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BIN A-3 PERMIT 6093
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ALL UJOOD HEADERS ARE (2) 21';.< bll T=-=== ~-e~~\JD~==-=-=-Jj r~~::=--- ;C<;:~'IE FEE~~='I I ~.<>rOOC1'< o'IS i~C~!" ~~ I I ~----- ~RE: -1-+'.J1'-iQ (P'.-l) or I.l"RAF' (IJ)) I ! or F<Y:i<E T (F'K T ) i. ~- UJI:\iDO.u 51ze JI I C_ ~4 ~f.() I--=-_.___--=---------=::;==:::---=-==~ :JET AILS I:' ~/1NG: I ICO'lERED I 1___- I TOTAL: L -----.---.-.------- [-- -~=--=~~~MT N~-~O ~~-~~-=-~-=J ; r-AL~-I'NT E R' CR -0 IMEN~r ON~ARE-~ I VE-N,.-Q-----ll Tj-,E 1:-"0:CAT2D CENTER OF n.E: STuD l.iNLEoo I NOTED OTi-'ERUJieE. I li:)1 Al-L EXTERICR D,i'1ENo!o,"'lo ARE GIVEN TO I' Tj-,E FACE OF 'ff-.;E ~T\.ID OR FAC::: OF BlOCK I II' ! (AS AFFROFRIATE) l~f..!iCH Li:--'E:S I.UI'f'H T:-;e I jl :=O..NDATiO'.... BELo.U 'I III ALL '=0 iN CONTACT wm. CO'iCRETE C1'< I lii"1A~.ON. RY o~A!...L 8E FRE.oe.vRE TREA~EC. CRI . AFFROVED CEDAR, CR HAvE::> l.B, F2L T I I BARRiER ______________ L::_________________________== ,> .> '-j~ 0 SF ENTRY: ~0 SF 1032 SF r' ~'" - t..'it~'1 ._~......_. -~.~. .~-......,.~..-~..."~.. -'P~-.r.a.- It ....:_1liIa - ....--. ilII""7 W ~'-'-~9""- M_.~.._d.....-..._ ~'-.-~"~ V ...- .. - --. -) ".::. ,.0 . I '. ... '::' ~ >..' ....,..., ~ ,', I ; .. ;t; .-'2-- 2.l{O'J. ,< .". .",' ,. -, "1t:; 1 ~ Y'I. ......- JiI,................w- T J'" GINItr=!AL.. NOTEe,4 eP'lc IF: J CAt T' ONe, _.... . T. __T . .. T . '. T ~ BUILDiNCs Co,\lTRACTCR . .ALL e>t.,;6CONTRACTC:r:<~ .e~ALL C~ECK AND '11!R~Y ALL DIMEN~ION~ AND CONDITro.'i~ 0.'1 Tf-,E JOe 51TE FROM THE C~.li:~o, DIf"':EN6!o.'1t) 0'1 THE ORAtUIi'.;G el-!.ALL Al.IJJAYo \.JAVE FREFERENCE OVER Tl-OE ecAl.ED ORAI,UiNC" Jce ~Pe:c;F!CATIONt) . Co.'1TRACTU.AL ::<:i!auiRE:i"",ENre ~Ave FREFERENCE OVER ORAI'uINCs REQUiREM!NTe . iN=Cfo<j'-1ATfON. . LOCAL coer: ReQJiREMENTe t (,F AF'F'l..[CAeLE) F~4A REQIJiREMENT5 o~Al..L I-lAve F'REFE~'ENCE ove~ ORAlj)INCs . oPEC ,;:rCAi lo.'ie. WIL aE~eATi-4 FOOTi~ . Co.'lC. eLAee 0.'1 (S~OE e~ALL aE lJ.;ELL COi'1PACTED CLEAN FILL OF OtiFFrCleNT eEt'-ielTY TO ~FFCRr eEARiNG l.OAbe . TReATeD MAiNor TERM1Teo w/AFFROVEO i""en..1OOa A\iO CriEM:CAL.e, . Co,'iC~Te e~;;iLL BE CI= AFF~OVEO Pi_ANT MATER/AL.e . A66REGATeo, TRAt\oPCRiEO l,.ioiNCs AFFR.OVED METHODe. CI-OEM\CAt-e. ALL REIKFC::;(CiNG oTEEL e~ALL C()t\;FC~ TO LOCAL eUILDI~ COCES . A.oTM oTA~OAF<D~. Wl-OERf! opt.lceo, IT eHALL. LAP 4~ eAR DIA 'JJ/A MiN. OF 2'_~" AL.L ~e1N.FCKCIN6 ereeL iN FOOT;~ o\.JALL aE COVERED tulTH A Mir-..IMuM 0;: 3" COt~C~ETe, ALL. l.l.It"":ee~ iN Co.'4TACT \U/1""A~'RY CR Co.\iCF<.erE oHALl. ee r-~Eeou~e TRE:AreO !NeT Ai..L. TE.:::<t'1ITe e~ieLO u:...!ill(E l'-;EC!!a6ARY. FROViOE i:\eecr c RODeNT ei-4:eI.De li)..;E~E AlL. PL\;i"'~6iN(; ,lJJlRI~ . veNT~ PAeo \.r-(o<",~ el.Ae.. . EXTERICR U;OOO FRAi""e WALLo e~AI.L ee ANcHc~eD TO el.A6 IJ,JV1"X8" Lc-NG "J" TYPE eoL. To \.""0<.;9;' CENTa~ OF Pl.ATE AT 4'.~" ~.C. er Ar:<"IN(S 8" FROM CCRt'-ERe '''u/O'lE BOt.. T 0,'4 EACH ~'ce OF ALL. COCF< CPEN!NGo. ALl. co"c. eLK. Co.'1eTRUCT:ON eHALI. ae OF dOOO QUAl.ITY A"-iD CO'<FCF<J'-1 TO lOCAL 6i,jfLD,N.':, cocee . ACcePTEO TRAce FRACTlCee. FF":E.eNt:.;/'.eEF<:!!D TFi!Ueeee e\-.lAI.L. ee CCNoTRucrED OF AFFROVED iY'ETl-iOOe . f"1ATERIAl.e ACCCRDiNG rOAN EeT A6l.ieH:D WOOO T~..iee EI\l(SI~eERi~ F~C(;RA1'1 caRT,FiEO a'r Tl--e aT ATE OF FI.CROA REG!&TE:;<20 ENGI:\E:ER. ALL IJ.iOOD T~oeee, fUFTE!R~, JOleie. eEAMe. poere ETC. e~ALl. BE e.eCl...F(:ED TO The:R Ol...FFCRTiNG M:e~BERo 'JJITI-iE Ar-FROPRIAre Cl.:Fe. oTRAFo CR A'iCf.-IORe. UX-"'OO TRU~eEo aJ..lAlL e,E e~eCTEO . iNoTAt..LED ey METHOD5 AFFROVED BY Tf-.;E T~ee PLATE iNeTITUTE. T~Mee e~;;il.L ee T!E!OTooen..e:.R '.l/I1"x4" e.cAB~ CONT. ALO~ Rt...lN A~O TRJee.Ee 1"X4" aLOCKiNG elJA!..L BE! iNoTALlEO MJD.HE:~HT CF A!...l. EXTERiOR I.lJCOD FF<Ai""E ,.IJAL.l..~JFHA ReO.J,:..:Eti""I!NT./lC:i:COi"1f"':E:-..PED FeR AFPL1CATiO'l OF 1j),RE lATH) eXTeRIOF< fJJOOD $!OiNG CR U.iOOO COi~P. WARD e~AL.!.. ~AYE A f11~, Cl..EARA'<CE FROi'-1 6RACE. . FLOCR PL...\Tee CF.NO'......BEARiNC, CR NO'l.e~EAR NTERiCR F'ARTtifoNe MAY BE ATTAo~eD ro The eLAe 1,lJ,RAMoeT Pi;-.;e No. 332~ CR No, 3~4a AT 3'.~" O.C. Cl-1A~E TO ea: UoED WILL 6E PET~::q11:--'ED 6Y THE OEJ',IeITY OF TH: o!"A6 . CR'ri.!JALL MAtERIAl. . ll\iorALLATION e~Al..!.. CONFCRJ'1 TO LOCAL CODErAl'-ID :1= I\;ECeeeARY, FHA) Fl'EQ..JiREf"':t:,NT&. FROyiCE A'4 Ar-FROveD FL.AeH'NG FCR AL.L eXTERiOR OFENINCS, vALI..E:YS AND on~ER AR;:Ae oF='eC1F:eD ON PLANo. i:-;QTALl. A~~HAL T eAeED :.!JArER~ROCFil\iG AT ALL JCIQTe wi A POTENTIAL FCF< LEAKe, e~OJ..eR Doc~e & 6ATH eNClO~~F"'e~ eHAl.ll\OT 6a: l.eee T~AN 3/'f;>" "EM~E~eo GLA~3 OF( 114M LAMINATeD Cl..ASe C~ AFFROYED PLASTiC. lNeTAl-!.. 3/'Q" TEf"':P6:REO CIQ 1/4" l.Ai'1iNATED GLAeo iN ALL et..iDiNG CLAee coc~e, ANY W:l\lCOJ,lIJJITH!N :8" F~Oi'1 T\-.05 FLOCR ANO ANY ',UINOOi,U 1,i)ITHN 24" (j-:CRll) FROi'1 A COCR FREl=A6 FIREPLAcee oHAl.!.. ee I:\QT ALL.E:O ACCCROiN<~ ro l"';FGR. er-Ec;;:rCAT:o.~e . LOCAL 6l.JILOiNa COCE~. ALL CHI11r\Eye ~~ALL FROoJECT A MiN, OF 2'.0" Ae<?vE ANY FeAK Wlt~~:N : It> , -0" OF Ti-E Cl-1ii11\.E'r. A 30" MI~I~'1 l--iEACROO'1 Ie ~'EQU1RED AE~OvE ANY ATTiC ACCEes. INorALL :;!12" R.lI lI:eE~LAoe BATT iNOU!..ATfo,'1 iN r:XH:~IC~ F~Al"""E ,JjAl.Lo A~D iN A'I'r COi'1MO,\lI.UALL eETil,EEN AN ArT AChE:O CA~A6e A'-tO A OIJ.,el.Li~. PLIY6;NCs, ELECTRICAL Al'-oD l-1vAC ~yeTEMe ~~ALL co..;::c~"" TO CODE. lUjNOOJj~ A\iO DOC~~ e~ALL. aE CE~:G~ED iN ACC9RDA~CE TO eEC, 'QICt& OF Tf-E ee.c. CR A.e,ce, &TA....OARD 1, ':CR l.l.lIND LOAD ReQ;JREi"":ENTo. o:::AL l.U!LL e:: PLACEO CN i,UiNCOUJ. ef< aE r=F<O'T:::CT!:O r-RiCIQ TO' F;N,,'\1. i:-';oF'EC"O\i. ~.;\RAC,t! O~~WI!.L eE aa oTR0CTI..F<.AL. OE~!u~EO iN FtEFEREi',(CE TO e c.C 'Qtt'f;> C~ A&,C E, FCR UJINOl.OAD. Vi~Yl..~~ AL\;i:1iN\.;M~IDiNG CR WFFIT or ANDARDl, FCR WiNO LOAD REO';IREi"":ENTe&HALL CO~PL Y TO' &6.C OR A&.C E. F<OCFi~ MATe~!.Al.. eJ..l.AL.L eEN&TA!.LEO PER ~"'A:--i\..FACTi...~:gf.(? e.r-eC:i=ICAT:ONe FCR HiGH i,UiNDAREA. el-olALL Be iNeTALLED iN ACCCROA~CE iJ.JlTH A.a,!'}'1.C. ~2&, ~,Nlr-1Uj1 2I'J.Q;Q.~J THiCi<NEOQ !I~" 01'1 MAoOl\fo<Y WALL ANO 1/8' OvERAL.L MEr'" At. F'LAarER eAeE. WITH OR iJ,JITHoJT OOl,..!D eACKi~, _CEME.NTJi:Qi.&J:itil~_~~.Q_~~Il.d~CQ, 32. . .aLL EXTE!RICR CONCRETe 8LOCK IJ.!Al.L& Af<:E Cee!Gl';ED Ae e~..EAR IJ,.:ALl.~ CR $hEA~ IJ.;Al.l. oE6MENTe IJ,JITJ..I OI..R.A.UJALL REir-..FORC2MENT eVERY OTHER 6LO"':K t\~ F=ER H..F- REOUiFt'gr--:ENTo OF TJ..;E NATiO'lAL. COt"iCRETE MAOO~~Y iNo1'ITUTE. . (NOTE: A~t:Ae I.iJm~ p!"1;M6il\iG o,'l EXTERiCRJJALlo ARE NOT ~~"EAR WAl.!...S) /~NY C:-iAN~~e TO ~eA!..ED CRA'-UINGS MU~T aE AFFROvED 6Y Tf-.;E co,'-le>tJ[. 1'1"<6 E1'-<(ii~EER IjJ~EN JRt,j~e MANI.4FACn~jlCEF(e eEALEO iR1...lM CRAuJi~e A~ :::t...f~Nel...e:o, CO\lTRAC rc~ fo REepON~:8Le TO \lER,FY t.P!..iFT LOADS 001'\01' EXCei:D r~e ',IALI.;E FCR TH: Co,'{\;EC":Oi\,~ ON Tf.-EeE CRAI.u,i'.;Ga, ALL e~~An.-<l;N(S ~..CH AS '/2" COx e~ALL BE NAILED 4" O.C. AT ED~E~ . ~" OC IN F,EL.D eXCEF'T PI.. yu;oOO O!AP.....r:<A6MS. Tl--iE OtHER FOIj,....D,,,U:O''l aA~e et-lALL BE CONTINuo..o A~OI;NO CCR:\ERe lJoi1'-i~ CCR.\..E~ BARS CR t3Y 6ENDiN<J n-e eAR IN ACCC~DANC::: l.iJ(l"H 2013.4 o!= THE SSTD !g.~3 ,N 60TH CAeEe T~a MiNiMUM 6AIQ L.AP o~ALL ~.E: 2:;", L::<'EI,i)ioE TJ-;E 6~\iD eeAi~ Fl'E:1\ii=C::;(CE~ENr eJ..lAI..L BE: CONtiNI../OJo AROUl\iD CCF<.......ERo. U......EN TI-oE eOTTOl'1 Cl-ICRO CF A ~OOF i~5e ie ueEP FeR ~TORA~E, n-E T~S~ MAN...FAcn,.RER ei-JALL r-ROvICE ~CR A MiNIMUM 0.1... . I~ ~e.F, AND A MINii""'ulo1 !...:.. . 4~ pep. \,JNLEeo AFFROVEO BY T...E CO:\OU!. m\G E~INeER. 1. J. 3. 4, :; ~. 1. 8. ~. ,~. 11. 12. !). !4, ::>. '.0. 11. I~, i~, 20. 21. 22. n. 24. 2~. 2&, 21. 2~. 2'3, 30. 31. 33. 34. 3;; ;&, I I I l_____. 31, Ir - . W~\I00UJ ~Ou6~Oi='S;\IIN~ c~A~T-=-='oC=-lj lr- ~~- BLOCK ~ONaT~~CTION _. ~:~D ~~ME c~N~T~C~;i:~ll' UJINDO.U 'I CODE I WIDTH rl2 <:ll-/--- i~ i/~----;--- 2;," :~ 1/4" ;< 2& 1/4,,~'-1 Ir~.}~-- -~---: ;~ ~~. ------: --:--=-~~ ;;~.: ~-II I -:-3 ~~4 =-~ I< :;'3" - -}(------;; !/4~------1 I . ~:;, el-+ ----;~-______,i!W_- --------~- /14 la"------ ! H~2 e~ t1 -'/4~--7-2~~'---- -2& s/e:---::;-----"2;, !/4"---- I ~:~ :~ _====~~=: - ___ :~ ~~'II -~--~~ :~:~'~ - -~l l-I34~ e~4 }( :;b" x eo 1/4" -11 8~: ~- ;-=-- ~:."I.. -=--=~-:--~- ~: I~~. - - -~JI ~-'~~ :~--- 31 ~/4'~__=_-~~=- ~:'~~8" -~ 2~y8~~_~-- ~~ ~~II-~-=~'~l 24 el-l -~--;_---- ~(t) ~a~ -----------;-~~~~1~i,;-----;.1 24:; ~J..I ' -----.-;-----i;:;--- I< -- ~;, i/4;;-- - - _____~___ _____ __._1 2:;' ~~ x ;,:;" }( ~3 !/4" 1"" 2:;, e~ ---;--~14\14~-- ------- x 14'a" --1/' 3i el-4 -- :;3 1/8" x. 2;''' ~3 1/4" x - ,;, 1/4"---ll ~r 33 e~ ----;------ ~a 3/e';- --------~-- ;a :;/8';-'----- I ~.4ej,..l.----'-.----}(-- -~~~~i" .-- ---.-.-7'. .----~.~'.18.." -Jl )4;; el-/. ' x -s~-- ~----;---%i/4-;;---- I I ~: :~~r- -- - - ~:---~ ~:~/4.. ~ --== -;- ~: ,~~. ~~= I ------. ==___~--:::;:::==::..__ _-=======.-:::.=-d, HEIGHT WIDTH HE IGI-4T r-==--=:----=-------:-==='=--- --==-=--=~== -=---=-=~ 1'[= ~OOOI ;1'<;~~;::Lo~eN~~r--~~~F<!~==-~i,: TYF~_O' :~:"~ ~~;~t:~=L~~!!CAlj !1 !~.q{.l1'lG!F'~.u .,-_ ~ALl_ ollE +2" ___82" ___:: I t ~CRI~:"-r I' DO...BLE: CO'CR CALL SlZE .1" 82" I I . a~ca: L;GH~- ---CALL o!ZE 82" i'----l u_. ,~~rlllll CAe.EO:(Pr~-(lt..,.9) : CALL SIIE .2" -'-_._- I fC'OCKET OoeR Oo...6LE CALL.. ollE +'2" ---------- -------- AoOM;(Y CFENINGo CALL ell::: .4' I FeR COC~~ II'F~6PI_:F(ot.GSPO' cd) CALL I / : , I - olZE: .1.'/4" ~1-;I2" L c: - 1_~.PAeo ___ _~___~~_. - RECEo? AT ~p II I eL10iNfj -uLAe6 OR. CAl.L. 6!1= -r- n~--ll' I 1- ___<.:._) _~_ I I I . FOCKE T e.GD (.~;-- CALL~;ZE ~~r-~---l I j (po_c;c,~t.J ~ALL. o'ze_~.l_______ I I II WiNDOJ;e (.) :ul~~~~~~~:~~~~~~e~ED1 I '-=-==--.:::---- ---=--==---~-------~ --:;::-:'===-==---:.:=--'-' KENNET~ c. ZEC~IEL, FE CON9Ul. TIN~ eN~INee~ a1~~ eA~CIN CIRCLf:; F<IVERVIEU), FL.33.5~~.4'990 TJ.4E!ee ORAIJ.if~~ Meer 1'H:! t1iNIMur1 ~1!QJIrc.'S1a}Ho ~Tl-ie 1~~4 MANOA~ e..w.o,~ COOl! 1Nt;I.VPII'-l(; CUAAt!N~T ~ V1.~.lo."'i.'~~O ~I! Tl~ !.6~~, _ ~~ _~l. '1~~(. Kj!. . an.. c, Z~ ie!., ~e~~~31 _. '"'" ........_~..,.~._~....'.5..-:7a ~~ II T1;1ill1ll1 _~ lr , ... . ~ T -...- NIl'" l "I 1. ._jr._~;~ poqr-" ,r.....: . , . ",. . '..' < ~ . ' .~ .. .: .,,:.,~ /- I W I- ~ o tf) Z o ij) 5 w ~ (j) (0 ~ ~ <0 ;;) " '-. I' f'-. ~ -j >- (l) ~ <1: is ~ t).. :s t) t... ~ ~ QI . ..... tn ~ ~ ~ ~ o ~ (1M ~ ~ ~ ~ t) ~ . N ~ >- CD o w ~ <.) w I <.) .. ~. ~ ~ ~ V) ~ ~ ~ ~ r). <::l r..~ S; . q:.c>: ~~~..... I ~ ~~ rt3 t: lJJ ~:) ~ ~ ~ ~~ ~ ~ ~ ~ ..J r....-..'l 'l::~ 3":: ~;S " ~ ~.. ~~V)~ lU r..)~~{i; lJ) r>.l <::l <) ".. -:) ~~~~ o -( ~>.l ~ --4 :r: ~'=<~~ I ~ 'l::CJ ~ ~ ~ ~ t~ ..... <) C< ~ CJ I/) ~ r~ ~ ..~ h o N N ..c; a. ~ ....\ <OCt:l c.,<o c.,'l'.. c.,l'.. I I COc.o CO~ 10 t-.... I I ~........ --- ~~ (,)<::l ~~ '-'- ~ ~ ~ ~ ~ ~ ----~ ~,-- Q) Z <{ ~~ Q) :J () =~ . to ~ lJ ~ ..J ..J ill ........ I-- I-- ~ <t ~ 2- <I -I fl ~ () () -I IL PROJECT NO. <a~el -- ~".......--,..~_.~~ " DWG NO. A2 .. !LINTeL BAR CLEAR BOTTOH REINFORCEMENT BARS MAX. 5AFE SAFE LOAD 'LENc.iTH LENe.TH SPAN ' A' MAIN BARS 'B' BARS LOAD ON LINTEL ONLY COMPOSITE 2-10. 2'-a. 1'-,. 2-1/32" NONE I.C'OO + 3.000+ 3'-'" 3'-". 2''!''2'' PLAIN BAR EN05 I/PT. 11FT. "'-0. 3'-10. 2'-8. HOOKED UP '00. -i' -I.. -i'--+" 3' -:.t" PO~ 2-1/2" , 5'-,. 5'-2. ""-0. 2-#3RD. NONE 1.000+ 2)00+ 5'-10. 5'-a" -i'-,. 11FT. I/PT. ,'-4. "-2. 5'-0. "-8. "--i. 5'--i- ~ 1'-5. 1'-0" ,'-2. 2-IHRO. NONE aoo+ 2.:250+ a' --i. 1'-10. 1'-0. 11FT. 11FT. , 'I' ~.... 8'10. 8' - O. 2-~~RO. NONE 800+ 2.000+ 10',-'. 10'-0. '1'-2. I/~T. 11FT. {: II' - ,,- 10'-10" 10'-0. 2-15RO. 2-13RO. 800 I/FT. 2.000 I/FT. 12'-,. 12'-0. 11'-2" 100 I/FT. 1.800 11FT. 13'--+. l:l'-IO. 12'-0. '50 I/FT. 1.'00 11FT. 1-+'-0. 13'-'" 12'-a. '00 11FT. 1,100 11FT. ; -- .I I " I I I I , , I I I ~ __Q..__.9 . (J) "- t!l I r- . ri "- T to I I-t~}. I-~Jt';}~. 1-5/8- j, PRE CAST CONCRETE REINPORCINe. SCHEDULE AND LOAD CAPACITIES r s t u v w x y z aa ab ac ad ae at ag .",. f , , He 20 UA Large Hurricane lie 1250# Uplift 625# Parallel to Plate NAILING LEDe.ER STRIP 50LEJ PL. TO JOIST OR BLK'e.-FACE NAIl. TOP OR SOLE PL. TO STUD-END NAIL STUD' TO 50LE PL.-TOE NAIL DBL. STUDS-FACE NAIL DBL. TOP PLATES-FACE NAIL COU '(lNUOUS HD'R TlUO PLACES CONTINUOUS HD'R TO STUD-TOE NAIL Ixa SHEATHINe. OR LESS TO EA. BRN'C,-FACE NAIL OVER IXS SHEA THINe. TO EA. BRN'e.-FACE NAIL BUlL T UP CORNER STUDS BUILT UP e.IRDERS AND BM'S UP TO TRUSS MEMBERS 112. e.YPSUM SHEATHING 5/S. GYPSUM SHEATHING GYPSUM e.YP5UM uJAl.LBD'S 112. 5/a. HARDBD. LAP SIDINe.-DIRECT TO STUD HARDBD. LAP SIDING OVER5HEA THINe. HARDBD. PANEL SIDINe. DIRECT 'ro STUDS HARDBD. PANEL SIDING OVE~SHeATHINe. GIRDER HANGERS (HeAVY) · Malerial: 7 gauge (3116") H. A. fleet · 314" diameter bolts requiroo · Used where heavy desig" loads and uplift are required · saccI Compliance Report No. 9142 · Dade County Approval No. 91.0119.8{~O) · HSU 100 saccI PST&ESI No. 9408 /' , ~~ ',l "" TOP LEG BARS 1/32.RD. PLAIN BAR EACH LEG UP TO I-+'-a. LENe.TH& 3/8'RD. REBAR EACH LEG OVER li'-8' LENGTH5 1/32' STIRRUPS -i'-O. O.C. LENG THS OVER Ii' -a' , TieD OR WELDl\O , A' BARS (HAIN REINFJ 5EE SCHEDULE 'B' BARS SEE SCHEDULE TYPICAL LINTEL "'.-.... ..~ .... -, .,...,,- -",;",- '1'T-'~-',--" "~~'':''l''''' ~.~. . ~~"'_' ~'-- ~..- .,..-_._t"_. .. o . T."T' -.~ --. ........ -.;;"., \ _"'-.'_~~----:,~r'-- '.-"r-,'" ,- ','~ 'Ie ,.....~- "'7' -'.r- '.1 .~ , '" 1/31'RD. PLAIN BAR' PoACH tit , i , , , , , , oJ. I - .. I , l l I I I I I 'p '.-'---.' - 1/'~2. PLAIN STIRRUPS (POSTIONER&) i'-O. O.C. TI8D OR WELOED lT~~r;~N~:LIW~b 11W~~3i PRe-5TREa~NG CABLe . co "- U) I r- - 'A' BARS PER SCHeOUlE 1 1-3/a. 1 PRE STRESSED CONCTETE SECTIONS THIS DRAWING IS fHE SOLE PROPERTY OF ~EN ZE(HIEL, PA. ANYONE USING THIS DRAWING WITHOUT WRITtEN PERMISSION OF OWNER WILL SE PROSECUTED" ~ ~"- ". - REINfORCING SCHEDULE AND LOAD CAPACITIES LINTEL" CLEAR LENe.TH SPAN 'A' eAR 5CHeDULE MAX. SAFE LOAD LIN TEL ONL 550 I/FT, -'50 I/PT. 510 11FT. 500 11FT. i25 11FT. 380 I/PT. 320 I/PT. SAPE LOAD ON OHPOSITE 1,'00 I/FT. 1,810 '/FT. 1.580 ./PT. 1....09 I/PT. 1..100 '/FT. ';220 '/PT. '20 ./PT. . ah 1""-8" ai 15'--i. aJ 11'--i. a I~'--+. am 20'-0' an 22'-0. ao 2-i'-0" 13' --i. l-i'-O. 1,'-0. la'-o. 18'-a. 20'-8' 22'-8* NONe; NONS I-1RO. BARS 2-#SRO. eARS 2"#:;R8~ BARS 2-#SR' . 6AR& 2-15RO. BARS , 1,' . .,.. ,-- ~ 1-'5RO. BAR CONTINOUS CuNC. KNOCKOUT BLOCK ceLLS AND 'u' LINTEL FILLED W/CONC. t2500 P51 AT 2a DAYS) peR CA&T 'u' BLOCK (SEE DETAil) liRD. BAR ADDEO THRU 'u' LINTEiL TO 5UPPORTS IN SPANS GREATER THAN 12'-0. . co " to I ~ < St't:CIFICA TIONS I. BAR STEEL SHALL BE MIN. GRADE iOt. DEFORMED EXCEPT WHERE PLAIN BARS (HOOKED FOR BOND ANCHORAGE) ARE 5PECIFICALL Y PERHITeD. 2. CONCRETE IN PRECAST MEMBERS TO BE MIN. iOOO PSI AT 2S DAYS. COMPosrTE LrN TEL SECTION HCS HCDPl Hurricane Clip Hurricane Clip Double Top Plate 520# Uplift 52011 Uplift 350# Parallel to Plate 2501# Parallel to Plate 250# Perpendicular to Plate 16011 Perpendicular to Plate SCHEDLILE Can a. Inltallw Oil Exlatlng Slab. HCOPl Hurricane Clip Doub!1) Top Plate 52011 Uplift 250# Parallel to Plate 16011 Perpendicular to Plate "d I'd I'd ad "d I'd I'd 8d 8d 8d I'd 20d II e.A 1-1/2. GALVV. 1/". HD. II CIA. 1-3/-+' ClALV. 1/". HD. 1-3/a. DRYuJALL NAIL 1-112. DRYuJAlL NAIL ad CORROSION RESISTANT WI MIN. SHANK DIA. OF .0'''. AND A MIN HO. DIA. OF .2-i. 10d CORROR510N RESISTANT W/NIN. 5HANK DIA. OF .0'1'1. AND A MIN. HD. OIA. OF .2iO. ad CORROSION RESISTANT WI MIN. SHANK OlA. OF .0'12" AND A MIN. HO. DIA. OF .:225' ad CORROSION RESISTANT W/NIN. SHANK DIA. OF .0'12. AND A MIN. HD. OIA. OF .2:25. . ',. DescrIption W H Girder Hgr(Heavy) 3-114" 23" Gif<l~r Hgr (Heavy) 5" 23-112' 3 ' eA. JOIST ". O.C. 2 -+ 2-i" O.C. I". 0:;. I'. O.C. ALONG EA. EDGE 3 2 2 2-+. O.C. 32" O.C. ' TOP AND BOTT. AND 2 E"~DS ' EA. SPLICE STAC.C.ERED ABEU 1" O~ CL'G a. ON WALLS 18' O.C. ' "rOp AND BOTTOM EDGES la" O.C. · TOP AND BOTTOH EDGES I." O.C. ' EDC.ES AND 12. O.C. ' INTE?MEOIA TE SUPPORTS ,. O.C. " EDe.eS AND 12" O.C. ' INTERMEOIA TE 5UPPORTS I .." Fasteners Bolls Girder Block 5--314. 2-~4. 6-314. 2-~4' 6-3/4' 2-314" ~3.W 2.314. 6-314. 2-314'- 6-314' 2.314. to Ole 7 Oe.emp.d to r/ompry Anchor '-t~~1# Uplif{ 131011 Per;'endicular to Plate , 7851 ra'~~l!e' to ~Iate I ..) _0,..--.-. _ . - .,....- , ...-.-..__.."'.,....~. '.' . ~eo': &1 .. ... ,., .A.... ~ .c~"'''''' ~...,"'" .."".f'.r '-~. "T' "",.'. ~-"-,_ "_.'''!".~,. -y;- ..~.._.-. , , :- ., ~ ~:~~~~:':- '":"-"'"Jil!~. 7"-rr'; -~._...- '--:-.~ .~ '",~ "r' ..~ ~---'I-- - ~..,-."",,' <......~-.-.;O-~..~""'T;~-~...,.- . ,'-:"r ..,....~---.;---,......-;- ~~;~r' .......... .,.-~~~-:..~/.r-........... --:--~ -~~.;~-,':-- ~- "'T.- .-.... "1"".-,,- t.:. T .IT 'T' TIIIl ~ ~ SAFE LOAD TABLE FOR CAST-GRETE HIC,H-S TRENC, TH PRECAST AND PRESTRESSED 'u' LINTELS ~ - ~ ~ --='{ ,. ? ~ : ...~ _. :::- '.~..-. ~ k~l1]~':;;nJ Fi.>J'W'~~~n. ---J -- -rJ!J-] ~--,._J ~-""-J''''=--I~~J1:M:::'1 -.--'----'--. --.-~~==--- --"~-.-~._-- ~"---=--~J TA24 Truss Anchor ~ tS85i# Uplift . . SAFE LOAD-POUNDS PER LINEAR FOOT - LENGTH UNFILLED FILLED I -i'-O' (-18.) PRECAST 1.815 LBS. '.OiS LBS. - -i'-,. (5i.) PRECAST 1.850 LBS. -i.815 LBS. -- --. e;.. 5'-i' (,....) PReCA&T 1,1"') LBS. "'''15 LBS. --- 5'-10' (10') PRECAST 1.515 LB&. 3.1'H LBS. ,'-I.. (18' ) PRECAST 1.5'5 L6&. 3.:2'0 LBS. -- '1'_'. t'O.) PRECA&T 1.550 LBG. :l.&~1 LBS. ~_.__. - -~-----_._. ,,'--i' C112.) PReCAST 1.025 LBS. '..li1 LB5. ~.r - ----.v~ -J,- ~~. 10'-'- (12") PRECAST 'l'l2 LB&. 1.33'3 LBS. . =..~.. - II'-i' t13'.0 PRECAST 800 LBS. I,OIS LBS. 1;1'-0' n-1....) PReCA& r 150 LBS. '0'1 LBS. ~-- ,3'--i. (If.O.) PReCAST _51 LBS. '.3-+1 LBS:, li'-O. ("a.) PRECAST 585 Les. "0'1 LBS. ---- li'-a" 011.') PReSTRESSED 5'3 LBS. 1.3-11 LBS. ~5'-i. CIS....) PReSTRESSED 510 LBS. 1,:210 L B 5. r n'-i" (20a') PRE&TRES&ED -~_.--- 381 LBS. 'U Las. t ......-=-.,............ , l't'--i. t232.) PRESTREsseD 28" LBS. a23 \.B&. ~ - AA 218 Rivitedfruss Anchor 1441 # Uplift t'I}' :--- 203/8"- - ~ ~Il'1" ~ a b c d e f 9 h i j k 01 n o p q f.- l~th ANCHOR BOL 1S · Nuts and washers included Pr()du.:t Code AB 126 AB 128 AB 1210 AB 121 ~ AS 1260 AB 1280 DimensIons 112' X e' 112' X e 112" X W 112' X 12" 112" X 6' 112' X 8' aryl WgtJ Box BolC 50 16 60 23 50 26 29 50 16 50 23 Duerl lion Arx.hor Boil$ Bolts AM.hor I30lts Aochor Bolts Anclx>r Bolts. Gal..., A~ Its. Gal..., ,"BOVE INFORMATION IS BASED ON CAST-CRETE (FECP CORP'> BRAND !.Ii~TEL5. ~ " ... 1'-.... J ~ASED ON TESTS CONDUCTeD at' ~ERTHER F. ROSCH, P.E. flRECA5T LINTELS MAY BE aUPPLleD BY CAST CRETE OR OTHER elJILDING CODE APPROVED PRECA5T MANUFACTURERS. . ...<~'" ii I~ ~ - .~. ANCHORING WASHERS . 2' Diameter Minimum . ---- 19J1 ~a. ~l ~-- ~, -.- I HD2X: \ Truss Held Down Strap 1271# U.)lift ---_\\- Product Code WSH 916 WSH 1093 DImensions Fasteners Oepth Slot Aneh.OI SoIt 1/4" 1-1I2X9J16" . 112' dia 1/8 9116' dia 1. dia Description West Palm Beach Washer SSTO-1093 AndIoling Wc,~~, HCS Hurricane Clip 520# Uplift 35011 Parallel tc. Plate 250# Perpendicular to Plate HClHlAH Hurricane Clip 520# Uplift 20011 Parallel to Plate 155# Perpendicular to Plate REQUIRED SAFETY GLAZ'NG 'N ~AZAROOUS LOCATIONS lI. 3-112'\ - 3.... d1. X 12" EHBS - 31... d1.;c U" ~ !AZAROOUS LOCATIONS OH! FOlLOlUINe. SHALL aE C0t-161t)Wl:O SPECIFIC LOCATIONS FOR THe PURPOSES OF C.LAZINe.: J. GLAZING IN INGRESS AND EC.RESS DOORS EXCEPT JALOUSIES. 2. <,LAZINe. IN FIXED ANO SLIDING PANELS OF SlIDINe. (PATIO) DOOR ASSEMBLies AND PANELS IN SWINe.iNG DOORS. 3 ('~l-AZINe. IN STORM DOORS. .~ .... tC,LAZING IN ALL UNFRAHED 5WINGINe. DOORS. 5. ~LAZING IN DOORS AND eNCLOSU~ES POR HOT TUBS. WHIRLPOOLS. 5AUNAS, arEAM ROOMS, BATHTUBS AND SHOWERS. e.LAZINe. IN ANY PORTION OF A alO'G UlALL eNCL05INe. THESE COi~PARTMENTS WHERe THE BOTTOM EDGE OF OP THE GLAZING IS LESS THAN '0.. (152... MM) ABOVE THE ORAIN INLET. ,. GLAZINe. IN AN INDIVIDUAL FIXf!D OR OPERATive ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGe /S A 2i. ('10 MM) ARC OIS THe DOOR IN A CLoseD POSITION AND uJHOSE BOTTOM EDGE 15 LESS THAN '0. 1I52-+ MM) ,\BOVE THE PLOOR OR lUALKINe. SURFAce. 1. GLAZINe. IN AN INOiVIDUAL FixeD OR OPERABLE PANeL~ OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND , ABove. THA r MEETS ALL vF THE. F()lLOUJINe. CONDITIONS: ~\. EXPOSED AREA OP AN INDIVIDUAL PANE GREATER THAN 'I sa. PT. (O.S-i MI.) e. BOTTOH eDGe LESS THAN 18. H31 MM) ABOVE THE FLOOR C .TOP EOGE C.Rf;A leR THAN 3'. ("... MM) ABOVE THE FLOOR. D.ONE OR HORt! WALKING aURPACES WITHIN 3'. ('Ii MM) HORIZONTALLY OF THE PLANE OP TH,E e.LAZING. S ALL C.LAZING IN RAILINGS Rec.AROLl!S5 OF AReA OR HEIGHT ABove A WALKINe. SURFACE INCt..UOING STRUCTURAL BALUSTER PANELS AND NONSTRUCTRUAL I.'f FILL PANELS ." GLAZINe. IN WALL AND FENCES eNCLOoINC, INOOOR AND OUTOOOR 8UJltH11NCa POOL5 1l1HERE THE BOTTOM ecc.e OF THE "LAZING 10(1\ )Lf!S& THAN '0. 05:25 ttHJ ABOVE 1 He UlALKINu aUf~fSAca ON THE POOL sloe ANO(a) WITHIN 35. ('1'" MH) HORIZONTALLY OP THE t'JALKING SURfAce ON THE POOL sloe. THU; SHALL APPLY TO SINGLE C.LAZINCa AND ALL P,'NE5 IN MULTIPLE GLAZING. -"',~ BEAM SEATS Produ.:t Dimensions Fasteners DesIgn loads (Ibs) Code W PO PW Bolts BearIng '- Has 5-5 5-1/4" S. Ir 1-1~ 140C() ~.- Has 5-6 5-114" o. i' 1.1~ 1 MOO --- Has 5-1 5-1/4' r 7" 1.112' 19600 Has 5-8 5-114. $. ' r 1-1~ 22400 ..- Has 6-5 ' 6-7/8' ~" 9' 1-314-- 18900 Has 6-6 6-"1/8' 6'-- 9" 1-3/4' 22600 Has 6-7 6-7/8" ," . 'j" 1~4' 26460 lias 6-8 6-7/8. 8" 9" 1-3/4' 30240 EHBSA SPEC S. 10' 2-3/4' EHBSS SPEC o' 10' 2-314. EHBSC SPEC r 10' 2-~4. EHBSO SPEC 8' 10" 2-314. EHas 512 SPEC 5-1/4. 12' 2.314' EHas 612 SPEC 6-1W 12" 2-314" EHBS 516 SPEC 5-114. 16. 2-3/4. . EHBS 616 SPEC 6.112. 16" 2-314. .. , --- EHBS 520 SPEC 5-114. 20" 2-314" -Elias 620 SPEC 6-1 tY' 20. 2-W.'" ' " " roduct Code -- TGH2 TGH3 TGH4 f"astener$ Call ed Member .- NallS. I " -- --- peslgn L~4s (Ibs) Uplift .", Length 0' Bolt In Carrying Mln Max Memt:er .. Nails Nails Bolls 1"1/2 3 4-1t.1 & 625 2100 3eOO ~860 6295 5155- 57~. < I 625 .2500 5250 ms 7530 7875 _ 7d7. ~ - t~tJ~~ 62~. -2815.t OOM '_ 1??oo 1??oo ,'XOO r 0 . , TRUSS QIRDER HANGERS Carrying Olmenslons Mert.b~, o W H . 8?lls Mln Max 6jlls 4-&'8' 3-71\6 ~:- {~\3:4 MB ';.lOd 14.1Od 2 ~ 4.112" 5.1/8" 21'1&'.'6'r(~~~I:t,~ 16-1Od (2) 3/1 5-!/4~ 6-7/8" 21~4. (4) 1 MB 14-1~~~12'2 {3} 1, -, , . Sl.RUCT,URAL .J. .' ;.-' ,~. f ..' " . .~.' .l - '( T 1 '" . ,'~" / !. , '-.,.f r 1 .$ /,<,' .Ji t . \' J... . ~. "., . ," ~':. ' "'. l 1> ... ~ .' \ .. """'~ DElAI LS \ f') ,>;,' \ .l"~~ tp'..",.. . - .LI~ ~ll 4. ~ ........ T r i . ;. A'_1J..........~ ~... II ~ · A hilliger desigr,ed to carry ffitUtiplSl meOibet Qirdet trusse$, f~12X6. (3) 2X6 ~l'~ ~4) 2X6. Filler blQCk, It..... . u~:~~.~ .,... ... ~ .,,<~..."'" ,1:. .', , 1')0" Jl.~~~ ~ ~ " .:.;, . ..... ..,. ~ # ., ..< ~./ \ f- " t . .'~ r. " , ' \J1 '1: <0 ~ <U -trl ~ .., 0 (f) <'l .... u .i:: ' .' ,,-., CQ ...J V () (0 W a.. "" ....... X. ~ .~- ~ ,/ (\' (/) .... .....t. W .", ~ (1J N tU a1 ~ (1,), t.1) C ,^ .... "I.' .. a. Z .... <0 - W 0) r--. ~ v. '-CO:.> ~" IJ,J ..- __._.u.o.... Orawn fl~../ ~ !~-p 'Ch9Ck~dl~ ~t' ' :.J -O=ltt;-------*',. , ' 9/r.../;)5 . 'J . .\ "..~-~.- -,-il'a.....~1.~.. - Sea le(,~Jji.,; J ~-..-v~.(....---~~~ ob,~\Jrr.bel .: '" R~Htsl(lns By -- { \ .,.. .. ~ \, ".- ~. ... .::....:. .. L '/) , ..... t.) ............c..... ~~ ~. ..~ i. ~ ~ @ ~ ~ ~. ~ ~ ~ i'l ~ ~ t-j r, r- i'1.}H ~ ~ :i i3 ~ ~ ~~ ~ ,- ~ ~ I ~ ~ ~; ,") ... '-"" ~1 ~ ~ :-T'~ ^j~{ T ~ '4.'\~ H of ',.' '-, ;>.<_. . .._\ -....fIiiIII3IlILI '<; ,... 1'. "'IJ " ~ .,... (0 , ..,...... " .....--~. ..1 ..-( UJ (J) Si1l)llt, ..............~i&"'k:lt;..a~-..<<t:""."_'."*'"- , ' r '-- _ ~..r _ ... ~-........ ~ .-. - ....,.......- , " "'..<r r ,-.,. ,- r'-,-- ~.... - ~' Part Number ConversIon Chart No19: This OOO'.ersior! chart is tOt rerereo(.~ ooty. '1arlatloo in produd SpOClrlCatJoos as"'td capaOllities wilt exist fOt simlfat PlOO1.JI:.".I. ~ Simpson A)5 ~<i "84-41 "8€<< AeMt'A8f~ A8VJI "at: ~ act 8C4IJ ~ , ..." C844 ~ (;84a C866 (8M C8610 ~12 ceaa C8310 C8312 C81010 C81012 (;81212 CCJ tl44 eel t/~ ewe 106 CW8126 CC<< C~ CCSI 1:C.~ CCS tl4-.1 CCM CC~ C~ CC/IJ Cl)T1 ~73 0:0& J 'Ccaa CC96 CC"'J8 CC101J CW8106 CW8121J EP844 EP846 EP86& ETA11J ET A20 ETAn fHA9 mA12 fHAla FHAl4 FHA30 fHA12 mA1S FHAl4 FHA30 Gla.SA GLaSS r ~ ., Product Code AD2B AD5B A07A Hughes FM FAOF PMX40 PMX60 PMXIJ Simpson Gt8.5C ~l8~ GtelA Gle78 GlB7C Q.BIO Gl8rS12 Gt8T~12 Gl8TS11J Glar~16 GlBrS20 GtBrm Glns GUl GtTlS Hughes Bass, 1 H8B,,,~ l-f8se-s Ha~1J }jos.e- , .il;}~a EHasS12 &as.s12 V~S511j E/-I&&515 W8-S5'-'O 018&8''-'0 8IJhS S BUHl SUH 1. S Simp(ort Ht/J10f.)t2IJ14 HVlllJ H\H8 IHJ~8 HlJ410 HJIJ411) IN4t 2 HJ~J.'2 .111J414 H1A;416' " I(N~ HN4S H"'410 I/W412 I rlH t4 HW411J H'/,M If....M ;;1"610 H(.612 H/.614 H'M11J H Ne.5 l'flrM HIt'810 HWS12 hWSt4 I((iS1S llSS If,S10 lfS12 lrlite lTS1S uSIa LfS20 L t,.;.P2 4ll IJ2 e l1,;P26'llt26 lI.;PZM,UP210 lV2M.l1210 PC4Xt FCUS PC;.6XIj 0044; ~ C04IJ COM CQ68, C~lt) C~I~ ccaa' ~10 ~12 COl0l0 C01012 C01212 Hf'..c:?1 s.c HCC)25-~ war9 'r'w1Htt HCC<< HCC41J HC(.525-6 HCC.52S- a HeCM HCC608 hCC68 HCC1& HCCl1 HeC78 HCC~ I-tCC08 HCCSoS l1f:c~ 11CC 1 06 wan war11 EA...... EA46 p6IJ rA16 rA20 rAn Rrt0112 SH12l '2 Afl8112 I. !)TZ4112 Ar3Q112 ViS 12 EHS'S Elisze &S)() Ht HCS }~ HeR P2.~H5 HCOPl P2.5.'H5 Hf'..-OPR li.l HCRH 13 Ii) HeLH1S U4 liCLH Ii. hCArt H6 He20 Hl0 HeIO l102A A0<:9 1-10~ AO~ !-<07A A01A HGLM maS-' HGlBa EHBSa HGlOC EH8SC HCtao meso HGl13 BUH3 HGl TS SUBS 11G\.T9 BUlt? Hl:n . fL')J J-i\.)5 HA)5 HU1 IWT 1"-~1 HAS] 1"-55 HA5S Hl51 HA51 Hl~ HA~ Hl~ HA46 Hl49 HA49 Hl1J BAn Ht76 HA76 Ht7g HAn liP AHO-l2 KHP AH022 HU26 UH2wm~ HU2a um8 HU210 UH21M12 ~12 UIi21M12 I-IVZt4 UH21M12 1-IV2~2 Uli2.26 HH\j2~2 UHZ-26 IiUZB-2 VHl-28 HHW8-2 1)H2'28 H1J2ll.2 I UH2.210 HHV21Z.2' VH2.210 HI1V214- 2 ."HJH21 0- 2 BHU21~2 EIilJH210-2 HU36 UHJ6 H\J38 UH3a MoM M.'S T21 MST31 M'S US MST60 J.,4Sr A9 MsrA12 MSTA1S MS r A I a MS r A21 MTS15 MrS18 MTS20 PNill4Z SPl SP4 SP6 spa sr') ST12 ST1S haS~5 H8SS~ .' . "",... Hughes UkJ1M12 UH)l(Yit2 UH40 UH4S Uli43 UH~ UH48 EHUH41~N [HUH41/) N EHUH 1 0- r. H'NlJlH;<6 ~(NlJH4xa HMJHe;(10 liNUHU12 HWlJHU 14 HMJHU15 H'Ir'lJH~X6 HWI..'l~xa H'MJI~X 1 0 H'MJHM12 IM1JH~X 14 HM.;I~X16 Hwtll~8 HWlJH8XS IfM.,lH8Xl0 Ifo'v"UHSXt2 HW1JH8X 14 HYr1...' ~X 16 RT8fW RTlOrw RT12fW R fle r.v RTl6rw Ar"rw Ar~rw ltl20 EUH268 El"..Va.1Q MS Hsr21 liS 137 liS HS HST60 ATlOl8 AT1218 ArtS18 ATlSla AT2'21 s Rfl6fW ATlaWi AT20fW KP AHD42 HC520 TP4X rp6X TPax HS9.AT10 HS12/AT'2 HSl8.RT1S Simpson STn SlJI\\.~ SUAA.210 I a'-'O r021 n~21 T HA2l] fWo218 rnA21H TlV21/12 rHA4 t3 TliA41 " THG2A THG3A fl-j(J4A TPA37 rPA39 r?35 T !>)') TP1" TNS IPH TP41 TP4" Tp" T59 T512 ",a TSL.2 " '. , Hughn hSnlHn IJlf2~ 1Jlf28lJA H..'O Je21 JHJolU JHAln ";~21S JHA2.2t3 Jl~2.218 .IliA41 J J.iA41 t fGHl TGB) TQi4 f ?)xl'Mi f P1X 'hi, f:' ff-))(SMi f ?)X1',\'H fPJ.( ItMi fP....5'Nlf fP04A.rMi FP4X9\'M fP4XIlMi fP5X1Nlf R'tIIJIW · RTurN ArtSrw AT22rw \)24 UH2e we UH2S \)210 UHZ3 \)21. UH21~12 IJ2"lN2&-1 1.M2.25 t';~2 UH2.;:a tJlI~2 UH2.21" . 1'34.'\).36 UH36 VJIO UH38 Vll0 UH31Ut1'2 U"''''lJ~ UH4IJ U4 TO t.'H4IJ N26 W2S .Y210. Wl12 W2U m18 WYJ W38 WJ10 M3106 \\'8126 WNP312 WNP314 WNP316 WNP26-2 WNP2IZ ....t.Pl' ~ '1 ....1'-4r>2'~1 Wl't~.::J""'~ ....~/P.lI6>-l U i AO'. . C NEW ) 1.1.. A029 AOIA :~~scrlptlon : AochOt downs 8" Anchor downs Anchor downs Bolt Schedule To To Stud Conere'te , (2}5IS.MB (1 )5/8" Aa . (2)3I4'MB 1(1)3I4"A~ (3)7/S"MB (1)1-1/a"",O Anc'hot Bolt Embedment (Inches) 9 11 19 H 9-318" 14-314" HIP & ,JACK HANGERS - The ri~t hip and jack hanger that works right or left hqnd Face Illounls 10 2X6 or 2X8 girder chord : - Easy flailing flanges avoid the plated areas. Impressions in seat td~1i9n with panel point for perfect location. or hanger can bo Inslalled after comer truss is set. . - Heavy 12 gauge galvan;led steel. 3-1/4" seat bearin'J~ - NER ~eportlN64 ' H' h'JH2X8 IfMJHlX8 ).NNH2X10 IfJ\IlJH2X12 1f~14 H'NIJl~lXI8 I i\'t'lJH')x6 HVr'UliJXS l1W'JH3X 1 0 we 1 0 \'.''.3 , 2 "",'v"UH) )1.11. H'M ~)( l~ w.'Jl~)$r6 W''''\JI'''' V.6 "I>',\Wl-J ." >(NI.J}U.-.'IX , 0 ~JH1,2Xt2 WI\JH22XlC kM;lq.2X16 ~ !ypical AD58 \ "'~laIla tion off Sh. plal' - provides ItIt ' $3ITle 1oa4 as ' ,~ 1tI. AD58 .... iI"I~lal1ed (j(\ tl':.p1alt, I I (,% \ . ~ I . . . =.,. - - ~.: ~ '.' . ~... . ~ . o..~ ~J .~.~};~ 2;0:.~~ .......59 T ypicallnslallali;)n ..~ \(l~tal ""a~ -1 ~ "" Typical Mulll- ~ Down Us.l9. . - ~ To ~ ~l\ IlJlload capao ._ to. staled ;, Itl' 'able. Sh. mil .-.- y mum bolt El()oj dislaoct klI at ~ do..,.s is 7 ~ _ ltIe sM oJiarr'~'eI, This ~ -1 di~laoc. is avlomaocally Joist I desio)'lo-J into at KeMP ar.dloI dvwns exci1A !he ......._ SIW A02. A05I1i:14AOI, The -,-- , ~ M<J dif~ may be ...__ lI"lC(easoo as (iocessafy _.. - ~ wi\ho::U ~oc~ th. load .-c,: ~ Iri~la' capacily \Xov;.j..-..j ltIallhe ~ Wash&fS ~ IlIA is ~ (]Vel. lOrqued I'ftlicll Could !oplit !he sw . ...... l1'w'eaoJed ROO ~ , - DesIgn loads (Ibs) . Stud ThIckness (Inchet) 2 2-112 3 3-112 2585 3035 3265 3300 3135 ;)850 4385 ~ ~10 6440 0050 ~ 1-112 1965 2365 323." 5-112 3315 4765 9555 P'll i r..? ' ~::M ~ ;~t> ~:=::::~~ . :-:-:. t Jl LEFT RIGHT ~ ~ ~~~f: -~ .-.--- ..-. J --- --- --.. .. ... ... .. .. .. --..- ..- --.- --------....,- , . Allowabfe Loads (Ibs) For SYP or DFU Product HIp Jack Fasteners . Code Normal 115% 1250/0 Uplift Normal 115% 125% Uplift Header. Hip Jack THoJ 26 1645 1890 18,('l 1010 500 575 575 ~'v 720 16-16<1 7-tOd S-1Od THJ 28 2010 2310 25CQ 1300 670 710 830 720 20-16<1 9-1Od S-lOd :~~eadSper mus-I b~ 2 p~ for require<J nail perlelration. Header naJ$ may be clirXhed on sj/)lJle ply to obtain allowable loads or f"UC\}. PIne. Fir reduce allowab!e Ioad.s by 20%. ' ~~~ L~ ~--~ " .~ ~-:i @: ~ 'tir----:: "-1,:, \ - ~~ F: HD2X Truss Hold lJown Strap 12711# Uplift --.~.:w"-:P'~- ~ "'l"V"lf..... Ll ^' AT 22JW I Rafter 'ne,r""";sted !..359il Up~i!~. _ TP4X I Top Plate Anchor 1800# Uplift ".... .............. ..:- . J.in i ~t19Q ___ J:I..... _ 1/M!!II#'~~"1:>1a1 III ............ If-.a~ ~"""I"'" .~.......~ ~ ......;... ..... .. ~ ( ( 1 . I . . I . ~.~ ~~ kl> 1 ..... I~. I -_._.. ,.' -.---. -, .-.~.--- 'r--~' ... 1 ~ 1 . . -", r~''\-v--'''''''- ---- ""_,'~'.~ , ,-," . ~. ;"'" -. ..,....;.'~ ~ "-.'. ~ -~'":~ ,',"'-- "'::.7' >'; -'-~:.--;'''':--~T. ; ~-~'~_'----;''",.?~;"".-j''7 .-:..-:.~. .~~~~.V '--.,~-:'\r~,~ -'~'7- .......~;o'"-- - ~._~ . - .. :.,.-'..- --r '-.' -' ~ ..- fL . '.bd, . ~l",~T If . ....'. f. f4'~U'" ~, ~ , ~~~.~~~ I " AN,CHOR DOWNS - UgNer anchor down device with greater load capaCity - No ~asher r~uired. utilizes load transrer plate ' - Anct.OfS vertif;al wood members to roundations to resist uplifts due tU overturning - An~s m~y be used to transfer tension loads bet\\een floors - Addl~al sIzes avaIlable by special order ,. I - Comphance Report pending. see page 3 /}{' r~ · ICBO Evaluation Report No. 2894 ".. ~,~ " '"' >-e ' f "~'J .'J "J~' r( >{ ~ '" ..~:;;. ~~ :,' r 'U ::,. I >>y rl ",. r ,I>~' ~ It I , I :~~r. >~,:r>~. :~:i,:r"Y ~:'" If '>~~;r~ Product Qt'tl Code JQist Silt BOll UB 2.4 2X4 tOO UIi Z~ 2X6 00 -~I-. UH a 2xa 59 "(;1f2f&2T2 2:< t Cw' 1 i - [5ir' Ulf 2.26 (2 ta)t<~ 'JJ UB .h~8 t2 Ea) 2xa ~ - IJH2.2tOt2Ea)2X10 51) UH j6 3M 51) UB ~ 3X" 50 rf o r---- . .. .. . . . .. . .. .. . .. . . . ..~~ . . . . .. . . .. . .. . . . . .. . .. . . .. . . . -_. , · .. .. .. ~"Iill3 .........+. ::::::::::: I ROOF " <::r .~ 'fl.... ....r __ L 1. r ~. J. r 'A 4. r -r::_ -:: ',-v-..- Qeslgn LC~S \Ibs) _, I WgV Oimtotk>os fastener. W'1~ N.il' W/2Od Nail. l ~( .A. f! _!!- W 'L,., Headtt ~ HOlln... Mu UPtllt ~m" ~u Upll8 H ' .3:) )" ,- ).1(.' '-Sia- J-:n- "'4"l 615 m .33Y '" 5,oTW S-~'a-'1:~'," -a-- 3 1~ 454 :: :.:: ~~H~~~~ :: ~.~;:~.~ ~ ~ r - .. "',.1;;' ,....--+e. ~.l ~-' t" "'n" jo1/&" 5-IW 3 j '080 1m m 1138 2111 924 ?'-y"--'" it ')F 1" 4-tl2- :)-';8" ~1:4' 12 4 1820 202' 118 200S ~ 124 K.'............ ~3 ~,. '" 8-1/2' 3-1!a" "3.14" 1~ 5 2100 2700. <><'><> -2700 ~'7-5 -'155 .8[. ~~ ""'''''' O~ V'O - UJ'~: ~"" n :)" ,~ 4-;).'." l-S'S" 4-3.'4" 8 3 1080 1m 539 1m 11)8 693 i:!. ) 28 3" 1" &-3fi" 2-~'a' 4-3.1.' 12 4 1620 C025 ItS '4' ;e rf roM '<OOf~r.. lit (: .. ~ JOIST HANGERS U - tYPE RIOGE LINE -'" ____.__________3_______ SU'AA OIAPHRAt-..1 6d COMMON NN\.,s <2. .).o.c... S.Ou~S 8d G0)..1MO"1 ""AlL!> @ (#.0.<:'. s:"IELD . . . . + --, . + "-... ~+ . . . . . . + . . . . . .. . . . + . . . . . / ~ .J.. ,y -\~ ~ ~ ~ Q . . I ... At....+.+...... .+.........+.... .................. ......+..++.+...... ..+.+.+......+..... . ........++..... ........++...... ..........+...+.. ...~...+.+...+.... ........+.......... . . . . . 8d COHMON NAILS " 8- O.C.---i- O.C. GABLE eND WALL OR GABLe TRUSS ] ad COMMON NAILS ., ,- C.C. EDGeS ad COMHON NAILS . 12- C.C. IN rERMeDIA TE NOTE: IJ SEE STRUCTURAL NOTES FOR ~HEA THING SPECIFICATIONS. 2'> END JOINTS OF THE ROOF SHeA THING SHALL BE , STAGGERED AND OCCUR OVE~ FRAMING MEMBER. DIAPHRAM NAILING SCH,-I' Omph ZONE S.XS8X"- CJ1.U. t=~ ! ~;r-- BRICK MOUl.D \\ -- lr OR. rRAt1E ,/~ ) 3/1,IX2-1/~: :.. ..'PCONS 7 \ FASTENER INT'.... aLK. ~ ., ,,- C.C. 3/-i- FURRING N,\/LED TO BLK. · ~ 0.<:.. 2- ReQIO EAr;u L1P1 ~ '- / S'XS-X"- CJ1.U. ) / V/~ ~V,~ ~ '7/'1. 311f.-XI-3/4- TAPCONS FASTENER INTO CONC. Bl.OCr< AOHESIVe SEALANT BOTH SURPACES PRIOR TO A TT ACHINCt BUCK TO CONC. aLK. I/~r O"YWALL I- P.T. r ../l S8XI8 ~";LF THREADING PHILLIPS FLAT HEAD CADMI"UH PLATE 5CREWS 2-i- O.C. MAX. WITHIN ..- OP CORNER ~rr M ~~~/ -~ 3/".XI-3/-i- TACONS FASTENERS INTO CONC. BLK. CAULKING MARaLE STOOL 1/2- O~YWALL ON IX3 P.T. PURRING ,,- 0.(... PRECAsr SIll_ --E-- a.xs-x:, - C.H.U. ~ ~ ~ I , , DOOR t WINDOW ATTACHMENT \f)ET AILS \ ~..- .' . '\(!'.'::, JjJ~;;. '-~".:.'.' ;,' -...t,. .... ',- " rHlS DRAWING IS THE SOLE PROPERlY OF KEN ZECHIEL, PA ANYONE USING rHIS DRAWING WITHOUT WRITTE~ PER"ISSION OF OWNER WI LL BE PROSECll TED_ " A058 Hold Downs ; 4385'" Uplift " .' ,t 'QETA I LS y\ ~\ l i \\ ' _ _ , ~ \ H STRUCTURAL ..-- '-.....I(~~~~- _____._ ~_ " . : f. ~_ ~&. Ar -... ... L .I ...Jfi....... 1<1. J. ..J'~ _ "J__"~ _l.l.,.....rt..~-Ak:...... .. I "~.4 r '.' .~ l. J __~ -:11.)..1 l.~( .-:------.~ ~:v;".- ---;- .. - .'".,-r- :---:" . -...---: -....--- '!":-:-;.,..--- -- ._~!, .'.~--'",:' ..~,...:--_.":"',...:...-!l!y. :z.:~,7---;'7" ...--c~ ..,.,.., '''-,,-~- _.~- '~,...~.. ~:--~---"-- ~_....~.... ...-....,."l...r-;;~~ ~------........ ;r;~-"<;r':"'".""- .~---..,....".. ~ .. 1 i7 'Ll~...~" I"~~A- , . ... ^ ,h. _ ~ A-....~. i"-.:. -.....4>-- ( , !M'JL .-... .--. -...~....~..--...4 ~t._ " 1 .' GENERAL. STRUCTURAL. NOTES: PLANS COMPLY t.lJ1TH SECTION "Ot. OF THE GUIU\Q.O' STANDARD BUILDING CODE AND ARE SIGNEO AND SEALED BY AN ARCHITeCT OR AN ENGINI!ER WHO IS LICENSEO IN THE STATE 01' PLORIOA. DESIGNS BASED ON THE sr ANDARO BUlLOINC, CODE OP THE I'\<H EDITION INCLUDINC, S'C.TICtoJ t60~. .. .' CONCRETE SHALL HAVE A HINH1UH COMPRESSIVE STRENC,TH O~OOO PSI" 28 DAYS ~v")L~$S NorED otHc.!2v.J\Sti..) . STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIeLD STREHC,TH OF -10.000 PSI IN ACCORDANCE WITH A5TH A-".5 CONCETE: HASONRY UNITS SHALL BE HOLLOW/LOAD IN ACCORDANCE TO ASTH C'lO OR Cf-15" 1'l00 PSI HINIHUI1. GROUT SHALL HAve 3/S- MAX. AGC,REGA TE a-lIl~ SLUMP :2000 Pol OR ASTM C41' HORT AR SHALL BE TYPE H OR S IN CONFORHACE A5TH C210 THE OUTER FOUNDA liON BARS SHALL. Bt: CONlINOOU$ AROUND CORNERS USING CORNER BARS OR BY aENOINc, THE BAR IN ACCORDANce WITH 202.3.'" OP THE 5STD 10-'t3 IN BOTH CASES THE MINIMUH BAR LAP $HALL OE 25-. LIKEWiSE THE aOHD BEAM REINF- o~ceMaNT SHALL Be CONTINUOUS AROUND ALL CORNERS. . .' A TT ACH PL. '(iUO(1.D 6HeA THING TO SUPPORTINe. TRUSoES OR OTHEr{ r: f<AMING WITH conNON 1. NAILS AS POllO'.\,l5'u~u:~s "-10T~O: AJ 1- O.C. ALONG ENDS OF PL '(WOOD PANeLS. a.> '8 - O.c. ALONC, INTeRMBOIATE! SUPPORTS OF PL'(\IJOOD PANELS. PROVloe :i- x i- CLEANOUT POR ALL CONCRETE! FILLED CELLS. ,-CAo;) ~ v.\...,J,.U:I ) ALLVeX1 ERIOR AND INTERIOR WALL'TO Be 12' SOUTHERN YELLOW PINE! . "- O.C. 01\ ~QL1A.L. (~b:l.tOOr ..~ .. ALL C,jROER& SHALL HAVE A 111NIHUH OF 3-2Xi- 5TUD5 PLACED DIRECTLY UNDER 'fHE GIRDe~ ..'NO DOUBLE PLA TE5. PRl!-MANUPACTURED ROOF TRUSSES TO BE 'oeSIGNeO IN ACCORDANCE 'Jjfn1 THE LA TEST TPI OESIGN REaUIREHENTS. THE! TRUSS MANUFACTURE!.R 15 RESPONSIBLe TO FURNISH ~~L ~~HifT~:uk~t~~J~t A9.'bAge'T~~~S5ta~~ri06'15 AA~PO~\~~ 'R~i?:fE~1rJfSe'N~T~~~~. GARAGe OOOR_ WlNOOWS AND OTHeR eXTERIOR OOORS SHALL WITHSTAND rHE SPEGtFIED WINO VeLOCITY. ,DOORS AND WINDOWS HANUPACTURERS SHALL 8UBMIT DATA SPECIFYINC, REaUIREO CAPACITIES. THEse I:!LEHENT~ SHALl. COMPL '( WITH sac WIND LOAD REalREMENTS. ALL eXTERIOR CONCRETe BLOCK WALLS ARe OESIGNED AS SHEARWALL5 OR SHEARWALL SEGHEN'(5 WITH OUR-A-WALL'REINPORceNBNTBVERY OTHER BLOCfc; AS PER THe ) ReaUIR"!MENTS OF THE NATIQNAL CONC~~Tg I1ASONRY INSTITUTE!. (ON '2 st.,R.'1,ot-1L'{ I t"~t S\Of<t1 ~Q.. FoP- p_'~^~-A~WALt. ALL OPENINGS GREATER THAN , peET TO HAve 1-15 BAR ON eACH Sloe OF OPENING AND FILLED lUlTH GROUT. OpeNINGS GREATER THAN 12 FEET TO HAVE 2-15; BARS ON EACH sloe 0fI OPENING. CONTR{\CTOR TO VERIPY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY CHANGeS TO SEALED DRAWINGS MUST BE APPRoveD BY T~e CONSUL TINC, ENGINEER OR ARCHITec.T. r,-rRUC,TURAl.. DE,0\GN CgrTER,\A; YE~ 5.e>C,t.L 0fGTlot{ I~ A. WINO LOADINf, c:. t 10 M.P.U. E'J. LIVE LDAD ING 6EO~ODM A~EA = '30 P'5,f", C. liVE LDAVIN& 01'~1e-l<. A1<EA<; = 40 PG.f. J/. UVt:. LOAC>ING ROOf: = _ 2D ~~.f=-. f. 2. 3. -i. 5. ,. 8. ct. 10. II. 12. 13. ,.... 15. ". 17. ~ . GLASS BLOCK INST ALLA TrON (IF REQIReD) f. COVER SILL AREA WITH A HEAVY COAT '0:1 ASPHALT EMULSION. ALLOW EMULSION 'ro DRY AT LEAST 2 HOUR5 BEFORE PLACING MORT AR:- . ADHERE eXPANSION STRIPS TO JAMBS A~D HEAD. MAKE CERTAIN EXPANSION STRIP eXTENDS TO SILL. SET LoweR COURSE OP eLOCK. HAINT AINA UNIPORM JOINT WIDTH OF J/4- PLUt; OR MINUS lIS- ALL MORTAR JOINT5 MU5T BE FULL AND NOT FURROWED. STEEL TOOLS HUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACe A RUBBER CRUTCH ON END OP l~O\l)EL TO TAP BLOCK INTO POSLTION.) DO NOT ReALIGN" TAP OR OTHERWISE Move BLOCK APTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NeCCES8ARY TO USE WeOGES IN THe MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROH aEINc, saUEEZED (.oUT. lriST ALl-: PANEL REINFORCING ON 2i INCH CENTERS HORIZONTALLY" INCH CENTERS FOR THIN LINE SERies, GLASS BLOCK AND SOLIO GLASa UNITS ANO IN JOINTS IMHeorATEL Y~ Aeove AND aELOW ALL ~:~~~fl~8'~~I~J;A,~Et~iuC~~E cSH'fNeN:r1,~N2Hi~~L~u~~~b~D~5 ~~~~1tlu~~~~g~~ ~~~TP:U~~S~~ FROH NO TO SND OF PANELS. LAP RElmsORCING NOT LES5 THAN , INCHi:~\ WHENEVER IT IS NEces ARY TO USE HORE THAN ONE LENGTH. 00 ~OT BRIDGE eXPAN5'O~ JOINTS wrTH REINFORCING. INSTALL REINFORClN(i AS FOLLOWS: t PLACE LOWER HALP OF HORT AR IN BeD JOINT.DO NOT FURROW. ~. PRess REINPORCING INTO PLACE" ~. COVER PANEL REINPORGtNC. WITH UPPER AHLP OF HORT AR BED AND TROWEL SMOOTH. DO NOT FURROW. PLACE fULL MORTAR BED POR JOINTS N~T REQUIRING PANEL REINFORCIN(~. 00 NOT FURROW. HAIN1' AiN UNIPORI1 JOINT WIDTH. ' SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAl1BS l1UST REMAIN FREE OP HORT AR. STRlJ(~ JOINTS SMOOTH WHILE MORTAR IS &TILL PL~.STIC AND aEPORE FINAL. SET. AT THIS TIME RAKe OU'T ALL SPACES Reauuu~ 5EALA~rr 'TO A DEPTH EaUAL TO THE WIDTH OP THE SPACES. REHOVE SURPLUS HO~T AR FROM FACES .op GLA6S BLOCKS AND WIPE DRY~'rOOL JOINT& SHOOTH AND CONCAVE BEPORe HORT AR T AKE5 FINA'- seT. (ReMOVE WEDC,ES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIOS WITH 110r-lT ARJ ' APTER 'FltiAL HORT AR SET {APPROX. 2i HOURS). INSTALL PACKINC, TIGHTLY BETWEE~C,LASS BkOCK PANeL AND JAMB AND HeAD CONSTURCTION. LEAVE SPACE POR SEALING. APPLY seALANT EVENLY TO THE FULL DEPTH OP RECESSES IN ACCOROANCE WITH THE MANFACTURe~s APPLICATION MANUAL ANO INSTRUCTIONS. A MAXIMUM FO '0 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY .oPENING FOR WINO SPEEO& UP TO at 0 MPH PER PITTSBURGH CORNING RECOHl1ENOATIONS FvR INST ALLA'T10N OF GLASS < BLOCK. . " :2. 3. 4. 5. ,. 1. S. ~. 10. \Vl'l.'~. .~ ~.~ rr -;,~,;~ 5 ...-1~' ~1 " ~~ ~~~..~.' I:Y; ~ <> Q... ><p --~l.~ ~~ ~L---~ (~..' .~. .:.'~) ",. '." CJ ":"';.' :.~. ,<... . HCLH/RH Hurricane Clip 520Jl Uplift 200# Parallel te Platu 155' Peroendicll'ar to Plate ----- ~-----.:.. MS Mud Sill Anchor 950# Up~~ft ~65# PMail€.1 to Plate 99011 Perpendicula~ to P!at!.. .- I TA24 Truss/Stud P.nchor 15851# Uplift KMPAHD lie i'nchor 2760# l!plift -0' :r-. ._~~..>. ! Revisions By - . -""'~, '\ ,. .. " -\ ---.... ~-~.- ! CI.l · .... Z u ~ ,Ji ~ ...., - ... .- -' .c, ~ w (,,' , ... _ L. (..l :I: ~ ,.. O . It. ~...' . W ~ ~ N (U 1'('; (I; C CO (J') l"O l() ~ . C". ('I (I) <0 (.0 .J l'. . U. ~8 3 ,..~ <U ~ · .... ~Y) .> -re )..(1) C1) :> z w .~ <0 ~ c <Q ~ "" .... W CO cc .,... ..... ,.,- .... . - .... ... .~ . . " If ~ ~ @ ~ ~ ~ ~ ~ ~ i?i ~ m ~ ~ 2 ~.~ j I ~ ~.~ ~ ~ I f~ ! ~ J f. li IlJ V) N ~. ;-~ ---...,.".."""'~~...........~.... cjtJ~ _J ~ UJ 'I. . _._~~~< Ora .'In fly .I ~..;g " ~~~~*~ C hoc k~"'~<;- ~~.k'~'a...~~~::",...,...~ Ld to :;1\\ /~5 ,.:lW;.................. ~~~........~c SC'lJo : }.jp'_ ~.-...........,......... .........~".~-J...#~~ J 0 I) t~ II nl bar --~~"'4_"""'.o:." 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I -tl 1 I ~I b ~ :~I 1l r. , I ----- --f ._u --- .---..--- -- .-_..- ------)l Qj1 ~ 2' _4' 1 F= 0 UNO A I r 0 N F=' 1- A N ~. &~'_. . ~--~~~---_.._--------~ n-E ~..liLCER ~1.-lAL.L veRiFY Ti-JAT T:-oE FO.JNDAT!ON eEARi~ oOiL ~~Ao A MINIi"lI.,Ji1 l.OAD CARRYi:-.t(s CAPAC'iY OF 2,:t~'"' ~OJl\iOo FE~ OOUAO;C:E FCOT, ,;: A LEoo aO!L eEARi"KJ CAPACITY Ex!eTo, CBr A!N TI-I: EI'.(sINEEf<o ~eeF=ONeE e,EFCRE PO...RIN(J l%O.JNDATIC1~ FooT,:-.t(;, Ae ~o\;:-'DATio.~ ~eVielo.-.;o 1.uILL BE REQUIRED, ;f.-t: BU!i.OiN(; CFFICIAL ~1AY DETERi1iNE ON iNePECTION THAT FOOiiNt:.l ExCAvATIONe ;::i.EvEAL &OUNO v;~N eO'L Ol.MABl.E FOR FO.Jl\iOATiON FOO"fi~e, Hie e:(sN-OF;= iN eUCH CAeeo \!.IILL. BE ACCEPT ~BL!:, ~... _.~...._.~..."_~..,.. :_'A..>......~_... _ ....-.~....cJ....~.... _'......-. ~.... 6....... 0............._...... "".~~..................-..._ _ _. .~-.......-..._-.,. ........ "..,..~_~~.........-'t.~.._ ~~....... " .\ "~ . ~ ;,' .., , :::.' . J ~'[.. ...... { '.' ,~ " ". .(. I, .3 ~ .- ~" !. .~ '~L.. '...-;: " ::.~: ;_$.~:,:n ..', ,,' 17" r".- v': ... ,.- ~ .........~ V' ~-v A" lI-"P'IIl "F' ~ ~~. 'q"''3' .",. "'r~ . ~ '",. l'W" "'IV IT' - .., ...--.. "f .. ....Illl-V Y y..w-"v -2;.: 4;..<~' CONTiNUO.JO LArE~6L e~CE -$ b'-0" OC TR1Jo~ OR CLu, JC!oT Tu.o TRUS~E6 ,J.)iTH 2",.( 4" (~.../ rA 18 f o"fR~\P E:ACH oTt."D) Sl 24" OC. DiViDER Fi'\j!~:-;=D WiOTH I~ ~ .1/2 (rYF~ICAU / / / G"rF='oUM !30ARD (NO FL.~R!NG) -_-.-/ / !;" COOLER NAILS' 1" 00.-/ 2';( 4 BLOCK NAILED TO EACH BRACE :;'/ (4) :~d NAILo -/ '--,(2) !0d NAL-O C,4C~., iRUSS -- END.LALi.. 0-1U S ~[Ij GAel..J; SNOUJA~1.. r=2Si A II.. / ~A i~-!-~G) 53 UJQQO I=~AM~ OV=~ CONC. 61..1<.. ,".~ '~" . ..., J V) Z o V) 5 ttJ cr.: ~ ~ " '- 00 ~ , "- f'" f'" ~ N -; ~ >- >- co (0 0 ~ W ~ <J <{ w er:= .I: 0 <J --~ ~ tj b ~ ~ ~ t:n .~ tA ~ ~ e... t: t:) ~ (fit t..... ~. ~ t.... b ~ ~() <:0 c., ~ c., l',. C... t-.. '" I ~(,O ~~ If) t-.. I I -,,~ ~~ <)<) (J) (J) '-..-\.....- ~ c,,) Vi I;: ~~ ~J :<:. t.~ ..... q r< r.~ c,,) S;, q~ '~~~!-: , .....~'... (.~. ~ V) ':'(. ~ zr~h ~ ~. .. t~ ~r~.. C'::l '.. ~~ ~ ~ c- ~:~,.> ~ ,... s.; "" ~.>~; ~ IJJ q r.~ :Q C;j 00 r->.1~Q~~ -::J ~ i;) f':: r~ o --.1:'~~~ 'r n:: ~ s: .--1"* 1% -I ~ --.1: CJ E-~ ~ :::> <) ~ Q >-... () C< ~< {,) V:l ~~ r~ ~ ~ f.... 0 n~ N N ~ C< ..c ~ n.. w ~ ~ ~oIIilIi~;"; ...- Z ef) <{ ~ _I u ft ef) UJ ~ () L -.J Q. () 0- ~. _J _J --. ill u. (l) 1- ef) <( B ....... r- l) ~t r- ~ Z >, J <{ Q ~ It PHOJECT NO. ~681 ~~~....~~~~~.-, ... KENNETj..~ c. leC~IEL, PE CON61..H.. TINu ENuINa~~ 81~~ 6AF(CIN CIRCLE: RIVERVIr:;W. FL. 335~~..4'~:;0 n~e$e C;R.:\l.uI~~ ME:eT T~a MiNli~ti1 rt-eQJI~::l"eNT6 or l~e 1~'~4 ~fANOAF<O eult.OI~ COO!! \Nt;l,.ljOil'v.. t;UAAf! r !!V!~!("N~ ~,. ~i!CfICN l.t:l~&, ~l]t~ - .... T .--" - . p.. - ~ . ~.. ......... . -"'"" ~~. ~~ . --, ~." _'?~''''''''''_'r_'''' - ...,~. ......~~ ....~~ -T'. _. '~ _.~. .~... 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CL~, ~" If) ~ ~ ...t > UJ ....J ill ill lU .1) '- - TOP Co..;RoE 8"X a" X'~" CONe. !l1J" BLOCK FIL.LEO I.UICOf',(C, ~'=. (1\<;::. 1JJ/1 "S ::<e:eAR CONr. t.~ . I I i I I j AT eAC~4 CC~"!iF< 4 . '$ a'.~" OC (MAx) Po..R . FIL.L 8LK. CEI...L. VE~T!CAL.L 'f' W/1 ~ ~eaAR CONT. 1'11:0 TO reF> COV~~E f<EeA~ . TO ~TEEL IN FrG, >- Ii .t > >- ~ I: (2) "S RE6AF< CONf.---._........ IJ,J/ "2 FNO. CI--l. ,l\iRo ----=-C. ----...:- ~ 4a" O,C. MAX. ~ -. '-,. (3" MlN, COvER) , ___ _i )t-~~---)f , /- OJ "=' RE6A~ CON.... / wI "3 FND C~4A!R5 / '5l 48" OC ~1Ax. (3" i1iN. COVEfR) (2) "S REBAR CONT. 'JJI "2 FND. C~A!RS i 43'1 OC i'-1AX, (3" MiN COVER) rEXT\..R!:O eTUCCO OVER cr,,'va ~ ~ '<:rJ - ...:. 0 " ..... f' f"., CR EXTERiCf< SiDiNGs OvER I X 2 p.r. Fl....~R.iN(; ti ~6" OC. r.:.~~86J1=L~~~ ~ - I' -[2. c~ A~ I, f=rG, (eTSMUJA1..1..) ~ 64 -- !/2" 6YPStl1 cRnu..iLL. OVE~ I X 2 PT FI...~RI~u ~ '~" OC. 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Mee~-1 F(EIN=C~C!Nu ~gQjI~eorHRCOOHO.HrJ..je COi'JC~c!Te el..t16 PLue n1e MeeH e~ALL ee OOJ6LeO A60Jt r~e e:NTI~e pe~iMeTa~ OF T~E ~LAe OYE~ "'" T~e J:OOTll'Q AT LeAer 3 FC!er LUloe - ~ i1l!... YAP. eAAAIBR -- "S ~EeAR vERT. ~E :!\.F. eEYONO s MAX. 3' .0" O.c, iN CONe, FIL.LE:D CEL~o ~- (~J'f> ~6AR ceNT. I I (3" MIN. COYeR) ;1-__1.1::.__11 .t: t:n .~ tJl ~ M ~ ~ V) ti) t.) r~~ < ~ 2< ~~ ~ ~~ ~~~t:: I "<tjrt.lr. Ul c.:>~r~~ 2~..., ~ ~~.: ~ ~..; --4 "< .~ . ~ ~ 1< -"" ~~ c.:> ~' ~ Vol .. - ~ :.~ ~ V) '. C.~~) t) ~ -: ~~~~ "< .~~ '" ~~ -r' r< '-~ "'. ~=- r< ~ ::.; I ~ "( <:; f-,; ~ ~ '=> ~ () ~ ,< t... t:; ~ '/1 ~ ~~ r~, '<t' ~ ~-c · --- ~CDP j.,l1...~R!C...\\iE cup +--- TP4X TCP PLATE ANO~CR -s E~\C~ 5Ti.;D AU. PUHE A'iChCR 5:i"'":FoON ,?p2 OR e,P4 --~----,,>~, I ~-t;~} O~OF'F='5;D cl..A6 ~~T""'PICA~ UJ~l..l..~ECTION I ~~1I I ,_____&XL.____;I . -- 2)(4" OTI.;05 !f) l~" o.C. 1..0AO eEA~ING ~e (F=1-0ATING O~OF= eJ...Ae 64 . .. -.- . ~ - - I' SEE El-E'I'ATIONS -~ "ce< e<OOF 5LC"e \ ~ \-~ -.............. <?) ~ ~ Q ~...... (fM At.. T. PLATE A~C}-lCR S,i..,PWN oPI TP4X TOP PLArE ANC"":Ci-< S EACl--l e.iuD 2')(4" P.T. /': 111"7".:;" ANCHCR BOL TS u.l/) D14. U,!ASf-<E~ CR 1/2" ,(~" oELF DR!LL-:~~ BOt. T . 4'.~" OC - AL r. PLATe Ar-;04CR aIMr:aON e,Pl TP4X reF PLATE ANC~CR 1i t:AC~ e.TI,;D r- 2"x4" P.T. \\) / - 'fi" xa" ANC.~C~ eoL. re o I CR In X~1i e,e!..F CRiLLIr-;~ ... ' . 801 r ~ ~" 0 (': EJ~ ~p '~ · A~_Cl (2}'?' ~OD CONf,- I[ I (3" MIN. COVE:::<) i }A~-'II---~~/_~/ ~H N6LES fZ'E~ SPEC;=CA 1"'01'015 OvE<:< ---------" , .::; ROCr=.r\6 FEL. T 0' 1/2' CDX P:" YJ.iOOD', ~r-<EAr"";!'G IjJ/ri-C_'FS (NAil-ED Pc~ T AS,_E .) "" ON F~E .cNG:~E=REDJJOOD iRU5S2o .1i) t4'OC. " TCP COuR~E 8"X3"X:~ 11 CONC, i<..O. 6!-OCK ll)/ r-Ol...RED CONC. . 1-"3 f<E6AR CON~. ~ ~ ~ , . ~ t) ~ & )~jf PREc.C\ar CO'-lC. LINTEL IjJl Re.iNFCRCIN6 n,; ~ ('< ~ ~ ~ f,q o N (\l 0).-:' ~,=eAR ALl"Ji1. CR'P EDGE ---~", ~~A 1-0AO e~G! INi', F'Ar:<rITfON l' ~ 2X0 ?vB f=ASC:,L~ .-.-,--/ " ''--- "-- (2) 2, 8 &4 ~~. // FC 4/40 (F 4..(4) _/ PC 4" 0 0 ( ;:: 0/0 . 1..0AO e=A~ING ~5ft-O~O~ el..Ae ALI.;i'1. iJ.)INDOlU MAR'8L.E SiLL.. FRECAoT CO,,",C SILl- ....= (j) ~ U UJ & _J _J 0) p=,\ 0 P"'---'" -',," 1 r"=---' ~~ C i~=~ : ,- 1',/ , 1-----/ 1r-- 5.-'''50N 5fOl-~l:- i '~--r-----~ ---~Hf8f............-- I _m~t --4: I - ~_. - -~~~ = = 11/~" CoB (T'\"r-) I I I ClAL v. FLAe~HK:s ~ ~------'-----------'- I CHIMNEY CAP ............. ~ {( '~I.- W- (0 ~ :, d) --1 <I I-- HI t) ~--~ (I), _ II _ ~ f-10~, eECrlON ~- ~L----- ---~ ".' --- ---------2x Pf 6"1'M 'OLATE I.JJ/ 112" 46 ~ 32" O.G. -------- ----5ii""PSON ~3 iJJI eo . eo NAILS ~A;TEN TO "':CRllo~rAl. 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('j~81 ~_g;} CI-IIMNE'rc~~AMIN~O=:tAI L '~~~~--+-<~...~._~~ KENNE n-i C. .ZEC~~It::L.J ~e CON~UL'rlNG t::NG'fNE:ER a.l~~ 6ARClN CIRCLE' F<IVe~VIE:W, FL. ~3:,~~-4~S~ ""'q' ~""'~"~~_~'-""":~....~;:&ol,......iIo,.IW....n..I';""""~"",,~~~,,,~"""i ...,...............,. ~...__._. ....:_~~~~..~ " ~.ra'~"WiV~r "'~~"J,~...._tf1:'n~l fl-ll!et: CRJ\'.uIN(j~ Meer 1'l-li:1 r1iNii'11..1i1 itO.!!Q..I;::<!H~!!Nr~ CP T~t! 1~~,1 ~TANO.-\,O f}I.JILOtl'-!CJ COOg INCL.lj01Nt:1 O..l~aNTe' I~I(')N~ ,:;\NO e.? t!o."'l :6't'~. , '- '., _:&L7~% ka~ n~ c, J. r'. ~!i!L, P:::!!~~~~:H . ~.'.~'''' ".~'k'_"."'~~,~~~-"",;,' "'~"W'r ~~ !;" D\VG 'NO. e ~4 _~~~....-.... ~""_'.,...'~ ~..,._ ~_a' ~-. ..~.~'~ .."--,A;~'-'.'="",~~~,,_,,.,,~ '"'-~"4""-"'C~""<."''''' _....~.~.....""'....~~~...... ..,. ._. ~....._... ..... ,~~ ~~ ~~ '.' ._. ~-"""__"."L - _.' '-"-. r---' .~_... ~ 't~ .. -.........~ "W ~......- ~".'1' -'"-~' .........,.--r- - ,- .,.~-~ -~ 17' i.._ -W-' J '~(~"'lW-'--'--~",,'..-.-'" .......~_"_J. '~.. 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