, CD, in Tabfe 2.3.2 and Appendix B are independent of load combi- nation factors, and both shall be permitted to be used in design calculations (see 1.4.4 and Appendix B.4). factors, CM, specified in Tables 4A, 4B, 4C, 4D, 4t: SA, SB, and SC. Wet service factors, Cl,,t, have alread been applied to the bearing design values parallel t grain, T'g, in Table 2A based on the specified moistur service conditions. 2.3.4-Temperature Factor, Ct Tabulated design values are applicable to membet used under ordinary ranges of temperature and occi sionally heated in use to temperatures up to 150"1 Wood increases in strength when cooled below normi temperatures and decreases in strength when heatec Members heated in use to temperatures up to l ~0° will return essentially to original strength when cooler Prolonged temperatures above 150"F may result i permanent lass of strength. Tabulated design value shall be multiplied by the following temperature fat tors, Cl, for structural members that will experienc sustained exposure to elevated temperatures up to 15(i" (see Appendix C): TABLE 2.3.4-TEMPERATURE FACTORS, C, fn Servlee C, Moisture Design Values Cunditlonst TSIUUuF lU0°F<TSt25°F 1?3°6'<1'SISU°F Ft, E Wet or Dry 1.0 0.9 0.9 Fb, F,,, Fe, Dry t.U 0.8 0.7 and Fel Wet l.0 U.7 U.5 TABLE 2.3.2-FRE UENTLY USED LOAD Load Duration CD Typical Design Loads permanent ~ 0.9 Dead Load ten years 1.0 Occupancy Live Load two months 1.15 Snow Load seven days 1.25 Canstnlction Load 1. Load duration factors shall not apply to modulus of elasticity, E, nor to compression perpendicular to grain design values, Fey, based on a deformation limit. 2. The impact load duration factor shall not apply to structural members pressure- ireated with water-borne preservatives to the heavy retentions required for "marine" exposure (see Reference 19), nor to structural members pressure- treated with rite retardant chemicals. The impact load durrtion factor shall not apply to connections. 2.3.3-Wet Service Factor, CM Tabulated design values for structural sawn lumber and glued laminated timber are based on the moisture service conditions specified in 4.1.4 and 5.1.5. Vi~l~en the moisture content of structural members in use dif- fers from these moisture service conditions, tabulated design values shall be multiplied by the wet service 6 Design Values for Structural Members 1. Wet and dry service conditions for sawn lumbar and glued IaminutcJ timber specified in 4.1.4 and 5.1.5. 2.3.5-Pressure-Preservative Treatment Tabulated design values apply to wood produc pressure-treated by an approved process and preserve tive (see Reference 19), except as specified in Tab 2.3.2 for "impact" load. 2.3.6-Fire Retardant Treahnent The effects of fire retardant chemical treatments c -sKength shall be considered. Allowable design value including connection design values, far lumber ar. structural glued laminated timber pressure-Treated wi fire retardant chemicals shall be obtained from tk company providing the treatment and redrying servic The impact lead duration factor shall not apply structural members pressure-treated with fire retards chemicals (see Table 2.3.2}. 2.3.7-Beam Stability Factor, C~ Tabulated bending design values, Fb, shall be 111t tiplied by the beam stability factor, C~, specitl~d 3.3.3. The beam stability factor, CL, shall not app simultaneously with the volume factor, Cv, fir gltu laminated timber bending members (see 5.3.2). Thar fore the lesser of these adjustment factors shall appl DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~ II 14TT CALCULATED BY CL~ DATE i~ ~'; ~ > JOB NO. T SUBJECT ~ ~ Fi~N ~ ~x l Q 'fl~ d CHECKED BY DA E SKETCH NO. SCALE SH~ OF Z ~,,....~~.~,,-- ~ -. ~_., ~.~~,., ~~.. _,~. ~ ~ ..x ~~,, .P..~~.~ _ ~.W~,~.~ .., ~ ~~ ., ~ ~.. ,a... _ ~,..... ~ .. ~.. ~ //'~+ f E ~~ (1Q4u M~JL ~ ~aoTt AJ Cc? ~ ' i i 3 { 1 j C¢~.-~-i~' ~~~rn.m~5 ~ 1.r 'e~ r~~l ; :.~~~o~ ~~ ~• ~ AT i -ra ~ o ~- Mora 6! ~~,r~a ~, s ._ 3'v. 3,' ~ I3~~. I5o P~s^ ~ 1'7~r; ;ib~ Pi''`n' (b"~ Ib~~ ~, ~~ ~ ISp Pct= 533 Ib 144 s~fl~ ~~'~j =' 3 2" ~ 3 2u ' ~ X ~ 3 3 x t SD Pe ~ ~'S 1 b b ` _ ._._._..__. l4vt , 2bo~~b-+ .Z~~,,~~by ~ __ 2 lbg. o~. / . _ __. . 12E- e! foiwE ~on,t~Ca , ~ ~ ~ ~j ® , l2 ~ o r G • ~' ~ I~ul , ~-n, .__. . w ~. ~ ~ _ _. ~ -~ 3 T~~ ~ ' ~ ~D C , ~ ~~ ~~ ~ coves) _, _. ,__ ' ~n,A ',a ~ T~ wt. t~ rd ~ , ~~ _. s _: f a 4 . __ . _ . _ _r ,__ {_ , '~~ ,~ ;- ,_ ;_ _ o, { ,_ , ~ s ~~t~ r~, ,~ ~ ~2 ~ ~, , _: _, ~_ _e AAIt~ " ,~ smaap~ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY ~l- ~ DA ~/_ CHECKED BY DATE SKETCH NO. SCALE _._ t .... , ... ~. ' _~ ' I ! I ` ' : ~ ' I I i i l i ,__ 4 ,,i. J i ~ 1 ~ ~ ~ 1 I . I I ! 1 ~ r i ~ ~ _ ~ ~ ~. i I ~ f i _ ; , _I I ! ~, ~ ~ i j . , I ~ , , ~ I~, _. ~1~ ~ - ~' j a ~ ~ I ~ ,~; . I ~ I _I ~ ; s .~ ~* -~ t E `~ i i ~ I ~ ~ I i ~ ~ ~= r -r -y. --i- +. ~ e ~ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY ~~ DATE ~L b ~3 CHECKED BY SKETCH NO. DATE SCALE JOB TITLE $~I AT'T JOB1 NCO. SUBJECTT ~~IJ~ ESQ) TI'{'C- SL~"~A~ SH ~ OF S Ok. / n 1 f DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONV{LLE, FLORIDA JOB TITLE ~ ~ 'A T T CALCULATED BY CC' ~' DAT IZ ~ ~ 3 _^r JOB NO, c ..,~ CHECKED BY DATE SUBJECT T11~F1't'f~~) ~3 ~ T~1E S~ SKETCH NO. SCALE SH ~' OF ..,~,,..~....~..y..~~ , ....~ . _ _,. ,~. ~:... _ _. _ . ... 1-~ ._. 3 4 I ~ .4° ~o na }s ICl!RMEOFI eLxs ~ ~ - I ! OIL coMfaccep '.~Ollb- ~1 {b.o I ,__r I ~ I I I ~ I ~ ~~~ I ~ . M ~ ' r-- _ , i 1- _ ` ~ I r I I' r i ~ - -~ 1 j -- 3 I ~ ~ ..' I ~ ~ 1 1 '~ I. I I I ' .i ~. et rj Ce aT • AND ~ ~ ~ j I ~" I- u e.~.~ m l ~ d IZ o c. ~M~ •~ i I ~, ~ ~ I - - ------- ~ ~, ~` ~~ , I '~ fi 4", ~ wl : ~I~ne~H 6u8 I I C i ~' ~' 121 ~ ?~~ coNr. wAl.l. I ~ ~TINOI2CINf. y ~ ° 1 ~ ~ 3 TIE A? 3!P r o. ~, _ f `' i TNIGKliNEO 51.,Ab y ~----t - - - ~ -- q t ~ _ I . - ~ ~ , ~'-oW i~ n U N D A' f I n N P L A I~ 1/,~.p~ III QM _ t~A~r-ra,c~ ` -tiny ~1~-oen. ~ ; A.yv Z ~ ~ 6'r'M~ ~NR~ ~' ~ ~cta.9w~5 ; ;~ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCUUITEDBY GG.~•+ DATIt G' CHECKED BY DATE SKETCH NO. BCALE I~y ~`~.ywooi~ '~lq ~c,Fp ~ F~ wl Boa ~r41~s ', , 2 ~ fe ~ , P, T', ';L~w M, ~t.ATE A -yrlc~n.Ep l'b v~1 A ~..(- ti __, Z ~~~ Z~ P-M4TE V11 A StIGT- _ ! j _ d Z~'yO ~G• ' ~ ' ~ j ! ~ !~ ' ~ i ~ .. ,_ ~ ~ i II~TStti•~oR. ~~ vJAI.L. jtwl~t,t4~'l, TG 12'~ W Ats. , ~ _ . vu~ 1-~5 4 ~$"o•~. ~a --- i ~E© Ge-.t.r~ A -lr,~ 2 a~ U-Btctt.. AT ~'p ~~. 4 ~ ._ 1 _ ~ . I ~ _ i I ~_ , __ AD'p ~ '~5 t~oR1t,. ~~D V•St..a~ ~ Aaeav Et-~r ~i-rw~Nia` vaK~t. ~ 3~'O~ A VD b ~'O ~ E1bo~F FOOTI»fr, tAISTA6G # ,~ TEES ®11 ~ID.~, • ' ' _ (! .n { 1 N ~ f vPubt.. Sr1Aw t'S~' • 8r1.A~-arL+ R~,toa~-r~ FSwcta.t<t~..~.. 2'k~ Jos r~nE ~-~ j~Arr JOB NO. 8UBJECT - ~l~~1~ ~y ~'~s ~~ SH ~ _ OF J~ ~,~ ~~ ~n~ s d 1(0 o.;c, ~ w a, ~_ ~ra~ip. ap ~F,o,,•c. ~ ~~,`. Sig C-'uDO (~. Srl~xlr~1 ~n1 6 ~ 1~-t4. `~to ~G. 6QC~isb A^1O ('Z.'a~~~ I_ i F-~.c~ wl : io d ~1at~~ ! l E '• i E~~ l [o`~ Ffo.IL ;~ , -Rubs __ , ' ~ '. I i f { ~_ _ ~ ! ; ,~ ~~ 12,, Tb W ALIT ~Co3 T'~~J uaoY. ~ ~acL otu:D i K.v.~~r. So~T Q ~ ~3Z'`o ,G, , Ci{t~rt Kti41T 34- 1 oti E=~t~A~~ . j F~oti ~ Fh-t~IcrJT ~MAu.; Mp~sv+sur, i ( ~ . j ~ ' ' i i .. I ~.. { ~. ~ ~.. u ~. i _ i ~ i I¢ 13bCoPbt FrBEr#.HrbN ~. _ i ~ ~ ' ~ i~t~•c-b• ~~-LbXG ~~/bNlwi~ O~s'n 'C.wM T!~ ~*i~t. ,~ .. . .; X -,~=',~ ; f. ~_-~- vy ~f - ,,._. 3 . +~ ~ chat . h-~ ~ 3 ' Tim G ' 3~'D,G, -,~ G~~T'- brJ " ' " ~' DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA n, CALCULATED BY G!~ ~- DATE Z 2Y ~ CHECKED BY DATE SKETCH NO. SCALE ,< _ I~-~ ~ ._. _ r d ~"G~-J©FYT14~ ~~CJIFILI.. S~~rt.w~-~~ ~GlaFano~NC. Soy, ~ © l~l c.c.s-r~ _ CE~cs. r r To SRGK- ~i c,c.,, JOB TITLE ~ ~ ~ T T JOB NO. SUBJECT T~ ~ ~A~ ~ ~ \t ~G H~ OF~ em ~_ ~ ~.. ~ u . ,~_ G-u.1 µ I SSOL~ Z I$V 0 !~ ~' ~` ¢P~'1~. ~o~irt~ltr~ Sc.A15 II~ X~ x ~~ ,~~~ ,,~ ~// ~ s .r~' ~a DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~ ~ 14~"T -, CALCULATED BY ~-G ~" DAT ~ ~/~ JOB NO. CHECKED BY DATE SUBJECT _ ~ ~ ~~itu~ Lj.~ "T'(~ 5~-y~ SKETCH NO. SCALE _ _ _ ~ ~- FL.OODPLAIN DEVELOPMENT INFORMATION ~ ._~ ,r Type of Developments <sti~ /2~ ~ t..rv Flood Zone : __~1,~~,~~=- --__,_-- Required Lowest Floor Elevationa_______________ If building is located within • flood hazard zone, a survey must be iaade AFTER THE SLAB NAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection Mill be wade and no certificate of occupancy will be issued until the survey is on ~~ile Mith the Building Department. CO!!ltEHTS Applicant AeknoMledgewents Z understand that the issuance of thin permit is eontin~psnt upon thin above infortaetion being correct and that the plans and supporting dat• have been or shall be provided as required. I aArerr to comply with all applicable provision~e of Ordinance No. 2S-7-it and all ether laws or ordinances affecting the proposed development. ~~' _ ~~ ate_1L____~ -___-Applicant s SignatureG=~="` ,~,;~- 1_`.~~ _- ..-........«..-..-~--..-....~...~.---....~.~-_......_-~~-.._-..~r...~_«.___~ Department Use Required LOM!!t Floor Elevation ,,,_ _____________ __ ws Built Lowest Floor Elevation _________________ Survey Filed Mith Building Department ___ _____ BuildingVDepartment Representative page 3 - TREE REMOVAL APPLICATIONi SECTION A - APPLICA'T'IONS MUST B1~ RECEIVED BY NOON OP' '1'HE WEDNESDts~' E3E1~ ORE THE MEETING ! .i ~~ ~ I L.- ~(.~ ~ ~ ~- U~ Lj~ 'C>1~, L~c9-_._ -+~`l "r` ~~.,-17' ~r.~ (~+~C- Property Uwner's Name Address Te/~lephone hocation of Tree Removal/Site Alteration SECTION B - (To be completed by applicants whose property is zoned residential, includes an existing dwelling, and which is not presently owner-occupied] 1. What changes are pr/opors)ed to the above specified site? ~(/J'tf ~/ (~-t:.~• ..Ti^e- d~- /i/ Lam.'"`.~ ~-~c~-,---.._s.... .T 2. What is the purpose/J of these proposed changes? ~~-- v ~. ~. 3. Specify trees proposed for,removal as follows: aLCC l.VUlll ~ DjJC(:1C~ a3.7GC\LlDn x nva/ l.VlltilLlVil li / ~ ~ ~~ 4. Will ~ these trees be relocated on the same property? ~//Jyy/+~.~1/`~ 5. If not, will replacement trees be planted?- ~~~" b. Specify proposed replacement trees as follows: i { (--1Lee ~VUllt Jpec:xrti ~sc,C~uon x n~a/ r Attach site plan. (Note: All trees proposed for removal must be marked on site by red tape or flagging). SECTION B - (All other Applicants) 1. Property Zoning: 2. Submit tree following: ' S/ITE PLAN/TREE SURVEY indicating: ~); Site topography, existing and proposed grades ~b)~i Existing and proposed structures -c`).I Location of all trees w/DBH of six inches or Wore ~). Tree species and sizes ~j Trees to ne removed should be clearly marked ~'~~. Trees to be relocated should be clearly marked !g~) Location of any proposed replacement trees -fib Identify trees of special or unique characteristic z~- idenify trees within 10 feet of construction areas ' -~-~) Show location and type of tree protective barriers ,-~). Location of utilities, accesses and easements <-~~- Location of vehicle travel corridors ~~~ Location of commercial sprinkler/irrigation systems ;, ~~- Landscape maintenance plan (commercial only) ~~o) Staging areas for equipment and material storage 3. All trees identified for removal must be marked on site by red flagging or tape. SECTION C I agree to comply with the rules and practices established in Chapte ~ 2~, Article I,I f the Code of Ordinances o Atla tic Beach. ~- Owners Signature ~DateT CITY_ USE ONLY Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. _ Tree Conservation Board Designee Date NOTE: "Tree Protection far Builders and Developers" is available at City Hall or from the Division of Forestry, 8719 West Beaver Street, Jacksonville, FL 32220. (781-1434) /~n~i J CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 3 BATHROOM GROUP CONSISTING OF WATER CLOSET, LAVATORY & BATH TUB OR SHOWER STALL (6) ~~ WATER CLOSET, TANK OPERATED (4) BATHTUB/SHOWER (2) SHOWER GROUP PER HEAD (3) SHOWER STALL DOMESTIC (2) LAVATORY (1) WASHING MACHINE (3) SERVICE SINK TRAP STAND (8) WATER CLOSET VALVE OPERATED (8) URINAL WALL LIP (4) FLOOR DRAIN (1) LAUNDRY TRAY (2) COMBINATION SINK AND TRAY (3) POT, SCULLERY SINK (4) ( DISHWASHER (2) ~--- KITCHEN SINK (2) KITCHEN SINK WITH WASTE GRINDER (3) BIDET (3) FLUSHING RIM SINK (8) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2} LAVATORY, BARBER/BEAUTY SHOP (2) SURGEONS SINK (3) 3ACUZZI (2) WASH SINK EACH SET OF FAUCETS (2) DENTAL LAVATORY (1) DENTAL UNIT OR CUSPIDOR (1) URINAL STALL, WASHOUT (4) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) DRINKING FOUNTAIN (1/2) ~`' ICE MAKER (1i2) ~ LAVATORY, SURGEONS (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS @ $20.00 EACH $ ~(~~•~~ 30B INFORMATION ~~~ ~ ~"LIC(/~ ~~"~~ t_ ~'il 'I,, , { ~'; i~ I, l i, _r. ' II ~. ., i. ..... S ~ ,r ~ ', I l .V - ~ , .. I I ,t ~, f ~.~ 1 I ,.. , r ~. _~ <. _ . Tl i. T~ .' i~~ i'~i ., , i S A I I .. C,i ~. L i ,~ ~ .., I i...~......, t !„.. i_ .iii i _ ~ ..t I~ ~._ r _ I1; ~,,,~ ~ .. .m !. ~~ ~ .. T i, I .1.. t I i...r ,. ~ .., . i~ .Lis i_'~< i_i I~._i ~ i Itt~:i~: , .. ,' ri I~ _~ ..i.~ ~ ~._ .. .,.; ~.: ~ ; ~. . ~ . ~ ~. ,'t' ~, t_ i.. I~i t t t l c-.:, l C,l. r.l. ,~ I l :a t ~. 'st ,: t i .i,.iii ~,i..l.i i ~.....:it ~. _"III i ~.. ~. ~ _ .. i ~:,~ , I ~. , , ., ,. .. _ _, ... i ;_.. t ~ .. _ i. .~ i_i i., ._. I i .. _~ u.'~.,i~, t_ I ~ ~t+7~ ~~ i .. ~ .__ _. . I I ,... _ t .... i t l _ ~ u _ r;. ._ i , .. _~ ,., _ 7 _ _. _. : _ 1, ~ a I .. ... ~ ~ ~ i _ i ~{ ~.. _ III'.. I i I.,, -~ i i ~ t , ,..i J ~ / f ! I i ~ .. 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L a. .A w f e. ,. _' i I ~.,,. 1 1 .~ i i ... i ... i i r~ r`. ~ t., `. i i ,. .. ~_ l 1 _ .. i ~ ~ i _ - .. 1 ... _ .. - .,..,. .- , . ~ it ~. i i~ i,. ~ ~ ... ... .i. ~...~ ,. r~1 e:.,. t _ .. i .~,.. ~ ,., , ,,,~-~ ~ ._~ ~ ~ m ~ ~ _ i ~~ ~ ~ ~... _ _. r~~~,: , ~~; ~ ~. ;.. ~. _.. r _ , ,.. .. _ . -. _.. .. ,~~ ;_ ,~,.,~~. ~~. ~_ ~._~~,:. ~ ~ .~~ ~ ~,.. . i...~~r ~ ~.. :~'... ~. ~. ~~ ~_r~, of ~ j ~ Address ~ - Job ~~2 b r s ~ ELECTR-~~ ^ pwne ETE Name CpNCR n Wiring C Aou9 Pole ~ t] gV11.DtNG d Footin8 Temp Q Pinat e Rooting ~ Sin ei pY p0'Ft --dSPE~-t ~ R EA insulation Wed. Tues~ Mon' /. -,alnn Made ,_ ~~~~~- ~ r ~`c~ ~ ~onttactor < ~' - ~--- ~L~c~ {~'~~~ ~,~ner's ~_~~ ., ~~[~ ~ Wir'~n9 yams..-=-=~ rtSClc,~.. = Rou9 ,~ /`~7 TemP ~0' gU{4~~+1P{~, rooting Flea, ~1at; F{ {tdS~~~`~{~ r9t*~in9 ~i;11g1 (~ti` {"a I t'e ~,7of'ng ~~~ lns~lation N;ed~ pion ~'~?-~. ~ ~ S ~ " -- ~.. Conniractor ~- doh A dCess 1. EI- ner's ~ ~~'[~ ~ou9n ~J1rin9 _ Nanie = ~ CCNC ,. Te J IhG ~ooCm9 F a, CTIC gt}U.~ - S}a~ - Y FCR leygp~. R ~aoiin9 Unte1 R~A~ w mod. lnsula;ion `~ '(U ~ /~ ~` Pf on 1 ._a~ ~ ~ L- nece vea ~ _ r. v . ~~ ~ t -- Jcb A "~es s ---~ Ovrner's A1ame ____ _~._-- _ _.~_._, Contractor _ BUILCiIVG CONCRtT';= ELECTRICAL Framing - Footing - Rough ~1~;ring Re Roofing Slab = Temp ?ole Insulation ~_ Lintel -_ Final RE:,CY rCP I?~iSPECTiC PAOn. Tues. Wed. ~... ~ t C~ltr ~GtOt ~ ~oG pdd{es` ~ ~4~~~¢IG~1' ~d ' ; %x h ,Nirin9 oug 'CE ~ pete >- ~t R s Owner e Bm qIN~ U1V _ ~~~~ , emP F'~na Footing ~ ~aR ~NS~:'x'~14 Slag s Fra~m9. ~ ooting ~~ ti~ntet A~~ `Nero. Re R 1nsU~at~on uefi~ _ r ~ Q~! ~ a~ Rn . ~., riF ~ I~ ~~ ~^ O p~ < O o N V C ~6 C `..ja_- m ~m ~~ N6 ~ h ~ ~ G~ C7~~ 9~ ~ ~.G ~ 3a °c it ~ ~3 a O o ~_ ?~ ~ ~ N ~ r ~~~~1 V ~ ~ E~tR`CAL J0p et s f1C~E'(~ - Temp pole ~~ Din ~' GQ a1 Na°'e h~` Fo°~ ° `_ ~~n ~ INSpEGT~ g1a t~- D F~a°i~n9, ~~ ti"~lel ~,~P fed e f~n9 1 po° R s~la"on Sues Q /~ I M°n. .~ j7 Made lnspe°i'O~ yo ~~ 'a c=yo N ~G d~ ~' L 9 ~ rd N :.ono y o~1 > ~ ~ 6 q4 d rn N ~n C1i1.~ ( Q~ CP ~ CJ m ~'~~ ~" N f a ~r~ t ,tidy t !4 W ~ ~, fi va r ~~o~r .~ ~ ~, ~~~ a ~ ~~ 1 _ 2 ~ ~ ~ ~ U''.~~~ O aPa°" U~~ ~L ~F `f ~~~ S ~ ~ o~~e~~sul u od ad y¢1~ ~ 6u11~ paM a~u~~ hQd~b u~ , .~~n6 `' ~ 1 dp~j ~ qo4 a uM ~~dsN , i ~*~- ~Np~ s ,a 1 a~ y~~ a~odu6oo~ ~ ~ 6u~a\ '~~ d qoC `'S~` .pP ` r' l~ dJ ~ ~ ^aL ~ ', _ „110 ______ e- ~ ^ Job Owner's -- ~ ~~ ~~ ;--=_ Name __ ~~~_,,,/// BUPLDtNG _ -'------ COPJCRETE Contractor Framing Footing - - ELECTRPCAL RP Roofing - Slab Rough Wiring Insulatior, _ ~- Lintel Tempi pole - Finai - RE ADY FpR PtVSPECI Aston. Tues. Wed. tr~speciion tviade r- ~,[' `~-' r ~ `-~ i~" ' ~- ,~~/ ~~ ~ F~ e(S~/ ~ 4~P fed. ,~o / 5~3 a~ f+ V ~~~~E ~C1Ca Ln~~ { ~ ~k c l ~~~~-~ ~~ ~ ~~ s ~ ~ ~ \^5~~ ~T X a~~ ~'~~ r. N,2~E eG~\o,. ~r,SP c , i _„e°' 1 ~e~etveu yob AddYess contractor - EL~~RICAL _ pWner's CRE"fE Gough Wiring Cf me - CflN ~" Semp pole Na ~ Flnai 1 gVItDIN~` G Siab C CT Re Roofing G ~intei V FQR IN~ f READ Insulation ~J 'foes' Q Mon ~""~ __ x Joo p ' ss „ ~antractor --, LEA w R1CAL ;; Owner's ((C(~,,~_~„jjjj ~ Name ;~:~~~ `~ ' Rough Wtring ~_~ Pole S~lL1]!N~ ~ Foaling ~ TemP C Slab Final IOl Framing. ~ FOR lKSP~~ Re Raafrn9 1_intef ~~A~Y Insulation _,4 Wed, Tues.' DAon v _..,;~r, t~9ade __~" CITY HALL ATL BCH TEL fda.2471224 May 20 92 7 ~ 29 Na .001 'P .O1 'y . 1 ~ ' ~~ ~„~ ~ ~~ACM FLC~aiI~A ~ ~ CITY C7F AT~-N~'IC , ,. ~ . ,, ~ ~.o~ov. -r APPLICATIIDh1. FOR lLECTIIICAI. pRRMiT ' ~ , ~.~ ~ TO THE CHILD ELECTRICAL INSPECTOR: bATEc.,.~ ~ ~ 1! IMPOpTANT NOTIC£i pu ~ ~~; ,~g I. ~ ~ 7 9 `l s tN CbN51DERATIQN OF PERMIT GIVEN FQR fi>OINA ~TIIE WORK A6 pESGRiB>:b IN TNt: fOLIOWINO, WE HEREBY AGRE£ TO PERFORM SAID WORK IN ACCORhANCE WITH Tlifi ATTACII£0 PLANS ANb SPECIE CATIONS WHICH ARE A PART HEREOF, AND iN ACCORDANCE WIT11 YF1fE ER£GTRIl±AI REGULATIONS, GODftB AN~ CITY b~ A'fLANT1~BEACHORUiNANCES. 4 NAME 1 ~,~! `~~Ga~ ~~~~~ ADDRESS: l Z Zt ~ /'~'~i C i~4 ~A~IX'_ RFb___„__,80X 8L[iG. Siif ~ ~ U s ~ (: SETWEENs O'1`'~ -gym j~lel~? 1~" r RE=. ( APT. ( 1 CXM+UM.1 1 PUpLIL2 ( 1 INDUS. ( 1 NEMY i 1 OLD ( 1 REW ( 1 AOD1TfON 1 ! TRAILER ( 1 'TEMP. ( 1 SIONB 1 1 ~ ..~-~ y S(~. FT. iEAVICE: NEW ( 1 tNCR£ASfa ( I fiLF'AIR 1 - ~ ~ FEE w.ufw. u~•r~w r.~~ 7lh ~'~.~ ~uww ~nr~ n.~ub~es ~ ~ ~~.u^ / t Y ~~f'l ~~~ •~0 1 P 2 3 ~~ .5 r a m tXtfT. E,ERV. q2E ~ ~ AMi'S ~ W VO T RACE AY PEEDE1t1< NO. 812! ~ NO. 812E NO. 81xE ' UGHTINO OVTLETIi CONCEALEp ~ ~ OPEN TOTAL IIECEPTACLE3 CONCEALGp OPEN TOTAL. ~~ o •ao ~Mr~, ~ s~•1o ~Mra. ~ lWITCHR• ~ ~ INCANDEtCEN1' ~ . ~Lt1011l.8CENT i M. Y. ., ~ . """~' IUcRiD G '^'_""" _ ~ Arr~MNCSS ~ ~ ~ BEfi.L TRAN8 F.~ AIR H.P. RATING, CONtsIT1QNiNd OOMP. MOTOR H.P,~RATINb OTHER MOTOgB AMP8 EIL Hf`AT: i KWNEAT MOTORS Ht. YOlTAt1E PNS NO. 1 fit,P. VOLTAt3E PH8 l ~ 1 ILAN RA FORM@R I ~ t ~ UNDER 600 V NO ? KVA ~ OVE ~ NO N V , M0. NEON TRANBF. EACH 610N NO. ~ VA. , MA. MOTOq >ZI~f3 KVA SWITCH ~ FLASHE t • i i .. ~ i .. I FOHWARpED TOTAL FEES C~ ~" ,, ~ ,~ ~ ~ ~ ~ ~ ~. - . ~~ __ BUILDING AND ZONING INSPECTION DIYiSlON CITY Of ATLANTIC BEACH ({ ~ ~ ATLANTIC ptACH, FLORIDA aalesa 7S to APPLICATION FOR MECHANICAL PERMIT CALL.IN NUMBER IMPORTANT - Applicant #o complete all items in sections I, II, 111, and IV. LOCATION Stree} Address: . // - WILDING Interacting Streets: between And Sub-division il. IDENTIFICATION - To be completed by all applicants , In considsretion of permit given for doing the work es described in the above statement ws hereby agree to perform said work in sccordence with the ettec}Led glens end specifications which are s pert hereof and in accordsnce with the City of Jacksonville ordinances end standards of good practice listed theroin. Natea of AAechanical Caetraetor (-rin}) © Conheetort Metter /~ ~if"`~ N•tM ~ M}•rty Owner Si~ttahsre of Owner w AuMwiad A Signature of Architaet or Engineer 111. GEN A. yp of hNtinq _ B. _ IE OTNER CON3TIWCTION rEIN6 AONi ON ~attric TNIf WILDINtiORBITEI ~/'~ - ^ ~+ - ^ L!• ^ Nalunl ^ Gntral UtRity ~ Q O~ 1R VEti, 61VE Ntip~sER O~CONiTRUCTION PERMIT ~~ ~] Other -- s>»~W w. ~ww~t ~Ouatt~vt ro to INfTALLiD aE of woRK (hwire toe-yleM lief of cempoeiettb oe beck of Mie lens) Neal ^ Spaq ^ Reewed ~ Geteel O taoe- Q1~Rssidentisi or ^ Commercial ~ New 8uiiding . Air Gndttiatitt~: Q Roost ~ Gn l/ lr' p,~ ~~; w{ahr;a -.~:. , lUiekneel~~.c7~.._ Maaimtsm eapaeity -~t~ ~ e,f,1A• ^\\ Existing Building O Replacement of existing system ~ Nsw installation (No system prwiously Installed) ~ ~ 0 Re~riyeafioe ^ Extension or add-on to exlafing aystsm Gelinq town: Gpacity 0,~•tn, ^ Other - 8pscity Q Fare ePrinkhors: Nernber of beef . Q Elwater ^ Manlik ^ Eeuletor1_{eateberj Q CefO~tM ~y~K (nYlnberl TMK ~~ ~ OBE 1~ Ot~KY (~e~e~~ Q T~ (number( Remet#e . Q LK osnt•iM~ (MmbN) - - Q Unfired pnaeeun veMat ^ ieS.re hnnH Appeved by ILa. O Otkar - Sp.eiiy hrrnit a.. LiBT ALL EQUIPMENT AIR OONDIT[ONiNG AND REFRIGERATIOrI t?Qt3R1iBN1' Illtmbes Valta Yodel Nwntt+er RfamMaatttlrar (~leaaj ~~-~ Zp K. n~ ~-,.- z 1QATIIYG -FURNACES, BOILERS, FIREPLACES llttmDer Vntb Deaerlptksa MoOM I~nD ~y~.~r er ~ ~t8'iV) A~ ~ e f TANtt;S Iiew Yang No~fle><i t~apa~dgr Grp ~ a~ Dlleaandome Ct~ItalneQ 1tt xaaM o[ Serial A,p~p/r~ 1u11otateRaase No. A ~t~CC~~~ 1f" lO ~- ~~ f~>f , ~~'`'~ ,~ J~ :, ARCBITECT/ENGINEERS CERTIFICATION COASTAL CONSTROCTION CODE FOR ALL MAJOR STRUCTURES TO BE LOCATED HITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT' S NAME~~ r 1 N 1 PHONE NO.~~ DATE l~-lU ~`13 OWNER NAME: ~• ~~ ~~ R.E. TAX NO. TYPE OP PROJECT: (~ New Home ( )Residential Addition ( )Garage ( ?Pool ( )New Commercial ( )Commercial Addition ( )other 911 STREET ADRESS: ( ) We~claim the structure to be exempt as follows: ( ) Garage with no provision for occupancy - detached one and two family only ( ) Pier, Dock, etc. ( ) Other (Specify) I also certif h t no structure listed above may be remodeled or converted t e mpt use without being upgraded to fully comply nce. Signed • Date : r,,,L.1 --~ Q ~ ~~ ~_ CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic-Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction Code, but meet all tha other requirements of the City of Atlantic Beach Building Code. (~() The structure including foundation, frame, roof decking, exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with.,the 19R'~, Chapter 12, Standard Building Code. {,Windows, doors and all other exterior devices comply with the 110 mph wind load. --------------------_-___......------------------•---------r--------- (~() The structure is located outside the area affected by wave forces, OR ( ) Tha •truoture is capable of withstanding wave farces resulting from a save orast height of feet above MSL including uplift forces. ' ( ) The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosioxi. OR ( ) The structure is locatted in FTA Zone X and the foundation wi 1 1 not be exposed to hydrodynamic, hydrostatic loads or water scour, OR ( ) Foundation design has been completed with floor elevation above the specified stlllwater elevation, and to resist wave, hydzodynamic, hydrostatic and wind loads acting simultaneously with dead loads. Erosion computations for the foundation design have taken into account the projected 30-year erosion losses from, a 100 year storm event and all vertical and lateral erosion including scour caused by the structural components. (X) No excavation of dunes is included in this praject~, oRrr__ ( ) Dune excavation permit is attached. i Certified this~,~day of+ DE~~c- ~ ,l19.~. _r(SEAL)~+ _ ~~ rloric~a Architect`s License No. Professional Engineer's License No, ~(~ // J~<//// G~ ~/ ~~ #~~¢