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Permit 2225 Alicia LaneCITY OF ATLANTIC BEACH 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 1 cu 3 ton 1 ah 36K ---------------------------- Owner ------------------------ CHIP/PHYLLIS TOUSEY 1767 PARK TERRACE WEST ATLANTIC BEACH FL 32233 09-00000338 Date 3/12/09 2225 ALICIA LN MECHANICAL HVAC ONLY TO BE UPDATED 0 -------------------------------------- -------------------------------------- Contractor ------------------------ OCEAN STATE HEAT & AIR,INC. 1476 ATLANTIC BLVD. NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit MECHANICAL HVAC PERMIT Additional desc 1 CU 1 AH Permit Fee 79.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 9/08/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- Permit Fee Total 79.00 Plan Check Total .00 Grand Total 79.00 79.00 .00 .00 .00 .00 .00 79.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s PERMlT NO...~~....a... .DA"i~,~:.If~......... ~.., ~ LOT.. .................BLl~~1~~.~~?. SI~B.......•l.~.l..c....~•''~ I .............. *_~.~ ; /~ °___./ I hereby certify that this is a true and correct copy of the original document recorded on January 24, 1994 on the public records of Duval County, Florida under Clerk's Nimlber 94-0010632 _ --Q~., Mary A. R ison, Esquire Permit No.: _. Tax Folio No.: NOTICE OF COMMEI~~CEMENT r., ~ M STATE OF FLORIDA ) COUNTY OF DUVAL ) SS: 0 ~ ~ THE UNDERSIGNED, heretay gives notice that improvements will be made #o certain real property, and in accordance ro N with Chapter 713, Florida Statutes, the following information is provided in thifi. Notice of Commencement: 2 ~ U 1. Description of Property (legal description and street address if available{: c~ ro SEE ATTACHED RIDER .~ ~~ LOT 14, TIFFANY BY THE SEA a ~ ro ATLANTIC BEACH, FLORIDA 32233 ~ `c3 O 2. General description of improvements: A SINGLE FAMILY DWELLING. ~ ip ~ 3. Owner information: .w ~ q a. Name and Address: CLAY B• TOUSEY, JR. AND ]SITYLLIS M. TOUSEY 1767 PARK TERRACE WEST ATLANTIC BEACH FLORIDA b. Interest in Property: FEE SIMPLE c. Name and address of fee simple title holder (if other than owner): 32233 4. Contractor (Name and Address): CUSTOM [-TOMES BY BRYAN LENDRY~ INC. #4 Sawgrass Village Drive Ponte Vedra Beach, Florida 32082 ~" ~ , 5. Surety , ~• . ; a. Name and Address •, , ~ ~:~ - ~ . _. .,. ~~ " :,, ;~,~ b. Amount of Bond: S ;'~ ~ _,. -~; '? -`~ = 6. Lender (Name and Address): FIRST UNION NATIONAL BANK OF FLORIDA .- ~ ~; RESIDENTIAL CONSTRUCTION UNIT ~. ;., ;~; 828 WHITE STREET ;,: DAYTONA BEACH, FL 32117 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as ~ provided by :>ection 713.1315)(a)7, Florida Statutes (Name and Address): 8. in addition to himself, Owner designates Mary A. Robison, Esquire °f Fishery Tousey, Leas & Ball to receive a copy of the Lienor's Notice as provided in Section 713.1311)(b), Florida Statutes: 1 Independent Drive, Suite 2600, Jacksonville, Florida 32202 LEGAL DESCRIPTION Lot 14, TIFFANY HY THE SEA, according to plat thereof recorded in Plat Soak 46, pages 94 and 94A, o~ the current public records of Duval County, Florida. T~HCHIE~',~ENCI~3EEE~8 C`~IF1CA'PI~?~i CQ~1S°~A%~ CONST~I:~C`~IO CO®E ~'O~ ALL, .~4~OR S'SRUCTURE~ TO IIE LOC&~a`~ED ICI IN CITY OF A'.1'LA&'t~'IC BEACH, FLOIdIDA APPLICAtdT'S NAME Vermey Architects PHONE N®?46-1150 DATE 12-21-93 OWNER NEE ~4r . jMrs . Clay Tousey R.E. TA}~ NO. TXPE Old PROJECT: (x~P1ew Hame ( )Residential Addition (, )Garage ( )Pool ( )New Commercial ( )Commercial Addition ' ( ~Othar ____ 911 STREET ADRESB: Alicia Lane Atlantic Beac ( ) We~claim the structure to be ®xempt as follows: ( ) Garage with no provision for occupancy - detached one and two family only ( ) Pier, Dock, etc. ' ( ) Other (specify) X also certify that no structure listed above may be remodeled or converted to a nan~exc~mpt use without being upgraded to fully comply with the ordinance. Signed• Date: ----- CERT Z FI Cl~7C I ON This certifies that the plans and specifi,_cations submitted aril sealed by the undersigned meet all criteria set forth by the City of Atlantic II®ach Coastal Construction Code. Rogf covering i exempt from the 110 mph requirements of the Coastal Construction Coded but meet all th® ether requirements of the City of Atlantic Beach Building Code. ( V) The structure including foundation, frame decking, exterior walls and floors has been designed or win loads of 110 mph, with all design complying with. the 199(, C eater 12, Standard Building Cade. -------------a_______......__________________...._____~___----____-- (Windows, doors and all other exterior devices comply with th lie mph wind load. ( ~ The ~strue°ttazc~ is. located outside the area affected by wave forces, OR ( ) The structure i,s capable of withstanding wave forces resulting, Prom a wave erase taeight of feet above MSL including uplift forces. ~ ' ( ) The structure is located in P'YA Zorie A and the foundatio~i design tans cons~idared possibly escposure to water and erosi~>>. OR .~ (~ The structure is located in P`IA ~on~ x and the foundation wi 1. 1 not be exposed to hydrodynamic, hydrostatic loads or water scour, OR ~. 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( ~ ~ L.~ ,!! i_ ~ 1) i 1. ... .. .,. ,..! c:i y i ~.. _.~ I,a 1 .,~ C d U .i.. ~. 1 . ' _.i ~'_....,.,,T,'_'_....._..__.,_.... ...____,.._.... °' t i~ G~. i ~ ,_il: Y ~, ~. 1 ~.~: ~ ~~Y ~, t_LI..G ' i ~'._ i_i: 1 !.~~:: ~.<J'I; i_ ` ~~":' DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~ ~~ ~ CALCULATED BY GG ~' DATE 1 ~ i ( ~3 JOB NO. CHECKED BY DATE SUBJE SKETCH NO. SCALE ~ OF ', _ c~2,c~~,,,,~a~ ~~,.Fl~'.i ,a'r,,~Aru-O ~'Ei1- t 3!~-l~4 (~'~(~ ! 1='I"' l~ I~ Q t_ ~l S ~ c•.a ~ =~~ ,c cp v~ ; ~,1~ f~I A~~ , 'c= ~ a ~~ 'P~--~»~ , N Dic.. +A rte' '3 •'-~" o ~~n ~~+'~,~~„ . 8~.~c•: k~~w~ ~p~r~ -= Ito ,~~-~ G A'~I- ~ t~ 2 ov F~.. 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Consulting Structural Engineer JACKSONVILLE, FLORIDA m JOB TITLE ~~ Cam/ CALCULATED BY GC ~- DATE ~ ( I ('v,J JOB NO. CHECKED BY DATE SUBJECT 1 v~~ ~~/ ~~"s ~ ~/ _~ SKETCH NO. SCALE SH~ OF_ ~ Z Kn0 ~"~ TIW4 ~/ ~ ~TO-~-V'aC~CE Cb v~. ~V1 P°Tt"ri.~ ! ~ 1 1~~..~F,- ' Lo~ac> ~xT _ ~ ~~z.' u ~35~5p~sR )t 3;c ss,1 ~R ,c zo.~'. r f ~' s ~ lbs. '~ ~Z~, r~ ~ '~ ~ ~ w/ Mt.L. - ~ ` ' Z.t X 3 S '~ P 6 ~ / J X Z , - C up '~C, f ~,1 ~ V ~ 3 ~~ ~= TtLU4a °a ~ S ~ r~~~, Tw~~ o ~~n rrl~wa.~ i ~ O~G ; ~t,-C'c' ~oiADE~ TE'nlo~n.'~ ', C Z ll 3S ~ S P bt- ~ X ~'- O ~~ . ~~oZ (~~a PP • { M ~ S~ ~- 3 tS A C6/JJ~~'T'1 a aAL ' ~+W FTEh. '~ .~~ ~ ~ ,- s z~~ Ib, T ~ x a i ~c' `s ~~ I ~ , ~~ (9p~i~r LoA~ _ ~~,,;a x46,5 ~~ + ( SS I ~ ~ ~' ,~ °J 3 ~ ib~ T ltb~ Lbw '~ ~ ~ ,~ UP~~~r Lnlan ~A~c.. ~~ I z X'~o~ `JPSw~ ~ ?~ ~ -U p ~L:. DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA 1, JOB TITLE ~~~~'`'~~~ CALCULATED BY C G ~ DATE II 2 OJ3 _ JOB NO. CHECKED BY DATE SUBJECT ~ ~~ °/ ~l ~G-~ i Dc~V~ ~ SKETCH NO. SCALE S ~~_.~~~,~, ~.~ ... ~ .. . , e_ _. ` ~..% ~iF.~t.-on... yJ iq ~~~ ~ 3 na t=id~,n. ~ ~ ~ .. ~ _ . _, _ ,lC~I 31~~t oaf' ~ 2~ iby LF ~~c.t~'r La,e-~= ? S ~ (ap -hb (~.~> = 2oI ? ~ b c.~ ~, 33~ 2_~ -- * ~rn.pPy a ~ `I a , c • _ Z~'a• ~ ~, ^ -y Pi 21b5 T $~p((,,, ! k I ~~ I C°j, ~{o D,C, _ ~'~?x 4g c ~ I oolbsT t s t ia' rv I E'X 1"eYti, t o w W A t,l.. Q ~ as fir, ~._./ 33 wa~~ b.r., Z5~ ~bs t~p~~ ¢r Lobe ~ ~?0~`7 Ibs~c~ - ~$o tb~ ~c.~ ~ = Z !? Ib6 /i.r- ~~ 3 s !. ~B o~c , ~ ~-~ k r 0 1' ~i~' ~l00-66 1 ~-- ~ t~o..~,- Cam u,a u,; -a , t„ VP.ri=~ (_.+os~c.:.~= ~~7ib~ .~... 47bI~ (~tb8`4v~ ~" ~ O~1~5 r'rr Z ~ ~-.. Stnwpc.. O ~~'` c , c ~ 40~} X 3T,. ~ lo't"7 Ib~ r E 4 $` ~: o , c , q. o A' ~ '.~..~~ ~ I !o t to ' (b~ T j ;. 8 _ uJa~~ ', ~~ 1-J rer. I a ~ ~ '~ -~. ~ hz.. on n t 'Wqw b,~, I l9(~.tt=T" L.nar>= ~D~ Il~~~c.>t ~ C°d I~slcr-) 3Z~ ~~slL.~' 'I µ O g o`` _ I ?~~C~1,I7s. ., ., r DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY G G {~ DATE K ~Z' 93 CHECKED BY DATE SKETCH NO. SCALE .... _--- _ ~ t - - --- ---- - - - -- ---- - - JOB TITLE ~l~M~ JOB NO. SUBJECT ~~ 'ti L~`°~~~~C"~ SH S OF_, .._-------_t. _, ~ .. W~~T ::. ,~~ ; EKrEMOr~. Cv~.yr-t~J Pr Snr=F1 r rAn~D vJgz~, ~n•~.~e`fL. ~~ ~ X36 ~b~ i ~Olb.,a ~` (°)'~ Z, 1 ce~ww~~S' ~R.,, ~T _ L.Q.~p~AI.~V ($72 ILA -t ~.3~ = 2 0 0$ Jb s C atrp ~~~nto-~. Gd(.v...t•J ~kT' SoF'F'I T- C A Nth V`IA4~~ V~w>=r- [.o~a~ ' - g~ X ~ !o ~~',+ ~13~x ~$, 5x z~ , - 2G l°~ Ib GO+-u~"~ Z, ~+ 2!A ~ ', '. W A V 1. ~, ~ ',, ~-'Lr~ ~ C~7c~' fr ~a.~v'r"- ~ t9c~ ~ L«p+~~~ ~~,rr„~, `T"x~ i r*~~ .~~ t DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA ,IOg T17~,~ ERN Ey CALCULATED BY CG ~^' DAT (~ ~ ~' 9 JOB NO. CHECKED 8Y DATE SUBJECT T~ SE~J PIES 1 P ~ GF SKETCH NO. SCALE SH~ OF ' ~ UPLIFT HARDWARE / ~ONNEC~.'OR i SCHEDULE '. ~' ~ 3 ~!''~ I~T iI : I~ESC!.RIPTION ~ ~ 1 I_,, ; _ SIMPSgN i ! 1SE.METALS FASTENERS I ~ i ` ` + ~ CmNN~CTORS; CONNECTORS owr~ RAFT~fII. Tb Tetp,R.IFIt'~ /~~.~e~ ! P~ ~~ ~ 1p~. N1C P~~i~-~ f~ ~ ~~~~ ~~ ~ ~ ; T4~"1'~01~~ ~A ~ ~~, ~w~~ ~ 8 ~ ~l. ~ ~ - ~ ~35~ ~; P~ SAP t 8 ,. _ I ~ ' ~ ~ t~ "7-,oor T~vSb Tb ExTL'T~1 i$. '1 ~ t P~ i .. i E~'TElucct- WAtI.'T'o vJA~L,~ -' 3ROi _h~dol=,~ G$' ICS t~ 3z"a~~c. Ri15o O 32~o-G~ 22~'ia~l~s ~~ ExTtA.1~R. W ~~~.TV vJt~~4 ' Z~lo ~~v~ ~.Arl~ ' A~ ~~"S~irATµ d 4~Q,~, ~J;( l rJAl~s ~ ~~ ~ iN-r'+t:Rl 2. hlA1d..;TO~ v~AL. ~' ~ CS,~ty; ~j 3~' aG. R~15C t°j 3~,C icy ~~- 10~ 5 0 4 ~1rt!bu~E I l1JT'~E'R1~R ~ WA1.1-. 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'~ I ~ ~ ~ , i ' (.~ftit~~ LIt-4 S~~C.1~/~ ! ~G~~t~D ~a7'7~L/Q-f~-Pl;l~ N/C~.±A-t , C~ Z ~'b G~ICp ~ _ ~ ~ i y ~ i ~ ~ 1 r i- ~i _ ~ ". 1 ; ', ; y f i, -. '. ~ srA 4L ~r u { , ~ ~ ~ , o n. i~ ~; f:rl',/tt~ ~~ t~G ~ 2- ' `~ ~/ t~ TN~~-,- i `-3T~~ ~ t` ',~ 2 Ip ~ G ~ rl.p ~ ~b~i9 ~.G~" ~ l ~ ~ , ~. r~ C T"O J i ~9,t7 , ~- ~ P; ~1-r"' tZ~I^ ' ~,7-n,V~~ -1~ ~r.~' ~,z~v,n. ~ ~ FnA- i ~ G~ ', , i r I DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE V")LIKtr' CALCULATED BY CG ~L DATE ~ i~0 ~ ~ JOB NO. CHECKED BY DATE SUg,~ECT~t9C958'1I l DE1l~ G~ SKETCH NO. SCALE SH 7 OF, ,~...r,,,,~... , , ....,~. ~ , .. ... ~ w ~ ~bv - /~, ~~-~(~~ r:-- ~, ~~~- Ng'.. ~ . v `' v ~ ` } ~ ~ ~ -- - ~.! _ _- ~_ 6 ~ ~ ~. iii I~ . _ _ _ :~- _ s4 ~(, 1~~ ww+++ .,.. ~ , ~}5~~~}as r.~___.s I ~~ R1' ! I -1 ~ ~ , I I, ; ~ l i III !I ii~ ! ~~ ~~ pa4 3 ~ ~ ~ !~ ?` ~ ~~ ~ i ~ ~` ~ -~ p I '~I I I~ I \ ',~ .. ~ ~ ~; M _._. ~, ~ - - i, iI. ~ a Q~. ~~ liil' ~ ~ ; i i ~: f~ o I __i -L .. I1 ~; + ~` , i ,i ~, ~,~ o, I' _~ __ _- ~' `~ v 1 '~~ 4 ~ ~. ' ~` ~' ~u I I ~I~III N - -. ' I~ ~ ~ t i!I - '~~ ..1 ._.._. r. __` ~~ ~ i 9 p ~ ~ ~O N v ~ ""_ . DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer '/ JACKSONVILLE, FLORIDA JOB TITLE ~~ ~ ~ CALCULATED BY ~'~' ~ DATE (( If0 ~ JOB NO. CHECKED BY DATE SUBJECT T~(~~_ ~E'~S ~ DEI~?C~ SKETCH NO. SCALE SH~ OF 9 'ate ~ . ;i"~. ~\. •~, '~; -~, ~. ,; , ~ :, - " ~j -- ~ _.. ~ _. _ .. i~ ... _ ' ~~ t .~ I ~ ~ ~ lil~ ,: .. { 1 •I . -- _ 1~ I ~ ' - r_ ~ ~' j~ I - L ~ i . ~~ •----•-- •~- r ~ ``~ ~+ '~. ~.°.. ~~ _._. r. ,.~ G"`;t',A • 1`f) DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer ` ` - / JACKSONVILLE, FLORIDA ~~ ~~'~ JOB TITLE V E~MI't l' I~ ~V DATE CALCULATEOBY 0 3 Of~bE~i JOB NO. 'ILLS IAE7JC ~ CHECKED BY DATE SUB JECT . SCALE SKETCH NO SH U OF~ . , ~ ~>.~... _ .a._ . , .~.~ .e_ .. _ . r .., ~.. ~• .. /~ 3(~~~°~4 ~ A 1 C~ -1~~ ''""Z F~ `~ `\~ EAc~1 >s~a~ ~ I ' _ DI's W ~~IOhDMl (z'•4' _ U. ,~• 1,.~ ,.. ?~4~~1 s ~• 'Ffulj' 1PI ., 1 ~ ~ ~ ~ ~ ~ ~ ~ ~•~ .__.__._._ .. -..._._~ ..---. _.r,---. .._. l L .~ 444 I. _ ~~ ' _ _ g I ...__ .____ ._ 1 ' F ~ °- -- , .~ ~ ~j ~ I i ~ I ~! • ~ , I 1 II ~1 11 1 •« ~ ~ - ~ _.._ • _~.. ._ ~ 1 _ .._ -- - z t- - ~ i~ 1 - - ~ z (j ~ ~ ~ ', I I ~ " ' + ` it . ~~ _- -- __- _,._ .. .._ ~I f.~ ~ ~ f_~7L~t~ . ..; %; .'~ ,~. t,t~~. ~ •• .. S ~.r1 ~ill(.~ ~~ t ~ S ~ ~ •. ' . '. i • t 1 I r ~ SPISMIC AND HURRICANE TIES ~C FASTENERS MAX ALLOWABLE LOADS' M~EL MATL TO TO TO UPLIFT LATE RAL RAFTERS PLATES STUDS (133) F~ (133) F2 (133) Ht 18 a fr8dx1'/z 4.8d 520 485 165 H2 18 8 5-8d - 5-8d 335 - - H2.5 18 a 5-8d 5-8d - 415 150 t50 H3 18 a 4-8d 4-8d - 460 125 160 H5 18 a 4-8d 4-8d - 465 115 200 H7 16 8 4-8d 2-8d 8-8d 985 400 - H10 18 a fr8dx1'i 8-8dx1'i - 915 585 525 H10R 18 ga 8-8dx1'i2 8-8dx1'/2 - 9t5 585 525 ~ H6 TNs Rafter -w T..w Dlslsw !~~' I~ ! '. ,,, ~~a Y ~ 06060/SIM BuyLine 5162 ! 1. Loads have been increased 3396 for wind or earthquakeloadinp wish no further increase allowed. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2%z" must be used when framing anchors are installed on each side of the joist and on the same side at the plate. Maximum allowable uplift load for She H4 stud to bottom plate installation is 3151bs.; 370 lbs. for the H2.5. 0 0 Typical H6 Stud to Top Plate Installation Sp srivD PLATE TIES L Ties top plates to studs to resist wind or seismic activity. New! SP4, SP8, and SP8 wrap completely around double top plates. MATERIAL: 20 gauge FlNISH: Galvanized INSTALLATION: ^ Use all specified fasteners. See General Notes. • SP1 and SP2: position as shown. install the number of plate nails indicated in the table. Then install 5-10d commons into the stud and 1-10d common at a 45° angle through the stud into the plate. CODE NUMBERS: BOLA, iCBO, SBCCI Nos. NER-432 and NER-443; Dade County, FL No. 90-0914.2. MODEL NO. DIMENSION8 W L FASTENERS STUOt PLATE ALLOWABLE e UPLIFT LOADS (1 ~) SP1 fr10d 4-1 585 1 -1 4 SP4 3'/ 7~/ 8.10dx1' 885 SP °i Tai 8-10dx1' 865 SP8 7e/ 8e/ frtOdxi' 865 1. For SPt and SP2, one stud Mil muat be driven at an angle through stud inW plate to puaranteo table load (seo illustration). 2. Allowable bads have been increased 339'! for wind or earthquake loadinq with no further increase allowed; reduce by 33y. for normal loadinq. ® ~} , r. Typical H8 ' Stud to Band Joist ~,; ~ Installation (;•~ ~~`'}} a Y~7. '~~~; .: , !~ :;t -~iY_C1G SP1 Nailing Profile ilr I L NO o o ': ;. 1311~1„I{^r'lat$ EACH 516E OF ST W Patent No. 4,480,941 Typical SP1 Installation typical SP4 Installation Anchors Double Top Plate to Stud (SP8 and SP8 similar) ~ o mo 5~~ lsln b~) 0 r' ® li0 ,I ~ 1 I'U 0 ® ,,, ~ 3~ I If ` SPt m~ Copyright 1993 SIMPSON STRONG-TIE COMPANY. INC. 53 ?ypical SP2 Installation StmngTie CONNECTORS ~~1~ ti 1K ~H~R'r) ' O 0 `® 0 • • -' s N10 \• • H10 ~ 5" ~' , (H10R similar) ~~ Patent No:. ~' 1,291,l198,1,180,f111; Q Caaads Patent 1,183,118; other Patent Pending 1~ •~ T 1~ 9~~ 3~~ 1L~ T • 1~~ • I Fa1R ppilp ~~lE ® ~~\ ~R m \~ ALES • 5~" ~ ~ k'~`~ ~M o ° 2~ o SN 2 0 H1 sl N~'r'e• ° x • ° o H4 0 0 3~ ~o H4 ° ~4 ° Patent No. ° ~~ 1,714,372 ~ 2~e o o ~• o • o I ; 4~I e o 2~' H5 0 o i~~ Patent No. 4,714,372 _~ H2 ~lw~ • y N • • ~ e l~e~ 5~b"~ • o ~ 23' • • H2.5 20;" • 1~ N~ • .f ° I H3 t~ • 4a• . • 1~• • 0 ~~,~ i~ ~ 52 r-- 2#"., O . .I . . • 8~" ~ . • • H6 I ~ 19 ie; 7~" 6z I' I 0_ H7 `, 1~" ^ 5} •. 2~ H SEISMIC AND HURRICANE TIES Newl The H10 and H10R (for rough sized members) provide excellent uplift and lateral load resistance parallel and perpendicular to the top plates. Optional positive angle nailing, with 8d common nails Installed in double shear, connects shear blocking to rafter. Double shear nailing, with nails driven at an angle through two members, distributes the load through two points on each nail for greater strength. Slot allows field-bending to acxommodate shear blocking angle-bend one time only. Designed to provide wind and seismic ties for trusses and rafters, this versatile line may be used for general tie purposes, stnmgbadt attachments, and as all-purpose ties where one member cxosaes another. The H4 and H5 hurricane ties have unique shapes that require fewer nails. The designs allow for Installation on the inside of the member without Interfering with the drywall, or on the outside of the member without interfering with the sheathing material. The H5 is designed to tie the top two wall plates to the rafter. The versatile H6 and H7 hurricane ties are designed and tested for high load capacity. Use to attach studs, joists, trusses, plates, and other wood structural elements; see illustrations. MATERIAL: See table FINISH: Galvanized. Selected products available in stainless steel or Z-MAX coating; see Corrosion Resistant Connectors. INSTALLATION: • Use all specified fasteners. See General Notes. • The H1 can be installed with Nanges facing outwards (reverse of Illustration ~ 1). When installed inside a wall, a birdsmouth cut is required. • H2.5, H3, H4, and H5 ties are shipped in equal quantities of separate rights and lefts. ^ The H7 must be bent over and around the other side of the top wood member. A minimum of tour 8d-nails into the truss must be used, including two into the side of the truss at the end of the strap. CODE NUMBERS: BOCA, ICBO, SBCCI Nos. NER-422 and NER-393; Dade County, FL Nos. 89-0131.1 and 90-0914.2; City of L.A. No. RR 22086. H1 installation -Can Eliminate Costly Ratter Notching 'Npioal H4 S{ud to Bottom Plats (H2.5 application similar) (see footnote 3) U H2.5 Ties Ratter to 1VIro Plates 1 ~ CopyripAt-1993 SIMPSON H4 Installation STRONG•TIE COMPANY, INC. W r1~~'1 ~' a~ . . Y . o ~yo o~ may' A34 Speed Prong for Easier and Faster tnstaffation i~~l,~^ y''' s e (- -7~ N ~ 3 o ~o aZ e p~l~' BENS 'OF~O ~ IIpE ~~ .~ ~~ 0 ~: m o P go o ~ A35 71~' (~ . z~ o O o o Si-vi?'w~.~. SA F O o 0 o~ o 0 0 A35F O Jolsts to Plate A Leg Inside U Bsams to Posts A and B Legs Outside A341A35 AN H'o"s The A35 anchor's exclusive bending slot allows instant, accurate field bends for all two- and three-way ties. Balanced, completely reversit>ie design permits the A35 to secure a great variety of connections. MATERIAL: 18 gauge FINISH: Galvanized. Selected products available in stainless steel or Z-MAX coating; see Corrosion•Resistant Connectors. • A35 and A35F-Use 12-8dx1+/s" nails. ^ A35- se 8-8dx1+/^" nails for corm n types A,, E, and C,. ^ Use all specified fasteners. See General Notes. CODE NUMBERS: BOCA, ICBO, SBCCI No. NER-413, except load J fa A35F Dade County, FL No. 89-0131.1. City of L.A. No. RR 22086. 1Ft . (u A34 ~ ~= a A35 tAz ~~ y 1 • ;I A35 ^3 O Jolsts to Beams MODE4 TYPE OF DIRECTION ALLOWABLE LOADS N0. CONNECTION OF LOAD FLOOR (100) ROOF (128) A34 F1 345 365 0 Fz 280 280 A/ E 255 320 C/ 170 170 A2 255 320 A35 0 Cx 255 315 D F1 2 450 450 G 500 500 A35F a J 265 285 1. Allowable loads are for one anchor. When anchors are installed on each side of the joist, tha minimum joist thickness is 3" 2. Rool loads are 125% of floor loads unless limited by other criteria. Floor loads may be adjusted for other load durations according to the code, provided they do not exceed those in the root column. 3. Some Illustrations show connectbns that could cause cross-grain tension or bending of the wood during loading if not reinfortxd sufliciently. In this case, mechanical reinforcement should be considered. O Typical A35F Installation to Transfer Shear Forces Studs to Plate B Leg Outside ~~ ~1 50 ®Copyright 1993 SIMPSOH STRONG-TIE COMPANY, INC. U cntmney t-rammg StrongTie CONNECiORe CSICMST s°~; s New! The 12 gauge CMST12 is designed for use In light panel framing. CS are continuous utility straps which can be cut to length on the job site. Packaged in a lightweight (about 40 pounds), portable 2' square carton. The popular 18 gauge strap is available in 100' or 200' rolls-specify CS18-100 or CS18-200. MATERIAL: See table FINISH: Galvanized. Selected products available in Z-MAX; see Corrosion- Resistant Connectors. INSTALLATION: ^ Use all specified fasteners (see illustration). See General Notes. ^ Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. ^ Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. ^ The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable bad by the code lateral load for each nail subtracted from each end. ^ CMST only-Use only round holes for 2x lumber. Use every other round hole if the wood tends to split. Use round and triangle holes for comparable MST loads, providing wood does not tend to split. CODE NUMBER: BOCA, ICBO, SBCCI No. NER-413 (except CMST12). MODEL N0. MATERIAL TOTAL LENGTH END LENGTH CUT LENGTH TOTAL FASTENERS ALLOWABLE LOADS (100)' (133)2 N/dL SPACING o.c. 45" clears an + 90" 100-16d 7230 9640 13ia" CMST12 12 ga 40' 105" clear an + 210" 118-10d 7230 9640 3'/z" c ear s an + 416" 118-10d 7230 9640 CS1 1 1 ' 14" clears an + 28" 28-8d 1235 1650 6 6 ga 50 11" clears an + 22" 22-10d 1235 1650 1 s an + 22" 22-8d & 200' 9" clears an + 18" 18-10d 950 1270 2" CS20 20 250' 9,~ clears an + 18" 18-8d 750 1005 ga 7" clears an + 14" 14-10d 750 1005 ' ~~~ clears an + 14" 14-8d 620 825 CS22 22 ga 300 5 /z" clears an + 11" 12-10d 620 825 Allowable loads 100% value is the maximum steel capacity and may 2.133° value may be used for not be increased for other bad durations except as otherwise indicated. wind or earthquake loading. SAIHSA CO HECTORS Installation with Saddle Hanger l2 A high value cross-member seismic tie used as a horizontal tie across intervening members. Allowable loads include athree-times safety factor proven by code performance tests. MATERIAL: See table FINISH: SA36-galvanized; all others-Simpson gray paint INSTALLATION: ^ Use all specified fasteners. See General Notes. • May not be suitable for use in floor diaphragms due to their protrusion above the beams. CODE NUMBERS: BOCA, ICBO, SBCCI No. NER-413. Dade County, FL No. 89-0131.4. City of L.A. No. RR 25119. Table loads are based on 1991 NDS and may differ from code reports due to revisbn lag time. Typical 1. Albwable loads have HSA ~ been increased for Installation wind or earthquake loading with no further Hanger increase albwed. Not Shown 2. Albwable loads assume a restrained member of 3Yz" minimum thickness with bolts in single ® ~PY~ 1993 SIMPSON STRONGTIE shear. 3. BoB and nail values 54 COMPANY, iNC. may not be combined. aoaaosr^~r ~~'+ ' . ~. :~:::mz MODEL STRAP DIMENSIONS FASTENER3 (TOTAL) MAX ALLOWABLE HORRONTAL LOADS (133) N0. SECTION L~ Lz NAILS BOLTS NAILS BOLTS SA34 7 ga x 2'/is 34 9 - 43/a - 3625 SA36 12 ga x 2'/~s 36 9 22-16d 4-'/z 1900 1605 HSA32 3 ga x 3 32 9 - 2-3/a - 1910 HSA41 3 ga x 3 41 9 - 4-3/a - 3770 HSA50 3 ga x 3 50 9 - 6-3ia - 5470 HSA59 3 a x 3 59 9 - B-3/a - 6940 HSA68 3 ga x 3'/z 68 9 - 10-3ia - 8350 Cpl ceae crononuruno • • P,AIPAHDIMPAHDIHFAHD SERIES • HOEDOWNS See pale 13 for loads and ~ pg ~- other costa/lation information. 'o~ ~m. L,~ N=aN N N 24 %" B O. ~, ®• 4 e ,~`Ir O ~ ~~ Z~ ~~ M qNp 76~~ HPAHD22 (MPAHD Similar) BEND ADDtTpNAL STRAP cotv~E~ o~--~..,.® o' A variety of wood-to-concrete connectors that satisfy engineering and code . • requirements. Allowable loads include a tested three•times safety factor in • concrete. One-piece design; no separate anchors required. The required embedment is less than for the HD series. o' t . •(;~.np MATERIAL: 2'/,e" x HPA-10 gauge; all others-12 gauge •'~~-'j• FINISH: Galvanized. Selected products available in Z-MAX coating; o•_ see Corrosion Resistant Connectors. INSTALLATION: ^ Use all specified fasteners. See General Notes. z ~ . • ,, • 14n o 0 6'4 HPAHD22-2P ~~ 2 PA51 (PA88 Similar) • Where fewer fasteners are used In the structural wood member, reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumber less than 3'/z"wide. To lessen splitting of 3x's or double 2x's, either fill every nail hole with tOdx1'/z" nails or fill every other nail hole with 16d Ammons. Reduce the allowable load based on the size and quantity of fasteners used. ^ Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and foundation wall or footing beneath, unless provisions are made to transfer the load, or the slab is designed to resist the load imposed by the anchor; (b) slabs are poured over concrete block foundation walls; or (c) the members being anchored are less than 3'/s" wide. ^ To get the full table load, the minimum center-to-center spacing is twice the embedment depth when resisting tension load at the same time. FOUNDATION CORNERS: Nail and bolt quantities have been reduced when the load is limited by tested concrete pullout strength (fill holes from top down); additional nail holes need not be filled. Nail and boll quantities may be reduced further for less than 9" corner distance design loads-use code allowable loads for fasteners used in shear. TWO-POUR SYSTEMS: When a cold joint exists between slab and foundation, the holdown will be lower on the stud wall since the embedded portion of the holdown must be in the foundation (see table footnote 1 on page 13 for exception). Fewer fasteners are used, reducing allowable loads. Loads are calculated using a 4" slab over 8" and 10"foundation walls. PA51, PA68 FOUNDATION STRAPS: ^ Designed for foundation to double 2x10 band joists and crawl space floor system connections in high wind or earthquake resistant construction (see illustration). PAHD, MPAHD, HPAHD HOEDOWNS: ^ Designed to be installed at the edge of concrete. Tests determined the pullout strength with one horizontal #4 rebar in the shear cone. PAHD42: Instal- before pouring concrete by nailing to the form, or insert into wet concrete after the pour. MPAHD, HPAHD22, HPAHD22-2P: Pre-bent to control the embedment at the required angle; field-bending is not necessary. Installation holes allow nailing to the form, resulting in 1"deeper embedment; see illustration. The MPAHD has one extra bolt hole. OPTIONS AVAILABLE: ^ See also FAS TIE'", HDA Holdowns, LTT and MTT Tension Ties. CODE NUMBERS: BOCA, ICBO, SBCCI Nos. NER-393 and NER-469. typical PAHD42 Before Concrete Pour 1. Loads have been increased 339E for wind or earthquake loading with no further Increase allowed. 2. 16d sinkers (9 a x 3'/~") or 10d commons may be substituted for specified 16d commons at r/e of table loads. MODEL MINIMUM ALLOWABLE NO. LENGTH EMBEDMENT FASTENERS LOAD8 PA51 51 4 9-t6d 1620 3.Optional fastener holes provided. Calculate loads aceordinp to the rxxb u~ to a maximum of 3575 lbs. Minimum embedment is 4"; 5" to the nearest edge. ~~ Copyright 1993 SIMPSON STRONG-TIE COMPANY. INC CITY 4F .~'~A~Ctrtc'c ~L - ~le~tda DATE: July 25, 1994 TO: JACKSONVILLE ELECTRIC AUTHORITY UNITED STATES POSTAL SERVICE ATLANTIC BEACH WATER DEPARTMENT 800 SEMINOLE ROAD ATLANTIC BF,ACH, FLORIDsA 32233-5445 TELEPHONE (904) 2475800 FAX (904) 24?-58Q5 PLEASE BE ADVISED THAT THE FOLLOWING ADDRESS HAS SEEN CHANGED: OLD ADDRESS 2223 Alicia Lane llEi~i ADDRESS 2225 Alicia Lane PLEASE CHANGE YOUR RECORDS ACCORDINGLY. DCF/ph SINCERELY, DON C. FORD BUILDING OFFICIAL cc: City Manager Mr. and Mrs. Chip Tousey Safa Mansouri ,. P3R-3644 4 R~t39 ~'~ DEPARTMENT OF 9UILDING CITY OF ATLANTIC BEACH ~~ - PERMIT INFORMATION ---_-- -------' LOCATION INFORMATION --------- Permit Number: 13249 Address: 222 ALICIA LANE Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 C3ass of Work: NEW ---------- LEGAL DESCRIPTION ---------- Cbnstr. Type: WOOD FRAME Lat: 14 Block: Section: Prapcrsed Use: SINGLE FAMILY Township: RNG: 0 Pwellint~s: 1 Code: 0 Subdivision: TIFFANY BY THE SEA estimated Value:. 50.00 Imgrc~v . Cast : SQ . 00 Total R~~~: 569.90 Amount '~~.~`3: 569..00 -- - 4FIH~R Z~~QRMATION -- - -- ^ ---- APPLICATION FEES ----- G'~3Z~', ~`Q>;38FEY' ' Na~ PERMIT 569.00 Address: -2:~~3' RLTGIA LANE. WATF,I2, IMPRGT -FEE ,.$0.00 ~,4: ~,~'3~A3VTIC B}~AH, FLORIDA 3223 SEWER 'I!9:~"A~T,- FEE $O.C~O Fht+~: ~' ~5t1~)'I81-2,88 '~7ATLR I~IE'~LR/TAP $0.00' _#;~ RADON GAS-H.R.S. $0.00 .._ ___ - - C~'RACTOR `FORMATION ------ RADON GAB 5~$ SO.00 C~s~rne=aERVI~~CE ENa~INEERS, _~i~C, CAPITAL IMPROVE, $0.00. Addr~~s". 124 ORT4N STREET SEWER TAP 50.00 3ACICSC?IVVILLE, FL 32236 HYDRAULIC SHARE 50.00 ~cer~e -t~A~'{~1(~~l~d~ Type: 3 GROSS 'CONNECTION 50.00 ~' _ ~,:- SEC , H IMPACT FEE 50 .04 , .., r ~~„~. ... ~,,~ _.....,, ., , CONT... SURCHARGE ~ ~~©~ Clt~' `NbTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST SE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUII_DiNG MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE RROPERTY OWNER PAYING TWI CE FOR BULLDING IMI~ROYEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATtON FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATIANTI BEACH BUILDING DEPARTMENT ' 404004400 404040040 (69.04 14 Gate: 4/26/94 41 Rcpt: 4049274 ° ~' ~plg 41442 By: t ,. ...... BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC 6EACH ATLANTIC ~tACM, ILONIDA ~xt~~ APPLICATION FOR MECHANICAL PERMIT - CAL~.1N N~MeEA IMPORTANT -Applicant to complete ell items in sections I, tl, III, and IV. LOCATIO Sfreel Aldress: ,~ N OF IeMratfiey Streeh: Setweee Aar ~UILgING ~ ~ ~~-~~'~f (~ y i ~F~ S~ ~~~ ~ SYb•~itrisien~_ ._ II. IDENTIFICATION - To be completed by ell applicants In consideration of permit given /or doing the work es described in the sbcve statement w hereby agree tc ce•iorT tsid we•i ~• e__~•ae-ce with the sttecl~ad plans end specif;cetions whicfi ere • pert Mreof end in accordance with the City of JecEto~.;'e ordnen.-: ~•~ :•~•~e•os of good practice listed therein. ~ Neste of Meeheniee) i , / IV~ ~~ ~ ~ ~ ~~ /! C ~~ Conheefon M ~ , / ~ Conheclor I hint) ,. ~ lf . I .a,.. , % / G ~ ~ ~%~ ~ '" + V ~ (l~~ L''~ ~ -roperry Oweer , I " / / !/ Siyeefure of Owner Siynelute of er AYthori:ed Agent ArcAilee} er En9i"ee- {~{. ~+~AL iNro+~~-T~oN A . type of heettny Iwt• ~' ®~ i , IS OTNt11 CONSTRUCTION S[1Nti OONt ON ^ Eletfrit: TNIS aU1L01Na OR SIT[ T ~~--~, ^ Gea - ^ Lr ^ Nehrnl ^ Ce"1n1 WitiM Oil IF V[f. 61VE~UM)f11„OF CONSTRUCTION T [~f~6j~G r ^ ERMI 7 IN. AI/C/UINICJLL II~tINIdlIT TO ~ INtTAtl/p NATURE OF WORK (-roaide e.rn/Lht lie/ 0/ atnpMeb e" (wd el Mi. dens) ~y Residential or C~ Commercial ^ Heet ^ Spu ^ Receetx~ O CwMeel O Rleer ^ New Bulldlnp ~' Air GnrtlienitM: [~ Reetn ~GMrd ^ Exletinp eulldinp `~GL ~OYN ~~: 1tlefer+eL1 ""~ l mil„ 2,'7- 2~t~ O FMpleeement of exiatinp system r ~~~ Moaitwww upeitY el.w. ^ New Uehlletion (No system previously instanedi ^ Exlenston or add-on to existing eyetem ~!7 ^ Ro(+iy.atio" ^ Other - 3peclfy _ ^ Cootitp law«: Gp.cily S.p+e• -- f w --- Ma ^ frr grinklen: Number o Q E•letyfer ^ Me"lik ^ t:sulehr IeetNM-) TN{S !-At:E tf'OR OtIF{Ci I-fi ONLY p G.ee{it» w-~ IOYtilkaerl lttt...{.dl ^ Teak. (evr"ber) Remetle Q lN6 tM/ei"ottt.. ~11YmtOM' ^ u.rawt M«.w. vrw -enni- ~etrtlJ ~ Oeler ^ ems'` LIST ALL EQUIPMENT AIR QONDITIONING AND REFRIGERA710N CQUIrNti3NT ~ ,Z Itta~uGt-aWrer ( )r A~-i~1~ ~ Ml Nu M Y m r et Nuetber Udt~ Deecrlptloe ~^1 7 ~ '~ t! <U /~ ~L~~ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF WATER CLOSET, LAVATORY ~ BATH TUB OR SHOWER STALL (6) a-y C'~ WATER CLOSET, TANK OPERATED (4) BATHTUB/SHOWER (2} SHOWER GROUP PER HEAD (3) SHOWER STALL DOMESTIC (2) SERVICE SINK TRAP STAND (8) WATER CLOSET ~ VALVE OPERATED (8) URINAL WALL LIP (4) FLOOR DRAIN (1) _~LAUNDRY TRAY (2) ~-- LAVATORY (1) ~ 1 WASHING MACHINE (3) 3 DISHWASHER (2) ~°` KITCHEN SINK (2} KITCHEN SINK WITH WASTE GRINDER (3) BIDET (3) FLUSHING RIM SINK ($) URINAL: PEDESTAL, SYPHON JET BLOWOUT (2) COMBINATION SINK AND TRAY (3) POT, SCULLERY SINK (4) WASH SINK EACH SET OF FAUCETS (2) DENTAL LAVATORY (1) UNIT OR CUSPIDpR (1) STALL, WASHOUT (4) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER/BEAUTY i ICE MAKER (1/2) S SHOP (2) SURGEONS SINK (3} ~ LAVATORY, SURGEONS (2) __~_'__JACUZZI (2) ~"'~ ~ URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ~ ~ ~ @ $20.00 EACH $ T J ~..~D JOB INFORMATION ~~_~ ~ L,( ~_ ( ~ ~ /~~ 77 ~~ , ~~ Psa-~4 ""T8 #- ~`~ ~ jai-`` ?QQ~~u04 ~~ ~~ ~ :,ap~F D~ TpR MENT OF BUILDING ~'~ ' ', `~ C~ OF ATLANTIC BEACH __.i-` PEF.A~iIT INFORMAT4~ON _____.. k'pi~rr~i~. Tvi?e~' Et1?~D?N ~' i ~ ~ r ;-, ~, ca ~ ~ l; " N ~ ~L+ FRA.I"SE Ft',A,T,ns~ ~:~ti x-11 ~ ~-~ac ~ ,-,c,~?~n~f~~~?'? . }~~ ~~r~tn~t.A~ ~l~,1Sz~' ~, nn t Ait~^~a71'Iw k'~~,~' ~ a - LOCATION INFORMATIQN ------'--. n.~~~rF~M: 222 ALI~'IA DANE ATLANT ~ ~ FEAR H , FLOR 3.I;A ~~~'' - LEGAL L~ESCRIPTIG~N - -_~~- - B 1 . _.. fin} ' 19 ~N~ ~ ~ ~^~~.: tulac~~.vi~ic~n' T?FFAN~ Ev TGIF cEp ~~~ ~~ FEES -- _._ AppLICATIG'N , -~~ `" w A~' I ON - - - ""~'S~NLk~. SI~'~'Q _ ~ _. PERMIT ~154C~.5!J ~0 ~ ... ~ l ~~~ [:H:~I' ~ ~Y'LL 1 ~ 'O~J~.E`~ NEST WATF..R IMFALT .,,FEE F'~ E ~~~ . C1'~ .. ~ ~ r ~ ~~.~~ ~..7~~, PARS '~~RFtAE ~ '-~g~~A .,3~.2~~ ~Ft R . _ , ~,E4dER";I~M1<?A~T.- "f AP ~ i~iE'FE~c1' ~ =' ~~~5 . ~~5° ~ ,~ ~ ~..~ , , ~`}}`~.~~N'~'I`; HES~ 2g 5 B` gr<} q ~ 6~AT~~R Y R. S a AS-H O RAI3nN ~? . 33 ~. ~h ~ ~ i.e.y ~, 4. , ~.-' ~ ^~. -____ Q ~~'i1 ~ GA43 - ^''~ RAI?ON ~,C~ . S I C~~ S'~25 w8 .;~~-:~_ _-_ _ CG~~'RAC`.TCR ';~F4RMATI APIDRY r_AP~TAL 1MPRL?VE . O~Y~ ~aQ o y ~Nam~~ ~~15T~`M ~i~MES ~Y BRY~ I~ , ~ a~5>~At3C~ F~'AL~ ~~-~~ SE(~ER TAP. IYDF.AULT~"SHARE o $~+.~~ :~ .~~~~~,~ 4_ M ~~~, , ~~r~g~ Pr~NTE ;JE>JRA EEA~vH , FL ~ rR~Sw rON1~E~"TIC~N ;~~~~~D .~...~ ~ 4 ~ ~~':~,~, ~_~ .x~:. ~. :fir°.~r,?B#' T~rpP, ~. SEc~.H IMPACT FEE ~ ~r~ ~~.~.~ h .: ~ ~, ,..; ~.n..~. --_ ~~__ - -.. _._ .. NOTES:. ...~ v m~ °. ~-~ m~~ "" " :~- .n r r PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ~ RIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE ~LDING MATE ~;Ef1RED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ~« OMPLY WITH THE MECHANICS' LIEN L.AW ROVEMENTS IN ,_ ..FAfLURE TO C I °'I"`WE PROPERTY OWNER PAYING TWICE FOR BUaLDING 1111 PPROVED PLANS WHICH ARE PART OF THIS PERMIT ANI3 SUBJECT TO REVOCaT10N-FOfI `~ ~;`, )$SUED ACCORDINf3 TO A U10tAZlON OF APPLICABLE PROVISIONS OF LAW. ,~ s~, ,c ~. A ~,,^~ '-"r.: CgR~Si' /#TLANT~C BEACH BIJ~ ELN!1}Dt. V+.~Lt~`.J~'_ ~ti:~d j~~f/~ -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING NOTICE , GATE: ~- ~.5' `1``~ PRE-SERVICE DIVISION - JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE E~EEN MALE ANU AkE SATISFACTORY: ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. S-~ERELY ~/_ G BUILDING INSPECTION DIVISION cc:FILE ^i3"4 .w'g., { - - ., " ~ ~ TIC ~~ACH, FLt)ItIDA ~ ~ ~~ 5 ~,ITY OF ATL.AN .~ t Aorrowa~r APP6ICATlON FOR ELL~:rRICAl. PERM'!"T ? ~._.~.. TO THE CNik+ "c CTRIGAL INSPECTOR: DATE: _ ~ _ ~~ ,.._19.~` + ' "9;UE. ;TIC N (.'• r'F:n~'.SiT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWCNG, YIE ~,;., ..;.';;E 70 PEiiFC>'" SAID WORK tN ACCORDANCE WITH THE ATTACHED PLANS AND SpECif1G~.?IONS, i APART' HEREC: ,AND I" ~iCCORDANCE WITH'THE ELECTRICAL 'GULATIONS~ COG S .4'11} 4' . ":IC 13:4...^H ORDINAN~E5. /J , ~1~~'rh~~r,~; 4.. ~\~c«~c ~lo-rxcb.t..._•[~!.-wvi~ wrt r~'X, CAF;}~1 MASTER ELErflfj~,~LN SidtlATURE _ ~r.;'iT:i:~:lr~:..s:~l Nr\MME... -10(.C,~,~„~( ADDRESS: ~~_- ~~~~~A ~,~.,.RFDr.....~6a%..~.____ aLaa.sizE_,~_.._.__..._~_... _._,_...~..HETWC•EN:..~,s..,~ '~~,.. ~ USs . r Rt~~ ~~ ArT. t ~ coraM, t ~ Pus/Lrc t 1 INDUS. ! y : aEw ~ OLD 1 a ' 1 TRAILEN i 1 TEMP. t./i SIGNS i ) .,....__._.__...__...rSQ. FT ..,,.......,.,._ __...... _ _ ....._„ rCE: F`'cW (~ INCREASE 1 1 REPAIR ( l FEE _- GGNL'':CTORSRE w. AMP5 COPPER 4L M.{~ _,,._ , SWITCH Op ~~~K_ER ~ !CEO AMPS ` PH a~OVQ~,T _._._---~?A~rl~+"~t'!.~ _.._~ .__.._ . __...,_... -- BXIST.SL. SIZ1: AMPS PH Wi VOLT _, RACEi~'r+ti '_ ..._,.__._._..._. ...- _..._._.._ _..y_...._,._ __._. .. ~ - FEEDERS N0. SIZE NO. _ S1ZE NO. _~_ SIZE __,_ __. - -- L10>iTiMC!("'~LETS ~~TM-~ CONCEALED OF'E~! rOTAL ~~ ~~._..._.._..... I _ pp TOTRI Rfl: ~~ "A.;:~.ES CONCEALED OPE':U _._.~.„L._._...._..- ....._.._.. _. _.. .. ..___..........._...,....._..~ ..L__..r ... __.... - -- "~"` o.so AM7s, ,sr~1CQ AMPG. gWITr,:t•iEA ~~ A°PL1Atvtr 8 T3El L TRAr'aSF, l I _ _ _._...L._..___~.~....... _._._..~._....__..._.._ AIR ~~ .__. ..l.l,r~. RATiNO~ ~S.F'. RATING ~ ___._~ ~ C0'ynITIONIAIC, GOrdP.MOTOR _GTt+t:RMOTORS A4~SPS {Csll,;,:.t~T: Ki"I•HEAT ~ .. _ _...._.~..._ . _._ I O.t ~ OVEP. ~~ . _~_.... _.._. OTORS ti.P. VOLTAQE PHS 1 1 H.P. VOLTA.OE PHS ~~.._.....~. ~_..,~......_.. _.__...__..__.r.____. MISC t.LA_NEOUS i _...._~___._._.~ _._.. .~r. ~____--.--._.. L __.~.._.,. _ TF,ANSf ~RMERS: UNDER 600 V. OVER 600 V, _ _ ..~_ NO. _I KVA _ N0. _ KVA ~-M` O. NEON TRANSF, N0. ~ ~'%- ~MA,~ MOTOR SIZE SWITCH FLASHEf{ ACH SIt3Dt ~ i'""'~ w ___~_... .._.. ~ ~ .._.. '.ROEO L _._ t_, y Tr. FEES ~....~~ .._~ ~.. i asR:asaa , 784 ~ ' DEPARTMENT OF BUiL.E)ING " CITY OF ATLANTIC BEACH ~s --- - PERMIT INF©RMATION ------ _-~---_- LOCATIQN INFORMATION ---------- f~~r~i~t N~:rnh?r' 742 Ac2dr~ss: 22~~ ALICIA LANE Per~;~~.+~ Type; pLUMBINC ATLANTIC BEACH. FL!~RIDA 3223 Cass o~ Ws~tit' NE6rt .~_________ LEOAL DESCRIPTI~JN --------°- Cons~r: T;~I~~: WOCL1 FRAME Litz k~]c~ck: Sertian: Fxq pppsmd ~3s~: :~INfiLE FAMIL`~ Township; RNG: (J L'w+~1 l ~ Y1~7~ ; 1 rodR : ~ S~ardivisir~r, : TIFFANY FY THE SEA T~~t~l P~e~ ~ ~?1 .t~~3 ` ~ ~ 1~ r~ N ~________.. Q~i1QER T~IF~lATI4N ---~-,.-_!_ ,.. ' ---- APPLICATION FEES ---__- l`~i~•: '~,3:~EY ' PERI~lIT ~7i.0D ~~clt e~d ~ : ~~ ~ ALI CIA I~hNE DATER` IMPAC'T~~ FFSE ., $~ . Q'~ .Fi'1~LA~~r,_" 81~RCH: FLORIDA,. ~~23 ~ SEI~~.SM~'~Cfi FEE ;~~Ot1 ' _ )r~'hi~ :; ~~~ .., ~ r ~ ~ ~'~AT~R `M~'I'1~~~TAF~ . ~ ~~ ~~? . ~0 . : RADvN s9AS•°~i.R.S« a~~,,n~, ,7 ,, . ,, _ _ _ _ _ _ _ C'I'RAG'~OR `'~~FORMAT IflN _ _ _ _ , _ RAD~+N ~~ AH 5 ~ ~t~ . ~ 0 Idam~: ,".W.I^~t3Ul~ ' CAPITAL IMPRczVE. Sc?.O~ Adr~~~~"Y e 132 R4MNEY cTREET . SEWER TAP $D . i?~ .7ACk~S~NU? I;LE r £I.. '3'~ 211 HYBRAUL I ~~ SHARE ~~.. 40 Ld c~~t5a'; ~'`"'~2 ~7 ~ 9 Typr~ : G !`ROSS CONNECTION $~ : D~ .,... .. f ;. ~ -;-_.4 ,, _ , _ j c ONST . SC~RL:.HARGF ~ . i1~ , NOTES: NOTICE - ALl CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE ,~ UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAIL,URE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT ey: ~! ; Ql~ra~te-~s CFtIrS1AL I?al:~: ~?~~/`~ QO R~ipt: !)028 Tc~$aI FF~y~+~r$ ?7t,i~! BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACN ATLANTIC ~~ACN, FLOIIIDA Jitii APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER IMPORTANT -- Npp{icant to complete eil items in sections I, II, III, and IV, I, LOCATION G ~' ~ S-ree- I/lddn><-: ~~y~~ OF n (nl.rn'tiny S-reeh: >N-ween_y ~/2~U~`tl~~ ~// And , ~1/ IUILDING ~ ' I ~~ r F Sub•di ieien / - --- II. IDENTIFICATION - To be completed by aU applicents . In considsrstion of permit given For doing the work as described in -hs ebcve ststement we hereby egroe to ce•ForT said were ~- e::;roe•ce with the a+tecl~ed plans end speuficetions which ero s pert hereof end in eccordence with thn City of Jec+;;•,I'e ,njinenCe: e•: :b•4e•tls of good practice listed therein. Nerve of Mechenieel Conhaefore Con-rac-or I print) L' ~ Mae/e- Nerve o/ -roper-y Owner Siynetun of Owner - Siyne-uea of or Authorised Agent Arehilec- or Enyi~ee- lit. r~IERI-L INFORMATION A Typ° of kwl.hny ftrol. B, IS OTNtII CONSiT11uCT10N 0[ING t10N ON ^ E~ckic tNli N!I{.OINa 011 i1TE 1 O G.s - ^ U ^ N.hlnl Q C«Ilnt l1KRw i !~ YES. a1V[ NIIM1E11 OF CON3TtINt:T10N ^ Oil PERMIT /~ IV. A//CNANK:AI pN1~MMlT TO H INfTALL/If NATUIIE OF WORK i;ltevido can~l.h list of eernpMeh on -.ek eI this fa~:-~ Rdsidential or C . Commercial l X ^ H°at ^ SMctl ^ R°c°ssori O C«IMsI O Aeetr , . / L'3" Ntaw 8ulldlnq ^ Air Cetdr-ioein~: ~• Q Ro°ne ^ Gn-a) ^ Exletlnp Bulldtnp Q CYC/ SysNrn: M.hi-eL ~xoy~„~„",~ AePlacem~nt of sxlstlnp system ^ , ,/ Meairrtelres u-eci-y ~/,~ ~J New Instdlallon (No iystsrn pnvlously Instsuedl ^ ExtMelon or add•on to °xlstlnp •yitem ^ R.friyartion O OtMr - SpeClfy ^ Cooling -owM: Gpoci-y Ede ^ tilt torinkbrs: Non-wr of Ao.~ ^ Nw.ter ^ M.ntif- ^ Esulehr Itetll---i-l ttMllt tiiACE FOR OFFICE Yfi ONtY ^ 6esetlte° pr~l;r (eYrsewr) (Ro«I.d) ^ T.nk~ (nlelnbor) R.n+.e1s ^ Lf~ C°II-.ill°fL InYR1bNl ^ Uefirrad prwwro wesN r.rrllif App~ewd `y Dom ^ ~~ ^ O-AK - Sp°dltr ~ ~/~/~ ~i ~ ~~' (remit ~ LIST ALL EQUIPMENT AIR CONDITIOMNG AND REFRIGERATION BQUITLlENT cy w~e~.'„s Nua-D~rUdL DtrcNptlas >t[eN1NumMs I[uaKaaWsvs ( ) - L DEPARTMENT OF BUILDINt3 CITY OF ATLANTIC BEACH -----~ PERMIT INFORMATION ------ Permit Nu~riber s 6102 P e~ rmi t ,_~'yp e ' ` MECHANICAL ~l ass of Work : NEW '` Constr. Type: CONCRETE Proposed Use: SINGLE FAMILY Towel l ings : ~. Code : 0 Estimated Value:a0.00 Improv. Cast: 54.00 Tatai Fees: 525.00 Amount k~~c~:.'' '; 525.OQ __ _. ~ .. ~„~_.~ • « r• .nnnn am ~ _ _ _ - - ~Pi~iE'R .IiRMAT I ON - - -- ~ - -- Na~~ ~~-~~'~ TOI~~EY~~ ~' r ,~ ',. P-ddres~ : ~~~,~ ALICiR LANE ~TLRNRIC BE~:CH~ FLORIDA ;3223 phi , ~~t}~~)363-~4x'~ `' -- R~OR ~FORMATIfJN - Nams : C~~RTI-~~DRE I~iDUSTRI~~,~ ,iNC . Address": 89T.'7 4VET~RN WAY SUITE 120 JACRSC?D1~ILLE, FL 32255 Lic'en.s~; :~'~?--59/IA5~128 Type: 3 NOTES: -------- L4CATIC?N INFORMATION Address: 2223 ALICIA LANE 8102 ATLANTIC BEACH, FLORIDA 32233 _--------- LEC3AL DESCRIPTION ---------- Lot: Block: Section: Township; RNG: 0 Subdivision:. TIFFANY BY THE SEA --- APPLICATION FEES ----- PERMIT $25.00 WAT~~i. ,;IMPACT ...FEE r $0 .00 ~~PACT . FED ~ ~;E~iR ~ ~4 . X30 y ~W'AT~R `3~iL~'~~.=~-'TAP ~ ~a~ . t7~ RADON GAS-H.R.S. $0.00 RADON CAB 5~ $0.00 CAPITAL IMPRQVE. 50.00 SEWER TAP $0.00 HYDRAULIC SHARE $4.00 CROSS CONNECTION SO.QO SEC.H IMPACT FEE $0.013 CONSfi SU~tCHARGE Q . f#4 'NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE ' BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN P.LIC SPACE, ANO Mt>SZBE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ~,- ~, -_ -- _ "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN ~ THE PROPERTY OWNER PAYING TWICE FOR BUILDING INlP 1$SUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF TH15 PERMIT AND SU ~,< f `1GIOLA'CION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT 8perator: Date: 3/2~ ~' Total Pays r i ..~ • ist , r•• ,~ t `1,.t~~,M . t. i , .• •• . ,•f ~ /fJr /V . ~ f7.~A ,t, ; _ •S ir'. "~ ! / ~' 7. ri .. , ,Its~~~~; .• ~'~ L'~CLNJJa ~~. r ~ . tz t'r Fi,' t ~ .~•~f~f•~ G ~•.rrw ;. t r~?~1"~;yv. Q.i' ~~ r~~++,~+ i~ ice' , .. ° ~ . • ~~`!1ti ~;t ~' ;; ~~R~' ~U~LDING C© ~~"~ t r ~~ •~y5~' tt~':i t ~c t°ti,' i:. LNG . ` ~ ° • 41ERS ,. ~,a~',;k,~ r t, ~+} ; ~. A~~,L]7 5110 ~~t j- it ~ ~H. s~~'~tt..1 ~~• , '~ t ~ . 1 } , { `a h~~~l? 11 .i t\t •si,... t i,' i hrf~l;. ~ t ;, . t ,,} `try. 5.111ahS s;r~~:..t ," . ~~~,_. , .:,~~ SINKS . , ,, , ',,~ ` I}I , t t,;,. : .. ~. t i ~ h Ng+ tiff's `~'' ~ f~ ~ ; ~'i t. ~ :, 1 tr 1 t}t~ S • •, • is ~ . ""....-.-~~' . ~' I»i ~ ;. \~ ~~~ ~'il r,,,,.,......~' •`. titti,r, LOU, }. , , •, 't~i`i1 • • t;is t Y :;ti~ :j'f•'~t:.( s•, ., ~ •'~ • ry = • • 4 f, Cj,,r01.W •~ ^' "~~ J~+~ +1+1 yj`~~ ~~i':''.,: , ~• .. ~ ' •~ + $ r1US~ . ,' N CCU •'a~ ''+~ ':.-,. t ~ ' . 0~, pLUMI3Z~~G v ~ 5~~.1yvh1U]!, L •,t ',,r't • 'it'+:~1i,•'•'r• • , 'f Z.O~ ~ ~ C~ou~~,ll~:+ . t t t S,. „ :~• • ; ~!'~ _~; NS T~LL~' ZON Ol 'i;11L' ~ `L ~ ~.,.. t 3. • ~ ,t, JCL' .. •.. .. ._ . . , •r •1`ti~1S• ''tir , • jt.~ ;•, . ~ ~ • y t .. : ~+•, 1 : ~j ~: + at ~ • • t• , ' - - ,~, QS~sa+ . - DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH f. ~~~_ pERMTT TNi?C~RMATI©N, - -_.__ "~''~rmit. Ty~c : PI.,UP~1~5SNr» T.~€~~ i 1 ~ Fic~~ . l _ :.rdF~ . n ~ TC-tc'3~ ~"f.~r~ ~.~r~13 F ri~ ~ ~7je [ Am,~van~ ~~~~: - `;'~= ~, 8899 -----° - I;~`CATICIV TNP'C''PMATTON °_______ _ A';' LA N T ~ C B EA ~'3-I . F L, ~?F T T! F, n 2 ? ;:` ~_.~_...__~~_ L>~GAL DESCRTP°TTi~N ____._....__.-- ~ui;,~~~.5f2~i~.?ri" '?`IF'°i:'ANv ~!'~ THE ~~ S~.}F'TE~iER ;, ~,~,_.,._-_-~ bFi:NER ~Pi~~}MATI~N -- ----- ~~ ~ C~TP 'i'~fT3~~'Y``" ~.- :?~22:? A~,~C~[A LAME: «% , ~ Ti~~:O`I'~'1'~ ',~NF4RM3~T ~.UN - -- -- _ _ ,i~d~:- .,.~~~~0 F~~LL.TP~ ~iWY ~~: ~ ~.~ , ' ; - NQTE~:. ~~'L a- --- ~ Ai?PLIGATTQN FEES ___ __ L'EFtMTT x$ .~. .50 ~TA,TEP It~.P~1~T FEE . . ~3~ WATER M~~'.EP?TAP ~ ~JO` ; RAF~~~N CF~.E 5~, ~!~ . ~"~ IMPR~w'l~E . L ,.S`AE' II ~`A , ~~ _ `''~ e r r ~ ~. NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING '~`. w,, PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE .,r" CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS.'' '` #~SUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT. TO REVOCATION FOR `~ bipLAT1pN OF APPLICABLE PROVISIONS OF LAW. _ATLANTIC BEACH BUILDING,IaERART ENT ' =' - ~~ v IC~~ 131~~~ ;. -. .. ~~: ~1 ~,_ 1 . B~l:' ~r °; " . ~, :.~ I ~, DEPARTMENT OF BUILOiNt3 - ~ CITY OF ATLANTIC BEACH .a+``" -~----- .PERMIT INFORMATION ---- - --__~,_.,_ LOCATION ITiFORMATION _________ I'~+~~Tt`r~~ Nir~t~~~er; X339 Address; 22G.~, ALIC~IA LA~3E F~ezr~i~ Typ~p' ~fiECHANIC`AL ATLANTIC BEACH, FLCFIT~A _-t"'~°. i "t~s~ cif t~:ark: I`dF.W ...----_____ LEt3AL DESCRIFTION __________ f C~~st r . Ty>~e : ~?OOD FRAME Lc=t : Ei ~ ork ~ Sent i. o~ ~ ~ro~a~~sed Elwe: ~INOLE FAMILY T~uar~ship: RNO. n ~~~~~.lin~~: ~ ~"ode; 4~ S~a~?~~ivisi~n; TrFFA~tY BY THE qEA ~ ~ ~ .. w ~'~t_ii71~f~~.~ ~i~S~a~E'; ~Q,~JO . Impr~v ~ Cast ; ~~, ~,.' ~A>~"~o~..t~at ~~~ ~~ . ~ ~~t3 . Q Pa~~~ `aid; ' ~5/'1~3/~+~ I WTI:}: DE~'.~C ~~-: 'ii~~1'A~.-~h;~~~~"~ L~`(~HTFR IN )" ITtEPLACF s ~ _..~. ~~ € '~~I''ORMATIOPd - --- - y ___ APFLICATIOPi FEES _____ >- ~'l::.A~ 'X`t~USE~` ~i~~t~^ PERMIT inn nr~ 1' ALI'~~?`a~ k,ANE ~ ~c$dI ~~ ~ ~~2 ~ 3 WATEFc IMP~iCT FEE 54 ~ nr~ , _. l~~~ANT'[~~ T~EACI3 FL~~RIL~x ~?2- ~ SE~1~R IMPAC.'~ FEE ~Q . Q~ ~ ~rr~~ : ~~~~~~ } ~ ~~-~~~~~.~ ~ ~ .~AT~~ M~'~,~TAF ~~-. Qty ` , ~ ~ n RA3~~~T' ~A~~~i'. R : S . ~r'L. Q ~ - - Ct~TRACT~~ I NP'ORMAT ION - - - - - - RADON CAF 5$ r~, < }Q ~ N ~ ~r> '~B ILA OAS.;, CC3MPANY,. ~~ AI' I TAL IMPRt~V E . S~! , ~? Acldz~~as ; 413O;Lf~I1rERSITY BI,~T3a,. ~'CIL~RT SEWER TFifi ~^ - Q~' . _ _. ,. ,3 ~~.'~:<St~L~t~' I uI:F ; f~'ta ~ ~ I ~ HYL~RAUL I C SHARE fin . OQ ~ir. ~ns~ a Tg~p~ : +~! ~ "ROSS COidNECTIUN $~ ~ ~JQ . SEC . H IMPACT FEE ~'~ Q(7 y ._ .. "C~NST SLTRCHARCE ~~` !r ~ ~'~` NOTES; y, f ~ NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE tNSPECTED BEFORE POURING E ,. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE SUII,DING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE- PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC EACH BUILDING DEPARTMENT ~"~~'~''~' ~~"~'~~~~} ~tS ~'~'` iii ~;-' By: BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER IMPORTANT -Applicant to complete all items in sections I, II, III, and IV. I~ Si t Add ~ Z Z 3 ~ ~ 4 ~ f~l ' ~ LOCATION ne ress:_ f 1 1 OF ~^ Intersecting Streets: Between SE7v~ I u Q L G, ,,//~~ / ~ ~ I /~-T). And ~c--'~'7~' BUILDING ~'1 ~~4'+l~~ c,! '-1~- Sub-division r .5~-- II. IDENTIFICATION - To be completed by all applicants . fn 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 Jacksonville ordinances end standards of good..prectice listed therein. Name of Mechanical Conhactor (Print) '^n P r `~ ~ (• ~S ~ . Contrsctors Master Hama of -roperty Owne- a, C ~ ~ ~ Signature of Owner Signetun of or Authorised Agent Architect or Engineer 111. GENERAL INFORMATION A' Type of (Hating fuel: 8• 15 OTHER CONSTRUCTION BEING DONE ON ^ uric TH15 BUILDING OR SITE4_ ` ~ ~j ^ Gat - ^ lP ^ Nstural ^ Gntrd Utility Q OII IF YES, GIVE NUJ~e~ ~ CONSTRUCTION PERMIT ~~ Q Other -Specify IV. MECN/1NICAL EQUIPMENT TO EE INSTALLED NATUpE OF WORK (Provide complete list of components on back of this form) Residential or ^ Commercial ^• fleet ^ Space ^ Reoessed O Central O How ~ New Building Q /fir Condltioninq: ^ Room ^ Centnl ^ Existing Building Q OuN System: Material Thick ^ Replacement of existing system New Installation (No system previously installed) - Maximum opacity c.f.m. ^ Refrigeration ^ Extension or add•on to existing system Cooling tower: Capacity q.p.m. ^ Other -Specify ^ F'iru sprinkler: Number of head-- Q ElwaMr ^ Manlift ^ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ^' Gasoline pum; ~ (number( (+) ~]. Tanks (number) Remarks . ~~ eontaineM r (number) ^ Uaflred pressure Wf>tel Q Ioilon )~ r Ij~OMer -Specify L, o g ~ t 4 s'1'r`C-s~1- ) IJ 1 ~Li1C~ Parmil• Approved by Des. Permit few LIST ALL EQUIPMENT AIA CONDITIONING AND REFRIGERATION EQUIPMENT ~ Number Unite Deacslption Yodel Number Csp~,t L[anufaaturer (ma)y ~~- ~I, ~` '~i.> rJ- y ti (` ~ ~n! ~ -,.: j ,/I CITY OF ATLANTIC BEACH 8DD SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247-5826 ~ FAX NC.:(904)247-5FS45 BUILDING-DEPT@COAB.US '„r;;;~;., _ Ji,J ~/ MECHANICAL PERMIT APPLICATION oS~__~_-_ __.__ DUVALCOUNTY 1. JOB ADDRESS: ~ "' `;, 2~-IS THIS A'StYB'PERNIIT: ,' 3. DATE: -' _ ~ aa. 5 ,~-l~ ~r~- ~ n ~e.. I:~lantic Beach, FL 2?33 ~Ico ^YES PERMIT#: ~.3- ~a .0~1 PROPERTYI';OWNERi _ 4. NAME: Gh,' Tocr 5. ADDRESS IF DIFFERENT FROM J06 ADDRESS: ~ 6. PHONE: a~g-Q7a ~ M - GHANIC¢L CO TRACTDR: "-_ a 'NAME OF COMP Y: ~~ ~~~~ ~~T 6. A ~RES~~ ~~~~~~ ~~~ 5. ST DF LORIDAyICEN$= ~ ~ /v) /M/~ 10. CELL PHONE: 1'I. FA~~~~~~ 12. EIdAILADDRE55 13. OFFICE PHON /~ ~v 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if wort: is not commenced within six (6j months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. CONTRACTORS SIG 15:CLASS OF WORK: 1 fi. BUIL'DIN. Gi _ _.:_ _ I E: - 1 ._.. - '18 CU_: ,_ _- .__ at ^ NEW INSTALLATION 'I~REPLACEMENT OF EXISTING SYSTEM ^ ALTERATION /ADDITION TO EX15T SYSTEM ^ REPAIP. ^- N//EW CYEXIS NG ' ^ COMMER IAL 6 FLORIDA BUILDING CODE- MECHANICAL ^ OTHEP, tJIECHANICAL EQUIPfJIENT TO`.BE IN STALLED: 19. HEAT: ^ SPACE ^ RECESSED CENTRAL ^ FLOOR BURNERS: 20. AIR CONDITIONING: ^ ROOM Q~CENTRAL 21. DUCT SYSTEM: MATERIAL: THICKNESS: MAX CAPACITY: cfm 22. REFRIGERATION: MAX CAPACITY: cfm 23. COOLING TOWER: CAPACITY: gpm 24. FIRE SPRINKLER: NUMBER OF HEADS: 25. LIST SYSTEM: ELEVATOR: MANLIFT: ESCALATOR: AUTOLIFT: 26. COMMERCIAL HOOD NUMBER: 27. FIREPLACE: PREFABRICATED: MASONRY: 28. IRRIGATION: ^ PUMP ^ WELL ^ PIPING 29. GAS PIPING: # OF OUTLETS: ^ GAS AHU: ^ GAS WATER HEATER: 30. OTHER -SPECIFY: SOLAR HEATING, BOILERS, UNFIRED PRESSURE VESSEL, HEAT EXCHANGER OR colt IN DUCTS ETC. ~ ~ D VALUE FOR OTHER ITEMS: ~ ,~~..-`. 3'I: COOLING '' AIR CONf3~~~lONING REFRIGERATlO , WUIPryIENT: ' ' QUIRMENT COt,DE~1SORS' ETC.' _" .w_ ~ _ .: NUMBER OF UNITS DESCRIPTION MODEL# MANUFACTURER TONS APPROVING AGENCY t~ N S3 b C'r~~~Erz 3 LPL f. 32.` HEATING ___ FURNACES :BOILERS FIREP F~~3UIP.(JfENT: LACES-AIR.HANDCERSET,C. ,,', ;'~ U OF UNITS DESCRIPTION MODEL # MANUFACTURER BTU A FR_ VINu AGENCY ~ ~ ~ C~~~ Eii o~w uL r ..... NUMBER GALLONS YPE LI UiD CONTAINED MANUFACTURER SERIAL# ArNR vIN AGENCY COAB FORM BLDG04: REVISEp: 9/13/2007 ~y 4 ~ CITE OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 .;~ -;, ;..r 1~~, f ' ta'~Jr'~`#l Application Number 06-00033424 Date 6/30/06 Property Address 2225 ALICIA LN Tenant nbr, name INSTALL CU Application description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ CHIP/PHYLLIS TOUSEY OCEAN STATE HEAT & AIR 1767 PARK TERRACE WEST 1476 ATLANTIC BLVD. ATLANTIC BEACH' FL 32233 NEPTUNE BEACH FL 32266 (904) 249-8251 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . Permit Fee 59.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 59.00 59.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 59.00 59.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATi.ANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~_, 7- 3 ~ o gate: Property Address: p~~-c~' ~ ~!~-'LC~~~ ~~z~~- r~ ~-~ ~ Telephone #: ~~~ ` ~ 7~ / C~wner_ Contractor: l `-~ C Telephone m: [j~Q-[[yy~! Contracto r Address: ~`t~ ~p ~T~Ii~ C~ C~ls~~~~.-- FaY rt: ~QQ- ~i`L~ i.n ~ousideraQOa ~~t permit ~nveu `or 1oin~ the ~xork as described in the aoove statemenE_ sve nereoy ~i~ee ~o perrorm ;aid wort: in accordance 'i with the attached plans and spec;fications xEtich are a part 'Hereof and in accordance •>vith the C itr of.=ttlantic 3each ordinances and standards of good practice fisted Therein. Type of Heating P+uei: ~ If other conslTUCtion is being done on this building or site, fist the building permiC number: ~EIectric ~„- Gas: LP Natural ~atral TJtility ~ Oil Ocher - Specifv _ VLIICH~NIC~L EQUIP~'.YI~'(T TO BE Il'`1ST~LLED ~ !Y~TURE OF ~~`QRIi Heat _ Space _ Recessed '/~ntral _ Floor ~~ ~ Residenciai ~~ir Conditioning: _Room `~entral Duct System: tilaterial Thic.~ness i ~ Commercial trlaximum capacit?~ cfrn ~ ~ ^ '`ae.v Building Rafrigeranon ~~ COOl1Ilg ~'OWer: C3DaCi~f =pm it n r.,; I .~ .C.L:StIIl? Buli:ung Fire Sprinltile~ s: ~tiumber of Heads ~rL.•tnli$ Escalator Eievatar: E~iumber i ~ Reniacement of E:asti:._ Svsrem ! ~~ _ _ Gasoline Pumas (~iumbe ~~ ~ Tanks ~ [i~Tumberj ~ ?vesv Installation i LPG Containers ('Nutnberl (~`io system pre~riously installed) '~ ' Unfired Pressure Vessel p E:ctension or _~dd-on to E:dsting System ~ ~ Boilers I ~ Gas Piping __ . ~ _ Qtfier = Soeci~ i _ ~ I ~ Qther -Specify ~ LIST :ALL EOUIP~V[l;;`{T __ ~'i ~iR COND[TIOI`~IPiG.R~I+`RIGI!JRdTIOI`l GQ~JIP!Y[I'i,`iT & CONDEN50R'S .~pprovmg ?~[umoer Units De..fi ption Vlodei-` .~r{anuiacturer Ton's t'~genc.r F1II;~~Z'li~lG-6'URt`[1~C~,S. fi0[L~TtS. ['IIiLPG.~f=~S ~~c aIIt LI~YpLLR'S j `(umber Units Cescription ~:~r[odel ~ 2r[anutacturer ~: L-qtr ~; s. e ,,_ ::: ?dominai c:c, pe .upatd n,~,' _URC71ned ~`i[,l nniaCRlCer ~~.ppro~nng 3T'J'> \genc,r i i ~arial ~.porov~ng 5110 Serni_nole Ruud ~ .~tlunric Besctz, Florida .;w_S~S-S~~l~ Phone: i90=ij ~-t~-5801) Fax: (90d1 ~-1"-53a~ . hiip:,'hv~,rv.ci_atlantic-besch.fl.us ~ITY NkiL ATL BCN TEL No.2A7122A Jan 20.9A 17 00 Ho ,012 P.41 i `~ ~ L ~ U ` ;, CITY OF ATLANTIC BEACH, FLORIDA ~v-Iww r """~ A1--61CAT{ON !OR It/~CTRICAI. P~RMiT TO7HECHIRPlELEOTRIOAL INBPHCTORt DATEt,...,.....51 `~'..._.19..1~3 / IMPORTANT NOTICEt NAMl...~~ ~ ; ' ,10 Gc 5 L C.~, ADDRIt$t...~~1~: ~~~~ ~ 'V b-~ -RPD.._.....60X tr . et,Dfl.;IxE slTwEeNt -c-.s"~.~~s.~~.S3 ~1 ~ .S~~S s RRi, i~ APT. (1 COMM, () PU8/L10 t 1 INDtJtI, i 1 N!W tvJ OLD (1 RIIW. t 1 ADDITION t 1 TRAILiR t l TEMP, lr1 tilAN$ l ) 8Q. PY. ilRVIClt NEW t~ INCREA86 i ! REPAIR t ! ~------ wwuwurMrws w.us Ruse , ~1~.w MssrO f 1 AI IIfJI h/f Oo ~ 4 OLT ..._ ...,.,__-~____. PiEOt N0. 81iE N0. Sli! 1i1t6 ~ , R t ;~ o a T ~. ~WJTCHf~~ eNT esa NT 4 M, v. Plxtca A1!P4IANORY 11lLL TRAN$P, AIR H.P. RATINfl ONDITIONING OOM-. MOTOR H.P. RAT1N0 OTHlR MOTORS AMPIi 0 (. HEATI KWHEAT TO H.P. VOLTA08 PH8 N ' 1 N~P• 0 T 0 PH8 u oo v, NO VA 0. N SaN~ RAMiP. N0. VA. MA, N MOTOR it ! VA fWITOH PLABHE . . . _ ,, PO(IWARDED .." $ TOTAL PHlii _ ~ loD• 0~`- _, ~~G~ ADDRESS BUiLDING.PERMIT NUMBER / /~(o INSPECTIONS: FOOTING_ / T ~ 7~ ~7 / ~ UNDER SLAB PLUMBING 2--" ~'' ~ T ~/~ fe / , /- ~ 7-S'~ SLAB ~ ~ `~` '" ~,7` °~'r3 ~~~ FRAMING COVER-UP ~" ~ ~ '~~ INSULATION__y'r'~ / 7' FINAL BUILDING ~ ~~ °- CERTIFICATE OF OCCUPANCY U r~ ELECTRICAL PERMIT # O r ~3 ~/~ ~~~'(~ / - ZS-~y INSPECTIONS ROUGH_ ~ ~ j 3~" ! J FINAL ~_r ` ` (~~ q / .TG~ S T MECHANICAL PERMIT # /S _~ ~ / ~.=~}- S ~~~ 5' '! 7 ~' PLUMBING PERMIT # ~ d L~ 2-- NOTES: TRANSMITTAL DOCUMENT FOR JEA DATE: __~ ~ ~ l ~ The following permits have passed "rough" inspection: Permit No. ,~~~ ~l_~ Address ~~~ c~~ .. CFCs, ~~~:~. E~a~o~es~c~sexx~x~~c~c~~~x~fxxfa~ex Please update your rec rds accordingly. Th~nk r ~ ~ L ~C- ~ ~ BUILDING CLERK ~ CITY OF ATLANTIC BEACH /vcb (~ertific~te of (~ccupttnc~ C~it~ of .~ti~nttr +~ie~rii - ~lvri~tt ~e~p~c~tmrnt of ~utidtn~ ~~t,~~e~tun This Certificate issued pursuant to the requirements of Section T 03.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification `3iYig1~' ~~T'~-`~`~' ~~f'='-~t'xi~~ Bldg. Permit No. "~~~*r Group W.1~rx~~' Type Construction 5~ Fire District !~~~ilx~t:IC ?~26t~v•~°; Owner of $uitdi g p~"i j~ x.115 '~'OtA!~ ~v Address ' ~ _} ~ ~~ ? i;.: ~ d~ r ~1~ i Buildi Address "~:~ ~~~~'~-a ha~~~ Locality ~t ~.at~tz.°°. Fe~r.~~s k~. :~W`233 l '~ ~' By: '~t~~~ ~,. Ff3Ft73 ,Building Official ; `~- Date: 41 ~ ""~ ~N ~ ~ POST IN A CONSPICUOUS PLACE S (~~e~~tft~~~~e .brf (~~ccu~~~t.c~ (~it~ of ,~tlttntir ~ettrl~ - ~R1nriD~tt ~E~ttr~ntErit ,af +~uil~i~t~ J~t~~er~to~t This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the .various ordinances regulating building construction or use For the following. Use Classification Single Family Residence Bldg. Permit No. 774b Group W'. ~raIIle Type Construction s ~ Fire District Atlantic Beaoh Owner ofgu~di g Phyllis Tousey Address 2225 Alicia Lane Buildi ,Address 2225 ~i1 cia Lane Locality Atlaitti~: Beach. FT., 32233 '~ ~ By; nON C . FORD e, ~. ~'" _ of Building Official ~ Date: POST IN A CONSPICUOUS PLACE CITY OF ~ITLRNTI C B~CH I-PPLIC!'-TION POR PLUMBING PICRMIT JOS LOCR'~ I ON • ~-Z~-S ~~ / ~ G~~ ~ ~ • r~..r ~rlliil+~-IYY~+~~~ir~-~Ir~rlllll^ ~ OWIiER OF .PROPERTY BUILDING CbHTRXCTO PLU~tBIXG COt/TR~-CTO 11ND ~lDDR88$ TELEPIi0N8 NUKBER: 8T~1Ta ~+ICBN$E NO: 'TYPE OF SUILOINd: TYPE OF WORK: ~- or vc S /~ C>J~_ itON M]1ItY OF THE FOLLOWING FIXTURES INBTRLLED $INKB LlIV]i1TORY .,_,,,_,,,,,_,..,,.,~,.,BMTH TvsB t1lt I MILS CLOS$TS ,~ i,,,, ,.,,,. FLOOR DR7~ I N S OTHER ~~ ~.,, TOT1-L lIYTUR$ COUNT: it $3.50 + $15.00 a $~ _ra... -~~% ~. .r ..rr r-..rrr---rrr~ wr r wrrr---rrr.-w..w rrrw w-Lr---~+-rrr-.~ iN8T11LL71TI0lf OF PLUMBING IINb FIXTURIIS 14UST 8E IN P-CCORDJ~-NCE WITH THB ltOBT RECENT gDITION OF T~#E BOUTHERN ST~1ND~1RD PLUKHINC CODE. C]~LL ~1 Dl1X PiIiSl~D TO SCHgDULE INSPECTIOi~B - , (904) 247-5826 RBWER COltNECTXONS MUST B$ CALLED INTO P131~LIC WORKS FOR INSPffiCTION BEFOR81 COVLRINp Up - (904) 247-5834 _. __. _ __ ... 06_ ~9:"94 12 : 49PM PO 1 _ f SHOWERS f 41l1TBR HERTERS DI BHWAg2iER8 _ .~~,,_DI8PO81~L8 „_,~__~ ASNINQ MJ-CHINE $HOiiER Plwt~t8 d° 05-12-1994 T J'Beam'='M Page 1 of 1 TJBEAMA v4.20 sn:214010214 1001 TRUS JOIST MACMILLAN 1126 KINGSLEY AVE., STE. 11 ORANGE PARK, FL 32073 Phone: 904-278-9070 904-278-0640 (fax) ------------------------------------------------------------------------------------------------------------------------ Name: MARK ROSE Project Name: TOUSEY RES. - BRYAN LENDRY Page Title: JOIST UNDER MASTER BEDROOM Based on ALLOWABLE STRESS DESIGN ( ASD } SBCC building code for TJM products available throagh Distribution ------------------------------------------------------------------------------------------------------------------------ Application........ Floor - Res. Deflection Criteria (MR) Member Use ................ Joist Load Classification....... Floor LL Defl TL Defl Member Top Slope(in/ft)... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 Roof Slope{in/ft)......... 0.000 Live Load(psf) ............. 40.0 Floor Decking................. G Dead Load(psf) ............. 10.0 Repetitive Member Use......... Y Partition Load(psf)......... 0.0 Reinforced Overhangs........ N/A TJI BOLE: Dia. Bght Lgth Centerline Comment Location Design V Allow. V Control 1 Circ(in) 3.50 1'- 6.00" Span 1 481 lb 1695 lb 353 Part span loading 2 Rect(in) 10.00 4.00 3'- 0.00° Span 1 367 lb 444 lb 121 Part span loading 16" TJI~R'/35SP JOIST @ 24.0" o/c 12'- 6.00° ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design valves. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. The maximum unbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Capacity is controlled by hole 2 Maximum Design Allowable Control Shear(lb) 625 625 < 1970 315 LT. end Span 1 under Floor loading Moment(ft-lb) 1953 1953 < 8902 456 MID Span 1 under Floor loading Reaction(lb) 625 625 < 1050 168 Bearing 1 under Floor loading Live Defl.(inj 0.064 < 0.417 L/999+ MID Span 1 under Floor loading Total Defl.(in) 0.080 < 0,625 L/999+ MID Span 1 antler Floor loading " Span 1 " Maa. Reaction Total{lb) 625 625 f~' ~w t •!I Live(lb) 500 500 ~~ ~~` ~~ ~' Required Brg. Length(in) 1.75(W) 1.75(W) ,y~i~J~' Maa. Unbraced Length(in) 32 ~ .` 1 ~~ ~~~~ ~~~,~~ ~'k,~T Copyright ~°' 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI~R' is a registered trademark of Trus Joist MacMillan. TJBeamTM is a trademark of Trns Joist MacMillan. 05-12-1994 'I' ~ B e am'=' M Page 1 of 1 TJBEAMA v4.20 sn;214010274 1001 TRUS JOIST MACMILLAN 1726 KINGSLEY AVE., STE. 11 ORANGE PARK, FL 32073 Phone: 904-278-9070 904-278-0640 (fax) ------------------------------------------------------------------------------------------------------------------------ Name: MARK ROSE Project Name: TOUSEY RES. - BRYAN LENDRY Page Title: JOIST OVER MASTER CLOSET Based on ALLOWABLB STRESS DESIGN ( ASD ) SBCC building code for TJM products available through Distribution Application........ Floor - Res. Deflection Criteria (MR) Member Dse ................ Joist Load Classification....... Floor LL Defl TL Defl +Kember Top Slope{in/ft}... 0.000 Load Duration Factor....... 1.00 Span 1 L/360 L/240 @oof Slope(in/ft)......... 0.000 Live Load(psf) ............. 30.0 Flolrt l~eck,l~.,............... G Dead Load(psf) ............. 10.0 Repetit'~! liembet Dse......... Y Partition Load(psf)......... 0.0 Reinforced Ove~gs........ N/A TJI HOLE: Dia. Bght Lgth Centerline Comment Location Design V Allow. V Control 1 Squa(in) 10.00 10.00 7'- 9.00' Span 1 210 lb 393 lb 187$ Minimum Shear 2 Rect(in) 9.00 6.00 11'-10.00° Span 1 449 lb 453 lb 101$ Part span loading 16" TJI~R'/35SP JOIST @ 24.0" o/c " 13'- 0.00' " ------------------------------------------ S I Z E A N A L Y S I S - A S D ----------------------------------------- IMPORTANT! The analysis presented below is output from software developed by Trns Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software aser. This output has not been reviewed by a TJM Associate. The maximum nnbraced length(s) shown are based on the controlling compressive forces on either the top or bottom edges of the member. Lateral bracing needs to be properly attached and positioned to achieve stability. Capacity is controlled by hole 2 Maximum Design Allowable Control Shear(lb} 520 520 < 1970 379$ LT. end Span 1 u nder Floor loading Moment(ft-lb) 1690 1690 < 8902 527$ MID Span 1 under Floor loading Reaction{lb) 520 520 < 1050 202$ Bearing 1 under Floor loading Live Defl.(in) 0.055 < 0.433 L/999+ MID Span 1 under Floor loading Total Defl.(in) 0.073 < 0.650 L/999+ MID Span 1 under Floor loading " Span 1 Maa. Reaction Total(lb) Live(lb) Required Brg. Length(in) Maa. Bnbraced Length(in) 520 520 390 390 1.75(W) 1.15(W) 32 d ~. 1994 "~' ~, ., ,. ... .: 4::if a.i l: •~.„.~ is t~7~ J'y;'?:..+.'1 t-.. U Copyright ~°' 1993 by Trus Joist MacMillan, a limited partnership, Boise, Idaho. TJI~R' is a registered trademark of Trns Joist MacMillan. TJBeamT" is a trademark of Trus Joist MacMillan. C{T'Y OF ATLANTIC BEACI•f MECHANICAL PERMIT 800 SEMINOLE ROAD -ATLANTIC BEACH, FL 32233 -TEL: 247-5826 -FAX: 247-5877 _ PERMIT INFORMATION ON INFORMATION LO C_AT I _ Permit Number. ____ _ _ 20623 ~ ~ _ _ _ _ ----_ ~ Address: 2225 ALICIA LANE Permit Type. MECHANICAL r ATLANTIC BEACH, FLORIDA 32233 Class of Work: ALTERATION Township: 0 Range: 0 Book: Proposed Use: Lot(s): 14 Block: Section: 0 Square Feet: Subdivision: TIFFANY BY THE SEA ~ ~ Est. Value: Improv. Cost: Parcel Number: OWNER INFORMATION Date Issued: 9/13/2000 _ _ _ ___ ~ Name: CHIP TOUSEY Total Fees: 25.00 I Address: 2223 ALICIA LANE ' amount Paid: 25.00 ~~ AT1.A~174C BEACH, FLORIDA 3223 Date Paid: 9/13/2000 ~ Phone:~904}262-0197 Work Desc: RERtACE AIR HANDLER I `__._i__. _ __ _ _ _ _ _ _- - _. NOTICE -INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND Mt1ST 8E CLEARED OF AND HAULED AWAY BY El7HER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT Its T1iE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" fSSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH B ILDING DEPT. I:?S.E~ f4 Date: 9/231@~ 82 Receipt: ~68$~i`~ CHECKS 2 ".~7' [3UILUING GNU ~ONIN~ INSp~~TION crrY OI' /171 /1N T IC UC/1C1 ~` Ar1.J11r11,' ntt/er:11, y1.nn11/1{ fll~tff ~I'I'LI~~"TIGN i-Ult Ivl~:c:hI~NIC~~. ~IVISIaN 1'Lltivlll~ C/1LL111Illlhlbl.ll Iti1P01(rJ1Nr ----- /~1,171icnr-I to corrrhloln nll ilerns In soclions I, II, III, orlcl IV. 1. -- - -- Loc~ttoN s,,..l ~dd,.;t~-- ~~'a5 --~r'.LCt.a__.1~9.~?~___ -- _ -----.___._ _. ~I` ~' Inl•rl•elin9--S~Ir•.1.1 S•Ir.••n~/,~,(-_~Q(~~~~,4•! R~ _,Anrl_ .v1CA P, I~~~. ~u1LUINC3 SuL.,li.hlen l II. IbENTIrICATION -- 1'o Vfl cor„plotod by efl ehplice~nls . ~_` I In cnn,lrJ.r•r;nn of pnrm;/ 9:-•n (rrr rroin.l Ih• +. er{ •r d.,r,ri{+•rl In tl,• el,ov• Ilel•.n•nl ...• 1+•r•{+y e~.e• Iq 1»rlorn. ,nlrr o,nir in ecrnr.lnn •+ -_-~ .;rh rti• •nncti-d r+le~, end ,rueir;c•lion• which •r• • p•rr h•r•n1 end to •ttordent• will. 11+e Clry of Jn..llonoill• nrdln•nt.•1 end rlendnrdl or gntd rv•cl;c• C,1.<r 11.•.•.n 11•r«• wl hlrtl.•nit•I V C•nlre•fe-• y C•ek••ler (/rinll ~ t° ~~ t ~.i.~ Mer'1•r CACO y A 3l d ('r•~•rl~ O•n•- S!'n~1Yr• el w Arl{+•ri.•,I A~•n) - `~ J1re611•el er En01n••- I11. CEtJE~L IN/'OaM/11101'>f -_ ,___"__ ____-,_ 1 ~: ~ ___ [I•clr;c \ -~..` _. CJ Sq -- [_1 ll U N•Ivr•1 CI C•nlrfl 1111111 U o~ [~ OIMr Sr.dly ~ .~~~ w Iv. ~dw11c.A1. pult•>aM~t to ~~ Illlt/11L~0 `_I/re.:J• eenrpl•1• lilt el tempew•nlt ~~ -•e1 el Ihle (ernll IrJ 11••1 L.1 lp•c• IJ Rfc•neJ ~ Cfnlr•I U /lo•• [] /W,CenJrliewGift [] IleeT [J C.elred LJ C?..el Sy•Lrnl 1.1•-.r.•l ~ Swltln• •.~___-_ M••lrn,rM e•p•eUY ------ e.l.ro. v a.lrla•..rb, 1_] Coelup {o•.Kt C•11•dlp y.p,nl. C] f:r• gr.:nLl..t! Nvrnll•f e/ Ir•fJ• (] l1•.•le. Q /.1•nlill (~ Ea•I.ler______ _~~nureb•rl LJ t.~i• (nYmb•rl I.rS1 esal•IMrt r IRYTb•fT T] Url'rria hrvtlvrf vfM•1 • C~ I.:t«f wel• nl.l, l~yvlrt~l~N"r All! CUNI>tiIUNING ANU REt'1lIGEMi{UN EQVItNENI' ?tuntb•r llnlt• t>'aac•IC+1low )xled•1 f1umA•r Et, 1! 0?It[11 CONl111UC-IOH •llNe t70NR ON -lu~ •u11.o1Ne oll !<Ir~ t_ No-- IP YtA/ OIV! NUM~R11 OF Cb11t111VC110N r1r~MlT H.AltunE of WonK h0 1leeldenNel of U ConunerclAl ~Cl 11•w 1lulldlnp Lid E>t{Nlnp Duildlnp • (~ niplfofrmenl of •xlellnp ~y•I.rn C1 Ilfw Infl~fl~llon 1Ne fyflfrn plwtov•ty !Hare?rarl~ l] t:xl•n•ton or edd•on le exl•Ilnp eyelern U UI11At -- BpAClly 1111E l1~c! ("VR U1IIG! UfR tlltlr ~M..MJI ~~~~ h-rnll /lpprsveA tr 0•If. ~. r«~,N r.• ~~ - ' ~VIAP SHOWING SURV~~' OF o T /!~ T/.~FA.c~ s/ ~S~ ~•E Z~.~l AS RECORDED IN PLAT BOOK, PAGES 9`'~¢9¢'`~ OF THE CURRENT PUBLIC RECORDS OF ~'~'0G' COUNTY, FLORIDA. C LA~1 2nd PH YLLI S TO USES( OLO REPVf3L-IG NA7(O(JAIr TITLE ~hJS. Gb. CERTIFIED TO F•"IRST c~r~lo(.1 ~~.-rloti,ta~ aAn~K oa/ r=c_oR(ar4 FISHER ~ TOJSEY, LEES and 6AL..(r ,I~TG a,~r.~ Oc~,~r•v ~ o~, 5z ~,¢ ..~ ~jou.•lp.e,erf C~.v6\ t E,2oS/vc/ ~avT~o4 C~~./~ ti ~i N :~ zOsac YE ~E/~ 2~ Zone Ad pep~h ~ Frx+! /%2 "/R 4F C~~_'_._._6.._ NML/' ,• 'V ~ti. n•~'_ a~'~~~, Z'dr7e Ao ~o~ z) `~~ _zon ~ X ~ .c>'~ 5~ yr ~A~a~ Fi7a~ ~~2 " /r' P. t.5. 3 672 1 ~ °°3~ ~ Y N° ~ 3'a S TpQ~ES yo) ~QE ~~ (z •.~ ' . o ~ ~ 3. 5-ro R y ~ ~ WooC~ 9. SH~~uGC.6 (2 F. ~, •c2,. , ~ ~: nb•22Z3 M O7r, Fat {(4•~~ JJ _~ 3~•3' 9.9' . r ~ ~ r "' N - a uil~~~~~ aid Z~r~ir~ r ~ ~ s '~ LoeST.s~G ~.v~rc~~r~o^~ /Co,clYtvL ~ nvE V ---~COVS~O k/caC~ DF{.K ZN~ ~ 3"~yro2iE5 twtV .... 3V J ~ (10.0 Co NC _ ~~ .; ~ P.[.5. 3672 A • ~~ ~~ ~' c.c.sr LA.cl~' 1 ~~~'Fraa! ~2 "~P ~ ~ Rc.S. 3672 ~t ~~ R3 '~ ~ ~ i.' ~§ ~' i q} 1 4 f 6$!, - ~'f~r1994 kecNEr_~E.r_~: ~uti,~. Z~. ~~~ -(-~ zsF/ow ,~,~bvE,~,F,u*-s. CITY OF ~ r'~tfantic ~eac~ - ~levtida NOTICE TO: Water Department FROM: Building Depafrtment ~' ~ ~ ~ / DATE: S00 SEMINOLE ROAll ATLANTIC BEACH, FLORIDA 32233-5.415 TELEPHONE (904)247--5800 FAX (904) 247-5805 Please be advised that the final building inspection has been completed on each of the following addresses and construction Water is no longer needed: Permit Number `l ~ ~~ Bddress .~ ,~ S eft .GIC_~...,/ Si~Il~ely, ~ ~~-~ Building Department CITY OF rf~!C'actc'e ~~tat~ - ~lonida 800 SEMINOLE ROAD ~ ___ ______ _ _.____ ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) Z47--5800 ~~ FAX (904) 24T--5805 DATE: July 25, 1994 T0: JACK30NVILLE ELECTRIC AUTHORITY UNITED STATES POSTAL SERVICE ATLANTIC BEACH WATER DEPARTMENT PLEASE BE ADVISED THAT THE FOLLOWING ADDRESS HAS BEEN CHANGED: OLD ADDRESS lIEW ADDRESS 2223 Alicia Lane 2225 Alicia Lane PLEASE CHANGE YOUR RECORDS ACCORDINGLY. DCF/ph SINCERELY, G^-~ ~ . DON C. FORD _. BUILDING OFFICIAL cc: City Manager Mr. and Mra. Chip Touaey Safa Mansouri yep-07-99 03:11P We would like to discuss with you the events of the past few days, in that spirit of open communication which you espoused at the meeting with the Tiffany board one month ago. I will list for you what we have experienced and the actions we have taken. You can call us at your convenience to discuss these issues. September 7, l 999 ~ 0' - 1 -~ Richard Thompson Corporation: FAX 247-9242 ~ ~+~~iV~1hn,~-- t~ ~~, . ~ Dear Mr. Thompson, ~~ Z'`"- "~ "~~~~ ~ ~~~. ~,~~~ Z ~~ -5~i-l-~ . 1. We returned from vacation on Sat., Sept. 4 to &nd our chimney once more "dangling in mid- air" with no sand underneath- The wooden props which you put in place in July after the first cave- in were broken off and no longer in contact with the chimney. 2. The gas tank formerly located next to the chimney was disconnected and lying down on the dune. 3 The wooden picket fence which formerly housed the tank was torn apart, with half lying on the dune and half dangling from one of the two hinges attached to the wooden casing of the chimney. 4. The concrete pads underneath these areas were missing. The sand had obviously been lost on our south yard once again and then partially replaced. The makeshift retaining wall had been patched and propped. 5. The bales of pine straw were still sitting on the street side of the Lapinsky lot, as they have been for several weeks, and none had been spread to retard the blowing sand which we discussed one month ago. 6. A crack had appeared in our patio through its entire width. With a rainstorm approaching an Monday, we decided to fill in the sand under the chimney and protect it from erosion with the mulch. We also removed the piece offence so that it would not move in the wind and further damage our chimney casing. We spent several hours doing this work for you, since your crew had not found the time in the 4 days since the cave-in. (We know the date was Tuesday thanks to our neighbors, not Friday, which was the date of your phone and Fax communication to us.) We have contacted a construction attorney regarding the damages to our home. We do not feel that you have demonstrated due concern far the prevention of damage to our property, nor have you fulfilled promises made at the meeting over one month ago. Specifically, those are: submission to us and to the board of a written plan to prevent further damage and to repair existing damages, action to prevent blowing sand and cave-ins from further damaging our property, and communication within reasonable time any day that our property is trespassed or damaged. Sincerely, Phyllis and Chip Tousey 2225 Alicia Lane Atlantic Beach, FL FAX 249-15b9 ma.c ~y.~:as ~ ~ ~ ~g r fi is:r,~ ~t bw~o r..~ ~. ~.... , '~9 ~~1 ~`.~.~ vi ~~l;tYEi:. ~~ti~C~l ~u'CIi;Cliii~? ~f~C~ ~Gr;ltl? SEP-7-1999 TUE 84:03PM ID:24?-5845 PAGE:1 GIT?i OF ATF~.TIC D.~.,1~.GFI PER~4I~' CALCiBLATIOI~ SHEET Address ~ ~-,~ }~ ~ { C ~ l~- ~ D~" /U' Date. l~+' ~~ '`1 ~ Heated Square Footage ~,~~! @ $ CJ,(7~er sq ft = $_~ 5y, 52U Garage/Shed -~s~.@ $~ . ~ Q er sq f t = $_ ~ ~ , ~ ~ O Carport/Porch '~~-_`,~--~ $~' ~~~ er sq ft = $_ 4, O 9 "7 Deck ~~~ @ S~.GC~ per sq ft = $~Q*.~¢ ~ ~ Patio '~- @ $ per sq ft = S TOTAL VALUATION : $ ~ ~~ (; f~ Totfavl Val ation 1st $ ~~' °> a ~ ~"~ Remaining Value S 3 per thousand or portion thereof TOTAL BUILDING FEE $ /U ~ ~. o ~~ + ~./ 2 Filing Fee $ =~ ~O ~ G (j) Fireplaces @ 515.00 5 /S";© BUILDING PERMIT FEE $,.,~5' ~~ ~~ ° -~ ~ WATER IMPACT FEE S__ SEWER IMPAGT FEE $ WATER METER/TAP $~„~,~+.~c.~~o . CAPITAL IMPROVEMENT $ ~ ~ .O ~ SEWER TAP $ (r(o1~) RADON (HRS} .0045 $ "7 33' (/~a~ RADON (CAB) .0005 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES 5 ~ CROSS CONNECTION S~ ~ C) (P6a~ SURCHARGE .0050 $ K; ~ v . OTHER S GRAND TOTAL DOE S d ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: 'R~,.'c:k~'Y Df;~r~ttIC'TI(Jti ~ ~ ., ,t ~,1`TY OF 1 ,.Q '°i'~ ~ `!- ~~J~ ~~ tSIN111•:\tl'~t)t.f•: KI I\1, .vi i__ ` __Block I SKCtic-n ~..__...._.._ ,\'1~LAN1'll' ItFAril. ~-1.l-Ftlt>\ +._>>.clj: iubdivit3lon;__ ll~~~tJ~~~j,~~}~L ~~~'Ia ~^ryr_ Street tia+ne DE~GRIt'TIO}d OF MORK sr ACCret:s• ~ ^r~ ~ ~-r~ ~~'~3+k1~ ~L 3L233 __ _ 1~L_________- If in a FLI7DA~NAZARD OI12NG YNFORIlATZON ores complEtta page 3. lining ~~99 Prapaavd astriccl~G_~ ,,,,Ultret^____ S'_~ ~~~ :.~.:L_ xceptiona or - •risancea Grantvds !tiJ ~ N ~___.,__.,________ OMAAR tNFOR1fATION Brivt tt'' / ,~,~~ _ AdaCriptio»s_~l!~~! ~'_M~ _5..~'= -'_~--- Claus of Mork: fNuv/AaR,odvllAdditionl___~~ _____ Typv nt Eattl-1-ated Value 3~__ ~~a_`~~___-_ ltntvrim2~-s______________----__------ Solid or Fillod -~-~-- [3roundt_~~~~ ___Roas: I iL1.=____ ' N~tbod of Hoatinps Prontrty dvnvr s _ ~_Ni_P t~ FF-~~,,~ti,,,~y_~ ~~'3~?i'.~_.._.«....------ Phons, _ ~~,~ 1 ~ ~'l0` ~_ Mailing «~^I ..... ~tyk_~~G ~~ Addreas_________ ~~ `.:: ~ _1~ ___.._____.._.._ ~"C7.~ r-f`~' t ~.., Zips _ _ ~~~~~ COHTAAC?OA ZNFORMATIpN Co»traiator s ~,,:a`"`[~,.~;lt'~'I~`~,.~y~/ .l: - --~-^ ..=..N~ Pt1o»e : c~ ~ ~? lC`-~S'_'_ Addrepals_ _ .. _.... ..__......_......_.. (~ (,~ ~sspiration Lic•»t•e Nuwber s __.,_~,~~''' ~ !~ 1 C1sty: __ F~= ~l_ `~~'- t NtREOY GCRTSf Y THAT I NAPE REAP ANO CXARlIIED TllXft APPLICATION AND NHOM TNC 3AML Tt~ fE rFUT /4N0 CORRECT. ALL PROYTaiON6 OF TN[ LAMS AND OROINANCE~ GOYERNINO TN25 TYPE Of rua>: -;:: r[ tiJ~ 1 CONPLICD MiTH, kNtTt1ER ~I'tL1ifFIED HCRFiIN OR MOT. TNC ORAHTIN(i OF A PERMIT DQ[C; t1+1t 1'e~'...-s 'r: T~l ~,r. GIVE AUTHORITY t0 VI04ATit OR CANGCL THE PROVISIONS OF ANY FEUk:RA1, :iTATE OR lGfel l:C::. `1 J~. REGULATZON3, ONCIMANCF.S~ OR LAMS xH ANY 1~'IANNER, INtLUDI110 tNl' GOVERilINt7 ciF f.~r/STaur~7R:~ ~::' - ~~' ~~; ;!_t tl:RFORHANCC OF CUNSTRUGtION OF TN,7 PROIECY. I UNUkR::TAND Tlut TNt 25;;UANCE VF tr,iS Yltin l' :, ~`,''~,~y"~ CONTI,IOENT UPON tNE A80Vf~ IM/'ORRATION BEIHO THUG ANO C6NRtiCT AND TNAT TN6 PLAN: ANO :.:rv'c'rr•:N~ n-•!: ;` ~ ~; ~~~' DATA HAVE DEEN OR SHALL 8C pROYIDBD A8 REOUIRlD. .~ ,~ ~ .: r,~ `~, t ~. ~ ,. .f~ f '~4.~-.-. ~.-..~ _._.... ~'Ovner 5lgnoture __f -+- i~` ~~,~,~,~,.~ - i-~\.. Contractor aignature____ _ !)~wt~ ~_ -- M~r~ SHOWING SURVEY hr' ~A 12 T of LOT /4~ T / ,~F,4 ~v i/ ~ Y Tff~ SOLI AS RECORDED IN PLAT BOOK ~ PAGES 94'~ q'4A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERtIFIED t0 CU5TCJ,~-1 f-~pMES by C3~Z~D~cl LEND.¢y CO,a57AL GO.vSTRUGT/O N CO,vT (ZOL. L1tilE l~-~~ CL5 p CL5 Z C2 y 4 (2s ~ /2 y 9 (,L~.o) (2~ f) ~i4 Z) ~ZG 3) CZCo 4) . / Z2 (2y•6) 25.0) 26.0) /(2~.2) ~?y.3~ (2~.5) (2G.0~ C2(e 9~ CZ,.o~ CZ~.I ) / ~~ /- l l b b l l l /~ l C 2 2.e . ~z~,4) /Z~.~~ /2~,.0~/2~.0) /2~.I~ /Z~,Z~ (2~.5) /27.a) ~~.o) ~yg.o) _. (2~.e) C2~.o) ~z~.f) ~2~.z) (z~.3) ~Z2.4) ~L-,.~~~2s.f) ~2sy) Ca$.~) _ 29 ' ( ~.3 -1.3) 21.4 2.a) 22.5) 22.b~ ~.f) 20.4) 29.0) t9.3) \2~ ) ~2 ( C2 C ( ~ C (~ ~.__~ 29 28 ZG (25.5 j25.3) 25.2-~ ~ 2r~.S~"`_ /Z60) `` ~Z~ 4~'_-(2'I.o) ~C2~.0~_~g~.o~ ZG.S) Z6 ''~-~. 23 4) Z 4) Z,5) 22•~~ ~- 23.0--- 23• ~ Z3.Z) y3.3~ 3 ) 22 g L3 , Cz2 ~-- -~---__ ( C ( --_( ( ____---C ~ yz 2Z --- '~--- '---___~__ ~--~-~"~ Z f 2r ---- .-.---1^ _____._---~ Zo !B `1g.0~ C0.8~ 10.9) _'.-(j9•o~= (l9•~) 19.3) (i9 ~~~9.8~'~(j9•zL~" X8.5 ig f3 -(i3•o/~"-(~3•~)__,(i3.3~ ~i3.S)~Jr3.9)'~3.5~ -~i3.1o)`~3•~"~ C13•ZZ---~3~~ i 1 "~ ~,~ t-T~C' ~, ; ~ ~,,- ~~ ~ ~~ ~:: ~:'~ :~ ~ 1993 o . _. ~a~l~ fit!°rry M.' SHOWING SURVEY 4. o T /¢ T/CFA.(./ ~f /9~ /~f~ ~~.~ AS RECORDED IN PLAT BOOK,. PAGES x'¢¢9¢"4 OF THE CURRENT PUBLIC RECORDS OF ~"~~~" COUNTY, FLORIDA. CEflTIF1ED TO ~~Oit~ ~Y°i'~~~ mss` ~y'~O'`~ ~F"'Oi~ S.vno,t/,~i,cx/ -.. rig, 03 °0 ~~r~ _ , N~ W 0 rru • ~ ~2 ~~ ~f? V i y ~ `y~ ~' F/7~ ~/2" IR p. G.S. 3 672 ft/ 0032 .~," C2y o~ (26.0)`_ Oc~Qti ~,eoSioc,~ ~avr~oG L,,~.r~ ~O ~` . ~i ' :o ~ , N a `~ Loa57.4G ~vvyrcu~r~o^/ /Cv~>.~ot. G..vF V ~i d . ~`'-~ fnd /~ ~~ .v ~ ,~ r~i' P. t. S. 3672 ~~ ~ ~ L ~~ m~ / ' 'h Q ~,~'' ~ ~. 9) 1~ ~ p. G. S• 3672 S al S 4 ~G /C /140, L,4icl~Er C FLOODPLAIN DEVELOPMENT INFORHATION Type of Developmentsl?G _ 3------------------^------------____-- i Flood Zone:_______________________ Required Lavest Floor Elevations _________,,,_____ If building is located within a flood hazard zone, a survey~AUSt be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. Ho final iaepection will be made and no certificate of occupancy vial be issued until the survey is on~f3le with the Building Departswent. COtltiENTS Applicant Acknowledgenment~ X understand that the issuance of this pwra~it is Gontinpsnt upon the abov`t infor~aation being cosrect and that tAe plan,rs •nd supporting date have been or shall be provided as required. I agrees to comply with ell applicable provisions oS Ordinanaa Ho. 23-?-11 and all other lays or ordinances affecting the proaosed develoQment. Date_____j'~ ~~~_~~ __Applicant•s Signature -.~___~-....~~.---~-~..~...~.-..~.~...~_~_......_.._~.___~_.-r.._~_..____ Departw~ent Use Required Lowest Floor Elevatiosz _________________ Aa Bu~.lt Lowest Floor Elevation _________________ Survey Filed with Building Department ___________ ------------------------------------ 8uilding Department Representative page 3 DEC-09-'?3 THU Eti :5~ F'ICHi~RD Fi MILLER 3:z AL:Si]C 'a~j4 7:21 575£. F. 91 SAP SHOWfNC SURVEY OF Lor ~~ T-i ~~`~ ~v ~' b y' rye ..5'~.A AS RECORDED IN PLAT BOOK `~~ PAGES ~`~ • ~ ~ A OF THE CURRENT PUBLIC RECORDS OF ~'~'a ~ -- COUNTY, FIORiDA, CERT{PIED TO ~`f~T°ti~ f~o'44~s 8~ 6'4Y'61'V L-~u~2~~ ~ r l; ~:.; i, ~• ~ ., .. _ ; ,. i ~~ d h I l , ~~ ~ i '; , . ~ ~y::. ,~ . ;;~;: ; ~--~, .. ~ ,~ ~~ ~. Lt..~ V L•~L~(7F'~ f +- ~'I V~ • +V~~ h ~•N :~~ ^ 0 ~ 14•r? '\ .-~~~°' ~ ~, • X15, \ ~•p, i yy ~•C7•! *~rp~ / ~~~ \\ ~ ~ ~• `\ M r~T1~! ~ {.+, .n, . ~') ~~",~D C~ n m N 0 ~,,~ L'r~ ;r,;-;,iA~P w• ~ ,~. a.~sv. ~' .r. .~. hY a~ ~, /~}~ C~ptJT.2CX. C-/~J~• ff1 V .~ - _- - - - .~ y ~~ ~ n ~A 7y Ems., a~ oA ~. ' R~- Pd(~M X993 ~, ``'~~~ p . j. ,. ,.., I ,. .... ~~ 'E' I ~.,. ~'~ 1 ~ ... I ~ 1 ~ . ~~it r ~ ~:, ii., i ! . l_ G. r ~. i t I i ,,~ ~ I y_,~ (. ~. 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I i~. ~ ., . ., ,';~ ... .. .,. _ ... ., ,, 1 i'''i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000451 Date 4/08/09 Property Address 2225 ALICIA LN Application type description RESIDENTIAL OTHER Property Zoning TO BE UPDATED Application valuation 66000 ---------------------------------------------------------------------------- Application desc REPLACE WINDOWS AND DOORS Owner ------------------------ CHIP/PHYLLIS TOUSEY 1767 PARK TERRACE WEST ATLANTIC BEACH FL 32233 Contractor ------------------------ RIVER CITY CONTRACTING LLC 11544 EMUNESS RD JACKSONVILLE FL 32218 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 324.00 Plan Check Fee 162.00 Issue Date Valuation 66000 Expiration Date 10/05/09 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2007 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 324.00 324.00 .00 .00 162.00 162.00 .00 .00 486.00 486.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. sir .,, CITY OF ATLANTIC BEACH O~ '..... _ .._ ,.., .__._ ..... ~•'` ~,' ~5 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ~rt r OFFICE: (904)247-5826 ~ FAX NO.:(904~47-5645 ~, ~'. - ~~~ - BUILDING-DEPT~COAB.US ~~_~-~° BUILDING PERMIT APPLICATION DUVAL COUt~ITK 1': JOB ADDRESS: 2: VALUATION OF.,_VVORK 3 SO FT.: UNDER -ROOF - ;rr, 4, LEGAL DESCRIPTION: 5. CLASS 0'F Vt/ORK: 6. US F STRUCTURE f `~~ f~// LOT/ BLOCK SUB DIVISION 7J~~,r7w y ~i ~ % N2~ .J~.1 ^ NEW BUILDING Q DEMOLITION ^ ADDITION ^ CONVERTING USE - ESIDENTIAL ^ COMMERCIAL 7. DESCRIPTlOiJ OF WORK ^ A RATION ^ ACCESSORY BLDG. 8. FIRE SPRINKLER: / yy~ /' /~ Y~'K y ~r~~~~ D~~"~ EPAIR 0 POOL l SPA ^ MOVE ^ OTHER ^ Y ^ NIA ~, PROPERTY OWNER: CONTR gC OR: ARCHITEC T;''/ ENGINEER:'- 9, NAME: 1 OMPANY NA y`>~`r v~ ~ / v~~ 1G . ~ (~ ~ 23. COMPANY NAME: / ~ ~ G~',~- 7 ~ ~ ~ "7~ s ~'~ ~ yy1~ : 16 N A ~~77 24 LICENSEE NAME .S /~ - JLf Ey ~ Irf c 1~~ w... 1 ~- ~~ A . : 10. ADDRESS: 17. STATE OF FLORIDA LICENSE MO.: 25. STATE OF FLORIDA LICENSE NO.: 2 2~ S' /~/ /Ci,~ l-~d-N~' b-L t t a "~ ~ S' `at 18, gpDRESS: '~,q ~~ 26. ADDRESS: ~P3 6 ~ 1,.1 X1.,..,1 ~ r~{, c.n.. t 11. OFFICE PHONE: `~~~ Z~s' - 26a / 12. FAX NO.: o~ - 2~sS S/A3 19. OFFICE PHONE: 20. FAX NO.: ao~Q b.~l. a oa g t, 27. OFFICE PHONE: 28. FAX NO.: 13. C~E+LL PHONE: /° ~~v3.,5^'~ ~y~7 l 21. C LL PHONE: ~~(~ (~~~.-~a4-~ 29. CELL PHONE: 14. EMAIL ADDRESS: _ aLt, C t~>!~ $`J fir %T ~ u~'" 22. EMAIL ADDRESS: ~~w o o d rt,c, Cay.c. . r~~ 30. EMAIL ADDRESS: FEE SIMPLE Tl'rLE HOLDER:' . aroni~7HAN`C~WNER) BONDING COMPANY:. MORTGAGE LE 31, NAME: 33 NAME NDER: . : 35. NAME: 32. ADDRESS: 34, ADDRESS: 36. ADDRESS: n....r...-..•-- -•rr....~.~~~~ ~a nereoy made to obtain a permit to do the work and installations as indigted. t certify that no work or installaf(Dn has commenced prior to the issuance of a permit and that all work will be performed to meet the standards t~1E alt taws regulating c~nstruetion in this jurisdiction. This permit becomes null and void if work is not commenced within six (fi) months, or if construction or wDNc iS Suspended Or abandoned for a period of six (6) months at any time after work is commenced. I understand that Separate rp1' EI®strical Work, Plumbing, Signs, Wells, pools, Furnaces, Boilers, Heaters, Tanks, Air Condition®n3, 6tC. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all ~ ~ must t>Q setxlred for laws regulafing construction and zonin . 1 prior to obtaining a certificate of occu g cywill not occupy or use the referenced building or an ~ wlli ~ don8 In tpp1p118t1Cta pan or completion issued by the building official, as y part therof, NRth at( app(ir~(,~ _ until alt inspections are fineled and YOUR FAILURE TO RECORD A NOT required by law. WARNING TO OWNER; ~.,~, co~r~ ~~ME FOR pMPROVEME SCE OF COMMENCED t=1RST ~IUSPECT p MUST BE RECD TS TO YODR PROP E~IT SAY ~~ n ~ N. IF Y RDEp qND p ERTY, A, SU~T ~I t~~ ~~ ~ I ~ ~N INTF~l11 r~ n®^ ~ °STEQ n~ Tt t ~~1C>F nr m'~ ~ p ~ b jX ~ G. ~ ~ ~ ~ ,~ try 6~ `~ `° s~ `~ - IT~ W N ~ ~+ O ~ r~, ,,,,~ [D d'~ '~ `; "' O ''~ b ~ ~+ CAD ~ p ~ ~ ~• ~ O "~ ~ ¢; iJl ~ ~' ai ~~ ~ ~ ~ ~ ~ iT N ~ ~i ~ !" f ,~ ~ ~ ~ ~ ~ ~'" _ F.-, rs ~ O ~ ~ ,~ ~ ~ ~ ~ ~ ~ ~#' ~ ~ *~d ~ G ~ `~ ~ ~ C`• ~ K r *~ 3 ~:, a~~'N ~j n ~ ~ "~" ~ .~~ ~ rtv r• ~ U' ~ O O ~ ~ G 9 ~ ~• ~ ~ ~- ~ c ~ ~ cn r . o ~.~ o ~ ~ ~ ~,:~~ ~. ~ ~ ~ ~ ° a o W CZ ' ° ~ o ~. C~ '~ ~ ~ ~ d V1 0 ~ ~• '- ~ ~ ~ ~ .f.:~~lf,, City of Atlantic Beach ~S `~ S~ Building Department Y ~ ~ 800 Seminole Road ,~ ,,,,, r _.r Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 ~=i Jsl1>'' E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) D 5 - D 55"1 Date routed: 1 0 APPLICATION REVIEW AND TRACKING FORM Property Address: 2 22 ~~~ ~ ~ ~ ,~ ~/~, C Applicant: ~~.V~ ~~-~.- Project: De artment review re aired Yes No Buildin anning & Zoning Tree Administrator Pubfic Works Public Utilities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ^Denied. (Circle one.) Comments: BUILDIN PLANNING & ZONING TREE ADMIN. Reviewed by: `~ PUBLIC WORKS Second Review: []Approved as revised. ^Denied. Comments: PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES ~ Reviewed by: Third Review: ^Approved as revised. ^Denied. Comments; Reviewed by: Date: Date: ~ Date: "~~~- ` :`"-"''~% CITY OF ATLANTIC BEACH .S 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 r9 OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 BUILDING-DEPT~COAB. US ' -~=-»~ BUILDING PERMIT APPLICATION DUVALCOUNTY 7 1: JO B H S. ' ' - O DR E 5 ~2 V A LUgTION,OF WORK ' '3: SO : FT. UNDER-ROOF ~ } y ~ ~ - - ,/ ~ / ~ Q / 4. LEGAL DESCRIPTION: 5. CLASS'OF WORK: ~. U$ F STRUCTURE ~~2.~ "~ L~ _ LOT BLOCK_SUBDIV{S{ON 7jf~i'!w~/ ~~ %~~ -`'~~ ~ NEW BUILDING ^ DEMOLITION ^ADDITION ^CONVERTINGUSE - ESIDENTIAL OCOMMERCIAL ?. DESCRIPTION OF,WORK. ^ A RATION ^ ACCESSORY BLDG. 8: FIRE SPRIN}Q:ER. .. ~ 1 J y„ ~~N r~, ~s A~~~- /~G ~ K S`~r~ EPAIR ^ POOL! SPA ^ MOVE ^ OTHER ^ Y ^ N!A ll PROPERTY;OWNER: CONTR gC OR: ' ARCHITEC T''CENGINEER: 9. NAME: 1 OMPANY N / 23. COMPANY NAME: ~y J ~ ~ ~ 7 16. NA ; n 24 LICENSEE NAME: , ~ ~~ A . 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: 2 22 ~-' !~~/City L~d-sv~' 6-L I s o '~ -~ ~' `i. 18. ADDRESS: ~~G ~~ 28. ADDRESS: ~P3 E. ~ t,J~Jt.~.rl ~ri.~„ c,,ll~ 11. OFFICE PHONE: `~~` ~~' - 26a J 12. FAX NO.: o~ • ~S S~~`3 19. OFFICE PHONE: 20. FAX NO.: ao~pt~a.a oz 9 4 27, OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: ~'fl ~ ~ ~ S- _ ~ y~~ 21. C LL PHONE: ~ ©~ 29. CELL PHONE: 14. EMAIL ADDRESS: ~GL, C ~i~~ $`JG(T ~ , u~~ 22. EMAIL ADDRESS: 1 ++ ll 30. EMAIL ADDRESS: FEE`SIMPLE TITLE HOLDER: ' nFOi++ER•ninsvowrieR) 31. NAME: BONDING COMPANY: MORTGAGE LENDER: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 38. ADDRESS: ~ '4Ppltcatton Is hereby made to obtain a perm it to do tha ,.,,,~V .,..~ :__._.._.. ~-~ "'++~++c:ea poor to the issuance of a - -- ° ~~ ""' ^ °"" '++sianauons as indicated, I certify that no work or installation has jurisdiction. This permit and that aft work will be performed to meet the standards of a!I laws regulg~ abandoned for a pe odtofesix (6} monthsdat anyf time after work is commenced, SI understand 9 construction in this Electncal Work, Plumbin Si ns , or rf construction or work iS suspended or OWNER~3 AFFIDAVIT- 19certify thatNal)tthe fo g+oing nfo~ aon®rssall@atBrs' Tanks, Atr Cond~Bt Separate Permits ~ droners, eta ust be securest for taws regulating construction and zoning. I will not occu cxurafe and fhat alt Wpb prior to obtaining a certificate of occu an PY or use the referenced building or an w111 be done in P cY or completion issued by the buitdin Y Pert theraf, faDitllp~lBnCe 1M~ all applicable ~* 9 official, as required by taw, until all insp~ions aria f+naled and YOUR FAILURE TO RECORD A NOTICE OF Cpl ~iNNER; PAYING TWICE FOR tMPROUEMENTS Td MENCEMENT 1~q coMn~Enrc~~ENT MusT BE REC4R YOUR PRaP~RT'Y, ~ ~ESU~ Tl~f FIRST INSPECTION. 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L., _: I .~:._,i uNno~ ~dnna NOll~d~l`Iddd 1IW213d JNIQ-11(18 ~t ~ `r Sn'8b00>~1d30-~JNIalInB // ~ ~ 5495-L4Z(406Y'ON Xb'3 ~ 9Z85-1bZ(406) ~3nldd0 ~F~ c EEZZ£ 1d `HOb38 OI1Nb1Lb'OVOa 3'IONIW35 009 ~~•« r /// ~6O HO`d38 O11N11'lltl d0 ul0 "~JrRr-s'',v" `~ ( '. ~ ; Cii~~l oi' Offiee of wilding Official REQC.EEST 1=C3R INSRECTION Date ~~ ~ / r ~ ( ~~ ~j P rmit N ~ 1 Time A.M. Received ~_. _ _ P.M. _ _ / f Job Addre s.. Locality owner's Name __~_ L._yy'y 4~ ~ 6 _ Contractor ~~ ~~/~,/3C.f~ BUILDING COt~ECRETE PLU~MBIfJ~ G;~ f~EECHANICAL ELECTRICAL ~ t Framing - Footing C ; - ^ Air Cond. & r~wgn " Rough Wiring Ae Roofing ^ Slab ^ Temp Pole Top Out ^ Heating Insulation ^ Lintel C1 Final C Sewer ^ Fire Place ~ Pre Fab (~C`~ f'~ ~~~ ~ ~ READV FOR INSPECTIOhI A Mon. ~~ ' / Tues. Wed. Thurs. Friday _ F c~ ~ ~ ` ~y A.M. Inspection Made __ __ _--__ _PM. ins ecior~ F ~ ~ ~'~=Imo,.---. ,--'L,.--z... ~ ---z %~ I Inspectio ~ Certiticats of cc ancy ^ Date 9 ~ WID L VI Offlc~= of Building fJfficiat f?~QtlC~~ FQR ifV~6~lECT( ~ ~ '~j~,.~ Oate _ ~ ~ ~ ~ ~ _ P mit No. ~~ ~ _ Time / ~ \~~ ~ /J ` Received ~ ~ ' 4 '~ P.M. ,L Job Address ~ ' Locality Owner' ~ /! , Name _~_ Contr iC~o iLDI~ , CO ETE ELECTRICAL(~~ l7NC~°1i~1~"" .~ TJi~Ci-I~TJTI Framing i~ Footing - Rough Wiring ''~±----RetrJh~-----"'""'~ ~ -,4ir-6e ~ __ Re Roofing C~ Slab L~ Temp Pole C, Top Out ^ Heating Insulation ^ Lintel ^ Final ~_ Sewer C7 Fire Place C' Pre Fab READY FOR (NSPECTIOPI _ M. Mon. ~T~ue~s. Wed. Thurs. Friday ~` ,/ ~ ~. Inspectior, Made _ __ ~ iy, -~ Certificate of Occupancy Date ` CITY OF ~~4~i's ~~ ~ ~~ Office of Building Officiai ,y~~" yr REQUEST FOR INSPECTION Date t/ ~` Permit Na ~~~ Time A.M. ~ Received M. J ~. ~ '" ~'.~.~' .,y-~- _ Job Addr s Localit Owner's /] ~f ~//' y~~,~~~ s 1 P ,.-. Name ~ °`-""` '" - Co»tractor J G s"-~-~'~•~-~ BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL' Framing ^ Footing i7 Rough Wiring L Rough ^ Air Con~"~"~"' C Re Roofing ^ Slab ^ Temp Pole Top Out ^ Heating Insulation ^ Lintel ^ Final ~ Sewer ^ Fire Place Cl Pre F READ INSPECTION ~' A.M. Mon. Tues. Wed. Thurs. ri ay P.M. C. C A.M. Inspection Made ~ .- ` ~_P.M. Inspector Final Inspection Certificate of Occu" pay ^ Date CITY OF j~~ ,~ft#la~~sc ,(3eack - ~lauda Office of Buiitiing Official REQUEST F4R tNSPEt;1'tON Oate f ~ ~ `~ ~~ Permit No. ~` ~ ~ Time ~~} Received _ ' ~ "' .M,. _ ~~..~~' Job Add a '' L.o ity Owner's Name _.__ _ _~ _ _~~~ Contractor _ _~__ _~~. BUfLOING CONCRET ~~ ~"rRt_~ LUMBING MECHANICAL Framing Footing Rough Wiring Rough Air Cond. & 1 1 Re Roofing Slab Temp Pole Top Out Heating Insulation Lintel ~ F n I i Sewer Fire Ptace I' ~j Pre Fab REA~~FOR INSPECTION Mon Tues Wod. Thurs. Friday __ ~ P.Af inspeaction Made: ~9 ~~~~/ ti'Y ,~~su<~~,IOi ~J"' _ _ ._ F~n,7f Inspection Ceetdiatlea c~! Occupancy r, .. t i C~ r~V' ~ ~~~Gs !3 ~CC~ - ~L~3d~ Office of Building Official REQUEST FOR INSPECTION Date ~ _ Permit No.. __ Time Received _~ a U P.M -~ t _ ~ ~ ~' ~ n Job Address ocality Owner's Name _.._~_ Contracto / -_~ BUILDING CUNCR E LE UPdBING CNANICAL Framing ^' Footing Rou h Wirin ough - Air Cond. & -- Re Roofing ~ Slab Temp PNe : i Top Out - Heating Insulation = Lintel G' Finaf Sewer =_ Fire Place L f'' Pre Fab REA C3 ~iFi INSPECTION A.M. Mon. Ties. Wed. Thurs. Friday .___~~ A.M. inspection Made ~__ -~__-___-__-_~------__--PM. Fina! Inspection irs^eCctor ~~S° ~,,vpf'!~ ~,~ ~.i.~/~__~i(/e€i~.X'7~~/~'ats of .,cupancy _ CITY OF Office of Building Official RFQtlEST FOR INSPFCT'10N /~ Date _ ~~-, Time ` Received P.M. ,;?.~ ~ 3 Job Address Owner's Name Contractor BUILD6VG CONCRETE ELECTRICAL Footing Q Rough Wiring Re Roofing ^ Slab ^ Temp Pole Insulation ~ Lintel ^ Final Permit No. ~~" _ ^pocality C:r°7Z-- PLUMBING G Rough C Top Out .__ Sewer READY FOR INSPECTION Mon. Tues. Wed. Thurs. ..~^ ~ ~~ .CJ A.M'. Inspection Made _ T/ MECHANICAL ^ Air Cond. & Heating q Fire Place Pre Fab A.M. Friday P.M. nspecior_ - Final Inspection Certificate of Occupancy ~ Date /~~~//~ ~~~~~~~ //CITY O//F /n~ ~~~~ ~~~~ ~~ ~~ fYLLGISUC J3P~it - "t~R~ll.CT.Ci Office of Building Official REQUEST FOR INSPECTION Date ~ ~ Permit No. ~~ Time A.M. Received P.M. Job Address ~Looeli~y -- Owner's / /"' Name -Contractor / ~~~ ~"~~_ \ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ond. & ['_7 Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ atiia Insulation ^ Lintel ^ Final ^ Sewer Fire Place Pre Fab READY FOR INSPECTION ~. Mon. Tues. Wed. T hurs. Friday , I i ~ ~ ~ ti ~ MM ~,.~+y~~ ~/ ` " ' ~~~ nspect on Made pM( - Inspector ~--•.. Final Inspection ^ Certificate of Occupancy ^ Date CITY OF Office of Building Official REQUEST FOR INSPECT{ON Daie ~ -l t ~ ~ Permit No. Time ~ . A.M. Received y U P.M. fv ~ ~ ~~ a Y1 3 ~'`' ~~~~ ~ Job Addre v i Locality Owner's ..~ Name Contractor BUILCItN~ ,. ~ CONCRET ~ELEL"Ti~t~AL.' ~ PLUMBI ~ ~ ~ HA (N~G'Ai. Framing -, Footing ^ Rough Wmng ,~ Rough ^ Air Cond. & Re Rooting ^ Slab ^ Temp Pole _ Top Out Heating ~ Insulation ^ Lintel C Final Sewer Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Frid P.M. y- / ~ ..~ ~ C,/ A.M. inspection Made C / _- F.M. Inspector. Final Inspection i-! r; .. - Certificate of Occupancy ~ ~ O V ~ r _ r l ~ ~~ Date --- ~~ ~~~ (J` '~ ~y ~6 C a ~ ~~~ io°a\\ ~~ Good. ~~~ ~ p.~gai~o9aoe ~. ~~ <v F~~ eFar ~'Q~ ~ ~ /~ (i Ql P ~. r P ~ p~`O~ °V~ ~~ `~ ~ / f t~ Go~~ta ~, ¢ oP ~ t P~~da~l r• ~ f f fl rJ ge 4j/% v / ~ ~o e°~e 'C~~C~ ~ro~5 ~~ oo~'v o G °~ a/ /~ P aye ~ / ,~e(° a~ ~Qki ~FOi~ Ooe~P - - O ~e \yea ~~e5, i ~~G F`o ~Oi~ P•~. a\~oy `ooh 'f" ep2 ~~ Pd ~ GQ~ Fo Q ~~o \i~pa e' J°~° dtJ .,O`~~ ~ retti G o°i~o~ P~ poet ~ F~~e e` C,a~E ~~~~ c' ~ ~' 9J \~g,\o9 ~ JeS. Pe J~ati~ < eu° o~ X05 % °~. ale ' // ° ,. °`~°~ ~ 1 ~t.5~ ~eG.e, , ,;~~ g CITY Oj/F Office of Building Offici REQUEST FOR fNSP ION ''J 7~~ .~ Date --~ ~ ~ ~ ~ Permit No. ~~~~~~ Time ~ ~ ~% M. ^ Received 3 M " Job Address '~ rr' ~Lo~calitjy Owner's \ /~ '`.y~-~~' _ °" Name ! ~~ Contractor t, BUILDING ~CON,C..R.~•T~ ELECTRICAL PLUMBING MECHANICAL Framing ^{ Footing ~~ ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ~ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION - .---- Mon. Tues. Wed. Thurs. ridgy . Lj.. ( A.M. Inspection Made // r ~ Final Inspection ^ Inspector Certificate of Occupancy ^ Date CITY OF Office of Building Official REQUEST FOR INSPECTION Z- 2~(--ter ~{ Date _ Permit No. ~~~ ~ Time ~ ~ ?j ~ Received P.M. Z Z 2~ t g __ az~__-- Job Address Locality Owner's ~~~_ ~~C~t / ~A~~?~~I(,/ _ Name __ Contractor ~ ~"~ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL ~ Framing ^ Footing ~, Rough Wiring C1 Rough ^ Air Cand. & .~ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ~ Final Ci Sewer ^ Fire Place C7 ~D 1 u M ~ 5 Pre Fab t READY FOR INSPECTION -_ A.M. Mon. Tues, Wed. Thurs. Fridavl_ _ ~ A.M. Inspection Made _r__~~ _? ~ ~ ~ __- PM. ~}~ ~ Final Inspection Cl Inspector _~~,~_~_ --/' ~ ____ Certificate of Occupancy [-~ Date .~ _ /~~t fit,- //CITY OF ~~~~ ~~ ~~ ~~ fY~i~~ilt~ l3P~~C'.i~ - ~~aIKL~ Office of Building Official REQUEST FOR INSPECTION Date ~ '~ L Time Received ~~-_________~'/___IP.M. 1' Job Add ess ~ Locality r Owner's ~^ r.~,~ ~ Name Contracto BUILDING CONCR ELECTRICAL PLUMBING MECHANIC L ,~ Framing ^ noting CI Rough Wiring ^ Rough ^ Air Cond. & ^ Re Rooting ^ Slab I_ ~ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ~ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION ~~i^ M Mon. Tues. Wed. Thurs.. Friday ./ , Inspection Made ~ `'2y r ~~ __ ^P.M. ~4,1~ /t~ Final Inspection C ~. lnspector_ - -- Certificate of Occupancy C'' -1'.,,v /~/ "iTG''~( 4~+ ~C y Date Permit No.. ~ / / ~c/ _ '~-----._ Q~ O~ ~-~'" • ~ -~ t3 /~ A o ~ ,V o~`G`~`O~ t~ ~ J`a~~`~yQ~ e~~c:~ti~ ~\Gp\' c e ,lp ~. O ,~ r( ~ a~. Qr Go l~~ Fd eFa VJ P~ ~ ~~ Got Q ~0~900` ~\da~ ' (~ ~ 9 U f ~ ~,Q\G~~oA C` 5 ~ ao`1 V ~\,~ Jgr Q ~e ~\Q~ ,~ G~`oa GGaQa Oa~e e d ~ / 5 ,~~ FOQ, Ge~~`~ ~` gGe`,e ~- oa P QaG ~pOy ~e0 / Oa~`e .:_ 4 J .. G oti~oA Q~ / e ~~an~e~ u~ e G <., mad` OAA~ ~ C`> s Qjv\ ~~~ .`c~ 'C.~e FtQa`eQ~\a,.~on \ry e e boa ~aa ~/ ~o~` 0Gi / vOeQ e~~o` ~ f ~" _ C f~ F C~~~ Q ~ttw~a ~~ ,~~~ o ;Ce o{ o~ `NSp ~~~', ~B~dd~n9 ~~~pN ~v~~'t ~ Permd ~tO ~~ ~°ca\\ty PN`Cp~ ~ t°r vMg\N~' n Neat P ace ate Coatrac p1. ~ ~ ire O'C\mce\~ed ~ ~ Cpl. 4~°° 0°t ~' Pre Fab p e ~~ R ~~ P ~ v Pdd<ess EI.E'~ ~K\n9 n jse`~er / JOb \ ~omP P°te U Friday R Se ~ ~ aR`e5 ONC ~~'1 F\aa~OR \t,Sp~~`O '! s ~ ~pANC' ~ Stabet ]""~PpV PM ec~ro° ~ a°cy Cl V~ m ed ~~ ~eP oP 8 L Vy ~ F`°a\ t to °t pcC Fran" ootm9 U ~ - Ceri~t'~ca Fte ~ati~on / \~5v dues .r pate M°~ r Made tnSPeGt`oa .soectOr CITY OF ~~Ir,~` /_ ~ // //~~ ~~~ ~~ ~~_ fYf~~K~L~C I3 - ~60?(~,fs Office of Building Official REQUEST FOR INSPECTION ~r C,~ Date ~' ~~ ( / ~ ~~ Time ~ ( ~~ Permit No. ` ~' Received p ~ ~ vC..tt Job Addr ss Locality Owner's N i ~ ~~ ~~~ " ame Contractor " BUILDING CO~RETE,~ ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Oui ^ Heating Insulation ^ Lintel ~ Final ^ Sewer ^ Fire Plaae ^ Pre Fab READY FOR INSPECTION "' A M Mon. Tues. . . Wed. Thurs. Friday P.M. ,,, . ~ t.' ~ .--A.M. r j Inspection Made Inspector Final Inspection ^ Certificate of Occupancy ^ Date t CITY OF Office of Building Official REQUEST FOR INSPECTION Date ~ ` ~ ~ Permit No. ~ •~"' ~' Time r ~~I. 4 M. Received / ~M, „.--- i') G"1 r. ..~. I if ~ ~_..L~' ob A Owner's ess ~~~,~ Locality ~ ~~ Name ~ Contracto BUILDING CON TE ELECTRICAL "^~. PLUMBING MECHANICAL Framing ^ Footing ou h Wiring„ Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ~ Top Out ^ Heating Insulation ^ Lintel ^ Final Sewer ^ Fire Place ^ Pre Fab ~ REA DY FOR INSPECTION Mon. Tues. A.M. Wed. Thurs. Friday P.M. 1 ~-- \ I v ~ ~1,~• ? nspection Made 7 p M. Inspector Final Inspectior~ ~ Certificate of Occupancy ^ Date //~~l~//~- ~__~~,1~_ //C~~ITY__O//F //~~II~~~~__,,~~~~ fY~(~fZ~lc /3~'G~t'.iL - ".tL~WIKUs Office of Building Official /~ ~(~'REQUEST FOR INSPECTION 7 Date. ` ... ~ ~ ` P it No. ~ " ~~ Time _ ~ +~ /i Rr:reived PR1- ~ fff Job Add ss Locality Owner's /' l ' A ~~~1 ' ` Name Contractor ~ !/ BUILDING CO ETE ELECTRICAL PLUMBING MECHANICAL Framing ^ oo mg ~ Rough Wiring Ci Rough ^ Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. _ ~,,. ~ ~ ...- A,M. Inspection Made _,~____ P.M. Inspector / Final Inspection ^ Certificate o1 Occupancy ^ Date / ,//CITY OF //_ ~ ~ ~ 14~L /3~- ~1~ Office of Building Official REQUEST FOR INSPECTION ~} ~l",~ Date ~~~ ~~ / ~ Permit No. ~~/ ,~ Time r A.M. Received ~~ ~ ~~ _ P.M. Job Address Locality Owner's ~°~~o-crr'r ,~y'~"'3c"' s' Name --~ Contractor ~C~"+'~ ~ ~.~ BUILDING ,.C~„ ~ ~ ELECTRICAL PLUMBING MECHANICAL Framing ^ Footing _ ^ Rough Wiring [C Rough ^ Air Cond. & ^ Re Roofing ^ ^ Temp Pole ^ Top Out ^ Heating Insulation ^ L ntel ~ ^ Final ^ Sewer ^ Fire Place ^ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made ~ ~ ~-_ Inspector ! Final Inspection ^ Certificate of Occupancy ^ Date „~,` OF J08 ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the jab will be accepted ~` FC400r2 ~otSTS Ct97" ~~~ r2r~~ ~'DC~vT. '" ,.~ t t~ ~ F f- 1-f ~ ~2 2 c c ~Q--i'y F" C~r~'S 3 ~- _b~,~M~, S SffdUL~ t3~ ~7 C F f-E~ 12 ~ -'~ _~ ! 12 ~ P ~ c `t `T.S~_~d S ?"~ ~(9(~.t~INCv It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with #looring, loth, earth or other material, until the proper inspector has hod ample time to approve the installation. Q After additions or corrections have been made, call ~~~~~ ° ~~Building Department for an inspection. Field Inspectors are in the office from to Monday through Friday. vwMSiNC ._ EiEc e~ "'~ Qe« PAINT PEN "` CyOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY GG'~' DATE L ZS °~3 CHECKED 8Y DATE SKETCH NO. SCALE JOB TITLE ~MCy t[~~ JOB NO. SUBJECT To~9~ r1L'~l'DEa) ~~ SH OF ~'TYL t~c.TZ,1 K-~Iti4tr ~lq C..Gc~ l-t4"n f~>~ '°~ t"O /L `I'~St:'y ~e'6~ T~~lc_L~ A-rt~+A rJTi G ~ C'~C.h~ , ~Lnn. ~ D ~ Vt""~MEY ~2c.~ITE=GT S SAG 1=..So ~'~' 1 LL E' ~7E74G !-~ ~~'{-D 2 ~ i`.~ CC~N ~Tft~GT~~+~3 J.~~~ I L 5~ r-T ~, 1 ; ~ ~~'~~~~ ~, c ~ <,, ., ..~ ~r~`~ '~~ ~ ~~ 1993 APPROVED i~ , , ; ~ ~ ~ , , TM ,~ j ; . µ CITY OF ATIAIVTIC BEACI~ Es c,,ciisr,sYj i.cic.~ i_.. „' ,f $UI'LDING OFFfCE ' ,;r E C 2 31993 ~~ 13;~ ~ ,tom I~/~~ i~'Z ~ ~ ~'~-~t, .~ ~N~ o. ~ ,_ I ~ ~ ._ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~K~ - CALCULATED BY GG~- DATE l I I\1 ~ 3 JOB NO. CHECKED BY DATE SUBJECT~oWSE~I E''S~DEI.~GE SCALE SH~~- OF SKETCH NO. pvaalr u_. e ~ 'a. .. .. ...:.il ~ a uServr..ax wnw+.s .. ...+Y. i w ..z ... ... .. .. .....v mu .. .,. « .. ~ i_.__ ~ ~JF~E'141(l~ 'GJC.) 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Consulting Structural Engineer JACKSONVILLE, FLORIDA 1, CALCULATED BY Gc.~.. DATE , 1 ~ ~ 3 CHECKED BY DATE SKETCH NO. SCALE A~.~~ , u ,~_. i ~: I -------- ~ A~ (~ ~ Q 51~F D ~~~ ~~ ~~ D ~ .; D I' , _ . ._ 4 j ~ ~ _ . _ z~~31~! _._ i 7~3z ~~ ~b ~ Z s~~4 Ilos,. ; o~. i i +__ ._ I , ___ ~_ ' DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer ~, I JACKSONVILLE, FLORIDA /'+/~ ~~ JOB TITLE 'E~I~I~Md G `~ CALCULATED BY `N~ DAT I ~ ~~ ~ ~ ~ ~ ~ JOB N,,O,.,, A CHECKED BY DATE SUBJECT 1-'QjS~ ~G~~Dc~u~ SCALE _ ~~ SH~~ OF SKETCH NO. ~...~,.:b.~._,.~,...~__ ._ ~a~~~~ ._ ~~_ .~ _...._..~ _ ~„x_ ! I I -- •- _ _ ~. _ t ~_ . _ * ._~._,__~_.._ _.---.._. .._ ~ ~*~ h I i ~ { j ..." ~ ~. _ . ._ _ _. ._ .. _.. 'i ...~_.,,^~ I ~ ~ r i 1 ~ ~~ ? ~ i N ._._~ Wj J ~- .. 0 94 I o __p_ _~ _ I I i~ _ + ~ ~ ; i~ ~~ i III log I ~ 3 G~ .. ~~._ ~.~ I I ~ I I 3~,V. +'~' J t ..... i ._~. ° ~ ~ Q . Q . ~ ~ _ V+~1'~T~GfFK,. ~c.~W~IP • ...,. q ~ ACD -'i ~~; ,_ s ,,~ _ . ~~~~~ ~++~ ._ ~3 ---- p ~~ ~.~c~c. wA~` ate: h ~ ~- j L~ ~ Q ~ (._ I L n ~. ~ Q ~b'tit~ I~"A~'J~ I~ aQ ~ I "'~ ~ F'~~.1~5 p '~ ~ I6 i • 4 ._ .. N 7 /ri /I DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer ' KSONVILLE FLORIDA JOB TITLE ~'"~`~ ' JAC GG~' DAT I~ « JOB NO. CALCULATED BY S~ `'~I T CHECKED BY DATE SUBJECT ©~9 bC T_ ~T OF SKETCH NO. SCALE SH ~.n,~ ..,,. i !. ~.V { ~ I ~ ~ ~_ _ i ,- i ~ ' ~ . ,~ ,a ka-o-7 ..._..__ ,_ _~ / ~~~F ~~'a I ~ ~ ~ _ ~- . _ : __ . a~~ '' _....__ . ~ ~_ ~ ~~+4'~ 5 - __ _ ._ __ _- r r ~~~ _ ; - j _ - ~ M .... _.__~_ ..__ . _ ~_ _ _ t _ ~'~ 3~~3 ~i l9~ -s '~_ L3 ii2'?px3~' DOLE J. KELLEY, JR., P.E. Consulting Structural .Engineer JACKSONVILLE, FLORIbA CALCULATED BY C"~~ DATE I~ ~( ~~ CHECKED BY DATE SKETCH NO. SCALE ~....... ..~,~~. ~ ~ ~- .. 8 i. f _ ; ; _ ~, If , i _.-~...y_ -_.._...-___... ... _ ___ _. i. _ ~ ~ ~ ... 3 J ~ ® ~~' i I ~ > .'. I ~ .I i •~ !. ~ ?, ` - i ~ ~ ,. I ~ ,' ~ ~~ ~ ~ :~- ~ '~o C .. ~~ ~'~ `.F y~oD c ~ , I ,. ` '~ '. ' AtiA / I ,1 .. :. .... . ~ _.__~~_ • .~ .... .. ,. ~ ~, ; i ~ (. . __..... ( ~ . f .. .. _._--_' ;, .._ _~ ~ I ~ ~ ~ •~~ ~ N '~ ___..__ i ~ 4~ ~~ `~' ' JOB TITLE - r JOB, .NO.. SUBJECT T(9 9s C~ ~~~ l I.~C ~y G~ SH i~' OF (~ . ._. -. = 0 .. .- . - ~ ErLTtGP1l. 4 ~Dl~ 21 ~t- bit 131 ~1 ~ r IO ~ o~•r ISM ¢ ~o J w . wow Q 10' '~ ~~ ~~oi lL. wl A41,. I~1 ~1~ I~~~ 5~r ~ 4 ~ 4l k11~s rF'r ~~ ~ = Z2 ao tGf . '~'' a 4 61Mti.gh.. RGLgT1rE ~ sr~uESs ~ aa~ (~SE,~ (0, ona Ib~ ,. vim,-, ,~~D x 2~ ~-SCo -+ ~o ~ oc o = 3414o61Ls• dk Psl ~sa'A53 ,/' ~n. N ~-b bc~ = 16 ~ s°~~ ILA 13yitrq L. /~t7P 20 ~r 2 O -r Z6 ~ * 3D' = ~ (o r.F ~ 'S~..a1~ 'hK ~4~~ sue- ~ i- ~+i~~~ P.E. ~~ DALE J. KELLEY, JR., {near ~oB TITLE Structural Eng JOB NO' -"-`~- Consuiting 1~ ~~ ~ ~ ~ .~~~~•~;~ JACKSONVILLE, FLORIDA DATE SUBJECT SH ~~- O~._._-- CALCU~TED BY DATE._._-----' CHECKED BY gCALE»--~- SKETCH NO. ` L ~1~(.~'[~(' - '^ '~, .. ~ ~ 1 ( -- _'_' 4 • ~( I I 1 I •, ° ~1, •~ ti .\ ; •~'' - N N.. i ' i _ I .7'~. I J t it pl 1. ~ ~ 1 ~ ' ~ ~. I ~ ~ ~ ,~ j` ~ (,~~, ~ "~~, I ~: .. _ , _ ~ ` ~ .. ._ ~. ~ ' { ~ .~ _ ~ .: I - ~ it g ~~ 4 } i ~ '~ Y, ~ '` ~~.. ~ . ~ 7 ....__ -- ,~ ._ i ; ~; •, •~ •- ,. ~ P1R•T B Y+ ,, t _~ .___... _.... 1 ~~ • •~~ ~~ ~. 1 i ,f 1 ~- ~ ~ , i`~ } ~~ i :, ~, yi t i ` 1 ~, ,~ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer TITL ~~~ E JACKSONVILLE, FLORIDA JOB ''// ~~ ` DATE ~~ 2 93 JOB NO. CALCULATED BY -~ n DATE SUBJECT ~ O y~'E~ K ~S ~DC'~V Gt' CHECKED BY SCALE SH OF SKETCH NO. .,._>u,,._..-. i _~.,..~,.~-.__._ .. _ _~ i i ._~ . _._~___ _.e_.~, ~.~ .~.~~a.,..- ._,...~,.. `~ ~L~L~ ~tiA~~~ ~ Coaa~LT1DrJ ~~ ;$ ~1 CN~I~' Corc.c - ~a~~. ~ ._ ~ , _ . ~ _.~ ~ ~ i _ _ ~ J _ t .. ! _ ~ ~_~, _ _ i ~_ ~ ~ ~ ~ __ . i ,... _ ~K1Ll..., ~R14 IdIIJ ~n • _ SY~~ _L/,~~ ~~ ~ z ~-~ 3'\ kvJ~1Y, E01= Il. _ ~~ i ~. ~ -~ . _ f _ _wcn~ i4a~.r~ca~ ,O 3~~IC.c .,._ -- . -_ ~ __ s __ __ ~ _ . t _ , ~ f ~ i ~ ,_ . ~ ~ ` , i , ... ; . _ ;.. _ i ~- ~_ . ~ ~ _1 _. _ a ~ _ _ . __ ~ / oo ~ ~ ~ .... ........ ~ ! ____ . , i , 1 ... _. f ', ~ i L .... ,.__._ ;.. r _ _. ~ ~ f_ ~~. ~ I . i - ~ i j ~ i i ~ ~ ~ , i ~. -,_. I ' ...... ~~. . .. { ~- ` ~ ~ j __. ~ j _ ~ ~ ~ ~ ~ c i I " ..._ .t t....... ~ ~ .. .__ .... ___ __..~ _. ~.._ ~__... _ ~.. . ~ . _~_ _ . i F ~ ~~ ~' i -_ i i ~ ~ i ,~ _, _ I 1 t ~ , ' ; __ ._ _. ~ f ______ ~_ _.. , , ~ ' 1 ~i ~ _ _. ~ t- ., ,,... .... . ~ __ __.. __... ~ ~ _ v._ _~ _ ~ ~ _ i ~ ~ Q I _ ~ ~ _ ~ _ 4- ,_ _ 1~c~q ~~ _ I i ' - -- - --I- , - ~ 1 ~ ~ i ~ ,.. r ~ ~ t ._. _ ~ i _ i Ip~' `~I~7~~ 1-~iCTl KW1~ _ _ ~ . _._. . . ~ ___! _ _, _ __ ~ .. ___ ~ ... _ a . i s - - ~~ ~°- -- ~ vJ ..,_ _. . . l i ..__ ... _.. _, .. , __ _ ~ r _ ~ 1 __ _- --j r _. . ~ ~ , ~ ~ c ~ , ~~~.. Ec~~a~ ~ (~~~ 14.B~C T ~ , , i . _ . . _ _ __ t ~ a i ,_ ._ . I _; __ ._ _. .. ~ I _ ._ , __ ~,_ j ', r DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~'~"+ CALCULATED BY GG ~ DAT I I I (v I ~J JOB NO. CHECKED BY DATE SUBJECT T~g~ 151 ~@~~F//-- SKETCH NO. SCALE s~l.~ OF ~......i ~...~.,"~.," ""."~..'"" i UPLIFT HA WARE ~ / ~ONNEC~.'OR SCHED>~JLE I _ , i ' i DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~~~r"~~ CALCULATED BY C ~ ~~' DATE ~ ~ ~ ~ ~ JOB NO. CHECKED BY DATE SUBJECT ~~ ~'6l DE1l.~ G~ SKETCFINO. SCALE SH 7 OF w,~. ~ ~ - m.. . ~... ~. .. - - .,~ _ .~_ ~a _ .._ _ .. ~, _,. ,. j I , _ ~ ~ + . __ i ~ _ _ .. ~ ~ a ~_ l g ., ~ ~~ ~~v rrrm-rr __ ~ ,i ~~ ~ ~ ~~ , f' ,. ~,, . , , . ~ ; i, ~-1 , . ~~ ~~ ~~ ~ ( ~ ~ ~~ ~ `~ li~ I _ - ~,~~ ,~i __~_ - ~i 1~'~ . ~, !i+ I II i + ii~' ,~I~ 1 i~~ I' ~ I , ;~ ~ I~~,. i li~l- ~ - ii ~ :~ .; ~,; :,. 1'I ~. i ~ ~ ' ~ ~ '' , ?~ ~~ ~ ~~ ~ I '~ ~ ~ ~; i J ~~ s 4 N ~ ~~° I ~ ~ s ,~~ ~ a U ~ ~;, ~. 9 ~~ _ ~ ~ ~ t ~. ~' 4 ~ p I '~ ~ \ ~ I~ '? ~ ~ w Q a: fin!' . i ~ ~ ~ ~ p , ~ ~ ~ ~ ~, . . , a , ~ , , ~a ` . ^` i _f r `u ' ' J . . . .+ ~ ~~ ,` ~ N ~.. 3a. ~. ,. ' u 'p O ~~ \'- - ,^~ .. :~~ t ~ 3; j ~ ~ a j i Z DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY C'~ CHECKED BY DATE ~i ~~ ~ DATE JOB TITLE Y ~~~ ~' r ~j JOB NO. SUBJECT T f~bE~ 'f'-'E'~a IDE~C.~ SH~ OF I _._._~, _ - ------ _.. t ~-- _ _- (~ II I .. _ :, u i I 7Ofl'J _ {~rcLjt~j!~ ~~j I~ _ i I hill I: .j , ~ ~ ~ I _ _ '~ _ - _ ~ ` ~ ~ LI - E J 1 i ;. . A ~ f I ~ ~.. , ..~:"~ ~' 7.. j '__. ~ _ I ^ASdT i ~ __ , , _ r- , ,_ _ _ , DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer `' JACKSONVILLE, FLORIDA JOB TITLE y E~~ CALCULATED BY ~L k' DATE ~ ~ ~ ~3 JOB NO. CHECKED BY DATE SUBJECT ©yg~~l ~'CS ~P6'7.)C•~ ,... ~ ..~ H sE/sM/C AND- HURRI~'ANE TIES ~( FASTENERS MAX ALLOWABLE LOADS~~ Mf~EL MATL TO TO TO UPLIFT LATERAL RAFTERS PLATES STUDS (133) F~ (133) F2 (133) Ht 18 a 6-f3dx1'/z 4-8d - 520 485 165 H2 18 a 5-8d - 5-8d 335 - - H2.5 18 a 5-8d 5-f3d - 415 150 150 H3 18 a 4-8d 4-8d - 460 125 160 H5 18 a 4-tad 4-8d - 465 115 200 H7 16 a 4-8d 2-Bd 8-fad 985 400 - H10 18 a 8-8dx1'i 8-Bdxt'i2 - 915 585 525 H10R 18 ga 8-8dx1'/z B-8dx1'/2 - 915 585 525 ' HS Ties Rafter 1' C r i ~ .06060/SIM BuyLine 5162 1. loads have Deen increased 33~° for wind or earthquake loading with no further increase allowed. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2'h" must be used when Iraming anchors are installed on each side of the joist and on the same side of the plate. Maximum allowable uplift load for the H4 stud to bottom plate installation is 315 lbs.; 370 lbs. for the H2.5. O Typical HB Stud to Top Plate Installation 2X Sp sruD PLATE T/ES L Ties top plates to studs to resist wind or seismic activity. New! SP4, SP6, and SP8 wrap completely around double top plates. MATERIAL: 20 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • SP1 and SP2: position as shown. Install the number of plate nails ind'ICated in the table. Then install 5-10d commons into the stud and 1-10d common a! a 45° angle through the stud into the plate. CODE NUMBERS: BOCA, ICBO, SBCCI Nos. NER-432 and NER-443; Dade County, FL No. 90-0914.2. MODEL DIMENSIONS FASTENERS ALLOWABLE s t'10• W L STUD' PLATE UPLIFT LOAOS (133) SP1 6-10d 4-10d 585 P 1 8•tOd 940 SP4 3•i 7~i &10dx1' 865 SP8 5°i 7'i 6-10dx1' 865 SP8 7s/ 8s/ 6-tOdxi' 865 1. For SP1 and SP2, one stud nail must be driven at an angle through stud into plate to guarantee table load (see illustration). 2. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed; reduce Dy 33% for normal loading. ® ~? . Typical H6 ~"~- Stud to Band Joist \ Installation f1 ;;:>, ; ~,~ . ~ N~) ~,. , .,.:. '\y SP1 Nailing Profile ~. 0 1311Od ~l 'NWlS EACH SI OF STUD Patent No. 4,480,941 Typical SP1 Installation Typical SP4 Installation Anchors Double Top Plate to Stud (SP6 and SPB similar) ~8it1D `~ ~ o mo 5t6 lSP2 6~) m /f ® II® II o m ~„ / 3~ I 1~ SP1 r~ Copyright 1993 SIMPSON STRONG•TIE COMPANY. INC. 53 Typical SP2 Instalistlon StrongTie CONNECiDR8 ~" )b iK) (ItioR.r) Pa1R OPT '~ ~BLE `~ 0 A O !. ®'- 4 ° HI( ~, • • H10 5 "~ (H10R similar) ® ~ HER m ~ HOIES .~ m ~~ ® \ ~ ~ e • . i I~v 2 2,, z (~"~ o c H4 0 i° 3~ ~0e H4 ® ~4 ~~ Patent Na. e 4,714,372 t" ~Ze I}-~ ~. ° '. Patent Nos. .~' 1,291,996, 4,480,941; 4 Canada Patent 1,193,418; other Patent Pending •i T 1~ 9~b~ 3}. 1y~ 1 • I~ • • I 4;• • ~ 8~" o c • 2~- ° H5 o ~ 0 1t~ Patent No. 4,714,372 H2 ~l~s~ 0 ° N • • ° ) ~+ ~•~ ~ • 0 2~ ° ° 0 H2.5 ° N' • ,f ° ( H3 1~ a1' • m • la~~ • 0 ~~/~ I~ 52 20;" 7~" 5~ T~ ~~ • • 0 • j,~ SEISMIC AND t"i HURR/CANE T/ES Newl The H10 and H10R (for rough sized members) provide excellent uplift and lateral load resistance parallel and perpendicular to the top plates. Optional positive angle nailing, with 8d common nails installed in double shear, connects shear blocking to rafter. Double shear Waiting, with nails driven at an angle through two members, distributes the toad through two points on each nail for greater strength. Slot allows field-bending to accommodate shear blocking angle-bend one time only. Designed to provide wind and seismic ties for trusses and rafters, this versatile Ilne may be used for general tie purposes, strongback attachments, and as all-purpose ties where one member crosses another. The H4 and H5 hurricane ties have unique shapes that require fewer nails. The designs allow for Installation on the inside of the member without Interfering with the drywall, or on the outside of the member without interfering with the sheathing material. The HS is designed to tie the top two wall plates to the rafter. The versatile H6 and H7 hurricane ices are designed and tested for high load capacity. Use to attach studs, joists, trusses, plates, and other wood structural elements; see illustrations. MATERIAL: See table FINISH: Galvanized. Selected products available in stainless steel or Z-MAX coating; see Corrosion Resistant Connectors. INSTALLATION: ^ Use all specified fasteners. See General Notes. ^ The H1 can be installed with flanges facing outwards (reverse of Illustration ~1). When installed inside a wall, a birdsmouth cut is required. ^ H2.5, H3, H4, and H5 ties are shipped in equal quantities of separate rights and lefts. • The H7 must be bent over and around the other side of the top wood member. A minimum of four 8d nails into the truss must be used, including two into the side of the truss at the end of the strap. CODE NUMBERS: BOCA, ICBO, SBCCI Nos. NER-422 and NER-393; Dade County, FL Nos. 89-0131.1 and 90-0914.2; City of L.A. No. RR 22086. pical H4 S ud to Bottom Plats (H2.5 application similar) (see footnote 3) ~ Copyright 1993 SIMPSON H4 Installation STRONG-TIE COMPANY, INC. Stro~~ggTie coN~€eroas e a h o ~ s 2~i ~ ~ ~~ - o A34 Speed Prong for Easier and Faster lnstaliatlon 4~ 0 o S MroPnS$~ " A3oF o~ 0 0 A35F •-li6 ~1 6" A341A35 FRAMING ANCHORS f o ° The A35 anchor's exclusive bending slot allows instant, accurate • t~ 3.. ~ field bends for all two- and three-way ties. Balanced, completely reversible p ~ ~° design permits the A35 to secure a great variety of connections. aZ MATERIAL: 18 gauge FINISH: Galvanized. Selected products available in stainless steel or ® IN~ 8 Z-MAX coating; see Corrosion-Resistant Connectors. END ~ 1N B ,~ ®. 0 h N ~ INSTA • ^ - - ' " ails. E ~ p ~~ ^ A35 and A35F-Use 12-Sdx1'/2" nails. ' " ° ° • A35-Use 8-8dx1 /z nails for Conn Ion types A,, E, and C,. e ° ^ Use all specified fasteners. See General Notes. p P CODE NUMBERS: BOCA, ICBO, SBCCI No. NER-413, except load J for `~ A35 A35F. Dade County, FL No. 89-0131.1. City of L.A. No. RR 22088. U o ~ i 2~ 0 0 o u r""'\ o O Jolsta to Plate A leg Inside U Beams to Posts A and B Legs Outside 1F1 lu Fi A34 1 MODEL TYPE OF DIRECTION ALLOWABLE LOADS N0. CONNECTION OF LOAD FLOOR (100) ROOF (125) A34 O F, 345 365 Fz 280 280 A, E 255 320 0 Ci 170 170 Az 255 320 A35 3Q C2 255 315 D FI 450 450 z A35F ~ G 500 500 J 265 265 1. Allowable loads are for one anchor. When anchors are installed on each side of the joist, the minimum joist thickness is 3' 2. Roof loads are 125% of floor loads unless limited by other criteria. floor loads may be adjusted for other load durations according to the code, provided they do not exceed those in the roof column. 3. Some illustrations show connections that could cause cross-grain tension or bending o1 the wood during loading if not reinforced suNiclently. In this case, mechanical reinforcement should De considered. a O Typical A35F Installation to ansfer Shear Forces 0 Studs to Plate B Leg Outside O5 Joists to Beams ~~ . °~~ ~ O CopyripAt 1993 SIMPSON STRONG-TIE COMPANY, INC. l~ Chimney Framing StrongTie CONNECTQR9 Convenient Carry Carton to Store, Transport, and Use Uu every other nail hole in a row to provide the code required minimum center~to center spacing for nails colrairr-~fi~~. 4~r0 . Cua~" ~hU ~ - ...~,.,",,,.,r , «,.."~.° I~,~:::~.` . COILED C STRAPS Newt Popular 18 gauge strap Is available in 100' rolls-specify CS200S. Continuous utility straps can be cut to length on the Job site. Packaged in e lightweight (about 40 pounds), portable 2' square carton. MATERIAL: See table FINISH: Galvanized. Selected products available in Z-MAX; see Corrosion Resistant Connectors. INSTALLATION: ^ Use all specified fasteners (see illustration). See General Notes. ^ Wood shrinkage after strap installation across horizontal wood members may cause strap to buckle outward. ^ Refer to the applicable code for minimum nail penetration and minimum wood edge and end distances. ^ The table shows the maximum allowable loads and the nails required to obtain them. Fewer nails may be used; reduce the allowable load by the code lateral load for each nail subtracted from each end. ICBO, and SBCCI No. NER-413. Typical cs~ Installation as a Floor-to•Floor Tie ~~ 2. 133°h value may be used for wind or earthquake loading. CS150 typical Kole Pattern ~} .~ SAIHSA CONNECTORS A high value cross-member seismic tie used as a horizontal tie across intervening members. Allowable loads include athree-times safety factor proven by code performance ttists. MATERIAL: See table ~- ~ Lei --~I 8. ~. .~ .~ h"--- ~z SA .. ---- .....__.. TyP1oa13A • • ~---3> • Installation with Saddle Hanger MODEL NO. MATL TOTAL LENGTH END LENGTH CUT LENGTH TOTAL FASTENERS ALLOWABLE LOADS (100)t (133)z ' 13" clear an + 26" '26-8d 1235 1650 CS150 16 ga 150 100' 8 9'/z" clear an + 19" ~ 20-8d 950 1270 CS200 18 ga 200' 9" clear an + 18". 18- 950 1270 ' S250 20 ga 250 7" clears an + 1 14-tOd 750 1005 ' ~" clear an + 14" 14-Bd 620 825 CS300 22 ga 300 5 /a" clear an + 11" 12-10d 820 825 Allowable loads 100°k value is the maximum steel ca acity and may not be Increased for other load durations except as otherwise indicated FINISH: SA36-galvanized, all others Simpson gray paint INSTALLATION: • Use all specified fasteners. See General Notes. ^ May not be suitable for use in floor diaphragms due to their protrusbn above the beams. CODE NUMBERS: BOCA, ICBO, SBCCI No. NER-413; Dade County, FL No. 89-0131.4; Ciry of L.A. No. RR 24948. MODEL STRAP DIMENSIONS FASTENERS (TOTAL) MAX ALLOWABLE HORIZONTAL LOADS (133) NO. SECTION Lt Lz NAILS 80LTS NAILS BOLTS A34 7 a x 2/ 4 9 4- / 3800 SA38 12 a x 2'/ 36 9 22.18d 4• 1900 1900 HSA32 3 a x 3 32 9 2-s/~ 2580 HSA41 3 a x 3 41 9 4• / 5150 HSA50 3 a x 3 50 9 6-3/, 6400 HSA59 3 a x 3 59 9 - 8- / - 00 HSA68 3 ga x 3Yz 68 9 - 10-3i~ - 11000 1. Allowable loads have been Increased for wind or earthquake loading with no further increase allowed. 2. Allowable loads assume a restrained member of 3'/i"'minimum thickness with twits in single shear. 48 ~~ Copyright 1993 SIMPSON STRONG-TIE COMPANY, INC. 3. Bolt and nail values may not be combined. - • PAIPAHDIMP~#-HDIHF/1#HD SERIES • HOtDOWNS ® See pale 13 for loads and .~ 2~ )-- other ~nsta/lation information. .~ ~~I O• I N N 24%" 8 ®. __ ' .o' -~ a~ j~ ~ ~ a ~~ M qNp 16~, , 6'4 o' A variety of wood-to•concrete connectors that satisfy engineering and code .' requirements. Allowable loads include a tested three-times safety factor in ' • • concrete. One-piece design; no separate anchors required. The required embedment is less than for the HD series. ,o .' ~~ MATERIAL: 2'/,e" x HPA-10 gauge; all others-12 gauge • • ~ ~ FINISH: Galvanized. Selected products available in Z-MAX coating; o' see Corrosion Resistant Connectors. ') r1;,,- INSTALLATION: ^ Use all specified fasteners. See General Notes. • • Where (ewer fasteners are used in the structural wood member, •o' reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumber less than 3'/z" wide. To lessen splitting of 3x's or double 2x's, either fill every nail hole with Z 1t>dx1'/z" nails or till every other nail hole with 16d commons. Reduce ~ - the allowable load based on the size and quantity of fasteners used. ^ Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists within the embedment depth between T the slab and foundation wail or footing beneath, unless provisions are Ir made to transfer the load, or the slab is designed to resist the load imposed by the anchor; 14~, o (b) slabs are poured over concrete block foundation walls; or ~~ (c) the members being anchored are less than 3'/z" wide. ^ To get the full table load, the minimum center-to•center spacing is twice n the embedment depth when resisting tension load at the same time. HPAHD22 HPAHD22-2P (MPAHD Similar) sEND AounaNAL srRAP OVER TOP OR cur o~ _ _ oousu Z° r S~- PA51 (PA68 Similar) FOUNDATION CORNERS: Nail and bolt quantities have been reduced when the load is limited by tested concrete pullout strength (fill holes from top down); additional nail holes need not be filled. Nail and bolt quantities may be reduced further for less than 9" corner distance design loads-use code allowable loads for fasteners used in shear. TWO-POUR SYSTEMS: When a cold joint exists between slab and foundation, the holdown will be lower on the stud wall since the embedded portion of the holdown must be in the foundation (see table footnote 1 on page 13 for exception). Fewer fasteners are used, reducing allowable loads. Loads are calculated using a 4" slab over 8" and 10" foundation walls. PA51, PA68 FOUNDATION STRAPS: • Designed for foundation to double 2x10 band joists and crawl space floor system connections in high wind or earthquake resistant construction (see illustration). PAHD, MPAHD, HPAHD HOEDOWNS: ^ Designed to be installed at the edge of concrete. Tests determined the pullout strength with one horizontal #4 rebar in the shear cone. PAHD42: Install before pouring concrete by nailing to the form, or insert into wet concrete after the pour. MPAHD, HPAHD22, HPAHD22-2P: Pre-bent to control the embedment at the required angle; field-bending is not necessary. Installation holes allow nailing to the form, resulting in 1"deeper embedment; see illustration. The MPAHD has one extra bolt hole. OPTIONS AVAILABLE: ^ See also FAS TIE'", HDA Holdowns, LT7 and MTT Tension Ties. CODE NUMBERS: BOLA, ICBO, SBCCI Nos. NER•393 and NER-469. typical PAHD42 Before Concrete Pour MODEL MINIMUM ALLOWABLE NO. LENt3TH EMBEDMENT FASTENERS LOADS PA51 51 4 9-t6d 1620 i. Loads have been increased 33% for wind or earthquake loading with no further Increase allowed. 2. 160 sinkers (9 a x 3'h") or tOd commons may be substlluted for specified 16d commons at r/e of table loads. 3. Optional fastener holes provided. Calculate loads according to the code up to a maximum of 3575 lbs. Minimum embedment is 4"; 5" to the nearestedge. K~ Copyright 1993 SIMPSON STRONG•TIE COMPANY, INC. ~~~ jkk tl ~ r 1 ~ ~ ._._~- ___.~ _._ t ..j i i i ~ _. R DOLE J. KELLEY, JR., P.E. . Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~'K~ CALCULATED BY GG ~- DATE ~I ~ ~ ~ 3 JOB NO. CHECKED BY DATE SUBJECTT©t~6E~ ~PFS~ aC'~J C.'F SKETCH NO. __ SCALE .... d __ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY C'`"' CHECKED BY SKETCH NO. DATE 1 I (` ~~ DATE SCALE JOB TITLE `~ fin' ~ 1~ .~-+ JOB NO. SUBJECT 1 ~1.~.5~ R~IQQI~GE SH~Q OF Vt~1~1'LIAC. ~OT~ r ~l /v~ tLh,p (.14-v1 ~t "b C"`'~4/ut'~ Mil- .L3~" 5t9$STr,TJ'r~"t~ $E1R w! ~ ~ LSE S 1(A IJ VE'RI ~1 G1~1T1 O rJ ' i Rt`~4 ,;~ ~.;- 5 '~.~. ~. :s "' ~~ ~o~- ~nptl.WH ~1 G1~4 µ1JEy STJ~ 'r , C ~I ~ N ~.1r~/ S~ l~+c~' Ar~~q ~ t l~ 3' = 3~ s a T"mTRt~ vJ~au 1.b~1j5 0 ' 33g~ ~(, 53 ~c~3,Ps~ = 17 "TQ l~Os ~ ~ o~v . I~"to r,b.5 ~ ~ni< = 1?-rolls ~ z °~ 735Flr'-ll~s Q ~ ; - iI - (I b $Zo ~v-ire _!~''aw.ua 2Xfo ' SruV ~ °15aaN -iIS SAP ao~Z~ N0 ~ '~TUOg = ~~w ~ $ZC ': tZ.3 iacg X15 0 ~ l~'E t~ ok 7~~AFtlnpC~wl. 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DATE (( ~ G ~'~ DATE SCALE JOB TITLE `~ L~ ~ JOB NO. SUBJECT ~~+clSE'L~ r~C.~li?tsr"~GE SH ~ OF ~-Xl/'(~ `21 OrG~ v ', a . _ E's~c.rl t la~rq~.t.. '5~~36i..~' 2'X(o` 3p~5 Ztt~~°f 1 Gcn,a ./ ~ :: UAL 'Q~T1~pJSE ~} P`M ~~fra . ,. ~~~-~ (~fJQ ~l~ SS. Lam. R1AG.~1l.~(~ • ti ~aF s a~u~w~ ~~AVd~L- K ati w 3-1104 R~~ (+> q~ ', s ~ E'AGF4 ~~J~tC1.6fGTto~1 <~1P~~ d'14, S~oE,sF1 x ~1'r'-10~bE: WAIL ~-A6C.L~' I ~1J~ t I ~SPIRGES M1~.1. $ . -~-~o~ ~ aor.u O F Tn.~ 4S f I SaFr= ~r' ~~ ~ I~oa~Ta~-+TA ~, Z tic 4 g2gce p d$~~ e~ ~G, ~~ 3-{C. cQ , ~q~~s ~ ~4c.F1 Tl~ren•SEcr~ohl ~: ~ ~ ~ , C ~`4'PGS, ~'AG~ SIDE' O~ p~.rr~Olls+c ~iALlr) s s 3~1w,~~ ~ l5rl.lbb(u~-«, _ 4~zx'~s~AC.~s = I,~~`bll•s c~ _ k CoiuFn~~s~ ~,~tic~~a ' 85al3ibXI~S I(o3l~a~: a~./ an~~.~~w ao-r ~ coaccr~ .Qu ~ z'-o~~ oK~ DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE FLORIDA `/ , JOB TITLE ~~ --t ~'`~ CALCULATED BY ~~ DATE ~~ L 93 JOB NO. CHECKED BY DATE SUBJECT '~~bt~se•~/ R17~S 1 DG; ~1IGC`` SKETCH NO. SCALE SH~ OF _ _ %~ It.t> ~ oo ~,.' ,r G--~ v ' b ~P~4rJ ~d t' -^-4 -H c. ~~ ~o•~-r / / ~'r rc. N~ 1~~''~ ~~ G~irZ~"S: V~E'd STi FrE'~~S Ar~ ~~1'~S 2 /3~ o= 14 0 o w ~/ ~~rr-~oc~SC ~j~4r~t 5 hy,~ W Fi. n.. ~~10~' vo I 1 ` !z ~` ~z R~ iZ~ { ~~~ ' z / ,-2,s~ ~~,o\ ~, ~SPSF = ~5 is ~bs~~F V~-~ ~d~ ~ 5 5 P~F, .. I ~~ =''~~. ' 551 I bd`~r- t 55Ps~~ ~' ~ l • Z "' ~ O ~ I bb fir=" , t ~A-1 ' d LE:~T u~ = 8811~st~~_ _ r :~ y c8l Iba~~-= ~ ~~ , 7b4S lbs. ~ ~ } R~. ~G ~ ~ ~ SELCC7" ~~c 3'2 ~i~ /lo~~ ~~in,r9u~r~/ off. ~lr~am ~~w! ~~--wt D >ntlo~{r. tc9 = $g / /~ ~ F , / w lS t/3 / /5 ~ 6~°,So°/3 A4 ~ ~~+ ~~"~R'T /~~ .3~2 i~~ lb ~^ ~i',r2+lcl.Awl a~ ~~GK.~~ .A-ry ~~act-~ ~ ~'1 DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer `/~~~ JACKSONVILLE, FLORIDA JOB TITLE CALCULATED BY C~-k- DATE ~ ~ ~3 JOB NO. CHECKED BY DATE SUBJECT TOcI~jG'~ ~'E~'v/D6rl'1C~ SKETCH NO. SCALE SH~ OF, e ~I ~ I ~ ~, i G ~ I ( ~ ~ r ~ 70 ~ S Lly Z y~ 1~l,,;~x 4r,eu ~ x _ _. 4i,ox I'~tCOU ~,_~~ S~,,L ~~D" 19 --- 'A 13 14 ~ ~ ~ '~ I ie~ J \~ ~ ~ 1 ~5, ~ 4 ~ ~r . ~ • 2 ~ Q +~ 9 ~' ' I ~ ~ 1 p.. a ~- (S Q ~D CoWN~ ~jb1 v ,. ~ . ~ _ w 8 5ewt, Z'+4 C Q c~9H >~ gse.ow me~M ' ~ '' _ I pArtAt,l +~ISl41t 1` M I t I *>tt~ 1~ N~ lox j q~.qx t a ' . - ,. ~ ~ ~ ~ • ~ ~ ~ ~ as 4 i ~ ~ r ' ~ r ( ~ ~ ~° , y. . . . _ _ - ~ ~ ~-Au, N 01993 J ~~ cy-~.T ~ ~ ~C7~ ~l `~ '~ _ -- ! { C,~,µ u _ ,~ Mpg TyTtE JOB NQ' KE`LEY~ gyp,, p.E• ~ ~ pOLE 3• Structural E~g~neer "'~' E ~_ sH. °F Consulting ° ~~ susJECT ~ VII.I.E, FLORIDA ~f ~ DATE JACI(SON CAt-GULATEp SY pATE~----"`"`_ SGALE~----"' GHEG-~p 6Y U ~ SKETGH r'to' - ~ X xa ~, tf4 -r, S t T.4. t% g ><bx /d. f 4 ~w '. `Y~+ V ~ 5 x'~h T ~~ 1~ t ~~ ~ s .• Q' 4 ~.. `~ j 1 !D ~r 9, ~'' z? ~~t tz- t " '- J ' Z r7 '. . :S'C~7p<. 4 y~ ,. ~J ~ r -. ,,, `1 .i ! ,, t " + M ~ 5 a 4'ly ~ rr~tBE~ T7c.A'~ L ~ r ~' 3 ' ~1 ~~- GEw~~ ~ A s DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA JOB TITLE ~hwt CALCULATED BY GG~ DATE ~Z ~ ~3 JOB NO. CHECKED BY DATE SUBJECT TQU~ ~cS ~ D ~"-J G~ SKETCH NO. .~~,<, .. i ~ SCALE _ . .« _ _ .a...~ .,~~., _. __.,.x . , .. .~.~- ~- .~~ :.~._ wM I SH ~S OF ~ _ __. _. __ 1 ~ ~ ~ 1 ,_ ( i ~ f . _ _ .. i, ~ ~ i ~ I , _.. ~ __ I , .. , ~ , f ~ ~ j i f _., ,_._.. r_ i , _~ __ _ IC i ~ ` ` _ ._ _~ __ I .._ ~I _ _ ~ _ s t ~ ; . /~ ~ ` ~ i _ ,. ~ _. f ~ ~ _ _~ . ~ ,- ` _. .__ __ ~ i ~ t r t _ e ' _ _ - ~ I i ~ ; ,, ., . _ _ ' . i __ ~ ~ I.. f :.... ,. ....__ .... . :.. , ~ i ~ { i _. __ 4 ~ ~ ' _ _ 1 . . i ! ~ i ... h i __ ~_ _ ~ i _ ~ I i . ~ ~ _ .~, .._. .... , - , ...._ ~ i i -. _..i. ___. ~Ut~l. __ ~T: i _ __ ~ ( ~ ~ ~._ I ~ . ' . _ ~___~.. t ~ ~ ' 4 ~ ~ ~ , _. __ ~ i i ~ ~ ,_ ._ ~~ _ f r I j ~ F ____..._ __ ~ ____ _ I _._._I ._- _ __~_. ~ ~ ~~~ G~ ~u~~1-~ _._ ~ ~ ~~-~ , _ __ ~_ _ ~ _ E -- ~~~~ ~ r-_, _ j.... i ~ ~ ~ ~ ..... i _........ ` ~ ~ i ' ~.. i _ `_~ i ~ I i ~ 1 __._. I ~ ~. L 1_._ i _ I_ I ~_ _ 1 - - i __~ ~..__. i ~~--~; ~a~oTr'vr-~I t~AT~ + i I FE~-1.: ~ ~ ~ , a r r +~ #,~~~ .+: '.aa Yy;' ~'~ ''N ,m ,ya ~4 i ! ~ !''~~ ' Y, if a '. 1 -1.00 Y STRUCTURAL TUBING x x Rectangular Dimensions and properties Y Dimensions Properties" ominal' Wall Weight X-X Axis Y-Y Axis Size' Thickness per Ft Area /x ~ ZX r, fY ~ ~ -y J In. In. Lb. in.2 In!' in.3 In.' In. In.' In.9 In. In. {n. 10x2 0.3750 'le 27.48 8.08 75.4 15.1 21.5 3.08 4.65 4.85 6.05 0.775 16.5 0.3125 44e 23.34 6.86 66.1 13.2 18.5. 3.10 4.42 4.42 5.33 0.802 14.9 0.2500 '/. 19.02 5.59 55.5 11.1 15.4 3,15 3.85 3.85 4.50 0.830 12.8 0,1875 'Yie 14,53 4.27 43.7 8.74 11.9 3.20 3.14 3.14 3.56 0.858 10.3 9x7 0.6250 ale 59.32 17,4 183 40.6 51.0 3.24 123 35.1 42.8 2.66 248 0.5625 ells 54.17 15.9 170 37.9 47.1 3.27 115 32.8 39.5 2.69 229 0.5000 '!z 48.85 14.4 157 34.8 42.9 3.30 106 30.2 36.1 2.71 209 0,3750 'Ye 37,69 11.1 126 27.9 33.8 3.37 85.1 24.3 28.4 2.77 164 0.3125 e/ie 31.84 9.38 108 24.0 28.8 3.40 73.5 21.0 24.3 2.80 140 0.2500 '/. 25.82 7.59 89.4 19.9 23.8 3.43 80.8 17.4 19.9 2.83 114 0.1875 '!ie 19.63 5.77 69.2 15.4 18.1 3.46 47,2_ 13.5 15.3 2.88 87.7 9x8 0,6250 4~e 55.06 162 161 35.8 45.8 3,15 84.5 18.2 34.4 2.28 189 0.5625 e/,e 50.34 14.8 150 33.4 42.3 3.19 79.2 26,5 31.9 2.31 175 0.5000 '/e 45.45 13.4 139 30,8 38.7 3.22 73.2 24.4 29.1 2.34 160 0.3750 3'i 35.13 i0,3 1i2 24,8 30,8 3.29 59.4 19.8 23.1 2.40 127 0.3125 el,e 29.72 8.73 98.4 21.4 28.1 3.32 51.4 17,1 19.8 2.43 108 0.2500 '/. 24.12 7,09 79.8 17.7 21.4 3.38 42.7 14,2 16.2 2.46 88.8 0.1875 3'ie 18.35 5.39 61.9 13.8 16,5 3.39 33.3 11.1 12.5 2.48 88.2 x5 0.5625 e/ie 48.51 13.7 130 29.0 37.8 3.09 50.9 20.4 24,7 1.93 126 0.5000 '/e 42.05 12.4 121 26.8 34,4 3.12 47.4 16.9 22.7 1.98 115 0.3750 ~e 32.58 9.58 97.8 21.7 27.3 3.20 38.8 15.5 18.1 2.01 92.2 8. 23.4 3.23 33.8 13.5 15.6 2.04 79.2 '-~ .2 '/. 22.42 6.59 70.3 15.6. 19.3 3,27 28.2 11.3 12.8 0.1675 'Yie 17.08 5.02 54.7 12,1 14.8 ,30 8.84 2.10 9x3 0.5000 '/e 35.24 10.4 84.4 18.8 25.9 2.86 13.7 9.t 1 11.3 1.15 41.6 0.3750 'Ye 27.48 8.08 69.9 15.5 20,9 2.94 11.7 7.79 9.29 1.20 34.9 0.3125 45e 23,34 8,86 81.0 13.8 18,0 2.98 10.4 8.92 8.08 1.23 30.5 0.2500 '/. 19,02 5.59 51.1 11,4 14.9 3.02 8,84 5.90 8.73 1.28 25.6 0.1875 'le 14,53 4.27 40.1 8.91 11.5 3,08 7.08 4.70 5.26 1.29 20.1 'Outside d{mansions across slat sides. •"Properties are based upon a nominal outside corner radius equal to two times the wall thickness. AMERICAN INSTITUTE OF STEEL CONSTRUCTION Dig Size T In. 8x6 0.: 0.; 0.: 8x4 8x3 8x2 C 7x5 'Outsil "Props ~ thickn 1 w DOLE J. KELLEY JR., P.E. Consulting Structural Engineer .s! t ., V _ ~ `+ , ~ :~ .~ , ~~ M .~~~ a~ ~ ~ ~ 'F, .,, :..- ' _,. .~ ,~~ '.1 A ,~ 1` ^i, ,; ~• ... 1 rte. ~ r ~ ~ Z..G~+Ny~, t- ' Y ~ Z~ ~ ~~, ~~•! y • ~~ G ', ~ o .G. ' 'C 'tr Cad ' ~ 'a ~ $ ~ ~ • c,~1' , ~~ ~" ~ ..~, , ~. r ~ ~ ~ , 1 ~ (t \ ~ ~ 4 ', .~1. ! ~.~' kr ~ 't ty, F G ~• ` " 4 ~ ,*~ , ,, ~ ,r; ,. ~ ~ : t ~ ~ '~ ,~ t , i ~ ^ d DOLE J. KELLEY, JR., P.E. Consulting Structural Engineer JACKSONVILLE, FLORIDA CALCULATED BY G G k- DATE ~~ .? Z ~3 CHECKED BY DATE SKETCH NO. 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