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BCP2010-04016
lL y } °~e~ __ r Development & Neighborhood Services Department 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 Telephone: (727) 562-4567 Fax: (727) 562-4576 www. myclearwater.com LDING PERMIT APPLICATION PARCEL NUMBER O? l~l 1(P / 9 ~rlcSrJ l~l '~~ PROJECT/JOB NAME PROJECT LOCATION PROJECT ADDRESS utOS~ C~ ~1'YL ~~ ZIP 331 S BUSINESS NAME PHONE LEGAL DESCRIPTION OF PROPERTY VQ,{'' ~- PROPERTYOWNERNAME~ ~ r~r ~' , `~' M,~tl[' ((x ~t`~~11,1~. PROPERTY _ n ti ~ /~ , ~ ~~ OWNER ~ ADDRESS (~ ~ G m (must have phone ~~ // CITY Ll~Q.GU.(.tX.i~Lt STATE ~/. ZIP 7 number) PHONE ~a~ 7 `~c30 - ~~ / FAX NAME ARCHITECT/ ENGINEER CONTRACTOR (please print clearly) ADDRE CITY f~/YI /YQ}~L(~DrC STATE ~~ ZIP ~`t'l0~ PHONE ~v~~'• ~7.3 -' ~~(P 9 FAX ~aZ ~ - fTlP7- CS~~~S~ E-mail: O ', Office Only NAME OFCOMPAI1NY ~QI~~S/1p/N ~iCS~iM C.o~~Ya.c~ii~a LIC.HOLDER [yQ.fz~ 'NQYtShoZn PHONE ~t3-(vim-C~~./ ADDRESS $x'13 l/8/ffu.r.~.. C~.¢. FAX ~/~ "boa-(p ~a`~lf`- CITY STATE ~ ZIP ~33L~37 STATE LICENSE # L'am' / aJ(n ~Lo 9 PCCLB # Z L'EjC /a5[o 9 Contractor E-mail: ~u~-'Y1(~^1 [1x1 ~q+X a OiN n _ (y,(~~ Contact for this project a-mail: EXISTING BUILDING USE PROPOSED BUILDING USE GENERAL NUMBER OF STORIES BUILDING HEIGHT PROPERTY CONSTRUCTION TYPE: I II III IV V VI; P OR U _ INFORMATION SQUARE FOOTAGE: LIVING NUMBER OF UNITS COMMERCIAL GARAGE/CARPORT OTHER TOTAL f 9 PLEASEF/LL OUTBACKPAGE-APPL/CAT/O/VMUST BE COMPLETE Office Only IF FAX PERMIT, PLEASE ENTER PROPERTY ADDRESS HERE: PROJECT DESCRIPTION: i fi~ ` ~ MAY 0 3 2010 ' i ~f;~~ ~ ~_ V ITz~....~ ~,...~.,i..~A.~il~_Y -1 NATURE OF WORK (CHECK ALL THAT APPLY) C'BUILDING MECHANICAL CjROOFING LLANDSCAPING TRAFFIC OPERATIONS ~~~ELECTRIC ~ GAS ~~ENGINEERING IUT.ILITIES ~~CLEARING & GRUBBING ~_.., / ~~ /~-> PLUMBING FIRE BLAND RESOURCES 'NEAR WETLANDS OTHER TYPE OF WORK: ANEW I~.ADDITION ~jREMODEL ~~REPAIR I.DEMOLITION MOTHER VALUATION: $ o'~LD~ (THIS MUST BE FILLED IN, PLEASE PRINT CLEARLY) BOARD REVIEW REQUIRED: .., DRC DATE: CASE (circle one): FL OR FLS # i„~CDB DATE: e.IAPPROVED ~a~~~DENIED Anyone planning to do excavation work, must notify the one-call "CALL SUNSHINE" Notification Center at 1-800-432-4770 prior to any excavation work being done, in order to prevent underground damage. Federal D.O.T. Regulation Part 192, Sections 192.614 and 192.707. Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. CERTIFICATION: I HAVE COMPLIED WITH ALL THE FEDERAL, STATE AND LOCAL ASBESTOS REGULATIONS CONCERNING NOTIFICATION OF THE PROPER AUTHORITIES OF THE PROPOSED DEMOLITION AND RENOVATION PROJECTS. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I am aware of Florida and Federal Accessibility Codes, and I certify that I have met the requirements of both. I certify that, this application together with any plans submitted is accurate and represents all work being done at this time. All work will be done incompliance with all applicable laws regulating construction and zoning and if not I realize I am responsible for the removal of any construction in violation of these laws or regulations. Any deviation from information submitted, unless approved by the Building Official will render this permit null and void. IS THIS APPLICATION THE RESULT OF A STOP WORK ORDER OR NOTICE OF VIOLATION? YES NO ~~ws PAYMENT METHOD: I~ CASH CHECK 1~_3 CREDIT CARD - If paying by credit card include authorization form. Signature of License Ho/derORAuthonzed Personnel Date "i ~ ~u~rta. (c~~'ta h /ease Print Name Here /Title in Firm or Homeowner I#: 2010119357 BK: 16902 PG: 499, 05/03/2010 at 10:30 AM, RECORDING 1 PAGES $l0 s 00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL,TBY cDEP~JTY-r CLERK_:\y, r,._, CLKDM03 r t, I hereby certify Ih i ~ i~ a +r! ; _ _ _ - J ~--- ~ ' s t N07'1 CL Ole CU11'I1V1 LNCI+ 119L1V 1' = , y~.,, '" ,. ~ a>py as recorded in th,. n.t .,..~ ~ --. , ~~ e. i ~ i~inellas County. ._ Pcnnit No. ~ ~ ,, w ~ KEN BUti<< ~' GlertcotCirow w ~-~~~ 'tax polio No. D?' Z9 ~ .. ' I R ~?S7- Gbo -0020 ,,, Deputy Clerk. TI-IL UNDL1lSICN1iD hereby dives police lh:d impruventenls will be made to ca"lain rea Ixuperly, and in acevr(lance with Scelion 7!3.13 of the Plurida Slalulcs, the fulluwiub inlbruratiun is provided in this NU'1'ICL UI' CUP111•ll?NCl;R9GN"I'. LDescriptiou ofproperty (leT;al description): (/Gt--s; a) Slrcel (jub) Address: qDS' ~~,tr-(~, _ L ,~....+-... GI- 337[v5 _ sacra cscripliou of improvcmcnls: ~'r_i• n .~ ..1.2,..x. 3.Owucr Iufonuatio^ -- r---------'------------"-------_..__--._..-.-- a) Nanre and address: N'/~ ~~~ ~ - ~•ri ~j~~~p~!~~r~p,~ ~~~~~~~ b) Namc and address of fee simple tillchuldcr (i!'vlhcr lhau v1 per) c) luterest in property' _ •- -------`"------- ----_ 4.Contraclor lufvnnativn ~ -- ~-------...--.-- -----_---- a) Namc and address: _~ ~3 Q~~ct,t/~~~,,c,~-(?~ ~~l1~Lyj~ "}--~, `~ 3 ~, i'~~ .,~ ~ -- --t~ - ------ b) Telcphoac No.: ~ ( _ Pax No, (Opt.) ~ 1?~-(0~.4. _~-~ `~ •---_- S.Sutcly Liforuuzlion ..._..,._.~ r,.._..-__.........._,_x..~; a) Namc and address: ~~~~ 1 (' '' ^~ "~ ; c Telc hone No.: ""`°"'°~~-'-?-'---- P pax No. ! ~.!~~~---------------;! `+ . ,, G.Lcnder `' MAY 0 3 2010 ~ ~ a) Namc and address: ~ ~--- ' ;' i i i ~ - - --- 7. Identity of person within Urc State of ~1 nda designalcd by owner upon whom uvlic sir(Sf~i~{tdl;(3(1j~i>~~~{~[~ri~l~}'?~ a) Namc and address: ~~- b) 'I'elcplroue No.: pax No. M~......_....__.....~......~...,._._..~_,._ - 8.[^ addition to Irin>sclf, owner designates (he following person to receive a cupy of lire Licuor's Nvlice as providccl iu Srctiun 713.I3(1)(b), Florida Slalulcs: a) Namc and address: ~,(~-_ b) "1'elcphonc No.: _ _ ~__ i~ax No. O >t. -- __-- --------------- -- _...._-..--- ( I ) -------- 9.Lxpirativu dale of Notice of Conuncnceurcnl (lhc expiraliuo dale is une Jear front the dale of recur Jiug unless a (liffereul dale ;s Sp~~;red): -- ~VAIZNING '1'O O11'NEK: ANY t'AYA~lEN'1'S AIAllF, 131' 7'lll~, O11'NE11; A1~ 1'LI('1'lIL Ltl'II(A'I'ION OI' '1'111; NO'1'll~'L (}I. COM111LNC1~;Mi?N'I' Alt!; CONS11)i;KI;U 111•II'RUI'I;IZ I'AYI1.11;N7'S 11NUIsR CIIAI''1'1?R 713, I'All"C I, SIsC"I'lUN 713.13, hLOIZIllA S'i'A'I'U'1'LS, ANU CAN R1;SU1,7' IN YUlllt I'Al'INC '1'11'ICIs hUIL 1~11'KOI'1sP11sN'1'S TO 1'UUK I'I(UI'l;lt~l'l . A NO1'ICL OF COMMGNC1;14ILN'I' 119US7' I11; RI;CUKUIsU ANU 1'US"I'1?U ON -1'IIF, JU13 Sl'1'I: BLhUI(Is'1111; FIRti~I' INSI'LC7'IUN. I1~ 1'UU IN"TENU'1'U Oll'I'AIN FINANCING, (:UNSUI;I' 1'Olllt LIsNUI"slt U!: AN A7"I'UKNIsT Illsh(Jltl? COt12hILNC-NG 1VU1(li Vlt IiLCU1(I)INC: 1'VUIt NU'I'1C1~; UI' (:OI1tt11LN(;EPIh;N'1'. s1"arevr• rt,ortlun CUUN 1-Y OF 1'In6l,1,nS 1 U. ~~~~~ 6 Si ~u orUwncr ur Uwncr's Aut „¢al Oflicer it ludl'arlncr%Alm,agcr - ---~- - "1'hc [urcgoing inslnuncnt was acluivwlcdged bcfurc pre th;s ,~_ day oh-~~ 2U L • ~~~~ ~~n~ as - -- -__.___-- - (IJ'pc of aulhurily, c.g. officer, Iruslec, atlorucy in fact) Cvr __ _ - (Iraurc of early c r half vl ~sas cxcculc~l). Personally Known-`/OK 1'roduccil lilcrltiticalivu Nu(ary Sil;na(ure /~~ --- ---1_JC.--- "Type of Iclattitication I'roduccd Naruc (prim) _ ~~~~~ , e.~ - Verification pwsuant to Scclion 92.525, I~lurrc.la Slalulcs, Uncicr penalties of pcljury, I d~•cl:uc that 1 I • ' rcaJ ll!c I~.uccuutt; an(i !h,rl the I:IC(S staled 111 It arC Irue lu the bcsl of my I<nowlalgr- arr(I belie!'. 1~UHM5/NUC,rv.J2W7 ~ Nobry Public State of Fbride ~" ~`7 ( ~ u Randall W Davenport Signan a ur Nrlwal Person Signi„g (in hnc ll Il).) ntr, v~ ------ +~ • My Commission DD907452 ~tph,~ F~pires07/24/2013 __ __ _ _ `~,~ N~~--- ---- ---- °~ N°` ~ HARTSHORN CE~S~°OIUI CONTRACTING a- P~~-cp~A,•r• ~+ ~+T/~y p~ 6~/~l ~+ Licenst~ ~# CFiCG6~659-- I'''~lpnyr~~ GIUST~JF~I ~~CL~~~~.~$ 8813 "Denture Cove 2857 Work Drive Tampa, FL '33637 Ft. Myers, FL 33916 Phone (813) 67_0-0931 Phone (239) 332-8043 Fax (813) 626-;5075 Fax (239) 332-8046 C7 ~ Z~i-Z~f(~ ,20 SOLD TO ' , ~ ~ ~r ~ ~ 0~~._~E'_ ~-{---- __ PHONE ~Z I - 23 `C~7 ~ ~ DATE --r --- CITY ZIP ADDRESS _ ~ C 12(:i~~ c,,-~>v T ZIP V C~ ~O`~~~d rr'~ RJ_---- --- - CITY INSIALLATION ADDRESS PROPERTY OWNER PROPERTY OWNER'S ADDRESS PHONE TERMS & FINANCE CITY -~ ZIP APPRO%. DELIVERY DATE _ -- ROOF: COLOR: WALL: , (~ COLOR: FLAT: GABLE: BUBBLE: DIVING DOME: MANSARD: BEAMS: COLUMNS: ALUMINUM ROOF: DOORS: CHAIR RAIL: 3tiji~ FLORIDA GLASS: KICKPLATE: GUTTERS: -sii S,,~Q,~ ~~CJ S WINDOWS: FRAME COLOR: ^ ._ ~~~~?L PERMIT: ~.~e~~etS l O. - LOT BLOCK SUBDIVISION V~n(^51-~y ES-I~~es -~-- RTM i ~~1~ _- COMMENTS l~~ I~ ~ ~C..~--~ ~~ I f . ." J `` lI I ). ~ f ~ ~T--I -.F. Q ~ ~ I ~ I~ ! ` ~ ~' I!! ll~+ 1 I i _ i ~ 1 .- i i ` ~ ~~ ~ T 1- f ~I ' i ~~~i~'~ 4 . 1 ( I I ~ I i I~~ ~~~~ I /c~ ~ ~ I _ +n C ~ ~ ~ ~ ~ I ~ I 1 1 - l . f ;, j~I I i ', rJ. I 1 j ~ ~ _ ~_ ~ - ` I ! ~ '~Ill l i - ~ i ~ '~~ ~ I m ~.1 _ ~ In I ~ ~~ ~ ` ~ ! ~ iQ~> = ! ~ __ ~_ o 4 J -_ _ _ _ _ ~ j ~ moo ~ j ~ ~~' I ~~ Q ~ ~ t - . . 1 _i~L._ ! _!._. W Nz m N ~# <n ca Q W m 0 ~~ z~ W c This proposal does not become a contract until accepted PRICES BASED ON B' HEIGHT UNLESS OYHERWISE NOTED. a W ~ and signed by an ofTicer dthe Contractor and if not ac• M cepted, any cash payment will be returned• Contractor ANY CHANGES AFTER FINAL MEASUREMENTS WILL BE CHARGED ACCORDIN Q ~ ~ '~ e=pressly reserves all contractor4 mechanics and MATERIAL AND WORKMANSHIP GUARANTEED FOR t YEAR ~ IW ~ ~ fV material man's lien which may be asserted under anly ALL C.O.D. JOBS -- 50% DEPOSIT REGIUIRED provisions d law to secure payment d the contrail price soil may assert end fi: the same ss a lien upon the real A survey sheet or a plot plan and complete legal descriptlor, property on which installation is made. Purchaser is required On all pool and patio enclosures agrees to supply electrical power at job Bite. "Section 501.025, Florida Statutes, (Consumer Protection) provides that "...the buyer has the right to cancel a home solicitation sale until midnight of the third business day aRer the day on which the buyer signs an agreement .. ' I/We have read the foregoing proposed contr ~ anct,,accept the sane on the terms and conditions printed above. ~ ~ •-~ i f Purchaser: ri.~~ ~ ~- " ~~ ~-=--_---~° ~~ate ~_ TNIS PRICE 18 BASED /! ON DIMENSIONS 8HOWN 12 0. „ -~ _-~~I e t~ T'~- IN THE ABOVE SKETCH. HCC Enclosures, Hy ~-J-- Y--~~~ ~----------------- See COnditians On reverse Sine CONTRACT PR 2 / DERO8ITT BAL. DUE •~ } t~l ,. ~ -3O, N LOT' 4 6 , COLLEGE MILL ESTA'II;S , P.B. 64, PG. 44 ~ t.INFL.A'IT1'GD I.,A[v[) PLAT BOU[~rDARY ~+~,2s L N003235 E ~,pO~t~~ 10' FL~vcE PY [~1AI1]'r1rrAr~lcc - FrraJO ---- .--...._ ._..~ F~ASEf lEra'r (PRIVATE) ~------~-- 4 _ 6' VT_NYL SUBDIVISION FI;NCG ~ _ _ ~'I to ~ G \ ~. ~ ~ \ FLOOD ZONE "X" PER FEMA LETTER OF MAP .REVISION ''i` CASE#10-04-1358A DATED .- ~'... .....~,_.;........: ' FEB. 18, 2010 PINT~,LL71S C~OUN i'Y 1~'LORI DA ° /.~1 ~ o + ~ ~,.;. tr..1 , ~ ~' ~', !.. ' ,';'. to ~:~./Z- # z.5+ wr ZL rn 1 U. 1' LCI' ?5, 1IIL~LCRFS`.I' ESTATES FIRST' ADDI'I'IOPJ PT3 63, I'G. 4F3 ~' vINYL SUBUiVIS:iO[~l FENCE: 15' U'['TLI'I`Y r',71J1:,~'1}-,N 1' PER O. R. [3(X?K 1 6 £3 4 9 PAGES 1764 aril 1765, PI[`]I~I~LAS COU['d`T'Y F`L~C}RI DA 4 0 • r '. BENCI IMARK : NORTH RIM OF ° M ~'' -,., ~ . SANITARY MANHOLE AT VARSI'T'Y ~ ONE STORY DRIVE & OBERLIN DRIVE. MASONRY iIOUSE ELEVATION = 30.57'. N.G.V.U. ~~ 90£3 pi9 ~ .~i ~s 9~ ~ !! N ~, 1~1 AV ~ t~ E ~ r=! ~ ~'~/ i r:. F~1~F - LOWES`T' FT~(XJIt FLf~-'V . - t~,~ FOR COi~C ~;atvlF~'~.IA~1,.Ev ~Y ~TI-rE ~.1~''~ ~ 31 .19'. w CLEARWr~TEFiANfaAf'~E:~UE3JEC'[' i~},~-I~ > _ -a ~„' M~'°~ u -,' ro.l' o `,~ERIFlCATI©~! !3'' ^! ~"Y't•SSF'E~"1'C1 R ~ 'o:i . ~o.o ,~?' "_ o v'3 ~ . . . r n .` ~ • .__ :j ~ r U' T LI`1'Y LIlSE~1F[dT .. ~~ - r ~ sac .-tA - . ~ .. ~~...-- ,-_ T . - ~ .. 4 ' WALK , s-.r 1 ~' ~ . ..t' .. -+ywtin ~- 3 - r r, _ ~ , f' ~, ~ ~ ~ . w~ l . fi ,R i°~ • ,.. 1 ~ ',,, 1 Ca1h[3 25,00> ~ ~p~ t-- 25,Ut~ ~-p5 N i ~ F,o PK ~~~:~ `~' EARL HAM DI~iVE.. Sv' u.o.~~]. (PUFjLIC) Q-° J Q R.t. F c ic.~« 1 C~ CC ~ CERTIFIED 'I'O: P'1/I ilOMi.S OF 'P71MP71, L,I_,C. [ T~'nRI[~G [3i1 CIS: r C%r•~"lOfr P[~OI?[:Rl'1" C (,p w M/I FINANCIAL CORPORA'PIUN LING OE'' LCYI'S 1 , ~ Z L3EING Q r' ~ ~ M/I TITLE AGQVCI', LTD., L,. C. APPR~='~ 59~ 14 rE. _ ~ > [r LAWYERS TI`L`LrE INSURANCE C'ORPORATIO[~l O w CITY OF CLEARINgTER ~'~ ' '~ ~"~ C g p ROBERT E. COUR`I'L1EY ~ MAI:ZGA C'OiJR`1'[VI;1' ~ ENGINEERING DEPARTMENT ~ ~ o ~ ~ QD~wo ~..._._. By. s ~~ 00 a w ~ .~ ---~-~ ~...._., v. n...._ ~.~ ..: Date: d S o ~ d O (~ ~ O .~ r .. U ~ DE 'SC'I~.ICp[K~: ~ ~~, ~j ~~I~~~STA`1'ES, AC'CORDI[~rG 'In `T1TG P9AP OR P , , ~ ~ U -V ~~~~"i '"'*°~[ r! ,~ 46, PLBI,IC RECORDS OF PT[VELLAS CO[t[~pPY, F7_,ORIDI~.. '~ ~~! MAY 0 3 2010 ~, ~ ) V lt.:i> ~CL1V'v NSE~I.I~ 16 PT NnLLAS rTtv~c~t _'._-------------T---=-- ,- S RANGE _ G_ -__--- _ __ ~;r)C~i~JI 1', FLC f~ICA NUM©F.R .. > _ E ~1~1J - -- J _ - ~ ~'~ se i iRUK1 iciGl/ztar~zea -"`_ eil<-_'_"Ff7c icint h(F~I~Ii _ - - ~ - I; OU? r1R rouNO 1RVN R°r' rwRe ~ ~ - _ FIP WU~lU IRUhI PIP[ I ht J L. JZ I C, ,, 11) 1 l nI ~ I .~ l I i'1 I-, p-~nj~'. I rChn fCL/NU CUN RF.rF: i.inrh r I 11 C, l'.(J Iln r C uC( IJC(IC: bFRli(.ni. ; giiJ, ~I t 1 nl l!lP t! L' ttif I lI r ti "~`.'~~~~ I r '.1'RM JhltlT 17~; rgir7i3c rt lhh rirn;rgaFn UI /(9YrU r,(, r, PCRH ~ le rJi lti Fr_Nr_ J~,t tJ ~n,iJ7,tErir (Rr F.L~ r. ~r 1,,.L nr.r ~~ Ut 475 PFR 7n !r Pll (.OiJFR!JI Fr.RJ i. RAplnl. ~ JI^r; 1' t ~r'LSCD (]9 FNU -! NIFR II lr ., t.t'T. rllJnR!'. TFfT I N r I-~- FVUNU rl. r,- [Ir=v. ELt:vnilt.il it ~tli t.i UEPT. UCl nl M~Nr I r2CF CRi I l lrl -~ -r. Un l r r xl,. I INC3 %151gPd -- -=----- le '~ Ru lii-or t nY r: rn;T ------- '-. ----- _~._ ~_-_ FChICL 11f VV IYE~I ZEC'ORL) SURVEY (I'ORMS )1 1-1 £3-09 P~ECORD SURVEY r ~_ -- ---~--- -- - - I f(XJNDIIRY SC7RVE'1' FINAL '(ANC-R1_'.l.is) 1 1-3r~-09 -,- _.. 3-19-10 BC)UNUAI~Y SURVEY /e•r rs svLl,recT i;o n n rl_r• senRCa I rots n Rs ~r lucgRU EI recnNC Ilie I:r¢ry. nn IS clr rLnwrJC nRr PLnr 5S OTHLRVpISE fiq I CU I rf fil Ohl, Ntj 13t3R01/rJDIMrRt~,VFMCNTS nRF 51-IOWIJ e oN. _ .... .. ------ -- .. _ s _ _. ~ _. --- -- - - ur.ac3tllti.i:innittillnu. - r~n. Rec, suRVE~rvR Nv. coca (rtp7 VALIU WIiIIOUF TIIE: 51GIJnlL4lF P,'!U'rlC VRIGINAL RhISE(1 SEnL UP n CI VRIOn LICE4JSEU 5Ur?VL'YJIi,11IU41nrr[R; ': f1/11Z.~1-;11TJ.r [?l~ J [?(.1,; 11[i[.~ 11~, -UC'I,rt11 -~. IC!C'., ^-~ :_;I~li~~'ri;5'O1 `; AIVIi [~[t~~'I'1`I?:-. I 1 c)~i 1 [/11.[J ~i l ;U:1-'i I; f. [luoNl~,: ~'7--7~1r[..r [<~.I [~~1v : ;':' ~ ,-,,; -1~.~~11. _1 l:1ti7.G~i 1rr„Ni .. I /Orr ......1.. !1 Crr I.v.inl /.. L. I]I..l,. Receiving Channel or An le each side 9 Itypl (4j #10 x 1-112" SMS (1116" min thickness) into screw bosses ~ ^ ~ ^ ~ ~~ ul ~y~~ „•., ,L...., (2) #14 x 314"SMS (typ each end) ° (typ top and side) ( ) 45°±5° 2 min " rrcu Hutt „ ~ Min Thickness ='T' B' - 314" screws rrNrr (typ 4locations) • • • • • • x6 ' #14 6 5 ' 4 16 dia. Stainless 118 See table below • • '1.° Steel Cable . , ~ 2x8 14 20 6 1- 4 1- f 21 # 10 x 3/4"SMS urlin or Girt (typj 318" Welded Stainless • a' n . a,,,.i c•.,. °nu ~ ... c~ r.V.;ni "$1" • 2x9 2x10 14 14 20 24 6 7 1- - I - - 4 3 1 (typ each IegJJ '. ---vr- JICS6r ~r= „~,r • . • Side View .. Spacing ° Notes: (total8screws 1 O(mm)washer edge ~ • • • each connection) B m or Column beneath nut 2" (min) thickness 1. "N" = number of screws in any direction • (For example, "N"= b for the 2x9 beom Purlin and Girt Connection Options • • 1.25" x 0.125" plate (min 6063-T6 aluminum) /4"0 x 2-114" Concrete ° "52" shown) Top View Screw Anchor (typ 2 locations) Spacing 2. Total Number of Screws per joint equals 4 1" x 5" x 0.050" strap # 10 x 2"screws @ 12" o.c, max times "B". (4' width) @ each beam () p One pair of cables shall be used on the frontwall for each 200 sq. ff, of total "N' Plate Width and 4 @ each beam stra 3. Plate width shall be determined from sidewall area (both together) forfrontwall not attached to existing structure. w/ (4) # 14 x 314" SMS angle of beam and min. spacings required. fisting Hosi Structure Similarly, one pak of cables shall be used on each sidewall for each 200 sq. ft. of frontwall area for sidewalls not attached to existing structure. Use minimum Typical Mansard Splice 4. Minimum edge distance =112". Beam 5. Gussett plates may be internal or external. of one cable pulling toward the host structure for sidewall lengths greater Note: This connection may be used for (sloped or flat) 6. Internal screws for purlin connection may than 20 feet. K-bracing shall be required in each corner for enclosures over 14 gable splices and flat beam splices for be included in total number of screws. feet in height and having more than one chair rail. K-bracing detail is shown 2x9x0.072x0.224 SMBand smaller beams. ;` ' on DWG 103. 2'x2"fastened to beam 1-114"xl/Ib" late 2" x 2' x 1!8" Beam p (12) - # 12 x 1"screws Note: A receiving • ~ with (2) #10 x 1-1/2"SMS (top OR bottom] @ 1"spacing channel (1116" angle each side • 5"Snap Super (sloped or with (4) #14 x 314" • 1 x 2"snap utter horizontals 1"x 2"snap dge Beam thickness) with (4) #10 1"x T x 1 /16" fastening not required) Purlin x 314" SMS at each e o 1" x 2" fastened to column (2J # 10 x 3"SMS into connection maybe receiving channel 4) # 14 x 3/4"SMS (typ) o screw bosses connecting used in place of the Excess beam (2) # 14 x 2"screw fastening angle (b) # 10 x 314" o e with (2J # 10 x 1-112" SMS edge beam io urlin SMS each side into screw bosses for p (2J #10 x 3"screw boss may be trimmed to 1"x 2"snap (typ each side) Column connection, Notes: Use 4 # 10 x 3/ "for SMB or SNAP column # 10 x 1-1 J2"SMS @ () d smaller 24" o.c. fastenin the 1. Fascia shall be secured to rafter tail with (1) -114" ~ x 4"fag screw prior to gutter Column g 2x5r eamsan•-_'- `-_ 1"x2"to the2"x2" installation. 2. A T' gutter may be used provided strap length is increased 2" in length. ~ ~ reen Enclosure Re uirements: 3. Host structure shall have 2x4 roof trusses (min) @ 24" o.c. (max) with 4'-0" ~""' .~ engineering sheets shall be used for an enclosure attached to a host structure. ONE PERMIT ONLY overhang (max) for primary beam to gutter connection. ~ ~ ~~~ aximum wall height shall be 20 feet. 1 NOT VALID WITHOUT RAISED SEAL 4 # 10 x 314" SMS fastenin seconda ~ [-~- r- ~ aximum beam length shall be 40 feet. (I 9 ry olumn Secondary angle (min 0.125" thick); ~ N n shall be a maximum of 18 x 14 x 0.013" screen mesh. angle io column (typ each side) rimary 2" x 2" x 0.125" angle ~ ~_~ n al Notes: ~°. (B) -3/S" 0 Concrete Screw ~ n onforms to 2007 Florida Buildin e through 2009 Supplements for Basic Wind (2) #10 x 3/4"SMS fastening colum~f~ o Anchor into secondary angle o i ~ 3-second gus = mph, Exposure B. ~ ,, it r `~ - ~` ° to primary angle (typ each side) r „ (typ each side) (See Table) 0 0 (I?..~1 Q n Loads: Wind: Simultaneous Roof = 5 psf and Walt =18 psf with a 0.88 factor for 18 X 14.X Anchor Spa 1" x 2"Base Member (typ each sided ~--~ ~ ~ esh screen. Live load: 30016 vertically downward on primary members as defined in `°"~~ ''' ® `, r (min) (typ) (See Table (1 J - 318" 0 Concrete Screw Anchof nmarY et~,t 2002 21 `.' /` • angle and @ 114" ~ Concrete Scre,W An hor @ ~~ '- dance Factor= 0.77 in accordance with Table 2002.4 of 2007 FBC. ' ,+< <'~ r ~R. `` Notes: 3r, ( in) 24" o.c. between columns (typ eat '~ic~ef ~ i.~All st uctural aluminum shall be 6005-T5 or 6061-T6. Structural members include but are note/'' F ~ < ' 1 Number of anchors "B" is each side into the secondary angle and ' ~3 ti0t -~ i ~ `s ` o ~' f~ ~ 'r~}' h' 'I d' I b d t I t r r~.yl Column 318" 0 Concrete Screw Anchor Size g Min. Spa 1 3" 2x5 1 2x7 1 5 2x8 1 b" 2x9 2 4" 2x10 2 4.5" ,~ z __ _ i red to beams, purlins, uprights, c aR rat s, iagona racing an Busse p a es. ~;, , ~ , include the anchor into the 1x2. ' - . In accordance with Section 2002.3 of 2007 FBC, structural aluminum shall hayed mmimurri~ ~? 2. Minimum embedment of anchors into concrete tooting shall be 21 /T at at all hickness of 0.040 inches. ~ ~~ ~ ~, ~ cz7~' ~' - -~ upright locations. All screw lengths at upright connections shall be of sufficient ,Self-mating beams shall be stitched with #10 x 314" SMS at 24" o.c (max). 1 ~V length for required embedment into conrete footing when a paver deck is present. • For SMS, the minimum center-tocenter spacing shall be 518" and minimum center-io edge ;: ~°° ~ ~~ °~ f~ -- ~ ~ ~ ~1, 3.Anchors between primary uprights into the 1x2 screening member only shall be istance shall be 112" unless noted otherwise. ` ro~ ermitted to have a 2 inch embedment into the paver only. , A maximum of 25%of a screen wall height shall be permitted to include solid flexible finishes. ~.' ~' 7r 4. Concrete screw anchor designs are based on ITW Red Head ® , Site-specific engineering shall be required if any of the conditions are not met. , t ~~~y G• BfUSeSkj 318" ~ Large Diameter Tapcons with an ultimate tension capacity of 37401bs. and P.E. # 53983 an ultimate shear capacity of 33281bs. Stainless Steel concrete screw anchors (318" Hartshorn Custom Contracting Suncoast Structural Engineering, Inc. (C.O.A. #00008525) 130 mph, Exp B O{with minimum ultimate tension and shear capacities listed above maybe used , 36181 East Lake Road #258 Palm Harbor, FL 34685 6005-T516061-Tb 88131 enture Cave Tampa, FL 33537 Date: 311 /09 in the same quantity as the table. Other sae or type of anchors require site-specific (727{773-1269 (813) 620-0931 en ineerin . ssei123@yahoo.com DVJG 101-H Table 1 a. Allowable Spans for Roof Beam Members (Max Rise = 3 ft,Max Wall Height = 9 ffj Beam \ ilO Width Mln Cd 4'•0" d'•b' S'•0" B'•b" d'-0' d'-d' 7'•0' T•d" 8.0' B'•b" 9'•0" 2x 6x0.050 x0.I201MB 2x1 27-4' 19'-II' 1T-9' 15'-9' 13'-10" 12' 0 10' 7 B' 3" d'-i" wa xwi 2x6x0.072x01243MB 2x1 37-5 30'-10" 29.3" 28'-T 2T~1' 26'-I' 25'-I' 24'-3' 23' S' 27 1" 21' 10' 2x 7x0A55x0.1205MB 2x4 26'-S 24'-7 27-0" ZD'-0' IB'-7 16'-6° Id'-11" 13'-5" II'-itl' 10'-d" 8'-Itl' 2x 7x0.072x0.2243MB 2x1 7T-1" 35'-S 33'-11' 32'~T 31'-! 30'-S 29'-S 28' 4" 2T 5" 26' 7" 25'-10" 2x 8x0.072x0.2245MB 2x/ 41'-T' 39F 38-I" %`-8 35'-! 34' 7 33' 1' 37 1" 31' I" 30'-3" 29'-I" 2x8x0.082x0.3065MB 2x1 4/'-10" 42'-Il" /l'-8' 39'-9' 38'-! 3T-T 36'-P 35'-tl' 3/'-I" 33'-2' 32' 4" 2x9x0.072x01245MB 2x5 /6'-I" 14'-0' 12'-8' 40'-8 39-3' 3B'-0' 36'-10" 35-9' 3/' S" 3T-II" 31'-8" 2x9x0.OB2x03065M8 2x5 44-T' 1T-d' d5'-8' 4d'-0' 42'-T 41' 3' 40 1" 39'-tl' 3B'-0' 3T-0" 36'-7 2xI0x0A92x0.37/SMB 2x6 58-T 56'-7 54' 1" 52'-3' 50'-T /9'-I" /7' 9' 16' b" 48'~S 44' 4" 43' 4" Table 1 b. Allowable S ans for Roof Beam Members Max Rise = 3 ft,M II Height =10 ff) Beam l nib rddlh bin Cd 4'•0" 4'•b" d' 0" d' d` d' 0" d'•d' T 0" T d' 8' 8' d" 9'•0" 2x6x0 21'-3" IB'-S Id'-4" II'-7 17.0' 9-I" wax >rJa 2x6x0.072x01243MB 2x1 32-1" 30'-6" 29-I° 2T-IO" 26'-B' 25-7" &'-T' 23'-8' 2P-10' 27- I'•I' x - - xx>x 2x7x0A72x01115MB 2x1 36'-10' 35'-1' 38.7" 37.3" 31'-0' 29'-10" 28.10' 21'-10" 26' II" 26'-I" 25'-3' 2xBx0.072x01245MB 2x1 11'-4" 39.6" 3T-10' 36'-! 35.0' 33'-9' 37-8" 31'-T 30-8" 29'-S 28'-7 2x Bx0A82x0.3065MB 2x1 14'•8" 17-8' II'-0' 39.5 38'-I' 36'•10" 35'-9' 3/'-8" 38-8" 37-10" 3I'-Il" 2x9x0A12x0.7l45MB 2x5 IS'-10' 18-9' 41'-Il" 10-f 38-I1" 3T-T 36'-S 35'-3" 33'•8" 37.7 3p'-10" 2x9x0.082x0.3M SMB 2x5 15-5' IT-S 15.5' 43'-9' 17-1' II'-0' 39.9" 38' B" 3T-8' 36'-S 35-9' 2x IOx0.092x0.37/SMB 2xd 58-5" 56'-0' 68-I1' S2'-P 60'-/" 4B'-10' 1T d" /d' 3" /S' 1" M' 1' 48-1"~' Table 1 c. Allowable S ans for Roof Beam Members Max Rise = 3 ff,Max Wall Heighf =12 ft) Bwm 1 Tdb YBdM Alin Cd 4'•D" 4'•d' S'•D' S'-d" d'-0' d'•P T~D" T•d" 8'•0" 8'•d" T~0" 2xbxODW x0.1206M8 2x1 IB'•11" ib'-0" 18.7 ID'-3" 1' 1" u%s wax xxrx wax xxxx woo 2 x6z0A12z0.7213M8 2x1 31'-6" 29'-Ip 28.4" 2T-tl' 25-9' 21'•T 23'-6" 27-d' 21'-6' 28-t" 18'-9' 2x7x0A55xOJ20SM8 2x1 23'-10" 21'-0" 185' 16'-0" 13-8" n'-4' 8'-I I" 6'-0" au xxrx xxu 2x7x0A72z0124SMB 2x1 36'-4" 31'-S 32'-11" 31'-S 30'-7 29'-0' 2T-11` 26' 10" 25'-10" 24' 9' 23'-4" 2x8x 0.072x0.224 SMB 2x1 /0'~ltl' 38'-II" 37' 7 35' 8' 31' 3" 33'-D" 31'-9" 30'-8' 29'-1" 27'-ltl' 26' 6° 2x8x0A92x0,3065MB 2x4 44'-3' 47-3" 10'6" 38'-11' 3T-6" 36'-T 35'-0' 38-II" 3P-Il" 32'-0" 31'-;° 2z9x0A72x 012/SMB 2x3 15'-4" q' 2" 11'-! 398' 38'-8' 36'-ID" 35'-T' 38-10" 32'-7' 30'-8" 29'-3" 2x9x0AB2x0.3065MB 2x5 49-0' 16'-IP Is'-0' 13'-/' 11'-A 10-5' 39'-T 3B'-0' 36'-II" 35'-11" 36'-0" 2x IOx0.092x03A BMB 2x6 SB' T 55' 8" 53'-6' S1'~8 49-II" IB'-S 4T-0' IS'-9' 14' T' 43' 6" dT 6" Table 1 d. Allowable Spans for Roof Beam Members (Max Rise = 3 ff,Max Wall Height = 20 ftj Beam 1 Tdb WIdM dUn Cd /'-0" 4'•d" 5'-0" 5'•d" d'•0' d'•d" T•0" T•d" B'-0" 8'•d' V-0" 2x6xQ012x0.224 SMB 2x4 26'-9" 26' 8" 24' 9" 2r-10" 2T-9" IB' 1' IS' 4" 17 d" Y 5" 5' d" I' 0" 2x7x0.072x0.224 SM8 2x4 33'-I1' 3i'-10' 29'-11" 26'•1" 26'-5" 24'-I" 2r-0" 19'-8" 11'-5" IS'-1" 12'-9" 2x6x0.072x0.2241M0 2x4 38' T' 36' 5' 34' 9" 32' 6" 3D' 9" 28' 4' 26' 0" 23'-ID" 21' 6" 19'-8" 1T T' 2xax0.092x0.306SM0 2x4 42' b" 40'-3' 38'-3" 36'-6" 34'-I1' 33'-4" 31' II" 30 T' 29' 4" 2T-5' 25' 8" 2x9x0.072 x01241MB 2x4 -03' T 40 10" 38' 8" 36' 9" 34'-5" 31' 10' 29' 7" 2T 4" 25' 4" 23' 4" 21' S" 2z9z0.OB2x0.306SMB 2x5 4T-5' 45.1" 43'-0" 41' r 39'-5" 3T-II" 36' S" 35'-1" 33' 9" 37 r' 30' 4" 2x10x0A92x0.31/SMB 2xd 56'-10" 54'-3" 5T 0' S0' 0" 48'-r' 46' d" d5' D" 13' T' 42' 3" 41' I" 39'-11" Table 2.1 Allowable Spans for Primary Wall Members Cdumn ~ idbWidlB 4'•0" 4'•d" 5'•D° 5'•d" d'•0" 8'•d" T•0" T•d" 8'• 6'•d" '•0" 2x4"m.o5tl'Hdlow 9-11" 9'-4" 8'-10" 8' S" 8' 1" T-9' T b" T-3" T- -1G 6'-7" 2 x5'>A.O50' Ibllow 11' 1" 10' d" 9' - I i" 9' b" 9' 1" 8' -9' 8' S" 8' -1" 1' -10" T 8" T 5" 2x4"xo.o44"x0.100'SMB 10' 7" 9'-11" 9'-S" 9'-0" 8'-T' 8'-3" 8'-0" T-9' T-b" T-3" T-D' 2xs",o.osa'xo.ncsMB 13'-3" 12' b" 11' 11" II' 4" 10'-10' 10'-5" 10' I" 9'-8' 9'-5' 9'-1" fi'.a0". 2x6°m~osa'xo.IZmsMB 15'-0" 14'-T 13'-S' 12'-1D" 12'-3" 11'-9' 11' 4" 10' 11" 10' T' 1D' 4" '-0" 2x d",o.on'xo.2z4^SMB 20'-0" 20'-Q' 20' 0' 19' 10" 19' p' 18' 3" 1T 7" lT-0" 16'-S' 16'-0' 1 '-d" zxT'>a.35sxo.lm'sMe 16'-9' 15'-10" 15' 0' 14' 4" 13'-8" 13' 2' 12' 8" 12' 3" il' 10" il' 6" 11'-2' 2x1i0.o17z01z1'sMB 20'-0' 20-0' 20'-0 20-0" 20-0 20-0' 19 6 18'-10 18-3" 17 8~~ 2,ur,a.D77xo1zlsMe ~'-D 2D o' 20'-0 20-a' 20'-0 ~-a 20-0 2o'-q 19-d' ls' u 2~xo.osz'xa.oe°sMe 20'-0' 20-0" 20'-0 20-0' 20-0 20-D 20'-0 2D'-0 20-0' 20 D 2x4'>a,o45'Snap 10'-I1 iD 5 11'-3 10-B' 10'-3 9-10" 9-b 9-2 8-10' 8' T, -4" x4 -s 1o i' 9' 9 ::6r 2xs xo 055'Snap 14'-F 14 "" 14' I' '3-6' 12 71' 12-5" 1' 11" 11'-d 1' 2" 10' 1 ~ 1 225 xo.065"snap 15'-T 14-b' 13-11 3-4" 12-1 Notes: `r~l~ ~ 1.Site-specific engineering shall be required for beam spans over 40 feet. i ~ 2. Tables 1.2a through 12d shall be used for mansard, half-mansard and gable stye' { beams. ' / 3. Allowable spans may be interpolated between tributary widths and wall heigh~~~itlewcLble ..._ ,spans shall not be extrpolated. L -- 4. Ifmansard orgable roof beams have unequal legs, the largest rise dimension shalt be used. ', 5. ,able 2.1 shall be used for all primary wall members supporting roof beams. Table 2.1 or Table 2.2 shall be used for all primary wall members not supporting roof beams. Table 3.1 a Allowable Spans for Purlin Roof Members (Max Rise = 3 ft, Max Wall Height = 12 ft) Pullin \ irb WldM 4'•d" 4'•d" S•0" S'•b" d'•0" d'•d" T•0" T•d" d'•D"'I ,~ ~ ,-d,. T-d. T-2.. 2'xz'>m.aSm Hdlow 9' 3" 9' 3" 9' 3" 9' 3" 9'-1" 9'-8" 8'-3" '-10' 7.6" T ow 0' 10' D" 10'-0' 10'-0' 9'-a' 7-2" 8'•9" B'-4' T•n" 2 x3'A.o45'Hauow 10' 0" 10'-0" 10'-0' 10'•0" 10-U' 10'-D" 10` 0" 10-0' 10' D"'~ Table 3.1 b Allowable Spans for Purlfn Root Members Max Rise = 3 ft, Max Wall Hei ht = 20 ff Pullin \ TAbN7dN~ 4'•0" 4'•d' S'•0" 5'•b" d'•0" S-d' T•p" T•b" 8'•0" 2,z',m.oas"HaVOw T b" T-b" T d" T 6" 1'-d" T-3" d'-10" b'-d" d'-3" 7x1"xo.050'MOlmw 9'-3" 9'-3" 9'-0" 8'-5' T-1D" 1'-5" b'-11" b' d" d' I" 7>1'x0.C55"Hallow 10.0" 10'•0' 9'-b" 8'-11" 8'•4" 1'-]0" T-4" d'-10" d'•5' 2u' 0.o45"Iro~ow 10' 0' 10' 0' 10' D" 10' 0" 10' 0" 10' 0" 10' 0" 9'-10" 9' 3" Note: Table 3.1 shall also be used for the allowable span of the eave rail (also known as edge member). Use tributary width = 4'-0" A combination 2"xTx0.045" hollow plus a 1"x2"x0.044" open back stitched at 6" o.c. shall be equivalent to a 2"x3"x0.045" hollow. Tnhle 4.1 Allowable Soans~a~Chair Rail /Girt Wall Members Notes: 1. Footing Dimension is the minimum dimension of either the thickened edge with a monolithic concrete 4"nominal slab or a ribbon footer or isolated footer. 2. Minimum 28-day concrete strength shall be 2500 psi. Minimum Grade 4D reinforcement. 3. If a 4"nominal slab is present, the minimum slab reir>forcel~nt is bxb welded wire fabric or synthetic '~:~e 3 OR #4 OR #5 rebar for each footing rein Ql~ - nt. 5. A I~qf~ of supporting primary beams may use a 4" no ~~ b or 8" x 8"footing for all cases. b, 4"~ Ina) slab without thickened edge shall be oer ~ ~or beam soans of 12 feet or less. Exists Edge Member (2) - #10x4" SMS into screw r Purlin bosses for edge members Prim 1 h b" floc place with (2) - Beai # 10x314" SMS (min, l /2" edge c~'atance) 3!8" 0 Machine Bolt 8' me w/ 1"~ washer (iYP 1" x 2" x 118" angle attached with (2)-#10 x 3!4"SMS each Purlii leg (only required at 2x2 Diagonal edge n>emberj Roof Bracing Member Edge Member or Note', )etail C Detail C PrimaryBeam 1. Choose "A" or "B" interior roof bracing. Roof bracing must becontinuous from host structure to exterior wall. Diagonal roof bracing is not required for L <= 14 feet or if the entire aluminum structure is within the "L" or "U" of host structure. 2. Use roof bracing pattern above for ever) number of bays ateach end of enclosure. For odd number of bays, leave center bay open. 3.Diagonal Roof Bracing member shall be a 2"x3"x0.045" hollow member minimum for actual lengths of 8 feet or less. A 2"x3"x0.055"hollow member shall be required for actual lengths greaser than 8 feet and less than 10 feet. The maximum actual length of any diagonal roof bracing member shall be 10 feet. Spans Cdumn 1 Tdb Width 4' • 0" 4' • 6" 5' • 0" 5' • b" b' • 0" b' • b" T - 0" T " b" 8' • 0" 8' • b" 4' • 0" 2xa"~9.050"Houow 10' S" 9'-10" 9'-4" 8'-11" 8'-b" 8'-T' T-11" T-1" T-5" 1'-2" T-0.. 2x5'r9.a50"Holmw 11' 9" 11'-1" 10' b" 10' 0" 9' 7" 9' 2" 8'-10" 8'-7" 8' 4" B'-1" T-10.. 2x4"x0.04a"x0.lar'SMB 11'-3" 10'-1" 10' 1" 9'-7" 9'-2" 8'-10" 8'-b" 8'-3" 8'-0" T 9" T b" 2x5°~a.oso°xD.nd°sn~e 14'-0" 13'-2" 12'-b" 11'-11" 11'-5" 11'-0" 10' 7" 10'-3" 9'-Il" 9'-7" 9' 4" 2x6°xo.oslr'xa.l2a°sti8 16' 0" 15' 1" 14' 4" 13'-B" 13'_1" 12'-7" 12' 1" 11'-8" 11' 4" 11' 0" 10'-8" 2xd°xD.o12°xD.22a"sM6 20'-0" 20'-0" 20'-0" 20'-0" 19'-b" 18' 9" 18' 1" IT-5" ib'-ll" 16'-5" 15' Il" 2x1°xo.DSS'xo.12o"sMa 1T-10" ib'-9" 1S'-11" 15'-T' l4'-b" 14'-0" 13'-b" 13'-0" 12' 1" 12'-3" 11' 10" 2 x 1,n.D1z' x o.22!'sMa 20' D" 20' 0" 20' 0" 20' -D" 20' - 0" 20' 0" 20' - 0" 19' -4" 1 B' - 8" i S' - 2" I T -8" 2xa°x9.olrxoa2a°sMB 20'-0" 20'-0" 20'-0" 20'-D" 20'-0" 20' 0" 20'-0" 20'-0" 2D'-0" 19'-5" 18' 10' 2x8"xo.oar'xo.3os'sMa 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 2xa°xo.oas°snap 13' 1" 12' 4" 11'-9" i1' 2" 10'-8" 10'-3" 9'-11" 9'-7" 9'-3" 9' 0" 8' 9" 2z4"xD.adlr'snaP 14' 2" 13' 7" 13'-1" 12'-b" 12'-0" 11'-b" II' 1" 10'-8" 10' 4" 10'-1" 9'-9" 2xs'x0.055"Snap ib' 4" 15' S" 14'-7" 13'-11" 13'-4" 12' 10" 12' d" 11' ll" 11' 7" 11'-2" 10' ll" 2 25'x0.065"Snap 1 T 2" 16' - b" 15' -7" 14' I l" 14' 3" 13' - 8" 13' - 2" 12' 9" 12' 4" 12' - 0" 11' 8" General Notes: 1. This sheet shall be used with DWG 101-H. 2. Design conforms to 2007 Florida Building Code , ~~ with 2009 Supplements for Basic Wind Speed w~ 7 (3-second gust) = 130mph, Exposure B and 18x14 A`. `~` screen mesh (maw-'" * - -; ~ - - F; ner Post Notes: ,. "~ ! "-' f; osts located at the corner of a cage (where the side wall meets the front walq shall be 2"x 3 x r ' ` `~ 5"hollow members minimum with a i"x 2" x 0.044" open back stitched at 18" o.c. + ~ ~ ~ aL4.. ~+ ~ he corner post shall not be aself-mating member. ~, _{' .' ~j he post shall be oriented in the same direction as the front wall pasts. ~'~ "" i 4. he base connecfron shall use (1) - 3/8" diameter concrete screw anchor (2-112" min embedment `• :. ' =' a 3"min edge distance) into each 2"xT primary angle (total2 bolts each post). '` f v Harfshom Custom Contracting Suncoast Structural Engineering, Inc. (C.O.A. #000085'. 8813 Venture Cove Tampa, FL 33637 ~ 36181 Easf Lake Road #258 Palm Harbor, FL 34685 (813) 620-0931 (727j773-1269 ssei123@yahoo.com ~#pQ~[JE PERMIT ONLY 31V'(~VAt"IDrWIjHOUT RAISED SEAL ,..'r ~_ ,~ , ix PPtpgxl* !fit rf e; "L 4 - 1 ,a ~ ~ ' ° '# ~. ~° ,? M1 I ~ , ,~„ .j "4. ' ,y _~ ~'u -Date: 3/1109 DWG 102-H Footing Di Max. Roof n S Rebar Quantity m. pa #3 #4 #5 8" x 8" 18' 2 2 1 8" x 12" 2T 2 2 2 12"x1T 41' 3 2 2 12" x 16" 54' 4 2 2 Job Name _~~~ ~ t Homeowner JobAddrese ~ ~~Nt~wZ J,J!' Lal Bk~dc C%y l+ c.,(rw~e,~a~ Subdivision Q~f.St~C'•{ >~S-r4'PeS• Phone No Wk. FRAMECOLOR Beams ~ ~ 2- No. t._ No. Beam Johns .~.._ ChairRaii 3~r Kickplete N0. Roof ~ Cdor Book No, Skies ~ Cdor Sides No. S Sect. 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