HomeMy WebLinkAboutBIN B-2 PERMIT 4170
.S VERTICAL RODS FROM
FOOTINGS TO BOND BEAM
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DECORATIVE CEMENTITOUe FINle~
- - ~ - - - - - - - - - . - - - . - - - - - - . - - - - - - - - - -- - - - - - -- - - - - -.- - -- - - -,- - - - - - -- - - - - - -- - - - - - - :- - - - - - - :- - - - '- - - :- - - - '- - - :- '- - - :. - - :- '- - . :. - - ~ :. - . '- - - ~ :. - - .:.
REAR
ELEV A TION
1/4"
-
-
110"
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DECORA TlvE CEMENTIToue FINle~
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
! - 4 - - - 4 - - 4 - - - 4 - - ~ - - - ~ - - - - - - - - - --- - -- - - - - - -- - -'- - - - - - -~ - - - - - -~ - - -~- - - - - - -
- '- - - - - - - '- - - '- - - - '- - - '- - - - '- - - - - - - - - - - - - - :. - - '- - - - :. - - :. - - - :. - - :. - - - :.
RIGl-1T
1/4"
1'0"
ELEV A TION
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2002 National Electrical Code
210.11(C)(3) - Bathroom Branch Circuits
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210.12(B) - Dwelling Unit Bedrooms - AFCI Protection
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210.52(B)(I) - Small Appliance Circuits
250.52(A)(3) - Concrete~Encased Electrode
DECORAT'IVE CEMei'lTIToUe FINI~~
406.8(A) - Receptacles in Damp Locations
------------------------------------------------.-----------~----------------------------------
406.8(B)(I) - Receptacles in Wet Locations
LEFT
ELEvATION
1/4"
110"
422.18 - Support of Ceiling-Suspended (Paddle) Fans
-
-
112" 41"'1.. Y CDX OR 1/1e.' oe6 F<OOF eHE,..., n,m..
NAILED e." OC ON ALL EDGoEe AND IN THE FIELD
WITH eD NAILe, uee eTEEL PL YCI-IP& AND 'I~ FELT
Wln-l eHINGLEe, RIDGe VeNT Ae> F<EQUIRED
ELECTRICAL LEGEND
dtb no V
8;
d}
Gl.F,I. 110 V
..H.. GROUND FAULT
\.UJ RECEFT AClE
AF,I. 110 V
..H.. ARC FAULT
\.UJ RECEPTACLE
+ CE'''NG MN
~ CEILINa
'---"r FAN WI lIal-jT
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C~ANDLER
e.WITC~
eEe ROOF TR~e PLAN
MIN R.22 INeULA TION
IN ALl- ATTIC AF<EAe
R-I'3 IN KNEE WALLe
~ In- ce'llNG TYpe GYPOUM 60ARD
~
vANITY lIGl~T
110 V
Wp \\0 Y
t1i\ WATERFROOF
"WI OUTLET
u TRACK Llal-jT
2Xe. WOOD elJ6 WITH ALUMINUM ~
eOFFIT AND FAC5fA TRIM
61NGLE 60ND BEAM UJITH (!) IE)
RESAF< CONTINUOUe TIED TO ALL
VERTICAL ROD5
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u
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A !tov LlGlf4i
Y CAN BE CE!lINa
OR WALL (T"'-FJ
db EXTERIOR DBL FLOOD
eEE UNTEL CHAF<T
tm 110V IX) CFH'~
\:tV 6A T~ FAN
MAeONRY elLLe
~
e.HOKE
DETECTOR
n FLUOREe.cENi
~ FIXTURE
ALUMN 5.H. WINDOWe
~/4" P.T. FUF<ING WITH R4.S AL FOIL
IN5ULATION AND 1/2" Q"'-P5UM
o CAN! BALL FIXTURE
c:.=.1
ELECTRICAL FANEL
LIh. 6AT~ FAN
Y LIGof4T COMBO
~
@ FHONE
a' BLOCK WALl- a'o" IN HEIGHT
DECORATIYE CEMeNTITOUa FINleH ~
NO MORE T~AN a" eTEP ~
FROH FINISH GRADE TO
FINleH FLOOR OF I40USE APf'ROX GRADE
(0
WALL e.cONCE
T'TPICAL 4' CONCRETE 6LA6 WITH WIRE MEeH
OF< FIBER MEeH AND e. MILL vleOUEeN OYER
CLEAN COMPACT TERMITE TREATED 6011-
TELEYle.ION
IN ACCORDANCE WIT~ CHAFTER 411.003 (2) (I) OF mE FLORIDA ADMINleTRATlvE CODE, ELECTRICAL
FLUHBINa AND MECHANICAL e..,.-eTEHe. e.~ALL BE DEe.laNED 6'1' TI--JE REe.FECTIVE CONTRACTOR to
H.EET ALL AFPLlCABlE CODEe. T~E ELECTRICAL. PLUHBINa AND HEC~ANICAL e..,.-erEHe DRAWH I-jERON
A/li:E 6Ae.E UFON A DEe.laN PROVIDED BY T~E OWNER TO ADDRE5e I-jIS/I-jER REQUIREMENT5.
ALL ELECTRICAL OUilETe. IN 6ATI--JROOMS, KITCI-jEN, (WITl--JIN 6<' FEET OR e.INKe.J, GlARAaE AND AT
EXTERIOR LOCATIONe 5HALL BE WIRED INTO A aROUND FAULT INTERRUPTER "aFI" CIRCUIT
a" x Ie." FOOTING6 WITH
(2) IS RESAR ON CHAIR6
IE) VERTICAL ROD6 FROM
FOOTINGe TO 60ND BEAM
WITH 24" LAP MINIMUM
eTEH WALL NOTE, eTEMUJALL I-jEIG~T TO BE DETERMINED
FER TI-jE OWNER. CONTRACTOR TO FIT Tl--JE 51TE
(MAXIMUH 4 EXf'Oeeo COUR5ES IN HEla~T IF MORE
T~AN 4 COUR5Ee ARE NEEDED _ CONTACT ENalNEER
PRIOR TO FOUNDATION FOUR.
ALL ELECTRICAL OUTlETe. IN BEDROOMe . FIXTUREe 5HALL BE WIRED INTO AN ARC-FAULT INTE:',RUPTER
'AFI' CIRCUIT
e.MOKE DETECTORS 5l-jALL BE FlACE IN EACH 6EDROOM AND IN I-jALL WAY AREAS ADJACENT
TO BEDROOH AND OT~ER LIviNG AREAS
GF<OUND WIRE FF<OH
FOOTING RESAR TO
PANEL PER N.E.C.
GROUND WIRE FORM REeAR iO ELECTRICAL PANEL PER N.e.C,
~
BOTTOM OF FOUNDATION
MINIMUM 12" BELOW GRADE
THE CLIENT UNDEReTANDe TI-lAT THE DEelGNER CARRIEe NO LIABILITY INOORANCE AND TI-lEREf'ORE
AGREEe TO 1-l0LD I-lARMLe5e, IDEMNIFY, AND D!:fEND DE51GNER FROM ALL CLAIMe, L055ee AND
eXPEN5ee (INCLUDING REA&ONABLE ATTORNEY FEee) ARIe.ING OUT OF OR F<EeuL TING FROM n.:s
PROJECT. THE DEe.IGNER WILL IN GOOD FAITI-l ATTEMpT TO FROYIDe ERROR FREE CONe.TRUCT~ON
DRAWINGe, 6UT IN me EVENT ERRORe. OCCUR TI-lS DEelGNER WILL NOT Be LIABLe FOR COeT OF
REPAIRe OR DELAY TO THE CONeTRUCT10N
a' 0" 6LOCK WALL DETAIL NOT TO eCALE
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FRONT ELEvATION
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lGo'O"Xl'O" GARAGE DOOR
&' 0"
DeL 2 X 12 '2 FINE eEAM
wlm ONE LAYER 112" PLY
WOOD IN CENTER
e.IMpeON Me~A~,!)IJ1.2&' OR EQUAL
HANaER e.ECURED TO WALI_ Ue.ING
~/4' x 8' ANCHOR BOLT AT ALL
BEAM TO BLOCK lOCATIONe. BOLT
TO Be S 5/8" FROM EDGE OF eLOCK
WIT~ MINIMUM 3000 f'e.l FOURED caL
GARAGE
aARAGE FLOOR MINIMUM
4" BELOUJ I--JOUe.E FLOOR
, 'i II I .. --"~
J (A) :---<r
2' 0" ---- ~ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ --- - --
14' 4"
13' 0"
20' 0"
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41' 4"
FLOOR 4 ELECTRICAL PLAN
1/4"
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Ofuc.e
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ALL EXTERIOR WALL5 ACT A5 5l-iEAR WALL5
ARKA ENGIt-IE':fl N(", INC.
'7jJ1jfS~.~llP5
RIC"ARD L KIDDEY J"
FLORIDA LICENee N#BER 31~b /'
I ~ERBY CERTIFY TI-lAT THEGI: PLAN~ AND e.FECIFICATIONe.
WAe PREPARED 6Y ME OR UNDER MY DIRt:CT euPERYIe.rON
ARE IN COMPI-IANCe WITI-l THE FLORIDA BUILDING CODe 2001
FOR 120 HP~ (3 eECOND GU~T) WIND ZONe -100 MPI-l FAeiee.T
ep~
A.LL WORK SHALL COM1'L Y WlTIt ALL
:)RE v AlLING CODES, FLORIDA BUlLDING
CODE, NA nONAL ELEClRlC CODE A.."iL
CITY OF ZE?HY1'J ilLLS ORD~A..'\CES
Office
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eANDFIFER "III"
LAKEVIEW A
GARAGE RIG~T
LIVING
GARAGE
FORCJ4
1252
420
52
TOTAL
1124
MEAR5
RE51DENCE
FG
1 OF 4
ARKA Y . 8~t3
ATTAC~ MINIMUM .3/4" P,T, BUCK
eTRIP T~A T Ie T~E MINIMUM WIDT~
OF DOOR FRAME U5INC, .0~1XI .3/e"
T- NAIL5 MAXIMUM 10" OC,
5ECURINC, PRE~UNG TO BUCK eTRIPe
PER YOUR MANUMCTtlRE6 IN5TRUCTIONe
TO MEET WIND LOAD6 AND COMPRE5510N6
RATINC,5 FOR YOUR JOB LOCATION, ALL
ANC~OR ecREW5 MU5T PENETRATE BLOCK
WALL A MINIMUM OF I 1/4" AND THERE 5~ALL
BE A MAXIMUM 1/4" s.PAce BETweEN BUCK
AND DOOR JAMB
CAULK DOOR i=RAME PER YOUR
MANUFACTtlREe RECOMMENDA TIONe
DD
DD
6LOCK DOOR A TT ACI-lME:NT DE:T AIL
GARAGE DOOR TO BE REINFORCED
TO MEET WIND LOAD AND COMPRE5510N
RATINC,5 FOR YOUR JOB LOCATION.
CEILlNC, RAFTER
.e
ALL TRACK AND ~ARDWARE 5ECURED
PER MANUFACTtlRE 5PECIFICA TION5 TO
MEET WIND LOAD AND COMPRE5510N
RATING5 FOR YOUR JOB LOCATION
.e
.e
4>
MINIMUM 2 X 6 P,T, 51DE AND TOP PLATE
ATTAC~ED TO BLOCK WALL U51NG 1/2" X e"
ANCI-lOR BOLT5 OR ~/e' x 1" EXPAN510N
BOLT6 4 EAC~ 51DE AND TOP 24" OC
4>
.e
GARAGE DOOR A TT ACI-lME:NT DETAIL
ATTAC~ MINIMUM .3/4" P,T, BUCK 5TRIP
T~AT 15 T\-jE MINIMUM WIDTH OF YOUR
WINDOW FRAME U5INC, .0~1 X I 3/e"
T- NAIL5 MAXIMUM 10" OC
5ECURINC, WINDOW TO BUCK eTRIPe PER
YOUR MANUFACTtlRE5 INeTRUCTION TO MEET
WIND LOAD AND COMPREe.510N RA TING5 FOR
YOUR JOB LOCATION. ALL ANC\-jOR ecREW5
MU5T PENETRATE BLOCK WALL A MINIMUM OF
1 1/4" AND T\-jERE 5\-jALL BE A MAXIMUM 1/4"
5PACE BETWEEN BUCK AND WINDOW FRAME
CAULKED WINDOW PER YOUR
WINDOW MANUFACTtlREe &PECIFIC
RECOMMENDA TION5 TO MEET WIND
LOAD AND COMPRE5510N RA TING5
FOR YOUR JOB LOCATION
BLOCK WINDOW ATTACHMENT DETAIL
e.IMF50N MBHA3.e.6/11..~' HANGER 3/4' A301 ANCl-1OR BOI..T & !!>II~' FROM OF EDGe
OR eQUAl.. FIl..l.. ALL NAIL ~Le5 ~ I OF BLOCK WAU- wlm MIN. 0' EMBEDDED
TO BeAM WITH 10D X I 1/2 T'rFICAL IN ~O Fe.1 CONCRETe GROUT
TRue-a NAILa
_____1 III
I'\. dJ I .
BI.. 2 X 12"2 FINe BeAM WITH ONe
LAYER 112" CDX IN CeNTER
FILt..EO CELl.. CTYP)
a' CMU WI woo Fe.1
CONC . t..INTEL WI
I .& <11 MIN, LAP 30"
6M/WALL CONN
THE CLIENT UNDER5T AND5 n.lA T T~E DE51GNER CARRIE5 NO LIABILITY IN5URANCE AND n.la'REFORE
AC,REES> TO \-jOLD ~Af<MlE5S>, IDEMNIFY, AND DEFEND DE51C,NEf< FROM ALL CLAIM5, Loe5Ee AND
EXPEN5E5 (INCLUDING REAWNABLE ATTORNEY FEE5) ARI51NG OUT OF OR RE&JLTINC, FROl1 T\-jE
PROJECT, T\-jE DE51C,NER WILL IN GOOD MIT~ ATTEMPT TO FROVIDE ERROR FREE CON5TRUCTION
DRAWING5, BUT IN T\-jE EVENT ERROR5 OCCUR n.lE DE51GNER WILL NOT BE LIABLE FOR C05T OF
REPAIR5 OR DELAY TO n.lE CON!HRUCTION
a'l X e" X 16" KNOCK OUT BLOCK
TOP COAR5E WIT~ I 'S HORIZONTAL
REBAR TIED TO ALL VERTICAL RODS>
e"
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LINTEL LOAD CI-lART ( l~" DEE:P eECTION )
CLEAR 6PAN CONCRETE U LINTEL "POWER" 5TEa "POWER" 6TEa
BOX LINTEL
I' - ~" 4~e1 PLF ( UNFILLED ) 1010 PLF L-2 ~8~S PLF
2' - 2" 34.3S PLF ( UNFILLED ) 662~ PLF L-2 6830 PLF
2' - e" 2111 PLF ( UNFILLED ) S2~6 PLF L-2 &S4~ PLF
3' - 2" 23.32 PLF ( UNFILLED ) 4soe PLF L-2 4613 PLF
4' - 0" 183~ PLF ( UNFILLED ) 3S35 PLF L-2 36~~ PLF
4' -~" 1624 PLF ( UNFILLED ) 31&4 PLF L-2 3288 PLF
~' - 2" 213~ PLF .. 214~ PLF L-2 .. 2864 PLF ..
~' - 2" 2211 PLF .. 22~8 PLF L-2 .. 2-400 PLF ..
l' - 0" 1~81 PlF .. 2025 PLF L-2 .. 2114 PLF ..
a' - 0" 1123 PLF .. 1168 PLF L-2 .. 221.3 PLF ..
~' _ 2" t4e~ PLF .. 154S PLF L-2 .. IM4 PLF ..
10' - 0" 13~4 PLF .. 1414 PLF L-2 .. 181~ PLF ..
10' - a" 1211 PLF .. 132S PLF L-2 .. 1110 PLF ..
11' - 2" 1200 PLF .. 1230 PLF L-2 .. 16~ PLF ..
12' - 0" IIO~ PLF .. 1118 PLF L-2 .. ISIS PLF ..
12' - e" 1044 PLF .. 1116 PLF L-2 .. 1436 PLF ..
1.3' - 4" 13~a PLF .. P 1381 PLF L-2 .. 6L - I 1.364 PLF ..
14' - 0" 1321 PLF .. P 1321 PLF L-2 .. 5L - 1 12~~ PLF ..
16' - 0" IIS2 PLF .. P 1048 PLF L-2 .. 5L - 1 1131 PLF ..
18' - 0" 1016 PLF .. P 828 PLF L-2 .. 5L - 1 ~60 PLF ..
18' - a" ~11 PLF .. P 110 pLF L-2 .. e.L - t a~3 PLF ..
20' - 0" a16 PLF .. P ~~ PLF L-2 .. 6L - 1 184 PLF ..
22' - a" 18~ PLF .. P S23 PLF L-2 .. 6L - I ~06 PLF ..
a' X a" X 16" KNOCK OUT BLOCK
TOP COAR6E WIT~ I 'S ~ORIZONT AL
REBAR TIED TO ALL VERTICAL RODS>
a"
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AND DOOR OFENINC,6, NO 'S REBAR
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a" X a" X 16' KNOCK OUT BLOCK
OVER POWER S>TEEL LiNTELe., WIT\-J
1 EACH .S REBAR IN T\-j15 COAR5E
WI-4EN 5FAN OF LINTEL 15 OVER 12'4"
OPTIONAL POWER BOX LINTEL DETAIL
OPTIONAL POWER EHEEL LINTEL DETAIL
1< 2S"> 1
HORIZONT AI.. LINTEL 'S REBAR
1
a" X a" X 1~" KNOCK OUT BLOCK
TOP COAR6E WIT~ 1 'S \-jORIZONTAL
REBAR TIED TO ALL VERTICAL RODe.
a"
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~OOK LAPe MINIMUM
10" WITH 2 Tlee.
l' 8"
.----------------------1----------------------1-,
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ARK Y ENGINEERING INC,
5T TtlRAL ENGINEER5
I;/I/)f~' 1ft tV
RIC~ARD L, KIOD P,r..
FLORIDA LlCEN5 NUMB~ 31~~
1 \-jERBY CERTIFY T~AT TI-:E6l: PLAN5 AND 6rEC:FICATION6
WA5 FREPARED BY ME OR UNDER MY OIRECT &JPERVI610N
ARE IN COMPLIANCE WIT\-J T~E FI..ORI1)A BUILDING CODe 2001
FOR 120 MP~ (3 5ECOND C,U5TJ WIND ZONE -100 MP~ FA5Te5T
6FEED
1
a" FRECAS>T LINTEL BLOCK
OVER ALL OFENING6. 1 EAC~
'S REBAR IN Tl-41S> COAR5E W~EN
S>PAN OF LINTEL OVER S'2"
OPTIONAL &T ANDARD PRECA&T DETAIL
ROD CHAiRe. ---5f 2S'
1< >1
REBAR LAP DET AIL5
DENOTE5 'S REBAR X CONT. PLACED IN BOTTOM COUR5E AND
16" DEEP BEAM POURED 50LID WIT~ 2S00 P51 CONCRETE,
.. P - DENOTe6 FRE 5TRE5e.ED U LINTEL WIT\-J 'S REBAR X CONT,
PLACED IN BOTTOM COURe.E . 16" DEEP BEAM POURED 60LID
wlm 2S00 P51 CONCRETE
41' 4"
'S VERTICAL RODe FROM
FOOTINGe. TO BOND BEAM
ABOVE
32' 0"
lS' 4"
4' 4"
II' 8"
8' 8"
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(B) INTERIOR 20.80 - Z2. &0
(C) INTERIOR 20.28 -71.08
(D) END 20.61 -26,'34
(EJ INTERIOR 21.80 -23.&0
(F) END 21.20 -21.S6
(G) INTERIOR 21.80 -23.60
(I-l) INTERIOR \~,~3 -21,13
(I) END 20.&1 -2~.S4
(J) INTERIOR 21.80 -23.~0
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14' 4"
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ALL FIXTURE LOCATIONS MU5T BE VERIFIED FROM FLOOR PLAN
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FIXTURE5 IN CORRECT LOCATION. PLUMBING DRAIN L1NE5 ARE NOT A
STRUCTURAL PART OF DRAWING5 AND MAy VARY IN FIELD WITf-lOUT
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LAKEVIEW A
GARAGE RICs~T
LIVING
GARAGE
PORCH
12f>2
420
&2
TOTAL
1124
MEAR5
RE51DENCE
FG
2 OF 4
ARKAY · B~~.3
41' 4"
2 X 4 NAILER5 TYP
@
V/ "- TR
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4'
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RIDGE BEAM TYP. @
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" END NOT EXP05ED TO WIND "
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IS' 4"
TRUSSES CANTilEVER
FROM CONCRETE BEAM
WALL HEIGI-1T TO BE "0"
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RIOR TO v ALLEY FRAMING
5TALLATION
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SCISSOR TRUSSES, All DROP
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1/ END FOURED IN 60ND 6EAH. FILL
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== / HAve 6EEN VERIFIED AND DO NOT
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_ - . - --=---. - --=-~t ~ \/
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WALL FILL NAIL HOLee. W\T~ 10D NAILe..
UFLlFT5 HAve 6eEN VERiFIED AND DO
NOT EXCEED 5TRAF5 CAFACITY (01810)
CONT, 2 X 4 NAILER T'YP
2- I~D NAILe FER TRUee
4- I~D TOE NAIL5 it
RIDGE BOARD END
UP5 RT3 OR elMPeON
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TYP.
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GIRDER
2 X a t2 YELLOW PINE
RIDGE BEAM TYP,
2 X 4 VERTICAL eCAB it 48" OC
MAX CONN. lJJ/ 4 f~D NAIL5 fit
TOP 4 lJep RT3 OR elMpeON ~3
I4URR CLIP Ar BOTTOM
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TO WOOD 6EAH, FILL NAILe HOLee Wln-l 10D
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(~OS)
2 X ~ ~ YELLOW PINE
RAFTER fit 24" OC
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2 X 4 CONT
UF5 RT3 OR elMFeON
~3 ~URR eTRAP EAC~
END
f-- f--
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GABLE TRUSS
14' 4"
1.3' 0"
20' 0"
41' 4"
ROOF TRUSS PLAN
1/411 = 110"
UP5 RT3 OR elMp50N
~3 ~URR eTRAF fa 48"
OC TYF.
ROOF VALLey DETAIL
TYPICAL CONV FRAME VALLEY DETAIL
ALL CONNECTOR5 ON V ALLEY FRAMING DETAIL
~AVE BEEN REVIEWED AND elZED FOR COMBINE
UFLlFT, e~EAR AND LATERAL LOADe
eT1UD SPACING NO (2)2X4 (2)2X4 (2) 2 X lSo
L- BRACING L-BRACING L BRACING L BRACING L BRACING
IlSo" 0'-0" TO 4'S" 4'-S" TO e'o" e'o"- 12'0" 12'0" TO IlSo'O"
24" 0'-0" TO 4'0" 4'0" TO 1'0" 1'0" TO 10'0" 10'0. TO 14'0"
fHEEL PL YCLIF5
) t ,,' ~
NAIL WIT~ ~D R~ NAIL5
t .)
J6'
NOTE,
NO DROP GABL!: NEEDED
Wl-IEN OVERl-IANG Ie 12" OR
LEse
2><4 OUTRIGrGrERe AT 24" OC
CONNECT OUiRIGrGERe TO
GABLE WITl-I eIMP50N H2,S
,
. .
..~
~ 6'
BACKNAIL WI (2) IlSoD NAILe
MAX. 24" OVERl-IANG
MIN 2 X lSo P.T. PLAT!: WITl-I
1/2" X e" ANCHOR 60L Te
AT 24" OC.
NOTE, NO L BRACING REQUIRED WHEN
PeAK 01' GABLE 15 4'0' OR Le65
2X4 WEB BLOCKe NAILED IN BETWEEN
WEBe WITl-I (2) I~D NAILe CACl-I END WITI-4
(lSo) I~D NAILe AT CACl-I END NAIL TO 2X4
"L" BRACING TO EXTEND AT lEAeT ~O ~ lKJ\;l
OF WEB LENGrTl-I ( SEE TABL!: ABOVE) ~
-
-
eTEP DOUJN GABLE TRUee WITl-I ONE LAYER
In" CDX e.HCATl-IING OR l/llSo" Oe.B NAILED
4" OC WITl-I eD COMMON NAIL5
\~ ATTACH eoTTOM CORD 01' GA6LE TRU6e.
TO 2 X lSo PLATE WITl-I I~D NAILe lSo" OC
-
...
2X4 ANGrLE BRACING AT 4e" OC ALONG
GABLE END NAIL END5 TO 2 X 4 BLOCKI
WEB BLOCKING WITl-I (2) I~D TOE NA!Le
PL ,(WOOD NAIL PATTERN (ROOF)
PL YWOOD NAILED Ae e~OWN Ie DEetGNED TO
WIT~ erAND MAXIMUM WIND LOAD RATING OF
1.30 MP~
1/2" GYPOOM WALL BOARD
2 X 4 NAILER ATTACHED TO BOTTOM
CORD OF GABLE TRuee AND COMMON
TRuee WITl-I :2 CACl-Il2D COMMON NAlle
AT EACl-I UPRIGl-IT MEMBER OF GrABLE /'
GABLE END BRACING DETAIL
Tl-IE CLIENT UNDEReTANDe Tl-IAT Tl-IE DEe.IGrNER CARRIEe NO LIABILITY INeuRANCE AND Tl-IEREFORE
AGREE5 TO l-IOLD l-IARMLEe.e, IDEMNIFY, AND DEFeND DEe.IGNER I=ROM AU. CLAIM5, LOME5 AND
EXPeNe.Ee (INCLUDING RCAe.oNABLE ATTORNEY I=EE5) ARIe.ING OUT OF OR RE5ULTING FROl'1 Tl-IE
PROJECT. Tl-IE DEe.IGNER WilL IN GOOD FAITH ATiEMPT TO PRoviDE ERROR FREE CON5TRiJCTION
DRAWINGe, BUT IN Tl-IE EVENT ERROR5 OCCUR Tl-IE DESIGNER WILL NOT BE LIABLE FOR coeT OF
REPAIR5 OR DELAY TO Tl-Ie CONeTRUCil0N
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RIC"ARD L. KIDD: l",
I=LORIDA LICEN~E Ni~ER 312SlSo
I HERBY CERTIFY Tl-IAT Tl-IE~E PlANt?> AND SF'!:CII=ICATION5
WAe PREPARED BY ME OR UNDER MY DIRECT 5UPERVle.ION
ARE IN COMPLIANCE WITl-I T1-!E FLORIDA BUILDING CODE 2001
I=OR 120 MPH (3 SECOND GUeT) WIND ZONE -100 MPl-I FA5iE5T
SPEED
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6ANDFIFER "11'"
LAKEvlEW A
GARAGE RIG~T
LIVING
GARAGE
PORC~
1252
420
52
TOTAL
1124
_.dSll
MEAR5
RE51DENCE
F~
:3 OF 4
ARKAY .. 84~3
GENERAL NOTEo:
Tl-tIS BUILDING I-jAS BEEN DESIGNED TO CONFORM TO TI-jE FLORIDA BUILDING CODE 2001.
ARKAY ENGINEERING INC, A REGISTERED LlCENeED, FLORIDA PROFEeSIONAL STRUCTURAL
ENGINEERING COMPANY, I-jAe APPLIED" RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF Tl-tIS STRUCTURE
THE BUILDING ( INCLUDING ALL COMPONENTe AND CLADDINGe SHALL BE DESIGNED FOR THE
FOLLOWING euPERIMP06ED LOADS
50lL TERMITE TREATMENT:
FLOORS.
LIVE lOADS - 40 P.S.F.
DEAD lOADe - 10 P.S.F.
GARAGE 6LAB.
LIVE LOADS - SO P,S.F.
DEAD lOADS - 10 P.S.F.
INITIAL 60IL POI60NING TREATMENT e.I-jALL BE DONE AFTER ALL EXCAVATION
BACKFILLING. COMPACTING ARE COMPLETE (PER FBC 181.&.W
ANY e.OIL DISTURBED AFTER THE INITIAL TREATMENT e.I-jALL BE RE TREATED
( INCLUDING ANY BOXED OR FORMED AREAe) (PER FBC 181.&I.V
BOXED AREAS IN mE CONCRETE e.lAB FOR INSTALLATION OF TRAPS 6l-jAlL BE MADE
WITI-j PERMAMENT METAL OR PLAeTIC FORMS. PERMAMENT FORMS MUeT BE OF AN ADEQUATE
61ZE . DEPTI-j TO ELIMINATE ANY DISTURBANCE OF THE 60IL AFTER THE INITIAL TREATMENT
(PER FBC 181~.1.3)
A MINIMUM ~ MilL vAPOR BARRIER MUeT BE INSTALLED TO PROTECT AGAINeT RAINFALL
DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT 6l-jALL
BE REQUIRED (PER FBC 181~.IA)
ALL BUILDINGS ARE REQUIRED TO HAVE A PRE CONeTRUCTION TERMITE TREATMENT
(PER FBCI81.&.I.1)
AFTER ALL WORK Ie COMPLETE ANY L006E WOOD AND FILL MUeT BE REMOVED FROM
BELOW AND WITI-j IN 12" OF mE BUILDING. Tl-tle e.I-jALL INCLUDE ALL GRADE eT AKEe TUB
TRAP BOXE6, FORMe, 61-j0RING AND ANY OTI-jER CELLULOeE CONTAINING MA TERIALe
(PER FBC 2303.1.3)
NO WOOD VEGETATION, eTUMP6, CARDBOARD, TRA61-j, ETC, 6l-jALL BE BURIED WlmlN 1&' 0"
OF ANY BUILDING OR PROPOeED BUILDING (PER FBC 23031A)
ANY CONCRETE OVER POUR MORTAR OR 6TUCCO MATERIALe ALONG THE FOUNDATION PERIMETER
MueT BE REMOVED PRIOR TO EXTERIOR 60IL TREATMENT (PER FBC 181~.1.&)
EXTERIOR 60IL TREATMENT MueT BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12" OF THE STRUCTURE elDE WALLe (PER FBC 181.&.1..&)
AN EXTERIOR VERTICAL CHEMICAL BARRIER 6l-jALL BE INSTALLED AFTER CONSTRUCTION Ie
COMPLETE ( INCLUDING LAND6CAPING AND IRRIGATION) ANY 60lL DleTURBED AFTER Tl-tE
VERTICAL BARRIER IS APPLIED. ~ALL BE RETREATED (PER FBC 181~.1..&)
IRRIGATION / 6PRINKLER SYSTEMS INCLUDING ALL RI6ERS AND SPRAY HEADS 61-lALL NOT BE
INSTALLED WtTI-j 12" OF THE BUILDING 61DEWALLS (PER FBC IS03AA)
CONDENSATE AND ROOF DOWN SPOUTS DISCI-jARC2E AT LEAST 12" AWAY FROM TI-jE BUILDING
61DE WALLe (PER FBC IS03A.4)
THE DleTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS, PAINT AND DECORATIVE
CEMENTITIOUS FINISI-j LESS TI-jAN &/8" THICK ADHERED DIRECTLY ONTO TI-jE FOUNDATION WALL)
AND FINAL EARTI-t GRADE el-jALL NOT BE LEee TI-jAN .&" TO ALLOW FOR IN6PECTION FOR R.JTURE
TERMITE INFEeTATlONe (PER FBC 1403.1..&)
A " CERTIFICATE OF COMPLIANCE" 6HALL BE 16euED TO THE BUILDING DEPARTMENT BY A LlCEN6ED
PEeT CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE 16eUED. THE CERTIFICATE
e.I-jALL eTATE. (PER FBC 181&.1.1)
" TI-jE BUILDING I-jAe RECEIVED A COMPLETE TREATMENT FOR THE PRevENTION OF 6UBTERRANEAN
TERMITEe. THE TREATMENT Ie INACCORDANCE WtTl-t THE RULEe AND LAwe OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONeuMERS e.ERVICE6
A PERMAMENT 61GN TI-jAT IDENTIFIES THE TERMITE TREATMENT PROViDER AND NEED FOR RE IN6PECTION
AND TREATMENT CONTRACT RENEWAL 6l-jALL BE PRoviDED. THE 61GN eHALL BE POeTED NEAR THE WATER
HEATER OR elECTRICAL PANEL (PER FeC 104.2..&)
ROOF,
WIND.
LIVE LOADe (TRUee TOP CORD) -:20 P.6.F.
DEAD LOADS (TRUee TOP CORD) - 10 P.S.F. 18 p.e.F. W~EN TILE ROOF INSTALLED
DEAD LOAD (TRUee BOTTOM CORD) - 10 p.e.F.
AeeUMED TRuee 6ELF WEIGHT ( DEAD LOAD) - 1 p.e.F.
BUILDING Ie DeerGNED TO CONFORM TO AeCE 1-S8, CI-lAPTER ~: PER FLORIDA BUILDING
CODE 2001 e.ECT10N 1~0~.1.1
WIND DEelGN AeeuMPTloNS,
BUILDING EXP05URE - B
BUILDING IMPORTANCE FACTOR . 1.0 (CATEGORY II )
MEAN ROOF HEIGHT 30' OR LEee
HEIGHT. EXPOSURE AD..ueTMENTe COEFFICIENT. 1.0
ENCLOeED BUILDING
INTERNAL PREeeuRE COEFFICIENT. + / - 0.18
eEE WIND e.PEED INFORMATION eTATED ON PLANe
50lL BEARING. COMFACTION:
THEeE PLANe WERE DRAWN BAeED UPON AN ALLOWABLE 60lL BEARING CAPACITY OF
:2000 p.e.F.( MINIMUM) THE CONTRACTOR/PROPERTY OWNER IS RE6PONelBLE FOR VERIFYING
THAT THE 60IL ON THE elTE Ie PROPERLY PREPARED AND COMPACTED 5UCH THAT IT CAN
euPPORT A 2000 p.e.F. FOUNDATION LOADING
ARKAY ENGINEERING INC, A REGleTERED L1CEN6ED FLORIDA PROFEeelONAL eTRUCTURAL
ENGINEERING COMPANY. DEelGNED THEeE FOUNDATlONe WITHOUT VISITING THE CONeTRUCTION
enE NOR PERFORMING ANY eolL TEeTING
ARKA Y ENGINEERING INC el-jALL NOT BE RE6PON61BLE FOR THE 61TE 60IL ABILITY TO e.UPPORT
THE BUILDING LOADe
FOUNDATION . eLAB . ON- GRADE NOTEe :
BUILDING 61TE ~ALL BE 5CRAPED TO REMovE ALL ORGANIC MATERIALS..
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, eHALL BE COl'1PACTED
euCH TI-jAT IT CAN ADEQUATELY euPPORT A 2000 p.e.F. FOUNDATION LOAOING. eLAB
el-jALL BE PLACE OVER A ~ MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
t6Wc~~~I~~0~<1N~tl?~NDATlON AND eLABe SI-jALL HAVE A MINIMUM 28 DAY
COMPREeelVE eTRENGTI-j OF 2&00 p.e.F.
REINFORCING eTEEL 6HALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH AeTM A -61&. LAP 6PLlCEe. WHERE REQUIRED el-jALL BE A MINIMUM OF 2&" FOR
*& REBAR , 30" FOR 1I~ REeAR . 3&" FOR *1 REeAR
TRU55E5:
IF THE CONTRACTOR, TRU6e MANUFACTURE OR ANY OTHER DEelGN PROFEeelONAL REYI6E THE
TRuee eyeTEM LAYOUT FROM THOe.E eHOWN ON THEeE PLANS ARKAY ENGINEERING, INC Ie
REQUIRED TO ReviEW ALL FINAL CONeTRUCTION DOCUMENTe FOR COMPLIANCE WITH THE
DE61GN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
PLANe ARE ENGINEERED FOR A MAXIMUM eTEMWALL HEIGHT OF 4 COUR6Ee ( AFTER
FINAL 61TE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT eTEMWALL HEIGHT BAeE UPON 6lTE CONDITIONe PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKA Y ENGINEERING WHEN MORE THAN 4 COURe.E ARE REQUIRED
A FOUNDATION 5URVEY e~ALL BE PERFORMED AND A COpy OF THE euRVey 6l-jALL BE ON 61TE
FOR THE BUILDING INe.PECTORS ueE , OR ALL PROPERTY MARKERS el-jALL BE EXP05ED AND A
eTRING eTRECTED FROM MARKER TO MARKER TO VERFIY REQUIRED eET BACKe
EXTERIOR WINDOW5 . DOOR5:
ALL EXTERIOR WINDowe . GLAee DOORe OR ENTRANCE DOOR el-jALL BE TEeTED IN ACCORDANCE WITH
ANSI/AMMAiNWUJDA 101llS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
PERFORMANCE CHARACTER leT Ice AND APPROVED PRODUCT TESTING ENTITY
ALL MULLIONS AND ADJACENT DOOR/WINDOW Ae6EMBLIEe el-jALL BE TEST OR ENC2INEERED TO TRANSFER
1.& TIMES THE DESIGN LOADe TO THE ROUGH OPENING eUBeTRATE
INSTALL ALL WINDowe AND DOOR Ae6EMBLIEe PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
TO ACHievE THE DEelGN PREeeuREe ePECIFIED
MAeONRY WALLe:
CONCRETE MAeONRY UNIT 6HALL BE HOLLOW UNIT MAeONRY IN ACCORDANCE wlm AeTM C-SO
AND 6HALL I-jAVE MINIMUM F'M OF 1e.00 p.e.l.
MORTAR el-jALL CONFORM TO AeTMC -210 AND el-jALL BE EITHER TYPE M CR e
REINFORCING eTEEl el-jALL BE C2RADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITI-j AeTMA-~I&. LAP 6PLlCEe WHERE REQUIRED eHALL BE A MINIMUM OF 2&" FOR te. REBAR
30" FOR ..& REeAR AND 3&" FOR .., REeAR.
ELECTRICAL, FLUMBING, . MEC~AN1CAL:
IN ACCORDANCE WITH CI-jAPTER 411.003 (2) (I) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL
PLUMBING AND MECI-jANICAL eyeTEMe el-jALL BE DE61GNED BY THE RE6PECTlvE CONTRACTOR TO
M,EET ALL APPLICABLE CODEe. THE ELECTRICAL, PLUMBING AND MECI-jANICAL eyeTEMe DRAWN HERON
ARE BAeE UPON A DEelGN PROVIDED BY THE OWNER TO ADDREee Hie/HER REQUIREMENTS.
ALL ELECTRICAL OUTLET6 IN BATHROOMe, KITCHEN, (WITHIN ~' FEET OR eINK6), GARAGE AND AT
EXTERIOR LOCATIONe 6l-jALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
ALL ELECTRICAL OUTLETS IN BEDROOMS. FIXTUREe 6l-jALL BE WIRED INTO AN ARC-FAULT INTERRUPTER
"AFI" CIRCUIT
eMOKE DETECTORe el-jALL BE PLACE IN EACI-j BEDROOM AND IN HALL WAy AREAe ADJACENT
TO BEDROOM AND OTHER LIVING AREAe
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E,C.
GROUT FOR THE POURED CELLe AND L1NTELe ~ALL HAVE A MAXIMUM COUReE AGGREGATE elZE
OF 3/8" PLACED AT 8 TO II INCH eLUMP AND I-jAVE A MINIMUM 26 DAY COMPREeelvE STRENGTH OF
2000 p.e.l. ( WHEN TEeTED PER AeTM C-l01~ )
PROViDe CLEAN OUT OPENINGe ( 12 SQ. IN. ) IN CELLe CONTAINING ePLlcED REINFORCEMENT. WHEN
THE GROUT POUR EXCEEDe & FEET IN HEIGHT
ROOFING . FLAe~ING5:
ROOFING eyeTEM AND FLAeHING Ae eTATED IN PLANS MUeT CONFORM TO CI-jAPTER 1& OF THE FLORIDA
BUILDING CODE 2001. FLAeHING 6PECIFIC 6ECTION IS01.3.~ CONTRACTOR OR OWNER MueT PROVIDE WITH
PLANe ePECIFIC PRODUCT INFORMATION DETAILING INeTALLATION 01" PRODUCT TO MEET WIND DE61GNe
OF THIS eET OF DRAWINC2e.
TIMBER MA TERIAL5:
ALL TIMBERe MA TERIALe el-jALL Be Ae FOLLowe.
LVL BEAMe 6l-jALL BE (I.~E) MCALLleTER LVL MATERIALe MANUFACTURED BY TRuee JOleT
MACMILlAN ( OR EQUAU
LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATEe ,POST, eTUDe PACKe AND BEAMe
eHALL BE *2 YELLOW PINE (OR BETTER)
EXTERIOR AND INTERIOR LOAD BEARING STUDe el-jALL BE *2 ePRUCE ( OR BETTER)
ALL OTHER eTUDe 6l-jALL BE "STUD GRADE" 6PRUCE ePACE 1.&" OCt ALL epLrCEe AT
TOP PLATE MueT BE MINIMUM 4'0" AND NAILED 4" OC WITI-j 12D COMMON NI~ILe
peL PoeT 5HALL BE (1.8E) PARALLAM PSL MATERIALe MANUFACTUREe BY TRueeJOleT
MACMILLAN ( OR EQUAU. eEE PoeT 5UPPORT TABLE FOR LOAD vALUEe.
EXTERIOR WALLe e.HALL BE CONSTRUCTED WITI-j 112" PLYWOOD OR 1/1.&" O.6>,B. ( 2-M-W RATING) NAILED
WITI-I 8D NAILe 6PACE AT 3" OC ALONG ALL 1-j0RIIONTAL JOINTS AND EDGEe, ~" OC ALONG ALL VERTICAL
JOINTe AND EDGEe AND 12" OC ALONG ALL INTERMEDIATE eTUDe
AT OPENINGe &'0" WIDE OR LARC2ER eTRAP HEADER BEAM TO THE HEADER eTUDe wlm (2) USP OR eIMP60N
LeTA24 eTRAP TIEe AT EACI-j END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER eTUDe TO FOUNDATION
WITI-j U6P OR elMPSON HTTI~ TENelON TIE.
INTERIOR eTUD WALLe TO BE OF 2 X 4 *2 ePRUCE OR BETTER WITH 61NGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND eINC2LE 2 X 4 *2 ePRUCE TOP PLATE WITH eTUDe ePACED
MAXIMUM :24" OC. WALLe TO HAVE 11:2" GYP5UM BOARD EACI-j eIDE, WITH WALLe AT
GARAGE TO HAVE MINIMUM R-Il INe.LJLAT10N
ANCHOR WOOD 6HEAR WALLe eEGMENTe TO FOUNDATION wlm 61MPeON LTT20B TEN610N TIE AT eACH
END OF WALL 6EGMENTe AND AT ANY WALL 6EGMENT INTERe.ECTION ( BUILDING CORNERe)
5AFETY GLAZING:
THE FOLLOWING e.I-jALL BE CON61DERED 6PECIFIC HAZARDoue LOCATION FOR THE PURP06E OF
C2LAZING
(I) C2LAZING IN e.UJING DOORS, FIXED AND 6L1DING PANEL OF 6L1DING DOORS
AeeEMBLlEe
(:2) GLAZING IN DOORe AND ENcLoeuREe FOR I-IOT TUBe, WHIRLPOOL6, eAUNAe, STEAM
ROOMe, BA THTUBe AND eI-jOWERe. C2LAZING IN ANY PORTION OF A BUILDING WALL
ENCL051NG THE6E COMPARTMENTe WHERE THE BOTTOM EDGE OF THE C2LAZING Ie LEse
mAN .&0" ABOVE THE DRAIN INLET
(,3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREeT VERTICAL EDGE Ie WlmlN A :24" RADlue OF THE DOOR IN A CL06ED
POSITION AND WI-jOeE BOTTOM EDC2E Ie LEes THAN .&0" ABOVE THE FINISI-l FLOOR OR
WALKING euRFACE
(4) GLAZING IN AN INDiViDUAL FIXED OR OPERABLE PANEL OTHER THAN m06E LOCATIONe
DEeCRIBED IN ITEMe (2) AND (3) ABOVE. TI-jAT MEETe ALL OF THE FOLLOWING
(A) EXPOeED AREA OF AN INDiViDUAL PANE GREATER TI-jAN ~ ea. FT.
(B) BOTTOM EDC2E LEee TI-jAN 18" ABOVE THE FLOOR
(C) TOP EDGE GREATER mAN .3~" ABOVE mE FLOOR
(D) ONE OR MORE WALKING eURFACEe WITHIN *," HORIZONTALLY
OF THE PLANE OF THE C2LAZING
DRAFT5TOFFING:
IN 6INC2LE FAMILY DWELLlNGe, DRAFT6TOPPINGe e.I-jALL BE PROViDED ( PARALLEL TO THE MAIN
FRAMING MEMBERe) IN FLOOR / CEILING AeSEMBLlEe 6EPARATING ueEABLE 6PACEe. DRAFTeTOPPING
el-jALL BE CONeTRUCTED euCH THAT TI-IE FLOOR / CEILING AeeEMBLEY Ie BROKEN UP INTO TWO OR MORE
APPROXIMATED AREAe WITH NO AREA GREATER THAN SOO 6Q,FT.
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INe MueT BE COMPLETE, IN6PECTED AND APPROVED
PRIOR TO REQUEeTING THE FRAMING INePECTION.
IF DE61RED, EQUIVALENT CONNECTORe MADE BY ANOTHER euPPlIER MAY BE U6ED IN PLACE OF THE
uep OR e.IMP60N CONNECTORe SHOWN
ATTIC ACCEe5:
ATTIC ePACES 6l-jALL BE PROVIDED wlm AN INTERIOR ACCEee OPENING NOT LE6e TI-jAN
22"X3.&". ACCEee OPENING el-jALL BE ACCESe.IBLE AND PROVIDE WITH A LID OR DeviCE
TI-jAT Ie EAelLY REMOVED OR OPENED. WHEN MECHANICAL EQUIPMENT Ie INeTALLED IN
THE ATTIC, IT 6l-jALL BE INeTALLED IN ACCORDANCE WITI-j MECI-jANICAL CODE.
ACCEee Ie NOT REQUIRED WHEN THE CLEAR HEIGHT OF THE ATTIC SPACE, MEAeuRED
AT THE ROOF peAK Ie LEe.e THAN :24".
THE CLIENT UNDEReTANDe THAT TI-lE DEe.IC2NER CARRIE& NO LIABILITY INe.URANCE AND TI-lE:'REFORE
AC2REE& TO 1-l0LD I-lARMLEM, IDEMNIFY, AND DEFEND DE&IGNER FROM ALL CLAIM&. LOME~ AND
EXFENe.E& (iNCLUDING REAe.ONABLE ATTORNEY FEEe) ARIe.INC2 OUT OF OR REe.LILTINC2 FROi1 TI-lE
FROJECT. TI-lE DE&IC2NER WILL IN GOOD FAITH ATTEMFT TO FROVIDE ERROR FREE CON&TRUCTION
DRAWINC2e, BUT IN mE EVENT ERROR& OCCUR TI-IE DE&IGNER WILL NOT BE LIABLE FOR Ce&T OF
REPAIRe OR DELAY TO TI-lE CON&TRUCTION
D
10X~X~
100 CFM
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-------------------------
--------
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MEC~ANICAL
-----------
- --
-----------
PLAN
1/4" = 110"
MEC~ANICAL CONTRACTOR TO VERIFY ALL DUCt
AND UNIT eo/IE. THE MEC~ANICAL DRAWINc.e. ARE
NOT A eTRucruRAL PART OF DRAWINc.e AND MAY
VARY IN FIELD WIT~T AFFROVAL FROM ENGINEER
OF RECORD
MEC~ANICAL CONTRACTOR TO FROVIDE A REruRN AIR
c.RILL FOR ALL ROOMe T~AT ~AVE A UNBALANCED AIR
FLOW PER F.M,C. 60104 ~~e
TYPICAL ELECTRICAL RleER DIAGRAM
200 AMP
METER E;OCKET
.4 CU DRIVEN GROUND
RODE; '2 EAC~ e'o" APART
~.......I
3 ~ '210 THNN CU FEEDER€)
elNGLE PHAeE
BREAKER PANEL
WITH MAIN
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CONCRETE ENCAeED "UFER"
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ART 2W-W.. I~~~ N.E.C. MUeT
6E INePECTED PRIOR TO CONCRI:TE
PLACEMENT
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ARKA Y ENGINEERING INC.
&TRU TUfi'.~L e;NC2INg.:.r~...
RIC"Af!/j F~().I PJ
FLORIDA LICENe,E NUY.SER 31~~
I I-lER6Y CERTIFY THAT TI-H::e,E FLANe ,4ND &FECIF1CAT10N&
WA& FREPARED BY ME OR UNDER MY DIRi::CT e,UFERVI&ION
ARE IN COMPLIANCE WITH THE FLORIDA 6UILDINC2 CODE 2001
FOR 120 MP!-l (3 e,eCOND GU&TJ WIND ZONE -100 MPH FAe,TE&T
e,FEED
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8ANDFIFER "111"
LAKEVIEW A
GARAGE RIG"$~T
LiviNG
GARAGE
FORC~
1252
420
52
TOTAL
/124
MEAR5
REeIDENCE!
FGJ
4 OF 4
ARKAY t 812,3