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<br /> <br />112" CDX OR 1/16' 066 ROOF 6~EATHINUi <br />NAILED 6' OC ON ALL EDUiEe AND IN THE <br />FIELD WITH ~D NAILe, U~ eTEa PL .,..CLiPe <br />AND .IS FELT WITH eHINUiLEe,L RIDUiE VENT <br />A& REQUiRED <br /> <br />U6E ()) e.IMPWN HIO CLIP AT <br />ALL TRuoe TO WOOD WALL <br />LOCATIONe, FILL ALL NAILe <br />HOLEe WITH IODXl 112" NAILe. <br /> <br />'J <br />2 X 4 UJOOD we FAOCIA WITH <br />ALUMINUM FA6CIA AND DRIP <br /> <br />ALUMINUM WFfIT <br /> <br />DeL2X4 <br />TOF PLATE <br /> <br />MINIMUM R-Z2 INWLA TION <br />IN ATTIC AREAe <br /> <br /> <br />PRE-ENG, TRU~~E~ <br /> <br />elMPWN 1-110 <br />WI 6 - 6d TO TRU~e <br />. TO BEAM <br /> <br />eEE FLOOR <br />PLAN <br /> <br />ALL TOF PLATE ePLICE MueT <br />6E MINIMUM 4'0' NAIu:D 4' oc <br />WITH lID COMMON NAILe. <br /> <br />112' CEILING. T'T'PE <br />u..,..peUM 60ARD <br /> <br /> <br />eIMP~ON AC4 MAX PoeT TO 6EAM <br />ANCI-lOR e- 16D NAILe TO PoeT AND <br />12-16D NAILe TO BEAM <br /> <br />4" X 4" P,T, WOOD poeT <br /> <br />I <br /> <br />DeL 2 X 12 t2 FINE WITH ONE <br />LA.,..ER 112' PL .,..WooD IN CENTER <br />OVER ALL DOOR AND WINDOW <br />OPENINUie <br /> <br />ALUMINUM elNUiLE <br />I-lUNu. WINDOUJ& <br /> <br />2 X 4 eTUD WALL AT 16" OC WITH 1/2" CDX OR oee WALL <br />e.HEATHINUi NAILED l' OC ON TOP AND 130TTOM PLArEe <br />AND 6" OC ON eTUDe, ueE nVEK OR EaUAL l-lOuee WRAP <br />AND e.IDINUi OR WIRE LAm AND e.rucco. <br /> <br />R-II INeULATION IN WAue <br /> <br /> <br />PORCI-l 5LA6 <br /> <br /> <br />elMPWN ABU44 WI 12 - 16d COMMONe <br />TO poeT - (I) !;/e" X 6" ANCI-lOR 60L T <br />MUeT I-1AVE 2" MIN CONCRETE EDGE ON <br />ALL 51DE OF PoeT ANCI-lOR <br /> <br />T'T'PICAL 4" CONCRETE eLA6 WITH WIRE MEel-l <br />OR FleER MEel-l AND e. MILL VleQUEEN OVER <br />CLEAN COMPACT TERMITE TREATED 60IL <br /> <br />TE:M WALL NOTE:, STE:MUJALL HE'GHT TO 6E: DETeRMIN <br />ER Tl--'E: OlUNE:R C CONTRACTOR TO FIT THE: SITE: <br />( AXIMUM 4 E:XpOeED COURSE:S IN HEIC>HT IF MORE <br />HAN 4 COURSES ARE NEEDED _ CONTACT ENGINEeR <br />RIOR TO FQ-JNDATION pO'JR. <br /> <br />elNG.LE 2 X 4 F,T. 60TTOM PLATE eECURED TO eLA6 ~ <br />WITH 112" X a" ANCHOR 60LTe 24' OC OR s/a' X 1" <br />eLEEVE ANCHORe, ueE 112" X 2" X 2" ealJARE WAe~ER <br />10' .. <br /> <br />.S VERTICAL RODe. Ae <br />eHOWN ON FOUND A TION <br />FLAN <br /> <br /> <br />60TTOM OF FOUNDATION <br />MINIMUM 12" 13ELOW u.RADE <br /> <br />16" <br /> <br />T'T'PICAL 10" X 16' FOOTINUie WITH <br />2 EACI--l .S RE6AR ON CHAIRe <br /> <br />2 X 4 910" WOOD WALL DEl AIL <br />NOT TO eCALE <br /> <br />FoeT I 6EAM DETAIL <br /> <br />D <br /> <br />00 <br /> <br />CJ <br />eX4X4 <br />00 CFM <br /> <br />~ <br /> <br />o <br /> <br /> <br />o <br />10Xi&Xi& <br />100 CFM <br /> <br />o <br /> <br />10X'OX, <br />100 CFM <br /> <br />10XIOX' <br />I!;o CFM <br /> <br /> <br />CJ <br />eX4X4 <br />so CFM <br /> <br />@( <br />1 <br />, <br />~tj <br /> <br /> <br />o <br /> <br />lOX OX, <br />I!;o CFM <br /> <br />T-.I.:&'", <br />, 1 , <br />I ' , <br />, , , <br />, , , <br />, , I <br />.6._J_.1 <br />, <br />, <br />, <br />, <br /> <br />o <br /> <br />IOX10X' <br />100 CFM <br /> <br />o <br /> <br />lOX lOX' <br />'00 CFM <br /> <br /> <br />" <br />II <br />II <br />" <br />" <br /> <br />[J <br /> <br />'OX'OX' <br />1;.0 C~M <br /> <br />CJ <br />o <br /> <br />~~ <br /> <br />?!'X20 <br />R.A,Ct. <br /> <br /> <br />, <br /> <br /> <br />@[QJ <br /> <br /> <br />.ObJ <br /> <br />o <br /> <br />IOX10X' <br />I!;O CFM <br /> <br />ATTIC STAIR$ <br /> <br />~~ <br /> <br />" <br /> <br /> <br /> <br />MEC~ANICAL PLAN 3/1~" = 1'0" <br /> <br />MECHANICAL. CONTRACTOR TO VERIFY AU. D\.CT <br />AND UNIT ~,ze. THE MECHANICAL. DRAWINCt~ ARE <br />NOT A ~1'R\.CT1.IRAL. PART OF DRAWINCt~ AND MAY <br />V ARY IN FIB..P WITHOUT APPROVAl. FROM ENGINEER <br />OF RECORD <br /> <br />MECl-<ANICAl. CONTRACTOR TO PROViDE A RETURN AIR <br />"'RIll. FOR ALl. RooM$ TI--IAT I--IAvE A UNflAI.ANCED AIR <br />FLOW PER F,M.C, 1&01.4 OR UNDER CUT DOORS <br /> <br />THE CLIENT UNDERerANDe THAT THE DEelC:oNER CAR-RIEe NO LIAeILJiT' INeuRANCE AND THEREfOR-E <br />AGREC& TO !--!OLD HAR-MLE6e, IDEHNlf''''', AND DS'ENP DEelGoNER FROM ALL CLAIMe, L06eEe. AND <br />cxPEN6Ee (INCLUDING R-~NA13LE AiiORNE.,.. foEEe) AR-16INC:o OUT 01= OR REeULTING foROH THE <br />PROJECT, THE DEelUlNER WILL IN GoOOD FAITI-I ATTEMPT TO PROVIDE ERROR foREE CONeffiUCT10N <br />DRAWINGle, OOT IN THE EVENT eRRORe OCCUR THE DEelGoNER WILL NOT 13E LIABLE FOR coeT OF <br />REPAIRe OR DELAY TO THE CONeTRUCTION <br /> <br />o <br />-01 <br />II) <br /> <br />INT eruD WALL <br />P.T, PLATE ANCl-!ORED <br />WITl-! 60L.Te AT 24" O,C, <br /> <br />o <br />o <br /> <br />4" CONCRETE e.LA6 <br />MIN, 2~0 pe.t <br />OVER TREATED <br />COMPACTED FILL <br /> <br />6X6 10/10 UJWM <br />(OR EaUAU <br /> <br /> <br /> <br />"'-./ <br />o <br />/"'-. <br /> <br />4" <br /> <br />/ <br />/ <br />/ <br />/ <br /> <br />)2" <br /> <br /> <br />e" <br /> <br /> <br />12" <br /> <br />o <br /> <br />1-.& REBAR <br />ON Cl-!AIRe. <br /> <br />NON LOAD SEARING GrARAGe FOOTING <br /> <br /> <br />eee TYPiCAL WALL DETAIL <br /> <br />TYPICAL EXTERIOR eruD WALL <br />P,T. pL.ATe ANCl-!ORED UJ'T~ <br />1/2" X ~. ANCI-lOR 60LTe. AT <br />24" O.C OR !;/e" X 1" EXPAN <br />elON 60L T6 <br /> <br />:1 <br />, <br />:1 <br />, <br />:1 <br />, <br />:1 <br />, <br />:1 <br />, <br />, <br /> <br /> <br />4" CONCRETE e.LA6 <br />MIN, 2~0 pel <br />oveR TREATED <br />COMPACTED FILL <br />PORCl-! FLOOR:ll <br />6X6 10110 UJWM <br />OR FIBERMEel-! <br /> <br />l-1ouee FLOOR <br /> <br />Ii' <br /> <br />o <br /> <br />2-.& REBAR <br />ON C~AIRe <br /> <br />lb" <br /> <br />LOAD SEARING FORCH eTeF FOOTINGr <br /> <br />3a' a" <br /> <br />8' 0" <br /> <br /><2,' 0" <2,' 0" <br />c;.1 Co-' 10' 0" <br />~. t.......................!.......................t.......................t......~~. E..........t.................r <br /> <br />o <br />Cl) <br /> <br /> <br />o <br />Cl) <br /> <br />o <br />Cl) <br /> <br />o <br />Cl) <br /> <br />o <br />Cl) <br /> <br />1 <br />, <br />1 <br />I <br />I <br />l-Joe.e <br />616 <br />I 1 <br />I <br />, <br />1 <br />, <br />1 <br />I <br />r <br />I <br />I <br />r <br />I <br />I <br />I <br />I <br />1 <br /> <br />o <br />Cl) <br /> <br />() <br />Cl) <br /> <br />'----------------t----------------- <br />: 10' 0" <br />l-J05E <br />!BIB <br />: I <br />1 <br />I <br />I <br />I <br /> <br />I <br />r--------------------------- _J <br />I <br />I I <br />L_ _____________________________ _J <br /> <br />"5 VERTICAL REBAR AND FILLED CELLe <br />FROM FOOTINGe TO TOP COARSE OF <br />eTCH UJALL <br /> <br />10' 0" <br /> <br />10' 0" <br /> <br />la' a" <br /> <br />3a' a" <br /> <br />FOUNDATION c$ PLUMBING PLAN <br /> <br />1/4" = 1'0" <br /> <br />ALL FIXTURE LOCA TIONe. MUM BE vERIFIED FROM FLOOR PLAN <br />AND Ie TI-lE REepONe.161L1TY OF PLUMBING CONTRACTOR TO PLACE <br />FIXTUREe IN CORRECT LOCATION, PLUMBiNG DRAIN LlNEe. ARE NOT A <br />e.TRUCTURAL PART OF DRAWINGe AND MAY VARY IN FiELD WITI-lOUT <br />APPROvAL FROM ENGINEER 01= RECORD, <br /> <br />() <br />Cl) <br /> <br />o <br />Cl) <br /> <br />'<t <br />t- <br />'<t <br /> <br />o <br />Cl) <br /> <br />o <br />01 <br />II) <br /> <br />() <br />Cl) <br /> <br />o <br />~ <br /> <br />'t <br />'t <br /> <br />'t <br /> <br />ARKA.,.. ENGINEERING INC, <br />e.TRUCTURAL ENUiINEERe. <br /> <br />RICHARD L KiDDEY P,E, <br />FLORIDA LICENe.E NUMBER 31~6 <br /> <br />I HERBY CERTIFY THAT THEe.E FLANe AND e.PECIFICATIONe <br />WERE FREPARED B"" ME OR UNDER MY DIRECT E;UPERvleION <br />ARE IN COMPLIANCE WITl-! THE FLORIDA 6UILDING CODE 2001 <br />FOR 110 MPl-! ( 3 eEcoND u.Ue.T ) WIND ZONE . ~ MPl--l FAeTEeT <br />e,PEED <br /> <br /> <br />o <br />...... en <br />o z <br />o ~ ~ <br />z en an CD en <br />- en C\I an U.I <br />"e(an N Q <br />en De M an <br />~>-MM <br />- cae( >< <br />~ ~9 ~ <br />Q VI 0:= <br />z ~9...... <br />0,:11....... <br />~ J: .. 0 <br />e( 1 >- C\I <br />::. ~!:: M <br />;> :J (.) C\I <br />>- "U.I an <br />Q C\I Q I <br />Z 00 e( ~ <br />e(MCM <br />0:::," LIJ <br />(.) <br />ii: <br />II. <br />o <br /> <br />...I <br />e( <br />(3 <br />0:= <br />U.I <br />~ <br />~ <br />o <br />(.) <br />~ <br />...I <br />e( <br />t= <br />z <br />iLl <br />Q <br />(j) <br />U.I <br />0:= <br /> <br />'," <br /> <br />'~ <br /> <br /> <br />I <br />Gl ~~ <br />~e)ffi~ <br /> <br />~ ~. . <br />u:~~~ <br />. ~~fi~ <br />~ ~~--J <br />-.0 Q)x~~ <br />~~~:<1"6 <br />ffi~N oU: <br />~ ti! ! <br />\ii- ~ ~ I <br />ill) ~ P <br />~~~~~f <br /> <br />'<t iJ\QQ <br />Q)~U:-J <br />:i <:Q 4- --n <br />. () v <br />~~~~ <br />~ lL rJ) OC <br /> <br />.. <br /> <br />l!! <br /><:( <br />a <br />z <br />() <br />~ <br />~ <br />OC <br /> <br />"t "t "t <br />9 ~ ~ <br />~ 4- 4- <br />000 <br /> <br />3 <br />OC <br /> <br />~ <br /> <br />~ <br /> <br />ti <br />z <br />III <br />o <br />., <br /> <br />.. <br />>- <br />III <br />z <br />3 <br />-<t <br />(l <br />Q <br /> <br />"t <br />9 <br />o <br />~ <br />o <br />~ <br />-<t <br />Q <br /> <br />w <br />u <br />iE~ <br />oQ <br />-OC <br />fio <br />~--1 <br />LL <br />Z ... <br />au> <br />(j):J <br />z- <br />:t:t <br />oOC <br />,>- <br />)t-:t <br />~fu <br />({) <br /> <br />u> <br />ffi '<[ <br />9~ <br />fd9 <br />z LL... <br />au> <br />u>:J <br />z- <br />:t:t <br />OOC <br />,>- <br />O:t <br />>1h <br />'<tN <br />o <br /> <br />LIVING I~OO <br />GARAGE <br />FORC~ <br /> <br />419 <br />112 <br /> <br />TOTAL <br /> <br />21321 <br /> <br />FG <br />2 OF 4 <br /> <br />ARKAY · 11&&& <br />