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IT W!LL. 6E n-lE REe.PONe.161L.ITY OF THE CONTRACTOR
(~"'J!NER TO PROVIDE DOCUMENTe. e.HOWlNG THAT All.
WINDO\IJ& AND POORe. ON THle. e.F'ECIFIC J06 MEET THE
DEe.i<:ON PRE&&JREe. eTATED ON PLANe.,
WINO DEe.IGN PREe.e.lJRE e.cHEDULE
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!:XPEN6E& (INCLUDING REAe.ON.A.6LE ATTORNEY FEE&) ARIe.INCi OUT OF OR RE&UL. TINCi FROM THE
PROJECT. THE t'Ee.I<!tNER WILL. IN GIOOD FAITH ATTEMPT TO PROviDE ERROR FREE CONe.TRUCTION
DAAWII';G&, 001 IN THE EVENT EJ'i:F<OR6 OCCUR THE DE61CiNER WILL. NOT BE L.IABLE FOR coeT OF
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eTRUCTURAL ENGINEERe
RICHARD L. KIDDEY P.E,
FLORIDA LICENe.E NUMeER 312<!1~
I HERey CERTIFY THAT THEeE PLANe AND e.PECIFICATION&
IJ.;IERE PREPARI:D BY ME OR UNDI:R MY DIRECT e,uPERVI610N
ARE IN COMPLIANCE WITH THE FLORIDA eUILDING CODE 2001
fOR 110 MPH ( 3 e.eCOND GUM) WIND lONE - W MPH FA6ll:M
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GARAGE 41~
FORC~ 112
TOTAL 2131
FG
1 OF 4
ARKAY · 1~SS
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112" CDX OR 1/16' 066 ROOF 6~EATHINUi
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AND .IS FELT WITH eHINUiLEe,L RIDUiE VENT
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ALL TRuoe TO WOOD WALL
LOCATIONe, FILL ALL NAILe
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112' CEILING. T'T'PE
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12-16D NAILe TO BEAM
4" X 4" P,T, WOOD poeT
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LA.,..ER 112' PL .,..WooD IN CENTER
OVER ALL DOOR AND WINDOW
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ALUMINUM elNUiLE
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e.HEATHINUi NAILED l' OC ON TOP AND 130TTOM PLArEe
AND 6" OC ON eTUDe, ueE nVEK OR EaUAL l-lOuee WRAP
AND e.IDINUi OR WIRE LAm AND e.rucco.
R-II INeULATION IN WAue
PORCI-l 5LA6
elMPWN ABU44 WI 12 - 16d COMMONe
TO poeT - (I) !;/e" X 6" ANCI-lOR 60L T
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ALL 51DE OF PoeT ANCI-lOR
T'T'PICAL 4" CONCRETE eLA6 WITH WIRE MEel-l
OR FleER MEel-l AND e. MILL VleQUEEN OVER
CLEAN COMPACT TERMITE TREATED 60IL
TE:M WALL NOTE:, STE:MUJALL HE'GHT TO 6E: DETeRMIN
ER Tl--'E: OlUNE:R C CONTRACTOR TO FIT THE: SITE:
( AXIMUM 4 E:XpOeED COURSE:S IN HEIC>HT IF MORE
HAN 4 COURSES ARE NEEDED _ CONTACT ENGINEeR
RIOR TO FQ-JNDATION pO'JR.
elNG.LE 2 X 4 F,T. 60TTOM PLATE eECURED TO eLA6 ~
WITH 112" X a" ANCHOR 60LTe 24' OC OR s/a' X 1"
eLEEVE ANCHORe, ueE 112" X 2" X 2" ealJARE WAe~ER
10' ..
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MEC~ANICAL PLAN 3/1~" = 1'0"
MECHANICAL. CONTRACTOR TO VERIFY AU. D\.CT
AND UNIT ~,ze. THE MECHANICAL. DRAWINCt~ ARE
NOT A ~1'R\.CT1.IRAL. PART OF DRAWINCt~ AND MAY
V ARY IN FIB..P WITHOUT APPROVAl. FROM ENGINEER
OF RECORD
MECl-<ANICAl. CONTRACTOR TO PROViDE A RETURN AIR
"'RIll. FOR ALl. RooM$ TI--IAT I--IAvE A UNflAI.ANCED AIR
FLOW PER F,M.C, 1&01.4 OR UNDER CUT DOORS
THE CLIENT UNDERerANDe THAT THE DEelC:oNER CAR-RIEe NO LIAeILJiT' INeuRANCE AND THEREfOR-E
AGREC& TO !--!OLD HAR-MLE6e, IDEHNlf''''', AND DS'ENP DEelGoNER FROM ALL CLAIMe, L06eEe. AND
cxPEN6Ee (INCLUDING R-~NA13LE AiiORNE.,.. foEEe) AR-16INC:o OUT 01= OR REeULTING foROH THE
PROJECT, THE DEelUlNER WILL IN GoOOD FAITI-I ATTEMPT TO PROVIDE ERROR foREE CONeffiUCT10N
DRAWINGle, OOT IN THE EVENT eRRORe OCCUR THE DEelGoNER WILL NOT 13E LIABLE FOR coeT OF
REPAIRe OR DELAY TO THE CONeTRUCTION
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ALL FIXTURE LOCA TIONe. MUM BE vERIFIED FROM FLOOR PLAN
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e.TRUCTURAL ENUiINEERe.
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FLORIDA LICENe.E NUMBER 31~6
I HERBY CERTIFY THAT THEe.E FLANe AND e.PECIFICATIONe
WERE FREPARED B"" ME OR UNDER MY DIRECT E;UPERvleION
ARE IN COMPLIANCE WITl-! THE FLORIDA 6UILDING CODE 2001
FOR 110 MPl-! ( 3 eEcoND u.Ue.T ) WIND ZONE . ~ MPl--l FAeTEeT
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2X4 WEB 6LOCK5 NAILED IN 6ETWEEN
WEBe WITH (2) I6>D NAIL5 EACH END WITH
(~) I6>D NAIL5 AT EACH E'iD NAIL TO 2X4
d)AFI
:JJP!Tl'l
(oF I 'H'
IN ACcORDANCE WITI--l CHAPTER 411.00) (2) (1) OF Tl-lS FLOR'DA ADMiNI61RATIYE CODE, ELECTRICAl.
PlUMeING AND HECl-lANICAL. e..,..6TEM6 61--lAL.l. 6E DE61CtNED e.,.. THE RE6PECTIYE CONTRACTOR TO
l"1,EE1' All APPLlCA6LE CODE6, TI--lE aECTRICAL., PLUMelNG AND HECl-lANICAL e..,..e.TEM6 PRAUN I-<El<ON
ARE eA6E UPON A DE61CtN PROvIDED 6.,.. Tl-lS OUJNER TO ADDRE6& l--li6/HEl< REQ'JIREl"'ENTe.,
-----------
-----------------------------------
1/4"
1'0"
2 X 4 ANC:oLE 6RACINC:o AT 48" OC ALON6
C:oA6LE END NAIL END5 TO 2 X 4 6LOCKINC:o
WEB 6LOCKIN6 WIn< (2) I6>D TOE !\IAILe
-
-
TI-lE ELECTRiCAL DRAWING& ARE NOT A
eTRuc:ruRAL PART OF DRAWING& AI~D MA'r
VAR'r IN FIELD WITHOUT APPROVAL FROM
ENGINEER OF RECORD
AL.l. aECTRICAI. OUTLeT6 IN BAT!-<ROOMe, KITCI--lEN, IWITI--lIN 6' FEET OR 6INK6), GARME AND AT
EXTERIOR LOCATIONe ~AL.L. 6E WIRED INTO A G.ROUND FAUL.T INTEl<RUPTEl< 'G.F" CiRCUIT
AL.l. aeCTRICAL. OUTLeTe IN 6EDROOMe . FIXTUREe 6I--lAL.l. BE WIRED INTO AN ARC-FAUL T iNTEl<RUPTEl<
'AFI' CIRCUIT
6HOKE DeTECTOR6 6I--lAL.l. BE PlACE iN EA~ 6EDROOM AND IN I--lAL.l. UJA.,.. AREAe. ADJAC!:NT
TO 6EDROOM AND OTI--lER LIViNG AREA&
G.ROUND WIRE FORM REeAR TO ELECTRICAl. PANEl. Pel< N,e.C,
THE CLIENT UNDEReTANDe TI-lAT THE DEe.IC:oNER CARRIEe NO LIA6ILIT'r INOORANCE AND THEREfORE
AC:oREEe TO f.1OLD HARMLEe.a, IDEMNiPT', AND DEFEND DEe.IC:oNER FROM ALL CLAIMe., LOe.eEe AND
EXPENe.Ee !1NCLUDINC:o REAWNA6LE ATTORNEY FEEe) ARlelNU OUT OF OR REOOLTING FROM THE
PROJECT, THE DEel6NER WILL IN C:oOOD FArm ATTEMPT TO PROVIDE ERROR FREE CONe.TRUCTION
DRA-WINGe, 6UT IN THE EVENT ERRORe OCCUR THe DEe.IGNER WILL NOT 6e LIA6LE FOR coeT OF
REPAIRe OR DELA'r TO TI-JE CONeTRUCTION
ELECTRICAL LEGEND
)Jl.. G,I',I, 110 V
\lJY :no v H G.ROUND FAUL. T
\jj) RECEf'T ACLE
rt 6WITCf4
::D A.I',I, 110 V
H ARC FAULT
H \jj) RECEf'T ACLE
\jj) 110 V
WP 110 v + CEILING. FAN
t11\ WA TEl<FROOF
'-UI OUTLET
^_ I'OY l!G.i--lT +
y CAN 6E CE'LING. CEiliNG. FAN WI LlG.I-<T
OR lIJAL.l. (T'fP)
It::\ &MOKE
\;' DETECTOR 0 CAN! BALL. FIXTURE
t:m IIOV &0 CFl'1'e.
~ BAT!-< FAN
= ELECTRiCAL. PANa
~ eATI--l FAN
T llG.\--lT COMeo
~ WALL. OCONCE
~ TE1.EY 1e.ION
n FLUOREOCENT
~ FIXTURE
aD EXTEl<IOR DeL. FLOOD
~ PI--lONE
5TUD 5PACINC:o NO (2) 2 X 4 (2) 2 X 4 (2)2X6
L- 6RACiNC:o L.6RACiNCt L 6RACINC:o L BRACINC:o L 6RACIN6
I"," 0'-0" TO 4':;" 4'-:;" TO ""0" ""0". 12"0" 12"0' TO '6'0"
24' 0'-0" TO 4'0" 4'0" TO 1'0" 1'0" TO 10'0" 10'0" TO 14'0"
2X4 OUTRI(;c.ERS AT 24" OC
CONNECT OUTRIOOERS TO
GABLE WITI--l SIMP $ON \--I2,S
NOTe,
NO DROP C:oA6LE NEECED
Wl-lEN OVERHANC:o :e '2' OR
LEoo
BAO<:NAiL WI (2) IbD NA'LS
MAx, 24' OvEl<i--1A'-JC.
2 X 4 U-EB BLOCKS NAILED IN 6ETU-E!:N
WEBe. WITI-< (2) 'bD NAIL6 EAC'" END wlm
(b) 160 NAILS AT EACI--l END NAIL TO 2X4
T""PCAL WOOD WALL. BELOW
NOTE, NO l BRACiNCt REQ\Ji"i:EJ) WI-lEN
PEAK OF aA6lE ie. 4'0' OR LESe.
"L" 6RACINc. TO EXTEND AT LEA&T ~ ,.
OF WEB LENc.;H ( SEE TA6LE ABOVE)
~
STEP DOWN GABLE 'RUSe. WITI--l ONE LA.,..ER
112" CDX SHEATl-<lNc. OR Vb" ose NAILED
'.lJIi1-~ ~O COMMON NAIL& 4' OC
&IMF&ON l&TA24 OR EQUAL
AT to' OC ( T""P)
2 X 4 A'<C.lE BRACINCt AT 4$" OC ALONG.
aA6LE END >':AIL ENDe. TO 2 X 4 6LOCKINc.
.lJEB 6LOCKING. WIT4 I2J 'bD TOE NAILS
2 x " NAILER Ar:ACi-lED TO BOTiOM
CORP o~ ,::;A6lE T'RUS& A."-C' COMMON
T~'JS.& UJm./ :2 EACl-./ 120 COH1-1QN 'iA1L~
AT EACl-< UFRI6l-<T l-1EH6ER O~ Ci,t..6LE
GA6LE END 6RACING DETAIL
TYPICAL ELECTRICAl- RI8ER DIAGRAM
) - 2/0 THNN cu FEEPERe
2" aALV RleER ~' ,
, ,
, ,
-"
200 AMP
METER 50CKET
elNC:oLE PHAe-E
6REAKER PANEL
WITH MAIN
c:::J c:J
.4 CU DRIVEN C:oROUND
RODe 2 EACH e'o" APART
I
r-""
2" aALv NIPPLE
CONCRETE ENCAe-EP 'UFER"
ELECTRODE REQtl:REP PER
ART 250-50.. 1~~ N.E.C, MueT
6E INe-PECTeo PRIOR TO CONeR!: r::
PLACEMENT
eruD ePACiN6 NO (2) 2 X 4 (2) 2 X 4 (2) 2 X ~
L- 6RACIN6 L-BRACiN6 L 6RACiNC:o L 6RACiNC:o L 6RACiNC:o
I"''' 0'-0" TO 4':''' 4'-:;" TO ""0" 8'0". 12"0" 12"0" TO 160'0"
24" 0'-0" TO 4'0" 4'0" TO 1'0" 1'0" TO 10'0" 10'0" TO 14'0"
"L" BRACING TO EXTENO AT LEA5T ~ %
OF WE6 LEN6TH I eoEe TA6LE ABOvE)
~
'10TE, '10 L BRACI'-<G. REQJ:RED WI-l!:N
PEAK OF aABlE Ie. 4'0" OR LE&6
6ACK'-'AIL WI (2) I~O NAILe
Nt ,," OV'''::ON '"' OA"'-' '''"% "'" 0"' CAY'"
/ 112" CDX SI--lEATI--lINCs OR 1/''''' osa NAILED
4' OC .lJITI--l BD COMMON NAILS
TOE NAIL JACK ~e& TO !lJE8
IN TRUM UJlTl4 (3) 160 COHt1ON
NAIL&
JSE (1) SIMP$ON HETA20 TRWS5 STRAP
POURED IN LIN~.EL AT ALL TRue,e 6EARING.
LOCA TIONS EXCEPT A& NOTED ON TRUce.
PLAN, F'LL ALL NAILS HOLES \lJITI--l 100 X
I 112' NAiLS
l/i' C:o"'-POOM WALL 60ARD
2 X 4 NAILER ATTACI---JED TO 60TTOM
CORD OF C:oA6LE TRUe.e AND COMMON
TRUee WITI-l 2 EACH '20 COMMON NAILe
AT EACH UPRiC:oHT MEM6ER OF C:oA6LE
605TON !-lIP GA6LE END 6RACING DETAIL
6"EEL PL TCLIP6
24' oc
NAIL WIn< ~D 10.6 NAIL6
I ,)
: J.'
..~..
,,-..J
2><" e.lOCKINQ AT ALL. ..oINT& . .
III PL'rUJOOD RUN!> ~'fI;l:IZON" AL.
NAIL 3woc WIn< BO NAIL6
.
g
FL YUJOOD NAIL PATTERN (ROOF)
PL .,..WOOD NAILED Aa 600WN Ie DEe!CtNEP TO
WITH eTAND MAXIMUM WIND LOAD RATIl~a OF
130 MPH
o
<P
U)
38' 8"
BALLOON FRAME WALL AREA
e11.lB GABLE !::ND TRU~&
(
"" '" "'" ~ ~ ~ ~ ~ ~"'" "'" ~"
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I ~~~ ~ '\'\~~~'\~
~~~ ~ ~'\~~~~~
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Ue-E II) 6IMP50N HIO CLIP AT
ALL TRue-e. TO llIOOO 6EAM
LOCATION6, FILL NAt..e. HOLE6
WITH 10DXI 112" NA!La
!MAXIMUM UPLIH ~!>.)
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GABLE END iRU~&
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~
I
GABl!; ~IO TRU6&
Ue.E 11) eIMP50N HIO CLIP AT
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WITH IODXl 112" !-<AILe
(MAXIMUM UPLIFT ~')
4b
10' 0"
10' 0"
18' 8"
1
II'
"
II'
38' 8"
ROOF TRU50
1/4"
-
-
1'0"
PLAN
Del. TOP PlA re
NAILED 3" OC TO 10f> NAIL IlAT.. !lD "'6 NAILII
AND eoTTOM PLATEll
n
1610C
:J.'
t
~
ARKA'r ENGINEERING INC.
eTRUC11.IRAL ENQINEER~
RIC~ARD L. KiDDEY p,e.
FLORIDA LICEN6E NUMBER 31~~
I HERB'r CERTIFY THAT THEe.e PLANe. AND 6PECIFICATION&
UJERE PREPARED BY ME OR UNDER MY DIRECT &JPERVI610N
ARE IN COMPLIANCE UJlm THE FLORIDA BUILDING CODE 2001
FOR 110 MP~ ( 3 e.ECOND GU&T ) WIND ZONE - ~ MP~ FAeTE&T
e.PEED
FLYWOOD NAIL FATTERN ( WALL)
PI. 'T1lJOOO NAILED Ae !l+-'OWN AND U&iNC\ eIMF~N L JT20B
A~l<& Ae. 540WN ON FLOOR PLAN CREA TE ~ WALL&
OF EXTERiOR 'iJALL5 OF 5TRUCTURE
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LIVING l~OO
GARAGE
PORC~
419
112
TOTAL 2131
FG
.3 OF 4
ARKAY · 1~&S
GENERAL NOTE5:
TI-lI& I3UILDINCi I-lA& BEEN DE~ICiNED TO CONFORM TO TI-lE FLORIDA BUlLDINU CODE 2001,
ARKAY ENGINEt=RING INC. A REGlett=REP LICENe.EP, FLORIDA PROFee.e.IONAL ~tRUCnJRAL
ENCiINEERINU COMPANY. I-lA& APPLIED" RATIONAL ANAL Y~I&" FOR TI-1E &TRUCnJRAL DE&I~N
OF TI-lI& &TRUCnJRE
TI-lE 6UILDINCi ( INCLUDINCi ALL COMPONENT& AND CLADDIN~& ~ALL aE DE&I~NED FOR TI-1E!
fOLLOW1NCi ~PERiMPOeED LOAD&
FLOOR&.
LIVE LOAD& - 40 P,&.F.
DEAD LOAD& - 10 P.&.I".
~ARA6E &LAa.
LIVE LOAD& - 50 P,&.F.
DEAD LOAD& - 10 P.&,F.
ROOI".
UJiND.
LIVE LOAD& (TRIJe& TOP CORD) - 20 P,&,F,
DeAD LOAD& (TRIJe& TOP CORD) .10 P.&.F. 18 P,&,F, UJI-lEN TILE ROOF IN&TALLED
LIVE LOAD (TRU6& 6OTTOM CORD) . 10 P.&.F.
M6UMED lRIJe& eELI' UJElCiHT ( DeAD LOAD) . 1 p.e,F.
aUILDINCi 1& DEel~NED TO CONFORM TO A&CE ,-~, CI-lAP1ER E>. PER FLORIDA aUILDINCi
CODE 2001 ~ECTION 16OE>.1.I
UJIND De&IGN A&~MPTION&.
6UILDINCi EXPO~RE - a
6UILDINU IMPORTANCE FACTOR. 1.0 ( CATeGORY" )
MeAN ROOI" HEIGHT 30' OR LE66
I-4EIGHT . EXPO&URE AD.u&TMENT& COEFFICIENT. 1.0
ENCLO~ED 6UILDING
INTERNAL PREe&lRE COEFFICIENT. . I - 0,18
eEE UJIND ePEED INfORMATION &TA'TED ON PLAN&
eorL SEARING. COMPACTION:
TI-lE&E PLAN& UJERE DRAuJN BA&ED UPON AN AllOWABLE &011. aeARING CAPACITY OF
2000 P,&.I".( MINIMUM) TI-lE CONTRACTOR/PROPER'TY OUJNER 1& REepON&IBLE FOR V!::RIF'T"ING
TI-lAT TI-4E eolL ON TI-4E &ITE 1& PROPERLY PREPAR!::D AND COMPACTED OOCH THAT IT CAN
OOFf"ORT A 2000 P.&,F. FOUNDATION LOADING
ARKAY ENGINEERING INC. A REGI&'TERED LICEN&ED FLORIDA PROFE&eIONAL &TRUCnJRAl
ENGINEERING COMPANY. DE&IGNED TI-4E&E FOUNDATiON& UJITI-lOUT VI&ITING TI-4E CON&TR\JCTION
&11E NOR PERFORMING ANY eolL 'TE&TING
ARKAY ENGINEERING INC ~ALL NOT aE RE&FON&IBLE fOR TI-lE ~ITE eolL ABILITY TO OOPPORT
TI-4E 6UILDING LOAD&
FOUNDATION . eLAS - ON- GRADE NOTE5 :
eulLDING e.nE &I-lALl. BE &CRAP ED TO REMove ALL ORGANIC MA TERIAL&"
ANY ADDtTlONAL FILL PLACED ON lHe BUILDING PAD AReA, eHALL ae COMPACTED
&UCI-l TI-lI\T IT CAN ADEGlUATELY &I.!':>pORT A 2000 P,&,F, FOUNDATION LOADING. &LAB
~ALl Bt: PLACe OVER A 6 MIL VAPOR BARRIER ON CLeAN ADEGlUA'TEL Y COMPACTED
AND TERMI1E POiGONED 0011.
CONCRE'Te UTILIZED IN TI-le FOUNDATION AND &LAB& eHALL HAVE A MINIMUM 28 DAY
COMPRE&elVE &TRENGTI-l 0'" 2S00 P.&,I",
F<:EiNFORCING &'TEEl. ~ALL aE CiRAOE 40 MINIMUM AND IDENTIFIED IN ACCOF<:DANCE
UJITI-l AeTM A -61~, LAP &PLICE&, UJI-1ERE REQUIRED ~ALL aE A MINIMUM 01" 2~" FOR
-~ REeAR , 30" FOR -6 F<:EeAR . 3S" FOR ., REeAR
PLAN& ARE ENGINEERED fOR A MAXIMUM &'TEMUlALl. I-4EIGI-lT OF 4 COUR&E& ( AF'TER
FINAL &ITE ~RADING) THE CONTRACTOR OR 6UILDING OUJNER &HALL DETERMINE TI-IE
EXACT 6TEMWALL I-4EIGI-lT BA&E UPON 61TE CONDITION& PRIOR TO POURING TI-lE FOUNDATION
AND CONTACT ARKAY ENGINEERING UJI-IEN MORE TI-lAN 4 COUF<:eE AF<:E F<:EGlUIRED
A FOUNDATION &uRVEY &HALL aE PERFORMED AND A COpy OF THE &URvEY 51-lALL aE ON &ITE
FOR Tl-1e 6UILDING IN6PECTOR& IJeE , OR ALL PROPERTY MARKER6 &~ALL BE EXP06ED AND A
&TRING &TRECTED FROM MARKER TO MARKER TO VERFIY ~=QUIF<EO &ET al.CK&
MA50NRY UJALLe:
CONCRETE MAeoNRY UNIT ~ALL aE I-lOLLOUJ UNIT MAeoNRY IN ACCORDANCE UJITI-l A&TM C-'W
AND &HALL ~AVE MINIMUM F'M OF 1500 p,e.I.
MORTAR &HALL CONFORM TO A6TMC -210 AND &~ALL ae EITI-IER rrPE M OR &
REiNFORCING &Tt::EL eHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
UJITI-l A&TMA-6I,. LAP &PLICE& UJI-lERE REGlUIRED ~ALL aE A MINIMUM OF 2S" FOR -~ F<:EeAR
30' FOR -6 REeAR AND ~" FOR ., F<EeAR.
~ROUT FOR TI-lE POURED CELL6 AND LINTS-& eHALL I-lAVE A MAXIMUM COUF<eE AGGF<:EGATE 51ZE
OF 3/e" PLACED AT 8 TO II INCI-l &LUMP AND I-lAVE A MINIMUM 28 DAY COMPRE&6IVE &TRENGTI-l OF
2000 p.e.l. ( UJI-lEN TE&TED PER A&TM C-101~ )
PROVIDE CLeAN OUT OPENINGe ( 12 &Q, IN. ) IN CELL& CONTAINING &PLICED REiNFORC!::MENT. Wl-iEN
TI-4E GROUT POUR EXCEED& , FEET IN HEIGHT
ROOFING . FLAeHING5:
ROOFING &Y&TEM AND FLA&I-lINCi A& &T MED IN PLANe MU&T CONFORM TO C~AP1ER " OF THE FLORIDA
eulLDING CODE 2001. FLAE!>~ING epEClflC eECTION IS01,3,~ CONTRACTOR OR OLLiNER MU&T PROVIDE WITH
PLAN& &PECIFIC PRODUCT INFORMATION DETAILING IN&TALLATION OF PF<:ODUCT TO MEET UJIND DE&IGI~&
OF TI-lI& eET OF DRAUJING&,
'f1t1SER MA TERIALe:
ALL TIMBER& MATERIAL& &HALL aE A& fOLLOUJ6,
LVL BeAMe el-lALL BE (I.~e.> MCALLI&TER LVL MATERIAL& MANUl"ACTl.JRED BY TRU66 JOI~T
MACMILLAN ( OR EGlUAU
LUMaER UTILIZED IN 6OHOM PLA'TE, TOP PLATE& ,PO&T, &nJD& PACK& AND aeAM&
~I\LL aE ~ 'rELLOW PINE (OR aETTER)
EXTERIOR AND INTERIOR LOAD aeARING &nJD& ~ALL Be ~ ePRUCE ( OR aEHER)
ALL OTHER &nJD& eHALl. as "eTUD ~RADE" &PR\JCE ePACE 16" DC, ALL &PLICE& A'T
TOP PLATE MUeT BE MINIMUM 4'0" AND NAILED 4" OC UJITI-lI2D COMMON NAIL&
pel. PoeT el-lALL aE (l.~e.> PARALLAM peL MATERIAL& MANUl"ACnJRE& BY TRIJe&JOI&T
MACMILLAN ( OR EGlUAL). eEE PoeT ~PPORT TABLE fOR LOAD vALUE&,
EXlERIOR UJALLe ~ALL Be CON&TRUCTED UJI'TH 1/2" Pl.YUJOOD OR 1/16' o,&,a. ( 2-M-W RATING) NAILED
UJITI~ ~D NAIL& &FACE AT 3" DC ALONG ALL I-lORIZONTAI- JOINT& AND EDGEe, 6' OC ALONG ALL VERTICAL
JOINT& AND EDGE& AND 12" OC ALONG ALL INTERMEDIATE &TUD&
AT OPENING& "0" WIDE OR LARGER &TRAP l-4eADER aeAM TO TI-lE l-4eADER &nJD& UJITI-l (2) U&P OR 61MP60N
L&TA24 &TRAP TIE& AT EACI-l END OF l-leADER aeAM. ANCOOR aOHOM OF l-4eADER e.nJD& TO FOUNDi\TION
UJITI~ IJeP OR &IMPeoN HH16 TEN&ION TIE.
INTERIOR &nJD UJALL& TO aE OF 2 X 4 ~ &PRUCE OR BEHER UJITI-l &INGLE 2 x 4 P,T,
PINE 6OHOM PLATE AND &INGLE 2 X 4 ~ &FRUCE TOP PLATE UJITI-l ~nJD& &FACED
MAXIMUM 24" DC. WALL& TO HAVE 1/2" G'rPOOM 60ARD EACI-l elDe, WITI-l UJALL& AT
GARAGe TO I-lAVE MINIMUM R-I1INOOLATION
ANCI-lOR WOOD &HeAR UJALL& &EGMENT& TO FOUNDATION UJtTI-l &IMPeoN LH20B TENelON TIE AT EACI-l
END OF UJALL 5EGMENT& AND AT ANY UJALL &EGMENT INTER&ECTION ( BUILDING CORNER&)
ALL PLUMBING, S-ECTRICAL AND MECHANICAL F<:OU<:iII-lIN& MU&T BE COMPLETE, IN&PECTED ANO AFFF<:OvED
PRIOR TO F<:EGlUE&TING TI-IE FRAMING INeFECTION.
IF DEelF<:ED, EGlUlvALE:'NT CONNECTOR& MAOE BY ANOTI-1!:R ~UPPLIER MAY BE lJeeo IN PLACE OF TI-4E
U&F OR &IMPeoN CONNECTOR& &OOUJN
tHE CLIENT UNDER6TANPe THAT THE DEe.IGNER CARRIE6 NO LlABILIT'r INOORANCE AND THEREFORE
Aa.REEe. TO HOLD HARMLEe.e, IDEMNlfY, AND DEFEND DEelGNER FROM AU. CLAIMe., LOe.e!::6 AND
EXPEN&Ee (INCLUDING REAeONAelE ATTORNEY FEE6) AR161~ OUT Of OR REOOLTING FROM THE
PROJECT, tHE DE6iCoNER UJIU. IN GOOD FAitH ATTEMPT TO PROVIDE ERROR FREE CONeTRUCTION
DRAWINa.e, aut IN tHE EVENT ERRORe OCCUR THE DE61GNER WIU. NOT BE LIABLE FOR coeT 01"
REPAIRe OR DELAY TO THE CONeTRUCTION
50lL TERMITE TREATMENT:
INITIAL eolL POl60NING TReA'TMENT &I-lALL aE DONE AFTER ALL EXCAVATION
BACKFILLING' COMPACTING ARE COMPLETE (PER FeC 1&16,1.1)
ANY eolL DI&nJF<:BED AF'TER TI-IE INITIAL TReATMENT e~All BE F<:E TREATED
( INCLUDING ANY aOXED OR FORMED AReA&) (PER F6C 1~161.2.)
BOXED AF<:eA& IN TI-IE CONCRETE aLAB FOR INeTALLATION OF TRAF& e~ALL aE MADE
UJITI-l PERMAMENT METAL OR PLAeTIC FORM6. PERMAMENT fORM& MU&T aE 01" AN ADEQUATE
&IZE . OEPTI-l TO ELIMINATE ANY DI&TURBANCE 01" TI-1E eolL AFTER TI-4E INITIAL TREATMENT
(PER Fee 1816,1.3)
A MINIMUM 6 MILL VAPOR BARRIER MIJeT aE IN&TALLED TO FROTECT AUAIN&T RAINFALL
DILUTION II" RAINFALL OCCUR& BEFORE VAPOR 6AF<RIER PLACEMENT, F<:E TReATMENT &HALL
BE REQUIRED (PER FBC 1~16.1.4)
All BUILDING& ARE F<:EQUIRED TO I-lAVE A PRe CON&TRUCTION TERMITE TREATMENT
(PER FBC1816,1.1)
Al"TER ALL WORK 1& COMPLETE ANY LOO&E UJOOD AND FILL MUeT aE REMOVED FROM
as-ow AND UJITI-lIN 12' OF THE BUILDING. THI& ~ALL INCLUDE ALL GRADE &TAKE& nJB
TRAP 6OXE&, FORMe, ~ORING AND ANY OTI-IER CELLULO&E CONTAINING MATERIAL&
(FER Fee 2303,1.3)
NO WOOD VEGETATION, eTUMP6, CARD60ARD, TRAE!>H, ETC, eHALL aE BURIED UJlt1-41N IS' 0'
01" ANY BUILDING OR PROF06EP 6UILDING (PER Fee 2303IA)
ANY CONCRE'TE OVER POUR MORTAR OR &rucco MAtERIAL& ALONG THE FOUNDATION FERIMETER
MIJeT BE F<:EMOvED FRIOR TO EXTERIOR eolL TReATMENT (FER F6C 1&16.1.~)
EXTERIOR eolL TReA'TMENT MueT aE AFPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
UJITI-lIN 12" 01" TI-lE eTRUCnJRE &IDE UJALL& (PER Fee 1&16.1.6)
AN EXTERIOR VERTICAL CHeMICAL BAF<:RIER ~ALL BE IN&T ALLED AFTER CON&TRUCTION 1&
COMPLETE ( INCLUDING LAND&cAPING AND IRRIGATION) ANY eolL DI&nJRBED AFTER TI-lE
vERTICAl- BARRIER 1& APPL.IED, &HALL aE RE'TReATED (FER F6C 1816.1.6)
IRRIGATION I 6PRINKLER &'r6TeM& INCLUDING ALL RI6ER& AND ePRAY HeAD& 5HALI- NOT aE
IN&TALLED WITH 12" 01" TI-1E BUILDING &IDEUlALL6 (PER FBC 1!:>O3.4.4)
CONDEN&ATE AND ROOF DOLLiN &FOUT& DI&cHAR~E AT LeA&T 12' AUJAY FROM THE BUILDING
&IDE UJALl.& (PER F6C 1503.4.4)
THE DI&TANCE FROM TI-lE EXTERIOR WALL COVERING ( EXCEPTION&: PAINT AND DECORATIVE
CEMENTITIOIJe flNI&1-l LE&& THAN 'Ie" TI-lICK ADHERED DIRECtLY ONTO THE FOUNDATION UJALL)
AND FINAL eARTI-l ~RADE &HALL NOT aE LE&& TI-lAN E>' TO ALLOW FOR IN&FECTION FOR F'UnJF<:E
TERMITE INFE&TATION& (PER F6C 1403.1.6)
A ' CERTIFICATE OF COMPLIANCE" ~ALL BE leOOED TO TI-lE 6UILDING DEPARtMENT ay A LlCEN&ED
PE&T CONTROL COMPANY aEFORE A ' CERTIFICA'TE OF OCCUPANCY UJILL eE le&WED, T\-IE CERTIFICATE
&~AU &rATE. (PER Fee I~",I.')
" TI-4E aUlLDING I-lA& RECEivED A COMPLE'TE TReATMENT FOR TI-4E FREVENTION OF OOBTERRANEAN
'TERMITE&, THE TReATMENT 1& INACCORDANeE UJITI-l TI-IE RULE& AND LA\.IJ& 01" TI-1E FLORIDA DEPARTMENT
OF AGRICUL nJRE AND CONOOMER& eERVICE&
A PERMAMENT elGN TI-lAT IDENTIFIE& TI-1E TERMITE 'TReATMENT PROVIDER AND NEED FOR F<:E IN&FECTION
AND lREATMENT CONTRACT RENEWAL ~ALL BE PROVIDED, TI-11: &IGN eHALL aE PO&TED NEAR 'TI-IE WATER
HeATER OR ELECTRICAL PANEL (PER FeC 104.2,6)
6TRAP ALL I-lEAD~& A& S>HOWN WITI-l (2)
&IMPWN LMA 20' OR EQUAL "'LAT 6TRAPE!>
AT EACI-l END, FILL ALL NAIL l-JOLE& WITH
10D X I 112" NAll.&
\
ALL UJINDOW AND DOOR OP!:NING& TO I-lAVE
MINIMUM ('].) KINCi &nJD PACK EACH &IDE 01"
OFENING& NAILED UJITI-l 16D COMMON NAIL&
12" OC EACH 81DE. NAIL THROUGI-l TOP AND
eOTTOM pl.A1E& WITI-l (2) 16D COMMON NAIL&
&nJD WALL PER PLAN
WALLI HEADER DETAIL
GARAGE DOOR TO BE REINI=ORCED
TO MEET WIND LOAD AND COMFREeelON
RATINGe I=OR YOUR J06 LOCATION
TRueeE5:
IF TI-1E CONTRACTOR, TRU&& MANUFACnJRE OR ANY OTHER DE&IGN PROFEe&IONAL REVI&E TI-1E
'TRIJe& &'r&TEM LAYOUT FROM TI-lO&E eoouJN ON TI-lEeE PLAN& ARKAY ENGINEERING, INC 1&
REGlUIRED TO REVIEW ALL I"INAL CON&TRUCTION DOCUMENTe FOR COMPLIANCE UJITH TI-lE
DE&IGN INTENT FRIOR TO COMMENCEMENT OF TI-4E PROJEC'T
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EXTERIOR WINDOUJ5 4 DOOR5:
ALL EXTERIOR WINDOUJ& i ~LA&& DooR& OR ENlRANCE DOOR 51-lALL aE TE&TED IN ACCORDANCE WITI-l
AN&I/AMMAINUiWDA IOVI62 &TANDARD AND aeAR AN AMMA OR UJDMA LAaEL IDENtiFYING TI-4E MANUFACnJRE
PERFORMANCE CHARACTERI&TIC& AND APPROVED PRODUCT TEeTING amTY
ALL MULLION& AND ADJACENT DOOR/WINDOUJ A&&EMBLIE& ~ALL aE TE&T OR ENGINEEF<:ED TO TRAN&FER
I.S TIME& TI-4E DEelGN LOAD8 TO TI-4E ROUGI-l OPENING &UB&TRATE
IN&TALL ALL UJINDOW& AND DOOR Aee.EMBLlE& PER TI-4E MANUFACnJRE ANCOORING RECOMMENDATION&
TO ACI-lIEVE TI-IE DEelGN PRE&OOF<:E& &PECIFIED
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CEILING RAFTER
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ALL TRACK AND ~
- PER MANUFACTURE
MEET WIND LOAD A
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60LT8 4 EAC~ 81DE AND AT TOF
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8FECIFICA TIONe TO
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R JOS LOCATION
EAC~ elDE AND
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241\ OC
GARAGE DOOR ATTAC~MENT DETAIL
ELECTRICAL, FLUM6ING, 4 MECHANICAL:
IN ACCORDANCE UJITI-l CHAPTER 411.003 (2) (I) OF tHE FLORIDA ADMINI&'TRATIVE CODE. ELECTRICAL
PLUMBING AND MECHANICAL &Y&TEM& S>HAU aE DE61GNED BY TI-lE REepECTIVE CONTRACTOR TO
M,EET ALL APPLICAaLE CODE&, TI-11: S-ECTRICAL. PLUMBING AND MECHANICAL &'r&TEM& DRAUJN HERON
AF<:E BA&E UPON A DE~IGN FROVIDED BY TI-lE OLLiNER TO AOOREa& HIM4ER F<:EQUlF<:EMENT&,
ALL ELECTRICAL. OUTLET& IN BATI-IROOM&, KITCHEN, WITHIN 6' FEET OR &INK&), ~ARAGE AND AT
EXTERIOR LOCATION& ~ALL BE UJIRED INTO A ~ROUND FAULT INTERF<:UPTER "~Ft" CIRCUIT
ALL S-ECTRICAL OUTLET& IN aEDRooM& 4 F!XTURE& &I-lALL aE UJIRED INTO AN ARC-FAULT INTERF<:UPTER
"AI"I" CIRCUIT
eMOKE DE'TECTOR& el-lALL aE PLACE IN EACI-l BEDROOM AND
IN HALL WAY AREAe ADJACENT TO BEDROOM AND OTHER LIVING
AReA&
eAFETY GLAZING:
THE fOLLOWING &I-lALL BE CON&IDEF<ED eFECIFIC I-lAZARDOU& LOCATION FOR TI-lE ptJRP05E OF
GLAZING
(I) ~LAZING IN &WING DOORe., FIXED AND &lIDING PANEL OF &lIDING DooRe.
AMeMBI-IE&
(2) GLAZING IN DOOR& AND ENCLOOORE& FOR HOT nJa&, UJI-lIRLPOOL&, &AUNA6, ~TeAM
ROOM~, BATI-lnJB& AND e.HOUJER&. ~LAZING IN ANY PORTION OF A BUILDING UJALl.
ENCLO&ING TI-lE~E COMPARTMENT& UJI-IERE TI-lE 6OTTOM EDGE OF TI-lE (SLAZING 1& LEe&
TI-lAN 60" ABOVE TI-lE DRAIN INLET
(3) ~LAZING IN INDiViDUAL FIXED OR OPERABLE PANEl- ADJACENT A DOOR UJI-lERE
TI-1E NeARE&T VERTICAl- EDGE 1& WITHIN A 24" RADIU& OF THE DOOR IN A Cl.05ED
PoemON AND UJI-IOeE 6OTTOM EDGE 1& LE&& TI-lAN E>O" ABOVE THE FINI&H FLOOR OR
UJALKING OORFACE
(4) GLAZING IN AN INDiViDUAL FIXED OR OPERABLE PANEL OTHER TI-lAN TI-106E LOCATION&
DE&CRlaED IN ITEM& (2) AND (3) A60VE , TI-lA T MEET& ALL OF TI-1E FOLLOWING
(A) EXPOeED AF<:eA OF AN INDIVIDUAL PANE ~ReATER TI-lAN ~ ea. FT,
(B) aonOM EDGE LEe& TI-lAN 18' ABOVE TI-4E FLOOR
(C) TOP EDGE ~REATER TI-lAN )6' A60VE THE FLOOR
(D) ONE OR MOF<:E WALKING eURFACE& UJITI-lIN )6' HORIZONT ALL Y
OF TI-4E PLANE OF TI-IE ~LAZING
DRAFT5rOFFING:
IN &INGLE FAMIL. Y DUJELLING&, DRAFT&TOPPING& e.HALL aE PROVIDED ( PARALLEL TO TI-IE MAIN
FRAMING MEMaER&) IN FLOOR I CEILING AeeEMBLIE& ~EPARATING lJeeAaLE ePACE&, DRAFT&TOPPING
&~ALL BE CON&TRUCTED &ucl-l TI-lAT TI-lE FLOOR I CEILINCi A&&EMBLEY 1& aROKEN UP INTO TWO OR MOF<:E
APPROXIMATED AF<:eA& UJITH NO AF<:eA ~F<:eATER TI-lAN soo ea.FT,
ATTIC ACCee5:
AnlC &PACE& ~HALL aE PROVIDED UJITI-l AN INTERIOR ACCE~& OPENING NOT LE&e TI4AN
n"X3E>", ACCE&& OFENING e.~AU BE ACCE&elaLE AND PROViDE UJITI-l A LID OR DEVIce
TI-lA T 1& EAell.. Y REMOVED OR OPENED, UJI-IEN MECI-lANICAl. EQUIPMENT 1& INe.T ALLED IN
TI-lE ATTIC, IT &l-lALl. aE IN&T ALLED IN ACCORDANCE WITI-l MECI-lANICAL CODE.
ACCE&& 1& NOT REQUIF<:ED UJI-4EN TI-4E CLeAR HEIGI-4T OF TI-4E A'TTIC &PACE , MEA&URED
AT TI-4E ROOF PeAK 1& LE&& TI-lAN 24".
ATTACH WINDOW TO arUD5 TI-4ROUGH WINDOW
FIN PER YOUR WINDOW MANUFACTURE IN5TRUCTION5
TO MEET WIND LOAD AND COMPRE5510N RA TING5
FOR YOUR JC:e LOCATION
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RECOMMENDA TION5 TO MEET WIND
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TYPICAL HEADE
WOOD WINDOW ATTAC14MENT DETAIL
FOCKET SEAM INTO WALL
AT EAC~ LOCATION8 AND
UeE , 81MF80N LeT A 24
e.TRAF EAC~ e.IDE OF 6EAM
TO eTUD FACK AND FILL ALL
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8ECU~E AT 60TTOM WIT~ 8IMF80N
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ARKAY eNGINEERING INC.
eTRUCnJRAL ENGINEER&
RICHARD 1., KIDDEY P,E.
FLORIDA LICENe.E NUMBER 31~6
r HERBY CERTIPf THAT THEe.E PLANi?> AND e.PECIFICATION&
\.C.iERE PREPARED BY ME OR UNDER MY DIRECT ~PERvleION
A,RE IN COMPLIANCE UJtTl--t TI-lE FLORIDA BUILDING CODE 2001
FOR 110 MPI-l ( 3 eECOND (Suer) UJIND ZONE . ~ MPI-l FA&TE&T
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4 OF 4
ARKAY · 11065