HomeMy WebLinkAboutBIN A-6 PERMIT 3953
1/:t CDX OR 1/1~" 0~6 ROOF ~~eATHINc:.
NAILED ~" OC ON ALl. EO<:#E6 AND IN THE
FIELD LUIT~ aD NAll.e, uee eTEEl. PI. YCl.lPe
AND .1& FELT LUlm e~INc;,I.Ee, RIDc;,e VENT
Ae REQUIRED
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POURI:O IN LlNra A r ALl. TRuee 6eARINc:.
LOCA TIONe EXCEPT Ae NOTED ON TRUe6
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ALUMINUM eOFFIT AND FAcelA
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MAeONRY elLLe
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PROJECT. THE DEelGNER WILL. IN GlOOD FAITl-l ATTEMPT TO PROViDE ERROR FREE CONe.TRUCTION
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RICI-lARD L KIDDlrr P.l:.
FLOR!DA I..ICENe.e NUMBER )12~~
I ~ERaY CERTIFT' TJ..lAl T~Ee.l:: PI..AN& AND e,PECIFICATION&
WAe PRl:PARro BY Me OR UNDER MY DIRECT eUPE!<vlelON
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RIDGE VENT
121 O~
12" 014
RIDGE VENT
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.
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. . . . . . . . . ., . . . . . . . . . . . . . . . .
If II II II II II II II II II
. . . -DECORATIVE CEMENTITOU5 FINISH .. .. . . . .
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DECORATIYE CEMENTITOU8 FINle14
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FRONT ELEVATION 1/4" = 1'0" (6)
FRONT ELEVATION 1/411::: 1'011 (A)
RIOOE VENT
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. .. .. .. .
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. . . . . . . .
. . I IJ II II II II II II II II II ~ - ~ _:-
. . -DECORATIYE CEMENTITOU8 FINle14 .. .. . . . .
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FRONT ELEVATION 1/4":: 1'0" (C)
RIDGE VENT
RIOOE VENT
. . .
" .
to to to to .. .. . .. .. .. .. .
to. .. ... .. to to .. .." .. ." ." ." ... ." .." ... .... .... .." ... ."
.. . .. . . . .. .. . ..
to .. .. to .. .. . .. .. . .. ..
1210H
12" OH
.. . . .. .. .. .. .. .. .. . ..
16" 01-1
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.............."......".. "0......""..............."....
. . . . . . . . . . . . " ~ . . . . . . . . . . . . . . .
::::::::::::: ~:::::::::::::::.
.." ... ... . to .. .. .." .... .." ... ." .. .' .., ""
. . .' ." ." ." ... ." ." .' .." ." ." ." .'
.: :": :': :': :': :': :': :": :': :8:': :': :': :"::" .. .. .: :': :': :': :': :': :': :': :': :': :': :': :': :': :':
,fI .. .. .. .. .' .. .. .. .' ~ .' .. .. .. . . .. .' ., .. .. .. .. .. .. .. .. .' .. ..
.. .. " .. .. .. " to
to .. .. to .. . .. .
f/
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DO
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.. " to . . .. " .. to " . . . . " .. .. .. " .. .. " " .. . " .. .. . ..
. . .. .. . .. .. .. .. . .. .. .. .. .. .. . " .. .. .. .. .. .. to .. .. . .. .. .
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... ... .... .... .... ... ... ... ".. .." .." ... ... ... ".. ... ... ....
~
. .. .. . .. . . . .. .. .
... ... ." .... ... ." .." .... ....
.. . .. ..
to .. .. .. .. .. .. .. .. .. . .. . .. . .. .. .. .. .. .. .. . .. . .. .. .. ..
.. .. .. .. .. .. . .. .. .. .. . .. . . .. .. .. . .. .. .. .. .. . . .. . . .. ..
. . . . . . . . . . . . 'DECORATivE CEMENTlToU5 FINIS14' . . .
.. .. .. .. .. .. .. .. .. .. .. .. DECORATIVE' CEMENTlr0u5' FINlel-1' .. .. .. " .. .. ..
. ....."........."...
- - -'- - -"~- - :".- _.:.- - -'- - -'-- - :...- _.:. - - -'- - -'-- - :...- -.:. - - -'- - -'-- _:..- _.:. - - -'- - -'~- _:..- _.:. - - -'-1_:_
.. . .. .. . .. " " .. " .. . . ..
-----------------------------------------------
. .. .. .. . " ..
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LEFT ELEV A TJON 1/4":: 1'0"
RIGJ-tT ELEVATION 1/4":: 1'0"
RIDGE VENT
- - . - - ~- - -
- .
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f/ . . . . . . , , . . . , . , , , , . , , r . . . . .
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At:(,KAY ENClINe:ER.lNCI INC.
&TRUCTURAI.. ENGINEER&
REAR ELEV A TION
1/4" =
RICI-lARD L. KIDDE'( P.E.
FLORIDA l..ICEN6E NUM6ER. 3'~e.
I HEt:(,6Y CERTIF'T' Tl-lAT TI-lE6E PLAN& AND 6PECIF{CATION&
WA& PI<EPAREO 6'( ME OR UNDER H,( Dll<ECT &UPEF'lvl&ION
ARE IN COMPLIANCE llJlTI-l THE FLORIDA eUII.DINCI CODE 2001
FOR 110 HPH ( 3 &ECOND c:;,uer ) WINO ZONE - <:\0 HPI-l MaTEeT
&P~
1'0"
mE CLIENT LJNDER5TANOS mAT THe Dl:6ICioNER CARRIE6 NO LIA61L1iY IN6URANCE ANO THl:f<EfORe
ACoREE5 TO HOLD HARMLE5e, IOEMNIi"Y, AND DEFEND DE61Ci1NER F'ROM AU.. CLAIM5, 1..066E5 AND
EXPENeEe riNCLUDINCio ReAaONAeLe: ATTORNEY FEEe; ARlelNa OUT OF OR REeul.TINa Ff<OM THE
PROJECT. n.l!: DE5IUNER WILL IN CoOOD FAITI-i ATTSMPT TO PROVIDe: ERROR Ff<Ee: CONStRUCTION
DRAWINGe, BUT IN T\-4E EVENT Ef<RORe OCCUR T\-4E DEelCioNER WILL. NOT SE L.rA6LE FOR coer OF
REPAIR8 OR OS-A..,.. TO THE CON8TRUCTION
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LIVING 1331
.m,tii~ta~~. "lqQ
ENTRY 62
TOTAL 1832
PGJ
2 OF ~
\.~
A~KAY .. 7301
LINTEL LOAD CHART ( I~" DEEP eeCTION )
CLEAR e.PAN CONCRETE U LINTEL "POW!::R ~ aT!:a "POWER" &TEE=J..
aox LINT fa
I' - {," 4~!)1 PLF ( UNFILLW ) 1010 PLF 1.-2 ~e~~ PI.F
2' - 2" 343& PLF ( UNFILLl:D ) ~626 PLF L-2 ~e30 PLF
2' - a" 2m PL.F ( UNFILLED ) !7~~ PLF L.-2 5>'49 PLF
3' - 2" 2332 PLF ( UNFiLlED ) 45>Oa PLF L.-2 4eo13 PI.F
4' - 0" 183& PLF ( UNFILLl:D ) 3&3& PLF L-2 3eo~~ PLF
4' - {," 1624 PLF ( UNl=ILLED ) 31M PI.l= L-2 328a PLF
!':>' - 2" 213~ PLF .. 214~ PLF L-2 .. 2864 PLF ..
eo' - 2" 1211 PLF .. me PLF L-2 .. 2400 PLF ..
" - 0" l~a1 PL.F .. 202S PI.F 1.-2 .. 2114 PLF ..
e' - 0" 1113 PLF .. 11~e PLF L.-2 .. 2113 PL.F ..
~' - 2" 14e~ PLF .. 1&4S PLF 1..-2 .. l~a4 PLF ..
10' - 0" 13S4 PLF .. 1414 PLF 1..-2 .. lel~ PLF ..
10' - a" 1211 P L.F .. 132!7 PLF L-2 .. 1110 PLF ..
II' - 2" 1200 PLF .. 12W PLF L-2 .. 16~ PLF ..
Ii - 0" 1I0~ PLF .. 1I1e PLF L-2 .. ISIS PLF ..
Ii - e" 1044 PLF .. 1I1~ PLF 1..-2 .. 143~ PLF ..
13' - 4" 13~a PLF Of P 13a, PLF L.-2 .. eL - I 1364 PLF .f
14' _ 0" 1321 PLF If P 1321 PLF L-2 .. eoL - 1 12~~ PLF If
1~' - 0" 1152 PLF If P 1048 PLF L-2 .. eoL - I 1131 PLF ..
la' - 0" 101~ PLF If P a2a PLF 1..-2 .. e.L - I ~{'O PLF If
Ie' - a" ~11 PLF ff P 110 PLF L-2 .f e.L . 1 e~3 PLF ..
20' .0" a1~ PLl= .. P ~2~ PLF 1..-2 If e.L - I 184 PLF ..
n' - a" 1M PLF .. P 523 PLF L-2 " e.L - I ~o{, PLF If
.. - D!::NOtEe. II!; REeAR >< CONT. PLACW IN 60tTOM COURe.E AND
1{," DEEP BEAM POURED &OLID WitH 2S00 Pe-l CONCREtE.
Of P - D!::NOtE& PRE &i1<EMED U LINtEL WITH liS REeAR >< CONT.
PLACED IN 60ttoM COURe.E 4 I{''' DEEP 6EAM POURED eOLID
Wlr\.l 2500 Peol CONCREte
.. & - DI:NOtE& IN 60tTOM COURe.E i ((,) - & / I~" e.Moon~ &TIRRUP&
AT a" OC AT EACI4 !::ND IN A I~" DEEP 6EAM POURED ooLID
WITI4 2S00 pel CONCRETE
!-lORIZONT AL. L.INTEL. i!; REBAR
2!;"-.J
1< :::-'"]
'<::.to-,',.,::
~I
!-lOOK LAP& MINIMUM
10" WITl-l :2 TIE&
FOOtER i& REBAR
ROD Cl-lAIRe
#"
1<: 2!; :::>j
REBAR LAP DET AILe
i
a" x a" x I~" KNOCK OUT BLOCK
TOP COAR5e LlJITI-1 1 *S 1-10RltONT AL
REBAR TIED TO ALL VERTICAL RODe
a"
~~/
...........
. ' .
'~
SOX eTEEL L1NTEL5 OVER ALL WINDOW
AND DOOR OFENINGl5, NO is REBAR
REQUIRED ON BEAMe UfO TO 24'011
LlJITI-1 NO MORe T~AN ~0~LB5 fOLF
OPTIONAL POWER eox LINTEL DErAIL
i
a" x a" x I~" KNOCK OUT 6LOCK
TOP COARee WIT~ 1 is ~ORIZONT AL
RE6AR TIED TO ALL VERTICAL RODe
all
~~/
..........
. ' .
'A()
all x a'l x l~" KNOCK OUT 6LOCK
OVER POLlJER eTEEL L1NTEL5, WIT~
I EACH to RE6AR IN TI-I15 COAR5E
WHEN ePAN OF LINTEL Ie OVER 12'4"
OPT!ONAL POWl::R 6TEl::L LINTEL Ot::T AIL
i
a" x a" x 1~i1 KNOCK OUT BLOCK
TOP COAR6E LlJITI-1 I is HORIZONTAL
REBAR TIED TO ALL VERTICAl.. RODe
~.j/
. ' 4
'~
~-
a" PRECAeT LINTEL BLOCK
OVER ALL OPENINGe. 1 EACH
is REBAR IN TI-115 COARee WHEN
6PAN OF LINTEL OVER S'2"
OPTIONAL 5r ANDARD PRECA5r DETAIL
INT etuD WALL.
P.T. PLAlt: ANC~OREO
Will-! aoLle AT 2411 O.C.
4" CONCRCtt: eLA6
MIN. 2000 pel
OYER TReA lEED
COMPAClt:D I=ILL
E:>XE:> 10/10 UJU.lM
(OR l:QUAU
1..S REeAR
ON C~AIRe
411
/
/
/
/
_________4
o
IZIl
,.1..
a'l
~
D6L 2 >< 12 Ii2 PINE 6EAM
WITH ONe LA YE:R In" PL. Y
U!OOP IN CENtER
~IMPeON 145T A20 OR EGUAI-
POURED IN TOP OF aL.OCK
COLUMN TO e.E:CURE 6eAM
TO COLUMN, FILl- ALL. NAIL
HOLEe Wttl4 120 COMMON
NAILe
12" ROUND 6LOCK COLUMN
t.Uifl4 I I!; F<~AR POURl:D
IN CENtER FROH PAD eaow
~
\'2" X 24" >< 24" PAD lUlTl-l 3 EACI4
.S REeAR EACI4 DIRECTION
0>
24"
NON LOAD eEARIN~ ~ARA6E ~OOTIN~
&tRAP ALL tRUMEe to llJOOD
agAM OOING 1 EACI4 ~IMPeON
Hl0 CLIP PER iRuee
12" ROUND BLOCK COLUMN DEl AIL
THE CLIENT UNPER5TAN05 T~AT T~e OE51GoNER CARRIE5 NO LIABILITY IN5URANce AND T~EREFORE
AGoREE5 TO /-jOLD HARMLE!5, lOEMNIFY, AND OEFJ:ND PEelGoNER FROM All CLAIM&, LoeeEe ANP
EXPENe.ee (lNCLUDINGo REAe.ONAeLe ATTORNeY FEE!?;) ARlelNGo OUT OF OR REe.uLTING FROM THe
PROJECT, iHE DE51GoNER WILL. IN "'OOD FAIT~ AtTEMPT TO PROVIDE ERROR i=REE CON8iRUCTION
DRA!lJINc;,5, BUT iN THE EVENT ERROR! OCCUR THE oeelGoI';ER WILL NOT BE LIABLE FOR coeT Of'
REFAIRe. OR DELAY TO THE CONeTRUCTION
"t
~
GlAAAGE l!>I..Aa MINIMUM
4' BELOW l-lOUee eLAa
1~ 0 X 1 0 GARAGe DOOR
20' 011
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.1
21 011 :
I
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,--...--,
.
12' >< 12' aLOCK COLUMN
. "0' WITI1 12' X 24" X 24'
PAD llJtTf-l (3) .S R~AR
EACI1 WAY
_oJ
. .
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ala
I
II'
"
Sl411 e1o"
",II'
"'
481 e"
oprlONAL ENTRY FOUNDA rlON PLAN
. .
3& eH EGREeeJ
S14"
IS'411
1/4"
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-
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I~' el'
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NON LOAD BEARING MONO
GlARAGoE eTE? FOOTiNG
"t
~
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GlARAGoE e.LAa MINIMUM
4' BELOW l-lOUee 5LAB
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l~ 0 X 1 0 GA GE DOOR
20' 011
48' 8"
12' 811
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.
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l-lOUee FINlel1 FLOOR
NON LOAD BEARING eLAa eoGoe
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.5 VERTICAl. RODe. FROM
FOOTINGe. TO BONO BEAM
Aeove
1314" 1;14"
AL.L FixtuRe LOCATION~ Muer Be VERII=It:D FROM FLOOR PLAN
AND Ie THe REepON&IBILITY 01= PLUMBING CONTRACTOR 10 pL.ACe
FlxtuREe IN CORRt:CT LOCATION. PLUMBING DRAIN LINE& ARe NOT A
&TRUCTURAL PART OF DRAWINGe AND MAY VARY IN t=IELD WITl-lOUT
APPROVAL FROM t:NGINEt:R 01= RECORD.
2& 61-1 EGF<E 6
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481811
FOUNDATION 4 PLUMBING PLAN
1/4"
-
-
110"
,>
ARKA.,.. ENGINEERINa INC.
eTl<UCTURAI.. ENGINEER&
RIC~AFCD L. KIPPEY P.E.
FLORIDA LICENeS NUMeER ~,~~
I HERe.,.. CERTIFY TI-IAT THEe!: PLANe AND ~PECIFICATION5
WAe PR!;.PARl:D 8Y ME OR UNDER MY DIReCT eUPERVI610N
ARE IN COMPLIANCE Wltl4 THE FLORIDA eUlLDING CODE 2001
~R 110 HPI4 ( 3 eeCOND ",ueT ) WIND ZONe. w HPI4 l=feTe&r
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LIVING 1331
~r,:l':RA~E ~~,2,3
ENrrF<Y tb2
TOTAL
1832
FG
:3 OF ~
ARKA'Y .. 73~('(
I
4al all
2 X 4 NAIlJ~Re i'YP
@
// ", 11<
4' P
/ "- IN
'\ I
/ "-
// "-
a'
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/ 7 "
/ "
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,
/ 2 X a i2 yaLOUJ PINE / r
RIDGE BEAM TYP. @
1/ 2a' 011 MAX ~
!::NO NOT I::XF'OeEO TO UJIND ,
COMMON 11<ue&
I--
I--
I--
I--
I--
I--
I--
II
U&~C& 6a..OW &Hl:A THED
~fO~ TO vA1.1.ey I=RAMING
&tAU..ATION
11I:111
-
-
-
-
-
-
-
-
-
IIII
1I1I IIII~III II11II11 I I
~ i2 Y~LLOW PINE
1.1.l:Y l=RAM1NG TYP.
~
1=
-
8t=
~g
I--
I--
2 X a *2 YELLOUJ F'INE
RIDGE BEAM TYP.
elMPeON H3 l=RAMING
r-- ANCHOR TYP.
II
I--
I--
I--
I--
I--
I--
I--
I--
I--
I--
ru
rr 1I
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( t7.)(
~1-=7
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I--
l-
I...-
i--
l-
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l...-
I-
/"
/ I\..
'1"
""
'1"
ute (1) 6,MP60N HETA20 MRAP
At EACH 6101: OF rR~ At nile,
LOCATION POUREO IN eOND eEAM.
Flu.. ALL. NAIl.. HOLe! WlTI-l 100 X I In'
NAIL6
~
,
~\
--r-----~
GIROE~ i ~- /
,..._"" ""
..
4- I~D TOE NAILe tt
RIDGE BOARD END
CONT. 2 X 4 NAILER iYP
2- I6-D NAILe PER TRUee
2 X 4 VERtICA1. eCAa it 4a" OC
MAX CONN. UJI 4 I6>D NAIL& tt
TOP . uep Rt3 OR elMPWN 4-+3
I-IUr<R CLIP A r eOtTOM
, \1=-
\.::::::
. I--
I--
I--
I--
2 X a i2 yaLOUJ PIN!:
RIDGE e!::AM typo
BE:VEL CUT
TYP
V,7ZZZ/J.
~'i" 11'0'1/
: " 1 I ii :
': ~- __J :' . /I
l ).~--.,--- -.,-.---..... /!
~R 'ANbL~UNI~ /l
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._~__~__t _c__c__tJ
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4.11::u:
upe R13 OR elMPOON
H3 I-IURR 5'tRAP 4all OC
typo
2 X b "2 YELLOW PINE
RAl=t~ fI 24" OC
I--
~-
---c u-- -----
\(R
~
---~
2 X 4 CONT
UP& ~t3 O~ elMPeON
H3 HURl< &TRAP l:ACH
!::ND
I--
l-
I--
tii
~I'
I--
tii
6t::CTION IIAII - IIA"
~
l-
I-
l-
I-
I--
l...-
I-
i--
ue.e (\) 6IMP60N I..no CLIP AT
ALL. TRU66 TO WOOD eEAM
LOCATION6, Flu.. ALL. NAILa
HOLE6 UJITH IODX1 V2. NA!L6
upe RT3 OR elMF'eoN
1-13 4-+URR eiRAp fI 4&u
OC TYp.
=
l-
I-
I--
l-
I--
I---
t;w
ROOF VALLEY DErAIL.
GAelE END iRU6&
TYPICAL CONV t:=RAME VALL.EY DerAIL.
ALL CONNt=CTORe ON VAlL!:Y FRAMING Dt:tAIL
l-lAVE 6EEN REVletUW AND elZED l=OR COM61NE
UPLIFT, eHl::AI< AND LAtERAL 1.0AD&
2010"
1314"
~ ,
48' a"
erUD e.PACINC: NO (2)2X4 (2) 2 X 4 (2):2XQ
L- BRACING L-BRACINc;, L BRACIN< L BRACINC L- 6RACiNa
IQ" 0'_0" TO 4'~' 4'-~" TO a' p" a'o"- 12'e I \:2'0" TO IQ'O"
24" 0'-0" TO 4'( " 4'0" TO l'e; , 1'0" TO 10' D" 10'0" TO 14'0"
ROOF TRU66
1/4" :: 1'0"
PLAN
ELGi.V A rlON A
erup e.PACING NO (2)2X4 (2) 2 X 4 ('2) :2 X 6>
l- BRACING L-BRACING L BRACIN< L BRACINa L 6RACiNG
16" 0'-0" TO 4!~" 4'-~" TO 8' 011 8'0"- \2'0" 12'011 TO 16>'0"
24" 0'-0" TO 4'C I 4'0" TO ,', " ,'0. TO 10"" 10'0" TO 14'0"
2 X4 OUTRIGGt=:Re, AT 24" OC
CONNECT OUTRIGGERS TO
GABLE WITI-l e.IMP60N 1-l2.!; L/
OR EQUAL
NOTE,
NO DROP GA6lE NEEDED
WHEN OVERI-lANG 16 1211 OR
LE66
.IIL" BRACING TO EXTEND AT LEAeT ~O %
OF UJE6 LENGTH ( eEE TABLE A60VE )
~
BACKNAIL WI (2) I6-D NAIL
"
en:El. PL YCLIPe
MAX. 24" OVERI-lANG
NorE, NO l.. eRACING REQUIRe:D ij)I-4EN
PEAK OF GAeLE I~ 4'0' OR LE5~
NAIL lUlTH aD ~& NAIL&
t .)
. :J6'
24" OC
NorE, NO L. eRACING REQUIRED WI-4EN
PEAK OF GAeLS Ie 4'0" OR LE5e
t
:2 X 4 WEB BLOCKS NA!lED IN BETWEEN
UJEBS WITI-l (2) IbO NAILe EACI-l END WI (6)
160 NAIL6 AT EACI-l END NAIL TO 2 X 4
-:
"L" BRACING TO EXTEND AT LEAeT W % ~
OF WEB LENGTI-l ( 6EE TABLE ABOVE) ~
BACKNAll WI (2) 16>D NAil
MiX. 12" OVER~::O" "'PGASk' HMO .,n< ONE lAY'~
/ 1/2" COX 5HEAfI.11NG OR 1/16' oe.a NAILED
4" oc WtTI-l e,D COMMON NAILe
Toe NAIL. JACK TRue-a TO wee
IN TRU~ WITH (3) IbO COMMON
NAU
:2 X 4 ANc;,lE BRACING AT 48" OC ALONG
GABLE END NAil END6 TO :2 X 4 BLOCK I
WEB BLOCKING WITI-l (2) I6-D TOE NAilS
STEP POWN GABLE TRUe,e WITH ONt: LAYER
112" CDX 6>I-IEATI-lING OR 1/16>'1 oee NAilED
4" OC WITH aD COMMON NAILe
\~ A1TACI--l eonOM CORD OF GAeLS rRu~e
TO 2 X 6> PLATE WITl-l 16>0 NAI1.e 611 OC
ueE (j) 51MP50N l-4eTA20 TRU5e erRAP
POUReD IN LINra AT ALL rRu~e eEARING
L.OCA TIONe E:XCEF'T Ae NorED ON TRuee
PLAN. FIll.. ALL. NAILe i-:OLE& UJITI--l lOP X
I 112" NAIL6
2 X 4 wEB BlOCKe NAILED IN Bt::TWEEN
WEBe UJITl-l m 16>0 NAlle EACH END
WI (6) l~p NAILe AT EACl-l END NAIL
TO 2 X 4
MIN 2 X 6> P.T. PLATE WITH
1/2" X a" ANCl-lOR 601. Te
AT 24" OC.
2 X 4 ANGLE BRACING AT 4811 OC ALONG
GAeLE END NAil END& TO 2 X 4 6l0CKIN
WEe 6l0CKINa U.lITl-l (2) IQP TOE NAIL5
\/2" GypeUM WALL BOARD
2 X 4 NAILER A TT ACI-lED TO eOTTOM
CORD OF GABLE TRU6e AND COMMON
TRuoo WITl-l 2 gACl-l I~D COI""IMOl'i NAll&
AT EACl-l UPRIGHT MeMeER 01= GAeLe
{
, r
1/2" GYP&UM WALL eOA~D
2 X 4 NAIL..E~ AtTACH!:D TO 60TTOM
CORD 01= GABL!:: TRUee AND COMMON
TRUe& UJITl-l 2 EACH 120 COMMON NAIL&
A T EAC~ UPRlal-lT MI:MBI:R OF aA6L..E
Fi. YlUOOD NAIL PATTERN (ROOF)
PL. YWOOD NAILl:D A6 6HOWN Ie DE6IClNt:.D to
WITI-4 6r AND MA><IMUM WIND LOAD RA TINe:, 01=
130 MP~
GABLE END BRACING DETAIL
60eTON ~IP GAeL!:: END E3RACING DETAIL
THE CLIENT UNDt=l'<~TAN~ THAT THE DE~IC,~ER CAl'<l'<IE~ NO L.IA6IUry INe.uRANce AND THEREFOf<E
AGRe:E5 TO HOLD HARMLEM, IDEMNIFY, AND DEFEND 0e:5IGNER FROM All.. CLAIM5, LOe.6Ee AND
gXPENoEe (INCLUDING REA~ONAeLE ATTORNSY FEEe) ARlelNG OUT OF OR REe.uLrING FROM THE
PRO.JECr, THE OEelc,NER WILl. IN c;.OOD FAITH ATTeMPT TO PROVIDe ERROR FREE CONeTRJCrlON
DRA'l)ING5, eUT IN THE EVENT ERRORe OCCUR THE DEelCirNER WILl. NOT ee LlAeL.l: FOR coeT OF
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RIC~ARD L. KIDDEY P,E.
FLORIDA LICEN6e NUMBER 3':2~~
IHERey CERTlrY T~AT TI4l:&E PLANe AND 6PECIF1CATION&
lUA& PREPARED BY Me O~ UNDER MY DIRECT 5UPERVl510N
ARe IN COMPLIANCE WITH THe FLO~IDA eUIWING CODe 2001
FO~ 110 MPH ( 3 6eCOND Guer ) WIND ZONe - ~O MPH FAeTe&r
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2002 National Electrical Code
q:p
406.8(B)(1) - Receptacles in Wet Locations
210.52(E) - Outside Receptacle Placement
210.52(A)(1) - Dwelling Unit Receptacle Outlets - Spacing
~__ __--4-
'-- ---
---- - -- - - - - - ------...
210.11(C)(3) - Bathroom Branch Circuits
MEC~ANICAL PLAN
1/4"
1/4"
110'
210.12(B) - Dwelling Unit Bedrooms - AFCI Protection
110"
ELECTRICAL PLAN
-
-
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MECl-IANICAL. CONTRACTOR TO PRoviDE A ReTURN AIR
GRILL FOR ALL. ROOM& Tl-lAT l-IAVE A UN6AL.ANCED AIR
FLOUJ PER F,M.C. ~OL4 0'~~~:J'f.~6'
MECHANICAl.. CONTRACTOR TO YERIFY ALl. DUCT
AND UNIT f;lle. THe Ml:CHANICAL DRALUING& ARE
NOT A f;TRUCTURAl.. PART OF DRAI'uINGe AND MAY
v ARY IN FIS-D WITHOUT APPROY Al.. FROM s-l61NeER
OF Rl:CORD
422.18 - Support of Ceiling-Suspended (Paddle) Fans
406.8(A) - Receptacles in Damp Locations
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ELECTRICAL LEGEND
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G.F.I. 110 V
A-l.. GROUNP FAUL. T
\.Jj) RECfPT ACLE
A.F.I. 110 V
A-l.. ARC FAULT
A-l.. \.Jj) RECEPTACLE
'\.Jj) 110 V
lLIf> 110 V + cefl..ING FAN
rI1'I WATERPROOF
'HI OUTl.ET
A IIOY LIGHT +
,Y CAN 6E CeiLING CeiLING FAN WI LIGI4T
OR WAU.. (ifF)
~ 6MOKE
W DereCTOR 0 CAN! eAU.. FIXTURE
d:tb 220 V
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OPTIONAL ENTRY ELECTRICAL PLAN
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110'1 50 CFM'& .L::..:'.J. ELECTRICAl.. PANEL
@ eAT~ FAN @
WAU- ecoNCE
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LIGI4T COMea ~
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FIXTURE db EXTERIOR D61. FLOOD
~ PHONE
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1331
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i:NTfi<Y ~2
OPTIONAL MA6TER SA rw MEC~ANICAL
IN ACCORDANce WITH CHAPTER 411.003 (2) (I) OF T14E FLORIDA ADMINlalRATIYIi CODE. aECTRICAI.
PLUM61NG AND MECHANICAL. e'r&ta1& eHAU- 6E DE&IGNED ey THE REe.PE:CTIVE CONTRACTOR TO
M.EE1 AL.1. APPLICA6L.E CODE&. THE aectRICAl.., PLUM61NG AND MECI-lANICAl.. &'r&TeM& DRAWN HERON
ARE 6AeE UPON A DEelGN PROVIDED 6'r THE OWNER TO ADDREe.& HI~/HER REQlJIRa15NT&.
ALl. ELECTRICAl.. OUTl.ET& IN 8AT14ROOM&. KITCHEN, (WITHIN 6' FEST OR e.INK&>. GARAGE AND AT
5X11SRIOR LOCAT10N& eHALL 6e WIRED INTO A GROUND FAULT INlERRUP~ "ClIFt' CIRCUIT
OPTIONAL MA5TER 6AT~ ELECTRICAL
TOTAL
ARKAY a-lGINl::ERING INC.
~iRUCTURAL. ENGINEER&
ALl. ELeCTRICAl. OUTl.ET& IN 6EDROOM& . FIXTURE& eI-lALl.. 6E WiRED INTO AN ARC-FAULT INTERRUPtER
· AFI' CIRCUIT
eMOKIi DlilECTOR& e.1-lAU.. 6e PLACE IN EAC14 6EDROOM AND IN 14AU.. WAY AREA6 ADJACeNT
TO 6EDRooM AND OTHER l../ViNG AREAa
GlROUND WIRE FORM RffiAR TO ELECTRICAl. PANel. PER N.E.C.
RIC~ARD L. KIDDl:'f" P.E.
FLORIOA L.lCENe.e NUM6m .ll~G>
-rHi: CLIENT UNDEReTANDe tHAT tHE DEelGNER CARRlee NO LIA61L1iY INeURANCE AND n-a::r<EFORE
AGlREE3 TO HOLD HARMlE5e. IDEMNIFY. AND DEFEND DEelGNER FROM AU- CLAIMe, LoeeEe AND
EXPENe.Ee (INCLUDING REAWNAeLE ATTORNEY FEEe) ARlelNG OUT OF OR REeUL.TING FROM THE
PROJECT. THE DE81GNER WilL. IN "'000 FAITH AtTEMPT TO PROViDE ERROR FREE CON,nRUCTION
DRA'lJINGle, BUT IN THE EVENT ERRORe OCCUR THE DEelGNER WILl. NOT 6E LIABLE FOR coeT OF
REPAIR8 OR DEl-AY TO THE CONeTRUCtlON
II-IERay CERTIP( THAT n-lE8l: PLANa AND ePECIFICATION~
UJAe P~:EPARED 6'f" Mli OR UNDlER MY DIRECT eUPI:.RYIe.ION
ARS IN COMPLIANCS Wlll-I TI-lS i=LORIOA eUlLDING CODS 2001
FOR 110 MP~ ( ) 8eCOND GIU&T ) UJIND tONe - 90 MPH FA&TEeT
6P!:ED
ARKAY · 7B~Cf
, .
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F~
5 OF ~
GENERAL NOree:
ml& SUILDING I-lA& SEEN DE~IGNEO TO CONFORM TO Tl-le FLORIDA SUILDING CODe 2001.
ARKAY ENGINaRING INC, A REGleTERW I..ICENe.W, FI..ORIDA PROFEeelONAI.. etRUCiURA!..
l:NGINEa<ING COMPANY, I-lAe APPLII:O " RAtiONAL ANALY~I&" FOR tl-le etRUCiURAL DeelGN
OF TI-lI~ etRUCTUR5
'tI-IE SUlLOING ( INCLUDING ALL COMPONENT& AND CLADDING& el-lALL SE DEelGNEO FOR Tl-le
fOLLOWING eUP~RIMPOe.EO l..OADe
FLOORe.,
LIVE l..OADe . 40 p.e,F.
D~D 1..0ADe. . 10 p.e.F.
aARAGe eLAa,
I..IVE l-OADe . ~ p.e.F.
DEAD l..OADe - 10 p.e.F.
ROOF,
WINO,
l..Ive LOADe (TRUM TOP CORD) . 20 p.e.F.
DEAD l..OADe (TRUee TOP CORD) . 10 p.e.F. Ie p.e.F. WI-IEN TIU: ROOF INeTALLEO
l-Ive l-OAD (TRU&e eOTiOM CORD) - 10 P.&.F.
AMUMED tRUM e.eLF WEIGl-lr ( DEAD LOAD) -, p.e.F.
eUILDING Ie. DEelGNW TO CONFORM TO Aece ,-~!), CI-lAPTER e.. PER FI..ORIDA SUIJ..DING
CODe 2001 e.eCtION I~O~.I.I
WINO DEelGN Ae.eUMPtIONe,
aUIWINCi E><:Poe.Ul;c:e - a
SUlLDINa IMPORTANce FACTOR' 1.0 ( cAteCiOR"" II )
M~N ROOF I-IEI61-1r ~o' OR LEe&
l-IelCil-li . t:XP06UR5 ADJUeiMeNie COEFFICieNT. 1.0
ENCLoew SUlLDING
INTERNAL PREMURI: COEFFICIl:Nr . + I - o.la
e.EE WINO e.PEED INFORMATION ~TATeD ON PLANe
tyPE S CONeiRUCTION
~OIL I3EAF<ING . COMPACTION:
Tl-lEeE pl-ANe UJa<e DRAWN eAe.w UPON AN ALLOWASl-t: eo/I.. SEARING CAPACity OF
2000 p.e.F.( MINIMUM) TI-IE CONtRACTOR/PROPERTY OWNER 1& REepONeleLE FOR VERIFYING
tl-lAT TI-IE eOIL ON Tl-le 61Te Ie PROPERLY PRt::PARED AND COMPACtED e.uCI-l TI-IAT IT CAN
e.UPPORT A 2000 p.e.F. FOUNDATION l-OADINa
ARKAY E:N6INEERIN6 INC, A REGleTERED l-IC!::NeEO FLORIDA PROl=EMIONAL erRUCiURAL
EN61NEERIN6 COMPANY, DEe.16NE'O TI-lEe.E FOUNDATIONe WIn-lOUT VIe.ITING rl-le CONeTRUCTION
e.ITe NOR PERFORMING ANY $Oll- TEeTING
ARKA.,.. EN61NEERIN6 INC e+1ALL NOT 8E RE&PONe.18LE FOR Tf-lE e.\iE e.OIL A81Llty iO WPPORi
i~E SU!l-DIN6 l-OAD5
i==OUNDA lION . ~LAa - ON- G1"<..6.0E NOrE:~ :
SUILOING ~ltE e.I-lALL se 6CRAPEO TO REMove ALL OR6ANIC MAtEORIALe:.
AN.,.. AODITIONAL FILL PLACED ON me aUILDINCi PAO AREA, e.I-IAU aE COMPACTr:o
e.UCH mAi Ii CAN ADEQUATELY E!>UPPORT A ~OOO p.e,F. FOUNDATION WADING. e.LA6
eHAl-L SE PLACE OVER A 6 MIL vAPOR 6ARR!ER ON Cl-EAN ADl:aUATELY CoMPACTED
AND tERMite POISONED WIL
CONCREtE UilLIZEO IN tl-lE FOUNDATION AND eLAae. e.I-IALL I-IAVe A MINIMUM 2~ DA.,..
COI"',PREe.e.IVE e.iRENGiH OF ~SOO P.e..F.
REINFORCING en::EL e.I-lALl- aE GRADe 40 MINIMUM AND IDENtiFIED IN ACCORDANCE
WITH AeTM A -6IS. LAP E!>PLICEe, Wf-l!::Re REQUIRED e.I-lAU ae A MINIMUM OF 2S" FOR
'S Ra3AR . 30" FOR 'e. Ra3AR . ~!;" FOR .., RESAR
PLANe ARE EN61NflSRr:o FOR A MAXIMUM en~MWALL I-lEICiI-lT OF 4 COURE!>Ee ( AHa<
FINAL. elTE 6RADING) TI-lE CONtRACtOR OR SUILDING OWNER eHALL DEtEORMINE TI-lE
EXACT eTEMWALL 1-l!:IGI-lT 8Aes UPON elTE CONDlTIONe. PRIOR TO POURINa TI-IE FOUNDATION
AND CONTACT ARKAY EN61NEERING LLJ+.IEN MORe TI-IAN 4 COURee ARe REQUIRED
A FOUNDAtiON WRVe'T' e.I-lALL ae PERFORMED AND A COpy 01= il-le eURVe'T' el-lALL ae ON elre
FOR me SUlLDINCi INE!>PEcrOR5 ooe / OR ALL PROPERty MARKERe. 61-1ALL as t:Xpoeeo AND A
eTRINa eTR!:CTEO FROM MARKER TO MARKER TO VERFIY REaUIRED e!:T SACK5
MAGONRY u)ALL~:
CONCREte MAWNRY UNIT 51-1ALL ae 1-l0LLOW UNIT MAeONR"" IN ACCORDANce UJITI-I AeTM CoW
ANO E!>I-lALL I-IAve MiNIMUM l='M OF IS00 p,e.l.
MORi AR el-lALL CONl"ORM TO AeTMC .210 AND el-lALL 8e EITI-lER tyPE M OR e
ReiNFORCING eTE!:'L el-lALL ae GRADe 40 MINIMUM AND IDeNTIFIED IN ACCORDANce
WITH A5iMA-61S. LAP ePLIcee WI-IEf<E REQUIRED el-lALL as A MINIMUM OF 2S" FOR .~ RaMR
~O" FOR 'e. i'<EeAR ANO ~!;" FOR ., REeAR.
GROUT FOR rl-le POUREO CEue AND LINTae el-lAU HAve A MAXIMUM COURe.e AGGRECiAte elze
OF ~/~" PLAC!::D AT a TO II INCI-l eLUMp ANO I-IAVE A MINIMUM 2!l DAY COMPREeelVE etRENaTI-I OF
2000 p.e.l. ( LLJ+.IEN teert::O PER AeTM C-101~ )
PROViDE CLEAN OUT OPENIN6e. ( 12 ea. IN. ) IN CELl-e CONTAININa ePLICEO REINFORCS1ENT. WI-lEN
me 6RooT POUR t:XCEEDe s 1<l:eT IN I-lEI61-1T
ROO~ING . t::LA~~INGG:
ROOFINa eyetEM AND FLAel-llN6 Ae eTATt::O IN PLANe MueT CONFORM TO CI-lAPTER I!; OF TI-le FLORiDA
SUILDINCi CODe 2001. FLAe.HINa e.P!:CIFIC eeCtlON ISO'.).~ CONtRACTOR OR OllJNER MUe.T PROVIDe WITH
PLAN~ e,PECIFIC PRODUCT INFORMATION DETAILINa INeTALLATION OF PRODUCT TO MEeT WIND DEelGN6
OF Tl-lle eeT OF ORAWING~.
iIMI3~f:< MA r~f<IALG:
ALL. TIMa~Re MAtERIALe 61-1ALL 8e Ae FOLLOW6,
l-VL 8EAMe eHALI.. 8E (!.~EJ MCAl-LleTER L.VL MATERIALe MANUFACiUREO 6Y TRuee JOI5T
MACMILLAN ( OR EaUAL)
LUMeER UilLltED IN eOiiOM PLATE, TOP PLATee .PoeT. 5TUOe. PACKe. ANO aEAMe
51-lALL 8e ~ YEllOW PINE (OR eeiTER)
EXTlSRIOR AND INTERIOR LOAO SEARINCi 6iUDe 61-lALL ee ~ ePRuce ( OR Si:iiER)
ALL OTl-IlSR eTUDe, E!>I-lALL ae "eiUO C;RADe" e.PRuce ePAce I~. OC. AU e,PLlcee AT
TOP PLAte M~T 8e MINIMUM 4'0" AND NAILro 4" OC WITI-I lto COMMON NAIL&
PE;L PoeT eHALL. 8E (I.!~E) PARALLAM peL. MArERIALe MANUFACiUREe SY TRUe.e.JOI(;T
MACMILLAN ( OR EQUAL). es:: FoeT 6UPPORT TAel-E FOR l-OAD VAl-UEe.
EXTERIOR lUAl-L6 el-lALL 8E CONeTRucrt::O wm~ In" PL. YWOOD OR '/1~" 0.e.8. ( 2-M-W RATING) NAILt::O
wlm E>D NAILe ePACE AT )" OC ALONa ALL 1-I0RltONTA!- JOINT6 ANO E'06Ee.. e." OC ALONG ALL VERtiCAL.
JOINTe AND EDGEe AND 12" OC ALONG ALL INTERMEDIATE I;TUDe
AT OPENIN6e. D'O" WIDE OR LARGER e.TRAP ~EADER BEAM TO THe HEADER eTUOe. WITI-I (')) ue.p OR elMPeON
l-eTA24 eTRAP TIEe AT EACH ~D OF I-l~DER SEAM. ANCI-lOR SOTTOM OF I-I~DER etUDe TO FOUNDAtION
WITH UE!>P OR elMPWN I-lTTI~ TeNe.ION tiE.
tNtlSRIOR 6iUO UJAL.L& TO ae OF ~ X -4 Ir2 e.PRUCE OR ai:'tTER WITH elN6LE 2 X 4 P.T.
PINE 80iTOM PLATE AND &INCiLE 2 X 4 ~ 6PRUce TOP PLAtE W!tl-l ~iUDe E!>PACEO
MAXIMUM 24" 00. WALLe TO I-IAVe In" CiypeUM aOARD eACH eID!:, WITI-I WALLe. AT
GARA6E to HAVE MINIMUM R-IIINeULATION
ANCHOR WOOD e.HEAR WALLe eEGMENT6 TO FOUNDATION WITI-I elMPWN l-TT20a TENelON tiE AT EACH
!:NO OF UJALl. e.e:6MENTe. ANO Ai ANY WALL. e.1=6M!::Ni INit=Re.!::CTION ( SWLDINCr CORNa<e)
ALL PLUMS lNG, ELeCTRICAL ANO MeCI-lANICAl- ROUCiI-l INe. MueT ae COMPLEte, INepeCTEO AND APPROVED
PRIOR TO REQUeeTINa Tl-le t=RAMINa INepeCTION.
iF DEelRt::O, EQUIVALENT CONNECTORe MADe ay ANon..\ER ~PPL\ER MAY ee ueED IN PLAce 01= T\-\e
ue.p OR E!>IMPeON CONNECTORe el-lOUJN
-:He CLla.T UNOEReTAND6 THAT tl-lE DEe.16NER CARRIEe NO 1-!A6ILITY INeURANce AND TH~EFORe
A6REE6 TO HOLD HARMLE66. IDE11NIFY, AND DEFEND DE616NER f'f<OM All CLAIM6, L066E6 ANO
EXPEN6Ee (lNCLUDIN6 REAeoNAeLe ATTORNeY FEEe) ARI61NCr OUT OF OR RE6Ul-tIN6 FROM THE
PROJECT. 11-1E DEe!c"NER WIU. IN 0000 FAITI-I ATTEMPT TO PROVIDE ERROR fREE CONeiRUCTION
DRAWiNGe. 6UT IN THE evENT ERRORe OCCUR tl-lE DE61c"NER UJIU. NOT 6E LIASLJ: FOR cOeT OF
REPAiRe OR DELAY TO TI-IE CON8TRUCTION
eOIL TERMITE TREATMENTs
INlTIAl60IL POleONINCs tREATMENT eI-lALL. aE CONE AFtER AU t:XCAVATION
eACKFILLINCi . COMPACTINa Af<e COMPL.ETE (PER Fee lel~.I.I)
ANY WIL DI&TURaEO AFTER TI-lE INITtAl. TReA111eNT e~AJ..L aE RE TReAtED
( INCL.UDINCs ANY eoXED OR FORMED AREA&) (PER F6C 1&1~1.2.)
c:rA~Ac:rel DOOR TO ae REINFORCED
TO MEET WIND L.OAD AND COMPREeetoN
RATINGe FOR YOUR JOe LOCATION.
CEIL.INe:. RAFTER
60XI:O AREAe. IN T\.IE CONCRSiE eLAS FOR INeTAL.LATION 01= TRAPe el-lAU 6e MADa
WITI-l PE'RMAMENT METAl. OR P!-A&TIC FORMe. PE'RMAMENT FORM& MU&T ae OP AN ADEQUATe
&Ize . DEPTH TO Et..IMINATE AN.,.. DleTURSANce OF T\.IE eolL. AFTER T\.IE INITIAL tREATMENT
(PER rec lal~.1.3)
III)
A MINIMUM 6 Mlu.. VAPOR eARRIER MLle.T sa INeTAL.L.ED TO PROTEcr AaAINeT RAINFAU
DILUtiON IF RAINFAU- OCCUR& aeFORE VAPOR aARRIE'R PLACEMENT. RE TREATMENT eI-lAL.L
aE REQUIRED (PER rec 1&1~.1.4)
AU.. BUllDlNGe ARe REaUIRED TO ~Ave A PRE CON&TRUCTION TE'RMltS TREATMeNT
(PER Feelel~.l.')
~
ALL TRACK AND ~ARDWAR~ ~ECUREO
PER MANUFACTUR~ ePECIFICA TIONe TO
MEET WIND 1.0AD AND COMPREeerON
RATINue FOR YOU~ JOe 1.0CATION
CAU1.K DOOR FRAME PER YOUR
MANUI=ACTUREe RECOMMENDA TIONe
I
Ii)
Ii)
AFTER AU WORK 1& COMPU:TE ANY L.ooeE UJOOD ANO FIl-L Mue.T ae RS10VED r=ROM
aaow AND UJITH IN 12' 01= TI-4E BUILDINa. Tl-lle ~AL.L INCLUDE ALL c;RADE eTAKEe. iUa
tRAP aOXEe, FOf<M&, ~I-lORINa AND ANY OTI-lER caJ..ULO&e CONTAININ<:# MATER/AJ..&
(PER Fee 2~3.1.3)
Ii)
MINIMUM 2 X 6 P.T. elDE AND TOP PLATe
ATTACI..a:D TO BLOCK WALL uelNe:. 112" x a"
ANCI--IOR B01. Te OR &/a" x 1" !:XpANeION
BOLTe 4 EAC~ elDE AND TOP 24" OC
NO WOOD vEc;erAtlON. &TUMPe., CAf<DaOARD, Tf<A~~. erc. ~~AU ae BURIED WtTl-llN I~' o.
OF ANY SUILOINa, OR PROPOe.eo SUILOINa (PER F8C nG31A)
ANY CONCRETe OVER POUR MORTAR OR &iUCCO MATERIAL& ALONa TI-le FOUNDATION PERIM!!iER
MOOT ae RS10VEO PRIOR TO e><tERIOR 5011. TREATMENT (PER Fee leI6.1.~)
Ii)
I!XtERIOR WI!.. TREAiMENT MueT St: APPL.IW UNDER ALL t:XTERIOR CONCRETe OR 6RADe
WITI-IIN 12" OF TI-IE eTRUCiURE E!>IOE WALL& (PER Fac laI6.1.6)
I@
AN I!XTERIOR VERTICAL. CHeMICAl.. SARRIER el-lALL. S!! INeT Au..eo AFTER CONeTRUCTION Ie
COMPU:tE ( INCLUDINa LANDecAPINGI AND IRRIGAtION) ANY 601L. OleiUReED AFTER T\-\e
VERTICAl- aARRIER Ie APPLlt::O, el-lAU ae RETREATEO (PER rec 1&16.1.~)
GARAGE DOOR A TT ACJ-4MENT DETAIL
IRRIGATION / ePRINKl-ER eY&TEMe. INCl-UDINCr AU RI~ERe ANO e.PRAY HEADe e.~Al-1- Nor ee
INeT ALLEO WITI-l 12" OF TI-lE aUILOINa ~IDEUJAUe (PER F6C 1503.4.4)
CONDaieAte ANO ROOI= DOWN e.poute Dle.CI-IARGE AT LEA&T 12" AWAY FROM T\-\S SUll-DINa
e.IDe WALLe (PER FeC 1503.4.4)
TI-le OlerANCE FROM THE I!XTE'RIOR WAL.L COVERINa ( EXCEPTIONe, PAINT ANO Dl::CORAtIVE
ceMENTIT10ue FINleJ..4 LE~\?I TI-lAN !;/~. TI-lICK ADI-la<EO DIRECTL"" ONTO me rOUNDATION WALLJ
AND FINAl.. EARTI-l 6RADI: eI-lAL!.. NOT SE u:e.e T~AN 6" TO ALl-Ou.J FO~ INe.PECTION FOR FUTURt:
TERMite INFEeTATIONe (PER FeC 140).1.e.)
A 11 CERTIFICATe OF COMPLIANce" ~ALL se 1e.e.UEO TO T\-\e BUIl-DINa DEPARTMENT 6"" A LICENeED
PEeT CONTROL. COMPANY 8EFORE A · CERTIFICATE OF OCCUPANCY WIl-L ee Ie.WED. THE CERTIFICATE
el-lAU eTATg, (PER Fee leIS.I.1J
11 TI-lE SUlLOINa I-lAe. RecElvt::O A COMPLeTe tREATMENT fOR tl-lE PREVENTION OF ~STERRANEAN
TERMITEe. me TREATMENT Ie INACCORDANCE u.J1TI-I TI-IE RUL.e6 ANO LAWe. OF TI-II: FLORIDA D!:PARTMENT
OF AGr<ICUL TURE AND CONeUMERe ~ERVICE~
A PERMAMENT el6N tl-lA1' IDENtIFI!::e Tl-le ta<MITE TREATMaiT PROViDER ANO NEED FOR Re INe.PECTION
AND TREAtMaiT CONTRACT ReNEWAL e~ALL aE PROVIDED. TI-lf! elGN e.I-IALL ee PO~TED NEAR TI-4E WATlSR
I-lEAtER OR aectRlcAL PANel. (PER Fee 104.2.~)
fYPICAL ELt::Cf~ICAL F<leEti< DIAGRAM
3 - 2/0 THNN CU FEEOEF<~
rRU8~E~:
IF TI-IE CONtRACTOR, TRUe& MANUFACiURE OR ANY OTI-lER DEelGN PROFEeelONAL REVIe.e T\-\e
tRue.& eyetS1LAYOU1' FROM TI-Ioee el-lOUJN ON TI-lEee PLANe. ARKAY ENGINEERINCr, INC Ie
REQUIRED TO REVIEW ALL. FINAL CONeTRUCTION OOCUMENT& FOR COMPLIANce W1TI-l T\.IE
DeelGN INTENT PRIOR to COMMENCS1ENT OF TI-lE PROJECT
C=:J c:::J
200 AMP
MeTER eOCKET
elNGLe PHAeE
6REAKER PANEl-
WITH MAIN
eXTEt<IOR WINDOWe . DOOf<8:
AU.. exTERIOR UJINoowe . aLAM coor<& OR ENTf<ANCe DOOR e~AU ae teetEO IN ACCORDANce ll.IITI-l
ANe.I/AMMAlNUJIJ.)DA 101/1e.2 eTANDARD AND eEA~ AN AMMA OR lUOMA LAea IDENTIFYINCs TI-lE MANUFACTURE
PERFORMANce CI4Al<ACtERleTIC\?I AND APPROVEO PRODUCT TE&TING ENTITY
All MULLIONe. AND ADJACENr DOORlUJ1NDOlU Ae.eS1eL.IE& e.I-lALL. SE Te&T OR ENGIN!::a<EO TO TRANe.FER
I.~ TIMEe TI-lE DEelCiN WADe TO Tl4e ROU<:#~ OPENINCs eUaetRATe
'4 CU DRIVEN GROUND
RODe 2 EACH f)'Ou APART
I
~.......I
:t GAL. V NIPPLE
INe.TAU- ALL. WINDowe AND DOOR Aee.l:MeLIEe. P!:R TI-le MANUFACTURe ANCI-lORINa RECOMMENOATION6
TO ACI-lIEVE Tl4e Dee IaN PREMUf<Ee epeCIFIED
ELECTRICAL, PLUMi3ING, . MEC~ANICAL:
IN ACCORDANce WITI-I CI-lAPTER 4'1.003 (2) (1) OF TI-le FLORIDA ADMINletRAtlvE CODE. aeCTRICAL
pL.UMalNa AND MeC~ANICAL &.,..eTEMe eHAU aE DE\?II<:#NEO a'T" me REePECTlvE CONtRACTOR TO
M,eer AU APPLICAeLl! CODee. THe aectRlCAL, pl-UMeINCr AND MeCI-lANICAL. 6.,..eTeMe. Df<AUJN I-lERON
ARe SAee UPON A DEelGN PROVIDt::O ay TI-ll! OWNER TO ADDREee. Hle/I-lER REaUIRS1ENTe.
CONCRETE ENcAero "UFER"
ELECTRODE REQUIf<ED PEt<
ART 2SO-SO.. l<a<a<a N.E.C. MUeT
6E INeioEcreO PRIOR TO CONCRETE
P1.ACEMENT
Au.. aECtRlCAL OUTLET\?I IN aATI-4ROOMe, KJTCI-lEN, (WITI-lIN ~' FEET OR e.INKe), aAf<A6e AND AT
t:XT!::RIOR l-OCATIONe. e.I-lAU ea WIRED INTO A 6ROUNO FAUL.T INTERRUPTER '61"1" CIRCUIT
AU.. aeCtRlCAL OUTLere IN aEDRooMe . FIXiUf<Ee el-lALL. aE WIRt:O INTO AN Af<C-FAUL. T INtERRUPTER
U AFI" CIRCUIT
eMOKe DetEcTORe eI-lALL. 8E PLAce IN EACI-I aWROOM AND
IN I-lALL WA.,.. AREA6 AOJACENT TO eEOROOM AND OT~ER LlvlNa
AR~e
~Arl::iY GLAZING:
TI-le FOLLOWINa el-lAu eE CONelDeRt::O ePECIFIC I-IAtARDOUe LOCATION FOR T~e PUP-Poe.E OF
6LAZINa
(I) GLAZING IN eWING DOORe, FIXEO AND e.l-IOINa PANEL. OF eLIDINCi DOORe
AMS1eLlee
(2) c;LAZINa IN OOORe. ANO ENCLoWREe FOR I-lOT ruae.. WHIRLPOOL6, eAUNAe, etEAM
ROOMe, 8Ail-lTUSe AND eI-lOWERe.. 6LAlINa IN ANY PORTION OF A SUlL01Na WALL
ENCLoe.INa THEe!: COMPARTMENTe WHERE iHe eorroM ED6e OF THE 6LAtlNa 1& LEe.e
TI-lAN 60" AeOVE Tl-le DRAIN INLJ:T
()) 6W1llNa IN INDIVIDUAL FIXro OR OPERASl-E PANEL ADJACENT A DOOR UJI-lERe
TI-la NEAREeT VERTICAL EDGE Ie. WtTl-llN A 24' RADlue OF THE DOOR IN A Cl-Oe.W
PoelTION AND wooe.e aOTTOM EDGe Ie LEM tl4AN ~o" Aaove TI-le FINIW FLOOR OR
WALKINa 5URFAce
(4) GLAZINCr IN AN INDIVIDUAl.. FIXED OR OPERASl-E PANEL OTHER TI-lAN TI-IOeE l-OCATIONe
OE&CRlaEO IN IrS1e (1) AND ()) A60VE . TI-lAT ME.eTe AU. OF Tl-le FOLl..OWINa
(A) I!XPoe.ro AREA OF AN INDIVIDUAL PANe GRt=AtER THAN ~ ea. PT.
(e) aOTTOM t=OOl! Lee.& TI-4AN 1&" AaOVE TI-le FLOOR
(C) TOP eDc;e C;REAtER il-lAN ~~" Aaove Tl4e FLOOR
(D) ONe OR MORe WALKINa eURFACE6 UJITJ..4IN ~~. OORllONTALL""
OF tHt: PLANE OF TI-lt: 6l-AZING
e.IMPe.ON M6HA3.S6/11.2!;" HANa,ER
OR EQUAL FILL ALL NAIL HOLEe
TO 6EAM WITJ..4 100 X 1 Iii' TYPICAL
tRUee NAILe
D1"<At=:rerOPF'ING:
IN e.IN6LE FAMI!. Y DIJ.)a..LINae. DRApTeTOPPINae el-lALL 815 PROVIDED ( PARAua TO T\-\e MAIN
FRAMINa MS1aE'R&) IN FLOOR I CelL.INa, AQel:MaLIEe e.ePARATINa OOEAeLE ePACfe. Of<AFTeTOPPINa
eMt.,LL. ee CON&~TEO &JCJ..4 THAT T~e FLOOR I CI:II..IN<:# Aee.EMalEY 1& ei'OK~N UP iNTO T\lJO OR 1100S
APPROX1HAl'EO A'ReA& WIT~ NO A'RI!A G~l!Al$ ~AH eco &0.1>1.
ATTIC ACCE~8:
FILLED CELl- (TYP)
e" CMU WI 3000 pel
CONe . LINTEL WI
1 'S ~ MIN. LAP 30"
ATTIC E!>PACEe. eJ..4AU- se PROVIOED UJITH AN INtERIOR ACCEe.e. OPENINa NOT l-E6e TI-lAN
22"X;~". ACceee. OPeNlNa el-lAU- ae ACCEaelaLE AND PROVIDe UJITI-l A LID OR DEVice
THAT Ie EAelLY RS10VEO OR OPENS). W14EN MeC14ANICAL. EQUIPMENT Ie. IN&TAL.L.ED IN
T\-\l! ATTIC, IT eI-lAL.L ae INeTAUED IN ACCOROANCE WITH MeCI-IANICAL CODe.
ACceee Ie NOT REaUIREO WI-lEN T\-\E CLEAR I-lI:IGI-lT OF T\-\e AtTIC ~PAce . MEAe.uRED
AT THt: ROOF PeAK Ie. u:ae iI-lAN 24".
ATTAC!-f MINIMUM 3/411 P.T. 6UCK
eTRIF THAT Ie THe MINIMUM WIDTH
OF DOOR FRAMe UelNG .O~1XI 3/a"
T- NAILe MAXIMUM IOU OC,
BLOCK
eECURING PREJ..IUNe:. TO 6UCK eTRIPe
FER YOUR MANUI=ACTUREe INeT~UCTIONe
TO MEET WIND 1.0ADe AND COMPREeelONe
RATINe:.e FOR YOUR JOa LOCATION. ALL
ANCI--IOR eCREwe MueT FENSTRA Te a1.0CK
WALL. A MINIMUM OF I 1/4" AND TI--ISRe el--lALL
Be A MAXIMUM 1/411 epAce BeTwr:eN BUCK
AND DOOR JAMB
ww
DO
DO
DOOR A TT AC~t1ENT DEf AIL
AiTACH MINIMUM 3/4" P.T. BUCK erRlp
i~A T Ie THE MINIMUM WIDi~ OF YOUR
WINDOW FRAME U81NG .0~1 X I 3/911
T - NAILe MAXIMUM lOll OC
CAU1.KED WINDOW FER YOUR
WINDOW MANUI=ACTUREe ePECIFIC
RECOMMENDA TIONe TO 1:1EeT WIND
LOAD AND COMFREeelON RAilNG8
I=OR YOUR JOa LOCATION
eECURING WINDOW TO 6UCK eiRIFe FER
YOUR MANUI=ACTUREe INeTRUCTION TO MEeT
WIND LOAD AND COMFRE8810N RA TINGe t=OR
YOUR Joe LOCATION. ALL ANC~OR 8CREwe
Muer FENeTRATe BLOCK WALL A MINIMUM OF
I 1/4" AND Tl--laRE eHAL1- 6E A MAXIMUM 1/411
aPAce aerwsEN aUCK AND WINDOW t=RAMe
BLOCK WINDOW A rr AC~MeNr DErAIL
13/.f1 A301 ANCI-lOR BOLT S s/e" FROM OF EOCElE
OF BLOCK WAL.L WITH MIN. Q" EM6EOOEO
IN 3000 pel CONCRETE c;ROUT
_____~ II I .
"I!I!J .
I" t
8M/WALL CONN
61- 2 X 12 i2 PINe 6EAM WIn4 ONe
LA YER IIi' CDX IN CENTER
ARKAY ENalNEERINa INC.
eTRUCTURAL. ENGINEER&
RIC~ARD L. KIODEY P.E.
FLORIDA LICEN&e NUMa~ ~,~~
II-lERe.,.. CERtll=Y T~AT Tl-leeE PLANe AND e.Pl;CIFICAT10N&
WAe. Pf<EPAf<EP a.,.. ME OR UNDER MY DIRECT OOPERvle.ION
Af<e IN COMPLIANce UJITI-l T~e FL.ORIDA 6UILOINa CODe 2001
FOR 110 MPI-l ( 3 e.ecOND UUe.T ) WINO tONE - ~O MPl-I MeTEeT
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I L1NiEL LOAO C~Af<t ( l~" OEI::P eECrlON )
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eox LlNrEl..
" - 6" 4~81 PLJ= ( UNFILLED ) 1010 PLI= L.2 ~ee.!; PLF
2' . 2" 34~!; PLF ( UNI=ILLED ) ~26 PL.F L..2 M30 PLF
2' - 8" 2111 PLF ( UNFILLED ) ~~6 PLF L-2 f,!;4~ PL.F
3' - 2" 2332 PLF ( UNI=ILLED ) 450& PLF L-2 4613 PLF
4' - 0" 183& PLF ( UNFILLED ) 3;35 PLF L.2 36~~ PLF
4' - 6" 1624 PLl= ( UNFILLW ) 31$4 pLF L.2 3288 pLF
:,' - 2" 213~ PLF .. 2146 pLF L-2 .. 213M PLF ..
6' - 2" 2211 PLfl .. ma PLF L-2 .. 2400 PLF ..
" - 0" l~a1 PLF II 2025 PLF 1..-2 II 2114 PLF ..
a' - 0" 1123 PLl= .. 1168 PLF L.2 .. 2213 PLF ..
<al' . 2" 148~ PL.F .. 1545 PLF LA .. l~e4 PLF ..
10' - 0" \354 pLF .. 1414 JOLF L-2 .. lal~ PI-F ..
10' - 811 1211 PLF .. 1325 PLF L-2 II 1110 pLF ..
II' - 211 1200 PL.F .. 1230 PLF L-2 .. 16~ PLF ..
12' - 0" 1I0~ PLF .. 1118 ~LF L-2 .. 151& PLF ..
12' . a" 1044 PLF .. 1116 I::>LF L.2 II t43() PLF ..
13' - 4" 13~!) PLF .. P \381 PLF 1..-2 .. e.L - I 1364 PLF ..
14'.011 1321 PLF .. P 1321 lOLl" [,.2 .. e>L - I 12~~ PLF ..
16' - 0" IIS2 PLF .. P 1048 PLF L.2 .. e>L - I 1131 PLF ..
la' - 0" 1016 PL.F .. P a2a PLF 1.-2 .. e.L - I ~e.o PLF II
la' - a" ~11 PLF .. P 110 PLF 1..-2 " e.L - I a~3 PLF ..
20' - 0" 1316 PL.F .f P 62~ PLF L-2 .. e.L - I 1134 PLF ..
'22' - a" 18~ PLF .. P 523 PLF 1..-2 If e.l. - I ~e. PLF ..
CORNER BLOCK COLUMN
. " 4" A.F,F. OF PORCI4
WITI4 1211 WOOD eEAM · TOP.. II
l< (i) ~/MPSt>N "He1itlA'
sffLAP$
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. " 4' A.F.F. OF PORCl-4
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& (Vj 5IMfSt>t-! II~erA"U>
51it-APS
OBI. :2 X 12 -2 PINE eEAM
r- WIn1 ON!! !.AYe< V2" PI-V
L--- 111000 IN CEN""
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POCKET eeAM INTO WOOD WALl..
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eOTTOM WITH (1) eIMPe,ON 1- TT20B
ANCHOR AND eiRAP AT TOP
WITl-1 (1) e,IMPWN LeTA24 eTRAP
EACI4 elDE 01= e,TUD PACK
61MPWN Mel-lM.5/11.2!)" OR EGlUAL.
~NaER e.ECUREP TO WALL OOING
3/4' X e" ANCI-iOR 601- TAT ALL
eEAM TO BLOCK LOCATIONe.. 6OI-T
TO ee ~ s/a' FROM ax;,e OF eLOCK
WIn1 MINIMUM 3000 Pe.l POURED CELL
e.IMPOON MB~).S111.2!)' OR EQUAl..
~NG~ e,eCUREP TO WALL ue.ING
314' X a" ANC140R 6Ol.T AT ALL
BEAM TO eLOCK LOCArIONe.. 6Ot.. T
TO eE S S/!)' FROM EDaE OF BLOCK
WITH MINIMUM 3000 Pe.l POURED CELL
OPTIONAL POI'<C~
FORCH e.LAe 4" BELOW
Houe.e FINIe.H FLOOR
OPTIONAL PORCI-4
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FORCH &LA6 4" BELOW
i-10ue.e FINISH FL.OOR
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l'
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11
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FLOOR PLAN
-
-
-
-
l~' 0"
1~' 0"
.. - DENorEe. O!) REEAR X CONT. PLACED IN eOtroM COUR~e AND
I~" DEE? BEAM ~OURED e.OLID WIn.! 2&00 Fel CONCREtE.
CORN~ eLOCK COLUMN . " 4"
A.F.P. WITI4 12' X 24' X 24' PAD
WITH (3) 05 !<EeAA EACH WA'l"
TIED TO REeAR IN COLUMN
CORNER BLOCK COLUMN . " 4"
A.F.F. WITI4 12" X 24' X 24" PAD
WITI4 (3) '5 REBAR EACH WA'l"
rlED TO REBAR iN COLUMN
.. P . DENOrEl) PRe l)tREMED U LINrEI.. w\r~ os REeAR >< CONT.
PLACED IN eOtroM COURe.E . 16" Dl::EP BEAM POURED e.OLID
WITH 2500 pe.r CONCRl:rS
NON LOAD BEARING e.LAa EDGE
NON LOAD BEARING e.LA8 WGe
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AT a" OC AT EAC!-l END IN A {()II DEE? E:lr:AM POURED 80LID
wlm 2S00 P~I CONCREiE
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TOP COAReE WITH 1 tB HORllONT AL.
RE6AR TiED TO ,6.LL. VERTICAL RODe
1311
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I-loue.e FINI5H FLOOR
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FORCH &LAB 4" BELOW
i-10ue.e FINl51-l FLOOR
60X eTE!::L LlNTELe OVER AL.L WINDOW
AND DOCR OPENINGo, NO '5 REI3Af<
REQUIRED ON 6EAM6 uP TO 241011
WITH NO t'10RE THAN 606L6& PLF
OPilONAL POWER BOX L1}~iEL DEi AIL
~EAR eLOCK WALL OF ~OME
REAR eLOCK I~'ALL 01= j..jOMe
FOUNDATION PLAN
1/4"
-
-
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FOUNDA rrON PLAN
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RE6AR TIt~D TO ALL VERTICAL RODe
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a' CMU WI ~ pel
CONC . LINTa. WI
I '5 ~ MIN. LAP 30'
61MP60N MeHA3.~6/11.2!:>" HANaER 3/~lA301 ANCHOR 60LT !:> ~Ia' FROM OF EDGlE
OR EQUAl.. FtW. ALl.. NAIl.. ~L.E6 ~ IOF BLOCK IJJALL WITH MiN. 6' EJ'1BEDDED
TO 6eAM WITH 10D x 1 V2 TYPICAL. IN 3000 Pe-l CONCRETe 6ROUT
TRuea NAIL6
ell x ell >< 1611 KNOCK OUT 6L.OCK
OVER POWER eTEEl- l-INTEl-e., UJIT~
1 EAC~ is REI3AR IN T~16 COAf<6E
WHEN ePA N OF LINTEL 16 OvER 12'411
\2
!;~
6L 2 X 12 "2 PINe BEAM WITH ONe
LAYER 112' CDX IN CENTER
OPTIONAL- POWER GiEEL LINtEL DErAIL
13M/WALL CONN
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ell x ell >< 1611 KNOCK OUT BLOCK
TOP COAReE WIH4 I 'S HORIZONTAL
REBAR. ilED TO ALL VEFHrCAL RODe
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OPflONAL SiANDARD F>RECASr D8fAIL
ARK.AV ENGINEERIN<':J INC.
eTRUCTURAL. ENGINEERa
1/4"
-
-
1'0"
61DE ELEV A rlON
13" PRECAST UNTEL BL.OCK
ovER ALL OPENI~G6. I EAC~
"5> RE6AR IN THI6 COAReE WHEN
SPAN OF LiNTEL OvER ;;"211
mE CLIENT UNDERerAN08 TI--IAT TI--II:: DEelGNER CARRIE~ NO L!AeILlTY 1:'lOORANCE AND TI--IEREFORE
AG.REEe TO 1-40LD HARMLEe~, IDEMNIF'l", AND DEFEND DEe.IGNER F'ROM All CLAIMe, LOoe,E~ AND
ExPEN8E8 (INCLUDING REAeONABLE ATTORNEY FEEo) ARlelNG our OF OR REOO!..TING FROM THE
PROJECT. TI--I5 DEelGNER WILL IN 600D FAITl-1 ATTEMPT TO PROViDE EJ;:ROR FREE CONeTRUCTION
DRA.WINCile, BUT IN TI--IE EvENT ERRORe OCCUR THe: DEe,IGNER WILL NOT Be L.IABLE FOR coeT OF
REPAIRo OR DELAY ~O THE CONeTRUCTION
REARELEV A rrON
1/4"
RIC~ARD L. KIDD5V P.I!.
FLORIDA LICENe.e NUMBER 312~()
I HERa.,.. CERTlrY THA1' THEe-I! pLAN!) AND e>PECIFICATION&
WA& PREPARED av Me OR UNDER MY DIRECT e.l.JPERVIe.fON
ARE IN COMPLIANce WIT~ Tj..jE FLORIDA BUILDING CODe 2001
t'OR 110 MP~ ( 3 e.ECOND GUM) WIND ZONe . ~O HPH 1=Aetl:er
e,PEED
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1 OF 2
ARKAY -1&77
GENERAL NOTEe:
THI& 6UILD[NG HA& eEEN DEe.IGNED TO CONFORM TO THe FLORIDA eUILDING CODe ~Ol.
ARKAY ENGINE~ING INC, A REGI&T~EO I..ICEN5EO, FlORIDA PROfE5elONAI.. eTRUCTURAI..
ENGINEERING COMPANY, ~A& APPL.IEO " RATIONAL. ANAL Y51&" FOR THS eTRUCTURAL. DEelCllN
OF T~!e eTRucruRS
THS r:;J.JILDING ( INCL.UDING ALl- COMPONENT& AND CI..ADDING& &I-lAI-L. ee DEGIGNED FOR THI!
FOLLOWING &UPERIMPO~ED LOADe
FLOOR&,
I..lvl! LOADe . 40 p.e.F.
~IAt) L.OA!')!) · 10 P.t,fI,
. i~f~4~-J_ ':'_~'t...J,
I..JVE l.OADe . 50 p,e.F.
DEAD 1..0AD& - 10 F,e.F.
ROOF,
WIND,
LIVE 1..0AD& (TRUeG TOP CORD) . 20 p.e.F.
DEAD L.OADG (TRUe& TOP CORD) . 10 p.e.F. la p.e.F. WEN TILE ROOF IN&TAI..L.ED
Live LOAD (TROOe 60TiOM CORD) . 10 p,e.F.
A~UMEP TRue.e eELF WEIGHT ( DEAD L.OAD) . 1 F.e.F.
6U1LDING Ie DEG!GNEO TO CONFORM TO Aece 1.~!), CHAPTER Ql PER FLORIDA 6UILDING
CODe 2001 e!::CTION I~OQ,1.1
WIND DEe.IClIN A5e.UMPTION&,
r:;J.JILD[NG EXPOE;URE - a
eUll..DING IMFORTANCE FACTOR. 1.0 ( CATEGORY II )
MEAN ROOF HEIGHT .w' OR I-Ee&
HEIGHT' EXPoe.URe ADJUeTMENTG COEFFICIENT. 1.0
ENCL05ED aUll-DING
INTERNAl.. PREe.5URE COEFFICIENT. .1. o,Ia
eEE WIND ePEED INt:oRMATION eTATED ON PLANe
eOI1_ SEARING - COMPACTION:
THEee PLAN& WERE DRAWN SAeED UPON AN AUOUlA61..E eOI!.. 6EARINCi CAPACITY OF
2000 F.e.F,( MINIMUM) THE CONTRACTOR/PROPERTY OWNER 1& RE5PONelSl..E FOR VERIl"YING
THAT THE e.01l_ ON THE elTE Ie PROPERI..Y FREPARED AND COMPACTED E;UCH THAT IT CAN
eUPPORT A 2000 P,G,F, FOUNDATION L.OADING
ARKAY ENGINEERING INC, A REGleTERED L.ICEN5ED FLORIDA FROFEeo5[ONAL eTRucruRAI..
ENGINEERING COMPANY, DEelGNED THEeE FOUND AT lONe WITHOUT VI5lTING THE CON&TRUCTION
e.ITE NOR PE.RFORMING ANY e.011.. TE&TING
ARKAY ENG[NEER[NG INC eHALL NOT eE REePONe.leLe FOR THe ene eo[1.. A61LITY TO E;UFPORT
THE aWLDING LOADe
FOUNDATION . 8LA6 . ON- GRADE NOTE5 :
13U!l-DINClI elTl: &I-lALL eE eCRAPED TO R~MOVE AI-I.. ORGANIC MAT~RIALe,.
ANY ADDITIONAl- F[LL PLACED ON THe eUILDING PAD AREA, eHALI.. 13E COMPACTED
€>UCf.! T~AT IT CAN ADEQUATEl-Y e.UPPORT A 2000 P,€>,F. FOUNDATION LOADING. €>LAa
eHALt.. ee PLACE OV~ A Eo MIL vAPOR 6ARRIER ON CLEAN ADEQUATEl-Y COMPACTED
AND TERMITE POIWNED eOIL
CONCRE'TE UTILIZED IN THe FOUNDATION AND 5LAae eHALL ~AVE A MINIMUM 2a DAY
COMPREee.lve &TRENGTH OF 2500 P.e.,F.
REINFORCING eTE!:L €>HALL ae CllRADE 40 M[NIMUM AND IDENTIFIED IN ACCORDANCE
WITf.! A&rn A "QI~, LAP ePLICE&, UlHERe REGUIREP e.HAU 6E A MINIMUM OF 25" FOR
tf; REaAR , ~o" FOR '0 REeAR . }5" FOR ., RE6AR
PLANe ARE ENGINEERED FOR A MAXIMUM &TEMWAI..1.. HEIGHT OF 4 COUReEe ( AFT~
fiNAl.. elTe GRADINc:i) THe CONTRACTOR OR 6UII..DING OWNER eHALL DETERMINS THE
exACT &TEMUlALI.. HEIGHT SAeE UPON elTS CONDITION& PRIOR TO POURING THe FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORS T~AN 4 COURee ARE REQUIREO
A FOUNDATION eURveY eHALI.. 6e PERFORMED AND A COpy OF THE E;URVeY 5HALI.. ee ON elTl:
FOR THe aUll-DING INe.PECTORe ue.s , OR AU PROP~TY MARKERe eHAI..1.. SE EXPOeEP AND A
€>TRING &TRECTED FI~OM MARK~ TO MARK~ TO VERFIY REQUIREO 5eT aACKa
MA80NRY UJALLe:
CONCRETe MAe.oNRY UNIT eHAU ee HOLLOW UNIT MAeONRY IN ACCORDANce WITH A&TM C.OO
AND 5HAU HAvS MINIMUM ,"'M OF 1500 p.e,I.
MORTAR e~AU CONFORM TO AaTMC -210 AND eHAI..!.. se EITl-l~ Type M OR a
REINFORCING \1ITEEL ~~AI-L e!: GRADe 40 MINIMUM AND IDENTIFIED IN ACCORDANC!:
UlITH AaTMA~I~. LAP e,PIXEa W~ERe REQUIREP &I-lAI..I.. se A MINIMUM OF 25" FOR '5 RESAR
~o" FOR 'Q REeAR AND }:;" FOR., REeAR.
GROUT FOR THE POURW CEl..!..e AND LINTEl-a e~AU ~Ave A MAXIMUM COUReE AUaREGATe elze
OF ~//)" PLACED AT I) TO II INCH el..UMP AND HAve A MINIMUM 21) DAy COMPREe&lve &TRENGTH OF
2000 p.e,I. ( WHEN TEeT!:D PER A&TM C-101~ )
PRoviDe CLEAN OUT OPENINGe ( 1260. IN. ) IN CELl..e CONTAINING ePLICED REINFORCEMENT. Wl-lEN
THe GROUT POUR EXCEEDe 5 FEeT IN HEIGHT
ROOFING _ FLA6HINGe:
ROOFING &Y&TEM AND FLA5HING Ae eTATED IN PLAN& MU&T CONFORM TO C~APTeR 15 OF THe FLORIDA
SUILDING CODE 2001. FLAeHING ePECIFIC eECTION 1001.3,~ CONTRACTOR OR OWNER MU&T PROVID!: WIT~
PLANe ePECIF1C PRODUCT INFORMATION DeTAILING INeTAUATtONOF PRODUCT TO MEeT WIND OEelGNe
OF THle eET OF ORAWING&.
TIM6ER MA TERIALe:
ALL TIMeERe MATERIAl..e e.HALL ee Ae FOLLOwe,
I..VL eEAMe eHAI..1.. ae (1.~e.> MCAI..LI&TER I..VI.. MATERIALe MANUFACTURED ay TRU5e JOI\1IT
MACMIUAN ( OR EQUAL)
LUMaER UTILllED IN eOTTOM PLATE, TOP PLATEe ,PoeT, etUDe PACKe AND eEAMe
eHAI..L. SE tz YELLOW PINE (CR eETTErV
EXTERIOR AND [NTERIOR LOAD eEARING eTUD& e.HALI.. eE ~ ePRUCE ( OR eErTER)
ALL OTHER eTUD\1I e~AU e!: "\1IruD ClIRAD!:" €>PRuce ePAce 10" OC. ALl.. epL!CE& AT
TOP pLATE MueT 6E MINIMUM 4'0" AND NAILEO 4" OC WITH 12D COMMON NAILe
pel.. PoeT e.HAI..1.. SE (1.ee.> PARAI..LAM pe.1.. MAT~IAI..& MANUFAcruRE& ay TRUMJOI&T
MACMILLAN ( OR EQUAl..). e.EE PoeT E;UPPORT TASLe FOR LOAD VAI-UE8.
EXTERIOR WALLe e.~ALL aE CONeTRUCTED WITI-l 112" PL.YWOOD OR 1/16" O.e,B. ( 2-M-W RATING) NAILED
W[TH e.D NAIL& ePACE AT 3" OC ALONG AU HORIZONTAL JOINTe AND EDGEe. 0" OC ALONG ALL VERTICAL
"JOINTe AND EDGE& AND 12" OC ALONG ALl.. [NTERMEDIAT!: eTUD&
AT OPENING& ;;'0" WII)E OR LARGfR eTRAP HEADER 6EAM TO THE HEADER eTUDe WITH (2) U5P OR &IMPeON
L\1ITA24 eTRAP TIEe AT EACH END OF HEADER eEAM, ANCHOR eOTTOM OF HEADER &TUDe TO FOUNDATION
WITH uep OR 61MP50N HTTIQ TENelON TIE.
[NTERIOR eruD WAu..e TO 65 OF 2 X 4 102 e,PRUC5 OR aETT~R WITH elNGLS 2 X 4 p,r,
PINE eOTTOM FLAT!: AND e,INGLE 2 X 4 ~ e.PRUCE TOP PLATE WITH eTUDe e.PACro
MAXIMUM 24" OC. UlALl..e TO HAVE 112" GYPe.UM WARD EACH elDe, WIT~ WALLe AT
aARACt!: TO HAVE MINIMUM R-IlINOOI..ATION
ANCHOR WOOD eHEAR WAU& eEGMENT& TO FOUNDATION WITH &IMPe.oN I..Ti20a TENelON T[e AT EAC~
END OF WAU eEGMENTe AND AT ANY WALL eEGMENT INTfReECTION ( eI.llLDING CORN~e)
AU PlUMa/NG, ELECTRICAl. AND MECHANICAL ROUG~ INe MUeT aE COMPLETI:, INePECTED AND APPROVED
PRIOR TO REQUEeTING THE FRAMING INe.FECTION.
IF DEelRED, EQUIVALENT CONNECTORe MADe ay ANOTHER E;UPPLIER MAyas ueEO IN PLACE OF THE
uep OR e.IMP&ON CONNECTOR& €>HOUJN
THE CLIENT UNDEReTAND& THAT 11-1E Dl::e>ICllNER CARR[l::& NO LIAalLITY IN&URANCE AND THEREfORE
AC':lREE& TO HOLD HARMLEe.e, IDEMNIFY, AND DEf'END DEe.IGNER FROM AU. CLAIMe, Loe.eEe AND
EXf"ENeee (INCLUDING REA&ONAaLE AiTORNSY FEEe) ARI61NG OUT OF OR Ree.ULTING FROM THE
FROJECT. 11-1e DEe.ICllNER WIll.. IN C':lOOD FAITH ATTEMPT TO FROVIDe ERROR FREE CONeTRUCT10N
DRAWIN~e, auT IN 11-1= EVENT ERRORe OCCUR THE DEe.IGNER WILL NOT as LIAeLE FOR coer OF
REPAIR& OR DiaAY TO THE CONeTRUCT10N
80lL TERMITE TREATMENT:
INITIAL e011.. POleONING TR!:ATMENT eHALL. ae DONI! AFTER ALL EXCAvATION
aACKFll-l..lNG i COMPACTING ARE COMPLETe (PER F6C talo,W
ANY OOIL DI&TURaED AFTER THe INITIAl. TREATl1ENT el-lAI-L as Re TREATED
( INCLUDING ANY aoXED OR FORMED AREAe) (PER r=ec 11)161.2.)
eOXED AREA8 IN THI! CONCRETI! e.LAa FOR INeTALLATION Oil TRAFe eMAU- el! MAD!!
WI"~ p~MAMENT META!. OR pLAaTIC FORMe. P~MAMENT FORM& MU&T 6l! OF AN ADeQUATl!
elZ!! i D5PTH TO EL.IMINATl! ANY DI&TUReANCe OF Tl-l!! 0011.. AFTER THe INITIAl.. TREATMENT
(PER F60 1/)16.1.3)
,,\ MNIM'J~ .e.. MI~ L v'~.P()? ~.A,\Q.~I~ ",",T \".~ IN':!'T4U,~ '1'0 ?;:lOT=.,e:' A!)6,N~T ~^!N\I~U.
DILuTION If! RAiNI'ALL OCCUl'<:6 e&ORI! VA~O~ ~ARRIER f'LACEMENT, RI! fReATMEN1' 6HALL
a!: REQUIRED (PER Fac lelQ.f.4)
AJ.J. eI.lILDiNG& ARE REQUIREO TO l-lAVE A PRE CON&TRUCT10N TERMITe TREATMENT
(PER FeCleIQ,I.1)
AFT~ AU LUORK 1& COMPLETe ANY I..oo&e LUOOD AND FILL HUeT ee ReMOVED FROM
SELOW AND WITH IN 12" OF THe 6UILDING, THI& &I-lALL INCLUDe AU GRAD!: &TAKE& ruB
TRAP WXE8, FORMe. &I-lORINCi AND ANY OTHER CELLULoee CONTAINING MAT~IAL6
<PER Fee 2;'0), ,.~)
NO WOOD VEGETATION, eruMPe, CARDaOARD, TRAeH, ETC, 614,.1.1..1.. 6E 6URlEO WITHIN 11)' 0"
OF ANY 6UILDING OR PROPoeEO aUILDING (P~ Fee 230~1.4)
ANY CONCRETe OVER POUR MORTAR OR erucco MATERIAle ALONG Tl-ll! FOUNDATION peRIMETER
MUeT aE REMOVED FRIOR TO EXTERIOR e.olL. TREATMENT (PER Fee lalQ.I.~)
EXTERIOR e.oll... TREATMENT MU&T 61: APPL.IED UNDER All.. EXT~IOR CONCRETE OR GRADe
WITHIN 12" OF THE 6TRUCTUR!: eolDE WALLe (PER FeC laI6,1.6)
AN exT~IOR VERTICAL CHS'1ICAI.. 6ARRIER e~ALI.. SE INeTALLED AFTER CON&TRUCTION Ie
COMPLETE ( INCLUD[NG I..AND5CAPING AND IRRIGATION) ANY 0011.. oleruRaED AFTE.R THe
VERTICAL aARRIER [e APPLIED, e.HALL aE RETR!:ATED (PER rec lal~.1.6)
IRRIGATION 1 5PRINKLER eY&TEMe INCLUDING ALl.. RI€>ER& AND e.PRAY HEADe e.HAI-L NOT 6e
INeTALLED WITH 12" OF THE eUILDING e[DEUJAU& (PER Fee 1003.4.4)
CONOEN6ATE AND ROOF DOWN e,POUTe DleCHARGE AT LEAeT 12" AWAY FROM THE aU[LDING
elD!: WALLe (PER Fec 100),4,4)
THE DleTANCE FROM THE EXTERIOR WALl. COVERING ( !:XCEPTI0N6, PAINT AND DECORATIV!:
CEMENTITIOU& FINI5H LEM THAN ;;//)" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
AND FINAL EARTH GRADE eHALL NOT 6E I..Eee THAN 0" TO ALLOW FOR IN&PECTION FOR FUruRe
TERMITe IN1=E&TATIONe (PER rec t40).I.~)
A" CERT[FICATE OF COMPLIANCE" eHAI-1.. ee leE;UED TO THe 6UILDING DEPARTMENT ay A I..ICENero
PE&T CONTROL COMPANY eEFORE A · CERTIFICATE 01= OCCUPANCY WILL ee leeUED. THE CERT[F[CATE
e.HA/.J.. eMTE, (PER roc 1~1!).1.1)
" THe 6UILDING HAe RECEIVED A COMPLET!: TREATMENT FOR THe PREvENTION OF E;UaTERRANEAN
TERMITEe. THE TREATMENT Ie INACCORDANce WITH THE RULEe. AND LAwe OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONe.UMERe €>ERVICE&
A PERMAMENT elGN THAT IDENTIFIE6 THE TERMIT!: TREATMENT PROVIDER AND NEED FOR RE IN6PECTION
AND TR!:ATMENT CONTRACT RENEWAl. eHAU eE PROVIDED. THe 616N eHALL ee POeTEP NEAR TI4!: WAT~
HEATER OR laECTRICAI.. PANEl- (PER FeC 104.2.0)
TRueeee:
IF THI! CONTRACTOR, TRuee MANUFAcruRe OR ANY OTHER DEelGN PROFEe&IONAI.. REVles THe
TRUe& eY\1ITEM LAYOUT FROM THoeE eHOUJN ON Tl-lE6E PLAN& ARKAY ENGINEERING, INC Ie
REQUIRED TO REV[EUJ AI-L FINAL CON&TRUCTION DOCUMENTe FOR COMPI..IANCE WITH TH!:
DEelGN INTENT PRIOR TO COMMENCEMENT OF THe PROJECT
eXTERIOR LUINDowe . DOORe:
AU exT~IOR WINDowe i GLA&& DOORe OR ENTRANCE DOOR eHAI..!.. ae TEeTED IN ACCORDANCI! WITH
ANWAMMA/NUJWDA 101M2 eTANDARD AND eEAR AN AMMA OR UJDMA LAeEL IDENT[FYING THI! MANuFACruRe
PERFORMANC!: CHARACTERI\1IT1Ce AND APPROVED PRODUCT TE&TING ENTITY
AU MULL lONe AND AD"JACENT DOOR/WINDOW Ae6S'1al..[Ee &I-lALL ae TE&T OR ENGINEERED TO TRAN5FER
1.5 TIMEe Tl-lE De&ICiN 1..0ADe TO Tl-le ROUG~ OPENING &U6&TRATe
INeT AU- ALL WINDOW& AND DOOR AeeEMel..IEe PER THe MANUFACTURe ANCl-lORING RECOMMENDA TIONe
TO ACHIEV!: TH!: DE&IGN PREe&URE& €>PECIF[EP
EL..ECTRICAL, PLUM6ING, . MECHANICAL.r
IN ACCORDANC!: WITH CHAPTER 411.003 (2) (1) 01= THS FLORIDA ADMINleTRATlve CODE, El-ECTRICAI..
PLUM61NG AND MECHANICAL ayeTEM8 e~AU SE DE&IGNEP ay THE REePECTlYe CONTRACTOR TO
M,EET AI..!.. APPI..1CA6l..e CODEe. THe laeCTRICAL., PLUM61NG AND MECHANICAL. ayeTEMe DRAUJN HERON
AR!: aA6E UPON A DEe.IGN PROVIDED ay TH!: OUJNER TO ADDREe.e Hle/HER REGUIRS'1J:NT&.
ALL El-ECTRICAL OUTLETe IN aATHROOMe, K[TCHEN, WITHIN ~' FEET OR eINK6), aARAGe! AND AT
EXT~IOR LOCATION& &I-lALI.. aE WIRED INTO A GROUND FAULT INTERRUFTER "CllF'" CIRCUIT
AU. El-ECTRICAI.. OUTI..ETe IN 6EOROOM& i F1XruRE& &HAI..!.. 6E WIRED INTO AN ARC-FAULT INTERRUPTER
"AFI" CIRCUIT
&MOKE OETECTORe eHALL aE PLAce IN EACH S!:DROOM AND
IN HAl..!.. WAY AREAe ADJACENT TO eEOROOM AND OTHER LIVING
AREA&
eAFETY Gl.AZING:
THe FOLLOUlING eHAU e!: CONelDERED ePECIFIC HAtARDOU6 LOCATION FOR THE PURPoe!: OF
GLAZING
(1) CtL.AZING IN e.UlING DOORe, FIXED AND eLIDING PANEl- OF eLIDING DOORe
Aee.EMaLIEe
(2) GLAZING IN DOORe AND ENCJ..O&uREe FOR HOT ruee, UlHIRL.POOL,&, eAUNA8, &TEAM
ROOMe, aATl-lTUee AND eHOWER&. GLAZING IN ANY PORTION OF A 6UILDING WALL
ENCLOe.ING TH!:eE COMPARTMENT6 WHERE THE aonoM EDGE OF THE GLAZING 1& L!:e.e
THAN ~O' AeOVE TH!: DRAIN INLET
()) GLAZING IN INDIVIDUAL FIXEP OR OPERAel-e PANEL ADJACENT A DOOR WHERE
THE N!:AREeT VERTICAL EDG!: 1& WITH[N A 24" RADlue OF TH!: DOOR IN A CL06ED
POe.IT10N AND WHOeE eOTTOM EDGE 1& LEe.e T~AN e.o" AeOVE THE FINleM FLOOR OR
WALKING eURFAce
(4) GLAZING IN AN INDIVIDUAL Flxm OR OPERABLe PANEL OTHER THAN THoeE LOCAT10Ne
DEeCRlaED IN ITEMe (2) AND (3) Aaov!: . T~AT MEET6 AI..!.. OF THE FOLLOWING
(A) EXPOeEO AREA OF AN INDIVIDUAl.. PANE GREAT~ THAN ~ eQ. FT.
(a) aOTTOM EDGE LEee THAN la' AeOVE THe FLOOR
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(D) ONE OR MORE WALKING eURFACee UlITHIN ~" HORIZONTALLy
OF TH!: PL.AN!: OF THE GLAZING
DRAFT8TOPPING:
IN GINGI..E FAMILY DwELLINGe, DRAFTeTOPPING& &I-lALI.. 6e PROVIDED ( PARAllEl.. TO Tl-lE MAIN
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ATTIC ACCEee:
ATTIC 6PACI:e e.HAI..!.. aE PROVIDED WITH AN INTERIOR ACCEe& OPENING NOT LE6e THAN
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Tl-lAT Ie EA&II..Y REMOVED OR OPENED. UIl-lEN MECHANICAL EQUIPMENT Ie IN&TAI..I..ED IN
THe ATiIC, IT eHALI. e!: INeTALl..ED IN ACCORDANce WITH MECHANICAL COD!.
ACCEee 1& NO" REQUIRED WHEN THe Cl-I!AR I4I:IGHT Oil THE ATTIC 6FACe , MEA6URED
AT Tl-le ROOF PEAK Ie l..E6& THAN 24",
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ARKAY ENGINEER;NG INC.
eTRUCTURAI.. ENGINEERe
ROOF VALLEY DETAIL
TYFICAL. CONV FRAME VALLEY DETAIL.
RICHARD L KIDDtY P,I:.
FLORIDA I..ICENee NUMaER 312~0
I H~ay CERTIFY THAT THME pl..ANe AND ePEClflCATIONe
uJAe PREPARED ay Me O~ UNDER MY DIRECT euPERvlelON
ARE IN COMPLIANCE WITH Tl-lE l=LORIDA aUll..DING CODE 2001
FOR lIO MPH ( 3 eECOND c,ueT ) WND ZONS - ~O MPH FA&TEeT
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