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ADDITION FOUNDATION 4 PLUMBING PLAN
1/4" = l' 0"
LINTEL LOAD CHART ( I~II DEEP 5ECTION )
CLEAR WAN CONCRETE U LINTEL "POWER' ~TE;EL "PCXl.JER' tHEEL
BOX LiNTEL
l' - 6" 4~1 PLF ( LlNFIUED ) 1010 PLF 1..-2 ~6S PLF
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2' - ;,. 343S PLF ( UNFILLED ) ~626 PLF L-2 ~&30 PL.F
2' - a" 2m PLF ( UNFILLED ) S2% PLF L.-2 !)S4'3 PL.F
3' . 2" 2332 PL.F ( UNFIUED ) -4soa PL.F L.-2 4613 PL.F
4' - 0" la~ PL.F ( UNFILLED ) 3!BS PLF L.-2 36'3~ PL.F
4' - 6" 1624 PLF ( UNFIUED ) 3,M PLF L.-2 328& PL.F
s' - 2" 2U~ F'L.F .. 2146 PLF L.-2 .. 2864 PLF ..
6' - 2" ~11 PLF .. ~ PL.F L.-2 .. 2400 PL.F ..
l' - 0" 1~1 PLF .. ~!:) PLF L.-2 .. 2114 PL.F ..
a' - 0" P13 PLF .. 116& PL.F L-2 .. 2'213 PLF ..
~' - 2" 14a'3 PLF .. ;~S PL.F L-2 .. 1~4 PLF ..
10' - 0" 13S-4 PL.F .. 1414 PLF 1..-2 .. 18;~ PLF ..
10' - &" '1Tl PLF .. 132S PLF L-2 .. 1110 PLF ..
11' - 2" !200 PLF .. !nO PLF L..-2 .. 16~ PLF ..
t2' - o. 1I0~ PLF .. 1118 PLF L.-2 .. ISIS PL.F ..
12' - a" 10..4 Pl.F .. 1116 PLF l.-2 .. 1436 Pl.F ..
\3' - 4" 13~ PLF .. P 1~1 PLF L..-2 .. &. - I 1364 PLF ..
14' - 0" 1321 PLF .. P 1321 PL.F l.-2 .. e.t.. - I 1~~ F'L.F ..
16' - 0" liS2 PLF .. P 10-4-8 PL.F l.-2 .. e.l. - I 1131 PL.F ..
la' - 0" 1016 PL.F .. P a2a PLF L-2 .. &. - I '360 Pl.F ..
18' - a" '311 PLF .. P 110 PL.F l.-2 .. e.t.. - 1 8~3 PLF ..
20' - 0" 8-:6 PLF .. P 6~ PL.F L.-2 .. e.t.. - I ;84 PL.F ..
~' - a" 1a~ PLF .. P S23 PL.F l.-2 .. &. - I 606 PLF ..
8" X 8" X 16 KNOCK:. O\;~ BLOCK
TCP COAR5E ..LJiT1-4 i 'S HCRIONT AL
REBAR T:ED TO AL vERTICAL RODS
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AND DOCR CPENINGS, NO 'S REBAR
REQUIRED ON BEAM5 uP -ro 24'0"
WITH NO '-'lORE THAN 606LBS PLF
OPTIONAL POWER BOX LINTEL DETAIL
8" X e" X '6" KNOC< our BLOCK
TCP COAR5E..LJ'TH ! 'S HCR!IONT AL
REBAR TIED -ro ALL vERTICAL RODS
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HCRIZONT AL LINTEL. ':;. RE8AR
DENOTE& "S REBAR X CONT. PLACED IN BOTTOM CO\.JR6E AND
'6" DEEP BEAM POURED 601.lD W111-1 2S00 P61 CONCRETE.
1-<: ~:;'''>1
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PLACED IN BOTTOM COUR6E . 16" DEEP eeAM POI.llQED Wl..ID
WlTI-I 2SOO P&I CONCRETE
.. & - DENOTE& IN BOrrOM CO\.JR6E . (6) . !; I 16" 6I1ooTI-! ~T1RRl.lP&
AT e" OC AT EACH END iN A 16" DEEP BEAM POURED OOLID
WlTI-I 2SOO P61 CONCRETE
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FOOTER ':;. REBAR
THE CU:NT t..NOER&TANC,& THAT n-e DE61GoNER CAAR'E& NO L!Ae!LITY INeuRANCe ANI> THEREFCRE
AGoREE& TO ~ HARI"1LEM, 00 CMN, F'(, ANI> DEFEM> CE61GoNER FROM ALL CLA,M&, Lo66E& ANO
EXF'EN6E& (iNCLUDiNGo REAWNAeLE ATTORNEY FEE&) ARI6lNG OJT OF OR RE6LLTlNGo FROM n-+e
PROJECT. THe DE6tGoNER 'lJlLL iN c.ooo FAITJ..l ATTEKF'T TO FROVICE ERROR FREe CON&TRUC110N
CRAWINGo6, euTN THE EVENT ERROR& cY..-O..JR THE DE6IGol-,ER WIll. NOT eoE LlAeLE FeR OO&T OF
REF>A;f<.& CR OaAY TO Tl-E COr-.e,TRucrtON
ROO C~A,R5
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REBAR LAP GET AIL5
6lMP60N M~A3.S/II.2!;" OR EQUAL
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3/4" X 8" ANCOOR 60LT AT .AL.!.
BEAM TO BLOCK L.OCAT1ON&. BOLT
TO ae !; !;/e" FROM ED6E OF BLOCK
WI11-I M,Ni!-"ljM 3000 P61 POURED CEL!..
"S ""ERT!CAl. ROD& FROM
FOOTlNU& TO 80M> BEAM
.ABOve
Del.. 1 X 11"2 PiNe BEAM
UJlTI-I ONe LAYER In" PI. Y
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1/4" = 11 0"
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ALL WALLS ACT AS e~EAR WALLS
, 8"
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13' X 8" X 16 KNOC< OUT BLOCK
TCP COAR5E..LJ TI-4 ' 'S HCRICNT AL
REBAR T:ED ~O AU_ vERTICAL RODS
In" COX OR 1/'6" ore ROOF eHEATI4ING
NAILED 0" OC ON ALL EDGE& AND IN ~E
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REFER TO elMFe.oN CON/IoiECTiON CHART
ANO TR\..e& ENCsINEERINC2 FOR AF'FROVED
5 TRAP
OPTIONAL STANDARD PRECAST DETAIL
2X4 OR 2X6 !J)OOD WB JJIT14 ~
AL\..MINUM 5CFFIT ANO FACe!A
TRIM
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ALL WORK
PRBVA/ ,SHALL CO\f
CODE ~1l\GCODBS Fi PLYWlT/{ALL
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PAINTED BLOCK ON
INTERIOR OF ALL WALLe
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FOOTiN65 TO eoND BEAM
WITH 24" LAP MINiMUM
MAWl\RY 51LL5
Tl'PICAL 4" CONCRETE &LAB WITH W:RE MEeH
OR F:BER MEe14 AND 0 MILL '/16GlUEEN O',{ER
CLEAN COMPACT TERMITe TREATED WIL
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8" BLOCK WALL 13'0" iN ~E1GI-4T
PAiNTED BLOCK 11IALL
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MiNIMUM 12" BELOW 6RAoe
&TEM LUAL.!. NOTE. &TEMLUAU "'Elul-iT TO BE DETERMiNED
PER 11-IE OUJNER . CONTRACTCR TO FIT THE 61TE
(MAXIM..lM 4 EXPCe.ED COIJR6E& IN HEluHT IF MCRE
11-IAN 4 COURe.E& ARE NEEDED _ CONTACT ENuiNEER
PRIOR TO FOUNDATION POUR.
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FOOT,N6 REeAR ~
TYPICAL MONOLlT~IC FOOTER
ARKAY ENC,iN!7fR,NCa INC.
e' 0" BLOCK WALL DETAIL NOT TO 5CALE /o,,,,;cn'j1J:' ~
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FLCRIPA !.iC-e..6E Nl.iMBE.lQ .,"W..b
I H~RaY CERrIFYn.!~.i fl.F.6~ P'_AN6 AND e.PeCIFICA T1ON&
IJJA& PR~ARED ay ME ~;R. UNCr:.H MY O;~ECr 5l.JPER't'ie.!ON
ARE IN COMPLIANCE u;m~ rHE l'l..O,~ID^ ~II.DING CODE :-001
FOR :10 MPl-4 ( 3 6ECOND 6'J!,'" ) '.I.,N\) ZOl'>.E - 30 ~p~ FMTEe.T
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PG
1 OF 3
ARKA Y .. 02.04
'1""\,
311
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UP LIFT CONNECTION.6 FO~ MAWN.~Y WALL6
61MFWN 6T~ON6- TIE CONNECTlON6
ROOF '..PL,I'T6 OF 11O!:>-. AI-ID LE66 wU (I) 6,~Pe.cN HaT A2--4 WITI--< ('6) 'eD x I 1/2" NA'L6
61MPeoN &TRONG-TlE 6FR'JC!! - P,,,-!! - F,R LATERAl- l-eAv6
6Ee PAUE '23 CATALca C-2002 (l~3"W)
( 1 Pl.Y TR.J6& ) 1"1210 1"2 ..~~
ROOF UPLIFT& 01" 2~!O. AND lE6& Lie>E (1) elMPe.cN ~eT A2--4 UJlfI.< (21) lOD X I 112" ~IL&
elMPecN &TRONG-TIE
6E!! PAU!! '23 CATAlca C-2002 6PRUCE . PiNE . FiR LA TERAl.. LOAv&
(I)) . 'w )
( I PI. Y T~& ) 1"1 r10 1"2 111~!;
ROOF lJPLiFT& OF 3~~ AND LEe& ue.e (1) 61MPecN l"-aT UJlTI--< m) lOD x , In' NAlL& TO
CiiRDER AND ~/a' eOLr TO CONCR!!T!!
61MPecN 6TRONG-T;e NO LAT~RAL LOADe
eEe PAU!! 12-4 CATAl..ca C-2002
ROOF UPL'FT& 01" ~. AND L.E6& ue.e (1) 61MPeoN HelT-2 WITI--< (a) lOD x I 112" NAt!..&
TO CiIROER AND (v 3/4' eot..T& IN CONCRIHI! ( 2 Pl. Y CiiROERe )
61MPecN eTRONG-TII!
6EI! PAU!! 12-4 CATAl..ca C-2002 NO LATERAL LOAOa
ROCF WPl.,FT6 OF :O~:;O. OR LE66 r.&E (I) e,~pe.cN f4CsT-3 WITH (e) '00 ,I( 1 1/2" NA'...6
TO ~IRDER AND (V 3/-4' eot..T& IN CONCRETE ( 3 Pl. Y ~,ROER& )
61MPeoN &TRONG-TII!
.*E PAU!! 12-4 CATAl..ca C-2002 NO LATERAl.. LOADa
ROOF UPLif'T& OF ~SO. AND L.Ee& ue.e (1) &,MPe.oN HGIT.... UJlfI.< (16) lOD X I 112' NAIL!
TO ~IROER AND (V 31-4' eot..T& iN CONCRETE ( -4 PL Y ~;ROERe )
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ADDITION ROOF TRUee PLAN
1/411 = I' 011
TRUM M~FAC~E TO PROYIDe DOO..I/'1ENTe UJIT~ ENuiNEERim AND IRl.iPT DETAILe. IT UJilL BE THE
OW1>.ERe/CONTRACTORe REeRONeiBILITY TO OBTAiN TI-;Eee DOO~MENT& AT PERMtTTI~ ( IF REQU,RED)
FROM THE TRUee M>>IJFACn..RE.
REFER TO eIMPeG>N &TRONu T;E CO~NECTION a-lART PROYIDED ON DRAUJINUe AND T~ ENCsIt.EERIN~
DOO.JMENTATION FOR upl..lPTe AND uee PROPER ANCHeR FOR THee! CON1--iECTION&.
STUD e,P AC I NCs NO (2) 2 x -4 (2) 2 X -4 (2) 2 X b
L- 8RAC,NCs L-8RACiNCs L 8RACINCs i.. 8RAC,NCs L 8RACNCs
I~ ' 0'-0" TO 40" 4 -0' TO 8'0" 8'0"- 12'0" 12'0" TO ,~IOl1
.~
24" 0'-0' TO -40" 4'0' TO 1'0" 1'0" TO 10'0" 10'0" TO 14'0"
2 X4 OUTRICsGER5 AT 24' OC
CCl--.:-'ECT OUTRiCsCsER5 TO
GA8LE UJITH 51:---F5CN ~2,o L/R
OR EQUAL.
N01'E:
NO CROP CsA8LE ~EECED
WI-IEN OVERHANCs IS '2" OR
LE55
:'-'lAX. 24'1 OVERI--ANCs
BI-.CKNAIL UJI (2) 'bD NA1i..5
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WI (b) 'bD NAILS AT EACH El\D NAIL TO 2 X -4
PAINTED CONCRETE 6LOCK
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OF .LIEB LENCsTI-I ( 5EE TABLE A60',IE )
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STEP OO..LiN GABLE TRL55 WITH ONE LA'rER
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AT 24" OC.
EAeT ELEVATION
1/411 = 1'011
n-;e CLiENT UNPER&TANO& THAT n-;e OE6lUN!:R CARRIE.& NO l.'Ae'UTY JN6lJRANCe AND Tl-~EfCRE
MREE& TO ~ l-lAR~E6&. IOEMNIFY, AND OEfEND DE.&1<aNER FROM ALL CLAIM&, LC6&E6 AND
EXPEN6E& (rNClJ.JD1NCt REAe.oNAeLE ATTCRNI!'l' FEE&) ARl6;NG OJT OF OR RE.euLTING FROM THII
"'ROJECT. n-;e OE.6ICaNER WIU- IN ~ FAm~ ATTEK':>T TO F'ROVIOII ERRCR FREE OOM1RJCl1ON
ORAWll%&. aUT IN T\-lE EV'ENT El"ROR& Ot"--OJR n-;I OE.6k:'a~ UJIU- NOT ell 1.1AeL& FOR oo&T OF
REPAiR& CR DELAY TO T\-lli CCN&TR.JCTION
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2 X 4 NAILER A TT ACI-ED TO BOTTOM
CCRD CF CsABLE TRL55 AND COMMCN
TRUM UJIT~ 2 EAC~ 12t) COMMON NAiLS
A T EAC~ UFRICs~T MEMBER CF CsABLE
GABLE END BRACING DETAIL
ARKAl"B\<ir.,f::"tRINu INC.
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ftt/ ~ Jtj~1 ~
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FLO~\O.\ I.XENe,e NI.lM:3ER 3-1~%
I I-;ERBY CERTiFY TI-iA T ihF-e.e PLAl-ia .4.NP epee ,FICA TIONe
WAe PREPARED a~ 1'-'2 oCR t..t./PltR 11Y OiRECT e>I.JPERYlelON
ARE iN COMPLIANCE 'J/IT~ THe FLORlOA 6lJlLDlNU COOE 2001
FOR no MP~ ( 3 eEr--OND ~T ) .LIjND IO"'!! - ~ MPI--l FMTEeT
&PEED
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~EeT~OOM 181
COVER WALK 13~
TOTAL
FG
2 OF 3
ARKA Y · ~2dJ
311
GENERAL NOTE€>:
T\--;;.3 Bi,.;ILDN(;S fM3 BEE'N Di!e,!6~W TO COl'-.fCRl"1 TO Thl! FlCRIDA 6WLDiN6 cooe 2001.
.1.f<KAr EN(;s,~"EE:<IN(, INC, .~ ;:iS6;~lE.r~~D LiC!:.'t~EO, FlCR'DA FROFe6e>IONAL &TRUCTURAL
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n--E Bij'LD.N(;S ( iNCL!JD,N(;s :\LL CO;-.PO~ENT~ A~D CLAODiN6& eHALL ae DE6;6~ED FOR l14e
FOLLO.Ji~16 O~F E7~,l'-;PO*D LO~-\.Ca
FLOC:<3,
LIvE LOACo -.40 p.a.F.
CE..-\D LOACo -;0 P,o.i=.
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LIvE LO~"J:;o - W P,o.F.
CEAD LOACo -:.0 P,o.F.
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!.!.Ii~D,
LIvE LO~\C,a (fRI...M TOP CC~) - 20 P.&.F.
DEAD LOADo clf<IJM TOP COR-D) - 10 P.&.II. 1a P,&.P. ~EN TILe ROOF IN&TAUED
CEAD LO.6D (lR1le.o oorrOl1 CORD) - !O P.&.F.
.-\W.J/",ro TR~ ,:!-aF \J.:E16HT ( DEAD LOAD) -, P,&.P.
f31..J1LDiN6 ,0 DEe.i6~W TO CO~.;;:cRl"1 TO Aece 1-~, CHAPrER (>, PER PLORfDA aUlLDI~
coc!: 2001 e.ECTION ~(;'c6.t.1
l.!.IiND DE,31c.N .~)l.Jl-,PflON,~:
f31JllDiN6 EXPOCol...~E - a
aUlLDiN6 Il,PCRTANCE PACTCR . 1.0
l'1E..\N ROCF hE!GHT 1-0' OR LEM
H:!GI~r . EXPOOi....~e AOJAWE:1Ha COEFF1C:ENT . 1.0
ENCLCe.EO aWLDiNCs
iNtERNAL F:<EW.RE COEJ"F!CBiT - . I - O.la
e.;:c WiND WEW i~RMATICN &TATED ON PLANl!>
WIL 6eARINCs . COMPACTION:
n.;Ee.e PL-\Ne. ~E.RE CRA'.I.iN e~~ uPON AN AUOWAeLl! ~IL aEARlNe. CAPACITY OP
2000 P.~.F.( MiNIMtii1 ) l14i! CONTRACTOFVPROPERTY OWNER 1& RE6PON6!elJ! FOR "ER:FYi~
TH..\T THe WiL ON n.! 6ne 1& PROFERLY P~EPARED AND COMPACrED ~ THAT IT CAN
OI...F'PORT A 2000 P.l!>.P. FO...~DA nON LOADIN6
A.~KAY EN6iNEE..~lr-K. iNC: A RS6il!>TERED L!C&\6ED flORIDA PROFE6e>IONAL l!>TRUCruRAL
EN6IN~ERiN6 COMPANY: DE~16~ED Tl-+e6l! FOUNDATION& WITHOUT Y!&lTtN<::. l14E ~N&TRUCTION
ane NOR PERFCRMI~-K. ANY WIL TE6TiN6
ARKAY EN6iNEERi~ INC WAlL NOT a!! RE6PON&:eLe FOR l14E &lTE WIL AalLITY TO e-uFPORT
n.;e alJllDiN6 LOAV&
FOUNDATION. eLAe - ON- GRADE NOTEe
eulLDi~ e.ne e~ALl.. ee ecfV.PED TO ~EMo..(e ALL CR6ANIC MA rERIAL61.
ANY ADDITIONAL FlU PLACED ON Tl-lE f31J,LDI~ PAD AReA. 6HALL. ee COMPACTED
OIY-H THAT IT CAN ADEQ.lATB-Y OI...PPORT A 2000 P.6.F. FOUNDATION LOADi~. e.LAa
~~AlL al! PLACe OYER A (> MIL ',/'APCR eARR:ER ON CLEAN ADEQUATB-Y COMPACTED
AND tERMITE FO;e.oNED WfL
CONCRere UTIL'ZED IN THe FOUNDATION AND e.LAea eHALL HAve A MINiMIJM 2a DAY
COMF'REMIYE l!>TRENUTH OP ~~ P.&.F.
REiNfCRCiN6 aTEa ~AlL BI! URADI! 40 MINII'1.iM AND IDENTIFIED IN ACCORDANCe
WIl'l-i A6TM A -(>IS. LAP 6Pl.ICE6, \lJJ~ER!! REaUIRED WALl. ae A MJNIl-U1 OP ~~. FOR
*'S REeAR , 30' FOR '(> REeAR .~. FOR ., REeAR
PLANl!> ARe EN6iNEERED FOR A MAXIMUM &TEMWALL HEIGHT OF 4 C-OURU& ( APTER
FINAL 6l't1! c.RADtN<::.) TI-le CONTRACTOR OR OOIL.DINCt OWNER WALl. DI!TERMINEl fHl!
EXACT l!>TEl"WAU I-lElGHT aMI! UPON l!>tTI! CONOtT10N& PRIOR TO POJRI~ 1141! FOUNDATION
AND CONTACT ARKAY EN6jNEERi~ ~EN MORI! ~N 4 COUR61! ARI! REaUIRED
A FOUNDATION &...RYey 6~AU al! pERFORMED AND A COpy OF l14e &!RY!Y WAU ae ON 61Te
FOR THe eulLDINCs IN6PECTOR& U6E . OR ALl. PROPERTY MARKERl!> WALL ae !!XP06ED A~D A
l!>TR1~ l!>rRECTED FROM MARKER fO MARKER TO YERFIY REaUIRED 6eT eACK&
MAWNRY WAlL.e:
CONCRETE MAWNRY UNIT eHALL aE l--IOLLOW UNIT MA60NRY IN ACCORDANCI! Wtl'l-i A&TM C-~
AND WALl.. HAYE MiNIMUl1 P'M OP l~ P.&.!.
MORTAR WAU CONFORM TO A6TMe -210 AND WALl.. BI! EITHER T"TPE M OR l!>
RElNFCRCIN6 l!>TEB- WALL ae 6RADe 40 MINII'1.lM AND IDENTIFIED IN ACCORDANce
Wtl'l-i A6TMA-(>e. 1..AP 6PLICE& WERI! REaUi~EO WALL ee A MINIMJM OF ~s" FeR ~ REeAR
30' FOR '(> REeAR AND ~. rcR ., REeAR.
6ROUT FOR l14E POURED CElLa AND LINtB-l!> eHALL HAYI! A MAXlMJ/1 COUR61! A66RECsATI! l!>!ZI!
OF 3/&' PLACED AT a TO 11 I~ 6LUMP AND l-4AYI! A MINII"'U1 2a DAY COMF'RE6e>lve 6T'REN6l'l-i OP
2000 P,l!>.1. ( WHEN TEl!>TED PER A6TM c-IO,~ )
PROYfD! CLEAN OUT OPENIN66 ( t2 ea. IN. ) IN C8.J...& CONfAINI~ 6PI.!CED RElNFORCE/"1ENf. WHEN
Tl-+I! C:.ROUT POUR EXCEEDl!> ~ FeeT IN I-lEIGHT
ROOFING . FLAe~ING8:
RooFl~ &Y6TEM AND A..Ae..HI~ Al!> aTATED IN PLANe.. I'1Jl!>T CONFORM fO Cl-IAPTER .S OF THe F\..ORIDA
eulLDI~ COOE 2001. FlAe..I-IIN6 6PECIPlC 6ECT1ON !ec1.3.~ CONTRACTOR OR OUiNER HU&T PROViDe llJtTH
PLANl!> 6PECIF!C PROtXlCT INFORMATION DeTA!I.IN6 INl!>TALLATION OF PROtXlCT TO MEeT WIND DE616Nl!>
OF TH1& 6ET OF DRAllJl~l!>.
TIM6ER MA TERIAL8:
AU TiMeER& MA TERIAL& WALl.. ee A6 FOL.LOU!l!>:
LY\. BEAMl!> WALl. al! (1.~ MCALl.l&TER LY\. MATERIALl!> M>>k.l1ACTURED ay TRU6e> JOil!>T
MACMILLAN ( OR eauAU
LUMaER UTILIZED IN eoTTOM PLATE. TOP PLATEl!> ,POl!>T, aruoe.. PACK~ AND aE!AM&
WAU al! ~ 'fa.LOW PINI (OR aeTTER)
EXTERIOR AND INTERIOR LOAD aEARi~ aTUDl!> WALL alE ~ 6PRUCE ( OR aenER)
AU OTl-+ER l!>ruDl!> WALL aE '&TUO GRAD!!" 6PRUC! WACI! 16" OC. ALL 6Pl..ICE& AT
TOP PLATe I1I.l&T ae MINlM..lH 4'0' AND NA!LED 4" OC wtl'l-i t2D COMMON NAIL&
P6L P06T WALL. ae (I.el!) PARAU...AM PeL MATERIA!..& MANJFACl'IJRE& ay fRtJl!>e..JOI&T
MACMlUAN ( OR EQ.JAU. 6E1! POOT &JPPORT TAeLE FOR LOAD YALUEe...
EXTERIOR WALLl!> &HALl. ae CON&TRUCTED llJITH 112' PLYWOOD OR 1116' o.~.a. ( 1-M~ RATI~) NAILeD
LUlTH aD NAILl!> 6PACe AT 3' OC ALO~ ALL l-lORtZONTAt. J01NT& AND EOc.E6, 6' OC ALO~ ALL VERTICAL
JOINTl!> AND EDG:El!> AND 12" OC ALO~ AU INTERMEDIATe l!>TUDl!>
AT OPENI~& s'o' WID! OR LARC:.ER 6TRAP HE!ADER aeAM TO Tl-ll! HE!ADER &TUDl!> llJITH (V UW OR 61MPOON
Ll!>TA2" 6TRAP TIEe AT ~ END ~ HEADER al!AM. AN(:I-lOR eoTTOM OP HEADER l!>TUD& TO FOUNDATION
Wtl'l-i ue..p OR 61MPWN HTT16 TENe..ION TII!.
INrER10R l!>1'\JD lUALl.e TO aE 011 2 x 4 ~ 6PRUC! OR eeTTER 1lJll'l-i 6lN6l.1! 2 X" P.T.
PINe eorroM PLATE AND 61N6l.! 2 x 4 ., 6PRUC! TOP PLATI! Ulll'l-i 6TUOe WACED
MAXiMJM 2'" OC. WALLl!> TO HAye 112" 6YPeuM eoARD EACH &IDI!, LUll'l-i WALL6 AT
CsARMI! TO HAYI! MlNlM..IH R-ll 1Ne..ULAT10N
ANCl-lOR lIJOOD eMEAR WAUl!> 6!<:aMENT& TO FOUNDATION Ulll'l-i 61MPWN LTT208 TEN610N TIE AT EAa-4
END OF WALL ~MENT~ AND AT ANY WALL &!<:aMENT INTER6ECTION ( euILDIN6 CORNER&)
ANCl-lOR rRU6e> TO UJOOO BEARI~ LOCAT1ONl!> A6 FOL.I.OUJe...
RooII UPLIFTe OF 4s-&' AND LEM ue..! (I) UW RT3 OR &IMFWN H3 I-k.IRRICAN! TI!
FOR uPUISTl!> FROM 4!?(>' TO ~IO' ue..e (2) ue.p RT3 OR 61MPWN H3 l-JJRRlCAN!! TIE6
UPLIFT& FROM ~Il' UP TO 14~' uu A U6P HT'UJ20 OR e..IMPOON HT620 TlUl&T &rRAP
AL.L. PLUMBlNe.. E3.ECTRICAt. AND MEQU.NICAL R(;lIJC:.H IN& I1I.l&T ee COMPLIIT!, IN6PECTED AND APPROVED
PRIOR TO REaUE&T1~ l14e FRAMINe. IN6PECTION.
IF Dee..IRED, EaUlYALENT CONNECTORl!> MAD! ay ANOll4ER eupPLIER MAY eB ue..ED IN PLACI! OF 1141!
U6P OR l!>IMPWN CONNECfOR6 6HO.1IN
THE! CLIENT UNOf.R~TANO& THAT THE OE61U.'-lER CAARIE6 NO LiAa'UTY IN6URANCE! AND T"'f.Rerc~1!
AUREE6 TO HOlD HA~Hl..E66. IDCMNlI'Y, ANt> OEFENO DE6IUNER FROH AU. ct..AIH6, L066E6 AND
i:XPEN6E6 (INCLUDiNG ~!Ae<ONA6LE! AlTeR-Nay FEE6) AR!6iNG OUT OF O~ ~Ee.ut..TINao FROM THE
PROJECT. THE DE6KaNER WILL IN GOOD FAm~ ATTEMPT TO Pl'o<oYfOe ERRO~ F~EE COMTRJC11ON
DRAWlNG&, elJT iN THe EVENT E.RR0~6 OCOJR THE OE6Ka/\ER WILL NOT BE! L1A6LE! FOR ce>6T 011
~EPAjfi6 CR C-a.AY' TO THE CON6TRJeTION
&TEa. PLYCLiPl!>
2-4' OC
NAIL LUll'l-i &D R& NAIL&
)
.
801L. TERMITE T~eATMENT:
t
~
iNITIAL WIL POIWNlNe. TReATMENT 6HALL ae DON! APTER AU- exCAYATION
aACKFILl.INe. . COMPACTIN6 ARI COMPLI!TI (PER fee la!6.W
ANY WIL Dl&T\.lRaED APTER 1141! INIT1AL TRE!ATMENT !!>HALL ae ~! TReATED
( INCLUOINCt ANY eoXED OR FORMED ARE!A&) (PER Fee 181(>\.2.)
. J (>.
. 'J
6'
. .
eoXED AR!A6 IN l14e CONCReTI! e.LAa FOR iN& T AU..A TlON OF TRAPl!> l!>HALL al! MAD!
WIl'l-i PERMAHENT MeTAL OR PLA&TIC FORM&. P~MAMENT FORH& I'1.I&T ee ~ AN ADEGlUA T!
l!>!ZE . DEPl'l-i TO aIMlNAT! ANY DI&ruRaANCI! OF 114! WIL AFtER TI-ll! INITIAL TlQ.eATMENT
(PER Fee 1&1(>.1.3)
A MINIMJM (> MILL YAPOR eARRIER I1I.l&T ee IN&TALLED fO PROTECf A6AIN&T RAINFALL
DIl.UT10N IF RAINFALL OCCURl!> aeroRl! YAPOR eARRIER PLACEMENT, RI! TRE!ATMENT eHALL
aE REaUIRED (PER Fee 181(>.1.-4)
ALL eUlLDINCtl!> ARE! REaUIRED TO HAYI! A PRI! CON&TRUCTION TERMITe TREATMENT
(PER FeeI8!6.1.')
o
o
El
APTER ALL l1JORK 1& COMPLETe ANY LOO6l! lIJOOD AND FILL I'1.I&f a! ~EMO''''ED FROM
eEL.OUJ AND I!)ll'l-i IN 12' OP Tl-l! euILDI~. Tl-li& WAU INCLUDI! AU URADE l!>T AKE6 rue
TRAP eoXE&, rcRMl!>, WORINCt AND ANY OTl-lER CELLUl..O&1! CONT AININ6 MA TERIAL&
(PER fee 2303.1.3)
NO UJOOO yec.ETATlON. aTUMPl!>. CARDecARD, TRAe..H. erc. 6HAU BE elJRlED UJll'l-iJN IS' o'
OF ANY OOft..DINCt OR PROPOeED euWINe. (PER fee 23031.4)
ANY CONCReTl! OVER POUR MORTAR OR 6TUCCO MATERIALa ALONe. Tl-lE FOUNDATION PERIMETER
I'1.I&T ae REMOVED PRIOR TO exTERIOR WIL TREATMENT (PER Fee l&!6.1.S)
FL YWOOD NAIL FATTERN (ROOF)
PL YUJOOD NAILED A6 ~N 16 DE6fGNED TO WITI4 6T AND
MAXIMUM WIND LOAD RATING OF 130 MPH WITH FA6TE6T
eFEED OF 110
EXTERIOR WIL TREATMENT l'1J&T aE APPLIED LiNPER AU EXTERIOR CONCReTE OR C:.RADE
WIn4IN t2" 011 l14E &TRUCl'IJR! 61DI! WALLl!> (PER fee 1&1(>.1.60)
AN !!XTERIOR YERTICAL CHEMICAt. aARRIER eHALL. al! IN&TALl..ED APTER CON&TRUCT10N 16
COMPLET! ( INCLlJDINC:. I..ANOl!>CAPI~ AND iRR~flON.J ANY WIL DI6fURaED APTER THE
vERTICAL eARR:ER 1& APPLiED. WAU ae ~erRE!ATED (PER Fee 1&1(>.1.(>)
IRR16ATION 1 6PRINKLER 6Yl!>TEM& INCLLiDINCs ALL Ri6ERl!> AND 6PRAY HEADl!> &HALl.. NOT aE
IN&TAUED llJIfH 12" 011 THE 6UILDI~ 6!DBJJALLl!> (PER Fee 1~3.4.-4)
CONDEN&ATI! AND ROOf= DOWN 6POUT& DIl!>CHARG! AT LE!A&f 12' AU!AY FROM l14E euILDIN6
61DI! lUALL& (PER fee 003....4)
Tl-l! DIl!>TANCI! FROM Tl-+e EXTERIOR WAU COYERINCt ( exCEPTlON&, PAiNT AND DECORATIVE
CEMENTlTJ<:lU& FINI!!>H LEM THAN s/a' TH!CK ADH~ED DIRECn..y ONTO Tl-l! FOUNDAT1ON WALU
AND FINAL EAAl'l-i GRADe e&-IALJ.. NOT ee LEM THAN (>. TO ALl.OW FOR IN6PECTlON FOR RJfURE
TERMITE INFE&TATIONl!> (PER fee 1403.1.(>)
eECURING PREH.iNG TO 8lJCK &TRIP&
PER YOUR MANUFACnJRE& IN&TR\JCTION&
TO MeeT WIND LOAD& A."'lD COMPREe&ION&
RA TING& FOR YOUR JOB LOCA T!ON. ALL
AN04CR e.cRs..ue MOaT PENETRATE BLOCK
WALL A MINIMUM OF I 11"- AND T~ERE e~ALL
BE A MAXiMUM V4" epACE BEl'IJJEEN 8lJCK
AND DOOR JAMB
A · CERTIFICATE OF COMPLIANCE- WALL el! I66UED TO 1141! 6UILDINCt DEPARTMENT ay A LICEN6eD
PE&T CONTROl. COMPANY aEFORI! A · CERTIFICATe OP OCOJPANCY WILL Be I66UED. l14e CERTiFICArE
!!>HALL &TATI!. (PER Fee laIS.r.,)
ATTAC~ MINIMUM 3/4' P.T.8lJCK
&TRIP mAT 1& T\4E MINIMUM 'J.I1DT14
OF DOeR FRAME U&INC, .O~' X , 3.8"
T - NAIL& MAXIMUM 10" OC.
" Tl-ll! eulLDI~ l-4A& RECEIVED A COMPLETI! TREATMENT FOR l14E PREVENTION OF e.uaTERRA~eAN
TERMITEl!>. Tl-+! TREATMENT Il!> INACCORDANCE 11Itl'l-i Tl-+E RULE& AND l.AW& OP 1141! flORIDA DEPARTl""ENT
OF ACaRlCUL TURI! AND CON6IJMER& 6ERYlCE&
A PERMAMENT 616N THAT IDENTlPIEl!> l'l-il! TERMITI! r~eATMENT FROVIDER A~D NEED FOR Re IN6PECTION
AND TREATMENT CONTRACT RENBilAL WALL al! PROVIDED. l14E 61C:.N 6HALL aE POl!>TED NEAR THE llJAT~
HEATER OR a.ECTRICAL PANa. (PER Fee 104,2.(>)
T~ueeEe:
;P Tl-le CONTRACTOR, TRU6e> MANJFACTURS OR ANY Ol14ER DE616N FROFE6e>IONAL REVIe.E l14E
TRUe..6 l!>Y&TEH LAYOUT FROM THOU WOWN ON l14E61! PLAN& ARKAY ENc"JNEERIN6, iNC ;l!>
REaUIRED fO REVtau ALl. FINAL. CON&TRUeT1ON DOOJMENTl!> FOR COMPLIANCE WIl'l-i THE
DE61C:.N INTENT PRIOR fO COMMENCEMENT ~ Tl-l! PROJECT
UP LiFT CONNECTIONl!> FOR MA60NRY WALLl!>
CAULK DOeR FRAME PER YOUR
MANUFACTURE& RECOMMENDA T10N&
j
001
001
RooP uPLIFTl!> OP Ia~*' AND LE66 ue..! (I) 61MPWN HEfA24 llJlTH (\(>) IOD x 1 111' NAI!...l!>
RooP uPLIPT& OF 2310. AND LEM ue..e (I) 6lHPWN HHETA24 llJIl'l-i (21) 100 x 1112" NAIt...l!>
RooP uPLIFTl!> ~ 3%S. AND LEM ue..e (1) 6iHPWN HCtT llJIl'l-i (22) IOD x I V2. NA!Ll!> TO
61RDER AND ~/a' eot..T TO CONCRI!Te
RooP UPLIFTl!> OP lO~. AND LEM UU (1) 6lMPOON HCtT-2 WIl'l-i (8) 100 X I 111' NAILl!>
TO C:.IRDER AND (V 3/.... eot..Tl!> IN CONCReTE (2 PLY C:.I~DER& )
RooP UPLIFTl!> OP 1<>>30' OR LEM U6E (I) 61MPWN HCtT-3 Wtl'l-i (&) IOD x 1 111' NAILl!>
TO 61RDER AND l2) 3/.... eoLT& iN CONCRETE (3 PLY C:.;RDERl!> )
6L.OCK DOOR ATTAC~MENT DETAIL.
RooP UPLIFT& OP ~2SO*' AND LE66 ue.e (I) e.IMPWN HCtT-4 'JJtl'l-i C(>) 100 x I 111' NAILl!>
TO 61RDER AND (2) 3/.... eoLT6 IN CONCRETI! (4 PL Y C:.IRD~& )
EXTERIOR WlNDOW8 ~ DOOR8:
ALl.. EXTERIOR llJlNDOJ)& . GL.Ae..& DOOR6 OR BiTRANCE DOOR WALL Be TE&TED iN Ar."coRDANCE llJlTH
AN&I/AMMAlNti.WDA 10111&2 l!>TANDARD AND aEAR AN AMMA OR WDMA LAeEl IDENTlFYI~ TI-lE MANUPACTt..RE
PERFORMANCI! CHARACTER!l!>TIce.. AND APPROVED PRODUCT TE&TiNC:. ENTITY
AU HULLIONl!> AND ADJACENT DOOR;U)jM)OUl AMEMeLIE& WALL BE TE&T OR ENC:.INEERED TO TRANe.FER
lS TiME& 114! DE616N LOAD& TO l14E ROXsH OPENiNCt e.ue&TRATE
IN&TALL ALL WINDO\1!6 AND DOOR AMEMaLIEl!> PER Tl-lE MA~AC'\'1.JR1! ANCHORIN6 RECOMMENDATION6
fO ACHIEVE THI! DE6~ FRE66UREl!> 6PECIFIED
EL.ECTRICAL., PlUM6ING, C MEC~ANICAL.:
T1416 ROOF . ALL OF IT6 COMPONENT6 ARE
DEelGNED TO CONFORM TO eECTION IW6
OF TI4E 2001 FLORIDA BUILDING CODE6 FOR
WIND LOAD& 6TATED ON PLAN6
IN ACCORDANce UJlfH CHAPTER 411.003 (2) (I) OF THe FLORIDA ADMIN1&TRATIVe COOl!: ElECrRICAL
PLUMal~ AND MECHANICAL l!>Y&TEM& 6HALl. aE DE61C:.NED ay Tl-+! RE6PECTfYE CONTRACTOR TO
M,EeT AU AFPLICAeLE COOE&. THE E3.ECTRICAL, PLuHal~ AND MECHANICAL &Yl!>TEH& DRA!1JN l-<ERON
ARE aA6E uPON A DE6!6N FROVIDED ey Tl-+I! OUiNER TO ADDREM Hf&/I-lER REQUIREMENTl!>.
ALL B-ECrRICAt. OUTLeTl!> iN eAl'l-iRooM&. KITCHEN, (llJlf1..IlN 6' FeeT OR 6INK6), UARA6! AND AT
EXTERIOR LOCAT10Nt> 6l-lALl.. Be UJiRED INTO A 6ROUNO PAULT INTERRUPTER '6FI' CIRCUIT
I4,P . R'DGE CUT FROM
~ETRIC THREe T Aa eMl~LEl!>
FL.Ae..Hi~,
AU ELECTRICAL OJTLETt> iN aEDRooMO . FIXTIJRE& WALL aE WiRED INfO AN ARC~AUL T INTERRLoPTER
"API' CiRCUIT
&MOKe DI!TECTORl!> 6HALL aE PLACE IN EACH aEDRooM AND IN HALL 'llAY AREAa ADJACENT
fO aEDRooM AND Ol14ER LlYINe. AREA&
:,"
RoolI= TO llJALL
6ROUND llJiRI! FORM REeAR TO elECTRICAL PANB- PER N.E.C,
NAIL 6HlN6LEt> '.1JlTH 11 OR '2 GAUGE 6ALvANIZED NAILl!>
Wll14 3/a" DIA. HEADl!> ( (> REQlJIRED A6 6HOJJN H!C:.H WiND
AREAe..)
4' X s' AN6l.E 2(> GAI...iCII! 6ALYANtZfO METAL
RtoeeER YALLey FLAeI4I~ OVER TOP OR 12"
WIDE 2(> 6AlJGE CsALVANfZED METAL
8AFETY GLAZING:
ALl. NAILl!> MLl!>T PENE1RAre AT LEAaT 3/4' iNTO
THE IJJOOD DECK
l14e FOL.I.OUJI~ WALL al! CON61DEReD 6PECIFIC l-lAlARDOUO LOCATION FOR THe PlJRPOe.E OP
6lAllNe.
(U CtLAliNe. iN 6Wl~ DOORl!>, FIXED AND 6LIDI~ PANB- OP e.L.IDIN6 DOORl!>
AMEMeLIEl!>
(2) GlAZINCt IN DOORl!> AND ENCLO&!REl!> FeR I-lOT TUe&, WHiRLPOOt..&, &Al.lNA6. &TeAM
ROOMl!>, eAl'l-iTUea AND WO.lJER&. 6lAZ1N6 IN ANY PORTION OP A eulLDINCt WALl..
ENCLOl!>tNe. Tl-lE6! COMPARTMENTl!> WH~e 1141! eoTTOM EDG:E OP Tl-lE 6lAZI~ ,6 LEM
l'l-iAN 6-0' AeOYI! 114! DRAIN INLET
(3) CtLAZI~ IN INDIVIDUAL. FIXED OR OPERAeLe PANEl. ADJACENT A DOOR u.Jl..lERI!
THI! NI!ARE&T YERf!CAL EOc.E la WtfHIN A 2.... RADIU6 OF Tl-+! DOOR IN A CLOe..ED
P061TION AND WH061! eoTTOM EOc.E 1& LE66 THAN 6-0" AeOye 1141! FiNI!!>H FlOOR OR
WALK1~ &!RPACE
(4) GLAZINCt IN AN INDIViDUAL PIXED OR OPERAeLE PANEl.. OTl-lER THAN TI-lOe..1! LOCATIONl!>
DEl!>CR!aED IN ITEM& l2) AND (3) AeoYE . THAT MEeTa ALl. 011 1141! FOL.I.OWi~
(A) !XPoe..ED ARE!A OP AN INDIViDJAL PANE C:.~EATER THAN ~ ea. FT.
(a) eoTTOM EDG:I! LE66 f1..IAN 18' AaOYI! Tl-+E FlOOR
(C) TOP EDG! CaReATER THAN 36' AeoYE Tl-ll! flOOR
(D) ONe OR MORE UJALKrN6 euRFACEl!> llJll'l-ilN 3(>' I-lOR'ZONTALL Y
OP l14E PLANE OF n4e 6lAZ1~
NORMAL llJl~D AREAa
MAN&ARD OR H1614 WIND AREAa
MA TERIAL& 6PEC,F!CA TION&:
r~II'-rl'-r"'-~1 Ii'
?:
'n'
"ll
2"
!n!
UNDERLA'fMENT &HALL CONFORM TO A6TM D22(>, TYPE
1 OR AT6M 48(>~. TYPE I
FL.AWI~ FOR A6PHAL T eHIN6LEl!> WALL COMPLY IJJlTH
Fee IS01.3.~.
A6PHALT WIN6LEl!> WALL COMPLY fO AOTM Dns OR Al!>TM D34(>2
S' EXPoeuRE
S. EXPC&URE
(>" MIN
V AUEY UNER_
EXTRA NAIL
_....,A"('I"\~~
uW~
A6P1-1ALT PLA&TIC CEMENT
D~AFTeTOPPING:
IN 6lN6l.1! PAMIt... Y OWEU.IN6&, DRAFT6TOPPINCta e&-IALJ.. BI! PROYIDED ( PARAL.LB- TO Tl-+I! MAIN
FRAMl~ MEHBER&) IN F\..ooR I CEILI~ AMEMaLIE& 6EPARATI~ Ul!>EABL! 6PACE&. DRAISTaTOPPINe.
6l-IAU. al! CON6TRUCTED e.ucH THAT l'l-il! FlOOR 1 CEILINCs AUEHeLl!Y 1& aROKEN uP INTO TUJO OR MO~E
APPROXIMATED AREAa UJll'l-i NO AREA 6ReATER THAN ~ ea.FT.
C'(~
~.v~
ATTIC ACCE88:
ATTIC 6PACE& WALL Bl! PROYIDED Wll'l-i AN INTERIOR ACCE66 OPENIN6 NOT LE66 THAN
22'X36". ACCE&e.. OFENINc. eMAU.. es ACCe6e>leL! AND PROY!PI! lUIl'l-i A LID OR D&Y1C!
THAT 1& EA611..."( ~EMOYED OR OPENED. WHEN MECHANICAL EaUIFMENT I~ IN6TALLED IN
Tl-ll! ATTIC, If WALL as INl!>TALLED IN ACCCRDANCE WIl'l-i MECHANJCAL COOl!.
ACCE66 1& NOT REaUIRJ:D UJJ4EN 1141! CLE!AR HEIGHT OF THI! ATT!C WACE ,M!AeURED
AT l14E RooP PeAK 1& LE66 THAN 2"'.
CENTER L1NI!
GIAIFI AeF~ALT e~INGLE DETAIL
[Jo
ELECTRICAL LEGEND
diD
1;
OOY
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110 Y
~OUNO FAULT
RECEPTACLE
euJ1TCI4
<t.b 110 Y
WP
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110 Y
WA TERPROOF
OUTLET
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[IOY LIGHT
CAN 8E CE'L1N~
OR WALL (T"rP)
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DETECTOR
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ADDITION ELECTRICAL
PLAN
1/4" :I I' 0"
ELECTRICAL CONTRACTOR TO YERIFY EXI6TING
ELECTRICAL eERYICE CAN I4ANDLE ADDITIONAL
LOAD FROM RENOV A TION6
, .'
.' ,
e.1~F60N i""e~A3,56/IU!!>" i--IANGER
CR eO..!AL FILL ALL NA'L HOLEe
TO eEAM 1,1JiT'i--I 100 :.< 1 In' TYPICAL
TRt..e.e NAlla
1'1.+- A)o1 ANCHC~ eoLT !!> S,,~" FROH CFJ~ptJE
c;F eLOCK ll!ALL .lJITI-l H,N. 6" ;:1"'eWOED .
,N Y.)OO F61 CONC."I!TE c.RO'JT
FILLED CELL cTYP)
a" CMU WI Y.)OO pel
CONe' L,NTel WI
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eL 2 :.< '2 ~ p,l'--E eeAM '.iJITf.lOl\E
LAYER In" COX ,N CENTER'
,li
8M/WALL CONN
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FlORIOA L1CEt~~e "!UMa~R lY~
I HERay CERTIFY TH.4Jf'i~~!! PLANt> A~~ 6PECiPICATIONl!>
WA& PREPARED ay HI! CR UNDER H"r D~,ECT eupERYI610N
ARI! IN COMPLIANce '.lJtTH fW: r-l_O~'DA 6U1LD1N6 cooe 2001
FOR 110 MF'H ( 3 e.ECOND GUaT ) WIND ZON.! - ~ MF'I-l FA6TE6T
6PEED
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13
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RE8TROOM tal
COVER WALK 13~
TOTAL
311
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