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FLS2003-08039 (2)FLS2003-08039 2366 ANTHONY AVE PRESCOTT, RACHEL PLANNER OF RECORD: BSB ATLAS # 233B ZONING: LMDR LAND USE: RL RECEIVED: 08/20/2003 INCOMPLETE: COMPLETE: MAPS PHOTOS: STAFF REPORT:. D1~C CDB: CLW CoverSheet ~.. ~ ~,...~ ~~ ~• i!~ I//! 0 ~aT r~ _., o.. N mow.. ...~. ~~ ... Q-J1 ~. ~ ~~ ~ t• ~3 Z~3~ . . Eh ~ ~ ~~ C/~A~2GE5 WALk h ~/CNArPDS, ,t/O C~!/CA~O T/TGE ~Itn~ SAnc.1,~,3.. ~' ,, 1ria%. r. ~ 4;~,n,~. ~~,~ • ., , . ~ '~o ~T ~ ~no~ C ~~ ~ .. ~ o.~,,~, Ass ~cc. ~ . w .~ Ta,~ c~~ I , 1 •~ ~ . r N i 2' /a//et~ Curb S ~,~ 87 d~ .~ ~i. ,.... Z01~NG ~ '1rC.Mv, i. FRaM ST~~E~' R,©.~~ ~~1i ~~ ~~ ~ ~ / ~ ~~ _• _t~~ i v ~IEC~t 3°4~ '~ ~~~~~ h N'r cjcL ~ ~ourH E/eva tiari ~~ ~ CrYP•~ . __ (.JUWGUti G aa~vr KJ - u ~, NORTF ROSEMARY M. M~tiAY ZONED, AE ~ ii •, ~ 85 - - - ~ ~ If n . I _ _ ~- r ~. II II I I I~ } , i ~~ I Fr:!! 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'~ ~~~._ . ! ~~,-i ;w >~a • ~ }~r~l ~' F ~ `, .~ •~•. _ -I '' .. ` t ~_ Ong 5r®r~y M::ISprtr s ~ ~, n,r 2 315.,? 0 BLlILDlNG DEP"f. ~ ~,-/• 3 C17'f OF C;LEARWATER ~'~tS.'~ i ~fU' 34.0' r- r~ 3<~ Co' d.8• '~ ~ +-6'r I.J'1 0 • ~ ,~ - --- ''' GGrane SIIIb E.Icv.-75.z1' 'd . c c... r ~t.lE39' ~3' /Co' ~ X7.00 ~F~i rt ~, •/ lJyprla~+t ,r,/ nb 2' Cu~b~I n Q ~_ - l ____,~-~~. .-_- p O - ~ - -- --w ~~lf ` /,//s_ ~. C.eEE ~ G,2G G ~ / c~50uTH ,~ f D "Tr c t 5 ~~. ~1 J ~ ~ '~' ~~'I/~ft~ ~~Q3~GRJL~7f FB PG Avo 'c'o Garr 4rc•,rra~ ;C-!3.8 A SURVEY OF LOT ~~ $% ~Cl~ F _ _['O~J417"r2';~P,,A,,Q,L. AS RECOR~'E© Ih PLAT BGOK. 7'4 RG.GES/`~-7j OF ?HE A'J°Lli; f:ECCROS OF P/rll~LL45 0^LNTT,FLr~S~A The Swref 'tP.;r~:~.^.`.c'd h~e:n rr~'s 7~e rG;;;i .~;~SS ~f 7`t 4~:rin:~ ~x}iricai St'srocrt.S for LmG $urre~iry n .~,e Stns aU =~ora,o pe- i:r~~#a• 2! Hip - 5, t:S:-C. _- ~`~~'d= ~'E •~7~~ CERT{FIE[7 aS TO SURVEY . M. - I.?.rt µil ;~ R ~. ~t ~,i _:t• ~ ;~ ~f ~`: ."~, ,~ ^';~ 1 sLc noN ...3z ..... 'TVwrvs-rif ~ , ze ...s, KrtNGE - - .1.4 ..E, ...Piny 11 as ..... courvrY, FLar~i~n ~~io~~ ~ 1 tr.4 .r.> L t_ ~ ~v pp,~7 Zi0HINM1NIMUPA 8'~ ~ ~ ~~14~U ~+- t~+~Cl . '~ BUILDINS; SE; 3.'~ClC ~~ ~ ~ j~° FFR p ~ IYS~I -FROM -~ ~,~ 1 1,. ~ '- R.O.W. 7 ~~b~~.` f3UILf34NG (3En1 ~ CITY Qf CLcAF1vVATFF; ®R ~v ~bv. ~ Io.ny RSSa / ~`1!c.Pl ~sf~' ~ ~~ P" ! UIRED -~-_~.,,~ G~ SEPARAYE PERK 71st ~y ~ p+ay. G.2.n'Ys r~K a/~1' +F~~R y1~ u~a~ ha G$ t A\Ar1 .~ 4' / r ' iE `l. ~~, ~p ~N 10.0•' ~_ fi. ~ II.~ R. ,i .~ ~/ Ira o _ ~+ loot T~•" ~ ,•. T p aF t3Lo~K T. / ~A Jt- I ~ r ~ ~_~_ 2'__•_9_.1---- ~~ O / ~ ~ .'~ - ~ L'p,.'nJ S~ ,1u.r ~,~. R...~/ d ' ~ Yi ~ 4~ - o ~ line 4.a2. oo' h~1R w1 rv$ V 1-~ - ~ 1 1 ,[ ,~S ~ ',; C ~~~1 I ;; LEGAL DESCRIPTIDB LOT ~. i*~K E. CDIMiR'f PA48C, AO~I~G TO TFE RAT TtER~ AS READ IN RAT BDdC 74. PAf>f~ 69 TFf3i 71 OF Tt~ RgIC RECOT~ OF PIl~iLAS, (X111IY. Fl-Qt1l~- fL00D ZOME Ttf ;,HOYE l r"RDS-"fR1f A'~'RRS 1Q 8£ I!! ZQE C. 1!1 P~MIl~ 1s!TTH T!f FI9~ W1P OF Pl1~7.LA5 OQl7ETY ~++,urr PA~7. ro. i2si~me~-c, nrw REVIS~n ,uE i. ~~. ~~ ~ ~ ~ N - f (~ o ~I ~ l~ ~ L E G K d0UR0ARY SURVEY _ _ slftvfY tS SlA9~CT TD A TITLE sEARGH FOR MATTERS OF RECORD F~ _ ~~ rtoR RtaD I'OC - IONr of CCtiMICMCE>,EMr EFFELTYXu' TFiE PROPERTY. FIP - fTMAA7 WOM PM'E 1'OR - ~r ~ ~ dA513 OF gfpR1NG ,ARE PLAT, UNLESS OTNERW,~E NOTED NERE0~1. FlCM _ FDIAID COMfJPE76 rowuc'Nr- K - MAVi of CWVE NO uwERGROUND gA>ROVEA/lNTS LOCATED OR SHOWN HEREON. PRA. - PERl14IENT REFFAE[VC£ MOMAM1LMr a - C[NT£11-iH[ CERTIFIED TDB TUMK E$?DSITO JOB NUMBER~900746 DATE SURVEYED~1-2]-90 REVISIONS: FOi1NL1~1Ti0N TIE IN 1-22-91 910055 CERTYICAT[: Tlf Si/PVCY ACPRESEMIED xEaM ooES rEEr rl~ x C~F.~.U~yRY.JE a` f/ hEOuRC YCM7 OF UTAPf[R 211-1-6 FL ApWM~4 VE C AAD ~~ A~.aw~7~-~Y. ~'Q fnERE AR£ MO EMCRGL1CINeEMi3 CFPT AS Sf MF ~~ 5~~, LAA~ /~ -~ 32l/ Ll& ALT, /9 K S/A11~ O /~/ PALM fZLY~L7A .3~6e-J ~. ~tlll b'1 FLA REG. Sy/tVt Y NO. Q~ ~~ ~~~*~ (MOT VAI t lM1.F5i Ffu[i(+SS["' Ii'/ SEAL./ f~ 1~-/~6 L6 Ie~ . ;;_ :: ~._ - .~..:- ~~~ -. ~ C I T ~' O F C L E A R- ~' A T E R. - - .4-•~. PAST OFFrCE 6OX a74B - ~_ -~ -. - - - Ct_EAtiwaTE~i. FLORIpA 3a6te-a7a8 ; r Au~us[ 7, 1'991 .. Ton}' Esp~'sitc~ - >{~-Tali '~IRC DrtVC _ _~. ~afciv Harbor, Florida 'r1t~3_i i'~d: z'rmit ~ `11i}.~iHl=~ - `3(itti Anihc~nl .~,Vl'nuc f'~rr;iit `1i(1S(11).~? - ~> tU[honv r~~'Ln1:~. I]ear Sirs. 1a re~zewine our files i[ has come tc? our attention that the above referenced permits hsv~ not had an~• inspection activity for more thaa siX months, To svoid a penalty ~F 5~.(H1 c:r up tr, JO`ie of the uril;inal permit i:•;; which ever is p7eater. please request your ;in:il inspection witfsin 30 davs- 1n the Future f will not be scndins aut a reminder Iet[er. I surest you check Four files for ant' additional permits you may hae'e pulled and nt~t had final insp•.;ction on that may he :shout to expire. If you have anv questions, please Feel Free to call m~ st -~c;'-b~~t). >inc: rclr~, ,. ~ ~- ~ !~~ Tharnas Ch;~plinsltiv~; L.1)nStrllCtlCn Sur)er,~isc~~ ~Ifti' i!i t~IC3rK'atCE ti~: - n:: ~~ StC'TfON.. ,.32.... , TOWNSttI!' . z~ ...:;, 1~i1N1~1:.. 16, , ,L, ...P,I~~lIdS.. , ..COUNTY, FLGl11Un aw ~~k~ ; ~~a~~ p~~J~ . ~ ~ 1 lr.~.rl 1 C~ .,.r ,. ~ , ago ~ S ~ ~ , , , : ~ ~ ~ ~ t ~~~ ~, ~ . . ~ ~ ~~ 1N~o v,P~~a 1 ~~ 4~ . , , . ~ ~v11ruG~EPP ~ ~~. ,~ ~` ~QQ ~~ ~ Q' ~ / O+Q~ •' G~2.•4'~ hYt E*Y41' i!y ~• FI'R yl$~ L.1~.• ~• ~1' Ci4s lti~ ~ . ~ c.l ~ ~o uT~L~T~C '~d°~r'1C1--T _. _ _ r`\ .~ rE ~~ ,, ~ H N z . o ~_ 7r. 11,14 ~ ~~ ~ ~ 1'~O r ~ ~~ 1 i ~~ 1-'~ ~ ~ ~ 0 1 ~ ICLS ~ ~ ~ 1'1.0 ' ~ L ~ i laa~ ~ TCN aF ~-LpGK ~, '~` ~ d d~ , ~ ~ ~ r ~ ~ v 0 / ~' ~ ~ ~l ~~. o -.. an lust 402. oo' h~1R hl ~-S4$r (~ ~~ ! •^ ~ ! 1 ~s~ ~ :.1 D ~i r ( ~ ~ ~~ ~ ~. 1 ~ LEGAL. DESCRIPTION LDT 39, I1~( F, ~NiRr PAflIC, A~iDIN6 TO TLE PLAT 1tQi~' AS REND IN PLAT 8{~ 14, PANT 69 T~1J 71 ff llf P1;E<IC ~ ff PINFII.AS CQNiII. fLl~t[d1. FL.OUD ZONE 1HE~ AEDME ~tIBED PI~PERY APPEARS 10 BE IN lt~E C, IN A~MCE 41I1H 1Ff F!~ MwP ff PII~E11A5 CQ1tIY CQMIIITY PAS. 10. 1251,'~D~~, MAW REVISED a1t1E 1, ]983. L G ~auxaAxr suRVtr _ li~RVEI' R! slJE~CT Tn A TRLE SEARG1f POlP AfATTER3 OF RECORD FIA - Fa1A~D J1DN RQO r'OC - tO~rT OF c~crrwrNCUrE,+r Ef~FECT1x0 T'F~ PROPERTI: ~ FrP - Fo1~1~D IIOiAf ~E I/'00 - IQNT Ol* Q[WIIMrMO AASRf Of dEAl~K1 ARE PUIT, 1pYt.ESS OTHERWISE NOTED HEREON FCAI - Fd~K1 CONC!!ET[ AKY~+wENT K - tgNT QR CI.IRV[ x0 IrWER6R01~ Msa'ROYE~IENTS f.OCAT'ED Qft SHOWN HEREOK PRA+ - PfliMrurEKT IKIEAfI~It[ rdwAl>fxT Cl - CRMLA-Ll~[ CERTIFIED TOE TQ~Y ESPUSITO JOB NUMBER'900146 DATE SURVEYED~1-27-90 RE1/ISIONS~ FOtJNaAT1oN TIE IN 1-22-91 910455 ctRrrFlur[: THE Sulav[Y REPRESENT[D AEON DOES w[[r Tr1[ GEG1~CrF a SI+~AP !! R£pl,rlEi~Nr AF CNAPTEA 11tH-6 FL AD~YN:4 C Alm A~ A~~~~~ ~,() T?iER[ ARE MO [1VCRGWCfIMEH TS C[Pr ASS HE ~~ S~S L/Q~ S /f 3Yl/ LAS ALT. /9 /K SLITF D {L, PAL,N hIAl~9aR fZG~A J~~S B. S~tl1 flll REG SIAtVEY N0, 4~ ~~+~' ~'~~ fHOr VA I:PJLESS EM90SSF T4 SEA1.1 I~AX 7B6-1P36 L8 1834 • i~~i. i :~.SI. ~ . I ~; ~,, , ~ h~ ~~~:S,,aE ° p ~ 3 o~ R ° a~ r ~y~ a z~ ac o~ ~~ ~~~~~a~tR n q "" Qr ~ ~p ~ sn~or-~s~ ~ ~~'J~ i ~~ ~~>P ~~ P ~ •~ i ~~` ., PF ~ ~~ ± . _ ~ ~- r ~c ~ ~ ~ ~ ~ a~. c.r ~n y ~ , ~ o ~ ~i P ~1 PGY~I~ '(ALA ~,~. ~~o, QQ r -5 4~a3 ooze , .~ , ~~~ ~ 4 ~ ~~ .;L. ~ .:~ ~ ~ ' ?~ ~.~' r ti I ~~ ~F4ti :.. us ~;. ' - '-a' . t/ _.~,r i i ~ ~ ~n.~:. ~-" :~ -,- ~ . ~~~~" .; ; \ . . :'~~ = ,.. ~~ ~ ~I I ~~~ ~~ r_ E ~! f ~~ `~ I C i o~ i ~d }. ~ , ~do~ ~ , ,.. ,. ~~e ~~ ~ ~h I -{ tb qu _, 'u A, zr ~ti~ F i - ~'_~u o -' ': , ~~' ~' --- ,. . ~ SECTION.. 32 TOWNS?Ilf'. I~l...S, (7/IN F:'...I,6 .'..E, .Pinellas. ... COuN7Y, FLG/RDA . , . ~~ 1 ,., r ~ ~ ~' . ~~ Y ~•' ~~ ~~ ~~ ti, ~ ~o QOM. ~; p~ht. ' '. '. ~ ~ ~ r1 !a.~ 4w ~1~.4,P y ' ~ i ~ ~ ~ , ' ~W ~' ~ ?'~Z • p+2.4~sr ~~ al'~~ it ~ ~~ . 4~.~ W~ ~' ~ Ib'' E. ~ c ~ ~o u'T'i1..~14C ~~s~rteN-r ~/ ~ ~ ~. . . ~ / ~~ , ; ~. .~, , L ~~ `rlq ..' ..~ ,' `f '~4-©G1~- ~' ~~ T ~ ~~ . s / C ~--r ~ ,..~ ~ ,4~. i~~ 5. .~ ~ ~ `~~~ Q ~ ~~ ~ ~6~~14 ^ g1~~~~ ~,~ ~ V a+s lix 2a1. oo ' n~wR ~.~ ._, ~ , - , j , , .' :. ~ ..~ r '~, i r LEGAL DESCRIF'TIOM . i. LDT 39, ~ f. ~!(IRY Pte!(, llt~~[tr TO Tlf PlJ1T T1fAEtI~ AS RECUT} lM PLAT BDdC ]A, PAffS 6A Mtl !1 ... ~ lIP TIE I~.IC R~5 f1F P[1Etll~ CIL`.TY, FL0t1Iri. . f LOQ~ ZIUIE TtE JIlR11fE <E~tIRED~ Pi~RY A~'EMS TC~ BE IN a!E C. IM ~ M1TN TIE f11~ IOW ff i't'1E11J16 f~lln tXlIUIITY PUMEL Ia. l?533~-~C. M~ REVISED ~E 1. 1~. ~3 ~ ~ A ~-~~e N ~~ a v~ eDUNaARr lurrve r Y ~ dLa~CT fro A 'rTTLE SEARCH fOR -4ilTERS OF RECORD [P1[C7N10 Tld PlrQrflfTl! QAdia Of ~AI~WO AAE PLAT, lAb.ESS 0THfRlr~3z WOT~D h~REGre no u+o~eaau~ era LOCATED OR aHC~wrr more CERTIFIED TOE Tallr ESWOSITO rw - roues wor ~eac roc . rover a ca~rwcr,rnr !II - rou~0 NOM r/"[ rnr • rG~/T ~ /[OM~rr mr • ro~ ooNC~ettt r n . ro~rr' a- cum r+ei. - r[~wa[~rr ~-e~rNCt .~a~a~rxr a • ac~-r~-erre •~~,. carry rb.vr ~,~- rat nr , JOB NlM19fR ~ 9tm 746 GATE Sl~ltVE YE0 ~ I - 21- 90 REVISIONS aa-rr~ur[ ~ tr+c auwcr ~[r~asr~rea cw area +~crr na C~.'f Q Sli/i' !I ~ca.+crar a awrr~ ti-.r.~ n ,W~rH,s c ~ ~ AAD ASSGiC1+IT1E~ ~IIR.'1A~CIRAT>rD r-efier ARr Np ~Nrs crrr ~s ~ LAAn R3 L~IAD PrAAME>~t . /f .l~?N Ll3 ALT. J! K l~LITE' C ' lL PALM /iN~LIR fLCl~i/ J~6Ad B. 9~itl+ . fta. Rra Surrvfr Ho. 40D0 ~~~ am vn u~ r. sa r~r~.4tp r e~ s[qi .l FAX 7a6-/$S6 Lf3 leJ4 `~ L ry V6.~ ~',~ ~~ fl .~ Y ~a S i rj ~ ~ `SV ,q I ~~ ~~ u! __~__ __ ~~ ~,. rp~ ~, ~~ . ~Il1J /)'7~ ~, M~ GA' ray t_~ / ,/ ~! - ~ - ~~ / D~/ ,~'~ ~O ice` ~ .t p~ n 4~'' b~ ~. ~ •~ Ac. ~+~. ~ _ ~ ' .. ~~ ~~~'~ ~bti/ -- r '\~~+ ~1;~' / 5 ~ mot. .. / ~. :. y o~ ~. ''~ ~ .__ - ~ ~ , , j4 ~ ~ '~~ -~ of - -- ----T «,~,.~.~~~ ..~:~.~. J ~I~ ''~Lr\1~ 4~dtt::t:Y~7E1 ~/ ihh:: ~~~ ~tp~ n~ivat~r. /i . ~~ ~~% C1IRVIR 'A L'YCTA : o r FK-ie + 5a~ _ t~cacp 9C.Yj~ > }1L. ' i -_ - - ~ _ x ~~ ~ ~ ~. ~~ Y r ~~ ~~r1~ ~~: _ '-~ • • • • ~F+aJY avE. i~= ~~ (R `1I ~~ I i ~ _ N ZX% ~~ i ~ 1 ~ i j I N ° i a. i I a, ~ ~~ ~Yfi` 1~ I ``.. ~ I ~~ I~. e ,X~2 ~ .~~ ?~. S• v v ;~ f °~ 0 -: "" ~ f ' ~- ~~ J - l~ I ` ~ I ! ~ r..~ ~~~ ~ I ~ I r N ~j ' ~ ~ I ri ~•_:' Imof// ; l .~ pie ~\ +~~ !' . ., t r~//J \~~ ~, ~~ l ~! ~~ I Y ~C ~ ~t V ',l~ ~ -~..~ f ~ .` U, ~- ~,~ ~~~ ~ ~ ~io~' ~ f=n- ~ r'.c~f©5 ~f~ ~. MAP ~OF BOUNDARY SURVEY STREET ADDRESS: 2386 ANTHONY AVENUE. `SECTION 32, TOIPNSHIP 28 SOUTH, RANGE 16 EAST i CLEARYVATER, FIARIDA J r W ti IW I \ /_ ry V I / ~ FCIR 5/8' ~( t LB# 28 E s ~ L17T 37 eC ~ \ ~ ., . N a ~ ~ ~~o ~ SCALE 1" = 30' r 1 , 1 • y Curve number 1 ND GDR FND -- ---- 2 50' RADIfJS ti `~ Ra dlus= 50.00 Del tb = 113'05'25' j ,_...-.-.----'---"'°°'°"`~~ Arc= 98.69 67 T t= 75 ~ ! i~; ~ , ' I ` ~ ~ ' ~ ~~ "- ~~I~ . angen ~I ~ ~ iC; Q ~ Chord= 83.43 ' ' . ~ _ . ~ s .1' Z ~ , j , ' `~ ~ I ` ~1~ . Chord Brg. N03 22 SI E N03.16'17'E 83.45'CM) ' .~ ~ . ; FA ~ h~ p / ~ ~ ` ~ ~ ~} u y i ~ ~ i' 1. ~ ~~ .,.. Curve number 2 ` 'fog'` / ; ''~ ~; ~,,:; \FIR 5/&• R 2` ~~" i ~" A ~ ~,, Radius= 50.00 N!] ID LB# Ie3 I~ `4 CSW - Del to = 60'06'00' ~ ~ : ~ ` ' Arc= 52.45 ~ ?i C2) ~ Tangent= 28.93 / ~ ~ - 11 Chord= 50.08 /' ~ ~ _ / - r ~ 1 ~9 i Chord Brg. N89.58'16'E ~>> ..'. CONC ~ 3 a LlIT s8 ~ N89.46'30'E 49.94'CM) ~ ~ ' 0 1' F ~ >~(zlvt= ~6 5' CSI '` d°O wsi . . / . '~ ' ~ 20.1' .6 0 / ni 12.0' 0.6 ~FF / /, / ~" I ~ .6 W / LOT 40 ~Q~~' htib~~a- / o ~ I ' ~ ~ 2 , 6,, Q .' ° ~ ~ ~ / ~ ~ / ~ AC ~ 5 i1.D'.: ~n (v ~ SINGLE STORY S b ~w / '~e ~ b RESIDENCE ;r - O 3 f ~ pti /ti ~ T 9 . L ~ I~ a_ ~'l3~sr ,~ ~p~o~ / , 36.3' BLOCK F ~ l i! T ~~~ '0 ~ ~ ~ /_ ~' 3 ' ' ~P ~"O~ 3 ' ~ / 9• d ~ .0 `' r SCR. ENCL. F /~ i b ._. _.,Y f 7 ~ a. ._. .._..~. _„ ~a ~l~ t .. a / __ _ 3 .7 ' ~ - ~ ~Y : a ~ ° ~ 21.0' • v CI7NC ~ FIR 1/2' ~ / ° a . ~ OS 1 T O i'llFF NO ID 0.1'OFF ~, VF •.' ,;, .. 53.3, ' 00'CP) __ as'aN as' S89'S8'16'W al' P02 . i OFF S89 . 'SS'12'W 202.15'CM) NQ ID 2' LQT 8 ~ , I LOT 9 LOT 10 LQT 11 ~vt CERTIFIED T0: DAVID R. PRESCOTT AND RACHEL E, PRESCOTT _LEGA.L DESCRIPTION: LDT 39, BLOCK F, COUNTRYPARK, ACCQRDING TO FRANKLIN AMERICAN MORTGAGE CORPORATION THE ~ MAP OR PLAT THEREOF, AS RECORDED IN PLAT EPIC TITLE SERVICES BOOK 74, PAGES 69 - 71, OF THE PUBLIC RECORDS ATTORNEYS' TITLE INSURANCE FUND, INC. ~- ~ -~ OF PIN<=LEAS CtlUNTY, FLL7RIDA. ~. FPC BOX ®.116 Q= OTE RISER Q= CATV • = UGP )C(= PP {t'Li'ND Ij0 '~ LP ~ = CP ~ = CUY ANCHOR. + ° FlRE HYDRANT 1K=WATER VN.VE O=MANHOLE ®=IRRIGA710N BO% ASPH ASPHALT LSW =CONCRETE SIDE WNX FPIP =FOUND PINCH IRON PIPE AC NR CONd710NER (0)= DEED FPC =FLORIDA POMA;R CORP. PAD PCEO + PINEIUS COUNTY SdA =SET CONCRETE MONUMENT PATH PRCr PgNT OF REVERSE CURVE CC =CURB AND CUTTER ENGINEERING DEPARTMENT DISC L8. /7101 SA =SANITARY CC • CONC CUR@ BRWF = BR1CK WN1 FENCE DE - DRNNAGE EASEIAFNT ERRS =FOUND RNL ROAD SPIKE PI POINT OF INTERSECnON S~ = SCREEtiED ST .STORM CS = CONC STEPS BNF = 8AR8 PARE FENCE dSC =DISK F(X) =FOUND '1P CUi CAN =CABLE N BOX ENCL =ENCLOSURE HWF =HOG WIRE FENCE Pd3 . PdNT OF BEGINNING SEC. 7WP. RNC + SECTION TOWNSHIP RANGE W =WOOD GC =GRANITE CURB 101 116 • WATER BOX C~ CLEANOUT POC -POINT OF COMMENCEMENT SRWD =SET PK NNL AND DISC LB /7 GBS =CONCRETE BLOCK EOW = EOCEOF WATER LP =LIGHT POLE ggTRUCT~[iE EP ~ EDGE OF PAVEMENT (M) MEASURED . FPIOtD=FOUND PKNNL Ae qSC POL =POINT ON LINE PP =POWER POLE SWC • SET IMTNE55 CORNER WC'+ WITNESS CORNER FDH +FOUND DRILL HOIE (C) CALCULA FdR . Fd1ND CAP IRON ROD OHP -OVER HEAD POKER CE . COVERED ENTRANCE FCM -FOUND CONCRETE MONUMENT 0/A =OVERALL PRM =PERMANENT REFERENCE MARKER ITM) + TAX M/1P ~ Wpp WOOD POWER POLE f'PKN=FOUND PK NNL PT = POINT'OF TANGENT TOB = TOP OF BANK 11,5 . WD00 STePS FlP =FOUND IRON PIPE qF = CHNN LINK FENCE FlR =FOUND IRON ROD COR ~ ~~ (p) = PLAT (~) = FlEID ROW + PoCHT-OF-WAY UE - UnUTY EASEMENT H NNL WW + WING WALL (R) = RAOIN_ UGP UNDERGRWNO POKER SH gIm O/5 = SET PC =POINT OF CURVATURE CONC =CONCRETE FND .FOUND VF = NNYL FENCE AL =ALUMINUM DH OVERHANG PCP =PERMANENT CONTROL POINT SdR .SET CAP IRON ROD T11TH CP =CONCRETE POLE FOP =FOUND IRON PoP£ CAP L8. /7101 VO = VAU.EY GUTTER CB + CATCH @ASIN PB =PLAT 8001( OR, BK. = OFFlpAL BOOK CCR = CERnFlED CORNEA RECORD FN =FOUND f7NL AND DISC MTL + METAL d =CURB INLET PG • PACE SURVEYORS NOTES: . SEE LEGEND FOR SYMBOLS AND//OR ABBREVIATIONS USED HEREON. THIS SURVEY WAS PREPARED WITHOUT THE BENEFlT OF A TITLE SEARCH. NO INSTRUMENTS OF RECORD REFLECTING OWNERSHIP, EASEMENT OR RIGHT-OF-WAY 1NERE FURNISHED TO THE UNDERSIGNED, UNLESS OTHERWISE SHOWN HEREON. NO UNDERGROUND FOUNDATIONS, STRUCTURES INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON. THIS SURVEY IS NOT VALID UNLES S IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA UC~NSED SURVEYOR AND MAPPER. THIS SURVEY IS VALID FOR 90 DAYS. CERTIFICATION: f HEREBY CERTIFY THAT THIS SURVEY MAP WAS MADE UNDER MY QIRECTION FLOOD ZONE: "C" CO~duNIT1r PANEL AYUSO SURVEYING, INC. ON .THE DATE SHOWN AND THAT IT ACHIEVES THE MINIMUM TECHNICAL. No. 125138-0088C ~ PROFESSIONAL SURVEYOR'S & MAi'PER'S L.B #7101 STANDARDS PER THE BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPER S DATED: 06-01-$$ IN CHAPTER 6tG17-6. IN PURSUANT TU FLORIDA ADMINISTRATION CODE, INFORNATIDN SHOWN HEREON HY ND MEANS 6251 44th. STREET NQRTH, SUITE 6, 7, & 6 SECTION 0 FLO S TUTES. ~~ ~ REPRESENT A DETERMINATION DN WHETHER. PINELLAS PARK. FLORIDA 337$1 ~ ~3Y -~~~' I PROPERTIES WILL OR WILL NDT FLOOD. 727-328-2399 OR 528-1838. FAX 727-52$-203$ : ~C:~ - - DATE SEGN: 07_11=2003- - LAND WITHIN THE BOUNDARIES OF THIS E--MAIL AYUS~URVEYING®YAHOO.COM PLAT MAT DR MAY NDT HE SUBJECT TD ERROE, A. AYUS P.S 5955 FLOODING. REVISIONS DATE: FILE N0. 30660P07 RVEY F1EL1) DATE: 07-09-03 CHECK BY: EAA DRAWN BY: PYW FIELD CREW: BR/RD ;i . :_ S' C.. Reap ~ -Nobt' Nhlh.. 11aM 1' fbwb ~Nabt ~ehOt Nab1 100 LLPA 10 10 ~~ 10 10~ 11ouPJt °. m 11 to - 1e, t2D LLPA 10 14 ~. 10 ~ 10 120 Y.PA 10 - ~ 149 '°1D 10A 100 Y.PA 10 18 10 ?? 110 Y.PJ1 '10 ~ 18 -: 10 20 100 Y.PJI 10 21 10 90 -.. ~ ~:, ~ ~' ~ ~~ ~-~ . ~ ; "'. _ ~.. ~ ~~~ ~ ~-.F ~ ~ Pry I ~, i I ~ ~' ~ ~ ~ 1 _ K~RACING(OPf10NAL) _~ ~ (S~EEEDETADSN 5ECTKHJI). I I~ I~ ~til~ a a ~`° ~ ~I ~' C ~ ~ ~ TYPICAL DOME ROOF ~ ELEVATION . ~ i m BCALE 1NB'at'-0' - I~i~'><!:t.Yhi~hl I S pr~d`ii 7.~ J~'~~ I W ~ ~ ~ ~~'+, . - " .. ... x.'41 r~ ~RYf?~I L~tI M 1~2 L4, LL ,_ E10STINGSTRUCTURE RISERWALLWHERE C ,.. ,'' ' :.. _ :, REQUIRED '.. . ,. :.~ .. .ALUMINUMBEAM ~ ~W: . ~ . ND061: per Table 2002.4 a perapreph 1B08:1Z `_ " _ - (TABLP 1. Ofi 19) PIIRLIN§ (TYP.) 3 ~ a T $$ NDlei 2 MDItipDerta for C' e~Oeuts m - ~ ; J 13. MAD7 ~ ~ ~ Imda ~ SIZE MEMBERS PER L DIAGONAL BRACING APPROPRWTE TABLES ~ (SEE SCHEMATIC SECTION 1) CDmsrabn Tabb 7 Wind 2;ora Canawbru ClU3LE BRACING . fDr BOnen WaB FraDte kemben - _ , Flom 120 YPH a0n0 Ton, 4'foGNn H THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE M~d6 8 ~~ Mw1d Tan AppO.d lab De6wtlon ~ '0'. .~ b,. D~Antlon ,e ~.~ 100 ~ . t0A 1.12 1.18 1.00 1.00 HO ~ ~ 11A 108 1.10.- 097 095- - 120 110 100 - 100 ~ ~ 09A 095 ~. 47 14.0 098 095 0.80 -090 tao 11.0 o9e ae1 095 a.re t1o 110 .092 o9e ue2 D.75 ,160 ' ItA 097. - . ~ . Offi : - D.78 ~ ~ 099 . BASED ON THE LOAD REQUIREMENTS FOR THE FLORIDA I r q BUILDING CODE 2007 EDITION. G,~ u 1 K~BRACING{OPTIONAL) ' GIRT (TYP.I SCREEN (TYP.) ALUMINUM COLUMNS(IYP:) ~,~~r~ ~ ., SH (TABLE 1.3 OR 1 b) PERIMETER WALLS FRAMOJG JOB NAME ~ ~K. 1'x2'(fYP.) (SEETA~ESI.9AND1.4) :.~Q/.'I.. .~f'f'a ..ter.,, J MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.5) xx4'ORrxS' ~, SEIFMATING BEAM i'xrSHAPSECTIO ~~~~ ~+~ ~ / ATTACHEDTO rxr ~ ! - "r - - - ~ '~ BEAM NOTCHED AROUND #10 x 1•if2' 5.NS. ~ / / CONTINUOUS r x x OR (4) OR CONTINUOU / / +~ SPLINE GROOVE Y x 3' SECTIONS OR, x ' (4) SPLINE GR00 ~CTI ®~+ / ~ ~g °" 1'xxOPEN ~ ~F ®~ I TO POST Wl(2)'#10 x 1'112' ALTERNATE FLAT ROOF -~~~--~ SELECTFASTENERS~ NUMBER AND PATTERN ATTACH r r 0 (SEE TABLE 1,8 69.5) SELF MATT B , ~ (2) . #10x1-112'S INTO rx3'HOLiOWOR . ~ ~ _. SECTION 1I ALTERNATE SLOPED BEAM ' xx5'UPRIGHTORLARGER / / 1 2'x4' UPRIGHT / / / 1 1' x r SNAP SECTIONS / / ATTACH TO r x xWl / #10 x 1-112' S.M.S. ~ 24" O.C. / OR CONTINUOUS SNAP 1 SECTIONS OR r x 3' (4} / SPLINE GROOVE SECTION rxrPURUNSATTACHTO BEAMS WLTH (3) #tO x 1-12' _ S.M.S.INi05CREWBOSSES ... ,. '~:'~±~.'~':~:: / 2" x 6" BEAM TO 2' x 3"UPRIGHT CONNECTION DETAIL (FULL LAP) SQALE; x"r~' 4~ tix 7' x x SNAP SECTx1N9 ATTACHT02'xrWl -`l~ ~ - ~ "- - j - #10x 1-12' S.M.S, ~ 24' O.C. ~ ~ ~ ®I / ~ ~ I OR CANTINUOUS SNAP / ' ~8 SECTIONSORrx3'(4) I / Qf SPLINE GROOVE5ECT10N ® / / - - ~ I ~ I I ALTERNATE FLAT ROOF ® x x x MAY BE ROTATED TO ACCOMODATESCREEN BEAM OVERLAP CONNECTIQN OR GUSSET OPTIONAL POSITION OF TOP RAIL W11' x r gF1~' ~fA ~p?~' Pxr SNAP SECTIONS ATTACH TO x x r w! - - - " ` ~ - - - -~ A v" / / r -- - ? '~ / I - -~ - - - #10x1.1/1'S.M.S.®24'O.C. / / j / / OR CONTINUOUS SNAP SECTIONS OR x x 3• {4) / "~~ / gF1"' / / ,,,y, I SPLINE OROOYE SECTION BI ® ® / / I ~ f~ ®®® // / ~x~ rxxANDt'xrMAYBE ~ T - - / ------~ 91~~ _ _ ~ .._ _ _ - - - ~' ~ ROTATEDTORECEME SCREEN ® / ~ I ALTERNATEFLATROOF I ®® ALTERNATE FIAT ROOF I $ ~ ® - - - - - - - - - - - M910dUM POST SIZES '~ FASTENER SIZE, NUMBER AND a ~ REOUIREO FOR EACH BEAM o x PATTERN (SEE TABLE 1,8 89.5) i7 SIZE (SEE TABLE 1.8) F+ x _ ... ~ FASTENER SIZE, NUMBER ANO PATTERN (SEE TABLE 1.@ 6 9.5) _ rx4'~,M$ ~ xSSlul9. /~ 2'x6'S.MB r x T S.M.B, r x x S.M,B. o FASTENER SGJ:, NUMBER AND o GUSSETT PLATE 0.050' OR PATTERN (SEE TABIE 1.8 69.5) K GREATER x Lv FASTENER SOE, NUMBER AND ' PATTERN (SEE TABLE 1.8 d 9S) NOTE GUSSET PLATES ARE REQUIRED ON ALL BEAM TO UPRIGHT CONNECTIONS FOR BEAMS r x T OR LARGER 2" x 4" OR 2" x 6" BEAM TO 2" x 9"UPRIGHT CONNECTION WITH GUSSET PLATE DETAIL (FULL LAP) _ ~ scaLE: r A r~" m ~ ~ m MINIMUM POST SIZES S S ~ ~ REQUIRED FOR EACH BEAM m a % i ~' ~ SIZE (SEE TABLE 1b) o m (, x IV x N x ry K 'USE r x T S.M.B. FOR xxe'xA.OB2'x0,31D' SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT scALE: r= r~' W LL ~J J m Q F ~~a ~W^ Z ~00 N~ U o uJ __ ~ 2' x 4"BEAM TO 2" x 3" UPRIGHT CONNECTION DETAIL (FULL LAP1 N ~~ ,~•~ ~ t '.~z~ h , I __~.. .~.- ~ a ~ ~ _: ~~ f l f f .. ~ Q PURLIN r x 3' MAX. t - °_ ` 3 _ £ ~ ~ N ATTACHED TD RECEMNG ., _ -~--_~.-.- ~ ~ ~ PURLIN Iz. ~dd a xxrEXTRUSION ~ W O ~ w 0 ~ ® ® V W ~ W i• x 7 OPEN BACK EXTRUSION ®~ v ~ ~ m (1) #1 D x 1.112' S.M.S. Z4' O.C. ~ ~ -w+ 0 a 1M5'RECEMNGCHANNELOR ~ ~ NOTCH POST GUSSET PLATES (4) #70 S.M.S. EACH SIB «1 I t^ h; t: L OOLUMN PER TABLE 1.10R 1.8 rx4' MAXIMUM FOR LARGER UPRIGHT USE _ DETAIL PAGE 12 AND MIN. PURl1N TO UPR~Hi SAME AS MIN. UPRIGHTTO BEAM TABLE 1.8 p.E. rxT UPRIGHT HEI REQUIRES r x 9' BEAM) SIDE WALL TO PURLIN DETAIL scALE: r = r~' of 14 ADDmONAL FASTENING, #8 z 3V4' WASHER HEADED ADDmONAL FASTENING, NUMBER OF FASTENERS PER CORROSIVE RESISTANT NUMBEfi OF FASTENERS PER TABLE 1.8 d 8.5 EXCEPTALL SCREWS AS SHOWN TABLE 1.B 89.5 EXCEPT ALL SHADED IDCATiONS SHALL BE (SEE TABLE 1,B} ~ SHADED LOCATIONS SHALL BE FILLED MINIMUM DFALL FILLEDMINlMUMOFALL OUTER LOCATIONS DUTERLOCAnoNs 1' x r SNAP SECTIONS ATTACH TOrx rWI #t0x1•i12'S.M.S.~2b'O.C. OR CONTINUOUS SNAP SECTONS ORZ' x 3' (b} SPLINE GROOVE SECTION ~+ ~ ~'# ~_- ® ~ 1• x r OPEN BACK FASTENED TO POSTWI (1) #10 x 1-1fC B.M.S. ~ I Dl 8 ~I18 ~ 8t I mm.. ~"' (1D) a~ x 112' S.M.S. EACH SIDE OFBEAMlPOST 1' x r SNAP SECTIONS ATTACH TO Y x r WI #1D x 1.112' S. M. 5. ~ 2b' D.C. OR CONTINUOUS SNAP SECTIONS OR 2' x 3' [b) SPLINE GROOVE SECTION ~+~G~' ~,p.'~ ® ~ ~ ®®®® D1 ® ~ ~ ® ~ EDGE OF EXISTING UPRIGHT I NOTCH BEAA1 TO RECENE `~`- Posr aonm~ r x r (D.abb" MINI ADOmoN EXIS7ING Y x 3' OR LARGER ATTACH TO BEAMS WT ~ (x)#1Dxz-1rrs.M.s.AMD 18' o.C. ~^ ADDITION OF 2' x 2' TO EXISTING 2" x 3" scALE: r = r~' 2' x r PURUNS ATTACHED TO BEAM wl MIN. (3)#'10:1.112' 5.M,S, CUTBEAMSTOSLIDE EACH OTHER DR PA GUSSET PLATE OUTS®E BEAM) ,. TH1awESS As E1USnNG r x D' CONNECTOR MAY BE (2) ~ ~~. - ' -: SELF MATING BEAM ANGLES, INTERNALLU I ~ I ~ ~ CHANNEL OR EXTERNAL V ~ r W-_ _ .~,,,,. #10x31CYSM$.16'O.C. CHANNEL EACH SIDE OF ® y~ CONNECTING BEAM Wl ~ ; ~ , ; , SCREWS (PER SECnCN 9) ~ ~ ~ PRIMARYBEAM ~ I I I ~ (SEE TABLE 1.10R 1,8) MINIMUM NUMBER S.M.S. ~ ® a 314' LONG REQUIRED EQUAL +.. ,., _..,r :. M9~_ _ TO BEAM DEPTH ® - ~ t .~ - (SEESECTION 9) ~ ---_w CARRIER BEAM ...ti-,-_~., NOTE: -.. .-_.~_.~.._..~: .- (SEETABLE 1,5) ~' EXTRUSIONS W1 INTERNAL SCREW BOSSES MAYBE • CONNECTED WI (3) #10 x 1.112' INTERNALLY CARRIER BEAM TO BEAM CONNECTION DETAIL SCALE: T=1'-0' PROPOSED2'x3'xD.050' 1'x70Rrx2'AITACHED ® ® SMOOTH SIDE DOWN TO WALL WI #10 x 7 S.M.S. ~ 118' x2,Y4"x B' GUSSET EACH 18' D.C. sIDE GF PosraND BEAM wr B #B x 1@' SJ~I.S. EXISTING r x b' ADDITION OF 2° x 3" TO EXISTING 2" x 6" S.M.B, scaLE: r=r~' PRIMARY OR ~ ~ ~' MISCELlANE0U9 FRAMWG BEAM ~ ~ ~ (SIZE PER TABLES) a ~ I BEAM TO WALL CONNECTION DETAIL scaLE; x=r~' CUT BEAMS TO SLIDE OVER INTERNAL BRAGNG: EACH OTHER OR PROVIDE GUSSET PLATE {INSIDE OR 1~4' z 1.314' x 0.125' OUTSIDE BEAM) SAME WALL E)CfRUOED ANGLE THICXNESS AS BEAM WALLS ~~ ~~ OR LARGER I ~®~ ~~,® ~ ® ® ® ~ ® I~ ~ ~ `e,®- ®~- ~ ,~ BEAM SPLXiE SHILLL BE MIN SPLICE LOCATE0114 T01/M BEAM HEIGHT MINUS 1R" AND BEAM SPAN STAGGERED MINIMUM SPACING (PER TABLE 1.B} 2 x {d • .50') LENGTH d = HEIGHT OF BEAM 2 x (d-0.507 1.00' * d•1.00~ EACH SIDE OF BEAM FASTENER SQE, NUMBER AND SPACING (SEE TASTE 1.~ Ax. PLATE~ONI+fE Q DE1'AIC~ ~ M _ ~ -~'.~, ,rT.. To 1~ 4 +++++++ MAX. GUSSET OBE SAME g®® 1 TNiC ~ BEAM WEB ® ~ ~ ~~ ~ ®~® ®®~~f 0~® ® i J1®S® FASTENER S¢E, NUMBER AND SPACING (SEE TABLE 1.67 DENOTES SCREW PATTERN FASTENER SIZE, NUMBER AND PLATE CAN BE INSIDE OR NOT NUMBER OF SCREWS S['ACING {SEE TABLE 1.8) OUTSIDE BEAM OR lAP CUT { earSln YIn.Mumbv YlMmumDlfhnamd a19rnw Dup~tPl~t~Thldmm d Seas' To Cwnh~ CNrtuTo CaM Bum 81n TNclmw ae t2 Ste' are' rxrxo.oeseatm•^ ~ne••D.oes' no is sue' w' r:rxD,orr.aaa• trr.D,tss' ns t2 +a' r rxe'xao72'[0.721• t~••o.t2s a~+~tra• is sN• t•~rr rxT:D.Dar:a.soe• tre'•o.tsr ane• tz tre' tau• rxto•xo.esrxoaee' ta'=o.as ' Refua ro mdi eMN ~ epee. "Ueerorreceear~B'eha TYPICAL SIDE PLATE CONNECTION DETAIL • MANSARD ROOF sca,E: r=r.~ TYPICAL BEAM SPLICE DETAIL scALE; x=r~' HOSTSTRUCTURE MASONRY OR FRAMED WA11(SELECT FASTENERS FROM SECTKIN 9) BEAM WEB ISOMETRIC VIEW SCALE: N.T.S. NIN. (b) #10x2' CORR05K1N AESISTNEWASHER HEADED scREws MIN. (b) #1D x r CORROSION RESLSTIVE WASHER HEADED scREws INTERNAL BRACING CUT FROM SAME BEAM SIZE W12.114' TNICIWESs PuRLINS . {SEE TABLE 1.2 OR 1.9) LATERAL BEAM BRACING DETAILS (FOR SPANS GREATER THAN 40'•0") U7 W F- U J ~~ MW a Or WZ op NV W N d5~ ~~~a °'"~; m~$~~ A W~~z~ c~=" v~~~~ 0)=0~ 3~m J ~ 0. J v J~ q.t(sn q ~:"~ S 4 of 14 PLAN VIEW SG4LE 2'=1'-0' STRAP SUPER OR EXTRUDED GUTTER SELF•MAnNG BEAM // ~/~~~~~~~ (512EVARiES) '// HOST STRUCTURE 114" x r LAG SCREWS ~ 24' G.C. OR #10 x r SDREHrs ~ -- - it o.c. 5PACINGi2,WSPACING/2 SPACiNG12*5PACINGI2 TAIL CUT OFF SEAM {OPTIONAL) BEAM SET SPACING BEAM SET SPACNG r x r ANGLE WITH (4) SM.S. (SEE SECTION 9 FDR SCREW SIZES) EACH SIDE TD BEAM TO 2 OR EXTRUDED GUTTER REINFORCEMENT suPER cuTr1:R SCALE 714' = T'-0' r x _ x0.050' STRAP ~ EACH RECEMNG CHANNEL BEAM CONNECnON AND f~ 112 2-ifB' x 1' WI (2) ~ x 1f1' S.M.S. BEAM SPACNG WI (2) S.M.S. EACH SIDE OF BEAM ~- PER STRAP 01 1~~ ®1® ~ SUPER OR y4' FERRULE WITH 315' x e' EXTRUDED LAG SCREWS ~ EACH BEAM GUTTER MAX DISTANCE FROM FASCIA TO HOST STRUCTURE WALL 38' WiTNOUT 5TTE SPEgFlC ENGINEERING (SEESECnON6) SELF MATING BEAM AND SUPER OR EXTRUDED GUTTER CONNECTION _.OR LAG SCREWS SCALE: 7 =1'-0` J [SEE~1~ BI 3 l~ ~\ '~~ c8 \ ~s~~\ RNS MAYVARY OR NOTES FOR N4,NUMBER OF SUPEROR EXTRUDED GUTTER ~~ 5ECnONBFOR 1„,UCDISTANCE FROM FASCIA TO HOST STRUCTURE WALL 96"WITHOUT SfiE SPECIFIC ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER scALE: r=r~' 114' xr lAG SCREWS ~ 24' O.C. OR #10x r SCREWS ~ tr O.C. MIN. AND (2) ~ EACH siwlP oPnONU rxr oR r x r FOR SCREEN sELF-MAnNC r x _ x o.osD' sTRAP {~ EACN BEAM BEAM CONNECTION AND ®1R SUPER OR (512>r YARIES) p~~~ BEAM SPACING W1(2) N8 x 12' ® GUTTER S.M.S. PER STRAP ANGLE, INTERIOR OR MAX DISTANCE FROM FASCIA EXTERIOR RECENINO ~ ~ TO HOST STRUCTUREWALL CHANNEL (SEE SECTIONS) 24' WTTHOUTSiTE SPECIFIC ENGINEERNG SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER scALE: r=r~' 2.1P1' MEN. S.M.S.OR LAO SCREW INiO r x _ FASCIA OR IF N05UB•FASCIA INTO RAFTERTAILS r WIDE x 0.050' (MIN.) STRAP 5PAGIN6 PER LOCATON DETAIL SELF MATING BEAM (SIZE VARIES) - SUPER OR ® EXTRUDED ® GUTTER ® NOT ICE TWIN 1!3 OP ® ~ GUTTER HEIGk r x r ANGLE wr (a) s.MS. EACH SIDE TO BEAM 1'0 SUPER OR EXTRUDED GUPTER RECEMNG CHANNEL SJAS. EACH SIDE OF BEAM FOR SCREW SRES SEE SECTION 9 E r -'°5 I ` SOFFR 1'x r x 0.08r P,T, LUMBER BLOCKING W! D.024' BREAK FORM CAP OR 1' x r (ALLOWABLE ONLY WI ROOF ANGLES LESS THAN 21' UP TO 5' IN 1r ROOF SLOPES) FOR ROOF SLOPES GREATER THANS"IN 1r USE118'xrx_' ANGLE AS REQUBiED MAX DISTANCE FROM FASCIA TO HOST STRUCTURE WALL 24' WRHOUT SITE SPECIFlC ENGINEERING TYPICAL SELF MATING BEAM AND SUPER OR EXTRUDED GUTTER CONNECTION SCALE: rn7'-0' COMpOSTTE EAYE RAIL W/ rxr FASTENED TO BEAM! UPRIGHT WI (3) #10 x i-112' ~- COMPOSITE r x 3' SAYE GIRT BEAM -SCREEN ROOF S.M.S. MIN. INTO SCREW COMPOSRE r x 3' EAYE GIRT POSTTO BEAM FASTENING ~ ® BOSSES. 1' x r ATTACHED r SELF MATING BEAM TOrxrW/#10x1-1?SJY1.9. ~ ~ (SUEYARIES) (SEE TABLE 1.8) ®~ ~ 24' O.C. CONTINUOUS r x 2 x 8 BEAM -SCREEN ROOF POST TO BEAM FASTENING J w m ~ A 3" SNAP SECTION FASTENED I ®® SCREW SIZE ®~ (SEE TABLE 1.6) (SEE TABLE 1.6) ®0 THRU SCREW BOSSES WI (3) I ®® C ®®~ ®~ SCREEN MOd. #10 x 1.112' OR r x 3` (MAY FADE IN OR OUT) ~ ~ F HOLLOW SECTION FASTENED w POST ~ ®BI y ~ n THRU SCREW BOSSES WI ~ aw (SEE TABLE 1.3) - ~T 3 w ~ Ft0 x 1-T11' S.MS, 45' ! 3 a > SCREEN 45'1 ~ ~ (SEE TABLE 1.3) ENGTH ~ _ ~ ~ SCREEN (MAY FACE ~ 0 ~ (ANY FACE IN OR OITT) ~ ~ ~ REQUIRED KNEE BRACE 64 OR OUT) w w ~ ; ~ > MOVIMUM SIZEAND BRAC ~ r ~ ~w IF KNEE BRACE LENGTH ~ ~ ~ CONNECnON (SEETABLE 1,7) 4S' w x E%CEED5 TABLE 1.7 USE 0 ~ CANTILEVERED BEAM w IF KNEE MACE LENGTH FASCIAANDSUBfASCIA LFNG FKN E CONNECTiONDETAILS LENG F ~ EXGEEDSTABLEI.7USE (2) Y SCREWS (SEE SECnON KNEE B CANTILEVERED BEAM 0 FOR SCREW SIZES) CONNECnON DETAILS (2) r SCREWS HOST STRUCTURE REDUIRED KNEE BRACE (SEE SECTION B FOR SIZES) ROOFING MININUMSIZEAND --»~ rSTRAP-LOCATE AND CONNECTION (PER TABLE 1.7) ~ FAS1TeN PER STRAP LOCATION (2) 2' SCREWS (SEE SECTION IiSE ANGLE EACH SIDE FOR ® SUPER OR DETAIL 9 FOR SCREW SIZES) ~ r x r TO POST CONNECnON ~ WI HOLLOWPOSi EXTRUDED REOU]R®IOJEEBRACE ~ ~ J GUTTER MAX DISTANCE TO MINNUM SIZE AND ® r STRAP -LOCATE AND m 114 BOLT ~ 24' O.C. MAX CONNECTION (SEE TABLE 1. Wf1HIN 8' OF EACH POST I HOST STRUCTURE ~ ~ SOFFIT FASTEN PER STRAP LDCA~ON FASTEN r x 2' POST W1(3) ,F- WALL 24' WRHDUT IQJEE BRACE ATTACHMENTS" ® SUPER OR EACH #10 S.M.S. INTO SCREW ~ SPECIFlO ABOYE TOP OF GUTTER (MAX.) EXTRUDED FASCIA ANO SUB-FASCUi SPLINES ENGINEERING r STRAP • LOCATE AND r z r ANGLE WiT}{ (4) S.M.S. ® GuriER r x r ANGLE wRH (4) S.M.S. ~ FASTEN PER STRAP LOCATION IF KNEE BRACE LENGTH (SEE SECTION S FOR SCREW SEE SECnQN B FDR SCREW SOFFIT EXCEEDS TABLE 9.7 USE SIZES) EACH SIDE TO BEAM TO ( ® SUPER OR r xr x 0.043' ANGLE W!A(IaL) ~~ BEAM SUPER OR EXTRUDED _ SIZES) EACH SIDE TO BEAM EXTRUDED S.MS. (SEE SECnON 9 FOR CONNECnON DETASS GUTTEit HOST STRUCTUCRE 7 ' TO SUPER OR EXTRU~O~ ~+ SCREWSIZES)EACHSIDETO KNEE BRACEATTACHMEMS' FASCIAANDSUB-FASCIA WfTH0Ui51TE ~R MAKDISTANCETO BEAM TO SUPER OR ABOYE TOP OF GLITTER MAX SPEgFIC ENGINEERING HOST STRUCURE WALL EXTRUDED GUTTER 24" WIT1i0UT Sl'TE SUPER OR EXTRUDED GUTTER SUPER OR EXTRUDED GUTTER SUPER OR EXTRUDED GUTTER SPECIFIC ENGINEERING RISER OR TRANSOM WALL FASCIA -DETAIL 4 ~ RISER (DR TRANSOM) WALL Cdl FASCIA .DETAIL 2 RISER i0R TRANSOM) WALL ~ FASCIA • DETAIL 3 scALE: r = r~' scaLE: r = r~' scALE: r = rar ~~~ w O U G,I°~ ~mQF WQp.,a ~Q'WT Z ~~pQ r ~ ~D N ~T Z I" ~s~P ~+O~a ~~~~~ m~o~m w~ WaN~ x ~W~~~ ~Gm ~~Q J~a~ low vYV I ,{ SEAL SHEET pF ~~ BEAM-SCREEN ROOF 0.050' H~CHANN DR GUSSETS 8181 Q ®~® 4$' LENGTH DF KNEE BRACE (3)#10x3'1NT02 x4"(MIN.) SUBfASCIA EACH SIDE MINIMUM CANTILEVER BRACE 2' x 3' x 0.050' OR EQUAL TO POST S~ (BRACE DEPTH +1) REQUIREp NUMBER OF ;T10 x 0118' S.M.S. EACH SIDE BEAM TO WALL CANNECTION (SEE BECKON 9) ANGLE CUT FROM S.M.B. SAME S¢E AS CANTILEVER BRACE OR LARGER # SCREWS =d -#10 FOR 7 x 4' S.M.B. TO rx7' rxr(MIN.)x 118'ANGLE COMPOSITE r x 3' EAVE RAIL BEAM TO MIN, POST ®® (SEE TABLE 1.6) ®® ~® ®® ~'tttttt'lllIII''111i111y W~~ ~a 4fF S WN _ ~ f tl NTa ALTERNATE CANTILEVERED BRACE CONNECTION TO WALL AND FASCIA DETAIL scALE: r=r~' CONNECTOR MAY BE (2) ANGLES, INFERNAL U CHANNELOR EXTERNAL U' CHANNEL EACH BIDE OF CONNECTING BEAM WITH SCREWS (PER SECTION 9) CARRIER BEAM (SEE TABLE 213) MIN. NUMBER S.M.S, ~ 314' LONG REQUIRED IS (3) /10 x 2112' S.M.S. ~ RATTER TAILS DR r o.c. MAX W12' x 8' SUB FACIA RECEMNG CHANNEL OVER BEAM ANGLE PROVIDE 0.060' SPACER (~ RECEIVING CHANNEL ANCHOR POINTS ANGLE,ANCNORS,AND RECIEVING CHANNEL PER SECTION 9 MUST REMAIN FORANGLE STRENGTH r x3' x OA50' MIN. WI(4) R10 x 314' S.M.S. FOR LARGER BEAMS USE (BEAM DEPTH +1} FOR NUMBER OF SCREWS (SEE SECTION 9) CANTILEVERED BRACE CONNECTION @ FASCIA TEND VIEW) sca.E: r=r~" CABLE BRACING ®~ ® ~ General Notes and SpeclflcatiDnB; ® ~ PRIMARY BEAM W (SEE TABLE 21.1 1) The 1dlaAng ahe0 aPd!'to the hgteae0en oFceda as addltbnal Ixadng m DIaGONU bradng for pod ® a ANDlORTABLE212) ~_' ® ~ a) FRONT WALL CABLES•ix70RTx193TAINLE53STEEL ® o EQIULL TO BEAM DEPTH EXTRUSIONS Wl INTERNAL (SEE SECTION 9] SCREW BOSSES MAY BE CONNECTED WI (2) 810 x 1-012" INTERNALLV ' CARRIER BEAM TO BEAM CONNECTION scALE r = r.o• ANGLE OR RECEMNO CHANNEL W m F PRIMARYBEAM w 81 (SEE TABLE 21.1 a ~ ANDIORTABLE2.11} 0 BEAM TD WALL CONNECTION: (2) Y x 2' x9.080" EXTERNALLYMOUNTEDANGLES ATTACHED TO W000 WALL WfTH MINIMUM {2) 318' x P LAG SCREWS PER SIDE OR (2)114' x 2.114' CQMCRETE ANCHORS TO CDNCRETE OR MASONRYWALLAOD (1)ANCHDR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3' (uTERNATE) (1)1.314' x 1314' x 13r4' x 118" INTERNAL U•CHANNEL ATTACHED TD WOOD WALL WITF4 MINIMUM (3) 318' x Y LAG SCREWS OR {3)1!4' x 2.114' CONCRETE ANCHORS TO CONCRETE OR MASONRYWALLADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3' CARRIER BEAM TO WALL CONNECTION scalE r = r~' CABLE DIAMETER TOTAL ALLOWABLE wall AREA 31ST 233 . Ft! PAIR OF CABLES 118' 445 . FL l PAIR OF CABLES ' TDTAL WALL AREA ~ 100%OF FRONT WALL+ 50%OF ONE SIDEWALL OWAPLE FRONT wuL AREA ~ 100% (tr z 32] = 258 Sq. FL ' s1DewAUAr~EaG SaIL(B'x2D')= 9a sq. Ft Torn WALiAREA = 336 Sq, FL 233 Sq. Ft x 2 sets = 488 Sq. FL ~ 336 Sq. FL: thus two seb 013132' Tablas U required. 6) S4DE WALLCABLES - 7 x 7 OR T x 19 STAINLESS STEEL CABLE DUtMETER SIDE WALL GABLE' 3fS2" ONE PER 233 . FL OF WALL 118' ONE PER 445 . FL OF WALL SIDE WALL CABLES ARE NOT REQUIfq=p FOR SIDE WALLS LESS THAN 233 Sq. FL e) To calalala 8m regdred peh oteaNea Tor flee stendhg pool andaeures use 100% of eadi wag area d 50% al tlx+ area of arse ad)ar~nt wall r NOTE: For we0 helghte greetm Ihen 8'•8', a minimlxu oT (2) well cables are required ~ osrsTRUCruRE PANELS! ELEMENTS O ELEMENTS BRACED BY UNBRACED BY HOST DUIGONALS ..- ° ° " ' STRUCTURE TO BE BRACED ALTERNATE BRACING., . -_ ... _._ ~ ..,....-~, I; °~ \ BY DIAGDNALSiN -- - - PATTERN,(CORNER',BRACES ':: is PERIMETER PANELS (MIN.) STB.LREQUIF~D ~P~:, .,. x ELEMENTS BRACED BY HOST Q ~, CABLE OR- STRUCTURECONNECTION ; I K•BRACING ` IN W I(.~ ~ :. a BEAMS AND! OR PURLINS I' ~ . _ +! .. MOJIMUM Y x 4' FASCUI ~ _,. 4 - - _.,w,u... , ~_..w_~ ~ _....-...._.,.. .._ , \ ~ ® OZ ~ ~ ma NOTCH ANGLE FOR GUTTER _ ~ ~ ,r 1 TYPIGALLAYOUi BEAMS OR PURUNS CABLE DR CABLE OR K~BRACENG K-BRACING {IN WALLS) (IN WALLS} EACFI DIAGONAL TO BE 2 x 2 (MIN) ROOF DVGONAL, FASTENED EACH END WI (2) MEET WALL AT WALL, BRACING EACH tl1 D S.M.S. {MIN.) AT CORNERS (TYP.) (POOL ENCL09URE SDREEN ROOF MAY BE FLAT, GABLE, MANSARD, DOME, OR HIP) POOL ENCLOSURE DIAGONAL BRACING -SCHEMATIC PLAN VIEW ScuE 114• = r~' STAINLESS 37_x! ~_ PERIMETER FR MEMBER TYPICAL CABLE CONNECTIONS (dt CORNERDEf~ 1 scaLE: r = r~' A ALTERNATE USE (1)114'x 1-0l4'FENOER WASHER EACH SIDE OF ~ ® FRAME MEMBER EnHERAORB 1" x 2' x 0.125 CLIP AND (4) B MIN. (2) CLAMPS REQUIRED 810x314' S.M.S. EACH SIDE /-- FORCABLES ~ ®®® / ~•) D ~ J J m Q ~' ~ F D awT OND LLO N~ U o W N ~ W 0 LL f.~ ~ ~ ti~q C20~ [ W ~ m~o~m ~ A W oz~ o~~,. U~w~W~ ~zm~ ~~a J v ~? lT A SHEET ~ ( /" ~_ MIN.114' EYE BOLT. WELD EYE ALTERNATE TOP CORNER OF CABLE CONNECTION • DETAIL 1A SCALE N.T.S. OF 14 / M3N.3-314' (4' NOMINAL) SLAB MIN. (2)114' OR5118' x 1~r4' MIN, 5d CONCREfEANCHORS ALTERNATE CLIP: 3' ASTM A 38 r~ PRESSED STEEL CLIP MIN, ~~ TYPICAL CABLE CONNECTION AT SLAB DETAIL • DETAIL 2 SELECTANCHOR FROM TABLE 9•tAMIN.SHEAR6D78 FOR 3132' CABLE AND 902p FOR llB" SLAB Fit 118' CABLE SHALL CABLE, FOR 3132' CABLE ' ' ~ HAVEA THICIO:NNED EDGE TO ' S1f8 x2 CANCRETEANCHOR xx ACHIEVEANOA318 WI CABLETHIMBLEAND ~~ WASHERS ANCHOR 4 _ -- ~ ~ _ z ^ i~ ~ 3 Fn . _ ~ 25D0 P.5.1. CONCRETE 6 x 8.1D x 1D WELDED WIRE ME5H OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS ~ FOUNDATION • DETAIL 2A SCALE r=1'-0' IHTEW4AL OR EXTERNAL 1.' CLIP OR U' CHANNEL CHAIR _ RAILATTACH®TO POST wl MIN. (4) 810 S.M,S, GIRT ORGHAIRRAII _ x x r x 0.044' HOLLOW MIN. - SCREWBOSSES GIRT TO POST DETAIL scALE: r=r~' STAINLESS STEEL CABLE CABLE CLAMP (SEE TABLE) NOTE: 5EE PAGE 7 FOR NUMBER OF CABLES REQUIRED ~~ `'z zg b tr Y ~~ ~o~ ~?. ~ ~ ` OAT '~~~V .. i J ~ r x r x 0.125'ANGLE 2.114'x 1•if2' CONCRETE ANCHOR" (MIN,) DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW SELECT MICNOR FfiOM TABLE >~A, SHEAR 607# FOR 3V32' _ AND 445# FOR 118' CABLE,~FOR 3132' CABLE U4'x 1.1M! {(~NCRETE ANCHORS LI~Y.1 "' 1 ' 25D0 P.S.I. CONCRETE 8 x 8 - SO x 10 WELDED WIRE ME5H OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTION5 (r~ FOUNDATION -DETAIL 2C scALE: r=r~' 5CREW50RTHRU80LT3 (SEE SECTION 9) POST SQE x x 4` MAX 1" x r EXTRUSION ANCHOR TD CONCRETE WI CONCRETE ANCHORS WTfHIN MIN. 3.112' SLAB 2500 P,S.L 6' OF EACH SIDE OF EACH CONCRETE 8 x B-10 x 10 POST AND ®24' O.C. MAX YYELDED WIRE MESH OR FlBER SELECT CONCRETE ANCHORS MEgH CON~TE FROM SECTICdd 8 POSTTO PLATE TO CONCRETE DETAIL scALE: r = r~• 7 x r x0,083'ANGLE EACN SIDEATTACH TO POST ANO CONCRETE ®LOAO BEARING WALL w! {2) MIN. S.M.S. (PER sECnaN s) EACH 53oE MBV. 3.11Y SLAB 25D0 P.S.I. CONCRETEBxB-10x10 WELDED WIRE MESH OR FlBFA MESH CONCRETE ANGLES AS SHDwN ABOVE MAY BE USED TO CONNECT CHAIR RAILS AND PURLINS POSTSI2E x xd' MA7f. (SEE TABLE) 1'x2' EXTRUSION ANCHOR TO cDNCRETE wr CONCRETE ANCHORS 8' MAX EACH SLOE OF EACH POST AND ®24" O.G. MAX OR THROUGH ANGLE ANO ~ 24.O.C, MAX 5ELECT CONCRETEANCHOITSFROM SECTION B ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL . scALE: z=r~' ®®I®~\ r ®I®® I~®® ~ ®~~~® 1'xr EXTRUSION'AN 70 CONCRETE w~' ~ ~- 4Y a >.... .ANCHORS 8• MA7C 6V~S SIDE OF EACH POST,~~~1~' O.C. MAX CRETE ANCHOB~ ~ M SECTION 8 _ SLAB 2500 P.SJ. TEBxB•10x10 ME5H OR FIBER ~ ESH CONCRETE 1'x2' EXTRUSION ANCNORS '.`~ r) To cor4c. wr coNC. ANCIt tr MAK EA SIDE OF EA. POST AND ~ 24' O.C. MAX SELECT CONCRETE ANCHORS FROM SECTON B MIN. 3.17 SLAB 25~ P.SJ. T CONC.6xS•10x10W.W.M, d OR FlBER MESH CONC. 1r4' z 1-1r4' EMBEDMENT DO'ANSION BDLT ®24' O.C. 1 x 2 SOLE PLATE SEETABLE 1.11 FOR REQUIRED QUANTITY OF 810x314' S.M.S. FR DONNECT10N3. D a x4'MAX rxr,rx3'ORrx4' HDUOwsECnoN (SEE TABLES) MIN. (3)11'10 x 1-1@' SJA,S. INTO SCREW BOSSES MASONRYANCHOR~A"EA 510E OF POST AND ~ 24' O.C. MAX SELECT CONCRETE ~ • C ANCHORS FROM SECTION 8 HOLLOW POST TO BASE DETAIL sf`AI F, x • r~a POOL ENCLOSURE UPRIGHT TO DECKANCHOR REQUIREMENTS General Notes and SpeelBcatlons: 1. The uplHt bed on a pool endure upright N ralculatad as t@ the txxim span x the Eaem epedng x fhe screen bad of 78! 5q. FL EXAMPLE: FOR A r x B' BEAM WITH ASPAN OF ZS' AND A BEAM & UPPJGHT SPACING DF r usE:1n x 1ra1' xrx 1081Sq. FL= t327.2;F uPUFT 2 Ta61e 1,8 d thle manual uses the rwrsl ease loads Por a0 tease. 3. N e0 eases there moat ~ a primary antigrwONn 8" of each e(de of the upright _Z J a Z ~J J mop ~~~ R;Wc Z LL O 1- N d N W1=N LL '~ as a G~p~ m m~o~m J $ .,.. r w~wD~ ~~ z~ ~~~ W J ~ J~ai'~ ~r .. t~ FJU. SHEET of 14 NOTE: ALTERNATE CONNECTIDNS USE'H' BAR CUTTO ALL CONCRETE ANG TS YO BE RAIHL;E7B! " SOUS OR EOUNALENT ~~ ' ~' x x x x O.OS3' PWMARYANGLE SECON -- ~ CREEN EACH SEDE x x (d• ~ x 0.083' ANGLE ~ ; ~ ARIES xxx0 063'ANGLE SCREEN b' VARIES a10 x 314' S.M.S. EACH SIDE . SIDE OF COLUMN, _ SHOWN} . SIDE 1•xxO.B.BASEPLATE(TYP.) 4'SH (SEE SCHEDULE) SCH . 2318' BRICK,P ,'~ ®® (2) a1~314' S.M.S. EACH SIDE SECONDARY ~' MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN ~ THEN SEI~ `, ~ ® 1' x x0: SASE PLATE {TYP.) x x {d • 2'} x 0.063' ANGLE ®® TO OUTSIDE EDGE OF SLAB CONCRETE ~'Pll EACH SIDE OF COLUMN WIa10 -,..~ ®® SOLT6 • Sd DISTAr1cE ;~ - 5d' MIN M EDGE DISTANCE ." S.M.S. Ire 1.11x' FROM ~ OR OF COLUMN (SEE SCHEDULE) a .. yx• f.~~- ~; TO OUTS~E EDGE OF SLAB CONCRETE ANCHOR ~ ' • , GRADE BaT. 1 •SdaSTANCE CANCRETP;EI DR fa•..~ f•fk• e N ' (SEE SCHEDULE) ~ 1.114' MIN. CONCRETE (SEE EDULE) +. t . fa~• ~ , ' e NOTE: DETAIL RlUSiRATES ANCHOR kMBEOMENi 3000 P.SJ, BETE ~ `' GRADE TYPICAL x x 4' S.M.B. COLUMN NOTE DETAIL ILLU • ~ ~' ~ ~ ;" MOV.) CONCRETE CONNECTION ~ N,) I Bd.) TYPICAL x x4' HOR EMBEDMENT COLUMN CONNECTION x (MIN.) ' ~ IN,} 5d $IDE VIEW ~'PICAL S.M. OR SNAP '~'~' ' ~ IDE=IAE1Ab SCREEN SECTION COLUMN PRIMARY 2' x x ANGLE -~ TYPICAL SELF MATWG OR CONCRETE ANCHOR THRU (2) a10 x 314' S.M.S. EACH SIDE (SEE SECITON 9) SNAP SECTION ANGLE OR WRHIN 8.OF CONCRETE ANCHOR THRU ' UPRIGHT IF INTERNAL PRIMARY T x x x 0.083' ANGLE PRIMARY ANGLE f S.M.S. EACH SIDE (2) a10 x 314 SCREWS INTO SCREW 1' x x BASE PLATE (TYP.) CONCRETEANCHOR5 BOSSES 1' x x BASE PLATE {TYP.) ~ 24.O,C. • _ . NOTE: SELECT CONCRETE 1.114" MIN. CONCAETE ANCHOREMBEDMENi ' e 1. ' • • ' ~ : -114' (MIN.) CONCRETE ANCHOR EMBEDMENT ANCHOR FROM TABLE 9.1A 8' (~•I 8' {MAX.) 2318' BRICK PAVERS , ~ ~) • 0.C, OR 30D0 P.S.I. CONCRETE , O.C. THIN SET BETWEEN BOTH SIDES F FOR BOTH SIDES CONCRETE LAYERS 30a1 P.5.1. CONCRETE FRONT VIEW FRONT VIEW 2" x 4" OR LARGER SELF MATING SECTION POST TO DECKlPAVER DETAILS 2' x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS scuE; x = r~ SCALE: x = r~a SOLID COVER ATTACHED (PER SECTION 7} vawEs (2) a10 x 1R' S.MS. SUPER OR EXTRUDED GUTTER ATTACHE TO BEAM WITH 2•TR" LONG S.M.S. SELECTED FROM SECTION 9 FOR BEAM S1ZE SPACED AT za• o.c. FDR ALLOWABLE SPANS OF SUPER OR EXTRUDED GUTTER AND CARRIER BEAM {sEEraBLE 1.10) BREAK FORMED OR EXTRUDED END CAP W1 INSULATED PAN ROOF OR COMPDSREROOFPANEL OPEN WRH PAN ROOF. ALUMINUM BREAK FORMED D.B4o'xxzsTRAPDR STANDARD L STRAP WI (2) a10x314'S,M.S.OR 1H'THRU- BOLTAND 1R' PVC OR EgIIAL FERRULE ®24' ON CENTER S.M. DR SNAP SECTION .._; SCREEN ROOF BEAM I , VARIES -1' (2)314' CORRO5lON RESISTIVEAND WASHER HEADED SCREWS (PER SECTION 9) I NOTE BEAM MAY BE ATTACHED TO SUPER GUTTER AND SOLID ROOF TO 5JdJ3. PROVIDED A STROP OR 1R' P.Y.C. OR EQUAL FERRULE 13 PROVIDED ~ EACH BEAM. SUPER OR EXTRUDED GUTTER • 50LID ROOF! SCREEN ROOF COMBINATION SCALE r = r~' ALUMINUMFRAMESCREEN WALL ANCHOR ALUMINUM FRAME CONCRETE CAP BLOCK OR TO WALE. OR SLAS WI BR1CK (OPTIONAL) 114'x2.114 MASONRY ~ ANCHOR Wl IN 6• DF POST AND ~ 24' O.C. MAXIMUM i ~ B' x 8' x 18' BLOCK WALL ~~ (1}flg(D BAR CONTINUOUS {1) a5 BAR ~ CORNERS AND CONCRETE ANCHORS SHALL • 10'-0' O.C. FILL CELLS AND EMBED INTO CONC. THROUGH ~ I - CAP BLOCK OR BR[CK 1.1R' ~ COURSE W/3000 PSI PEA. MIN. ROCK CONCRETE ALTERNATE CONNECTION OF ~ ~ • ~ - DECK OR GROUND LEVEL SCREENED ENCLOSURE FOR BRICK OR OTHERNON• GRADE r ~ ~"`- • ' d ' R18BGNFOOTINGOR STRUCTURAL KNEE WALL 1' . i ~ MONOLITHIC IF MONOLITHIC WIDE x 0.063' THICK STRAP ~ . ' ' ~- SLAB G USED (SEE NOTES OF EACH POST FROM POST TO ~ , ~ DETAILS NEKT PAGE} FOOTING Wl (2) a1D x 314' (2) a5 p BARS MIN. 2-11x OFF S.M.S. STRAP TO POSTAND (1) GROUND 114" x 1314" TAPCON TO SLAB OR FOOTING KNEE WAIL FOOTING FOR SCREENED ENCLOSURES SCALE: 1R' =1'-0' ~+ m y~~~ ~8'~ ALUMINUM STRUCTURE (SIDE WALL ONLY) FOOTING 2500 PSl CONCRETE Wl (1) Asp OR {2] a30 CONi, BARS MEN.2•iR' OFF GROUND RIBBON FOOTING • TYPE 1 scALE: 1R"=ra' .• .• ~ ~ ---1r-~ ALUMSUM STRUCTURE (ALL FRONT WALLS) FOOTING ZSW PSI CONCRETE W/ {3) a3p OR (2) asp BARS CONTINUOUS BARS MIN. 2.1f!' OFF GROUND RIBBON FOOTING • TYPE 2 SCALE: 1CC =1'-0' DETAIL ILLUSTRATES TYPICAL x x 4" S,M.B. THRU 7x9' CONCRETE DECK EDGE ~'~ x x x PRIMARY ANGLE -~ VARIES 5d IMIN.I • 2.112' {MIN.) (x)LT0 •SdDISTANCI 1M' 1.1H' 3R' 1-718' ®L 1 ~ 1'xx0lBOlTASEPL•AMiTE~ YP.~ -J ~L,~ 2' x S.M.B. COLUMN S,M.S. STICHING SCREWS ~ TOP VIEW POST 1'0 DECK DETAllz4.OIC FOR S.M.B. (SEE TABLE SCALE x e pp' 1.6 FOR SIZE) SECONDARYANGLE ANCHOR SCHEDULE COLUMN SITE B.MLB.ORSB TOTAL CONCRETE ANCHORS TOTAL HO x L4' S.M.S. 2x4 (4)114' 8 2x5 (4}114' 10 2x6 (4)114' 8 2x7 (4)1k' 12 2x8 (6)114' 14 2x9 (8)114' 16 2x10 (10}114' 16 SEE SECTION a9 FOR ADDTRONAL ANCHOR INFORMATION 114'x6' RAWL TAPPER THROUGH 1'x x AND ALUMINUM FRAME SCREEN ROWLOCKINTO FIRST WIUJ. COl11iSE0F8RICKS ~ .... -- CAP BRICK BRICK KNEEY+IAIL TYPE'S ALTERNATE CONI~CTION OF ~ MORTAR REQUIRED FOR SCREENED ENCLOSURE FOR LOAD BEARING BIiICKWALL BRICK OR OTHER NON• STRUCTURAL KNEE WALL ~ CONCRETE SLAB WI B x B - 1'WIDE x 0.063' THICK STRAP ®EACH POST FROM POST TO 10 x 10 WELDED WIRE MESH FOOTING Wl (2) a10 x 314' _ ~ _ _. OR FIBER MESH CONCAETE S.M.S. STRAP TO POST AND ° .. (1}114'x1314'CONCRETE '~ ~ (3)a3p8ARSOR(1) ANCHOR TO SLAB OR ~' . • asp BAR W! 1.1R' COVER F0071NG (TYp,) BRICK KNEEWALLAND FOUNDATION FOR SCREEN WALLS SCALE: 1R' ~ 1'-0' CONT. OR 1 aSSARCONT. (2} a3 BAR CONT. OR . . 1 a5 BAR CONT. ~ - . e m j' :. ' ~ ~,.a e' 1' TYPE II TYPE III IODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-xltx ' xT1x-1'-10' >1'•1D' ~-, NOTES; 1, NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTILTHE SLAB WiOTH '`' IN THE DIRECTION OF THE PfOMARY EXCEEDS 32 FT., THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BEA MINIMUM OF 3-iR' (4' NOMINAL) THICK 2. THE FOUNDATIONS SHOWN ARE BASE ONA MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACRY OF SOIL SHALL BE VERIFIED, PRIOR 70 PLACING THE SLAB, BY FlELD SOIL TEST OR A SOE TESTING LAB. 3. THE SLAB 1 FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE 4. MONOLITHIC SLABSAND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WRH B x 5-10 x 10 Wl10ED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTNG USE TYPE II FOOTING OR FOOTING SECTK)NS REQUIRED BYLOCAL CODE LOCAL CODE GOVERNS. SLAB•FOOTING DETAILS SCALE: iR" =1'-0' U)I~I J 17m~~. WQ~'O tL'~O~- Z U~oo r 7f}:LLNV NO N N Z }- a~~ y ILL a CW~m~ m~o~m J ~ .. ~ F W LU o'n~ O~p= v+~~a~ ~Sm D 3w ~ ~ a!7 ,i 1: ;.., S ET of 14 ~--{ 1.~" AdD,~1 m.' #2,00'1' - i I~ ~=O~pJ.f, II I A=0.475 m! ~•2.OD'~ Wi= 0.544 p.Lt. 5C=0.124 in! 2.07 0.04d' ~ bI=0.555m! N Sx= 0.125 m! D.045• + $ _ , ~ 8063 • Te ri Sx D.372 in. A = O.f>ST In.' A= 0.958 m! 1" x 2".x_0,044~OPENxBACK;SEGTION ~ 6083 - ~ yYr = 0.798 PJ.i. WT =1.132 p.ll. 0.038' + g N=1.7741n.' 0,050' ~- $ b~= 5.4D9 m. ~'~~ 2" x 3"x0.045" PATIO SECTION . SCALE: r =1'~0' c v Sx = D.87T m.' °D Sx=1.194 m! {--{ 1.00' A=D72tin! ~•~. ~ ~-~ I I 2A0' ° NR= D.253 p.Lf. h=D.124m! A=D.BBSin! D,O44' g Sz=0.1251n! WT=O.7B5p.l.f. STRCHWI(1)gBS.M.S.®24.O.C. 3TiTCHW!(1)pBS.M.S.~24.O,C. 5083 - TB ~ ~=1~ IM1. TOP AND BOTTOM TOP AND BOTTOM ....~ 0.050' '~ a Sx=D697 m' 2" x 4" X 0.044" X 0.10D" 2" x 6" X 0.050" x 0.120" 1" x 3" x 0.044" OPEN BACK SECTION ~ ~-~ SELF MATING BEAM SELF MATING BEAM SCALE; r ~ 1'-0' scALE: r =1 ~• scALE: x = r•o' 200' A n 0.388 Irt' " " " '~ '~ y,ri =D.~p,i,f, 2 x 4 x 0.050 PATIO SECTION D.o4a• ~-~ sx 2 4 u,.' scu.E r= r~• {-z.00'~{ j ,y y $ I I {~2DP~ -~ X83-TB ~•2,OD'~{ I I A = 0,550 In! 2" x 2" x 0.044' PATIO SECTION wR =aB3o p,Lt. scab r=r~' ~ Ix=oJ195 m.' A=DJ474 m! A=1.162 m.' {200"# A= 0.4501n,` 0.045. } ,~ . 5x = 0.4841n! f, YVr =1.OD2 p.lt Wi =1.331 pJ.f. I I Wf=0.515 1L ~ ~-T8 0~~ + ~ a=3.394 m. 0.055' {~ ~ tr=B.2441n. fx= 0.251 mp i Sx =1.348 m3 ~ SX =2345 m! 0.055 IJ ~ 3i BD83. TB S BD83 • TB L ~ " ~0~ m. 2" x 3" x 0.045" SPECIAL SECTION ° o SCALE: T =1'-0" ~3" xr0'055"~P.A710'SE . N~'" =~~- scaLE, r = r~' 300• A= 0,714In! STITCH Wi (1) N89.M.S. ~ 24' O.C. 5TiTCH WI (1) rr8 S.M.S, ~ 24' O.C. 9.00'-+( A=0.468 m! ~ ~ Wf=0.818p.1.f. TOP AND BOTTOM TDPANDSOTTOM I NT=0.533p1i. N=0.477 m.' ~~ ~c= D.2s4 m. DA + ~ sx = a.an m! 2" x 5" x 0.050" x 0.120" 2" x 7" x 0.055° x 0.120" aoas`-~ + J '~~. 5Y=DZeBm.' ~ r~oB3.7B SELF MATING BEAM SELF MATING BEAM L~ ~ Boe3 . TD scALE r = r•~ scAlE: r = r-~ 3" x 2" x 0.045" PATIO SECTION 3" x 2" x 0.070" PATIO SECTION ~2ar~ #-2oa•~ scaLE: r = r~• scALE: r = ra' 3.00' -gyp { 2,D0' ~ p A=0.978 m.' I A=OA34m.' ° A=1.T37m! ° Wi=1.122pl.P. WT=DA97p.1J. Wi=t.890p,I.L An22351a' 0.083' + g ~ =1.38 Vi. ' 0.05D' + ~ Ix = 0,549 m,' D.oTr -(• ~ tr =15.828 In.' Wt = 2561 pJ.d. s.=D,9z9m! `'' SR=a,3s7m! ° sx=3.9sBm., o.Der + ~ Ix=25.532 m.' 8063 •TB ~ 6083 • TB 8083-TB Sx= 5.868 m,' soe3-Te 3" x 3" x 0.093" PATiO SECTION 2" x 3" x 0.050' TILT SECTION scALe r = r~' scALE: r = ra' sTrrcH wr (1) ee s.M.s. ®2a• oc. TDP ` STRCHW!(1)#BS.M.S,~24'O.C. tar # D II"~tXlO' .D~24~ TOP ANO BOTTOM ~'-3.OD'-~ ~ I Ei.F~lOi4~iN~eEAM~ A=1,305in,' A= 0.824 m! SCALE: r =1'-0' 2" X 9" X 0.082" x 0.3{16" ~` yYr=1.485p,Lt Wi=O,BWpJ.L SELF MATING BEAM ~~,, fx=1.818m.' iJ150' + 8 be=1.lDSm.' {-2.00'-{ SCALE: r=1'-0' 0.125' + ~d~ Sx =1211 m.' ' Sx = 0,554 m.' I 8083-TB ~ . 8083.78 ~-2.OD'-~ a 3" x 3" x 0.125' PATIO SECTION 2" x 4" x 0.050° TILT SECTION ~ A -1.915 mr o A = 2,7Ba In,' SCALE: Y=1'-0' SCALE: Y=1'-0' WT=2185p~.f. NR=3.190p1f. a=~21.BB81n. fx=38.578m.' 0,07r + ~ Sx=4.859m! ~ Sx=7.9031n.' 4.00' ~ ° ~- ~ OJ79r ~{- ~ 8083 -TB A=1,757 m., 3.D0' A=D.582m! r STTTCHWIIi) Wi=2Ai3p.Lf. ~ ~~ WT=1.122p.1.f. #BS.MS.~24' be =4.428 in.' 0:077 h = D.782 m.' O.C. TOP AND 0.125' + e Sx= 2.214 in' O.D45' + ~ Sx= 0.92D In.' BOTTOM _ ~ • ~ "' 6083 -re ..~, srlrcH Wr (f) ae S.M,s. ~ 2a' o.c. TOP AND BDTTDM 2' x 9" x DAn" x 0.224" 2" x 10" x 0.092" x 0.3ss" 4" x 4" x 0.125" PATIO SECTION 3" x 3" x 0.045" FLUTED SECTION SELF MATING BEAM SELF MATING BEAM SCALE: r = r~ sCALE: r = r~' ~r•.~I F, r =1'~' SSE: r = r-0. A=0.607m! (11N8xt1J14.9~-~°~J144' 'F N h=0.6311n! M AND ®18' O.C. 0.044• ~ 5x= 0.425 m! BEAM: a N ° 0,3701n! 2.00' $ 5y = 0,374 ~' SCALE 2' =1'-0' A- 0.772 fn! ~'2ar' C Wi=0.885p.1.f. (1) fl8 x 2-112" S.M.S. ~ 8' UPfDC71T; FROM ENDS, TOP OR }, • BOTTOM ANO ~ 15 O.C. 0.044' ~ § & = 0 ~ ~ OR PILOT HOLEWlCAP N Sx=0.5DOm.' AND (1) p8x iR' S.M.S. ~ . BEAM: DITERNAL 5 FROM ENDS. ty =0.493 in! TOP OR BOTTOM ' Sy = D,499 m! AND ~ 18 O.C. , ~. ~ 2" x 2° x 0.044" PATIO SECTION WITH 2" x 2" x 0.044" PATIO SECTION scALE: r = r~' A=D.815in.' ~ ' WT = D,705 plf, ~200 ~ UPRIGHT: a=a.seam.' s, =D.3s9 m,' BEAM: N Sy = 0.384 m! 6oB3 • Ts 1" x 2" x 0.040" SNAP CAP SECTION WITH 2° x 2' x D.044" PATIO SECTION scAI.E r = rar W H tt @ A Ix I Sx S Rx R' SectlonAlloy in. in. In, in - in., in, In., in. in., in. In, 6063 T~ 4 Hi 8 D.DB 0.06 1.18 3.61 4.05 0.88 3.40 1.8 1.85 Gutter H2 4 1,89 1,44 EdgB 6068 T,5 5 'H1 S 0.065 0.085 D.98 2.45 4.43 D.73 1.80 L 1,59 2.14 H24 1.49 1.14 R N ~ J ~pmp~ N~Q1-p ~~~w°0 z ~]po0 ~d'rNU ; Z~° ~~ i N ~ F I • ~ N 5r ~I~~ ~~~~~ m~o~~ w~~Z~ Q~p=~ ~~~~LL ~~m J ~ ~/ III u~ ot: 94 Table 1,1 Allowable Spans For Prlmery Screen Rani Frame Membero AArnlnunAllopAaB3T$ Fa Arse a1M Wlnd w.a. up to 15a M.PJL brd LaRbdes &hew ]r3a{Y' NoM (Jrhaomrll4, FL) Tdbatsy wd WMIh w • Beam 8padrp HdbMlieetlaro r4r r~' sa' sa- r4r ra' ra' ADaweYespanL'lbendingb'ordeAecBon'd r x r x a.OM' 9'6 b 8•r b T{' b 8-0' 6 8 2' b 56 6 SS b rxrx0.05r tai' b r•11' 6 T•fl' b T3' b r•r 6 8{' b S•11' b rx]'x0.045" 175' b 1tl6 h 8.8' b 8.17 6 8•r b T•r b T•r b Yx4'x0.050' ir•11' D 17~' h tad' b 8.1ff b 4.1' b r$ b r-0' b Tdbula3' wed WMIh w • Brm apedrg BelrMatlrrg9adla, r{T rd• s4' ~ - r$' r3' 9'a• AOeeabN Bpn L'! handlnp'b' a deMeeon V Yx/'xQOMx0.107 19'•1' b 1r•T h d'•ta' 6 13'6 b 77$' 6 11'6 6 71'-0' b rx5'za050'x 0.100' 2r6 0 20'6 b 18{' b 1r•r b 755' 6 11'6 b 7r5' b' rxrx0.05ffxD.t10' 2T{' b 2r4T 6 21'•7 b tr{' b 77.11' 6 1r$ h 75.9' b rxrx0.05Yx0.t14' exMtaOTrxaAMB} 7xrx0.07rx03U' 9141' b 10'•7 b M'-71' b 27.1' D 3S•7 b 3x•11' b 24'3' b 31'•S b 31'•17 b 27-1' b ; .. 91'•10' b 2tl6 h 29'•r b 29'd' b 1rr b 24'•10' b 2T•r b 18=1' 0 2rS b 25.11' b rxra0.082'xD.Btff A8•T b 47.1' b 3T-0' 0 34'•4' b 31'•1ff b ~'$ 6 28.1' b rx10'x0.092'x0.]Br 576 b 486 h 44'5' 6 ttl-7' h 3T-r b u-7 h 3r•r b Tdbulsy lad YRdlh w • Bow 8pedrp erop8edla,. ra' ra' ra• s4r ra' r{r r3• AAowabla 80an L'! bandrp b' a deAectlen'd Y x r z 0.0M' 1 i'3" b r6 b 8'•e' b T•1 I' b T•4' b r•11' b 56 b rx6'x0.04r 11'3' b 17{' 4 11'•1' b 1tl•1' b 9{' h r6 b 83' b rx4'z0.01r ST6 b 15.1' b 7r-0' 6 771' b 71'$ h 1a6 b 7tl•1' b rx0'x0.06r 9tl•1' 6 25•ff b 23'3' b 21'3' b 7r6 h 1a5 h 1T{' b rxrxaoer 3r6 6 2x•11' b 25.11' b v'6 6 21'•71' 6 2a6 b tr{' b naa: 1. i7ddarwr sham w 5wndrel' Ydway ebrdard hxermm, r1aMeD ebbreee eMp be lea Oxm ap47. 2 rnezhudinee deegrod abp ads rmm ehel he anlled b a madmum span 55 and a medmum updpld 1mIpM d 2tl. Sbreuree hrga Dun these fidb ehel hew eAe epedlk enptrreedng a SpemwbeeedmetnbbrxmidlDAl Sy Fl hx upbe750 M.P.H. whd bed. 4, Spn b mrexed dam army dbeem and updgld cannea0m b beds amrk anrodbn. S. AbaeaepenedoaRYrhWsl:gridlmenbnua.Addhortrormd@emneaBanuprlgldlbeer~rdhreabhnn aroedm m Ae Wove epero tar bfsl beml eperrt S, fhaln tpodrp ehd ahm®ed r-r. Fa beemzpem yealerBmn 4a-0'Or ham dlfie oederpmOn ad one pur8rr k: eedr 14'4Y m aedr ebe d 8e aMerpudhr ahel bxhde bbrd hradrp r dram b demR (4r-0'J open Mph pwau d r• r of mrbr guar sd f2} peke eadr dde dams purM road lderel bredg. 7. 8pm may 6e hderpdabd, Txsnple: Max L' for? x 4' x0.05ff hopoMeedbn wDh W •S-0' • 1tl6 iable f1 Albwabk Spam ForSrieendary Sgaen Root Frams Mamhms AhanhtumAeoyeteera FaArw M8h lMnd Lade apto 760 eLPx nd LaDbrar ede.eraaa7 xorer IJemaafg., Fy Berdlau FeebnW Te Rum. web nl•. TdbrhrytAedyl'Idthw•Pur9nSpeekg Ilabwsaesas re' ra' rr ra' s$' rd' P-0' AAOrWb Bpan L'iheMing'6' add4otlon'd r x r x D.aM' T-7 d s•17 d s:r d r•4' d s-r d 5-17' d S6 b rxr:O.DBr T-r d T3' d 8.71' d PS' d r6 d P{' d rt' d r x r x DAIS' 7.17 d T6 d T3' d 5.11' d B-r d r-r d r{' d rxrxeAls P•t7 d PS d ra' a r6 a rs b r•t7 b r6 h r: /' x DASr 11'6 6 itl6 D la•r b Pd h P-r b B 17 h r{' h Tdbuluy Lad llAder W • Pudln BperJrrg aepa.alar r4r ra' ca' s4!' s4' aa' ea' Albvere Spar L' 1 hrrdlnp 7e' a denedbn'd rxrxaoM r•7 a r6ar6e r.7d rn•a r6e r6a rxrx0.elS 1tl6 tl 193' d P•1t' d P•T d P3' d 8.11' d P•r b rxrxa.D15' 1rr d Ir•ir a tz6 a u•r d 1r6 b 11'•1• b tab b FerAnw edtlr Wend wade 120 YPJL a Less end ta8hdu Aboee 6739'4!0' Naar (JaobmmlM, FU 8setlan Feehnd TNaueh eeem w.e. r.r. e..... a..... Trawhry Load WMm W ^ Pudln aWxb+e NabMBedba r41' r4T r41' s-0' s4r r41' Sd' AIbMWe Bpen L' I hera0ng T' a deMetla'd r x r x O.OM' rr b r•T b T6 6 r{' b 8.17' b r6 b P{' h~ rxrx 9.OSS` P6 b P•71' b rS b 7.11' 6 7•r b T3' b 8.11' b r x ]' x 0.~0' t T6 b itl$ b 1tl•7 b P3' b P•7 b 8.17 h 8{' D rx1'x0.050' 17.1ff h 7?-0' b 11'{' b itl6 6 fa3' b 9.77 b P{' b TdbuMry lmd WYM W • Pu_ An 8peedrp ~ e«eah r6 ra' r4s• sa' rd" s4r s•r A9owWb Span L'1 Wnding 1e' a deMetlan W' rxrxaoM• itl5' b P6 b P,r b P6 a r{' a T•u• a rr b rma: 1. Thbmeew aMMri aa'nadral' Dxberyefuderd fdersrse. NO wee thkdavee ehae br ba Den a010'. 2. BpanBMebredanem'nlmamdl0a/3q,FLhxupba15gM3,H.whdbad. 3. Span lemerioadhamadadhemendupdgMazurcdmbieedearvlmnnodbn, 1. Above epena ~ nd hxAtde Imgdi d laiee Dam. Add Ierlrarrlel dafana hom upright b asaer dbreceb beam mmrectla b Oro Wow apwiabml6eem spun. 5. PsOrepetlngeheendeaavdr•8'. Faheunepengreebrthen4ad'mahaemetDeamerpudhrend as goer Ter eerh 14'-0' m mar dde dtlre ads pa0i ehaD brdude hderd bredrp r dawn b delel brad g open w8h pees tl 8• r o.a,xerr pudm end (2j gabs eadi eUe d aids pWx~ reed htlmer B. Spec may he blsPdrted. Enmpb: Mac L' hr 7 xr x 0.050' hotlar adlon fabrred bbutn war tllpe rdN W • S-0' • P6 Table 1.3 Allowable Poe! 1 Updphl Hebghb For Primary Screen Well Frame Members AlrarrNUm AIby811B]Td Fa ] second whd park rt wbdM d 120 NPH a N aevlbd leea d Ile 1 •a k• TdbrtaryladwldMW^UpIDMBpedng Nabrr Seetlona r$' r{T sa' e•o• r4r r41• r4r AllowebN HeIDM N 1 bendbp 'a a daMotlan'd r x r x DAM' 7.11' b r•11' b 8.7 b SS 6 S3' 6 1:11' 6 4'•r D rxr:0.D5S' 86 b T6 b r6 6 r•7 b S6 6 S{' h 5.0' b rxrxo.ws' tas b r•r b e'.r b Ts h r•1r b 55' a r-r b 2'x4'sO.OSD' 11'6 b ttl-r b tl•1' b r{' b T6 b T•r b 56 b Trlbufery Lad mee, w. Updgta epedng eeNYedngseaBaro rx4'xa.OMx0.t00' ra' a'd' s$• sa' AQmrWbFldeht lTlhending 183' b 13'•11' 6 17$ b 71'6 b r•r ra' fF$- b'ade8adlen'd 1tl•r D 8.11' h P{' b rxre0.050'x0.100' N6 h 1T{' b 156 a rr3' 6 tr•1' b 773' 6 1t'-r h rxrx0.e50'a0.12r .2r-r 6 2a-0' b 17.11' b ira• 6 1S•? b 14'-r h 1r•r h rxTx0AS5'x0.12r 2rS b 27.11' b Ztl6 b ie'6 b 1M' 6 153' 6 153' h rxrxO.OTrx0721' 3A'{' b 28.8' b 26'-T 6 24'J' b 276 b 21'6 h 1r•iR b rxrx 0.072' x 0724" 386 6 37.11' 6 28•S b 2r•11' b 24'•11' D 2r3' b ii'-11' b rxrx0.002'xa.3tr 47'•1' 6 3sr b 31'•17 6 2rd b 25.11' b 25-r b 2r6 6 rx 1ff x 0.01Y x eAA9' 486 6 4r-0' b 3r-r 6 314' b 9t'A' b ZB'A' b 2B'd' b TdMhry lmd Width W UpdghlBAedng 8nep8aalero r4r 1.41' B'A' 647 r-0' ra' r4r AIIoeMle Hdgld N l Mndbg 1e' a daAedlon'd rxrxoAM• Ir6 b B'3• h T{' b S6 6 r3• b S•1ff b S6 h r x 3' [ O.atr 17.1' b 1tlS b g{' b 86 6 7.17' b T5' 6 8-71' b r xr z a.tMr N'$ b 176 b 17'•5 b 1tl6 b ea' b r-a• h 8$ 6 rxrx 0.ar 256 b 21'•17' b 186 6 77.17" b tr6 b 15.7 h 11'3' b r:rx0.om' 28'3' h 24'•r 6 21'•17 6 1S•1T b 186 b 7T{' h 15d' b rur ®ammie r4pme n xxe vaaooea oma men ixu nwn, ermMm: pn reds 1A a the ePadlatlarr pegs to habbe dDe bphWrp d Ihb eectlm era emrrlae bebw, Nob: 1. Thldnaw ahem w 5amber Mnhy amrds'd 6>Iseipex No we0 D1dmw tha0 be bq Omrr D.DeO'. 2. Udng eaeat panel w~ W eeled upIDM HrpIA 1f. B. Abaw epero Co rxd hreMe Irpth d lows hrea. Add IerkaW dbhnoe fmm updgMb crOr d txaa b heem mwdlm b BN Wove ape hx bbl heem ePanR 1. SDeepacAbeiplneshprequhedrapedsidaeurrow2abrneerrmdheyprl 5. Spenlebbemreuredfroma~merdbeanendupd~rlmnmiedmmhzdaawalcanretlbn 6 f2uh a-e d r z r x9.044' min, era ed ®3r b IsIpM psi ha mreMered a rabentld grsnlrele pmddpd they w elMded veer mh (3) Alp x 1.11r S.M.S. her De eoew caw em do na a~eea r6 b qan. 7. BpsM may be InWpobted. E SPANS FOR'C E7><POBURE CATAOORYArmIOR Wa1DZOrE9 OTHER TlUN 120 YPII ARE REQUBrEp, BEE ErANPLE e11N5PEC11ON OUIDE FOR BCREENEO ENClA9URE8, SEGnDN 10. Tebk t.4 Allrnnbk Psatl Girt 1 Chair RRII Spent, Header Spana d Upright Helghh For Seeortdery Screen Wall Frame Members AlumMum AOq 8066 Td Por B eeand elrtd sort rtwbdq 4128 MPH a ex eppaed lad d 111 f ee. R' s.etve. 1. rr.,rzv,ere c.ew,.er aM. wxu rn.. Load vnant W Helbrv Seabrs rd' r4r rr sa' s•r ra' r4r x Y0. { AllaabbH hb •1 - ii'Ihendb b'erdeM cOon'd -1 4.9' x xa0 B •11 b d' x x D,DI] 5 5 d 3 •7 d •t $ b x B x. 66 b P• 3 6 J b e{ x x0, g1' b b 5 •1 Ba 9ee8ane xrx0 AUewehb Hal b4'M1baM 'h'adeMedon'd 5• d b 8ae0aro N Hatrenhh Feehned To Peer Sldr boo SezaM Baeee rd read wMth w Ndlow 8edbne $ AllaxrWbFb h1t Hlbendb 'b'adMealoe'd x2 x0. b •11 ~ e x0. b h b a x. 8 • 1 •1 b 8• b x x b. r4 x0, Ba Seetlea 2 x xOAM 1tl•17 6 1 - b •I b AlbwWb NN Ma'H'lbeddb 1r'or daMcdanY 3 0 T h •1 ' Far eOaMehN ~d 8whd vebrdbe atlw8en 120 MPN, w arMrebn table 1A m the eped0atlau hr hrbbe P>qe rt b• begbxdng dlhb eadba sd exempb Nebr. Nobx 1. TNdaeere ehorm pro Tmmard Debeby e7erdma blaenax No Mae Dudoire ehdl be ba ttnn 9.049'. 2. Uetng+aesr pond wbtlr W eaNd AW hagDa, ]. AboweperadorotbdudebxpDtdhneehrers Ad4Pa~mdmanahanuD~banbrdhnoeb hrm arnrectlort b Da sine epme fabbl0eem epere. d 4. 81b epaiea erpheednp regabadta POd anrJomea aver 2tlb man mdheght. B. 9pen b b he rroetraed ham armor d beam end updgM mrexxdlat'b reeds awe0 oxeedbn. a (xelr nw d 7 x r x aaM' min cad act ®3r fn nelpnl an be oaeldered r roebanDd guerdre0e praidad Dar/ w eDxded whh mh i3) AIO x tam SJAS. ado er aoeM baero and m rolezmed 54' b apex T. Spw maybe htWpdeted. IF H06HT$ FOR'C FJfPOSURE CATAOORYAIB)/OR61'IND2ANES OTItBb THAN 120 NPH ARE REQUIRED, SEE ExAIIPLE CN IMSPECrION (RlIOE FOR SCREENED ENCIASUREl, 8EC110N 10. Tahk 1.S IUlowabls Spare for MleeeUaneotu FrominO Beams as Supporting Srxeen Roos Frame Member For Areas with Wind Loads up to 150 M,P.H. old Latltrrdea Below X0',10'-00' NoAh (Jeeksanvllla, FLT AlsdrwmAlbyB086T-0 TrIhW Lad Widtl, BMOIeseBY,dngBrme lea' u'41• tra• era' 2s4r ea{r e1•a• 3e'4w 4zc Ira' sr3' s1'a• AlbMebb S n L' 1 bendl b' er deMctlan'd - rx4'x0.041'x0.1p0' itl6 8-t7 7.17 T•1' 8S 5.1" 56 S{' S'-i' 4'•It' 4'6 r6 rxrx0.ew•xo.100' 1P-11' itl•11' S6 r•D' r•1' T6 T6 5$' e'{' r•1" S•iff 5•r r: e• x 0.030' x 6120' 14'•11' 17d' 11 ~7 7a•1' 83 r5' 8.1' Td' T{' 6.1 Y ra' rS rYrXO.OSrx0.flr 1T•1' 14'6 476 11'•r 18.7 r•11' 83' B'41' 8{' T-11' T-0' T{' rxe•:B.aT2'xo.2u• 2z5 f6-77 16•r 14=11' trr 17-07 17.1' il'S is-Ir 1a{' a-11' rT rxrxpa3x'xos21' trd' 2aa7 16'{• 18~r 153' 14'3' it{• tz6 ua Ir6 ir-0' tar r.wxa.oerxoaoe' ze'•r 276 1r•iff ir•ir tr6 is{• u's tr6 1z•1t• 1r•5 Iran 1r6 Y xlrxa.0-2'x0.36r 31'S 25•r 2J'6 21'•r 7r6 1r-r 17.7' 15.1' SSd' 14'6 14'•1' ir6 T w d Wheh DeuhbBNFMdIrpBame ia-0' U'-0' tr4T 22'-0' 2B'{r Bad' Bra' ]r-0' 4r-0' /r{Y Sad' Sr$` ADowWN Spen L' I bending b' a d~lleatbn'd Yxrx0.0T2'x0221' 31'S 2rr 23'S 21'3' 1a6 1r•7 176 '18'•1' 15{' 71'6 14'•Y Ir6 rxrx0.aTrx0121' 34'•1ff 256 25-17' 2rE' 2t'•T 2g'•1" 1r-11' 17.11' 1T-0' 7r•]' 1S•r 14'•71' rxrx0.01rx0A0r 376 31'•fff 25'•1` 25{' 2r{' 21'4!' 1tlS 19{' 18{• 1T•T 7r-17 18•r Tx1rx0.0Arx0.]Br M5' 37'-r 3rr 2r-11' 2T•r 25d 24'•1' 27.1a 21'$ 2a•r 10=11' 1r-2' ikab48e11•YeBnp Baama MOBr 2 x 4~AB added TrDruWyLOed WMtlr ' taTopaBatbm 1tl4r 11'4Y 1r4Y 1i-0" 2r-0' Sa-0' >r'-0' 7r41' Ir-0' Ir-0' ]ad' M'-0" ndledsmWebl ~ AaarahM9 L'lhendl L'erdetbetlen'd rxraOATrxA.224' 31'-2' 28•tff 25S 13'6 27'-r 1r-0' tr6 176 1r-0' 15.71' 753' tr6 rxrxOATrx0324' ST6 ]1'6 21'•77' 25{' 273' 21'6 2r{• 1a3' 1r{' 176 755' 1r•7 rxrxOAerx0.70e' ]8'-10' 33'6 79'd' 28'•10' 24'5' 27-11' 21'•P 2a6 1A'S' 1rr fT•10' 17.1' r x 1r x 0.00r x 0.3p' 45.91' 38'•70' 34'3' 3tl•11' 2r6 2r5' 24'•11' 2rr 276 27'S mr 196 t. NhnrcarmendedOutlheengbeerhamnzulNdmeryr~nlabemnDetrpnnemaetlenSS 2. Spw are bard m 140 M.PJi rhd bed ppa deed Ind lahemtrq. a 3penYmraeedhomarisrd4nxnedakotreWaedlcannedbn. 6 Above spa do nd hxJude krglh dbse has Add Igrlmrnd dhWfa ham upigM b ceded brae b bean cmneclon b De ebaa epre M bid beam epum _. . . S. SW+~he arbrpdebd -. TheM®drumL'bre7x4'x0A14'xatOCSbpfe8eS1de0ngBemnwhhTreulmyLondWHlh 2r-0'hTt' •y, ~, _, _ ~d --.,_.. Tebtel.BMlnlmumUprlBMBlzeaandNumbero}Svawsfbr ~ .. _. __: Cannetdlon of Roof Berms To WYI Updghb m Bean Spiking Brm UprgM WnhrnnreRhin OerA Nalw Mlnlm un Numbxd emre' &wn BDWdrp Sla 8ha a Knw Bran She" Archon p x K' e10 x d" A12 x;S' Screw xr o.C. rxr rxr rxrxa9M• 2 Iromm e 4 4 rxr rxr rYrxa.oM• 2 Fua e e 4 Aa rx4' rY1' rzrx0.0M• 2 FW B B 1 Alp rx5 rxr rx7zp.0M• 2 FW B B 1 rzr ?xr rzrx0.9M' 2 Fu0 '10 B 8 MO rzr rx4' rxrxO.flH' 4 PertldLa 10 B 6 M10 rxr 7x4• 7xrx0.Mr 4 Psdel 14 f2 10 A72 rx8' SxS 7xrx0.OM' 8 Perdd IB 11 12 A14 rzr rx9"' Pxr rxr 7xrx0.O4S' rx4•xaa5ff 8 a Pemel Pweel 18 20 18 7e 14 IB M4 AI4 rxt7 rxr rxrxaosff m PartlN So to to A14 sa.w sae Ybumrm OleLnq end 8 d sa.Me fAaaar Rea Th icpiw To Cents CenOs Ta Grdw Beam aba Thkiror Aa 5nr ere' rxrxo.llss'xa.t27 ultr^a.ar HO 378' 3N' rxa'xp.012'xo.224' rte'^0.12s M2 IR' _ 1' rx9'xD.O7rx0?24' tlr•9.725 Wl atl4' y18` ate" 3M' 7Ar 1' 1-1/! 13.M r rxr[O.OB2'x0..30r 7x1tlx0.087x0.98B' 173'•0.725 1N'•0.25 ue urn era uprpm ea cam exa a epixa talirleG9611 "OAB7 raD m~q 0917 temp tlddaiw NoOe: 1. GaescMen dr x r br r r eND we a hd by cola Ulr gisedet pleb. 2. Fbr Gem eplm annedhre De nnibw d eaewa eMim ktlm bW br adr epAa wYr U2 se eavax on rd~ dde d ee aA B. Th0 eixri6w deasw Y bard m tls medmum e0oaebb nrawd dtlr beam 4. The number dderk endno b bated a RANL R Tepper e0a•ehie bed dale hit 2,50D pd arctete end/ sequel ndiaranroy bt ree4 The nerrbsalzwn b tle kxm we 1R per eMe. 5. Hobs epka annec6ane an be made pmvbed Ore anactlm Y eppmved bP Ds adgbes. a 8a Vrrger tlmn mbhmm rprlgM b ura the rrumberd rove: b be eerriq fa sear e00a+dm tft De easxe a rdr zUe ddr od. l 1. AD brmbupdpMaterecDorofarrxPbeanedrlatpxds8hewenhmenxdamdarrdgwmetpbts, Gabbamaasdbam b beam anreabro nary a lap wl a Fagurdptebcanroalasrxrbesaabryrae3N'lapeaeMC A. Fatlddrergwd pbdea ur Y4' Iap screws, f 0. Cetacean dbum b uprlDM w!H•har. gavel pleb aerie dips. 11. Famhhmen gM a>m nssd updghl elm a e beam end purF she b minbnum ¢tahs M r x r z 0.072' z 0~r a.mb. ed r x r xa~59 a a127 am.h. updDM nquhee a r x r x 9.OM• pA/ ddr n,n.l I": I t ti. L Z Q V (n J W J Om~m W Q N H ~~'W~ Z O ~N() (j °o rn N ~W Z FT- ~ lY ~Q al`s a ~~~ Z J ~~LL~!~ =ZOAr~ m e'raa n VI~Qy'"F [n~O~n w W 00~ ow=~ C2XFLL L~~m 3~0 J~a J} ~r of ~ 4 Table 1.7 69h11mum Shs Screen Encleeero Knee 6recee Md Anchoring Required AheMnum Sep Ta Bna FSdiwbn Aahod S m a•T-0' rx7xa.814' 7HChennalwM atOxirl'EACHSMOE Tora• Txrz0.04s 7F4{2iennel wbn altixlrl FAC}i 510E Tov$ rx4•xa044•xalr cx1•x8.125 adN1314•epeie (eu TebN 9.8 for shy( (See Tabh 1.8 FbrNUmherAnd Sbe DiBcrsAe) Nob: I. Fa Regdmd Knee Brea1 OrutxTlan r$ Cadx! EnOher Far SpedSudme And [ktelh. 1 Cenbkver beam dah8 ehoam on pep 132 ehl be used for haq eowre et6dxrwd vrrn kre brae exuede 4'$. Table 1.8 Allowable Spent Fa PrYnary Sermon Roof Freme NamMre Fa area rrorth of fhe latlhtde d 90'JO'-00" (Jaekeomrllle, Florida) that aro eubJeLt to la on qa screen 8 wlnd zone d 150 MPH or greater. Ahalnxm uley pp Ta Trlbuh Ladwwth•W Ndkw Secaoa AlbnbNB 'L'IMrdh b 'or dellao8on'd rxrxa.ou• T$' b ff$ b S•it' b S•S 6 S•1' 6 4'•S' b e'fi ti rxrxa.as5• 6$ b Td' 6 ff$ b 5-11' b S$ b S•7 b 4'-1C b ic3'x0.01S' 10,7 b 6.10' b 7.17 b rr 6 ff8' 6 63' 6 sla• 6 r x4'x0,050• 11'r h ff•17 b Y•10' h r-0" b ra' 6 8'•11' 6 rr h T Land wlau • w 8eN4tbene Bectlerr a C 6 -0 Albwa bMS L'/Mm0 b 'adMectlan'd ri1'x0.014•x 0A0a" 1s-r b 13'$ b 1z•r b Ir-0' b 1a.T h B'•r b P-0' b rxS'%O,OSp'x0.100" iffy b i6F b 14.11' b 13'8' h 17$ b ti'•1C b 11'•7 h rx8"xO.pCx0.1t0' 27i' b tffr h 173' b IS-0' h 14'•r. D 13~' b 17.11. 6 rxrxO.OSS'x0.1M' 24$ D 7!•1' h 194r b Ie'-1' h 1a8' D 1S8' b 14'-0' 6 r x a' x O.OTr x 072P 33'$ b as$ 6 23$ b aT•s b 21'8' b 264' b is•7 6 r x Y x a.arr x b2u• 364r 6 31'•18• b s6$ b ss•11' b 24'-1' b 72'8' b 21'3" 6 rxs'x5.ap"ebaee' s6$ b err b 3a.e• b 2s•r h 2s•1r b z4'r b z7•Ir• b rxlYxa.Otr:Oaat• 46.10' b 4ffr h 38'r b 33'•7 b 30$ b 29'$ b IT•1' b. rrm Lad hWdM • W aTMP Beatles 6 r ASowablaS L`IbeM 'b 'orde8adl on'd r x r x O.a14' ff•7 b 7.11' b T-0' b 6$ h 6-0' h S$ b Sr h 7x3•a0d15• 11'd b 10.1' h ff-0' D 6J' h T$ b T8' 6 ff$ b rx/'x0.015' ire' b 17r b 11'-1' b 1a•1' h 68' h 6~' b 6a' b rx0'a0.O8r 24'$ b 21'3' b 168' b 1Tr b 16-1' b 1S-0' h 14'•7 6 rxT'x O.Op' 273' b 73'$ b 21'•7 b 1ffJ' b 17.10' 6 16-0' h 1S8' b Nda: i. Fa open L' dberiK Uea eaerr perel epedrp W 2 AhoweprrdondhtludebagAdwrehma,Addhabonhddhdenoe~lalrp~amwdrdGremham mmedlon b Or ahaa epw Sx wml6eraepare, 3. POM epxhp deA not eased 6~6' (40 xeeb Oddosr(. Fa beam eperr prober Wien Iff-0'me brm tl the Decrier pWh end olw plulht for arh tr4r on each ewe d M ceder purer abet hdude bderal 6rech9 a ahoan h debt (46a open moms guar d 6.8' em cadarpur&I end 01 pudiro eedr rids dnmw pur01 need mescal badrq. 4. n b remneanded art lheerphrr b, mrewhd m rn adarr.do~re and wne mae mm s'-0' mod n e mhhOm ale updpd uad M aaeen endmaea veer 5S-0' abet hear aS•ratlnS aNon ralbr tlron dr beam eecSao. a SpanYmarxedSan~dbeamendupdphtoonamonmhrwaweltarewdwt S, spec m,r ae hbrpdeted. Na:c L' fa r x r xa057 briar eeram rwr W • sa' a rir Table 1.9 Allowable Spene For Secondary Screen Rod Frame Memhere Fa areas north dthe lailWde d 10',70'-00' (Jackeomllle, F3orlda) the are eubJeq to loo on iM eereen $ wind zone d 150 MPH or greeter. ASeodam Ahoy SOS3 T~ TrlbiN Lad Wldar. PoISn S n W lldme'9aeemr r$ 4'4r r$ s-0• rr r4r s$ AtlowebNB nL'I bendin b'adaMeOen'd r e r x O.D41' 63• tl 5-11' d S8' D Sr 6 S-1' 6 4'•11' b 4'•T D rxrxapss sr a sr d sr d s•1o' b sr b sr b sa b 7xrxaDlS' 6$ b r•10' b r•S 6 rd' h 6a• b ff$ h g1' b r%1'x0.05o' ff$ h ff4D' b 63' 6 T•1C h r$ b ra 6 8'•10' b T Load Wldm • Punln W Bn.p «eaaa r$ r-0• r$ s-0• s$ s4r ra' Aaoreble9 L'l bwWln b•ar hnaeexn'd rxrxa.o44• T8' d 6s• d s$ d 63• d r•1' d S•t0' b S$ b 9edla Pudla Faehad To Boma Ttroueb 8wi Inm &rew seeta Tdhrrla Lad wwtll • PurM S W Itoaew8edka ra r4r r•r s-0' s$ r-0' r$ AAOnabl•S L'I heMln b'adaMetlon'd rxriOAM' 7Q b 6$ b ff1' b S•iP h S$ b SS 6 5.7 6 rerxaasr T-8' b Rr 6 6.1D• h 6$ b 6.7 b S•11' b s$ h 7x3'x0.045' ff•E 6 8'•10" b ff•4' b 7.10' h T$ b T-r 6 6.10' b rx4'x0.050' 1a$ b P-00' b B'3' 6 ff•10' h 8'$ b A'd b T•r b T Lad Wldtlf • PurOn e W ttnep Seetlone 3tis r4r r$ s-0• s$ ff-0• s$ Alophle 9 n L' I bandl b' a daMetlen'd r:rxabu' ff$ b r-n• h r$ h r•r h r$ b s$ h s3• h i~Faapn L' d barn; Up ermen pad epadnp W 2 Above epem do not hxAri grgar dhwe brew. Add hodmnW dhWa bcm uprgM m mda d Dmee m bum tenrrdwn m M above ~ hxtoW beam epeiu 3.PultnepedrgNrgndexcaetl8'$(40xwebWdama~ Fa beanapmuWeeMrSrn4a-0'drhmnm Or order pa0n and err pudn fat Ox[dl 14'•0' al aril ewe der ranhx puSr1 anal hdude letaal hredrp a alanm h dawd (16$ ma web pmlYr d 6.9' de. aMerprOo rd (?) pa0rr eedr awe dordr pwlh need hteml bradnp. 4, nr remrrnrided edar ergheabe mrweded an r5' aaaa endonue ed spare mom nun 5sa' and a e mhhnrm the updpd wed lorwerrendaera over SS-0• krl ba one eeK{natlrp eerier arM3ar awl h barn eetlwn. S. Spn b meeeued hom canterd Gam and updpM taurdwn b auda axel oanrcilan 8. Spry may d Mlrpdeled. F,ovape:L'rnrrxrxaaio•noaba~eemerla~edmhewr~lala0ee,d w.sr,rir 7eWe 1.10 Allairebb Spene Fa Super GuNer end Self Metlnq Beam 8aeened Enelaun One 81dd5olld Rod 001er Slde Alunlnrm Anoy Sep T~ FOrArm wM Wlnd l.ae0e its N.P.H. a Lau aid l~tlluda &lor 30'JC-00• Natll 1R 9emn Nad Bum Span 1 4r 1 1 is-0• s -0 t7a' Bums And irz scud nOd Bean s n s ow.ra s4r rHr s4r ra• s-0• s4r r4r rxa•xa.aso•xaua• n'•r b it-s• h 1aa' b iar b ta+r b ff8' b s•s• h xrxO.OSS x0.170' 1 S b '•1 b b 1 b 1a• b b 1a b rxe"x6.0 xa124" iSS b 1r8' D 14'•3" b ir•S• b 13'x' b 17.11' b 1T•r h x l x 0.0 x a224 b • 63' h 5• b f 4'8 6 14'• 6 r x l' x e.pr [ 07a 1 •1 b 1 b 16-r b 63 b 15'S' 1 •3' b 14'•1 x 1 x 0.01r x 0.3E1 2 2 h 9i$ 16.11 b 16 1 •1 b A' 6 remove mwa grewrarn ea r.rn. aexpwra®rgp®oma men ~n~, me enlpneer mei be mnryped, NpOK • i. 9dr ulw prd to prate a ka sun 1a-0', San the 7h er emwehk easel red6erri spa ehi be ed~0ed al tlreteda d H-2 %1>2 (tlr wOd redpeal open dbfeenw tdvA4nthe ethyl rd 1ff4!"l. TM adhamierd m tlr elaeeNe eaeen Imrpnd wwal Y appred m e pwe Sdreoud and panel w urprmri 1ff-0' ud mA%rr Kp+e salve mdperM k.aw tlrn 1aa'. Z FaSpandl'OiBeercuseSaeanPrdwwmwFromDmrAip. 3. lGed 3pen • V! dSCroen Bean Lenpb r 1R dSald Nod Span. 0. Speer em based onarrdnhnrad10S18aRfareaeanandupme120N.PH,whrdwdlaeotldrodportlan. 5. Spam may be intrpokted. Table 1.11 K•Braeing Fetbenlnq Shcedula xleuwdtloxw•s.eLa mrea wen Wmm• t; Top I Par End hrr Peel®CMlr RaO ComerPat @Boeon m aeM Plri XI'-0• 2 4 2 2 2 4 4C-0 3 A .. 8 4 3 10'-0 8 2 FJmdmum Frmtwe0 Heldd • 104r the Fradwe0 wldh when pelemar,e MmberdsALS. Fa Tne ewe WaS 1Gandrq. the Swe moos NidSr N4ril Dehmmhhp Nwdsrd s.hLS, FaTbe FmdAndror sari wallt8radnp, ~zz ~ ~ O W ~djo~ ~wQ~=~ t1J (~ ~ ^ N Z ~~0°©' ]LLO1-, ~~~~~,. 'fA~ ~~ W~~ ~y~~a ~~~~~ moa~m ~~ W a~ ~SVm >r UC~~u. WWWW O Lam 3~0 Juaf~ of 14 r Table 8.1 Alim~abla LDada far Camereb Anchors Selaerstae b•Wr Nlnlmum Edqa 04hrtda Anelwr 9pednp AlowMalmah d • d4 pn.J sb pn.) Terhlen Shw L1NAC NAll7N (Drln Anelwn} 114' 1-1? 2.1r4' . 2731• 2nM 1N' 2' 2.1N' zrw z611 TAFP ER 8eaee L1a' 1.1? 1311' 7188 1891 LiC 1314' 13N' 3171 3081 fl4' 1•I? 2.1N• 3&11 7381 114' 13N' 2.714' 4851 2571 ]la' 1-I? a+'SB' 4771 I7B1 ]R' 1.3N' 7318' 8011 5421 POWE R EDIT -aloe Bab tl4' 2' 2•iN' 5738 911:1 5HC a' zare' oar 8811• aB• 9•i? 73lB' 1,3188 1,tf86N f2' 5' 41? 1.8831 2,W71 POWFA 97118 111• 23N' 2.114' 881% 9888 974' 41N' 1318' f 1811 1,0871 12' C 41? 1,9111 1,4501 SIC ?• 5&8' 8701 2,1051 now: 1} Caoale eoewe aie amaed b r ambedtnnd br rtanufectinele, 2} Years Oded w a0owed bah w8 a eddrhCordl epp8ed. 9} F+6duda a9ud m real may M au6atlartad. 4} Nrdiwa reoeNYq beh pspalrsptlar b M deaew w h lemon. Arxdpn reaeNtq loch Perold b er dlrsne0r en diner bade. Eampla: Oeoemiro the nlaraad oaasb endwra nquhed q dhidFp tlr uplB bed hr 8s anahoreeowd bed .. Faro 2'xe'bawn rak eperNq • T-0' O.C. e8oaad open • 2s4r Reba 1.1) IIPLlFTtOAD • 12(878!8 SPAl11 x BEJJA 8 UPF110HTSPAClN{i NUMBER DFANCHOA,9 • !x'74) x Tx 711 sq. FI Al1AWF.D LOAD CN ANOStOR NUMBER ~ ANtOiptS • ~ •7.107 _ Tlenrae, re 2 orclpn, oro (1) an eedr eMo dupd5ht Table y heed m Bari Productr' a6web Mh for2,500 piL mrvete. AllaaraBN Iced Cex+nbn MuPopllen fot Edga Dkhnat las fin Bd kuss7e Dle6rloa IowaMa 7arolon SMu f2d 1,10 117 ttd tAi 1.18 104 183 188 sa 1m . t6o ea ase D:w 7a a95 D.n ed an a.T2 5d 11.88 a.87 Tebk 82 Wood end Conaeb Fesbnen for Open BuDdinge I loads and Ares For Sasrra b Torsion Only Medmum AD9ewhls • Lind ene A@Bufahk Rod Ars br 1Z0 MPH wed Taro (zfl! aFl !Far WIM Reobn dMr tlun 120IBPN. Ur Cnmurien iehl• k 9eltein deJe moll CONNECTING T0: Ir000 for OPEN BuOdi Fuhror Lmgtlrw NumlMrdFadNrw 6lemeder Einhadnenlt 1 2 a 1 1NY-~ 1` - 26M•l1SF 5281.235E 79D,k•999F 10561.185E 1N'e T I 1.1? 3961.173E iB2Y•319F 11881.52 SF 15841-695F 1N'e 2.1? BBW•295F 1320M•S7SF 1BBGt•BBSF 2B4D1.115SF SnC1 f' a121•#SF 8211•TIBF 8381-41sF 12481-545F Sn8'a 1.1? 468t•206F 8931-415F 1464t•815E 1872-•n 5F 9rle'a 7-1? ~ 7801.943E 15801-BB BF Z31D1.1025F 312Dd-138 SF 9R'e 1' 7581.153E 1121.31 SF 10681.183E 1124t•82 SF 918'1 I•I? 53q•295F 10891.185E 18DZr•70SF 273B1•A3SF 9B'e 7.1? 3801.38 $F 17801.775E 28701~11BSF 95WN•155SF CONNECTmO T0: Cp4CRETE SW far OREN Bull FarWv laggard Nwbar orFrbnna Ohw6r Fmhadmxd t a a 1 TYPE OF FASTENER+'Oukk 9aC Corr„rie tfera~ (Raw 2anw Ndlhr a CquMaYn 1NY 1.1? 2331.1DSF 1x1.20 SF ~-709F 90tU•413F 1NY 2' 27011.123E Sf61-b SF 8101.955E 10801.17 SF TTPE OF FABiE11E R • Comets B crer Raw T a 311Ca 1-7? 2481-119F 4lrbl•21 SF 7381.323E 8811.415E Y18'e 13N• 917/•14 SF 8341.285E 8518.415E 12888.535E 1NY 1-7? 3851.185E 7301.325E 1089r•4BSF 74801.833E iNY 1x11' 4B51.7DSF 9301.405E 17551.81 SF 1BBW-81 SF. 318'0 1.1? 4371.19 SF 87q•36SF 13111.57 SE 17481.79 SF Ie'o 13lP 8011-2B SF 12021.4 SE 18031.78 SF 210411.1055 T 98'1 YPE OF FABTEt7ER 2.1? _ • Belle Purer 12058.45E 24108.1853E Baa or hd 36151.1575E 48208.2109E 99Y 3-I? 13038-9/5F 28081.113 SF 39081.17DSF 412M•22)SF 1?e 7 180a•10SF 38121.157 SF 54181.238 SF 12241.314 SF 1?e S 19931.673E 39881.173 59791.2805E 79721.3115E WIND lOFD IbNVERBION TABLE FOrWkd 2meelRe¢wr olhx awn 170 MPH (Tebka 9haw1, nu6lply a8orrhta bye and mdNes By tlr ooratrabn hxdor Notr: The mbMrm 4iefance Gdn aR edge drxlleete b ale oonede erxhN end apetilp ha6veen entlnn der ndha bee Ban 9d wrtiwdb Bre cellar dlemeter. W54D REGN7N CONVERSION FACTOR 102 iS5 110 1.15 iM 1.00 140 ace 160 x72 Tabb 8.3 Wood and Conrxeb Fldahnsn for Enelorted Bulldinps I Loads 6 Roof Mae Far Samos In Tamlon Only NexBmm ABaweNa.lOed rd AWbdaNe RadArsfat 120 MPH Wkd 7erw (111r sF} CONNECTING TO: MI~Dfor t)rrQ7 Bu5dDr e Fealana DlanxW lsgthA NumhudEaitanen Emhadmard 1 2 a e 1N1 1' 2811-85F 52BX•115F 7921.19 SF 10581.2e5F 1NY 1.1? 3861.10 SF 741.185E 11681.295E 158/1•~SF 1NY 2-1? BWN-183F 13261-IISF 19808-b SF 28401.845E &iB'e 1• 9121.8 SF r8711.155F 038M-23 SF 12481.00 SF 5118'0 1.1? 1881.115E 9381.73 SF 14011.349E 18121.185E 5118'1 2.1? 7BOq•193F 19808.788E 23108.5737 31201.785E Sro'e 1' 9588.9 SF 7121.113E tOBal•28 SF 14241.353E 7IB'a 1.12' 391a-13SF 10681.285E 1802A•~SF 21381.573E 718'a 2•I? eB01~ 22 SF 17901.43 SF 287D1.85 SF 35r8(W • B7 SF CONNECTWO TO: CONCRETE In, 2,500 taOPEN adMln a FaeWrer langMd NumWrdFeatann Dlematr Fmhednrd 1 7 a TYPE OF FA9TENEIt•"OUIdr9arCOmyala8anr 2ameeNaBlnar uMla iNb 1.1? 2331.105E 4681-ZOSF 8881.30 SF A3'L7.415F 1N'e 2` 71a1-125F 5401.235E 8108.955E 10801.47 SF TTPE CF FABTENER•Wnaoh Berard T arE 7118'. 1.1? 2461.8 sF 4921.12 SF 79tq•189F s8a1.245F 3H8'e 1314' a771.83F 8314.155E 5511.23 SF 1288N-913F 1NY 1.1? 7851-A SF 7301.183E 16551-21 SF 14801.985E 1NY 1314' 1891.11 SF 5301.2] SF 13951.94 SF 188Q1.15 5F 3.R'e 41? 1378.915E 8741.213E 19111.325E 17481.135E 9~8'a 13x1' 9011.155E 120L1-Z53F 18031•M5F 21011.555E TYPE OF FASTENER • 6 amlat Bone iawl Power Bolt a ulnlard 318.1 2.1? 12051.25 SF &l1p•-SBSF 3n51-B6 SF 48201.118 SF 31a'a 7.1? ~ 13091- 72 SF 29081- 81 SF 99091.86 SF 4121.127 S 12a 3' 7BOa-41 SF 38121. BB SF 5418N•t32SF 72211.1785E 1?a 5' 18831-/9 SF 39881.97 SF 59791.116 SF 75721.194 SF . WIND L.OAO CANNVFAaIMI TABLE FwWlnd txrenAegiaro ors tree 126 MPN (Tat4s Sioen}, nadlgey eforffih bah erd rod arse h the oonwralon (odor. Rode; The nhtn4n drlaziae ham Ire alga dlhseen¢ef. b the wnlw diM coracle cellar end the apxeg beawal aa~ae0e eMan ehY ml he Irw aan sa wren 0 e ale error aleeeW. WDN REGION CONVERSION FACTOR 102 115 110 1.15 12D 1.00 1a oae lea D.n Tabh BA Yaldmum Allowable Feabnar Loads for SAE Grade S Sbel Feabnen bd6 8083 T~ Alloy Aluminum Fomblp W wmmmendad ey q Ball•Tapplrrg end Maddr anew AaewahM loch Tam4 Bematll SB,Deo Pah, ahw 2t,W0 Pd "TNdowa ~,Lla.) I aNav I aNaar ~pba.} dhe. I ak«r ~p,Ytl Ilaer I ahw IT,Ia..) I Blwr I ahaar I nl.~.r.. la1Me~'11 ~~ ~I~°~}I~+a~ ~}I~pa•11 ~~ loll DNrrMar N b r as De a um u inn DNrpde e }468 • 2908.72 •1 e 7 0.90 120- B1 1 -271 e doh - ~`%. . . w,,.wr RNhtDlwmhr an' char 118" 129 18 C 24 978 Ahwlnum Rlvate wlh ahal Mrndrd Rhei 6imrder 81wr 216 325 A' Table S,S Albmaflve Angle and Meh6r Syetama for Beams - Anehared toWalls,, Updphb, or Grlbr Beamt . 1laldmum Sane I Aneher SW Fmwka Type atee Drulptiar Ta We0 To Uprlphll Beam an 1'R1'xDA45' 3118' a10 a 1'x1'x711~' 3118' 112 e 1'R1'x 116' 0.1 7r18' 1112 i•tr7x1.1?sHe'o. 1N• n2 1.1?YI-1?L19'0.188' iN' n4 s 1.1?x1.12"118' . 1N' n4 e 134'xf3N'x11B' .7 iN' _ 114 e txYx0.063' 918' 3~' en rzrx11a6.1a5 sn6• 5116' 2'x7'x3116'a313 1? 1? Lldrenml 1~1/' x 1.111' x 7-3N' R 116' 3T - n4 U•drennel 1'x2.1lB'a1'x0A50' _ 5118' SI6 lJdmriml 1-1?x2-18'x1-1fleQOq' 1? n4 ~. •ur•w•,u wu,y wr,nwu, ,,r~•.e,•u, wyuiw w,n Tebk 9.8 iBnimum Anchor Slze for EuWslona ~_.,~.~ ~ des Nto~iW Cserab Wood r%B' 811 1N' 1N' rxe• nz iN' n2 rxT" n0 3118' n0 rYe•ar a Ina a Ndae WeB,bsntendupdgMmkdnurtlendrvehxseha8heueedArexfmdedaaupergdteraanraetlane. Tehle g.7 Abametlre Anchor Sekctlon Ferbn for Mch6r 194:row Sl:es u.r,r r,..... MeharSld a na na n4` 5118' 71C n 1.oa as a5a ale IL27 azi. nD D.so- tea are as7 6a3 azs n2 B.se o.n i.aa o.ra a.1e 9.9a n1 0.48 0.57 a7B 180 0.59 0.18 sea' 667 D37 a.1a asa 1.0o ale au• DPI Die a7a ase a.79 tlq AlhrnalM Anchor lalaNan Felon la Andes! 8aewater Concleda cad Woad Analrwe Cenenda and Weed Anehan (eara:rwa aaarr: r inv. eadwdrsrd) ~ 3MC 114' 318' a 1u• a.m t.m o.~ 9~' Ds6 ass I.oo DYNA BOL79: (1816^ cad 2dN' awhednad rnpeallwly) ~ 9118' t? 1 1.W .48 1? ale 1.00 •MWtlpFYBelnmmerdaawewaxtlxamedododewenhdledend:owl upmihe andevan wuMxdawsrw. (3wnple: H (10) a eosrn w regdred, lM nwrider dlloaasvn leaked Ic OA x 10 • (9)110 Q jN0 ~ ~QmOJ ~'Wa~~ w~~w~ Z ~?~00 jf~YS~N~ a5~ 2~~ ~'~ n° ay r ~~~m~ moo~m ~j~~Z~ !!~~Om=~7rr VW~0.LL W• L~Om 3W J ~ /~ UG,~ ~5 2~ ~ I i~ §!1777 r ~- of 14