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Home My WebLink About98-7734 ,/~' 7~ ' BUIL~t~~Hy~!eRM!,! 7734P (813) 788-6611 Date 5'- &, - 9;2 BUILDING E~'" PLUM~- ~ Sewer Conn ~o~~own.,~g~ ~~ Job Address: 0 -<J . P.".IID.' /1-- - ~ ~ _ - H ~ ~o- 80 ~ U Zoning: Energy Code: Radon Gas: ~~b Oesc,;p';on of WO'k,~~5;"' h-1 ,....~) ~".A (; At. -1 1 /?A-ym.'t:- 'T- ~~~i ??:~~,eD~~~ I FINAL NO 0 CUPANCY BEFO C.O. Water Conn: Water Meter: T,I.F.'s: Complete Plans, Specifications and Fee Must Accompany Application, C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Valuation o~ ,4l... C;;; -'$I (") ,r--. C) ~ Contract Prrce n <:::?G a ..;;;1' Permit Fee ~ Signature Company Address Telephone# Inspector City License Registration # <;? ..3 State Certified License# LZ.; 12~/47~ BUILDING EL~i_ - PL~ MECH~' f/gh~ fa&- Ftr, Pre SLB Lintel FRM. Insul. CL WL Driveway 5'/& ~ ~ l.?oK Tp. Serv, Rough In Meter Can Canst. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ ~ shall be made for each trip for each trade: ~ -. t/1J Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site. Plans not at job site. Work not accessible. a. b, c. d. e. f. g. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. ~ ' : ~ // q \.-j/I~ APPLtCAtiON rOR PlRH1T CITY OP tEPIIYRJIlLLS bUtLDINU'blPARTHlNT OWNER'S NAKB t-f.}- R- /lJ"Tf1>-r;1'fJ-r& ;?'J~&.Lp:. /#/'?.ES PIIONR 9P';?-d;;2 7b OWNEtt'9 ADbltJP.SS JS.;)/a7 h'~1'" S~~ ZE/YI7"4-/-//LLS.- ~/ JJSY/ JOb ADOItKSS L ~ r- b' bo.J? 2'€Pd~~ I<! /J&p })/L . LEGAL DESCRIPTION! tOT(S) BLOCK SUBDIVISION PARCEt. 1.b.' -:? -.:tb -;)..1- tPJ/L) -t1Dab ~ "O~O (OBTAIN FROM PROPERTY TAX NOTICE) ~ORK PROPOS~! ~W Oongttuctlon ----Addition ----Alteration ~epair ____Install _Slp PROPOSED USE! ~Dgle r.ily -----"ove -De.olish _tolllllu!rclal ----1t/F _, of Units --1:1/11 _lndust. _Swim. rool ___Other ~estaurant & lIealtb Depat'tJlent Approval DESCRIPTION OP ~ORk! Loll/CAE-roE - S'll~f)- .l'C-.eE,t;AJ .RQ:>/J7- 6'ff<;Dc.)/<r - "PlJ77o BUILDING SlZIU X h9t Square Feett 5TD? lIeight RES IOENT1AL: ArrAml (2) I'I.OT PLANS & (2) SEtS OF BUILDING PLANS & (1) SET ENERGY FORMS. COHHERClAL! Ar'tAtH (3) SRTS OP BUtWING PLANS & (1) SET ENEltGY FORMS. PROPtRT1 SUIlVBt dQUlRtm FOlt' At.L NEW CONSTRUCTION. ~LDING ,$ cJ t./J's-. 00 PERH1rs, REQUESTED Valuation of Total Construction _ELECTRIcAL --1tECllARlCAL NIP Service ,$ rlodda Power Corp. W.R.E.C. Valuation of Heclaanical Installation '........... ~ eqIN,S"').;~1.. (~'-'''''~_ " eloN le/~IHOr;J "'. '? ,~!..~l:H}OO 'ON 4~ ''''j_;~:_')L f flPUtl/;:l JQ e~ sa;IQiC3l.iJi,iJoo ^ ,I";, SI3flma U3 :;If/qnd NelON t'i ' , IlY APIIT1~ Od IHYJ.OH" (padwvlS 30 pa padl~ a~N) . 7-91Mjl ~\,,,, (a leutilS) 2~~U~l:::p~~::,e: . , a~npo.!a ' 1.' : setl OlIM 30 aw 0".). UNO neUOS3 J oqM seq oqM .10 aIU 01 UtIO " Aq ~6r · SJql aur 8.10,Jeq' iq -n6l ' I lillJl aur 0.101aq pa6paIMo~~e seN luamn.I1BUT tiuTotia.Io,J Pq~ ~.patipeI"o~58 S8M lUitun.IlsuJ fiuJotio.1o,J aq~ ~d AO WOO:) JJ?YV"/ ..__.._~i~_~? cONot'rl0NS" or,tpglUU*.r, .' AFFIDAVIT lL NOTICJ!: OF D.EJ!:D ItESTltIC't10.ttS ~ \ t':'1ii.t1-'~f 'k "" the unc1erslgnec1 undentandll tllat thlll pt!nit .ar be .ubJett'llo\i1aeedre8trlcUone" "hicb lay be lOre restrictive than city regulation.. tbi Ubdir.lgn8d a.lute. te~lbl1ltr tor toIPl1~ .tth inr applicable deed restrictions. B. UNLICENSED COHTRACTOItS AND CON'tnACTOIt hESPONSIBILITIES If the owner ~~. ~Ired a tofttractot or eontractorl to undertale vork; they .~y be regulrec1 to be licensed In accordance "ith state IInd local t@gUlaUont. If thi todtractor II not lU:enlled II t8qulred by ia", botb the owner and contractor lay be cited tor a Il.aeteanor .lolatlon under Atati la~. If the bWrter ur Intended contractor are uncertain 8S to what licensing requlrelentl 181 8ppl, tot the Intended worl, the, are ad,I.8d tu cuntact the City of Zephyrbills Building Departlent, (813) 188-6611. ' ' FurtheriDre, It the owner has hired a contractor or contractors, he Is ad,lsed to ha,e the contractor(s) sign portions of the "contractor Sac:t1on.' of,tbll application for vhieb they viii be responllble. If you, as the owner sign as the contractor, you are Indicating that you, tather than the contractor, are risponstble for the work. If the contractor wishes you to sign as contractor that lar be 8n Indication that be II not properlr licensed and is not entitled to perlitting privileges in the City of Zepbyrhllls. c. TRANSPOltTA'tIOH IMPACT FJ!:ES AND UT1LITY CONNECTION FEES D. CONSTltUCTION LIEN ~AW' (CHAPTER 113. FLORIDA S'rATUTES, AS AMENDED) 1 certify that It the applicant, ba,e been prorldea .ltb a copy of -'lorlda's Construction tien Law - HOIeowner's Protection Culde" prepared by the rlotlda DepattJent of Agriculture and COIlIUler AUaln. if the applicant is sOleone other than the "owner", 1 certify that j ha,. obtained a copy of the abo,e descrtbed docUlent anc1 prolise in good faith to deliver it to the "owner" prior to toiI8ftt~nt. Application II hereby laa, t~ tlbtaln a per.lt to do IOrl and installation as indicated. I certify that no work or Installation haA toIIt!Rcta prlbt to 181uance ot a pertlt and that all vork .111 be perforled to leet stanc1ards of all laws regulating conllttUctlont tlty tad.., .onlng regulations, and land ae,eloplent regulationl in the jurisdiction. 1 also cerUfy that t under.tand Utat the regUlAUon. bt bther gtJt~rtllelltall1gencle8 'If apply to the'intended IOrk, and that it is IY responsibility to laefttlrr what aetlon. 1 IUlt tale to be,tn c:oIPIIlInce. Such agencies Include but are not li.iled to: . Deparllent of In,ir~tal Regulation ~ Cypre.1I 8ayhead.: VettAdd Areas and In,lrontentally Sensitive Lands, VaterfNa.tewater 'reallent . Southwest Florida Vater Manageaent District - Weill, Cypt'" layheadl, Wetland Areas, Altering Watercourses . ArlY Corps of EnGineers - Sealalls, Doels, la,igable Waterwa,. . Departlent of Health. Jebabllltatl,t Ser.Iees, In.ltoDltntal Health Unit - Veils, Wastewater treallent, Septic Tanks . US Indrontental PlotecUOIl AQency .. Aabettoe ab~t_nt .. ' 1 also certify that, If fill .~terlal I. to be used In ,lood Iohe 'AI or 'A,etc.", it is understood that a drainage plan addresBlng d 'c:otp@nsatlog ,olute' ,Ill be subtltted whleb Ie prepared by a profeaslonal engineer registered in the State of Florida prior to perllt.lsAUanCd. . A pertlt iSlued shall be construed to be a license to proceed with the work and not a9 authority to ,iolate, cancel alter, or set aBide any provllIon. of the tecbnlcal,todes, nor Rhatl Ilsuance of a per.lt prevent the Building Official frOl tbereafter requiting I correetion of error. tn plan., tdDAtruetlont ot.,lotatlons of any code. Rvery perlit issued shall becole In,alid unless the worl autborll@d by luch per.lt Is tOllBDted within all IODths of Issuance, or If work authorized by the perlit is suspended or abandoned tor i period of sll IODths after the Itl@ the worl Is cOIlenced. One 90 day eltension of tile, lay be allowed for the petllt with fee charge of tI5.00. ,the ..tenslon.~ball ~e reguested In writing to the Building Official. An appro,ed Inspection lUst be logged during each Bll ~th Pfttlbd,.or the project will be conBidered abandoned. WIIRMI"G to OlflIER: lOOIt PAlLUlI to RIlCORD A IOfICI OF cOMMlIICIMIIT MAl RIlSULT IN YOUR PAYIIlG TWICK FOR IMPROVKKliNTS TO YOUR PROPERn. IF YOU IIltIJD to CltAlI' 'tltAlClIIG, COIsm'l WItH ttlJR L'.ORR OR P ATTORRBY BBFORIl RRCORDING YOIJR NOTICR OP ~.;1' ~UJIIJO IIOt 1110 10 ~:AIIJ lUSt K 'KOnCK OF ~ 9IGJlA'UR~GIlJn . ' . .,.... n" "I nDtnl iJ stAtl or rWRltlA d.. A 38626 2nd Ave. Zephyrhflll, FL 33640 ACE ALUMINUM Job No. i Phone: (813) 782-2616 l... SOLD TO ~~.fl- ADDRESS /'-"0'/-6 (y--?'~7 zE~IIY,l:....I!../IJ{j& 4L-i/O, SHIPTO ZE.?fI '/~kJ /L-L.r ~/. J.J rc// DATE Lj - U- <;7. J>' PHONE ,> r;l - cJ:2 ? b C-PA.J {../QCT~ - sn:-/r; - D~Jt/~ r' 4 X /2- 4 - wAI L ...r /lZ;:- 1J . 7J.. '<- I ~ vY Rf,E /JI ~.f'l-1 71 X tf/ ~p AA, ~o~ Ll x L/t., c n Rf 0' fl.--""- PERMIT PRICE TAX The undersigned -8rees to pay TOTAL PRICE CJ~~Oo INST AlLE FUll ON COMPl~1 . DEPOSIT \ ~BALANCE C.O.D. ----- --..--~~ . > Cl8tonieflSlpature SlTR .'..All , (ILP~Jj)F.HT1AL usa oHL'i ~ I'^IH:EI. J .Il. !;rc ~ '1111' ;,.:2 / lUlU ~jl f) SUUIl 6)0000 "LUCK f)fJ pO u)'\' 69~~h;;. IpJp$ RQ:)r '1-1.J-9? ,j ---- 1'"nl'E""'Y 1II~,^SUlWJ'[J'r ft?9 -I; 10 0 ' . H ~ I<- /Alr~ A-S 1'1t{i>:: < .... '-. .. CUll ill:lH lJ\.llllmS f1J it{)/'IJ U" hD' I H^TE "> " 30~ 1 < J.l.,,'<l' ) ~~< i-6~\v~ . ,,~~ fO~ ~ II JOO ( )~ ~ r\Or' ),'~--} fo(ld"j I rJrf. S I ~ I f. PItTI D I t gk''', I '-- 1- Jpr.~ ~~~ Q2,0 ~ i 0.,- t, bO..]7 z tf:~ 1/ r' It... ~ I /)iff j;)/l. ~"IJ\.I hLL F.XlSl'HIG /\1m rnoroslm S'l"nUCTUMS UIVlJlU bUIEUslotm AWD Slrl'nAcrs. I,L!i.', 1//1)1 CATE I,IIY nouns OF "An:n AUD no.w"AYS (lHCLUD1HO "^UES) ADJACIUo:'C T("J 'I'm: 1'1l0P[IlTY. lIlUICATE '1" t: ~ J 1. F., Y E/\". ^,,~b HAl-IE OF HOIUI.E. SUCII AS 12' x 60'. 19 B ,. FLEETWOOU. (Ill "EASEtlEH1!i". "RlOIIT-OF-WAY" .lIId ~tJURlSl)lCTI0H^L LINES", ra'u,H: bo shown 011 all oj tl.! rlan:,. IJU /lU1' EHCROAlal lUlO AUY EASEMENT '011 Tn A STRUCTURE Iloun CONSTRUCTION .UUI ,'.... ""OpostD -'DOlTlaN 'UU! I" ..' .'...\;COlL[ 1I0ME SETUP I . 11''''''-. ,,," . ,..,tlo,,", _.2'" '''011.1 . . .... .... . , 't', 01.40.. I , I . : . , ,~... '0 ' ...' . 0', .. 0'" , :;11," ." 1"1' ","".,' '''I'II",-:,'l=,:,.,i).~ ,"...,11,','1 It;.. "I' ~"'.' """0'.. ,t'!f"!NI, ~ ~\~bt ~~1t_ .~4~fl*,"'.l!.~t~iIO"" ,,' .,I.!.".,,!. f:t'.r,'~'~\,.-..'\,',..,'" 1 , IJ('W'-!' . ,t ,'~"""" r .... . ;'l;t,:I' Ft'.."'. If...p . ,,,., t" " " .., &~,. i ('. .... ",:- 2: ~ ' ., ~ : 1:, . 8 B . 8 ~. ~! ~It".. ~ ~ -'.1:..- M..... ~ . _ l.It''',,'' -, - ..!!.. .. . "'u · :: ~ I i ft..... i i ~ : ;. '0' roO ,,'- _.J. .0' IIOlO NUll 1I0AO NAMt , iuho Naa.l( . , '. '"\1 f ': ~.OQ-r riD f L r. t (~I ~2 ~1 f ,,/ ,. ~ ~~~ (--~ :> ~ .' :"\ r) f') ~ , "t '~ r) ~ , :b~ :b~ , C\,.. ~ tA ~'.,' . iJ ~ ' b~ l\i ' 1 , 7' . --- . ~ lt' . , " ~ <.u ~ l\ " () ....' - ~,. V\ -...]~ ~. ,,'" r ~ ~ lu " . ~ Cj\1> S L ~~ ' ~ , ~ I l't, ~ ' V\ ~l.\ ~~ ~~ Q , Jv':> ~I " " r- 't. ~ hi ~~ ,f'o ~~ I ~ ~ ~ I '" I - ... ~ SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS ~ ~ '::J m ~ ~ rt2 ~ SEE CotH:CTION DET ALS ~------- SEE CON'ECTION DET ALS ----- ------ ~ ~ ::J m ~ ; 12' x PAN (SEE TABLE) USE W TO SELECT PAN FOR REcx.ED SPAN W 1 VARES FOR FRONT BEAM USE L . W /2+0VERHANG ----- ------- PAN OR COMPOSITE ROOF PAN:L SEE SECTION 7 TOP PLATE P,T. OR WITH VAPOR BARRER AT ALUMNJM ROOF 2' x 4. LUMBER TOP PLATE @ ROOF 2' x 2' ALl.t.tNlH OR 2" x 4" Lut.B:R #2 8P.F. (MN.) SI-EA~G: 7116" O,8.B, OR 112" PLYWOOD WITH STlDS 24" ON CENTER OR SmUCTUlAL GRADE nERMAL PLY WITH STlDS AT 16" ON CENTER 2" x 4" PREssu:tt: mEATED PLATE WITH 3/8" x 4-112" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SLAB DET ALS ATTACH SHED OR ROOM WAll TO HOST STRUCTURE WI 114" x 3 1/4" TAPCONS @ 16" O.C. FOR MASONR; '16d COMMON @ 16" O.C. OR '10 x 3 Y'" FOR WOOD, AND '10 x 2 y." SMS FOR 1" x 2" AlUMINUMI '10 x 3 Y. SMS FOR 2" X 2" ALUMINUM, ALI.JWIaJM POST AN> BEAM St-EA~G: 7/16" O.S.B. OR 112" PLYWOOD WITH STlDS 24" ON CENTER OR STRUC~ GRADE Tl-ERMAL PI.. Y WITH 8TlDS AT 16" ON CENTER 2" x 4" PRES~E mEATED PLATE WITH 3/8" x 4-112" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SLAB DET ALS UTILITY SHED AND CARPORT WALL SECTION t ANCHOR PANS TO tEADER CHA~ WITH (3) #10 x 1/2" 8MS. W/ WASt-ER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 112" SMS. W/ WASt-ER. 3. ANCHOR COl~ TO CONCREtE FLOOR WITH 2-114" x 3" CONCRETE ANCHORS, 4, ANCHOR COI..lIJN TO BASE PlATE WITH 1-114. 8.8. BOLT. 5. ANCHOR St-EETtIG AS FOlLOWS: A. PI.. YWOOD #8d COMMON . 8" o,c. EDGES AN> 12" O,C. FElD. B. smucru:w- GRADE tt-ERMAL PLY PER MANlJ"ACnn:R'S RECOM'.'9IDATIONS OR #8 x 1114. DECK 8C,fEWS . fr O,c. EDGES AN> 12" O,C, FElD AS A W&tlN. Lawrence E. Bemett, P.E. CIVL ENatEEn . DEVS.0ASn' CONtJU..TANr P.O. lIOX ..... eoum bA vtONA, Fl I2tt1 1S...l!PHOfE (lIOo4) 787-4174 FAx (004) 711-_ SEAL PAGE 50 @ COPYRIGHT 109S NOT TO BE I8'AODUCED N WHOlE OR N PART wmtOUT TlE WRnTEN PEJUS8lON OF LAWR:HCE E. BENETT, P.E. SECTION 2 ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS PAGE Table 2.2.1: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS . ~ir1d~0:~~=-=--J102 MP~'Um~~~:~=5;0-~;~=-~25-~;~~140 MPH -i H~I=~~f~~~:~.. .. ::~:~~;~~~~;f~~fo~J:U~t1:I;J~~~:rj ~;j;; -!t~~-- -1-~~1~-~10;---j-. ~~--! ~~ ; ~~ ' 9'-10" , 1,204 I 71 j 60 52 46 38 11'-1" 903 I 53 45 39 35 28 H~lg~t Load in Lbs ;. 2" X 3'; x 0.050" Hollow Extrusion or 8'-2" -2,736-- 1 .161-- '137 119 105 86 9'-6" 2,502 1 -147-.! 125 .., 109 96 78 10'-11"1,596 ., .94.-----'-- 80 ~ - 69-'- 61 -;- 50 12'-3" .. _1,.1_97_ ____ ~'t~,U-_-=t- 60.- ;-- 52- L 46: 37. . : _ Helg~t _. .!-~~d ~!'_ L.bs __ _3_" _~ ~.~ ~-':J.97.Q:!lo.!J_ow. Extrusion - Aluminum Alloy 6063 T-6 . -~ti~~~~-f:me = =_ iH-Jjj uW TjLJ;{ . ...__. '. r:t.~~. ~..--. tl.~~.g.n~.~.!Jo:: ...3Jt..~.~~.t\.t~ed.~.=~.{~~lnl.:~. !=05~-14._~ .....-~j 1~;~; _:--1:~~:-.-gLJ3~ :.- :~u -~~-r. ~~ . Height Load In Lb. 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 ' .1~~~~~"-- ---~l~~r---~-. -. --~~~r~T~1~r. - - - - ~~~--- :-----~~~ ! ~~3 14'.8" _2,100 _ 124.1 105 91 81 66 16'.6" 1,575 93 79 68 61 49 Height Load In Lbs 3" X 3" x 0,060" Fluted Hollow Extrusion - Aluminum 6063 T-6 11'-10" 3,408 200' 170 148 131 107 13'-19".__2,5~6. I 150 f. 128 111 98 .,1 80 15'-10" 1,988 117 99 86 1- 76 62 17'-10"-- _.~~,~~c.~:1- .8~_-~~njn -75 65.t---S7f 47 Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='5'; Structure Projection = W: A = S x ('N/2 + O,H.); If'S' = 7', W = 12', and O.H, = 2' then: 'Area' = 56 Sq. Ft. For a 10'-11" post and 120 m,p.h. wind load or 23 # I Sq. Ft. post choices are: 1) 2" x 3" x 0.044" Hollow Extrusion 2) All post sizes listed below.the 2" x 3" x 0,044" Hollow Section Note: Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT BE used because when It Is more than 10'tall it can only support 39 SF of roof. On the other hand, a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of area, Thus, design must satisfy both height end area requirements. 1 -J I Lawrence E. Bemett, P.E. ow. !MII\.I!I!R . DEMUI'IENr caeLI. TANT P.o. BOX 4318. 80UTH DAYTONA, Fl. a2t21 '1B.EPHONE (004) 787-4174 FAX (004) 787-_ SEAL 62 @ COPYRlOHT 1898 NOT TO IE REPRODUCED 1\1 WHOLE OR 1\1 PART wrmour Tlt: WRTTEN PBM8S1ON OF LAWRENCE E 1lENETT, P.E A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 "t" 19 THCKtESS OF RE~ POST r . CIoI. ~ ;:. , l' · TOP OF GRADE ~ 3" x 3" POST SEE TABlE ~ (2) 2' x 2' x "r ANOLE OR (1) U a-wN:L x "r 3/8" x 3-1/2' BOLT 80 LB. 2500 PSI CONCRETE PRE-MX ~:fi.; 3" x 3" BASE 18" 1 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION r- o L ~> l-L--JY POST .. CONCRETE '4 BAR 12" LONG POlJE) CONCRETE REFER TO TABlE 2 . . 3" x 3" POST 1'\R'oI BOLTED TO ANCHOR RISER ~ 2-3/." x 2-31." x 2-1/2' /' LONG X 1/8" lUItIG WB.DED cotH:CT1ON FASTEN PER TABlE 2 . 6 12" X 12" X 11." PLATE 3-1/2' CONe. SLAB ISOLA TED FOOTING BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION 2'-0" wt t... (1) '5 BAR CONT. ~~ ~ ~- r 'I ~ /- ~ ~ ~.~ TYPE I TYPE I I FLAT SLOPE / NO FOOl"Nl MODERATE SLOPE FOOTm o - 2" I 12" 2"112" - 1-10" (1) '6 BAR CONT. TYPE II I STEEP SLOPE FOOl"Nl . 1-10" NOTES: t NO FOOl"Nl REQURED EXCEPT wtt:N ADDRE8SH3 EROSION EXCEPT FOR EXlSTm SLAB wmtOUT REtEORCEM:NT. nEN TFEUTARY ROOF AREA I.MTED BY TABLE 2 . . 2. MONOUnIC SLABS OR FOOTt4GS SHALL BE MN. 2,600 PSI CONCRETE WITH 6x8-1Ox1O waDED wn: ~ OR FlEA tJE8H MAY BE USED .. LBJ OF tJEBH. 3. F LOCAL EU...DtG CODES FEQlHS A ......... FOOTNJ USE TYPE I FOOl"Nl OR FOOl"Nl SECT10N FEQURED BY. LOCAL CODE. LOCAL CODE GOVERNS. SLAB DET ALS ADDRESSING EROSION Lawrence E. Bennett, P.E. ow.. ENfJIIEER - 0E\IEl.0f'ItEHT CQ'4I!lU. TItN'I' p.o. BOX 4388, 8OU1lt DAYTONA, A.. 32121 TB.EPHCltE (004) m-4T74 FAX (llO4) 7117-_ SEAL @ COPYRIOHT 1998 NOT TO BE REPROOUCED .. WHOlE OR .. PARr' Wl1HOUT 1lE WRrTTENI"EN18!1ON OF LAWRENCE E. IENETT, P..E. 53 PACE ATTACHED & FREESTANDING COVERS AND UTLITY SHEDS SECTION 2 Table 2,1.1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 8013 T-8 .~\".:>> c Wind Zone · 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load · 17' , Sq. Fl I 20. , Sa. Fl I 23" Sq. Fl I 26' , Sq. Fl I 32" Sq. Fl Load WIdth ~ 2" x 3" x 0.050" Hollow TIlt 5' g'.g" . g'..o" 8'.5" 7'.11 7'.1" 6' 8'.11" -8'-3. 7'-8" 7'-2" 6'-6" 7' 8'.3" 7'-7" 7'.1" 6'-8" 6'..0" 8' 7'-g" 7'-1" 6'-8" 6'-3" 5'-8" g' 7'-3" 6'-8 6'-3" 5'-11" 5'-4" 10' 6'.11" 6'-4" 5'-11" 5'.7" 5'..0" 11' 6'.7" 6'-1" 5'-8" 5'-4" 4'-10" 12' 6'-4" 5'.10" 5'.5" , 5'.1" 4'.7" Load WIdth 2" x 3" x 0,050 Hollow 5' 11 -1" 10'-3" 9'.7" 8'-11" 8'.1" 6' 10'.2" g'-4" 8'-9" 8'-2" 7'-5" 7' g'-S" 8'-8" 8'-1" 7'-7" 6'-10" 8' 8'-9" 8'.1" 7'-7" 7'-1" 6'.5" g' 8'-3" 7'-8" 7'.1" 6'-8" 6'..0" 10' 7'.10" 7'.3" 6'.9" 6'-4" S'.g" 11' 7'-6" 6'.11" 6'.5" 6'.1" 5'-6" 12' 7'-2" 6'.7" 6'.2" 5'-10" 5'-3" Load WIdth 2" x 4" x O.OSO Hollow TIlt S' 12'-3" 11'.3" 10'-6" 9'-11" 8'.11" 6' 11'-2" 10'-4" 9'-7" g'..o" 8'-2" 7' 10'-4" 9'.7" 8'-11" 8'-4" 7'.7" 8' g'-8" 8'-11" 8'-4" 7'-10" 7'.1" g' 9'-2" 8'.5" 7'-10" 7.5" 6'-8" 10' 8'-8" 7.11" 7 -5" 7'..0" 6'-4" 11' 8'.3" 7'.7" 7'.1" 6'-8" 6'..0" 12' 7'-11" 'F~--'- 6'-10" 6'.5" 5'-9" Load WIdth 2" x .... x 0.050" Hollow 5' 13'.9" 12'-8" 11'.10" 11'.1" 1 0'..0" 6' 12'-7" 11'-7" 10'-9" 10'.2" 9'.2" 7' 11'-7" 10'-8" 9'-11" g'.S" 8'-6" 8' 10'-10" 10'..0" g'-4" 8'-9" 7'.11" g' 10'-3" 9'.5" 8'-10" 8'-3" 7'-6" 10' g'-g" 8'.11" 8'-4" 7'.10" 7'.1" ii' 9'.3" 8 -6" 7'-11" 7'-6" 6'-9" 12' 8'.10" 8'.2" 7'-8" 7'.2" 6'-6" Load WIdth 2" x .... x 0.038" x 0.100" Self MaUng Beam 5' 14'-6" 13'-4" 12'-6" 11'.9" 10'.7" 6' 13'-3" 12'.2" 11'-4" 10'-8" g'-8" 7' 12'.3" 11'.3" 1 0'-6" 9'.11" 8'-11" 8' 11'-6 10'-7" 9'-10" 9'-3" 8'-4" g' 1U'.1U- 9'.11" 9'.3" 8'-9" 7'-10" 10' 10'-3" 9'-5" 8'.10" 8'.3" 7'-6" ii' g'.g" g' ..0" 8'-5" 7'-11" 7'.1" 12' g'-4" 8'-7" 8'.1" 7'.7" 6'-10" Example: For 2" x 4" x 0.038" x 0,100" Self-Maling Beam; Beam lIPan between uprights UlIe load width to enter table, For 12' Roof Panel + 2' Overhang; load IMdth" L W" 12' , 2 + 2' 0, H, .. 8' ; Enter table on left at 8' read allowable lIPan under required load; Thus for 100 M,P,H, wind loadnive load or 17 tlSq, Ft. and Load IMdth" 8'..0" Maximum Beam Span for 2" x 4" x 0,038" x 0,100" .. ~ 11'-6" I Spans do nollndude length of lr1ee brace, Add horizontalleng of lenee brace 10 above lIPans for tolal beam lIPans " Lawrence E. Bennett, P.E. avL EIItJMEER - DeVB.OPUENT 00H8U. TANT' P.o. lOX 4388, 80UTH DAYTONA, FL 3212t TEI..EPHOfE (004) 7117-"774 FAX (004) 787-ll5N SEAL PAGE @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART wmtOUT THE WfI'T'Ta. PBUll8lON OF LAWRENCE E BBNrrr. P.E. 59 SECTION 3 EDGE BEAM 1" x 2" OPEN BACK ATTACH:D TO FRONT POST WITH 110 x 2" SM9. MAX. 8" FROM EAat PlR...N AN) 24" O.C. - , FRONT WALL PlR...N CCM'OSITE ROOF PNELS: (4) 110 x (I + 112") WITH WITH 1-114" FeIlER WA8I-ERS PER 4'-0" PNB.. AmosS Tl-E FRONT AN) 24" O.C, ALONG Sl)ES (WALK-ON) 2" x 2. OR 2" x 3" HOLLOW SEE SPAN TABlE t-EADER atAA RAL AN) KICK Pl.A TE 2" x 2" HOLLOW RAL POST ATTACH:D TO BOTTOM WITH MN. (2) #10 x 1-112" 8.M.8. IN smEW BOSSE8 EXlSTm SLAB MAY EE USED F IN GOOD CONXT1ON AN) APPROVED BY Tl-E BlLDINQ OFFICIAL (1) ...n 112" X 3-112" kBl-BOLTS APPROVED FOR 885# lA.FT WITH . STD. Pl.A TED cur 8lEB. WA8I-ER (1) 3/S" BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3" X 4" POST SCREEN, VINYL & GLASS ROOMS -------- o o A. A <I . TYPICAL CORNER DETAIL · A <I TYPICAL UPRIGHT DETAIL Lawrence E. Bemett, P.E. ava. EMJN!I!Jlf - DEVB.ClPMI!M' OClMLLTANT P.o. lOX ..... eourH DAYTONA. FL anrt '1B.EPHCtE (1104) m-4774 FAX (104) m-18IMI SEAL PAGE SDE WALL H:ADER ATTACtED TO l' X 2" OPEN BACK WITH MN. (2)110 x 1-112" SMS. SDE WALL PlR..INS ATTACtED TO 1" x 2" OPEN BACK WITH MN. (2) 110 x 1-1/2" SMS. IN SCREW BOSSES FRONT AM) SVE BOTTOM RALS ATTAct-ED TO CONCRETE WITH 114" x 2-114" MASOf>.RY QUCK SET ATe" FROM EAat POST AN) 24" ON CENTER MAX. AM) WALLS A MN. l' FROM EDGE OF CONCRETE RISER PANELS: (3) 18 x 112" SMS. PER 12" PAM3.. I-EADER ATTACf-ED TO POST WITH MN. (2) 110 x 1-112" SM9. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW SEE SPAN TABLES FOR SNAP EXTRUSIONS CHAR RAL ATTAa-ED TO POST WITH MN. (2) 110 x 1-112" SM9. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAL 114" x 2-114" MASOf>.RY ANCHOR @ 6" FROM EAat POST AN) 24" O,C. MAX. 72 @ COPYRDfT 1008 NOT TO IE REPRODUCED .. WHOlE CIA .. PART wrTHOUT TIE WRTTEN ~1S8IOtl OF LAWRENCE E. lI9N!TT, P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS Table 3~2,2: Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 8083 T-6 2" x 2" x O.OSS" Hollow Extrusion Wind Zone Load 102 M.P,H. I 110 M.P.H, I 120 M.P.H. I 125 M.P.H: I 140 M.P,H, Width Applied Load 19 #I ISq. R. 23 t /Sq, R. 2S #I ISq, R. 29 #I ISQ. R. 36 #I. ISq. R, 3S" 12'.3" 11'-1" 10'.5" 9'.11" 8'-11" 42" 11'-4" 10'-3" 9'.8" 9'-2" 8'.3" 48" 10'-7" 9'-7" 9'.1" 8'-7" 7'.8" 54" 9'-11" 9'-1" 8'-6" 8'.1" 7'.3" 60" g'-6" 8'-7" 8'.1" 7'.8" 6'.11" S8" g'.o" 8'-2" 7'-g" 7'-4" 6'.7" 72" 8'-8" 7'-10" 7'-5" 6'.11" 6'.3" 78" 8'-4" 7'-7" 7'-1" 6'-9" 6'.0" 84" 7'-11" 7'-3" 6'.10" 6'.6" 5'.10" 90" 7'-g" 7'-0" 6'.7" 6'.3" 5'.7" 2" x 3" x O.OSO" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. 140 M.P ,H. Width ADDlled Load 19 t ISQ. R. 23 t 1Sa. R. 28 t ISo, R, 29 t ISo. R. 3S #I. 150. R. 3S" 16'-10" 15'-3" 14'.4" 13'-7" 12'-3" 42" 15'-7" 14'-2" 13'.4" 12'-7" 11'.4" 48" 14'-7" 13'-3" 12'.5" 11 '-g" 10'.7" 54" 13'-9" 12'-6" 11'.9" 11'-1" 9'-11 " SO" 13'.0" 11'-10" 11'.2" 10'.6" 9'.6" SS" 12'.5" 11'-3" 10'.7" 1 0'-1" g'.O" 72" 11'-11" 10'-10" 10'-2" 9'.7" 8'.8" 78" 11'.5" 1 0'-5" g'.g" 9'.3" 8'-4" 84" 11'-0" 10'-0" 9'-5" 8'.11" 8'-0" 90" 10'-8" 9'-8" 9'.1" 8'.7" 7'-g" 2" x 4" x 0.050" Hollow Extrusion Wind Zone Load 102 M,P.H. 110 M.P.H. 120 M.P.H. I 125 M,P.H. I 140 M.P.H. Width Applied Load 19 t /Sa. R. 23 t lSa, R. 28 #I ISo, R. 29 #I ISo. R. 36 #I. ISo. R. 38" 20'-9" 18'-11" 17'-9" 16'-10" 15'-1" 42" 19'-3" 17'-6" 16'-5" 15'-7" 13'-11" 48" 17'-11" 16'-4" 15'-5" 14'-7" 13'.1" S4" 16'-11" 15'-5" 14'-6" 13'-9" 12'-4" SO" 16'-1" 14'-8" 13'-9" 13'-0" 11 '-8" SS" 15'-4" 13'-11" 13'.1 " 12'-5" 11 '.2" 72" 14'-8" 13'-4" 12'.7" 11'-11" 10'-8" 78" 14'-1" 12'-10" 12'-1" 11'-5" 1 0'-3" 84" 13'-7" 12'-4" 11'-8" 11'.0" 9'.11" 90" 13'-2" 11'-11" 11 '-3" 10'.8" 9'-7" Notes: Glass Rooms: The addition ofalumlnum frame windows with glass panes that are designed to 110 M,P,H, wind load requirements to the abo\le upright sizes increases the strength so that additional framing Is not required, Using screen panel width W (See ~1C81 glass room drawing,), select upright required from the maximum height allowed for each extrusion. Screen Splines on 3" side, eJclruslon turned with 3" side parallel to sole plate. Lawrence E. Bennett, P.E. an. ~ . 0IIMi.OPM!HT 00MIlL TANr P.o. BOX ..... 8ClUTH DAYTONA, FL 11121 TB..EPHON! (804) 787-4774 FAX (004) 787-_ SEAL PAGE: @ COPYAIOHT 1008 80 NOT TO BE ._'..ODUCB)" WHOlE OR" PART WITHOUT TlE WRTTEN PBMS8lON OF LAWJBa E. 1lENETT. P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 3-V2" SLAB ON GRADE OR RAISED FOOTHO <--LW- FOR MAX. lAI<JiT LENGTH ~ I ROOF "'of '4 SELECT EDGE BEAM TABlE 3 . 1 . 1 AN>/OR TABLE 3 . 1 . 2 :I: 1'x2" 1 VAlES NO MAX. (B.EV. SLAB OR ON GRADE) TYPICAL GLASS ROOM wmt SOLD ROOF. TYPICAL FRONT YEW FRAWIG . (tt3GHT OF lAI<JiT 18 ~8lIED FROM TOP OF 1'x2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONECTION AT FASCIA ALLOWED SEE SECTION 7 FOR DET ALS LOAD WDTH FOR ROOF PAtELS SOLD ROOF lLW-r _I r- P/2 -t- P/2 -- SIZE BEAM AN> COLlHNS PER TABlES J O.H. EXlSTm STRUCTlAE P . PRO.ECTION FROM BlJ)G. LW . LOAD WDTH VARES L P VARES ---l TYPICAL SCREEN I GLASS ROOM NOTES: ANCHOR l' x 2" OPEN BAa< EX1RJ8ION wmt 1I""x2-1I"" CONCRETE FASTENER MAXMN OF 2'-0" ON ~ AN> ~ S" OF lFRIGHT ANCHOR l' x 2" TO WALL WIlli 2-112" 110 8I-EET tETAL SCREWS WITH WASI-ERS 2'-0" ON CENTSt ANCHOR BEAM AN> COLlJW4 NTERNALL Y OR WTH ANCHOR a.ps AN> 110 SCREWS AN> WAStERS. Mt&UJI SLAB ntCKNE88 FOR SLAB ON GRADE 18 3-112" CONCRETE. SElECT FRONT WALL BEAM FROM TABlE U8NJ LARGER "A" VALlE OF P/2 OR P/2 . O.H. "P" 18 a..EAR DISTANCE FROM HOST STRUC11.R: TO FRONT WALL BEAM. Lawrence E. Bennett, P.E. CJIr'I. I5MII\&R - DE\'B.QlM!HT CONSU.TANT p.o. lOX 4311, SOUTH DAYTONA, FL 32121 l'IUPHON! (104) 7f17-4n4 FAX (104) 787-_ SEAL @ COPYAIOHT 1998 NOT TO BE F8'RODUCED N WHOlE OR N PART wrrnour TlE WAT19I PIR..... OF LAWRENCE E. IIENETT, P.E. PAGE 69 SOLD ROOF PANEL PRODUCTS SECTION 7 ;l,. PAN ROOF ANCHORING DETAILS EXlSTN3 muss OR RAFTER SEALANT tt:ADEA (SEE NOTE B8..0W) #8 x 9/18' SMS. (3) PER PAN AN) (1) AT RISER #10 x 1-VT 5MB. (1) PER RAFTER OR TRUSS TAL ROOF PANEl.. #10 x 3/4' 5MB. AT 12" ON CENTER #8 x 9/16' SMS. (3) PER PAN AN> (1) AT RISER AL TERNA TE COtN:CTION: #8 x 1-V4' SCREWS (3) PER PAN NTO FASCIA nAOUGH PAN BOXED EN> EXlSTN3 FASCIA ROOF PANEL TO FASCIA DETAIL k- tt:ADEA (SEE NOTE BB.OW) #8 x 9/18' SMS. (3) PER PAN AN> (1) PER FISER FOR MASONlY USE V4' x 1-V4' TAP-CON ANCHOR OR EClUAL AT 24' ON CENTER FOR WOOD USE #10 x 1-VT SM9. OR WOOD SCREWS AT 12" ON CENTER ROOF PANEL #8 x 9/16' SMS. (3) PER PAN AN> (1) PER FISER EXlSTN3 HOST STRUCT'lR:: WOOD FRAME. MA~Y OR OTtER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: ROOF PAN3...S SHAlL BE ATTAa-ED TO nE ~ADER WfTH (3) EAa-i #8 x VT LONG CORR08ION RESISTANT SH:ET tJETAL SCREWS WfTH vr WASl-ERS. ALl SCREW tEADS SHAU.. BE CALl.KED OR SHALL HAVE tEOPReE GASKET BETWEEN TIE WAStER AHJ TIE PAN. PAN RIJS SHALL RECEIVE (1) EAOi '8 x V2' SCREW EAai. TIE PANS MAY BE ANCHORED nRlUGH BOXED PAN WITH (3) EACH '8 x 1" OF TIE ABOVE SCREW TYPES AN) TIE ABOVE 8PECFED AS SCREW. Lawrence E. Bennett, P.E. crvI. ENOH:ER - DEVB.0f'MEHT' CONSU.TANT P.O. BOX 4388, sourn DAYTONA, Fl 32121 1B..EPHOtE (804) 7117-4n4 FAX (804) 7117-_ SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED .. WHOlE OR .. PART WrTHOUT 1lE WRTTEN PEFNSSlON OF LAWIB<<:E E. BENETT. P.E. 113 PAGE SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.2: Allowable Spans for Industry Standard RIser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3" x 12" x 0.01'" RIa., P.ne" Caen a.t1dlnaa Enclosed Buldlnoa Wind Applied Overhang CondKlon Wind Applied Overh.ng Condition Region LOIId NONE 1'~" 2'~" 3'~" 4~" Region Load NONE 1'~" 2'~" 3'~" 4'~" 102 M,P.H. 17 11'.11' 12'.1' 12'.7" 13'...~ 14..... 102 M.P.H. 29 9'.1~ 9..... 9'.11' 10'.11' 12'.2' 110 M.P.H. 20 10'.11' 11'.2' 11'.8~ 12'.8' 13'.7' 110 M.P.H. 35 8'.... 8'-6' 9'.3~ 10'.3' 11'.6' . 120 M.P.H. 23 10'.3' 10'.5' 10'.11~ 11'.10' 12'.11' 120 M,P.H. 41 7'.8' 7'.11~ 6'.8' g'.g' 11'.1' - 125 M.P.H. 211 9'.7' 9'.10~ 10'.5' 11..... 12'.8' 125 M.P.H. 45 7'.... 7'.7' 8'.... 9'-6- 10'.10' 140 M,P.H. . 32 8'.8~ 8'.11~ 9'.7' 10'.7' 11'.10' 140 M.P.H. 511 6'.7' 6'.10~ 7'.8' 8'.11' 10'.4' 3" x 12" . 0.0211" RIa., Panels Open Buildings Enclos.d Buldlnga Wind Applied Overh.ng CondKlon Wind Applied Overhang Condition Region LOIId . NONE 1'~" 2'~" 3'~" 4'~" Region Load NONE 1'~" 2'~" 3'.0" 4'~" 102 M,P,H. 17 13'.11~ 14'.1' 14'.8' 15'.2~ 18'.0~ 102 M.P.H. 29 10'.8~ 10'.10' 11'.4' 12'.3' 13'.4' 110 M,P,H. 20 12'.10' 12'.11' 13'.5~ 14'.2' 15'.1' 110 M,P.H. 35 9'.8' 9'.1 l' 10'.6' 11'.5' 12'.7" 120 M,P.H. 23 11'.11' 12'.1' 12'.7" 13'.4' 14'.5' 120 M,P.H, 41 8'.1 l' 9'.2' 9'-10' 10'-9' 12'.0' 125 M,P ,H. 26 11'.3' 11'-5' 11'-11' 12'-9' 13'.10' 125 M,P,H, 45 8'.7" 8'.9' 9'.5' 10'.5' 11',8' 140 M,P.H, 32 10'.2' 10'.4~ 10'.11' 11'.9' 12'.11' 140 M,P,H. 58 7'.8' 7'.11' 8'-8' g'.g' 11'-1' 3" . 12" .0.032" RIa., P.nels Open Buildings Enclosed Bulldlnga Wind Applied Overlulno CondKlon Wind Applied Overhano Condition Region LOIId NONE 1'~" 2'~" 3'~" 4'~" Raglon Load NONE 1'~" 2'~" 3'-0" '4'.0" 102 M.P.H. 17 15'.5' 15'.6' 15'.11~ 16'.6" 17'.4~ 102 M.P.H. 29 11',9" 11'.11~ 12'.5~ 13'.3' 14'.3" 110 M,P,H. 20 14'.2" 14'.4" 14'.9' 15'.5~ 16'.3" 110 M,P.H, 35 10'.9' 10'.11' 11'.5" 12'.3" 13'.5' 120 M,P.H. 23 13'.3' 13'.5" 13'.10' 14'.8~ 15'.6" 120 M.P.H, 41 9'-11' to'.I~ 10'.8' 11'.7" 12'.9" 125 M,P,H, 28 12'.5~ 12'.7~ 13'.1~ 13'.10~ 14'.10' 125 M,P.H, 45 9'.5' 9'.8' 10'-3' 11'.2" 12'.5" 140 M,P,H, 32 11'.3' 11'.5' 11'.11' 12'.9~ 13'.9" 140 M,P.H. 58 8'.6' 8'.9' 9'.4" 10'.5' 11'.8' Note, Tol81 rOOlpan81 width. room width plus wall width plus 0llUm8nll, Table 7,1.3: Allowable Spans for Industry Standard Riser Panels for Various Loads A1ulrinum Alloy 3105 H-28 3".12".0.01'" RIa., P.nels O-n Bulld- Enclosed Bulldl""a Wind Applied OverhalVl Condition Wind Applied Overlulnn Condition ~on Load NONE 1'~" 2'~" 3'~" 4~" Re"1on Load NONE 1'~" 2'~" 3'-0" 4'.0" 102 M.P.H. 17 13',10" 13'.11' 14'.5" 15'.1' 15'.11' 102 M,P.H. 29 10'.7' 1 D'-g' 11'.... 12'.2" 13'.3' J 10 M,P,H. 20 12'.9' 12'.11' 13..... 14',1~ 15'.1~ 110 M,P.H. 35 9'.8' 9'.10' 10'.5" 11'.4' 12'.6' 120 M.P.H. 23 11'.11' 12'.1' 12'.6' 13'.4' 14'...~ 120 M,P.H. 41 8'.11' 9'.1~ g'.g' lO',9' 11'.11' 125 M,P,H. ze 11'.2' 11'.... 11'.10' 12'.8' 13'.9' 125 M,P.H. 45 8'.6' 8'.9' 9'.5' 10'S 11'.8" 140 M.P,H. 32 10',1' 10'.3~ 10'.10' 11'.9' 12',10" 140 M,P,H, 511 7'.7' 7'.10' 8'.7" 9'.8' 11'.1' 3" . 12" . 0,0211" RIa., Panels ODen BulldlnllS Enclos.d Bulldlnaa Wind AppIlad Overhano CondItIon WInd ApplIed Overhanll Condition Region Load NONE 1'~" 2'~" 3'~" 4'~" Region LOIId NONE 1'~" 2'~" 3'~" 4'~" 102 M.P.H. 17 18'.2' 18'.3" 8'.8' 17'.3~ 18'-0' 102 M.P,H. 29 12..... 12'-6' 12'.11' 13'.9~ 14'.9' 110 M,P.H. 20 14'.11' 15'-0" 15'.5" 18'.1' 18'.11~ 1 '0 M.P.H. 35 11'.3' 11'.5~ 11'.11' 12'.9' 13'.10' 120 M.P ,H. 23 13'.11~ 14'-0" '4'.5' 15'.1~ 18'-0" 120 M,P,H. 41 10'.5' 10'.7' 11'.2' 12'.0' 13'.1' 125 M.P,H. 211 13'.1~ 13'.2' 13'.8" 14'.... 15....~ 125 M.P.H. 45 9'.11' 10'.1' 10'.8' 11'.7" 12'.9' 140 M.P.H. 32 11'.9~ 11',' l' '2'.5' '3'.3~ '4',3' 140 M.P.H. 58 8'.1 ,. 9'.1~ g'.g' 10'.9' 11'.11' 3" . 12" . 0.032" RIa., P..... Caen Buldlnos Enclosed Bulldlnoa Wind Applied Overhano CondItIon Wind Applied Ove,luIno Condition Realon Load NONE 1'~" 2'~" 3'~" 4'~" Region Load NONE 1'~" 2'~" 3'~" 4'~" 102 M,P.H. 17 17',10" 17'.11' 18'.... 18'.10" 19'.7" 102 M.P.H. 29 13'-6' 13'.10~ 14'.3~ 14'.11' 15'.10' 110 M.P.H. 20 18'-6' 18'.7' 18',11' 17'-6' 18''''~ 110 M.P.H. 35 12'.5' 12'.7' 13'.1' 13'.10" 14'.10" 120 M.P.H. 23 15'.... 15'-8' 18'-11' 18'-6' 17..... 120 M.P.H. 41 11'.8' 11'.8~ 12'.2" 12'.11" 14'.0- 125 M.P.H. 2. 14'.5~ 14'.7' 14',11' 15'.8' 18'-6' 125 M.P.H. 45 10'.11' 11',2' 11'.8~ 12'.6' 13'-7' 140 MP.H. 32 13'-0" 13',2~ 13'-8' 14'.... 15'.3' 140 MP,H. 58 9'.10' 10'.1' 10'.8' 11'-6' 12'.6' Note, To18' roolp8ll.' wid". room width plus w.n wtdth plua Olem8nll, Lawrence E. Bennett, P.E. avl. EHCJN:ER - 0EVEL0ASfT CClMU. TANT P.O. BOX 4388, 8ClUTH DAYTONA, FL 82t21 lB..B'HOfE (004) 787-4174 FAX (804) 787-ll888 SEAL PAGE @ COPYAIGIHT 'lODe 120 NOT TO BE IE'AOQUCED .. WHOLJ: OR .. PART WITHOUT TlE WRT"TEN PERMISSION OF LAWRENCE E BENETT, P.E. ALUMINUM FRAMING COMPONENTS l1"f JJ A - 0.24 n I WT. 0.28 p.lf. Ix · 0.14 n" ax. 0,18 n" 8083 - T8 ,2"1 OJ SECTION 8 A-0.50n" WT - 0.57 plf. Ix - 0.28 n" ax-0.37n" 6063 - T6 1" x 2- x 0.044- OPEN BACK SECTION 2- x 2- x 0.055- PATIO SECTION r- 2"1 OJ A-O,32n" WT - 0.37 plf, Ix - 0,18 n" ax - 0.24 n." 8083 - T8 r-2"1 OJ A-0.84n" WT - 0.74 plt. Ix - 0.75 n" ax - 0,70 n I 6063 - T6 2- x 2- x 0.032- PA no SECTION 2- x 3- x 0.050- PATIO SECTION ,-T1 OJ A-O,38n" WT - 0..1 plt. Ix · 0.19 n " ax - 0.28 n I 8083 - T8 ,-2"1 ~ ~l :". J A - 0.75 n I WT - 0.86 plf. lx-t53n" Sx - t07 n I 6063 - T6 2- x 2- ,x 0.038- PATIO SECTION 2- x 4" x 0,050- PATIO SECTION ,TI OJ A - 0..2 n I WT - 0..9 plt, Ix · 0.23 n" ax - 0,31 n I 8063 - T6 ~- x 2- x 0.044- PA no SECTION Lawrence E. Bennett, P.E. aVI.. S<<JIEER - DE\lB.Of'M!M' CONSU.TANT P.o. BOX 4388, SOUTH DAYTONA, Fl 32121 TB..EPHCltE (004) 7~-4774 FAX (004) 7~-_ SEAL @ COPYRIGHT 10ge NOT TO IE REPRODUCED N WHOlE OR N PART Wl1HOUT nE WRTTEN PEH18810N OF LAWRENCE E. B9tETT. P.E. 135 PAGE SECTION 8 ALUMINUM FRAMING COMPONENTS PAGE r3", D1 A.O,84"" WT . 0.73 p,Lf. Ix · 0.39 .,,4 8x · 0,50 .,,' 8083 - 18 f2", OJ A . 0.47 .,,' WT . 0.54 p.Lf. be. 0,55.,,4 Sx . 0.51 ." · 6063 - 16 3" x 2" x 0.050. PATIO SECTION 2. x 3. x 0.050. TL T SECTION A · 0,71 ." · WT · 0.82 p.Lf, be · 0.48 .,,4 8x. 0.68"" Iy. 0.92.,,4 8y.0.81.,,' 8083 - 18 3. x 2. x 0,070. PATIO SECTION f2", 1 ~ J r3", ~ '!OJ I.. -l A-0.57"" WT - 0.65 p.Lf, be - t14 ." 4 Sx .'0,81 .,,' 6083 - 16 2. x 4. x 0.050. TILT SECTION Lawrence E. Bennett, P.E. aw. ENtJHDf . DE\lB.CReIT OONIlU.tANr P.O. BOX 43ll8, IOUTH DA YTCNA. A. 3I1t1 TB..EPHON! (lI04) m-4T74 FAX (004) 181-_ SEAL 136 @ COPVRIOHT 1008 NOT TO IE fE'AODUCED If WHOLE: OR If PART WITHOUT TtE wm"TEH PEHISSlON OF LAWRENCE E. BENETT. P.E.