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Permits Folder 1160 Beach AveDEPART1v1ENT OF BUILDING 3 9 4 4 CITY OF ATLANTIC BEACH, FLORIDA PERMiT NO. ` PERMIT TO BUILD THIS PERMIT MUST 8E POSTED ON JOB Date ~2~~~-~ lg 7~ ~ ' ~ ~ ~ ~ ®~ Fee ~ Valuation ~ - ~ Thin permit not valid until above tee bas been paid to City Treasurer, and is subject to rovoGllOn for violation of applicabb provisions of Lw. v Or dari G eT2e 3 . This is to certify that has permission to buil~a eTiClase carport with new offstreet have z rnt~7 ciPd $s"1r1~31~~ 'd~~~---~= --F-~~Tw i - - Classification r e ' 1 dent ~. ~ 1 ~ < r r+ne ~ `* `~ * !~;~~' ~ ~ 7 Gene Nordan .. :~' ' ~` i "/~'~1T Owned by ~t 10 Block ~~ SjD ~$ House No According to approved plans which are part of this permit NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ~,t AFTER DATE OF ISSUE 70 •~. ~ - O Building material, rubbish and debris ~ from this work mnst not be placed in public space, and must be cleared np and hariled away by either c~tractor or owner. X111 I`'~. DaVj.6u Bulldin~ Of6e41. FOR OFFICE U8E ONLY PERMt7 NUMBER DATE CONTRACTOR PLUMBING ELECTRICAL SEWER WATER ~. P ~ DEPARTMENT OF 9UtLD1NG CITY OF ATLANTIC BEACH, FLORIDA PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 3Elaie 23 19 B6 Valuation $ ~ $ ~'D' DD 7$~~ PERMIT NO. 1 ~ ~ ~-y,ry~~y~q~ttV/.p}.~ ~~~~ t ~ K/23~~!~ 7~~~ ,t~l~C~~G ~I?7~ 1 ~ ~/23ISE ~'?C1i31 This permit not valid until above fee hu been paid to City Treuuter, and is subject to revocation for violation of applicable provisions of law. This is to certify that ~~~~ ~©~~~ has permission to build ~~~~ Classification YLSidBAlVitil Zone Owned by ~~ ~~~'~ Lot Block SID 1160 Beach Ave. - House No. According to approved plans which are part of this permit 2 ~--~ 4--- Z NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE O Building material, rubbish and debris ~ from this work must not be placed in public space, and must be cleared up and hauled away by either con- trac r or owner.. Building Official. FOR OFFICE USE ONLY PERMIT NUMBER tlATE CONTRACTOR PLUMBING ELECTRICAL - SEWER WATER ~ '.TIM; s ~mzrmrarear+ .. _ ... .. ~' / ~ ~{ ~ ,,(_ ~ ~~~ T' < ~.~11 li_ ..~~.~i~~ ~' .~.~ ~. ~s. 1..A" ~~1~(~}~. KJ i l~~a. ] )S ~ ~ ~~ E ~ T' r ~ ~ _ _ .. ~ _ :._~. __ _~ ..._. .... . . .,_ .- n .. 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City: State: Zip: Install _ _. . . • , ~Cevel `.-•~e [3 ~igNlTQp _ ; ,. , s ter ^ Contour'.. r _ _ . . , _.i _ .. ~ ~. _. _ -:r :: _ .:. __.'''~` ^ Stepped j .~ , ,. * (Approx. ~°s) Jackhammer •' , - , . # holes Core Drill .a-...__~~_~_.,.,,..,.w....,:~.. __ ,~ .. .. ...,..., .:_~,-~.f., #holes f ~+af~.~=.,x.=~:~ i Air Drill i _t... ~ . ~ # holes } e e d' r y .,. ~ Sets: r a ~ pSiandard ~ ~ ^ Plated s I ~ ^ Special ~ Lines w .._.,...w.... ~.,,_. ... D Terms W _ _.. _ _ , D _ _ _. . . Gates W D Special Tools ^Tonch ^ Welder ^ Ladder ^ Hammer Drill Special Instructions: _ _- _ - __ _ _..~ Other _ _ FRAMEWORK ^ Gaiv ____ _ ^ Color CHAfN L11MC F7=?tC~ ^ KJK ^ K/T ^T1K ^T/T ~CIITS $ FABRIC ^ Gaw ^ color Line Posts Rails Terminals Barb Wire Color ^ 9GATension Wire Footage Ht. Gauge Mesh Size Space Gauge Size Gauge T/M/B Size Gauge ^ Galy ^ Alum 'Type ^ 7GA Tension Wire ^ ^ ^ ^ 3 Strands Pattern ^ Box BracelTrus5 ^ 6 Strands ^ ^ ^ ^ 3 Strands CaATE3 ^ 6 Strands TYPE (ctrc/e ona) TYPE (circle one) bI~NA~IE ~:~ L .(c'h'd~- >.,. SNG DBL SLIDE ! SNG DBL SLIDE CANT O!H CANT O!H Line Posts Pickets Rail # Quantity j Quantit y Footage Slyte Ht. Size Space Gauge Size Space Size Gau a of Raits Color Posts ___ x_, ~ Posts x,_ Wt. X Ht. x Wt. X Ht. x Hinges ~ Hinges Latch Latch __ Frame Size ga , Frame Size ga _ - ,, ._ .. WOOB fE1'1~E , Iliasc NF! Cua Good Type Line Posts Pickets Rails Setln Trim Trees Footage Style Ht. S W d t C ide oo Size Space Size # of Size oncre e Clear Line .._...., i .. , ^ ,__. -, .. ~ - „._:. ,. . ~ ,, _. _., : es No C],Y - ^ Remove Fence ._ Haul Fence ,. ~f ^ Yes ^ No Trench of: t Y ' - _ . . . . . RA.. If..., . [~iJa~ (,,1~7 a. A C ! 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I M.~,..~.. #holes ~ a ~ ~ ' ii ,~ ~'~°~~=•#..~-`~~-~ i Air Drill t-f . ~ ~ # holes o , { , Sets: ~ j ^ Plated ^ Special i r Lines W i ~ _ _._....~ _ - .. . ....- .............._......_.....~__...~..~ _-. .,._..,..,M..,-.~ D Tarrns W _ D : ,_ _ _ ' _ Gates W D Special Tools ^Torch ^ Welder ^ Ladder p Hammer Drill Special Instructions: _ -~ _ Other ._ _ _ FRAMEWORK ^ Gam ^ Color _ CPt>Kil~ LIf1K 1'EIiCE ^ WK ^ KR ^TIK ^T!T 9t,Kt'S OI}~Elfl~ ^ Galy FABRIC ^ Cobr Line Posts Raits Terminals Barb Wire t~iOlOr ^ 9GA Tension Wire Footage Ht. Gauge Mesh Size Space Gauge Size Gauge T/M/8 Size Gauge ^ Galy ^ Alum Type , ^ 7GA Tension Wire ^ 3 Strands Pattern ~ ^ BOX BraCe/TRISS ^ 6 Strands 11 ~~ , . 3 St d t 3t[T~5 ran ^ s ^ 6 Strands TYPE (c/rc/e one) BL LIDE SN ~ TYPE (ctrcla one/ LIDE SN DBL _ C1!~~A ~." ortr) . _ .. _. OlH CANT O H i CAN Line Posts Pickets Rail # Quantity ~ Quantity Footage Style Ht. Size Space Gauge Size Space Size Gau a of Rails Color Posts x Posts x Wt. X Ht. x Wt. X H[. x Hinges (Hinges Latch Latch Frame Size ga _ Frame Size ga __ WOO~i ~~~ illSC NFI G'uet Good Type Line Posts Pickets Rails Set in Trim Trees Footage Style Ht. Side Wood Size Space Size # of Size Concrete Clear Line r, r ,."., ~ _, . ` y ^,Ves ^ No Remove Fence ' y„ r. ., / _.. ._ , , ,. ,. ` i Haui Fence M f ~'~:,. ^ Yes ^ No Trench of: e 1 i~; i• , ,:/` . . .. i f , r r , ,~. Branch ' ' 1 Proposal 70: ,_„ ~ - ~ i, ~ /~ ~~ LLC Job Name: 1b~ ~~ i~a ~~ 7 ~-~ ~ 3~~.33 Job Address: Gity: ate: Zip: Near: N/S of: Billing Address: ~ iY~~ ~ City: State: Zip: ~.~' ~ Install ,_ . f ~ I , , i ._ ~ .; ~ i ~ 4 ...:,~ _ _ n gHt L7 Stria `T4P v. .~„k„ __ s j A o { _ 6 S - ~ ~' ~- ' ~ ~ _ ~LL ~ ~i, i ^ Stepped 1 ~ { . , ;_ ~ • . . ' ci ~ ,f . - . SAP ., < , . +~.... ~ ckhammer Ja .,. ;_ 1 ._ ~ f 1 ~ ,` , . ;! ' r ;.r, .' -,: holes f ' ' r ~ i Core Dr111 _ - . ~.. i.y.. .;,-, ~ ' ~ i t t 1. , .. * r , _ ~ _ t { h ~ Af oDrll r 1 9 -#-~~ a-, i ~ ~ r t _. ,-#" ~ holes . ~ •!~ = 1 ,.: i ^ i ~ _ _. , ^ ~ ial 3 un w _ _ .._.,.~_ _.,__ ..,~... D Terms W _ _ .. ._.. __. _. D ' ' _ _, ' Gates W _. _, _ _ ._ • , D s I. ' Special Tools i ^Tonch _ ! ;_ .. , ^ Welder _ ^ Ladder Special Instructions: ^ hammer Drili Other __ __ FRAMEWORK p c for ~ ~ ~~ ~ GHA{N LiNK°RENCH' ' ~' ~ ^ 1QK ^ KlT ^TiK ^TIT S>eATS ~ OT1iER&- FABRlC ^ yaw ^ color Line Posts Rails Terminals Barb Wire Color ^ 9GATension Wire Footage Ht. Gauge Mesh Size Space Gauge Size Gauge T/M/B Size Gauge ^Galy ^Alum Type ^ 7GATensionWire ^ 3 Strands ^ 6 Strands Pattern ^ BOX Brace/Truss . , ., ,_ ,. G S d A (~ tran s ^ 3 ^ 6 Strands TYPE (drele one) SNG DBL SLIDE TYPE (circle oos) SNG DBL SLIDE _ 'b A~iIIE ~ ' CE 't`cMetrorrsJ ,. CANT O/H CANT O!H Footage Style Ht. Line Posts Size Space Gauge Pickets Size Space Rail Slze Gau e # of Rails Color Quantity posts x Quantity Posts x Wt. X Ht. x Hinges Wt. X Ht. x Hinges Latch Frame Size ga ^ Latch Frame Size ga . ~. ~, . _.. ~ r ~. 'ViIOQD FE CEO - e>tisc NF- bunt. Good Type Line Posts Pickets Rails Set In Trim Trees Footage Style Ht. Side Wood Size Space Size # of Size Concrete Clear Line _...~ ;`' ' + ,,.. 1 r,"", : ,, _ __, _ , , 1 ^.Yes ^ No Remove Fence ~' .. c _._;_.. , Haul Fence '~ •"x., j ^ta; r`. •,` ^ Yes ^ No Trench CONTRACT Phone Number Date.. _ , ~ % ,: .- Job # Phone -Job Site Sales,Rep .. i f if ~ A Contact Name Fax Number ,i :-~ of: Y 1 _.. __.._.. _..-.._.....,.,~......~a ..~ , ~~_ x..., t ~~..1~i'`~'I'. ~~ .i~:i .~: f~,. t0l~f ~ ('`+dr ~ ~~~T i3Li~K. ~'yI'''~~ ~ rid; tS~ _ (~~_ ~ ,;*! t:-,> j: r , ,~. ,Zr.__. .. .~ , ..... .. .._. ,. ~ r; _~_ a f!. (' _ ~. L~11 .~ ~~ ~:~ ,~ ~, ~r I`V .r c,; ;r J 1 - _ _ . ,. - .^ ~ -, ! ^ ~ c ~ ~. ~C~ to i' {{ J ^ ~ ~~ v i ~. C I ,' ' ~ ~, --~ n ~ . ~ J ~ ~,, P ,r, ~ ,~a;, ~ ' ' ~ / / ~ .c. ~ ~. LF ' z~~ ~E~- , ,.; ~ ~ ~ , ?t-a t e~a; _ ~ ~.... -- t. _._..___ _ _ ... J _ q..r ny ..~; ~. { n ~' ~~ ~~ R. .c ,. '; ,.~ i .y ~~ .`~ ~ i • J ~~ ,' V ~ -_, V ~ '. V\ V ~1 J ~r ~~ J C~`, ~/ , /9d~ ~.~ ~ y The Magazine of the Urban South Touch Of Europe For Guests You could call it a foreign import dressed up by American ingenuity. That is what developed when Jane Carney, Madalyne Eplan and Paula Gris formed Bed & Breakfast Atlanta in late 1979. Although they had no relevant experience beyond that of tourist, "We were all familiar with B and B's from our travel abroad," Carney explains, "and decided the con- cept would work here just as well." They were right. Since the three started their partnership, Bed & Breakfast At- lanta has grown like kudzu on a vacant lot, and similar organizations are sprout- ing irr other cities throughout the coun- try. Often with the help and advice of these enterprising women. Why such success in a city whose lodg- ing accommodations are legion? "We certainly aren't a threat to the hotels," agrees Eplan. "We aren't even cheaper, in most cases. We don't accept credit cards, and people have to ,fil1_SfttC a_ques- tionnaire and send a deposit. It's a cer- tain amount of trouble, actually." What they offer in exchange for this "trouble" is, primarily, an insider's view r_-,,__.-____.~.~.__ .__.., ._ ~ + t R r 1. ~ ~ ~ 1 ~ i... l i ~ k : _~" ~~ r ``' ~~'~-1~.~. 1' I ~ ~~ i' ~~ ~ r~ d ~ i ~ ~~ ., ~ ~ ..ti's ,~~~ ~'~ ~' 4 '~~"j •J ". s, r 1 F ~ ,1 r•` ~ w ' ~~~: i l i ~ ,, -~ w- , ~ ~ff~a~•~ ~ ~, :~ .r ~ ~ ~ I of Atlanta. Amini-profile of the averagat customer reveals awell-traveled individ-~ ual who enjoys meeting the people,' someone whu wants to know the real rhuracter of the city in which he or she A lot of visiting parents whose children don't have adequate space for entertain- ing choose the bed and breakfast plan as a solution to their problem. Business people are advocates, too. One couple. has already made a reservation for June, 1983, wtren their offspring will graduate from dental school. A French artist, a couple from Africa, a Dutch physician and a British professor are among the foreign guests who have stayed in Bed & Breakfast Atlanta hornes, and the com- pany even had a request from Poland be- fore martial law was imposed there. Rates are $24 and up for singles, while doubles start at $2t3. Both guest and host have the right of refusal, but so far, there have been only two - both because of an allergy to cats. Bed & Breakfast At- lanta will refund a deposit if someone feels he's been misled. Most guests, how- ever, write glowing reports on their feed- back cards, and many friendships have blossomed. Participants are "matched" whenever possible. For example, a patron from Is- rael r-eeded an Orthodox home where he could receive kosher food and walk to synagogue. Ne got it. In fact, the host made him a kosher salmon-salad sand- wich to take on his departing flight. Such special treatment is not unusual, but it isn't promised. "We leave that up to each individual host," says Eplan. "Wg _gdvise them to consider their time and cost and perhaps to charge for extra services." Several hosts put out fresh flowers when they're in season, and one even provides wine and chocolates, The return is often as great. A Cali- fornia couple sent their host a case of wine, and another host received a present for his dog. A visitor to the Highland Games at Stone Mountain entertained his hosts with a bagpipe concert. (They loved it, T'here's been no word on the neigh- bors' reactions.) The partners agree that many cus- tomers are interesting, and some, as they put it, are "real zingers." One of their few regrets is that they thearrselves don't often get to meet the guests. None of the three serves as a ttost because of space limitations. "And," laughs Carney, "I could never get my daughter's room clean enough." Typical Bed & Breakfast Atlanta hosts are similar to the folks they entertain~«+- well-traveled and gregarious Most live ih close-in neighborhoods or'~ near public transportation, since demand for these locations is greatest, but fhe company hac a frw cuhnrhan hnctc ac wrll Th., minimum requirement is a private bed- room and private bath, except for a few family-type accommodations. Air condi- tioning is a must. The partners conduct an interview in each prospective home. Once on the premises, they judge by their own personal standards -would we like to stay here? -and are repeatedly amazed by the immaculate housekeeping they find. Each host pays a small annual mem- bership fee, which is refunded at the end of the year if they haven't made any money, and a percentage of their income from lodgers. Some have been with Bed & Breakfast Atlanta since its inception. Others come and go, depending on their own circumstances. The company likes to keep 50 to 6U homes available at all times. "We take good care of our hosts," says Carney, "guarding their pri- vacy and screening each prospective guest." The average stay in a Bed & Breakfast Atlanta home is about three days, but re- quests for longer-term accommodations have increased. So have inquiries about quarters beyond metro Atlanta, and the partners foresee extending their business in the future, perhaps to the North Geor- gia mountains. All three say the experience has been valuable. "In the beginning, we thought we were original," says Gris. "Since then, we've heard of similar ventures in other cities, but, by and large, it's a new .concept." And a popular one. The partners have received numerous yueries about starting a bed and breakfast business. Partly in self-defense, they developed a how-to packet which ttrey offer for sale, al- though short telephone questions still get answered. "It's exciting to fee the.idea spreading so rapidly," says Carney, "and fun to be in on the start." Gris nods vigorously. "If we hadn't followed our impulse, we'd be terribly aggravated to see others taking our idea and making a success of it." -Linda E. Clopton Nlary I,ee, ~C;nest Acconunoclations. Only a few' years ago Savannah hacl nu guest houses at all. "f hen hospitable, friendly \lary I.ce, a native Savannahian, decided h, offer a portion of her hunu• to escntight guests. Othee house-owners soon ful- Iewcd suit, but bcranse Mary I.c•c was the first, it is unl}~ right that her charming ac•c•ummedations should Ic•ad the hst. Mary l,cr Ihureughly enjoys thc• c~pcricnce of nnuung a guest house: "I've hacl the fun and the Feeling of accumplish- rnent in n•stermt; my carriage house :nul furnishing it fur visitors, and nrnv I h:n~e the pleasure of sharing it H•rth sunte of the nicest Ix•oplc• anyone c•oulcl ever hope to elect. Guests Itacc come from ,ill over the Unilccl States :nul Canada, as well as I~;nglancl, I~'rancc•, and c•vcn Sotrth ~\mcrica ...and thc•v'vc all been ,Irtsc<I (bcrtlt t~ith tltcir ludgutgs and their location) and vowed to corer hack again h,r another visit and to send their friends as will" Mary I,er's home is afoot-story, tabby-over-brick row house. I~uilt in Iti54, rt is located in the heart of the downtown liisteric District. Shr has three c•untplete and separate apartments for overnight (ur longer) guests; one is un the ground flour ganlrn level of the main house, and two nurrr are in the restored car- riage house. I?ach aparhnent consists of a living room, bedroom, kitchen and bath. 'They arc uleally suitrcl fur couples, but families c:ut hr aceumnuulatrci. Children are must welcome; Mary Lrr is herself the nu,ther of three. One apartntrnt has a double heel, one has twin beds and a queen-size sofa hed, and the third has twin heels plus a day hed that slops one. The rooms are fur- nishrcl with a nic•r :tsx,rhnrnl of pcriocl piec•rs such as an iron heel, pine chesty and tables, oak and wicker furniture, lots ut pictures and l~:,skrts ;uul :, variety of small "collectibles." 'I here, arc also plants aocl trrsh flowers, and at the foot of each bed is ., handmade yu,lt. !Mary I,ee furn,sl,e•s fret coffee artd juice for each apartment and there a usu:dly ,, bowl of f,esh fruit on the table in rich liv- ing room. I~;ach ap.rrhnent kifcl,en has its own chshe•s, glasses, puts and pans, s,lvc•rware, paper plates and cups. Guests refer thrutigh a;t innt gate at the front of the house,; the a-cl carnage house, ,s nt the rear beyc,ncl the courtyard. Now a Walled garclcu, thc• cuurlyanl is ,deal fur enjoying nu,rning cut frr or a cocktail on a warn, spring clay. In summer months there is almost always a cooling Ineere, especially in the late aftrr- noun and evening. I'rivatr parking is nut available, but on-street parking is plen- tiful. -1trs. Wilkes' fanutus bearding f~ouse rrstauntrlt is lust clown the strut, anel dust about everything vi>;iturs want to see, or do in Savannah is within walking distance. 13e sort, while, you arc there, to ask ,Alary I.rr to tell you mutt about her in- teCesting boost. I~i,r iltstance: Wllee the original walls were gut- ted during restorahen by a previous owner, two Civil, 1Var swords were chscovrrrcl. 'I•here is an opening in the floorboards in the main house that was apparently clesigrtrd as a hiding place for valuables. And although she has never seen it, Marv I.ee says there once was an entrance under~thr carri:tgr Itonsr to an underground, hrick~pavecl tunnel that Fan under the back lane. hldry f.ec, Cur•st Ac•c•nrnrnndahnn~, 117 1•;dst Ir,rres Street, PO. Hr,t (~O% Snvurrn~rh, C:A 31401; (912) 232-r1N91. Ihrily rates ere $4Q per unit, but '~` I`"',P SHOWING A SUF"'Y OF LOT 10, BLOCK 43, ATLANTIC BEACH CORPORATION A REPEAT OF MAYPORT TERMINAL, AS RECORDED IN PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA BEACH AVENUE (40' RIGHT-OF-WAY) Tl SCALE: 1 " = 20' 50.56' (FIELD) 50.06' `'~`'~'- ,~ 50.06' I 50.06' ~~. --- _..._ • ~~, a :~ ~~ 50.06' • _._,_, X 4• WOOD F ~~,,, . ° 0 I I ENCE ~0 6' , , ~ . LOT LOT . N ~ W ~~ : zt ~o LgT i I 12 I 11 ~t `t ° ' .~. • ~.L.~ Pl NTE R • ~ . 1.3' _ W ~" I ( PLANT R . ~.. Q • . ' ' ° ~ 6.5 ,,' 30.3 o ~ 00 9.1' (f )~ , I v tri TWO STORY ° O • ~ ~ s~xs~ ~ FRAME oo w r7~ ~ • ~ ABC N RESIDENCE N t+j~ ..° ~ ~ POSTED "1160" ~~` N ~" ABC 6.7' iv ~7 ' M y r.7. _ t~ ^ PL ANT R ~ I 6.5' (} 0' J LAN OUT -~"~ / 1 0 4 / ~ ~~ 4' WOOD ,F,ENCE -_^ X • zco w 0 Q.9' 0.4' ~ ~ • ~ o°' 0.5' 90. a° 0.T ~,~. SHE 5~. (J0' I 50.00' ~~ 6' WOOD FE E `S7 •• 50.OQ' ll__..__ ti 1-- ti 50.00' 50.06'(FIELD) >C NOTES: 1~THIS IS A BOUNDARY SURVEY. 2)ANGLES AS PEA FIELD SURVEY. 3)NO BUILDING RESTRICTION LINE PER PI. n i ehlnp7u DAf1T{7Af`7C~1 CAf1A,1 D~ eT THIS SURVEY WAS IvIQIIF• ~C1R TI-IC RCNICCIT plc -s''j~ ~~~` '' BUILDING PERMIT APPLICATION ~, ~~ ~ ~° CITY OF ATLANTIC BEACH ~! 800 Seminole Road, Atlantic Beach FL 32233 yJ""f Office: (904}247-5826 • Fax: (904) 247-5845 Job Address: ~~~ 6C~CN- .4yE Fermit Number: _ Legal Description Lo"T l 0, (~I,OGIL N~ . ArtG~t .~~GN Pu~z f~BIC G Pkr..F Valuation of Work (Replacement Cost) $ ~OOTUc~O ^ Class of Work (Circle one): New Additio Alteration Repair ^ Use of existin proposed structure(s) ((C~><rc a one : Commercial esidenti ^ If an existing structure, is a fire sprinkler system installed? (Circle one): es N /A ^ Is approval of homeowner's association or other private entity required? (Circle one): Yes ~ Describe in detail the type of work to be performed: ~ d tz,7~ ~ ~t,{I,~e,{L AEGK1D~t~nK~A?l l (3(IZEk Property Owner Information Name: ~"FUE M.w1.l.C-~ Address:1~d t~AG1r} A-VE City ~Tt.A~R?-e. f~[, k) State Zip ~~~_Phone qoy ~ U6 ~- ~~ 8' ~ Contractor Information: 0~ 3~Iq' a~6~ Sav~'~c-M~tc~w S72kcZka+rt Name of Company:~~~ u• A~v~~ cous~.~~,w~S Z~C, Qualifying Agent: ~• Pt~uLZJ Address: U(,a S'f~2~YWl~t ST City ,~lyt~cZZcr bbe~GVa- State ~ Zip 3aa~3 Office Phone ~ off- $S S - f aS t{ Job Site/Contact Number qoy - 31 U-SC,G~ State Certification/Registration # Office Fax # 9o~(-$SS-laS4 Architect Name & Phone # bav,F MtlS13y 9oW -7 3- 63 b3 Engineer's Name & Phone # _ (~~tr CMG-7n-~tc2.Z~~_ ~1C. _ G04 -~1~~1=,.) °l'~.S _ Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work wilt be perforated to meet the standards ofalt laws regttlatin construction in this 'urisdlction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned fora erioa~of six (6J months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks andAir Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIlVIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. l hereby cert~ that I have read and examined this appl ication and know the saute to be true and correct. Al! provisions oflaws and ordinances governing this type of workk will e complied with whether specified herein or not. The granting of a ermit does not presume to glue authority to violate or cancel the provisions o any other federal, state, or local taw regulating constructs, or the performance of~onstrttction. ~ Signature of Property Own °' Signature of Contract Sworn to and subscribed be ore me Sworn~n and subscri d before me this ~ Day of R ~e c - ~ 00 ~ this I Y Day of DQ c- ~ ~ h('~ Notary Public: __`~ ~l~ ~---tr ~~ --. __ aiweM-, air ,eG~ ELISA BAKER _ ~ Notary Public, State of Florida Commission# DD548124 My comm. expires May 3. 2010 Notary Public: ry~t a~~ ELISA BAKER _~ ~ Notary Public, State of Florida Commission# DD548124 My comm. expires May 3, 2010 DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY E~eview Result Circle ones ~- • . 1 T • _ _ _ _ _... _ 1 ..~r~,~~ BUILDING PERMIT APPLICATION ~ .~ «, ~~ s~~a r CITY OF ATLANTIC BEACH ,,:~~ ;~~;. 800 Seminole Road, Atlantic Beach FL 32233 OfFice: (904)247-5826 • Fax: (904) 247-5845 Job Address: I~ (rip (~C~rCNr- ~!E Permit Number: _ Legal Description Lo'r (0 l,OG4C L1 Q~}GF~1 P4AT (~C1dIC ~ PArG-F Valuation of Work (Replacement Cost) $ ~Op T Ck~o ^ Class of Work ((Circle one): New Additia Alteration Repair ^ Use of existinglproposed structure(s) (Circ a one : Commercial esidenha ^ If an existing structure, is a fire sprinkler system tnstalled? (Circle one): es N /A ^ Is approval of homeowner's association or other private entity required? (Circle one : Yes ~ Describe in detail the type of work to be performed: W6n~d rz.~?~ ~ ~ pf~l~~D2trn~C~'h/ l ~~ p~rlZe~ a z ,,, z tYL Property Owner Information Name: S"C(NE M.w1,1~1 Address: 11(,c~ ~PrG{r~ A-VE City ~TL~?-e, (~~~IJ State -L Zip s~~~3~ .Phone qoy~ UGC- 3qG 8' ~ Contractor Information: ~( 3~q - o~ S~~ So>"THC-Ar9'tc•+w S?/LkcZa~[ Name of Company:~~c~L~g~t~2 Mnti co~lsa~~,wtS ~-G. Qualifying Agent: ~• P~~7iJ Address: Utz ST~2+~~.t1/~-~tT ST. City ,a{rlyt~c~Zc.. d~~tA- State ~ Zip ~~a~ Office Phone q o~.~sS S -1 a s y Job Site/Contact Number qoy - 31 y-~sG6~ State CertificationiRegistration # Office Fax # qo~(- fsSS~1354 Architect Name & Phone # D~vt; MdS~~ qoW -73 3- 636.3 Engineer's Name & Phone # t-'~tr Cn-G-ZJf~?~(r ~JC, G04 -q~1 I ~l~S Application is hereby made to obtain a ppermit to do the work and installations as Indicated. 1 certify that no work or installation has commenced prior to the issuance of a~ermit and that all work will be performed to meet the standards o~all laws regzdating construction in this1'zzrisdiction. This permit becomes nzdl and void if work ~s not commenced within six (6) months, or if construction or work is sztspended or abandoned for a~eriod of six (6) months at any time after work is commenced. 1 understand that separate permits rnzrst be seczrred for Electricrtl Work, Plumbing, Signs, Wells, .fools, Furnaces, Boilers, Heaters, Tanks antl Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIlVLENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COlVIMENCEMENT. 1 hereby certify that 1 have read and examined this application and know the same to be trz~e and correct. All provisions of laws and ordinances governing this pe ofwork tivil! be complied with whether.rpecified herern or not. The granting of a ermit does not presume to gwe authority to violate or cancel the provisions o~ny other federal, state, or local law regzalating constructiq or the performance o~onsd•uction._ f i Signature of Property Owne . _ Signature of Contracto . Sworn to and'subscribed be ore me Sworn and subscri d before me this ~ Day of ~ ~ G • ~C~O ~, this ~ Day of ~~ c- ~ ~ l~C~ Notary Public: ° ,_ -- - ~~ aG~ ELISA BAKER Notary Public, State of Florida Commission# OD548124 My comm. expires May 3. 2010 Notzty Public: ~-/`~--~' ~qr a~B ELISA BAKER z ~ Notary Public. State of Florida Commission# DD548124 My comm. expires May 3, 2010 DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY Review Result (Circle one): __ _ "s--'~~ '" BUILDING PERMIT APPLICATION J ;~~ ~~° ~4 F~'~ ~ CITY OF ATLANTIC BEACH ;, 800 Seminole Road, Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904) 247-5845 Job Address: (~(~p (~~CN- ~tlF PermitNumber:_ Legal Description Lo-f (0, (~I.OGIL N3 ~-t~p~~ ~~ p(,q-T {t~jd~ ~ pgr~,,c Valuation of Work (Replacement Cost) $ X00 ~Ck~O ^ Class of Work (Circle one): New Additio Alteration Repair ^ Use of existin proposed structure(s) (Circ a one : Commercial esidentta ^ If an existing structure, is a fire sprinkler system mstalled? (Circle one): es N /A ^ Is approval of homeowner's association or other private entity required? (Circle one): Yes ~ Describe in detail the type of work to be performed: 1~6nn o ~,~?~ ~ ~~,~ p~~~ D~~,,,tq,, f ! ~~ p~ a Z .~., 7 tYL Property Owner Information Name: S-['~VE NLv~U,G~1 Address: 1~~~c~ ~PrGlr} A-VE. City ~TLA~fZ?-e. (~C~W State -LZip~~~"~Phone gocl. U6~- ~~iGB' ~ Contractor Information: j~( 3~~ - v~ S~~ Soon?NGR9'tf+f1~- S?/Lk~a~L Name of Company:~,~c~fL /kt~ZU~2 Mnti cousut,~MraS 7~-C. Qualifying Agent: -S• Qs1uL~1 Address: U(~ ~?~~~,d/~ff S't: City ,~ly~C1Zc. b~~-~- State ~ Zip 3aa?,3 Office Phone~~l-~sSS-I~S~-{ Job Site/Contact Number qoy-314-£t~6~ State CertificationlRegistration # Office Fax # qo~(-FSSS-1a54 Architect Name & Phone # DAVE MtlS1~~ 9oW -73 3- 63 ~3 Engineer's Name & Phone # t~~Gr- E.N(rZJC~[~{LZ~ ~ SIC, G 04 -q~~1-(°l'?,~ Application is hereby made to obtain a hermit to do the work and installations as indicated. I certify t/zat no work or installation has commenced prior to the issuance of aPernait and that al! work will be performed to meet the standards o~all laws regadating construction in this 1'arrisdiction. This permit becomes narll and void if work es not commenced within six (6) months, or if construction or work is suspended or abandoned for aperiod of six (6) months at any time after work is con:mersced. I ztnderstand that separate permits marst be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Healers, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMI~~NCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR. NOTICE OF COMMENCEMENT. 1 hereby certify that 1 have read and examined this application and know the same to be trace and correct. All provisions of laws and ordinances governing this pe ofwork will be complied with whether,rpecified herein or not. The granting of a ermit does not presume fo give authority to violate or cancel tlse provisions o~rry other federal, state, or local law regarlating construction or the performance of construction. ~, Signature of Property Owne . 'p Signature of ContractQ , Sworn to and'subscribed be ore me Sworn jo and subscri d before me this ,~ Day of R ~ G - ~.UO ~, this ~ Y Day of D2 ~- ~ ~ ()<~ Nntary Public: v\_ ----_ . _ . ~r p°. ELISA BAKER Notary Public, State of Florida Commission# DD548124 My comm. arcpires May 3, 2010 Notary Public: ~-~~~``--~' ~,a ,eG~ ELISA BAKER Z~ ~ Notary Public, State of Florida Commission# DD548124 My comm. ercpires May 3, 2010 DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY Review Result (Circle oneZ 02 07 i0i41a Hoatwri~ht 8urvwt~ors 9042413346 ~kst ~ "~o o ! Occ-s~ yas~ _ /.zoo °f'f. ,D~; ~G4/r ; l~l~.~x IatAP SH0IMNG A SURVEY OF LOT 10. BLOCK 43. ATi.~WTIC BEACH CORPORATION A REPEAT OF MAYPORT YERMINAL. AS RECORpED IN PU4T 800K 6. PAGE 1 OF THE CURRENT PU6LJC RECORDS OF pUVAI. OOUNTY. FLORIDA lit~pt.-.c r/i oc/S J^•vrtF•~cs,. BE~gCM_A V~NUE r ~~ ~~ ~~ n ~~S V`~ . ..~ ~ ~'~ ' LOT l0 12 ( 11 50.06 li . G _..~. ~~~ t~/G o f ~~~.ca.~, - S, 7.so ~~t LAT G d ~ C~ s dG~Gw~~ G. ~i.3' S 7S ~ ~Ff 3, 3,zz'~f'f: lSt~+ca..nA. J.v.~.~w.c~. U ~ 4 ~ ~- ,x .... 1 RTES: i1S {S A BOUNDARY SURVEY. NOLEi AS PER FIELD BURNCY. 0 6tRJ~Mlti ~S'(RICiION LME PER PLAT. DR1N }IIpXRACtE'D FROM PLAT. ~~, ~ L3ooo' ~ y.. so.os~(FyELO) sa.oo~ THIS SURVEY WAS Ir1ADE FOR THE BENEflT OF STEVE I~ULLEN ~n 02 07 1Os41a HoatwriCht Surveyors 9042413346 50.58' (FIELD) 50.06' MAP SHOWING A SURVEY OF LOT 10. BLOCK 43. ATLANTIC BEACH CORPORATION A REPEAT OF MAYPORT TEi~11NAL. AS RECORDED IN PLAT 8O0K B. PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORA 'j 6E~CH A NUE (40 RIGHT-~OF-WA~Y~ '=20' ~- ~. . ........X ~. 4' 'MOOD I ~ 6' ' LOT 12 W~ W~ ~ (. ~~ ~~ ~ ~ ~ v ~ ~ v ~ ~ • ~ ~ -~ g N~ ~- ~ I '~ ~°°~ _~ _- 50,00• LSO.oo• ti. ti • - 50.08'(FIELD) . ~~.. ~. LAT 9 P ~ 2 ~. t~ 4- 3 5aoo' _... _. k 1 _._ NOTES: )1Fi1S IS A BOUNpARY SURVEY. i AS PER FIELD SIIMIEY. f 6UR.DING REt'IRICTION LMT PER PLAT. I 1H PIl0'tItAC4ED FROM PLAT. THIS SURVEY WAS AAADE FOR THE BENEFIT OF STEVE MULLEN ,. ~`~ q ""~ , a*'' t Y . ., , ~,~ ~.:~ ~~ ~, Ar; ...,, r 1-its REBAR BEAM / ~ // j--, DEEP 11111 ~ i I 1 1 ~s Rr3AR ~ ~r o.c. BOTH WAYS CONT. tTHROUGHOIJT WALLS AND FLOOR TOP OF DECK i` X i" (~ WATERLINE 1 TILE n~~o-_ - --- ~ 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I l i 1,1 1 1 1 1 1 1, 1 I 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.1 1 I I I I I I I l i l i l l ( 1 1 i( l l l l l 1 1 1 1 III l i l l l l i 11 11 1 II I III 11 1 1 1 1 111 1 III 1 i t 1 1 11 11 11 1 li I I I I 11 - It I l l l i l l i t 11 11 1 111 I I I 1 1 1111 11 I I I 1 11 I (11 11 II I ill 1 1 1 .1 11 III 1 11 1 1 1 1 1 I I III I I11 111 11 11 I I II 111 11 I I I 1 ~ 1 i I II i i 111 11 11 I I 1 1111 1 1 1 1 1 1 1 I II V III I I II i l II1 11 III ( l ! I 1 1 11 1 1111 11 I I I I I I III I I I i • . . ....... .... . . J~' 1 1 1 1 1 1 1 1( 1 1 1 1 1 1 1 1 t l i__I I i l l l l l l l l l l l POOLS WfTH DEPTH OF T OR GREATER p 3 REBAR TO BE PLACED AT 6' VERTICAL BARS SEGINNIN~i AT 4' DEPTH AND EXTENDWG 2' A80VE AND BELOW COVES. ALSO EXTENDING S ABOVE AND BELOW FLOOR BREAK e a' PLASTIC MAIN DRAIN <-S' MIN. 3b00 P.S1 CONCRETE FLOOR AND WALLS SECTION OF POOL ELEVATION ~,>o>~ i~ i~ Y~ $~ ~~ ~~~ ~~~ ~I i~ ~. ~~ ~~ ~i ~~ a~ ~~ a. e 1 ~~ ~f s k E~~Ea~~~~rl~~~~~~. .~ . ~ i !~ PREPARED FOR: APPRAISAL REPORT August 22, 1974 ,, i! Ellis T. Fernandez, Jr. , Eaqui're, ~i Barnett Bank Building, If 112 W. Adams Stxeet,, Ii Jacks onville, Florida 32202. li I RE: Jean M. Holmes Property ~, Located at 1160 Beach Avenue, ~' !' ~; Atlantic Beach, Florida. ;~ ,i ~~ PURPOSE OF '1'HE APPRAl~AL; ~i '~ It is tl~e purpose of thin appraisal to estunate the ''i i. ~ present fair market value of the property legally ~! i ,; described as; i ;+ Lot 10, F31ock 43, Atlantic Beach, Plat Book 5, '~ ~~' i ~, page Ey, current public records of Duval County, ,~ !' ;~ it Florida. '~ ~i i ~ I ~,i Also known as; ,I ~~ !~ 1160 IIeach Avenue, ~, Atlantic Beach, Florida. j '~ i;~~ D.EFINITION OF VALUE; ,! '~ ii Fair rr~arket value is defined as the hibhest price, !; ~~ estimated in terms of money, a property will brinb '~ ~ ~I ~' ;I if expot;ed for sale in the open market, allowin6 a 'I rc;asonable time to find a purchaser who buyb with ii ~! ~' I knowledge of all the uses to which the property is ~; l t: ~' adapted and for which it is capably of being used. i ~~~ ~ ~ ~~ l ~, , ____ 11 PA U1, tt. AKIN & ASSOCIATES, tNC. II ___;, ANPI<AIS~:KS • KKALTOttS - _--___ _~ ZONING; ~! IMPROVEMENTS: ~, `~ ~` ~I i~ ~~ I~ ~~~ ~I (~ I $13, 800. 00. Given the millage applicable for Duyal County and the City of Atlantic Beach, this would de elo t v p otal gross annual real estate taxes of$370.~.~ i If the taxes are paid timely, a 4% discount is allowed,f thus the net annual taxes would be $ 3 5 5. 5 5. The property is zoned residence "A",which does not allow far duplex apartments. The subject property ~ is not affected, however, ae it ha-s been "grandfathered" in under the new zoning code. The subject property is improved with a 2-story, frame duplex apartment building. The dwelling has cedar shingle siding, a composition shingle roof, an on~grade concrete slab foundation and double hung wood frarrie sash windows. A screened sleeping porch is located Un the second flpor of the dwelling, $13, 800. 00. Given the millage applicable for Duyal County and the City of Atlantic Beach, this would develop total gross annual real estate taxes of$370.~6. If the taxes are paid timely, a 4% discount is allowed, thus the net annual taxes would be $355. 55. ZONING; The property is zoned residence "A",which does not allow for duplex apartments. The subject property~is not affected, however, as it has been "grandfathered" in under the new zoning code. ~, The subject property is improved with a 2-story, frame duplex apartment building. The dwelling has cedar shingle siding, a composition shingle roof, an on~grade concrete slab foundation and double hung wood frarrie sash windows. A screened sleeping for the 1-car carport located on the ground level. The floor plan of the first floor apartment consists of 2-bedrooms, l..bath and a large living room-dining room-kitchen combination. The floor plan of the 2nd floor consists of 3.•bedrooms, l~bath, living room, IMPROVEMENTS: t porch is located on the second flpor of the dwelling, and this sleeping porch serves as a carport cover kitchen and large sleeping porch. The interior finish I I ,, '! PAUL R. AKIN & ASSOCIATES, INC. II ~ (I~ ANPkAISE:kS kL~A4TOkS ~~ ~ ,P SHOWING A SUF ~Y OF LOT 10, BLOCK 43, ATLANTIC BEACH CORPORATION A REPEAT OF MAYPORT TERMINAL, AS RECORDED IN PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 50.06' ~ 50.06' LOT LOT 12 I 11 ,~ ,~y pk>~~~-~. o N W a ~~,~~A / ~ W ~1- W o ~~ ~'~S.S. ~ ~~ =o ~~.. Q~a~c~~~ Nv ~wS, ~ r- 50.00' ~ 50.00' .~. ~ . . 1 NOTES: 1)THIS IS A BOUNDARY SURVEY. Z)ANGIES AS PER FIELD SURVEY. 3)NO BUILDING RESTRICTION LINE PER Pt n ; BEACH AVENUE (40' RIGHT-OF-WAY) 50,56' (FIELD) 50.06' 50.06'(FIELD) n 02 O? lOs 41a aoo..... •.••- - MAP SHOWING A SURVEY OF LOT 10. 81.OCK 43. ATLANTIC BEACH CORPORA E ~RRENE?uPt16UC CORDS ~ AS RECORDED IN PLAT 800K g. PAGE 1 OF TM DQUNTY. FLORIDA 6EgCH_ A A NUE 40 RIQFiT Of ( . 1" ,~ 20' 50.56' (FlELD) 50.06 _x_ . . ~ { ~+"~ ~ 50.0' • • LOT LOT I 1Z ~ 11 ~"~ W~ • I I ~~ ~• Y g ~:> N ~- .~ L_._50.~ ~--- y°° LOT Y .G~ ~ 5aoo' -~.._._- Y i1FNS IS A gpyNOARY SIJR'~ I~~ as PER FIELD 9~- '~-~ ~ ` ,DE FOR THE BENEFIT OF' M~pRTM r .~ CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . 06-00034241 Date 11/27/06 Property Address 1160 BEACH AVE Application type description FENCE PERMIT Property Zoning TO BE UPDATED Application valuation 2159 Application desc BOARD ON BOARD ---------------------------------------------------------------------------- Owner ------------------------ MULLEN, STEVE 1160 BEACH AVENUE ATLANTIC BEACH FL 32233 Contractor ------------------------ NATIONS FENCE INC. 6956 PHILLIPS PKWY DR S JACKSONVILLE FL 32256 ----------------------- Permit . ---------------- FENCE PERMIT ---------------- --------------------- Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date . 5/26/07 ---- --------------------- ----------------------- Fee summary - - ---- ---------------- Charged ---------- -- ------------ Paid Credited Due -------- ---------- ---------- ------- - --- Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 PERI4ITP 7S'APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BULLRING CODES. '~ F ,-i yu,Jr ~' r ~ ~~°~~ J CITY OF ATLANTIC BEACH r . - ;, "~ '' PLAN REVIEW SHEET - - Building Department Public'Worlcs & Pubik Utilities Departments '~~J,3l~~ g~ Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 {904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application # Dle.~~~o2~/~ Property Address ~~ ~cl~ ~~ l~(/t~i . Applicant: Project: W~~~~ ~~~~LII t" . This permit application has been: Approved as noted by the Department. Final application approval must cam from the Building Departgieat. ~ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. ~ - Reviewed By:. _ Date~~~_--_._~~ "/~3 -© Date Contractor Notified ~!/ ~ ~Y ~~ ~~ ~-~" ~'~ ~ W 7 ~'~ U ~ .~ ~~~6 ~S f ` ' ~~ ~ s, CITY OF ATLANTIC BEACH '_ ~ PLAN REVIEW SHEET ~~ ,'~.~~ Building Department Public Works & Public Utilities Departments " `~';1 ~ 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904) 247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application # ~-- 'y Property Address l` ~Q~ ~ l,~l'f/~/ Applicant: Public Project: _ ~y~~~T =r~LV ~-~ This pe mit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. ~ Reviewed and the following items need attention: i U Please re-submit 2-copies of a. .><sions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. Reviewed By: U/~G ~ j~ l ~_ Date: // , ego Date Contractor Notified: .; r f ~. 'j~~''~'` CITY OF ATLANTIC BEACH J } J r ~° ' is~ FENCE PERMIT APPLICATION .. ,, _ _~ ~; ~~~ Date: ~~"O'~ b 6 PLEASE SUBMIT (3) COMPLETE SETS OF PLANS WITH APPLICATION. Job Address: ~/ C7V ~~ ~- /~ /~ Owner's Name: ,~ZC~'V C ~ k (~~-,/u /' p~ Address: ~l p 8 ~C ~'C/~' 19~/E Phone: 7 6 3 ~' 3C1~0 Legal Description: Block Number: ~ Lot Number: ~ ~1 Zoning District: { A lL Fence Contractor: ~I~I Q~ C a~,1 ..~ ~ ~ C1 ~. ~ ~.._ Addres~_~~ ~~ ~..~ ~~ ~~ ~~W ~ ~'~ ~ Phone: ~~' ~- '-- ~ ~?G ~ City: ~~ ~C ~ ~v~L.2t~~~`f~ State: ~Zip:~z 2.~6 Fax: 2~ L-- (~2 Type offence and materials to be used: ~~~ ~ t~~J ~j ~ ~d ~ f ~ Gcx.a~~} ~L~~~~ ~~ o~e~ Valuation Of Fence: ~~ ~~~,____ Interior Lot ^ Corner Lot ^ Dempster or storage tank enclosure Is approval of Homeowner's Association or other private entity required? ~~ If yes, please submit with this application. Tree Protection: ,~.NO. Applicant certifies that no trees will be removed for the installation of this fence. ^ YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as anaroariate. Incomplete applications may result in delay in issuance of permit. 1, Attach copy of property survey showing location, height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement,) Address and contact informat/ion of person to receive all correspondence regarding this application (please print). Name: .S"tPVF E7'• /~GcLI~.•-•~ d ~ Mailing Address: L t' ~O ~~/~'G 1~ 'TAE Phone: ~ -~~j~'~ Fax: /Vd//E E-Mail: S~.M?0~1 @ ~L't.t.SJ~71f,N~ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 http://www.ci.atlantic-beach.fl.us Page 1 Revised 3!04/04 I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner: AS TO OWNER: Sworn to and subscribed before me this ~~ State of Florida, County of Duval NMrNNrrN N r r N r 11 N 1 N N 1 r N N N1N Nrr~ JULIE L. RICHENS ~,r i Conrnr D0o46MM E>~Inta enoi2ooo ~~~a~ FloAda Notary Asan., Inc frrrrrrrrrrNN ..............................: Signature of AS TO CONTRACTOR: Sworn to and subscribed before me this State of Florida, County of Duval ~~-- ~NU1NNrurur rrruuruw urrmwuuu~ JULIE L. RICHENS t~ comma oooassees ,~~'~ ~ y, E~irea elto/20os1 i "~~a~ soneeo,nna (800YN2.4284: ra„ N Florida Notary Aasn., Ine ' frNrrrNNNNNrrrrr.rr.lurrlurulnurrri day of Notary's ^ P rsonally ~oduced '' Type of i"d~ day of Notary's /i07.O ~p ^ Pers~ [•~Prod Type of identification produced ~~. L~iyt~er L.~ 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us lL-o ~-~~ produced f7cIPiD•~ ~2iypz3 Lim , page 2 Revised 3/04/04 -t ~.:-il~~;~~,f~ , J ~` r CITY OF ATLANTIC BEACH ~ ,~ S 1 :~~ , ? PLAN REVIEW SHEET ~~ ;:r,s;i~~ Building Department Public Works & Public iJtilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 {904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMII~NTS Permit Application # ®~D --`~~c,2yl Property Address ~1 lQ~ ~~~~ ~~ Applicant: /I r~TT G/lfS ~~t1~.T ~/1/C Project: ~~~ ~~~(' This permit application has been: ^ Approved as noted by the Department. F' application approval mast come from the Building Department. Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. Reviewed By; - Date: g Date Contractor Notified: -~ .j ~.'a,yi'l ~~. ~j r ~f~ CITY OF ATLANTIC BEACH .~ ~ ~ PLAN REVIEW SHEET "' .~'' Building Department Public Works & Public Utilities Departments ~" `~'3>>`~ 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 {904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Public PLAN REVIEW COn~IlVIENTS , Permit Application # ~~fl ~-~~02'71 Properly Address / f tQf~ l~~ ~~i Applicant: / V >~G/'~~ ~'C'F R~IV~ Project: 1~i/)~~ ~~~~~~ This permit application has been: / / ~./ Approved as noted by the Department. Final apphcaiion approval mast come from the Building Departrpent. ~ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment r uestin them. Building Dept, Public Works and Utility information at tap of page, failure to notify the correct department may delay your permit from bein issued. Reviewed By: - Date: Date Contractor Notified:. 1 • t 1Ly i- 'r Jn JS ` '•+, :y 1 ~, ~', "~ C r, ~,~ ~Li3 ~ City of Atlantic Beach 800 Seminole Road • Atlantic Beach, Florida 32233 Phone: (904) 247-5800 Fax: (904) 247-5805 http://www.coab.us ORDER of the Community Development Board for the City of Atlantic Beach, Florida APPLICANT: FILE NUMBER: Steve and Cindy Mullen 209 Poinsettia Street Atlantic Beach, Florida 32233 ZVAR-2007-04 DATE OF HEARING: April 17, 2007 ORDER GRANTING VARIANCE The above referenced Applicants requested a Variance to reduce the required side yard setback to 3- feet, six inches to allow construction of open-air stairs on an addition to asingle-family residence located at 1160 Beach Avenue and as shown on Diagram C, attached hereto. On April 17, 2007, said request was considered at a public hearing by the Community Development Board for the City of Atlantic Beach. Having considered the application, supporting documents and comments by the Applicant, the Community Development Board, approved the request, finding this request to be consistent with Chapter 24-64 of the Land Development Regulations. NOW THEREFORE, the Community Development Board hereby GRANTS this request to reduce the required side yard setback to 3-feet, six inches to allow construction of open-air stairs on an addition to asingle-family residence located at 1160 Beach Avenue and as shown on Diagram C, attached hereto. DATED THIS ~ DAY OF , 2007. The undersigned certifies that the above Order of the Community Development Board is a true and correct rendition of the Order adopted by said Board as the same appears in the record of the Community Development Board minutes. Community Development Director ~~0. rc a~ ____ ._.. ~~~ ~~, ~,. ~~ priYa ~Cr CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 TELEPHONE: (904) 247-5834 FAX: (904) 247-5843 SUNCOM: 852-5834 www.coab.us December 15, 2006 Mr. Steve Mullen - V1A CERTIFIED MAIL 209 Poinsettia Street Atlantic Beach, FL 32233 RE: Tree removal at 1160 Beach Avenue Dear Mr. Mullen: Recently several palm trees located in front of this property were cut down, without first obtaining a tree removal permit. Three of the palms (10", 14" and 17") were located in the exterior zone of the lot and were, by Code, protected trees. You are requested to appear before the Tree Conservation Board to explain the removal of these protected trees. The Tree Conservation Board meets on the 2"d and 4`h Wednesdays of each month at the AdeVe Grage Community Center at Ocean Avenue and 7~h Street. The next meeting will be on January 10"' at 7:00 pm. If you have any documents you would like the Board to review for the meeting, please deliver them to Public Works by 4:30 pm, Tuesday, January 2"d If you have any questions, please contact me at 247-5834. Sincer y, Ric arper, .E. Public Works Director /Tree Board Liaison cc: Maureen Shaugnessy, Tree Conservation Board Chairperson Alex Sherrer, Code Enforcement Officer RC/~ ~~~ FEE $10.00 APPLICATION FOR FENCE PERMIT CITY OF ATLANTIC BEACH PROPERTY //OWNER ,,/ Name : (~Q/~Lil.~ ,~ , /~~~da/~ Day Phone~~~L~~~ Address: l d ~ Zip Code ~~~~ APPLICANT,~IF OTHER THAN OWNER -.~-- Name: ~ Address: Day Phone Zip Code- JOB INFORMATION Address or Location : ~.~ . ~~V'...lZ,.= ~, Lot Block , Subdivision APPLICATION MUST INCLUDE SITE PLAN SHOWING PLACEMENT OF FENCE FENCE REGULATIONS CITY OF ATLANTIC BEACH, FLORIDA No owner, occupant or other person shall erect, keep or maintain in existance any fence, wall or structure between the front property line and the front building setback line exceeding four feet in height. In the area between the front building setback line and the rear property line, no fence or wall shall exceed six feet in height. (Front yards of corner lots are not determined by address. The exterior lot line of the narrowest side of the lot abutting the street is considered the front yard. The exterior lot line of the longest side of the lot abutting the street is considered a side yard,) No owner, occupant or other person shall erect, keep or maintain in existance any fence, wall or structure exceeding four feet in height, nor plant keep or maintain any hedge bush or shrubbery exceeding three feet in height upon real property within a distance of 25 feet from the point where the right of way of any road or street intersects the right of way of another road or street. H W H 25' Intersection ?C Front Property Line of Street Right of Ways STREET ~~ ~~'~ . ~_~ -~ ~ August 12, 1982 Mrs. C-ene Nord an 1160 Beach Avenue Atlantic Beach, Florida 32233 Subject: Guest House - 1..160 Beach Avenue Dear Mrs. Nordan: 7]60CE.4A AOt?LEC.4KD P. O. BOX 25 AT'LAN1'IC BEACH, f'LOR~D A 3233 'I'ELEPHOti E !9041 299-`1395 In response to our meetings and your letter of .Iuly 8, 1982, we have con- sidered your request to use a part of your residence at 1160 Beach Avenue as a guest house (bed anal breakfast). It is our determination that the proposed use is similar in nature to a boarding house, rooming house, or lodging house. This type of use, how- ever, is not permitted in the RS-2 zoning district in which the structure is located. We apologize for t'r-e delay in respcr.se to your inquiry, The proposal, indeed., deserved serious consideration, and we regret that we cannot approve that use for the area in question. Please advise if we may provide additional service. Atti'M : j 1 cc: rTary Dombrowski ~ 1160 Beach Avenue file _~ i C~ T Y OF l~~~cz~t~c ~eac~ - 7rC'a7Ca'a Sincerely, ~,'' ~; . LJilliam Moss City 'Tanager ~' ~ Atlantic Beach City Council Atlantic Beach, Florida Dear Sirse I would like to use the bottom half of my duplex at 11b0 Beach Avenue for a "bed and breakfast" allowing for no more than 4 guests of the same family at one time. The bottom apartment of my home has two bedrooms, one bath, living room and kitchen. This house has off street park- ing for five cars. Presently there are no cars using these spaces. This project involves only one car per night. I would provide a continental breakfast of coffee and sweet rolls. i would consider the people coming to my home as my personal guests. As you may not be familar with the concept of a "bed and breakfast" i have enclosed two clippings that describe the high caliber of this insitution. I will gladly furnish the City Council with any additional information it needs in its consideration of this request. Thank you. Sincerely, ~~ .~~~~ Mrs. Gene Nordan 116(1 Beach Avenue Atlantic Beach, Florida July 8, 1982 e • ~ ~ y + PERMIT WORKSHEET Certificate of Occupancy Job Address: Property Owner: Contractor: Permit #: Tree Permit # Foundation Permit # Demolition Permit # BUILDING Footing i Slab Tie Beam Lintel Nailing/ Framing Insulation Building Final Drainage Inspection: Pool Permit # ELECTRIC # Tem .Power # JEA Release Date Temp. Power Letter Recd. Temp Pole # JEA Release Date Rough JEA Release Date Electric Final JEA Release Date Type Work: Phone # Phone # Date Issued: ~oL 0 A-~7o y~3 - 3 Undersiab ~ Gas. Piping ~ Rough Mechanical Final Inspections: Steel Elec./Grounding Roofing Permit #: _ inspec#: Nailing/Sheathing Fire inspection: Failed inspections: Water/ Sewer Roughl Top out Plumbing Final ~~ (~ ~.. Final Final Final Date Paid: (- ~S ~r,S..~L~J,rJ J~ - - • .. ~~ City of Atlantic Beach -" - t~ ~~ ~- ~ ~~ -~ ~ ~ Building Department Conditional ;~., ~,s~~~` Certificate of CJccupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the tune of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: September 24, 2007 Contractor: Steve Mullen Address: 1160 Beach Ave., Atlantic Beacl Construction Type: Residential Permit Number: 06-34545 Expires November 15~' 2007, need DCVA anon. ~' ,~ave- rta~~ cmd ~,~ me+ Fd~' ~~c '~Y) nQ~ ~~? ~ ~ ~ ~ ~~~ ( ~J~~ Q- ~~~~~~. has ~~~7 DAVID HUFSTETLER BUILDING OFFICIAL ;. _ ~: .-~;~~ _ sJ, ~ ; w,~ City of Atlantic Beach ;~ "j ,. -~ Bu~.ld~ng Department ~`~ Certificate of (Jccupancy This Certificate issued pursuant to the requirements of Section 110.2 of the '04 Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: December 14, 2007 Contractor: Steve Mullen Address: 1160 Beach Ave, Atlantic Beach, Florida 32233 Construction Type: Residential Permit Number: 06- 34545 David K. Hufstetler Building Official CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptncoab.us Application Number 07-00000870 Date 6/20/07 Property Address 1160 BEACH AVE Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc SWIMMING POOL Owner Contractor MULLEN MOORE ELECTRICAL CONT., INC. 1146 BEACH AVENUE 10526 CRAIG INDUSTRIAL DR ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 645-6807 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 75.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 12/17/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75.00 75.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 75.00 75.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. k~b#~ l crag ~ ;/~~ ~`f rJr~ ~~ ~ G ~ CITY OF ATLANTIC BEACH -- ~~ ELECTRICAL PERMIT APPLICATION ~- - rf ~- x~~ii ~ -. Date: Cg Property Address: ~ l LD~ ~k CSC ~ I`FV ~ Owner: M ~ l ~ ~l'1 ~ Telephone #: o?'7C~- ~( ~/~ l~ ~ n Contractor: 1 ~' t ~r~... ~~ ~C~~ ~Gc-x ~ . Telephon~~~P~~ -Co~CD~ Contractor Address:~~~ ~~~ JGC.k °-~.- Faz ~~~ (p ~f5- ~o~S O %~~ In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of ood ractice listed therein. Building: ^ New Old ^ Re-wire Building Type: O Trailer ~ Residence ^ Temp. ^ Commercial ^ Signs ^ Addition Sq. Ft. Service: ^ New ^ Increase ^ Repair If other conshvction is being done on this building or site, list the building t number: -~p3y~-y 7 Conductor Size: AMPS: COPPER ALUMINUM Switch or Breaker AMPS PH W VOLT RACE WAY Existing Service Size AMPS PH W VOLT RACE WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED - OPEN Switches Incandescent Fluorescent & M.V. Fixed o.10o AMPS ovER BELL A liances TRANSFER. Air Conditionin H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW-HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Si Miscellaneous ~ (~ ~ 1 ' ~~ Q ~ (,l~ 11'1'1-'1'` 1 n 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Faa: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Graham Shirtiey From: Clemons, Mak~lm Sent: Monday, September 24, 2007 10:48 AM To: Kaluzniak, Donna Cc: Graham Shirley; Brugman Kerri Subject: RE: Co inspection Backflow not OK.Need DCVA assembly installed for irrigation. Malcolm From: Kalumiak, Donna Se~rt: Friday, September 21, 2007 4:40 PM To: Clemons, Maicoim Subject: FW: Co inspection From: Graham Shirley Sent: Friday, September 21, 2007 8:25 AM To: Carper, Ridc; Walker, Chris; Kaluzniak, Donna; Nodine, Phil; Deming, ]amen Cc: Hufstetler, David; Brugman Ken•i; Matkhews, Carlene; Lanier, Joyce Subject: Co inspection Steve Mullen requested a co inspection for 1160 Beach Ave Permit # 06 34545 Steve can be reached at 463 3998 Shirley Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET ll~o B~~c~l ~~ Improvements to the above-described property have been completed in accordance with the ter s of the permit and are certified to be ready for occupancy as: Single-Family Residence ^ Commercial ^ Other: Lowest Floor Elevation: Required As Built FFE The following must be completed before ~tssuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works _ ~. ~ ~ ~ Public Utilities Building Plannin Final Survey with FFE All Re-Inspect Fees Paid Termite Treatment Yes V No Yes V No V Yes No Page 1 of 1 Hufstetler, David From: Mullen, Steve H. [Steve.Mullen@jaxsheriff.org] Sent: Tuesday, August 21, 2007 5:42 PM To: Hufstetler, David Cc: Mullen, Steve H.; Steve & Cindy Mullen Subject: 1160 Beach Ave -Steve Mullen -early property storage F~~f corr I am requesting approval to move personal property into common areas of my new home prior to the possession of my Certificate of Occupancy. I will not be living in the home, just storing property. 8/23/2007 ~, August 21, 2007 Cindy and Steve Mullen 209 Poinsettia Street Atlantic Beach, Florida 32233 Re: Remodel of 1160 Beach Avenue Dear Mr. and Mrs. Mullen: CITY OF ATLANTIC BEACH BUII.DING AND PLANNING 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5826 FAX: (904) 247-5845 www.coab.us f~COPY The Building Department has questioned me regarding the remodel of your property at 1160 Beach Avenue, specifically with regard to the number of dwelling units the completed renovation project is permitted to contain. The Building Department has advised that the project appears to be planned with a complete second dwelling unit upstairs. I have informed the Building Department that property records and all representations related to your variance request indicate that this is asingle-family residence, and that the relocated stairs, for which you received a Variance, were to access upstairs laundry areas and family areas and not to provide an access for a separate dwelling unit. To clarify in the case that there is any confusion, this residence is only permitted to be a single- family residence. Your second floor may contain Guest Quarters with a Kitchenette, but it cannot contain a full residential dwelling unit, and cannot be occupied as such. Please call me at 247-5826 with any questions. Sincerely, ~~ Sonya B. err, AICP Community Development Director cc: Dave Hufstetler, Building Official ~ ,~ R ~ J ~ ~,~ ~~ t Initial Effective Date: 01-01-02 as adopted by Ordinance 90-01-172 Last amended on 08-13-07 by Ordinance 90-07-201 Improvements shall include, but not be limited to street pavements, curbs and gutters, sidewalks, alley pavements, walkway pavements, water mains, sanitary sewers, lift stations, storm sewers or drains, street names, signs, street lights, landscaping, Permanent Reference Monuments (PRMs), Permanent Control Points (PCPs), monuments, or any other Improvement as may be required by the City Commission or these Land Development Regulations. Institutional Use shall mean the Structure or Land occupied by a group, cooperative, board, agency or organization created for the purpose of carrying on functions, such as hospitals, schools, churches, fraternal orders, orphanages, assisted living facilities, and nursing or convalescent homes. Junk Yard. See Salvage Yard. Kennel, Pet shall mean facilities for the keeping of any pet or pets, regardless of number, for sale or for breeding, boarding or treatment purposes. This shall not include, Veterinary Clinics, animal grooming parlors or pet shops. Kitchen shall mean an area of a Building permanently equipped for food storage, preparation, or cooking. Kitchenette shall mean an area within a Building containing limited Kitchen facilities such as a bar sink, microwave oven, refrigerator/freezer not exceeding ten (10) cubic feet. Land shall mean the earth, water and air, above or below, or on the surface, and includes any Improvements or Structures customarily regarded as part of the Land. Land Development Regulations as used within this Code, shall have the same meaning as defined in Section 163.3164, Florida Statutes and shall include zoning, subdivision, Building and construction and other regulations controlling the Use aild Development of Land. Landscaping shall mean any of the following or combination thereof: living materials, such as but not limited to, grass, ground covers, shrubs, vines, hedges, trees or palms; and nonliving durable materials commonly used in Landscaping, such as but not limited. to, rocks, pebbles, sand, walls, fences, berms, sculptures and fountains, but excluding paving. Laundromat, Self-service shall mean a business that provides noncommercial clothes washing and drying or ironing machines to be used by customers on the premises. Live Entertainment includes, but is not limited to, singers, pianists, musicians, musical groups, bands, vocal or instrumental dancers, theatrical shows, magicians, performers, comedians and all fashions, forms and media of entertainment carried on and conducted in the presence of and for the entertainment and amusement of others and as distinguished from records, tapes, pictures and other forms of reproduced or transmitted entertainment. Live Entertainment, as used within these Land Development Regulations, shall not include adult entertainment establishments as defined by Chapter 847.001 (2), Florida Statutes. Loading Space shall mean a space within the main Building or on the same property, providing for the standing, loading or unloading of trucks or other motor vehicles, constructed consistent with the requirements of this Chapter. Lot shall mean a parcel of Land occupied or intended for occupancy by a Use permitted within this Chapter and having its required frontage upon a Street Right-of--way or permanent Easement, and as may be defined in Chapter 177, Florida Statutes. Lot Area shall mean the area formed by the horizontal plane within the Lot Lines. 13 Initial Effective Date: 01-01-02 as adopted by Ordinance 90-01-172 Last amended on 08-13-07 by Ordinance 90-07-201 Garage Sale shall mean a temporary event for the sale of personal property in, at or upon any residentially zoned property, or upon any commercially zoned property independent of any business licensed under this Code to conduct retail sales upon such property. Garage Sales shall include, but not be limited to, the advertisuig of the holding of any such sale, or the offering to make any such sale, whether made under any other name such as yard sale, front yard sale, back yard sale, home sale, patio sale, rummage sale. Government Use shall mean the Use of Lands owned by the Federal, State or local government used for a purpose, which is related to governmental functions. Any lawful activity is permitted without restriction. Any Lands used by a government, which are converted to private ownership, shall comply with the requirements of the particular Zoning District classification and the Comprehensive Plan. Grade, Calculated Average shall mean the average elevation of a site, calculated prior to excavation, fill or Land balancing. The average elevation of the site shall be determined by superimposing a horizontal grid composed of ten (10} equidistant lines by ten (10) equidistant lines, axranged such that the outer perimeter lines shall be substantially aligned with the exterior Lot lines, over the existing site. At each of the intersections of the lines of the grid, the existing grade elevation shall be determined by a registered Land surveyor using standard practices. The average elevation of the site shall then be determined by adding the one hundred (100) elevations as measured at the points of intersection of the grid together and dividing by one hundred (100). This calculated average elevation shall be used for all determinations of Building heights on that site and shall be recorded in the records of the City. Alternatively, and by mutual concurrence of the property owner and the Building Official, on sites where the existing grade is predominantly flat, with few or no variations of grade, the calculated average grade may be calculated by establishing the elevation at the points of intersection of the exterior Lot lines plus one (1) point at the approximate center of the property. All points measured shall lie on or within the Lot lines of the property. Grade, Developed Calculated Average shall be used for Lots with existing Structures or sites where a Structure previously existed and no record or means of determining the Calculated Average Grade exists. The Developed Calculated Average Grade shall be determined by superimposing a ten by ten grid of elevation points over the entire Lot. The average elevation of those points not lying within any portion of an existing Structure shall be the Developed Calculated Average Grade for the purpose of Building height measurements. Alternatively, and by mutual concurrence of the property owner acid the Building Official, on sites where the existing grade is predominantly flat, with few or no variations of grade, the Developed Calculated Average Grade inay be calculated by establishing the elevation at the points of intersection of the exterior Lot Lines. All points measured shall lie on or within the Lot Lines of the property. Grade, Finished shall mean the elevation of a site after all fill, Land balancing or site preparations have been completed. Finished grade shall not be used in the calculation of allowable Height of Building. Group Care Home shall mean any Dwelling, Building or other place, occupied by seven (7) or more persons, including staff, whether operated for profit or not, which provides for a period exceeding twenty- four (24) hours, one or more personal services for persons not related to the owner or administrator by law, blood, marriage or adoption, and not in foster care, who require such services. The personal services, in addition to housing and food services, may include but not be limited to personal assistance with bathing, dressing, housekeeping, adult supervision, emotional security, and other related services but not including medical services. Guest House or Guest Quarters shall mean a Building or portion therein used only for intermittent and temporary occupancy by anon-paying guest or family member of the occupant of the primary residence. A Guest House or Guest Quarters shall not be converted to or used as a permanent Dwelling Unit, shall not be rented for any period of time aild shall not contain a Kitchen, but may contain a Kitchenette as defined herein. 11 Jy~ r ~ ~. x~ ,, ~! CITY OF ATLANTIC BEACI3 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number Property Address Application type description Property Zoning . Application valuation . ---------------------------- Application desc well permit/ 150 deep ---------------------------- Owner ------------------------ MULLIN, STEVE 1160 BEACH AVENUE ATLANTIC BEACH FL 32233 06-00034581 Date 1/18/07 1160 BEACH AVE WELL PERMIT TO BE UPDATED 0 -------------------------------------- -------------------------------------- Contractor ------------------------ L.N. WILLIAMS DBA:WILLIAMS WELL DRILLING,INC PO BOX 567 ATLANTIC BEACH FL 32233 (904) 241-8489 ----------------------- Permit --------------- WELL PERMIT ----------------- --------------------- Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 7/17/07 ----- --------------------- ----------------------- Fee summary - --------------- Charged ---------- -- ------------ Paid Credited Due -------- ---------- ---------- ---------------- Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLAN'ITC BEACH ORDINANCES AND THE FLORIDA SUII.DING CODES. -~y~f~l ffN~ r ~``' ~ ~~S> CITY OF ATLANTIC BEACH - ::~' PLAN REVIEW SHEET ~~ Building Department Public Works & Public Utilities Departments '•~ Jsil~'' 800 Seminole Road 1200 SandpiperLane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Routed to: D.Hufstetler S. Doerr R. Car er aluznia c Public Safety PLAN REVIEW COMMENTS Permit Application # ~!o - 3~J~/ Property Address ~/(~ d ~~ /7 (/E - Applicant: ~L. - /~/• ~i(//LG//4/1'f s Project: i~~ This permit application has been: ^ Approved as noted by the Department. Final application approval must come from the Building Department. ^ Reviewed and the following items need attention: F - r ~ /2 a ~' Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. Reviewed By: hate: Date Contractor Notified: ^~~ ~. .,.. .. ..... ...k tN^: '`- S y~l~ 1~~ `3 J r f ~ "r ) '~ s;; CITY OF ATLANTIC BEACH ~~ ~ - -- WELL PERMIT APPLICATION Date l " ~ z ^ U 7 Owner's Name: ~~d e ~y/~~ ~ Address: I ~ 6 D ,l3~9~ ~ ~ ~ Well Address (if different than above): Well Location on Property (i.e. northeast corner, etc.) ~01~{7`~ ~'`~ sl Well Installation Contractor: G,~ w~~~~'~'~ Contractor License No.: Ph~~ ~~~FAX: ~ /'l ~ ~~ ~ ~ Contractor Address: ~~„ ~~~ ~-~~ ~~~ ~f~9` ~/~/C lac ~ Check Use of Well: Domestic Irrigation ~ Other Estimated- Well Depth:/ 5'D Casing Depth: Screen Interval from/Z~o/~ Well Diameter: ~ ~ ~ Casing Material ~~ ~" Is address currently connected to the City water system? ~ - Is address currently connected to the City sewer system?_~ - ~o T l?Q~' Has a Well Permit been obtained from the City of Jacksonville? ~O Permit # Does the well require a permit from the St. Johns River Water Management District? (Not required for wells under 2-inches diameter installed by resident or wells under 6- inches diameter if installed by licensed well contractor). If permit is required, note Permit Number and attach a copy. NOTE: WHENA WELL IS INSTALLED ON YOUR PROPERTY, YOU MUST INSTALL A REDUCED PRESSURE ZONE TYPE BACI~FLOW PREVENTER ON THE CITY WATER SERVICE. ON THE CUSTOMER'S SIDE OF THE METER. THE BACgFLOW PREVENTER MUST BE TESTED BYA CERTIFIED TESTER AND A COPY OF THE RESULTS SENT TO THE PUBLIC UTILITIES DEPARTMENT. HP Officejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Jan 12 2007 3:09PM Last Transaction Date Time Tvge Identification Duration Pages Result Jan 12 3:08PM Fax Sent 92475843 0:57 2 OK Jane~12 07 03;08p Information Systems 904-247-5845 ~ r ~ ~, CITY OF ATLANTIC BEACH . ': ?~ PLAN REVIEW SHEET 'J' ... "~ ~Fil~i' 13uiidiag Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904) 247-5800 {904) 24?-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS p.1 Routed to: D.Hufistetler S. Doerr R. Car er aluznia Public Safety Permit Application # D d - 3'~S`S~l Property Address 1/(?d ~~'%~~ ~~i Applicant: ,L• /1~. ~i{//LL/f~-/1~iS Project: ~~[.~ This permit application has been: t Approved as noted by the '~1 ~ Department. Final application approval must come rom the Building Department. ~ Reviewed and the fallowing i#ems need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the D estin~ them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit Ervin being issued. J _ Reviewed By: _ Date: Date Contractor Notified: .; 12 07 03:08p Information Systems 1 ~~r~.\pA r ., S~ _.._. _ ti. 1 ~'~~tJSSI~f' 904-247-5845 p.2 ~ ~„ ~- -- v-__~....._ ^l ~~~~ ~~ ~ eau? i i CITY OF ATLANTIC BEACH ~ ~` ~ •---- ----~____... _ _ .._..._ WELL PERtiIIT APPLICATION Date ~ `~ / 2 ~ ~ ~ Owner's Name: •57`ed ~ ~ZV//~ .t1 Address: 1 ~6 ~ ~~9~ /,~ U Well Address (if different than above): Well Location on Property (i.e. northeast corner, etc.) ~o'~ ~'~ sr Well Installation Contractor: G~~ ~ ~vrllc~a~ 37-o3a,a Contractor License No.:~~ ~/ ~ Phone: ~~'"~~ ~ FAX: ~ ~C ` ~~~ ~ Contractor Address: /~~ ,j3a~c ~3y S~~ ~tl~~i~ /..~cGt Check Use of WeII: Domestic Irrigation ~ Other Estimated- Well Depth:/ ~d Casing Depth:~z ~ Screen Interval from/•?~ /~ Well Diameter: ~ ~~ Casing 1Vlaterial P''~ G` Is address currently connected to the City watex system?^~_._. Is address currently connected to the City sewer system?~~°~_ ,u~ T /2r ~- Has aWell Permit been obtained from the City of Jacksonville? ~D Permit # Does the well require a permit from the St. Jahns River Water Management District? (Not required for wells under 2-inches diameter installed by resident or wells under 6- inches diameter if installed by licensed well contractor). If permit is required, note Permit Number and attach a copy. NOTE: WHENA 1zYELL IS INSTALLED ON YOUR PROPERTY, YOUMUST INSTALL A RED UCED PRESSURE ZONE TYPE BAC%FLO R''PREVENTER ON THE CITY WATER SERVICE, ON THE CUSTOMER_'S SIDE O_F THE METER. THE BACKFLOW PREVENTER MUST BE TESTED BYA CERTIFIED TESTER AND A COPY OF THE RESULTS SENT TO THEPUBLIC UTILITIES DEPARTMENT. HP Officejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Jan 02 2007 4:28PM Last Transaction Date Time Type Jan 2 4:26PM Fax Sent Duration Pages Result 1:52 4 OK ~P~~:~~ ~`'`~~d~ . , ~, ~ ~ ~ti~~ '~~o Identification 5843 WATER IMPACT FEE WORKSHEET ADDRESS: ~~ ~ ~ ~~~E~J ~.(jil~ ~l0'3 ~~~~ ~/~l °~ F1XTlJRE TYPE ~ D RAJ tyAG E FIXTURE UNIT VALUE AS LOAD FIXTURES ~~ UNI; S Automatic domes washers, cammerda! 3 I' '~ Aulnmatlc dorfies washers, residential 2 ~ / i BaU~room group consisting of water dosat, lavatory, Bidet, and bathtub or shower 6 ~ ~ 8athh~b (with or without overhead shower or whirlpool I attachments 2 i~ ~ I ~~ Bidet 2 ' ~ C,ombina6on sink and tr 2 f Dental favalo 1 I ~ishw3st~in machine, domestic 2 '~ Drinkm fountair>llcamaker ~ Y4 I ~ I ©~5 ~, Floor drains 2 . ' ,nose bib 1 i Kitchen sink, domestic ~ ~ ~ 2 ~ ~ Kitchen sink, domes6cvrith food waste gender andlor I dishwasher 2 ~~ i aund tr 1 or 2 co m artmen is 2 ~~ I ~avalo ~ 1 ~ ~~i ~~ Shower cam artment; domestic 2 ~. ~~ ~ ~ Sink 2 I i Urinal 4 ~ ' `urinal, 1 anon er flush or less ~ , z 2 ~ ~ I, ,Wash sink dreuiar or multi le each set of faucets 2 1 Water closet, fiushometer lank, ublic or nvate 4 Water closet, mate installation 4 ~8 !. Water dosat, bfic installation g TOTAL HUMBER OF l1?~IT~ MULT1PLlED X 20 TOTALS /~ ~ ~, .~ -- ~, = O Lav- l4- l+af~=~ ~ ~, - lJ ~ink~~ ~. - I = ~ ~ o h~ ~ ~ o ~ ~~ ~~~ ~ - ~ ~.ew~ ~ r l = 2 - o __ ~ ~ ~ _ Q O d ~ 5 i n'~~ 1 Duva-~ County Property Appraiser -Parcel Summary • ~~ ~~ ~',NtCSaI `.lebs~te of t^.e Cny ct Jac~santi~:!e. F~c~+Ja Home > Departments > Propert~_A~rais_er > Duval County Database Search Parcel Information S Super Exemption Calculator Page 1 of 2 Printable Version Owner's Name: ** CONFIDENTIAL ** Reai Estate Number: 1702810000 Secondary Name: Property Address: 0 *** CONFIDENTIAL 5ITE Mailing Address: ** CONFIDENTIAL ** *** *** ~ ** CONFIDENTIAL ** City: ******* ** ** Zip: 32233 CONF , XX Unit Number: *** Zip: ##### 2007 Exempt Value: $25,000.00 PARCEL DESCRIPTION Prope Use: 0100 SINGLE FAMILY Transaction Date: 10/3/2006 Transaction price displayed is based on the actual amount of Legal Description: 6-1 16-2S-29E ATLANTIC BEACH Transaction Price: $100.00 documentary stamps paid at the LOT 10 BLK 43 - time of recording. The current rate is 70 cents per 5100. Subdivision: 3108 ATLANTIC BEACN Section/Township/Range: 162S29 No. Buildings: 1 Official Record Book and Pa e: 13576-0102 Heated Area: 1905 Map Tiie: 9416 Exterior Wall: Wood Shingle VALUES FROM 2006 CERTIFIED TAX ROLL Agriculture Land Value: $0.00 Taxin Authori : USD3 Land Value: $279,000.00 Building Value: $102,069.00 View Parcel Tax Record Extra Features Value $1,544.00 Total Improvement Value $103,613.00 Tax Estimator Market Value: $382,613.00 Assessed Value $382,613.00 Exemptions Total $0.00 http://apps.coj.net/PAO/RENO.asp?RENUM=170281+0000 8/21/2007 ,Duva~. County Property Appraiser -Parcel Summary Page 2 of 2 Taxable Value $382,613.00 Senior Exemption $0.00 Senior Taxable $0.00 Additional Links: Map This Property (MapIT) -Yahoo Maps 2005 Property Record Card (PRC) - 2004 Property Record Card (PRC) - 2003 Property Record Card (PRC) Payment Feedback -Appraisal Feedback -Back to Search Page All values from 2006 Certified Tax Roll. Updates weekly. Maps and data are not updated as frequently as the Tax Roll data and may not reflect matching information. Mayor -City Council -Jobs -About Jax - I want to... - I am... -Services -Departments 630-CIIY(2489) -Site Policies - Webmaster - ~c) 2002 City of Jacksonville http://apps.coj.net/PAO/RENO.asp?RENUM=170281+0000 8/21/2007 _~ is, ~..~ _ ~ ~.~ _ JAXG~S Pro Perty Information Page 1 ~a y~ '°v~le.Ff 1T$ ~~ tmn -~,-.r.r ~p://rnaps2.coj.net/WEBSITB/DuvaIll~iaps/to olbar.asp _ . ~sa:rx 11116 _ _ t Duval County Property Appraiser 2004 Certified Tax Roll Matching Record Cards Duval County 2005 REQUESTED BY: Z ZIPPERER RUN 10/10/2005 06:38 AM 16-2S-29E NORDAN, KERRY G 558 4-9416- ATLANTIC BEACH 1160 BEACH AV 1160 BEACH AV LOT 10 BLOCK 43 ATLANTIC BEACH, FL 32233-5728 ATLANTIC BEACH 0/R BK 6294-1962 STYLE O1 BLDG NO. 001 Bldg Use 0102 SFR 2 STORY SOH Ex-Wall 1: 1400 WOOD SHINGLE Ex-Wall 2: 0000 N/A exterior wall 2 Roof Str 03 GABLE OR HIP Roof Cvr 03 ASPH/COMP SHNGL In-Wall 1: 0300 PLASTER In-Wall 2: 0000 N/A interior wall 2 Flr Cvr 1: 0525 ASPHALT TILE25$ Flr Cvr 2: 1475 CARPETING75$ Heat Fuel: 04 ELECTRIC Heat Type: 04 FORCED AIR DUCT Air Cond 03 CENTRAL AIR Bathrooms: 002.0 2.0 BATHS Bedrooms 03 03 BEDROOMS Stories 002.0 Quality 03 AVERAGE Hrs.Spent: 00 Minutes 00 Rms/Units: 0000 Act Mo/Dy: 0000 Act Yr Bt: 1930 Eff Yr Bt: 1930 Depr Tabl: 12 Func Obs$: 00 Econ Obs$: 00 ObsrvCond: NIA Obsrv $: 000 REC BLDG CODE 1 001 PVCP 2 001 DKWG REC LUSE DESC 1 0101 SFR +UOP(9)-28------+ +-+ 7 11 I +UOP(18) I +--+ BAS (840} I T 23 19 I I I +----26------++ 9 UGR(225) 9 +----25------+ +-----26------+ I I I I I I 30 FU01(840)30 I I I I I I +----26------++ 9 ADT(225) 9 +----25------+ Page 1 of 1 170281 PAGE 1 OF 32233 LAND VALUE 279, MISC VALUE 1, BLDG VALUE 89, CAMA VALUE 370, VALUE BY C AMA Mass A ASSESS VAL 370, EXEMPT VAL TAXABLE 370, SR EX VAL SR TAXABLE N/A APPRAISER SER20050 DATA JEM19930 PROP USE 0 Tax Dist U NBHD 940907 L100 M100 B160 MF 1 EXEMPTIONS BAS(U19UOP(L06D03R06U03)U11UOP(L03D03R03U03)R28D07D23L 02UGR(D09L25U09R25)L26)ADD(R00066)FU01(U30R28D30L02ADT {D09L25U09R25}L26) AREA GR AREA PCT AJ AREA BAS 890 100 890 UOP 27 20 5 UGR 225 45 101 FU01 840 100 840 ADT 225 80 180 PROPERTY NOTES EST DESC LENGTH Paving Concrete .00 Deck Wooden .00 EFF AREA 1, SQFT RATE 87 POINTS RCN 171, RCN RCNLD DEPR 47 73181 38420 OBSOL 436 229 BUILDIN G 89, 6799 4619 73181 38420 BOOK PAGE DATE QS SALE 15682 8233 06294 1962 021987 NI 4 Deed Type: QCSA 03854 0199 121974 NI 2 Deed Type: WDSA PERMIT NO TYPE DATE AM 000003944 BLDG 121978 WIDTH UNITS ADJ PRICE EYB DT PCT ADJUSTMNT .00 144.00 4.60 1930 F3 80 .00 .00 380.00 14.00 1988 F3 80 .00 MISC TOTAL ZONING FRONTAGE DEPTH UNITS TP ACRES PRICE AJ REASON F ARS-2 50.00 115.00 50.00 F .13 6000.00 DP VA 1 1 AJ PRICE VA 5580.00 279 LAND TOTAL 279 http://apps.coj.net/PAO/prc.asp?PRC RENO=170281+0000&PRC BLDG=1 8/21/2007 customer Account Information Resource Page 1 of 1 _ S E A- C A 1 R Customer Account Information Resource ~'~~o I~ailoirsg acoc~~rat~ rr~~t~ c~s.~r' sencc critoria. Shown is Customer Name, Account Number, Service Address and Account Status. Select one to view. Name Acct. Num Addr. City JACKSONVILLE status ACTIVE MULLEN,STEVE H 8503081039 1160 BEACH AVE 1160 BEACH AVE APT 1 JACKSONVILLE ACTIVE MULLEN STEVE H . 8503081039 .. Click here to return to the search page. 1/24/2407 hops://onlineapps.jea.com/cairpriv/cost infa_select rec.asp CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 07-00000091 Date 2/15/07 Property Address 1160 BEACH AVE Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc GMO1 GARAGE METER ---------------------------------------------------------------------------- Owner ------------------------ NORDAN, K. G. 1146 BEACH AVENUE ATLANTIC BEACH FL 32233 Contractor ------------------------ OWEN ELECTRIC CO INC 1775 LAKESIDE AVE ST.AUGUSTINE FL 32084 (904) 824-9940 ----------------------- Permit -------------- ELECTRICAL ------------------ PERMIT --------------------- Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 8/14/07 ----------------------- Fee summary -------------- Charged ------------------ Paid Credit --------------------- ed Due Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Sent By: t7WEN ELECTRIC COUIPANY INC; ~ ov -t v r ~ I , 1 Va InrOlRlatlOn :~~(Si@17t5 `, a .~ .. ,,. ,.F4~.i~ i+ J :-..:-.•~.:•. ~:1 .,. .:~ Feb•12-07 14:13; P2ge 1/1 9048244087; 904-247-5545 P~~ CITY f)~' ATLANTIC BFACEI ELECTRICAL PERMIT APPLZ~CAT.[O~V Property Address: //td7~ ~L~ Fib--x~~t-~ R Owner: S~//~ 57lU//~~ Teitpttone ~i: Cvnt,metor: C1i~~P~, F/.s~~~~~~ r~^r7 .,,~..,_.. Tetephoae#: $o'~L/'~'~j~ Contractor Address: /.775' ~-.rg~e.~'~~;~/E'- h~~„ Fa~.z !~: $`a~l''- h!+~7 J - - ns evnstaEratum at-pettnit ~veu for do'tag mr wpr)It es des~ctibed iri d1t above•stasatnent. we trerelyy rgree W pa'!Orrb slid work in atcgrdana with tlta ataepesd plena sad specificedwhu which are s ~ tscrs;of end in acco~danCc, wish ~c Cit;~ of Atlentj4 Scac[t ordiatrace and standa rds of„~seOd I+~dcc listed dsacln ~~~~: ht" New Bu~ltiitag Type: ^ ~ ate"' it id 6 TtaiJer ' 5e ~ r u acber ronsGuction"~ is berms da+e oes tt,is bY:~ain es eno CI a~up. 1 h ew e O Qld O Cwnmercial u Signs U inert~ace ~ Or sia. lisl ~hc buiidmg Permit cNrmtre~; O Re-wire ~ 0 4ddiuioa Sq. F't. _ _ ^ R.epair ~ ~-[X~7~~L~'yS' nw~itra or t1ZAC~ ' Brcai~er A1Kt'S PR,.I '~-' VIQLT,Z WAY l~cistiog Service $ACE Size AiVtl'3 PH W VOLT _ WA.'Y Meter i __._ Ntimber _ ~~ r ,Fcctless: ~ tti0. SI7;E No StT.L• I No SIZE ~ ~ 1 v, Air f H.P.ItATING I xn. ItA t NO. KVn ND. 'A MiscctlanCOVs -- _ ..__._. ____ - 1 --u -~- IIOQ $tostesot~e Road • Atls»tic Sttacb, Florida 3233.3445 1'bone: (9Y4) ?.~17-800+ Faa: (904) lrf7-5$4S • Attn•ilwww ei etlantia-betsch n us Rtrised tlQ4 '~'`a: JEA Electric Order Fulfillment, (Fax ItiTa.: 66~-'7372} Attention:. Carol Schweizer(.~arie Craven, 21 west Church St T-4 (b65-b521) Seab,~ect: Citg~ o~~.tia.~.t~c ~ea~h ~'e~~t # D 7 - DDD ~/ D~.te: 02 . /al. 0 '7 Service 1-~.ddress: ,~/~ 0 ~~i9~~'H ~ f~ f}wner: owner Phone: Electrician: ~_ ~ ~~ ~ 1~ ~ Electrician Phone: 90 ~ ~a ~- 99 ~D T~~e of'~or~: New Service [, l~i'~~ M-~omre ~~.bfeed ~j Increase ~' ervice ~ I-Ieat & AC [T,] repair Service [~ Cther °[~j Rewire [._] tether Description: Temp Pole C-I Sea~ee T~peo [Overhead (R.epair~eplace) Underground (New Services). ~nildin~ ~CTse: }Residential Church ~]Enviroumi.ental ~M-Hori~e ~Goinmercial [ ~ther Other Use Description: ~/»D) f~Q ~ a~ E ~'» ~ ~~~° Se~~~ce Sipe. New Se~°vgce: Amps: c~00 '~oits: 020 Ph~se:~_ E~i~ti.~~ Ser~ce:~A.~p~o ~®It~v Phase° E-mail: cravlj(cr7,~ea.co~ or sc~yrcrn(c~;iea.c©zi~ ~r resQiuC~.~ea.~a~~z 7€`0: JEA Eleciric Qrder Fulfillment, (~'ax 1Vo.: 665-'372} Attention;. Caml Sckweizer/Larie Craven, 21 west Ckurel~. St T-4 (665-6521} Sub,~ec~: Cif ®~r~tIa~.tac ~e~c~ ~'e~~t # O 7 _ - O D /t 9 ~~te: Service Address: ~l ~o D ~~~ Cif ~~~ C)vv~.ier: Owner Phone: EleCtriC1a11: tJ ~,(~ ~ / ~ ~ ~~ ~. Electrician Phone: g0'f ~'~~f G}g ~!~ ~`~e oil ~76~c~r~: I~TeuT Service [ 1~ M-Dome ~ubfeed ~j Increase Service ~ I-Ieat ~ AC ~ Repair Service [~ ~ Other °[~ Rewire [_] tether Description: 'I'en~.p Pole [~ Serv~.ee 'l~~rpe: [,Overhead. (R.epair/Replace} ~,Undergraund (1~Iew Services ~3~ildin~ ~Is~: ~sidential Church [~jEnvironmental ~IVI-Home [_,_]Coinmercial [ether Other Use Description: Sex~ce S%~e: I~Iew Sc~~.ce: Amps: O~ O 0 '~aIts: 0~~0 Phase: I ~~i~~~n~ Se~°vic~;: ~~ps: ~otts:_ ~ha.~e:_ _ -- ~-mail; cr~vl~(a~jea.cam ar seL~*rci~2(c~,jea.coin or res©~~ c je~.ca~a HP Officejet 7410 ." Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Feb 06 2007 1:25PM Last Transaction Date Time 7vpe Identification Duration Pages Result Feb 6 1:21 PM Fax Sent 96657372 4:06 11 OK HP Offlcejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904-247-5845 Feb 15 2007 11:30AM Last Transaction Date Time Type Feb 15 11;27AM Fax Sent Identification 96657372 Duration Pa es Result 2:59 6 OK t r t~`~`~. f~~ i ~~ 1 ~. CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 2A7-5826 Application Number 07-00000035 Date 2/01/07 Property Address 1160 BEACH AVE Application type description ELECTRIC ONLY Property honing TO BE UPDATED Application valuation 0 ------------------------ A desc ------------ ---------------------------- ------------ temp pole a d new service far main address only Owner Contractor ~ ~~ MULLEN, STEVE OWEN ELECTRIC CO INC a 1160 BEACH A`-ENUE 1775 LAKESIDE AVE ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32084 (904) 824-9940 ----------------------- Permit ------------- ELECTRICAL ---------------------------- PERMIT ------------ Additional desc . Permit Fee 105.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 7/31/07 Fee summary ----------------- Charged ---------- Paid Credited ---------- -- - Due - Permit Fee Total 105.00 -------- - -- 105 00 .00 ---- - .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 1 5.00 .00 .00 0 o~N Q ~°,° '~~'~ °'10 ~° ~, ~t ~O a~h~ ~I ~{' "~~o-~aq~' ~~(w~ PERbIIT IS APPROVED. ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUII.DING CODES CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptna,coab.us Application Number 07-00001049 Date 7/23/07 Property Address 1160 BEACH AVE Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc early power ---------------------------------------------------------------------------- Owner ------------------------ MULLEN ATLANTIC BEACH FL 32233 Contractor ------------------------ OWEN ELECTRIC CO INC 1775 LAKESIDE AVE ST.AUGUSTINE FL 32084 (904) 824-9940 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 300.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 1/19/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 300.00 300.00 .00 .00 .00 .00 .00 .00 300.00 300.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORll)A BUILDING CODES. ~ ~i'i,:~L'J:r~ J~ J ,~,:.>~:~~:.. ~~~~~~ ~ ` EARLY POWER AGREEMENT & RELEASE J 1 ~~•~, ~ ~ :~~ ~` ~~ CITY OF ATLANTIC BEACH JIiS ~r EIectric power is requested now under the conditions and terms of this fully executed Agreement & Release Job Address: l l ~ ~ ~C.~1 ASE Permit No. n C'.--~ L(S ~~ Service Type (Circle One): Overhead Underground We, the undersigned General Contractor and Electrician, understand and agree: 1. "Early Power" is ppurely for our construction convenience, it is not required by Codes and does not substitute for Final Inspections or the C/O (certificate of Occupancy~fFiat must be issued before occupancy, and as such is at the discretion of the Buildmg Official. 2. The City of Atlantic Beach will make a special inspection prior to, the early power energizing. All rough inspections must have prior Approval, including meter base connectons. 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the early electric service. Such action is expressly prohibited and penalized by The City of. Atlantic Beach Ordinances. A violation of this Agreement shall result in a request for prompt removal of electric service after atwenty-four hour notice. 4. "Early Power" release authority is the Electrician and/or the Contractor and must not occur before: a. Equipmeet, devices and fixtures are installed (or blanked off) safely. b. Panel is complete with breakers and cover, and (labeling required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical check. e. Meter can is permanently marked with address. f. Temporary address numbers displayed (Permanent numbers are required far C/O). 5.. Pay $300. administration fee, any reinspection fees and any outstanding requirements must be satisfied prior to release. 6. This fully completed form is to be submitted to the Building Department by hand, mail or fax. 7. I+ uture such Agreements will not be accepted froffi those who violate any one of the above items. CONTRACTOR ^. C j ~_NIuV /l~ DAT'E D~r, 3-~~] PRINT NAME \ TE J E ~ . M ~ I.~,G~J ELECTRICIAN OV11~.N fit,?~(LZ-~ DATE 0~~3-~'1 PRINT NAME ~1 E ~aH~ Mil 800 Seminole Road, Atlantic Beach FL 32233 Phone: (904)247-5826 Fax: (904)247-5845 http:/hvww.coab.us revised 11.29.05 CITY OF ATLANTIC BEACH 800 SElVIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 07-00000119 Date 2/15/07 Property Address 1160 BEACH AVE Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc NEW SERVICE MAIN HOUSE 200 AMPS 240 VOLT ---------------------------------------------------------------------------- Owner ------------------------ MULLEN 1146 BEACH AVENUE ATLANTIC BEACH FL 32233 Contractor ------------------------ OWEN ELECTRIC CO INC 1775 LAKESIDE AVE ST.AUGUSTINE FL 32084 (904) 824-9940 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 105.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 8/14/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 105.00 105.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 105.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Sent By; OWEN ELECTRIC COMPANY INC; 9048244067; Feb•1-07 10;55; P2ge f/1 • 'Mar' 24 •04"''~1`O z ~i~'la C l t~ of Ht l lih'ti o 8teie~'h' • HY' •'~"~ - •~':::,•:Y .. .. • .• .; .r • CITY OF ATLAl~'~"IC BEACS ~~ ~~~~~'~~~~~ ELECT~CAL ~'EE~H1T ApPLICATI4N Date '~ --J --C"a 7 Property Addttaa: Ll~(2 .h~r~GL ~ ~........_ Owner: ~~~p ~'Ir.~l let ,,_~_„~ TeLephos~ #: Coutnt:tor: Telepbont: if: ~2Y 9~y~ ~~ Contractor Addreaa: L27S_L~+,~~~clr /~!/r!, P"I F:: ~i: ~t~-~b6 ~ In emisiden8ort penr-it Sven 6r ddn6 tfit work ~ deeaibed n the ^bave stetsnteet, wt ltetsby later to Mt said work in saoordsnoe with the smadted pisoe end spotafitaeions which sr~c s part hereo[snd is ecoardanoe with ere Crq~ of Atlantic Beach of lined therein. HnildiuR: ~ New Q ..~iid - ~/ Re-wlra ingTrpe: G lcr ResidWOe em 0 Commetciol gas a Addi6oa Sq. Fr. $ey-~e: tA' Dkyy. •O Incrwc O Repair tf N~a aanseeetioe a doMrteaN an Ws buit(~s ai11i't~o''e°a~ra` . Pwsit ~: ire: O OPPER Swite or Breaker AMPS PH W VOLT RACE WAY Service Sine AMPS PH J W VOLT RACE WAY eedea; NO. ~ NO SIZE NO SIZE Ligbtiag Otrtleb CONCEALED OPEN ticks CONC ALED ~ OWN . S a lntnaderceltt • aos~aceal. d: .v, Fbtad BELL A litaeces TRAN3PER. Ait Coadiliottirt H.P.RA ~ GOAD'. MOTOR N.. RA OTF~R MO ORS AIrQS CEII.INd HEAT W- AT Malort 0.1 Hp. LTA PH N OVER t H.P. RHS Traas~ocrnas NO. KVA N0. 1CVA o.Ncoa_TcansL B~. S A~iacellaoeous .. S00 SesiaoN Aead - Atkstk aeecM, lttorlda S223S~fIS Plt~e:•(901j2d7-Sg00. Fa:: (fOh247.SNS. 6ttp-J/www.el.tatldnti~.berek.fl.w HP Officejet 7410 Personal Printer/Fax/Copier/Scanner Log for Information Systems 904247-5845 Jul 23 2007 2:09PM Last Transaction Date Time T~ Identification Duration P es Result Jut Z3 2:08PM Fax Sent 96657372 9:45 4 OK {~~L!'ril~_.: r ..~~. r ~ o.,, I _~.~;' ~, ~.-~_': CITY Off' ATi..ANTIC BEACH .ELECTRICAL PEitMi'~ APPLICATION ~_> Date: ~ `~~ ~'~ r Property Address: jj.~2 _ /'II~.~-7~3 /~~/~'.,~~ t.! Owner: ~~~'!1~'_ ~G~jj°~;' Telephone #: Contractor:.Q.~-i.~F~-2 r~,jc°f7`7'l~c~ ~'.,~'7 Telephone#: ~?~j"°~,jQ ~~~~r~i~ Con#ractor Address: ~ f~r'.c°_ ~~:~~';"~. f~~. ~/ Fag #: $0~ `1~ ~j Contractor Si nature: In consideration of permit given for doing the work as described in the above staAement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance, with the City of .4t[2ntic Reach ordinance and standards of ood ractice listed therein. $u tng: 0' New ^ Old O Re-wire Bn' iag Type: ^ Trailer Residence ^ Temp. ^ Commercial ^ Signs ^ Addition Sq. Ft. Sen~% e rte' New ^ Increase O Repair ~ f If oiber construction is being done on Phis building poerm number:build]ng ~(~ -~~~ ~'r!'SeIS'~ Conductor Size: ~ {TAMPS; ~(j COPPER ALUl~D13[IM Switch or Breaker AIyIPS _ PH W ~j VOLT,~'~~ RACE WAY Existing Service Size AMPS PH W VOLT RACE WAY Meter Number Feeders; NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches I Incandescent Fluorescent & M.V. Fixed fl-r ~ ~-PS o~rER BELL A Lances TRANSFER. Air Conditiortiat H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEII.ING BEAT KW-HEAT ~4ators 0-l KP. VOLTAGE PH NO. OVER 1 H.P. PHS UNUER60~V O'VER600V Transformers NTO• KVA NO. KVA No.Neon Transf. Ea, S i Miscellaneous ~ ~ ~ f..G" 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (9Q4) 24^-5845 • htt~'-•iiw~vw ci.atlantic-beach.fl.us Revised 1104 i OFFICE E~PE~~T~E PURCHASE REQUEST FORM NAME OF BUSINESS: ~.~`~-~ ~~"_~~ ~~`~~'..~~~~ t~G ~3~c~r:,~'~ DESCRIPTION OF ITEMS : ~~~~~„~ ~- JOB NUMBER: ~,7~ss°~'HASE: ~ f2 COST TYPE: Q G/L ACCOUNT CODE # ~-ate - TIC _~~ TOTAL AMOUNT OF CHECK (W/ TA~~: l~a~` COD CHECK NEEDED BY: ~ _ /,~ -~`~ OPEN ACCOUNT PURCHASE ORDER #: CREDIT CARD PURCHASE ORDER # REQUESTED BY DATE REQUESTED AUTHORIZING SIGNATURE DATE AUTHORIZED / f-~ ~''l.iJ~1~ s ; CITY OF ATLANTIC BEACH '' _ _ =' 800 SED~IINOLE ROAD ATLANTIC BEACH, FL 32233 ~` INSPECTION PHONE LINE 247-5826 Application Number 06-00034545 Date 1/23/07 Property Address 1160 BEACH AVE Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation 300000 ---------------------------------------------------------------------------- Application desc adddtion/remodel ---------------------------------------------------------------------------- Owner ------------------------ MULLEN 1160 BEACH AVENUE ATLANTIC BEACH FL 32233 Contractor OWNER ATLANTIC BEACH FL 32233 ----------------------- Permit -------------------------------- BUILDING PERMIT ------- -------------- Additional desc . Permit Fee 1060.00 Plan Check Fee 530.00 Issue Date 1/22/07 Valuation 300000 Expiration Date 7/21/0? - ----------------------- Other Fees -------- - ------------- . ------------------- WATER IMPACT FEE -- ---- --------------- 410.00 - ------------- Fee summary ----------------- ------------- Charged ---------- ------------------------- Paid Credited ------- -- - --------------- Due Permit Fee Total 1060.00 - ----- - 1060.00 --- - .00 --------- .00 Plan Check Total 530.00 530.00 .00 .00 Other Fee Total 410.00 410.00 .00 .00 Grand Total 2000.00 2000.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WTI'H ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUH,DING CODES. ~v NOTICE OF COMI~~NCEMENT State of ~~ /11 Tax Folio No. County of ~ ~f~ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. /~ Legal Description of property being improved: f ~"( ~d f3(~ L[ ~ , ~~~~~}[t~, ~LA-"( gtlalL [0 QMrF Address of property being improved: I,(.~p g~ ~} /4\/ E General description of improvements: /~ DDS-?Zr)N aT- ~ ~tL~ , ~_~?l.Y f~M , ~ra~~MST Name: Doc #2006434670, OR BK 13707 Page 341, Contractor: ~ LF Number Pages: 1 Filed 8 Recorded 12/18/2006 at 12:53 PM, Address: RI CORD NG $10.00 CIRCUIT COURT DUVAL COUNTY - Telephone No.: Surety (~ ~Y) .~~?~ E Address: Telephone No: Fax No: Amount of Bond $ Name and address of any person making a loan for the construction of the improvements Name: ~A~IL dF ~~.?-L~1 -- Q.E~P S~~L~ (,~_~!f Address: 3 0 \ iJ 3 R~ s'j i /~J C$[InNI E ~ ~AG~4~ ~ ~~a G(~ Phone No: ~OL1- t-[ 01 -I u ~~ Fax No: qtl t~ - ({ [l~ -/ ~~~1 Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: ~~~~ VAN Address:4(,o STtnR.~?~vA,nft $T .~Lq,AfI?.C,_ ~~4}~p(_ 3~a?~ Telephone No: qpl,(- $$S -I"~S ~-1 Fax No: 90u -$ SS^1 ~S ~ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: ,.,,, ~C / Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: l ~ ~ ~ `~' Before `,, this ~~_ day of in the County of Duvaf, State ~.~ Of Florida, has personally appeared 2 U I ~ ~,v ,, ELISA BAKER Notary Public at Large, State of Florida, County of Duval. ~ ~'~ Notary Public, State of Florida My commission expires: '(~ G H '~~ 2. Cj i ~ Commission# DD548124 Personally Known: or My comm. expires May 3, 2010 Produced Identification: ~ ~ >3r r.' V ~ S ~ C ~ ~- - Fee Simple Titleholder (if other than owner): Nb~E ~~ NOTICE OF COMMENCEMENT State of ~~~ Tax Folio No. County of ~~fJ~(.- To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. /~ Legal Description of property being improved: 1 b'C l0 ~(vC 4~~~,iC4~{~~t~~LA-? F~Od [~ Q~ Address of property being improved: ~ ~ (~g~lt-f b.} ~ J General description of improvements: h DDS-7Zr)N off- ~~-{1,~GE ~~~}~v.Zly f~M Ta_~,(~ k wl,S~_ Name: Contractor: ~c `F' Address: Telephone No.: Doc #2006434670, OR BK 13707 Page 341, Number Pages: 1 Filed 8 Recorded 12/18/2006 at 12:53 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Surety (if any) ~~~ f - Address: Telephone No: Fax No: Amount of Bond $ Name and address of any person making a loan for the construction of the improvements Name: (3ArItL dF ~~~11?R~-L~1 QEP SZFJ_~1~~^1~ Address: 3 0\ ~1 3 R~ $'T ~ /JEQ?'InNE ~ EAG1~ . (2 3~a ~„ Phone No: 801,1.- u 0'~ -(U f~l Fax No: ~ y - t~ y'Z -~){g"~ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: ~~(r"S p~1~'~JV Address: -~1(,p STin R. ~ ZN~t ST . ~ LA./JZZL ~[~~F~yL_ 3aa ~~ Telephone No: X1.1 - g$S -I'aS L[ Fax No: 90L( -$SS"1 ~S`~ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: ~~, ,~C / Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a specified): THIS SPACE-FOR RECORDER'S USE ONLY OWNER Signed: Date• ` ~ ~ ~ Before; this ~~ day of - in the County of Duval, State Of Florida, has personally appeared ~/'2 ~-+ /N U i ~~I/1 ~,r a ELISA BAKER Notary Public at Large, State of Florida, County of Duval. ~~ Notary Public, Siate of Florida My commission expires: ~ G ~1~(j ~ ~ Commission# DD548124 Personally Known: ~ or My comm. expires May 3, 2010 Produced Identification: ~ '~ jr ~: V ~' S `C ~rI Fee Simple Titleholder (if other than owner): _L2L1 ~- ~~ ~ ~~ ~ - ~ ~~ CITY OF ATLANTIC BEACH r ~~ --.~..V~ PLAN REVIEW S ;,~ ~ dig Department W Utiiitfes Departments ~0 S ole Road 12 an e Atlantic Beach, Florida 32233 Atlantic Beach, on 32233 .(904) 247-5800 (904) 247-5834 (904) 247-5845 Fax (904) 247-5843 Fax PLAN REVIEW CONIlVIENTS Permit Application # ~ r~ '" .~~55/.~" Properly Address Applicant: Project: 1/~0 ,~3~Ac~ ra+~~ T,his~permit application has been: U Approved as noted by the Department. Final application approval mast come from the Building Department. ~ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the them. Building Dept, Public Works and Utility information at top of page, failure to notify the co ct department may delay your emit from being issued. ___ Reviewed By: Date: Date Contractor Notified: ~., , ~, `' .a ~: TM ~.. ~...~., a3 .f ~_s1;y ri . ,.~ r . ` ~~ ~\~~ CITY OF ATLANTIC BEACH .; k.'-~.~:.,~ ~ PLAN REVIEW SHEET _ _ _ ~,. Building Department Public Works & Public Utilities Departments ~"J';1~`+ 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 {904) 247-5800 (904) 247-5834 (904)247-S84S Fax (904)247-5843 Fax FLAN REVIEW COl~~IlVIENTS Permit Application # ~ ~0 ' ~~~~~ Property Address / l ~ ~ ~~~ ~ ~ ~ ~~ Applicant: ~~ ~ 1 ~~ -r~ Project: ~f,~~d rn -- T,..h_is~pe/rmit application has been: ~'" Approved as noted by the Z~~~ ~ Department. Final application approval must co from the Building Department. 0 Reviewed and the foIlowing items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. ,~ Reviewed By: Date: Date Contractor Notified: ~' ' ~_ CITY 4F ATLANTIC BEACH z:i ~, . '~~-~~~.:: PLAN REVIEW SHEET ,: J;3l3~' Building Department Public Works & Public Utilities Departments 800 Seminole Road. 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atiantic Beach, Florida 32233 {904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW CU11tiMENTS Permit Application # d lp f ,3~j~~/.~ Property Address / l ~ d lv~ld C /~ ~ t~~ Applicant: Project: ~f ~~ a~ /~~7~ >-~ -- This permit application has been: r~A" ~~ Approved as noted by the ~~J ~ Departmenk Tmal application approval mast +eome from the Building Departnpenk ! ~ ~ Reviewed and the foDowin items need attention: g P ide erosion nd maintenance rovide on-site orks estimates excess runoff (. and sediment control schedule. storage calculations approximately 4.$d CF CDR 24-66(b)). plans with details and plan. Public storage required for Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public W orks and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. ~...~ Revilewed By: Da {~. ~ ~ ; ~ ~~N ~ Zed f~~• Date Contractor Notified: O S,.r r~~~7 , ~r 3~~° _ ~ r~ !.YS~~J j~ ~~~. ,~ ~ , CITY OF ATLANTIC BEACH T ~ PLAN REVIEW SHEET J VN Building Department Public Works & Public Utilities Departments ~~ J'31>r 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247-5834 (904)247-5845 Fax (904)247-5$43 Fax PLAN REVIEW COMMENTS Permit Application # Q ~t7 ' .3~j`~5" Property Address ~ ~ (f~ ~ ~~A L' N ~ ~~ Applicant: Project: '~'r7 a ~ ~,: -r~ . Chu t>ta u is afety This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. ~ Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. Reviewed By: Date: d , ~ ~ -~~. Date Contractor Notified: JA~~I ~„ ~ ~~Q~ CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax: Routed to: Hu-fstetle oerr R. Carper D. Kaluzniak Public Safety Jax Fire dept. PLAN REVIEW COMMENTS Permit Application # ~ (~- ~ ~y5~5~ Property Address !1 ~OD ~;1,C1~{~ ~'T(/~ Applicant: /~l-«~' ~ W/~~i~-- Project: V! l ~~~~ V ~~ a ~ ~~ --, Review Result (Circle one)• p r Disapproved Approved w/Conditions Review Initials/Date Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions or Comments: Building Dept, Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application # f/`y ~' L~y~~_ Property Address ~~[~~ ~[Jsr~C~ Applicant: Project: ~ Reviewed and the following items need attention: Routed to: R. Carper D. Kaluzniak Public Safety - c c ~ ~ ~ Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the co ect department may delay your per it from bein issued. Reviewed By: l/ ~ Date: `~' Date Contractor Notified: 't'his rmit applscatton nas been: Approved as noted by the Department. Final application approval must come from the Building Department. SOUTHEASTERN STRUCTURAL CONSULTANTS. INC. 460 Sturdivant St, Suite 462 Atlantic Beach, Florida 32233 (904) 855-1254 Office (904) 855-3210 Fax southeastern arch_eng@comcast.net MEMO DATE: FROM: TO: RE: 02/21 /0'7 Steve Mullen David K. Hufstetler Building Official ~~,~ s i_._ s; Change of Structural Engineers on Building Permit 06-00034545 MESSAGE: It is my request chat Anatoly D. Lunin, PE, be assigned to the above permit # 06-00034545. I am also, submitting a new set of Structural and Truss Engineered drawings Ifyou have any questions, please call me at 463-399$. Thank you in advance, eve Mullen Owner FILE COPY February 16, 2007 RE : MULLEN RESIDENCE 1160 Beach Avenue, Lot 10, B1.43 Atlantic Beach, Florida To Whom It May Concern: This letter serves as the engineer's acceptance of the following: Under each end of existing steel beam W8x_ provide 4x4 post and under each post provide 24"x24"x12" footing w/3-#5 each way. Saw-cut existing slab and set 6" into epoxy into existing slab (2)-#5x12" dowels each end. Please call me directly at 904-997-1605 if you have any questions. Sincerely, Anatoly D. Lunin, PE Structural Engineer FL. License N0. 60840 FILE COPY MULLEN ,RESlBcEN 1~ F31, 43 .Beach Avenue Florida ~ 1160 Atlantic Beach, .~ t+)42 PSF 1.W x_)45 PSF INTERItiR ZNNE r_ 1'-10' 1'-2" PRESSUREt-)~ 114.83' /16')="45'22PSF MAX, AVE + ~-)g5PSF x ~-)48PSF x X1.17 I16 ) MAX. AVE PRESSURES+)~ + 42PSF x 114.83' /16')=+42PSF 42PSF x 11.17 /16 ) LUNIN E ANAT~LY D 60840 FL, LICENSE N 02/16/07 rr rr D ~PQS~RE C -PART/E~~~~SE r R ~A~ ~~Lq T1~N GARAGE D~aR SNALL BE RATED FaR A MINIMUM D 45 ~ pSF PRESSURE OF t+)42 PSF ~' ~` ~'~ `~' CITY OF ATLANTIC BEACH sz~ '' rJ 800 SEMINOLE ROAD +, `~` ~'`~ ~, ATLANTIC BEACH, FL 32233 ~ ,, INSPECTION PHONE LINE 247-5826 "! ~13~~~ INSPECTION EMAIL REQUEST: Application Number 07-00000517 Date 5/18/07 Property Address 1160 BEACH AVE Application type description FENCE PERMIT Property Zoning TO BE UPDATED Application valuation - 1000 ---------------------------------- Application desc ----------------------------------------- replace existing fence - 6' ----------------------------------- ----------------------------------------- Owner ------------------------ Mullen, STEVE 1146 BEACH AVENUE ATLANTIC BEACH FL 32233 Contractor ------------------------ OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit FENCE PERMIT Additional desc . Permit Fee 35.00 Plan Check Fee .00 Issue Date 5/01/07 Valuation 0 Expiration Date 10/28/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 35.00 35.00 .00 .00 .00 .00 .00 .00 35.00 35.00 .00 .00 PERMIT IS APPROVED ONLk' IN ACCORDANCE WITII ALL CITX OF ATLANTIC BEACH ORDINANCES AND THE FLORIIDA BiJILDING CODES. r' e:~r-a, ~~ ~~~ 1R CITY OF ATLANTIC BEACH -~ J PLAN REVIEW SHEET ~~ .:~ Building Department Public Works & Public Utilities Departments ~'" `~-' ~ ~ ~ ~ 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 F PLAN REVIEW COMMENTS ' , ~~~ ~ 6 ~~,, , ~~ Permit Application # ~~'' ~ ~~~ ~' /J Property Address ~~ ~~ ~-~~~~v ~`~~ '~ Applicant: Project: Routed to: fstetl a Public Safety Jax Fire dept. ~~ Review Result (Circle one): rov d Disapproved Approved w/Conditions Review Initials/Date y ~ ~ Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone o~ Conditions or Comments: Building Dept, Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. ~tl''~'r BUILDWG PERMIT APPLICATfON ' -~-_ ~ ' CITY OF ATLANTIC BEACH ~.~~ ;.y, J;l,~ $00 Seminole Road, Atlantic Beach FL 32233 Office: (904)247-5$26 ~ Fax: (904) 247-5845 Job Address: ~ ~ r~r1 ~ ~ ~c~.~ ~ y ~ Permit Number: Legal Description Valuation of Work (Replacement Cost) $J„C~t~~~ ^ Class of Work Circle one): a Addition Alteration Repair ^ Use of existingsproposed stru s Cu'ck one): Commercial esid ^ If an existing structure, is a fire sp~er system installed? (Circle one): N /A ^ Is approval of homeowner's association or other private entity requiredl? (Circle one : Yes (J Describe in detail the of wo to ,wormed: ~P~E E'~tT/~4"~ 5~47`'v~ ~c~'~^' ~~°'~`=tr s gni4 7cKS'?'kti. to ttE- ~~ ~oo l.. coN'tv~E E,~CZCtzvG- Pd~-v~'CY Cf ant No{Z7H sZ~E'~6 ~ 0 4 FAST oir 6 ~ ,~- C.E, ~~CE ~o ~ bo~~ a M Q A2Ca ~JLTH Td'P ~roae~ ~er ~ation ~~+9rt,2A GkP -to n~kz~ y Ex~T2t/~,- Name• ~ h N Address:~ AD'G•15~~ ST City State~Zip _~~,~~,Phone q d4 - l1(2~ 'I3 9' ~'" Contractor Information: ~ i"F~-t SwB~2't7$~ v-T1.~~} ~~~ Name of Company: S~ L.F- ~0 W 1VC'Q. g (ham Address: City _„ State Z Office Phone ~/- Job Site/Contact N State Certificati e~istration # ce Fax # Die & Phone # s Name & Phone # Application is hereby made to obtain a permit to do the work and installations as indicatea: I certify that no work ar installation has commenced for to the issuance o a ermit and that all work will be rformed to meet the standards of all taws regulating constructio ~ thts~urisdiction. 7~is~rmtt becomes mill and void ~ork is not commenced within six (6~ months, or ~t construction or work is suspended or abandoned, for a period of six~~~(6) months at arty time der work is commenced I understand that separate permits must be secured for Electrical Worly Plumbing, Signs, Wells, Povls, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etG WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IlvIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY .BEFORE RECORDING YOUR NOTICE OF COMIVIENCEMENT. thereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this atyppee of work wt'll be complied with whether speci,Pied herein or not. The granting of a permit does not presume to gyve authority to violate or canf~ the provisions of arty other federal, state, or local my regulating construction or the performance of r~onstru~t~~~'/ Signature of Property Owner. _['~/N K . ~ `G....,~igw~tu~a~Contractor; Swo and subscrib ~ me ~ ,~ Sworn to and subs ' ed before me this ~ Day of ~ C~~ a this Day of Notary Public: ' "°",, , ,'p„~1~Tsp`~''c; ~ - ~ = ''~+~-!' Commissbn Expires Feb 14.2011 Commission # DD 518533 REVISED 03.05.07 "" P.onded 8y NaUOnal Notary Aster, MAP SHOWING SURVEY OF LOT 10, BLOCK 43, ATLANTIC BEACH CORPORATION A REPEAT OF MAYPORT TERMINAL, AS RECORDED IN PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA SCALE: t" _ ' / / --ter 6EACH AVENUE (40' RIGHT-OF-WAY PAVED) W WQ 3 L~ tn0 H V ! l L7 o' = o Nv ~"' FOUND 1 f2" IRON PIPE. NO CAP ~5 00 6 ~ 50 06' ~ ~, t ~• N t` .d. y 1 1 i~ d' ~~ ~ ~ ~~ - N 1 •\ N NEW CONCRETE 7.6 v ~~/ FOUNDATION 6.5' 30.3' t °o I LOT 11 v LOT 12 ~ r TWO STORY ~ ~ `- ;~ FRAME RESIDENCE r N No. 1160 l ~ CONCRETE A/C PADS ': ~.i ~. ,~:. u 4~ ~ ` 4 n ,, .O~ ~ D.y; ,I~~~o FOUND 1 /2" IRON '` ,\i-~.7' PIPE, NO CAP I k FOUND 1/2" IRON PIPE. NO CAP ~~ .p~ 0~ ~-~ r-1.3' 0 F a o ~ z ~j N 4. W z_~ 30.0' r~ r" ~ 6.7' i ~ CONCRETE SLAD CONCRETE BLOCK COLUN{N5, 7KpICAL~ • ! FFh1~t- i q' ~NG~'~_1 is - C 6' 50.56' (FIELD) so.os' 50.00' 50.06'(FIELD) ~3~, S~ O w ~~ S.~j. LOT 9 ~~ ~ •- ~ V f '?FOUND 1/2" IRON 0.5' I PIPE, NO CAP r: t, 'rf r~Jf/=~J t 4 ~~` ~ s, CITY OF ATLANTIC BEACH -. ~ PLAN REVIEW SHEET J ~ ~r ' , ~ ~ Building Department Public Works & Public Utilities Departments "~'~>>r 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application # ~ ~' a~ Property Address Applicant: Project: APf~ ~ ~ ZC10) Review Result (Circle one .Approved Disapproved Review InitialslDate~,r~ ~~~tYf,~ ~1 ~ Routed to: Chi stet) u Public Safety Jax Fire dept. Approved w/Conditions Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Mag. Occupancy Load Fire Sprinklers Required Flood Zone Conditions or Comments: Building Dept, Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. rr"'1'~r~~ ~ BUILDING PERMIT APPL{CATION .~'+ ~ ~1 fir..: ~b ' _ ~ CITY OF ATLANTIC BEACH ;,y,l31or 800 Seminole Road, Atlantic Beach FL 32233 ' ' - ' Office: (904)247-5826 • Fax: (904) 247-5845 Job Address: ~~~[~ ~~~~ ,~'~ E. Permit Number: ~./ L'~'- Legal Description ~,~Q f.~,q~~~.tt~"~j~ .N ,A(.~rT ~1~ b , QCr 1 . b~u~ViK.C~trtNXtl r ~• _ ~--- Valuation of Work (Replacement Cost) $ f a t~ o • Class of Work (Circle one)• a Addition Alteration Repair • Use of existinglproposed stru s Circle one): Commercial esid ^ If an existing structure, is a fire sp~er system installed? (Circle one)• es N /A ^ Is approval of homeowner's association or oilier private entity required? (Circle one : Yes ~` c,r.~ Describe in detail the to k~ ~~ glvb_ 7WS'Tkk. ~r- City State~Zip ~~;~;~.Phone ado - ~1h~- Contractor Information: Name of Company: S (~ OWAIEQ.. ~~ Ahd'iie & Phone # s Name & Phone # Fax # Application is hereby made to obtain a permit to do the work and installations as indicated I certi, fy that no work or installation has commenced prior to the issuance o~f{a permit and that all work will be rformed to meet the standards of all laws regulating construction rn this,jurisdiction. This permit becomes moll and void ork is not commenced within six (b) months, or if construction or work rs suspended or abandoned for a period of six ~6) months at ate! time comer work is commencdc£ I understand that separate rmits must be secured for Electrical Worly Pla~nbing, Sigmas, 1Wells, Pools, Furnaces, Boilers, Heaters, Tanks and it Conditioners, etG WARNING TO OWNER: YOUR FAII.URE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IlvIl'ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY .BEFORE RECORDING YOUR NOTICE OF CO1VflViENCEMENT. Ihereb certify that I have read and examined this application and know the same to be true and correct. All rovisions o laws a~ ordinances governing this of work wT`II be complied with whether specked herein or not. The wanting o fa permit does not presume to gyve aut ority to violate or the provisions of any other federal, state, or Local rarv regulating construction or the performance of constructiy~y~ Signature of Property Owner. ~,,1 Swo~j and subscnb me this r- ~ DaY of ~i__,~t Notary Public: REVISED 03.05.07 iGXZ~TWG- CE ant No{t.Z'H 52DE~ o~ 6 t~a't ~~ GE. • ~~GE To ~ bd~ a N RoA2a ~t2TN Td'P Sworn to and suF this Day of ~Y Cron Expires f-qb 14.261 Commission ~ DO 5185$3 Bonded i3y National. Notary Aatt1, before me MAP SHDUVING SURVEY OF LOT 10, BLOCK 43, ATLANTIC BEACH CORPORATION A REPEAT OF MAYPORT TERMINAL, AS RECORDED IN PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA SCALE: )" = ' 6EACH AVENUE (40' RIGHT-OF-WAY PAVED) FOUND 1/2" IRON PIPE, NO CAP ~5 00 fi T 50 06' ~>. ' _ ~~ I ~ a' WOOD t En.Cr N l ~~ . '\ a ct 1 I 1 1J..I ~ 1~-~ ~ _ 1 N 3 ` o O 6.5' ~ w ~ O ~` ,^' ~ LoT » v~ v , ~ LOT 12 ~ s- _ r- ~ ~ I ~r ~~ ~ ~ ~ C N l 6C 50.56' (FIELD) 50.06 ~~ 4~ v'•, p~`L i7 'd' 19.9' N ~° ~ NEW CONCRETE ~ 7,6' `}S• FOUNDATION 30.3' i° '`' a a 4. TWO STORY N FRAME RESIDENCE No. 1160 FOUND 1/2" IRON PIPE, NO CAP .3' O o M ~. z ~ N rrjv LOT 9 z ~ ~ r ~r ~ 6` CONCRETE I 5LAD CONCRETE BLOCK COLUMNS, 7Yi'ICAL 0e ;; !t' ~ ~ ' f ~ ''mod e ,,, `L `~ !W POOL i iO CJ (llNDER CONSTRUCS40N) I i~ ::. Q~ +} O ~~ f ~ ~ 7 1 50. 0' I~ 0.9~ ~ 50.0 ,{~ - *" ' • -' '- '~ ~, ~~.rr~ f^LNCE __, _ _ ., ~ ~ _ .- t FOUND 1 /2" IRON NO CAP 0 5 i PIPE I- ~( ~ 50 00 , FOUND }/2" IRON PIPE, NO CAP 0.?' ~ I . 50.06'(FIELD) r i k `.~ BEACH AVENUE (40' ~I,HT-OF-WAY PAVEG) FOUND 1/2" IRON PIPE NO CAP S~'S~' ~F~E~D~ 50 06 FOUND 1 /2" IRON --~- , _ . /I PIPE NO CAP ~ s • V T , _ _ o.os s0.os~ ~, _ _ ~~ ~\ 1 - ,G~ ,. - I ~ r, ,1 °~ ~ ~~ ~ ~~ i ~- ~~ _ - _ -~ ~---~ '"_ ~ -~ ~_ ~ ~`+ NEW CONCRETE • W 6'~ l- FOUNDATION 7.6 ~s. 1-3 Q ~ N i I ~ ~. 6.5• 30.3' n Il u_ 4 ~ J w O ~ ~ 8.6 4.5 ~ I !n~ I ~ T i l o 0 Ow v ! z lOT 12 ~ ~ lO TWO STORY ~ :c /`7 ~ FRAME RESIDENCE o N ' ~.~j_ LOT 9 . ~- ` No. 1160 ~..-~ ~ ~ ~ W ~ N CONCRETE 8 6, A/C PADS 4,2 M '- `,~ I 30.0' ri 6.7' ' ~ CONCRETE SLAB CONCRETE BLOCK 1 COLUMNS, 7YPICAI~ r--~ ~,. P O O L i I cw~o>_a coNSTaucnow) ~~' O C' ~ ~ ~ o ~, e SHED ,; . ~~, ~ , , - ~ •, „_ .; ~o , ~ ~ } - - ; FOUND 1/2" IRON ~ FOUND 1 /2° IRON ~ S0, 00 I POPE, NO CAP ~~ PIPE, NO CAP ~,0.0(;'(F1ELD1 SITE SGt ~ooT~GE S7S O sF D~~ ~ ~oME ~c>OTPQI.NT o~ a~o~ l s,r poo ~. ~. k a4 o sf NOTES: D2z~EwAY -~~'o sF 1}BOUNDARY DATA AS PER BOATWRIGHT LAND SURVEYORS, INC., DRAWING No. 2006-1566, q q SATED: DECEMBER 21, 2006. N~'[ CUVC-it.A(rE a 1~ 1 SF' 2)ANGLES AS PER FIELD SURVEY. 3)NO BUILDING RESTRICTION LINE PER PLAT. ~v~,r' Arm o ~•~~~ 5 ~, 5~j })NORTH PROTRACTED FROM PLAT. `~1'~i F- p 06-15-07 Building and Planning Dept, I am currently remodeling a home at 1160 Beach Ave under Building Permit # 06-34545. My original plans indicate a coverage ratio of 49.5% of impervious surface on the Lot. The pool designed on my original plan has changed and then was dug closer to the home than it should have been due to a CAD error on the part of the pool company. I have been to the variance board in reference to this error and was granted variance in reference to the pools misplacement (ZVAR-2007-4). The result is that I now have less impervious pool decking around my pool (70 sq feet). My original plan called for turf block on my driveway. I am requesting to change my driveway to standard pavers which would bring my impervious space to 50.56%. I realize this is slightly above the allowed 50% but only minimally and I do not believe it would cause any negative impact on surrounding lots/homes. Please consider my request and call me with any questions you ma have. Thanl~~.~ Steve and CY"rf8y Mullen Site square footage 5750 sf Home footprint 2229 sf Pool deck 240 sf Driveway 440 sf Net coverage 2909 sf ~C~T~TED JUN ~ 7 ~OOI ~`~`" ~~`. NOTICE OF CONIlVIENCEMENT State of ~1.cttL?~ ~ Tax Folio No. linty of ~ ~~/~ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: /,,,r_ "[_ td T f3t~~j( t,r~,r~~~ /~Fj-r- . QGA-T ~,ml(~ , ~' Address ofproperty being improved: ~,'(~.} ~If ~ General description of improvements: l1r DDZ72rJN o~ ~_~-Zlv (J.~M , r~_L3tr~.t?~.-~,$r--- ANA t7.J~_,~,ul,~l_~~ Address: interest in site of the improvement: Fee Simple Titleholder (if other than owner):. ~N~ Name: CUIItraCtUr: '~L (,~ Address: Telephone No.: Doc # 2006434670, OR $K 13707 Page 341, Number Pages; 1 Filed & Reccxded 12!1812006 at 12:53 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.Q0 Surety (~~y) ~.eIF- Address: Amount of Bond $ Telephone No: Fax No: ne and address of any person making a loan for the construction of the improvements Name: Address: _ 1ct~1- 1" ]Qt`[~ ~'~T ~, \ 1 1~-a'lr~t' Phone No: ~OLd .- ! [ O'~ --t U ~~ Fax No: 9p t,{ Name of person within the State of Florida, other than himself designated by owner upon whom notices or other documents may be served: Name: ~~~5 Pe~rl~tt.~'ZN Address: ~-S~ ~. D ?~/~(r___ ~" ~, X-7_(r~/tif ZZC~~~~'~'~'(_ ~? as ~ 3 Telephone No: gp1.l - $$S -!'~S L.,~- , Faac No: ~01.~ -~SS--1 a-S ~-1 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: ,.,., ,.sC Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the daze of recording unless a specified): THIS SPACE-FOR RECORDER'S USE ONLY OWNER Signed• Date: ~~~ ~ ~ Before ~ this _~ j~ day of in the County of Duval, State .~...... Of Florida, has personally appeared -E< U ,+ o EL1SA BAKER Notary Public at Large, State of Florida, County of Duval. Notary Public, State of Florida My commission expires: ~ G~ ~t 2 ~ G L O Commission# DD548124 Personally Known: or µY comm. expires May 3, 2010 Produced Identification• ~~ r' •~ V ~ S as provided in Section SUPPORT REPORT JOB D ESCRIPTION: 70259B d WIND ~~:` ""'ASCE 7 - 02 WIND MPH : 12 0 BLDG TYPE : PARTIALLY OPEN TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-# A1 34.000 5.500 WALL 0.000 18.250 ------ 1531 ------------------ -1160 Al --------- 34.000 --------- 5.500 --------- WALL -------- 33.542 ----- 18.250 1531 -1160 A2 34.000 5.500 WALL ---- 0.000 ---------- 18.250 ------- 1531 ------------------ -1159 A2 --------- 34.000 --------- 5.500 --------- WALL -------- 33.542 -- - 18.250 1531 -1157 A3 34.000 5.500 WALL - ----- 0.000 ---------- 18.250 ------- 1531 ------------------ -1159 A3 ---------- 34.000 -------- 5.500 --------- WALL -------- 33.542 ----- 18.250 1531 -1157 A4 2PLY 34.000 5.500 WALL ---- 0.000 ---------- 18.250 ------- 3781 ------------------ -2959 A4 2PLY ---------- 34.000 -------- 5.500 --------- WALL -------- 33.542 ---- 18.250 2169 -1704 A5 26.000 5.500 WALL ----- 0.000 ---------- 18.250 ------- 1194 ------------------ -925 A5 26.000 3.000 25.750 18.250 1103 -856 A6 26.000 5.500 WALL 0.000 18.250 2283 -1774 A6 ---------- 26.000 -------- 3.000 --------- -------- 25.750 ----- 18.250 2193 -1660 B7 2PLY 20.000 5.500 WALL ---- 0.000 ---------- 18.250 ------- 1709 ------------------ -1324 B7 2PLY ---------- 20.000 -------- 5.500 --------- WALL -------- 19.542 ------ 18.250 1644 -1274 B8 20.000 5.500 WALL ---- 0.000 --------- 18.250 ------- 868 ------------------ -688 B8 ---------- 20.000 -------- 5.500 --------- WALL -------- 19.542 ----- 18.250 835 -662 B9 20.000 5.500 WALL ----- 0.000 --------- 18.250 ------- 868 ------------------ -689 B9 ---------- 20.000 -------- 5.500 --------- WALL -------- 19.542 ------- 18.250 835 -669 B10 20.000 5.500 WALL --- 0.000 --------- 18.250 ------- 868 ------------------ -691 B10 ---------- 20.000 -------- 5.500 --------- WALL -------- 19.542 -------- 18.250 835 -677 B11 20.000 5.500 WALL -- 0.000 --------- 18.250 ------- 944 ------------------ -732 B11 ---------- 20.000 -------- 5.500 --------- WALL -------- 19.542 ---------- 18.250 - 842 -687 B12 20.000 5.500 WALL 0.000 - ------- 18.250 ------- 944 ------------------ -737 B12 ---------- 20.000 -------- 5.500 --------- WALL -------- 19.542 --------- 18.250 841 -675 B13 20.000 5.500 WALL - 0.000 --------- 18.250 ------- 944 ------------------ -746 B13 ---------- 20.000 -------- 5.500 --------- WALL -------- 19.542 --------- 18.250 842 -702 C14 2PLY 7.000 5.500 WALL - 0.000 --------- 18.250 ------- 2013 ------------------ -1587 C14 2PLY 7.000 3.000 6.750 18.250 1765 -1316 C14 2PLY ---------- 7.000 -------- 1.500 --------- NAILED --------- 7.000 ------ 21.214 198 -183 EJ15 7.000 5.500 WALL --- 0.000 --------- 18.250 ------- 398 ------------------ -249 EJ15 7.000 1.500 NAILED 7.000 18.250 110 -180 EJ15 ---------- 7.000 -------- 1.500 ---------- NAILED -------- 7.000 ------ 21.213 171 -247 HJ16 D4 9.899 7.778 WALL --- 0.000 ---------- 18.250 ------ 458 ------------------ -394 HJ16 D4 9.899 1.500 NAILED 9.899 18.250 436 -201 HJ16 D4 ---------- 9.899 -------- 1.500 ---------- NAILED -------- 9.899 ------ 21.195 209 -288 EJ17 7.000 5.500 WALL --- 0.000 ---------- 18.250 ------ 315 ------------------ -205 EJ17 7.000 1.500 NAILED 7.000 19.250 59 -180 -EJ17---- 7.000 1.500 NAILED 7.000 21.214--- --222- --- -- 7 1 ~~ L.~ Hu~8 9.899 1.500 NAILED 9.899 19.250 160 -180 HJ18 93899 1.500 NAILED 9.899 21.009 487 -534 CJ19 2~ 5.037 5.500 WALL 0.000 18.250 232 -180 CJ19 2R 5.037 1.500 NAILED 5.037 19.250 30 -180 CJ19 2R 5.037 1.500 NAILED -- 5.037 --------- 20.191 ---------- 167 -------- -193 ---------------- ------ CJ20 ---- 2R -------- 3.037 -------- 5.500 -------- WALL 0.000 18.250 84 -180 CJ20 2R 3.037 1.500 NAILED 3.037 - --- 19.562 ---------- 84 -------- -180 ---------------- ------ CJ21 ---- 3R -------- 5.037 -------- 5.500 ---------- WALL ---- - 0.000 18.250 319 -199 CJ21 3R 5.037 1.500 NAILED 5.037 18.250 75 -180 CJ21 3R 5.037 1.500 NAILED 5.037 ------- - 20.396 --------- 118 --------- -180 ---------------- ------ CJ22 ---- 3R -------- 3.037 -------- 5.500 ---------- WALL - 0.000 18.250 244 -180 CJ22 3R 3.037 1.500 NAILED 3.037 18.250 38 -180 CJ22 3R 3.037 1.500 NAILED 3.037 - -- 19.562 ---------- 59 --------- -180 ---------------- ------ CJ23 ---- 5R -------- 1.037 -------- 5.500 ---------- WALL ---- - 0.000 18.250 217 -180 CJ23 5R 1.037 1.500 NAILED 1.037 18.250 28 -8 -180 CJ23 ------ SR ---- 1.037 -------- 1.500 -------- NAILED ---------- 1.037 -------- 18.729 ---------- 65 -------- -38 -180 ----------------- Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: ITW Building Components Group, Inc. 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval # FL 1999 Page 1 of 1 Document ID:1T4J235-20905074623 Lumber Unlimited 702596-DERRICK WATERS/ DUVAL COUNTY -- 1160 BEACH AVE. (702598-DERRICK WATERS/ DUVAL COUNTY- 22 Florida Building Code 2004 and 2006 Supplement ANSI/TPI-2002(STD)/FBC Alpine Software,Version 7.22. The identity of the structural Engineer of Record did note seal date per Section 61G15-31.003(5a) of the. Florida Admi Roof - 42.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-02 -Partially Enclosed xist dstra ~Ck~ ~~,u ~- ,~ - ~. Notes: Seal ~atei~L~~/OS/200~' 1. Determination as to the suitability of these truss components for the structure i s the responsi bi 1 i ty of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 James F. Collins Jr. Florida License Number: 52212 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive On the individual truss component drawing. Haines City, FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the FOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: BRCLBSUB- Ref Descri tion Drawin Date 1 .24114 - Al 07033068 02/02/07 2 24115--A2 07033069 02/02/07 3 24116--A3 0.7033070 02/02/07. 4 24117--A4 2PLY 07033088 02/02/07 5 24118--A5 07033073 02/02/07 6 24119--A6 07033074 02/02/07. 7 24120--B7 2PLY 07033085 02/02/07 8 24121--B8 07033086 02/02/07 9 24122--B9 07033087 02/02/01 IO 24123--610 07033078 02/02/07 11 24124--811 07033079 02/02/07 12 24125--612 07033080 02/02/07 13 24126--813 07033067 02/02/07 14 24127--C14 2PLY 07033081 02/02/07 15 24128--EJ15 07033072 02/02/07 16 24129--HJ16 D45 07033071 02/02/07 17 24130--EJ17 07033082 02/02/07 18 24131--HJ18 07033083 02/02/07 19 24132--CJ19 2R 2L 07033084 02/02/07 20 24134--CJ21 3R 3L 07033075 02/02/07 21 24135--CJ22 3R 3L 07033076 02/02/07 22 24136--CJ23 5R 5L 07033077 02 02 07 IN1J UW~ YKtYAKtU YNUM I.UMYUItK 1NYU1 (LUAU) 5 U1MtNJ1UNJ) JUtlM111tU CY IKUJJ MhK. (702598-DERRICK WATERS/ DUVAL COUNTY 1160 BEACH AVE. Al) Top chord 2x4 SP #2 120 mph wind, 20.98 ft mean hgt, ASCE 7 02, PART._ ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=4.0 psf, wind BC DL =3.0 psf. Wind react ions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ~ CH ORD SPAC ING (IN OC) START(FT) END(FT) ~ Deflection mee ts L/240 live and L/180 total load. TC 37 -1.69 12.81 TC 39 12.81 20.81 TC 37 20.81 35.31 BC 50 -0.04 33.67 5X5= 5X8= 1830 3X6 (A1) 1 6 0 ~~• 13-0-0 8-0-0 34-0-0 Over 2 Supports R=1531 U=1161 W=5.5" 3X6 (A1) 1 6 0 E R=1531 U=1161 W=5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.25(1.25)/5(2) 7.22.11 ~ OTY:1 FL/-/4 - E/- - Scale =.1875"/Ft. **WARNING** TRUSSES RE OUIRE E%TREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING ANp Bft ACI NG. •• w L L 2 O O P S F R E F R 2 3 5 2 4 1 1 4 RF FER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 218 ~~ J . NORTH LEE STREET. SUITE J12. ALE%ANDRIA. VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LA NF, MADISON. NI 53]19) FOR SAFETY PRACTiC.FS PftIOft TO PERFORMING THESE FUNC110NS. UNLESS ~ *i V T C D L 7 0 P S F D A T E 0 2/ 0 2/ 0 7 OTHERWi SE INDICATED TOP CIIORO SHALL HAVE PROPERLY ATTACHED STRUCTUNAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Q• ~ 1 . ** ** * ~ * DL 5.0 PSF DRW HCUSR235 07033068 N E IMPORTANT F URx1sH A COPY OF THIS OF SIGN TO THE INSTALLATION CONTRACTOR. ITW BUII DING COMVONF NiS caouP. Inc. snnu nor BE RBSPONSIRLE FDR nwY DPVIA n DN FROM rHls DESIGN: Axr FAILURE To Bu uD rHE rxuss ; S • B C L L 1 0.0 P S F H C- E N G A K/ D L J A L P I IN f,O NF ORMANCE HITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. ~ ~ AT F o DESIGN CONFORMS WITH APPLICABLE PRUVISI ONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (H,H/SS/K) ASTM A653 GRADE 40/60 (H. K/H.SS) GALV. STEEL. APPLY PLATES i0 EACH FACT OF TRUSS AMU. UNLESS OTHERWISE (OCAIED ON THIS DESIGN, POSITION PER DRAWINGS 150A-]. ~S ;~ ORIOP6~~ TOT . L D 4 20 P S F S E O N 4 0 1 5 2 Group,Inc. onents iWBuildingComp ANY INSPECTION OF PLATES FOLLOWED 9Y (1) SHALL RF PER ANNEX A3 OF iPll-2002 SE C.3. A $FAL ON THIS DRAWING INUILAIES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIRllITY SOLELY FOR THE TRUSS COMPONENT NT F R N N R PONSIB IiY OF THE `s Na~EN D U R FAG 1 rl 5 L F R 011 M K B r l~ Hames (.'It}', FL 33644 FL Certificate of Authorization#567 A O T BUILDI G IS THE E S II BUILOINGHDESIGNER TPERSUN51/TPIT1 SEC UZE OF THIS COMPONE A Feb SPACING 24.0" JREF- 1T4J235_Z09 13-0-0 IM1J UW6 KKtYAKtU tKVM I.UMh'UItK 1Nf Ul (LUAUJ 5 U1MtNJ1UNJ) JUtlM111tU CY IKUJJ MtK (7UZ59H-UtKK1CK WAItKJ/ UUVAL I,UUNIY -- 11bU litAl.H AVt. - AZ Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP ~3 Wind reactions based on MWFRS pressures. Deflection meets L/240 live and L/180 total load. 120 mph wind, 20.98 ft mean hgt, ASCE 7 02, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ' ~ CHORD SPACING(IN OC) START(FT) END(FT) TC 39 -1.50 11.00 TC 32 11.00 19.00 TC 26 19.00 21.00 TC 37 21.00 35.50 BC 51 0.15 33.85 H0610 5X8= 5X5= 5 r ~18-3-0 3X6 (Al) i6o 11-0-0 R=1531 U=1159 W=5.5" 2 0 ~ 8-0-0 _ I _ _ 13-0- 3X6(A1) i6o E 34-0-0 Over 2 Supports R=1531 U=1157 W=5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.25(1.25 5(2) 7. 22 .112 **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. C~ S REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 218 ~ ~/ •,.••^ NORTH LEE STREET, SUITE 312. ATE%ANDRIA. VA, 22314) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE TAME. MADISON, WI 5]]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THE SF FUNCTIONS. UNLESS OTIIE RWISE INUICATED TOP CHORD SHAH HAVE PROPERTY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. Nq **IMPORTANT**F URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IiW BUILDING COMPONENTS A L P I N E GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIT URE TO BUILD THE TRUSS IN CONFORMANCE HITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRAf.ING OF TRUSSES. ~ S ,o : TA DESIGN CONY ORMS WITH APPL If,ABLE PROVIStONS OF NOS (NATIONnL DESIGN SPE f,. BY AFBPA) ANO TPI. ALPINE , W BuildingComponeRtsGroup,l Haines CI FL 33844 `1 FL Certificate of Authorization c, # 567 CONNECTOR PLATES ARE MADE OF 20/18/1fiGA (W ,H/SS/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. SiE FI.. APPLY PLATES TO CAC11 FACE OF TRUSS AND, UNLESS DfHERWISE LOCATED DN THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPE CiION OF PLATES F01 LOWfD HY (T) SHALL DE PER ANNEX A3 GF iPll 20D2 SEC.3. A SEAL UN THIS DRAWING INDICATES ACCCPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOIELY FOR iNE TRUSS COMPONENL DESIGN SHOWN. THE SUITAB It TTY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUIL DTNG DESIGNER PER ANSI/TPI 1 SEC. 2. ~ '•• /F~ ' .(~ v ~ • 'D\ II OTY:1 FL/-/4/-/E/-/ L 20.0 PSF TC DL 7.0 PSF BC DL 5.0 PSF $ BC LL 10.0 PSF ~ TOT.LD. 42.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.1875"/Ft. REF R235-- 24115 DATE 02/02/07 DRW HCUSR235 07033069 HC-ENG AK/DLJ SEAN- 40157 FROM MKB JREF- 1T4J235_Z09 IH1J UW6 f'KtYAKtU hKUM I,UMYUItK 1Nf Ul (LUAUJ 5 U1MtNJ1UWJ) JUtlM111tU t1Y IKUJJ MhK (/UL776-VCtttt1l.K WHI CI(J/ UUVHL I,UUIVIT - 11bU EStHI,h HVt. - H3J Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind reactions based on MWFRS pressures. Deflection meets L/240 live and L/180 total load. H0610 120 mph wind, 20.98 ft mean hgt, ASCE 7 02, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 38 -1.50 9.00 TC 43 17.00 21.00 TC 38 21.00 35.50 BC 47 0.15 33.85 5X5= 1830 3X6 (Al) 3X6 (A1) 1 6 0 1 6 0 E r~ ~ 9-0-0 _I_ 8-0-0 _I_ 4-0-0 _I, 13-0-0 ~ 34-0-0 Over Z Supports R=1531 U=1159 W=5.5" Design Crit: TPI-2002(STD)/FBC ~~ PLT TYP. 20 Gauge HS,Wave Cq/RT=1.25(1.25) 5(2) 7.22.11 **WARNING** TRUSSES REQUIRR f%iREME CARE IN FABRICAt70N. HANDLING. SHIPPING. INSTALLING ANU BRACING. ~ REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED 8V TPI (TRUSS PLATE INSTITUTE, 218 ~•~~ ~%~ NORTH LEE STREET, SUITE 312, ALE%ANORIA. VA. 22314) AND HTCA (WOOD TP USS COUN f,IL OF AMERICA, 6300 ENTERPRISE LANE, MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING iHF SE FUNCTIONS. UNLESS OTIIF RWISE INpIf,A TED TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUCIUft AI. PANELS ANp BOTTOM CHORD SHALL NAVE w, C A PROPERLY ATTACHED RIGID CEILING. • 1.0,`ip **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALL At10N CONTRACTOR. ITN BUILDING CDMPONENtS ^ : 1{ A L P I N E GROUP. INf,. SHALL NOT BE RESPONSIBLE FOR ANY OEVIAIlON FROM THIS DESIGN: ANY FAILURE TU BUILD THE TRUSS ~ x IN CONFORMANCE NITH TPI: OR FABR[CATING. HANDLING. SHIPPING. INSTALLtNG 8 BRACING OF TRUSSES. A ~ A, C DESIGN CONFORMS NITH APPLICABLE PROVISTONS OF NOS (NATIONAL OE SIGN SPEC, BV AF BPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16Ga (N.H/SS/K) ASTM A663 GRADE 00/60 (N, K/H,SS) GALV. S1ECL. APPLY ~~.~•' •O ~' PLATES TO EACH FACE OF TRUSS ANU. UNL F.SS OiHERNiSE LOCAI[U ON 11115 UL SIGN, POSITION PER DRANINGS 160A-L. ANV INSPE f.T ION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF iPil-2002 SEC.). A SEAL ON TH[S ITWBuilding Components Group,lnc. DRAWING INDICATES ACCEPTANCE OF PROTCSS10NAl ENGINEERING RFSPONS[P[LITV SOLELY FOR lllC TRUSS COMPONENT O~A, Haloes CI FL 3344 DE StGN SHONN_ THt SULIAB1 LIiY AND USE OF IHIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE /~, ~~ BUILDING DESIGNER PFR ANSI/TPI 1 SEC. 2. F e b FL Certificate of Authorization # 567 R=1531 U=1157 W=5.5" TY:1 FL/-/4/-/E/-/ LL 20.0 PSF TC DL 7.0 PSF C DL 5.0 PSF BC LL 10.0 PSF TOT.LD. 42.0 PSF DUR.FAC. 1.25 SPACING 24.0" ~- Scale =.1875"/Ft. REF R235-- 24116 DATE 02/02/07 DRW HCUSR235 07033070 HC-ENG AK/DLJ SEON- 40161 FROM MKB JREF 1T4J235_Z09 IH1J UW~ YKtYAKtU YKUM LUMYUItK 11Vf Ul (LUAUJ 5 U1MtWJ1UWJ) JUbM111tU by IKUJJ MYN (/UZbytS-UtKK1CK WAItKJ/ UUVAL WUIVIY -- 11bU tSt Al,h AVt. - A4 LF'LY Top chord 2x4 SP #2 Bot chord 2x8 SP #2 Webs 2x4 SP #3 SPECIAL LOADS - (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 55 PLF at -1.50 to 55 PLF at 7.00 TC From 55 PLF at 7.00 to 55 PLF at 15.00 TC From 55 PLF at 15.00 to 55 PLF at 19.00 TC - From 55 PLF at 19.00 to 55 PLF at 23.00 TC From 55 PLF at 23.00 to 55 PLF at 35.50 BC From 30 PLF at 0.00 to 30 PLF at 34.00 TC 379 LB Conc. Load at 7.00 TC 198 LB Conc. Load at 7.88 BC 546 LB Conc. Load at 7.00 BC 1765 LB Conc. Load at 7.88 Deflection meets L/240 live and L/180 total load. 2 COMPLETE TRUSSES REQUIRED Nailing Schedule: (0.131"x3"_Gun__nails) Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 120 mph wind, 20.57 ft mean hgt, ASCE 7 02, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 38 -1.50 7.00 TC 42 7.00 15.00 TC 52 15.00 19.00 TC 48 19.00 23.00 TC 67 23.00 35.50 BC 83 0.15 33.85 5X5= 5X6= '2Y~1~ 1830 1 6 0 E 7-0-0 _I_ 8-0-0 _I_ 4-0-0 _I_ 4 0- 11-0-0 1 6 0 E 34-0 0 Over 2 Supports R=3781 U=2960 W=5.5" R=2169 U=1704 W=5.5" .- Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.25(1.25)/5(2) 7.22.112 Q Y:1 FL/-/4 -/E -/- Scale =.1875"/Ft. **WARNING** TRUSSES REQUIRE F.%TREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. ~~•••• ~•~ C L L 2 0. 0 P S F R E F 8 2 3 5 2 4 1 1 7 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 2T8 NORTH LEE STREET. SUITE 312. ALE%ANDRI A. VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMEft ICA, 6300 F NTERPRI SE LANE, MADISON. WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNI.E SS • ~/ T C D L 70 P S F D A T E 0 2 ~ 0 2 ~ 0 7 OTHERWISE INDICATED iVP f,H ORD SHALL HAVE Pft OPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~ ~, '12 •• * BC DL 5.0 PSF DRW HCUSR235 07033088 **IMPORTANT**F URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IIW BUILDING COMPONENTS A L P I N E GROUP. INf,. SHALL NOT BE RESPONSIDLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE muss B C L L 1 0.0 P S F H C- E N G A K/ D L J IN CONFORMANCE W(TII tPl: oR FABRICATING. HANDLING. SHIPPING. INSTALLING 8 BRAf.ING OF TRUSSES, w0 ~, TA DESIGN CONFORMS Hi ill APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) aND TPI. ALPINE CONNECTOR PLATES ARF MADE OF 20/1U/16GA (H.H/SS/K) ASTM AG5B GRADE 40/60 (W. K/N,S$) GAIV. STEEL. APPLY ~•~, P,i' TOT . L D 4 20 P S F S E Q N 4 0 1 9 3 PLATES TO EACH FACE 01 TRUSS AND. UNLESS Oi HFRWISF LOCATED ON TH15 UE SIGN, POSITION PFR DRAW tNGS 160A-Z. ~ • ~ O R1V••• ` ANY INSPECTION OE PLATES FOLLOWED BY (;) SHAH DF PER ANNE% Al OF iPll-2002 SFC.B. A SEAL ON 1I11S , • ~••~~ D U R . F A C . 1 . Z 5 F R O M M K B ~BU/~~/Yg C~mryFAents G/OI/P 'AC. DRAWING INUICAlES ACCEPTA NCF OF PROFESSIONAL ENGINEERING HESPONSIBILIiV SOLCLY IUR THE TRUSS COMPONENT O~A` ~{a1nCS City,FL 33544 gI ILDNNGHDE NI6NE RTPERSANSI /TPIII SFD USE OF THIS COMPONENT FOR ANY BUILDING IS 1HE RESPONSIBILITY OF THE IYY FL Certificate of Authorization#567 Feb SPACING 24.0" JREF- 1T4J235_Z09 4X8 (A1) = p1%4111 ,ShtS= '""~" .SAlU= 3h4= .Sh4= 4X6 (Al) IM1J UW~ YKtYAKtU tKUM I.UMNUItK 1NYU1 (LUAU) 5 U1MtNJ1UN Jj JUtlM111tU i5T IKUJJ MYK. (/ULb ytiUtKK1l;K WAItKJ/ UUVAL I,UUNIY -- 11bU tSt AI.M HVt. - A7J Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 47 -1.50 9.00 TC 44 9.00 17.00 TC 46 17.00 26.00 BC 57 0.15 25.88 NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications (H) HANGER- Simpson HUS26 or equivalent. (H) = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. 5X5= 8-0-0 1830 ) 2X6 (A1) liE _I 9-0-0 R=1194 U=925 W=5.5" 120 mph wind, 20.15 ft mean hgt, ASCE 7 02, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets L/240 live and L/180 total load. 4X10= 9-0-0 26-0-0 Over 2 Supports R=1103 U=857 Design Crit: TPI 2002(STD)/FBC PLT TYP. Wave C /RT=1.25(1.25)/5(2) 7.22 .1122 OTY:l FL/-/4/- E - - Scale =.25"/Ft. **WARNING** IRU SSCS RF:OUIRE E%iREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. C L L 2 0 0 P S F R E F R 2 3 5 2 4 1 1 8 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TP( (TRUSS PLATE 1N51'I TNTE. 218 • . NORTH LEE ST RFF T, SIII iE 812. ALE%ANDft IA, VA. 223147 AND HTCA (WOOD TRUSS COUNCIL OF AMERICA. 6]00 UNLESS FOR SAFETY PRACTI CUS PRIOR TO PERFORMING THESE FI1NCi7ONS NIERPRI SE LnNE W1 53]19 MADISON • \ E ~ ••~ ~• 7 P S F 0 7 . ) . . F. OTHERWISE INUICAIFU lOP CHORD SHALL DAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ~ •~ T C D L 0 D A T E 0 2 ~ 0 2 / A PROPERLY ATTACHED RIGID CEILING. ' ~• ,jam ^ •~ ** ** I.a a BC DL 5.0 PSF DRW HCU SR235 07033073 IMPORTANT FUR NISH A COPY OF THIS DESIGN TO THC INSTALLATION CONTRACTOR. ITW BUILDING COMPONCNT ON FROM THIS DESIGN ANY FAILDRE TO BUILD THE TRUSS F Y T y if A L P I N E : I GROUP. INC. SHALL NDT BE RESPONSIBLE DR AN DEVIA IN CONFOR MANGE WITiI TPI; OR FABRI f,ATING, HANULING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. : B C L L 1 0 0 P S F H C- E N G A K/ D L J DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BV AF &PA) ANO TPI. ALPINE STEEL APPLY ASTM A653 GRADE 40 60 W K N SS GALV 0 fiG H H SS N .o ~. T TE / • T 0 T L D 4 2 0 (~ P F (~ _ S E O N 'J 4 0 1 1 / ( , / . ) . . /10/I A ( , / / ) CONNECTOR PI ATFS AftE MADt OF 2 POStIION PER DRAWINGS 16OA-Z. UNLESS OtlIf RWISE LOCH TFD ON THIS DESIGN PLATES TO EACH FACC OF IRU 55 AND J~ (/ ••• / Q'ff J / , . A SEAL DN THIS SHALL BE PER ANNE% A3 DF IPI1-2002 SE f 3 I1ON OF PLATES FOLLOWED NY NY NSP f O R1Q.•• , ~ItL'. TYV Building Components Group ,. . („ A F . I DRAWING INUI f,A TEt ACCFPIANCL 0( PROFESSIONAL ENGINEERING RLSPDNSIBILITY SOLELY FOR THE TRUSS C(IMPONf NI ~ • ~G ,O D U R . F A C . 1. 2 5 F ROM M K B AA AA Haloes Clty, ~L 338`.Y FL Certificate of Authorization#567 BH ILDNNGH DE SIGNFRIPCRSDN S]/TP1T1 SED D2E OF IRIS COMPONENT FOR ANY BUILDING IS TIfE RESPONSIBTI TTY OF THE A N Fe SPACING 24.0 " JREF- 1T4J235_Z09 SAO= 5x4= IM1J UWU KKtKAKtU FKUM I.UMk'UItK 1NKU1 (LUAU) h U1MtNJ1UTVJ) JUtlM111tU tlY IKUJJ MhK. (702598-DERRICK WATERS/ DUVAL COUNTY 1160 BEACH AVE. A6) Top chord 2x4 SP {~2 Dense :T2 2x6 SP #2: Bot chord 2x4 SP ~1 Dense Webs 2x4 SP #3 120 mph wind, 19.73 ft mean hgt, ASCE 7 02, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. #1 hip supports 7 0 0 jacks with no webs. Deflection meets L/240 live and L/180 total load. NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications (H) HANGER- Simpson HUS26 or equivalent. (H) = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. 6X10= 3X10 (63) 111E 7-0-0 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 28 -1.50 7.00 TC 32 7.00 19.00 TC 27 19.00 26.00 BC 40 0.15 25.88 4X4111 6X10= 12-0-0 26-0 0 Over 2 Supports R=2283 U=1774 W=5.5" 7-0-0 1830 R=2193 U=1660 Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.25(1.25)/5(2) 7.22 .112 OTY:1 /- 4/- /E/- - cale S =.25"/Ft. **WARNING** TRUSSES REOU IftE E%t RF Mf f.ARE IN FABRICATION, HANDLING„ SHIPPING. INSTALLING AND BRACING. 5 J ~~~~.~ T C L L 2 0 0 P S F [ R F R 2 3 5 2 4 1 1 9 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 ... ~ ~~ . L NORTH LEE STREET, SIII TE 312. ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENiERPR[SE ERNE. MADISON, WL 53]L9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNI.CSS S ~~. ~ T C D L 7 0 P S F T D A I F 7 7 0 2/ D 2/ D/ OTHF RWI SE 1NUICA TI:U TOP CHORD SHALL ILA VE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ~ Q,~ 2 DL 50 PSF DRW HCU SR235 07033074 ** ** y ' ' A L P I N E IMP~RTANT FURNISH A COPY OF THIS DESIGN 10 1HE INSTALEATION CONTRACTOR. IiH BUILDING COMPONENTS GP.OUP. INC. SHAH NOI BE RESPONSI9IF FOR ANV DEVIATION FROM illt5 DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH iPl: OR FABRICATING. HANDLTNG, SHIPPING. INSTALLING 6 BRACING OF iRUSSF S. 71 ~ # ~ C ~ ~ ~ S AT Or /~ B C L L 1 0, 0 P S F H C- E N G A K/ D L J OF SIGN CO NF DRMS WITH APPLIf.ABLE PROVISIONS OF NDS (NATIONAL DESIGN SVEC. DY AFAPA) AND TPT. AI PING ~ R • ' C ONNECiOR PLATES ARE MADE DF 2O/1D/16GA (W.H/SS/K) ASiM A65] GRADE 40/60 (N, K/H,SS) GAIN. S1EF1.. APPLY PI ATFS TO EACH FACE OF TRUSS AND UNLESS OT HERWISF LOCATED ON THIS DESIGN, PDSIT30H PER DRAWINGS 160A-2. ~ .. _ ~ ~~~ ~. ~ jl/_1(_v_ O nn ' OT~M ~~ T 0 T . L D 4 2 0 P S F ( (~F~I ,J E E/'`1 4 0 1 6 6 Grougl TYVBuildingComponen t s nc. ANY INSPECTION DF PLATES FOLLOWED BY (i) S11AEL DE PFR ANNE% A3 OF TPI3 200T SE C.3. A SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PR(iFESS10NAL ENGINCEPING RESPONSIBILITY SULFLV FOR THE TRUSS COMPONENT V O V ` ` ~ '~~~ ~w\ /7F D D R F A C 1 2 5 I R 011 I• K B l1 ( ! Flalne$ (.'i~', FL 33544 FL Certificate of Authorizatio n#567 gUiLDNNGH0E51GNE RTPERSUNSI/TP Iil SED USE OF THIS COMPONENT FOR ANY BUILDING 1S IHf RESPONSIB II TTY OF THE A Fe SPA CING 24.0 " )REF- 1 T4J235_Z09 LT~4111 t1Ut71U= CA4111 ' IIi1J UWU NKtf ANtU hHUM I,UMI'UItN 1WYU1 (LUAU) 6 U1MtIVJ1 UIV J) JUtlM111tU tl7 IKUJJ MtK t/VLJ7[S-UCtttt1l.K WHItKJ/ VUVHL I.U UIVIi - 11bU btHl.h HVt. - t3/ LI'Li Top chard 2x4 SP #2 :T1 2x6 SP #1 Dense: Bot chord 2x4 SP #2 Webs 2x4 SP ~3 120 mph wind, 20.05 ft mean hgt, ASCE 7 02, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Calculated horizontal deflection is 0.21" due to live load and 0.09" due to dead load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 7.00 TC 66 7.00 13.00 TC 35 13.00 15.67 TC 52 15.67 20.00 BC 62 3.04 18.15 BC 24 18.00 20.00 #1 hip supports 7 0-0 jacks with no webs. Deflection meets L/240 live and L/180 total load. 5X6= 0 4 1 (~ 4 2-1 ,I, 6-0-0 _I, 2-8-0 _I_ 4-4-0 ~ 15-2-1 T 2-0-0 ~ 20-0-0 Over 2 Supports ~ R=1709 U=1325 W=5.5" 2 COMPLETE TRUSSES REQUIRED ~ Nailing Schedule: (0.131"x3"_Gun_nails) Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. (A)(2) 2x6x7 0 7 SP #1 Dense scabs at left end. Attach one scab to each outer face of chord with: 0.131"x3"_Gun_nails @ 8" OC, Plus additional nail clusters at: BRG.: (2), heel: (5), 1st panel point: (3). 1.5X4111 4X8= 2112 3X3= 1830 R=1644 U=1274 W=5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C /RT=1.25(1.25)/5(2) 7.22 .11 N" QTY:1 FL -/4/ -/E/ -/ - Sca le =.375" Ft. *WARNING'* TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. *REFER TO SCSI (BUILDING COMPONi.Ni SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 G ;.r•!•••. ` ••~ CE T C L L 2 0. 0 P S F R E F R 2 3 5 2 4 1 2 D NORTH LEE STREET. SUITE 312. AEE%ANORIA. VA. 22314) nND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 600 ~ •~ • ENTERPRISE LANE. MApISON, HI 53]19) FOR SAFETY PRACtICES PRIOR TO PERFORMING THESE TUNCTIONS. UNLESS OTIIE RW(SE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANp BOTTOM CHORD SHALL IIA VE A PROPE RLV AIIACHEU RIGID CEILING. Q' ~~ Nu, 5 ~ (~ • T C DI L 7 O P C F J D A T E O 2 / O 2 / O 7 :+thiP UItTAWT**FUNNISH A COPY OF 11115 DESIGN TO THE INSTnLLATION f,O NTRACTOR. ITW BUILDING COMPONENTS * ' \ - * BC DL 5. 0 PSF DRW HcusRZ35 07033085 A L P I N E GROUP. INC. SHALL NOT RE RESPONSI9IF FOR aNY DEVIATION FROM THIS pE SIGN: ANY FAILURE TO BUILD THE TRUSS TN CONFORMANCE WITN TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. A •; ATE B C L L 1 0. 0 P S F H C- E N G A K/ D L J DESIGN CONFORMS WITH APPLICABLE PROVISIONS OT NDS (NATIONAL DESIGN SPEC. BY aFBPA) AND TPI. aI.P1NE CONNE f,T OR PLATES ARE MAOC OF 20/I&/1fiGA (W,11/5S/K) ASiM A99) GRADE 40/60 (N. K/H,SS) GALV. SIE EI-. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOLAT[D ON THIS DESIGN, POSITION PER DRAWINGS I60A-Z. ~ :•• ~ • OR1O .• f • ~ •' • ` T 0 T L D 4 2 0 P S F S E 0 N 1 7 3 7 9 1 TYVBuilding Components Group ,~Al nc. ANY INSPE fiLON DF PLATES FOLLOWED BY (1) 511ALL BE PER ANNE% A3 OF TPI12002 SEC.3. A SEAL ON i11IS DRAWING [NpIf,ATFS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON519ILIiY 501FIY FOR THE TRUSS COMPONENT U E OF TH[5 COMPONENT FOR ANY BU ILOING 15 iNE RESPONSIBILITY OF THE T S II T ~ _ ~ S `-Nt NA~ {.-- D U R . F A C . 1 . 2 5 F R 0 M M K B . Haines Clty, FL 338Y`F FL Certificate of Authorisatio n # 567 Z DE SIGNER PER A NSI/IPI BUILDLNG I SEC Feb 0 SPA CING 24 .0 " JREF - 1T4J2 35_Z09 IH1J UWU h'KtNAKtU YKUM I,UMNUItK 1WYU1 (LUAU) ri U1MtlVJ1UWJJ JUHM111tU tlY IKUJJ MhK. (702596-DERRICK WATERS/ DUVA~ COUNTY 1160 BEACH AVE. 68) Top chord 2x4 SP #2 :T1 2x6 SP ~2: 120 mph wind, 20.46 ft mean hgt, ASCE 7 02, PART.__ ENC. bldg, not Bot chcrd 2x4 SP ~2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 :W11 2x4 SP #2: DL=4.0 psf, wind BC DL=3.0 psf. Wind react ions based on MWFRS pressures. Right end vertical exposed to wind pressure. Defle ction meets L/240 criteria for brittle and flexible wall coverings. IN LIEU OF STR UCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/240 live and L/180 total load. TC 60 0.00 9.00 TC 24 9.00 11.00 (A)(1) 2x6x8 1 7 SP #2 scab at left end. Attach scab to face of chord TC 35 11.00 13.67 with: 0.131"x3"_Gun_nails @ 8" OC, plus additional nail clusters TC 71 13.67 20.00 at: BRG.: (3), heel: (6), 1st panel point: (3). BC 55 3.04 18.15 BC 24 18.00 20.00 5X4= 4X4= 0 4 1 W11 2 11 12 1830 3X3= ~ 6-2-1 _I, 2-0-0 ,J, 2-8-0 _I_ 6-4-0 fE 15-2-1 T 2 20-0-0 Over 2 Supports R=868 U=689 W=5.5" R=835 U=662 W°5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.25(1.25)/5(2) 7.22 .112 OTY:1 F L - 4 - E -/ - Scale =.375"/Ft. **WARNING** fRU SSES REQUIRE E%TREME CARE IN FABRICATION, HANUL fNG. SHIPPING. INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAl ETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSIIIU TE. 218 S...~~ ~~~~~~•••~~ Y ~ / ` T C L L 2 0. 0 P S F R E F R 2 3 5 2 4 1 2 1 NORiII LEF STREET, SIII IE 312, ALE%ANDft IA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTEftPRI SE LANE. MADISON, WI 53119) FOR SAFETY PRACTI f,ES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ~ ~ • /` T C D L 7 0 P S F D A T E 0 2~ 0 2~ 0 7 O1'11E RWISF INUICATI:U TOP CHOPD SHALL HA Vf PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SH AtL HAVE A r A PROPERLY ATTACHED RIGID CFII.IN`. MP ** A ** y ~~' ~~ ,• BC DL 5.0 PSF DRW HCHSR235 o~os3ns6 I ORT NT F URNI SII A COPY OF THIS DESIGN TO TIfE INSTALLA LION CONTRACTOR. ITW BUIt DING COMPONENTS GROUP, INC. SHALL NOT BE RESPONSIBLE TOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSS 7f ~ B C L L 0 1 0 P S F H C- E N G A K/ D L J A L P I N E IN CONFORNnNCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. A ~~ TA . UE SIGN CONFORMS KITH AP PI.I CABLE PROVISIONS OF NOS (NATIONAI. DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2O/18/16GA (W.H/SS/K) ASiM AG53 GRADE 40/60 (W. K/H,SSI GALV. STEEL. APPLY UNIE SS OTHFRWI SC I.OCAIED ON THIS DF SIGN, POSITION PER DRAHINGS 16OA-L. PLATES TO EACN FACT OF TRUSS AND / ~ A•• ~ O R+O~ TOT . L D 4 2 0 P S F S E O N 1 7 3 7 8 6 TWBuildingComponentsGroup,lnc. , ANY INSPE CiI ON OF PLATES FOLLOWED BY (i) SHALL DE PtR ANNE% A3 OF TPi I-2002 SLC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PNOFESSIONAI ENGINEERING RFGPONSIBIl1IY SOLELY FOR THE TRUSS COMPONENT ~\ cS w ~~ '0•Iw\ I•P'~` OUR . FAC. 1 . 25 FROM MKB Haynes Clt)', FL ]304,1 J U Y FL Certificate of Authorization # 567 DE SIf,N SHOWN. iNC SUIlA61 LITY AND USF OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE DDILDIN(: DESIGNER PER ANSI/iPl 1 SEQ. 2. F eb SPA CING 24.0 " JREF- 1T4J235_Z09 IM1J UWV KKtYAKtU hKUM I,UMVUItN 1fVf Ul (LVAUJ G U1MtIVJ1UfI J) JUCM111tU CY IKUJJ MY N. (/ULbytS-UtKK1CK WAItKJ/ UUVAL I,UUNIY -- 11bV tSt AI,H AVt. - t5 `J Top chord 2x4 SP #2 :T1 2x6 SP ~2: Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W9 2x4 SP #2: Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 61 0.00 10.00 TC 21 10.00 11.67 TC 75 11.67 20.00 BC 56 3.04 18.15 BC 24 18.00 20.00 0 4 1 5X7= 3X3= W9 3912 1830 (E 7-2-1 _I,1-8-0 ,1, 8-4-0 ~ 15-2-1 i 2-0-0 ~ 20-0-0 Over 2 Supports R=868 U=689 W=5.5" R=835 U=669 W=5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.25(1.25)/5(2) 7. 22.1122 '"' QTY:l F L/- 4/- /E - - Scal e =.375 " Ft. •'WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. lANDLING. SHIPPING, INSTALLING ANp BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 ~ ~ ~ • • C ~• G T C L L 2 0. 0 P S F R E F R 2 3 5 -- 2 4 1 2 2 N ORiH LF.E STRF.CT, SUITE 312, ALE%nNDR IA, VA, 2131A) AND WTCA (W 000 TRUSS COUNCIL OF AMERICA, 6300 • ~ ~•• ~ ENTERPRISE La NE. MADISON. WI 5]119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS • T C D L 7 0 P S F DATE 0 2 / 0 2 / 0 7 OTIIE RWI SE INUICAIFD LUP CHORD SHALL HAVE PROPERLY AI LACHEO STRUCTURAL PANELS ANO BOT10M CHORD SHALL HAVE Q A PROPERLY ATTACHED RIGID CEILING. b ''IMPORTANT "' BC DL 5. 0 PSF DRW HCUSR235 0 7033087 FURNISH A COPY OF iHiS DESIGN TO THE iNS1ALLATION CONTRACTOR. ITN BUILDING COMPONENTS GROUP, INC. SHALT. NOi BE RESPONSIBLE FOR ANV DEVIaT10N FROM TNIS DESIGN: ANY FAILURE TO BUILD 1HE TRUSS ' B C L L 1 0 0 P S F H C - E N G A K / D L J A L P I N E IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. S ,o : TA E OF . DESIGN CONFORMS WI1H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BV AF BPA) ANU TPI. ALPINE CONNECTOR PIATES ARE MADE OF 20/18/16GA (N,H/SS/K) ASTM A55] GRADE 40/50 (N, K/H,SS) GALV. STEEL. APPLY , yw~ v ~i ~` ~f T 0 T L D 4 2 0 P S F S E 0 N 1 7 3 7 8 3 PLATES i0 FgCH FACE Of TRUSS ANU, UNLESS OiNERNISE LOCATED ON Tf1I5 UE SIGN, P(ISIfION PER DRANINGB 160A-Z . O R1O ~ TWBuilding Components Group,lnc. ANY INSPfCT10N OF PLATES FOLEOWED BY (i) SHALL BE PER ANNEX A] Of TPi]-2002 SEC.]. A SEAL ON THIS DRAWING INDICAItS gCCFPTANCE OF PROFESSIONAL ENGINEERING RESPUNSiBILITY SOLELY FOR THE TRUSS COMPONENT (1i •~~ G\ V 0 ~~ D U R F A C 1 2 5 F R 0 M M K B Haines CI FL 33844 ty. FL Certificate of Authorization # 567 DESIGN SHOWN. TIIC SUITABiLIIY AND USE OF THIS COMPONE Ni FOR ANY BlIILOING IS THE RF SPONSIBiLTTY OF TIIE BDILDING DESIGNER PER ANSI/TPI 1 BE=, 2. Feb SP ACING 24 .0 " JREF 1T4J23 5_Z09 120 mph wind, 20.67 ft mean hgt, ASCE 7 02, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Right end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. Deflection meets L/240 live and L/180 total load. (A)(1) 2x6x8 7 15 SP #2 scab at left end. Attach scab to face of chord with: 0.131"x3"_Gun_nails @ 8" OC, plus additional nail clusters at: BRG.: (3), heel: (5), 1st panel point: (3). 5X4= ~ 5 IH1J UWU NNtNANtU tKUM I,UMNUitH 1NNU1 ILUAUJ 5 U1MtIVJ1UNJ1 JUISM111FU nY IKU11 Mru (/UZ5yt5-UtKK1CK WAItKJ/ UUVAL CUUNIY -- 1160 HLACH AVL. - tilU) Top chord 2x6 SP #2 :T2 2x4 SP #2: Bot chord 2x4 SP ){2 Webs 2x4 SP #3 :W8 2x4 SP #1 Dense: Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 62 0.00 10.33 TC 75 10.33 20.00 BC 58 3.04 18.15 BC 24 18.00 20.00 (Deflection meets L/240 live and L/180 total load. 0 4 1 5X6= 3X3= 120 mph wind, 20.74 ft mean hgt, ASCE 7 02, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Right end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. (B)(1) 2x6x9 0 15 SP #2 scab at left end. Attach scab to face of chord with: 0.131"x3"_Gun_nails @ 8" OC, plus additional nail clusters at: BRG.: (3), heel: (5), 1st panel point: (2). 5X7= 1.5X4111 3X4 (R) III IE 7-6-1 ,I, 15-2-1 ~ 20-0-0 Over 2 Supports R=868 U°°691 W=5.5" 9-8-0 2-0-0 4 7 12 1830 R=835 U=677 W°5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.22 .1122 ~ Y:l F L/-/4/- E/ - - Sca le =.375 "/Ft. **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRtCAfION, Ha LADLING. SHIPPING, INSTALL ING AND BRACING. REFER TO BCSI (RUIIDING COMPONENT SAFETY INFORMATION). PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 218 NVRTH LEE STRFE T SUITE 312 ALE%ANDRIA VA 22314) ANO WTCA (HOOD TRUSS COUNCIL OF AMERICA 6300 ~ . ••. A, IY • ~ ~ N•• T C L L 2 0. 0 P S F R E F R 2 3 5 2 4 1 2 3 , . . . , ENTERPRISE LANE. MADISON. NI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING tHE SE FVNCTIONS. UNLESS OTHERHISE INpICA tEp lOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANp BOTTOM CHORp SHALL HAVE ` F•• :V~ T C D L 7 0 P S F J T D A T E L 0 2/ 0 2/ 0 7 A PROPERLY ATTACHEp RIGID CEILING. ~~. BC DL 5. 0 PSF DRW HCUSR235 07033078 **IMPORTANT**F URNISH A COPY OF THIS DESIGN TO THE INSIAI LAIION CONTRACTOR ITW BUILDING COMPONF NTS * ~ A L P I N E . GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY pEVIATION FROM THIS OF SIGN; ANY FAILURE TO BUILU 1HE TRUSS IN CONFORMANCE HIIII TPI: OR FABRICATING. HANDLING, SHIPPING, iNS1ALLING 6 BRACING OF TRUSSES. ~ ~~ TATE O B C L L 1 0. 0 P S F H C- E N G A K/ D L J UESIGN CONIORMS Hl ill APPLICABLE PROVISIONS OF NOS (NATIONAL pESI4N SPEC, BY AFBPA) qNp TPI. ALPINE CONNECTOR PLATES ARF MAUF OF 20/10/16GA (H,H/SS/K) gSTM A6S3 GRA UE 40/fi0 (W. K/H,SSj GALV. STEEL. APPLY PI AiFS 10 EACH FACE OF TRUSS AND. UNLESS OTHERNi SE LOCATED ON 11115 DESIGN, POSITION PER ORANINGS 160AZ. ~-•••• Q f•:~ (([~~. LO p1Q •~ TO T. LD 42. 0 PSF SEON 1737 80 TWBuildingCOroponentsGroup,l nc. ANY INSPECTION Of PIATFS FOII.OWFD RY (;) SIIALL HF PER ANNE% A3 OI TPI(-2002 SEC.3. A SF AI. ON THIS URANING INDICATES ACCtPIANCE 0! PRO(fSS10NAL ENGINEERING RESPONSIBILIIV SOLELY FOR iHC TRUSS COMPONENT UESIGN SHOWN. THE SUIIABIL1iY ANU USE OF THIS COMPONENT FOR ANY BV IL PING IS THE RE SPONSIBILIiY OF iHf •• fA' ``~(~~ 'ONM~v' D U R . F A C . 1 . 2 5 F ROM M K B Haines City, FL 33844 FL Certificate of Authorizatio n # 567 "DILpING pESIGNER PfR ^NSI/TPI ' SEC. 2. Feb SP ACING 24 .0 " JREF - 1T4J23 5_Z09 IK1J UW~ KKtKAKtU hKUM I,UMYUItK 1NYU1 (LUAU) 5 U1MtWJ1UWJ) JUtlM111tU tlY IKUJJ MtK (/ULSyU-UtKK1l,K WAItK J/ UUVAL I,UUNIY -- 11bU tSt AI,H AVt. t511J Top chord 2x4 SP #2 Bot chord 2x4 SP ~2 Webs 2x4 SP #3 :W5 2x6 SP ~2: Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets L/240 live and L/180 total load. 120 mph wind, 20.85 ft mean hgt, ASCE 7-02, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Right end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 55 -1.50 12.33 TC 62 12.33 20.00 BC 66 0.15 20.00 5X5= 3X6 (R) III 5 5-12 1830 2X4(A1) ~1 6 0~ 12-4-0 20-0-0 Over 2 Supports R=944 U-733 W=5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq RT=1.25(1.25) 5(2) 7.22 .1122 **WARNING** TRUSSES RFOUIRE E%TREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND flRAf,ING. REFER TO BC51 (BUILDING COMPONENT SAFETY INf ORMATION). PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 218 ~1 (\~ NORTH LEF STRI FT, SUI TF 312, ALE%ANDRIA, VA. 22]14) ANO WTCA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE LANE. MADISON, NI 53)19) FOR SAFC TY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAif:D lOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPFRLV ATTACHED RIGID CEILING. a **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IiW BUILDING COMPONENTS = if ~ A L P I N E GROUP. INC. SHALL NOT BF RFSPONSipLF. FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD 1HE TRU55 IN CONFORMANCE KITH TPI HaNpLING SHIPPING INSTALLING 8 RRACING OF TRUSSES OR FABRICATING ~_ : . . . . DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BV AFBPA) AND TPI. ALPINE A CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/H,55J GALV. STEEL. APPLT ITYV Building Components Group, I Haines (mil FL 3344 `~~ FL Certificate of Authorizatio nc. n # 567 PLATES TO EAf.H FACE OF TRUSS AND. UNI.F 55 Oi HF RWiSF LOCATED ON THIS DF SIGN, POSITION PER DRAWINGS 160A-L. ANY INSPECTION OF PLATES FBI LOWCD 9Y (i) SHALL BE PER ANNF% A3 Of iPil-2002 5EC.3. A SEAL ON THIS DRAWING INDICATES ACCf FIANCE OF PR DFE SSIUNAL ENGINEERING RCSPONSIR II TTY SOLELV FOR !HE TRD55 GOMPOHE NT Of SIGN SHOWN. THE SUITAB II TTY AND USE OF 1H15 COMPONENT FOR ANY BUILDING IS iHC RESPONSIBILITY OF iNE BIIi LDING DESIGNER PEH ANSI/TPI 1 SEC. T. ~ F e b 7-8-0 OF 1.5X4111 R=842 U=687 W=5.5" OTY:l FL/-/4/-/E/ / TC LL 20.0 PSF v9 TC DL 7.0 PSF BC DL 5.0 PSF i BC LL 10.0 PSF TOT.LD. 42.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.3125"/Ft. REF R235-- 24124 DATE 02/02/07 DR W HCUSR235 07033079 HC-ENG AK/DLJ SEON - 40205 FROM MKB JREF - 1T4J235_Z09 IH1J UWU KKtKAKtU tKVM I.UMKUItK iWKUI (LUAU) h U1MtWJ1UWJ1 JUtlMllirll Mr IKII\~ mFu ~]vc~~u-u~nnl~.n WHICRJ/ uuv,yt I.V Ulvli - 11bU tltHl,M HVt. - L11L Top chord 2x4 SP ~2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W5 2x6 SP ~l Dense: Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 53 -1.50 14.33 TC 68 14.33 20.00 BC 65 0.15 20.00 120 mph wind, 21.26 ft mean hgt, ASCE 7 02, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Right end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. Deflection meets L/240 live and L/180 total load. 6 2 1 1830 2X4 (A1) ~i 6 0~ R=944 U=737 W=5.5" 14-4-0 20-0-0 Over 2 Supports Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq RT=1.25(1.25)/5(2) 7.22 .112 **WARNING** TRUSSES RE OLIIRE E%TREME CARE IN FABRICATION. HANDLING, SHIPPING. INS FALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (1 R1155 PLATE INSTITUTE. 218 NOR T11 LEE STREET. SUITE 312. ALE%ANDft IA, VA. 2231ftJ AND WTCA (WOOU TRUSS COUNCIL OF AMERICA. 6300 ENiERPRI SE IANE. MADISON, NI 53]19) FOR SAI ETV PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OT HE RWISF INDICATEU lOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' • **IMPORTANT**FURNISH A COPY 01 II1I5 UE SIGN TU THE INST AL to TION CONTRACTOR. fTW BUILDING COMPONE Ni A L P I N E GROUN, INC. SHALL NOi BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH IPI: OR FABRICATING, HANDLING. 5111 PPING. INSTALLING 8 BRACING OF TRUSSES. OE SIGN CONFORMS WI TI1 API'I. ICARLE PROVISIONS OF NDS (NATIONnL DESIGN SPEC. BV AFBPA) ANO TPI. ALPI Nf ~ •• CONNECTOR PLATES ARE MADE OF 20/18 /16GA (W,H/SS/K) ASTM A65} GRAOF 40/60 (N. K/H.SS) GALV. STEEL. APPLY ~ TWBuildingComponentsGrouOpAA,AAf Hames(.'Ity, FL 330YY U FL Certificate of Authorizatio I(.', n # 567 PLATES t0 EACH FACE OF iRU SS ANU. UNLL SS OIIIE RWISE LOCnTED ON THIS DESIGN, POSITION PFR DRAWINGS ibOA-Z. ANY iNSPECIION OF PLATES FOLLOWED BY (i) SHALL DF PER ANNE% A3 OF TPII 2002 SE f,. 3. A SEAL UN iHiS DRAWING INDICATES ACCFPTnNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELV FOR Tl1t TROSS f,OMPONENi DESIGN SHOWN. THE SUliABIIITY ANO USF OF THIS COMPONENT FOR ANY BUILDING IS THE ftESPONSIeILIiY OF SHE BH TIDING UC SIGNER VER nN6I/IPI 1 SEC. 2. ~ e 1 1.5X4111 5-8-0 ~' f~~ OF R=841 U=675 W=5.5" QTY:1 FL/-/4/-/E/-/ TC LL 20.0 PSF TC DL 7.0 PSF p BC DL 5.0 PSF BC LL 10.0 PSF C TOT.LD. 42.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.3125"/Ft. REF R235-- 24125 DATE 02/02/07 DRW HCUSR235 07033080 HC-ENG AK/DLJ SEAN - 40208 FROM MKB JREF - 1T4J235_Z09 5X4= 3X4 (R) III IM1J UW~ NKtKHKtU hKUM I.UMf UItK 1NYU1 (LUFUJ h U1MtWJ1UNJ) JUt3M111tU tl7 IKUJJ MYK. /VL"J JD-UCRrtl(,R WHICrtJ/ ~/ Top chord 2x4 SP #2 Bot chord 2x4 SP ~2 Webs 2x4 SP #3 :W8 2x6 SP #1 Dense: Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 55 -1.50 16.33 TC 16 16.33 17.67 TC 30 17.67 20.00 BC 65 0.15 20.00 120 mph wind, 21.68 ft mean hgt, ASCE 7 02, PART. _E NC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Right end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. Deflection meets L/240 live and L/180 total load. 4X4= 4X4= 2X5 (A1) = 3X3= ~1 6 0~ 1 4 0 ~ 16-4-0 _I_ _I_ 2-4-0 _ 1.5X4111 1830 20-0-0 Over 2 Supports J R=944 U-746 W=5.5" R=842 U=703 W=5.5" 6 2 1 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.25(1.25)/5(2) 7.22.1122. :1 FL/- 4 -/E/-/- Scale =.3125" Ft. **WARN[NG** TRUSSES REQUIRE E%TREME f,ARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER i0 BCSI (tlU1LDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE. INSTITUTE, 218 ~.. T C L L 2 0. 0 P S F R E F R 2 3 5 2 4 1 2 6 NORTH LEE STREET. SUI TF J12. ALEXANDRIA, VA, 22314) AND HTCA (WOOD TRUSS COUNCIL OF nMERICA. 6JOO ENTERPRISE LANE. MADISON. WI 53]19) FOR SAFETY PRACTICCS PRIOR TO PERFORMING iIIFSE FUNCIIUNS. UNLESS ``• :~•v ~• T C D L 7 0 P S F D A T E 0 2/ 0 2/ 0 7 OTI{E RWISF INDICA tCp TOP CHORO SMALL HAVE PROPERLY ATTACHED ST RUCiURAL PANELS AND BOTTOM CHORp SIIALI. HAVE A PROPERLY ATTACHED RIGID CEILING. _ ~ ~ . 6 + n 1L BC DL 5 0 PSF DRW HCUSR235 07033067 A L P I N E **IMPORTANT**FURNI SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING cOMPONC NT. GROUP. Inc. SHAD NoT BE RcsPOesIeLE FoR ANY DEVIAnoN FROn THIS De SIGN: ANY FAILURE To BUILD rHE TRUSS IN CONFORMANCE KITH iPl; OR FABRICATING, HANDLING. SHIPPING. INSTALLING b BRACING OF TRUSSES. * e B C L L 1 0. 0 P S F H C- E N G A K/ D L J OE SIGN CONFORMS WITH APPLICABLE PRDVISIDNS DF NDS (NA iION AI UE SIGN SPEC, 8Y AFBPA) AND iP(. ALPINE f,U NNCCIOR PLATES ARE MADE (1F 20/18/l6GA (N.H/SS/K) ASiM A661 GRADE dO/50 (W. K/H,SSJ GALV. STFFL. APPLY POSITION PFR DRAWINGS 16OA-Z IINLFSS OIHERNISE LOCAIEU UN THIS DESIGN ATE< TO EACN FACE DI IRUS$ ANp P ~ i ATE ~• ' ~~ P : TO T . L D 4 2 0 P S F S E A N _ 4 0 2 1 3 , ~Billt(~Iliff riOlllFIOIIEIltS GroUF1 In C. . , , L ANY INSPECTION DF PLATES FItLLGWFp NY (,) SHALL BE PER ANN[% A3 OF iPll-2002 SEC.). A StAL UN THIS URnWING INDICATES ACCEPTANCC OF PRUFE SSION AL FNGI NF FRING Ht SPONSiBIL TTY SOL ELV FOR LHE TRUSS COMPONENT . O R~O ' (•1~io f.,..~ V G` D U R . F A C . 1 . 2 5 F ROM M K B 1 ,,1 Haines Clty, FL 338Y4 FL Certificate of Authorization#567 gUILONNG'DE SI GNERTPENSUN51 /iPITl SEC,D2E OF THIS COMPONENT FDR ANY BUILDING IS THE RESPONSIBII ITV OF THE A Feb SP ACING 24 .0 " JREF 1T4J235_ Z09 -,5 II11J UWU NKtNAKtU YKUM I,UMNUItK 1NNUi (LUAU) 5 U1MtNJ1UNJ) JUCM111tU tSY IKUJJ MtK /ULb`Jtl-UtKK1l,K WAItKJ7 UUVHL l,UU1VIT - 11bV btH1,n Hvt. -- 1.14 crLl Top chord 2x4 SP #2 Bot chord 2x8 SP ~{1 Dense Webs 2x4 SP #3 :Lt Slider 2x4 SP ~3: BLOCK LENGTH = 1.500' SPECIAL LOADS -- - (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 55 PLF at -1.50 to 55 PLF at 7.00 BC From 30 PLF at 0.00 to 30 PLF at 7.00 IBC 2193 LB Conc. Load at 3.06 IBC 1103 LB Conc. Load at 5.06 Wind reactions based on MWFRS pressures. Deflection meets L/240 live and L/180 total load. NOTE:Specified hanger(s) based on Southern pine lumber values. Refer to hanger manufacturer's product catalog for proper applications (H) HANGER- Simpson HHUS26 2 or equivalent. (H) recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. 5 ~ 3X4% 2X6 (C5) 4X4 (C 5) 2 COMPLETE TRUSSES REQUIRED ~ Nailing Schedule: (0.131"x3"_Gun_nails) Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.25" o.c. Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 120 mph wind, 19.73 ft mean hgt, ASCE 7 02, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 75 -1.69 6.81 BC 80 0.10 6.81 R=198 U=183 2129 1.5X4111 3 3 1 1830 2 X 6 III 7-0-0 Over 3 Supports R=2013 U=1588 W 5.5" R=1765 U=1316 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.22 .112 QTY: FL/- 4/ -/E/-/ - Scale =.5" Ft. **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. ~ ~ ~ '~ ~~~ T C L L 2 0 0 P S F R E F R 2 3 5 2 4 1 2 7 REFER TO SCSI (BUILUING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 218 • ~~~ ~~ . - NDR FH LEF SFREE T, SUITE 312. ALEXANpRIA, VA, 22314) AND WTCA (HOOD TRUSS CDUNCIE OF AMERICA, 6300 ENTERPRISE LANE. MADISON, 411 5]119) FOR SAFETY PRACTICES PRIOR 10 PF RFORMING THESE FUNCTIONS. UNLESS P L ~ C T C D L 7 0 P S F 'J D A T E 0 2/ 0 2/ 0/ OTHERWISE INDICATED TOP CHORD SHALL hIAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE `. A PROPERLY ATTACHED RIGID CL (LING. 4 BC DL 50 PSF DRW HCUSR235 07033081 ** ** y '* A L P I N E IMP~RTANT FURN1511 A COPY OF THIS DESIGN TO TNF INSi AILAf10N CONTRA f,T OR. ITW BUILDING COMPO Nf NTS GftDUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS pFSIGN; ANY FAILURE TO BUILD THE TRUSS IN CO NFORMANf.E NiTH TPI: OR FABRICATING. HANDLING, SNIPPING. INSTALLING 8 BRACING OF TRUSSES. 1~ ~ r ~ ~~ TATS OF B C L L 1 0.0 P S F H C- E N G A K/ D L J DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL UE SIGN SP F.C. BY AFdPA) AND TPI. AI. PI NE GALN STEFI APPLY H SS ASTM AGD~ GRADE GD fiD W K/N sS T M DE DF 20 TN I6GA W R ~j* '• P TOT L D 4 2 0 P S F S E A N - 4 0 1 7 8 . , / ( . . , . LDNNELIGR PLA ES ARE A ~ Y ( . / , DNLE 55 OTHERWISE LOCAIEU ON THIS DESIGN. POSITION PER DRAWINGS IbDA-Z. PI ATES 10 EACH FACE OF TRUSS ANU • . C O R-O ,~ . . . /~ P , ~nC~ ~E~V`roV '~BV~~d/ne C~m~ n . ANY INSPELTTGN DF PLATES EDELDWED BY (;, SNAIL DE PER ANNE% A~ DF ,PIT-LDD2 sEL.3. A SEAL DN ,HIS OHAWiNG INDICATES ACCEPTANCE DF PROFF SSIONAL ENGINEERING RESPONSIRII ITV SOLCLT FOR 11\E TRUSS GDMPONENT S~0 "°~1G ~A~ M DUR FAC 1 25 FROM MKB O A A / ~ Haines Clty, ~~ 33844 FLCertificaleofAuthorization#567 BDILDNNGIIDE SIGNCRTPFRSANSI ~/TPITI SEC UZE OF THIS COMPONENT FOR ANY DUILDING IS THE RESPONSIBiLiTV OT THE F eb SPACING 24.0 " JREF- 1T4J235_Z09 (702598-DERRICK WATERS/ DUVAL COUNTY 1160 BEACH AVE. E~15) IM1J UWU NKtNAKtU CHUM I.UMYUItK 1NYU1 (LUAU) 6 U1MtNJ1UNJ) JUtlM111tU CY IKUJJ MYK. Top chord 2x4 SP ~{2 120 mph wind, 19.73 ft mean hgt, ASCE 7 02, PART._ ENC. bldg, not Bot chord 2x4 SP ~2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL =3.0 psf. Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CH ORD SPAC ING(IN OC) START(FT) END(FT) TC 75 -1.50 7.00 BC 82 0.15 7.00 ' 2129 R=171 U=248 5 ~ 3 3 1 1830 R=110 U=180 2X4(Al) ~1-6-0~ 7-0-0 Over 3 Supports R=398 U=250 W=5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C /RT=1.25(1.25)/5(2) 7.22 .112 2 ~ OTY:B FL - 4 - E/ -/ - Sca le =.5"/Ft. **NARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION. HA NULING, SHIPPING, INSTALL LNG AND BRACING. REFER TO SCSI (NUILUING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLAT[ INSiItU TE. 218 NORTH 1 EE STREET ALE%ANDRIA VA SUITE 312 22714) AND NTCA (N UOU TRUSS COUNCIL OF AMERICA 6300 ,~ S.•~ ~..... . E T C L L 2 0. 0 P S F R E F R 2.3_5__2 4 1 2 8 _ , . . . . ENTERPRISE LANE, MADISON, NI 53]19) FOR SAFETY PRACtICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OIIIE RUI SF INDICATED i0P CHORD SHALL HAVE PROPERCV ATTACHED STRUCTURAL PANELS ANU NOTtOM CHORD SHALL HAVE ~ .~• ~~ T C D L 7 0 P S F D A T E 0 2/ 0 2/ 0 7 A PROPERLY ATTACHED RIGIU CF (LING. **IMPORTANT**F URNI511 A COPY OF THIS pE SIGN 10 TUE INSTALLATION CONTRACTOR ITN BUILDING COMPO NENIS • 1 No 1, C DL 5. 0 P$F DRW HCUSR235 07033072 A L P I N E . GROUP, INC.. SHALL NOT BE RESPONSIBI[ FOR ANY DEVIATION FROM THIS UESIGN: ANY FAILURE 10 BILLED tHE TRDSS IN CONFORMANCE Hl ill iP T: OR FABRICATIOG, HANULLNG, SHIPPING. INSTALLING b BRAf,l NG OF TRUSSES. if : T ~ B C L L 1 0 0 P S F H C- E N G A K/ D L J DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PI AiES ARE MADE OF 20/IB/1fiGA (W,11/SS(N) ASTM AfiS3 GRAUE 00/60 (H. K/H. SS) GALV. STEEL. APPLY PI AILS 10 [ACM FACE OF TRUSS AND, UNLC SS OIHCRNISE LOCATED ON THIS DESIGN. POSITION PLR URAWLNGS 160A-L. ~ : ~~ • ~( O ^ ~ ~ OP TOT . L D . 4 2 . O (` P S F [ /~ S L O N 'I '7 'J 1 / 3 8 O 2 T6V BIll1l~/I19 Co/nponent$ Gr~~PAA, AA~nC~ ANY INSPCCIION OF PLATES FOI.LOWFO DY (I) SHALL BE PLR ANNC% Al DF iPI12002 SE f,. 3. A SEAL ON THIS DRAWING INDICATES AC(.EP LANCE OF PROFESSIONAL ENGINEERING RESPONStRIi IiY SOL FLY FOR THE TRD55 COMPONENT U F OF iNiS COMPONENT FOR ANY NUILUING IS THE RESPONSIBILITY OF lHE I H T S T j C ~ • . R n/O H , ` ~-°~ •~ D U R . F A C . 1 . 2 5 F ROM M K B i Haines Crty, FL 338YY FL Certificate of Authorization#567 Z DUI LD I NG OE SIGNCR PE R ANSI/TPI 1 SEC F e SPA CING 24 .0 " JREF - 1T4J235_Z09 IH1J UWG YHtHAKtU YKUM I.UMYUItK 1WYU1 (LUAU) 8 U1MtNJ1UNJ) JUMM111tU tSY IKUJJ MhH. (702598-DERRICK WATERS/ UUVAL CUUNVY 11bU tsta~n v,vc. n~io Iwo Top chord 2x4 SP ~{2 Bot chord 2x4 SP #2 ~, Webs 2x4 SP ~3 120 mph wind, 19.72 ft mean hgt, ASCE 7 02, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Hipjack supports 7 0 0 setback jacks with no webs. Deflection meets L/240 live and L/180 total load. 2125 R=209 U=288 3-2-13 1830 R=436 U=201 -2-1-7-~ -10-13 Over 3 Supports J R=458 U=394 W=7.778" Design Crit: TPI-2002(STD)/FBC L/- 4 -/E - - Scale =.5" Ft. F PLT TYP. Wave Cq/RT=1.25(1.25)/5(2) 7.22.1122 OTY:3 **WARNING** LRU SSES RL OLI IRE E%TRE ME CARE IN FABRICATION. HANOt LNG. SHIPP [NG. INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 ~ 4_ : •••'•• -- ~r •• ( ` T C L L 2 0. 0 P S F R E F R 2 3 5 2 4 1 2 9 NORTH LEE SfR EET. SUITE 312. ALE%A NDRTA, VA, 22]14) ANp WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6800 FOR SATETY PRACTICES PRIOR TO PERFORMING THESE FUNf,TIONS. UNLESS WI 5]719 MA 0N • S ~- T C D L J O P S F {~ T A E O 2/ O 2/ O ) pI5 , ENTERPRISE LANE, HAVE PROPERLY ATTACHED STRUCT Uft AL PANELS AND BOTTOM CH OftD SHALL HAVE HORD SHALL 01 HERWL SE INDICATED TOP f •~ I IJ I . , A PROPERLY ATTACH[p RIGID CEILING. C \ 6 '1 BC DL 5.0 PSF DRW NCUSR235 07033071 **IMPORTANT**FURNISH A f,OPY OT THIS DESIGN i0 THE iNSTALLAiION CONTRACTOR. ITW BUILDING COMPO NFNIS ANY FAILURE TO BUILD THE IRUSS ON FROM THIS DESIGN NY V AT S~ - ~ B C L L 1 0 0 P S F N C- E N G A K/ D L J A L P I N E : DE I I GROUP, INC. SHALL NOT BE RESPONSIBLE TOR A IN CO NT ORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. ' A ~ STA E O ~ DESIGN CONFORMS WITH APPLICABLE PROVISJ ONS GF NDS (NATIONAL DESIGN SPEC, BY AFBPA) ANp TPI. ALPINE : ~• T 0 T L D 4 2 0 P S F N 1 7 8 0 5 S E CON NE Ci OR PLA T[S ARE MAOF OF 20/1B/16GA (W.H/$5/K) ASTM A65] GRADE 40/60 (W, K/H,SS) GALV. SIEFI,. APPLY POSIl10N PER DRAWINGS 160A-Z. RWISE LOCATED ON TNIS DC SIGN OIII ••~ ~, • ~ O R1~ •- . Q 3 , E PLATES TO EACH TALE OF TRUSS AND. UNLESS ANY INSPECTION OF PLATES LOLLOWFD BY (i) SIIAIL BE PER ANNE% A] OF TPI1-2002 SEC.]. A SEAL DN 11115 • r ~ D U R F A C 1 2 5 F R 0 M M T,, / `roV ~nL, tS B ~d /, Dft AWING INDICAIFS ACCEPiANLC OF PROFF SSIONAL ENGINEERING RE SPONSIB II_I iY SOLELY FOR IIiC TRUSS f,OMPONLNi {~,0,/A\ /'/1L K p V . I,I VI ing Qm l~~Aen Haines (,'lty, FL 3844 FL Certificate of Authorization#567 BBIl DINGHDESIGNF.R TFPERSANSI/iPIIl SLC DZF OF FHLS COMPONENT FOR ANY BD II DING IS THE RESPONSIBILITY OF THE Feb SPACING 24.0" JREF- 1T4J235_Z09 Wind reactions based on MWFRS pressures IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 75 -2.12 9.90 BC 88 0.15 9.90 IFIiJ UWU YKtPAKtU YKUM I.UMf UItK 1W1'UI (LUAU) G U1MtfVJ1UNJ) JUtlM111tU UY IKUJJ MhK. (/U259B UtKK1CK WAIkKJJ UUVAL t,vuiv(r iiou etN~n Hvc. c~~,/ Top chard 2x6 SP #2 Bot chord 2x4 SP #2 Wind reactions based on MWFRS pressures. ,Deflection meets L/240 live and L/180 total load. 120 mph wind, 20.05 ft mean hgt, ASCE 7 02, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 7.00 BG 48 3.04 7.00 a -~ 0 4 1 I- 4-2-1 ~ I ~---- 7-0-0 Over 3 Supports R=315 U=205 W=5.5" R=222 U°279 R=59 U=180 FBC TPI-2002 STD t )/ : ( Design Cri PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.22 .1122. **WARNING** TRUSSES REGUIRE EXTREME CARE IN FABRICATION. HANDii NG. GlII PPING, INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY IMF ORMATION), PUBLISHED BY TPI (TRUSS PLATE IN$TITD IE. 218 C NORTH LEE SiREE T, SUITE ]12. ALEXANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICq, fi3OO ENTERPRISE LANE. MADISON. WI 5]]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INpICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANp BOTTOM CHORD SHALL HAVE A PROPk.R1Y ATTACHED RIGID CEILING. **IMPORTANT**F Uft NISH A COPY OF THIS OF SIGN TU THE INSTALLATION CONTRACTOR. [TW DUI LDING COMPONEN y INC. SHALL. NOT DE RESPONSIBLE IDR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BUILD THE TRUSS GROUP l~ A L P I N E , IN CONFORMANCE WITH TPI: OR FaBRICA TING, HgNDLING. SHIPPING, INSTALLING b BRACING OF TRUSSES. - . DEST GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPf C, BY AF 6P A) AND CPI. ALPt HE ~ A CONNECTOR PLATES ARE MADE OF 2O/18/16Ga (N.H/SS/K) ASiM x653 GRADE 40/60 (H. N/H.SS) GALV. S1EEL. APPLY PLATES TO EACH FACE OF TRUSS AMU. UNLESS OTHERWISE LOfn TEO ON THIS UESIGN. POSITION PER DRAWINGS 16OA-Z. f1NBuildingComponentsGroupAAlAAt Haines Ct , FL 338YY l• `J U FL Certificate of Authorizatio nC. n # 567 ANY INSPECTION OF PLATES FOLLOWf.U RY (i) SHALL RE PER ANNEX A] OF 1PI1.2002 RFf .}. A SEAL UN i11IS DRAWING INDICg1ES ACf,EP1ANfE OF PROFESSIONAL CNGINEERING RESPDNSIRItIiY SOLELY FUR i11F TRUS$ COMPONENT DE SSGN SHf1NN, THE SUt1 Ae1lTTY AND USF Of THIS COMPONCNT FOR ANY BDILDING LS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/1PI 1 SEC. 2. {, FeU 2129 2 3 1 ~19 3 0 1830 OF 4 ~-~/-/4/-/E/-/ " TC LL 20.0 PSF TC DL 7.0 PSF BC DL 5.0 PSF BC LL 10.0 PSF TOT.LD. 42.0 PSF DUR.FAC. 1.25 SPACING 24.0 " Scale =.5"/Ft. REF R235-- 24130 DATE 02/02/07 DRW HCUSR235 07033082 HC-ENG AK/DLJ SEAN- 173794 FROM MKB JREF- 1T4J235_Z09 IH1J UWU 4'KtNAKtU YKVM I.UMYUItK 1NYUt (LUAU) ~ U1MtNJ1UNJ) JUtlM111tU tlY IKUJJ MhK. (702596 DEKKICK wAItKJ/ UUVAL cuUrvlT iiov otH~n rAV~. nuio~ Top chord 2x6 SP ~1 Dense Bot chord 2x4 SP ~2 120 mph wind, 20.03 ft mean hgt, ASCE 7 02, PART. ENC. bldg, (Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. Hipjack supports 7 0 0 setback jacks with no webs. Deflection meets L/240 live and L/180 total load. -~ 0 3 14 ~E 5-10-13 9-10-13 Over 3 Supports R=352 U=273 W=7.778" R=487 U=534 R=160 U=180 ~1 0 2 2-2-13 1930 1830 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave ~ C RT=1.25(1.25)/5(2) 7.22.1122. ~ OTY:2 FL/- 4 - E/-/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE E%/NEME CARE IN FABR]CATINN, HANDLING. SHIPPING, INSi ALL[NG AND BRACING. / L L 2 D. 0 P S F R E F R 2 3 5 2 4 1 3 1 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 218 GS••` ~~ • NORTH LEE StREET. SUtiE 312. ALE %ANORIA. VA, 22310) AND NTCA (N000 TRUSS COUNCIL OF AMERICA, 6300 ` ENTERPRISE LANE, MADISON, WI 53)19) FOR SAFE TV PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS ~•~* T C D L 7 0 P S F D AT E 0 2 0 2 0 7 OTIIE RIJ ISE INDICA TFD TOP CHORD SHALL HAVE PROPERLY AI TACHED STRUCTURAL PANELS AND BOTTOM CHORU SHALT NAVE ~ ~ ~ V / / A PROPERLY ATTACHED RIGID cEluNa. 3 ~O b ~Z •'~ BC DL 5. 0 PSF DRW HCUSR235 07033083 **IMPORTANT**F URNICH A COPY OF THIS DESIGN 10 THE INSiALLAiION CONTRACTOR. ITN BUILDING COMPONENT. A L P I N E GROUP, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS =~ ~ ~ B C L L 1 0.0 P S F H C- E N G A K/ D L J IN CDNT ORMANCF MITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING d BRACING OF TRUSSES. DESIGN CONFORMS H1TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESSGN SP EL, BY AF BP A) AND TPI. ALPINE _ ~ •e STAT OF _ (~(~ CONNECTOR PLATES ARE MADE OF 20/1U/16GA (N.H/SS/K) ASTM A653 GRADE 40/fi0 (W, K/H.SS) GALV. STEEL_ APPLY ~ •~ w P*'j• T O T, L D 4 2 0 P S F ~ E Q N 1 7 3 7 9 9 PI ATES TO EACII FACE OF TRUSS AND. UNI FSS OTIIE RHISE LOCATED ON ilIIS DESIGN, POSITION PER DRAWINGS 160A-Z. r/ O RlO Arvr INSPErn on DF PLnTtS roLLQUeD er (;I SHALL BE PFR nNxFx AB DT rPll-moz sEr,.a. A seAL orv rHis l• f{AA "•~~ D U R . F A C . 1. 2 5 F R 0 M M K B TYV Building Comp/~onents Group, ,ll1nc. DRANING iNDICAlES ACCEPiA NCE OF PROTESSION AI ENGINEERING PE SPON518II TTY SOLELY FOR IIIF TRUSS COMPONF Ni Haines City, FL 3384Y BUII DINGH DE SIGNERiPERSgN51/TPITI SED UZE OF i11[S COMPONENT FOR ANY BU CLUING IS iHC RESPONSLBILITY OF IHC e so A~~ SPACING 24.0" JREF- 1T4J235_Z09 FL Certificate of AuthoriZaflon # 567 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 75 0.00 9.90 BC 67 4.36 9.90 (702598-DERRICK WATERS/ DUVAL COUNTY 1160 BEACH AVE. CJ19 2R 2L) Top chord 2x6 SP #2 Bot chord 2x4 SP {~2 Wind reactions based on MWFRS pressures. Deflection meets L/240 live and L/180 total load. IH1J UWG YKtYAKtU YKVM I,UMk'UItN 1NYU1 (LUAU) 6 U1MtNJ1UNJ) JUHM111tU MT IKUJJ MYK. 120 mph wind, 19.64 ft mean hgt, ASCE 7 02, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ~ CHORD SPACING(IN OC) START(FT) END(FT) TC 65 0.00 5.04 BC 24 3.04 5.04 0 4 1 R=167 U=193 R=30 U=180 ~~2025 154 ~~19 3 0 1830 --2-3-1~ -5-0-7 Over 3 Supports R=232 U=180 W=5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.25(1.25)/5(2) 7. **WARNING** TRUSSES RE pU1RE E%TREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALEING ANU BRACING. REFER TO BCSI (PUILpING COMPVNENT SAFETY INFORMATION), PUBLISI{ED BY TPI (TRUSS PLATE INSTITUTE, 21& NORTH LEE STREET, SUITE 312. ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6100 22 .112 QT C~ J•••• E N ~• • S' :4 T C - 4/ L L -/E/ 2 0 -/ 0 - P S F Scal R E F e =.5" R 2 3 5 Ft. 2 4 1 3 2 ENTERVRISE LANE, MADISON. WI 53)19) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INpICA TED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANp RO1tOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. . ~ ~ F . ~ T C D L 7 0 P S F D A T E 0 2/ 0 2/ 0 7 **IMPORTANT**F URxISH A COPY 01 Il115 DESIGN TO THE INSTALL AiION CONTRA CT Oft. ITH BUILDING COMPONENTS • ~• 21 BC DL 5. 0 PSF DRW HCI1SR235 07033084 A L P I N E caouP. INC. SHALL Nor BE RESaons161E FOR ANr DevlAU ON rfton rnls DesIGN: ANV FAIEURE ro BUILD rHE muss IN CONFORMANCE WiiH TPI: OR FaMRICATING. HANDLING. SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Np5 (NnT1ONAL pESIGN SPEC UY AFEPA) nND TPI ALPINE ~ ~ ~• • C ~' Or f • B C L L 1 0. 0 P S F H C- E N G A K/ D L J . . CONNECTOR PIATES ARE MADE OF 20/]tl/16GA (W,H/SS/K) ASIM A65J GRADE 40/60 (W, K/H,SS) GAIN. STEEL. APPLY PLATES lU EACH FACE OF TRUSS ANp, UNLESS O111E RWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWC Y ~ / ••• • ~ Af ~~ ~ • O RI1~•~ _ T 0 T . L D 4 2 0 P S F S E Q N 1 7 3 8 1 5 TYYBuildingCompl+onentsfGr]ouOp~,~llnC, Haines City FL 33844 p B (I) SHALL 9E PER AN HEX A3 OF TPI1-2002 SEC.3. A SF AC UN THIS DRAWING INDICATES ACCEPTANCE of PROFFSSIUNAI ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT UZE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE N II T SU T r ~\ 'O~w\ ~ /°~{• DUR . FAC. 1. 25 FROM MKB , F[. Certificate of Authorization#567 gUlLO NG DESI6NER PCR NSI/TPI I SEC Fe b SPA CING 24 .0 " JREF 1T4J2 35 Z09 IN1J UWU NHtYAKtU FHUM I,UMYUItN 1NYU1 (LUAU) 5 U1MtNJ1UNJ) JUtlM111tU tlY IHUJJ MhN (702596 DERRICK WATERS/ DUVAL COUNTY 1160 BEACH AVt Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Wind reactions based on MWFRS pressures. ,Deflection meets L/240 live and L/180 total load. CJL1 SK 3t 120 mph wind, 19.33 ft mean hgt, ASCE 7 02, PART._ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ~, CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -1.50 5.04 ,~,: BC 59 0.15 5.04 2X4 (Al) ~1-6-0~ --5-0-7 Over 3 Supports R=319 U-200 W=5.5" R=118 U-180 R=75 U=180 ~20 4 12 2 5 4 1830 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.25(1.25)/5(2) 7.22.112 Q Y:6 FLJ-/4 -/E/ /- Scale =.5"JFt. **WARNING** TRUSSES RE UU IRE E%TRE ME CARE IN FABRICATION, HANDLING. SHIPPING. [NSt AILING ANp BRACING. L ..~`. ~• ~ T C L L 2 0.0 P S F REFER TO BCSI (BUIIUING COMPONENT SAFETY INFORMATION), PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 218 ` R L F R 2 3 5 2 4 1 3 4 NORTH TEE STREET, SUITE 312. ALE%ANORIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL DF AMERICA. 6300 ~~~.~• /` ENIFRPRI SE LANE. MADISON. WI 53119) FOR SAFETY PkACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNI ESS . ~ T C D L 7 0 P S F DATE 0 2 / 0 2 ~ 0 7 OTHERWISE INpICAIED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE ~0 A PROPERLY ATTACHED RIGID CEILING. S * ? BC DL 5 . D PSF DRW HCUSR235 07033075 **IMPORTANT**FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION fONTRnCiOR. iiN BUILDING COMPONENTS _ ~ (` A L P I N E GROUP, INC. SHALL NOT HE RESPONSI8IE FOR ANY DEVIniION FROM TItIS DESIGN; ANY FAILURE i0 BUILD THE TRUSS _ B li L L 1 O. D P S F H C- E N G A K J D L J IN CONFORMANCE HIiH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLfNG R BRACING OF tRUSSES. ~ : S 1 E F :~ UESIGN CONFORMS NI1H APPLICABLE PROVISIONS OF NOS (NAtlONAL DC SIGN SPEC, BY AF 6P A) ANO LPT_ AL.PCNE 9 ~ f,ONNECT OR PLATES APE MApE OF 20/18/1(+GA (N.H/SS/KJ ASTM A653 GRADE 40/FO (W, K/H.SSj GALV. STEEL. APPLY Q .~r~OO~O~i`S TOT. LD 42 0 PSF SEON 173808 PLATES FO EACH FA<F OF TRUSS qNU, UNLESS OTHERWISE IOCA TED ON THIS DESIGN, POSITION PER DRANiNGS 160A-Z. ~ Il C ANY LNSP EC iION OF PI AiES FDLLONED BY <;, SHALL NE PER ANNF% A3 OF IPiI-2002 SF C.3. n SE AI ON THIS S~~~NA~ 116 D U R F A C 1 2 5 F R 0 M M K B 71N Building Components GrouppA, Ina. DRAWING INDICA1t1 ACCEPiANf,E DI PROFESSIONAL tNGINEERING RESPONSIBILIFY SOLELY FOR THE TRUSS COMVONENi ~p Haines CdYf FL 330Y4 91E1~1 ~~N6 0E9 GNF RiGERSAN51/Ip ~'; AHO NSF QF THIS COMPONENT FDR ANY NDI LDING IS THE RESPONSIBILITY DF THE F e b 0 S P A C I N G 2 4 . 0 " J REF - 1 T 4 J 2 3 5_Z O 9 FL Certificate of AuthonzaGOn # 567 IH1J UWU YKtYAKtU YKUM LVMYUItK 1WYU1 (LUAU) 5 U1MtNJlUNJ) JUtlM111tU f}Y IKUJJ MYK. (70259B DERRICK WATERS) DUVAL COUNTY 1160 BEACH Avt. wzz sK st Top chord 2x4 SP $2 Bot chord 2x4 SP µ2 Wind reactions based on MWFRS pressures. Deflection meets L/240 live and L/180 total load. 120 mph wind, 18.91 ft mean hgt, ASCE 7 02, PART. ENC. bldg, Located anywhere in roof, CAT II, EXP C, wind TC bL=4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ~ CHORD SPACING(IN OC) START(FT) END (F T) TC 59 -1.50 3.04 w BC 35 0.15 3.04 a ~~19 6 12 5 ~_ R=59 U=180 1 7 4 18 3 0 R=38 U=180 2X4(A1) ~1-6-0~ ~_3 0 7 Over 3_Supports ~ I R=244 U=180 W=5.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.25(1.25)/5 2) 7.22.1122 QTY:6 FL/- 4/- E/-/ - Scale =.5" Ft. **WARWING** TRUS SFS ftE VU1 RE E%iREME CARE IN FABRICATION. HANDLING. SHIPPING. INST AILING AND Bft ACING. REFER i0 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 210 ~ GE ~~~ ~ • L L 2 O O P S F R L F R 2 3 5 2 4 1 3 5 NORTH LEE STREET, SUITE 312. ALE%ANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 5300 UNLESS IOR TQ PERFORMING THESE FUNCTIONS P ' ~~~~•: T C D L 7 O P S F T E O ~ O O ~ D A . R , MADISON. WI 53]19) TOR SAFETY PRACTIf.ES ENTERPNISE LANf HORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE ISE INDICA7E0 TOP f H R ~ / / I , OI E H V ATTACHED RIGID CEILING q PRDPE RI _ ~ ''IA~ ~ K1 . . DL 5.0 PSF DRW HCUSR235 07033076 ~ **IMPORTANT**F URNI SH A COPY OF THIS DF SIGN TO i11E INST ALLAiION CONiRACTOft. ITN BUILDING COMPONENT ANY FAILURE TD BUILD THE TRU55 HIS ESIGN * = B C L L 0 1 0 P S F N C - E N G A K D L J A L P I N E D ; GROUP. INC. SHALL NOi BE RESPONSIBLE FOR ANY DEVIATION FROM T HANDLING. SHIPPING, INSTALLING & BRACING OF TRUSSES. IN CONFORMANCE WITH TPI: OR FABRICATING A ! STA E O • . / . DES]GN CONT ORMS WITH APPLECABLF PRDV ISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF BP A) AND TP [. ALPINE . ~ ~ w i ~ ~ T 0 T L D 4 2 0 P S F S E Q N 1 7 3 8 1 1 CON NE CI OR PLATES ARE MADE OF 20/l8/16GA (W.H/SS/K) ASTM A553 GRADE 40/60 (W. K/H,SS) GALV. STEEL. AP PI.V POSITION PER DRAWINGS i60A-] TED UN THIS DESIGN V LOP ^ P'f .. • ~ OR~O . . , .A ISE PLATES i0 EACH FACE DF TRU55 AND. UNLESS OTN[ft TES FOLLOWED DY <;) SHALL NE PER ANNE% A] DF TPI,-2002 SE C.3. A SEAL DN THIS PL ` . ~ ~ T~~C J If /~ ~nC ~ /~E~ C A ANY INSPC CTION DF ATES I M N L B O O R ON A G I P F C G ~io~~~~ D U R F A C 1 2 5 F R O M M K B . S V P. ,II pIII~Y~n`.A OIn~O/IEn Haines City, FL 33844 FL Certificate of Authorization # 567 INE Rf SPONS BI LITY OF IS THE NY BUILDING COMPONENI FOR OF TLII S USE SUITABII TTY ND THE SHONNC DESIGN BDILDING DESIGNER PER ANSIi,PI , 4FG. 2. A Feb 0 SPACING 24.0 " )REF- 1T4J235_Z09 IN1J UWU I'HtYAKtU tKUM I,UMYUItK 1NYU1 (LVAUJ 6 U1MtNJ1UNJ) JUtlM111tU tlY IKUJJ MhK. (!U"LSyH-UtKKiCK WAftKJ Top chord 2x4 SP ~2 Bot chord 2x4 SP #2 UUVAI I.U UNIT -- libV tSCN~n Hv[. - w c~ ~n o~) Wind reactions based on MWFRS pressures. Deflection meets L/240 live and L/180 total load. 120 mph wind, 18.49 ft mean hgt, ASCE 7 02, PART._ENC. bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 33 -1.50 1.04 BC 11 0.15 1.04 3 a: 5 ~- 2X4(A1) ~~18 8 12 R= 38 U-180 0 9 4 ~L~18 3 0 R=-8 U=~ 180 ~1-6-0~ 1 0 7 Over 3 Supports -~ R=217 U=180 W=5.5" PLT TYP. Wave ALPINE W Building Components Group, Inc. Haines C)ty, FL 33844 FL Certificate of Authorization # 5f Design Crit: TPI-2002(STD)/FBC Cq/RT=1.25(1__25)/5(2) 7.22.112 ~WAftNING"" TAU SSES RF OUIRE EXTREME CARE ]N FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. ~•. REFER i0 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTIT ptE. 21B NORTH LEF STREF T, SUITE 312. ALF%ANDRIA, VA. 223]4) AND WTCA (WOOD TRU55 COUNCIL OF AMERICA. 6300 ENTERPRISE LANE. MAUI SON, WI 53]l9) FOR SAiF iY PRACTICES PRIOR 10 PERFORMING THC SE FUNCTIONS. UNLESS OTHERHISE INDICATED lOP CHORD SHALL HAVL PROPERLY ATTACHED STRUCTURAL PANELS ANp BOT10M CHOftD SHALL HAY[ A PROPERLY ATTAC11E0 RIGIp CEILING. y `*IMFORTANT*"F Uft NI S11 A COPY OF THIS DESIGN TO THE INSTALLATION f.O NTRACTGR. IIW DUILpING COMPONENTS 7~ ~ GROUP, INf.. SHALL NOT BE ftE SPONSI BLk FOR ANY pEVIAiION FROM THIS DF SIGN: ANY FAILUNE i0 BUILD THE TRUSS IN CONFORMANCE N1111 TPI; OR FA BRICA If NG. HANDLING. SHIPPING. INSTALLING d BRACING OF TRUSSES. A DE ST GN CO NF URMS NSTH APPLICABLE PROV LSIONS OF NUS (NAT [ONAL DESIGN SPEC. BY AF SP A) AND iP I_ AI. PI NE CONNECTOR PL ATFS ARE MADE OF 20/]8/ItiGA (W.H/SS/Ki ASTM A653 GRADE 40/60 (H, K/H,SS) GALV. STEEL. APPLY PLA tFS i0 EAC11 FACE OF TRUSS ANp. UNLCSS pTNE RLII SE LOCATED ON THIS pFBiGN. POSITION PER DRANINGS IfiOA-]_. ANY INSPECTION OF PLATES FOLLOWFp HY (i) SHALL BE PER ANNF% A3 pF TPI t-1002 SE C.3. A SCAL pN TH]S URAWTNG INDICATES ACCEPTANCE OF PR pFESSIONAL ENGINEERING RF SPpNSIB1LITY SpIELY FOR THE TRUSS f,OMPp NFNI SIGN SHONN. THE SLI[TABILIiY ANp USE OF THIS COMPD NE Ni TUR ANY BUILDING IS THE HE SPONSIBILITY OF THE Uf . BUILpiNG pF SIGNER PFR ANSI/iPi 1 SEC. T. F e b """""'~ QTY:10 FL/ /4 -/E -/ - :C•• TC LL 20.0 PSF •°ov TC DL 7.0 PSF N~ 12 BC DL 5.0 PSF i TAT BC LL 10.0 PSF P•` .~OR-O TOT. LD. 42.0 PSF , i/ONAt~~ DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R235-- 24136 DATE 02/02J07 DR W HCUSR235 07033077 HC-ENG AK/DLJ SEQN- 173821 FROM MKB JREF- 1T4J235_Z09 ~~ ~~~~ li LATERAL BRACING (CLB) WHEN CONTINUOUS AN ALTERNATIVE WEB TO BE USED DESIGN BUT DETAIL IS AN ALPINE TRUSS THIS IS SFECIFM~TH~ IS DESIRED. BRACING CHANGING ,TTHEDR~CING OR SCAB NOTES: ONLY APPLIC SBLA ED DESIGNS TO pATIVE- THIS DETAIL oN SINGLE PLY BE CONSER CLB SHOWN BELOW MAY WITH APPROPRIATE C RETRUN DESIGN BRACING• BRACING SPECIFIED IN THE BRACING, ALTERNA ALTERNATNE FOR MINIMUM BRACING • LNG ALTERNATIVE BRAC SCAB BRACE 5PE RA LB T OR L_BRACE I-2X4 WEB MEMBER ~ CING 2X4 2-2X4 SIZE I ROW 2X6 1-2X6 2X3 OR 2X4 2 ROWS 2X4 2-2X4(*) 2X3 OR 2X4 I RBW 2X6 I-2X8 2X6 2 ROWS 2X6 2-2X6(*) 2X6 I ROW 2X6 8 2 ROWS 2X 2X8 GRADE BE SAME ~THERw ~ ON RACE AND SCAB BU~L~SSOSpECIFIED T_BRACE, L_B MEMBER SCAB TO gACH OR BETTER TSEA pEDESIGN- APPLY (I) WIDE FACE OF WEB ENGINEER S ~~) CENTER SCAB ON FADE BF wEB. ---- -~ G • SCAB BRACIN FACE BF wEB S TO WIDE FACE. Np MORE THA10di)BOXAOR GUN ATTACH WITH NAILS (0.128'~x 3 ~~ MIN) A MINIMUM AT 6" O.C. B MEMBER LENGTH 80% OF WEB NG~ LNST LING pEATE SHLPPI DY TPI < HANDL[NG~ iRUS Uc UNCIL OF FABRICATING, PUBWTCA CWOOU NG 'THESE CARE SAFE PRIOR TD PERFS RU TURAL TRUSSES REQ~RLDSN~T COMPONENT TY l V ~R~Y 3PRAC ~ ES Y AT iAGHED L TE 312, PLEXAND gR'SAFE VE pRD~ER ~~WARNING+~* TRTH CLEF STR.. SUI WI g3719> SNAIL HA LUNG LP WE ENGINEE O BRACING. REFER MADISON, TOP CHOR g7TA D L INDICATED, LHE R GID C FAILURE INSTITUTE, 218 ENTERPRISE RISE HAVE A PRUPERL NTRALTD~~ A 63DD OTHER SHALL TLON CU THIS ESIGN~ MST ALLIES a IGN AMERICA, UNLESS CE CHORD T^ INST ~IIATION FROM SHNDSINNATIDNAL D FUNETlO AND BOTTOM THIS DESIGN ANY DE HANDLING, PANELS COPY OF DR FPBRIEAT LN ~O~(ISIDNS OE ~W,HtSSIKT ~THERWt E G FURNISNOT BE RES 4N HgTplfFUR AND, UNLESS SHALL atlTH APPLCC MADE OF 20/lBRUSSA DN OF PLATES FOL TANED DF ~xIMpORT ANT+" CONFURMANCE ACCER PRODUCT HE I RUSS IN A~P1NPi1S~~-NPRUR PLAA ES3 TD EACH F ~ AN R~SSSRCUMPDNENDI DES GN SMDWN, THE A--P~N~ 95A~NG DF TRUSSES A SEAL ON THE HULLOING [. TPI. V STEEL PER pRAWLNGS 166A-Z. TY OF B ti~ TED ONH OHS DESIGN. RESPONSIB LITYC SULA~Y BUR PING [S THE RESPONSIBILI _._~o INC. SHALL BE PoR ENGINEER fl HLS COMPONENT FOR ~~ T gB ACING L_BR~CING: SIDE OF WEB NARROW FACE. APPLY T WITH I10d BOX OR GUN ATTACH „MIN) NAILS' (O.I28,.x 3~ 'BR ~~ WEB AT 6" O.C~ MINIMUM LENGTH MEMBER T-BRACE \ i BR \\ L-BRACE L-BRACE T-BRACE _~- SCAE ~ DRAWING 5~g,640 REPLACES THIS DRAWING REF CLB SUBST PSF 11~1IQ6 T PSF DATE BRCLBSUR1106 TC DL PSF DgWG IviLHIKAR ~ s, EtVSE : BC DL PSF -gNG v ~' ~ 22~Z b C LL ----~ PSF D Na. . TOT. L l T S'P~+TE OF ~ OUR. FAC. 1 v •.F[~REO~'~° SPACING ITW Building Components Group, Inc. ~„ 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate. of Product ApprovaL# FL1999 Page 1 of 1 Document ID:1T4V235-20814142947 Truss Fabricator: Lumber Unlimited .lob identification: 70259A-DERRICK WATERS/ DUVAL COUNTY -- 1160 BEACH AVE. (70259A-DERRICK WATERS/ DUVAL COUNTY- Truss Count: 9 Model code: Florida Building Code 2004 and 2006 Supplement Truss Criteria: ANSI/TPI-2002 (STD) /FBC EngineeringSoBwaze: Alpine Software,Versions 7.22, 7.33. ~ structural Engineer ofReoord: The identity of the structural EO'R did not exist as of Address:.the seal date per section 61G15-31.003(5a) of the FAC Minimum Design Loads: R 0 0 f - N/ A '' floor.- 55.0 PSF @ 1.00 Duration - Wi nd - No .Wind _. ,.. Notes: Seal Date:: 02/14/2007' 1. Determination. as to the suitability of these truss components for the structure i s the responsi bi 1 i ty of .the bu9ldi ng designer/engi Weer of -Truss Design Engineer- .. .record, as defined in ANSI/TPI 1 James F.couinsJr. Florida License Number: 52212 2. The drawing date shown on this index sheet must. .match the date ShOWn 1950 Mazley Drive on the individual truss component drawing. Haines City, FL 33844 3, The loads indicated on alt referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are'to be reviewed and approved by the FOR/building designer. 4. As shown on attached drawings;. the drawing number is preceded by: HCUSR235 Details: GBLSY42A-GBLSY426- -Ref Descri tion Drawin Date 1 01628- .;-F24 07045060 0.2/14/07 2 01629- -F25 ' 0104506E 02/14/07.. 3 .01630- -E26 07045062 ...02/14/07 4 01631- -F27 07045064 02/14/07 5 01632- -F28 07045063 02/14/07 6 01633- -PW29' 07045116 02/14/07 7 01634- -F30 070451.17 02/14/07 8 01635- -F31 07045118 02/14/07 9 01636- -PW32 07045119 02 14 07 FILE COPY p • { = .f y ° ..J r e. ~.. r `r t 11117 UWV KKtYAKtU tKUM I,VMMU1tK 1NYU1 (LUAU? 6 U1MtW71UN7) lUtlM111tU tlY IKUJ7 MhK. ( /ULSyH-UCKKlI, IC WNI~RJ/ uuvH~ Vv Top chord 4x2 SP #1 Dense :T2 4x2 SP #2: Bot chord 4x2 SP 2 Webs 4x2 SP #3 Deflection meets L/240 live and L/180 total load. Truss must be installed as shown with top chord up. Truss has been designed for loads indicated concentrated load is to be supported by cantilever/overhang as specified. Truss has not been designed for additional roof or wall loads. See DWG GBLSY42A1103 or iG8LSY4281103 for gable details. 15" Typ.i 1 0 0 3X4= 4X10= 3X8= 5 See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. This truss spaced @ 24.0" OC supports additional concentrated load at left end from 8.09' stud wall (13.75 PSF) supporting 20 8 0 roof spans with 2-0 0 overhang. Roof load: 30.00 psf LL and 12.00 psf DL. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 20.54 BC 84 0.00 2.96 BC 84 0.00 3.15 BC 84 2.96 3.29 BC 84 3.15 4.46 BC 84 3.29 6.00 BC 84 4.46 6.96 BC 84 6.00 8.27 BC 84 6.96 9.58 BC 84 8.27 12.08 BC 84 9.58 14.04 BC 84 12.08 15.35 BC 84 14.04 16.00 BC 84 15.35 16.67 BC 84 16.00 19.17 BC 84 16.67 20.54 BC 84 19.17 20.54 3X3= W=3X4= 4X4= 3X4= 3X3= 3X4= 3X3= 3X3= 4X6= -3-0-0-~ 0-6-8 Over 2 Supports R=4131 W~=3.5" R=47i-108 PLF W=17 3 0 W=3X4= 1 0 0 812 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.25(1.25) 5(2) 7.22.1122 QTY:1 FL/- 4 -/E -J- Scale =.375" Ft. **WARNING** TRUSSES Rf.OU IRE F%IRFME CARE IN FABRIC AVON. HAN(1l.ING. SHIPPING, INSTALLING AND BRACING. T C L L 4 0. 0 P S F R E F 8 2 3 5 1 6 2 8 REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH IEE STREET. SUIIE 312. ALE%ANDRIA. VA, 22314) AND HTCA (NOOD TRUSS COUNCIL OF AMERICA, 6300 E NTERPRI SF LANE, MADISON, WI 53]19) FOR SAFETY PRACIICFS PRIOR TO PERFORMING THESE FUNCTIONS. UNI FSS ~ ` E N'" •• f "~ y` C •~~i T F~ D L 1 0 0 P S F D AT E 0 2 ~ 1 4 ~ O 7 OT HERNI SE INDICATED TOP CMORO SHALL HAVE PROPERLY ATTACHED Sift UCTUR AL. PANELS AND ROIFOM CHORD SHALL HAVE A PROPERLY ATTACHED R16IU CEILING. NQ ' BC DL 5 .0 PSF DRW HCUSR235 07045060 E **IMPORTANT**FURNISH A COVY OF THIS OE SIGN TO THE INSTALLATION fON1RACTOR. ITW Bf.G. INC. SMALL NOT BE RE SPONSIRLI FOR ANV DEVIATION FROM THIS UESIGN; ANV FAILURE TO BUILD TNF TRUSS IN CONFORMANCE NITH CING OF LRUSBE S ~ ' B C L L 0 . 0 PSF H C - E N G DLJ / D L J A L P I N . TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRA DESIGN CONFORMS WITH APPLICABLE PROVSSIONS OF NUS (NATIONAL DESIGN SPEC. RY AFhPA] AND TPI. ITW B[G CON NE Ct OR PLATES ARE MADE OF 20/18/16GA (N.H/SS/K) gSTM A66B GRADE 40/60 (N, K/H.SS) GAI. V. STEFt. APPLT -Z ~~ ."• STA P,jr \ ~ T 0 T L D 5 5 0 P S F S E Q N 4 0 2 8 1 T~~~ f~ /~ . PI. ALES TO EACH FACE OF TRUSS ANU. UNLESS OTHE RNISE LOCATED ON TNIS DESIGN, POSITION PF.R DRgNINGS 16UA ANT INSPECTION DF PLATES FOLLONED RY (i) SHALL NE PER nNNC% A3 DF iPll 2002 SEC.]. A SEAL ON iHiS RB;` TOM P ONiMF CA TE S I R R D R G O F I A G G Q ~ O p ~ ' - f7{ ~'°~\ /~ ~ D U R F A C 1 0 0 F R 0 M M K B EII ~II~fII~n9 VARIpOIIBniS V/~{~p, Haines City, FL 33844 FL Certificate of Authorizatio ~ne. n # 567 1 ~ RE SPONS 1HE I S THE F OR ANY BUILDING COMPONFNT THTS IISE OF S IDW N SNIT ABILITY ANp DESIGN BDILD,NG DESIGNER PER ANSI/TPI 1 SEG. 2. H ~ Feb SP ACING 24 .0 " JREF - 1T4V235_Z08 5X8= 5X6= W=3X4= 2X5111 4X4= 4X4= 4X4= 2X5111 4X4= 4X4= 2X5111 IH1] UWU YKtYAKtU hKUM LtIMYUItK IWYUI !I Il Alll x Illmrrv~lllrv~l ~IIHmI I Irli Hv INiI~~ ..~~ ( /uzSyA utKK1l.K WAILKJ/ UUVAL CUUNIY 1160 BLACH AVL. F25 Top chord 4x2 SP 1 Dense :T2 4x2 SP #~2: Bot chord 4x2 SP 2 Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.18" DL: 0.21" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 73 0.00 20.54 BC 91 0.00 2.96 BC 91 0.00 3.15 BC 91 2.96 4.46 BC 91 3.15 6.00 BC 91 4.46 6.96 BC 91 6.00 8.27 BC 91 6.96 9.58 BC 91 8.27 12.08 BC 91 9.58 12.73 BC 91 12.08 14.04 BC 91 12.73 15.35 BC 91 14.04 16.00 BC 91 15.35 16.67 BC 91 16.00 19.17 BC 91 16.67 20.54 BC 91 19.17 20.54 12 2 8 1!5" TypJ 1 0 0 5X10= 5X8= -3 - 0 0 -~ 5X6= W=3X4= 5X6= R=2830 W°3.5" + zxb continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. This truss spaced @ 24.0" OC supports additional concentrated load at left end from 8.09' stud wall (13.75 PSF) supporting 20 8 0 roof spans with 2 0 0 overhang. Roof load: 30.00 psf LL and 12.00 psf DL. Deflection meets L/240 live and L/180 total load. Truss must be installed as shown with top chord up. Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger - Simpson THA422 or equivalent, fill all nail holes. 5.5" 3X3= 3X3= W=3X4= 2X5111 4X4= 5X4= 2 X 5 III -20-6-8 Over 2 Supports 7-10 8 4X4= 2X5111 5X4= W=3X4= 5X6= 2X5111 R=854 H=(J) 1 0 0 ~8-1 2 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq RT=1.25(1.25)/5(2). 7. 22.1 FL - 4/- /E - - Sca le =.375" Ft. **NARNING** iRUG SfS RFOUIRE E%TREME CARE IN FABRICA7[ON, HANDLING, SHIPPING. INSTALLING AND BRACING. ~..... ~ S REFER TO SCSI (BUILDING COMPONENT SAFE iY INFORMATION), PIIBLI SHED BV TPI (IRUSS PLATE INSTITUTE. 2t8 NORtH LEE SiRCE t, SUITE 312. ALE%ANORIA. VA, 22314) AND HTCA (N OOp IRUSS COUNCIL OF gMERICA. 6300 •• ~~ E • \ ~••• T C L L 4 0 . 0 P S F R E F R 2 3 5 1 6 2 9 ENTERPRISE LANE. MADISON, HI 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS TII RW ~ ~ ~~ V /` T C D L 1 0 0 P S F DATE 0 2 ~ 1 4 ~ 0 7 O F ISE INDICATED lOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANEIS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING ~ 11Q • . **IMPORTANT**FLIRNISH A COPY OF 1lIIS DESIGN t0 THE INSTALLATION CONTRACTOR. ITN BCG. INC. SHALL NO * ~ Q ~ 2 * . * B C D L 5 O P J F DRW HCUSR235 07045061 A L P I N E BE RFSPONSIDLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE NItH ~ B C L L O O P S F H C- E N G D L J D L J / iPl: OR FABRICATING. HANDLING. SHIPPING, INSTALLING b BRACING OF TRUSSES. OF SIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC BY AFBPA N TP A . STATE OF ~~ /R . . ) A D I. ITN BCG CONNECTOR PLATES ARF MADE OF 20/ID/16GA (N.H/56/K) ASTM Afi53 G0.A Df AO 60 (N, K/H,SS) GAL V. STEEL. APPLY // ~~ ~%• w sj J~(~ /~ _ f T 0 T L D 5 5 0 P S F S E Q N 4 0 2 7 5 PLATES i0 EACH fPCC OF TRUSS AND. UNLESS VT HERHISF IOCATEO ON THIS DESIGN, POSITION PER ORANINGS 160A-Z. ` ~. ~ OR10,,.• ~ . . . JWBUIIdIngComponentS~`IOI~ppA,~AC. H C FL 33H44 ANY INSPECTION OF PLATES FOLLOWED DY (i) SHALL flE PEN ANNE% A3 OF TPI1-2002 SFC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROTESSiONAI ENGTNFFRING RESPONSIBILITY SOLELY TOR iilE iRtISS COMPONENT D D F OF THIS COMPONENT FOR ANY BUILUING IS THE RFSPONSIB1LIiY OF THE H I SO T S~~IyA`,~ I•//''~, DUB. FA C. 1. 00 FROM ~/ MKB alneS ity, FL Certificate of Authorization#Sb7 2 BDILONNG OESIGNER PER NSI/TPI ] SE A Fe b SPACIN G 24 .0 " )REF - 1T4V235_ZOS 3X4= 4X10= 3X8= 3X6= 3X6= 1.5X4111 3X6= 3X6= 3X6= IH1J UW~ YKtKAKtU YKUM LUMHIIIHH INP111 II IIAII\ x IllmFrv~llirv~l ~iiMmiiiFi~ uv iii.. ,.,~~~. ~ XvCJ7H-'UCRKII.R WHICttJ/ UUYHL I,U UIVIT -- 11bV tSt Al,h AVt. - hLb Top chord 4x2 SP 1 Dense Bot chord 4x2 SP 2 Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.21" DL: 0.20" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CNORD SPACING(IN OC) START(FT) END(FT) TC 118 0.00 17.21 BC 92 0.00 2.96 BC 92 0.00 3.15 BC 92 2.96 4.46 BC 92 3.15 6.96 BC 92 4.46 8.27 BC 92 6.96 9.58 BC 92 8.27 10.71 BC 92 9.58 12.02 BC 92 10.71 13.33 BC 92 12.02 15.83 BC 92 13.33 17.21 BC 92 15.83 17.21 9 8 8 115" TypJ 3X4= 4X10= 3X8= 3X6= 1 0 0 5X10= 5X5= 5X8= -3-0-0-~ ~E R=2708 W=3.5" + 1x6 continuous strongback. See ANSI/TPI 1-02 Sect. 7.5. This truss spaced @ 24.0" OC supports additional concentrated load at left end from 8.09' stud wall (13.75 PSF) supporting 20 8 0 roof spans with 2-0 0 overhang. Roof load: 30.00 psf LL and 12.00 psf DL. Deflection meets L/240 live and L/180 total load. Truss must be installed as shown with top chord up. Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger = Simpson THA422 or equivalent, fill all nail holes. 10.5"i 1.5X4111 3X8= 1.5X4111 3X6= 7 8 3X4= 3X4= 5X5= 2X5111 5X5= 2X5111 5X4= 5X4= 2X5111 4X4= 17-2-8 Over 2 Supports R==646 H=(J) 1 0 0 812 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.25(1.25)/5(2) 7.22 .112 QTY:1 2 FL -/4/- E -/ - Scal e =.375"/Ft. «*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSiALE ING AND BRACING. REFER TO BGSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSITiUTE, 218 NORTH LEE STREET. SUITE 312, ALE%gNORIA. VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF gMERICA, 6300 5.•. ~~ ~ ~• • T C L L 4 0 .0 P S F R E F R 2 3 5 1 6 3 0 ENTERPRISE LANE, MADISON, HI 53]19) !OR SgFE TY PRACTICES PRIOR TO PEftF ORMING THESE FUNCTIONS. UNLESS OIIfE RWISE INDICATED TOP CHORD SHALL HgVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ~ ~ (~ /` T C D L 1 0 . O P S F D A T E 0 2 / 1 4 / 0 7 A PROPERLY gTTALHED RIGID CEILING. a' 1,a **IMPORTANT**F U"NISH A COPY OF THIS OE SIGN TO tHF INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT ~ * ~ •~ * B C D L 5 0 P S F DRW HC USR235 07045062 A L P I N E BE RESPDNSIBLE FoR Anv DevlAnoN FROM rHls DESIGN; q"r FAIEURF To euuD THE muss IN coMFOnngncE WITH TPI: OR FABRICATING. HANDLING, SHTPP/NG. INSTALLING d BRACING OF TRUSSES. ATE OF B C L L 0 . 0 P S F H C- E N G D L J/ D L J DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAI pFSIGN SPEC, 9Y AFBPq) AND TPI. ITW BCG cDNNecTDR PLATES ARE nnoe of 2D~18~leGA (u.IVSSiNI Asrn A6fia r.RADE ao~6o (w, %~H.ss) GAty. srEEL. APPEr PLATES IO FaCH FgCE OF TRUSS qNO. UNLESS OIHE RNI SE LOCAT[O ON THIS OF SIGN, POSITION PER DRAWINGS 1fi0A-Z. ~~ P,.T~- ~' ~ OR~~~~~ TOT . L D . 5 5 .0 P S F S E Q N - 1 7 3 8 8 8 7W Building Components Group,lnc. Haines City FL 33844 ANY INSPfC1i0N OF PLATES FOLLOWED RV (i) SHALL BE PER ANNE% AJ OF TPI1-2002 SF C.. 3. A SFgL ON i1fIS DRAHING INDICATES ACCFPiANCf OF PROFESSIONAL ENGINEERING RESPONSIRIIITY SOLELY FOP THE TRUSS COMPONENF DESIGN SHONN. THE SUIiA9ILITY AND HSE OF THIS COMPONE NI FOR ANY BUILDING IS THE RE SPONSIB II IIY OF iHF ` /o`/wt .~~ I'P~L D U R . F A C . 1. 0 0 F ROM M K B , FL Certificate of Authorization#567 "°IIDING DesIeNER PER ANSTiTPI 1 sEC. 2. Feb SPACING 24 .0" JREF - 1T4V235 Z08 IM1J UWO NKtNAKtU YKUM I.UMYUItK 1NYU1 (LUAU) G U1MtNJ1UNJ) JUtlM111tU NY IKUJJ MEK. ( 70259A DERRICK WATERS/ DUVAL COUNTY ll6U UtACH Avt. rz/ Top chord 4x2 SP 2 Bot chord 4x2 SP 2 Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. I'Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger = Simpson THA422 or equivalent, fill all nail holes. 6 7 8 15" Typ. 1 0 0 ~ III 1.5X4111 R=726 W=3.5" + 2X6 COnt1nU0U5 StrOngOaCK. gee ANJ1/II'1 1 VC JeCI. /.~. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 96 0.00 13.21 BC 120 0.00 13.21 16" ~ =I~ - 5 3 0 13-2-8 Over 2 Supports R-726 H=(J) 1 0 0 812 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.25(1.25) 5(2) 7.22.112 T •4 FL - 4/- E - - Scale =.5" Ft. **WARNING** 1RUSSES REQUIRE E%TREME CARE IN FABRICATION, HANUL ING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI (BUILpING COMPONENT SAFETY INFORMATION). PUBLISHED BY TP[ (TRUSS PLATE INSTITUTE, 21B ~ ~ ~ ~• '•N C • _• T C L L 4 0 . 0 P S F R E F 8 2 3 5 1 6 3 1 NORTH LfE STREET. SUITE ]12, ALEXANDRIA. VA. 2?:514) AND WTCA (HOOD TRUSS COUNCIL OF AMEft ICA. 6300 F Nti RPRISE LANE. MADISON. W1 SJI19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCT[ONS. UNLESS VE PROPERLY ATTACHED STRUCTURAL PANELS ANp BOTTOM CHORp SHALL HAVE • • • G S~• ~ V •'v T C D L 1 0 . D P S F DATE O 2 / 1 4 ~ D 7 OTHERNI SE tND[CATEO TOP CIIORO SHALL HA A PROPERLY AiIACHEp RIGID CEILING. ~ ~ 6 1 Z BC DL 5 0 PSF DRW HCUSR235 07045064 A L P I N E **IMPORTANT*~FURNI6H A COVY Of i11IS pE51GN f0 THE 1NSTALLPTIDN CONTRACTOR. ITW BLG. INC. SH AiL NO BE RESPONSIBLE FOR ANY pEV1AT10N FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN LOHFORHANCE KITH INSTALLING 8 BRACING OF TRUSSES HIPPING y if ~ ~ : STATE OF T B C L L 0 .0 P S F H C- E N G D L J/ D L J . . TPI: OR FABRIC.AiING. ILA NDL ING. S DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL pE51GN SPEC. BY AFdPA) AND TPI, /TW BCG CONNECTOR PLATES PRE MADE OF 2p/18/16GA (H.H/SS/K) qS,M A65] GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY WINGS 160A2 N P R DR A . . A p * ^l O ,O~• ; • TOT . L D 5 5 0 P S F S E O N 4 0 2 6 7 •` . A E PLATES 70 EACH FACE OT TRtISS AND, UNLESS OTHERNISE LOCATED ON TN[S pE SIGN, POSITIO ANY INSPECii(!N DF PLATES FOLLONEU BY (;) SHALL BF PFR ANNk% A3 OF TPI, 2002 SEC.3. A SEAL ON TH,S AiFS ON O M 1 B L D G R O P I A O F C G I • f{ ~/QNAL ~~ D U R F A C 1 0 0 F R O M M K B .ORIPOtIBfIfS G(OU{I, ~ m$111~t/1(19 ( HamesCity,FL 33844 FL Certificate of Authorizatio (~• n # 567 OF THE SH OW NC RE SP DN S 81L IT Y THE FOR ANY BUILpING IS COMPONFNT iNIS NO USE DN TY II1F SUITAB II i IGN pF S BuILOINC DESIGNER PER ANSI/TPI I stt. 2. Feb SPACING 24 .0 " JREF - 1T4V2 35_ZOS 4X4= 3X4= 3X4= 1.5X4111 3X3= 3X4= 4X4= Iti1J UW~ NKtMAKtU hKUM I.UMNUItK 1NYU1 (LUAU) 6 U1MtNJ1UNJ) JUtlM111tU I1Y IKUJJ MhK ( /UL77H-Uttti(11.R WHICnJ/ uuvlYL Vv I Top chord 4x2 SP 2 Bot chord 4x2 SP 2 Webs 4x2 SP ~3 !Deflection meets L/360 live and L/240 total load. (Truss must be installed as shown with top chord up. 6 7 8 15" Typ. 1-0 0 See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) TC 120 0.00 13.21 BC 120 0.00 13.21 16" ~ -=1~ 5 3 0 1.5X4111 3X3= 3X3= 1.5X4111 3X3= 1.5X4111 R=148 PLF W=8 0 8 13-2-8 Over 2 Supports 1.5X4111 R=260 W=3" 1 0-0 812 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.25(1.25) 5(2) 7.22.1122 OTY:l /F`L -/4 -/E -/- Scale =.5" Ft. **WARNING** TRUSSES REQUIRE E%TftEME CARE IN FABft [CATION, HANOI ING. SHIPPING, INSTAI. LING AND BRACING. ~ T C L L 4 D. D P S F R E F 8 2 3 5 1 6 3 2 REFER 10 BCSI (BUILDING COMPONENt SAFETY 1NF ORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 (~ •.*~.........~• ••, NORTH LEE STREET. SUITE 312, ALE %ANDRIA. VA. 22314) ANU NTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ~`/•~ E NiERPRl SE LANE. MApl SON, WI 53]19) FOR SAFE tY PRACTICES PR/0R TO PERFORMING THESE FUNCTIONS. UNLESS T C D L 1 D D P S F DATE 0 2 / 1 4 / D OTHERWISE INOICAtED TOP CHORD SHALL HAVE PROPERLY ATTACHEU STRUCTURAL PANELS AND BOtTOM CHORD SHALL HAVE ~ A PROPERLY ATTACHED RIGID CEILING. N ~ L BC DL 50 PSF DRW HCUSR235 07045063 **IMF~RTANT'*F URN( SH A COPY OF THIS UE SIGN TO iHF INSTALLATION CONTRACTOR. iTN BGG. INC. 511ALL NOT .L A L P I N E BE RESPONSIBLE FOR ANV DEVIATION FROM THIS OE SIGN; ANV FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH 1' . B C L L 0.0 P S F H C- E N G D L J/ D L J tPI: OR FABRiCA II NG. HANDLING, SHIPPING, INSTALLING b BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF' NDS (NAtIONAL DESIGN SPEC. BY AFbPA) ANO TPI. ITW BCG -o : - TAT _ CONNECTOR PLATES ARF MADE OF 20/18/I6GA (N,H/SS/K) ASTM A653 GRADE 40/60 (N, K/H,SS) GALV. STEEL. APPLY TOT . L D 5 50 P S F S E O N 4 0 2 7 D PLATES 10 FAf.H FACE OF TRU 55 AND. UHl.E 55 OTHERNiSF LOCATED ON THIS 0ES[GN. POSITION PFR DRAHINGS 160A-]. ~•**~~* ANV INSPECTION OF PLATES FOLLOWED BY (i) SHAT I. DC PER ANNEX q3 OF TPI1-2002 SEC.3. A SEAL ON THIS ~n ~ ~O •~~~~~• Building Compl~onenllt!!s GrouOOp~1~AAIIIC. DRAWING INDICATES ACCCPiANCE OF PROFE55IONAL ENGINEERING RESPONSIBIIiTV SOLEtY FOR THE 10.055 COMPONENT V, ~ D U R . F A C . 1 .0 0 F R 0 M M K B ON 1.E'~ Haines Clty, l'L 330't`T BU II DING HD ESIGNERTPERSUNSF/TPIT1 SEC U'E OF THIS COMPONENT FOR ANY BUILDING ]S THE RESP ONSIH ILITY Of THE FLCeRificateofAulhorization#567 A Feb SPACING 24.0" JREF- 1T4V235_Z08 3X3= 3X3= 3X4= 1.5X4111 3X3= 3X3= 3X3= (70259A DERRICK WATERS/ DUVAL COUNTY 1160 BEACH AVE. PW29) IH1J UWU YKtYAKtU tKUM I,UMYUItH 1NYU1 (LUAU) S U1MtNJ1VWJJ JUCM111tU t3Y IKUJJ MtK. Top chord 4x2 SP #2 Bot chord 4x2 SP 2 Webs 4x2 SP ~3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) TC 120 0.00 20.00 BC 120 0.00 20.00 Fasten rated sheathing to one face of this frame. 1 0 0 fF 20-0-0 Over Continuous Support R=155 PLF W=20 0 0 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: TPI-2002(STD)/FBC 1 0 0 812 ~ PLT TYP Wave C RT=1 25 1 25 5 2 7 3 " . . ( . )/ ( . 3 .0114 . TY: FL/-/4 - E/ -/ - Sca le =.375 Ft. **WARNING** TRUS SFS RF OUIRE E%TREME CARE IN IAeRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONCNT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE. 218 w, 4 O . O P S F R E E R 2 3 5 1 6 3 3 NORTN LF.E STREET, SUIT[ 312. ACE%ANDRIA, VA, 2231d) ANO WTCA (W OOU TRUSS COUNCIL OF gMERILA, 6300 ENTERPRISE AN ••• (~ ,Y ~ • • L E. MADISON. WI S1Z19) TOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC110N5. UNLESS OTHERWI Sf: INDICATED TOP CHORp SH AI.L HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL IIA YE (} \ ~v V /` Tl. p L 1 0 0 P S F D A T E D 2 ~ 1 4 ~ 0 7 A PRO PFRLY ATTA CITED RIGID CEILING. `` • ** .7 O.'62 1 DL 5. 0 PSF DRW HCUSR235 07045116 IMPURTANT**F URNISH A COPY OF THIS DC SIGN TO THE IHSIALIATIDN CONTRACTOR. ITN BCG, INC. SHALL NOi A L P I N E DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD 1HE TRU55 [N CDMFORMANCE WI1H TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRA f,f NG OF iRUSSE S. ~ • y 1f ~ (` 1. L L 0. 0 P S F H C - E N G D L J / D L J DESIGN CONFORMS WITH APPLiCAeLE PROYTSIONS OF NOS (NATIONAL DESIGN SPEC. BY AF6PA) AND TPI. IiW BCG ATE OF J CONNECTOR PEAiFS ARE MAUE OF 20/18/16GA (N,N(55/K) AS1M A65] GRADE 40/60 (H, K/N,55) GALV. STEEL. APPLY ' TOT . L D 5 5 0 P S F SEA N _ 1 7 4 9 7 5 PLATES IO EACH FACE DF TRUSS AND, IINi.ESS f1THFRHISE LOCAIEU ON THIS pESIGN, POSITION PER URANINGS 160A Z. ANY INSPECTION f?F PLATES FOLLONED NY (i) SHAH BF PER ANNEX A] OF TPI1-2002 SFC 3 A SE I DN TH ~ P.• '• ~ OR1Q • 1'W Building ComponentsGrou4p,l H C 44 FL 33 nc. . . A . IS DRAWINr, INDICATES ACCEPTANCE BF PR VTESSIONAI ENGINFCRING RESPONSIBIIITV SOLELY FOR iHF TRUSS COMPONENT U F OF THIS COMPONENT FOR ANV BUILDING IS THE RESPONSIBILITY OF THE H T SU T s • ` ~•• ~- ,0 M~• ~v D U R . F A C . 1 . O O F R O M M K B a1neS 0 lty> F[. Certificate of Authorizatio n # 567 Z l SEC BUILDING DESIGNER PFR HSI/iPI A F e S P A C I N G 2 4. 0 " J REF - 1 T 4 V 2 3 5 Z 0 8 Truss spaced at 24.0" OC designed to support 1 4 0 top chord outlookers. Cladding load shall not exceed 11.50 PSF. Top chord must not be cut or notched. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. It11~ UW~ NKtPAKtU hKUM LUMYUItK 1NF'UI II II Ai11 !L IIIMhNlI11N 11 \IIHMI I IEII Hr IHI1~. Mir llvc~~r~-~~ nnlt,n wrll ~n~/ uuvHL t,v UIVI I - - 110U tltHl,h HVt. - t3U) Top chord 4x2 SP 2 Dense Bot chord 4x2 SP 2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 45 0.00 20.00 BC 120 0.00 1.38 BC 120 0.00 3.88 BC 120 1.38 5.19 BC 120 3.88 6.50 BC 120 5.19 9.00 BC 120 6.50 10.31 BC 120 9.00 11.00 BC 120 10.31 13.50 BC 120 11.00 14.81 BC 120 13.50 16.13 BC 120 14.81 18.63 BC 120 16.13 20.00 BC 120 18.63 20.00 10 4 8 15" Typ. ~~ 4X6= 100 5X8= 2 X 5 III R=1100 W=3.5" 3X6= 3X6= 5X6= 2X5111 5X4= + zxb continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Max JT VERT DEFL: LL: 0.63" DL: 0.24" recommended camber 3/8" Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 6" 1.5X4 III 3X3= 3X3= 3X4= 4X4= 2X5111 5X4= -20-0-0 Over 2 Supports - 1 8 3X6= 5X4= 2X5111 5X6= 3X8= 4X6= 5X8= 2 X 5 III R=1100 W=3.5" 1 0 0 ~8 1-2 ~ Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq RT=1.25(1.25 5(2) 7.33.0114.Iy QTY:8 FL/- 4/ /E -/ Scale =.375"/Ft. AR EFERW ON SCSI iRU(BUI LpING iC OMPONEN MESAFE IY I[NF ORMATION)N PUBLIDSHED BY STPI PI(TRUSS SP LA TE NI NS NIDTUTE CI216 \• _ TC LL 40.O PSF REF R235 1634 NORTH LEE STRE[T, SUITE 312. ALE%ANOft IA, VA. 2237n) AND HTCA (MOOD TRUSS COUNCIL OF AMERICA, 6]00 ~ ~~' E NiERPR]SE i.ANE. MADISON, WI 53)19) FOR SAFC tY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS •" ~ ~•I T C D L 1 O. 0 P S F D A T E O 2~ 1 4/ D 7 OTHERMI SE INpICATEO TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANEtS AND BOTTOM CHORD SHALL NAVE A PRO PEftLY ATTACHED RIGID CEILING. ~: " 22 BC DL 5.0 PSF DRW HCUSR235 o~oa5iv *"IMPORTANT'*F URNISH A COPV OF TH1S OF SIGN i0 THE INSTnLLAiION CONTRACTOR. ITN BCG, INC. SHALL NOi BE R[SPONSIBLE FOR AHY pEVIATION FROM THIS DESIGN; ANY FgIL URE FO BUILD THE IRU SS IN CONFORMANCE MITH A L P I N E TPI; OR FABRIf,ATING. HANDLING. SHIPPING. INSTaL1ING & SPACING OF TRUSSES. ~~ B C L L O. O P S F H C- E N G D L J/ D L J DESIGN CONFORMS NIIH APPLICABLE PROM SIGHS OF NOS (NnT1ONAL DESIGN SPEC. BY Al6PA) AND TPI. ITN BCG 4 ~~ STA E CONNECTOR PLATES ARE MADE OF 20/18/16GA (M,H/SS/K) ASTM Afi53 GRADE AO/60 (N, K/II,SS) GALV. S1EFL. APPLY ~;._ /~ TOT . L D 5 50 P S F S E A N 1 7 4 9 6 5 PLATES TO EACH FACE OF TRD 55 AND. UNLESS OiHE RMTSE LOCATED OH 1HIS OE SIGN, POSITION PER ORAMING$ IbOA-Z. ^ r• ANY INSPCCTION OF Pt RTES FOLI.OMFD BY (Y) 111 ALL BE PFR ANNE% A3 OF IPLI-2002 SEC.]. A SEAL ON TNIS • ~ O RIO,,. TYVBuilding Components Group~,,ll1nri, pRAMING 1ND1<ATES ACCEPTANCE Of PROFESSIONAL FNGINEEHiNG RESPONSIeIIITY SOIFIY FOR THE iPtISS COMPONCNi (~ ~ ~ D U R . F A C . 1 .0 0 F R 0 M M K B }ialne$ Clty~ FL 3384Y BUILDINGHDES IGNER iPFRSgNSI/TPIT1 SEC VZE Oh i11IS COMPONCNT FOR ANY BUiLpTNG IS iHF RE SPONSIOILITY OF THE / ~ w• FL Certificate of Authorization # 567 F e S P A C I N G 2 4. 0" J REF - 1 T 4 V 2 3 5 Z 0 8 IH1J UWU NKtKAKtU tKUM I,UMMUItK 1NYU1 (LUAUS !4 U1MtNJ1VN5) SUtlM111tU tlY IKUJS MtN. (/UL9`JA-UtKK1l,R wHi[rt~/ Top chord 4x2 SP #2 Bot chord 4x2 SP 2 Webs 4x2 SP #3 Deflection meets L/360 live and L/240 total load. Note: Specified hanger(s) based on Southern Pine lumber values. Refer to hanger manufacturer's product catalog for proper applications. Hanger = Simpson THA422 or equivalent, fill all nail holes. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END (F T) TC 113 0.00 9.46 BC 113 0.00 9.46 Truss must be installed as shown with top chord up. 530 ?zr -400 15" Typ. 1.5X4111 1 0 0 1.5X4111 R=520 W=3.5" 3X3= -5-8 Over 2 Supports R=520 1 0 0 ~8-1-2 1 III Design Crit: TPI-2002(STD)/FBC " Cq/RT=1.25(1.25)/5(2) 7.33.011 OTY:2 L/-/4 -/E/- - F /Ft. Scale =.5 PLT TYP. Wave •.*~•* ' **WARNING** TRUSSES RE OVIRE EXTREME CART IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANO BRACING. ~ ••• _A PVBLISNED BY TPI (T 0.U S5 PLATE INSiITU TE, 218 AFETY INFORMATION) Ni ( ~ T C L L 4 0. 0 P S F R E F 8 2 3 5 1 6 3 5 , S REFER TO BCS] (BU II.DING COMPONE 22314) AND NTCA (11000 TRUSS COUNCIL. OF AMERICA, 6300 VA XANDRIA • ~ • • ((~~ , , NORTH LEE STREET. SUITE 312. ALE VNLF SS PERFORMING THESE FVNCIIDNS 0 P S F T/` p L 1 0 D A T E 0 2 ~ 1 4 / 0 7 . EN1[RPRISE LANE, MADISON. NI 53]19) FOR SAFE TV PRACTI CFS PRIOR TO VE 1. . OTHERNISF INDICATED LOP CHORD SHALL HAVE PROPERLY AiIACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HA ~~ A PROPERLY ATTACHED RIGID CEILING. BC DL 50 PSF DRW HCUSR235 07045118 **IMPORTANT**F URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONFRACT OR. 11N BCG. INC. SHALL NOT * ~ • 0 P S F B C L L 0 H C- E N G D L J/ D L J BE RESPONSIBLE FOR ANV DEVIATION FROM IM[S DESIGN: ANY FAILURE 10 BUILD THE iRVSS IN COMFORMANCF NITH . A L P I N E TPI: OR FABRICATING. HANDLING. SHIPPING, INStALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, eV AFBPA) AND TPI. I1H BCG TA E OF • ~ L D 5 50 P S F TOT S E O N 1 7 4 9 6 8 CONNECTOR PI.AiES PRE MADE OF 20/10/LfiGA (H.N/SS/K) ASTM A65} f.R ADE 40/60 (N, K/H.SS) GALV. STEEL. APPLY * ~ O~f r •• . PLATES TD EACH FACE OF TRD55 AND. DOLE SS OTHERNISE LOCATED ON THIS DESIGN. POSITION PER DRANINGS 160A-Z. O R l ` ANV INSPE Crton of PLATES Fa LOVED ar (,) SHALL BE PeR ANNEx P3 of TPIIzooz s[c.}. n scnL DN THIS C T O N O M L O D R B ON G I A F O C ~ 'DNA~~ D U R F A C . 10 0 F R 0 M M K B ~Mf rn BuIId(ny ComponeMS Group, InC• HamesCtty,FL 33844 FL Certificate of Authorization # 567 A EST HE OF TH£ Y RE SPON SIBILIT IS TIIF BDI LDING NY COMPONE Ni F Oft THIS DSE ON iY ANO SUIiABLL I DE SLIGNG SHDNN BUILDING DESIGNER PER ANSI/TPI , SEC. z. A Feb SPACING 24.0" JREF- 1T4V235_Z08 3X4= 3X3= 3X3= 3X3= 3X4= It11J UWti YNtMAKtU YKUM I.UMYUItK 1WYU1 (LUAU) 6 U1MtWJ1UNJ) JUtlM111tU tlY IKUJJ MYK. (70259A DERRICK WATERS/ DUVAL COUNTY 1160 UtACH nvt. rws~ 'Top chord 4x2 SP #2 Bot chord 4x2 SP #2 Webs 4x2 SP ~3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (F T) END (F T) TC 119 0.00 9.96 BC 119 0.00 9.96 Fasten rated sheathing to one face of this frame. 100 -11-8 Over Continuous Support R=155 PLF W°9-11 8 1 0 0 1 2 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: TPI-2002(STO)/FBC " 25(1.25)/5(2) 7.3 Cq/RT=1 3.011 OTY:l L/- 4 F -/E/- - /Ft. Scale =.5 PLT TYP. Wave . **WARNING** TRUSSES REQUIRE E%TREME CARF IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANp BRACING. TITUTE 218 I G .•••'•••••.~• ` / ` T1. L L 4 0 0 P S F R E F R 2 3 5 1 6 3 6 . NS REFER r0 BCSI (BUTT DING COMPONENT SAFETY INFORMATION), PURLI SHED BY iPl (TRUSS PLATE 6300 TRU 55 COUNCIL OF AMERICA HO •~ S . OD NOR TN LEE STREET. SUITE 312. ALEXANDRIA, VA, 22314) AND HTCA ( FOR SAFETY PRACTICES PRIOR r0 PERFORMING THESE FUNCTIONS. UNLESS ) T C D L 1 00 P S F D A T E 0 2 ~ 1 4 ~ 0 7 19) ENTERPRISE LANE, MADISON. HI 53 A TED TOP CHORD SHALL HAVE PROPEftEY ATTACHED STRUCtURAL PANELS AND BOTTOM CHORD SNAIL HAVE UTHERWISE INOIf , GID CF ILING ED F 235 07045119 DRW , A PROPERLY ATTACH RI BC DL 5.0 PS HCUSR SHALL NOI INC N G ~ ' . . BC **IMPORTANT**FU RNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. IT ro Bu1LD THE muss IN coMFORMANCE HITH = B C L L 0 0 P S F H C- E N G D L J/ D L J A L P I N E BE RESPOnsIBLE FoR ANY orvlATloN FROM THIS OFSIr,N: ANY FAILURE TPI: OR FABRICATING, HANDIING. SNIPPING, INSTALLING 3 BRACING OF TRUSSES. T ~O ~ ~• i • . DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAI. OE SIGN SPEC, RY AFBPA) AND TPI. ITN BCG ~ •~ A ff • L D T 0 T 5 5 0 P S F S E A N 1 7 4 9 7 2 CONNECTOR PLATES ARE MADE OF 20/IB/TRGA (N.H/SS/K) ASTM A653 GRADE 40/60 (N. K/H,55) GALV. STEEL. APP1Y PLATES iU En CII FACE OF 1RUS5 AHU. TIN l.F 55 OTHERNI Sf IOC nTEU ON THIS UEStGN, POSI1fON PER ORANINGS 150n2. ATFS FULLOW[D BY (f) SHALL BF PEN ANNF% A3 OF iPll-2002 SFC.3. A SEAL ON THIS ON OF PI P CT (~/~ % COR10 I~S]~~ n '~l s/ ~ . D U R F A C 10 0 F R 0 M M K B /t rn 9u11dmg (i0lllpOliEI1~5 G/wjp HainesCiry,FL 338 FL Certificate of Authorizat . ANY INS E I ~~nc• UESIGNG SHUN NCA TE Si HFC SUIIABtI TTY PNDF DSEI OfATHISGCOMPONENTRFORON NYBRUILDINGD IS T1I EDRESPON SIBILITOYM OFNTHE 44 BHILD,NG DFRIGNER PER ANSI/rPl 1 ~1L. 2. A ion # 567 0~~~ Feb 1 . SPACING 24.0 " )REF- 1T4V235_Z08 Truss spaced at 24.0" OC designed to support 1 4 0 top chord outlookers. Cladding load shall not exceed 11.50 PSF. Top chord must not be cut or notched. Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. L~ ~ ~ ~ t ~~ ~ 628 PLF ANCHORAGE ~+ E~~~' ~ SUPPORT 4p0 PLF, PROVIDE ~~ tJ~ TRUSS DESIGNED CHORD LOAD IS THIS UPWARD TOP TION• MAXIMUMC}US TO AD SDApSF AT 1.00 DURATION 40 pSF AT 125 1 CONTINU TOP CHORD 4X2 SP #1 TE LOCATIONS• 1) 2, O„ FLOOR LO PLF) OVERHANG; 37 OR BOT CHORD SP #3 TYPICAL PI'S` „STUD WALL ~1WITH NO 1 33 DURATION jNEBSDRA2 1602 FOR 8 0 „ROOF SPAN 4"~ pSF AT REFER TO WING 24„ MAX O DURATION, OR MAX ~ OR DURATION ABOUT CL 24 55 pSF AT 1.00 50 pSF AT 1 25 3X5 LOAD 110 PLF) G; 45 OR AN 1 1 5X4 2) 2' O" FLOOR W ALL ~ OVERH T10N 4 STUD WITH SF 1.33 DURA 1.5X4 1.5X4 1.5X W_3X4 1 MAX ~ 02'~ D RA IONA OR 55 P AT AND CARRIED 1.5X4 TRANSFERRED PANELS. W=3X4 4 DRAG L PERL M ATTABHED STRUCTURAL 2X BY pR0 3X3 T ~i j~ 1.5X4 LSX4 L+ MAXIMUM UPQ AFpUNDATION 4 ~ ri PLF. OUS 1.5X4 1.5X GTH AS RE UBEARING ~~ ~~~ ~~ TO SUPPORT~AN~H~RAGE CONTINU LENCONTINUOUS ~~ ~~~~ TRUSS DESIGN PLF, PROVIDE DURATION, ]_ THI5 IS 80 OO DURATION 1.25 OVER A) CHORD FLO REAL ~ (110 P 2~0~ OVERHANG, 3'~ OR 40 PSF AT 4X2 SP #1 1) 2'O" STUD WITH TOP CHORD 4X2 SP #1 TIONS• 8 0,0, ROOF SPA AT 1 33 DURATION ORD 3 TE LOCA 36 OR 4"~ pSF OR DURATION 25 DURATION, BpT C WEBS 4X2 SP # TYPICAL P~ pSF AT 1.00 pSF AT I. 50 WING 1COZ FOR 16" 2 0„ FLOORWALL (110 PLF) „ OVERHANG', 45 OR 2038 PLF gEFER TO DRA 18„ MAX 2) 8'0~~ STUD SPAN WITH 2~IJRATION TO SUPPORT CHOg,AGE M MAX ~ 30,0„ ROOF p5F AT 1.33 USS DESIGNED PROVIDE AN ABOUT ~ ~ OR 55 TOP CHORD, TR AD 1S 1300 PLF, 3X5 MEIviBER CHORD 4 1.5X4 1.5X4 6_0 B) M XMU~OUSWTO FOUNDATION~AT 1.00 DURATION AT 1.33 DURATION, X4 ~ 1.5X4 1.5X4 1.5X T,~r~3X4 1 MAX CONTIN LOAD 55 PSF 47 OR 55 PSF ~ O„ FLOOR L (110 PLF) OVERHANG; DURATION. AND 3X5 1.5 1) a O„ STUD WSPAN WITH 50 p5F AT 1.25 1.5X4, 2X4' 3X3, 3X4 SPLICE _3X4 60,0„Q 00~ 40 45, OR TOP CHORDS p~TES RESPE EMBER TOP CHORDS BER 4X5 DOUBLE WING 85'x,275 2X4 MEM A 1.5X 1.5X4 3X3 NOTE: pLAT~OUB~ 2X5, 2X5' 4 GED. PL DRAWING REPLACES SY42-FLOOR GABLE 4 4 pLA REMAIN THIS 1.5X4 1.5X T ED• 40.0 PSF REF 111/06 1.5X D To 4 RE DIRE UOUS ~• ... 10.0 PSF DAWG GBLSy42A110 LENGTH AS BEARING T LL OVER CONTIN AND CARRIED TC 5.0 PSF D ENG H~KAR SFERRED NELS • AND ~. ~~ N•• ~ •.: v BC DL ML TT {{ r~ r t PLArE pSF Mv~ 1 BE' TRATR~CT VRAL PA HANDLING, SHIPPING. TPlr<7 U DF O.O .7 PUBLISHED BY TRUSS C UtJTHESE BG LL ~'~~~-_'_ prjF FABRICATING, wTCA <waDD ~~ (Qp. D CARE IN pRIGR TO PERFU RAC RAL LD 55.0 BRAPRQPERLY ATTACHE vA 223PRAC1i~ES ATTACHED S TD BGSI [BUILDING ~MPpNENT SAFETY lNFURMATl c TRUSSES REQUIRE EXTREµ312, ALEXANDRLA, SAFET NAVE PRl7PERt-Y ~* ~ T SiR.. SUi wl 53719) FUR SHALL RIGID GELLING. ENGINEERE ~jTA~ QF l uRE T tt F C 1.00 ~aWARNtNG REFE NURTH LEE MANDICUATED, TOP CNGRDATTAGHED ~ A RLSE LN. TDR p1-PiNE L BRACING. ENTERP wtSE PRDPERL TRAC DESIGN, PNY FA r BUR- SEE A00V INSTITUTE, 218 or HER HAVE A FRUH iHCS CNST ALLDIESLGN SPE I • •A~•.,F~O~,O~V ANERICA, 630 UNLESS RD SHALL LNSTPLLAr IUN CDN St{CPPLNG. BL]TTDH THIS -ESIGN TpNY DEV IATtO NANDLLNG, (NA KO AS A653 GRADE _ FABRICATING. OF NDS TH FUNCTIONS. cHO Y of Ns1BLE F°R vtsloNS cw,Hrssr rHERwtsE u> ~SS/O~A~- 5P ACING PPNELS AND RESFfl UNLES a>rtIMPDRT ANiNC., SHALL FURNISNUj UBE CDNF RM WLATESPU 16 NDZ U NYOL DP WING DNDL pESt ASO~ENBUD DENG PRODUCTHE TRUSS IN CDDEp GN NGE A~p~NE BRA F&P 6F AND TPLS PL SIEELONAPPPERPDRAwINGSA SEAL pN (RUBS COHPCINEN gY CW, SS) DESIGN, PD TPID~2002 TE1'C'SUL Y FUR THE IS THE RESPDNSIBILITY DF K1H 40!60 DN rHIS A3 OF NSLBD-I EL BUILDING ~nC.ATEO_ .,c¢ ANNEX .orNG RESPD anN£NT FUR ANY 503 PLF VIDE ANCHORAGE ~ ~( DLO ~~ ~ SUPPORT: PLF, PRO ~~T ~:~E 1~~ ~~ DESIGNED TO LOAD IS 4p0 1 1 +.~ THIS TRUSUpWARD TOP CTIOND DFL #2~ OR HF # 1 MAXIMUM FOUNDA URATION 4X2 SO- PINE #2' DFL # 3' OR HF #3 IONS. CONTINUOUS TD OAD 55 PSF AY 1.00 D OR 40 PSF AT 1.25 CHORD PIN 3 LOCAT 2,0„ FLOOR PLFO OVERHANG, 3~ 1 DFL # STUD WALL ~1WITH N DURATION CHORD 4X2 s~. PINE # TYp1CAL PLATE 1.33 gS 0„ ROOF SPAN WEBS 4X2 1602 FOR 47 PSF AT DRAWING „MAX DURATION, OR REFER TO 24 OR TION „ MAX 55 PSF AT 1.00 DURA 50 pSF AT 1.25 A$OU ~ ~ 24 3X5 2) 2' 0', STUD yV ALL t1WITHLNO OVER 33N DURATI~ 1.5X4 1.5X4 _ 8 0 SPAN AT 1 0 55 pSF AND CARRIED 1.5X4 1 _ 6 15.0„ ROOF 1.5X4 ~r_3X4 MAX DURATION, OR 1.5X4 BE TRANSF ETURAL PANELS. W=3X4 DRApROPERLMAYTACHED STRU ~Y 4 f 1.5X4 1.5X4 ~r ~~~ UPWARD TOpTION~ 1.5X4 ~j ~~, l~ PLF. MAXIMUM TO FOUNDA 4 UIRED ~~~~ L~ SUPPORT: 1000 GE CONTINUOUS 1.5X LENGTHY NUpUS BEARING DESIGNED TO pgOVIDE ANC110RA tiJ TRUSS g40 PLF, 1.00 DURATION CON C~~ THIS 25 DURATION, AVER OR HF #1 ~ A) CHORD LOAOR LOAD 55 PpL )AT ANG 37 OR 40 PSF AT 1. SO. PINE #2' DFL #2, OR HF #1 1) 2 O", ST° D wALL t1wITH 2'0„ OVERFI TOP CHORD 4X2 SO- PINE # 3' DFL #3, OR 11F #3 TE LOCATIONS• 8 ~0„ R007 pSF AT 1.33 DURATION URA DURATION, TION BOY CHORD 4X2 SO. PINE # FOR TYPICAL PLA OR OR SF AT 1.00 D OR PSF AT 1.25 WE$ FER TO DRAWING 1602 16 MAX 2) 2 q FLOOR~A~ ~ t110 PLF) ,~ OVERHANG; 45 5~ 03$ PLF I~ 2'0 2 RE 8'0" STUD SPAN WITH DURATION SUPPORT: ORAGE ~aM-A-X~ 1 ` 26'O,OR0o5 PSF AT 1.33 DESIGNED TO ROVIDE ANCH ABO~ I ~ I ~ TOP CHORD, TRUSS 1300 PLF, P i BER LOAD IS 1.5X4 3X5 g) DOUBLE MV WARD TOP CTIO D DURATION DURATION, I cl 1.5X4 1.5X4 1.5X~-3X4 1 6 0 CONY NUOUS TO FOU SDApSF AT 1.00 OR 55 PSF AT 1.33 1.5X4 1 5X MAX 1) 2,0 ., ST~7D WALL t1WITHL2)O OVERA~Al 26 DURATION- 2X4, 3X3 AND SPLICE 60'0' ROOF SPAN45, 012 50 PSF CHANGE 1.5X4 CTIVELY. fi~p CHORDS =3X4 OR 37, 40, CHORDS, RESPE 2758 2X4 MEMBER TOP ND 4X5 PLATES,OUBLE MEMBER 657, 1.5X4 3X3 NOTE: FOR DOUBL 2X5, 2X5' 4X4' D. LICE CES DRAWING TO AN REPLA GALE 4 i 5X4 1.5X4 PLA`IES REMAIN U THIS DRAWING REF SY42 FLOOR 1.5X4 1.5X RE UIRED TO BE TAGGER T LL 40 0 pSF DATE 11~1~06 AS S REARING LENCONTINUOU D AND CARRIED ~ . N 10 ~ WG GBLSY42B110 OVER RRE D c~'` •. o o PS DR NG 1viLH/KAR LOADS MUST BE D STRUCTURAL PANELS' HIPPING, INSTALUN PLATE ~t.;~~C ~ ``•• ~ BC L E ll FPSRIGATING, HAKND ~~BLISHED -~ ~~ ~~R []UNCLE DE ~~~ DRApROpERLY ATTACHE cARE IN wTCA cwaoD sTRU G RQLSE ..y. • Np $C ~ pSF $ VA. 2231 PRtoATTACHED TOT 1,D• 55. REQUIRE EXTREM`312. ALExANDRI INFORMATICi TRUSSES CDNPGNENT SAFE TY PRACpR~PERL 1LDiNG SAFE $ ;•~WARNING REFER Tp BCSI CTS R.. SUITE WI 53719) FDR SHALL HAR1GiD CEiLING~ ,~. * . gRACING, N-RTH LEE µADLSIIN~ TGp CHORD ALPINE ENGINEERED ~~~c ryc CONTRACTDR. FAILURE TSPEC. G V` NTERPRISE LN' LN4NAVE A PROPERLY RTTACHED ~~ DUR_ F INSTITUTE, 2l9 ~ AC- I AMERICA, 63DUNLESS DiHERWSHALL FRDM THtS DESIGN. ANY SPACIN SEE ABOVE 653 ~ Fa.OR1D+'~at•~-~ G FUNCTIONS. BDTTDM CHDRD OP THIS DESIGNR ANY S-EV[ATIONANDLWG, S NDSINNATldNAL DEP SGN GRADE f NELS AND Y OF SIDLE FD ADRlCATING,DVISIUNS OF ~W,H1SSlK) 0Tµ RWISE Dy Q) -~A. N.A~ (~- pA FURNISH ~ DE RESP-N F A ESS RTANi*'~ PLICMaDE /18RUSS 0.D FNpL TES Ff]EP ~pNCE F TS. 1NC., SHAL C~~aRMANCE WITH WRH AP PR 6G U LL E .xtMPO S THED PRGDUC TRUSS IN CDNF ORMS pEATES ARE FACE DF N D A SHDWN ('] N BUILD THE TRUSSES. DES[GNCHNNECTUR T^ EACH ANY Liy PECTLDN AC THE BUILDING A~p~NE BRAAF& aF TPI ALPlNP-SITIUNPPERPD~~W3 G AISEAE dH TTRUSSDRCRESP[INS~BIUI YGOF KiHSS) GALV~ STEEL' FDR THE 40160 IW'pvFR N EX IA3 GF RESP-NS~DL ITy SDLANY 6UILDING LS tDCATED ccRiNG _ ~mPDNENi FDR CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034545 Date 1/23/07 Property Address 1160 BEACH AVE Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation 300000 ---------------------------------------------------------------------------- Application desc adddtion/remodel ---------------------------------------------------------------------------- Owner ------------------------ MULLEN 1160 BEACH AVENUE ATLANTIC BEACH FL 32233 Contractor ------------------------ OWNER ATLANTIC BEACH FL 32233 ----------------------- Permit -------------------------------- BUILDING PERMIT ------ --------------- Additional desc . Permit Fee 1060.00 Plan Check Fee 530.00 Issue Date 1/22/07 Valuation 300000 Expiration Date 7/21/07 - - ----------------------- Other Fees ------- - ----- ------- ------------------- WATER IMPACT FEE -- ---- --------------- 410.00 - -------------- Fee summary ----------------- ------------- Charged ---- - - ------------------------- Paid Credited --------------- Due Permit Fee Total - - -- 1060.00 ---------- ------- 1060.00 --- - .00 --------- .00 Plan Check Total 530.00 530.00 .00 .00 Other Fee Total 410.00 410.00 .00 .00 Grand Total 2000.00 2000.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE S~'ITH ALL CITY OF ATLANTIC REACH ORIDINANCES AND THE FLORIDA BUILDING CODES. t , ..._ __ „ ~ f ~r ~ ', `\ ='^ ~ `' ss\ CITY OF ATLANTIC BEACH r} ~' 800 SEMINOLE ROAD ` ~ + ~~~ =N ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 ,1°! X11;1 ~ °' INSPECTION EMAIL REQUEST: Building-dept(a7,ct~ab.us Application Number 07-00000617 Date 5/08/07 Property Address 1160 BEACH AVE Application type description ROOF Property Zoning TO HE UPDATED Application valuation ------------- 21000 ----------- Applicata.on desc ------------ ------------------------------- --------- INSTALL SNAP-LOCK ------------------------ 1.5 ALLUMINUM SEAM METAL ROOF ------------------------------------------- --------- Owner -------------- Contractor ----- MULLEN, STEVE ----- ------------------------ ARMORED METAL WORKS INC 1160 BEACH AVENUE 2350 FINLEY RD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 ---------------- (904) 219-9778 -------- Permit ------------ ROOF PERMI ------------------------------- T --------- Additional desc . Permit Fee 135.00 Plan Check Fee .00 Issue Date Valuation 21000 Expiration Date ----- 11/04/07 ------------------- Fee summary ------------ Charged ------------------------------- Paid Credited Due --------- Permit Fee Total 135.00 135.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 135.00 135.00 .00 .00 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept~a,coab. us Application Number 07-00000517 Date 5/01/07 Property Address 1160 BEACH AVE Application type description FENCE PERMIT Property Zoning TO BE UPDATED Application valuation 1000 Application desc replace existing fence - 6' ---------------------------------------------------------------------------- Owner ------------------------ Mullen, STEVE 1146 BEACH AVENUE ATLANTIC BEACH FL 32233 Contractor OWNER ATLANTIC BEACH FL 32233 Permit FENCE PERMIT Additional desc.. . Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 10/28/07 --------- ----------------------- Fee summary ----------------- ---------------- Charged ---------- -- ---------------------------- Paid Credited Due -------- ---------- ---------- Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. • t e ~' ',, ' S, CITY OF ATLANTIC BEACH `,_ °~ ~ PLAN REVIEW SHEET 4..,:•~./r Building Department Public Works & Public Utilities Departments I ~JFiI~ 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application # ~~' ~ Oa~l ~' Property Address 1 ~ ~jQ ~.~~~~ 7/ UCH Applicant: Project: Routed to: ste u Public Safety Jax Fire dept. `C.~ ~lo ~~' ~ Review Result (Circle o pproved Disapproved Approved w/Conditions Review InitialslD e Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions or Comments: f IL E CQPY Building Dept, Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. ~~ ~,S!..L.~,-,,, ,~ ~ BUILDING PERMIT APPLICATION ~~- f S ~~ CITY OF ATLANTIC BEACH :~ ~ " ~ r 800 Seminole Road, Atlantic Beach FL 32233 ~' ~~31~ " Office: (904)247-5826 • Fax: (904) 247-5845 Job Address: ~ ~bU ~~~~-] l`r V ~ Permit Number: Legal Description j~nti j L 0. ,~(Jcl~. ~3~'C~A~~kCN .~(•~T ~1~ 6 . Qb 1 , by~VA4. C~UAfI'/r ~' Valuation of Work (Replacement Cost) $~ t7 ^ Class of Work (Circle one): Ne Addition Alteration Repair ^ Use of existin proposed struc s) (.Circle one): Commercial esid ^ If an existing structure, is a fire sprinkler system installed? (Circle one): es N /A ^ Is approval of homeowner's association or other private entity required? (Circle one): Yes (Ao Describe in detail the e of work to .A-C~ E~tTJV(r" 1'1~7~/IgG [~CC~^' "SOUTIt s~ Faczstzvtr P2~-v~'Cy F CE any n~ofL7H s2nE~ ~w- rTVO~~ ~~ E,AST o~ 6 ~d7 ~C.,N C,E, ~~E. 'Co ~ bd~i-R3~ a N (3OA2~ ~JLTH 'Z'd~ rope caner n ormation ,rt1•GZA ~,,,~, p zo n~a}z~ N Exzg-r?,~/~,.- City Contractor Information: ~~~1~ S,~ ~inZZ-t~ v~Z-~k~ ~tA2tc~?~G- Name of Company:. SG LI= O W f VC-2. ~ Iit7-C~~ t: 1~t,E vJL7 , Address: City State Z Office Phone Job Site/Contact Nu r State Certificati eQistration # ice Fax # ;~fne & Phone # 's Name & Phone # State,~Zip ~~~Phone q~uFj~- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be erformed to meet the standards of all laws regulating construction an this jurisdiction. This permit becomes null and void i~work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six. f6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces. Boilers. Heaters. Tanks and Air Conditioners. etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMIVIENCEMENT. t hereb certa~f~y, that Ihave read and examined this application and know the same to be true and correct. All rovisions o laws and ordinances governing this type of work wall be complied with whether specified herein or not. The grantin ofa permit does not presume to gave authority to violate or can the provisions of any other federal, state, or local IRw regulating construction or the performance of constructipla,~ Signature of Property Owner: ~.•1 Swo and subscrib me this ~ Day of Notary Public: REVISED 03.05.07 Sworn to and sub this Day of, Ny Commission Expiros Fsp 11, 2p1 Commission # DD 518533 Fonded 3y National Notary Assn. before me ~~~ , , -: . jr a~dk.'Y- ? ~~ ~l .. ~k" ..~rY•'~ .,p ~~~ ` ~ ~ ~~ , CITY OF ATLANTIC BEACI3 f PLAN REVIEW SHEET J ~ --'' "' ,,:-J Building Department Public R'orks & Public Utilities Departments ~~ J''"r 800 Seminole Raad 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COl~'IMENTS Permit Application # ~ ~' ~ ~0~1 ~'' Property Address___~L_~~ ~.f<~~~ )~~ - Applicant: Project: Routed to: stet) u Public Safety ', Jax Fire dept. >~"/ ~ Review Result (Circle one): Approve Disapproved Approved w/Conditions Review Initials/Date ~J ~' /~' p Development Size: Habitable Space Non-Habitable Impervious area Total Area Miscellaneous Information Occupancy Group Type of Construction Number Of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone Conditions or Comments: Building Dept, Public Works and Utility information at top of page, failure to notify the correct department of your revisions may delay your permit from being issued. s - r~rl~~~'-'" ~ ~ ~ BI~iLDING PERMIT APPLICATION J •S f J ~, yr '~ ~ "' CITY OF ATLANTIC BEACH J 800 Seminole Road, Atlantic Beach FL 32233 ' . Office: (904)247-5826 • Fax: (904) 247-5845 Job Address: ~ ~~~ ~ ~~ ~` ~ E Permit Number: ~~'"' Legal Description ~,~~~,~Jct(. ~f3~}Q(.~r?~t~[ b . QG.1 . b~+-Vi~L t1u+~Ryt fit. Valuation of Work (Replacement Cost) $~ t~ ~ ^ Class of Work ((Circle one): a Addition Alteration Repair ^ Use of existing/proposed stru s (Cu cle one): Commercial esi ^ If an existing structure, is a fire sgrink(ler system installed? (Cit~cle one): N /A ^ Is approval of homeowner's association or other private entity required? (Circle one : Yes (1 Describe in detail the of wo to be wormed: (~PLA~CE E~TTN4-~ i'r4~ ~-tf~S~ 'Sdutlt ~ ANA ~RSTku. tal~.fe; ~o POcC. Coa't7nruE EXZ~tW~ Pt~~Y CE anI No{LZH ~'ZaE~6 T ?' C lQro °~w ~nf ~~' o~ 6 fist ~6M t.E, Ff-,SCE To 8E bd~2.~ a N {3dA2~ vJZ.TH Td P _~er er ormahon f~,~ ~.p zo nnkZCF/ EXZa?yl/~.- Name: ~ v1 N Address• ~~, (~L~1SE TTY S"~ City State~Zip ~,'~~Phone ~-11~Z- ?~j' 9'~ Contractor Information: Name ofCom SIG(.F .~WAIC-Q. ~I,t~C,,i'~ `F~D~CL~ SwBMZn'$~ V-rLZt~ ~Ui 1~Y~ Address: City State Office Phone Job SitelContact N State Certificati 'stration # ce Fax # Archi e & Phone # En ' 's Name & Phone # Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commencedprior to the issuance a a permit and that all workwill be rformed to meetthe standards ofall laws regulating construction in this jurisdiction. permit becomes null and void ~ork is not commenced within six (6~ months, or t construction or work is suspended ar abandoned far a period of six ((6) months at arty time aa}}~~er work is commenced I understand that separate permits must be secured for Electrical Worlry Plumbing, Signs, 1Wells, Pools, Furnaces, Boilers, Seaters, Tanks and ~Iir Cond#ioners, etG WARNllvG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COIVIlVIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IlVII'ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY .BEFORE RECORDING YOUR NOTI~E OF COMMENCEMENT. Thereby certi~, thcrtl have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this ttyyppee of work wt7l be complied with whether specked herein or not. The granting of a permit does not presume to give authortty to violate or can the provisions of any other federal, state, or local Imv regulating construction or the performance of constructiy~;~ Signature of Property Owner: Sw and sat this Day of Notary Public: REVISED 03.05.07 me Sworn to and sut this Day of No~ry t~'': ~9 Conxrussion Expires Fed 11.201 Commissia, # DD 518533 P,onded Sy National Notary Aeon, ..- before me BP250t301 CITY OF ATLANTIC BEACH 5/01/07 . Appl~.cation Tracking Step Selection by Revision 11:24:25 Application number : 07 00000517 Address 1160 BEACH AVE RE number 170281-0000- - Application type FENCE PERMIT NCR OLD ACCOUNT NUMBERS AB02025 Tenant name, number . Type options, press Enter. 2=Change 4=Delete 5 View 6=Fast loq 8 Action log maintenance 9=In/out maint path ---- 1Cey Dates --- - Action Summary - Opt Agency description Rev Step Req In Est Cmpl Last Type By BUILDING DEPT. A O1 Y 04/28/07 04/27/07 04/28/07 AP DH _ PLANNING & ZONING A Ol Y 04/18/07 04/27/07 04/18/07 AP SD _ PUBLIC UTILITIES A 01 Y 04/20!07 04/27/07 04/20/07 APN LS PUBLIC WORKS A Ol Y 04/23/07 04/27/07 04/23/07 APN LS Bottom F3=Exit FS=Land inquiry F6=Add F7=Revisions F8Misc info inquiry F10 VieN 3 F11=Sort by agency F12=Cancel F14 Action loq inq F24 More keys 4 MAP SHOWING SURVEY ~ OF LOT 10, BLOCK 43, ATLANT{C BEACH CORPORAT{ON A REPEAT OF MAYPORT TERM{NAL, AS RECORDED {N PLAT BOOK 6, PAGE 1 OF THE CURRENT PURL{C RECORDS OF DUVAL COUNTY, FLORIDA svamvrs. C per, ,~ .iii {~. de)1~VIYL• ~a fi ~!-~3z r,gr,~c~l Ji ~ J6CtFQ ei€# .. bL t' 9' ~ ~, ~', i `carts;, C:a~ ~~d (i ctS~~r ;7;Ji' ~~;;:ai. ~• ~r ~;r~ FU~ef°s~t ~+~rrst~fti~g r8:~u~~;,~ °:~ °:,es? ~~ vc ti~~~i by ~ge~8tl!r~ cf fh8 Gicy s~f ,C~~~.;;a~~ ~ _~~ Va ~: ~ ~ir€g 0~~3~4 ~rit3s t~//~~ t8~U8P1C8 cs~ ~ E~ri}t3iat F~~s'sn' ~ 1<, amp ~ nt #~Er~rtat BEACH AVENUE ~""~r"~~~ ~~: ~` ~; ~~FH~: (40' RIGHT-OF-WAY PAVED) ~~;,:,.,~. FouNO t/Y IRON 50.56' (FIEtiD} FouND 1/2" HioN RIPE, NO CAP 50.06 PIPE, NO CAP r.._..,y......T..__..~,._.. ~ .._.._.._.. •50.06' 50.06' 3 tit ~ o~ S ~~, ~~. - - - . . +' ttia0 F~+"ct ~ ` G' hj ~ ~ ~ i ~`o ~ ~ I T9.9 ~f ` i ' ~ N ~"\:' ~ ,~ t0 N NEW CONCRETE 7.8 J~, .~~ e ^^' '~W' ~ FOUNDATION ;.. W~ ` _ n 3 ' W O 6.5' 30.3' n B.8 4.5 1 ~ rn a ~w y , ~ ~ LOT i 2 L0T i i :~* ~ TWO STORY °z M ~ ~ ~ ~t `' ~- FRAME REStDENGE ~, N ~rjv tOT 9 o "` No. 1160 ~ .- ~ ~ Y W ~ ~ ~ ``µ ~'v f /c PnDS a a. L ' e- { 6.7, 30.0' ~ /~ ~ , ' ~ ~ CRETE p CONCRETE ~al~c! cau-~NS, ~ ~` Q d' ,.; U' i3 {, w~n~F~Tl~t { 1 .,° ~ j,J ! ~ ;z P00L ~ j ~ ~,~e ca+stkuenol+) I -u { t ~,,~d~ 9 `~~ ~s, ' 50. 0• n. ~ ~rn ~• w~.on r~NCE__ __... ~ __ 50.0 ~ _.. , • A .. _. ,•.--_ _. ° __._. _. _._ - ~ ~ovND ~/2" r~oN L _ • ..-~ -'fir- ~ SO.OO~ 0.~' ` PIPE. NO CAP FOUND 1 j2" IRON ~ ~O.T t . PIPE, NO CAP 50.06'(FIELD) k MAP SHOWING SURVEY OF LOT 10, BLOCK 43, ATLANTIC BEACH CORPORATION A REPEAT OF MAYPORT TERMINAL, AS RECORDED IN PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA Ptannfng a Zon ~- ~ This approval veriflea compliance vrkh appNcabte zoning, subdivlsian and other focal land development regulations, but does tat constitutha approval for the issuance of permits. Comptianoe with Florida BuNdir-q Code and aN offer appNoaMe local, State and Federal permltNttp roquiromente must be verified by sipneture of Me dy of Atli Beach 8uitdin i prior Ihf Nwanpd d • Building Po BEACH AVENUE "~°"~'"d °~ f (40' RIGHT-OF-WAY PAVED) ~~ 50.56' (FIELD) FOUND 1/2" IRON ~~++~ FOUNp 1/2" IRON PIPE, NO CAP SO.OV PIPE, NO CAP 50.06' .. T 50 06' .. ~ ~ .0, ~ ~ ~ I ~ '\ . 6' t` r7 ~ ~ . ~ ~ ~ . • ~ \ 19.9' `YrJI ~ N F-- ! ~ ~ `° '1 J N NEW CONCRETE 7.6 JS 1.3' W ~ Is~'~ FOUNDATION .n vi n~i 3 ' ~ o O 6.5' 30.3' M a.s 4.5 ~ w_ ~~ O ~ ~' o p ,^ I v , = I LOT 12 L07 11 ;d. ~ ~ ~ ~ TWO STORY i < M _~ ( N FRAME RESIDENCE ~ N ~j. LOT 9 No. 1160 ~ ~ ,,-~ r r C o I ~ A%CCPADS Z 4. 'r C~1 ~ 8. ~ L ~~ ~ _ 30.0' M n r/'~ ~ 6.7' {(f/ I SOADCRETE 111 CONCRETE BLOCK COLUMNS, TYPICAL` \(] O °~ ;i 0' 17 a' Yf0 '' ~;n;^c r , i ---~'~_~~.- I ~~0 ~;' ~,, ,~ 4 ~ ~~ ~~NOR °N°~~n~f 'OBSITE COPY ~ ~ >. o, `o L 5,, r, o, I cJ~' I ~ ' 'dr'i;C~7 r~NCE._ v :__ .. _ . - UND 1 2" I N ~ ~ 50.~~' 0, 5' i plpE, NO CAP FOUND l /2" IRON ~ 0. T J Y PIPE, NO CAP 50.06'(FIELD) x r bf+ei 1e3o1 +~<itc ftnp '.ni1i!8~~yv~~~~~++'~+~oRs~?NN=,n~yrl~~t~cf ,8(~~:", .I i ~'KFY'IiISJV ~RY,A~~".'~+~ io ~iSbi F:`.." .. til+1l~"i;'~xt 1!N"M III!! '.it3i btk!~~ ,.,e,s R4t1111'e1tY?IUQ~1~9 ~flittit~~4jq I~y~~s~+~ ~ ~ -.? ., ~AFL4 to s{fiJ" aMf t~ aWt~n~a~~ ~d ~w j , ,. ,. •, .fim~~ i ~n~L~:~[3 ~~ :M~Q ATLANTIC BEACK CITY O~ _______ . ___ __ _ 800 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept(a~coab.us Application Number 07-00000210 Date 3/26/07 Property Address 1160 BEACH AVE Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation 0 ----------------------------------------------------------------------------- Application desc REMODEL - DRAINAGE AND FIXTURES ---------------------------------------------------------------------------- Owner Contractor ------------------ MULLEN ------ -------------------- CHRISTY FIRST COAST ---- PLUMBING 1146 BEACH AVENUE P.O. BOX 50446 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 247-4419 Permit PLUMBING PERMIT Additional desc . Permit Fee 217.00 Plan Check Fee .00 Issue Date 2/28/07 Valuation 0 Expiration Date 9/18/07 ----------------------- Fee summary ----------------- -------------- Charged ---------- - -------------------------- Paid Credited --------- - ------- - - ------------- Due Permit Fee Total 217.00 - - - 217.00 .00 ------- .00 Plan Check Total .00 .00 .00 .00 Grand Total 217.00 217.00 .00 .00 PERMIT' IS A'I'pROVED:ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND TAE FLORIDA BUILDING CODES. ,~ ~-~ ~~tl-fll`~s Sg~ CITY OF ATLANTIC BEACH _ ~ ~ $Q(i SEMINOLE ROAD ;l ur ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 ~~ Application Number 07-00000165 Date 2/27/07 Property Address 1160 BEACH AVE Application type description RIGHT OF WAY PERMIT Property Zoning TO BE UPDATED Application valuation 0 Application desc installation/maintenance of undergrnd.CATV facil. ---------------------------------------------------------------------------- Owner ------------------------ NORDAN, K. G. 1146 BEACH AVENUE ATLANTIC BEACH FL 32233 Contractor COMCAST COMMUNICATIONS 5934 RICHARD ST JACKSONVILLE FL 32216 (904) 380-6423 ---------------------------------------------------------------------------- Permit DRIVEWAY PERMIT Additional desc . Permit Fee .00 Plan Check Fee .00 Issue Date 2/27/07 Valuation 0 Expiration Date 8/26/07 ----------------------------------------------------------------------------- Special Notes and Comments PLAN STATES CASE 1 MOT ENTIRE PLAN.THIS IS A ONE WAY STREET. ONE LANE OF TRAFFIC MUST BE MAINTAINED.PROTECT THE SIDEWALK AND ASPHALT FROM DAMAGE ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERHIIT LS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUB..DING CODES. CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Routed to: D. H ufstetler S. Doerr . Ca er D. Kaluzniak Public Safety PLAN REVIEW COMMENTS Permit Application # D~ - QQj(Q,S~ Property Address ~~ ~p (~ /~~~~ ~• Applicant: ~~ ~01~1~~/ C1fT~ ~,~ Project: ~i1/,S'~/47~D ~~1V7~~NC~ DF tcn~~~,~auNl~ C~zV ~j1,//I~ This permit application has been: Approved as noted by the ~~ Department. Final application approval must come from the Building Department. ~ Reviewed and the following items need attention: Plan states Case 1 MOT entire plan. This is a one-way street. One lane of traffic must be maintained. Protect sidewalk and asphalt from damage. COMMENTS TO BE INCLUDED ON PERMIT. Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Denartment requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. /) ~ Reviewed By: Date Contractor Notified: Date: ~.../ 1 ~E~ ~ 1 2A07 ~3'r':._ _.__._..______.____ ,_ ` !~~" CITY OF ATLANTIC BEACH _ ~ ,, ! CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS +~( 800 Seminole Road 904-247-5800 ~' ~ ~ ,~~f Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 Job Address: 1160 BEACH AVE. PERMIT # ISSUED BY THE CITY Permitee: COMCAST COMMUNICATIONS Telephone # 904-380-7574 Permittee Address: 5934 RICHARD ST. JACKSONVILLE, FLORIDA 32216 (RONALD BASTIAN) Requesting Permission to Construct: TO INSTALL AND MAINTAIN UNDERGROUND CAN FACILTIIES ON BEACH AVE. THE TOTAL FOOTAGE IS 103'. (NODE# BE041) Location: (Reference to Cross-Street} 19TH ST. & SELVA MARINA DR. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes (~ No ( ) Date: 2114J07 Bell South Telephone Company Yes (~ No ( } Date: 2/14/07 Ferrell Gas Yes (/j No ( ) Date: 2/14/07 Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or afl of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of GARY VOISIN (Contractor's Project Superintendent) located at 5934 RICHARD ST. JACKSONVILLE, FLORIDA 32216 _Telephone #: 904-380-6420 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 90 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. Signed: ~I ~ ~~ Date: ~ ~ ~3 0~ Before me this day of - in the County of Duval, sii3r*r" ~ JANE 8, MAMMAN State Of Florida, has personally appeared ~'- M'Y C~Mh41&SI~N M lib ~~9t~ Notary Public at Large, State of Florida C unty of Duval. EXPt~E'~, Nw~feber 1~, ~~ My commissionexpir s Ot/ ~ ,~~' Bat,r~dfii~uWtN[ryp~~sl~underwms~ Personally Known: ~ .( ice' '~ or Produced Identification: ~~k~ ~,, ,.~. ~'- `.tea Date __ 2/14. CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atiantic Beach, Florida 32233-5445 Fax 904-247-5845 PERMIT # ISSUED BY THE CITY Job Address: 1160 BEACH AVE Permiee: COMCAST COMMUNICATIONS Telephone # 904-3$0-7574 Permittee Address: 5934 RICHARD ST. JACKSONVLLLE, FLORIDA 32216 (RONALD BASTIAN Requesting Permission to Construct: TO INSTALL AND MAINTAIN UNDERGROUND CATV FACILTIIES ON BEACH AVE. THE TOTAL FOOTAGE IS 103'. (NODE# BE041) Location: (Reference to Cross-Street) 19TH ST. & SELVA MARINA DR. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( } Date: 2!14/07 Bell South Telephone Company Yes ( ) No ( ) Date: 2/14/07 Ferrell Gas Yes ( ) No ( ) Date: 2/14/07 Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of GARY VOISIN (Contractor's Project Superintendent} located at 5934 RICHARD ST. JACKSONVILLE. FLORIDA 32216 Telephone #: 904-380-6420 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 90 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWN +.~..,., ,~, , Signed: ~ Date: 2 ~ 15'a~ ~,~'~'~, JANE B.HAMMAN ;. MY COMMISSION # DD 449830 Before me this S day of - ,.- 'n t County.of Duval, EXPIRES; November 12, 2009 State Of Florida, has personally appeared ~ Notary Public at Large, State of Florida, Co my of Duval ~ ~, 0nndodTAruNoterypuW~cunderwmars My commission expires UO Personally Knowrr Gam- /:.-»~w~-.c..- or Produced Identifi ~.tid`n: ~~ ~ y~,~ `~.~; ;,, CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date r q ~ 7 Permit Number Qtp~~ ~Sy~ Address Contact Name Phone Heated Square Footage @ $ per sq ft = $ . Garage /Shed @ $ per sq ft = $ . Carport /Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation I" $ Remaining Value $ per thousand or portion thereof 2 CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONIT(G: + % Filing Fee $ FLOOD ZONE: ()Fireplaces @ $35.00 $ A~iPERV10US SURFACE: AB CONSTRUCTION SURCHARGE $ CAPITAL IMPROVEMENT $ CITY RADON SURCHARGE $ SECTION H IMPACT FEE $ SEWER IIv1PACT FEES $ SEWER TAP FEES $ s ST CONSTRUCTION SURCHARGE $ STATE RADON SURCHARGE ~ $ WATER CONNECT/METER ONLY $ WATER CONNECTfTAP & METER $ WATER CROSS CONNECTION $ 7 WATER IIvIPACT FEE $__ OTHER $ GRAND TOTAL DUE: S ~~~.;c: T l CITE OF ATLANTIC -BEACH -~; ~ ~ 8Q0 SEMINOLE ROAD ~, -" ~ :,~ ATLANTIC BEACH, FL 32233 INSPECTION FHONE LINE 247-5826 Application Number , Property Address Application type description Property Zoning . Application valuation . ---------------------------- Applicati.on desc RELOCATE WATER METER ---------------------------- 07-00000062 Date 2/05/07 1160 BEACH AVE PLUMBING ONLY TO BE UPDATED 0 -------------------------------------- -------------------------------------- Owner MULLINS 1160 BEACH AVENUE ATLANTIC BEACH FL 32233 Contractor ------------------------ CITY OF ATLANTIC BEACH ATLANTIC BEACH FL 32233 ----------------------- Permit -------------------------------- PLUMBING FERMIT -------- ------------- Additional desc . Permit Fee .00 Plan Check Fee .00 Issue Date 2/05/07 Valuation 0 Expiration Date 8/04/07 -- -------- ------------- ----------------------- Other Fees ------------- ----------------- WATER CONNECT/TAP & METER 525.00 WATER CROSS CONNECTION ------- 35.00 -------------- ----------------------- Fee summary ------------- Charged -- - ------------------- Paid Credited ---------- ---------- -- Due -------- ----------------- Permit Fee Total ------ - .00 .00 .40 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 560.00 560.00 .00 .00 Grand Total 560.00 560.00 .00 .00 PERMTP IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BI3II.DING CODES. rt !.=L`J~1~ ,~' ~? ~ n, CITY OF ATLANTIC BEACH r ~...... ~ ~ PLAN REVIEW SHEET rv'JF31 ~,~ Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REV~w coivnvlENTs Permit Application # Q ~ - ~ ~~5/ 7 Property Address / l (Q ® ~~tCfl }J {j~ Applicant: Project: ~a0 U X15 D Kaluzniak Public Safety This permit application has been: Approved as noted by the ~~ ~~ Department. I~nal application approval mast come from the Building Department. ~ Reviewed aad the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment r uestin them. Building Dept, Pub ' Worl~s and Utility information at top of page, failure to notify th rrect department may delay your permit from bein issued. Reviewed By: Date: ~" Date Contractor Notified: M3 ~ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034547 Date 1/18/07 Property Address 1160 BEACH AVE Application type description SWIMMING POOL .Property Zoning TO BE UPDATED Application valuation 21500 ---------------------------------------------------------------------------- Application desc .NEW POOL Owner MULLEN 1160 BEACH AVENUE ATLANTIC BEACH FL 32233 Contractor ------------------------ POOLS BY JOHN CLARKSON, INC. 13997-4 BEACH BLVD. JACKSONVILLE FL 32224 (904) 223-4050 ----------------------- Permit -------------------------------- BUILDING PERMIT --------------------- Additional desc . Permit Fee 140.00 Plan Check Fee 70.00 Issue Date Valuation 21500 Expiration Date 7/17/07 Fee summary ----------------- Charged ---------- - Paid Credit --------- ------- ed Due --- ---------- Permit Fee Total 140.00 140.00 .00 .00 Plan Check Total 70.00 70.00 .00 .00 Grand Total 210.00 210.00 .00 .00 PERMTI' 15 APPROVED ONLY IlV t~CCORDANCE ~i'I'I'H .ALL CITY OF .~TL.~AiTIC BEr4CH ORDINf4NCES t~1VD THE Y'LORIDA BUILDING CODE5. ~ - NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: ~ 0 7'L L O /~,f ~~" y3 ~~ ~-/ ~ e. ~cs, ~~ ~d riO- Address of property being i proved: // C~ O ~e.-. ~~ ~J~ 1~1..~.~-f< <- y c..-~ ~.~ General description of improvements: Jn/, .•t ~ ~y~._,; ~ v Owner: .' ' S~r/t is~l~/~ .1 Address: r/G P t3e.~. ~~ ~/e ~1L.~-n,7 ~ c ~~,~iiC"'~ Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Contractor: ~~I ~ Ad Telephone No.: 9'Oy--~-~2. ~- yoSO Fax No: ~~,~ 073 Surety (if any) Address: Amount of Bond $ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option} Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1}year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: / X111 ~l !/// ~ -- O Before me is da of _ , ~ ~ i3t. f Duval, State Doc # 2007013922, OR BK 13752 Page 925, Y Number Pages: t Of Florida, personally appeared ,_,_, r ~ . ~ `~ S~'~ Filed & Recorded 01 /1 1 12007 at 11:41 AM, Notary Public at Large, State of Florida,lCountg`o uva,~~e °~r~% F~'; ~' JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY My commission expires: . o ~ 'N 'O ' ~ r RECORDING $10.00 Personally Known: = T ~? #~ ~J ° `° ~ ~ ~, or Produced Identification: ___ .y 1.,i! .o •~z ~ 38~rt ~ ~ ~ 11110111 ~ ~ \\\\a r •. . ~s CITX OF A,'~,'LANTtC BEACH a~ ~ PLAN REVIEW SHEET .~ Sanilding Depattmeot Public ~ d~ iEw~Cllwe, Depsrt'ea~ . ~'..•.3 ~ 800 S~i»ole Road 1200 ~dplper Lie Atlantic B Florida 32233 x4tlmntio Bead, Florida 32233 .(904) 214'1-3600 (904) 247-5834 (904) 247.5845 Fax ) 7A7.5843 Fa~c PLAN REVIEW CO1VIII~ENTS Permit A~pplicatio>4 # ~ ~ ~ ~/ 7 PrDpexty Addreea l / to 0 ~F1rC~ ~~~ Applicaat: ~~°'~ ~. lC,ahmt'~ek Rubfic Safely ~40 L ~ Project: Tb~is permMt application has been: Approved as Hated by the • ~ ' Depairtment. final application approval mnet coiroe from the Building Department. Reviewed amd the following items need attention: Provide impervious surface ~~~' .~~~ ~ ~ _ ~- ~ ____~~ C~-E~a.~f~ ~ '~ ~~ _ Please resubmit 2,copies o~ all revisions to the _Department. rei Bnildiug Dept, Public Warps an.~~~~~J-~m,~u~-~~~><v,n ~><il~p oz page, faflure to anotify the correct department may delay your permit from being issued. Reviie~wed Bp: -_,_ Dates I ~ - Date Contractor Noti#ied: ~ 3 - Q 7 3 ~ ~ ~ ~~`~'~~~ .~~' T __7 ~ M ~~~~ /AN ~~~'~'~~ a ~ 17 ~aQ~ $ << ?Od7 3: n ~ _ .:.:...:.... ... ... fr ~S ,+ . Js ,_. ~~~ CITY OF ATLANTIC BEACH POOL" PERMIT APPLICATION ~~~.~ ~ Date: Job Address: Owner of Property: ~ ~ fc /~ /1/firl~ r- Telephone: Pool Contractor: Contractor's Address: l OD S7~ylvl.e.s ~`F ,~d /V ~~<-.l', ~~3a~~S' Telephone: ~~Y~ 3 o Fax: ~~„~- O 7,3:f State License Number: G ~ C " 6 d 9' 9.sf _ Valuation of proposed construction: ~/.fo o r Gallons: SITE PLAN front rear Signature of Owner: Signature of Contractor: 800 Skminole rtoad • Atlantic Beach, Florida 32233-5445 Phone: (9,0~) 247-15800 • Faz: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1114/03 The Florida Statutes The 2000 Florida Statutes View Statutes Online. Sunshine Print View Title XXXIII Chapter 515 View Entire REGULATION OF TRADE, COMMERCE, Residential Swimming Chapter INVESTMENTS, AND SOLICITATIONS Poo{ Safety Act 515.29 Residential swimming pool barrier requirements.-- (1) A residential swimming pool barrier must have all of the following characteristics: (a) The barrier must be at least 4 feet high on the outside. (b) The barrier may not have any gaps, openings, indentations, protrusions, or structural components that could allow ayoung -child to crawl under, squeeze through, or climb over the barrier. (c) The barrier must be placed around the perimeter of the pool and must be separate from any fence, wall; or other enclosure surrounding the yard unless the fence, wall, or other enclosure or portion thereof is situated on the perimeter of the pool, is being used as part of the barrier, and meets the barrier requirements of this section. (d) The barrier must be placed sufficiently away from the water's edge to prevent a young child or medically frail elderly person who may have managed to penetrate the barrier from immediately falling into the water. (2) The structure of an aboveground swimming pool may be used as its barrier or the barrier for such a pool may be mounted on top of its structure; however, such structure or separately mounted barrier must meet all barrier requirements of this section. In addition, any ladder or steps that are the means of access to an aboveground pool must be capable of being secured, locked, or removed to prevent access or must be surrounded by a barrier that meets the requirements of this section. (3) Gates that provide access to swimming pools must open outward away from the pool and be self-closing and equipped with aself-latching locking device, the release mechanism of which must be located on the pool side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap. (4) A wall of a dwelling may serve as part of the barrier if it does not contain any door or window that opens to provide access to the swimming pool. (S) A barrier may not be located in a way that allows any permanent structure, equipment, or similar object to be used for climbing the barrier. History: •s. 1, cfi. 2000-143. Page 1 of 1 http://www.leg.state.fl.uslcitizen/documents!statutes/StatuteBrowser2000/in...lSEC29.HT 09/29/2000 The Florida Statutes The 2000 Florida Statutes View Statutes OnlinE~unshine Print View Title XXXIII Chapter Si5 View Entire REGULATION OF TRADE, COMMERCE, Residential Swimming Chanter INVESTMENTS, AND SOLICITATIONS Pool Safety Act 515.27 Residential swimming pool safety feature options; penalties.-- (1) In order to pass final inspection and receive a certificate of completion, a residential swimming pool must meet at least one of the following requirements relating to pool safety features: (a) The pool must be isolated from access to a home by an enclosure that meets the pool barrier requirements of s. 515.29; (b} The pool must be equipped with an approved safety pool cover;. (c) All doors and windows providing direct access from the home to the pool must be equipped with an exit alarm that has a minimum sound pressure rating of 85 dB A at 10 feet; or (d) A11 doors providing direct access from the home to the pool must be equipped with aself-closing, self-latching device with a release mechanism placed no lower than 54 inches above the floor. (2) A person who fails to equip a new residential swimming pool with at least one pool safety feature as required in subsection (i) commits a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.08 ,except that no penalty shall be imposed if the person, within 45 days after arrest or issuance of a summons or a notice to appear, has equipped the pool with at least one safety feature as required in subsection (1) and has attended a drowning prevention education program established by s. 1 1. However, the requirement of attending a drowning prevention education program is waived if such program is not offered within 45 days after issuance of the citation. History: -s. 1, ch. 2000-143. Page 1 of 1 http:lJwww.leg.state.fl.us/citizen/documents)statutes/StatuteBrowser2000/in.../SEC27.HT 09/29!2000 OWNER'S AUTHORIZATION FOR AGENT ~ !s d~ J k r- ~~,~,~'e ~ ~~.~~J~c.~t ~ is hereby authorized to act on behalf of . S f~ ~.c_. ~ful~ ,~ ,the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ^ Zoning Variance ^ Appeal ^ Use-by-Exception Q'~ Fence or Pool Permit ^ Rezoning ^ Sign Permit ^ Plat or Replat ^ Other BY: Signa e o -weer L~~llc~- STt-c/~ , Print Name Signature of Owner Print Name ~- ?y ~~ I Telephone Number State of Florida -- County of Duval Signed and sworn before me on this ~ day of, 200~2~.V BY ~~-e~ m~ Iles Identification verified: ~. /~ ~ ~ -_ ] ~~ ") ~ -~j - C.~ Oath sworn: Yes I/'' No ~ ~NN~~~~I~~~~~N~~ o Signature ?o : ~~a~ ~ '` b 4' r a g: «~ :N w1i My Commission expires: ~o • ~,6~'~0~ ` . o ~,~~ ~ \~ ~ , 'i ~iirea~N3SN~t ~ ,•j ly'~J~f 1'f~w ;as r , ~'s, CITY OF ATLAT~TTIC BEACH ~'~- ~ PLAN REVIEW SHEET .~ VN '=~~ Building Department Public Works & Public Utilities Departments r J';l ~~ 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application # Q (o - ~ ~,~~ 7 Property Address ~l (Q Q ~ ~(' /~ ~~ Applicant: Project: ~a0 L -~~•~ 6~rc~ D k Public Safety Thi permit application has been: Approved as noted by the • ~ ` Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: Provide impervious surface area calculations. Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department reauestin~ them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being issued. ~ d~' i Reviewed By: Date Contractor Notified: ~} 3 - Q' 3 S Date: SAN 0 8 2007 `{ r: CITY OF ATLAl~TTIC BEACI~ 800 SENIINOLE ROAD _ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034579 Date 1/11/07 Property Address 1160 BEACH AVE Application type description. TREE PERMIT Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc TREE REMOVAL Owner ------------------------ MULLEN Contractor OWNER ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit TREE PERMIT Additional desc . Permit Fee .00 Plan Check Fee .00 Issue Date 1/11/07 Valuation 0 Expiration Date 7/10/07 ---------------------------------------------------------------------------- Special Notes and Comments APRROVED TO REMOVE 1-10" CABBAGE PALM AND 1-14"CABBAGE PALM LOCATED IN THE EXTERIOR ZONE AN~,~REMOVAL OF 1-17" CABBAGE PALM LOCATED IN THE PUBLIC RIGHT OF WAY. MITIGATION REQUIREMENT IS 1000 AND HAD BEEN SATISFIED. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 ~ / ~- ~~~~t~ ccr~~~. ~~v'~I {~,. ~•:= ;-~~ ~~ rS~t'a~~c ~e~xcl - ~~~a ~~. Mr. Gene Nordan 1160 Beach Avenue Atlantic Beach, Florida Dear Mr. Nordan: 716 OCEAN BOULEVARD P. O. BOX 2b ATLANTIC BEACH, FLORIDA 32233 TELEPHONE 1904) 249-239b September 24, 1982 You have made an inquiry regarding the zoning status of your property at 1160 Beach Avenue. It is my understanding from the City Clerk that the City Com- mission did, in 1953, authorize Gene Holmes to construct a duplex at 1160 Beach Avenue. Building permits apparently were not issued at that time so we are not able to verify this information from a second source. We hope, however, to locate Commission mi-nutes from 1953 which will verify this action should you be unable to provide additional information. The zoning designation is a Single Family District (RS-2). Any structures in use prior to the passage of the Zoning Ordinance in 1959 is grandfathered in as a non-conforming use. The new Zoning adopted on 3uly 26, 1982 also provides that "Where at the time of adoption of this code, lawful uses of land exist which would not be permitted by the regulations imposed by this code, the uses may be continued so long as they remain otherwise lawful,...". I am enclosing, for your information, a copy of the existing ordinance concerning Non-conforming uses or Buildings. Please pay particular attention to Section 5 (3). In the absense of evidence to the contrary, we assume that the use of 1160 Beach Avenue as a duplex is acceptable. Sincerely, ~. A. William Moss ~"~~ City Manager AWM/mld cc: Building File - 1160 Beach Avenue ~` I~L'~ Il~t~ HIGHLANDS, NORTH CAROLINA PHONE (704) 526-2171 ZIP 28741 DICK LEE, INNKEEPER July 26, 1982 ir. and ; lr~ . Gene Jordan 11t~0 l~eac}i ~lvonuc ~'~tlaiitic Beach, Fla. :12233 Ue~ir air. any! ;irs. 1lordan: I rer,cr~l~er when Jean Holmes r,antea to ma}:e her :iou:tee at llu 0 Beach :venue into a aul~le~: she '.iacl to cjet a petition ac~reeinc3 to this sic,ne~l by a nui;:k~er of l~c.rsons. I retnc.n~~i~r :~igriinr it. I al:~o r~:iuer.:ber :iow pleased slie ~Yas when she re- c~:ivr:u her p~Yr~it .from the Laity. :sincerely, ~~ ~~~ :Ire. Sam 131ondlieit:i 1179 :3e ac}i l~veiiue ~•~tlantic 13eac}Z, Pla. 3'1233 ~"~ ~v. _.. ~ ~ `_' .~~~ bti4~ ~ib, yY THE HIGHEST MOUNTAIN RESORT IN EASTERN AMERICA . _ ,. ~~• ~ ~ DF.PARTNT , Op SU~S.,DING FOR ©F'FTCE `tJS 41~1LY CITY OF ATLANTIC BEACH F LoRt Hate ~9 ~- __-_ Permit # Fee $~S' Application for permit """ Valuation $ d fwr~ Mice. Alt®rationa House #~ and Repairs DESCRIBE: a11~ ' W ~ c~pW„t" WPt~I~. ooF (state i.f t+a repair, alter, ~sdd to or move building, exact ;awnings or signs, etc.) Building on: Lot No. glk No. _ Sub.Div. Address Valuation $ ~ dO~O~ Owner's Name C ~ N _. BUILDINGS & OCCUPAATCY Building Use' -Residential or Business ~Qi~,a~-F~' what Plwnbing work to be done? "" '"""""------- • Size of Prea`ent Bldg. e- pp ~: Size of Extension o a de Lot size ~'` X 112,' Material o,~ Roof „S ' No. of stories now ~, after alter~t~ Z ~,! ~"' Material of Present Building __ ~•RR-h~ _Material of Extension ~so~r~ PLANS MUST HE SUBMITTED HEREWITH ~~ SIGNS Size Classification (e'tate whether ground, roof, wall, ro ect n banner) ~ j g Material of Construction -,., Illuminated? Type of illumination `(State whether lamps or neon} will sign be over public property? SUBMIT DRAWING SHOWING CONSTRUCTION OF SIGN AND MOOD OF, HANGING WRITE ADDITIONAL INFt>R,MATI4N BELOW .(For canvas awnings provide dimensiahed drawing on r~sarve side] i IMPORT' NCITICE In consideration of permit given fob doing the work a~ described in the above statement, we here a ree to by g perform said work in accordance with the attached plans and specifications, w'hiGh are a part hereof, and in accordance with the building regulations of the City of Atlantic Beach. Southern Standard Building Code) Signature of Builder or Owner Address #~hdx~e, .,~ _ . , a ,A ~ .... _ ... .._ ... __ . __ _ ~ . 1 ~C~-. yM,~ { . y t V t , ~; r ,~~t t , ., /r ;~•• ~ ~ .. ~~ ~/: , t. ._... ~... _... _r.. .. . ..:...T..~... ~. _ , ..... ... .f .......~....._......~~.~.__._ , .i. f, . - _.. _.. _ . _ . ., ....._ 1 .... .., ......... ...._.. _.___.... _... rt... . .. .. ..._.._.. .. ... .... __,. ...__.. . . . ~ . .. _~_ ,. _ ~., 6 , .. ...._ .._ ~. .:~ r ~ _'~ ~. ..r' - . .:, .. .. . - '. _~ _ .., _ _. ~ ~ S ~~ t~it~~` C f _ `~ +'' ~ s .,~, T: ~" CITY OF ATLANTIC BEACH "~~r.~ ~~ .-~= r f °- ~ POOL`;PERMIT APPLICATION _;~ ~ ,, ~~op :~ ,, ~~ Job Address: f O _../y~e •~- ~~ ~~/~ ,E,~~~^- ~' ~~ Owner of Property: ~ t~ /{ ~il~l/ ~+-- Pool Contractor: Date: r~ - ~ ~ 7 Contractor's Address: ~ DO Sf Jo, e~.~.s ~~GF ~d ~~ J~~' `/3a~~~ Telephone: ~~ 3- Y6 3 a Fax: ~~ 3- d T ~3 S~ State License Number: G' ~ C _ ~ d 9'~'9s~ Valuation of proposed construction: ~ o o .. Gallons: SITE PLAN front rear Signature of Owner: Signature of Contractor: Telephone: 800 Skminole Ytoad • Atlantic Beach, Florida 32233-5445 Phone: (9,Or~) 247- 800 • Faz: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/14/03 The Florida Statutes The 2000 Florida Statutes View Statutes Online Sunshine Print View Title XXXIII Chanter 515 View Entire REGULATION OF TRADE, COMMERCE, Residential Swimming Chapter INVESTMENTS, AND SOLICITATIONS Poo{ Safety Act 515.29 Residential swimming pool barrier requirements.-- (1) A residential swimming pool barrier must have al! of the fo{lowing characteristics: (a) The barrier must be at least 4 feet high on the outside. (b) The barrier may not have any gaps, openings, indentations, protrusions, or structural components that could allow a young child to crawl under, squeeze through, or climb over the barrier. (c) The barrier must be placed around the perimeter of the pool and must be separate from any fence, wall;- or other enclosure surrounding the yard unless the fence, wall, or other enclosure or portion thereof is situated on the perimeter of the pool, is being used as part of the barrier, and meets the barrier requirements of this section. (d) The barrier must be placed sufficiently away from the water's edge to prevent a young child or medically frail elderly person who may have managed to penetrate the barrier from immediately falling into the water. (2) The structure of an aboveground swimming pool may be used as its barrier or the barrier for such a pool may be mounted on top of its structure; however, such structure or separately mounted barrier must meet all barrier requirements of this section. In addition, any ladder or steps that are the means of access to an aboveground pool must be capable of being secured, locked, or removed to prevent access or must be surrounded by a barrier that meets the requirements of this section. (3) Gates that provide access to swimming pools must open outward away from the pool and be self-closing and equipped with aself-latching locking device, the release mechanism-of which must be located on the pool side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap. (4) A wall of a dwelling may serve as part of the barrier if it does not contain any door or window that opens to provide. access to the swimming pool. (5) A barrier may not be located in a way that allows any permanent structure, equipment, or similar object to be used for climbing the barrier. History: -s, 1, ch. 2000-143. Page 1 of 1 http://www.leg.state.fl.us/citizen/documents/statutes/StatuteBrowser2000/in.../SEC29.HT 09/29/2000 The Florida Statutes The 2000 Floroda Statutes View Statutes Online Sunshine Print View Title XXXIII Chapter 515 View Entire REGULATION OF TRADE, COMMERCE, Residential Swimming Cha er INVESTMENTS, AND SOLICITATIONS Pool Safety Act 515.27 Residential swimming pool safety feature options; penalties.-- (1) In order to pass final inspection and receive a certificate of completion, a residential swimming pool must meet at least one of the following requirements relating to pool safety features: (a) The pool must be isolated from access to a home by an enclosure that meets the pool barrier requirements of S. 1 .2 ; (b) The pool must be equipped with an approved safety pool. cover;. (c) All doors and windows providing direct access from the home to the pool must be equipped with an exit alarm that has a minimum sound pressure rating of 85dBAatlOfeet;or (d) All doors providing direct access from the home to the pool must be equipped with aself-closing, self-latching device with a release mechanism placed no lower than 54 inches above the floor. Page 1 of 1 (2) A person who fails to equip a new residential swimming pool with at feast .one pool safety feature as required in subsection (1) commits a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083, except that no penalty shall be imposed if the person, within 45 days after arrest or issuance of a summons or a notice to appear, has equipped the pool with at least one safety feature as required in subsection (1) and has attended a drowning prevention education program established by s. 51 .31. However, the requirement of attending a drowning prevention education program is waived if such program is not offered within 45 days after issuance of the citation. History: -s. 1, ch. 2000-143. http://www.leg.state.fl.us/citizen!documents/statutes/StatuteBrowser2000/in.../SEC27.HT 09/29/2000 OWNER'S AUTHORIZATION FOR AGENT o !s is hereby authorized to act on behalf of , ~ f~ y.~. ~f~l~ ~ ,the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ^ Zoning Variance ^ Appeal ^ Use-by-Exception ~ Fence or Pool Permit ^ Rezoning . ^ Sign Permit ^ Plat or Replat ^ Other BY: Print Name Signature of Owner Print Name ~ ~~1 ~~ 1 Telephone Number State of Florida County of Duval Signed and sworn before me on this day of, 200~~ By ~~ mom- l~e..~ Identification verified: ~ ~ 7 ~ -=~ ~~ '~ ~ -~~~ ~ Oath sworn: Yes +/ No ~ ~ „ Signature My Commission expires: ~~ ~~o~~a Add1 pN ~~ei~~ :• ~aH"'0N ' :~ .~Q~oe ~ Q' f_~O~ ~ ~,i ; ~~ ~ ~ O '4~ ~ ~ ,~ a -BbOZ`6~' p~'~.'~~ 's~~taas,N3SN~0~~! ,~ ~ s ?f ~a~J" r J 43. „ - ~~ CITY OF ATLANTIC BEACH ~_ ~'~ - ~ -~-- ~ . ` POOL` PERMIT APPLICATION <... ,~ ,}~~~ 6~`. .: s ~" ~ Date: ,/' -- .3 l~ ,~~ Jpb Address:~~ O ~e •~. G~ .~/~ .~~~.~.. ~ c ~.~. ~ ~ ~y~ Owner of Property: ~ ~~ /t /1/w~~ •~-- Telephone: Pool Contractor: o L% ~ ~ <J j o ,, /~ ~- ~- s Contractor's Address: (DD Sf ~~o, c~w.s ~ r~iF ,~d N t~t.1'- `~3~~aS' Telephone: ~,~~ - y6 5 a Fax: ~a 3- d 7 ~3 S- State License Number: G 1~ C ' ~ d 9' 9.~ Valuation of proposed construction: ~/fo o r Gallons: ~/v, S'"7/ SITE PLAN front rear Signature of Owner: Signature of Contractor: 800 S~minole I"toad • Atlantic Beach, Florida 32233-5445 Phone: (9,0.x) 247- 800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/14/03 The Florida Statutes The 2000 Florida Statutes View Statutes Online Sunshine Print View Tithe XXXIII Chanter 515 Niew Entire REGULATION OF TRADE, COMMERCE, Residential Swimming Chapter INVESTMENTS, AND SOLICITATIONS Pool Safety Act 515.29 Residential swimming pool barrier requirements.-- (1) A residential swimming pool barrier must have all of the following characteristics: (a) The barrier must be at least 4 feet high on the outside. (b) The barrier may not have any gaps, openings, indentations, protrusions, or structural components that could allow a young child to crawl under, squeeze through, or climb over the barrier. (c) The barrier must be placed around the perimeter of the pool and must be separate from any fence, wall; or other enclosure surrounding the yard unless the fence, wall, or other enclosure or portion thereof is situated on the perimeter of the pool, is being used as part of the barrier, and meets the barrier requirements of this section. (d) The barrier must be placed sufficiently away from the water's edge to prevent a young child or medically frail elderly person who may have managed to penetrate the barrier from immediately falling into the water. (2) The structure of an aboveground swimming pool may be used as its barrier or the barrier for such a pool may be mounted on top of its structure; however, such structure or separately mounted barrier must meet all barrier requirements of this section. In addition, any ladder or steps that are the means of access to an aboveground pool must be capable of being secured, locked, or removed to prevent access or must be surrounded by a barrier that meets the requirements of this section. (3) Gates that provide access to swimming pools must open outward away from the pool and be self-closing and equipped with aself-latching locking device, the release mechanism of which must be located on the pool side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap. (4) A wall of a dwelling may serve as part of the barrier if it does not contain any door or window that opens to provide. access to the swimming pool. (5) A barrier may not be located in a way that allows any permanent structure, equipment, or similar object to be used for climbing the barrier. History: -s. 1, ch. 2000-143. Page 1 of 1 http://www.leg.state.fl.us/citizen documents/statutes/StatuteBrowser2000/in.../SEC29.HT 09/29/2000 The Florida Statutes The 2a0o Florida Statutes View Statutes Online Sunshine Print View Title XXXIII Chapter 515 Niew Entire REGULATION OF TRADE, COMMERCE, Residential Swimming Chapter INVESTMENTS, AND SOLICITATIONS Pool Safety Act 515.27 Residential swimming pool safety feature options; penalties.-- (1) In order to pass final inspection and receive a certificate of completion, a residential swimming pool must meet at least one of the following requirements relating to pool safety features: (a) The pool must be isolated from access to a home by an enclosure that meets the pool barrier requirements of s. 15.2 ; (b) The pool must be equipped with an approved safety pool. cover;. (c) All doors and windows providing direct access from the home to the pool must be equipped with an exit alarm that has a minimum sound pressure rating of 85 dB A at 10 feet; or (d) All doors providing direct access from the home to the pool must be equipped with aself-closing, self-latching device with a release mechanism placed no lower than 54 inches above the floor. Page 1 of 1 (2) A person who fails to equip a new residential swimming pool with at least one pool safety feature as required in subsection (1) commits a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083, except that no penalty shall be imposed if the person, within 45 days after arrest or issuance of a summons or a notice to appear, has equipped the pool with at least one safety feature as required in subsection (1) and has attended a drowning prevention education program established by s. 1 1. However, the requirement of attending a drowning prevention education program is waived if such program is not offered within 45 days after issuance of the citation. History: -s. 1, ch. 2000-143. http://www.leg.state.fl.us/citizen/documents/statutes/StatuteBrowser2000/in.../SEC27.HT 09/29/2000 The Florida Statutes The 2000 Ftoroda Statutes View Statutes Online Sunshine Print View Title XXXIII Chapter 515 Niew Entire REGULATION OP TRADE, COMMERCE, Residential Swimming Chanter INVESTMENTS, AND SOLICITATIONS Pool Safety Act 515.27 Residential swimming pool safety feature options; penalties.-- (1) In order to pass final inspection and receive a certificate of completion, a residential swimming pool must meet at least one of the following requirements relating to pool safety features: (a) The pool must be isolated from access to a home by an enclosure that meets the pool barrier requirements of s. 15.29; (b) The pool must be equipped with an approved safety pool cover;, (c) All doors and windows providing direct access from the home to the pool must be equipped with an exit alarm that has a minimum sound pressure rating of 85 dB A at 10 feet; or (d) All doors providing direct access from the home to the pool must be equipped with aself-closing, self-latching device with a release mechanism placed no lower than 54 inches above the floor. (2) A person who fails to equip a new residential swimming pool with at feast one pool safety feature as required in subsection (1) commits a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083, except that no penalty shall be imposed if the person, within 45 days after arrest or issuance of a summons or a notice to appear, has equipped the pool with at feast one safety feature as required in subsection (1) and has attended a drowning prevention education program established by s. 515.31. However, the requirement of attending a drowning prevention education program is waived if such program is not offered within 45 days after issuance of the citation. History: -s. 1, ch. 2000-143. Page 1 of 1 http://www.leg.state.fl.us/citizen/documents/statuteslStatuteBrowser2000/in...lSEC27.HT 09/29/2000 FORM 600A-2004R EnergyGaugeO 4.5 ,~~ FLORIDA ENERGY EFFICIENCY CODE S~ FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Mullen Residence, Lot 10, Block 43 Builder: Steve Mullen Address: 1160 Beach Avenue Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Steve Mullen Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 2. Single family or multi-family Single family 3. Number of units, ifmulti-family 1 _ 4. Number of Bedrooms 5 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft2} 3138 ft2 _ 7. Glass typel and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Db le Default) 394.0 ft2 _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 394.0 ft2 8. Floor types a. Raised Wood R=19.0, 510.0 ft2 _ b. Raised Wood, Adjacent R=19.0, 473.0 ft2 _ c. 1 Others 148.0 ft2 _ 9. Wall types a. Frame, Wood, Exterior R=19.0, 2555.0 ft2 _ b. Frame, Wood, Adjacent R=11.0, 207.0 ft2 _ c. N/A _ d. N/A e. N/A _ 10. Ceiling types _ _ a. Under Attic R=30.0, 2120.0 ft2 b. N/A _ c. N/A I1 , Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Interior _ Sup. R=6.0, 100.0 ft b. Sup: Unc, Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 180.0 ft _ Glass/Floor Area: 0.13 12. Cooling systems a, Central Unit b. Central Unit c. N/A 13. Heating systems a, Electric Heat Pump b. Electric Heat Pump c. N/A 14. Hot water systems a. Electric Resistance b. Electric Resistance c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 24.0 kBtu/hr _ SEER: 13.00 _ Cap: 42.0 kBtu/hr _ SEER: 13.00 Cap: 24.0 kBtu/hr _ HSPF:7.70 _ Cap: 42.0 kBtu/hr HSPF: 7.70 Cap: 40.0 gallons EF: 0.92 _ Cap: 40.0 gallons _ EF: 0.92 Total as-built points: 37156 Total base points: 421$3 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. e,t,,~,v.r 1 ~1 ; ~, PREPARED B DATE: ~~. I hereby certify that this building, as d~gned, is in compliance with the Florida Energy Cod~J ~ J OWNERIA DATE: 01 PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer~& Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) Special Information for UwnerBuilders STATEMENT for Section 489.103(7), Florida Statutes: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMiT UNDER AN EXEMPTION TO THE LAW. The exemption allows you as the owner ofyour property, to act as your own contractor even through you do not have a license. You must supervise the construction yourself. You may build or improve aone-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of $25,000 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. Ifyou sell or lease more than one building you have built yourself within. one (1) year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may nothire an un-licensed person as your contractor. Your construction must be done according to building codes and zoning regulations. It is your iresponsibility to make sure that the people employed by You have licenses re`yuired by state law and by county or In addition, the owner must supervise construction and becomes liable and responsible for the employees he/she hires. This responsibility includes, but may not be limited to: 1. Workers Compensation, for workers injured on the job. 2. Social Security Tax must be deducted from employee's wages and matched with owner's funds. 3. Federal Withholding. Since owners must be liable for injuries to workers they hire, the Building Division suggests Workers Compensation Insurance be purchased unless the homeowners insurance policy cleazly protects the owner. Owners hiring workers become employers and should also observe IRS withholding tax Form 1099 requirements on the workers they employ on their improvement work. Un-licensed contractors cannot be employed under any circumstances. Owners are subject to a $5,000 penalty under Florida. Statute #455.288(1) insrigated via Building Division citations. An Occupational License is not adequate. The owner should physically seethe county Certificate of Competency or the Florida Contractors Certificate to ascertain a person is a licensed contractor. Telephone the building Division (:247-5826~f in doubt. M- I hereby ackryowle~~t I have read and understand all the above on this (g~ Day of, DFL . ~T~ G t} . /1i1~n~.C~1 ~- r1dN - ub? ~3~iq ~ Print Name Telephone Number STATE OF FLORIDA: COUNTY OF DUVAL Before me personally appeared ~~~ ~ t ~ ~ to me well known to be the individual and owner builder described in and who executed this instrument and severally acknowledged the execution thereof to be his own free act and deed as such owner builder hereunto authorized. WITNESS my hand and official seal this ~ day of, ~ ~ atAtlantic Beach. Couc~y and State aforesaid. ~~~ pie ELISA BAKER o ~ Notary Public; State of Florida Commission# DD548124 My comm. expires May 3, 2010 NOTARY PUBL C STATE Print Name: ~ ~ i SG MY COMMISSION EXPIRES: M~I ~ i ~ OI U ^ Personally Kno identification: ~ t V2(S , G ~ ~-~- Consultant Engineers -- 2_ Horizontal Slider N/A N/A N/A N/A 3. Casement N/A N/A N/A N/A 4. Double Hun N/A N/A N/A N!A 5. Fixed Capitol 165/168 Fin Flame Fin Frame 72x72 C-35 DP+35.3/- FL681 47.2 Hy-Cite Products, Inc. Aluminum fixed 600/800 98x98 F-C30/ 74x74 F- FL2025 window HC40 / 50x50 F-HC80126x82 F- C$0 625/825 74x74 F-C3S / 50x50 F-C80/ 26x82 F-C80 Low Profile Builders Series 77x77 F-HC40/ -~ 52x52 F-HC70/ 31x87 F-C80 Glass Block Series Alum. 57x57 F-LC50! Viny157x57 F-LC80 Prestige Fixed Window 79x79 F-C35/ 55x55 F-C80/ 31x87 F-C80 Kinco LTD Aluminum faced Mark 40/50 PW/CT DP +60-60 FL125 60x 120 Tempered, Mark 40150 PW/CT DP +50%50 54x84 Annealed, TW PW/CT DP +601-60 60x120 Tempered, TW PW/CT DP +50/-50 54x84 Annealed, TB PW/CT DP + 60/-60 60 x 120 Tempered, TB PW/CT DP t50/-50 54 x 84 Annealed, All Windows arc to be Insiallcd pcr Manufacturers Installation - Drawings. Anchor Size, Type and Spacing are detertnined by the type of construction per Manufacturers ]nstallation Drawin 6. Awnin N/A N/A N/A N/A . 7. Pass-Throu N/A N/A N/A N/A 8. Pro'ected N/A N/A N/A N/A 9. Mullion Kinco LTD Aluminum mullions N/A FL957 Drawin # M03-04A l0. W indBreaker N/A N/A N/A N/A 11. Dual Action N/A N/A N/A N/A t 2.Other N/A N/A N/A N/A CATEGORY / MANUFACTURER PRODUCT LIMTTATION OF USE STATE ~ SUBCATEGORY DESCRIPTION C. PANEL WALL 1. Siding Royal Group Technologies, Exterior wall covering All siding shall be installed in FL976 inc. accordance with the manufacturer's published installation instructions and ASTM D4756 Practice for the installation of Rigid Poly (Vinyl Chloride)(PVC) Siding and Soffit Siding shalt be used only on buildings where combustible exterior walls are permitted. The ', allowable design wind pressures for this product with sheathing placed behind the siding are +/- 57.2 sf. Z. Other P Local # ate or /Subcategory Manufacturer Product Descri lion Limitation of Use State # C g Y H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. he above list of manufacturers, product description and State approval an bactu~er's printed n true ons,lis [n addition to completing t project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of eac m along with the list above, on the job site available to the inspector. w did not demonstrate product approval at time of plan review. 1 undeaminerthThis foam well be revised to be The products fisted belo inspected, they must be submitted for review ford ab ve and wtlt be highlighted to indc ate the new products and required information. include each new product in the categories lute Authorized Project Agent: ~~~-l>~_~ ~~~~ ` Print Name} (Contractor or Design Professional) ( ~ Company Mailing Address: (Signature) State: Zip Code: - City: Telephone Number: . Cell Phone Number: 3 Fax Number: ( ) ) E-mail Address: ' design. The loads in this report " ~ are not applicable to Lad and i. Resistance Factor Design. Capacity of wood members is not covered by this report. Capacity of wood members must be checked by the building designer. The anchorage of the MGT to masonry or concrete wall is not covered by this report Anchorage must be designed by the building designer. Allowable loads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: Design upiift/allowable upiiR + Design lateral parallel to plate + Design lateral peril. To plate/ailowable later peril. To plate<1.0. Allowable loads have been increased 33% for wind or earthquake loading. No further increase is allowed. Load shall be reduced when other load duration govern in accordance with the a ro riate code. 2. Truss Plates Mitek Industries Tniss connector Iates N/A FL2197 3. Engineered Lumber • Tness-joist Weyerhauser Prefabricated wood I- joist laminated veneer lumber N/A FL1008 FL2023 4. Railing Railing Dynamics Inc. Glazed and pcked aluminum railing N/A N/A s stem 5. Coolers-Freezers N!A N/A N/A N/A 6. Concrete admixtures N/A N/A NIA N/A 7. Material Simpson Strong Tie Co. Concrete & am ;maso screws N/A FL2355 8. Insulation Forms N/A N/A N/A N/A 9. Plastics N/A N/A N/A N/A 10. Deck-roof Lang-board Structural through N/A N/A fastened metal roof panel I l .Wall N/A N/A N/A N/A 12. Sheds N/A N/A N/A N/A 13.Other N/A N/A N/A N/A CATEGORY/SUBCATEGORY MANUFACTURER PRODUCT LID+ITTATION OF USE STATE /! DESCRIPTION G.SKYLIGHTS 1. S li t NIA N/A N/A N/A 2.Other N/A N/A N/A N!A CATEGORY/SUBCATEGORY MANUFACTURER PRODUCT LIMITATION OF USE STATE # DESCRIP''CION H. NEW EXTERIOR ENVELOPE PRODUCTS i. James Hardie Bldg. Products Fiber Cement N/A FL889 claddin 2. N/A N/A N/A N/A - dust and debris prior to application. When applying the membrane in the valley, start at the low point and work to the height point, rolling the membrane from the center outward in both directions. Roll or broom the entire membrane surface so as to have 100% contacts with the surface, giving special attention to overlap areas. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. A11 membranes shall bear the imprint or identifiable tracking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade to o. 3. Roofing Fasteners National Nail Corp. Fluted fasteners for N/A N/A concrete docks 4. Non-structural Metal Roof N/A N/A N/A N/A 5. Built u Roofin N!A N/A N/A N/A 6. Modified Bitumen N/A N/A N/A N!A 7, sin to Pi Roofin N/A N/A N/A N/A 8. Roofin Tiles N/A N/a N/A N/A 9. Roofin Insulation N/A N/A N/A N/A 10. Watc roofin N/A N/A N/A N/A l 1. Wood Shin IesJShakes N/A N/A N/A N/A 12. Roofin State N/A N/A N/A N/A 13. Li uid lied roofin N/A N/A N/A N/A 14. Cement-adhesive casts N!A N/A N/A N/A 15. Roof rile adhesive N/A N/A N/A N/A 16 Spray applied polyurethane N!A N/A N/A N/A roof 17.Other Woodland Industries #IS & #30 Felt None Known FL1814 CATEGORY/SUBCATEGORY MANUFACTURER PRODUCT LIMITATION OF USE STATE # DESCRffTION E. SHUTTERS 1. Accordion N/A N/A N/A N/A 2. Bahama N/A NIA N/A N/A 3. Storm Panels NIA N/A N/A N/A 4. Colonial N/A N/A N/A N/A 5. Roll-u N/A N/A N/A N/A 6. E ui ment N/A N/A N/A N/A 7. Other Mid-America Vin I shutters N/A N/A CATEGORY/SUBCATEGORY MANUFACTURER PRODUCT LIMITATION OF USE STATE 1# DESCRIT'PTION F, STRUCTURAL COMM3NENTS 1. Wood Connector/Anchor Sim son Stron Tie Co. a. AT !ic N/A a. FL2304 b. Hurricane Tie b. N/A b. FL503 c. HD/Tension Tie c. N/A c. FL1423 d. Heavy Twist Strap d. Maximum allowable loads shalt not exceed the allowable loads listed in this report. Allowable loads in this report are based on allowable stress 2. Underla~t-ents GAF Materials Corporation Weather Watch: Fire classification is not part of Granular surfaced this acceptance. Weather modified, fiberglass Watch, Storm Guard, Liberty reinforced, Base and Metal-Mate shall not bituminous sheet be used as roof the material for as an underlayment. This acceptance underlayment in is for prepared roofing sloped roof applications. Minimum deck assemblies. Designed requirements shall be in as an ice & rain compliance with applicable shield. building code. Weather Watch, Storm Guard: Storm Guard, Liberty Base and Modified, fiberglass Metal-Mate shall be installed in reinforced, strict compliance with bituminous sheet , applicable Building Code. material for as an Weather Watch, Storm Guard, underlayment in Liberty Base and Metal-Mate sloped roof membranes shall be applied to a assemblies. smooth, clean and dry surface Designed as an ice & with deck free of irregularities. rain shield. Weather Watch, Storm Guard, Metal-Mate: Liberty Base, and Metal-Mate Fiberglass reinforced, membranes shall not be applied modified bituminous over an existing roof sheet material for as membrane. Weather Watch, an underiayment in Storm Guard, Liberty Base and sloped roof metal roof Metal-Mate shall not be left assemblies. exposed as a temporary roof for longer than 60 days of application. Weather Watch, Storm Guard, Liberty Base and Metal-Mate may be used with any approved roof covering Notice of Acceptance listing Weather Watch and Storm Guard as a component part of an assembly in the Notice of Acceptance. If Weather Watch, Storm Guard, Liberty Base and Metal-Male are not listed a request may be made to the • Authority Having Jurisdiction (AHnor the Miami-Dade county Product Control Deparhnent for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance and first testing results. All nails in the deck shall be careful~y checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thorou to remove any ~r 2. Soffits Royal Group Exterior wall All siding shall be installed in accordance with the manufacturer's FL976 Technologies, Inc. coverings published installation instructions and ASTM D4756 Practice for the installation of Rigid Poly(Vinyl Chloride)(PVC) Siding and i Soffit. Siding shall be used only on buildings where combustable exterior walls are permitted. The allowable design wind pressures for this product with sheathing placed behind the siding are +/_g7.2 sf. 3.EIFS N/A N/A N/A N/A 4. Storefronts N/A N/A N1A N/A 5. Curtain walls N/A N/A N!A N/A 6. Wallowers N/A NIA N/A N/A 7. Glass Blocks U S Block Windows Alum w/ L5 x 6 FL30-8 82x82 HC55/58x58 HC100 FLI85 blocks FLIS-$ 74X74 HC55/38X58 HC80 FLIS-6 74X74 HC40/56X56 HC75 FL300-8 74X74 HC50lS8X58 HC70 FL300-6 74X74 HC40/56X56 HC70 V300.8 74X74 HC50/58X58 HC70 V200-9 74X74 HC40/56X56 HC60 V 1500-8 74X74 HC40J58X58 HC70 V 1500-6 ?4X74 HC40/56X56 HC70 VT15-8 74X74 HC40/58X58 HC80 VTIS-6 74X74 HC40/56X56 HC75 VF1500-8 74x74 HC40/58X58 HC50 VFI500-6 74X74 HC40/56X56 HC70 VR3000-8 74X74 HC40158X58 HC70 VR3000-6 74X74 HC40/56X56 HC80 GB2000 48X48 R80 8. Membrane N/A N/A N1A N/A 9. Greenhouse N/A N/A N/A N/A 10. Synthetic Acrocrete, Inc. Synthetic stucco Broco Stucco Cemerrt contains awater-repellent agent which is ASTM C- Stucco interground with the cement during finish grinding. No other 926 additives are necessary. When stucco is to be applied to smooth, ASTM C- non-orous surfaces to meet the thickness requirements of ASTM C- 1063 926, Table 4 we recommend a quality bonding agent be used to ensure ad uate adhesion. l l .Other CATEGORY / MANUFACTURER PRODUCT LIMTI'ATION OF USE STATE # SUBCATEGORY DESCRIPTION D.ROOFING PRODUCTS i. Asphalt GAF Laminated Fire classification is not part of this acceptance; refer to a current Shingles shingle/3 tab Approved Roofing Materials Directory for fire ratings of this FL 183 8 asphalt product. Shall not be installed on roof mean heights in excess of 33 . ft. System shall not be installed at slo es less than 2".12". ~uthel~tern Structulrat Conl~ltl~uts, Inc., 460 STURDIVANT ST., SLJiTE 462 ATLANTIC BEACH, FLORIDA 32233 f9f)43 855-1254 t3f~~~~ t9(14~ $~~-~2~.1Q fax ~~~-ri~ Aroved ~3u~It~ing Materi~~ List rrOle~r S5E-FL200'1-1030 Praiecf I~iame~ Mu11en Custom Hame Dec. 11,2006 aar:~: CATEGORY / MANUFACTURER PRODUCT LIMITATION OF USE STATE # SUBCATEGORY DESCRIPTION A. EXTERIOR DOORS 1. Swinging Masonite Wood edge steel door None Known FL18 Metal edge steel door FL19 Fib lass door units FL20 2.Sliding Kinco LTD Aluminum siding glass Mark 2/3/4/5 SGD DP + 35/-35 FL126 door 4068 Panels, Mark 2/3/415 SGD DP + 30/-30 3080 Panels, Mark 2/3/4/5 HP SGD DP +45/-45 4080 Panels, Mark 2/3/4!5 XHP SGD DP +55/-55 5080 Panels, Mark 2- HP Miami-Dade NOA #01- 0131.03, Mark 4-HP Miami-Dade NOA # 01-0131.05, Mark 2-XHP Miami Dade NOA # 01-0201.01, All Windows are to be Installed per Manufacturers installation Drawings. Anchor size, Type and Spacing are determined by the type of construction per Manufacturer s Installation Drawin MI Home Products 420 Aluminum patio Aluminum Patio Door 182x96 FL56 door OXX C-35 DP+3S/-35 485/3485 3. Sectional N/A N/A N/A N/A 4. Roll Up Coplay Building Products. Co. W3: 4RST, 4RSF, Steel Pan (min. 25ga.) Double Car FL542 6RSF sectional sleet (9'2" to 16'0"} WindCode® W3 garage doors Garage Door, Design Pressures: +20/-21 Overhead Door Corporation Series 180/280/380 8c 25/37.5 psi 8' max- dwg FL674 _ 390 sectional steel #40933825/37.5 e doors 5. Automatic N/A N/A N/A N/A 6. Other N!A N/A N/A N/A CATEGORY / MANUFACTURER PRODUCT LIMITATION OF USE STATE # SUBCATEGORY DESCRIP'T'ION B. WINDOWS 1. Single hung Builders First Source Aluminum single. hung Not for use in HVHZ FL2741 window Kinco LTD Aluminum single hung Mark 40/50 DP +35/-45 52.125 x FL 123 window 96, Mark 40/SOHP DP +50(-60 52.125 x 62, Mark 40/SOHP DP +50/-55 52.125 x 75.75. Mark 40/50 DP +351-35 52.125 x 96, TW DP +50/-50 52.125 x 77, TW DP +45/-50 48 x 96, TW DP +35/- 35 52.125 x9b, TB DP +50/-50 52.125 x 96. MPSH Miami-Dade NOA #02-0128.06, All Windows are to be installed per Manufacturers Installation Drawings. Anchor Size, Type and ~ Spacing are determined by the type of construction per Manufacturers Installation Drawin s. t Consultant Engineers 2. Horizontal Slider N/A N/A N/A N/A 3. Casement N!A N/A N/A N/A 4. Double Hun N/A N/A N/A N/A S. Fixed Capitol 165/168 Fin Frame Fin Ftame 72x72 C-35 DP+35.3/- FL681 47.2 Hy-Cite Products, Inc. Aluminum fixed 600/800 98x98 F-C30/ 74x74 F- FL2025 window HC40 / 50x50 F-HC80/ 26x82 F- C80 62S/82S 74x74 F-C3S / SOxSO F-C80/ 26x82 F-C80 Low Profile Builders Series 77x77 F-HC40/ -• 52x52 F-HC70/ 31x87 F-C80 Glass Block Series Alum S7xS7 F-LCSO/ Vinyl 57xS7 F-LC80 Prestige Fixed Window 79x79 F-C35/ SSxSS F-C80/ 3l x87 F-C80 Kinco LTD Aluminum fixed Mark 40/SO PW/CT DP +60-60 FL 125 60x120 Tempered, Mark 40/SO PW/CT DP +50%SO 54x84 Annealed, TW PW/CT DP +60/-60 60x120 Tempered, TW PW/CT DP +SO/-SO S4x84 Annealed, TB PW/CT DP + 60/-60 60 x 120 . Tempered, TB PW/CT DP +50%50 S4 x 84 Annealed, All Windows are to be Installed per Manufacturers Installation - Drawings. Anchor Size, Type and Spacing are determined by the type of construction per Manufacturers Installation Drawin 6. Awnin NIA N/A N/A N/A 7. Pass-Throu N/A N/A N/A N/A 8. Pro'eeted N/A N/A N/A N/A 9. Mullion Kinco LTD Aluminum mullions N/A FL957 Dtawin # M03-04A 10. WindBreaker N/A N/A N/A N/A 11. Dual Action N/A N/A N/A N/A 12. Other N/A N/A N/A N/A CATEGORY / MANUFACTURER PRODUCT LIMTTATION OF USE STATE # SUBCATEGORY DESCRD'TION C. PANEL WALL 1. Siding Royal Group Technologies, Exterior wall covering All siding shall be installed in FL976 Inc. accordance with the manufacturer's published installation instructions and ASTM D47S6 Practice for the installation of Rigid Poly (Vinyl Chloride)(PVC) Siding and Soffit, Siding shall be tcsed only on buildings where combustible exterior walls are permitted. The allowable desipt wind pressures for this product with sheathing placed behind the siding are +/- 57.2 sf. 2.Other C ategorylSubcategory Manufacturer Limitation of Use State # Local # product Description g. NEW EXTERIOR ENVELOPE PRODUCTS roducts used on this 1 • roval number for the p 2• roduct description and State app rimed instructions, 't to have a legible copy of each manufacturer's p leting the above list of manufacturerson ibilt y in addition to comp ent's resp ector. roducts can be project, it is the Contraceor's or Authorized g l understand that before these p on the job site available to the insp will be revised to along with the list abov , royal at time of plan review t demonstrate product app Ce and approved by a Plans Exammeioducts and required information. ltan The products 4isted below did no h1i hted to indicate the new ected, they must be submitted ter~ories 1 sted above and w111 be hig g insp roduct in the ca g include each new p (Signature) Authorized Pro}ect Agent: (print Name) (Contractor or Design Professional) ~~ Company Name Mailing Address: Zip Code:..._~- State: City: Fax Number ( s Telephone Number: ( ~ E-mail Address: Ce11 Phone Number: ( ) design. The loads in this report - ~ are not applicable to Lad and i. , Resistance Factor Design. Capacity of wood members is not covered by this report_ Capacity of wood members must be checked by the building designer. The anchorage of the MGT to masonry or concrete wall is not covered by this report. Anchorage must be designed by the building designer. Allowable loads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: Design uplift/allowable uplift + Design lateral parallel to plate + Design lateral peril. To plate/allowable later peril. To plate<1.0. Allowable loads have been increased 33% for wind or earthquake loading. No further increase is allowed. Load shall be reduced when other load duration govern in accordance with the a ro riate code. 2. Truss Plates Mitek Industries Tnuss connector Iates N/A FL2197 3. Engineered Lumber Truss joist Weyerhauser Prefabricatcd wood I- joistlaminated veneer N/A FL1008 • lumber FL2023 4. Railing Railing Dynamics Inc. Glazed and pcked aluminum railing N/A N/A em 5. Coolers-Freezers N/A N/A N/A N/A 6. Concrete admixtures N/A N/A N/A N/A 7. Material Simpson Strong Tie Co. Concrete & N/A am •maso screws FL2355 8. Insulation Forms N/A N/A N!A N/A 9. Plastics N/A N/A N/A N!A 10- Deck-mof Lang-board Structural through N/A N/A fastened metal roof panel 1 I Walt N/A N/A N/A N/A . 12. Sheds N/A N/A N/A N/A 13.Other N/A N/A N!A N/A CATEGORY/SUBCATEGORY MANUFACTURER PRODUCT LIMTTATION OF USE STATE # DESCRIPTION G.SKYLIGHTS 1. S li t N/A N/A N/A N/A 2.Other N/A N/A N/A N!A CATEGORY/SUBCATEGORY MANUFACTURER PRODUCT LIMITATION OF USE STATE # DESCRIPTION H. NEW EXTERIOR ENVELOPE PRODUCTS I. James Hardie Bldg. Products Fiber Cement N/A FL889 claddin 2• N/A N/A N/A N/A - dust and debris prior to application. When applying the membrane in the valley, start at the low point and work to the height point, rolling the membrane from the center outward in both directions. Roll or broom the entire membrane surface so as to have 100% contacts with the surface, giving special attention to overlap areas. Flash vent pipes, stacks, chimneys and penetrations is compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. Ail membranes shall bear the imprint or identifiable cracking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade to o. 3. Roofing Fasteners National Nail Corp. Fluted fasteners for N/A N/A concrete docks 4. Non-structural Metal Roof N!A N/A N/A ~ N/A 5. Built u Roofin N/A N/A N/A N/A 6. Modified Bitumen N/A NIA N/A N/A 7, sin le Pt Roofin N/A N/A N/A N/A 8. Roofin Tiles NIA N/a N/A N/A 9. Roofin Insulation N/A N/A N/A N/A 10. Watc roofm N/A N/A N/A N/A 11. Wood Shin Ies/Shakes N/A N/A N/A N/A 12. Roofin Slate N/A N/A N/A N/A 13. Li uid lied roofin N/A NIA N/A N/A 14. Cement-adhesive coats N/A N/A N/A N/A 15. Roof file adhesive N/A N/A N/A N/A 16 Spray applied polyurethane N/A N/A N/A N/A roof 17.Other Woodland Industries #15 & #30 Felt None Known FL1814 CATEGORY/SUBCATEGORY MANUFACTURER. PRODUCT LIMITATION OF USE STATE # DESCRIPTION E. SHUTTERS 1. Accordion N/A N/A N/A N/A 2. Bahama N/A N/A N/A N1A 3. Storm Panels N/A N/A N/A N/A 4. Colonial N/A N/A N/A N/A 5. Roll-u N/A N/A N/A N/A 6. E ui ment N/A N!A N/A N/A 7. Other Mid-America Vin I shutters N/A N/A CATEGORY/SUBCATEGORY MANUFACTURER PRODUCT LIMITATION OF USE STATE # DESCRITPTION F. STRUCTURAL COMPONENTS 1. Wood Connector/Anchor Sim son Stron Tie Co. a. AT tic e N/A a. FL2304 b. Hurricane Tie b. N/A b. FL503 c. HD/Tension Tie c. N/A c. FL1423 d. Heavy Twist Strap d. Maximum allowable loads shall not exceed the allowable loads listed in this report Allowable loads in this report are based on allowable stress Consultant Engineers 2. Underla,~ments GAF Materials Corporation Weather Watch: Fire classification is not part of Granular surfaced this acceptance. Weather modified, fiberglass Watch, Storm Guard, Liberty i reinforced, Base and Metal-Mate shall not bituminous sheet be used as roof rile material for as an underlayment. This acceptance underlayment in is for prepared roofing sloped roof applications. Minimum deck assemblies. Designed requirements shall be in as an ice & rain compliance with applicable shield building code. Weather Watch, Storm Guard: Storm Guard, Liberty Base and Modified, fiberglass Metal-Mate shalt be installed in reinforced, strict compliance with bituminous sheet , applicable Building Code. material for as an Weather Watch, Storm Guard, underlayment in Liberty Base and Metal-Mate sloped roof membranes shall be applied to a assemblies. smooth, clean and dry surface Designed as an ice & with deck free of it egularities. rain shield. Weather Watch, Storm Guard, Metal-Mate: Liberty Base, and Metal-Mate Fiberglass reinforced, membranes shall not be applied modified bituminous over an existing roof shed material for as membrane. Weather Watch, an underlayment in Storm Guard, Liberty Base and sloped roof metal roof Metal-Mate shall not be left asscmblies. exposed as a temporary roof for longer than 60 days of application. Weather Watch, Storm Guard, Liberty Base and Metal-Mate may be used with any approved roof covering Notice of Acceptance listing Weather Watch and Storm Guard as a component part of an assembly in the Notice of Acceptance. If Weather Watch, Storm Guard, Liberty Base and Metal-Mate are not listed a request may be made to the Authority Having Jurisdiction (AHJ)or the Miami-Dade county Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance and first testing results. Alt nails in the deck shall be careful~y checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thorou to remove any Y 2. Soffits Royai Group Exterior wall Al! siding shall be installed in accordance with the manufacturer's FL976 Technologies, Inc. coverings published installation instructions and ASTM D4756 Practice for the installation of Rigid Poly(Vinyl Chloride}(PVC) Siding and Soffit. Siding shad be used only on buildings where combustible exterior walls are permitted. The allowable design wind pressures for this product with sheathing placed behind the siding are +/-57.2 sf 3.EIFS N/A N/A N/A N/A 4. Storefronts N/A N/A N/A N/A 5. Curtain walls N/A N/A N/A N/A 6. Watlovers N/A N/A N/A N/A 7. Glass Blocks U S Block Windows Alum w/ I.S x 6 FL30-8 82x82 HC55/58x58 HC100 FLI85 blocks FLIS-8 74X74 HC55/58X58 HC80 FL15-6 74X74 HC40/56X56 HC75 FL300-8 74X74 HC50158X58 HC70 FL300-6 74X74 HC40/56X56 HC70 V300-8 74X74 HC50/58X58 HC70 V200-9 74X74 HC40/56X56 HC60 V1500-8 74X74 HC40/58X58 HC70 VIS00-6 74X74 HC40/56X56 HC70 VT15-8 74X74 HC40/58X58 HC80 VT15-6 74X74 HC40/56X56 HC75 VF1500-8 74x74 HC40/58X58 HC50 VF2500-6 74X74 HC40/56X86 HC70 VR3000-8 74X74 HC40/88X58 HC70 VR3000-6 74X74 HC40/56X56 HC80 G$2000 48X48 R80 8. Membrane N/A N/A N/A N/A 9. Greenhouse N/A N/A N/A N/A 10. Synthetic Acroctete, lnc. Synthetic stucco Broco Stucco Ccmeut contains awater-repellent agent which is ASTM C- Stucco interground with the cement during fuush grinding. No other 926 additives are necessity. When stucco is to be applied to smooth, ASTM C- non-orous surfaces to meet the thickness requirements of ASTM C- 1063 926, Table 4 we recommend a quality bonding agent be used to ensure ade uate adhesion. 11.Other CATEGORY / MANUFACTURER PRODUCT LIMITATION OF USE STATE # SUBCATEGORY DESCRIPTION D.ROOFING PRODUCTS t. Asphalt GAF Laminated Fire classification is not part of this acceptance; refer to a cun•ent Shingles shingte/3 tab Approved Roofing Materials Directory for fire ratings of this FL 183 8 asphalt product. Sha11 not be installed on roof mean heights in excess of 33 . ft. System shall not be installed at slo es less than 2".12". ~ ~ ~ ~ Sc-utheo~~ern Stcuctulrai Consllat#~n s, I>c~c., 46Q STtJRDIVANT ST., St11T'E 462 ATLANTIC BEACH, FLORIDA 3223 f9f}91855-1259 i3£fxc~ ~9(14l 05.5.2.10 ~'ax ~lc~rr~ Approved Buiidi»g A+~ate»»~ -]List rroz~~z SSE-FL2007-1030 FtOeci 1~axrle~ Mullen Custom Home Dec. 11,2006 Date: CATEGORY / MANUFACT'IIRER PI20DUCT LIMITATION OF USE STATE # SUBCATEGORY DESCRIPTION A. EXTERIOR DOORS 1. Swinging Masonite Wood edge steel door None Known FL18 Metal edge steel door FLl9 Fiber lass door units FL20. 2.Sliding Kinca LTD Aluminum siding glass Mark 213/4/5 SGD DP + 35/-35 FL126 door 4068 Panels, Mark 2/3/4/5 SGD DP + 30/-30 3080 Panels, Mark 2/3/4/5 HP SGD DP +45/-45 4080 Panels, Mark 2/3/4!5 XHP SGD DP +SS/-55 5080 Panels, Mark 2- HP Miami-Dade NOA #01- 0131.03, Mark 4-HP Miami-Dade NOA # O 1-0131.05, Mark 2-XHP Miami Dade NOA # 01-0201.01, All Windows are to be Installed per Manufacturers installation Drawings. Anchor size, Type and Spacing are determined by the type of constriction per Manufacturer s Installation Diawin MI Home Products 420 Aluminum patio Aluminum Patio Door 182x96 FL561 door OXX C-35 DP+33f-35 485!3485 3. Sectional N/A N/A NIA N/A 4. Roll Up Coplay Building Products. Co. W3: 4RST, 4RSF, Steel Pan (min. 25ga.) Double Car FL542 6RSF sectional steel (9'2" to 16'0") WindCode® W3 garage doors Garage Door, Design Pressures: +20/-Z 1 Overhead Door Corporation Series t 80/280/380 & 25/37.5 psi 8' max- dwg FL674 390 sectional steel #40933825/37.5 e doors 5. Automatic N/A N/A N/A N/A 6.Other N/A NIA NIA N/A CATEGORY / MANUFACTURER PRODUCT LIMTTATION OF USE STATE # SUBCATEGORY DESCRII'TION B. WWDOWS I. Single hung Builders First Source Aluminum single hung Not for use in HVHZ FL2741 window Kinco LTD Aluminum single hung Mark 40150 DP +35/-45 52.125 x FL 123 window 96, Mark 40/SOHP DP +50/-60 52.125 x 62, Mark 40/SOHP DP +50/-55 52.125 x 75.75. Mark 40150 DP +35/-35 52.125 x 96, TW DP +50/-50 52.125 x 77, TW DP +45/-50 48 x 96, TW DP +35/- 35 52.125 x96, TB DP +50/-50 52.125 x 96. MPSH Miami-Dade NOA #02-0128.06, All Windows are to be installed per Manufacturers Installation I Drawings. Anchor Size, Type and Spacing are determined by the type of construction per Manufacturers Installation Drawin s. CITY OF >f~~~a~rtic ~eac~i - ~~vuda 7160CEAN BOULEVARD P. O. BOX 26 ATLANTIC BEACH, FLORIDA 32233 TELEPHONE (904) 249-239b October 4, 1982 Mr. Gene Nordan 1160 Beach Avenue Atlantic Beach, Florida 32233 Dear Mr. Nordan: As was decided at the City Commission meeting of September 27, 1982, the City of Atlantic Beach, Florida, has no objection to your operating your premises located at 1160 Beach Avenue, Atlantic Beach, Florida, as a duplex. Sincerely, A. William Moss ~~ City Manager AWM: j 1 I I ~ ' I ~ i ~ t ~ I ~ ~ ~ ~ ~ ~ ~ ~ !!! ~ I ~ ~ f ~ ~ ~ j ~ ~ ~ ~ ~ ~ i ~ ~ ~ + i ~ ! ~ { ~ ~ ` `/ `~ t ~ ' ! ~ ~ ~ J ! ' ~ ~ i , ~ I ~ I {~ t ~ 1 ~ l~ lU i ve !Ue l ~ p os e ~ t ~ C~ v o o v _. CITY OF ATLANTIC BEACH FLORIDA APPLICATION FOR BUIlDlNG PERMlT FOR OFFICE S/E ONLY Date.--- /-••-- ---•~{---•----..19 ~~ Permit /_ _..~...Fee $...~ vv Valuation $-/-•-•••--1~•--•-~-- ~ ..................... House #-•,L,l__-10....._..._62...-~ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the $uilding Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date---• -~.~~•-Z tyl.__~~'------------------------------------ 19-----•------ / l ~ Li ~~ _ Owner------.~e-N~=---...~ ©~.~-N------••------•-° ......................Addreas~l.~G/..- -- •--tC•-~~.1:~uC~l~alc~ne N'o.-•------....-----.._......_. Architect-------------------•----•-•-----•-••--•-•-------•--------------.....-•-•--•--•--•--------••---..Address---....__...._.......----...-•------•--•-•-------•------...Telephone No.....---•------------•--•---- Contractor Builder.-----~~N~~•--------------------••-----•----................._Address....----••------•----...--••--•-----•-----•---...-----..._._Telephone No......-------------•--------• Lot No..---~~--------------------------------•--------Block No.----~~-------•--•---•---Sub Division.---.~..~_$. ..---..Zone---••--•------•-- - -----•-•-•----• ......... ...................•--•-•--------Street---------------- -------- Side Between.... _ ._ and----------•------•-•-----.....__...........--•-------•Sts. ' -~,~' cue:: -~~~iE'/--~r . Valuation $_i/.~.~ ~_...Gq___For what purpose will building be used.....~~i.~~!;`!~ ...............Type of construction.__..~2~.F,,~~c~-Sp.<tuq.~,! Dimensions of Building---.---1.?~_Zt2_......_~__..--Dimensions of Lot.-----7.,~.:x..~-l-~`•1 ........................:Size of Footings.----••---...._..._.....__...._._l..J_.. Size of Piers ....................................Size of How will Building be Heated?__. Size of Ceiling Jaists ................... Size of Floor Joists__.~"`.._1'_. /~ ...................Greatest Sill Span in ft.__._........___...____....Type Roof._. ..............~........ ..Will Building be on Solid or Filled Ground?__-.. :.---...., Distance on Centers----------• .....................•----•--..., Greatest Span_..--••------•--••-•---•-•---•--•-------•--- --•-------~ Distance on Centers----- -•-- ..------•---•-•---•• ............. Greatest Span..---.._....---••--•--••-•-•--•-••--••--•--- ~~ Size of Rafters....._._....~ .................................... Distance on Centers............- .._...._...._.....__........, Greatest Sgan. Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed, and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jackaorville. 8. Final inspection. Note: In case of any rejection, re-inspection MUST be called for after corrections are made. This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance iA feet from 11 of-lines and esistinR buildings. REAR LOT LINE ~ ~~ a`ya r ~ h•i ~ ~~^ ~ i~n ~ n I FRONT OF In consideration of permit given for doing the work as described in the above statement, a hereby agree rform said work in accordance with the attached plans and specifications, which are a part hereof, and accordance a building regulations of the Cit o Atlan ' Beach. Signature of Builder.x~~fi~ --- -• ........... ...•-•----............------•- Address............_........---••-----•-----•--------------------•--------••---•-•-----------.....---•----- Signature of Owner.-----•-----• ....................................................:..............-- Address.----.......----•----•--•-•--••--------.....-----•-----.........-------.....---......-•-•---........ ~ --- - _ _ '"~ ~t '. ., ~'` ~, w f s let' ~ . ~~~~ _ .__. ~: a.. a~ • ~ (, E ~! 1,~; .11,1 } .~~ ~:._ __ ...~Q- - .~ s s -~ 3.~..L ~ +~J ~f `d ~+ 1 ~¢ ' ~C~ ~ ~'~dN1 o~t~ c~-~-} '~ S1 n cr1 ' (Y~d'dC~ ~!~~ ~ ~, 7t'1~tM sMaCl1~1 OWNER'S AUTHORIZATION FOR AGENT o ~S dsi /o~t,/t- ~~,r S~ ,ti,~ /~~,c,aJ,e~"A /~.~ ~ is hereby authorized to act on behalf of , S f~ y.~. ~f'~~~ ,~ ,the owner(s) of those Iands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ^ Zoning Variance ^ Appeal ^ Use-by-Exception ~ Fence or Pool Permit ^ Rezoning . ^ Sign Permit ^ Plat or Replat ^ Other BY: Signa e o ner Print Name Signature of Owner Print Name ~ Yy ~~j Telephone Number State of Florida '- County of Duval Signed and sworn before me on this day of, 200~~ Identification verified: ~L f~ ~ ~ • ~ ~~ °"~ ~ -~~~ ~ Oath sworn: Yes le No y , ~,~°°°®~a tiadloN~~ii, ~ ` ~ , aya~o~'~~ •eo '••. * ~i y'~~` 5 . oaN 1 N •. ..~°~ , 00 ~ •• ,, 0 C o Signature ~ o ''~2 ~~ ~d~n tr~.. AA ~V+ ® ~ ~ ~ ~ ~ ~ Y ° yOV -Tl ~ i My Commission expires: = o ~~ 6~,~'° g~:. o +n ~ ~ .. , N3SN~Ee~'~~ ~~~~ ~~ ~4ss~ FORM 600A-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Mullen Residence, Lot 10, Block 43 _ Builder: Steve Mullen Address: 1160 Beach Avenue Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Steve Mullen Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 2. Single family or multi-family Single family 3. Number of units, ifmulti-family 1 4. Number of Bedrooms 5 y 5. Is this a worst case? No 6. Conditioned floor area (ft') 3138 ft~ _ 7. Glass typel and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Dbl e Default) 394.0 ftz _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 394.0 ft1 8. Floor types a. Raised Wood R=19.0, 510.0 ft2 _ b. Raised Wood, Adjacent R=19.0, 473.0 ft2 _ c. 1 Others 148.0 ftz 9. Wall types a. Frame, Wood, Exterior R=19.0, 2555.0 ft= b. Frame, Wood, Adjacent R=11.0, 207.0 ftZ _ c. N/A d. N/A - e. N/A 10. Ceiling types _ a. Under Attic R=30.0, 2120.0 ft' b. N/A ._ c. N/A _ 11. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 100.0 ft b. Sup: Unc. Ret: Unc. AH(Sealed):lnterior Sup. R=6.0, 180.0 ft Glass/Floor Area: 0.13 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump c. N/A l4. Hot water systems a. Electric Resistance b. Electric Resistance o. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 24.0 k13tu/hr SEER: 13.00 _ Cap: 42.0 kBtu/hr _ SEER: 13.00 Cap: 24.0 kBtu/hr _ HSPF:7.70 _ Cap: 42.0 kBtu/hr _ HSPF: 7.70 Cap: 40.0 gallons EF: 0.92 _ Cap: 40.0 gallons _ EF: 0.92 Total as-built points: 37156 PASS Total base points: 42183 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ~~irr ~ '~~ ; S PREPARED B DATE: ». I hereby certify that this building, as designed, is in compliance with the Florida Energy Code OWNER/AC3ENT: DATE• v~ -oy~i~ Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. r., f3efore construction is completed ~ this building will be inspected for ~ compliance with Section 553.908 Florida Statutes. WT~ BUILDING OFFICIAL: ~'~""~ DATE: .`~ a .~ 1 Predominant glass type. For actual glass type and areas, see Summer 8~ W9nter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) FORM 600A-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: ' BASE AS-BUILT GLASS TYPES .78 X Conditioned X BSPM =Points Ove rhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF =Points .18 3138.0 18.59 10500.0 1.Double, Clear E 1.5 16.0 15.0 42.06 1.00 627.0 2.Double, Clear S 5.5 16.0 10.0 35.87 0.77 274.0 3.Double, Clear SE 7.5 6.0 10.0 42.75 0.45 194.0 4.Double, Clear E 11.5 7.0 10.0 42.06 0.42 174.0 S.Double, Clear N 1.5 16.0 38.0 19.20 0.99 725.0 6.Double, Clear W 1.5 4.0 8.0 38.52 0.82 251.0 7.Double, Clear W 1.5 7.0 10.0 38.52 0.94 361.0 B.Double, Clear W 15.6 7.0 20.0 38.52 0.40 307.0 9.Double, Clear S 1.5 17.0 16.0 35.87 0.99 569.0 10.Double, Clear S 1.5 16.0 15.0 35.87 0.99 533.0 11.Double, Clear E 1.5 4.0 8.0 42.06 0.82 274.0 12.Doubie, Clear E 19.5 8.0 18.0 42.06 0.37 281.0 13.Double, Clear S 15.5 7.0 10.0 35.87 0.45 159.0 14.Double, Clear S 15.5 8.0 18.0 35.87 0.45 292.0 15.Double, Clear E 1.5 7.0 60.0 42.06 0.94 2368.0 16.Double, Clear N 1.5 6.0 15.0 19.20 0.94 270.0 17.Double, Clear N 1.5 5.0 32.0 19.20 0.92 562.0 18.Double, Clear W 1.5 8.0 9.0 38.52 0.96 332.0 19.Double, Clear W 1.5 7.0 30.0 38.52 0.94 1085.0 20.Double, Clear W 1.5 5.0 6.0 38.52 0.88 202.0 21.Double, Clear S 1.5 7.0 30.0 35.87 0.89 962.0 22.Double, Clear S 1.5 5.0 6.0 35.87 0.81 173.0 As-Built Total: 394.0 10975.0 WALL TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Adjacent 207,0 0.70 144.9 1. Frame, Wood, Exterior 19.0 2555.0 0.90 2299.5 Exterior 2555.0 1.70 4343.5 2. Frame, Wood, Adjacent 11.0 207.0 0.70 144.9 Base Total: 2782.0 4488.4 As-Built Total: 2762.0 2444.4 DOOR TYPES Area X BSPM =Points Type Area X SPM = Points Adjacent 17.0 2.40 40.8 1.Exterior Wood 102.0 6.10 622.2 Exterior 102.0 6.10 622.2 2.Adjacent Wood 17.0 2.40 40.8 Base Total: 119.0 .863.0 As-Built Total: 119.0 863.0 FILE C~^r, EnergyGauge® DCA Form 600A-2004R EnergyGauge®lFIaRES'2004 FLRCSB v4.5 FORM 600A-2004R EnergyGauge®4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: ~ BASE AS-BUILT CEILING TYPES Area X BSPM =Points Type R-Value Area X SPM X SCM = Points Under Attic 2103.0 1.73 3638.2 1. Under Attic 30.0 2120.0 1.73 X 1.00 3667.6 Base Total: 2103.0 3638.2 As-Built Total: 2120.0 3667.6 FLOOR TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Slab 148.0(p) -37.0 -5476.0 1. Slab-On-Grade Edge Insulation 0.0 148.0(p -41.20 -6097.6 Raised 983.0 -3.99 -3922.2 2. Raised Wood, Adjacent 19.0 473.0 0.40 189.2 3. Raised Wood, Post or Pier 19.0 510.0 0.77 390.7 Base Total: -9398.2 As-Built Total: 1131.0 -5517.7 INFILTRATION Area X BSPM =Points Area X SPM = Points 3138.0 10.21 32039.0 3138.0 10.21 32039.0 Summer Base Points: 41930.4 Summer As-Built Points: 44271,2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (sys 1: Central Unit 24000btuh ,SEERlEFF(13.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 44271 0.36 (1.09 x 1.147 x 0.86) 0.260 1.000 4523.9 (sys 2: Central Unit 42000btuh ,SEER/EFF(13.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 44271 0.64 (1.09 x 1.147 x 0.86) 0.260 1.000 7916 9 41930.4 0.3250 13627.4 44271.2 1.00 1.081 .0.260 1.000 . 12440.8 EnergyGauge T"" DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 600A-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: BASE AS-BU{LT GLASS TYPES .18 X Conditioned X BWPM =Points Ove rhang Floor Area Type/SC Ornt Len Hgt Area XWPM X WOF =Point .18 3138.0 20.17 11393.0 1.Double, Clear E 1.5 16.0 15.0 18.79 1.01 283.0 2.Double, Clear S 5.5 16.0 10.0 13.30 1.28 169.0 3.Double, Clear SE 7.5 6.0 10.0 14.71 2.15 315.0 4.Double, Clear E 11.5 7.0 10.0 18.79 1.41 265.0 5.Double, Clear N 1.5 16.0 38.0 24.58 1.00 933.0 6.Double, Clear W 1.5 4.0 8.0 20.73 1.05 174.0 7.Double, Clear W 1.5 7.0 10.0 20.73 1.02 210.0 8.Double, Clear W 15.6 7.0 20.0 20.73 1.23 508.0 9.Double, Clear S 1.5 17.0 16.0 13.30 1:00 211.0 10.Double, Clear S 1.5 16.0 15.0 13.30 0.99 198.0 11.Double, Clear E 1.5 4,0 8.0 18.79 1.07 161.0 12.Double, Clear E 19.5 8.0 18.0 18.79 1.48 501.0 13.Double, Clear S 15.5 7.0 10.0 13.30 3.55 472.0 14.Double, Clear S 15.5 8.0 18.0 13.30 3.49 835.0 15.Double, Clear E 1.5 7.0 60.0 18.79 1.03 1157.0 16.Double, Clear N 1.5 6.0 15.0 24.58 1.00 369.0 17.Double, Clear N 1.5 5.0 32.0 24.58 1.00 789.0 18.Double, Clear W 1.5 8.0 9.0 20.73 1.01 188.0 19.Double, Clear W 1.5 7.0 30.0 20.73 1.02 632.0 20.Double, Clear W 1.5 5.0 6.0 20.73 1.03 128.0 21.Double, Clear S 1.5 7.0 30.0 13.30 1.07 428.0 22.Double, Clear S 1.5 5.0 6.0 13.30 1.20 95.0 As-Built Total: 394.0 9021.0 WALL TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Adjacent 207.0 3.60 745.2 1. Frame, Wood, Exterior 19.0 2555.0 2.20 5621.0 Exterior 2555.0 3.70 9453.5 2. Frame, Wood, Adjacent 11.0 207.0 3.60 745.2 Base Total: 2762.0 10198.7 As-Built Total: 2762.0 6368.2 DOOR TYPES Area X BWPM =Points Type Area X WPM = Points Adjacent 17.0 11.50 195.5 1.Exterior Wood 102.0 12.30 1254.6 Exterior 102.0 12,30 1254.6 2.Adjacent Wood 17.0 11.50 195.5 Base Total: 119.0 1450.1 A5-Built Total: 119.0 1450.1 EnergyGauge® DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 600A-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: ~ BASE AS-BUILT CEILING TYPES Area X BWPM =Points Type R-Value Area XWPM X WCM = Points Under Attic 2103.0 2.05 4311.1 1. Under Attic 30.0 2120.0 2.05 X 1.00 4346.0 Base Total: 2103.0 4311.1 As-Built Total: 2120.0 4346.0 FLOOR TYPES Area XBWPM =Points Type R-Value Area X WPM = Points Slab 148.0(p) B.9 1317.2 1. Slab-On-Grade Edge Insulation 0.0 148.0(p 18.80 2782.4 Raised 983.0 0.96 943.7 2. Raised Wood, Adjacent 19.0 473.0 2.20 1040.6 3. Raised Wood, Post or Pier 19.0 510.0 0.88 446.8 Base Total: 2260.9 As-Built Total: 1131.0 4269.8 INFILTRATION Area XBWPM =Points Area X WPM = Points 3138.0 -0.59 -1851.4 3138.0 -0.59 -1851.4 Winter Base Points: 27762.4 Winter As-Built Points: 23601.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 24000 btuh ,EFF(7.7) Ducts:Unc(S),Unc(R),Int(AH),R6.0 23601.6 0.364 (1.069 x 1.169 x 0.88)0.443 1.000 4196.4 (sys 2: Electric Heat Pump 42000 btuh ,EFF(7.7) Ducts:Unc(S),Unc(R),Int(AH),R6.0 23601.6 0.636 (1.069 x 1.169 x 0.88) 0.443 1.000 7343.6 27762.4 0.5540 15380.4 23601.8 1.00 1.104 0.443 1.000 11540.0 EnergyGaugeTM' DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 600A-2004R EnergyGauge®4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details I ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: ~ BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2635.00 13175.0 40.0 0.92 5 0.50 2635.00 1.00 6587.5 40.0 0.92 As-Built Total: 5 0.50 2635.00 1.00 6587.5 13175.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 13627 15380 13175 42183 12441 ~ 11540 13175 37156 PASS EnergyGauge TM DCA Form 600A-2004R EnergyGauge®JFIaRES'2004 FLRCSB v4.5 FORM 600A-2004R Enel-gyGauge®4.5 Code Compliance Checklist Residential Whole Building Performance Method A -Details ADDRESS: 1160 Beach Avenue, Atlantic Beach, Fl, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE __ CHECK _ Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq_ft_ window area .5 cfm/sq.ft. door area. '-~ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utlliry penetrations; between wall panels & top/bottom plates; between walls and floor. ~ EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the top plate. _ Floors _ 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed t,/' J__ to the perimeter penetrations and seams. ___ _. _. __,_ Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures _ 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 efm from conditioned space, tested. ____.__,._ _ _ __ Multi-sto Houses 606.1.ABC.1.2.5 Air barrier on perimeter o_f floor cavity between floors. ~'" Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met ar exceeded by all residences.) COMPONENTS SECTION _ ~ REQUIREMENTS ___ _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir v breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. _ __ Swimming Pools & Spas _ 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78°Jo. _ Shower heads 612.1 __, Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ~--' Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. ~ Ducts in unconditioned attics: R-6 min. insulation. _ HVAC Controls ^ _ 607.1 _ _ Separate readily accessible manual or automatic thermostat for each s stem. Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM' DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY' CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.5 The higher the score, the more efficient the home. Steve Mullen, 1160 Beach Avenue, Atlantic Beach, FI, 1. New construction or existing New 2. Single family ormulti-family Single family 3. Number of units, ifmulti-family 1 4. Number of Bedrooms 5 5. Is this a worst case? No 6. Conditioned floor area (ftz) 3138 ft2 7. Glass type 1 and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Db le Default) 394.0 ft= b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 394.0 ftz 8. Floor types a. Raised Wood R=19.0, 510.0 ftz b.. Raised Wood, Adjacent R=19.0, 473.0 ftz o. 1 Others 148.0 ft~ 9. Wall types a. Frame, Wood, Exterior R=19.0, 2555.0 ft' b. Frame, Wood, Adjacent R=11.0, 207.0 ft' c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 2120.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 100.0 ft b. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 180.0 ft 12. Cooling systems - a. Central Unit b. Central Unit Cap: 24.0 kBtu/hr SEER: 13.00 Cap: 42.0 kBtu/hr SEER: 13.00 c. N/A 13. Heating systems a. Electric Heat Pump _ b. Electric Heat Pump _ a N/A _ 14. Hot water systems a. Electric Resistance - b. Electric Resistance _ a Conservation credits _ (HR-Heat recovery, Solar DHP-Dedicated heat pump) _ 15. HVAC credits _ (CF-Ceiling fan, CV-Cross ventilation, _ HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling, ._ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final insp tion. 'se, a new EPL Display Card will. be completed based on installed Code co 'a r Builder Signature: Date: O t-v~-v7 ~~ Q~ G t~ Address of New Ho e: ~~t;'~ rx~-,{~ ~V ~ City/FL Zip: 3~~ Cap: 24.0 kBtu/hr HSPF: 7.70 Cap: 42.0 kBtu/hr HSPF: 7.70 Cap: 40.0 gallons EF: 0.92 Cap: 40.0 gallons EF: 0.92 y~y04~HE 5T ~T~~"~.s unr :~ ~a,~ ~~ t9 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr"'designation), your home may qual ~ for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy E~ciency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass out ut on ages 2&4. )/nergyGauge® (Version: F~RCSpB v4.5) RIGHT-J BUILDING ANALYSIS REPORT First Floor Energy Design Systems Job: 12/22/os 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904287-5339 Fax: 904-287-1258 Email: energydesignsystemsr~gmall.com ~ ~ • • For: Steve Mullen Residence 1160 Beach Avenue, Atlantic Beach, FI ~- ~ • ~ Htg Clg Infiltration Outside db ~°F) 39 92 Method Simplified Inside db (°) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 Heating Component Btuh/ft2 Btuh % of load Walls 2.2 2099 12.2 Windows 23.9 3637 21.2 Doors 15.2 1122 6.5 Ceilings 1.1 93 0.5 Floors 26.7 3951 23.0 Infiltration 24.1 5446 31.7 Ducts 817 4.8 Total 17164 100.0 Cooling Component Btuh/ft2 Btuh % of load Walls 1.8 1756 11.6 Windows 45.7 6953 45.9 Doors 12.7 938 6.2 Ceilings 1.6 135 0.9 Floors 0.0 0 0.0 Infiltration 8.3 1886 12.5 Ducts 1377 9.1 Internal gains 2100 13.9 Total 15145 100.0 ~°d~ Cooling at 77 %SHR = 1.6 ton Cooling air flow = 411 cfm/ton Cooling at 70 %SHR = 1.7 ton Cooling at 400 cfm/ton = 1.6 ton Overall U-Value = 0.233 Btuh/ft2-°F Data entries checked. ~+. wr~ghtsof>r Right-Suite ResldentialTM 5.0.66 RSR29784 2006-Dec-22 22:21:39 C:~Documents and Settings~customerlMy Documents\Wrightsott\Mullen Residence, 1160 Beach Avenue.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor Energy Design Systems Job: 12i'22106 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-287.1258 Email: energydesignsystems(B~gmail.com ~ • f' • For: Steve Mullen Residence 1160 Beach Avenue, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Outside db 39 °F Inside db 72 °F Design TD 33 °F Heating Summary Building heat loss 17164 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 17164 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 2 Heating Cooling 1 0 Area (ft ) 1120 12 Volume (ft3) 8960 8960 Air changes/hour 1.00 0.57 Equiv. AVF (cfm) 150 86 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor n/a 0 Btuh 0 °F 0 cfm 0.000 cfm/Btuh Space thermostat n/a Summer Design Conditions Outside db 92 °F Inside db 72 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gr/Ib Sensible Cooling Equipment Load Sizing Structure 15145 Btuh Ventilation 0 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.97 Total sens. equip. load 14690 Btuh Latent Cooling Equipment Load Sizing internal gains 690 Btuh Ventilation 0 Btuh Infiltration 3762 Btuh Total latent equip. load 4452 Btuh Total equipment load 19142 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a EfFiciency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0.000 cfmBtuh 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. "` wr~ghtsoft Right-Suite ResidentialTM 5.0.66 RSR29784 2006-Dec-22 22:21:39 ~~ C:\Documents and Settings\customer\My OocumeMSlWrightsoltlMullen Residence, 1160 Beach Avenue.rsr Page 1 RIGHT-J BUILDING ANALYSIS REPORT Second Floor Energy Design Systems Job: 72/22/06 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-287-1258 Email: energydesignsystema(~gmall.com ~ • • • For: Steve Mullen Residence 1160 Beach Avenue, Atlantic Beach, FI ~~ ~ • • Htg Clg Infiltration Outside db ~°F) 39 92 Method Simplified Inside db (°) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces p Daily range - I_ Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 Heating Component Btuh/ftZ Btuh % of load Walls 2.0 3576 17.1 Windows 23.9 5790 27.6 Doors 15.2 683 3.3 Ceilings 1.1 2216 10.6 Floors 0.8 779 3.7 Infiltration 24.1 6919 33.0 Ducts 998 4.8 Total 20961 100.0 COOiing Component Btuh/ftz Btuh % of load Walls 1.7 2991 10.7 Windows 49.5 11985 43.0 Doors 12.7 571 2.0 Ceilings 1.6 3223 11.6 Floors 0.0 0 0.0 Infiltration 8.3 2396 8.6 Ducts 2537 9.1 Internal gains 4200 15.1 Total 27903 100.0 w~~aows Cooling at 82 %SHR = 2.8 ton Cooling air flow = 482 cfm/ton Cooling at 70 %SHR = 3.2 ton Cooling at 400 cfm/ton = 3.3 ton Overall U-Value = 0.082 Btuh/ft~-°F Data entries checked. wr~ghtsoft RIgM-Suite ResidentialTM 5.0.68 RSR29784 2008-Deo•22 22:21:39 ~,A C:\Documents and Settings\customerlMy Documents\WrightsoTt\Mullen Resitlence, 1160 Beach Avenue.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Second Floor Energy Design Systems Job: 12/21J06 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904287-5339 Fax: 904267-1258 Email: energydesignsystems~gmail.com ~ • • • Desi n Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Inside db 72 °F Design TD 33 °F Heating Summary Building heat loss 20961 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 20961 Btuh Infiltration For: Steve Mullen Residence 1160 Beach Avenue, Atlantic Beach, FI Notes: Method Simplified Construction quality Average Fireplaces 0 Area (ftz) Volume (ft') Air Changes/hour Equiv. AVF (cfm) Heating E Heating 2018 20180 0.57 191 quipment Sul Cooling 2018 20180 0.32 109 nmary Make n/a Trade n/a n/a Efficiency Heating input Heating output Heating temp rise Actuaf heating fan Heating air flow factor Space thermostat n/a 0 Btuh 0 °F 0 cfm 0.000 cfm/Btuh n/a Outside db 92 °F Inside db 72 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gr/lb Sensible Cooling Equipment Load Sizing Structure Ventilation Design temperature swing Use mfg. data Rate/swing multiplier Total sens. equip. load 27903 Btuh 0 Btuh 3.0 °F n 0.97 27066 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 0 Btuh infiltration 4779 Btuh Total latent equip. load 6159 Btuh Total equipment load 33226 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh O cfm 0.000 cfm/Btuh 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. +- wr~ghtsoft Right-Suke ResitlentlafT"" 5.0.66 RSR29784 2006-Dec-22 22:21:39 I~r~ C:\Documents and Settings\customer\My Documems\Wrightsoft\Mullen Residence, 1160 Beach Avenue.rsr Page 2 FORM 600A-2004k EnergyGauge® 4.5 '~~~' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name Mullen Residence, Lot 10, Block 43 Address: 1160 Beach Avenue City, State: Atlantic Beach, FI Owner: Steve Mullen Climate Zone: North Builder: Permitting Office: Permit Number: Jurisdiction Number: Steve Mullen Atlantic Beach 261100 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 24.0 kBtu/hr _ 3. Number of units, ifmulti-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap: 42.0 kBtulhr - 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area (ft2) 3138 ft2 _ c. N/A 7. Glass typel and area: (Label regd. by 13-104.4.5 if not default) _ a. U-factor: Description Area l3. Heating systems _ (or Single or Double DEFAULT) 7a. (Dble Default) 394.0 ft' - a. Electric Heat Pump Cap: 24.0 kBtu/hr _ b. SHGC: HSPF: 7.70 (or Clear or Tint DEFAULT) 7b. (Clear) 394.0 ft2 b. Electric Heat Pump _ Cap: 42.0 kBtu/hr _ 8. Floor types HSPF: 7.70 a. Raised Wood R=19.0, 510.0 ftz _ c. N/A _ b. Raised Wood, Adjacent R=19.0, 473.0 ft2 _ _ c. 1 Others 148.0 ft2 _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Frame, Wood, Exterior R=19.0, 2555.0 ftz _ EF: 0.92 b. Frame, Wood, Adjacent R=11.0, 207.0 ft2 _ b. Electric Resistance _ Cap: 40.0 gallons _ c. N/A _ EF: 0.92 d. N/A _ c. Conservation credits _ e. N/A _ (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 2120.0 ft' 15. HVAC credits b. N/A _ _ (CF-Ceiling fan, CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 100.0 ft MZ-C-Multizone cooling, b. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 180.0 ft _ MZ-H-Multizone heating) ~! Glass/Floor Area: 0.13 Total as-built points: 37156 PASS Total base points: 42183 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ~~~. ~ ~1 i5 PREPARED B DATE: ~~. I hereby certify that this building, as desi ed, is in compliance with the Florida Energy Code. OWNER/AG NT• DATE: _ 01~. a(,n 1 Pr d t I t F Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: _'~~ DATE: e ominan g ass ype. or actual glass type and areas, see Summer & winter ~~ass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) FORM 600A-2004R EnergyGauge®4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Mullen Residence, Lot 10, Block 43 Builder: Steve Mullen Address: 1160 Beach Avenue Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Steve Mullen Jurisdiction Number: 261100 Climate Zone: North 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump c. NIA 14. Hot water systems a. Electric Resistance b. Electric Resistance Cap: 24.0 kBtu/hr _ SEER: 13.00 _ Cap: 42.0 kBtu/hr - SEER: 13.00 1. New construction or existing New - 2. Single family or multi-family Single family _ 3. Number of units, ifmulti-family 1 _ 4. Number of Bedrooms 5 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 3l 38 ft~ _ 7. Glass typel and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Dbl e Default) 394.0 ft~ _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 394.0 ft' 8. Floor types a. Raised Wood R=19.0, 510.0 ftz _ b. Raised Wood, Adjacent R=19.0, 473.0 ftz c. I Others 148.0 ft' , 9. Wall types a. Frame, Wood, Exterior R=19.0, 2555.0 ftZ , b. Frame, Wood, Adjacent R=11.0, 207.0 ft2 c. N/A d. N!A - e. N/A - 10. Ceiling types _ a. Under Attic R=30.0, 2120.0 ft' b. N/A ._ c. NJA 11. Ducts - a. Sup: Unc. Ret; Unc. AH(Sealed):Interior Sup. R=6.0, 100.0 ft b. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 180.p ft , a Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 24.0 kBtu/hr _ HSPF:7.70 _ Cap: 42.0 kBtu/hr - HSPF: 7.70 Cap: 40.0 gallons EF: 0.92 _ Cap: 40.0 gallons - EF: 0.92 Glass/Floor Area: 0.13 Total as-built points: 37156 PASS Total base points: 42183 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ~,LY~~, ~ ~1 i 5 PREPARED B C~ r DATE: ». I hereby certify that this building, as desig d, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: dl l ~ Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer 8~ Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) FORM 600A-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: BASE AS-BUILT GLAS5 TYPES .78 X Conditioned X BSPM =Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF =Points .18 3138.0 18.59 10500.0 1.Double, Clear E 1.5 16.0 15.0 42.06 1.00 627.0 2.Double, Clear S 5.5 16.0 10.0 35.87 0.77 274.0 3.Double, Clear SE 7,5 6.0 10.0 42.75 0.45 194.0 4.Double, Clear E 11,5 7.0 10.0 42.06 0.42 174.0 S.Double, Clear N 1.5 16.0 38.0 19.20 0.99 725.0 6.Double, Clear W 1.5 4.0 8.0 38.52 0.82 251.0 7.Double, Clear W 1.5 7.0 10.0 38.52 0.94 361.0 S.Double, Clear W 15.6 7.0 20.0 38.52 0.40 307.0 9.Double, Clear S 1.5 17.0 16.0 35.87 0.99 569.0 10.Double, Clear S 1.5 16.0 15.0 35.87 0.99 533.0 11.Double, Clear E 1.5 4.0 8.0 42.06 0.82 274.0 12.Double, Clear E 19.5 8.0 18.0 42.06 0.37 281.0 13.Double, Clear S 15.5 7.0 10.0 35.87 0.45 159.0 14.Double, Clear S 15.5 8.0 18.0 35.87 0.45 292.0 15.Double, Clear E 1.5 7.0 60.0 42.06 0.94 2368.0 16.Double, Clear N 1.5 6.0 15.0 19.20 0.94 270.0 17.Double, Clear N 1.5 5.0 32.0 19.20 0.92 562.0 18.Double, Clear W 1.5 8.0 9.0 38.52 0.96 332.0 19.Double, Clear W 1.5 7.0 30.0 38.52 0.94 1085.0 20.Double, Clear W 1.5 5.0 6.0 38.52 0.88 202.0 21.Double, Clear S 1.5 7.0 30.0 35.87 0.89 962.0 22.Double, Clear S 1.5 5.0 6.0 35.87 0.81 173.0 As-Built Total: 394.0 10975.0 1iAlALL TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Adjacent 207.0 0.70 144.9 1. Frame, Wood, Exterior 19.0 2555.0 0.90 2299.5 Exterior 2555.0 1.70 4343.5 2. Frame, Wood, Adjacent 11.0 207.0 0.70 144.9 Base Total: 2782.0 4488.4 As-Built Total: 2782.0 2444.4 DOOR TYPES Area X BSPM =Points Type Area X SPM = Points Adjacent 17.0 2.40 40.8 1.Exterior Wood 102.0 6.10 622.2 Exterior 102.0 6.10 622.2 2.Adjacent Wood 17.0 2.40 40.8 Base Total: 119.0 .663.0 As-Built Totai: 119.0 863.0 EnergyGauge® DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 600A-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: BASE AS-BUILT CEILING TYPES Area X BSPM =Points Type R-Value Area X SPM X SCM = Points Under Attic . 2103.0 1.73 3638.2 1. Under Attic 30.0 2120.0 1.73 X 1.00 3667.6 Base Total: 2103.0 3638.2 As-Built Total: 2120.0 3867.6 FLOOR TYPES Area XBSPM =Points Type R-Value Area X SPM = Points Slab 148.0(p) -37.0 -5476.0 1. Slab-On-Grade Edge insulation 0.0 148.0(p -41.20 -6097.6 Raised 983.0 -3.99 -3922.2 2. Raised Wood, Adjacent 19.0 473.0 0.40 189.2 3. Raised Wood, Post or Pier 19.0 510.0 0.77 390.7 Base Total: -9398.2 As-Built Total: 1131.0 -5517.7 INFILTRATION Area XBSPM =Points Area X SPM = Points 3138.0 10.21 32039.0 3138.0 10.21 32039.0 Summer Base Points: 41930.4 Summer As-Buiit Points: 44271.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (sys 1: Central Unit 24000btuh ,SEER/EFF(13.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 44271 0.36 (1.09 x 1.147 x 0.86) 0.260 1.000 4523.9 (sys 2: Central Unit 42000btuh ,SEER/EFF(13.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 44271 0.64 (1.09 x 1.147 x 0.86) 0.260 1.000 7916.9 41930.4 0.3250 13627.4 44271.2 1.00 1.081 0.260 1.000 12440.8 EnergyGaugeT"" DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 60DA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM =Points Overhang Floor Area TypeiSC Ornt Len Hgt Area X WPM X WOF =Point .18 3138. 0 20.17 11393.0 1.Double, Clear E 1.5 16.0 15.0 18.79 1.01 283.0 2.Double, Clear S 5.5 16.0 10.0 13.30 1.28 169.0 3.Double, Clear SE 7.5 6.0 10.0 14.71 2.15 315.0 4.Double, Clear E 11.5 7.0 10.0 18.79 1.41 265.0 S.Double, Clear N 1.5 16.0 38.0 24.58 1.00 933.0 6.Double, Clear W 1.5 4.0 8.0 20.73 1.05 174.0 7.Double, Clear W 1.5 7.0 10.0 20.73 1.02 210.0 8.Double, Clear W 15.6 7.0 20.0 20.73 1.23 508.0 9.Double, Clear S 1.5 17.0 16.0 13.30 1.00 211.0 10.Double, Clear S 1.5 16.0 15.0 13.30 0.99 198.0 11.Double, Clear E 1.5 4.0 8.0 18.79 1.07 161.0 12.Double, Clear E 19.5 8.0 18.0 18.79 1.48 501.0 13.Double, Clear S 15.5 7.0 10.0 13.30 3.55 472.0 14.Double, Clear S 15.5 8.0 18.0 13.30 3.49 835.0 15.Double, Clear E 1.5 7.0 60.0 18.79 1.03 1157.0 16.Double, Clear N 1.5 6.0 15.0 24.58 1.00 369.0 17.Double, Clear N 1.5 5.0 32.0 24,58 1.00 789.0 18.Double, Clear W 1.5 8.0 9.0 20.73 1.01 188.0 19.Double, Clear W 1.5 7.0 30.0 20.73 1.02 632.0 20.Double, Clear W 1.5 5.0 6.0 20.73 1.03 128.0 21.Double, Clear S 1.5 7.0 30.0 13.30 1.07 428.0 22.Double, Clear S 1.5 5.0 6.0 13.30 1.20 95.0 As-Built Total: 394.0 9021.0 WALL TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Adjacent 207.0 3.60 745.2 1. Frame, Wood, Exterior 19.0 2555.0 2.20 5621.0 Exterior 2555.0 3.70 9453.5 2. Frame, Wood, Adjacent 11.0 207.0 3.60 745.2 Base Total: 2762.0 10198.7 As-Built Total: 2782.0 6368.2 DOOR TYPES Area X BWPM =Points Type Area X WPM = Points Adjacent 17.0 11.50 195.5 1.Exterior Wood 102.0 12.30 1254.6 Exterior 102.0 12.30 1254.6 2.Adjacent Wood 17.0 11.50 195.5 Base Total: 119.0 1450.1 As-Built Total: 119.0 1450.1 EnergyGauge® DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 600A-2004R EnergyGauge®4.5 WINTER CALCULATIONS Residentia{ Who{e Bui{ding Performance Method A -Details ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: BASE AS-BUILT CEILING TYPES Area X BWPM =Points Type R-Value ~ Area X WPM X WCM = Points Under Attic 2103.0 2.05 4311.1 1. Under Attic 30.0 2120.0 2.05 X 1.00 4346.0 Base Total: 2103.0 4311.1 As-Built Total: 2120.0 4346.0 FLOOR TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Slab 148.0(p) 8.9 1317.2 1. Slab-On-Grade Edge Insulation 0.0 148.0(p 18.80 2782.4 Raised 983.0 0.96 943.7 2. Raised Wood, Adjacent 19.0 473.0 2.20 1040.6 3. Raised Wood, Post or Pier 19.0 510.0 0.88 446.8 Base Totai: 2280.9 As-Built Total: 1131.0 4269.8 INFILTRATION Area X BWPM =Points Area X WPM = Points 3138.0 -0.59 -1851.4 3138.0 -0.59 -1851.4 Winter Base Points: 27762.4 Winter As-Built Points: 23601.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 24000 btuh ,EFF(7.7) Ducts:Unc(S),Unc(R),Int(AH),R6.0 23601.6 0.364 (1.069 x 1.169 x 0.88) 0.443 1.000 4196.4 (sys 2: Electric Heat Pump 42000 btuh ,EFF(7.7) Ducts:Unc(S),Unc(R),Int(AH),R6.0 23601.6 0.636 (1.069 x 1.169 x 0.88) 0.443 1.000 7343.6 27762.4 0.5540 15380.4 23601.6 1.00 1.104 0.443 1.000 11540.0 EnergyGauge TM' DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 600A-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Pertormance Method A -Details ~ ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: I BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2635.00 13175.0 40.0 0.92 5 0.50 2635.00 1.00 6587.5 40.0 0.92 5 0.50 2635.00 1.00 6587.5 As-Built Total: 13175.0 Ct~DE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water - Total Points Points Points Points 13627 15380 13175 42183 12441 11540 13175 37156 PASS EnergyGaugeTM' DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 600A-2004R EnergyGauge®4.5 Code Compliance Checklist Residential Whole Building Performance Method A -Details ~ ADDRESS: 1160 Beach Avenue, Atlantic Beach, FI, PERMIT #: ~ 6A•21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS __ SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 ______ Maximum:.3 efm/sq.ft. window area; .5 cfm/s .ft. door area. ' / Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; _ foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. `,,,_,. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends _ __ _ from and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed ci^ _____ ~_ to the perimeter penetrations and seams. ___ Ceilings 606.1.ABC.1.2.3 __ __ Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is __~ _ installed that is sealed at the perimeteria~enetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-1C rated, installed inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with ~ 2.0 cfm from _ _____ conditioned space, tested _ ____ _ __ Multi-sto _ Houses 606.1.ABC.1.2.5 Air barrier o~erimeter o_f floor cavity between floors. ~-~' Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION _ REQUIREMENTS _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir v __ __ breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78°fo. A_ _ Shower heads 612.1 _ _ Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSTG. ~--~ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. __ Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 _ Separate readilyaccessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM' DCA Form 600A-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.5 The higher the score, the more efficient the home. Steve Mullen, 1160 Beach Avenue, Atlantic Beach, FI, 1. New construction or existing New 2. Single family or multi-family Single family 3. Number of units, ifmulti-family 1 4. Number of Bedrooms 5 5. Is this a worst case? No 6. Conditioned floor area (ft2) 3138 ft~ 7. Glass type l and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Db le Default) 394,0 ft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 394.0 ftz 8. Floor types a. Raised Wood R=19.0, 510.0 ft2 b. Raised Wood, Adjacent R=19.0, 473.0 ft2 a 1 Others 148.0 R2 9. Wall types a. Frame, Wood, Exterior R=19.0, 2555.0 ft2 b. Frame, Wood, Adjacent R=11.0, 207.0 ft= c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 2120.0 ftz b. N!A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 100.0 ft b. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.Q 180.0 ft _ 12. Cooling systems _ a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump Cap: 24.0 kBtu/hr _ SEER:l3.00 _ Cap: 42.0 kBtufhr _ SEER: 13.00 _ c. N/A - 14. Hot water systems a. Electric Resistance b. Electric Resistance y_ c. Conservation credits _ (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, _ MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. e ,anew EPL Display Card will be completed based on installed Code com nt Builder Signature: Date: U ~ - U ~- 0 7 Address of New Home: ~ t (a j1 t:~~51~' ~T-- City/FL Zip: ~ ~~~~~ Cap: 24.0 kl3tu/hr _ HSPF:7.70 _ Cap: 42.0 kBtu/hr HSPF: 7.70 Cap: 40.0 gallons - EF: 0.92 _ Cap: 40.0 gallons - EF: 0.92 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar'~"designation), your home may qual ~ for energy efficiency mortgage (EEM) incentives tf you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy E1~ciency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4. $nergyGauge®(Version: FLRCS~B v4.5) RIGHT-J BUILDING ANALYSIS REPORT _ First Floor Energy Design Systems Jab: 12/22106 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-287-1258 Email: energydesignsystems(o~gmail.com ~ • • • For: Steve Mullen Residence 1160 Beach Avenue, Atlantic Beach, FI ~- • • • Htg Clg Infiltration Outside db ~°F) 39 92 Method Simplified Inside db (°) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 Heating Component Btuh/ftz Btuh % of load Walls 2.2 2099 12.2 Windows 23.9 3637 21.2 Doors 15.2 1122 6.5 Ceilings 1.1 93 0.5 Floors 26.7 3951 23.0 Infiltration 24.1 5446 31.7 Ducts 817 4.8 Total 17164 100.0 ~~o~___ Doors rn Cooling Component Btuh/ftz Btuh % of load Walls 1.8 1756 11.6 Windows 45.7 6953 45.9 Doors 12.7 938 6.2 Ceilings 1.6 135 0.9 Floors 0.0 0 0.0 infiltration 8.3 1886 12.5 Ducts 1377 9.1 Internal gains 2100 13.9 Total 15145 100.0 wodows Cooling at 77 %SHR = 1.6 ton Goofing air flow = 411 cfm/ton Cooling at 70 %SHR = 1.7 ton Cooling at 400 cfm/ton = 1.6 ton Overall U-Value = 0.233 Btuh/ftz-°F Data entries checked. ~. wr~ghtsof~ Right-Suite ResidemialTM 5.0.66 RSR29784 2006-Dec-22 2221:39 /~A C:\Documents and Settings\customer\My DocumemslWrightsott\Mullen Residence, 1160 Beech Avenue.rsr Pege 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY First Floor Energy Design Systems fob: 12-22/os 1085 Oak Vele Rd, Jacksonville, FI 32259 Phone: 904287-5339 Fax: 904287-1258 Email: energydesignsystems~gmail.com • ~ ~ ~, • For: Steve Mullen Residence 1160 Beach Avenue, Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Outside db 39 °F Inside db 72 °F Design TD 33 °F Heating Summary Building heat loss 17164 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 17164 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 z Heating Cooling Area (ft ) 1120 1120 Volume (ft3) 8960 8960 Air changes/hour 1.00 0.57 Equiv. AVF (cfm) 150 86 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor n/a 0 Btuh 0 °F 0 cfm 0.000 cfm/Btuh Space thermostat n/a Summer Design Conditions Outside db 92 °F Inside db 72 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gr/Ib Sensible Cooling Equipment Load Sizing Structure 15145 Btuh Ventilation 0 Btuh Design temperature swing 3.0 °F Use mfg, data n Rate/swing multiplier 0.97 Total sens. equip, load 14690 Btuh Latent Cooling Equipment Load Sizing internal gains 690 Btuh Ventilation 0 Btuh Infiltration 3762 Btuh Total latent equip. load 4452 Btuh Total equipment load 19142 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0.000 cfmBtuh 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,y, wrigt-itsoft Right-Sulfa ResidentialT'" 5.0.66 RSR29784 2006-Deo-22 22:21:39 ~~ C:1Documents and Settings\customer\My Documents\Wrightsoft\Mullen Residence, 1160 Beach Avenue.rsr page 1 RIGHT-J BUILDING ANALYSIS REPORT Second Floor Energy Design Systems Job: 12/221as 1085 Oak Vale Rd, Jacksonville, FI 32259 Phone: 9042875339 Fax: 904287-1258 Email: energydesignsystems(t~gmail.com ~ • • • For: Steve Mullen Residence 1160 Beach Avenue, Atlantic Beach, FI it - ~ • • Htg Clg Infiltration Outside db ~°F) 39 92 Method Simplified Inside db (° } 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 • Component Btuh/ft2 Btuh % of load Walls 2.0 3576 17.1 Windows 23.9 5790 27.6 Doors 15.2 683 3.3 Ceilings 1.1 2216 10.6 Floors 0.8 779 3.7 Infiltration 24.1 6919 33.0 Ducts 998 4.8 Total 20961 100.0 ' Cooling Component Btuh/ft2 Btuh °1° of load Walls 1.7 2991 10,7 Windows 49.5 11985 43.0 Doors 12.7 571 2.0 Ceilings 1.6 3223 11.6 Floors 0.0 0 0.0 Infiltration 8.3 2396 8.6 Ducts 2537 9.1 Internal gains 4200 15.1 Total 27903 100.0 w~d~ Cooling at 82 %SHR = 2.8 ton Cooling air flow = 482 cfm/ton Cooling at 70 %SHR = 3.2 ton Cooling at 400 cfm/ton = 3.3 ton Overall U-Value = 0.082 Btuh/ft~-°F Data entries checked. wr~ghtsoft Rlght-Suite Residential*~^ 5.0.66 RSR29764 2008-Dea22 22:21:39 ~,A C:\Documents and Settingstcustomer\My Documents\WrightsoftWluilen Residence, 1160 Beach Avenue.rsr Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Second Floor Energy Design Systems Job: 12/22/os 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904287-5339 Fax: 904-267-1258 Email: energydesignsystems(~gmail.com ~ • ~ • Desi n Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Outside db 39 °F Inside db 72 °F Design TD 33 °F Heating Summary Building heat loss 20961 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 20961 Btuh Infiltration For: Steve Mullen Residence 1160 Beach Avenue, Atlantic Beach, FI Notes: Method Simplified Construction quality Average Fireplaces 0 Area (ft2) Volume (ft') Air chapgges/hour Equiv. AVF (cfm) Heating E Heating 2018 20180 0.57 191 quipment Sul Cooling 2018 20180 0.32 109 nmary Make n/a Trade n/a n/a Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat n/a 0 Btuh 0 °F 0 cfm 0.000 cfm/Btuh n/a Summer Design Conditions Outside db 92 °F Inside db 72 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gr/Ib Sensible Cooling Equipment Load Sizing Structure 27903 Btuh Ventilation 0 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.97 Tots! sens. equip. load 27066 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 0 Btuh Infiltration 4779 Btuh Total latent equip. load 6159 Btuh Total equipment load 33226 Btuh Cooling Equipment Summary Make n/a Trade n/a nla n/a Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0.000 cfm/Btuh 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ~° wr~ghtsoft Right-Suite ResitlentialT^^ 5.0.66 RSR29784 2006-Dec-22 22:21:39 /4C~ C:\Documents antl Settingslcustomer\My DoameMslWrightsoft\Mullen Residence, 1160 Beach Avenue.rsr Page 2 . j !.r~~~l ~. .~ ~ ~~ r JG' ~' ` ss, CITY OF ATLANTIC :BEACH '"' ~~ 800 SEMINOI.E RUAll j ~`~ r ATLANTIC BEACH, Fh 32233 INSPECTION PHONE LINI~~ 247-5826 Application Number 06-00034547 Date 1/18/07 Property Address 1160 BEACH AVE Application type description SWIMMING POOL Property Zoning TO BE UPDATED Application valuation 21500 Application desc NEW POOL ,,,~,,,, Owner ------------------- ----- Contractor ------------------------ ~~ MULLEN POOLS BY JOHN CLARKSON, INC. ~,~ 1160 BEACH AVENUE 13997-4 BEACH BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32224 (904) 223-4050 ~' Permit BUILDING PERMIT Additional desc . ~"'` Permit Fee 140.00 Plan Check Fee 70.00 Issue Date Valuation 21500 Expiration Date 7/17/07 --- -------------------- Fee summary ----------------- ------------ Charged --- - -------------------------------- Paid Credited Due - --------- Permit Fee Total - - ---- 140.00 -- ------- ---------- ------- 140.00 .00 --- .00 Plan Check Total 70.00 70.00 .00 .00 Grand Total 210.00 210.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE dWITH ALL CITY OF ATLANTIC BEACH ORD AND THE FLORIDA $UII,DING CODES. r j 1„~,`Jr~J3Y ,~' ~ CITY OF ATLAlvTIC BEACH '~ . . ~ ~;~, ~ PLAN REVIEW SHEET Building Department Publle Works & Public Utilities Departments "~ J;31 ~f' 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 {904)247-5800 (904)247-5834 (904)247-5845 Fax (904}247-5843 Fax PLAN REVIEW COMII~NTS Permit Application # _ Q (~, - ~ `~~y 7 Property Address ! ~ t2 !~ ~ ~{.` ff },~ (~ AppUcant: Project: ~a d L _ ~rr~ ~d~ D. Kaluzniak Public Safety This pe 'application has been: Approved as noted by the ~ ~ Department. Final application approval mast com from the Building Department. 0 Reviewed and the following items need attention: Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from being .issued. O /~ Reviewed By: Date: Date Contractor Notified: