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BIN A-3 PERMIT 5440
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U;-l\(DOJ..e 0)------ · -ALL MANLiF. VARy~-iEE-- II L__________ ~iNDOW CI-JART~'=ROVIDEJ2J ~___ __-.-J --------- -- -1----_._- _J ~ :J ill ~ r ~I .- I M~ etsr 6s I~' -";( '2'0" - ~ @ I --- ",/,""J\, t\~ ~ -! U ~_: -; y ~ [ ~'--I. Ti Gl~ · I@) II ~ j-----,"f /--l_lJ I ~i\ -- ~l" _ __ ~.:8"___u__~ ~ c.; --- '" () ..1_. ___c________.____ _ ________ I..., ,- '1 - r;] ) ~ L i~ \ I / ' G-~ \ / ---1 ----.----~ ~ .-----------0. -/./\st;- ", Lfi1 '" I \ / \ / \ I \ @ I '" / \ 2: ,- Vr\- 1I~ I~ i vjf1~ FCo6?m f:~ I.no I \y I :;;J __ ~ ~ '" I I I 1!;-4"x 11'-8" "\ , N : ~ I LCAn.ED~L I CATHEDRAL~1 = I / CArH CL6. \\ - ----- 2 ,~~ '\ e\9f~';:om 113 ~ :r-/~/-/-\'\---:-v~1 \~1. '6',~r - - -- y} - --'~ ~\ ,- ----~- ~ ~2~8" - - - ---- ~ I'.o"x '12:)'-0" ~ 1 ~ ,r vi. I I C Tl-EORAL CL6. I \ t3~ I U): ~ I 1~~)CJ:[~C) "f '<!::Y I I @. (a I N '\:, : ~ ~. T CH6D : ~ ~ n~ 8q )0 8H ~ -~ }-- . - - . . l '8" r- o--co.'iC' e LNiEL r - ---' _u jL--- ------ A'- - -- - --- r - ---- - - ------jL---- -- --- -- ~ u -- , - -- - - -~~ - - ;'--- ---- -- - -- -- --,- -- _. 0" '4 ".. t-- _______'0'-~" -- ___.__.AL_____________,-:5'.:.i"__.____ ---------.l---=:_-,,---~--~'-- -)1-- -- _'.:J-_____)l--___ u -------- ,- -- - -- ------f )1-.___._________.__________________________________.____- ------------- --. -~ -y- - --- - - -- -- ---... .----- ----- .-- - --- -- -.- '.. -.,- -- - -.. - ---)I- --~~ ~ I 01 N ~ I , -l2:)t .(---- ~ :\'\ " . ~-~,~~~ 8'.4" CLaj. · 6sdroom -,t-- 01 -1 ~'-8";( :1'-8" 6'-~" CL6. :12:)'.12:)" ~ I j . 1t I l I -J-~ ~ 5 6H ~rn!=~oo~ F'l..AN LEGEND ~~~"'--'3 :: St-4EARWALL (SEGMENTS) (SEE PLAN FOR LENGTHS) 14~2 SF I __ ---.J [ = ~~A!:1INC; NOr5e;:~~---=-~=]j ALL i:'\iERIOR DIME1\5ION~ ARE GIveN TO Tj...E il\(DICATED CENTER OF T~E 5TuD ~'JLE55 NOTED on..ERWleE. 5/~' I", Jl1-vh. t (l1&4S h-I":-J:>'vf L___ l..Ea,eNO _~ ALL EXTERICR DIMENe'0l'-.5 ARE GIVEN TO THE FACE OF TI-E eTuD OR FACE OF BLOCK (Ae APPROPRIATE) UJ+...jICH LINEa WITl-i T~E FO..NDAT:ON BELOW. -DoeR 81lE FEET ~DeeR 81lE iNCHE5 ~PRE-HU.'-<C:s (P\-V or \.l..RAP (\.U) or FOCKET (PKT) 12-]0 &;/v"'rJ SJV k /-ff~ il jJ/::>vk (ct<J}..; SDvK ;Z~. I I ALL WOOD iN CONTACT WITH CONCRETE OR i MA&O/'..RY 5l-iALL BE PRE5eL.RE TREATED CR i APPROVED CEDAR, OR HAVE ::; LB. FEL T I' 8ARRER _===___ __==- __..=----== .-J) ~LUiNDO\.LI 811E (34~) ---=--====----l GSNS~AL. NOTSe 4 cF'EC/f=/CAT/ONe I. BUiLDiNG CONTRACTOR' ALL e.t..B-CONTRACTOR5 5HALL C4ECK AND VERiF'( ALL OIMENT!0i'i5 AND CONDITiONe 0,'1 TI-tE "':OB 81TE FROM THE DRAWiNG5. DIMEN5!ON~ ON TI-tE ORAUJi~ 5I-JALL ALWAY5 f-lAvE P~FERENCE OvER TI-tE OCALED DRAWiNG. "':00 &PEC:F;CAT!0i'i5 . CONTRACTUAL REQ\.;iREl'-"ENT5 HAvE PREFEREl\iCE OVER DRAWiNG REQU:REMENT5 . i:-..FC~AT!ON. LOCAL COOE REQUiRE1""'ENTe . (,F APPLiCABLE) FHA REQUIRE1""'ENT5 5HALL HAVE PREFERENCE OVER CRAWING . 8PEC:FICAT0i'i5. 50IL BENEATH FOOTi1\i6 . CONC. &LAB8 o,'J GRADE eHALL BE WELL COMPACTED CLEAN FILL OF eLFFICiENT DE:-';5ITY TO el.FPORT BEARiN6 LOAD5 . TREATED MAiN8T TE~ITEe w/APPROVED METHOD5 AND CHEMiCAL5. CONCRETE 8HALL BE OF APPROVED PLANT MATERIAL5 . AGGREC:zATE5, TRAI'tSPORiED UelNG APPROVED t""ET~ODe . Cl-iEM:CAL5. ALL REiNFORCING ~nEEL 6HALL CONFO~ TO LOCAL BUiLDING CODE5 l A5.TM. 5TA:-'DA~8. tlJI-oERE 5PL:CED, IT SHALL LAP 4e> BAR DIA w/A MIN. a= 2'-e>". ALL REiNl=ORCiNG etEEL iN FOOTING eHALL BE CovERED WITH A MiNIMuM Ql= 3" CONCRETE. ALL LuMBER iN CONTACT wli""ASOl\RY OR Cor-.tCRETE &I-J.ALL BE PREe5uRE TREATED. IN8T ALL TEFiMiTE S~~~ELD WHERE l'.ECEMARY. PROViDE INecCT . RODENT 8~,ELDe 'wERE ALL PL~BiNG . W:Ri1'O . vENT5 PA5e ThRU 5LAB. EXTERIOR WOOD FRAt""E WALLe &HALL BE ANCHORED TO 5LAB w/1/21'X8" LOl'6 "or TYPE BOL T8 ThRU CENTER OF PLATE AT 4'-e>" e>.C. 5T ARTil'.C, 8" FROM COR\ER5 \.IJ/ONE BOLTON EACH elDE OF ALL DOOR OPENiNGe. ALL LOAD BEARiNG WOOD FRA;-':E t""EMBERe 5UCH AS P08TS , JOl5i5, BEAM5, RAFTER8, hEADER8, ETC. 5i-JALL BE N02 KD. 80UTHERN (YEL-LOWRiNE (MiN) OR ITe EQUIVALENT. ALL CONe eLK CON5TRLlCTION 5HALL BE OF UOOD QUALITY AND CO:-..FO~ TO LOCAL BUILDiNG CODE5 ~ ACCEPTED TRADE PRACTICE5. PRE-ENGINEE~D TRL/5eE8 8HALL BE CONeTRUCTED OF APPROVED METHODe l MATER/ALe ACCORDiN6 TO AN EeTABLleHED !lOOD TRl.iS5 ENUINEERiN6 PROGRAM CERTIFED BY THE eT ATE a= FLORiDA REGleTERED EN6iNEER. ALL !lOOD TRU5eE8, RAFTERe, JO!5Te, BEAM8, P08Te ETC. Si-JALL BE SECuRED TO THEIR &L.PPORTil'U i"'iEMBERe wlTl-iE APPROPRIATE CLiPe, 5TRAP8 OR ANCHOR8. WOOD TRU58Ee &HALL BE ERECTED . iN5T ALLED BY METI-!OD5 APF'ROVED B'( HoOE TRUeD PLATE N8TlTUTE. TRUe5Ee SHALL BE TIED T06ETl-iER wl2"x4" e.cAB8 CONT. ALo.\(G RU."l AND TRl.i5$E5. 2"X 4" BLOCKiNG 8HALL BE i!'-t8TALLED MiD-HEIGHT OF ALL EXTERIOR LlJOOD F~E WALL81FI-!A REQUIREl"'ENT-RECOMT'1ENDED FOR APPLICAT'ON OF WiRE LATH) EXTERIOR WOOD eiDiNc, OR Ll.iOOD COMPo BOARD eHALL I-JAVE A MiN. CLEARAI\CE I=ROM G~Dt:. FLOOR FLArE:8 OF No,"l-BEARiN6 OR NON-Sl-iEAR INTER:OR PARTITIONe MA'( BE ATTACHED TO Tl-iE 8LAa UJ/RAMSET Pil'i8 No. 332e> OR No. 3348 AT 3'-12:)'1 e.C. CI-JARGE TO BE ueED WILL BE DETEFiMi1\ED BY Tl-iE DEN51TY OF THE 5LAB. DRYWALL MATERIAL . il'i~TALLATION SHALL C~~ TO LOCAL CODEr AND iF l'.ECEeeARY, F~A) REQUIREMENT5. PRovIDE AN APPROVED FLA5HiNU FOR ALL EXTERiOR OPENiNG8, VALl-Eye AND OTHER AREAe 5PECiFiED ON PLANe. iN8TALL A&P\-JAL T BAeED WATERPROOFiN6 Ai ALL JOleT8 wI A POTENTIAL FOR LeAK8. 5HOWER DooR5 . BATl-4 ENC.Loe.t..~e 8HALL NOT BE LE55 THAN 3l6" TEMPERE::J GLAee OR 114" LAMiNATED c,LAe8 OR APPROVED PLA8Trc. iN8TALL 3l6" TEMPERED OR 114" LAMiNATED c,LAee iN ALL 5LIDiN6 c,LAeo DOOR5, ANY WiNDOW WITl-4iN 18" FROM THE FLOCR A~D ANY WINDOJJ WITHiN 24" (HORIZ) FROM A DOOR. PRE-FAa FI~PLACt:e el--lALt. BE IN5TALLED ACCCRDil'-lC, TO i"':fUR ePECiF'CATIOl'.e . LOCAL 6UILDiN6 CODE8. ALL C~IMl\E.,..e eHALL PROJECT A MiN. a= 2'-e>" ABOVE A'-iY PEAK WIT~iN 10'-12:)" OF THE CHI1""il'.EY. A 3e>" MiNiMUM HEADROOM Ie REQUIRED ABOVE ANY ATT:C ACCE&e. iNeTALL 3112" R-Il f:tIBER6LA&e BATT iNeuLATION iN EXTERIOR FRAME WALL8 A\i.D N A,<Y COMMCN WALL BETLL.eEN A'I ATTACI-tED C:zARAGE A\i.D A Dl1ELLINC1. PL~BiNU, EL.ECTRfCAI.. AND HVAC 8yeTE.M5 el-JALL CO.~Cf'OM TO CODE. WiNDOu.;e AND DOOF<f) &HALL BE DE5~6.'ED IN ACCORDA\(CE TO &EC, 12~:; OF T~E 5.B.G. CR ASCE. eTA~DARD 1, FOR UJINDLOAD REQUiRE.l"'ENTe. 5EAL WILL BE PLACED 0,'1 W;NDOJJ. OR BE PROTECTED PRIOR TO FiNAL il\i&PECT!ON. 6ARA6E ooo~ UJILL 61:: BE MRUCTL.RAL DE5i6.\ED iN REFEREI\iCE TO 5.6C. 12~:; CR Ae.CE. FeR WiNDLOAD. . ~l.. CR ALUMNll1 aiDiNG OR ~1I &HALL COMPL'( TO 5B.G. OR A.5.C.E, 8T ANDARD 1, FOR WiNDLOAD REQU,REMENT8. ROQF;~ ~ATER!AL eHALL BE :N8TALLED PER MANLiFACTL.RER5 5PECIF'CATIO/'.ce FOR H;G~ WiND AF?EA el-JALL BE iNeTALLED iN ACCORDANCE WITH A5.TM.C. <j26. MiNtM.JM &n.tCCO 2~~ THla<.\,Ee8 112" _ON MAOONARY WALL A"D 1/8" OVERALL METAL PLA8TER BASE, WITH OR WIT~OUT 50LiD BACKiNG. _C~TITro..;e FNI5l-i fe CON5~5TLiC...cQ 2. 3. 4. :;. o. 1. 8. ~. 1e>. 11 '2. 13. 14. ,5. '0. 11. :8. i~. 212:). 21. 22. 23. 24. 2:;. 20. 21. 28. 2a MJ. .)1. )2. I I ---____ _~ __._. ...J rr-=-==----=--=--- ----~-== ~-===--~~=~-=--====---=--=---=----=-==:...ll II =~_~_~INOO~FCO~Q.H OF'~NINc:;:, Cfjt\FCT====~=.il BLOCK CON5TRLlCTION u..:OOD FRAME CON5TRLlCTION jl WINDOW I -~--- ~------------------- CODE WIDTH HE iGHT WIDTH HE IGHT t~~~ 5~-= \~ 1/8" -- )( - u:>-;;---- i~ 1/4-;;---=--;--==_26 1/4"-- I~ 8H )( 38 3/8" )( 38 5/8" ---- -.- -~-_.~---~ 14 e~ )( 512:) :;/8" ;(:;12:) 1/8" --- -- ~--~--- --~---_._~----_.- ::; 8~ )( 63" )( 03 '/4" -------.-- --------_._._-----~ '0 e~ )(:4 !/4" ;( -14 1/2" H}281-4 211/4" )( 26" -2bS/~;------_;_--_u;~---l: ----- -- ---.------------.-----j :- ~~;;:~- =_: ..._ ::~~'.. -- ~_ -__=;~_-~~:: ~~:,__~ 1 ~:~: 31 3/~- : --=-- ;;.::14" 311/0" ~=:-==~;; :~:~~:-=j 8 )( 38 ~/8" ---------38:; 8" ----, :~ e~ ---)( _ ~12:) 5/8" _ _-==--==-==_~===~0 ;8" -l 24~ 8~~ )( ~6" )( So l/4" ~i -~ --- - ________._________ I 25 81-1 x 03" ;( o~ 1/4" I -- --'- -------------- ----- I 20 8H )( -;4 1/4" ;( 14 In" I --- -- ------ ------,--,-----~------ I ~~ :~ - ;'-1I-'~_: ~:.3/0" -,~V4:___ _ -;--____~: ~~.. ___j 34 8H --- --;-~i :;/8" ------~---- SI2:) 1/8" --: I :;58~H - ---:.=-- :~::-=--= -===-=~~-=-=--:: ;~;:: =~~11 ;;; 8H - ---.-;--- :4 -1/4"-----n~-u--14 !n"----ll -----~---===-===--------:----====---__ --.==---=.===---=====-----===-===--=-d OYn~ Ij~J 4, 1/ '1\ w f- G:: 0 (f) Z 0 (f) > w n::: LJ) if) ()) t.J'l "- "- 0 0 "- .- "- 0 0 .- .- --- -- ~ ~ 0.. -) W .. .. >- >- m m 0 ~ W ~ U < w cr: :.r 0 0 -~ CD co c...,<o 0. c...,~ c...,~ ::: I I cc<o ~ CO~ I.() ~ ~ j I ~""\ ~ ~ ~~ CO ~~ ,-,- t: < ~ CI) tp C;). t.i ~ ~ ~ ~ . ..... I ~ ~~ t<l (J) <<~~ '<( , . ~ Z ~ ~~ k. <t: ~ CI) ~ '<( F;rt ~ ~~~~ CL k. ~ "< -ld ~~I~ L.:' t-:: -'~< ~ e.. (J) CI) ..~ _ ~~<CI) t: -~ ~~~~ o ......~h~ I '<(~~~ Q ~ t-... I ~ ~t "'-Ft E-~ ~ tfM :::::J () ~ () S< o ~ t..) ~ ~ ~ ~ ~ ~ t:: ~ ~ a C\J 0 N ~ ~ S ..c ~ 0- ~ ~ - ~ . 0 Z - . f-- Z 0 0 111 2 0 U) (l <I Z -1 -I ~ It __1 ~ -1 IL - 111 m ~ U) "- 0 =.J 0 <t 0 ~( (l -1 (l IL iLl 0 111 (11 ~ (t) -1 111 PROJECT NO. ~50~ DWG NO. A 2 c .'\ ~ ~- \\..- < :.' ~',~ - <> ~j~::" ~ ~.~. c ~ .' .. '.~;" f. ~ (' ' ",,; ; " ';:t - . ...~., ,. ~ , . ..~ . . < " :'- " F<:wE vENr -7 -~- _ , / -r___ =z::- /' ~---- _/r-~ D'f"'E:-.i5:0NAL e"'I~t..Eo " _----'---_;-_----L.__ r--~--r- 7--L.- ~-L--T- - r--- T . - _ --z:=-- _ -r==_=--:z:=_--=- --- --/ ~ _L --T-----L --. -- _. -------- .-.- I'.e .~ . EFB WTI ;/ i-<l' ,.j D 6C~EEN PCRC~ -- '- '0 ? 4~ erl ar,.JCCC 'c" ~'>iEE.l.:Al.L' , f2) " I 41 ~ 15 A ~ AI 15J...15YArrON 4' / ,,<IDGE VENr " . I ,'.0" /--- @j. @j ~ ;q .~l:J [Jj ~j . .. ',an..cco I ,. H . 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LTO TRUSSES iJ.J/ RT '8 ~__ ________~I --- _. ____._~____.________J I'.~" -/--1 I ' I ~ '---- : ; ~, ..~ , ~-- I I i I 1 I i iu.;O r~I"l~~Eo IJJI:rl 2")( 4'('.;J1 ~CCf'L --t- -::!...,pa 2AC~ ~TI.)O) s ,4 O.C. oiVIce~. =....is.....EO 1..i.Jlon~ 10 c, 'n' (r'(PCAU , -0-:r::..?-~-='/~-- ---- . -y---{ ~1~}JJ~i ~,o 15 E1..15'1A,.rON I'.e - )L=- ......., y~ ~ , ' , ' " . 2' 6JLi - ~~ o EHJ EHJ " .'.. , , " 5fuCCO , . ? ;~ e~ ? 2S e~ ; ... ~l,l ~~ONI I I 151..15vA,.'ON ,. . r~~~ ~~~~ ~--~ L--] r -~ ',' IF . - -~ 11--. =n L L iJ , . "-'-J! '\r- -r :c:==: - :.>l '---- ii I. :c 't I Jl ... .,~..\.. IT TRue;- MANUFACTURER To--l " FROV'DE SIGNED AND SEALED TRUSS DRAwiNGS (INCLUDlNG BRAC:~G I DET AILS) _---.J --~ Ij\jDICATES ROOF DIAPHRAGM, NAIL. 1/2 I CDX PL YUJOOD 3' O,C. EDGES, Oil ON FIELD SUPPORT ALL EDGES IN SHADED AREA WITI-~ A MINIMli1 OF 2 IX 4' 0{( iIMiS ILl' Fti.LJ} l\lL.-cTH/iJL I\"-~} 54'.::,?)' -rr 8' .::,?)' OiAP.....~MM nf-, ,. " II o'l/"" ,... 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E.E.W. = EMERGENCY EGRESS wiNDOW SEE SHEET 61 FOR ADDITIONAL STRUCTURAL DE: A:LS ALL WOOD HEADERS ARE (2) 2i1x ~!I SF : ;f IJ j:: (l ~ 'I _~ I :- - =1- -----:--" lREcE~e AT e<::~ I C4L~ ~I.ze -I" e~" I I CALL etZl: .1" ; ~_ I · 4L.t.. MANU;:. VAr:<Y. ~eE ' I I.l)I~COJJ,C~ARfe F~OVICEC2l. I CALL elze ,2/1 81" co...eLE CALL :, elze '2", CALL elze .4" 82" C F=~A!1IN~ ~Oi5e: II 4LL iNT~RfCR OiMaN~lo,\le ARE C,IVE~ TO il TI-E iNDiCATED CENTef.< CF ThE 51"1)0 \..iNLEe5 I NOTED OTl-ERIJ..ilee, ~COCf.< elZE FEET DOCFC alze I:-.cChEa 3!fJ , -------FRE.~~ <p...) or J.,1'<AIO ((W or F=OCr< e 1" (F=r< T ) 8)' l..E~ENO CALL elze .1.114" et.!/2" 4LL E!XTERiCf.< DIi"'ENeION5 ARE C,I'.IEN 1"0 !I-e FACe OF ThE eT\..JD CR FACE OF aLOCK (Ae AFFRCFRIATe) u.;HIO-l L;NE~ LUITH The FOl.ll'lDATro.\l eELOUJ. CALL elZE e~" I ALL u.;oOO IN CONf ACT LU'r~ CONCRETE OR LMAeo:-., RY e~ALL BE PREeet...RE TREATED OR AFFRO'.leD ceDAR, CR HAvE ;~ L6. FEL T I 6AFC.R:ER I , d _~'..UINDOJ., ollE 11048>4) - .. \. . 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T O~ ;:ACI--l aloe C~ ALl.: CCCR OPE:N:NGe. i ALL LOAD aeARINc, \1000 ;:RA!'-':E MEMeeRe euCH A~ FoeTe , JOleTe, BEA~e. RAFTeRe. hEAOERe. Erc. e~ALL BE 1'\0,1 K,D. eOUTHeR:-.l (YELL.OUJ.-Pi:\E (MI~) CR ITe EQ.JI'I'ALENT. ALL CONC BLK. co."eT~CTlo.\l eHAl.L ee OP 6000 QUAL:TY A,"'D CONFCt;;(M TO ,-OCAl.. auILDINC, COCEe c ACCEPTED TRAOE FRACrrCrIe, FRE.E:-.;uI:\EERED TFaleeEe eHALL BE CONeTF<l..:CTeO OF AFFRoVeD i'-':E1'f.-tOOe . MATER/AL.e ACCCRDI:-.;u TO AN EeT A6LI~Heo WOOD TRUee e:V:SI:-.&Er:F<'NU FR,C<:;RA"1 CERTiF,eD ey The eTATe OF FLCRiOA REc,16rEREO E:-..csiNEER. ALL u.:oOO T~eei!6. RAFTERe. JOi6Te, aEAMe. FoeTe aTC. ~;..jALl. ee eEC\..~ED TO ThEiR et..FFCRTiNC;, ME1"'6ERe wiThE AFFRCFRIATE CLiF6, eTRAFe CR ANCHOR5. u;ooO TF<l..ieoE5 e~ALL. aE! e~ECTe:D . INeT ALLEO 6Y i"'Efj..:ooe AFFROvEO 6Y TI-E T~ee PLATe NeTITuTE. TRl.leeee aHALL ae TleD TOOETl-ERJJ/2"x4" e.cABe CONT, ALC.~ Ru.\l AN? TR\..eeEo. 2"X 4" aLOCKING e~ALL aE ,NeTALl.EO MIO-l--eiCsHf OF ALL. ExTER:OR I.l.iCOD !:f.<A.....E IJJAL.Le,(F~A FCEQJ;REMENT.Recoi"1~ENOED FC1=< AFPL:CAT:ON Cf=..i.JIRI! LAn-U ExTER:CR 1J.iC00 elDi~ OR U;OOO COt-"':~, 6OARO eHALL HAVE A MiN, CLEARANCE FROM Cs~De. FLOCR Fl.ATE~ OF NC.'-'-BEAF<I~ OR NO:-.l.e:..oEAf.< INTER:CR PARTITION~ MAY aE ATTACHED TO TI-E ~LA6 wiRAt~eET PINe No. 33U'> CR No. 3;48 AT 3'.;Z)" O.C. Cf.JARGE TO 8e \.!oEO UJILL. ee O!TEF<l'1i1\EO BY THe DE:-.;eITY CF ThE eLA6, CRYI.l)Al.L MATERIAL. C \M~TALLAT!ON eHALI.. Co.'\FCR;'1 :TO L.OCAL. CODEr A~D .F MiCeeeARY. F~A) R!!O..L~e1"'ENTe. FROVloe A.... AFFROveO FLAe~INCs FOR AL.L exrER:CR CFENiN(,o, ',tAl.LEye AND OT~e~ AFCf:!Ae eFECiFleo 0."1 PLANe, IN5TALL AeF~AL T BAeeD WATERFF<OCFI~ A'" AL.L JOl6Te wI A POTENTIAL. FCR l.EAK~. el--iou..E!R OOCRe f 6ATH ENCL.C~REe eHALL. 'lOT BE LEoe T~AN )/'b" TEMPERED 6LAee CR !/4" LAMiNATED Gl.Aee OR AFFROVEO pL.AeTIC. INarAI.L )/'b" TEMFERED CR 114'1 LAMiNATED uLAe~ iN ALL eL'OI~u C1!..Aee DCO~& A~Y WiNCOW IJ./ITl--liN I~" FRo."1 ThE FLCCIQ ANO A~Y WINCOJJ UJtfHIN 24" (HCRIZ'; FRO'1 A DeeR FRS.FA6 F1RefOl.Acee e~AL.L Be t~~TAL!.eo ACCC~O,:\6 TO MFCsR, ePECiP: CAT'ONe . LOCAL eu'L.DI~ COCEa. ALL C~IM:\eye e;..lALL FRo"eCT A MIN. OF 2'.~" ABOVE A\iY PEAK i,.UITHIN t~'_~" OF T~e CHIM:-'EY, A ~0'1 MiNIi"1\..JM hE!ACFtCOt"1 16 ~EC1Ui~O ABOvE A"Y ATTiC ACCEee. IN~""AL.L ;112" R-II Fjee~!..Aee BATT 1:-i5ULAT!ON IN eXTeR:CR F~""E WAL!..o AND ,N A~Y COi"1~ONj)ALl. eeT .liE EN AN ATT ACl-eO C1ARAGrI A....O A D'.liELl.iNG. P!..uJYBING. ELECTR:CAL. A~O ~'1AC eY6rEMe eHA!.L CON=CRM TO COCE. t,li~A\lO-'2~ el-lAL.L 6E c;E6'6:\EO iN ACCC~DA'lCE TO eec 12~~ 0= T...E ~B.C. CR A.e.ce:. eTA:"-IDA~O 1. FCIQ I.l)j~OLO.AO 1't!!QU;Ri:i"'ENT5, ~eAL LULL aE PLAceD 0."1 WI:\COUJ, CR ae FFtOTECTeo F1=(ICIQ TO FiNAL INeF!:cT!o.'-'. (:rA:v.c,~Re ',WILL ae ei: eT~CTI...~L CEe:c,:\ED iN REFE!F<ENCE TO 5 Be I~Z:; CR A.~.C,E. FOR i,.Ui1'>l0LOAO, VI~R AL.l.JMiN\.Jt"1 61.t2J.L"Y..QB..ecf=FIT eHALL COi"'PL Y TO ~B.C OR AeCE 5T A"'DA~ 1, FCR 1J.J1NDLOAO REO..l:REi"'El'lTe. FtCCP=I:v:. MATE~IAL. e~A!..L aE ;N~TAL.!..eD FER MA\li"FACTI...RERe epE!C,F;CAr'o~e ::CR I-l;CsI-l WiNO AReA, 6HAl.L. ee INeT ALLED :N ACCCROA'(Ce: UJITH A.e,T,M.C, ~2Q. ;--"Nlf'"1ui'1 eTUCCO 2e;~.1 TI-l:CK.....Eee !11<1 ON MAWNARY WAL.L AND 1/8" ovaRALL MeT 4t. PLA5TEIQ BAaE, WITI-l CR i,.UITI-!O..lT 001..10 eACKi~. CE:JYENTlrrOJa FtNiel-<l r~ CCN~ICEReo 5TLiCCO, ALL exTER!CR CONCReTE aLOCK WALLe APE cee:6:\EO Ae 61-4EARWALL6 O~ ehEA1<UJA...L eEGi"'ENTe WITH D\..R.A.WAI.L. R5I:-.oFCRCEi"'ENT EVERY Of~=R 6LOCK Ae IOER T...E REO..liREMENTe OF ThE! NAT:ONAL Co.,""CRETe MAeOl'\RY iNeTITUTE. ANY C~ANGee TO e.EALe:O ORAlJJiNC:~ MtJer aE AFFROVED BY n..E co.\l&JL T,NCJ E~,:\EER u"'J...EN TRt..lee MANI..FAcn..RERe eEALED TRl..iee CRAi,.UiNC:re ARE F\..RN!6l-OED, CONTRACfCR Ie FCE6Fo."eiBl.E TO \~R,FY \..Pl.:FT LOA!:!'e CO NOT EXCEED T\-E vA!..\,;E FeR ThE Co.":-'ECT~o~e 0."1 ThEeE ORAIj)I~e. AL.L el-!!AfHiNGr 00CI-l Ae 112" COX 6HA!..L BE NAiLED ~" O.C, AT ED6E5 . 12 OC. i:-' FiELD EXCEP1' JOL. nL-OOD DIAP,..RAf""!e. Tl-e OUTER FOI.JNDAT!o,"I 6ARe aHAL!.. eE Co.\jTINlJOUe AROU~O CCR,\ER5 ,-,e,NCJ CCR;-"ER eA~5 CR 6Y SENDiNG The eAR iN ACCCRDA:-iCE WITH 202.3.4 OF T~E ~eTD :;z).~3 iN 60TH CAe-E6 THE MiNIi"1\..JM BAR LAP e~Al.L BE ~:;", L:KEUJleE THE BOND 6EA...., RE:NFCRCEj-':E\lT eHALL. aE CO~fINUO,.je AROUt'-.D CCR:\ER6. WINOOW r:cOU~H OF'5NIN~ CHAr:ci _ _ -^~ _~! , . 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I - U \ r , N )( 'fL Ee.uJ. oJ ~ - J ;. . oJ .~ ~ ..~. .: 11 t Ii. IJ==~ .",- ~l' r.! I I ~1 -I ~~ PLANTER ' l: ~I : ,~.,I --,---- I : ? ;~ e" ~. ~ In. dw. Iv". c.J .;1 ': 1 ( :=- H J( ~~ el-l '~'- eH " 1-1" · n- - - '-'-t;~ I I I ;/ . ..J ~ :'{...I l V I ~'~ l' C:.J.C:JD, I ~~~~"~ _t=/4"4' r1I ., h,'---~- -I.. - 3'.2" 'j 3'.:;" I 4'.& lit" &'-4" " 4'0 1/2" p".L ~ .4" 4 4.4' }.~ 2'-8" I ~'.~" I 2'.4" I r ~..,... ' ~ ""4'" t ;~,.. N t -/- ~~~~CRETEt,NT~_~__~__~~~~~,~_~:_ -~l OOOFli! .. ~OU~~OF'SN:N~ ~HA!iI(T FRAME! OFENi:-';C, IT TYFE OF OPENiNu ,(Rou~h Cp$r:;r'9) r ; . 'iQ~lzo."T A(::[ ve~T'CAL ___ L CALL BItE .2" 82" ! r~C~~r t;::pLL elze .2" 8~" _ I ,---.-....__ ___ CAt.L elze c}2" )( !4 eH J( ::; e~ J( ~- '~ e~ J( :.J32 e~ 21 1/4" x H33 el-l -. H;4 e~ )( )( I l-l.34:; e... )( H3:; el-l )C. ~;o e~ it 22 el-l n eH r 24 eH I 74:; eH I 2:; e... I -- 2 ~ el-l --- i-------- ,-- 32 eH !;3 i;8" 1--- 3361-l 31 3/4" r--' )( it )( )( )( J( )( J( I I I 34 eH )( ;4:; el-l 3~ eH I< )( 3b eH J( WIDTH HE!6HT 2b" i~ !/4" J( .38 3/8" )( :;0 :;/8" )( ~3" J( :;;Zl ~/8. ~(," ~3" 14 1/4" 2~" :;3 1/4" 38 3/8" ~~ S/8" ~~" F &3" 14 1/4 KENNET~ C. ZEC~IEL, FE CONeUL TING eNalNEe~ 8'~~ eA~CIN CIF<CLE RIVERVIEW. F:L. 33!;b~. 4~E>~ "',.Ie 1,,'1 ..; " ...., ~ . ,- '; ~.;.:. TI-ll!ee: ORAIJJINCa& MI!ET THE i~~4 eTANOARO eufL.Ot~_...50f)~l! lNCL.UOE!)j\lCJ ()~C TICN :~~. ,-~~%e..c __~U AA \{(<JqS K~en04 c. Z'!tl4l!!L.. PE~~~31 > j,. "",JI: ..'" " -j r '- : " " ~ " ~ '"\ .- -. --, ,. ~ I I '" I , I , I , I , \ II :~ , I , ~~ ~__Q..__..9~~ ~ '\ ~ '\ '-I I I-Ik~}- I_~~!-i- 1 1-5/8" r' " I I PRE CAST CONCRETE I " <0 "- U) I r- " N ~ I U) REINFORCINC, SCHEDULE AND LOAD CAPACITIES tlNTEL LEliC,TH TOP LEG BARS 1/32"RD. PLAIN BAR EACH LEC, UP TO 14'-8- LENGTHS 3/8'RD. REBA~ EACH LEC, OVER li'-8" LENGTHS 1/32' STIRRUPS i'-O" O.C. LENC,THS OVER li'-8" TIED OR WELDEn , A' BARS (MAIN REINF.> SEE SCHEDULE 'B' BARS SEE SCHEDULE TYPICAL , II. , ~~ " <0 "- U) I r " ~~ ...-- ~" I , -, '\ , LIN TEL SECTIONS BAR CLEAR LENC,TH SPAN BOTTOM REINFORCEMENT BARS , A' MAIN BARS 'B' BARS r 2-10' s 3'.-,. t -i'-O- u -i'- '" v 5'-,' w 5'-10' x ,.-.... y "-8- z 1'-5' aa 8'--+" ab ~'--i' ac 10'-,' ad 11'--+" ae 12'-,' af 13'-4. ag l-i'-O' 2'-8' 3'--+' 3'-10. -i' --+. 1'-,. 2'-2" 2'-8' 3'-~- 2-1/32" PLAIN BAR END9 HOOKED UP 'tOO. FO~ 2-1/2' 2-#3RD. 5'-2' 5'-8' ,'-2- "--i" -i'-O' -i'-,' 5'-0" 5'--+. 1'-0- 1'-10" 8'10. 10'-0" ,'-2' 1'-0. 2-#4RD. 8'-0. ~'-2" 2-~~RD. 10'-10' 12'-0' 11'-10' 13'-'- 10'-0' II' -2' 12'-0. 12'-8' 2-#5RD. .ili .... .' :L~ "-- ~ ~~ He 20 UR Large Hurricane Tie 1250# Uplift 625# Parallel to Plate NAILING LEDC,ER STRIP SOLE PL. TO JOIST OR BLK'C,-FACE NAIL TOP OR SOLE PL. TO STUD-END NAIL STUD TO SOLE PL.-TOE NAIL DBL. STUDS-FACE NAIL DBL. TOP PLATES-FACE NAIL CONTINUOUS HD'R TWO PLACES CONTINUOUS HD'R TO STUD-TOE NAIL IX8 SHEATHINC, OR LESS TO EA. BRN'G-FACE N1'IL OVER IX8 SHEA THINC, TO EA. BRN'C,-FACE NAIL BUILT UP CORNER STUDS BUlL T UP GIRDERS AND BM'S UP TO TRUSS MEMBFRS 1/2' C,YPSUM SHEATHINC, 5/8' C,YPSUM SHEATHINC, C,YPSUM C,YPSUM WALLBD'S 1/2' 5/8. HARDBD. LAP SIDING-DIRECT TO STUD HARDBD. LAP SIDING OVERSHEA THING HARDBD. PANEL SIDING DIRECT TO STUDS HARDBD. PANEL SIDINC, OVERSHEATHINC, GIRDER HANGERS (HE:A VY) 13116.0IA. , Uplift Blocking ..~ · Material: 7 gauge (3116") H. R. Steel · 314" diameter bolts required · Used where heavy design loads and uplift are required · saccI Compliance Report No. 9142 · Dade County Approval No. 91-0719.8(90) · HSU 100 saccI PST&ESI No. 9408 NONE MAX. SAFE LOAD LINTEL ONLY 1,000 + #/FT. SAFE LOAD ON COMPOSITE 3,000+ #/FT. NONE 1,000+ #/FT. 2JOO+ #/FT. NONE 2.250+ #/FT. 2,000+ #/FT. 2,000 #/FT. 1,800 #/FT. 1,'00 #/FT. 1,100 #/FT. NONE 800+ #/FT. 800+ #/FT. 800 #/FT. 100 #/FT. '50 #/FT. '00 #/FT. 2-#3RD. --~ .~ I < .... :=) ~~. ~"-- LINTEL CLEAR LENC,TH SPAN ah 14'-8' a i 15' --+" aJ 11'-4' ak 1~'-4" am 20'-0' an 22'-0- 30 2-+' -0" 13'--+" 1-+'-0" "'-0' 18'-0. 18'-8- 20'-8' 22'-8" , I' ~ ().-~ ~ '-'-S ~I .~~ =1 ,~ = = . <0 "- Ul I U) ~ .. .. ~ "-----/ -, - . ~ ~ / / ~:::::-':-4 / r---~, -<-=- h - --- - .0 ""_ ..1',.,., l.-., , . c ~~ . i - ,~~ -~ .~ _ 'loo . t..~t":,' !U: . T ""...- 1 :---::-'1 . '. ""--c. /_-,' , I;--~ - c...... - --'. \ -'-- -- -- - ------_ I - -- -. . . '. I ----- . . . ~ ~.~R' ~.~? ~J--l .-l -..ttF- --..~ . - , - w'. .. --l~ ~ -- -----. . ------=If. '"=-,--, -;::::;--r-- -- --------. -----.:::.- ---- 1/32"RD. PLAIN BAR F.ACH SAFE LOAD T ABLE FOR CAST-CRETE HIGH-S TRENG TH PRECAST AND PRESTRESSED 'U' LINTELS ~ ~ I , I , I , I , I I I I I , I !j \0 o/~ '.-'- --'~"..I "' 1 1-3/8' 1/'32' PLAIN STIRRUPS lPOSTIONERS) 4'-0' O.C. TIED OR WELDED 2 STRANDS, 1/1", 1 WIRE STRESS RELIEVED 150 K3-i PRE-STRESSINC, CABLE TA24 Truss Anchor 1585# Uplift 'A' BAR SCHEDULE NONt NONE #"'RD. BARS 2-#5RD. BARS 2-#5RO. BARS 2-#5RD. BARS 2-#5RD. BARS < SAFE LOAD-POUNDS PER LINEAR FOOT · A' BARS PER SCHEDULE LENC,TH UNFILLED FILLED 1 l'lf"' a -i'-O" ("'8") PRECAST b -+'-," (5-+") PRECAST C 5'-.... ('-i") PRECAST d 5'-10' no") PRECAST e ,._'" (18' ) PRECAST f 1'-" ('to') PRECAST 9 ~'--+' (112") PRECAST e' h 10'-'" 02") PRECAST " I 1,815 LBS. 1,850 LBS. ',0"'8 LBS. i,815 LBS. 4."5 LBS. 3,1...... lBS. 3,2'0 LBS. 2,Soa1 LBS. .,1"'1 LBS. ...~ -.... .,' - 1.333 LBS. 1,018 LBS. 't0~ LBS. 1,3"" LBS. ~O~ LBS. - 1.3...1 LBS. 1.210 LBS. 't1l LB&. 823 L.BS_ r 1,1-i3 LBS. 1.515 LBS. 1.5'5 LBS. 1.550 LBt>. 1.025 LBS. ~'22 LBS. 800 LBS. 150 LBS. ..5' LBS. 585 LBS. 5'3 LBS. 510 LBS. 381 LBS. 28~ LBS. THIS DRAWING IS THE SOLE PROPERTY OF KEN IECHIEL, PA" ANYONE USING THIS DRAWING WITHOUT WRITTEN PER"ISSION OF OWNER WILL BE PROSECUTED" MAX. SAFE SAFE LOAD LOAD ON LINTEL ONLY COMPOSITE 550 #/FT. 1.'t00 #/FT. '50 #/FT. 1.810 #/FT. 510 #/FT. 1,580 #/FT. 500 #/FT. 1,"'00 #/FT. -i25 #/FT. 1....00 #/FT. 380 #/FT. IJ220 #/FT. 320 #/FT. I 20 #/FT. j k m n o pl qj 11'-.... 03'-0 PRECAST 12'-0' CI...4') PRECAST ;3'-.... (('0') PRECAST Product Code AB 126 AB 128 AB 1210 AB 1212 AB 126G AB 12aG l-i'-O' 0'8") PRECAST 1-i'-8' 111'") PRESTRESSED 15'--i" Cl8-+.) PRESTRESSED 11'-.... (208") PRESTRESSED I~'-"'" (232') PRESTRESSED I 3. '"1 ,-" ABOVE INFORMATION IS BASED ON CAST-CRETE (FECP CORP'> BRAND '-II~TELS. BASED ON TESTS CONDUCTED OBi" ~ERTHER F. ROSCH, P.E. PRECAST LINTELS MAY BE SUPPLIED BY CAST CRETE OR OTHER BUILDINCt CODE APPROVED P~ECAST MANUFACTURERS. .~ <:?1 k ...-' -~"1 (.'-( ~ .~-::----:t "0 "1 ,00 :. '. '. , o. ... . . .. t), :. 1: .. c. .4o () 0.... 0... O. <:I. ,/ /.. . . . '- f -=--~ o ~ f :-~-~__ ~~~~ q~f Sf-'~CIF(CA TIONS I. BAR STEEL SHALL BE MIN. GRADE -10, DEFORMED EXCEPT WHERE PLAIN BARS IHOOKED FOR BOND ANCHORAGE) ARE SPECIFICALLY PERMITED. 2. CONCRETE IN PRECAST MEMBERS TO BE MIN. -1000 PSI AT 28 DAYS. . . ~. :. 0., o. 0.. ." . .. o. o. -~.,~ F; ~ ...--, . . A t<~,..;,. iff'? . .~....:....:".. '. . \ :-~- .; - ..; - . :- '0 " . . '. - .--.!.~ ----...: ,.<. -............,- ...... ~ -------------- RA 218 Rivited Truss Anchor 1441 # Uplift :. - 2-318"- ~ .. ~f2" I >1 ~ ~?>" . ---- :----- v------~-- y=:=----- ---- J D' --------- - I ( '0 ~'D -----:----- (1f y~o I.' . D . ____/' t. .' . .' . D-. o . 0 ... 0 ~ D. '. i.) . - . 0 .' . o' . ." .oc- c).c? t' o. I. '. . , c ,,0. ' . ." 0 D' . . 0 o. \ ~ 0 '0. ~ D. ,. ,'0'- ~...... to 0' o' DescrlDtlon Anchor Bolls Anchor Bolts Anchor Bolls Anchor Bolts Anchor Bolts. Galv Anchor Bolts - Galv DImensions 1/2" X f' 1/2" X a" 1/2" X 1 0" 1/2" X 12" 1/2' X 6' 1/2" X 8" Oty/ Box 50 50 50 50 50 50 WgtJ Box 16 23 26 29 16 23 PRE STRESSED CONCTETE REINFORCINC, SCHEDULE AND LOAD CAPACITIES :.----lengtll ANCHOR BOLTS · Nuts and washers included 9/16. Dla. .~ ...t:'I2~ ,~ X .-#' -,J/4. .~\~ ~-I , " /' /" ~ z4tl V-~ D' ----------.... --- (,'o,,;'D. ~____________ c) ( '. ' .'. . D. < . o' . v D '. o' '? . . .) '~~'~"o:~. ..~''': ~"~-'~'v~~'\' . . 0 ". 00 D. .. "0 t. .' 0 . c ' r tl8" T I ANCHORING WASHERS Product Dimensions C'ode DescrIption Depth Slot WSH 916 West Palm Beach Washer 1/4" 1-1/2X9/16" WSH 1093 SSTO-1093 Anchoring W,)' her, 1/a" 9/16" dia ....1 :~ 1 2" Diameter Minimum '.--~----------~------ ~ : 9110" Ola. 'il I I -~ I 'i- COMPOSfTE LrNTEL SECTION H02X Truss Hold Down Strap 1271 # Uplift HCS Hurricane Clip 520# Uplift 350# Parallel to Plate I 250# Perpendicular to Plate HClHJRH Hurricane Clip 520# .uplift 200# Parallel to Plate 155# Perpendicular to Plate HCDPl Hurricane Clip Doub!e Top Plate 520# Uplift 250# Parallel to Plate 160# Perpendicular to Plate I'd I'd "d 8d I'd "d "d 8d 8d 8d I'd 20d II GA 1-1/2' GALVV. 1/'" HD. II GA. 1-3/-+' GALV. 1/"" HD. 1-3/8" DRYWALL NAIL 1-1/2" DRYWALL NAIL 8d CORROSION RESISTANT W/ MIN. SHANK DIA. OF .O~~" AND A MIN HD. DIA. OF .24' rOd CORRORSION RESIST ANT WI MIN. SHANK DIA. OF .O~~. AND A MIN. HD. DIA. OF .2"'0' 8d CORROSION RESISTANT W/MIN. SHANK DIA. OF .0~2" AND A MIN. HD. DIA. OF .225" 8d CORROSION RESISTANT W/M1N. SHANK DIA. OF .O~2' AND A MIN. HD. DIA. OF .225- t~~ .<1 1-#5RD. BAR CONTINOUS CuNC. KNOCKOUT BLOCK CELLS AND /U' LINTEL FILLED W/CONC. (2500 PSI AT 28 DAYS) PER CAST 'u' BLOCK (SEE DETAIL) #"'RD. BAR ADDED THRU 'u' LINTEL TO SUPPO~TS IN SPANS GREATER THAN 12'-0' Can Be InltaUN On E.dltlng Slab. // ~ ,. . . ~pleal AS h . Inttalltd /r ~~ 3 II EA. JOIST I'. O.C. 2 4 2....0.C. I"~ OJ:. ,,- O.C. ALONC, EA. EDGE 3 2 2 24' O.C. 32" O.C. II TOP AND BOTT. 2 Et-'DS II EA. SPLICE AND STAGGERED l' 0t1 CL'G 8' ON WALLS 18- O.C. " TOP AND BOTTOM EDGES 18- O.C. It TOP AND BOTTOM EDGES ,. O.C. " EDGES AND 12' O.C. II INTERMEDIATE SUPPORTS " O.C. " EDGES AND 12' O.C. II INTERMEDIATE SUPPORTS Fasteners Product Bolts Nalls Design loads (Ibs) Code Description W H Girder Block ~arrled Member Normal Max Uplift HSU 40 Girder Hgr(Heavy) 3-1/4' 23' 5-3/4" 2-314" 4-1Od 6250 6821 7600 HSU 80 Girder Hgr (Heavy) 5" 23-1/2" 6-3/4' 2-314" 4-1Od 10667 10667 1??oo HSU 100 Girder Hgr (Heavy) r 23-1/2' 6-3/4" 2-3/4" 4-1Od 9070 10665 1??oo HSU 4016 . Girder Hgr (Heavy) 3-1/4' 16" 5-3/4. 2-3/4" 4-1Od 8470 8685 11290 HSU 8016 " Girder Hgr (Heavy) 5' 16' 6-3/4" 2-3/4" 4-1Od 10080 12500 121~ HSU 10016" Girder Hgr (Heavy) r 16' 6-3/4" 2-3/4" 4-1Od 10080 13405 12180- 'Not included in ClJrroot Compliance Report Uplift BIockIl">9 REQUIRED SAFETY GLAZING IN WAZARDOUS LOCATIONS -'" PW ~ \ ooOEI. ~1~~.!'fi9H~~ ~~1~~~ 1.0.lOS NO. w ~ uy'NH ~~_ ~~ 3~lj_ .._...._._4Q&L. . .lQ~ J',~' -'F~ 41&5 . ..-......, . ~,... , ..., *:-a ---1-..... ~...._. "'-~~~$-'-'''- -:i"ue-'- ""Tfii- ~o;~~.. .-... ---Siis-'--.- "tr~ _of,S' 3S __._"~._, .._., ....~3L__,...,_. I ~hZARDOUS LOCATIONS THE FOLLOWING SHALL BE CO~51Oe.R$D SPECIFIC LOCATIONS FOR THE PURPOSES OF GLAZING: 1. C.LAZINC, IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDINC, PANELS OF SLIDING (PATIO) DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS. 3 GLAZING IN STORM DOORS. ~~ 4. GLAZING IN ALL UNFRAMED SWINCtING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS. STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZINC, IN ANY PORTION OF A BLD'C, WALL ENCLOSING THESE CO,1PARTMENTS WHERE THE BOTTOM EDGE OF OF THE GLAZINC, IS LESS THAN '0,' (152-+ MM) ABOVE THE DRAIN INLET. ,. GLAZING IN AN INDIVIDUAL FIXED OR OPERATIVE ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDC,E IS A 2-i" ("0 MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE: BOTTOM EDC,E IS LESS THAN '0' (1524 MH> ABOVE THE FLOOR OR WALKINC, SURFACE. 1. GLAZINC, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND , ABOVE, THAT MEETS ALL OF THE. F()LLOWINC, CONDITION~ A.. EXPOSED AREA OF AN INDIVIDUAL PANE C,REATER THAN ~ sa. Ff. (0.8-i N1.) B. BOTTOM EDGE LESS THAN 18' (-+31 MM) ABOVE THE FLOOR C .TOP, EDGE GREATER THAN 3'" ('tl... MM) ABOVE THE FLOOR. .c.ONE OR MORE WALKINC, SURFACES WITHIN 3" (91... MM) HORIZONT ALLY OF THE PLANE OF THE GLAZING. 8. ALL GLAZINC, IN RAILlNCtS RECtAROLESS OF AREA OR HEICtHT ABOVE A WALKING SURFACE INC~UOIN6 STRUCTURAL BALUSTER PANELS AND NONSTRUCTRUAL IN FILL PANELS 9. GLAZING IN WALL AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDCtE OF THE CtLAZINC, IS(A )LESS THAN '0' 0525 MM) ABOVE THE WALKINC, SURFACE ON THE POOL SIDE AND(a) WITHIN 35' ('tl... MM) HORIZONT ALL Y OF THE WALKING SURFACE ON THE POOL SIDE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN I1UL TIPLE GLAZINC,. Product Code HBS 5-5 HBS 5-6 HBS 5-7 HBS 5-8 HBS 6-5 . HBS 6.6 HBS 6-7 HBS 6-8 EHBSA EHBSB EHBSC EHBSD EHBS 512 EHBS 612 EHBS 516 EHBS 616 EHBS 520 EHBS 620 ~ ~.laN ~f!~. PUlll.., 'I ~ ~ %. "n '\.~~ ~] I] :J ~ i ~ ~ ...?-~, ,~/ f : '.' y ,/ ~ (, ...--H-. . :. y ,~ lI'.. til.~ '. ." ~~:''';';~'' '~b -.gr~ '-~IC.I AUf !Ii at&lll<1 ABEU MOOEL DIMENSIONS rA'lTtHERS --AlLOWAi'-i.TLOA~' NO. W I l. POn IANCHOR UPlI1T r OOWN MEH )t;,. I 3'/Z G-1OQ r 'I'i Me WO I 406---~ = -. ~. tJIj2!J~ - -_. ~--- ,D . . - ",---~::::-- -~--l:~_~!i>~] OTe Deemp.d to Comply Anchor 1365# Uplift 1310# Perpendicular to Plate 785# Parallel to Plate Fasteners CarrIed Member Nails Mln Max Bolts 4-1Od 14-1Od (2) 314 4-1Od 16-1Qd (2) 314 4-1Od 1a-1Od (3) 1 Max Nails 2190 2500 2815 Uplift D~sl9n Loads (Ibs) Length of Bolt In Carrying Member Bolts 1"112 3 ~112 6 3500 2860 5295 5755 5755 5250 3375 7530 7875 7875 9665 10000 1 ??oo 10b00 Carrying DImensIons Member D W H Bolts 4-518" 3-7/16" 18-3/4" (2)314 MB 4-112' 5-1/8' 21-15116" (3)314 MB 5-1W 6-7/8" 27-314. (4) 1 MB Product Code TGH2 TGH3 TGH4 Mln Nails 625 625 625 STRUCTURAL DETAILS .........w ~~ " I Fasteners : Anchor Bolt - 1/2" dia 112' dia ~ :----: lOt'-- VI I ~ 1.114" .............. 3" 1.- ? ~PO HBS' -~ PW ~ 2.1ri" 2.112.'1 HCS HCDPl Hurricane Clip Hurricane Clip Double Top Plate 520# Uplift 520# Uplift 350# Parallel to Plate 250# Parallel to Plate 250# Perpendicular to Plate 160# Perpendicular to Plate SCHEDULE '" 3-tl2", - 314" dl. X 12" ~ BEAM SEATS Dimensions W 5-1/4' 5-1/4" 5-1/4" 5-114" 6-7/8" 6-7/8. 6-7/8' 6-7/8' SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC SPEC PO PW 11' t-.:' 5" 6. 7" 8' 5" 6. r 8" 5" r r l' 9" 9' 9' 9. 10' 10' 10' 10' 5-114" 12" 6-1/2" 12. 5-1/4" 16' 6-112" 16" 5-1/4" 20' 6.1/~" 20" 6' r 8" ~ PO EHBS - 314. d1. X 12" Fasteners Bolts 1-1/2" 1-1/2 . 1-112' 1-112. 1-3/4' 1-314 ' 1-3/4 . 1-3/4 " 2-3/4" 2-314" 2-3/4' 2-3/4' 2-3/4' 2-3/4" 2-3/4" 2-3/4" 2-3/4" 2-;~1.4 . DesIgn Loads (Ibs) Bearing 14000 16800 19600 22.100 1 8900 22680 26460 30240 r~~ ~-." <---< )1",,"- I'........., ' t~1l 1--: ~ ;S '. x,=- " ~'i '-. ;'0-~ "" "1 If 1/V~') ~/ ri~ I " I W'-.... ~---o "1 TRUSS GIRDER HANGERS · A hanger designed to carry multiple member girder trusses. (2) 2X6. (3) 2X6 and (4) 2X6. FIUer block.s Re/islClns By ---'-- -- ------ ~------- ~ a. ..~ C'J CO CO f'o. ..J ~ LL ,.... r- <D ~ '-..... tV M , - ,... >CO ..;. C1) > on 11 ,1 H H _ ~ I I ~r'C ~J; '3116" "3116". f: ---- lo'~, lo~ ~ .'10 .......- / ~.......- / Application ---..... "tlJ ~.__.... .. ~~e~~\Y~.!i!i]~..:_~~._,.~..____~~_ , .:.: . - ...J 0 () W '- _ - <( .. :l: '-..... "0 o (/) '- W ~ CO N C1) CO C1) c <0 ~ '0, ~ ~ C CO W " " ~ ~, LU cd ~ H o LU Vl N H ~ ~ H t.L. ~ 0 :3 ~ g I " ~ ~ ~ ~ H ~ ~ ~ ~ ~ r5 ~ ~ ~ :i ~ :i ~ ::> ~ ~ ~ ~ ~ ~ -r I i f ~~' .J -t W (/) H Drawn B~ Checked _I c:: p-",,*' :7 Date 9/11/95 -" ! ! i , Scale ~ Job Number Sheet: s, of Sheets l~ ~~, . I.' 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VI~I:-" &O~ o..JiT AaLE ;::CF< Fo';:-'OAT!CN ~oor,~u6 ~ie e:c,N.OFF IN &0C~ CAe.E6 i.\,'LL BE ACCEPT ABLE ~ ?IB" CR'YI.uA~L. CLG, TCP COI,..RSE BX B' X'~" CONC, 'U" BLOC< FI~L.ED W/CONC. (3~~e PSI Mi~) RE .~F. 'li/] "? RE8AR CO~T, AT EACH CCRi\.ER C , ~ 8'.0" o.C (i"'1AX) POU~ C FIL~ BLr<., CELL VERiiCA.L Y.wI! ~ RE8AR CONT TIED TO TCP Co...~e.E REBA~ C TO STEEL N F~G, - I (\) I 112' Gy-PSUM CRn..:A~:... OvER] X 2 P,T, F\..~Ri'G fll 'b' OC, W/3/4' EXP POL. YSTYRE\.= I~SIJL._ 3ET'.;..EEN FI,..RR:~C, 8 x e 'b CO~C~E 1E BLCCr<.5 :J.i/:-;CR'ZON~ AL. LA9CER RE .,,",F u>~EC:<E REQC .-i..0CC::) =; A 5 E I I _--------1 At ,,2!;~0 Fel CONC. / "''-- ~"x O"X 1~/10 EW,UJ. MEe~ REiNFORCING REQ.JIREO THR()J(iHo.JT THE C~CReTE eLAB PLU& T~E MEe~ e~ALL aE eOUaLED A6QJT THE ENTIRe PERIMETER or THE eLA6 OveR 12" THE FOOTiN(, AT LEA&T 3 FEET WIOE o MIL. '.lAP. 6ARRIe:R TCP CO....~SE 8'xeX'b" COi\.C. <.0. BL OC<iJl POi,..RED CC~C. C i-~ REBAl;,( ceNT, - F~ECAST CC,C LINTEL 'J.,I RE -,'FCRCI'G ~~ iY~ICAl..UJAl..l.. e>SCiION AL"M :.....":::;CJ., _,"'A~'e,-E S!,-_ . ."' . 1,;:0:, F=~ECAsr co~c, S __ .. . .':. ,,;.,..,\ i 'I I" ~I ~ I ~O~. e>ECiION KENNET~ C. ZEC~IEL, FE CONeUL TING ENGINEER 81bb 6ARCIN CIRCLE RIVERVIEW, FL. 33&b~.4~e0 -' < . , I , .:,; ,-, '::" , TI-IEee ORAWINUe MEeT THe 1~~4 eTANOA,C(O 6UILOINU ODE INCL' fiN(, eeCTio.l ~6~. Hl6(q~ " . 1/ ~ <{ o (/) z o (/) 5 w fr:: \J1 \J1 Ol Ol ......... ......... 0 0 - - ......... ......... 0 0 - - ~ ~ Q. -j w , , >- >- co ill 0 ~ w ~ <.) <( w er:: I 0 <.) t).. ::s b i-t ~ ~ en .~ tJl ~ FA ~ = b .;...t tJM ~ ~ t: t-+ b ~ ""\ ~co ~~ C"Jl'-.. ~l'. I I <:0<0 co~ l.0l'. I I '"'" '"'" ~'t ~o ~O':l '-'- '< ~ 'JJ 'JJ ~ ".1 '< ~ ~ r..:~ I S q< If) <<<~ - "'<:~~~ Z ~~o::< <('<~e-..~ - e::~c<C':l 1l. c...--.l'<-~ ~~i~ Lu ~~r ~ If) . ;.I) ..... ~~<~ =.J c.;j~Qr<.1 ('.J ::: ~ ~ ~ I "'~~--.l c< ~S; I ~ '<Z] ~ ~ '..- Q 0... Q ~ c< ~ (,J VJ ~ ~ ~ ~ ~ ~ C< ~ ~ ~ o C'J 0J .c:: 0. ~ , 0 Z - . t-- Z () 2 0 <1 lU _I 0 II (j) lL Z _1 2 <t _J _1 () (l (ti - d ill - w LLI I- (j) ......... <1 :J a <{ 0 :-r ~ 2 ~ LlI J 0 () III IL {Q <t ({) -1 Ul PROJECT NO. <95~<9 DWG NO. e2 'f:" . ';';! '. 'L <. ,,<~ " :- ,~. :, f I , - - ~TI:: ~- ~'" h___ ~~~=---~" il /';\~,,: ~"M_m__ _HF___4_~_n --- u~I---JI--ry~---Tl ~/ \, J---1: ! -fd' ~1.~i~!ii\ -o/~---~~"\ ~/I I, //* :=j , ~ I I 0 ; I r \ J"I 1\ ___ _-' , I 1 II II - !L. \ ~ - --, ~.... / \ ~r- ~';i , rni . :. \ , ";1 ;! IIL..ri \1 or<.Y i r - r-j1<l' -L...L..-. / : 6!,~ - I \.I.!l-l 'l j 'i~- ' , ;'jl'l i U L:ui-4T I - . ------,,::A/ i I ~ --- i! '. \~I. U' ~:---~ I~... ;~I::3:' - k.....- I" II. / i ~)11 II , A1\ J.: I ~ I I' '- - ' '.---J ""Y ,I \ / r1-~ ~ ~ J ' I F-:=:-===:~if - _~~~n-[1-~~ '- ~-~~-~(~W~7 pih:::'"L_~ ~~ \ I, ~ Ii ) ~ ".--..... . /\\ I" '~. ~ Iii !I I ,~ L/ " / \ , " -. II ! I ",.-~ ............ \ I Ii '''------.' ( ~---; 3 I \ , ! · ;/ -;<....::::f..,-.J I; I !~r-~t.8L-----_--I~ /1 / \..' \ / /,i(; I . it 11 \ I : I \ ~ I , I ~ ," I II \ I / I \ I ,-.",. C --l :1 i I / \ \' I / [--- . . : I :v - r----! in,' I : ~ \ \1. / t-- "\ . ',,' I F~E'.u,~=O J1\ I \ I iji I' I ,\ I I \ \ ''''I : (sA~ OCCR CiJ ; I ' / ii Ii I \ , \ T'~ -..... ' / ...... CFE'ER . ! : '-.. ~-' ./ JJ. I' I!, 1'<' \' .d; . '/ "\ \ \ \ I i '.';l.__i__J e r--~- ----~ ~ e / \ \ ~ m~ .' 'I:--Tj-L~J ;~:-r' ~~I Ii / ~f\// \\~.' i - -- -- __On - - -. ,- - -- -- -- - --~ I' ~' dL... I! .............. I! I ~ ~ : cr~ i 'i -- ' . , , ~ ,I, \ , . : ' j , I 1/ . I ' " f ~------"'"F -.---f -----,.L I il~,',' i. -- '~.if -~ -=:-~-~7--'~ ,,,' " L.~_"I ~--------r-=---=! ---I ': ~i I ! --~~=-=L --1,-- i '--r--~rl '------ ., I, i I ~ I \~ Eh 1 I) l II I ~\~! tJ.F,' I' _ ! i I ----- 1,1 L_~~__,--~~ ~- _ ---- __H' . '" ' · . - I. I' i i a----------~;-~' -~-~~ -~ =~, ----------- r-l J I I i I I I LT- - -- - - - - -- i ii, ! .-----~--------------Ll~==_~t-_~~~=__=_=~_~ ~-::-~~:~~- ~~i ...J_J Ir----- -------~ -----===~{r_----------- ----~----~-=-------~ ;101 II . I II . '. , , 1i4 I ' 11<1 I I , I !e I I I I I r-- ~-- \ " o 2 4 ~ i f3J!j , , I ~""" ~--t---;~~-L ~ , !'"" I L__=___--l barI;Cf?~~iCAL ~='~~~~ _____.._____________.._.____ ____~_____________________._._r_.____._~__ __._.._____ _ ._ ..-_ ~__.______ ___._._.'_.__._ ~_.> 51.5Ci~iCA_ NOie& rr--' ==-=.:=-=:====..-===::.:::-- --------:::..=====-~-~-=====-._----------::=.=- ~-~----~--~-~=-.:==--:=--~-=-==-:...~~---=- =--~.:::~-~--! i 'I I, I ALL. wCRr<MANSi-4!O Ai'.;:) MATERiALS S~AL..L CO~FCRM TO A__L APPL:CABLE CODES SL.:C~ AS THE NATIONA~ El.-ECTRiCAL CCDE, LCCAL ORD!NANCES AND P010ER CO"1~ANY REGULATiONS. SUBCONTRACTOR S~Al~_ BE LCENSED, CARRY ALL ACOUCABlE INSURANCE, AND WAVE A CURRE~- COu'TY CCCuPATiONAL L CE"CE. I I I I tt SUBCONTRAC'CRS S~A!-.... NCLU;:)E AL__ SPEC AL t::EES A~Q PERMiTS, LABOR A~D MATE~'AL.., EQUiP~E\lT AND E_EC'RiCAL ENG:NEERI'G NECESSARY -0 PROviDE Ai'. ApCROVED WCR<.ING SYS'2~, ~..iG~T F!X:uR2S EXCLUDED EXCECT t::CR F....Ou~ESCENT t:::X1'vRES AND RECESSEO LGH7S, I: !: !I II :1 ,I --------- ------.------------------- ._---~----_.._~---~--~------ --,---.- ---- -~~: ~ ... .," '.< .i t I." ,;'. .'.' , .~ "t" \-- '. , ' INi=F<iO~ El...5Cir::<ICAL. OUTl..5i L.OCA"'/ON& I FADDLE .FA"l e'.ulrc~ (LOCATE OVE~ FA~ L:(;HT 51JJITCH) r E><T, TCRC~ L.G~/ r L:G;.4T e""ITO~ CA"RIAGE / -^--- / I DI...F'LEX O;TLE:T AT 'r'-~ ~---- 1- r r<.ITCHi~ CQI.JME!Q, ~E;:~(', . l.' \.iJAe~E~ AN? 6A!QAC,E O\.JTl..E1"e ~ / ~ I ~ G DI..oPd:X Ql;Tl.ET Ai o i 00 r VANiTY CO~NT!!~ i ~---- - I I ~ - ! I ~I ,I I ~: I I I ! I ; I I i I -l---~~----~--- ____~_u~ -, --~ /- IjJAL~ a~ACKET L'G~T -q:-f I I ~ ~\ ,g i ; ~\ J\! I ~ fl - - -- i 1----- I' I :'1 II ! ,I i l' I II I Ii I : I I I , I i I I I! I II, Ii II ,I I ii L I I' I I I I[ l --------l 0--:::-=-=-==--==---=--===---:==--:::---------~.. " J~LL ELECTRiCAL SWITCHES Ii I, CuTLETS, ETC. TO BE MOUNTED . I: ABOVE THE BASE FLCCD I' II ELE'IAT;ON, (SE= oTE PLAN i ' II FOR BASE ELEVATION) Ii 1 L______________________J < I, 'I I il 'I I :' I II I' :1 "'-- eT ANDARO ~"E" OU'"ET: y--- '0' ' I .s , , I ~I "i i I ' i i I ___n__ __ _-1 i 1 , , -~--- eL.5CT~ICAl... eYM60L.E> L.5a,e'\JO iZ'0 Ai"'F', F'A~EL e~c,,:l F_I,.;CR:5CENT l.16i-4T ,-------., I I I '-_____..J i'X 4 F:..WCREeCE....T l..u....T ir--=--= .:::===---==:;:===---=--==-=-.:-=r=--- I-^- ""~, ...... '.... T I ~ i'""Y '-!: ......'J ... '.oS-- I r..-.;:w Ii A RECEeSEC CA'\ L..6i-4T I ):_____:( I X ----- 'lJ,I:ev O\..6!..EX RECEPT:Ct..E dII> n0\1 Ql..TLET ~.~. QJ) '10\1 C"F.' QI;~l..ET 4) e.lJITCi-ED :)1..oF'LEX R:C, [1::0::.1::J TRAG< l..(;~'" .....6 G Jlj""CTiCN aox II $ ~,NC,~E reOLE eJJ;TGf-i 'i I t n..,~EE J.!AY ,-6f-.<T eWITC~ I L~ _ uA~6E CCC~ CPE:\ER GEfLINU FA..... ;, j 1,:..:1',;. - ;'"" ,.., K,' '% . .. (2) TCl..Ev'6 e..... FRE. ",RE 'Sl TEl.EF'...e:-..e ~RE -.J RE o ,~MC<E A!.. A~M ~ FLCOD LGHT ~ DOC~ 6El.._ O.d~E /;-.... EL.ECTpo;:CAl..1Il~\6 ~ ... Gi-41"fEX, :::.A'-I . -~'~, f_ r."'- j " t.-, wi ~I I (/) Z o (/) 5 lL1 Ck:: I ,.{) I 'f) Q) (j) " " 0 0 .... " " 0 ~I I t----i I 'I 1-, ~ 0_ --, W , ' >- >- OJ CIJ C ~ LL ~ ~ U 4: L.. Q:: :r: 0 u \O~ 11 ~\O brA I , ~\'. ~t-. ~Ij , I ~\O ~ I CQ~ 11)\'. ~ I I I --.... --.... ~ ~'r ~o I ~~ '-'- ~ I ~ t:nl VJ t,) ~ ':..> ~ ':':l ~ .~ . I Co.t~ tA I , l:::l q:< I V' ~~<h , "'( t.) . ~ I Z t.)(;)~~ ~ I < ~:....Jh~ ,.....~C< 10.. t....:l~~ i ~~ I ~ , qh ~ LLJ ~VJ~ Vll:::l~~VJ :=) ':..lqoCo,J ~ ,.., l:::l~~~ ......-/ '""-..;,. ~ I "(".ll:::l~ 0 ~l:::lS: I ~ -.cu ~ f-,; ~ ~ 1 rJ?:( Q.. <:) ~ 0 ~ <:) ~ '< (,) {I) '"4 ~~ ~ ~ ~ ~ 10 ~ t4 N ?~ C'J ~ l.1:: ~ ..c: ~ 0.. W ~ ~ U Z f- Z a Z u Lll <1 a -I fl (j) (L z --I <{ _J _J _J <t II I}:' - lU ~l (0 u u) - :J ......... fl 0 <{ =r I- rL U rL 1111 LU I' (j tul 111 (t) <{ (1) __J ll1 PROJECT NO, <3:'0 <j OWG NO. . ..-.