HomeMy WebLinkAboutBIN B-1 PERMIT 2774
RIDGE VENT
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,
REAR
ELEV A TION
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....-........
RIDGE VENT
R!OGE VENT 12
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LEFT
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RIIXiI! VENT
RIDGe: VENT
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IT UJIU ee T~E RE6PON61elLlTY OF T~E CONTRACTOR
fOWNER to P~OVIDE DOCUMENT& &HOWING TI-lA T AU.
UJIND0W6 AND DeOR& ON T~I& &PECIFIC JOe MeeT T~E
DE&IGN PREe&URE& &T A rED ON PLANe.
WIND DE6lGN FRE66URE 6CHEDUL.E
OPENING PO&ITIVE NEGATIVE
(A) 1&.~ -22.60
(e) 20.&0 -22.60
(C) 20.61 -22.41
(0) 20.61 -26.~4
(l:) 21.20 -21.~6
(F) 21.&0 -23.60
(G) 21.20 -21. ~6
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(~) 1~.~3 -21.13
(I) 20.61 -22.41
(J) \~.~3 -21.13
(K) 21.10 -2&.~1
(U 21.10 -23.~
(M) 21.&0 -23.60
(N) 21.00 -22.&0
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FRONT
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ARKAY' ENGINEERING INC.
&TRUCTURA~ ENGINEER&
FLOOR PLAN 1/4" = 11011
ALL EXTERIOR WALL5 ACT A5 5HEAR WALL5
RICI-lARD L.. KIDDEY P.E.
FLORIDA ~ICEN&E NUMBER 3mb
II-1ERBY CERTIFY' TI-lAT THE&E PLAN& AND 6PECIFICATION6
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LINTEL LOAD C~ART ( 16" DEEP 8eCTION )
Cl-EAR 6P AN CONCRETE U l.INTS- "FO\.LIER" tHEEI. "POWER" &TEEl.
eox l.INTEl.
" - 6" 4~' Fl.F ( UNFIl.l.ED ) 1010 Pl.F l.-2 ~~FI..F
~' _ ~" 34l& PI..F ( UNFiLlED ) 6626 FI..F I.-~ 6830 Fl.F
~' - &" zm F!..F ( UNFiLlED ) &~ FI.F !..-~ "4~ PI.F
3' - 2" 23'2 IOU: ( UNFillED ) 4~e Fl.F 1..-2 4613 Pl.P
4' - 0" 183& Fl.F ( UNFillED ) 3&3' FI..P L-2 369~ Pl.F
4' - 6" 1624 PLF ( UNFiLlED ) 31&4 IOU: l.-2 :nea Pl.F
" - ~" 213~ FI..F .. 2146 FI..F 1.-2 .. 2864 PI..P ..
6' - 2" 2711 PI.F .. ~ PU= l.-2 .. 2400 P l.F ..
l' - 0" 1~1 FI..F .. 202' PU: L-2 .. 2114 PLP ..
8'.0" 1123 FI.P .. '16a PLP L-2 .. 2713 PLF ..
~' - 2" 146~ Fl.F .. 1~4' PL.F l..2 .. 1~4 Pl.P ..
!O' - 0" f>>4 PL.F .. 1414 Pl.P 1...2 .. lal~ Fl.F ..
!O' - a" 1211 PI.F .. 132' FL.F 1.-2 .. 1110 PL.F ..
II' - 2" 1200 Pl.F .. 1230 FL.F 1..2 .. 16~ Pl-F ..
12' - 0" 110~ Fl.F .. 1I1a Pl.F 1..2 .. ISIS FL.F ..
12' - e" 1044 PU: .. 1116 PL.P 1...2 .. 1436 PI..F ..
11' - 4" 13~ FI..F .. P 1381 PL.P 1..-2 .. 61. - I 1364 FI..P ..
14' - 0" 1321 Pl.P .. P 1321 PL..F 1..2 .. 61. - I ~~ Pl.F ..
16' - 0" 11'2 Pl.P .. P 1048 PI..P l.-2 .. 61. - I 1111 PLF ..
18' - 0" 1016 PI..F .. P 828 PL..P 1..-2 .. 6L - 1 %0 PL..F ..
Ie' - e" ~" PL.F" P 110 PLF L...2 .. &1. - I e~3 Fl.F"
20' - 0" e16 F!..F .. P 6~ PI..F 1..2 .. &1. . I 1e4 PI.F"
:n' - e" 1a~ PI.F" P '23 PL..F 1..2 .. &1. . I 606 FL..F"
ai' x a" x I~" KNOCK OUT BLOCK
TOP COAR6e WITH I ':, HORIZONTAL
REBAR TIED TO ALL VERTICAL ROD5
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BOX 5TEEL LINTEL5 OVER ALL WINDOW
AND DOOR OFENING5, NO I:, REBAR
REQUIRED ON BEAM5 UF TO 2410"
WITH NO MORE THAN ~0~LB5 FLF
OPTIONAL POWER 60X LINTEL DETAIL
.. - PIENOrE& ~ REeAR X CONT. PLACJ:D IN eoTTOM COUR6E AND
16" PEEP eEAM FOURED ~I.ID WITI4 2~0 pel CONCRBTE!.
.. P . PliN01U P!ltl 6TlCt16&l!O U 1.INTI!I. WITH ., RE$AF1 X CONT.
PLACED IN eOTTOM COUFl&l . I." DUP BEAM POURIO ~L.!D
WfTl1 2&00 10&1 CONCRBTI
.. & - DIENOTE& IN aorTOM COUR61! . (6) - & / 16" 6MOOTH &TIRRUP&
AT a" OC AT EACH END IN A I." DEEP eEAM FOURED tJOI..ID
WITH 2'<X> 10&1 CONCRETE!
INT tHUD LUAl..lo
P.T. pJ..ATe ANCHORED
WITH 60loTe AT 24" O.C,
UJA~eR . DRYER eu~ eTE.p
MiN. 2&00 pel
OVER TREATED
COMPACTED FILL
6X6 10/10 LUWM
(oFi/ eaUAlo)
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4" CONCRETE eJ..A6
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\-'& RE.6AR
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12"
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NON 1.0AD SEARINc::. c::.ARAc::.e FOOTINc::. UJIT~ APP1.IANCe SUFFER
1/2" CDX OR '/16" 06e ROOF 6HEATHING
NAILED 6" OC ON AU- EDGE& AND IN THE
FIEJ..P WITH &D NAIL&. U6E &Ta:1. PI. YCI..IP& I
ANP 'I~ FEI. T WtTI-1 eHINGI..E&, RIDGE! YENT
A& REaUIRED
U6E! ()) &IHP~N HETA20 TRU&& &TRAP
FOURED IN lINTEl. AT Al.l. TRU6& eEARIN
L..OCA T'ON& EXCEPT A& NOTED ON TRUe&
PLAN. FlU- AU- NAIL& HOLE& WITH 10D X
1 \12" NAIl.&
MIN R-:n IN6ULATION
IN A!..L. ATTIC AREA&
2><4 OR 2X6 WOOD &Ue WITH ~
ALUMINUM ~FfIT ANP FAC&IA
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&INGl.E eoNP eEAM WITH (1) .5
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Al..UMN &.H. WINDOW&
3/-4" P.T. PURING WITH 3/4" 't'UFfI R
IN&ULATION eoARP AND 112" GYP&UM
MA&ONRY &ILl&
TYPICAL 4" CONCRETE 6l.Aa WITH WIRE ME~H
OR FleER ME&H AND 6 MIL.J. Y/&auEEN OYER
CLEAN COMFACT TERMITE TREATED ~IL..
e" x 16" FOOTING! WITH
(2) IS REeAR ON CHAIR&
t5 YERTICAI.. ROD& FROM
FOOTING6 TO eoND "EAM
WITH 24" lAP MINIMUM
GROUND WIRE TO ______
FOOTING REeAR ~
&T5M WAU- NOT2, &TEMWAJ..l. ~E!GI-lT TO eE DEiERMINED
PER T~E OWNER. CONTRACTOR TO FIT T~E &liE
(MAXIMUM 4 EXPO&ED COUR&E& IN ~EIGI-lT IF MORE
~AN 4 COUR6E& ARE NEEDED _ CONTACT ENGINEER
PRIOR TO FOUNDATION POUR.
eoTTOM OF FOUNDATION
MINIMUM 12" eEl.OW GRADE
al 0" 6LOCK WALL DeTAIL NOT TO eCALe
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FLORIDA 1..1CEN6! NUMBER 3'~.
I I4ER5Y CERTIFY T~A T THE&E P!..AN& AND &PECIFICA TION&
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PLAN
-
-
ARKA'( ENGlINEERING INC.
&TRUCTURAL. ENGINEERe
RICHARD I.. KIDPIiY P.I!.
FLORIDA I.ICEN61! NUH!!!ER '~6
I HER!!!'( CERTIFY Tl-lAT Tl-lEeE PLANe AND &PECIFICATION&
WERE PREPARED B'( ME OR UNDER 1'1'( DIRECT &uPERVleION
ARE IN COMPLIANCE WITH THE FLORIDA eUlLDING CODE 2001
FOR 110 MP~ ( 3 eECOND GUeT ) WIND ZONE - ~O MP14 MeTEeT
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S8
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1~th1
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3 OF 51
ARKAY ..
o
TYFICAL ELECTRICAL RleSR DIAGRAM
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Mec~ANlcAL PLAN 1/4"
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MEC~ANICAI.. CONTRACTOR TO VERIIZY AU- OUCT
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pl.UMeiNGI ANO MECl-1ANICAl. &Y&TEM& &l-1All. eE DE&ICoNED ey THE RE6PECTI'IE CONTRACTOR TO
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&rRUCTl.l~Al. ENCiIN!ER&
2002 NEe
210.8{A)(6)
GFCI
Kitchens
Receotacles
210,11(C)(3)
Bathroom
Circuits
210.12(8)
Arc Fault Circuits
210,52(A)(2)
Receptacle
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210,52(C)(I)
Kitchen
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314.20
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406.8{A)
Damp location
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RIC~ARD L. KIDDE'!" P,E.
Ft..ORIDA l-ICEN&E NUMe~ 31~6
I HERe..,. C~TIF'( THAT THE~E PLAN& AND &PECIFICATION&
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TOTAL.
1~~1
FG
4 OF S
8eCURING PREI-lUNG TO 6UCK 8TRIP8
PER YOUR MANUFACTURE8 IN8TRUCTION8
TO MEET WIND LOAD8 AND COMPRE8810N8
RA TING8 FOR YOUR J06 LOCATION. ALL
ANCI-IOR 8CREW8 MU8T PENETRATE 6LOCK
WALL A MINIMUM OF I 1/4" AND TI-lERE 81-lALL
6E A MAXIMUM 1/4" ePACE 6ErweeN euCK
AND DOOR JAM6
c::.ENE~AL NOTE8:
ATTACI-l MINIMUM 3/4" P.T. 6UCK
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INITIAl.. &011- POI&oNING TR~T11ENT &HAI-I- &e DONE A"T~ AI-I- EXCAVATION
eACKFIU-ING , COMPACTING ARE COHPLETl! (PER FeC \&16.1.1)
ANY &oIL DI&TUReE> AFT~ Tl-lE INITIAl- TREATMENT &i-1AU- eE R! TR~TE>
( INCLUDING ANY eoXE> ~ ~ME> AREA6) (PER Fee 1&161.2.)
eoXEO AREA& IN Tl-lE CONCRETE &LAe FOR IN&TALLATION OP TRAP& eMAU- eE! MADE!
LlJITI-l PERMAMENT METAl.. Olll PLA6TIC FORM6. PERMAMENT FORM6 HU6T ee OF AN ADEQUATe
&Il! . DEPTI-l TO a.IMlNATI! ANY DI&TURaANCI! 0fII TI4I! &011- AFTER Tl-ll! INiTIAl- TREATMENT
(PER Fee 1&1..1.3)
ARKAY ENGINEERING INC, A REGI&TERED LICEN&ED. FLORIDA PROFE&610NAI- &TRUCTURAI-
ENGINEERING COMPANY, HA& APPLIE> " RATIONAl.. ANAL.Y&I&" FOR Tl-lE! &TRUCTURAI- DE&IGN
OP Tl-lI& &TRUCTURE!
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TI4! eulL.OING ( INCLUDING AI-L. COMPONENT& AND CLADDING& eMAU- eE! DE&IC.NE> FOR TI4E!
FOUOLlJING &UPERIMPOeE> LOAD&
FLOOfi&,
LIVE LOAD6 - 40 P.&.F.
DEAD LOAD& - 10 P.&,P.
CAULK DOOR FRAME FeR YOUR
MANUFACTURe8 RECOMMENDA TION8
A MINIMUM 6 MIU- VAPOR eARRI~ I'1U&T eE IN&TALl.E> TO PROTECT AGAIN&T RAINFALl-
DIl.UTION IP RAINFAU- OCCUR& eEFORE! vAPOR 6ARRI~ Pl-ACEMENT, RE TR~TMENT &l-lAU-
eE! REQUIRE> (PER Fee 1&\h.I..4)
DD
DD
C.ARAGE &LAe.
LIVE! LOAD& - ~ P.&.P.
DEAD LOAD& - 10 P.&,P.
AU- euIL.OING& ARE! REQUIRED TO HAVE! A Pfl:E! CON&TRUCTION TERMITE! TREA11"iENT
(PER Feel&I".I.1)
ROOF,
l.M! L.OAD& CTRU6& TOP CORD) . 20 P.&.F.
DEAD LOAD& (TRU6& TOP CORD) . 10 P.&.P. 1& P.&.P. LlJI-lEN TIl.! ROOP IN&TAUED
LIVE! LOAD (TRU6& eOTTOM CORD) . 10 P.&.P.
A66UMED TRU6& &El.P LlJEIG~T ( DEAD LOAD) ., P.&.P.
~UIL.OING 1& DE&IGNED TO CONFORM TO AecE ,-~, Cf1APTER 6, PER FL~IDA ~UILOING
CODE! 2001 &I:CTION 1606,1.1
AFTER AU- U)ORK 1& COMPlETE! ANY L.OO&! WOOD AND FIl.l- MU&T ~E! REMOvED FROM
ea.ow AND LlJIT~ IN 12" OP TI4E euIL.OING. TI4I& ~ALL. INCLUDl: ALL. GRADE! &TAKE& TU5
TRAP eoXE&, FORM&, eMORlNG ANO ANY OTl-lER CEL.J..ULO&E CONTAINING MATERIAL.&
(PER Fee 2303.1.3)
LlJIND.
NO WOOD VEGETATION. &TUMF&, CARDeOARD. TRA&l-I, ETC, &HAU- eE BURIED WITI4IN 1~' 0'
OP ANY euIL.OINC. OR PROPO&ED ~IL.OING !'PER Fee 2303IA)
ANY CONCRETE OVER POUR MORTAR OR &TUCCO MATERIAl.& AL.ONG TI4E FOUNDATION FERIM=T~
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LlJINt:> DE&/C.N A~MPTION&f
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TO MEET WIND LOAD AND COMFREeelON
RATINGe FOR YOUR JOe LOCATION.
AN EXTERIOR vERTICAL. CHEMICAL. eARRiER eMAL.I- eE! IN&TALllO AFTER CON&TRUCTION 1&
COMPLETE ( INCLUDING LANDecAPING ANO IRRIGATION.> ANY &oIL. Di&TUReW AFTER TI4E!
VERTICAl- ~ARRIER 1& AFPl.IE>, ~AU- eE RETREATED (PER me 1&16.1.6)
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Tl-lE&E! PLAN& UJEr<E! DRAWN ~A&ED UPON AN AU-OWAeLE &oIl.. ~EARING CAPACITY OP
2000 P.&,P.( MINIMUM) TI4E! CONTRACTOR/PROPERTY OLlJNER 1& RE&PON&I~L.E! FOR V~IF'(ING
Tl-lAT TI4E! &011- ON TI4E! &ITE! 1& PROPERJ..Y PREPARED AND COMPACTED &UCI-l TI4AT IT CAN
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CONDEN&ATE! AND ROOP DOUJN &PO.JT& DlecHARGE AT LEA&T 12" AWAY FROM TI4E! eUIL.OING
&IDE! LlJAU& (P~ Fee 1~3.".4)
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AND FINAl.. ~RTH C.RADE &HAJ..I- NOT eE! l.f&& TI-lAN 6" TO AU-OW FOR IN&PECTION FOR PUTUl"E
TERMITE! INFE&TATION& (PER Fee 1403.1.6>)
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AL.L TRACK AND ~AtQDu)ARE 8ECURED
peR MANUFACTURE eFECIFICATrON& TO
MEET WIND LOAD AND COMFREe810N
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ARKAY ENGINEERING INC. A .REGI&T~EO L.ICEN&ED FLORIDA PROfE&610NAL &TRUCTURAL.
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&ITE NOR PERFORMING ANY eolL. TE&TING
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~AU- &TATE. (PER Fee 1&".1.')
p Tl-l1I euII-OIN<3I ~A~ RlEC,lV!O A COMPL.aT' T'F<I!ATHENT FOR TI-/' P~EYiNt'ON 0,. &i.i8TERRANI!AN
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AND 'tRI!ArMiNT CONTRACT RENEWAL. &l-lAU- ee ffiOVIOE>. THI &IC.N &HAU- ~II PoarED NEAR TH! WATER
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ARKAY ENGINURiNG INC eMAU- NOT eE! RE6PON&r8L! FOR TI-IE! &ITE! &011- AelLITY TO &UPPORT
TI-/! eull.DING LOAD&
MINlt1UM 2 x 6 p.r. &IDE AND TOP PLATE
A TT AC~!t> TO el.OCI< WA1.L. UelNG In" x &"
ANCHC~ eoL. Ta QR &/0" >< .t" IXPAN610N
1301.. T& 4 eACH &10& AND TOP 24" OC
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FOUNDATION 4 aLAS - ON- G~APE NOre8 ,
.UILDIN~ 61t. ~AJ,J. II' ~I'tAPIJ;) TQ ft&l1c)vl A~J. O"<2ANIO MAfQtIAL.."
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REINFORCING &1EEL. ~ALL. eE! C.RAOE! 40 MINIMUM AND IDENTIFIE> IN ACCORDANCE
LlJITH A&T1'1 A ..". LAP &PLICE&, LlJI-lERJ! REQUIRED eMAU e! A MiNIMUM Ol= ~&" FOR
., REeAR . 30' FOR .. RElMR . >>" FOR ., REeAR
eECURING WINDOW TO 6UCK 8TRIF8 FER
YOUR MANUPACTURE8 IN8TRUCTION TO MEeT
WIND LOAD AND COMPREe&ION RA TINGe FOR
YOUR JOe l.OCA TION. ALL ANCHOR 8CREWe
MU8T PENETRATE SLOCK WALl.. A MINIMUM OF
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8PACE 6ETWEEN BUCK AND WINDOW F~AME
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PLAN& AR! ENGINEERED FOR A MAXIMUM &TEMWAU- HIEIC.I4T OP -4 COUR~E& ( AFTER
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exACT &TEMUJAU- I-IEIGHT ISA&I! UPON 61tl CONDITION& FRIaR TO POI...IRING TI4I! FOUNDATION
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REQUIRED TO REVIB.U AU- FiNAL. CON&TRUCTION DOCUMENi& FOR COMPLIANCE LlJITl-4 THE!
DE&IGN INTENT PRIOR TO COMMENCEMENT 0fII TI-II PROJECT
ATTACI-l MINIMUM 3/4" P.T. SUCK eTRIP
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PER~MANCE! Cl-lARACi~I&T1C& AND APPROVW PRODUCT TEeTING ENTITY
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I.' TIME& TI4E DE&IGN L.OAD! TO TI4E ROUGI4 OPENING &UI!&TRATE!
IN&TAL.J.. AU- LlJINDOW6 AND DOOR A6&EMeLIE& PER TI4E! MANl.lFACT1.lPE! ANCOORING RI:COMMENDATION&
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LlJITI-l A&THA-6I&. LAP &PLICE& LlJI4ERE REQUIRE> eMALJ.. eEl A MINIMUM 011 2&" FOR ~ REeAR
30' FOR .. REeAR AND 3" FOR ., RE!!AR.
C.ROUT FOR TI4E POURED CEL.J..6 ANO LINTEL6 eMAU l-4AVE A MAXIMUM COJReE A<:iGREalATE 61ze
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CAUL-KED WINDOW FER YOUR
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LOAD AND COMPRE8810N RA TING8
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eulLDING CODe 2001. Ft.A&l-IING 6PECIFIC &ECTION 1&01.3,' CONTRACTOR OR OUJNER MU&T PROVIDE LlJITI-l
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OP T~I& &ET OP DRAWING6.
AU- a.I:CTRICAI- OUT\..ET& IN eATl-4ROOM&, KITCHEN, (UJITl-lIN 6' FEET OR &INK&)/ C.ARAGI! AND AT
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TI4E! NEARE&T VERTICAL. EDGE! 1& LlJITl-lIN A 2"'" RADIU& OF TI4E! DOOR IN A CLO&E>
PO&ITION AND LlJl.lO&E! eoTTOM EDGE! 1& Lf&& Tl-4AN 60' AeOVE! TI4E! FINI~ FLOOR OR
LlJAL.KING &URFACE
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(A) EXPO&ED AREA OP AN INDIVIDUAL. PANE! C.REATER THAN' ea. FT.
(e) eoTTOM EDG! LI:&6 Tl-IAN \&' AeovE 1'I-lE! FLOOR
(C) TOP EOC.! C.REATER TI-lAN ,." Aeov! TI4! FLOOR
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011 TI-Il! PLAN! OP THe C.LAZING
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INT~IOR &TUD WAU& TO ~E! OF 2 X -4 '2 &PRUC! ~ eETTER WITI-l &INGLE! 2 X .. P.T.
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LIVING 1380
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ARKAY ENC.INEERINCi INC.
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RICl-lARD L. KIDDEY P.E.
FLORIDA LICEN6E NUMeER )~6>
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