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<br />
<br />GENERAL. NOTE8:
<br />
<br />tl-1l& elJll.DING I-1Ae ~EEN DE61GNED TO CONFORM TO THE FLORIDA eUlL.DING CODE 2001.
<br />
<br />ARKA'r" ENulNEERING INCt A REGIMERED I.ICENe.ED, FLORIDA PROFEMIONAL MRUC't1JRAI.
<br />ENGINlOeRlNu COMPAN'r", ~A& APPLIED" RAtIONAL ANALY&le" FOR THE &TRUCTURAL. DE&IGN
<br />OF T1418 &TRUCTURE
<br />
<br />THE elJII.DINu ( INCI.UDINu All. COMPONENT! AND CLADDING! el-lAlJ. ~E DE&IGNED FOR THE
<br />FOllOWING &UPERIMPO&ED LOAD&
<br />
<br />R.ooR&,
<br />LIVS LOAD& . 40 P.&.P.
<br />DI!AO LOAO& . 10 p.a....
<br />
<br />GA~AuF. 8LA6.
<br />l.iVI! I..OAD& . W 1U.8.F.
<br />DeAD LOAD& . 10 F.e.F.
<br />
<br />ROOF.
<br />
<br />WIND.
<br />
<br />LIve LOAD& (TRUM TOP CORD) .20 F.e.F.
<br />DEAD LOAD& (tRU&e TOF CORD) . 10 F.e.F. la F.e.F. UMeN tiLE ROOF INeTALI.ED
<br />DEAD 1.0AD (tRU&e 6OTtOM CORD) . 10 P.&.F.
<br />A&e.UMED TRU&e eELF WEIGI-1T ( DEAD lOAD) . 1 F.&.F.
<br />
<br />~U1LDINu Ie DEe.IGNED TO CONFORM TO A6CE 1-~8. Cl-lAPiER 6. PER FI.ORIDA eUtLDINCr
<br />CODe 2001 eEctloN 1606).1
<br />
<br />WIND DEelGN A6&UMPT10N6.
<br />
<br />eul1-DINa EXPO&URE . B
<br />eUILD1NG IMPORTANce FACTOR. 1.0
<br />MEAN ROOF I4E1GI-1T 30' OR LE&&
<br />~EIG~T . EXPoe.URe ADJ.JeTMENT& COEFFICIENT. 1.0
<br />eNCLoe.ED etJlL.DINC:r
<br />INTERNAL PREe.&UR5 COEFFICIENT. + I .0.18
<br />&Ee WIND ePEED INFORMAtION eTATED ON PLANe
<br />
<br />50lL 6EA~ING ~ COMPACTIONs
<br />
<br />T1--<Eee PLANe WERE DRAWN BAe.ED UPON AN AlLOWAeLe eo It. BEARINa CAPACITY OF
<br />2000 P.8.F.( MINIMUM) THe CONTRACtOR/PROPERrY OWNER 1& RE8PONelal..E FOR VeRIFYINCr
<br />TI-1AT Tl-1e WI!. ON Tl4e ~mE 1& PROPERI..'r" PREPARED AND COMPAcTED euCl-l THAT IT cAN
<br />&UPPORT A 2000 p.e.F. FOUNDAtiON 1.0ADING
<br />
<br />ARKA'r" eNGINEERING INC. A RE61&TERED I.ICEN&ED FLORIDA PROFEe&fONAL &TRUCTURAL
<br />ENGINEERINu COMPAN'r", DE81GNED tl4E&e FOUNDATION& Win-lOUT VI&ITIN6 THE CON&tRuCtION
<br />&ne NOR PERFORMING ANY 5011. tEeTIN6
<br />
<br />ARKA'r" eN61NEERING INC e~ALL NOT Be REe.PONe.IBLe FOR tl-1e <E &011.. ABI1.ITY TO etlPPORT
<br />THe eulLDIN6 LOAD&
<br />
<br />FOUNDATION ~ 8LA6 - ON- GRADE NOTEe =
<br />
<br />BW1-DINu e.ITe &l-lALI. Be 6CRAPED TO REMove AlJ. ORGANIC MATERIAL6:.
<br />AN'r" ADDITIONAL FILL PLACED ON Tl-1e BUILDING PAD AREA, eMAlJ. ee COMPAcTEO
<br />e.uCl-l TI-1AT iT CAN AOEatJATEJ.. 'r" &UPPORT A 2000 P.~.F. FOUNDAtION LOADING. &LAa
<br />&I-lALI. Be pLACe OVER ~ 6 MIl.. VApOR BARRIER ON Cl.EAN ADEQUATe!. 'r" COMPACTED
<br />AND TERMITe POI50NED 1011.
<br />
<br />CONCREtE UTll.lZEO IN THe FOUNDATION AND &I.AB& &I-IALL l-lAVE A MINIMUM 28 DAY
<br />COMPRe&e.IVE &TReNuTI-I or 2S00 p.e.F.
<br />
<br />REINFORCING &TF..El.. &I-4AlJ.. Be 6RADe 40 MINIMUM AND IDENTIFIED IN ACCORDANce
<br />WITI-! MTM A -61S. LAP &pL.ICe&, Uft.lERe ReaulRED eMALI. ee A MINIMUM OF 2S. FOR
<br />-S REBAR , ~. FOR '6 REBAR . 3~" FOR" REBAR
<br />
<br />PLAN& ARe eNGINEERED FOR A MAXIMUM &TEMWALL HEI6~T OF 4 COURe.E& ( AFTER
<br />FINAL 51Te 6RADIN6) Tl4e CONTRACTOR OR eulLDINa OWNER &l-lAlJ. DetERMINE tl-lE
<br />EXACT &iEMWALJ. I4EIGI-IT BAe.e UPON elTE CONDITION8 PRIOR TO POURING Tl4e FOUNDATION
<br />AND CONTAcT ARKA'r" ENGINEERINu Wl4eN MORE Tl-lAN 4 COURee ARE REatJlRED
<br />
<br />A FOUNDAtiON e.uRVE'T' el-lALL Be PERFORMED AND A COpy OF T\-IE e.uRVEY 81-1AlJ. Be ON e.ltE
<br />FOR T145 BUl1-DING INe.PECTOR& ueE , OR AL.L PROPERTY MARKER& &l-lALI. Be EXPO&eo AND A
<br />eTRING e.TRECTED FROM MARKER TO MARKER TO VERFI'r" REatJlRED e.eT BAcK&
<br />
<br />MA50Nf<"( WALLe:
<br />
<br />CONCRete MA50NR'r" UNIT \?l-lAlJ. BE l-lOl.LOW UNIT MAeONR'r" IN ACCORDANCE WITI-I Ae.TM C.SO
<br />AND eI-4AI.I..l-lAVE MINIMUM F'M or lS00 p.e.l.
<br />
<br />MORTAR el-lAlJ. CONFORM TO AeTMC .rlO AND &l-lAlJ. Be Eltl4ER TYPE M OR &
<br />
<br />REINFORCIN~ &TEEl.. &J.IAL1. ae GRACE 40 MINIMUM AND IDeNTIFIED IN ACCORDANce
<br />WITI-1 A&TMA-6IS. LAF 6Pl..ICE& WI-iERE REQUIRED e~AL.l. BE A MINIMUM OF 2&" FOR 'S REBAR
<br />30" FOR '6 REeAR AND 3S" FOR 111 REBAR.
<br />
<br />~ROUT FOR TI-IE POURED CElJ.e. AND LINTEL& el-lAlJ. l-lAVE A MAXIMUM COUR&e AG6RE6ATe alze
<br />OF 3/8" PLACED AT 8 TO 11 INCl-l e.LUMP AND HAve A MINIMUM 2a DAY COMPREe&IVE &TREN6tl-l OF
<br />2000 p.e.l. ( UMeN TEeTED PER AeTl1 C.IOI~ )
<br />
<br />PROVIDe Cl.EAN OUT OPENIN6& ( 12 ea. IN. ) IN CElJ.e CONTAINING &PLICED REINFORCEMENT. Wl-1eN
<br />THE 6ROUT POUR EXceeo& S feeT IN ~EIGl-l't
<br />
<br />ROOFIN~ ~ FLA514ING5:
<br />
<br />ROOFIN6 aY&TEM AND FLAeMIN6 A& eTATED IN PLAN& MU&T CONFORM TO CI-1APTER 1& OF THe R.ORIDA
<br />eul1-DIN6 CODe 2001. Fl.Ae.I-4ING e.PECIFIC e.ECTION IS01.3.9 CONTRAcTOR OR OWNER MU8T PROVIDe WITI-I
<br />PLAN& &PECIFlC PRODUCT INFORMATION DeTAILIN~ IN&TAl.LATION or PROOUC't TO MEET WIND OE&16N&
<br />OF Tl-lle eeT OF DRAWING&.
<br />
<br />TIM6ER MATERIALe:
<br />AL1. TIMe!::R& MATERIAL& el-lAlJ. BE AS FOLLOW&t
<br />
<br />LVL aEAM8 eMALL Be ('.~E) MCALLI&TER LVI. MATERIAL& MANUFACTURED ay TRU&& JOI&T
<br />MACMILLAN ( OR EQUAU
<br />LUMeER UtiLIZED IN 6Ot1'OM PLATE. top PLATE& poeT. &11.JD& PACK& AND eeAM&
<br />e.l-lAlJ. Be "2 YELl.OW PINe (OR BETtER)
<br />
<br />EXTERIOR AND INTERIOR LOAD BEARING &TUD& eMAIJ. Be t2 &pRUCe ( OR aetTER)
<br />AL.1.. OTI4ER &TUD8 eMALJ. ae "enJD GRADEft 6PRUce &PACe 16ft OC. ALl.. SPLICE& At
<br />TOP Pl.ATE MU&T ae MINIMUM 4'0" AND NAILED 4" OC UJITI-I12D COMMON NAI!.&
<br />
<br />P~L PoeT e.l-lAlJ. ae (l.eE> PARAI.LAM Pe.L MAiERIAL& MANUFAcTURE& BY TRUMJOI&T
<br />MAcMIl.I.AN (OR EQUAL). &ee PoeT 6UPPORT TAal.e FOR LOAD VALUee,
<br />
<br />EXtERIOR WALL& &\-IAL!. Be CONatRUCtED WITI-11n" PLYUJOOD OR 1/16" o.&.a. ( 2-M..UJ RATING) NAILED
<br />WITH eD NAII.e. 6PACe AT 3" OC ALONa ALL l-lORiZONTAL JOINT& AND ED6ee, 6' DC ALONG AlJ. VERTICAL
<br />,J01NT8 AND ED<'lIE& AND 12" DC ALONu ALL INTERMEDIATE &TUDe.
<br />
<br />AT OPENIN6& s'o' WIDe OR LARuER aTRAP t-IEADER aEAM TO tl-le ~IEADER eTUD& UJltl-l (2) USP OR &iMPSON
<br />L&TA24 &TRAP tlE& AT eACH END OF HEADER BEAM. ANCHOR BorrOM OF HEADER &nJD& TO FOUNDATION
<br />WITH U&P OR 81MPOON HTt16 TEN&ION tiE.
<br />
<br />INTERIOR &nJD uJALL& TO ae OF 2 X 4 t2 e,PRuce OR SETTER WITI-I &INGLe 2 x 4 P.T.
<br />PINe 6OTtOM PLAte AND &INGLe 2 X 4"2 e.PRuce TOP PLAte WITH eTUDe 6PAcED
<br />MAXIMUM 24ft DC. WALL& TO I-1AVe In" ~YPe.uM 60ARD eACH 61DE, WITl-l WALL& AT
<br />6ARA6E TO HAve MINIMUM R.IIINe.ULAtION
<br />
<br />ANCl-lOR WOOD eMeAR WALL& 8E6MeNT& TO FOUNDATION WITH &IMPOON L t1'20B TeN&ION tie At EACH
<br />END OF WAlJ. aeuMeNT& AND AT ANY WAI.L &EGMeNT INiER&ECTION ( BUI1-DIN6 CORNER&)
<br />
<br />ANCl-lOR tRU8& 'to WOOD BeARING LOCAtION& AS roLLOWe..
<br />
<br />ROOF UPLIFT& OF 4&~' AND !.EM U&E (I) lJe.p RT3 OR eIMP50N l-l3 HURRICANe tie
<br />
<br />FOR UPLIFT& FROM 4%' TO ~IC' U&e (2.) U&P RT3 OR &IMPOON 143 HURRICANe tlE&
<br />UPt..IFt& FROM ~I\' UP TO 14SO' U8e A uep ~TW20 OR e.IMPe.ON I-lT820 TWl&T &tRAP
<br />
<br />ALL PLUMBINu, eLECtRICAl. AND Mec~ANICAL ROUUH IN& MU&T ae COMPLETE. IN&PECtED AND APPROVED
<br />PRIOR TO REaue&TING THE FRAMING INePECTION.
<br />
<br />IF DEalRED, EGlUIVALENT CONNECTOR& MADE ay ANOtl-1ER &UPPl.IER MAY Be ueED IN PLAce OF Tl-le
<br />Ue.P OR &IMP50N CONNECTOR& e.HOWN
<br />
<br />,He CLIENT UNOERaTANO& TI-lAT THE OE61GNER CARRiE! "l0 L.1.A8ILITY' IN~RANCE AND T14ERE1=ORE
<br />AGREEe. TO I-IOLD I-IARML.E6&, IDEMNIF'l', AND DEFEND DEe.IGNER FROM AL.1.. CLAiMe., LOME6 AND
<br />EXPEN6E! (INCLUOIN<!I REAMNAeLe ATTORNEY FaE!) ARI&IN6 OUT OJ: OR RE&JLTIN6 FROM T!-lE
<br />PROJECT. ~e DE51<!1NER WIL.1. IN C:tOOD FAITH AT1EMPT TO PROVIDe ERROR FRES CON~TRUCT10N
<br />DRAWING!>, eu1' IN Tl-lli EVENT ERR~e. OCC-UR TI-!E DE61GNER WILl. NOT eli I..IAeLS FOR coeT OF
<br />REPAIR8 OR DE1.AY TO THE CON&iRUCTiON
<br />
<br />80lL TERMITE TREATMENT:
<br />
<br />INITIAL 0011. POI50NIN6 TREATMENT &I-lAl.L eE DONE AFTER AL.L EXCAVATION
<br />BACKFILLINu . COMPAcTIN6 ARe COMPLete (PER Fee 1816.1.1)
<br />
<br />AN'r" 0011. Dlei1.lRBED AFTER tHe INITIAl. TREATMeNT el4ALL ee Re tReATED
<br />( INCLUDIN6 ANY eOXEO OR FORMED AREAS) (PER Fee 18161.2.)
<br />
<br />BOXED AREA& IN TI-le CONCRete aLAe FOR INaT ALLA TION OF TRAP& eMALL ae MAOE
<br />WITl-l PERMAMENT MeTAL OR PLA&TIC FORM&. PERMAMeNT FORM& MU&T Be OF AN ADEQUATE
<br />&I.!E . DEFTl-l TO eLIMINATe AN'r" DI&TU1QBANCE OF tl-le 001L. AFTER tHe INITtAL TReATMeNt
<br />(~lf1 Fee 1&16.1.3)
<br />
<br />.4 MI'-lIM!JM ~ MI!.L. VA,.CIlt 9AIltl'tIt:'" ,""Uti, !!IJ INt'I'AL'..l!.O M Flltcteo, AC:tAIl'J&' pltAINI'AlJ.
<br />DILUiiCN :i= ~,~:NrA!.L OCCUi<S aa:ORE V~\'POR BAR~I~~ PLACEMENT, ;;{E 'fREAil"iENT !:-lALL.
<br />ee REQUIRED (PER F6C 1816.1.4)
<br />
<br />2X4 eLOCKINu AT AlJ. .JOINT& 0 0
<br />IF PLYWOOD RUN& I-lORIZONTAL
<br />NAIL. all OC WITl-l 8D NAIL& 0 0
<br />
<br />ALL BUILDING& ARe REatJlRED TO I-1Ave A PRe CON&TRUctlON TERMITE TREATMeNT
<br />(PER FeCI8Ib.1.1)
<br />
<br />
<br />AFtER AI.l. WORK 1& COMPLETE ANY LOO$E WOOD AND FILl. MUM Be REMOVED FROM
<br />aelOlU AND WITI-1IN 12" OF Tt-Ie BUILDING. THle. 51-4ALL INCLUOE AL1. GRADE &TAKE& TUB
<br />TRAP 60XEe., FORMe, &l-lORING AND ANY OTI-1ER CE1.LUL.O&e CONTAINING MA TERJAI.&
<br />(PER FBC 2303.1.3)
<br />
<br />NO WOOD VEGETATION, &TUMP&, CARDBOARD, TRAeM, ETC, el-lAL!. Be BURIED WITHIN IS' 0"
<br />OF AN'r" BUILDING OR PROPO&ED BUI1-DIN<:i (PER Fee 2~31.4)
<br />
<br />ANY CONCRETe OVER POUR MORTAR OR &TUCCO MAtERIAL& ALON6 TI4E FOUNDATION PERIMeTER
<br />MU8T BE REMOVED PRIOR TO EXTERIOR &O!L TREAil"IENT (PER Fee 1816.!.S)
<br />
<br />EXTERIOR 5011. TReATMeNT MUeT BE APPLIED UNOER ALl. EXTERIOR CONCRETe OR GRADe
<br />WITI-1IN 12" OF THe &TRUCtURE &IDe WALl.& (PER rec 1816.1.6)
<br />
<br />AN EXTERIOR VERTICAL CI4EMICAL. BARRIER el-lAL1. ~e IN&TAlJ.ED AFTER CON&TRUCTION Ie
<br />COMPLEte ( INCLUDING !..AND6CAPIN6 AND IRRIGATION) AN'r" 0011.. DleTURBED AFTER THE
<br />VERTICAL BARRIER 18 APPI.IED, eMAlJ. ae RETReATED (PER Fee lel6.1.6)
<br />
<br />IRRIGAtiON I 8PRINKLER &YeiEM& INCLUDING ALL RI$!:;Ra AND &PRA'r" I4EAD& el-lALJ. NOT Be
<br />IN&TALI.ED WITH 12" OF tl-lE eur1-DIN6 &IDEWA1.l& (PER Fee 1603.4.4)
<br />
<br />CONOeNeATE AND ROOF DOWN e.POUT& DI8CI-lARGe A't I.EAe.T 12" AWAY FROM Tl-Ie BUILD IN<)
<br />aiDE WALI.& (PER F6C IS03.4.4)
<br />
<br />THE DI&TANCe FROM THE EXTERIOR WALl. COVERINu (EXCEPTION&. PAINT AND DECORAtive
<br />CEMeNTITIOU& FINIe.l-l LEe.e T~AN S/8" T~fCK ADI-iERED DIRECTI. 'r" ONTO Tl-ie FOUNDAtION WAlJ.)
<br />AND FINAl. EARTI-I GRADE &I-lAI.1. NOT Be I.Ee& Tl-lAN 6" TO AlJ.OW FOR IN&PECTION FOR FUTURE
<br />iERMITE INFEeTATION& (PER FeC 1403.'.6)
<br />
<br />A · CERtiFICAte OF COMPI.IANCe~ al-lAlJ. Be IMUED TO THE aUILDIN6 DEPARTMeNT ay A LICEN8ED
<br />PEaT CONTROL COMPAN'r" BEFORe A" CERTIFICAte OF OCCUPANC'r" WILL Be 1&e.uED. THe CERTIFICATE
<br />eMALL. &TATE. (PER Fac 18IS.I.1)
<br />
<br />" tHE BUI1-DIN~ I-IAe R!:CEIVro A COMPLETe TREATMENT FOR THE PREVeNTION OF e.UBTERRA!'.eAN
<br />tERMITE&. tHE TReATMENt 1& IN ACCORDANce Wltl-l Tl-1e RULE& AND LAW& OF t145 FI.ORIDA DEPARTMeNT
<br />OF A~RICUI..11..lR5 AND CON&UMERe eERV1CEa
<br />
<br />A PERMAMENT &16N t\-lAT IDeNTIFIE& tHe TERMITe TREATMENT PROVIDER AND NEED FOR RE IN8PECTION
<br />AND TReATMENT CONTRAcT RENEWAL &l-lALI. BE PROVIDED. tl4e e.IGN el-1ALL Be PO&TED NEAR tl-lE WAtER
<br />~EATER OR ELECTRICAL PANel. (PER F6C 104.2.6)
<br />
<br />T~ue5ee:
<br />
<br />IF THE CONTRACTOR , TRU&8 MANUFACTURE OR ANY OTI-lER DEe./6N PROFE5510NAL REVIe.e T1--<F-
<br />TRU.Se. &Y5iEM LAYOUT FROM Tl-lOe.e e.l-lOlUN ON Tl-iEe.e PI.ANe ARKA'r" EN61NEERING, INC Ie
<br />REOUIRED TO REVIEW AlJ. FINAL CON&TRUCT10N DOCUMENT& FOR COMPLIANCE WITH THE
<br />OE51GN INTENT PRIOR TO COMMENCEMENT OF Tl-lE PROJECT
<br />
<br />UP I.IFT CONNECT10N& FOR MA50NR'r" WAI.L&
<br />
<br />DBL TOP PLAte
<br />
<br />NAILED a" OC TO TOP
<br />AND eOTTOM PLAree
<br />
<br />n.
<br />
<br />aTEE!. PL YCLIPe
<br />
<br />NAIL WITI-I 8D R& NAIL&
<br />
<br />NAIL WITI-1 eD R& NAILe.
<br />
<br />
<br />)
<br />
<br />
<br />
<br />.
<br />
<br />24" OC
<br />
<br />
<br />
<br />t
<br />
<br />~
<br />
<br />
<br />· J611
<br />
<br />'OJ
<br />6"
<br />. 0
<br />
<br />. 0
<br />
<br /> . "
<br /> ::J6ft o "
<br />. 16. OC
<br /> o .
<br />~ ~ . o "
<br /> 0 . .
<br /> . . .
<br />. . 0
<br />
<br />. "
<br />
<br />. 0
<br />
<br />. 0
<br />
<br />. .
<br />
<br />. .
<br />
<br />" .
<br />
<br />" .
<br />
<br /> . 0
<br /> " . . .
<br />. 0 . ,
<br /> " 0 . "
<br />" .
<br /> . " . .
<br />. "
<br />0 0 o " . "
<br />
<br />FL YWOOD NAIL FATTERN ( WALL)
<br />
<br />FLYWOOD NAIL FATTERN (ROOF)
<br />PLYWOOD NAILED A8 81--10WN 18 DE81GNEP TO WITI--I 8T ANP
<br />MAXIMUM WINO LOAD ~ATING OF 130 MFI--I WITl-J FA8TE8T
<br />8FEED CF 110
<br />
<br />lOL YWOOD NAILEO A8 81-10WN AND U81NGr 8IMlO80N L TT20e
<br />ANCI-IO~8 A8 81-i0WN ON FLOOR lOLAN C~EA re 814EER WALL8
<br />OF EXTERIOR WALL& OF 8TRUCTURE
<br />
<br />[I]
<br />
<br />
<br />
<br />13 e.1-l
<br />
<br />c=J
<br />o
<br />
<br />((5J
<br />"'-/
<br />o 0
<br />- : /\
<br />
<br />'" ,
<br />.......__..---~
<br />,
<br />,
<br />I
<br />,
<br />,
<br />I
<br />c:;:J :
<br />N , I
<br />I I
<br />.....---4
<br />,
<br />,
<br />I
<br />,
<br />,
<br />--.,-...
<br />--.,---..
<br />3' ~.
<br />I
<br />I
<br />I
<br />Q :
<br />, I
<br />, I
<br />I I
<br />...__.........1.......__J
<br />
<br />~
<br />
<br />~
<br />
<br />TYPICAL WOOD BEAM
<br />AS e,I-IOWN ON PLANS
<br />
<br />~
<br />:1
<br />
<br />
<br />~
<br />~
<br />
<br />
<br />
<br />1/2" '1080 LOW CARSON TI-lREADro ROO
<br />THROUGH CENTER OF BEAM ABOVE DOWN
<br />THROUGI-l CENTIOR OF COLUMN CONNECTW
<br />TO S/8" >< ," ( 1/211 BOL.T e.IZE ) REO !-lEAO
<br />EXF'ANelONe 6OI.T WITI-l A 1/2" .A!:-~3 COUPLING
<br />NUT ANO A 112" >< 2" ~IJARE WA~!-lER TIC,HiEN
<br />OOWN TO e.LAe. uee 11211 >< 2' X 2" e,QUARE WA&I-lER
<br />AT TOP OF WOOD eEAM WITH A .AM3 V2' NU1', TIGl-liEN
<br />NUT OOWN TO COLUMN CAP.
<br />
<br />ROOF UPLIFte. OF 1800' AND LEe.e. uae (1) e.IMPe.ON 1--<ETA24 WITl-l (16) 10D X I In" NAIL&
<br />ROOF UPLlFT& OF 2310' AND LEM uee (I) &IMP&ON I-l14ETA24 WITI-I (21) 10D X I 112" NAIL8
<br />ROOF UPLlFTe. OF 3~6S' AND LEe.& U8e (I) 5IMP50N MGT WITI-I (22) 10D X 1112" NAILe TO
<br />GIRDER AND S/8" 691.. T to CONCRETE
<br />
<br />~....__._--:"-"""
<br />"
<br />
<br />bdS:
<br />
<br />
<br />ROOF L:PLIFT& OF 10seO' AND LEe~ U8E (I) &IMP50N I4GT.2 WITl-l (8) 10D X I tn" NAIl.&
<br />TO GIROER AND (2) 3/4" 60L T& IN CONCRETE (2 PI.. 'r" GIRDeR& )
<br />
<br />ROOF UPLIFTe. OF 10&30' OR LeM U8e (I) &IMP&ON l-l6T-3 WITI-I (8) 10D X I 112" NAIL&
<br />TO GIRDER AND (2) 3/4" eoL T& IN CONCRETe (3 PI.. Y 6IRDER& )
<br />
<br />ROOF UPLIFT& OF ~2SO' AND LEe.e U$E (1) e.IMF&ON l-l6T-4 WITI-4 (16) 10D X I 112ft NAll.e
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<br />ELECTRICAL, FLUM6ING, .. MECI4ANICAL:
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<br />IN ACCORDANCE WITI-I Cl-lApteR 411.003 m (I) OF Tl4e FLORIDA AOMINIMRATlVe CODet ELECTRICAL
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