HomeMy WebLinkAboutBIN A-5 PERMIT 3580
~ : I
I~I 011
I~I 0"
LlNrt:L LOAD C~ARr ( I~" DEEP ,sECTION)
CLEAR e.PAN CONCRETE U LINT!::!. "POWf'I<" etEE'l. "POWERII eTEEL
eox LINTEL
I' - 6" 4~~' F'U= ( UNl=ILLE:D ) 1010 F'LP 1..-2 ~e6>S PL.I=
2' - 2" 34~!; F'LF ( UNFILLE:D ) e,(,26 F'LP L.-2 M~ F'LF
2' - ~" 2m PLF ( UNFILLED ) &2~6> PLF 1..-2 !?e4oa PU=
3' _ 2" 2332 PLF ( UNl=ILLE:D ) 4SOEJ. F'L.F 1.-2 4613 PLF
4' - 0" 1~3S PLI= ( UNFILLED ) 3S35 PLP 1.-2 36e~ PLF
4' - 6" 1624 Pl.t: ( UNFILLE:D ) 3154 PLF 1.-2 32~~ PLF
~' - 2" 213~ PLF .. 2146 PLF 1.-2 .. 2864 PI..F ..
6' - 2" 2211 PLF .. ma PLF L-2 .. 2400 PLF ..
" - 0" 1~~1 PLF .. 2025 PLP 1.-2 .. 2114 F'I.F ..
8' - 0" \123 PLl= .. 116~ PLF 1.-2 .. 2213 PLF ,.
~' - 2" 14a~ PLF .. 154& PI.F L.-2 .. l~a4 PLI= ..
10' - 0" 1354 PLF .. 1414PLF 1.-2 .. lal~ PLF ,.
10' - e" 1211 PLF .. \325 PLF 1.-2 ,. 1110 PLF ..
II' - 2" 1200 PLF .. )230 PLFllA .. 16~ PLF ..
Ii - 0" 1109 PLF .. Ilia JOLF L-2 .. 1&15 PLF ..
12' - a" 1044 PI.F .. 1116 I:>LI= 1.-2 .. 1436 PLF ..
13' - 4" 13ea PLF .. P 13a1 PLP l.,-2 .. 8>1. - I 1364 PLF ..
14' - 0" 1311 PLI= If P Inl 1::>1..1= [..-2 .. 8>1. - , 12~~ PLF ..
16' - 0" 11&2 PLI= .. P 104e PLF IA .. e.t. - I 1131 PLF ..
la' - 0" 1016 PLF .. P e2a PLI= 1..-2 If e.1. - I ~60 PLF If
\e' - a" ~11 PLF ,. P 110 PI.I= 1.-2 ,. eol. - I e.e3 P 1.1= ..
20' - 0" 816 PLF If P 62~ PLi= 1..-2 .. e.1.. - I i84 PI.l= ,.
12' - a" 1e~ PLF .. P :'23 PL!" 1.-2 .. eoL - I W6 PLF If
Del.. 2 X 12 ~ PINE 6EAM
WITH ONE l..AYER V211 PLY
WOOD IN CENTER
CORNER 6LOCi<. COLUMN
. " 4" AF,F. OF PORCl-1
WITH 12" WOOD 6EAM . TOP I'
l< (l,) $IMP~Pi't "He;1tw
sff",AP $
CORNER 6LOCK COLUMN
. ,. 4" A.F,r. OF PORCl-1
WITH \2" WOOD 6EAM . TOP , I
& (-E) 5IMfSf)M tI~erAU>
51'rt-A ~ S
061.. 2 X \2 ~ PINE 6EAM
WITH ONE l..A Y\:R 1/211 PI. Y'
WOOD IN CENTER
~lf :::::::::::::--------------------------
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POCKET 6EAM INTO WOOD WALl-
ON 061. aruo PACK. affiAP AT
eOTiOM WITH (1) elMPeON 1. TT20a
ANCHOR ANO arRAP Ar TOP
WITI-! (1) elMPOON L8TA24 erRAP
EACI-! elDE OF eruD PACl<.
61MPWN Mel-lA3.S/tl.2S' OR EQUAl..
I-lANGt\:R eecuRED TO WAU. OOING
'/4" >< &" ANCI-1OR aOL T AT All..
6EAM TO 6LOCl<. LOCA fION&. eoL T
TO 6E S S/&' FROM EIXiE OF 6LOCl<.
WITH MINiMUM ~ pel POURED CELL
61MPWN M6HA3,$1l1.2&' OR EQUAl..
I-lANGtER eeCURED TO WALl. OOING
'/4" >< &" ANCHOR 60LT AT All..
eEAM TO eLOCK l..OCAT10N&. eoL T
TO 6E! 5 ~/&" FROM EDGE OF 6LOCl<.
WITH MINIMUM ~ P61 POURED CELl..
OPTIONAl- PORCI-4
PORCH e.LA6 4" eELOW
HOueE FINJeH Fl..OOR
OPTIONAL PORCI-4
PORCH e.l..A6 4" BELOW
HOU6E FINIe.H FLOOR
()
N
()
N
1/4"
11
0"
t:=LOOR PLAN 1/4"
11
0"
FLOOR PLAN
-
-
-
-
l~' 0"
I~I 0"
" - DENOTEe .& RESAR X CONT. Pl..ACED IN BOTtOH COURe.S AND
1611 DEE? BEAM r'OURro eOLlD WITH 2;00 Pe-l CONCREte.
CORNER 6LOCl<. COLUMN. ,. 4'
A.F,F. WITH 12" X 24" X 24" PAD
Wln1 (3) .5 REBAR EACH WAY
TIED TO RESAR IN COLUMN
CORNER 6LOCl<. COLUMN . " 4"
A.F,F, WITH 12" X 24" X 24" PAD
WITH (3) .5 REBAR EACf-l WAY
TIED TO RE6AR IN COLUMN
.. P - DENOTEe PRE eTREe.e.ED U liNtEL WItH .S REl'MR X CO NT.
PLACED IN BOTTOM COURe.S _ 16" DEEP BeAM r'OURED e.OLlD
WiTH 2WO Pe.l CONCRETI:
.. y :
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- - - -...
NON LOAD BEARING e.LA6 EDGI:
,. ----,
NON LOAD BEARING e.LA6 WGe
.f 5 - DENOTEe IN BOTiOM COURe.e . (6) . ~ I 16" e.MOOTI-l e.TIRRUPe,
At ell OC AT EACf-l END IN A 16" DE!::? E'iEAH POURED e,OLlD
uJlrI-l 2::'00 Pe.l CONCRETE
.H:
. I
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I
all x a" x I~'I KNOCK OUT SLOCK
TOP COAReE WIT~ 1 *r, ~ORllONT AL
Rl::aAR TII::D TO ,6.lL VERTICAL RODe
811
fc-=-~ J
,;-4~
~
PORCti e.LA6 4' BELOW
Houee FINIe.1-l FLOOR
()
o
PORCH e.l.Ae 4" BELOW
HOU8>E FINlel-l FLOOR
~
60X ~HEt:L L1NTEle OVER ALL WINDOW
AND DoeR OPHNINGe, NO liS REBAR
RI::QUlRE:r:> ON BI::AMe UP TO 24'0'1
WIT~ NO t'10REE T~AN ~O~LBe PLF
oprlONAL POWl::R eox L1NTt::L OEf AIL
ReAR eLOCK LUAU- OF ~OMe
ReAR BLOCK WALl. OF !-lOMe
FOUNDATION PLAN
1/4"
-
-
11 0"
1. 0"
1/4"
F=OUNDA rlON PLAN
-
-
a'l x a" >< I~II KNOCK OUT aLOCK
TOP COAReE WITH I *~ HORIZONTAL
RE:6AR TII::D TO ALL VI:RTICAL RODe
a"
i ~~i~'/ a" x a" x !~" KNOCK our BLOCK
~i) ," ~ OVER POWER eiEEL LINTELe, WITH
- .. '. ~ I EACH .S REBAR IN THle COAReE
o Wl-iEN oP.D,N OF LINTEL 10 OVER 12'4"
~IMP50N MeHA3,!5&/11.2!'>" HANGER 3/~,u A30' ANCI-1OR 601.. T !'> !'>/a' FROM OF EDGE
OR EQUAl.. FILl.. ALL NAIL ~OLEa ~ I OF eLOCK WALL WITI-! MIN. 6' EMeeDDED
TO 6EAM WITI-! 10D X I \12 TYPICAL IN '000 Fel CONCRETe r:.ROJT '
TRU6a NAIL5
12
&~
FILLED CELl.. (ryp)
a' CM'J WI 3000 pel
CONe . LINTEL. UJI
I .!'> ~ MIN, LAP 30'
6l- 2 X 12 "2 PINe 6eAM WIT~ ONE
LAYER :12' COX iN CENTER
OPTIONAL POWER erEEL LINtEL DETAIL
eM/WALL CONN
~r
--'1-
all >< al/ x !~'l KNocK OUT BLOCK
TOP COAReE WITH I *s HORIZo~n AL
REBAR TIED TO ALL YEHTICAL ROD~
~~,/
.-- ~..
. ' .
'':0
OPTIONAL er ANOARD f}R~CAer PEr AIL
ARKAY eNGINEERING INC.
eTRUCTURAI.. e:NGINEs<e
1/4"
-
-
110"
61DE EL~VArION
~-
a" PRECAEH LINTEL BLOCK
OVER ALL Of>ENING~, I EAC~
*s R!::eAR IN Tl-il€> COARe~ Wl-iEN
oPAN OF L.lNTE:L OVER S'21t
THE CLIENT UNDERoTANDo Ti-1AT THE DEelc.NER CARRIE5 NO LIA6ILITY' i:'lOORANCe AND Ti-1!:.REFORE
Ac:.REEe TO f-lOLD f-lARMLE5o, IDEMN:FY, AND Dl:FENO DEelc.NER FROM AU. c(LAIMo, LoeeEe AND
EXPENeEe (INCLUDING REAeONAaLE ATTORNEY FEEe) ARIe.ING our OF OR REOO!.TING FROM THE
PROJECT, THE DEelc.NER WILl- IN GOOD FAIT~ ATTEMPT TO PROYIDE E!'i:!<OR FREE CONeiRUCTION
DRAWINC.e, BUT IN THE EYENT ERRORe OCCUR THE DEe.IGNER WILl- NOT BE LlA6LE FOR coeT OF
REPAIRe OR DELAY TO THE CONarRUCTION
REARELEV A TION
1/4"
RICHARD L. KIODeY' p,e.
FLORIOA Llce:N8>e NUMBER ~'2~~
I HEReY' CEr<TIFY THAT THE8>1! pl.ANe AND e.PECIF1CATIONe
WA& f:>Rl:;PARED BY MI: OR UNDER MY' DIReCT e,uP\::RVI&ION
ARE IN COMPLIANce WIT~ THE FLORIDA eUILOING CODE 2001
FOR 110 MPI-I ( 3 e.eCOND GU&T ) WIND ZONe - eo MPH MeTE&T
e.PEEO
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1 OF :2
ARKAY -1tP17
P~A} Il.-~t,-ff=
35f6
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GENERAL NorEe:
THIO BUILDING HAe BEEN DEelGNED TO CONFORM TO THE FLORIDA BUILDING CODE ~001.
ARKAY ENGINE~ING INC, A REGleTeRED I-ICt:Ne.!:D, FLORIDA PROFEe.e.IONAI- etRuctuRAL
ENGINEmING COMPANY, HA6 APPLIED" RATIONAL ANAL YOlO" FOR THe OTRUCr\.JRAI.. DEOIGN
OF THIO 6TRUC'tURe
THE eUILDING ( INCLUDING ALL COMFONENTe AND CLADDINGe ~ALL eE DEelGNED FOR 11-\E
FOLLOWING e.UPERIMPOe.ro LOADO
FLOOR!),
LIVII LOAD& . 40 ?~.II.
eMO L.OAD& . 10 P,6.1I1
'-;1-'1~.'.:AUc. ~,-~t..;1
I-Ive LOADe . W p.e.F.
DEAD LOADO - 10 p.e.F.
ROOF,
WIND,
LIve 1-0ADe (TRUee TOP CORD) . 20 p.e.F.
DEAD LOADe (TRUee TOP CORD) . 10 P.O.F. 18 p.e.F. lUHEN Tile ROOfl INOTALLED
Live LOAD (TRue-e eOTTOM CORD) . 10 p.e.l=.
AOOUMED TRue.O eELF WEIGHT ( DEAD LOAD) - 1 p.e.F.
eUILDING Ie DEelGNED TO CONFORM TO Aece 1-~8, CHAPTER 61 PER FLORIDA eUILOING
CODE ~001 6ECTION IW6.!.!
WIND DEelGN Aee.uMPTIONe,
OOILDING EXPOe.uRE . a
aUlLDING IMPORTANce FACTOR . 1.0 ( CATeGORY II )
MEAN ROOF HEIGHT 30' OR I-Eee
HEIGHT. EXpOeURE! ADJUeTMENTe COEFFICIENT. 1.0
ENCLoe.ED eUII-DINC,
INTERNAL PREe.e>URe COEFFICIENT. . / . 0.18
eEE! WIND ePEED INFORMATION eTATED ON PLANe
eOIL. 6EARING . COMPACTION:
TI.u::e.e FLANe WERE DRAWN eAe.ED UPON AN AUOWAel-e WIL eEARING CAPACITy OF
~000 p.e.F.( MINIMUM) THE CONTRACTOR/PROPERTY OWNER Ie REeFONeleLI! FOR VERIFYING
THAT THE eOIL ON THE elTE Ie PROPERI..Y PREPARED AND COMPACTED eUCH THAT IT CAN
e.UPPORT A ~OOO p.e.l=. FOUNDATION LOADINC,
ARKAY ENGINEERING INC. A REGleT~ED LICENeED FLORIDA FROFEeOIONAL etRuC'tURAL
ENGINEERINC, COMPANY, DEelGNED THEee FOUNDAT10Ne WITHOUT VIe.lTING THe CONeiRUCTION
em: NOR PERFORMING ANY OOIL TEeTING
ARKAY ENGINEERINC, INC ~AI-L NOT ee RE6FONeleLE FOR TH!: en!: eOIL ..1.13 IL.l iT' TO e.upPORT
THe eUlLDINc, LOADe
FOUNDATION . 6L.A6 - ON- GRADE NOTE6 :
OOII-DING elTS eHAl-L ee eCRAPED TO REMOVE AI-I.. ORGANIC MATERIAI-e,.
ANY ADDITIONAL FILL. PLACED ON THE eUILOlNa. PAD AREA, 6HALL eE COMPACTED
e.UCH THAT IT CAN ADEQUATEl...Y e.UPPORT A ~OOO p.e.F, FOUNDATION LOADING, 6l-Aa
eI1Al-L eE PLAce OVER A 0 MIL. VAPOR eARRtER ON CLEAN ADEQUATELy COMPACTED
AND TJ:::RMITE FOleONED eOIl...
CONCRETe UTILIZro IN THe FOUNDATION AND e.LABe. eHALL f-lAVE A MINIMUM ~<) PAY
COMPREeelVS eTRENGTJ.I OF ~~OO p,e.F.
REINFORCING eTEEL eHALL ae GRADE! 40 MINIMUM AND IDENTIFIED IN ACCORDANce
WITH AeTM A .~". LAP e.pl-lc!::e, WHERe REQUIRED eHAU eE A MINIMUM OF ~;;" FOR
I:; REBAR , ~" FOR ~6 REBAR . >:;" FOR .., REBAR
PLANe ARe ENGINEERED FOR A MAXIMUM eTEMWAI-L 141:1GHT OF 4 COUReEe ( AFTIO:R
FINAL. elTS GRADING) THe CONiRACTOR OR eUILDINC, OWNER eHAU. DeT~MINa TI4E
EXACT eTEMWALL HEIGHT eAeE UPON em: CONDITIONe PRIOR TO POURINC, THE FOUNDATION
AND CONTACT ARKAY ENGINEERING lUHEN MORE THAN 4 COURee ARE! REQUIRED
A FOUNDATION eURv5'T' 6HALL. 6e PERFORMED AND A COPY OF THE e.uRV5'T' eHALL 6e ON elTE!
FOR THE! eUILDING IN6FECTORe ue.E , OR ALL PROPERTY MARKme eHALL BE r::xp06ED AND A
eTRING eT'RECTED FROM MARKER TO MARKER TO VeRFIY REQUIRED eeT eACKe
MA60NRY WALL.e:
CONCRete MAeONRY UNIT eHAU ee HOl-lOW UNIT MAeONRY IN ACCORDANce WITI-! A&TM C.OO
AND eHALL HAve MINIMUM F'M OF 11,;00 P.I>.!.
MORTAR el1AU CONFORM TO AeTMC .210 AND eHAU ee EITHER TYpe M OR e
REINFORCING aT!:!:!. et~ALL eE! GRADe 40 MINIMUM AND IDENTIFlro IN ACCORDANCE!
WITH AeTMA-6". LAP 6pLICEe I.LIHeRe REQUIRED eHALL. ee A MINIMUM 01= 2~n FOR ., REEMR
30" FOR '6 REeAR AND 35" FOR .., REBAR.
C,ROUT FOR THE POURED CELLa AND LINTae eHAU HAve A MAXIMUM COURel! AGGREGATe elze
OF 3/8" PLACED AT /) TO II INCH aLUMP AND !-lAve A MINIMUM 28 DAy COMPRE~lve eT'Rt:NGTI-! OF
2000 p.e.I, ( WI4EN TE&TED PER AeTM C-IOI'3 )
PROVIDe CL.EAN OUT OPENINGe ( 12 ea. IN. ) IN CELLe CONTAINING aPLlceD REINFORceMENT. WHt:N
THE! C,ROUT POUR EXCEEDe , Ff;:E:T IN HEIGHT
ROOFING 4 FL.A8HINGe:
ROOFINC, eyeTEM AND FLAeHING Ae eTATED IN pl-ANe MueT CONFORM TO CHAPTeR" OF THe FLORIDA
eUILDING CODE! 2001, FLAeHING epECIFIC eecTloN 1~1.3.'3 CONiRACTOR OR OWNER MU&T PROVIDE WITH
PLANe ePECIFIC PRODUCT INFORMATION OETAII-ING INeTAUAT10N OF PRODUCT TO MeET WIND DEelGNe
OF THle eeT OF DRAWINGe.
TIM6ER MA TERIAL6:
ALL TIMeERe MAT~IALe eHALL ee Ae FOLLOwe,
I-VL. eEAMe eHAI-L. ee (/.eE:) MCAl-LI&TER 1-'11.. MATERIAl-e MANUFACTURED ay TRuee JOle1
MACMILLAN ( OR EQUAL)
LUMeER UTILllED IN 60TTOM PLATS, TOP PLATJ:::O ,PoeT, eTUDe pACKe AND e$A,Me
eHALI.. eE t2 YELLOW PINE (OR eetTER) .
EXTERIOR AND INT~IOR I-OAD eEARING eTUDe eHAI-L. ee t2 ePRUCE ( OR eSTTER)
ALl.. OTHER eTUDe eHALL ee "e'tUD GRADe" e.pRUCE! epAce 16n OC. AU ePLICe& AT
TOP pL.ATe MLJeT ee MINIMUM 4'0" AND NAIL!:D 4- OC WIT~ 12D COMMON NAILe
peL. PoeT eHALL ee (1.~E:) PARALLAM pel- MATERIALe MANUFAcruREe ay TRueeJOleT
MACMILLAN (OR EQUAl-). eEE PoeT OOPPORT TAel-E FOR l-OAD VAI-Ue&.
EXT!:.RIOR WALLe eHALL. ee CONeTRUCTED WITH In" PI.. YWOOD OR '/16- 0.e.6. ( 2-M-UJ RATING) NAIL.ED
WITH eoD NAILe e.PACE AT 3" OCALONC, AU HORIZONTAL JOINTe AND EDc,ee,~. OC ALONG AU VERTICAL
JOINTe AND EDGEe AND 12" OC ALONC, AU INTERMEDIATE! eruDe
AT OPENINGe !;I'O" WIDe OR LARG!:.R eTRAP HEADER eEAM TO THe HEAD!:.R eTUDe WITH (2) uep OR elMpeON
LeTA~4 6TRAP TIEe AT EACH END OF HEADER eEAM. ANCHOR aOTTOM OF HEADER eTUDe TO FOUNDATION
WITH uep OR eIMPe.ON HTTI6 TENe.ION TIE:,
INT!:.RIOR eTUD WALLe TO ee OF' 2 X 4 t2 ePRuce OR aETTER WITH elNGLE 2 x 4 P.T.
PINE eOTTOM pI-ATe AND elNGLe 2 X 4 t2 ePRwce TOP PI-ATE WITH eTUDe ePAcro
MAXiMUM 24" OC. WAI-Le TO HAve 1/2" c,ypeUM eOARD eACH eIDE, I.LIIT~ WALLe AT
GARAc,e TO HAVE MINIMUM R-II INe.uL.ATION
ANCI-!OR WOOD eHEAR WALLe eEGMENT& TO FOUNDATION WITH elMPWN l- TT20a TENelON TIE AT EACH
END OF I.LIAU e.EGMENTe AND AT ANY WAI-L eEGMENT INTEReECTION ( 6UILDING CORNERe)
ALL PLUMaING, aECTRICAI.. AND MECHANICAl.. ROUGH INe MU&T ee COMPLI:Te, INePECTED AND APPROVED
PRIOR TO REauEeTINa. THE! FRAMING INeFECTION.
IF' DeeIRED, !:QUIYALENT CONNECTORe MADe ay ANOTHER OOPPL.IER MAY ee ue.ED IN PLACe OF THe
wep OR elMpeON CONNECTORe eHOlUN
ti-Je CLlt:.NT UNDt;:R6TAND& TI-IAT THI: Dl:6ICoNt;:R CARRIl:6 NO LIA81U1Y INe.URANCl! AND tHt;:Rl:foRI:
ACoREEe 'TO I-lOLD I-lARMLEe.e, IDEMNIFY, AND DefEND DEelc,NER ~OM AIJ.. CLAIMe, LOe.eE& AND
EXPt:.NeEe (INCLUDING REAelONABLE! ATTORNey FEEe) ARle.ING OUT OF OR R!:.eULTING FROM TI-IE!
PROJECT. THe D!:6ICoNER WILL IN GOOD FAITH A1TEMPT TO FROVIDe ERROR ~Ee CONe.TRUC110N
DRAI.l.JINGe, aUT IN 'THE EVENT ERRORe OCCUR tHe DEe.IGNER WILl. NOT 6E LIAaLE FOR coeT OF'
REPAIR6 OR DaAY TO THE! CONeTRUCTION
eOIL TERMITE TREATMENTs
INITIAl. eoll. FOleONING TREATMEN'T e.HALI.. 6e DONE AFTER Al.l. exCAvATION
eACKFllLINC, . COMPACTINC, ARE COMPLEte (PER Fec 1aI6.I.D
ANY eoll. DI&1\lRero AFTER THe INITtAl. TREATMENT eHALL e!! Ria TR!:ATED
( INCLUDING ANY eOXED OR FORMED AREAe) (PER F6C la16t2.)
aOXED AREAe IN THe CONCRETe e.LAa FOR IN&TALLATION 01" TRAFe ~AU e!! MAD!!
WITl-l PERMAMENT MeiAl.. OR PLAeTIC FORMe. PERMAMENt FORMe HueT el! 011 AN ADEQUArI!
a.IZB . OEPTH TO el.IMINATB ANY DI&tu1'CE3ANCB OF THE eolL. AFTER il-ll! INITIAl.. T'REATMENT
(plift fee 1/)16,1,3)
~ M',,'l'-!U''''l ~, ~"J. v~.f:;C~ ~J.:?PI~ "'1l,I?>"I' ~t 1~~aiAI)_m TO ~~O'ti:C"l' .~~IN~T iQAIt-'i=AL!.
DILUTION IF RAINFALL OCCURe aEFORE VAf'OR 6ARRIER PLACEMENT, RE TREATMENT eHALI.
aE REQUIRED (PER Fec 1~16.I.o4)
AU OOll..DINGe ARE REQUIRED TO I-lAve A PRe CONOTRUCTION TERMITe TREAT1'1ENT
(PER FeCI~16.1.')
AFTER AU WORK Ie COMPLETe ANy Looee WOOD AND FILL MUeT ee REMOVED FROM
eaow AND WITH IN 12' OF THE OOILDING. THle ~ALI. INCLUDE AU GRADE eTAKEe TUa
TRAP ao><:E&, FORMe, e.HORING AND ANY OTI-lER ceUULOee CONTAINING MATERIALe
(PER FeC 230). t.3)
NO WOOD VEGETATION, &iUMp&, CARDeOARO, TRAeH, ETC, el-!ALL ae eURIEO I.LIITHIN I!' 0'
OF ANy eUILDING OR PROP06ED OOIl..DING (PER Fee 23031.04)
ANY CONCRETe OVER POUR MORTAR OR &tuCCO MATeRlALe ALONG THe FOUNDATION PERIMeTER
MueT ee REMOVED PRIOR TO EXTERIOR eoll. TREATMENT (P!:.R Fee laI6.1,')
EXTERIOR WIL TREATMENT MU&T ae APPL.IED UND!:.R AI-L. EXTERIOR CONCRETe OR GRAPe
WITHIN 12" OF TH!: eTRuc'tURe elDe WALLe (PER Fee laI6.1.Eo)
AN exTeRIOR VERTICAL CHEMICAL eARRleR ~HALL ee INeTALLEO AFTER CON&TRUCTION Ie
COMPleTE ( INCLUDINC, LANDeCAPING AND IRRIGATION) ANY 0011.. PleTUReED AFTER THe
VERTICAl.. aARRIER Ie APPLIED, eHALL ee RETREATro (PER Fee 1~16.1.6)
IRRIGATION / 6PRINKLER eyeTeMe INCLUDING AU RIe.eRe AND ePRAY HEADe e.I-lALI.. NOT ee
INeTALLED WITH 12" OF THe aUILDINC, elDEWAue (PER Fee 1503.04.04)
CONDENeATe AND ROOF DOWN epOUTe DleCHARGE! AT LEA&T 12" AWAY FROM THE eUILDINc,
elDe WALL.e (PER Fec 15O~.4.4)
THE D!eTANCe FROM THE exTERIOR WALL. COVERING ( exCEPTIONe, PAINt AND DECORATIVE
CEMENTIT10U& FINleH LEee THAN '/~' THICK ADHERED DIRECT!.Y ONTO THe FOUNDATION UJALW
AND FINAL. EARTH c,RADe eHALL. NOT ee LEee TI-lAN o' TO ALLOW FOR INePECTION FOR FU'tURE
T~MITe INFEOTATIONe (PER FeC 140).1.E>)
A · CERTIFICATe OF COMPLIANce" eHALL. ee lee.uED TO THe OOILOINC, DEPARTMENT ay A L.ICENe.ED
PEeT CONTROL. COMPANY eEFORE! A · C!:.RTIFICATE OF OCCUPANCY WILl.. ee lee.UED. THE! CERTIFICATE
eHAU eTATE, (PER FeC 1~1!;I.l.')
" THe eUIl-DING HAe RECeiVED A COMPLETE TREATMENT FOR THe PREVENTION OF ooeTERRANEAN
TERMITE~. THe TREATMENT Ie INACCORDANce WITH THe RULEe AND LAwe OF THE FLORIDA DEPARTMENT
OF AGRICUL. TURE AND CON6UMERe eERV1CEe
A PERMAMENT 61C,N THAT IDENTIFIEe THE TERMITe TREAT1'1ENT PROViDER AND NEED FOR Re iN6PECTfON
AND iREATMENT CONTRACT R!:NEUJAL eHALL ee PROVIDED. THE elGN el-lALL eE pO&TED NEAR THE WAT!:.R
I-lEATER OR ElECTRICAL PANEL (PER FeC 104.2.~)
TRueeee:
IF THE CONTRACTOR, TRuee MANUFAC'tURe OR ANY OTHER DEelGN PROFEe.eIONAL. REVlee THe
iRuee eyeTEM L.AYOUT FROM Tl-loe.e eHOlUN ON THEee pL.ANe ARKAY t:NGINEERINC" INC Ie
REQUIRED TO REVIEW ALL FINAL CON~iRUCTION DOCUMENTe FOR COM PI-lANCE WITH THE
DEelGN INTENT PRIOR TO COMMENCEMENT OF THe PROJECT
eXTERIOR WINDOW€> . DOORe:
AU exT~IOR WINDOWG . GLAee DOORe OR ENTRANce DOOR eHALl.. eE TeeTW IN ACCORDANCE WITI-l
ANWAMMA/NWWDA IOVI62 eTANDARD AND eEAR AN AMMA OR UJDMA LAea IDENTIFYINC, THE MANUFACTURe
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ALL MUlL.IONO AND ADJAcENT DOORlUJINDOW Aee.EMeLIEe ~ALL. ee TEeT OR ENGINEERED TO TRANeFER
1.5 TIMEe THe OEelGN L.OADe TO THE ROUGH OPENING e.ueeTRATE
INeTAU ALL. WINDowe AND DOOR AeeEMel-lEe peR THe MANUFACTURe ANCHORINC, RECOMMENDATIONe
TO ACHIEve THe DEelc,N PREe.e.uR!:.e 6PECIFIED
ELECTRICAL, FL.UM6ING, 4 MECHANICAL.s
IN ACCORDANCE WITH CHAPTER 4'1.003 (2) (1) 01" THe FLORIDA ADMINleiRATlve CODEI aECTRICAI..
PLUMaINc, AND M!:.Cl-lANICAL &yeTEMe el-lAU ae DEelGNED ay 11-\1: Reef'ECTlvE CONTRACTOR TO
M,f:ET AU APPL.ICAeLe CODEe. THE! aeCtRICAL., PLUMalNG AND MECHANICAL. eyeTeMe DRAUlN HERON
ARe aAee UPON A Deelc,N PROVIDED ay THe OWNER TO ADDREee HI&/HER REQUIREMENTe.
AU a.eCTRICAI.. OUTLET6 IN aATHROOM&, KITCHEN, (WITHIN 6' FEET OR eINK&), GARAGE AND AT
EXTERIOR LOCA TfONe ~ALL ee WIRED INTO A GROUND FAULT INTERRUPTER "GFf" CIRCUIT
AU aECiRlCAI.. OUTL.ere IN eEDROOMe . Flx'tURee eHALL ee WIRED INTO AN ARC-PAUl. T INTERRUPTER
"AFI" CIRCUIT
eMOKe DeTECTOR& eI-lALL. ee PLAce IN EACH eEDROOM AND
IN HAU WAY AREAe ADJACENT TO eroRooM AND OTHER LIVING
AREAG
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THE FOl-1-0WING el-lAU eE CONelOERW epeelFIC HAZARDoue LOCATION FOR THe PURpoee OF
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(2) GLAZING IN DOORe AND ENCLoeURee FOR HOT TUee, WHIRL.POOLe, eAUNA&, eTEAM
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FoemON AND WH06E eOTTOM EtX!tE! 1& LEe& THAN 60' ABOVE 11-\e FINIet4 FLOOR OR
WALKING eURFACe
(4) GL.AZING IN AN IND/VIDUA/.. FIXED OR OFERAeLE! PANE/.. OTHER THAN THOee L.OCATIONe
DeecRlaro IN ITEMe (2) AND ()) AeovE . THAT MEETe AU OF Tl-le FOLLOWING
(A) EXPOeEl' AREA OF AN INDIVIDUAL PANe GREATER Tl-lAN '3 eQ. F'T.
(a) eOTTOM EDGe Le&e TI-lAN 1&" AaovE THE FLOOR
(C) TOP EDGS C,REATER THAN ~6" AaovE 11-\e FLOOR
(D) ONe OR MORE I.LIAI..KING e.uRFACEe WITHIN ;on HORIZONTALL.Y
OF THE FLANE OF THe GLAZING
DRAFT8TOFFINGss
IN elNGL.e FAMII.. Y DWEU.INGe, DRAFTeTOPPINGe eHAI-L. ee PROVIDED ( PARAUEL. TO THe MAIN
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eHALL. ae CONeTRUCTED e.ucH THAT THe FLOOR / CI:ILINC, AeeEMeL5'T' Ie eROKEN UP INTO TWO OR MORE
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ATTIC ACCee6:
ATflC epACEG el-lAU ee PROVIDED WITH AN INTERIOR Acceee OPENING NOT LEee THAN
22")(36'. Acc!:.ee OPENINC, e.HAU ee ACCEeeleL.e AND PROVIDE WITH A LID OR DEVice
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THe A'tTIC, IT e.l-lALI.. eE! IN&TAUED IN ACCORDANce WITH MECHANICAL CODE.
ACCEe.e Ie NOT REaulRro WHEN THe CLEAR HEIGHT OF TH!: ATTIC eFAce , MEAel.lRED
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El'~GINEER'6 NOTEG:
PAGEl
ALL WORK 15 TO SE COMPLETED IN ACCORDANCE WITH
THE FLORIDA BUILDING CODE
1) THE SAelC DEelGN WIND ePEED " 110 MPI-i (3 eECOND ~Ue,T)
2) TI-iE iMPORTANCE FACTOR.. 1.0 ( REeIDENTIAL.)
3) THE EXPOeURE CA TEGOR'Y " S
4) THE INTERNAL PRE66URE COEFFICIENT = fl. 0,18 (ENCL06EO)
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ROOF lONE
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2) +10 -29
3) +10 .29
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NOTE: THE MANUFACTURER OF THE WINOOW5 AND OOOR6 ARE
TO CERTIFY THEIR ASILlTY TO WITH5T AND THE ePECIFIED
OEelGN WIND PREeeURE RE5UL TING FROM THE 110MF)H
WIND oPEED AND eUPPL"( THE CONTRACTOR WITH INeT ALLATION
ePECll=lCA TIONo. ALL W!NDOW& AND OOORa ARE to se
INSTAllEO PER MANUFACTURER'!? SPECIFiCATIONS.
1 T I I 1 T 1 T I T I I I I I T 1 T I T r I L J I T I T I T I I I I T T 7
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CODE, NA TIONAL ELECTRlC CODE A.'\L
CITY OF ZEPHYRJUlLS ORD]}iA.o'\CES
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TI-4E CLIENT UNDER5T AND& THAT TI-1E DE5!GNER CARRIE5 NO LIABILITY INSURANCE AND THEREFORE
AGREE5 TO HOLD HARMLE56, IDEMNIFY, AND DEFEND TI-1E DESIGNER FROM ALL CLAIM5 L065E5 AND
EXPENSE5 (INCLUDING ATTORNEYS FEE5) ARI51NG OUT 01== OR RE5ULTING FROM THE PROJECT.
TI-1E DE51GNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CON5TRUCTION DRAWING5,
IN TI-iE EvENT ERRORG OCCUR TI-iE DE51GNER WILL NOT BE I-iELO LlASLE FOR TI-iE C05T OF TI-iE REPAIR5
OR DELAY TO Tf-.lE Joe, Tf-.lE CONTRACTOR NEEDS TO VERIFY ALL INFORMATION,
GTEP~ANIE dnd JAGON MOoG
DAVID w, eMITt-t P,E:,
FLORIDA LIC,4' S3~08
362-&21.0866 OFFtCE 362-621-08bl FAX,
990~ WALLA TON DRIVE DADE CITY ,FLA, 33525
I HEREBY CERTIFY H4AT I HAVE REVIEWED TI--H5
PLAN AND t:OUND IT TO BE IN COMPl.IANCE WITH
THE FLORIDA BUILDING CODE 6ECTtON t~o~
FOR THE 110 MPH ( 3 eECOND GU6T) WIND lONE,
DAVID W SMITH PE~ 53b08
SCAL.EI 1/411 . 1'..0"
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DESIGN 6ERVICE5 INC,
3&2-588-2342
P 0 60X 1325 5AN Al'-lTONto
FLA, 33S1b
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ELECTRICAL PLAN
ELECTRICAL NOTE5
I) IN ACCORDANCE WITI4 CHAPTER 411,003 (2) (I)
OF TI-4E FLORIDA ADMINISTRATIVE CODE ELECTRICAL
PLUMSING, AND MECl-iANICAL 6YSTEMS 6~ALL SE
DE61GNED BY TI-4E RESPECTIVE CONTRACTOR6 TO
MEET ALL APPLICABLE CODE6, T~E SYSTEMS DRAWN
~ERON ARE SA6ED UPON T~E ~OMEOWNERG
REQUIREMENT5,
2) ALL ELECTRICAL OUTLET6 IN BEDROOM5 oHALL BE
WIRED INTO AN ARC-FAULT INTERRUPTER IIAFI11 CIRCUIT,
3) SMOKE DETECTOR5 6~ALL BE PLACED IN EACI-4
BEDROOM AND IN I-4ALLWA Y AREAS ADJACENT
TO SEDROOM AND OT~ER LIviNG AREAS
( 5MOKE DETECTOR PER 6t=CTION ~05.2,&)
T~E 6UBCONTRACTOR5 FOR THE V ARrOU5 TRADE6
WILL NEED TO VERIFY T~E REQUIREMENT5 NEEDED
FOR Tj..iE ADDTIONAL AC, ELECTRICAL,AND PLUMBING,
T~ESE ARE ALL NON-5TRUCTURAL COMPONENT6 OF
TH!6 5TRUCTURE AND DO NOT NEED TO BE VERIFIED
WITH TI-4E ENGINEER OF RECORD FOR T~IS PLAN,
DAVID w, eMIT~, P,E,
FLORIDA LIC,~ 53608
352-&21-0865 OFFICE 352-521-0861 PAX.
9909 UJALL4e.(ON \ i<1~~DADE CITY ,FLA. 33&2&
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c;e APPROX LOCATION OF
1/2" GO-SOL T5
5TEP~ANIE and JA60N MOo€;
5442 <ath GTREET ZEPt4YR~ILLG FL
EAoT PA6CO COUNTY
BECAU6E T~16 IG AN ADDITION IT WILL BE T~E
RE5PONGISILITY OF ALL 5US5 AND GUPPLlER5
TO VERIFY ALL INFORMATION IN Tl-4E FIELD
BEFORE ORDERING ANY MATERIAL OR STARTING
ANY WORK,
6EE THE 61MP60N 6TRONG TIES CATALOG
FOR ANY ADDITIONAL INFORMATION ON ANY
OF Tj..iE 61MPGON FA5TENER5 5PECIFIED ON
THI6 PLAN,
CATALOG C-2004 EFFECTIVE 1 I I / 04
, .....___'~~,_,____,~__o__
I ~EREaY CEF<TIFY T~AT I I-4AVE REVIEWED T~15
~L.AN AND FOUND Ii 'TO as IN COMPI-IANC~ WITI-4
THE FLORIDA BUILDING CODE SECTION 1606
FOR T~E 110 MPH ( 3 6ECOND GU6T) WIND lONE,
DAVID W 6MIT~ PE~ 53608
eCAL.5. 1/4" . II~OIl
DA TE:: 10 I 6 / 04
THE CLIENT UNDER5T AND6 THAT THE DE51c;NER CARR/Eo NO L.IAS/LITY INoURANCE AND THEREFORE
AGREE5 TO ~OLD l-iARMLE5G, IDEMNIFY, AND DEFEND T~E DE5tC1NER FROM ALL CLAIM5 LoeeE5 AND
EXPEN5E5 (INCLUDING ATTORNEY6 FEE6) ARI61NG OUT OF OR RE6ULTING FROM THE PROJECT.
THE DE5/GNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CON6TRUCTION DRAWINc;6,
IN Tl-iE EVENT ERRORS OCCUR T~E DE51GNER WILL NOT BE ~ELD LIABLE FOR Tj..iE C05T OF Tl-iE: REPAIRS
OR DELAY TO T~E Joe, T~E CONTRACTOR NEEDS TO VERIFY ALL INFORMATION,
1/2" COX OR 056 (32/24) eHEA THING NAIl-ED LUITH ad COMMON
NAIl-5 ~Il OC IN ALL AReAe EXCEPT A5 NOTED IN Tl--te GA6Le
ENDS AReAe, THE5E AREAS ARe TO 6E NAILED 3" OC. 1
a'-oll
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ALL PERMANENT 6RACING OF TI--tE TRue6Ee
WILL 6E FURNle~ED 6Y T~E TRuee COMPANY.
NAIL 2x BLOCKING BETWEEN TRUS5E5 IN ALL
AREA5 THAT A PLY-CLIP CANT f3E APPLIED,
FI6RGLAee eHINGLEe INeT ALl-ED
AS PER MANUFACTURERS epgCS
NAIL 2x SLOCKING SETWEEN T~E TRueeES
AT ANY LOCATION THAT A PL YCLlP WONT WORK
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NAIl- THe DIAGONAL 6RACE INTO THE TOP CHORD
OF THE ROOF TRuee AND TI--tE 60TTOM CHORD AND
THE VERT WEB5 WHERE Poeel6LE WITH (2) 12d NAILS
INTO EACH MEM6ER.
1/2'1 CDX (.32/24) OR oee 5HEATHING NAIl-eO
WITH ad COMMON NAIL$ AT ~" OC
UNLE55 OTHERWI5E NotED
61MP50N Hl0 HURRICANE TIE
AT THE HEEL OF ALL TRUSSES
AND ON ALL OUTLOOKER5 ON
THE DROPPED GA6LE
ROOF
eEE THE TRuee eUPPLIER
FOR THE PERMANENT LUE6
AND CHORD 6RACING
5T
BOTTOM CHORD 2 x 4 PURLlN5 WILL f3E REQUIRED
IN LIEU OF A RIGID CEILING OR 5TRUCTURAL PANEL
5EE THE TRuee COMPANY FOR THE 5PACING REQUIRED.
ALUM, DRIP EAVE:
2X GU6 FA6CIA
VINYL FAGC/A
ViNYL GOFFITT
5TUCCO t::XTER!OR FINI6H
1/2'1 (32124) CDX OR oee e~EA TI-tING
NAILED FROM T~E SILE PLATE ON THE
MA60NRY WALL TO 'TI-tE TOP OF TI-iE
FRAME WALL OF TI-iE 6ECOND 5TORY,
NAIL TI-iE 61DE EDGE6 611 OC
NAIL T~4E INTERIOR 12110C
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A 2 x 4 5TRINGER AND AND 2 x 4 6LOCKING LUIl-L
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TRUS5E5 AT EACl-i GAeL{=: 6RACING LOCATION WITl-4
(2) 12d COMMON NAIL5 INTO EACl-4 MEM6ER.
WALL
OF
2xft *2 5FRUCE 5TUD5 AT I~/I OC
LUITH A DSI- TOP PI-ATE ON
ALL 6EARING WALL5.
R-l1 WALL IN5ULATION
A MIN OF A DSL 2 x ~ *2
SOUTHERN YELLOW PINE
~EADER5 ON ALL EXTERIOR
FRAME OPENINGS
GABLE BRACING DETAIL FOR A FRAME WALL
-----
_ _ _ _ _ _ _ fl ~ 1 ~~~_ t~R~J??_ _ _ _ _ _ _ _ _ _. ~I
!Iil X ai' Tl-tREADED ROD5 AT 32/1 OC
WITt-4 A 2" 5TEEL WA5~ER AND NUT.THE
ROD6 e~AI-L 6E EPOXIED INTO TI-iE
FLOOR WITI-t 61MF60N 5ET OR AT EPOXY
LUITI-i A MIN EM6ED OF 4 1/4". A MIN EDGE
DI5T ANCE OF I 3/4111 AND A MIN END DI5T ANCE
OF a 112/1,
I) A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROYIDER AND
NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL el-lALL BE PROYIDED.
THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL FBC.104.2.~
2) CONDINSATE AND ROOF DOON SPOUTS SHALL DICHARGE AT LEAST 1'-0" AWAY FROM
THE BUILDING SIDEWALLS F.B.C. 1003.4.4
TREATMENt: (eOIL CJ-tEMICAL 6ARRIER MET~OD)
Tl-tE I-JOMEOWNER I-tA5 DECIDED TO U5E TI-iE Exf5TING 5LAS
UNDER TI-4E EXl5TING ROOM, T~I$ 5LAS WA5 DE61GNED FOR
-rl-tE BEARING OF A ROOM1 AND AFTER AN IN5PECTION OF Tl-4E
JOS61rE WE FEE:L TI-JE 5LAS 15 CAPABLE OF TI-iE LOADS OF
THE NEW ROOM.
,3) IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS 61-lALL
NOT BE (NST ALLED WITHIN 1'-0" OF THE BUILDINGS SIDEWALLS F.e.C. 1&03.4.4
4) TO PROYIDE FOR INe.PECTION FOR TERMITE INFE6TATION 6ETUJEEN WALL COYERIN<::I
AND FINAL EARn~ GRADE SHALL NOT 65 lE6S THA ~ INCHE6 ( EXCEPTION PAINT OR
DECORATIVE CEMENTIOUS FINI61-l LEe6 TI-lAN ole" THicK ADHERED DIRECTLY TO THE
FOUNDATION WALL.) F.e.C. 140e.l.~
TYPICAL FRAME WALL SECTION
S) INITIAL TREATMENT SHALL 6E DONE AFTER ALL EXCAYATION AND eACK FILL 16 COMPLETED.
~) 60lL DISTURBED AFTEf< THE INITIAL TREATMENT 6HAlL BE RETREATED INCLUDING 5PACES BOXED
OR FORMED. FBG lel~.1.2
I)
2)
6CALE: In" a 1'-0"
1) eOXED AREAS IN CONCRETE FLOORS FOR SUB6EQUENT INSTALLLATION OF TRAPS, ETC, 6HALL BE
MADE WITI-! PERMANENT METAL OR PI.ASTIC FORMS. PERMANENT FORMS MUST BE OF A elZE AND
DEPTH THAT WILL ELIMINATE THE DISTUReANce OF eOIL AFTER THE INITIAL TREATMENT, F.e.c. lel~.1.3
e) A MINIMUM ~ MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST
RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT,
RE-TREATMENT IS REQUIRED, F.e.c. lel~.I.4
9) CONCRETE OYER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MU5T B5
REMOYED BEFORE EXTERIOR SOIL TREATMENT F.e.c. lel~.I.S
10) SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH "-0"
OF THE STRUCTURES 5IDE1J.IALLS. F.e.C. lel6>.I.~
S)
.3)
4)
GAF 6r ANDARD 6~INC;~LE DETAIL
11) AN EXTERIOR YERTICAL CHEMICAL BARRIERS MU5T SE INSTAllED AFTER
CONaTRUCTION 10. COMPLETE INCLUDING LAND6CAPING AND IRRIGATION.
ANY aOIL DISTURBED AFTER THE YERTICAL BARRIER IS APPLIED, e~ALL BE
REH~EATED. F.B.C. 181~.1.~
~)
1111111' 11"
trt1
NORMAL WINO LOAD ~~~~
511 EXPOSURE p.-<
~(2-'v
\j.,\\.Q
/LEY LINING MATERIAL
!/",.. MIN, 4"x&" ANC,Lg 26 C,AUC,g C,ALVANIZgD Mgr AL
t;,A., RUeSER VALLEY FLA6HING OVER T~E TOP OR
'v.o~ 12" WIDE 2~ GAUGE GALVANIZED ME:TAL
I~.c::
~>-~
~~7'
12) ALL BUILDINGS ARE REQUIRED TO HAYE PRE-CONSTRUCTION TREATMENT F.e.C, 18/6>.1.1
13) A CERTIFICATE OF COMPLIANCE MUST BE IS6UED TO THE BUilDING DEPARTMENT BY
A LICENSED PEaT CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL
SE IS6UED. THE CERTIFICATE OF COMPLIANCE SHALL &TATE. II TH5 BUILDING HAS
RECEIYED A COMPLETE TREATMENT FOR THE PREVENTION OF OU6TERRANEAN TERMITES.
THE TREATMENT IS IN ACCORDANCE WITH THE RULE6 AND LAIJJe. OF TI-4E
FLORIDA DEPARTMENT OF AGRICULTURE AND CONe.UMER 6ERYICE&. F.e.c. 18!~.I.l
1)
ALL. r3J.-iINGL.E5 ARE TO eE NAILED WITl-1 1\ OR \2 GAUGE
GALVANIZED NAIL6 WITl-i 3/8" DIAMETER ~EA06. ALL NAIL5
MU6T PENETRATE AT LEA6AT .3/411 INTO TI-JE WOOO 6I-iEATl-4ING,
8)
14) AFTER ALL WORK Ie. COMPLETE LOOSE WOOD AND FILL MUST BE REMOYED FROM
BELOW AND WITHiN I'-d' OF THE BUILDiNG. THIS INCLUDES ALL GRADE ST AKES,Tue
TRAP BOXES, FORMS.SHORING OR OTHER CELLUl06E CONTAINING MA TERIAL.F.B.C. 2303.1.3
9)
ALWA Y5 REFER TO TI-4E MANUFACTURER6 ePECIFICA TION6 FURNI5l-iED TO Tl-tE J0651TE,
IS) NO WOOD, VEGETATION, &TUMPS' CARD60ARD ,TRASH 5TC. , 5HALL 65 eURiED WITHIN
1&'-0" OF ANY f3UILDING OR PRCP06ED BUILDING F.B.C 2302.1.4.
':",' ~ -'c.' ~'. .;#';~ ~
TI-4E CLIENT UNDER5T AND5 THAT Tl-tE DE51GNER CARRIE5 NO L1A6ILITY IN6URANCE AND THEREFORE
AGREE6 TO 1-i0LD HARMLE651 IDEMNIFY, AND DEFEND TI-iE Df.5IGNER FROM ALL CLAIM5 L056E6 AND
EXPENSE5 (INCLUDING ATTORNEYr3 FEE5) AR151NG OUT OF OR REGUL TING FROM TI-iE PROJECT.
T~E DE51GNER WILL IN GOOD FAITl-1 ATTEMPT TO PROVIDE ERROR FREE CON5TRUCTION DRAWING5.
IN TI-JE EVENT ERROR5 OCCUR TI-iE DE61GNER WILL NOT BE HELD LlAeLE FOR TI-iE C05T OF TI-iE REPAIR5
OR DELAY TO Tl-4E J06, THE CONTRACTOR NEED5 TO VERIFY AI-I- INFORMATION.
352-521-08&5 O~FI
9909 LUALLA6TON
.352-521-08~1 FAX.
IVE DADE CITY .PLA. .3.3525
~
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GTEPI4ANIE and JA60N M06&
DE61GN 5ERV1CE5 INC,
DAVID W, &MITI-t, P,E,
FLORIDA LIC.f41 53~oa
352-588-2342
P 0 eox 1.325 SAN ANTONIO
FLA, .3351~
5442 9th 6TREE:T ZEP~YR~fLL6 FL
EA6T PASCO COUNTY
",~'~:"1. ~'-'~'~".;:A\.'~...<~t.~~:'i/i"":~,~;~,"'"''',1~,'w{;'~''''''A';;;'''~~,j~';)lo..W/..:7nl:f..''''~W~~''*~
F AGE .3
12U OVER~ANG ON 5T ANDARD GAeLE6
2x OUTl-00KER5 WILl- 6E REQUIRED FOR
AI-L OVERHANGe OVER li'.
NAIL THE GASLE TRU55
TO Tl-4E LEDGER WIT~ 12d
COMMONS 811 OC
NAIL THE 2x LEDGER (DEAD WOOD)
TO THE TOP OF TI-iE WALL WIT~ 12d
COMMON5 811 OC
NAIL THE eHEAT~ING OVER THe
EXTERIOR WALL AND GA6LE A6
PER T~E WALL 6ECT10N. ALWA Y5
LAP T~E 6~EA THING OVER Tl-1E
6REAK IN TI-lE TOP OF THE WALL
AND THE 60TTOM OF Tl-1E ROOF TRU5S,
5EE T14E 5lMP60N 6TRONG TIE5 CATALOG
FOR ANY ADDITIONAL INFORMATION ON ANY
OF T~E 51MP60N FA5TENER6 6PEC1FIED ON
Tl-i15 PLAN.
CATALOG C-2004 EFFECTIVE I / 1 / 04
FRAMING NOTEG:
ALL WOOD U5ED FOR 50LE PLA TE5 OR IN CONTACT
WITl-i eOIL WILL BE i2 PT eOUTHERN YELLOW PINE.
ALL INTERIOR AND EXTE:R10R WALL6 5~ALL BE
*2 ePRUCE OR SETTEr:< AND ePACED 1~" OC.
ALL ENG. WOOD SEAM5 eUCl-i Ae PARALLAM6
~AVE 6EEN DE51GNED ACCORDING TO THE
TRU55JOl5T 5PECIFICA TION5.
ALL OF Tl-tE 61MP50N FA5TENER6 AND HANGER5
MAY SE REPLACED WIT~ Tl-i06E OF EQUAL OR GREATER
V ALUE5, ALWA Y5 VERIFY THI5 WITl-i THE ENG. OF RECORD.
ALL ELECTRICAL,PLUMBING AND MEC~ANICAL ROUGH IN6
MU5T eE COMPLETED1 IN6FECTED AND APPROVED PRIOR
TO REQUESTING A FRAMING IN5PECT10N.
ALL INTERIOR DIMENSIONS ARE GIVEN TO T~E INDICATED
CENTER OF THE 5TUD UNLE55 NOTED OTl-1ERLUI6E.
ALL OF TI-JE EXTERIOR DIMEN610N5 ARE GIVEN TO THE
FACE OF TI-iE FRAME OR MA60NRY WALL WI-lIC~ WILL
ALIGN WITH THE FOUNDA TrON WALL BELOW. (FRAME
WALL5 ARE HELD IN 11211 TO ALIGN TI--IE EXTERIOR
5l-tEA T14ING WIT~ Tl-tE FOUNDATION),
ALL WOOD IN CONTACT WITl-4 CONCRE:TE OR MA50NRY
51-1ALL SE PRE56URE TREATED LUM!3ER.
ALL WOOD I-4EADER5 ARE TO eE NO LEee T~AN A DaL 2X~
1+2 50UTI-iE:RN YELLOW PINt: WITH A 112" 6PACER.
I HERESY CERTIFY T~AT I ~~AVE REviEWED T~15 5CALE: 1/4" s 11-01'
PLAN AND FOUND IT TO BE IN COMPLIANCE WITI-4
THE FLORIDA 6UILDING CODE 6ECTlON 1606
FOR T~E 110 MPI-t ( .3 5ECONO GU6T) WIND lONE.
DA VID W SM1T~ PE- &.3608 DA TE: 10 I ~ I 04
ENGINEER'S NOTES:
ALL WORK 15 TO eE COMPLETED IN ACCORDANCE WITI-1
TI-IE FLORIDA BUILDING CODE
IJ THE: BAsrc DE:SIGN WIND SPEED. 110 MPI-I (3 SECOND GU$f)
2) THE: IMPORTANCE: FACTOR. 1.0 ( RE$IDENTIAU
3) THE ExPO$URE CATEGORY = e
4) THE INTERNAL PREooURE COEFFICIENT. fl. 0.18 (ENCLOBED)
S) THE COMPONENT AND CLADDING DE$IGN PRE66URE$
DOOR AND WINDOW eCf-lEDULE6
FOR WOOD FRAME CONSTRUCTION
ROOF lONE
1) +10 -18
2) flO -2~
3) +10 -2~
WALL lONE 4) f I~ -20
S) fl~ -23
NOTE: THE MANUFACTURER OF THE WINDOWS AND DOORS ARE
TO CERTIFY THEIR ABILITY TO WITHSTAND THE SPECIFIED
DE61GN WIND PRE6SURE RESULTING FROM TI-tE 110 MPI-I
WIND oPEED AND SUPPLY THE CONTRACTOR WITH IN6r ALLATION
6PECIFICA TION5. ALL WINDOW5 AND DOOR5 ARE TO I$E
IN5TALLED PER MANUFACTURER'5 6PECIF:CATION6.
WOdD FRAME CON6TRUCTION / WINDOW IN6T ALL A TION
HEAD
0 0
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2) THE FA6iENING 6CHEDULE OF
(:3) / #8 FA6TENER6 IN THE HEAD
(:3) / #8 FA6TENER6 IN THE 61Ll
(S) / #8 FA6TENER6 IN EACH JAMB
FOR ALL WINDOW 61ZE6 UP TO S\ 1/811 X SSII ( :34.226F )
WITl--l A DE51GN PRE56URE OF 10P6F
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CAULK BEl--lIND WINDOW FIN AT l--lEAD AND JAM66 WITl--l DUO-6IL
ADl--lE6IVE CAULK OR ApPROVED EQUAL. U6E LATEX CAULK
OR EQUAL FOR Tl--lE PERIMETER 6EAL.
4)
FACTORY PUNCHED f-!OLE5 IN FIN JAM65
DO NOT REQUIRE IN5TALLATION 6CREwe
THE IN5T ALLA TION ANCl--lORe 6PECIFIED
ARE THE ONLY REQUIRED FAeTENERe.
<Tf-!RU FIN A6 6HOWN)
THle INFORMATION WA5 OBTAINED Tl--lROUGl--l KINCO I LTD. OF S24S OLD KING6 ROAD JACK60NvILLE FLORIDA :322S4
FROM ENGINEERING PR~VIDED FOR T!-lE IN5TALLATION OF THEIR PRODUCT. IF Oif-!ER Tl--lAN KINCO WINDOW5 ARE
IN6TALLED TI-lE CONTRA~TOR WILL NEED TO oeTAIN T!-lE PROPER IN6TALLATION ENGINEERING FROM T!-lE MANUF. OF CHOICE.
ALL 61-1 25 WINDOW6 MEET T~E EGRE66 REQUIREMENT6,
WOOD FRAME CON5TRUCTION / DBL AND 51NGLE DOOR INSTALLATION
DeL TOP PLATE5
DSL TOP PLA TE5
DSL 2X HEADER
I 61'1 I 6111
MIN. MIN.
- -
611 t f 6"
MIN. MIN.
- - -> -
I-- -.
DOOR ill DOOR
JACK5 JACK5
lJ
fc- -1 ->
0-
<J)
-l
-1
::) EXTERIOR WALL
0
- ill -" 16'
....,
Ifl
......
fc- ~
- -- -> -
611 6" PT eOLE PLATE
MIN. MIN.
611 6'1 DSL 2X f-!EADER
MIN. MIN.
3111 3'1 :3' :3lj:311 I 6"
MIN.
- -
6" 1 1 t 1 1 t 611
MIN. MIN.
i-- .r-- -. -
k- ..;-- -"
DOOR <J) DOOR
JACK6 ill JACK6
lJ
...- ....- -<t ->
0-
<J)
-l
-1
::) EXTERI
0
~ -- ill -
'"'I
In
......
+- .0- -.
- I+- ....- -.l -
6" 6'1 PT 60L
MIN. MIN.
eTUD5
OC
61NGLE DOOR
SINGLE DOOR OR DeL DOOR
W / 6IDELIGJ.4T
DSL TOP PLATEe
61N6LE I-IUNG WINDOW SllES
CODE SIZE WINDOW SIZE M.O.
DOORS - ROU61-1 OPENING CI-IART
FRAME OPENING
5H 12 1~ 1/8 x 26 1~ 3/4 X 26 TYPE OF OPENINt::J (ROUGI-l OPENINt::J)
6f-! 13 I~ liB X 38 31B 1~ 3/4 x 3B :3/B HORIZONT AL VERTiCAL
S~ 14 19 1/8 X SO SIB 1~ 3/4 XSO SIB PRE-f-!UNC:5 CALL SIZE +211 B2"
614 IS 1~ 1/8 x 63 I~ 3/4 x 63 CALL GllE +2" 82"
5\-1 16 1~ 1/8 x 16 I~ 3/4 X 16 DeL DOOR5
SIDE LIGHTS CALL SIZE ail
6\-1 32/2 26 1/2 x 26 211/8 X 26
514 33/2 26 1/2 x 38 3/8 21 liB x 3B 3/8 CA5ED (PREHUNG) CALL 51ZE 81'1 EXTER
614 34/2 26 1/2 X SO SIB 21 1/8 x ~O S/8 el-FOLO / el.PA55
5f-! 35/2 26 1/2 x 63 21 liB X 63 DeL CALL SIZE d' 8.31l
6f-! 36/2 26 1/2 x 16 21 1/8 x 1,6 POCKET DOOR
Sf-! 22 31 x 26 31 SIB X 26 MA50NRY OPENING CALL 51lE +411 8211
5H 23 31 x 38 3/8 31 S/8 x, 38 3/8 ( FOR DOORS)
6H 24 :31 x SO S/8 31 S/8 X ,SO SI8 WRAPPED OPENING CALL olZE +1 1/411 81 1/211
$l--l2S 31 x 63 :31 S/8 x 63
Sf-! 26 31 x 16 31 S/8 X 16 (DRYWALL)
BI-FOLD I BI-PAISS
SH 32 S3 1/8 X 26 S.3 3/4 >< 26 SLlOING GLASS DOORS (.) CALL 61lE 8011
5H 33 S3 1/8 x 3B 3/B S3 3/4 X38 3/8
$H 34 S3 1/8 X SO SI8 S3 3/4 x pO SI8 SLlOING GLA66 DOORS · CALL SIZE +1" 8011
6f-! 3S &3 1/8 x 63 &3 3/4 X 6:3
SH 36 &3 1/8 X 16 &3 3/4 ~ 16 (POCKET) CALL 61lE _Ill
THE 51-l 2& AND 51-l 3& SIZE WINDOWS WINOOW6 (.) . ALL MANUF. VARY 6EE
ARE ERc.E5S WiNDQI.uS. THE WINDOW CHARTS PROVIDED
ey THE WINDOW 5UPPLlER
DBL 2X !-lEADER
I 61~ I ~1I1
MIN MIN.
- -
6" t 14" l '3"f 3' 3"t 31t r 14" t 6"
MIN. MAx. MAx. MIN.
- f+- -,. -
f- -)
\L L 5TUD5 <J)
lOR W,i w
lJ
6' OC - -1 ->
0-
<J)
-l
-1
::)
0
f- ill -.. N
....,
Ifl
......
T
A
A
r- -->0
- f+- -> -
6" 10"
MIN. MIN.
Tl--l15 INFORMAtiON WA6 FURNI6l--lED ey Tl--lERMA-iRU CORPORATION
11081 WOODLAND6 PRfvE MAUMEE OHtO P!-l. (800) &.31 - 8821
IT WILL SE Tl--lE 6UILPERe RE6PON61SILlTY TO 06T AIN AND
MAINTAIN THE ENGINEERED INeTALLATION INeTRUCTIONG
FOR THE DOORe OF CHorCE AT THE JOS61TE FOR INGPECTrON
OF THE IN6TALLATION 6Y Tl--lE SUILDING OFFICIAL.
Tf-!E WINDOW6 5PECIFIED ON THI6 PLAN
ARE eASED OF T!-lE 51lE6 IN TI-115 Cj.1ART
IT 16 THE SUILDERo RE6PONSISILlTY TO
VERIFY TI-1AT THE 61lE5 OF ThE WINO<:,:.u6
U6ED ARE Tl--lE 5AME OR ALLOWANCE~ MADE
I
WHE:N FRAMINc:s IN Tf-!E ROUC:H OPENING$.
DEDUCT 3/411 FROM T~E ACTUAL WINDOW 61ZE
TO C:ET THE ROUGI-t OPENING FOR A r::RAME
WALL IN6TALLATION.
RECE66 THE FLOOR III AT THE SLIDINC:S GLA55 DOORS
- ~"<,,., '<, . ....
TI-IE CLIENT UNDER6T AND6 THAT THE DESI6NER CARRIE6 NO LIA61LITY INSURANCE AND THEREFORE:
A6REE5 TO ~OLD ~ARMLE55, IDEMNIFY, AND DEFEND T~E DE51GNER FROM ALL CLAIM5 L05SE5 AND
EXPENSES ( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RE6UL TING FROM T~E PROJECT.
TI-1E DE5lGNER WILL IN GOOD FAITI-1 ATTEMPT TO PROVIDE ERROR FREE CON5TRUCTION PRAWING5.
IN T~E EVENT ERROR5 OCCUR THE DESI6NER WILL NOT 6E HELD LlA6LE FOR TI-IE C05T OF T~E REPAIR€>
OR DELAY TO Tt-lE JOe, T~E CONTRACTOR NEEDS TO VERIFY ALL INFORMATION.
~
~"~,, ~ANL~
DE516N 5ERVICES INC.
352-588-2342
POBOX 1325 &AN ANTONIO
FLA. 33516
lr'Is ,^_,....1t/
'. ff) ~." >"". '_-0'", a.""..;...,."....,..:."'...'V:.'...,II[_..".."_'#;.;.....h-f';;,.,,._of~:;.:;.',".v.. ~ "-:';'..'", v..:--"".~;(.>~,,~ ~:.!.iO"""_-"~';"""""""~'''''''"''''''''''''~~~,.' -:WV~"
-",1;'.l~:
DE61GN PRE6SURE RAtiNG
61NGLE DOOR
poe 61.0P6F NEG. 61.0 P6F
5INC:LE WITH 6IDELIC:I-ITS
P05. 60.0 P5F
DOUSLE W / WO 61DELIGHT5
POG 41.0 P6F
U6E A #8 / 2 112" P!-lILLIP5 !-lEAD WOOD 6CREW
AT ALL ARROW LOCATION5
otE:
PAGE 4
OR WALL 6TUDe
16' OC
E PLATE
Hi5 eyeTEM HA5 SEEN EVALUATED FOR U5E IN LOCATIONe ADl--lERING TO Tl--lE FLORIDA BUILDING CODE
ND Wf-!ERE PRE55URE REQUIREMENT5 A5 DETERMINED SY A5CE 1 MINIMUM DE51GN LOADS FOR E3UILDINC:5
ND OTHER 5TRUCTURE5 00 NOT EXCEED THE DESIGN PRESSURE RATINGS LISTED I-IEREIN.
DOUBLE DOORe
FT GOLE PLATE
Tl--lERMA-TRU IN-6WING / OUT-6WING DOOR WOOD FRAME 5yetEM
'5TEPt4ANIE dnd JA60N M05G
DAVID W, 6MITt4, P,E,
FLORIDA LIC.~ 53~08
I I-IERE6Y CERTIFY T~AT I ~AVE REviEWED TI-II&
PLAN AND FOUND IT TO BE IN COMPLIANCE WITI-I
TI-1E FL.ORIDA BUILDING CODE 6ECTION 1~0~
FOR TI-IE 110 MP~ ( 3 SECOND GUST) WIND lONE.
DAVID W SMITI-I PE# 53~08
5442 9th GTREET ZEP~YR~ILLS FL
EA6 T P A6CO COUNTY
3S2-521.08~S OFFICE
9909 WALLA6TO RI
352-521-08~1 FAX.
DADE CITY ,FLA. 33525
6CALE: !/4" :I 11.011
DA TE: 10 / 6 / 04