HomeMy WebLinkAboutBIN A-6 PERMIT 3951
1/211 COX OR 1/1e," oee ROOF eHEATHING
NAI1.ED e," OC ON AU. EOGE8 AND IN THE
FIE1.D WITH aD NA I 1.8, ueE 8TEE!.. P!. YC!-IP8
AND .1' FE!. T WITI-f eI-fING1..Ee, RIDG= V~T
A8 REGUIRED
2X4 OR 2><6 WOOD eue WITI-f J
A1..UMINUM eOFFIT AND FAcelA
Tr-<IM
MIN R-22 IN8UL-ATION
IN A1.J. A rrlc AREAe
ENGINEERED ROOF
TRUeeE& 24- OC
uea (I) elMPeON !-lET A20 TRuee 6TRAP
POURED IN l.INTEL. AT AU. TRuee BEARING
1..0CA TION6 EXCEPT A6 NOTED ON TRU6e
Pl.AN. FILl. AU. NAIL6 1-I01.E6 WITI-I IOD X
1 112" NAIL.&
1/211 CEI1..ING TYP= GYP&UM BOARD
el::= 1..INTEL. CHART
eING1.E 60ND BEAM WITI-I (I) t!;
REeAR CONTINUOU8 TIED TO A1..1..
VE;RTICAL RODe
AL.UMN 8,H. WINDOUJe
MAeoNRY el1.1..8
.3/411 P.T. FURING WITl-f .3/411 TUFf: R
INeUL.ATION OOARD AND 1/211 GYPOOM
TYPICAl.. 4" CONCRETE 61..A6 WITl-f WIRE MEel4
OR FI6ER MEal-! AND 6 MIU- VleGUEEN OVER
C1.EAN COMPACT TERMITE TREATED 8011..
--:::=: ..----
all 13/..0CK lUAU. aloll IN !-lE1GI4T
DECORATIVE CEMENTlTOU8 FINleH
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tl Nf)L -rl~~lIW")MT y'h;TiGL
St~\,L- bJi- p~ ~1!:20 AT 5Llil11-1O~ \.,
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Ie, x 12" FOOTING6 WITI-I
('2) t!; REBAR ON CI-!AIR6 ~
GROUND WIRJ: TO
FOOTING RI::BAR
t, VERTICAl.. ROD8 FROM
FOOTING8 TO BOND BI:AM
WITl-f 24" LAP MINIMUM
BOTTOM OF FOUNDATION
MINIMUM 1211 eaow GRAD=
8' 011 6LOCK WALL DETAIL NOT TO eCALE
~
IT WIL.L. ee THe REepON8161L.ITY OF THe CONTRACTO~
fOWNER TO PROYIDE DOCUMENT6 8HOWING THAT AL.L.
WINDowe AND DOORe ON THI6 ePECIFIC Joe MEET THE
DE81(1N PRE8eURE6 6r A TED ON FLANe.
WIND DeelGN Ffii<eeeURE eCHeDUlE
OPENING FOelTIYE NEGATIYE
(A) . 20.0~ -2&.13
(6) 20.80 -22.~0
(C) . 20.06 -2&.13
(D) 1f}.50 -22. ~o
(E) 20,f}0 -22,~0
(~) 21. 80 -2g.10
(<:1) 21.20 -21. ~6
(J.V lca. ca3 -2'.13
(I) 21.20 -21. g6
(J) 21.80 -23.60
MUL. TIPL.E WINDOW OR DOOR UNIT
THE CLIENT UNDER6TANOe THAT THE OEe.'<ilNER CARRIEe. NO LIAalLlTY INe.URANCE AND TH~EfOR5
A~RElE& TO HOLD HAI'i:MLE6&, IDEMN1FY, AND DEFEND DEelGNEI'i: FROM AU. CLAIMe, lOUEe AND
EXPI!iNe.e6 ClNCLUOIN<iI ~EA60NA6LS ATTORNEY FEE6) ARlell'lG OUT OF OR REeuL TINCt "ROM THe
P~OJSCT, THe DseKiNER WILL. IN a.ooD FAITH ATTEMPT TO PROVIDE ERROR FREE CON&TRUCTION
DRAUhN<r.e. aUT IN THE liVeNT ERROR6 OCCUI'i: THE DEela.NER WILL NOT aE I..IAaLE FOR coer OF
~EPAIRe OR DELAY TO THE CON&TRUCTION
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GARAGe e.LAa MINIMUM
4" aaow I-IOU6E !LAa
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16' 0" ><: " 0" (;rARAGE DOOR
(D)
210"
2010"
4~' 4"
FLOOR PLAN
1/4" = 1'0"
ALL EXTERIOR WALL5 ACT A5 5HEAR WALL5
.~; '" 01\]\. Sli -' ~ I .' .. ,
i\L \AllL'\G CODES ~_-;,\ .?L Y W1Di ALL
CODE. NA nO.'lAL [L~ LORlDA BUILDmc
CITYOFZEPliYRJ[1J CTRlCCODEAJ\1'
j "'- ,-S ORDr:.:A'\CC
ARKA Y ENGINEERING INC.
&TRUCTURAL ENCtINEER&
,: _ zA. L.,~"r 2}' ~-JI 8. WE fj
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"J L..~~:.: APPF,OVED ()){).2.j'Jl<Q1l
RICHAF(P l.. KIOoSY p,e,
flORIOA LICeN~e NUM6ER )m6
I HERay CERTI;:Y THAT TI4E~e FLAN& ANO &FECIF1CATION&
UJA6 Pf<EPAf<EO ay Me OR UNOER MY DIf<ECT 6UFERY1&ION
ARe IN COMPLIANce WITl-! Tl-Ie l=L.OF(loA eUI!..PING CODa 2001
FOR 110 MPH () 6ECONO GU&T) WIND tON!-~ MPH M&TE6T
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GARAGE 424
SNTRY 29
TOTAL.
1829
pc:,
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RIDGE VENT
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RIDGE VENT
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1/4" =
110"
ELEVATION
FRONT
(A)
12
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11
FRONT
1/4" =
1'0"
(6)
ELEVATION
RIDGE VENT
RIDGE VENT
12' 0101
16" 014
12' 0101 .
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. . . . . . . .' DECORATIVE CEMENTITOU~ FINI614 ., . . . . . . . . . .
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. . . . . . . . . DECORATIVE CEMENTITOJe FINI614 . . . . . .
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LEFT ELEV A rJON
1/4" = 110"
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RIG~T ELEVATION
1/411 = 1'0"
12" 0101
RIDGE VENt
6" 011 12'
. . . .
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011
A~KAY l:NGINl:~ING INC.
&TRUCTURAL. ENGINEER&
REAR ELEVATION
1/4" = 1'0"
RICHARD I.. KIDD5Y P.E.
FL.ORIDA L.ICEN&S NUMeER )~l!o
II1ERBY Ci::~TIFY TIoIAT Tl-lE&E Pl-AN& ANt:> &Pl::CIF1CAT10N&
WA& pf<SPAREO ay ME OR UNOER MY DIRECT 6UPERVI610N
ARE IN COMPI.IANCE WitH tHE FI.ORIDA eUIl.DING CODE 2001
FOR 1t0 MPIoI () &ecONt:> OO&T) WINO ZONI!-eO MPl-! M&TE&T
~PS:O
THE CLIl::NT UNO=.R<lrANO& TI1AT 'tHe DlEe.IGNER CARRllE& NO L1AaILIT'r IN<lURANCe AND THEREFORE
AGRE.E& TO 110LD I-lARMLE&&, IDEMNIFY, AND DEFEND DE&IGNER FROM All CLAIM&, 1.06&E& AND
EXPENeE& (INCLUDING RI!A<}ONA5I..E ATTORNEY FEE&) ARlelN<i OUT OF OR REWLTING FROM THE
PROJE;CT. Tl-lE DE61GNER WIll. IN a,OOD FA1Tl-l ATTEMPT TO PROVIDE ERROR FREE CON&tRUCTION
DRAWING&, 6UT IN Tl-lE EVENT ERROR<l OCCUR Tl-lE DEe.IGNER WIL1. NOT 6E LIA6LE FOR coeT Or
REPAIR<l OR DELAY TO THE CON<lTRUCTIOH
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GARAGE 424
SNTfiiQY i9
rOT AI.. ta28
Fa,
2 OF 6
Af<KAY · 73~1
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LINTEL LOAD CHART ( ,~" DEEP eeCTION )
CLeAR ~PAN CONCRETE U LINTEL. "POWER 'I eTEa "POWeR" ~TeEl-
eox LINTEL
I' .. ~" 4~a1 PI-F ( UNFillED ) 1010 PI-F 1--2 ~e~' PI-F
2' .. 211 34~5 PLP ( UNFillED ) ~~2~ PLP L-2 ~a.30 PI-I=
2' .. a" 211' PLF ( UNFILLEP ) ~~~ PLF 1..-2 &&4~ Pl.F
3' .. 2. 2332 PLI= ( UNFILLED ) 450a PLF 1.-2 4~ 13 PLF
4' .. 0" la3~ PLP ( UNFILLED ) 3~35 PLP L-2 36'a'a PLP
4' .. ~" 1~24 PI.P ( UNFIl..L.!:D ) 3154 PI.P 1.-2 328e PLP
17' .. 2' 2'39 PLII .. Z146 PLP L-2 .. 21364 PLP ..
e.' .. 2. 2111 Pl..F .. 21<aa PI-F 1--2 .. 2400 PI.F ..
,,' .. 0. l~& 1 PLI= .. 202& PLF 1..-2 to 2114 PI-F ..
a'.. o. 1113 PI-F .. 116a PI-F 1--2 .. 2213 Pl..F ..
~' .. 211 148~ P\.F .. 1945 PLF 1-..2 .. Iga4 PLI= ..
10'.. 0" 1354 PLF .. 1414 PLP 1..-2 .. lal'a PLP ..
10'.. e" 1111 Pl..F .. 1325 P\.F 1...2 .. 1110 PI.I= ..
11' .. 2" 1200 F'I-F .. 12.30 PLF 1..-2 .. 1~2<a PI-F ..
12' .. 0" flOg PLF .. 1I1a PLF 1--2 .. 1~15 PLF ..
12' .. a" 1044 PLF .. 1116 PI-F L..2 .. 1436 PLF ..
13' - 4" 13<aa PI.F .. P l.3a1 F'I-F 1...2 .. ~I- .. I 1.3(,4 PI-F ..
141 .. o' 1321 PLP .. P 1321 PLP 1.-2 .. 61. .. 1 12<ag PI..I= ..
16' .. 0" 11&2 PI-F .. P 104a PI-F L-2 .. 61. .. 1 1131 PLF ..
la' .. o. 1016 PLF .. P e2a PI-F 1.-2 .. 61. .. I ~~o PLF ..
la'.. e" <211' PI..F.' P 110 P1.F 1-..2 .. 61.. .. 1 8<213 PI..F"
20' .. o' e1(, PI..F .. P ~2<a PLF 1.-2 .. 61- .. 1 1&4 PI-F"
~' .. el 1eg P\.F.' P !;23 PLF \.-2 .. 61. .. I 606 P\.F"
.. .. DENOTE6 '5 REBAR X CONT. PLACED IN 6OTTOH COUR6e ANO
16. DEEP eEAM POUf<EO WLID UJIT~ 2500 pel CONCRere.
.. P .. DENOTE6 PRe eTRE~eED u l..INTa. WIT~ '5 REaAR X CONT.
PLACED IN eOtTOM COUR6e . 16" DEEP eeAH POURED &oLIO
UJIT~ 2500 P~I CONCf<ETE
.. & - DENOrE& IN eOTTOM COURee . (~) - 5 I 16" &MOOT~ &TIf<RUF'i}
AT a" OC AT EACH END IN A 16" DEEP eEAM POURED &oLIO
WIT~ 2500 pel CONCRETE
INT &TUO WALL
P. T. F'I.A TE ANCHOR!:D
WIT~ 6OL.Ta AT 24" O.C.
4" CONCRETe 6LAe
MIN. 2500 P&I
OVER TREATEO
COMPACTED FlU-
e.X6 fO/10 WWM
(OR EGlUAU
4"
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ON CHAIR~
121
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TOP or: BLOCK COLUMN EACI-! e.IDE
OP WOOD BEAM. FlU. AU. NAIl.. HOLE&
WITH 10D >< I I '21" NAIL&
DBl- 2 X 12 lO2 PINE BEAM
WITI-! ONE LAYER 112' PI. Y
WOOD IN CENTER
ALl- ARCH FRAMING TO BE 2 >< 4
lO2 &PRUCe MAXIMUM eTUDe e.?ACING
OF leo' W\~ \12" PI. YWOOD NAILED Eo' OC
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l'O:EPAll'O:& OR DELAY TO THE CON&tRUCTION
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I H~aY C~TII:Y THAT THEel: PLAN& AND &PECIFICATICN&
WAe PRePAREO ay MI! OR UNDER MY DIRECT 6\Jp!:Rvl&ION
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160 NAIL& AT EACH END NAIL TO 2 X 4
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Fl.ORIDA L.ICeN&E NUM6ER )12eQl
I HERey CERtl1=Y tHAT tHE&E PI.AN& AND &PECIFICAT10N&
UJA& PREPARED BY MI! OR UNDER MY DIRECT &IPERVl610N
ARS IN COMPLIANCS LI.Ilt~ tHS FLORIDA BUILDING CODS 2001
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PLUM6iNG AND MECI-4ANICAI. 6Y&tCM6 61-4ALl. 61: Dl:elGNED ay T~!: REepECtIV!: CONtRACTOR TO
M,EET ALL APPLICABLE CODE&. THE ELECTRICAL, PLUMalNG AND MECHANICAl- &Y&TEH& DRAWN HERON
ARS BA&E UPON A DE&IGN PROVIDED ay THE OIJ.lNER TO ADDf<E&& I-lJe/l4ER REQUIREHENT&.
AU. l:I..l5O~ICAI. OUT\.1I16 IN 8A'tl-lfltOOM6, KITCHIN, (WITHIN tI '01 OM 6INK6', GAfltAGII AND A'
l!XTERIOR I.OCATION6 &HAI-J. ell WIFtIW INTO A GfltOt.lND l-AUI.T INt~FtUPTIiR "0.18'" CIRCUIT
~ eATH FAN
--y- LIGHT COM60
@ WALL ecONCS
Iji;J TE1-EY1610N
AL.1. aEC~ICAI. OUtLt:t6 IN 6l:DROOM& . FlXruRE6 eHALI. aE WIRe:D INTO AN ARC-FAUL T INtERRUPTER
U AFI" CIRCUIT
&MOKS Drrn:CTOR& &HALJ. es PL.ACS IN EACH al:DROOH AND IN HAL.1. WAY AREA& ADJACENt
TO aEPROOH AND 01l4!:R LlvlN<i AAEA6
n FLUORl:ecENT
~ FIXTUF(E
db EXil:RlOR 061. FLOOD
@ PI-lONE
GROUND UJIF(E FOF(H F(EaAR TO ELECTRICAl- PANEL PER N.I!.C,
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2002 National Electrical Code
210.52(A)(1) - Dwelling Unit Receptacle Outlets - Spacing
210.12(B) - Dwelling Unit Bedrooms - AFCI Protection
422.18 - Support of Ceiling-Suspended (Paddle) Fans
210.11(C)(3) - Bathroom Branch Circuits
406.8(B)(1) - Receptacles in Wet Locations
210.63 - Receptacle Placement for Ale
ARKAY I:NGINl:EJ<ING INC,
&TRUCTURAI. ENGINEEF(&
RICHARD L. KIDD5Y P.E.
F1.0RIDA LICEN6E NUMaER )~~~
I HERey CERTIFY THAT THE&S PI.AN& AND &PECIl=ICAT10N&
WA& PREPARED BY Me OR LINDER MY DIRECT &UPERV1&ION
ARe IN COMPLIANCe U)jTI-I THE FLORIDA aUIWING CODe 2001
FOR 110 MPH () 6ECONP GU&T) WINO ZONl!-~ MPH PA&TE&T
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LIVING 131~
a,ARAGE 424
ENTRY 28
TOTAL..
1&28
PG
S OF ~
A~KAY .. 73(P7
GsENERAL NOTE8:
THI~ OOlL.PING l-IA~ aEEN Oe61GNED TO CONFORM TO THI! FLORIDA aUl\..PING CODE 2001.
~,f<KAY' ENGINEl:f<ING INC, A f<EGI&TEF<ED LICENeED, FLOf<IDA Ff<OFEeeIONAI. &Tf<UCTURAI.
ENGINEERING COMPANY, HA& APPI.IED " RATIONAl. ANAl. Y&I&" FOR THE &TRUCTURAI. DE&IGN
OP THI~ &TRUCTURe
THE 6WLDING ( INCLUDING ALl. cOMPONENT& AND cLADDING& &HAU 6e DE&IGNED FOR THE
FOU-OUIING 6UPERiMPOe.eo LOAO&
FLOOR&I
I..IVI! 1..0AD& - 40 P.&.F.
DEAD LOAD& - 10 P.&.F.
GARAGI! 61..Aa,
UVI! L.OAD& - 50 p.e.F.
DEAD LOAD& - 10 p.e.F.
ROOF.
UJIND.
LIVE! LOAD& (Tf~uee TOP CORD) . 20 p.e.F.
DEAD 1..0.AD& <TRue& TOP CORD) .10 P.&.P. 1& p.e.p. UJHEN TILE ROOP IN&TAL.L.IED
I..IYI! L.OAD <TRuea eoTTOM CORD) - 10 F.&.F.
Ae&lMED TRU&6 eaF LlJEIGHT ( DEAD LOAD) ., p.e.F.
6UILDING 1& DEe-IGNEO TO CONFORM TO A6CE ,-~&. c~APTER ~, PER FLORIDA 6UILPING
cODe 2001 eECTION 160~.1.1
UJIND DEelGN A66UMFTION&.
"
eUIL.DING EXFO&lRE . 6
OOIL.DING IMPORTANCI! FACTOR. 1.0 (CATEGORY' II)
MEAN ROOF HEIGHT 30' OR L.Eee
HEIGHT' EXFO&lRE ADJJaTMENTe COE1=FICIENT . 1.0
ENCL.OelED OOII-DING
INTERNAL PRE&6URE COE1=l=ICIENT .. I .O.IG
eeE LlJINO &FEEO INFORMATION eTATEO ON FLANe
T'rPI! , CON&TRUCT10N
eOI1- BEARING. COMFACTIONs
THEel! FI..AN& ILIERI! DRAUJN eAelED UPON AN AU-OUJAaU! eOI\.. aEARING CAPACITY' OF
2000 F.e.p.( MINIMUM) THI! CONTRACTOR/PROPERTY' OWNElQ 1& REeFON&leLI! FOR YERIFfING
TI~AT THE &011. ON THE elTE 1& FROPERLY' PREpAREO AND COMPACTED &..lCH THAT IT CAN
6UPPORT A 2000 p.e.p. FOUNDATION LOADING
ARKAY' ENGIN~RING INC. A REGI&Ta<ED LICEN&ED FLORIDA PROFEe&IONAI.. &TRUCTURAI..
ENUINEERING COMPANY', DEelGNED THEeE FOUNDAT10N& LlJITl-lOUT VlelTING THE CON&TRUCTION
&lrE NOR PERFORMING ANY eolL TE&TING
AAKA Y ENGINEERING INC &~AU NOT BE RE&PON&IBLE FOR THE &ITE 50IL AaIL.ITY TO &lPPORT
THE 6UIL.DING LOAD&
FOUNDATION. aLAe - ON- GRADE NOTEa ,
aUIL.DING 61TI! ~!..1- eE ~CRAPEO TO REMOVI! AL.1.. ORGANIC MATERIAL&..
ANY ADDitiONAl. FILl- PLACED ON THE BUILDING PAD AREA, ~~AU aE COMPACT EO
&!JC11 THAT IT CAN ADEQUATEl.Y &lPPORT A 2000 P.&.F. FOUNDATION LOADING. &LA6
el4AL.1- al! PI..ACI! ovm A 6 MIL. VAPOR eARRIER ON CI..I!AN ADEQUATEL.Y' COMPACTIED
AND TERMITE POI&ONED eoll..
CONCRETE UTILIZer> IN THE FOUNDATION AND e.LAa& e.HALL ~AvE A MINIMUM 28 DAY
cOMPREe&IVe eTREN:GTI1 Of! 2~0 P.&.F.
REINFORCING eTI$. ~AU ae GRADE 40 MINIMUM AND IDENtiFIED IN ACCORDANCE
UJITl-l AeTM A -~I". LAP 6PLICE&, LlJHERE REQUIREr> &HAL.1. Be A MINIMUM OF 2~" FOR
~ REaAR . roO I'OR .~ REaAR . ~~" FOR ., REaAR
pLANe ARE ENGINEERED FOR A MAXIMUM &TEMWAU HEIGHT OF.4 COURe.E& ( AFtER
FINAl. &ITE GRADING) THE CONTRACTOR OR 6UILDING OLlJNER ew.U DETERMINE THE
EXACT &TEMUJAl..l.. HEIGI1T eA&E UPON &ITE CONDltION& PRIOR TO POURING TI1I! FOUNDATION
AND CONTACT ARKAY' ENGINEERING w..lEN MOf<E T~AN .4 COUR&E ARE REQUIREO
A FOUNDATION 6URVEY ~HAU el! PERFORMED AND A COpy OP THE 6URVEY ~HALI.. al! ON elTI!
FeR THE 6UILDING IN&PECTOR! U&E . OR ALL PROPERTY MARKER& &HAL.L BE EXPOeEO AND A
eTRING &TRECTEO FROM MARKER TO MARKER TO YERFIY REQUIREO eET 6ACK&
MAeONRY WALLe,
CONCRETE MA&oNRY UNIT eMAL.L 6E HOLL.OW UNIT MA&oNRY IN ACCORDANce LlJITH A&TM C-~O
AND &HALL HAYE MINIMUM P'M OF 15<00 P.&.I.
MeRT AR &HALI- CONFORM TO A&TMC -210 AND ~~AU Be EITHER TYPE 1'1 OR &
Rt:INFORCING &ren ew.L.1.. eE ~RADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
LlJITH A&TMA-6Il? LAP 6PI.ICE& LlJHERE REQUIREO eHAU ae A MINIMUM OF 2~" FOR ., REaAR
30" FOR 'ao REa.6.R AND ~!;" FOR ., REaAR.
~ROUT FOR THE POJRED Ca.L.& AND LINTa& &HAL.L HAYE A MAXIMUM COUReE AGGREGATE &IZE
OF 3/a" PLACED ,~T a TO II INCH &LUMp AND HAYE A MINIMUM 2a DAY COMPREeelYE &TRENGTH OF
2000 P,~.I. ( WHEN Te&TED PER A&TM C-IOI<:l )
PROVIDE CLEAN OUT OPENING& ( 12 ~. IN. ) IN CEU& CONTAINING &pLICED REINFOf<CEMENT. LlJHEN
THE ~ROUT POUR EXCEED& , FEET IN HEIaHT
ROOFING . FL.Ae~INGe,
ROOFING &Y&TEM AND FLA&~ING Ae eTATED IN PLAN& MU&T CONFOf<M TO CHAPTER 11; OF THE FLORIDA
eUll..DING CODe 2001. FI.A&HING e,PECIFIC eeCTION 150'.).~ CONTRACTOR OR OUJNER MU&T PROYIDI! LlJITI1
PLAN& e,PECIFIC PRODUCT INFORMATION DeTAIL.ING IN&TAU-ATIoN 01= PRODUCT TO MEET UJIND DEe.IGtN&
OF THI& &er OF C'RAWING&.
TINSER MATERIALe:
ALL TIMBER& MATERIAL& ~HALL aE A& FOLLOLlJ&.
LVL eEAM& el-lALL al! n.~J!) MCAU-I&TER I-YL MATERIAL& MANUFACTURED ay TRU&& JOI&T
MACMIU-AN ( OR EQUAl.)
L.UMaER UTILiZer:> IN eOTTOM PLATE, TOP PLATE& ,PO&T, eTUD& PAcK& AND aEAM&
el4AL.1- al! "2 'ra.LOW PINI! (OR eEriER)
EXTERIOR AND INTERIOR LOAD BEARING eTUD& ~AU 6E "2 &PRUCE ( OR aETTER)
Af-L OTHa< &TUO& &HAU- al! "&TUO GRADe" &PRUCe &PACI! 16" OC. AU- &PI..ICE& AT
TOP FI..ATE MU&'r e.e MINIMUM 4'0" AND NAllJ:O 4" OC LlJITI-l12D COMMON NAILe
P&1- PoeT ~HAW_ al! n.&EJ PARAI-J.AM P~1- MATERIAL.& MANUFACTURE& aY' TRUe&JOI&T
MACMIU-AN (OR EQUAl.). &EE PoeT 6UpPORT TAaLE FOR LOAD YALUE&.
EXTERIOR WAL.LE) eHAU- al! CON&TRUCTIED WITI1 112" PI. Y'WOOD OR 1"6" 0,&.6. ( 2-M..UJ RATING) NAIl-EO
UJITI1 ~D NAIL.& &PACI! AT )" OC AL.ONG AL.l- I1ORIZONTAI- JOINT& AND EDGE&, ~" OC ALONG AL.1.. YERTICAL
JOINT& AND EOa,E& AND 12" OC ALONGI AU INTERMEOIATE eTUD&
Ar OPENING& ~'o" UJIDe OR J.ARGER &TRAP HEADER eEAM TO THe HEADER &TUD& UJITI1 (2) U~P OR 61MP&ON
L&TA24 eTRAP TIE& AT EACH END OF HEADER aEAM. ANCHOR eoTTOM OF HEADER eTUD& TO FOUNOATION
LlJITH U&P OR el1'1F&ON ~TT1~ TEN&ION TIlL
INTERIOR eTUD UJAu..& TO BE OF 2 ~ 4 t2 &PRUCI! OR 6enER WITH &\NGLE 2 ~ 4p.T.
PiN!! aOTTOM FI.ATE AND &INGI..!! 2 ~ .4 "2 &FRUCe TOP PLATE LlJITI-l &TUD& &pACEO
MAXIMUM 24" OC. UJALL& TO HAYE! In" G'rP6UM eOARO I!ACH ~IDI!, WITH UJAU-& AT
GARAGI! TO HAYI! MINIMUM R.II IN&ULATION
ANCI10R UJOOD '*4i:AR UJAU-& 65GMENTe TO FOUNOATION UJITI1 ~IMP&ON 1-TT206 TeN~ION TII! AT I!ACl-l
END 01= WAL.l- &EGMENT& AND AT ANY' WALL &EGMENT INTER&ECT10N ( ISUII.DING CORNER&)
ALL pLUM6ING. E:L.ECTRICAI- AND MECHANICAl- ROUGt4 IN& MU&T eE COMPLETE, IN&PECTED AND APPROVEO
PRIOR TO REQUiS6TING THE FRAMING IN&PECTION.
IF DE&IRED, EGlUIVAUENT CONNECTOR& MADE BY ANOT~ER 6UPPLIER MAY' BE U&ED IN PLACE OF THE
U~P OR 61MP&oN CONNECTORe &HOWN
THI: CLll::Nr UNOEf<arANO~ TI-IAT TI-II: DE&lcaNSR CA~~IEa NO L.IAelL.JrY IN&U~NCI: AND Tl-IERa=<::>F<1:
h~REE& TO HOLD f.lARMLEe&, IDEMNIFY. AND DEFEND DE~IGNER FROM Al..J. CLAIM&, LOe&E& AND
I!X"PENeE& (lNCL.UDINGI fO:P.AeO~lS: ArTORNIff FEE&) ARlelNGI OUT OP OR REeuL TINGI FROM THS
PROJECT. TI-Ie DEelUNER UJILJ. IN GOOD FAITI-l ATTEMPT TO p~OYIDe ERROR FREe CONetRUCTION
D~WING&. eUT IN THe EVeNT ERRORe OCCUR THE! DE&IGNER WIL.!. NOT ee L.IAelJ! FOR coaT OF
REPAIF<& OR DeLAY TO 'rHIi CONeTRUCTION
8011- TERMITE TREATMENTs
INITIAL &OIL. POI&ONING TREATMENT ~l-lAll. ae DONI! AFTER AL.1- EXCAYATION
6ACKFILLJNet . COMPACTINc. ARI! COMPlETl! (PER F6C 13Ih.I.U
ANY &oIl- DI&TURew AFTER TI1E INITIAL TREATMENT el-lAU. aE RI! TREATer:>
( INCI-UDING ANY eoXIED OR FORMED AREA&) (PER F6C 1&16L2.)
aoxw AREA& IN THE CONCRETE! &LAa FOR IN&TAUATION OP TRAF& &1iA!-1. BE MADE
UJITH PERMAMENT MeTA/.. OR PJ.A&T1C FORM&. PERMAMENT FORM& I1lJ&T ee OP AN AOEQUATe
&llE . DEPT~ TO ELIMINATE ANY DI&TURBANCE Oil THE &011. AFTER THE INITIAl. TREATMENT
(PER Fee 181~.I.3)
A MINIMUM ~ MILL vAPOR 6A1'<RIER MU&T eE IN&TAll.EO TO PROTECT AGAIN&T RAINFAU.
DILUTION IF RAINFAL.1. OCCUR& aErORE VAFOR aARRIER PLACEMENT, RE TREATMENT ~HAU.
51! R!:QUIRIED (PeR Fee 1&16.1.4)
ALL. 6UfLDING& Af<E REQUIf<ED TO HAVE A PF<E CON6TRUCTION TERMITE TREATMENT
(PER FaCI&I~.'.')
AFTER ALL UJORK 1& COMPLliTe ANY LOO&E WOOD AND FILL MU6T 6E REMOVED FROM
BEl-OW AND WtTI-I IN 12" OF THE 6U1L.DING. THI& eMAU INCLUDE AU GRADE &T AKE& TUe
TRAP 60~E&, FORM&, eHORlNG AND ANY OTH~ CELLUI-O&E CONTAINING MA1"ERlAl-&
(PER F6C 230'.1.')
NO WOOD YEGETATION, &TUMF&, CARDeOARD, TRAel-l, ETC, eHAU.. BE 6URIW UJITI-IIN I~' 0"
01= ANY OOI!..DING OR PROPO&ED eUIt..DING <P~ Fee 230)1.4)
ANY CONCReTE OVER POUR MORTAR OR &TUCCO MATERIAI-& AL.ONG THe FOUNDATION PERIMeTER
MU&T ee REMOVED PRIOR TO EXTERIOR &OIL TREATMENT (PER Fee laI6.1.5)
E:XTERIOR &011- TREATMENT MU&T el! APPLIEO UNDER AU EXTERIOR CONCReTl! OR GRADe
LlJITHIN 12" OP TI-IE &TRUCTURE &IDE LlJAU& (PER Fee 1&16.1.6)
AN EXTERIOR va<TICAI.. CHS1ICAL eARRIER &l-lAL.1- ee IN&TAUIED AFTER CON&TRUCTION 1&
COMPLETE ( INCLUDING LAND6CApING AND IRRIGATION) ANY 6011- DI&TURaW AFtER TI-lE
YeRTICAl. eARRIER 1& APFI..ler:>, &HAU el! RETREATED <FER F6C \&\6.\.6)
IRRIGATION I &PRINKl-ER &'r&TEM& INCLUDING ALl. RI&ER& AND &f>RAY HEAD& &I-lAU- NOT eE
IN&T AUeo WITH 121 OF THe aUILDING 610EUlALL& (PER Fee 1503.4.4)
CONDENeATI! AND ROOF DOWN &POUT& OI&CHARGe AT LEA&T 12" AWAY FROM THE eul\..PING
elDE WAU& (PER Fee 1503.4.4)
THE DI&TANCE FROM THE EXTERIOR LlJAU COYERING (EXCEPTION&. PAINT AND DECORATIVE
CEMENTITloue FIN1&t4 LEee THAN 1;181 T~ICI<. ADHEREO OIRECTLY' ONTO Tl-lE FOUNOATION WAW
AND FINAl. eARTH GRADE &I-lAI-1- NOT aE LEe& THAN ." TO AUOW FOR IN&f>ECTION FOR FUTURE
TERMITE INFE&TATION& (PER Fee 140'.1.6)
A 1 CERTIFICATE OF COMPLIANCE" eHAU 6e le&lEO TO THE 6UILPING DEPARTMENT 6Y' A L.ICENeED
PE&T CONTROl- COMPANY' aErORE! A " CERTIFICATE OF OCCUPANCY' UJIll. el! 16&uED. THI! CERTIFICATI!
&~ALL &TATE, (PER Fee 181~,1.')
" THI! OOI\..PING HA& RECElYED A COMPleTe TREATMENT FOR THI! PREVENTION OP 6UeTERRANEAN
TERMITE&. THe TREATMENT 1& INACCQROANCE LlJITl-l Tl-lE RULE& AND LAW& OP Tl-le FLORIPA DEPARTMENT
OF AGRICULTURE AND CON6UMER& &ERVICEe
A PERMAMENT &IGN THAT IDENTIFIE& THe TERMITE TREATMENT PROYIDER AND NEED FOR RI! IN~f>ECTION
AND TREATMENT CONTRACT f<ENEUJAI. eHALL. ee Ff<OVIDED. THE 61GN eMALL ee p06TEr> NEAR Tl-lE WATER
HEATER OR ELECTRICAL PANEl. <PER Fee 104,2..)
TRueeees
IP THE CONTRACTOR, TRU&& MANUFACTURE OR ANY OTHER DE&IGN FROFE&&IONAI.. REVI&E THE
TRU&& &Y6TEM LAYOUT FROH THO&E &HOWN ON THEeE PLAN& ARKAY ENGINEERINet, INC 1&
REQUIREO TO REVIEW AU FINAL CON6TRUCTION DOCUMENTe FOR COMPLIANCE LlJITI-l THe
DEelGN INTENT FRIOR TO COMMENCEMENT OP THE PROJECT
CAULKED WINDOW PeR YOUR
WINDOW MANUFACTURE6 6PECIFIC
RECOMMENDA TION& TO MEeT WIND
LOAD AND COMPRE&&ION RA TING&
FOR YOUR J06 LOCATION
EXTERIOR WINDOWe . DOOR8:
AtTACH MINIMUM 3/411 P.T. aUCK
&TRIP THAT 1& THE! MINIMUM WIDTH
OF DOOR FRAMe U61NG .091XI 3/all
T- NAIL6 MAXIMUM lOll OC.
CAULK POOR FRAMe PER YOUR
MANUFACTURE6 RECOMMENPA TION6
DO
DO
6ECURING PREJ-IUNG TO aUCK 6TRIP6
PER YOUR MANUFACTURE6 IN6TRUCTION6
TO MeET WIND LOAD& AND COMPRE&&ION&
RATING& !=OR YOUR JOB LOCATION. ALL
ANCI-IOR &CREW& MU&T peNETRATE BLOCK
WALL A MINIMUM 01= I 1/411 AND T~eRE &~ALL
6E A MAXIMUM 1/4" &PACl: BETWEEN 6UCK
AND DOOR JAM6
6L.OCK DOOR A TT AC~MENT DETAIL.
&ECURING WINPOW TO 6UCK 6TRIP& PER
YOUR MANUFACTURE& IN&TRUCTION TO MEET
WIND LOAD AND COMPRE&&ION RATING& FOR
YOUR JOB LOCATION. ALL ANC~OR eCREUJ&
MueT PENETRATE BLOCK WALL A MINIMUM 01=
I 1/411 AND T~ERE e~ALL. BE A MAXIMUM 1/411
&FACE 6ETWEEN euCK AND WINDOW FRAME
GARAGE DOOR TO BE REINFORCED
To MEeT WIND LoAD AND COMPREeelON
RATINGe FOR YOUR J06 LOCATION.
Ii)
ATTACH MINIMUM 3/4" P,T. 6UCK 6TRIP
T~A T Ie THE MINIMUM WIDTH OF YOUR
WINDOW FRAME UelNG ,o~, X I 3/&"
T- NAIL6 MAXIMUM 10" OC
I@)
6LOCK WINDOW ATTACf.4MENT DETAIL
ALL EXTERIOR WINDOW& . GLAe& DOOR& OR ENTRANCE DOOR eHAU BE TE&TED IN ACCORDANce WITH
AN&I/AMMAlNUAlJOA lOVle2 &TANDARD AND aeAR AN AMMA OR LlJOMA LAaEL IDENTIFYING THE MANUFACTURE
PERFORMANce CHARACTERI&T1C& AND APPROYEO PROOUCT TE&rING ENTITY
ALl. MUL.l.loN& AND ADJACENT DooR/UlINDOW A&&EM61-IE& &IiA!-L 6E TE&T OR ENGINEEREO TO TRAN6FER
I., TIME& 11-I1! DE~IGN LOAD& TO THI! ROUt::.I-l OPENING &U5&TRATI!
IN&TAI..I. AU. LlJINDOLlJ& AND DOOR Ae&EM6LIE& FER THE MANUFACTURE ANCHORING RECOMMENDATION&
TO ACHIEVS THS DE&IGN PRE&&lRE& 6PECIFIED
eLECT~ICAI-, PI-UM6ING, . MECHANICAI-s
IN ACCORDANCE UJITI1 CHAPTER 411.00' (2) (I) OIl THE FLORIDA ADMINI6TRATIVE CODE. ELECTRICAL
PLUMBING AND MECHANICAL &Y&TEM& ~AU el! DE&IGNED ay THE RE6PECTIVE CONTRACTOR TO
M.EST AU APPL.ICA6L.E CODEe. THE ELecTRICAL., pLUMBING AND MEC~ANICAI. &'r&TEM& DRAWN HERON
ARE 6A&e UPON A DE&IGN PROYIDEO 6Y THE OWNER TO ADDREee HI&/HER REQUIREMENTe.
ALL ELECTRICAl. OUTLET& IN BATHROOM&. KITCHEN, (UJITHIN ao' FEET OR &INK&>, GARAGE AND AT
EXTERIOR I..OCATION& ~HAU 6E LlJIRED INTO A GROUND FAULT INTERRUPTER "GF'" CIRCUIT
ALl- a.eCTRICA/.. OUTLl!T& IN eEOROOM& . FIXTURE& el-lAL.1. el! UJIRIED INTO AN ARC-FAUI- T INTERRUPTER
"AFI" CIRCUIT
~MOKI! Dl!TecTOR& &HA!./.. el! PLACE IN EACl-l eEOROOM AND
IN l-lAL.1- UJAY' AREA& ADJACENT TO aEDROOM AND OTHER I-IVING
AREA&
8AFETY GLAZING:
THE fOLLOWING ~~AU. aE CON&IDEREO &PECIF\C l-lAZARDOU& LOCATION FOR THE F'URPOeE OF
GI..AZING
(1) GLAZING IN &LlJING DooR&. FixED AND &I-IDING PANEl. OF eLIDING DOOR&
M6!:MaI..IE&
(2) Gl..AtlNG IN DOOR& AND ENCI..O&uRE:& FOR HOT TUe&, WHIRl-POOL&, eAUNAe, &TEAM
ROOMe, eATHTUa& AND eHOWER&. ~I..AZING IN ANY PORTION OF A eulLDINet WAU
ENCL061NG THEeE COMPARTMENT& LlJHERE 114E aoTTOM EDGE OF THE! GLAZING 1& LE&&
THAN 60" AeOVI! THE DRAIN INLet
(,) GtJ.AtING IN INDIVII?UAL FIXED OR OPERA61..1! PANEl. AOJACENT A DOOR UJl..la<e
THE NEARE6T VERTICAl. EDGE 1& LlJITHIN A 24. RAOIU& OF THE DOOR IN A ClO&EO
FO&ITION AND UJI-lO&1! eoTTOM ED~I! 1& I..E&& THAN &0" AeOVE THE FINI611 FLOOR OR
WAL.KING &URFACI!
(4) GtI..AZINGt IN AN INDIVll?UAl.. Fix EO OR OPERAel..E PANEl. OTI1ER TI-lAN THO&E LOCATION&
DE&cRI6ED IN ITEM& (2) AND (3) AaovE . THAT MEET& AU OIl TI1E FOLI..OLlJING
(A) EXPO&IED AREA OF AN INDIYII?UAI.. PANE GtREATER THAN 9 ea. FT.
(e) eoTTOM EDGE L.Ee& Tl-lAN IG" AeovE THE FLOOR
(C) TOP EDGE GREATER TI-lAN 361 AaovE THE FLOOR
(0) ONI! OR MORI! WAI-KING 6URFACE& ll.JITI1IN 3&" I1ORI,tONT ALLY
OF THI! FI..ANE! 01= THE ~LAZING
D~AF=TeTOPPING,
IN elNGl-e FAMI!.. Y' owauNG&, DRAFT&TOPPING& &HAJ..J.. as FROVfOEO ( PARAU-a. TO THS MAIN
FRAMINc. MEM6ER&> IN FLOOR I CEIWNet A&&EMe1.IE& &lPARATINa. U&1!A8LB &PACE&. O~T'TOPPINa.
6HAlL. BE CON&TRUCTEO &lC1-l TI-lAT THE FLOOR 1 CelL.ING A66EMSLI!'( 1& SROK!N UP INTO TWO OR MOFtE
APPRO~IMATED AREA& WtTI1 NO AREA ~REATER THAN ~ ea.FT.
ATTIC ACCeee:
ATTIC &PACE& &HAI..I- BE PROYIDED UJITH AN INTERIOR ACCEe& OPENING NOT LE&& THAN
22"X36". ACCEee OPENING eMAU BE ACCEeeleLE AND pf<OVIDE WITI-I A LID OR DEVICE
THAT 1& EA~II.Y REMOVW OR OPENED. UJHEN MECHANICAl. EQUIPMENT 1& IN&TAUec IN
THe ATTIC, IT &HAU Be IN&TAL.LEO IN ACCORDANce LlJITI-l MECHANICAl. CODE.
ACCE6e 1& NOT REQUIf<ED I1IHeN THE CL.EAR 14ElGI-lT OF THE ATTIC 6FACE, MEA&..lf<ED
AT THE ROOP FEAK 1& I..E&& THAN 24".
Ii)
I@)
Ii)
I@)
CEILING RAFTER
ALL TRACK AND J-IARDUJARe eECURED
PER MANUFACTURe ePECIFICATION6 TO
MEeT WINP LOAD ANP COMPRE&&ION
RATING& FOR YOUR J06 LOCATION
MINIMUM 2 X 6 P.T. 61pe AND TOP PLATe
ATTAC~ED TO ISLOCK WALL U61NG 11211 X a"
ANCOOR BOlT& OR 5/&" X 111 EXfOAN&rON
60L T6 4 EAC~ &IPE AND TOP 24" OC
GARAGE DOOR A 11 AC~MENT DETAIL.
V2" &EiTeACI<. TO AL.LOW
FOR "Va" LAtW&rucco
V211 (\!;/32.) PL. Y'IJ.IOOD &HEA THING (TYP)
OR VI.1 oea &HEATHING FA&TENED W/&D
NAIL& . 31 OC MAX.
ATTACl-l WINDOW. DOOR FRAME TO AF<C14 FRAMING
WlrH '10 &cREW& epACEO PER MANUPACTURE
3/4" BUCI<.6tRIF& ATTAC14\:D TO t=RAMING Muet !EXtEND
BEYOND WINDOW FRAME TO PROVIDe FULL &UPPORT
2 X a F.T. ( f<IPPED A& f<EQ'D) HEADER MAY' 6E
ATTACHED TO Bl.OCK WI '/&" EXPAN&ION OR EF'O~Y-&ET
ANCl-lOR& . HAX &N FROM END AT '21 OC MAXIMUM
eETWEEN, EaUAL.LY' &PAC\:D AND &TAOOER\:D IN L.IEU
OF liT APCON" ANCHOR&
..
I
I III
I
~-------------------
NOT!:, IF &PAC!: . CENTER OF ARCI-l 1& .4 1/2" OR u:&&
DEl-ETE 2 X &, PROVIDE &oLID E'LOCKING TO MA&oNRY
eEAM Al90YS
D61.. 2 x & . CENTER 01= ARCl-l ( RIPPED 06.& REQ'D)
AitACl-l EACI-l LlJ/&IMP50N '~4 CI.IPe, TWO. I!ACI4 END
2 X & P.T. ( RIPPe:> A& Rl:a'D) AT1ACHI:D TO el.OCK
WI2 - 311e," "TAPCON&" . EACl-l END AND AT e,. O.C.
MAxli'1.lH eElrwe~ EGlUAlJ.Y &PACS) ANO &TAac.iif<Et>
( ""INI , II'" JiiiNJlnUT1"N INfO Itt-OlSl< J
MA&oNRY 6LOCK
2 X .4 aLOCKING AL.ONG EDGE PF ARCH OPENING
epACW MINIMUM &1 (MAXIMUM 10" O.c,)
V2" X 4" 6ICI<.&tRIP Al.ONG ARCI1 OPENING
A~Cf.4 WINDOW FILL - IN - DeTAIL
AF<I<.AY' ENGINeERING INC.
&TRUCTURAI. ENGINEER&
RICHARD L. KIDDl:'r" P.E.
F!.ORIDA LICEN~E! NUMeER '~ca6
I HERBY CERTIFf THAT TI1E&1I P~N& AND ~PECIF1CATION&
WA& P~EPAREO BY ME OR UNDER MY DIf<ECT &UPERVI&ION
ARE IN COMPLtANCE I1Iltl-l THE I=L.ORIDA BUiLDING CODE 2001
FOR 110 MP~ (, &ECOND GUeT) WIND Z:ONE-~ MP~ M&TE&T
&Ps:D
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LIVING 13'~
GARAGE 424
liNT_V 'IIJ
TOTAL.
1828
PG
6 OF to
A~KAY · 71;107
1~' 0"
110' 0"
LINTEL LOAD CHART ( t~" Dl:f:F eeCTION )
CLeAR ~?AN CONCRl:tl: U LINTa. "POWER' ~iEa. "POWER" eTea.
aox LINTS-
l' - ~" 4~!)1 PI..F ( UNFILLED) 1010 PLF 1...2 ~e65 PL.F
2' . 2" 34~5 PL1= ( UNFILLW ) ~2~ PL1= 1..2 ~!)3O PL.1=
2' - a" 2111 PLF ( UNFILLED ) ~29~ PLF L-2 &549 PLF
3' . 2" 2332 PLF ( UNFIL1.W ) 4SOa PLF L.2 4~13 PL.F
4'.0" 1835 PLl= ( UNFILLED ) 3~3~ PLF L.2 3~~9 PLF
4' _ ~" 1624 PL!' ( UNFILLl::O ) 31S4 PLl= L-2 3288 PLF
S' - 2" 2"3~ PLF .. 2146 PI..F L-2 .. 2864 PI..F .,
6' - 2" 2211 PLF .. me PLF 1..-2 .. 2400 PLF ..
" - 0" 1~8' PLl= II 2025 PLl= L.-2 .. 2114 PLF ..
e' - 0" \123 PLF .. \168 PLF L-2 .. 2213 PLF ..
~' .2" 14a~ PLF .. 1545 PLF L.2 .. 1~e4 PLF ..
10' - 0" 13S4 PlF .. 1414 PLF L-2 .. lel9 PLF ..
---
10' - e" 1211 PLl= .. 13ZS PLF l-2 .. 1110 PLF ..
II' - 2" 1200 PLl= .. 1230 PLF L-2 .. 1~29 PLF ..
12' - 0" 1109 PLF .. 1118 PLF IA .. 1515 PLF ..
\2' . e" 1044 PLF " 111~ PL1= L.2 .. 143~ PLF ..
I)' .4" 1)~8 PLF .. P 13e1 PLF L.2 .. e.L - 1 \3~4 PLF ..
t4'.0" 1321 PLI= .. P 1321 PLF IA .. eoL . I 12~9 PLF to
I~'. 0" 1\52 PLF .. P 1048 PLF (".2 .. e.L . I 1131 PLF ..
18'.0" 101~ PLF .. P a28 PL.F 1...2 .. ~1.. - 1 ~e.o PLF to
la' - a" 911 PL1= to P 110 PL1= L-2 .. e.1.. - I a~3 PLF ..
20' - 0" a16 PI..l= .. P 629 PLF L-2 .. e.L - I 184 PI..F ..
12' - 8" 189 PLF to P :'23 PLF 1..-2 .. e.L - I e.o6 PLF ..
DeL 2 X 12 ~ PINE eEAM
L WITH ONE LAYER V2" PLY
WOOD IN CENTER
..... . - ----
-l( ---------------------------------------
CORNER eLOCl<: COLUMN
. " 4" A.l".l". Ol" PORC14
WITH 12" WOOD eEAM . TOP. /I
l< (i) 5/MPSPN II~e1itw
S.rfLAP$
CORNER eLOCi<. COLUMN
. ,. 4' A.F.F. OF Pr)RC,",
WITH 12' WOOD eEAM . TOP ,
& (-iJ 5IMe~t>t_lIl~e,t 't> I
S{P-A r s
DeL 2 X t2 .2 PIN!! eEAM
WITH ONE LAYER V2" PI.Y
WOOD IN CENTER
POCKeT 6EAM INTO WOOD WALl.
ON DBL eruD PACK. eiRAP oAr
60TTOM WITH (1) 51MP50N L TT20e
ANCHOR AND eT!<Ap AT TOP
WtrI~ (I) 81MPOON L8rA24 STRAP
EACH elDE OF eruD PACK
-11 ---------------------------------------
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51MPOON MeHA).~/11.2~. OR eQUAl..
I-lANaER eeCURED TO WALL ~(N(i
)/4' X ~' ANCHOR 60LT AT ALL
eEAM TO 6LOCl<: LOCATION8. eoLT
TO eE ~ Sf~' FROM EDGE OF BLOCK
WITH MINIMUM WOO P51 POURED CELL
e.IMPOON Mel-lA3.!MI.2~' OR EQUAL
I-lANaER eeCURED TO WALl ~INa
3/4' x e' ANCI-!OR eOl.T AT AU-
6EAM TO eLOCl<: LOCATIONG. eoLT
TO eE S 5((~' fROM fDal: OF eLOCK
WITH MINIMUM 3000 pel POURED CELL
OPTIONAl- PORC~
PORCH eLAB 4' eeLOW
HOUe.E FINI5f.l FLOOR
OPTIONAl- PORC~
PORCH el..AB 4" BELOW
HOW~E FiNleH FLOOR
o
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-N
S!
1/4"
l'
0"
FLOOR PLAN 1/4"
l'
0"
FLOOR PLAN
...
-
-
....
1~' 0"
110' 0"
.. - DENorl:G .S REeAR x CONT. PI..ACW IN aonOM COURe.e AND
!~' D~E? SEAM POURW e,OLID WITH 2S00 Pe,l CONCRETE.
CORNER eLOCl<: COLUMN. " 4'
A.F.F. WIT14 12" X 24" X 24' PAD
WITH (3) '5 REBAR EAC14 UJA Y
TIED TO REBAR IN COLUMN
COR.NER eLOCK COLUMN . " 4.
A.F.F. WIT14 12" X 24" X 24' PAD
WIT14 (3) .5 REBAR EAC14 UJA Y
TIED TO R.EBAR IN COLUMN
.. P - DENoreG Pf<E &rRE~e,ED U LINT!:1. WITH .S f<E6AR x CONT.
PI.ACED IN eonOM COURe.e . 16" DEE? SEAM POURED GOLlD
WITH 2&00 PGI CONCRl:te
:..
I .
I
1.----
NON 1..0AD aEARING &1..A6 EDGe
NON LOAD SeARINa e,I..Aa EDae
,. ----,
r----
.. G - DeNOTI:G IN aonOM COURe.e . (6) - !; 1 I~" e.MOOTH e.TIRRU?e.
AT a" OC AT eACH eND IN A I~" DEEP SeAM POUf<ED ~OLID
WIT14 2S00 P&I CONCReTE
.a:
. I
I
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..:
.. I
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_ _ _ _.I
i
ell x ell x 1~" KNOCK OUT BLOCK
TOP COAR~E WITH 1 "0 HORIZONTAL
REBAR TIED TO ALL VERTICAL RODe
ell
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t!
F'Of<CI-4 &LAa 4' BELOW
1-10U/?;E FINI/?;f.l FLOOR
o
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PORCH &LAa 4" BELOW
1-10U~E FIN[~H FLOOR
t!
BOX ~TEEL LlNTEL~ OVER ALL WINDOW
AND DOOR OFENINGe, NO "5 REBAR
REQUIRE:D ON eEAMe UP TO 24'0"
WITH NO MORE THAN 606LBe PLF
[II]
OPTIONAL POWER 130X LINTEL DETAIL
REAR el.OCK WAU. 01= HOMe
ReAR aLOCK WALl. OF 1-l0Me
FOUNDA-fION PLAN
1/4"
-
-
l' 0"
l' 0"
1/4"
FOUNDATION PLAN
-
-
{
e" x e" x 16" KNOCK OUT BLOCK
TOP COAR~E WITH I .S f..lORllONT AL
RI::BAR TIED TO ALL VERTICAL ROD5
e'l
~~
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.".~
d
FILLED CELL (l'(P)
a' CMU WI 3000 PSI'
CONC , LINTEl.. WI
1 .5 ~ MIN. LAP 30'
eIMPe.ON M6HA3.S6fll.2!:>' HANGER . 3/t/A3O' ANCI40R 60LT !:> Sf~' FROM OF EDGE
OR EQUAL FILL ALL NA'L ~OLE& ~ I OF 6LOCK WALL WIT14 MIN. e.' EM6EDCED
TO 6EAM UJIT14 10D X I 1/2 TYPICAL 'N 3000 Fel CONCRETE GROUT
TRUes. NAIL& ,.
a" x a" x 161l KNOCK OUT BLOCK
OVER POWER eTEEL LINTEL6, WITf..l
I EACf..l *1;; REBAR IN TI-I16 COAf<6E
WI-IEN ~PAN OF LINTEL 16 OVER 12'4"
12
5~
61- 2 X 12 "2 PINE 6EAM WIT\4 ONE
LA 'fER 1/2' CDX IN CENTER
OPTIONAL POW~R oTt::t::L LINTEL DErAIL
13M/WALL CONN
{
all x all x 16" KNOCK OUT BLOCK
TOP COAReE WITH 1 "5 HORIZONTAL
REl3AR TIED TO ALL VERTiCAL RODe
e"
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. ' .
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OPTIONAL or ANDARD PRt::CAGr DETAIL
ARKAY ENaIN/!IE1<JNG INC.
eTRUCTURAI. ENGINEER~
1/4"
-
-
1'0"
61DE ELEVATION
a" PRECA~T LINTEL BLOCK
OVER ALL OPENIN~~. I EACH
.5 REBAR IN THl5 COAReE WI-IEN
e,PAN OF LiNTE:L OVER 1;;'2"
THE CliENT UNDERer AND" Tl-iAT Tl-iE DEe.lc.NER CAF<RIEe NO LlA8ILJT'l' INWF<ANCe AND THEREfORE
AGREE~ TO HOLD HARMlEee., IOEMNiFY, AND DEFENO DEe.laNER FROM All CLAIMe, LOe.e.E& AND
EXPENe.Ee. (lNCLUDINa ReAe.ONA6LE ATTORNEY fEEeJ ARi51Nc. OUT OF OR RE8IJLTINa FF<OM THE
PROJECT, me DEe.laNER WILl. IN GOOD FA1Tl-l ATTEI"',PT TO FROVIDE ERROR FREE CONeTRUCTION
DRAWINue, BUT IN THe EvENT ERRORe. OCCUR THE DEelaNER WILL NOT ee LIA6LE FOR COM 01'
~EPAIRe. OR DELAY TO n-iS CONeTRUCTION
REAR ELEVATION
1/4"
RICl-4ARD L. KIOD5Y P,E.
FLORIDA l.ICeN~E NUM6ER 31Z~e.
II-lERBY CERTifY TI-lAT TI-lE~e PLAN~ AND e.PEC\FICAT10N~
UiA~ PREPARW 6'1' Me OR UNDER MY DIf<ECr e.uF'~YIe.10N
Af<E IN COMPLIANCE WITH Tl-4e FLORIDA eUILDING coDe 2001
FOR 1\0 MP~ ( 3 e.l:CONO GUM) WIND ZONE - ~O MPH MeTeeT
~PEED
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1 OF :2
ARKAY -1/P17
GENeRAL No.ree:
THI& eUILDING HA& eEEN DEe.IGNED TO CONFORM TO THE FLORIDA eUILDING CODE 2001.
ARKAY ENGINE~INa. INC, A REGlel~ED I..ICENeED, FLORIDA FROrEeelONAI.. elRUClURAI..
ENaINEERINa. COMPANY, IolA& APPLIED" RATIONAl.. ANALye.le" FOR TI4E elRUCTURAL OEe.IGN
OF 11ol1& eiRUClURE
lIJE aUILDINa. ( INCLUOINa. ALl.. COMFONENTe AND CJ..AODINGe eMAJ..L aE DEelGNED FOR TI4E
FOLJ..OWINa. e.uF~IMPOeED LOADe
fLOORe,
!.IVI! LOAOe . 40 ~.&.P.
el!AD I.cMOa . \0 ~.t.",
CiAl~AQ~ &l-At...
LIvE LOAD& . ~ F,e.F.
DEAD LOAD& . 10 F.e..F.
ROOF,
WINO.
LIVE LOADe (TRUee TOF CORD) . 20 F.e.F.
DEAD LOADe (TRUee lOF CORD) . 10 F,e.F. 1& F.e..F. UJHEN TiLe ROOF IN&TAJ..J..ED
Live LOAD (iRUee aOTTOM CORD) . 10 F.e.F.
Ae.eUMEP TRuee eELF WEIGHT ( DEAD LOAD) - 1 F.e,F.
ellIWINa. Ie DEelGNEP TO CONFORM TO Aece ,-~~, CHAF1ER 6. PER rLORIDA aUlwlNas
CODE 2001 e.ECTION 1606.1.1
WIND DEe!GN AeeUMPTIONe,
l5UILDING EXPOeURE . a
eUILDINa. IMFORTANCE FACTOR 1 1.0 ( CATEGORY II )
MEAN ROOF HEIGHT ~o' oR LEee
IJEIGHT . EXFoe.URe ADJUeTMENTe. COa'FICIENT . 1.0
ENCLoeED aWLDING
INTERNAl.. FReeeURE COEFFICIENT. . I . O.I~
e.el: WIND e,PEED INFORMAl ION eTA1EP oN PLANe.
eOIL SEARING. COMPACTION:
THEeE FLANe WERE DRALUN aAeED UFON AN ALJ..OWAeLE e.01!. eEARING CAFACIT'r" OF
2000 F.e.Fl MINIMUM) THE CONTRACTOR/PROFERT'r" OWN~ Ie REe.FONelaLE FOR V~IFYINa.
llolAT THE eOIL ON THE elTe Ie PROPERLY PREFARED AND COMFACTEP e.UCH TIolAT IT CAN
eUFFoRT A 2000 F.e.F. FOUNDATION LOADING
ARKAY ENa.INEERING INC, A REGlelERED LICENe.ED FLORIDA FROFEeelONAL e.iRUCTURAL
ENGINEERINa. COMPANY, OEelGNED Tl-lEe.e FOUNDATIONS WITIolOUT VleITINa. TI4E CONe.TRUCTION
e.ITE NOR FERFORMINa. ANY 6Oll.. TEeTING
ARKAY ENGINEERINa. INC eHALI.. NOT eE REef'ONelaLe FOR lHe elle e.Oll.. Aall..lT'r" TO e.uFPORT
THE eUII_DING LOADe
FOUNDATION . 8LAe - ON- Gf<ADE NOTE8 :
I9UILDING elle eMALL eE ecRAPED TO R!:MOVE ALl.. ORGANIC MA1ERIALe,.
ANY ADDITIONAL. FIJ..L. Pl..ACED ON Tl4e aUIJ..D1NG PAD AREA, eHAI..J.. ee COMPAClet:>
GUCH TIolAT IT CAN AOEQUAle. 'I" em:)PORT A 2000 p.e.F. FOUNDATION LOADING. e.LAa
~ALI- ee FLAce OVER A 6 MIl- vAPOR aARRIER ON CLEAN ADEQUAle.y COMPACTED
AND TERi11TE POleoNED 60lL
CONCRETE UTIJ..IZEO IN THE FOUNDATION ANt:> 6I-Aae eHAU- IolAve A MINIMUM 2& DAY
COMPREeelve eiRENGTH OF 2S00 p.e.F.
REiNFORCING 61EE1- eMAJ..L 6e GRADe 40 MINIMUM ANt:> IDeNTlrlED IN ACCORDANce
WITI-l AeTM A .61~. LAP GPI-!CEe, UJH~E ReQUIRED el-lAll ee A MINIMUM OF 2~" FOR
t~ REeAR , ~o' FOR *6 REeAR . 3:''' FOR .., REl9AR
pl-ANe ARE eNGINEERW FOR A MAXIMUM eleMLUALL. HEIGI-4T OF 4 COUReEe ( AFT~
FINAl- elle GRADING) THe CONi'RACTOR OR eUILDINa. OWNER el-lALL DelERMINE lHE
EXACT elEMUJAJ..1- HEIGHT aAeE UPON elTe CONDITIONe PRIOR TO FOURING THe FOUNDATION
AND CONTACT ARKAY ENa.INEERING UJHEN MORE 11-IAN 4 COURe.e ARE REQUIRED
A FOUNDATION e.uRVeY elolALI.. ae P~FORMEP AND A COPY OF THE e.uRVeY el-lALL. aE ON elle
FOR THe aUILOING INe.PEC10Re ue.e , OR AU- PRopeRT'r" MARK~e el-lALl.. ee EXPOeED AND A
elRING eiREC1ED FROM MARKER TO MARKER 10 VERFIY REQUIRED eeT eACKe
MAeONRY UJALLe:
CONCRSle MA60NRY UNIT el-lALL ee l-lOLLoLU UNIT MAeONRY IN ACCORDANCE UJITI-l AGTM C.~
AND Gl-lALL !-lAVE MINIMUM F'M OF ISOO F.e,1.
MORTAR e.l-lALL CONFORM TO AGTMC -210 AND eHALL eE EITHER T'r"PE M OR e
REINFORCINa. elEEl- e.HAJ..L aE GRADE 40 MINIMUM AND IDEN1IFIED IN ACCORDANCE
UJITH AelMA-6I~. I-AP ePLICEe WH~E REQUIRED eMAJ..L aE A MINIMUM OF 2!)" FOR t!) REBAR
~o' FOR *6 RE6AR AND ~:." FOR .., REl9AR.
GROUT FOR THE POURED CELLe AND LINTae el-lALL IolAvE A MAXIMUM COUReE AGGREGAle Glle
OF ~/&" PLACW AT & TO II INCH eLUMP AND HAVE A MINIMUM 21} DAY CoMFREeelVE eiReNGTH OF
2000 p.e.l. ( WHEN TEelED FER AeTM C.IOI~ )
PROYIDe CLEAN OUT OFENINGe ( 12 eQ. IN. ) IN CEl..Le CONTAININa. ePLICED REINFORCEMENT. WHeN
Ti-4E GROUT FOUR EXCEEDe :; FEer IN HEIGHT
ROOFING ~ FLA8HING8:
ROOFING Gyei!:M AND FLAeHING Ae eTArED IN PLANe MueT CONFORM TO Cl-lAP1ER It; OF THE FLORIDA
aUIJ..DINa. CODE 2001. FI-Ae.HING ePECIFIC e.ecTION 1~1.3.~ CONiRACTOR OR OWNER HUeT PROYIDE UJITH
pl..ANe e>PECIFIC PRODUCT INFORMATION DerAIJ..INa. INeTAU-ArION OF PRODUCT TO MEeT LUIND DEelGNe
OF THle eeT OF DRALUING&.
TIM19Er:< MA TERIAL8:
ALL. T1MeERe MA1ERIALe e.l-lALL ee Ae FOLLowe,
LVL BEAMe GHAl..L ee (1.~e.> MCALLIG1ER L.vl.. MA1ERIALe MANUFACTURED ey lRuee JOleT
MACM!UAN ( OR EQUAL)
LUMaER UTll..lZEO IN OOTTOM pl..Ale, TOP pJ..ATEe ,PoeT, eTUDe PACKe AND aEAMe
GI-lALl.. ee t2 Ya.J..OUJ PINE (OR eeTlER)
exlERIOR AND INTERIOR I..OAD aEARING elUDe eIolAJ..!. ae t2 eFRuce ( OR aElTER)
AI-L 01HE.R eTUDe el1Au. ee "eruD GRADE" e,PRuce eFACE IEo" OC. AU. GFl..lCEe AT
TOF PLATE MueT BE MINIM1.lM 4'0" AND NAILED 4" OC WITI-l 12D COMMON NAILe
pe.l- PoeT eIolAJ..L aE (1.&1::) PARALl..AM pel- MA1~IAJ...e MANUf'AClUREe ay TRueeJOleT
MACMILLAN ( OR EQUAl..). eeE PoeT e.uFFORT TAeLE FOR LOAD YALuee.
exl~IOR WALLe eMAl..L aE CONelRUC1ED WITl-l In" Pl- YUJOOD OR 1/16" 0.&.6. ( 2.M-W RATINa.) NAIL.ED
WItH eD NAILe ePAce AT }" oe ALONG ALL HORIZONTAL JOINT& AND EPGE~, Eo" oe ALONa. ALL VERTICAL.
JOINtG AND EDGE& AND 12" OC ALONa. ALL IN1~MEDIA TE eTUDe
AT OFENfNGe "0" UJIDE OR I-ARGER eTRAP HEAD~ BEAM TO THE HEADER eTUDe WITH (2) uep OR eIMPe.ON
LeTA24 &iRAF TIE& AT EACI-l END OF I4EAD~ eEAM. ANCHOR eOTTOM OF HEAD~ eTUDe TO FOUNDATION
WITI-4 ue.p OR &IMPeON l-4tT16 leNelON rre.
INleRIOR eruD UJALJ..e TO ee OF 2 X 4 *2 eFRuce OR aeTTER Will-! e.INGLe 2 X 4 P.T.
PINE aOTTOM PLA1E AND eINGl-E 2 X 4 t2 e.PRUCE TOF PLArE LUITH eTUDe ePAceo
MAXIMUM 24" OC. WALL.e TO HAVE 112" GYP&UM eOARD eACI-l eIDE, WITIol WALLe AT
GARAGe TO I-lAve MINIMUM R-Il INe.uL.ATION
ANCI-lOR UJOOD eHEAR WAu-e eEGMENTe TO FOUNDAlloN LUlll-! elMF&oN LTT206 lENelON liE AT EACI-!
END OF UJALL eEGMENTe AND AT ANY LUALl.. eEGMENT INTEReeCTION ( aUlL.DING CORNERe)
AU- PLUMaINa., aECTRICAJ.. AND MECHANICAL. ROUGH INe MueT ae COMPLeTe, INePECTED AND APPROVED
PRIOR TO REQUE&TING THE FRAMINa. INePECTION.
IF DEe:RED, EQUlvAJ..ENT CONNECTORe MADe ay ANOTl-lER e.UPPLlER MAY ae ue.ED IN PLAce OF THe
ue,p OR elMPeON CONNECTORe e.HOUJN
THe Cl.leN"i UNDER&TAND& T~Al THe Dt:eIGNl::R CARRIt:& NO LIA81L1iY IN6URANce AND THEREFORe
AGlREE8 TO !-lOLD ~ARMLEe8, IDEMNIFY, AND DEfEND DE81C:lNl::R FROM ALL CLAIM8, LoeeEe AND
EXPeNee8 (INCLUDING REAeoNA6LE ATTORNEY FEEe) ARlelNG OUT Of OR ReeUl.TING FROM THE
F'ROJECT. THe De81C:lNER WIll. IN GOOD FA1TI-l ATTEMPT TO PROVIDE! ERROR FREE CON8TRUCT10N
DRAI'uINC:l8, aUT IN THE EVeNT ERRORe OCCUR THE DEelGNER WILL NOT aE LIAaLE FOR C08T OF
REPAIR8 OR DELAY TO THE CON8TRUCT10N
80lL TERMITE TREATMENT:
INITIAl.. 6Oll.. POleONINa. iREA1MeNT el-lALL ee DONE AF1ER ALL EXCAVATION
aACKFILLING . COMPACTINa. ARe COMPLETe (FER Fec l&IEo,1.1)
ANY &oIL DI&lUReED AF1~ THe INITtAL TREA'TMi:NT eI-lAL.L aE Re TREATED
( INCLUDING ANY aOXED OR FORMED AREAe) (F~ Fee l&lEoI.2.)
aOXED AREAe IN TI-lE CONCRETE eLAB FOR INGTALLATION OF TRAPe eMAU- ae MADE
WITI-l PERMAMENT METAl.. OR PLAeTIC FORMe. FERMAMeNT FORMe MueT ae OF AN ADEQUAle
elZl! . DEP1H 10 E'J..IMINATl! ANY DI&1URBANce 011 lHe WIL. AF1ER THe INITtAL TREA1MENT
(PER Fee IGIGo.1.3)
\ ""''.1'''1';'>4 :- .....::..-, v~.'?CR f'Ar:RI~ "1;.e.~ :::',;i :>:~~ ,A!,I,E? "C r:'RO':'1EC'1 ~G~I:.I&'l' ~""'IN"Al.t..
DIJ..UTloN iF RAINFALL OCCURe BEFORE VAPOR BARRIER FLACEMENT, RE TREATMENT ~ALL
ae REQUIRW (FER rec 1&16.1.4)
All 8UILDINGe ARe REQUiREP TO HAVE A FRe CONelRUC110N T~MliE TREATMENT
(FER reCleIEo,1.1)
AFTER ALL UJORK Ie COMPL.ETe ANY Looee UJOOD AND FILL HueT ee: ReMOVED FROM
BEL.OLU AND UJI1H IN 12" OF THe I9UILDING. llolle eMALL. INCLUDE AU. GRADE eTAKEe lU6
TRAP eOXE~, FORMe, eMORING AND ANY OTHER CfEl-/..ULoee CONTAININa. MAT~IALe
(PER rec 2~03.1.3)
NO WOOD VEGETATioN, eTUMPe, CARDeOARD, TRAe.H, !:iC, el-lAl..L ee: eURIED UJITl-lIN It;' 0"
OF ANY BUILDING OR PROPOeED BU!LDING (F~ rec 2JO~I.4)
ANY CONCREle OV~ POUR MORTAR OR erucco MA1~IAJ..e ALONG THe FOUNDATION peRIMeTER
MueT eE REMOVED PRIOR TO exT~IOR &oIl- iREATMENT (FER Fee 1&IEo.I.')
exlERIOR eOll.. TREATMENT MueT aE AFPLIEP UNDER AJ..1.. exlERIOR CONCRE1E OR GRADE
WITI-lIN 12" OF THE eiRUCTURE elDE UJALLe (FER Fee 1&16.1.6)
AN EXTERIOR VERTICAl.. CHEMICAL. eARRIER el-lALL ee INeTALJ..W AFTER CONeTRUCTION Ie
COMPLEle ( INCLUDING LANDe.CAPINa. AND IRRIGATION) ANY 6011. OleTURaED AFlt:R THE
VERTICAL eARRI~ Ie AFFLIED, el-lALL ee RETREA1ED (F~ F6C leIEo,I.Eo)
IRRIGAtioN I eFRINKLER eye.TEMe INCLUDING ALL RleERe AND eFRAY HeADe el-lALl.. NOT ae
INeT AJ..J..ED WITIol 12" OF THE 6UILDING eIDEUJALJ..e (P~ rec 1~3.4.4)
CONDENeATe AND ROOF DOWN eFOUTe DlecHARase AT LEAeT 12" AWAY FROM THE aUIJ..DINa.
elDE WALLe (PER Fec 1~3.4.4)
THe DleTANCE FROM THe E><l~IOR WALl- COVERINa. ( E><CEPTION6, PAINT AND DECORATIYE
CEMeNTITIOUe FINlelol J..Eee THAN ~/&" Tl-lICK ADHERED DIRECT\.Y ONTO THE FOUNDATION WALU
AND FINAl.. EARTH GRADE el-lALL NOT ee LE~& Tl-lAN Eo' TO ALLOLU FOR INePECTION FOR FUTURe
l~MI1E INFEeTATIONe (P~ rec 1403.I.Eo)
A · CERTIFICAle OF COMPLIANce" eHAl..L Be: lee.uED TO THe: elJIWINa. DepARTMeNT 6'1" A LlCeN&ED
FEeT CONiROl- COMPANY aEFORE A " C~lIFICATE OF OCCUPANCY LUIJ..l- ae le.euED. THE C~TIFICAle
e.HAU- &TA1E, <PER rec lel:;.1.1)
" THe I9UILDINa. I-lAe RECEIVED A COMPLETE iREATMENT FOR THe PREVENTION OF e.ual~RANEAN
leRMllee.. THE iREA1MENT 16 INACCORDANCE WITH THE RULEe AND LAIJJ6 OF THe FJ..ORIDA DEPAR1MeNT
OF AGRICULTURE AND cONeuM~e e~V1CEe
A PERMAMENT elGN THAT IDeNTIFIEe Tl-le T~MITe TREATMENT PROYIDER ANt:> NEED FOR Re IN~PECT10N
AND iREA1MENT CONTRACT RENEWAl.. el-lALL ae FROYIDED. THe 61GN e.HAI-L Be POelED NEAR TI-IE WAlER
HEAlER OR aECiRlCAL FANEl.. (FER Fee 104.2.Eo)
TRU8ee6:
IF THE CONiRACTOR . TRU&e MANUFACTURE OR ANY OTHER DEela.N PROrEe.&IONAl.. REVleE THE
iRUee eyelEM LAYOUT FROM TI-!OeE e.l-lOlUN ON Tl-lEee pl..ANe ARKAY ENGINEERING, INC 16
REQUIRED TO REVIEW ALL FINAL CONeiRUCTION DOCUMENTe FOR COMPL.IANCe WITI-l Tl-le
OEelGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
eXTERIOR LUINDOUJ6 . DOOR6:
AU. EXTERIOR LUINDOLUe . GLA6e DOORe OR ENTRANce DOOR e.HALL ae TEelED IN ACCORDANCE W\ll-l
ANWAMMAINWWDA 101/1e.2 eTANDARD AND BEAR AN AMMA OR UJDMA LAee. IDENTIFYINa. THE MANUFAClURE
FERFORMANCE CHARACTERIGTICe AND APPROVED FROD\.!CT lEeTINa. ENTITY
AU. MULLIONe AND ADJACENT DooRlWlNDOUJ Aee!:MaLIEe e.l-IALL eE TEeT OR ENGINE~ED TO lRANe.FER
I,;; TIMEe THE DEelGN LOADe TO THE ROUGIol OFENINa. e.uaeiRA1E
INe.TALL ALL LUINDOWG AND DOOR AeeEMeJ..IEe. PER THE MANUFAClURF- ANCIolORINa. RECOMMENDA110Ne
TO ACHIEve THE OEelGN FREe.eUREe ePECIFIED
ELECTRICAL., PLUM6ING, ~ MECHANICAL:
IN ACCORDANCE UJlll-l CIolAPrER 411.00; (2) (I) OF lHE FLORIDA ADMINleTRATIVE CODE. aECTRICAL
pl.UMeING AND MECHANICAl.. eY&TI=.Me eHALL eE DEelGNED BY TI4E REeFEC1IVI! CON1RACTOR TO
M,EeT ALL AFPLICABLE CODEe' THe aECTR!CAI.., PLUMeINa. AND MECl-IANICAL. &yelEMe DRAWN HERON
ARE aAeE UPON A DEe!GN FROVIDED ay THE OWNER TO ADDREee Hie/HER REQUIREMENTe.
ALL aEcTRICAL OUTLele IN eATHROOM6, KITCHeN, WITHIN Eo' FEET OR e.INKe), GARAGI! AND AT
EXlER lOR LOCATIONe eMAJ..l- aE LUIRED IN10 A GROUND FAULT INT~RUP1~ "GFI" CIRCUIT
AU. aECTRICAL OUTLere IN aEDRooM6 . FIXTUREe e.f.iAU. ae WIRED INTO AN ARC-FAUl. T INTERRUPT~
"AFI" CIRCUIT
eMOKE DETECTORe elolALL eE PLAce IN EACH aWROOM AND
IN I-lALL WAY AREAe ADJACENT TO eEDROOM AND OTI-IER LIVING
AREAe
8AFETY GLAZING:
THE FOl-LOLUINa. e.I-lALL aE CONelDERED ePECIFIC I-lAZARDOue LOCATION FOR THE PURFoee OF
GLAZING
(1) Gl..AZINa. IN e.LUING DOORe, FIXED AND eLIDINa. PANe. OF eLIDINa. DOORe
A66eMel..IEe
(2) c;LAZINa. IN DOORe AND ENCLoeUREe FOR HOT TUBe, WHIRl-POOL.e, eAUNAe, eTEAM
ROOMe, aATHTUee AND eHou;~e. Gl..AZINa. IN ANY PORTION OF A 8UIWINa. UJALl-
ENCLoeINa. THEee COMPARTMENT& UJH~E Tl-lE OOfTOM EOa.E OF THE GI-AZINa. Ie J..Ee.&
THAN 60" AOOVE THE DRAIN INLET
(3) Gl..AZINa. IN INDIVIDUAL FIXED OR OF~AaLE PANa. ADJACENT A DOOR LUHERE
TI4E NEAREeT V~TICAl- EDGE Ie UJITHIN A 24" RADlue OF Tl-IE DOOR IN A CLoe.ED
PoelTION AND UJl10eE 60TToM EDa.E Ie I..Ee.e. TIolAN 60" AaOVE THE FINleM FLOOR OR
WALKINa. eURFACe
(4) GI-AZINa. IN AN INDIVIDUAl. FIXED OR OP~AeLE FANEL OTHER TI-lAN Tloloee I..OCATIONe
DEecRlaeo IN ITEMe (2) AND (3) ABOYE . TIo/AT MEET& AU. OF THE FOJ..LOUJINa.
(A) EXPOeED AREA OF AN INDIVIDUAL FANe GREAT~ TI-!AN 9 ea. FT.
(a) aOfTOM EDa.E LEee llolAN 1&. AaOYE THE FLOOR
(C) TOP EDGE GREATER Tl-lAN ~6" Aoove Tl-le FLOOR
(D) ONe OR MORE llJAl..KINa. e.uRFACEe WITI-!IN ~. l-lORIZONTALL. 'I"
OF THE FLANE OF THE Gl..AZINa.
DRAl=T8TOFFING:
IN 61NGLE FAMILY DUJa.J..INGe, DRAFTeTOPFINGe eMALL 6E PROYIDED ( PARALLa TO THE MAIN
FRAMINa. MEMe~e) IN FLOOR I CEILINa. AeeEMBLIEe eEPARATINa. UeEA6L.E eFACEe. DRAFT&TOPPINa.
e.!-lALI.. aE CONelRUCTED e.ucH ll-lAT ll-le FLOOR / CEILINa. AeeeMaLEY Ie aROKEN UP INTO TUJO OR MORe
AFFROXIMA1ED AREAe WITI-! NO AREA GREA1ER THAN soo ea.FT.
ATTIC ACCe88:
ATTIC ePACEe el-lALL aE FROYIDED WITH AN IN1~IOR ACCEe.& OPENINa. NOT LEe.e TI-lAN
22"X~6". ACCEee OPENINa. elolAU- ae ACCEeelal..e ANt:> PROVIDE UJITH A 1..1t:> OR DEVICE
Tl-IAT Ie EAe.ILY REMOVED OR oPENED. UJHEN MECHANICAl.. EQUIPMENT 1& INeTAL.LED IN
THE ArTIC, IT eIolAJ..l- ae INeTALLED IN ACCORDANCE WITH MECHANICAl- CODe.
ACCEee Ie NOT REQUIRED WHEN lHE CLEAR I4EIGHT OF THe ATTIC epACE, MEAe.uRED
AT lHE ROOF FEAK Ie Leee THAN 24".
;-
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ROOF VALLEY DETAIL
TYFICAL CONV FRAME VALLEY DETAIL
RICHARD l.. KIDOEY p,e.
FLORIDA l-ICENe>E NUMeER 312%
ALL CONNl;CTORe ON V ALLl;Y FRAMING Dl:r AIL
1-4Ave 6EEN REVIEWeD AND elZeD FOR COMelNe
UPLIFT, eHeAR AND LATeRAL LOADe
II-lER6Y CERTIFY tlolAT Tl-4Eee PLANe AND e,PECIFICAlIONe
WA& PREpARED 6Y Me OR UNDER MY DIRECT &UPERYI610N
ARE IN COMPLIANCE LUITIol Tl-IE FLORIDA eUILDING CODE 2001
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