HomeMy WebLinkAboutBIN B-2 PERMIT 4178
l.INTEl. l.OAD CHART ( I~II DEEF BEeTION )
CLEAR ePAN CONCREtE U LINtEl.. "POWER" etE:EL "POWER" etEEL
BOX LINtEL
" - ",," 4se1 PLF ( UNFILLED ) 1010 PLF L-2 SS""S FLF
2' - 2" 3436 FLF ( UNFILLED ) """"2",, FLF L-2 ~e30 PLF
2' - e" 2111 PLF ( UNFILLED) ~~"" PLF L-2 e,e4~ FLF
3' - 2" 2332 PLF ( UNFILLED ) 4we PLF L-2 4",,13 FLF
4' - 0" le36 PLF ( UNFILLED ) 3&36 FLF L-2 ;,""~~ PLF
4' - ",," '",,24 FLF ( UNFILLED ) 31S4 FLF L-2 ;.28e PLF
s' - 2" 213~ FLF 'f 214"" FLF L-2 .. 28",,4 FLF ..
",,' - 2" n11 FLF .. n~a FLF L-2 .. 2400 PLF ..
l' - 0" I~a 1 FLF .. 2026 PLF L-2 .. 2114 FLF ..
e' - 0" 1123 PLF .. 11""e PLF L-2 'f n13 PLF .f
~' - 2" 14e~ FLF 'f IS46 FLF L-2 .. I'M4 FLF ..
10' - 0" 13&4 PLF .. 1414 FLF L-2 .. 1.31~ FLF 'f
-
10' - e" 1211 PLF .. 132S PLF L-2 .. 1110 PLF ..
II' - 2" 1200 PLF .. 1230 PLF L-2 .. I~~ PLF ..
12' - 0" 1I0~ PLF 'f 1I1a PLF L-2 'f Isle PLF .f
12' - e" 1044 PLF .. 1116 PLF L-2 'f 1436 PLF ..
13' - 4" 13SS PLF .. P 1~1 PLF L-2 .f 5L - 1 1364 FLF .f
14' - 0" 1321 PLF .. P 1321 FLF L-2 .f 5L - 1 I~~ PLF 'f
,,,,,' - 0" 11&2 PLF .. P 104a FLF L-2 .. 5L - I \131 PLF ..
Ie' - 0" 101"" PLF .. P 62a FLF L-2 .. eL - 1 ~W PLF ..
la' - e" ~11 PLF .. P 110 PLF L-2 .. 5L - I &~3 PLF ..
20' - 0" e16 PLF .. P ",,2~ PLF L-2 .. eL - I -:84 PLF ..
n' - e" 1e~ pLJ= .. P ~23 PLF L-2 .. eL - 1 1&06 FLF ..
DENOll:e ts REBAR X CONT. PLACED IN BOTTOM COUR5E AND
16" DEEP BEAM POURED eoLlD Wln-J 2WO P51 CONCREtE.
.. P - DENotee PRe eTReeeED U LINTEL Wln-J .s REBAR X CONT.
PLACED IN BOTTOM COUR5E 4 1",," DEEP BEAM FOURED eoLlD
WtTf-l twO pel CONCRETE
i
e" X 8" X ,,,,,' KNOCK OUT BLOCK
TOP COAR6E WITI-l I 1& 1-l0RIZONT AL
REBAR TIED TO ALL VERTICAL RODe
e"
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~.~
BOX 6TEEL L1NTELe OVER ALL WINDOW
'. ~ AND DOOR OPENIN6e, NO 1& REBAR
:~ " ~. ..-....-- REQUIRED ON BEAM6 UP TO 24'0"
'.'. . WtTl-l NO MORE mAN WHBe FLF
IS VERTICAL RODE'> FROM
FOOTINGE'> TO BOND BeAM
ABove
32' e"
IS VERTICAL RODE'> FROM
FOOTINGe TO eoND BeAM
ABove
32' e"
22' e"
10' 0"
4' 0"
4' 0"
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eEe NEW BLOCK WALL
TO EXI6TING WALL DETAIL
OPTIONAL POWER BOX LINTEL DETAIL
eEE NEW BLOCK WALL
TO EXI6TING WALL DeTAIL
FOUNDATION 4 PLUMBING PLAN
1/4"
-
-
11 0"
ALL FIXTURE LOCAT/ONe. MU5T 6E VERIFIED FROM FLOOR PLAN
AND 15 THE REe.PON5161L1TY OF PLUM61NG CONTRACTOR TO PLACE
FIXTURE5 IN CORRECT LOCATION. PLUM61NG DRAIN L1NE5 ARE NOT A
5TRUCTURAL PART OF DRAWINGe. AND MAY VARY IN FIELD WITI-lOUT
APPROVAL FROM ENGINEER OF RECORD.
i
8' X 8" X I",," KNOCK OUT BLOCK
TOF COAR6E WITI-l I 1& HORIZONTAL
REBAR TIED TO ALL VERTICAL RODe
~/
~~
e" X 8" X I",,' KNOCK OUT BLOCK
TOP COAR5E WITf-l I IS f-lORIZONT AL
REBAR TIED TO ALL VERTICAL RODe
i ~/ .' FRECA., LINTEL BLOCK
= , . OVER ALL OPEN[NG~, I EACH
~ '~cJ. ~ 1& REBAR IN TI-lle COAR&E WHEN
5PAN OF LINTEL OVER &'2"
8' X e" X I",," KNOCK OUT BLOCK
OVER POWER 5TEEL LiNTE1~(), WITI-l
1 EACI-l I!:> REBAR I~j TI-l15 COAR6E
WHEN &FAN OF LINTEL Ie OVER 12'4"
OPTIONAL POWER 5TEEL LINTEL DETAIL
HORIZONTAL liNTEL f& REElAR
OPTIONAL 5T ANDARD PRECA5T DETAIL
112" CDX OR 111",," 06B ROOF 6I-IEATHIN6
NAILED ",," OC ON ALL ED6E6 AND IN THE
FIELD WITH eD NAILe. U6E E'>TEeL FL YCLlF6 j
AND .IS FELT WITH 6HINGLEe. RID6E VENT
A6 REQUIRED
2><4 OR 2X"" WOOD eue WITH J
ALUMINUM 60FFIT AND FAcelA
TRIM
6EE ROOF TR~6 FLAN
MIN R-22 INeuLA TION
IN ALL ATTIC AREA6
o
~_ In' CEILIN<> TYPE GYPOUM WARD
6EE LINTEL CHART
61NGLE BOND 6EAM WITH (I) .5
RE6AR CONTINUOua TieD TO ALL
VERTICAL RODE'>
ALUMN E'>.H. WINDowe
MA60NRY elLL6
3/4" P.T. FURING WITH 3/4' TUFF R
INWLATION BOARD AND 1/2" GYPWM
e" 6LOCK WALL e'o" IN HelGI-lT
PECORAT"E CEMENTITo,JO FlNI,," ~
I"" X 12" FOOTING6 WITH
(2) .S RE6AR ON CHAIRE'> ~
::
~
TYF'ICAL 4" CONCRETE 6LAB WITH WIRE ME6H
OR FIBER ME6H AND e. MILL VI6QUEEN OVER
CLEAN COMFACT TERMITE TREATED eOIL
GROUND WIRE TO
FooTIN6 RE6AR
IS VERTICAL RODE'> FROM
FOOTIN66 TO BOND 6EAM
WITH 24" LAP MINIMUM
BOTTOM OF FOUNDATION
MINIMUM 12" BELOW GRADE
81 0" 6LOCK WALL PET AIL
NOT TO eCALE
.-
TI-lE CLIENT UNDER5TANDe TI-lAT THE DE51GNER CARRIEe NO LIABILITY INOURANCE AND TI-lEREFORE
AGREE5 TO I-IOLD I-IARMLEee, IDEMNIFY, AND DEFEND DEelGNER FROM ALL CLAIMe, LoeeEe AND
EXFENeEe (iNCLUDING REAeoNAeLE ATTORNEY FEES) ARI51NG OUT OF OR RE5ULTING FROM THE
FROJECT. THE DEE'>IGNER WILL IN GOOD FAITH ATTEMFT TO FRovlDE ERROR FREE CON5TRUCT10N
DRAWINGe, BUT IN THE EVENT ERRORe OCCUR THe DE51GNER WILL NOT ee LIABLe FOR coeT OF
REPAIRE'> OR DELAY TO TI-lE CONeTRUCTION
FOOTER '& REElAR
RIDGe vENT
ROD CHAIR& ~'&' >1
REBAR LAP DET AILe
MATCI-l EXleTING I-lOU6E
ROOF PITCI-l, VERIFY IN
FEILD
12" Ol-l
~
f- ~
0 ~ ~
I:() ~ ~ 3
-..sl ~ ~
3
~
. ~ ~ . . .
DECORATive CEMENTITOUE'> FINleH.
. . . . . . . . . . . . . . . ~ . . . .
-------------------------------------------------------.-----------------------
EXI€>ITNG ~OU€>E,,-
""",,-
LEFT 61DE ELEVATION 1/4"
= 110"
DRILL I" X 6' !-lOLE INTO EXleTIN6 BOND BEAM
AND EFOXY IS RE6AR FROM NEW BOND BEAM
INTO EXIE'>TING eoND BEAM.
DRILL I"X~' 1-l0LE /NTO EXleTIN6 WALLE'> 24" OC
AND EFOXY "S REBAR FROM NEW SLOCK WALL
INTO EXleTING eLOCK WALL. REBAR TO Be Ii'
LONG WITI4 6" INTO EXI8TING WALL 6" IN NeW
6LOCK WALL
"5 VERTICAL ROD TIED AT TOP AN
eoTTOM AND AT EACH ROD IN BETWEEN
KICK PANEL
KICK FANEL
.. .. . . .. .... ....................
-----.-----------------------------------------~-------------------
.. . . .. .. ..
DecORA TIVE CEMENTIToue FINI~
DRILL I" X 6" 140LE INTO EXleTIN6 FOOTIN68
AND EFOXY IS REBAR FROM NEW FOOTIN6&
INTO EXleTING FOOTING6
=-=---=-& i -- -=
====~:s::s::s::s
= = = = -----------.. r-----.. ,.--- -=-= ___., ,.____________
EXl5TING EGRE55 ~ :lXI5TINc;WI-
~ I
WINDOLU @. I REMOVE EXI8TING WINDOW
REMove EXI5TING WINDOW ~: I AND CLoeE IN OPENING
I --------- I
AND RELOCAtE TO 51De WALL ~ - - - - - - - - - - - - - - i
OF BEDROOM ( - , I
., ..._... II
~ ( 't ~ ::
~t.. EXI€>TIN-~' ~_J:I
II
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FOE'>, 25,18
f NEG, -33,32
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: EXI€>TING : :
: BEDROOM : :
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ADDITION FLOOR PLAN
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ALL NEW EXTERIOR WALL€> ACT A€> €>~EAR WALL€>
RIDGE VENT
/EXI€>ITNG ~OU€>E
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10' Oil
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GREAT ROOM
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ROOF PITCI4, VERIFY IN
FEILD
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12" O~
KICK PANEL
.. . . .. .
-----------------
= 110"'i..L .,OjZ.~'-'jlI>LLLv.';rLYWITHALL
'. REVAlLL\;G CODES, FWRlDA BV1LDL'!G
CODE. NATIONAL ELECTRlC CODE ANI:
CITY OF ZEPHYRHILLS ORDINAJ\'CES -
RIG~T 61DE ELEVATION 1/4"
MATCI-l EXleTING I-loue.e
ROOF FITCI4, VERIFY IN
FEILD
12" 01-1
~
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NEW 6LOCK WALL TO EXI5TING WALL DETAIL
REAR
ELEVATION 1/4" = 1'0"
i t ~,~<f/~_/~<,~ ' _12 ^ IJ
: i ell A '-;"J-:rLui lX'~0'"
ARKAY EN6INE'lm.'IlC", INC.
eTR R.\1.. F.NGINt:.EFC8
II-l~BY CeRTIFY TI-lAT THEee PLAH8 Al~D 5PECIFICATION6
WAS PRePARED 6Y ME OR UND~ MY D!f<eCT &lFERvleION
ARE IN COMPLIANCE WITf-l Tf-lE FLORIDA BUILDING CODE 2001
FOR 120 MPI-l (3 eeCOND c:.ueT) WIND ZONE - 100 MFf-l FAeTEeT
~EED
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ARKAY · 8q4-1
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22' 8"
10' 0"
2 X 4 NAILERe TYP
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WALL. FILL NAIL ~OLE6 WIT~ lOP NAIL6.
UPLlFT6 ~AVE 6EEN VERIFIED AND DO
NOT EXCEED 6TRAP6 CAPACITY (.1810)
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IN ATTIC AReA
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'2 X 8 lI'2 YELLOW piNe
RIDGe SeAM TYP.
'2 X 4 VERTICAL ecAS . 48" OC
MAX CONN. WI 4 16D NAILe .
TCf' . uep RT3 OR elMP50N H3
HURR CLIP AT SOTTOM
'2 X 6 lI'2 YELLOW PINe
RAFTER . 24" OC
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OC TYP.
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ROOF VALLEY DETAIL
2 X 8 lI'2 YELLOW PINe
RIDGe SEAM TYP.
ell1peON l-l3 FRAMING
AHCHOR TYP.
r------------------------------__________________________'1
I II
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ELECTRICAL FLAN
1/4" = 110"
4- 16D Toe NAILe .
RIDGe SOARD END
THe CONTRACTOR WLL Be Re~ON8IBLe FOR DETERMINING IF
TI-le E><18TING eERv:ce CAN l-lANDLe ADDITIONAL LOAD FROM
ADDITION
CONT. 2 X 4 NAILER TYP
2- 16D NAILe PER TRUee
1/411
-
-
1'0"
ROOF TRU66 PLAN
SEvEL CUT
TYP
UP8 RH OR elMPeON
H3 HURR 8iRAP 48. OC
TYP.
eeCTION "AIl _ "A"
ELECTRICAL LEGEND
dlb 220 V e;"F,1. 110 v
~ GROUNP FAULT
8; ~ECEPT ACLE
&WIT C~
AF,I. 110 Y
~ ~ ARC FAULT
110 Y RECEPTACLe
WP 110 v + C,"'" MN
QP WATERPROOF
OUTLET
-<?- IIOV L'G~T
CAN ee CEILING
OR WALL (T'(P) + ~'''~
FAH WI LIGHT
~ &MOKe
DETECTOR 0 CAN! 6ALL FIXTURE
€ID IIOV &0 CFM'& L..:...=-1 ELECTRICAL PANEL
6A TH FAN
-+- 6ATH FAN ~ TELevl&ION
LIGHT COMeo
~ P~ONE
@ WALL &CONCE
TYFICAl. CONV FRAME VAl.LEY DETAIl.
ALL CONNECTORe ON VALLEY FRAMING DETAIL
HAve SEEN ReviEWeD AND 81ZED FOR COMSINe
UPLIFT, 51-lEAR AND LATERAL LOAD8
db EXTERIOR D6L R.oop
APPROVED PRODCUT LI~T
~
D
10X~x~
100 CFM
n R.UORE&cENT
~ FIXTURE
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PRODCUT CATEGORY
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MANUFACTURER
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IHEEL PL YCLlP&
) t ,.' ~
NAIL WITH ~D R6 HAIL6
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~ TRUCTURAL COMPONET
UJOOD CONNECTOR~
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~IMP~ON
TRU~~ ANCHOR~
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100 CFM
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ALL elECTRICAL OUTlET& IN BAT~RooH&, KITC~EN. (WI~IN 0' FEET OR &INK&), GARAGE AND AT
EXTERIOR LOCAT10N& WALL eE WiRED INTO A GROUND FAULT INTERRUPTER 'c.FI' CIRCUIT
IN ACCORPANCE! WITH C~APTER -411.003 (2) (1) 01' ~E FLO~IDA ADMINI6TRATIve CODE. ELECTRICAL
P!..'JM6ING AND MeCHANICAL &Y&TEM& &~ALL ee DE&IGNED 6Y T~e RE&PECTlVE CONTRACTOR TO
M,EET ALL APPLlcAeLE CODE&. THE ELECTRICAL. FLUMelNG AND MEC~ANICAL &Y&TEM& DRAUJN ~EROH
Al"<e 6A&E UPON A DE&IGH FROvlDED 6Y THE OUJNER TO APPRE&& Hie/HER REQ\JIREMeNT&.
:Jo'
U~P
FL &12
TRU~5 ANCHOR~
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~TRIF TIE
FL 1~01
CJ
ex4X4 C}l
SOCFMOU
ALL ELECTRICAL OUTLET& IN 6EDRooM& . FIXTURE6 WALL ee WIRED INTO AN ARC-FAULT INTERRUPTER
'Ai=l' CIRCUIT
&MOKe DETECTOR& WALL eE PLAce IN eAC~ BEDROOM AND IN ~ALL WAY AREA& ADJACeNT
TO BEDROOM ANP O~ER LIVING AREA&
5IMP~ON
U~P
FL 81~
AIR HANDLER UNIT
IN ATTIC AREA
~TRIF TIE
~ TRUCTURAL COMPONET
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,e.C,
"'-/
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FL 2100
FOWER~ ~ TEEL INC
LINTEL 60X
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DOOR HEADER
UJEKIUJA CONCRETE
FL 141'a
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THERMA TRU
FL 1110
PLYWOOD NAIL PATTERN (ROOF) UJINDOUJ~ ~INGLE HUNG 5EA~ON 5HEILD FL 8S8
PL YWOOD NAILED A~ e~OWN Ie DE51GNED TO
W'T~ 5TAND MAXIMUM WIND LOAD RATING OF ROOFING A~FHAL T ELK FL 128
I~O MP~
A~F~AL T GAF FL 183
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THE CLIENT UNPEReTAND6 T~AT T~E PEelGONER CARRIE6 NO LlA61LITY INOURANce AND THEf<EFORS
AUf<EEe TO ~OLD ~ARMLEee, IPEMNIFY, AND PEFeND peelGONeR FROM ALL CLAIM6, L06eee AND
EXPeNeE6 (INCLUDINGi REAeoNA6LE ATTORNEY FEE&) ARlelNGi OUT OF OR REOULTINGi FROM T~E
PROJECT. THE PEelGONER WILL IN GOOD FAITI-l ATTEMPT TO PRovlpe ERf<OR FREE CON6TRUCTION
PRAWING&, 6UT IN T~E EVENT ERROR6 OCCUR THE PEelGNER WILL NOT 6E LIA6LE FOR C06T OF
f<EPAIf<& OR PELAY TO mE CON6TRUCTION
MECHANICAL. CONTRACTOR TO FROVIDE A REruRN AIR
c.RILL. FOR ALL. ROOM~ THAT HA",'E A UNeAL.ANCf AIR
FLOW FER P,M,C, 601.4 ~'-,"odl ~ _ ~ '
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ARKA Y ENGiI"It:::'I~Il'jG; 11-le.
eTR R~ t:1'~<.iINF.E?-~
R~"ARt!~-ti trIp}
FLORIDA LICENee NUMe~ :n~6
Il-lERSY CERTIFY mAT THeee PlANe AND 5PF.CIF1CATION8
liMe PREPARED BY Me OR UNDER MY DIRECT 5UPERVlelON
ARe IN COMPLIANce uJlm T~e FLORIDA 6UILDING CODE 2001
FOR 120 MPl-l (3 eeCOND G1U8T) WIND ZONe - 100 MPl-l FA8TE8T
5PEED
MEC~ANICAL FLAN .3/1(b":l 1'0"
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2 OF 3
GENERAL NOTEe:
THI5 BUILDING 1,-lA5 BEEN DE51GNED TO CONFORM TO THE FLORIDA BUILDING CODE 2001.
ARKAY ENGINEERING INC. A REGleTERED LlCEN5ED, FLORIDA PROFEMrONAL 5TRUCTURAL
ENGINEERING COMPANY. l,lA5 APPLIED" RATIONAL ANALY515" FOR THE 5Tf~UCTURAL DE51GN
OF THIE!I eTRUCTURE
THE BUILDING ( INCLUDING ALL COMPONENTe AND CLADDING5 eHALL Be DE51GNED FOR THE
FOLLOWING OOPERIMP05ED LOADe
FLOORe.
LIVE LOADe - 40 P.5.F.
DEAD LOADe - 10 P.E!I.F.
GARAGE eLAB,
LIVE LOADe - 00 p.e.F.
DEAD LOADe - 10 p.e.F.
50lL TERMITE TREATMENT:
INITIAL eolL POleONING TREATMENT eHALL BE DONE AFTeR ALL EXCAVATION
BACKFILLING << COMPACTING ARE COMPLETE (PER FBC 1816.1.1>
THEeE PLANe WERE DRAWN BAeED UPON AN ALLOWABLE eOIL BEARINe:. CAPACITY OF
2000 p.e.F.( MINIMUM) THE CONTRACTOR/PROPERTY OWNER 18 REepON81BLE FOR vERIFYINCt
THAT THE eolL ON THE elTE 15 PROpeRLY PREPARED AND COMPACTED OOCH THAT IT CAN
OOPPORT A 2000 p.e.F. FOUNDATION LOADING
ANY eolL DI8TURBED AFTER THe INITIAL TREATMENT e.HALL Be Re TREATED
( INCLUDING ANY BO><ED OR FORMED AREA8) (PER rec 18161.2,)
BO><ED AREA8 IN THE CONCRetE 5LAB FOR IN8TALLATION OF TRAP8 eHALL Be MADE
WITH PERMAMENT METAL OR pLA5TIC FORM5. PERMAMENT FORMe MU5T Be OF AN ADEQUATe
elZE << DEPTH TO ELIMINATE ANY DI8TURBANce OF THe eolL AFTER THE INITIAL TREATMENT
(PER FBC 1816.1.3)
A MINIMUM 6 MILL VAPOR BARRIER MU8T BE INeT ALL ED TO PROTECT ACtAINeT RAINFALL
DILUTION IF RAINFALL OCCURe BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT eHALL
BE REQUIRED (PER FBC 1816.1.4)
ALL BUILDING8 ARE REQUIRED TO HAve A PRE CONeTRUCTION TERMITe TREATMENT
(PER FBCI816.1.1)
AFTER ALL WORK Ie COMPLETE ANY LooeE WOOD AND FILL MueT BE REMOVED FROM
BELOW AND WITH IN 12" OF THe BUILDING. THI5 e.HALL INCLUDE ALL GRADE eT AKEe TUB
TRAP BO><E5, FORMe, e.HORINCt AND ANY OTHER CELLULoe.e CONTAINING MA TERIALe
(PER FBC 2303.1.3)
NO WOOD VEGETATION, eTUMPE!I, CARDBOARD, TRA5H, ETC, e.HALL BE BURIED WITHIN IS' 0"
OF ANY BUILDING OR PROPOe.ED BUILDING (PER FBC 23031.4)
ANY CONCRETe OVER POUR MORTAR OR eTUCCO MATER/ALe ALONG THE FOUNDATION PERIMeTER
MueT BE ReMOVED PRIOR TO EXTERIOR eolL TREATMENT (PER FBC 1816,I.S)
EXTERIOR eolL TREATMENT MueT BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12. OF THE eTRUCTURE e.IDE WALLe (PER FBC 1816,1.6)
AN EXTERIOR VERTICAL CHEMICAL BARRIER eHALL BE INeT ALLED AFTER CONeTRUCTION Ie
COMPLeTE ( INCLUDING LANDecAPING AND IRRICtATlON) ANY eolL DleTURBED AFTER THe
VERTICAL BARRIER Ie APPLIED, e.HALL BE RETREATED (PER FBC 1816,1.6)
IRRIGATION I ePRINKLER E!lYEHeMe INCLUDING ALL RI5ERe AND ePRAY HEADe eHALL NOT BE
IN8TALLED WITH 12" OF THE BUILDING elDEWALLe (PER FBC 1503.4.4)
CONDENeATE AND ROOF DOWN epOUT8 DIe.CHARGE AT LEAeT 12. AWAY FROM THe BUILDING
e.IDe WALLE) (PER FBC 1003..4.4)
THE DIE)T ANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONE), PAINT AND DECORATive
CEMENTITloue FINleH LE:e.5 THAN S/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
AND FINAL EARTH CtRADE E)HALL NOT BE LEM THAN 6" TO ALLOW FOR INe.PECTION FOR FUTURE
TERMITE INFEeTATION8 (peR FBC 1403,1.6)
A " CERTIFICATE OF COMPLIANce" eHALL BE leeUED TO THE BUILDING DEPARTMENT BY A LICENe.ED
PEE)T CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE IMUED. THE CERTIFICATE
eHALL E)TATE. (PER Fec 18\S,1.1)
" THe BUILDING HA5 FCECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF OOBTERRANEAN
TERMITEE). THE TREATMENT 15 INACCORDANCE WITH THE RULEe AND LAW5 OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONeUMERE) e.ERVICEe
A PERMAMENT elGN THAT IDENTIFiEe THE TERMITE TREATMENT PROVIDER AND NEED FOR RE INePECTION
AND TREATMENT CONTRACT RENEWAL eHALL BE PROVIDED. THE elCtN e.HALL BE POeTED NEAR THE WATER
HEA TER OR ELECTRICAL PANEL (PER FBC 104,2,6)
e.ECURING PFCEHUNG TO BUCK eTRIPe
PER YOUR MANUFACTURE8 INeTRUCTION8
TO MEET WIND LOADe AND COMPREe.eION5
RATINCte FOR YOUR JOB LOCATION. ALL
ANCHOR e.cREW5 MueT PENetRATE BLOCK
WALL A MINIMUM OF I 1/4" AND THERE e.HALL
BE A MAXIMUM 114. ePACE BETWEEN BUCK
AND DOOR JAMB
"c" eHAPED FLAe.HING (0.026") ANCHORED
TO FAeclA WITH 110 X 1 1/2" e.M.8. (I) PER
TRUe.5 OR RAFTER TAIL AND 110 X 3/4. E).M.e.
12" OC ON FA&cIA
ALTERNATE CONNECTION,
ueE 16 >< 1 1/4" LONCt e.M.e. e.cREW (3)
PER PAN INTO FA&cIA THRU " BO><ED"
PAN END
ROOF.
16 X M6" 8.M.8. &cREW (3) PER
PAN << (I) PER RIe.ER TOP << BOTTOM
WIND,
LIVE LOADe <TRUe.5 TOP CORD) - 20 P.8.F.
DEAD LOADe (TFCue5 TOP CORD) - 10 p.e.F. 16 p.e,F. WHEN TILE ROOF INeTALLED
DEAD LOAD (TRUe8 BOTTOM CORD) - 10 p.e,F.
A8eUMED TRU88 e.ELF WEIGlHT ( DEAD LOAD) - 1 p.e,F.
BUILDINCt 15 DEelGNED TO CONFORM TO A8CE 1-~, CHAPTER 1&, PER FLORIDA BUILDINCt
CODE 2001 5ECTION 11&06.1.1
ROOF PAN
WIND DEelGN Ae.OOMPTIONe,
eUILDING EXPOOORE - B
BUILDINGI IMPORTANCE FACTOR. 1.0 (CATEGORY II )
MEAN ROOF HEIGHT 30' OR LEe.8
HEIGHT << EXPOOORE ADJ.J8TMENTe COEFFICIENT. 1.0
ENCLOe.ED BUILDING
INTERNAL PRE800RE COEFFICIENT. + I - 0.16
eeE WIND e.PEED INFORMATION eTATED ON PLANe
EXIE)TING FAe.clA
ROOF PANEL TO FAeCIA CONNECTION
NO eCALE
50lL SEARING. COMPACTION:
ARKAY ENGINEERING INC. A REGleTERED L1CENe.ED FLORIDA PROFEe.eIONAL eTRUCTURAL
ENGINEERING COMPANY, DEe.IGNED THEeE FOUNDATIONe WITHOUT VlelTING THE CONeTRUCTION
e.ITE NOR PERFORMING ANY eolL TEeTING
ARKAY ENGINeERINCt INC e.HALL NOT BE REepONe.IBLE FOR THE ellE ec IL ABILITY TO OOPPORT
THE BUILDINCt LOADe
FOUNDATION . 8LAS - ON- GRADE NOTE8 :
BUILDING elTE e.HALL aE e.cRAPED TO REMOVE ALL ORGANIC MA TERfAL8..
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, e.HALL BE COMPACTED
OOCH THAT IT CAN ADEQUATELY OOPPORT A 2000 p.e.F. FOUNDATION LOADINCt. eLAB
5HALL BE PLACE OVER A 6 MIL vAPOR BARRIER Ot~ CLEAN ADEQUATELY COMPACTED
tmctirJ~IiI~~D~~~f~u~~~NDATION AND eLAB8 e.HALL HAVE A MINlt1UM 26 DAY
COMPREMIVE eTRENGTH OF 2000 p.e.F.
FCEINFORCINCt eTEa eHALL BE CtRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH AeTM A ~IS. LAP 5PLlCEe, WHERE REQUIRED e.HALL BE A MINIMUM OF 2S" FOR
IS RE6AR , 30" FOR 16 REBAR << 3S" FOR., RE6AR
ATTACH MINIMUM 3/4. P.T. BUCK
eTRIP THAT 18 THE MINIMUM WIDTH
OF DOOR FRAME Ue.\NG .0~1XI 3/6"
T- NAILe MAXIMUM 10" OC.
TRU85E8:
IF THE CONTRACTOR , TRUM MANUFACTUFCE OR ANY OTHER DEe.IGN PROFEe.eIONAL REV leE THE
TRUe.5 E!lyeTEM LAYOUT FROM THOe.E e.HOWN ON THEe.E PLANe ARKAY ENGINEERING, INC 15
FCEQUIFCED TO FCEVIE1.U ALL FINAL CONeTRUCTION DOCUMENTe FOR COMPLIANCE WITH THE
DEe.IGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
PLANe ARE ENGINEERED FOR A MAXIMUM eTEMWALL HEIGHT OF 4 COURee8 ( AFTER
FINAL elTl: GRADING) THE CONTRACTOR OR BUILDING OWNER e.HALL DE1ERMINe THE
EXACT 8TEMWALL HEIGHT BAeE UPON e.ITE CONDITlON5 PRIOR TO POURING THe FOUNDATION
AND CONTACT ARKAY ENGINEERINe:. WHEN MORE THAN 4 COUReE ARE REQUIRED
A FOUNDATION OORVEY e.HALL BE pERFORMED AND A COpy OF THE OOR,VEY eHALL BE ON e.ITE
FOR THE BUILDING INe.PECTORe Ue.E , OR ALL PROPERTY MARKER8 e.H~,LL BE EXPOe.ED AND A
eTRING E)TRECTED FROM MARKER TO MARKER TO VERFIY REQUIRED e.Er BACKe
EXTERIOR LUINDOWe . DOORe:
ALL EXTERIOR WINDowe << GLAe.8 DOCRe OR ENTRANCE DOOR e.HALL BE TEeTED IN ACCORDANCE WITH
ANel/AMMA/NWUJDA 101lle2 eTANDARD ,~ND aEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
PERFORMANCE CHARACTERleTIC5 AND APPROVED PRODUCT TEeTINCt ENTITY
ALL MULLlON5 AND ADJACENT DOORIUJINDOW AMEMBLlEe e.HALL BE TEeT OR ENGINEERED TO TRANe.FER
I.S TIMEe THE DEe.IGN LOADe TO THE ROUGH OPENINCt e.UBeTRATE
INeTALL ALL WINDowe AND DOOR AUEMBLlEe PER THE MANUFACTURE ANCHORING RECOMMENDATIONe
TO ACHIEVE THF: DEelGN PREe.OOREe e.PECIFIED
CAULK DOOR FRAME PER YOUR
MANUFACTUREe FCECOMMENDA TION8
DD
DD
MA50NRY LUALL5:
CONCRETE MAeoNRY UNIT 5HALL BE HOLLOW UNIT MAe.ONRY IN ACCORDANCE WITH AeTM C-W
AND eHALL HAVE MINIMUM F'M OF ISoo p.e.l.
MORT AR e.HALL CONFORM TO A5TMC -210 AND 5HALL BE EITHER TYPE M OR e
REINFORCING eTEEL eHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WI1H AeTMA-I&IS. LAP WLlCE8 WHERE REQUIRED e.HALL BE A MINIMUM OF 2S" FOR IS RE6AR
30" FOr"t 16 RE6AR AND ~S" FOR ., RE6AR.
ELECTRICAL, PLUMSING, . MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411.003 (2) (J) OF THE FLORIDA ADMINleTRATlvE CODE. ELECTRICAL
PLUMBINCt AND MECHANICAL eyeTEM8 e.HALL BE DEe.IGNED BY THE REePECTlvE CONTRACTOR TO
M,EET ALL APPLICABLE CODE8. THE ELECTRICAL, PLUMBING AND MECHANICAL eyeTEMe DRAWN HERON
ARE BAeE UPON A DEe.ICtN PROVIDED BY THE OWNER TO ADDFCEe5 Hie/HER REQUIREMENTe.
ALL ELECTRICAL OUTLETe IN BATHROOMe, KITCHEN, (uJITHIN 6' FEet OR e.INKe), GARAGE AND AT
EXTERIOR LOCA TION5 eHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
ALL ELECTRICAL OUTLETe IN BEDROOMe <<FIXTURE5 e.HALL BE WIRED INTO AN ARC-FAULT INTERRUPTER
.AFI" CIRCUIT
e.MOKE DETECTOR8 5HALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAe ADJACENT
TO BEDROOM AND OTHER LlvlNCt AREAe
GROUND WIRE FORM RE6AR TO ELECTRICAL PANEL PER N.e,c.
SLOCK DOOR ATTACHMENT DETAIL
GROUT FOR THE POURED CELLe AND L1NTeLe e.HALL HAVE A MAXIMUM COUReE AGGREGATE elZE
OF 3/8" PLACED AT 6 TO II INCH e.LUMP AND HAVE A MINIMUM 26 DAY COHPREMIVE eTRENCtTH OF
2000 p.e.I. ( WHEN TEeTED PER AeTM C-IOI~ )
PROVIDE CLEAN OUT OPENING5 ( 12 e.Q. IN, ) IN CELLE) CONTAINING e.PLlC8) REINFORCEMENT. WHEN
THE GROUT POUR EXCEEDe S FEET IN HEIGHT
ROOFING . FLA5~INGe:
ROOFING 8yeTEM AND FLAe.HINCt A5 eTATED IN PLAN5 MU5T CONFORM TO CHAPTER IS OF THE FLORIDA
BUILDING CODE 2001. FLAeHING WECIFIC e.ECTION 1e;01.3.~ CONTRACTOR OR OWNER MueT PROViDE WITH
pLAt-18 e.PECIFIC PRODUCT INFORMATION DETAILING INeTALLATION OF PRODUCT TO MEET WIND DEe.IGN5
OF THI8 e.ET OF DRAWINCte.
TIMSER MA TERIAL8:
ALL TIMBERe MATER/ALe e.HALL BE A8 FOLLOW8,
LVL BEAM5 eHALL BE (I.~E) MCALLleTER LVL MATERIAL8 MANUFACTURED BY TRUe.8 JOleT
MACMILLAN ( OR EQUAU
LUMBER UTILIZED IN BOTTOM PLATE, TOP PLATEe ,PoeT, eTUDe PACK5 AND BEAMe
eHALL BE t2 YELLOW PINE (OR BETTER)
EXTERIOR AND INTERIOR LOAD BEARING eTUDe 5HALL BE t2 e.PRUCE ( OR BetTER)
ALL OTHER eTUD8 eHALL BE "eTUD GRADE" e.PRUCE e.PACE 16" OC. ALL e.PLlCEe AT
TOP PLATE MueT BE MINiMUM 4'0. AND NAILED 4" OC WITH 120 COMMON NAIL&
pe.L PoeT 5HALL BE (1.6E) PARALLAM P5L MATERfAL8 MANUFACTURE& ay TRue8JOleT
MACMILLAN ( OR EQUAU. eEE PoeT eUPPORT TABLE FOR LOAD VALUE5.
EXTERIOR WALL5 5HALL BE CONeTRUCTED WITHin. PLYWOOD OR 1/16" 0.e.6. ( 2-M-W RATING) NAILED
WITH 8D NAILe e.PACF- AT 3" OC ALONG ALL HORllONTAL JOINTe AND EDGE5, 6" OC ALONG ALL VERTICAL
JOINTe AND EDGEe AND 12" OC ALONG ALL INTERMEDIATE eTUDe
AT OPENING5 s'o" WIDE OR LARGER eTRAP HEADER BEAM TO THE HEADER eTUD8 WITH (2) uep OR e.IMpeON
LeTA24 eTRAP TIEe AT EACH END OF HEADER BEAM. ANCHOR BOTTOM OF HEADER eTUDe TO FOUNDAllON
WITH U5P OR elMPeoN HTTI6 TEN810N TIE.
INTERIOR eTUD WALLe TO BE OF 2 X 4 t2 WRUCE OR BETTER WITH elNGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND e.INGLE 2 X 4 t2 E)PRUCE TOP PLATE WITH eTUt:,e e.PACED
MAXIMUM 24" OC. WALL8 TO HAVE 1/2" CtYPOOM BOARD EACH e.IDE, WITH WALLe AT
GARAGlE TO HAVE MINIMUM R-IIINOOLATION
ANCHOR WOOD eHEAR WALL8 5EGMENTe TO FOUNDATION W1TH elMPeoN LTT20B TEN5tON TiE AT EACH
END OF WALL e.EGMENTe AND AT ANY WALL eEGMENT INTER5eCTION ( BUiLDING CORNER e)
5AFETY GLAZING:
THE FOLLOWING 5HALL BE CONelDERED e.PECIFIC HAlARDOUe LOCATION FOR THE FURPOe.E OF
GLAZING
(l) GLAZINCt IN e.wlNG DOORe, FI><ED AND eLIDING PANEL OF 5L1DING DOORe
AMEMBLIEe
(2) GLAZING IN DOORe AND ENCLoe.UREe FOR HOT TUB5, WHIRLPOOL5, eAUNAe., eTEAM
ROOMe, BA THTUBE) AND e.HOWERe. GLAZING IN ANY PORllON OF A BUILDING WALL
ENCLOelNG THEeE COMPARTMENTe WHEr<E THE BOTTOM EDGE OF THE GLAZING Ie LEe.e
THAN 60" ABove THE DRAIN INLET
(3) GLAZINe:. IN INDiViDUAL FI><ED OR OPERABLe PANEL ADJACENT A DOOR WHERE
THE NEAREeT VERTICAL EDGE 18 WITHIN A 24" RADIU8 OF THE DOOR IN A CLOe.ED
POe.ITION AND WHOe.E BOTTOM EDGE Ie LEe8 THAN 1&0" ABOVE THE FINIe.H FLOOR OR
WALKING OORFACE
(4) GLAZINCt IN AN INDIVIDUAL FI><ED OR OPERABLE PANEL OTHER THAN TH05E LOCATIONe
DEe.cRleED IN ITEMe (2) AND (3) ABOVE. THAT MEeTe ALL OF T~E FOLLOWING
(A) EXPOe.ED AREA OF AN INDiViDUAL PANE GREATER THAN ~ ea. FT.
(B) BOTTOM EDGE LEe5 THAN 18" ABOVE THE FLOOR
(C) TOP EDGe GREATER THAN %0" ABove THE FLOOR
(D) ONE OR MORE WALKING OORFACEe WITHIN 36" HORIZONT ALLY
OF THE PLANE OF THE GLAZINCt
CUT elDEe OF 6LOCK
WALL AND FORM AND
POUR WITI-l CONCRETE
AS eHOUJN
AFTER CUT AWAY 6LOCK elDES ARE POURED
AND ARE eET, INeERT FRECAeT LINTEL AT TOP
OF WINDOW OFENING AND MUD IN WITI-l MOTAR MIX
DRAFT5TOPPING:
IN elNGLE FAMILY DWELLINGe, DRAFTeTOPPING5 eHALL BE PROViDED ( PARALLEL TO THE MAIN
FRAMING MEMBERe) IN FLOOR I CEILING Ae5EMBLlE8 e.EPARATING UeEABLE e.PACEe. DRAFTeTOPPING
eHALL BE CONeTRUCTED eucH THAT THE FLOOR I CEILING AMEMBLEY Ie BROKEN UP INTO TWO OR MORE
APPROXIMATED AREA5 WITH NO AREA GREATER THAN SOO eQ.FT.
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH IN8 MueT Be COMPLETE. INePECTED AND APPROVED
PRIOR TO REQUEeTING THE FRAMINCt INePECTION.
iF DEeIRED, EQUIVALENT CONNECTORe MADE BY ANOTHER eUPPLlER MAY BE U5ED IN PLACE OF THE
U8P OR 8IMPe.ON CONNECTOR5 eHOWN
ATTIC ACCe88:
ATTIC e.PACEe e.HALL BE PROViDED WITH AN INTERIOR ACCEe8 OPENING NOT LEe.8 THAN
22"X36". ACCEee OPENING e.HALL BE ACCEe.E)IBLE AND PROVIDE WITH A LID OR DEVICE
THAT 15 EAelLY REMOVED OR OPENED. WHEN MECHANICAL EQUIPMENT Ie INeTALLED IN
THE ATTIC, IT eHALL BE INeTALLED IN ACCORDANCE WITH MECHANICAL CODE.
ACCEe8 Ie NOT REQUIRED WHEN THE CLEAR HEIGHT OF THE ATTIC ePACE , MEAOORED
AT THE ROOF PEAK Ie LEee THAN 24".
EXI5TING 6LOCK WINDOW OPENING DETAIL
THE CLIENT UNDERSTANDS THAT THE DEelc.NER CARRIES NO L1A6ILirr IN&JRANCE AND THEREFORE
MREE& TO HOLD HARMLEe&, IDEHNIFY, AND DefEND DEelG.NER FROM ALL CLAIMe, LoeeEe AND
EXPENeES (INCLUDING. REA&oNA6LE ATTORNEY FEES) ARleIN<S OUT OF OR RE&JLTING FROM THE
FROJECT. THE DEelG.NER WILL IN C.OOD FAITH ATTEMPT TO FRovlDE ERROR FREE CONSTRUCTION
DRAUJINc.e, 6UT IN THE EVENT ERRORe OCCUR Tl-lE DEelG.NER WILL NOT 6e L1A6Le FOR coeT OF
REPAIRe OR DELAY TO THe CONeTRUCTION
0.024" X /2."
oj 'I
~ RleER PANEL
(3) 16 X lI2" 5.M.e. PER pANEL
2 1/4" DIA. THRU - BOLTe
2\\~t\\ PB
(M.(~ SpAN ~ 9 ~Ol~
ALUMINUM eTEEL POeT
ALUMINUM PAN TO 6EAM CONNECTION
NO eCALE
3 X 3 ALUMINUM eTEa PoeT
( 0, otoo" 111 I Cr4Je:~S)
CONCRetE e.LAB
6 - 16 x 1 112" e.cREWe
REQUIRE PER PoeT
OR (4) 3/6" THRU BOLTe
WITH NUTe
2 - 3/6" x 3 1/2" EXPAN&ION
BOL re PER P05T REQUIRED
4 "4 "4 "4 .'
. ~ '4 . ~ '4 . ~ '4 . ~,
. ~ '.' ~ '.' ~ '.'
~. ~ 4 ~. ~ 4 ~. ~ 4 ~
~'4 . ~'4 .
,
poer TO eLA6 CONNECTION
NO eCALE
ATTACH MINIMUM 3/4" P.T. BUCK eTRIP
THAT 18 THE MINIMUM WIDTH OF YOUR
WINDOW FRAME U51NG .0~1 X 1 3/6"
T - NAILe MAXIMUM 10" OC
e.ECURING WINDOW TO BUCK eTRIPe PER
YOUR MANUFACTURE8 INeTRUCTION TO MEET
WIND LOAD AND COMPREeelON RA TINGe FOR
YOUR JOB LOCATION. ALL ANCHOR ecREW8
MU8T PENetRATE BLOCK WALL A MINIMUM OF
11/4" AND THERE eHALL BE A MAXIMUM 1/4.
e.PACE BETWEEN BUCK AND WINDOW FRAME
CAULKED WINDOW PER YOUR
WINDOW MANUFACTUREe 8PECIFIC
RECOMMENDATION8 TO MEET WIND
LOAD AND COMPRE8510N RA TING8
FOR YOUR Joe LOCATION
SLOCK WINDOW A 11 AC~MENT DeTAIL
GIN"-~RIN'-::' INC,
.t.L EN<.;jNEE:Rt)
RIC"AR~~fl} f(?(ri
FLORIDA LICENe.e NUM-;J 3~v
I HERBY CERTIFY THAT THEeE PLANa AND i'-Pi:C:flCATIONe
WAe PFCEPAFCED BY Me OR UNDer< MY DIReCT elJPERVI510N
ARE IN COMPLIANCE WIlH lHe FLORIDA BUILDING CODe 2001
FOR 120 MPH (3 e.ECOND GUE)V WIND ZONE - 100 MPH FAeTEeT
e.PEED
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