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THE CliENT UNDER5TAN05 THAT iHE DEe.IGNER CARRIE5 NO LIABILii'f IN5URANCE AND THE~EfORE
AGREE5 TO HOLD HARMLEe.e, JDEMNIFY, AND DEFENP DE51G.NER FROM ALL CLAIM!!>, L055Ee AND
EXPENeEe (INCLUDING REAeONABLe ATTORNey FEEe) ARI5ING. OUT OF OR REeUL TING. FROM THE
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CITY OF ZEPHYRHllLS ORD~N\CES
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APPROVED
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II II II '1 OECO~ATIYE CE1'1ENT1TOU5' FINI~~
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REAR ELEvArlON 1/4" ~ 1'0"
AF<.KAY ENClINEERIN6 INC.
eTRUCTURAL ENGINEERe
THE CLlEl-\T UNDERMAND5 T~AT mE DE51GoNER CARRIE5 NO LlA61L1Tf IN&JRANCI: AND TI-iEREfORI:
AGREE5 TO HOLD HA~MLEo5, IDEMNIFY, AND DEFEND DEolGoNER FROM All CLAIM5, LOe,e,E5 AND
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IN ACCORDANce WITH CI4APTER 4'1.00~ (2) (I) OF THe FLORIDA ADMINI8TRATIVE CODe, ELECTRICAl.
PLUM61NGo AND MECI-!ANICAL eY8TEM6 el4Al.l. ee DE51GNED 6'1" THE REePECTIVE CONTRACTOR TO
M,EET ALl. APPLICA6LE CODe!!>. THE ELECTRICAL, PLUM6INa. AND MECI1ANICAL. e.,.eTE11& DRAWN HERON
ARE 6Ae.. UPON A DEelG.N FROVIDED 6Y Tl4e OLUNER TO ADDREti?6 I4le/HER ReQUIREMENTe.
ALL EL.ECTRICAL OUTLET& IN 6AT14RooM5, KITCHEN, (WITHIN ~' FEJ:T OR e.INK6), a.ARACoE AND AT
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ALL. EL.ECTRICAL. OUTLETe IN 6EDF<OOM& . FtxTUREe eJ.jAU 6E WIRED INTO AN AF<C-l=AUL T INTERRUPTER
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GoROUNP WIRE FORM REeAR TO ELECTRICAl. PANEl. PER N.E.C.
-HE CliENT UNDEReTANDe THAT THE DEe.lc.NER CARRiee 1-<0 LiA61UTY INSURANCE AND THEREFORE
Ac:.REE5 TO 140LD I-!ARMlEee., IDEMNIFY, AND DEFEND DEe.Ia.NER FROM All CLAIMe., Loe.eE6 AND
EXPENoEe (fNCLUDINa. REAWNA6lE ATTORNEY FEE5) AF<Ie.INa. OUT OF OR F<Ee.UL.TINGl FROM Tl-4E
PROJE:CT. THE: DEelc.NER .!JILL IN c:.OOD FAITI4 ATTEMPT TO PROVIDE ERROR FREE CONeTRUCTION
DRAWINc:.e., 6UT IN TI4E EvENT ERRORe OCCUR THE DEef6NER WILL NOT 610 L!A6LE FOR coer OF
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ARKAY ENGINEERING INC.
&TRUCTURAL. ENGINEERe.
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FLORIDA LICEN6E NUMeER o3'~~
I I4ERSY CI:RTIFY T~AT TI-IE&E FL.AN& AND e.peCIFICATION~
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GENERAL NOTE5:
THI€'> 6UILDING HAS BEOEN De61GNW TO CONFORM TO THE FlORIDA 6U1LDING CODe: 2001.
ARKAY ENGINfERINCs INC: A RECs!€'>TERED LICEN€'>W, FlORIDA PROFEe610NAl EHRUCtuRAI...
ENGINEERiNCs COMPANY: I-iAe APPLIED" RATIONAl... ANAl... Yel~" FOR T/-iE 6TRUCTURAI... DE61GN
OF THi€'> €'>TRUCTURE
ThE BUILDING ( INCLUDING ALl... COMPONENT€'> AND CLADDINCs6 el-lALL BE DEOe.ICsNW FOR TI-lE
FOLLOWING e.UPERIMP05EO LOAD5
FLOORe.:
Live: LOADe. - 40 p.e.F.
DEAD LOAD5 . 10 P.5.F.
GARA6E: €>LAS,
LIvE LOAD5 - SO p.e.F.
DEAD LOADe. - 10 P.€'>.F.
ROOF:
WIND:
Live: LOAD6 (TRUe€> TOP CORD) - 20 p.e.F.
D~D LOAD€'> (TRUe.€'> TOP CORD) - 10 P.€'>.F. la P.€'>.F. WI-lEN TILE ROOF INeTALLED
Live LOAD (TR~e 60TTOM CORD) - 10 p.6.F.
A55UMW TRU5e 5EOlF WEIGHT ( DEAD LOAD) -, p.e.F.
6UiLDING IE'> DE51CsNW TO CONFORM TO AE'>CE l-~t}, CHAPTER 01 PER FLORIDA 6U1LDING
CODe: 2001 e.ECTION 1606.1.1
WIND DE51GN AMUMPTIONe,
6UILDING ~P05URe: - 6
6UILDINCs IMPORrANCE FACTOR I 1.0 ( CATEGORY II )
MEAN ROOF HEIGHT 30' OR LEee
HEIGHT I EXP06URE ADJU5TMENTe COEFFICIENT. 1.0
ENCLoe.ED 6UiLDINCs
INTERNAL PRE6€>URE COEFFICIENT I + I - 0.1t}
6EOE WIND :!>PEED INFORMATION 5TArW ON PLAN6
TYPE ~ CONeTRUCTION
oOIL SEARING. COMPACrION:
TI-lE5E PLANe WERE DRAWN 6A6ED UPON AN ALLOUJA6LE 6011... 6EARING CAPACITY OF
2000 P.5.F.( MINIMU11 ) THE CONTRACTOR/PROPE:RT'!' OWNER 16 RE6PON616LE FOR YERIPr'ING
THAT THe: 50lL ON THe: 51Te: 16 PROPERLY PREPARED AND COMPACTED 6UCj.1 THAT IT CAN
5UPPORT A 2000 P.5.F. FOUNDATION LOADING
ARKAY ENCsINEERING INC, A REGl6TERED L1CEN6ED FLORIDA PROFE5610NAl eTRUCTURAl
ENGINIOERING COMPAN'!', DE616NEO THE:!>e FOUNDATION6 WITHOUT VI61TINCs mE CONeTRUCTION
51Te NOR PERFORMINCs AN'!' WIL TE6TINCs
ARKAY ENGINEERING INC ~ALL NOT ee: RE5PON61SLE FOR tHE 61fe: eOIL A61LITY to 6UPPORT
THe 6UILDING LOADe
t=OUNDATION 4 5LA6 - ON- GRAPE NOTi::o :
6UILDING 51tE oHALL eE eCRAPE:D TO REMOVE All ORGANIC MATE:RIAL6:.
AN'!' ADDITIONAL FILL PLACED ON THE 6UILDING PAD AREA, 51-lALI... 6E COMPACTED
5UCH mAT iT CAN ADEQUATEL.Y eUPPORT A 2000 P.~.F. FOUNDAtiON LOADING. e.LAa
5HALL BE PLACE OVER A (, MIl... VAPOR 6ARRIE:R ON CLEAN ADEOUAT8.. Y COMPACTW
AND tEORMITE POl60NED 50lL
CONCRETE UTIUlED IN THE FOUNDATION AND !!>LAee 1:>I-lALL HAVE A MINIMUM 26 DAY
C01'1PREMIVE 5TRENGm OF 2500 P.~.F.
REINFORCING erEEL 6HALL eE GRADE 40 MINIMUM AND iDENTIFIED IN ACCORDANCE
WITH A9JTM A -bIS. LAP SPLICES, WHERE REQUiRED 6l-iALL BE A MINIMUM OF 2S" FOR
is REfMR , 30" FOR "(, RfEAR , 3S" FOR .1 RE'aAR
PLANe ARE EN61NEERED FOR A MAX/MUM 5TEMWALL HEIGI..n OF 4 COUR5Ee ( AFTER
FINAL 51TEO GRADI'-,G) THE CONTRACTOR OR 6UILDING OWNEOR 6HALl DETERMINE T\-4E
ExACT !!>TEMW..-l.LL f-;EOIGHT 13Ae.E UPON e.ITE CONDITIONe PRIOR TO POURING T....,E FOUNDATION
AND CONTACT ARKA Y ENGINEERING lUl-iE:N MORE: THAN 4 COUReE ARE REQUIRED
A FOU~DAriON e,URvE'( el~ALl_ 13E PERFORME:D AND A COpy OF THE: SURvEY aHALL 13E ON 51TE
FOR THE: 6UILDING IN6PECTOR6 ueE , OR ALL PROPERT'( MARKER5 SHALL 6E EXP05a/ AND A
6TRINCs 5TRECTE'D FROM MARKER TO MARKE::R TO VERFIY REOUlRW 6l:T 6ACKe
MA60NRY WALLo:
CONCRETE MAeONRY UNIT ej.1ALL 6e HOLLOUJ UNIT MA50NRY IN ACCORDANCE WITI--l AeTM C-~O
AND aHALL HAVE MINIMUM F'M OF 1500 P.5.I.
MORTAR eHALL CONFORM TO AeTMC -210 AND e.HALL 6E EimER TYPE M OR 5
RE:INFORCING eTEEL. 5HALL 6e GRADE 40 MINIMUM AND IDENtiFIED IN ACCORDANCE
WITj.1 AetMA-GIS. LAP e,PLICEe WI-lERe REQUIRED eHALL eE A MINIMUM OF 2~" FOR O!) RE8AR
30" FOR "6> Ra3AR AND 3S" FOR ", RE::6AR.
6ROUT FOR mE POURED CELL5 AND LINTELe 5j.1ALL HAve A MAXIMUM COURe.E AGCsREGAtE elze:
OF 3/6" PLACED At a TO II INCH 5LUMP AND HAVE A MINIMUM 26 DAY COMPRE5€>lve eTRENGTH OF
2000 P.!!>.!. ( WHEON TEeTED PER A6TM C-101~ )
PROVIDE CLEAN OUT OPENINGe ( 12 SQ. IN. ) IN caLe CONTAINING 5PLICED REINFORCEMENT. WI-lEN
THe: GROUT POUR EXCEED5 ~ FEl:T IN HEIGHT
ROOt=ING 4 ~LA6~INGo:
ROOFING 5ye.TEM AND FLAeHING Ae 5TATED IN PLANe MueT CONFORM TO C~APTER I~ Ot" TH~ FLORIDA
6UILDING CODE 2001. FLA~HING 5PECIFIC e.ECTION IS01.).~ CONtRACTOR OR OWNER MueT PROVIDe WITH
PLANe ePECIFIC PRODUCT INFORMATION DET AILINCs IN~T ALLATION OF PRODUCT TO 11eeT WIND DEelCsN6
ot" mle 5aT OF DRAWING5.
flM6ER MA Ti::RIAL6:
ALL TIM6ER6 MATERIALe SHALl- 6E A6 FOLLowe,
LVI... 6EAMe 5HALL 6e (t~EJ MCALLletER LVI... MATERIAL6 MANUFACTUREO BY tRUe.6 JOleT
MACMILLAN ( OR EQUAJ...)
LUM6ER UTIliZED IN eOTTOM PLATe:, TOP PLAtEe ,PoeT, eTUDe PACKe AND 6E:AM&
€>HALL 6e *2 YEllOW PINE (OR 6ETTER)
EXTEORIOR AND INtERIOR LOAD S~RING 6TUD6 5HALI... 6E "2 6PRUCE ( OR 6lrtTER)
ALL. OTHER 5TUDe. Gj.1ALL. 6E "6TUD GRADe" SPRUCE ePAce I~" OC. ALL e,PLlce6 AT
TOP PLATe MU3T 8E MINIMUM 4'0" AND NAILED 4" OC WIT~ 120 COMMON NAILe
P~L. PoeT e.~ALL SE (l.8E) PARALLAM P61... MArER/ALe MANUFACTUREe 6Y TRUMJO:6T
MACMILLAN ( OR EQUALJ. e.EE PoeT SUPPORT TA6LE FOR LOAD vALUEe..
EXTERIOR WALL5 5~ALL 6E CON6TRUCTW UJIT~ 112" Pl- YWOOD OR 1/16' 0.5.6. ( 2-M-1.U RATINCs) NAILEO
WITH eo NAILe e,PACE AT 3" OC ALONCs ALl HORiZONTAL JOINTe AND EDGEe, 6" OC ALONCs ALl. VERTICAL
JOINt6 AND ED6E!!> AND 12" OC ALONG ALL INTERMEDIATE eTUD6
AT OPENiNGS !;'O' WIDE OR LARGER 6TRAP !-lEADER 6EAM TO THE I-lE:ADE::R etuDe WIT!-i (2) U5P OR 61MPWN
LeTA24 e.TRAP TIEo AT EACI-l END OF HEADER 6EAM. ANCf-IOR 60TTOl1 OF HEADER eTUDe TO FOUNDATION
WITH U5P OR 51MP50N HTTI6 tEN510N tiE.
INtERIOR eruD WALL6 TO ee: OF 2 X 4 "2 5PRUCE OR 6ETTER WITH e.INGLE 2 >< .4 P.T.
PINE 60TTOM PLATE AND 5INGLe: 2 >< 4 "2 e.PRUCE TOP PLATE Wltl~ eTUD€'> SPACEO
MAXIMUM 24" OC. U!..ilLe TO HAVE 112" CsYP5UM aOARD EACI--l 5ID!::. 'lJITH UJALLe AT
GARAGE TO HAVE MINIMUM R.II IN6ULAtl0N
ANCf-IOR roOD eH~R WALLe SEGMENT5 TO FOUNDAtiON WliI-l 61MPWN LTT20e TEN510N TIE AT EACH
END OF t.0AL!... ':>E(;,MENT5 AND AT .\NY 'lJALI.. ::.EG1'1ENT INTERe.ECTION ( 6U1LDING CORNERo)
ALL PLUMeING. E'LECTRICAL AND MECHANICAL ROU6H IN:'> MU6T 6E COMPLETE, INe.PECTED AND APPROVED
PRIOR TO REOUE~HING THE FRAMINCs INSPECT/ON.
IF DE5IRfO, EOUIVALEONT CONNECTORo M..iDE 6Y ANOTl-iER 5UPPllE:R MAY BE ue.EO IN PLACE OF TI-lE
ue.p OR 5IMPe.ON CONNECtOR5 5/-iOUJN
n-IE CLIENT LlNDEReTANDe THAT THE DEelGNER CARRIEe NO liABILITY INeURANCE AND THEREFORE
AC:.REEe. TO HOLD HARMLEee.. IDEMNIFY. AND DEFEND DEe.IGNER FROM ALL cLAIMe. Loe8Ee. AND
EXPEN8EOe. (INCLUDING REASONABLe: ATTORNEY FEEe) ARlelNG OUT OF OR REelJLTING FROM THE
PROJECT. THE DE51CoNER WILL IN C.OOD FAITf~ ATTEMPT TO PROVIDE ERROR FREE CON5TRUCTION
DRA'JJING6, BUT IN THE EVENT ERRORe OCCUR THE DE!!>IC.NER WILL NOT BE LIABLE FOR coeT OF
REPAIRe OR DELAY TO THE CONeTRUCTION
eOIL TERMITE rREATMENT:
LINrEL LOAD C~ARi ( 1611 DEEP eECrlON )
CLEAR ~P AN CONCf<ETE U LINTa "POWER' eTEa "POWER" tHEEI..
60X I.INTE!-
\' - 6" 4~~1 PLF ( UNFILLED ) 1010 PLF 1.-2 ~e~s PI.F
2' - 2" 34}!) PLF ( UNFILLED ) 662tlt PLF I.-:l 6&30 PLF
2' - e" 2111 PLF ( UNFILLI:O ) e.~6 PLF IA ~'4~ PLF
3' - 2" 2332 Pl.F ( UNFILLI:O ) 4S0e pLF 1..-2 4Q13 PLF
4' - o' 1&3& Pl.F ( UNFillED ) 3&~' PL.1= L.-2 ;~9~ PU=
4' - Q' 1624 PLF ( UNFILLED ) 3194 PLF L-2 32e~ PLF
50' - 2" 213~ PLF .. :l14Q PLF L-2 .. 2etlt4 PLF ..
Q' - 2" 2111 PI.F .. ma PLP 1...-2 .. 2400 PLP ..
" - 0" 1~&1 PLl= .. 202!) PLF 1.-2 .. 2114 PLF ..
9' - 0" m3 PI.F .. 11~9 PLF L-2 .. 2213 PLF ..
~' - 2" 14&~ PLF .. 19450 PI..F 1..-2 .. l~e4 PLF 'f
10' . 0" 1354 PLF .. 1414 PI.F 1.-2 .. lal~ PLF Of
10' - e" 1211 PLF .. 1325 PL.F L.-2 .. 1110 PLF ..
II' - :l" 1200 PLF .. 1230 PLF 1...-2 .. 1~2<3 PLF ..
\2' - 0" 1109 PLP .. 1I1~ PLF L-2 .. ISI& PLF ..
Ii - e" 1044 PLF .. 1l1~ PLF 1...-2 .. t4~Q PLF ..
\3' - 4" 13~9 PLF .. P 1391 PLF 1.-2 .. e.1.. - I 13~4 PLF ..
14' - 0" \311 PLF .. P 1321 PLF 1.-2 .. e.1. . I 12~~ PI.I= ..
lQ'.O" \1&2 Pl.F f' P 1048 PLI= 1.-2 .. e.1. - I \131 PLl= ..
1&' . 0" 10Itlt PLF .. P ~2~ PLF 1..-2 .. e.1. - 1 ~60 PLF ..
1&' . l)' 911 PLF" P 110 PU= L-2 .. el.. . I 8~3 PLF ..
20'.0" ~1tlt PL.F .. P 62~ PU= 1.-2 .. e.1.. . 1 '134 PLF ..
22' - l)" 18~ PLF .. P 5023 PI..F L-2 .. e.1.. . I 60tlt PLF ..
INITIAL. WIL. POl60NING TREATMENT 6I-lALL. 6E DONE AFTER ALL EXCAVATION
6ACKFILLINCs , COMPACTINCs ARE COMPLe.TE (PER F6C 1&16.1.IJ
AN'!' 0011... DleTUR6EP AFtER tl-le INITIAl.. TREATMENT 6j..-lALL ee RE TREAtEO
( INCLUDINCs ANY 60XI:O OR FORMED ARE:Ae) (FER F6C lel~t2.)
BOXW AREAe IN TI-le CONCRe.T~ eLAa FOR INeTALLATION OF TRAPe ~Ll. 6E MADE
WIT~ PERMAMENT MeTAL. OR PLAeTIC FORMe. PERMAMENT FORMe MueT 6e OF AN ADEQUATE
611E . D~T~ TO ELIMlNAT5 AN'!'DleTUReANC5 OF THe 0011... AFTER TI-le INtTlAI... TREATMENT
(PER F6C taI6.!.))
A MINIMUM 6 MiLl VAPOR aARRIER MueT eE IN6TALLED TO PROTeCT AGAINeT RAINFALl..
DILUTION It" RAINFALL OCCUR6 eEf'ORE VAPOR eARRIER PLACEMa-IT, Re TREATMENT 61-lALl
6E REQUlREO (PER F6C lel~.I.4)
All 6UlL-DINGe ARE REQUIRED TO I-lAYE A PRe CONe-TRUCTION TI=RMI1E TREATMENT
(PER reCleI6.1.';
AFTER ALl... WORK Ie COMPL.l:te AN'!' L006e WOOo ANO FILl... MueT e5 REMOVED I"ROM
6ELOUJ AND WtTl-lIN 12" OF TI-IE 6UILDING. Tl-lle eI-lALL. INCLUOE All. 6RAOE eTAKEe tu6
TRAP aOxE&, FORM&, ~ORJNG AND AN'!' OTI-IER CeLJ..ULOee CONTAINING MAtER/ALe
(PER I=eC 2303.1.))
NO Uk::'OD VECsETATION, etuMP60, CARD60ARD, TRA5~, ETC, 5HALl- BE 6URIED UJITI-lIN I!)' o'
OF AN'!' BUILDING OR PROPOe.EO eUILOING (PER I"eC 23031.4)
AN'!' CONCRlrtE OVER POUR MORTAR OR etuCco MATERIAle ALONCs THe FOUNDATION PI::RIMSTER
MueT ee REMOVED PRIOR TO exTERIOR WIL TREATMeNT (PER l=ec laI6.1.,)
EXTERIOR WIL. TREA111ENT MueT 6E APPLIED UNDER ALL I::XTERIOR CONCRl:TE OR GRADE
UJITl4lN 12" Ot" THE 5TRUCtuRe elDe WALLe (PER I=eC laI6.t6)
AN EXTERIOR YERTICA~ CI-IEMICAI.. 13ARR/ER €>I-IAL.L 61: INeT ALl...EO AFtER CONaTRUCTION Ie
COMPL.l:TE ( INCLUDING LANDe.CAPING ANO IRRICsAT10N) AN'!' 601l- DletuR6ED AFtER THe
VERTICAL BARRIER Ie APPLIED, 81-lALl. aE ReTREATED (PER FeC 1&16.1.6)
IRRICsATION I 5PRINKLER a.yeTEMe INCLUDINCs ALl. RI8ERe AND 6PRAY HEADe 5I-1AL.L NOT 6E
IN60TAUED WITI-l12" OF TI-lE 6UILDING elDEWAue (PER FeC IS03.4.4)
CONDEN5ATe AND ROOt" DOWN epOUT6 DleCHARGE AT LEAeT 12" AWAY FROM THe BUILDING
51DE WALLe (~ER F6C lS03.4.4)
THe DleTANce FROM T/-ie exTERIOR WALL. COYERING ( exCEPTIONe, PAINT AND DECORATive
C!':MENTITIOU& Flt'lIel-l LEe& T1-lAN 5/&" TI-IICK ADHERED DIRECTI. Y ONTO TI-IE FOUNDATION WALL)
AND FINAL EARTI-l GRADE el-lALL NOT 6E LEe.e THAN 6' TO ALLOW FOR INePECT10N FOR FUtuRE
tERMITE INFEa.TATIONe. (PER FeC 1403.1.6)
.. . DeNOTe6 *, REeAR X CONT, PLACED IN 6OTTOM COURee AND
16' DEEP eEAM POURED OOl..ID wlm 2500 Pe.l CONCRETE.
A · CERTIFICATE OF COMPLIANce" ~ALL. BE leeuED TO TI-IE l3UILDINCs D!':PARTMENT a'!' A LICEN6ED
PEeT CONtROl- COMPAN'!' BEFORe A I CERTIFICAte OF OCCUPANCY WILl... 6e 156UED. THe CERtiFICATe
5j.-lALL eTATE. (PE:R FeC lel!;.!.1)
.. P - Dl:NOTEe ~Re eTREe.eED U LINteL UJITI-l *5 REeAR X CO NT.
PLAceo IN aonoM COUl~eE . 16" DEEP SEAM POURED 001...10
UJITI-l 2500 Pe.l CO~CRETE
" THE BUILDING HAe RECEIVED A COMPlEte TRE:ATMENT FOR TI-le: PREVENTION or eU6TE:RRANE:AN
T~RMITEe.. n~e TREA111a-1T Ie INACCORDANce WITI-l T14E RULE& AND LAUJe OF THE FLORIDA DEPARTMENT
OF AGRICUL. TURE AND CONeUMERe eI=RVICe6
ell x ell x 10" KNOCK OUT SLOCK
iOP COAR8E WliH 1 ..~ HORIZONi AL
REBAR ilED TO All VERTICAL ROD&
~~ J
~;;... ~
A PE::RMAMEN1 elGN THAT IDENTIFIEe THe TERMITe TREA111eNT PROVIDE::R AND NEED FOR RE INePECTION
AND TREATMENT CONTRACT RENEWAL 6I-lAU. BE PROVIDED. THe 61CsN 6j.-lALL Be PoeTEO NEAR Tl-le UJATER
HEATER OR ELECTRICAL. PAN8.. (PER FeC 104.2.e.)
i
"4~-
.~ . ~'.
'" ~ .. -
4..', CI tI
BOX &TEEL LlNTEL& OVER ALL WINDOW
AND DOOR CPENING6, NO i? REBAR
REQUiRED ON BEAM6 UP iO 24'011
Wlil-l NO MCRE TI-fAN bObLB6 PLF
TRU55Eo:
IF THe CONTRACTOR, TRUe.6 MANUFACTURE OR AN'!' OT\-4ER DE0616N PROFEOMIONAI... REVI!!>e T\-4e:
TRU66 eY6TEM LAYOUT FROM THOeE eHOUJN ON THE5e: PLANe ARKAY ENGINEERING, INC Ie
REOUIREO TO REVIEW ALL FINAL CONeTRUCTION DOCUMENTe FOR COMPLIANCE WITH mE
D~6IGN INTENT PRIOR TO COMMENCEMENT OF' THE PROJECT
OPTIONAL POWER BOX LINTEL PET AIL
ExrERIOR WINDOWe . DOOR6:
e" X e" x 10'1 KNOCK OUT BLOCK
TOP COAR6E WliH I t& I-fCRllONT AL
REBAR TIED TO ALL VERTICAL ROD5
811
~1
:'4~-
.0
ALL EXTERIOR WINDOUJe , GLA5e DOOR6 OR ENTRANCE DOOR 6j.-lALI.. 6e: TEeTED IN ACCORDANce WIT~
AN51/AMMA/NWU!DA tOl/le2 eTANDARD ANO aE:AR AN AMMA OR llJDMA LAeEL IDENTIF'!'INCs TI-lE MANUFACtuRE
PERFORMANCE CHARACTERleTlce AND APPROVE:O PRODUCT tEeTINCs ENTIW
ALL MULLIONe AND ADJACeNT DOOR/WINDOUJ A6e.S1i3Lle6 WALL eE 1EeT OR ENCsINEERfD TO TRANeFER
I.S TIMEe TI-lE DE61GN LOAD& TO TI4E ROUGH OPENING e.U6eTRATe
i
ell X ell X lb'l KNOCK OUT BLOCK
OVER POWER 6TEEL L1NTEL5, WITI-f
1 EACI-f to REBAR IN THI5 COAR5E
WHEN 5PAN OF LINTEL 15 OVER 12'4"
INeT ALL ALl WINDowe AND DOOR AeeEl16L1Ee PER TI-le MANUFACTURe ANCHORINCs RECOMMENDATIONe
TO ACj.-lIEVE Tl-le DEelCsN PRE5eURea. ePECIFIED
ELEctRICAL, PLUMJ3ING, 4 MECI-4ANICAL:
IN ACCORDANce WITI-l CHAPtER 411.003 (2) (J) OF Tl-le t"LORIDA ADM1NleTRATIve CODE. ELECtRICAL
pLUMalNCs AND MECHANICAL. eyeTEM6 61-1ALl. 6E DE516NED 6'( THE REePECTIVE CONTRACTOR TO
M,El:T ALl APPLICAeLE CODee. TI4~ ElECTRICAL. PLUM61NCs AND MECI1AN1CAL. eyeTEMe DRAWN HERON
ARe 6A€>e UPON A DE61CsN PROVIDW a'!' TI-lE OWNER TO ADDREe.e Hie/I-lER REQUIREMENTe..
OPTIONAL POWER 5TEEL LINTEL DETAIL
ALl. ELECTRICAL OUTLETe IN 6ATHROOMe, KITCI-lEN, (UllTI-lIN ~' FEET OR elNKe>, CsARAG5 AND AT
EXtERIOR LOCATIONe ~AL.L eE WIRED INTO A 6ROUND FAULT IN1ERRUPtER "GFI" CIRCUIT
ell x e'l x I~II KNOCK OUT SLOCK
TOP COAR5E WITI-I I t? 1-I0RIlONT AL
REBAR TIED TO ALL VERTICAL ROD5
ell
~~/
........
. . 4
'~
AU. ELECTRiCAL. ourLere IN 6EDROOMe . FlxtuREe el-lALl. BE WIRW INTO AN ARC..J=AUI. T IN1ERRUP1ER
"AFI" CIRCUIT
eMOKE DE!tECToRe 6HALL 6E PLACE IN EACH 6EDROOM AND
IN I-lALl. UJAY AREAe> .AOJACENT TO e!:DROOM AND OTI-lER LIVING
AReAe
I
ell PRECA6T LINTEL BLOCK
OVER ALL OPENINGe, I EACI-I
.S REBAR IN Tl-lle COARea WHEN
5PAN OF LINTEL OVER S'211
eAf=Ery GLAZING:
T~e FOLLOUJINCs 6HALl. Be: CON61DERED ~PECIFIC HAtARDOUe 1..0CA TION FOR TI-le PtlRPOee OF
GLAZINCs
(J) GLAZING IN eUJING OOORe, FIXEO AND 6LIDING PANa. Ot" 6llDING DooRe.
Ae.5EMeLIEe
(2) CsLAZING IN DOORe AND ENCL06UREe FOR !-lOT TU6&, WHIRLpOOLe, MUNAe. eTE:AM
ROOMe., 6A THTUae AND eMOU!ERe. GLAZINCs IN AN'!' PORTION OF A 6UILDING WAL.L
ENCL051NCs THE6E COMPARTMENTe Wl-lERE TI4E 60TTOM E:DGE OF TI-lE CsLAZINCs Ie LE6e
THAN GO" A60VE THE DRAIN INt.ET
()) CsLAZINCs IN INDIVIDUAL FIXED OR OPERABLE PANEl.. ADJACENT A DOOR U)~ERE
THE NEAREeT VERtiCAl- EDGe Ie WIT\.!IN A 24" RADlue OF TI-ll: DOOR IN A CL06ED
P061TION AND W!-lOee 60TTOM EDGE 16 LEe6 THAN ~o' A80VE TI-lE FINIe>I..j FLOOR OR
WAL.KiNa 6URFAce
(4) GLAZINCs IN AN INDiViDUAL t"lxeo OR OPERA6Le: PANEl- OTI-lER THAN THoee LOCAT10Ne
Dee.cRI6ED IN ITEMe (2) AND (3) A60VE . TI-lAT MEETe All. OF TI-IE FOLLOUJING
(A) EXPOe.EP AREA OF AN INDIVIDUAl.. PANE GREATER THAN ~ 6G. FT.
(6) eotTOM EDGe LE56 THAN la" ASOVE THe FLOOR
(C) TOP EDGe 6RE:A1ER THAN 3Q" AaOVE TI-l~ FLOOR
(D) ONE OR MORe WALKINCs e.URFACE5 WITHIN 36" I-1ORIZONT ALL'!'
OF TI-le PLANe: OF TI-le GLAZING
OPTIONAL 5r ANDARD PRECA5T D1::1 AIL
PRAI=TorOPPING:
iN 51NGLE FAMI).. Y DweU-IN~e, DRAFT6TCPPII~~6 eJ.J,,6).!. Be PROVIOED ( P/~,R.tJJ.El- TO T14f' MAIN
FRAi11NG Mt=.MelO.R~) IN FLOOR 1 CeiliNG AQ~jei..Ie:f!> e.llPARATiNCt UO;!Af':>t...a WACEf!>. DRAi"T~IOrP\NCt
e,HALL 6e CON&iRUCTEO 6UCH THAT TI-le I"LOOR / CEILING A6e.EMeLe.'l' Ie 6ROKeN Ijf) INTO 1'LL/O o~ MO~l'!
APPROXIMATED AREAe WITH NO AF<:eA GReATER tHAN SOO eO.FT.
'S~ R. IZONTAL LINTEl. I!;> REBAR
1< 25";;;..j
~-~.. r,
), \
ATTIC ACCEo6:
~I
HOOK LAPe MINiMUM
10" U.Jlnl 2 TIEe
ATTIC 6PACEe eHALL eE PROVIOEO WITI~ AN INTERIOR ACCE5e OPENING NOT LE6e THAN
n"X36". ACCEe.e OPENINCs el-lALL BE AcceeelBLE AND PROVIOE WITH A LID OR DEVice
Tj.-lAT 15 EAe>Il-'!' REMOVEO OR OPENED. WI-lEN MECI-lANICAL EQUIPMENT Ie IN&TALLEO IN
TI-lE ATTIC, IT eHALl- 65 INeTALLEO IN ACCOROANce WIT~ MECj..-lANICAL CODe..
ACCE6e Ie NOT REQUIRED WI-lEN THe CLEAR I-lEIG~T OF TI--lE AHIC epACE , ME:AeURED
AT TI-l!: ROOF PEAK Ie LEe.e THAN 24".
FOOTEOR "!;> REBAR
ROD CI-1AIRe --Yl2~'
1< >l
REBAR LAP DET AILe
112" CDX OR Vl~" oe.a ROOF e.HEATHINCs
NAIL.ED 6' OC ON ALL EDGE& AND IN mE
FIELD WITH ~D NAIL&, ue.e eTEEl. PI... YCLIP& j
AND *15 FELT WITI-l e.HINGLE&, RIDGe VENT
Ae REQUIRED
U~E (1) 61MPeON HET A20 TRue6 eiRAP
POURED IN LINTa AT ALL. TRU660 BEARING
LOCATIONe. EXCEPT Ae NOTW ON TRuee
PLAN. FILl. ALl NAILa. HOLE60 UJITI-l 10D ><
1 1/2" NAILe
2X4 OR 2X6 WOOO eu6 WITI1 J
ALUMiNUM WFFIT AND FAC6fA
Tf<.JM
eee LINtEL CHART
ALUMN e.H. WINOOwe
MAWNRY e.ILLe
a" BLOCK WALL a'o' IN HEIGHT
DECORATIVE CEMENTITOUO FlNIe" ~
Ie. X 12" FOOTINGe Wit\.!
(2) t!) RE6AR ON CHAIR&
GROUND WIRe TO
FOOTING RESAR
MIN R-22 INe.ULATION
IN ALL A HIC AREAe
~ "" CElLING TYPE GYPOOM SOARD
61NGLE BOND 6EAM WITH (1) os
RE6AR CONTINUOU& TIED TO ALL.
VERTICAl... RODe
3/4" P.T. FURING WITl-l 3/4" TUI=F R
IN6UL.ATION eOARD AND tn" GYP6UM
TYPICAL 4" CONCReTE 6LA6 WIT~ WIRE MEe.H
OR FleER MEel-l AND eo MILL VI6QUEEN OVER
CLEAN COMPACT TERMI1E TREATED WIL
60TTOM OF i=OUNDATION
MINIMUM 12" eaoUJ GRADE
*!) YERTICAL. Rooe FROM
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WITH 24" LAP MINIMUM
810" t3LOCK WALL DErAIL NOT TO eCALE
6TEEJ.. Pi. YCl.IP6
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PLYUJOOD NAILED Ae e.l-lOUJN Ie DEelGNED TO
WlTl-l En AND MAXIMUM UJIND LOAD RATING OF
130 MPl-l
INr erUD llJA1J_
p.r. PLAt!: ANCI-lOREO
Wlll-l eOLte AT 2411 O.C,
4'1 CONCRI:l!: eLAe
MIN. 2000 pel
Ovl::R tRl:A rt:D
COMPActED FILl.
6>X6> 10/10 llJll.JM
(OR EQUAL)
4'1
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I 11211 NAlle
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all
ARKA'!' ENGINEERING INC.
6TRUCtURAL ENCsINEER6
~
LOAD SEARING GARAGE l==OOTING
RICl-4ARD L. KIDDE'!' p.e.
FLORIDA LICEN6e NUMBER 312~6
I I-lERB'!' CERTIF'!' Tl-4AT Tl-4E~e PLANe AND ~PECIt=ICATIONe
UJAe PREPARI:O 8Y ME OR UNDER MY DIRECT ~UPERVI510N
ARe IN COMPLIANce UJITl-4 THe t=LORIDA 8UILDINCs CODe 2001
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l'OUR MAI-lUFACTUREe INe.TRUCTION TO t',EET
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YOUR JOa LOCATION. AU. ANCHOR eCREWe.
HU&T PENETRATe aLOCK WALl.. A MINIMUM OF
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eTRIP TI4AT Ie THe MiNIMUM WIDTI4
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T. NAILe MAXIMUM 10' OC.
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END
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RIDGE BOARD END
24"
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1-13 HURR e.TRAP liI 4a"
OC TYP.
G~CiION IIAII a UAII
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ALL CONNECTOR6 ON V ALLE'1' FRAMING DeTAIL
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ARKAY ENGINEERING INC.
6TR(jcru~AL. ENGINEERe,
3/1~" g 110"
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EC~ANICAL FLA
leAl.. CONTRACTOR TO VERIF'r AU DUCT
UNIT 6\ZS. THliI MECHANICAl.. DRAWING& ARB
T A eTR~TURAJ.. PART OF DRAWINae AND MAl'
Ml' IN FII!l..P WITHOUT APPROVAl.. ~OM ENGINEE:R
OF RecORD
MeCj.{ANICAL CONTRACTOR TO PROVIDS A RaTURN AiR
CoR!l.l. FOR ALl. ROOMe. Tj.{AT j.{AVS: A UNI3A!.ANCeD AIR
FLOW PER F.M.C. ~1.~CU~-DCO~~
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ARKAY ~lle4{O
RICl-!ARD L. KIDDl::Y p,e.
FLORIDA LICENe.e NUMBER ~,~~
I l-iERSY C~TIFY Tl-!AT TI-4Ee.e PLANe. AND e.PECIFICATIONe.
WAe. f>REPARW ay ME O~ UNDm MY DIRECT e.UPERVIe.ION
ARE IN COMFLrANCE WIT~ tHe FLORIDA aUil-DING CODE 2001
FOR 110 MPI-4 ( 3 e.ECOND "'Ue.T ) WINO ZONE - '00 MP~ FAe.TEi?JT
e,PEED
-;-HE CLIENT UNDER5TAND5 THAT THE DI:51GNER CARRIE!; NO UA61LITY INGURANCE AND tHE:.'REfORE
ACoREE5 TO l-iOLO HA<i:MLE6S. IDEMNIFY, AND DEFEND DE61G1NER FROM All CLAIMS, L06eE5 AND
E)(PENoE5 (INCLUDINGI REA60,!A6LS: ATTORNey FEE5) p.RlelNG OUT OF OR REeUL TINGo FROM THE
PROJECT. THE DEelC:.NER WILL IN CoOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONeTRUCTION
DRA:!iINc.e, BUT IN THE ",vENT ERRORe OCCUR THE DE&IC.NER WILl. NOT BE UABLE FOR C05T OF
REPAlf<5 OR DELAY TO THE CONeTRUCTION
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