|
<br />,:
<br />
<br />GENERAL NOTEt>:
<br />
<br />TI-I15 BUILDING !-lA5 61:EN DE51GNED TO CONFORM TO Tl-!E FlORIDA 6l,JILDING CODE 2001.
<br />
<br />ARKAY ENGINEERINGINC: A REGI8TERED LICEN8ED, FLORIDA PROFEe,8/0NAl eTRUCTURAl
<br />ENGINEERING COMPANY: f-IA8 APPLIED' RATIONAl ANAlyere" FOR T(...E 5TRUCTURAl DEelGN
<br />OF TI-I15 5TRUCTURE
<br />
<br />T!-lE BUILDING ( INCLUDING ALL COMPONENT5 AND CLADDING5 5!-lALL 6E DE51GNED FOR Tl-!E
<br />FOLLOWING euPERIMPoeED LOADe
<br />
<br />FLOOR5:
<br />LIVE LOAD/! - 40 P,/!,F.
<br />DEAD lOAD5 - 10 P,5.F.
<br />
<br />GARME 5LAB:
<br />LIVE LOAD/! - 50 P,5.F.
<br />DEAD lOADe - 10 P,5,F,
<br />
<br />ROOf:
<br />
<br />WIND,
<br />
<br />LIVE LOAD5 (TRU55 TOP CORD) . 20 P,5.F,
<br />DEAD LOAD5 (TRU55 TOP CORD) . 10 P,5,F. 16 p,e.F, WHEN TII,.E ROOF INaTALLED
<br />LIVE LOAD (TRU5a 60TTOM CORD) - 10 p,a,F,
<br />A65UMED TRU6e> ~ WEIUHT ( DEAD LOAD) - 1 P.5.F.
<br />
<br />BUILDING la DE51GNED TO CONFORM TO A5CE 1-~, CI-IAPTER ~: PER FLORIDA BUILDING
<br />CODE 2001 5ECTION 1~0~.1.1
<br />
<br />WINO DE51GN A5eoUMPTION5,
<br />
<br />BUILDING EXP05URE . 6
<br />BUILOINGIMPORTANCE FACTOR. 1.0 ( CATEGORY II )
<br />MEAN ROOF I-II:IGI-IT ~' CR LEM
<br />I-!EIGI-lT . EXPOeuRE ADJJaTMENT5 COEFFICIENT. 1.0
<br />ENCL05ED 61J1LDING
<br />INTERNAL PRE65URE COEFf'ICIENT . . I - 0,15
<br />eEE WIND eFEED INFORMATION eTATED ON PLANa
<br />
<br />60lL SEARING . COMPACTION:
<br />
<br />TI-IEee PLANe WEr<e DRAWN BAeED 1.lP0N AN ALLOWABLe eOIL BEARING CAPACITY OF
<br />2000 p,e.FJ MINIMUM) THe CONTRACTCRIPROPERTY OWNER Ie REeppNel6LE FOR VEr<IFYING
<br />TI-IAT TI-lE 50lL ON TI-IE 51TE Ie FROPERLY PREPARED AND COMPACTtD euC!-l THAT IT CAN
<br />5UF'FORT A 2000 F.5.F. FOUNDATION LOADING
<br />
<br />ARKAY ENGINEERING INC: A REG/5TEr<ED LiCEN5ED FLORIDA FROFE5elIONAL 5TRUCTURAl
<br />ENGINEERING COMPANY: DE51GI'\ED THE5E FOUNDATION5 WITI-IOUT VI51TING THE CON5TRUCTION
<br />elTe NCR PERFORMING ANY eOll TEeTING
<br />
<br />ARKAY ENGINEERING INC ~ALL NOT 6E RE5PON516LE FOR Tl-!E 51TE eolL A61LITY TO euFFORT
<br />Tl-!E BUILDING LOAD5
<br />
<br />FOUNDATION . 6LAS .. ON.. GRADE NOTE6 :
<br />
<br />6UILDING 51TE 5i-1ALL BE 5CRAPED TO REMOVE ALl. ORGANIC MATERiL5"
<br />ANY ADDITIONAL FILL PLACED ON Tl-!E BUILDING PAD AREA, 5i-1ALI. B COMPACTED
<br />5UCi-1 T!-lAT IT CAN ADEQUATELY euFPORT A 2000 P.5.F, FOUNDATION OADiNG.5LA6
<br />ei-1All Be PLACE OVER A e, MIL VAPOR BARRIER ON CLeAN ADEQUA,TELY COMPACTED
<br />AND TERMITE POleoNED 50IL
<br />
<br />CONCRETE UTILIZED IN Tl-!E FOUNDATION AND 5LA65 5i-4ALL !-lAVE A MINIMUM 26 DAY
<br />COMPRE5ellvE 5TRENGT1-4 OF 2500 P.5,F.
<br />
<br />REINFORCING eTEEL 5i-1ALL BE GRADE 40 MINIMUM AND IDENTIFIED IN 4CCORDANCE
<br />WITI-4 A5TM A -~IS. LAP 5PLlCE5, WHEr<E REQUIRED ~ALL BE A MINIMUM OF 2S' FOR
<br />.S REBAR , 30' FOR .'" REBAR . 3S" FOR .1 REBAR
<br />
<br />PLAN5 ARE ENGINEERED FOR A MAXIMUM eTEMWALI. I-!EIGI-lT OF 4 COU115E5 ( AFTER
<br />FiNAl- 51TE GRADING) Tl-!E CONTRACTOR OR 6UILDING OWNER 5i-4ALL I!:>l.fTERMINE TI-lE
<br />EXACT 5TEMWALL I-!EIGI-4T 6A5E UPON 51TE CONDITION5 PRIOR TO POUTiING THE FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING WHEN MORE TI-IAN 4 COUR5E ARE REQUIRED
<br />
<br />A FOUNDATION 5URVE'Y ~ALI. 6E PERFORMED AND A COpy or TI-lE e.<;lRVEY 5i-1ALI. 6E ON 51TE
<br />FOR Tl-!E BUILDING IN5PECTOR5 uee , OR ALL PROPERTY MARKEr<5 5i-1ALL BE EXP05ED AND A
<br />eTRING 5TRECTED FROM MARKER TO MARKER TO VERFIY REQUIRED 5ET BACK5
<br />
<br />MA60NRY WALL6:
<br />
<br />CONCRETE MAaONRY UNIT 5i-4ALL 6E I-IOLLOW I.INIT MAeoNRY IN ACCORDANCE WITI-I AeTM C-~
<br />AND 5i-1ALL !-lAVE MINIMUM F'M OF 1500 P.5.I.
<br />
<br />MORTAR ~ALL CONFORM TO A5TMC .210 AND 5i-1ALL 6E EITI-lER TYPE M OR e
<br />
<br />REINFORCING eTEEL 5i-1ALL Be GRADe 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITI-I A5TMA-6\S. LAP 5FLICE5 WHEr<E REQUIRED 5l-IALI. 6E A MINIMUM OF 2S" FOR .S REeAR
<br />30' FOR .'" REBAR AND 3S" FOR ., REBAR.
<br />
<br />GROUT FOR THe POURED CELL5 AND L1NTEL& ~AlL !-lAVE A MAXIMUM COi.lR5E AGGREGATE &IZE
<br />OF 3/8" PLACED AT 8 TO II INCi-4 5LUMP AND HAVE A MINIMUM 28 DAY COMPREMIVE 5TRENGTH Of'
<br />2000 P.5,1, ( WHEN TE5TED PER A5TM C-IOlo:i )
<br />
<br />PROViDe CLeAN OUT OPENING5 ( 12 ea. IN. ) IN CELl.5 CONT AINING 5PLI~ED REINFORCEMENT, WHEN
<br />TI-IE GROUT PO.lR EXCEED& S FEET IN 14EI6I-1T
<br />
<br />ROOFING . FLA6~INGe:
<br />
<br />ROOFING &Y5TEM AND FLA5I4/NG A5 5TATED IN PLAN& MU5T CONFORM to Ci-1APTER IS OF TI-lE FLORIDA
<br />BUILDING CODE 2001. FLA5i-1ING 5FECIFIC 5ECTION IS01.3.<:I CONTRACTO~ OR OWNER MU5T FROvlDE WITI4
<br />PLANe 5PECIFIC PROD./CT INFORMATION DETAILlNGIN/!TALLATION OF PROD./CT TO MEET WIND DE51GNe
<br />OF T1415 5ET Of" DRAWIN65,
<br />
<br />TIMSER MA TERIAL6:
<br />
<br />All.. TIMBER5 MATERIAL5 5i-1ALL 6E A5 FOLLOW5:
<br />
<br />LvL 6EAM5 5i-4ALI. BE n.~EJ MCALl.15TER LVL MATERIAle MANUFACTI.;~ED 6Y TRLi55 JOI5T
<br />MACMILLAN ( OR EQUAU
<br />LUMBEr< UTILIZED IN BOTTOM PLATE, TOP PLATES poeT, eTUDe PACK& AND BEAMe
<br />5i-1ALL 6E -2 YELl.OW PINE (OR 6ETTER)
<br />
<br />EXTERIOR AND INTERIOR LOAD 6EARING 5TUD5 Si4ALL BE -2 5FRUca (CR 6ETTER)
<br />ALL OTI-!Er< STUDe eHALL BE "STUD GRADE" ePRUCE 5PAce I~" OC. ALl. 5PLICE5 AT
<br />TOP PLATE MU5T 6E MINIMUM 4'0" AND NAILED 4" OC WIT!-lI20 COMMON NAILe
<br />
<br />F6L P05T 5i-1ALL 6E (1.e.EJ PARAlLAM Pe-L MATERIALe MANUFACTURE5 BY TRU5eJOleT
<br />MACMILLAN ( OR EQUAL>. eEE PoeT euPPORT TABLE FOR LOAD VALI.IEe,
<br />
<br />EXTERIOR WALL5 5i-4ALL 6E CON5TRUCTED WITH 1/2" PLYWOOD OR 1/!6uO,5,B, ( 2-M-W RATING) NAILED
<br />WITI-I e.D NAIL& &PACE AT 3' OC ALONG ALl. I-4ORIZONTAL JOiNTe AND EDGE5, "," OC ALONG ALL VERTICAL
<br />JOINT5 AND EDGEe AND 12" OC ALONG ALL INTERMEDIATE eTUDe
<br />
<br />AT OPENING5 s'o' WIDE OR LARGEr< 5TRAP I-lEADER 6EAM TO THE I-!EfDER 5TUD5 WITH (2) U5P OR 51MPeoN
<br />L5TA24 5TRAP TiEe AT EACI-I END OF I-lEADER 6EAM. ANCI-IOR 60TTOM OF I-lEADER eTUDe TO FOUNDATiON
<br />WITI-4 U5F OR SIMP50N I-4TTI~ TEN510N TIE,
<br />
<br />IN.TERIOR eTUD WALL& TO Be OF 2 X 4 -2 5PRI.ICe OR BETTER WITI-I elN6le 2 x 4 P,T.
<br />PINE 6OTTOM FLATE AND 51NGLE 2 X 4 102 5PRUCE TOP PLATE WITI-l sruoe 5FACED
<br />MAXIMUM 24" OC, WALLS TO I-4AVE 1/2" GYPeuM 60ARD EACI-l 5IDE, WITH WALI.& AT
<br />GARME TO \-lAVE MINiMUM R-II IN5ULATION
<br />
<br />ANCHOR WOOD 51-4EAR WALl.e 5EGMENTe TO FOUNDATION WITI-I 5IMF50l'< LTT206 TEN510N TIE AT EACI-l
<br />END OF WALL 5EGMENT5 AND AT ANY WALL 5EGMENT INTER5ECTION ( BUILDING CORNER5)
<br />
<br />ALl. PLUMBIN6, ELECTRICAL AND MECi-1ANICAL ROi.JGi-4 IN5 MUeT 6E COMPLETE, IN5FECTED AND APPROVED
<br />PRICR TO REQUESTING THE FRAMING IN5PECTION.
<br />
<br />If" DE5IRED, EQUiVALENT CONNECTOR5 MADE BY ANOTHER euF'Pl.IER MAY 6E U5ED IN PLAce Of" TI-lE
<br />U5P CR eiMP50N CONNECTOR5 51-1OWN
<br />
<br />Tl-!E CLIENT UNDERSTANDS THAT THE DESIGNER CARRIE5 NO LIABII.ITY INOURANCE AND T}+EREFORE
<br />AGREES TO l-!OLD f-IARMLEM, IDEMNIFY, AND DEFEND DESIGNER FROM All CLAIMS, L05eE5 AND
<br />EXPEN5e& (iNCLUDING REA6C~6LE ATTOR1\EY FEE&) ARI51NG OUT OF OR RE5ULTNG FROM Tl-!E
<br />PROJECT. 11-IE DE51GNER WILL IN GOOD FAITI-4 ATTEMPT '!'O PROVIDE ERROR FREE CON&TR<.JCTION
<br />ORAWIN6&, BUT IN Tl-!E EVENT ERROR& OCCUR Tl-!E De&IGNER WILL NOT 6E LIA6LE FOR CO&T OF
<br />REPAIR5 CR DELAY TO THE CONSTRUCTION
<br />
<br />ATTACH .J1'<DO'.1. TO ~rJD5 -HROJ61-< UJI'<DO'.l.
<br />"i'< PER ~O\.iR WINDC'.lJ MANWFACTURE 1"~T~\.;CTIO'<5
<br />TO l"EET un.::> LOAD Al'-Q COl"PRE55ICN ~ATI'<c:'S FC~
<br />~OJ~ ,OB _OCAT ON
<br />
<br />YO'J~ l
<br />RE SPEC FIC \
<br />TO MEET IlJN::> T"""-P~AJ.. -4E..a~E.!lt
<br />5S'ON RATIN6S
<br />ATO!'.
<br />ON ~
<br />I
<br /> (1) CAC,. !!IlMPeo
<br /> CAC" 61DE OF
<br /> / FILl. All. NAILS
<br /> .- NAIL6
<br /> ~
<br /> TYP CAJ... R M FLOOR JOIST
<br />
<br />CAUL< .lJN::>C'J PER
<br />.JINDOU. i"'AN..!'ACTt;
<br /><;;ECOi"'MENDA T!CNS
<br />_0 AD AND CO'1PRE
<br />"CR ~OIJR JOB _CC
<br />9EFCRE I'<STALLA-
<br />
<br />60lL TERMITE TREATMENT:
<br />
<br />INITIAL 50IL POl5ONING TReATMENT e.HAlL BE DONE AFTER ALL EXCAVATION
<br />BACKFILLING. COMPACTING ARE COMPLETE (PER F6C 181~,I.1)
<br />
<br />ANY eol!. DiSTURBED AFTER TI-lE INITtAL TREATMENT f?ol-4ALL 6E RE TREATED
<br />( INCLUDING ANY aoXED OR FORMED AREAa) (PER FeC 181~1.2.)
<br />
<br />60XED AREA5 IN THE CONCRETE 5I..AB FOR INeTALLATION or TRAF5 5i-4ALL 6E MADE
<br />WITl-l FERMAMENT METAL OR PLA5TIC FORM5, FERMAMENT FORM5 MueT 6E Of AN ADEQUATE
<br />51ZE . DEPT14 TO ELIMINATE ANY DI5TURBANCE or Tl-!E 50lL AFTER THE INITIAl. TREATMENT
<br />(PER FBC 181~,1.3)
<br />
<br />A MINIMUM'" MILL VAFOR BARRIER MUaT BE IN5TALLED TO PROTECT MAINaT RAINFALL
<br />DILUTION IF RAINFALL OCCUR5 6EFORE vAFOR BARRIER FLACEMENT, RE TREATMENT 5i-1ALL
<br />6E REQUIRED (PER FeC 181"'.1.4)
<br />
<br />ALL BUILDING5 ARE REQUIRED TO !-lAVE A FRE CON5iRUCTiON TERMITE TREATMENT
<br />(PER F6CIe.l~,1.1)
<br />
<br />AFTER ALl. WORK 15 COMPLETE ANY L005E UJOOD AND FILL MUeT BE REMOVED FROM
<br />6ELOlU AND WIT14 iN 12" or THE BUILDING. T1-415 5\-lALI. INCLUDE ALL GRADE 5T AKE5 TUB
<br />TRAP 60XE5, FORM5, SI-IORING AND ANY OTI-lER CELlUL05E CONTAINING MATEr<IAL5
<br />(PER F6C 2303.1.3)
<br />
<br />NO WOOD VEGETATION, STIi.IMPe, CARD60ARD, TRA&i-1, ETC, ei4ALL BE BURIED WITl-4iN IS' 0'
<br />OF ANY BUILDING CR PROP05ED BUILDING (PER F6C 23031.4)
<br />
<br />ANY CONCRETE OVER POUR MORTAR CR aTUCCO MATERIAL5 ALONG Tl-!E FOUNDATION PERIMETER
<br />MUeT 6E REMOVED PRIOR TO EXTEr<IOR eolL TREATMENT (PER F6C 181~,LS)
<br />
<br />EXTERICR 50Il TReATMENT MUeT BE AF'PJ.lED UNDER ALl. EXTERiOR CONCRETE OR GRADE
<br />WITHIN Ii' OF THE eTRUCTURE 51De WALle (PER FBC 1816,1.6)
<br />
<br />AN EXTERIOR VERTICAL Ci4EMICAL 6ARRIER e.i-1ALL BE IN5TAlLED AFTER CONaTRIJCTION 15
<br />COMPLETE ( INCLUDING LAND5CAPING AND IRRIGATION) ANY 50ll DlaTURBED AFTER TI-lE
<br />vERTICAL BARRIER 15 APPLIED, 5i-1ALI. BE RETREATED (PER F6C 181~,L~)
<br />
<br />IRRIGATION I &FRINKLER eY5TEM5 INCLUDING ALL RI5ER$ AND 5PRAY I4EAD5 f?oi-4ALL NOT 6E
<br />IN$T ALLED WITH 12" OF THE BUILDING 51DEWALl.e (PER F6C 1503.4.4)
<br />
<br />CONDEN5ATe AND ROOF DOWN 5POUT5 DI5Cf-IARGE AT LeAeT 12" AWAY FROM THe BUILDING
<br />elDE WALlS (PER FeC IS03.4.4)
<br />
<br />TI-IE DI5TANCE FROM TI-lE EXTEr<IOR WAll COvERING ( EXCEPTION5: PAINT AND DECORATivE
<br />CEMENTITl0U5 FINI514 LEe.5 THAN S/6' TI-IICK ADHERED DIRECTLY ONTO TI-le FOUNDATION WALL>
<br />AND FINAl- EARTH GRADE 5l-lALL NOT BE LE65 THAN ~\I TO Al.LOW FOR IN5FECTION FOR FUTURE
<br />TERMITe INFE5TATION5 (PER FBC 14C~,L~)
<br />
<br />A ' CERTIFICATE OF COMFLIANCE" Si-1AlL BE 1e.5IJED TO TI-lE BUILDING DEPARTMENT BY A LICEN5ED
<br />PE5T CONTROL COMPANY BEF-ORE A · CERTIFICATE or OCCUPANCY WILL Be 15ell.>ED. me CERTIFICATe
<br />5i-1ALL 5TATE, (PER F6C 18IS.L1)
<br />
<br />, TI-le BUILDING I4A5 RECeJvED A COMPLETE TREATMENT FOR THe PREVENTION or 5UBTERRANEAN
<br />TEr<MITEe. THE TREATMENT 15 INACCCRDANce WITH Tl-!e RULEe AND LAW5 OF THe FLORIDA DEPARTMENT
<br />OF AGRICULTURE AND CON5UMER5 5Er<VICE5
<br />
<br />A FERMAMENT 51GN TI-4AT IDENTIFIE5 TI-4E TERMITE TREATMENT PROviDER AND NEED FOR RE IN5PECTION
<br />AND TREATMENT CONTRACT RENEWAl- 5i-1AlL BE PROVIDED, THE 51GN 5i-1ALL BE P05TED NEAR THE WATER
<br />l4eATER OR ELECTRICAL PANEL (PER Fee 104.2."')
<br />
<br />TRue6Ee:
<br />
<br />IF Tl-!E CONTRACTOR, TRU55 MANUFACTURE OR ANY OTI-IER DE5iGN PROFE5e.IONAL REVI6E Tl-!E
<br />TRU55 5YeTEM LAYOUT fROM TI-I08e 5f-lOUJN ON THE8E PLAN5 ARKAY ENGINEEr<I\JG, INC Ie
<br />REQUIRED TO REVIEW ALL FiNAl- CON5TRUCTION DOCUMENTS FOR COMPLIANCE WITI-4 Tl-!E
<br />DE51GN INTENT FRIOR TO COMMENCEMENT OF TI-lE PROJECT
<br />
<br />EXTERIOR WINDOW6 . DOOR6:
<br />
<br />AlL EXTERIOR WINDOwa . GLAM DOOR5 OR ENTRANCE DOOR e.i-1ALL 6E TE5TED iN ACCORDANCE WITI-4
<br />ANel/AMMAINWWDA 101/182 eTANDARD AND 6EAR AN AMMA OR WDMA LA6EL IDENTIFYING THE MANUFACTURe
<br />PEr<FORMANCE Ci-1ARACTERI5TIC5 AND APPROVED PRODUCT TE5TING ENTITY
<br />
<br />Al.!. MULLION5 AND ADJACENT DOOR/WINDOW A55EMBLIE5 Si-4ALL BE TE5T OR ENGINEERED '!'O TRANe.FEr<
<br />LS TIMEe THE DE51GN LOAD5 TO TI-le ROUGI-I OPENING euB5TRATE
<br />
<br />IN5TALL Al.L WINDOW5 AND DOOR A$5EMBLIE5 PER Tl-!E MANUFACTURE ANCI-IORING RECOMMENDATION5
<br />TO ACI-4IEVE Tl-!E DE51GN PREe5URE5 5PECIFIED
<br />
<br />ELECTRICAL, PLUMSING, . MEC~ANICAL:
<br />
<br />IN ACCORDANCE WITI-I CHAPTER 411.003 (2) (I) OF TI-lE FLORIDA ADMIN15TRATlvE CODE: ELECTRICAl
<br />PLUMBING AND MECI-IANICAL eY5TEMe Si-4ALI. Be DEelGNED BY THE RE5PECTIve CONTRACTOR TO
<br />M,EET ALL APPLlCA6LE CODEe, TI-4E ELECTRICAl., FLUMBING AND MECi-4ANICAL 5Y5TEM5 DRAWN I-lERON
<br />ARE 6A5E UFON A DE5/GN PROVIDED BY THE OWNER TO ADDRE5e 1-415/HER REQUIREMENT5,
<br />
<br />ALL elECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (wITI-IIN e,' FEET OR 5INK5), GARAGe AND AT
<br />EXTERIOR LOCATION5 5i-1ALL Be WiRED iNTO A GROUND FAULT INTERRUF'TER "GFI" CIRCUIT
<br />
<br />ALL elECTRICAL OUTLET/! IN BEDROOMe . FIXTIi.IREe 8HALL Be WIRED INTO AN ARC-FAUL T INTERR\.lPTER
<br />'AFt' CIRCUIT
<br />
<br />5MOKE DETECTOR5 f?oHALL eE PLACE IN EACi-4 6EDROOM AND
<br />IN !-lALI. WAY AREA5 ADJACENT TO 6EDROOM AND OTHER LiviNG
<br />AREAe
<br />
<br />6AFETY GLAZING:
<br />
<br />TI-IE FOLLOWING 5i-1ALL 6E CON51DERED 5PECIFIC I-lAZARD0U5 LOCATION FOR 11-IE FURP05E OF
<br />GLAZIN6
<br />
<br />(I) GLAZING IN 5IJJING DooR&. FIXED AND eLIDING PANEL OF 5llDING DOOR&
<br />Aee.EMBLIE5
<br />(2) GLAZING IN DooR5 AND ENCLoeuRE5 FOR I-IOT TUB5, WHRI-PooL5, eAUNA5, 5TEAM
<br />ROOM5, 6A T14TU65 AND 5HOWER$. GLAZING IN ANY PORTION OF A ISUILDING WAlL
<br />ENCLoelNes THEeE COMPARTMENTe WHERE THe eoTTOM EOUE OF TI4E GLAZING Ie LEee
<br />THAN (;00' AaoVE TI-lE DRAIN INLET
<br />(3) GLAZING IN INDIVIDUAl- FIXED OR OPERA6LE PANEL ADJACENT A DOOR WI4ERE
<br />THE NEARE5T VERTICAL EDGE 15 WITI-IIN A 24' RADlU5 CF TI4E DOOR IN A Cl.05ED
<br />P051TION AND WI-105E 60TTOM EDGE \5 LE55 THAN ~o' A60VE THE FINI51-4 FLOOR OR
<br />WALKING euRFACE
<br />(4) GLAZING IN AN INDiviDUAL FIXED OR OFERA6LE PANEL OTHER Tl-!AN TH05E LOCATIONe
<br />DE5CRI6ED IN ITEMe (2) AND (3) A60VE . THAT MEETI!> ALl. OF TI-4E FOLLOWING
<br />(AJ EXP05ED AREA Of AN INDIVIDUAL PANE GREATEr< TI-lAN ~ 5Q, FT.
<br />(B) BOTTOM EDGe LE5e TI-lAN 16' A60ve THe FLOOR
<br />(C) TOP EDGE GREATER TI-IAN 36" A60vE THe FLOOR
<br />(D) ONE OR MORE WALKING euRFACE5 WITHIN :3~" HORIZONT ALLY
<br />Of" THE PLANE Of THE GLAZING
<br />
<br />DRAFT6TOPfOING:
<br />
<br />IN &INGLE FAMILY DWELLINGe, DRAFTeTCPPINGe eHALL Be PROVIDED ( PARALLEL TO THE MAIN
<br />FRAMING MEMBER5) IN FLOOR I CEILING A55EM6LIE5 5EPARATING U5EA6LE 5PACE5, Dr<AFT5TOPPING
<br />5i-1ALL 6E CON5TRUCTED 5UCi-1 TI-4AT TI-lE FLOOR I CEILING A&5EM6LEY 15 6ROKEN UP INTO TWO CR MORE
<br />APPROXIMATED AREAe WITI-4 NO AREA GREATER TI-lAN 500 ea.FT.
<br />
<br />ATTIC ACCE66:
<br />
<br />ATTIC epACE5 51-4ALL 6E PRoviDED WITI-l AN INTERIOR ACCEe.5 OPENiNG NOT LE55 TI-lAN
<br />22"X3~", ACCE5e OFENING 5i-1ALI. BE ACCE5516LE AND PROviDE wtTI-4 A LID OR DEVICE
<br />TI4AT 1& eAe.ILY REMOVED OR OPENED. WHEN MEC14ANICAL EQUIPMENT 15 INeTALLED IN
<br />TI-lE ATTIC, IT 5i-1ALL 6E IN5TALLED IN ACCORDANCE WITI-I MECi-1ANICAL CODE.
<br />ACCEM 15 NOT REQUIRED WI-IEN TI-lE CLEAR I-lEIGl-IT Of" Tl-!e ATTIC 5FAce , MeAeuRED
<br />AT TI-4E ROOF PEAK II!> LE55 THAN 24",
<br />
<br />1'1 MS. T .61;.0 FLAT S. T~P
<br />CAC" WI~ OPENiNG6
<br />~ES. WIT" 100 >< 1 112"
<br />
<br />wOOD WINDOW A TT ACi-1MENT DETAiL
<br />
<br />AnACH WiNDOJJ iO ~~.JD& TI-IROU~ WINDOW
<br />FiN PER l'OOJR WINDOW MANUFACTIORE INe.TRUCiK;lN&
<br />TO MEET WIND LOAD AND =t1PRESSION RAilNGe.
<br />FOR l'OUR JOel LOCATK;lN
<br />
<br />OUR \ Tl'PICAL HeADE
<br />e. SPECIFIC
<br />o MEET WiNO .-
<br />ION RATING!>'"
<br />TlON ;-
<br />I !
<br /> EXTER-IO
<br /> I
<br />~
<br />
<br />CAULK WINDOW FER l'
<br />WiNDOJi MANUFA!:T'JRE
<br />RECOMMENP....I'01'ie. T
<br />LOAD AND COMPREU
<br />feR l' OUR JOe LOCA
<br />
<br />R e.'!'JO IlJALI.
<br />
<br />LUOOD LUINDO..LJ ATTACHMENT DETAIL
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<br />!T~AP ALL .-4EACEiii!5 A$ ~ WI~::!
<br />EACIot 5j"1P!01'\.j L6'fA 2111 $rRApe 4T
<br />EACf04 ~D FILL ALL NAIL HOLES. WI-:'1-4
<br />100 )( I In' ><AU
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<br />
<br />1 EAC~ SjMFi!)Olot M&i A30 f"LA T
<br />$T'Oil:AP&~'" 6fDe OF OPENI~&
<br />AND I AT EACIo4 CORNEfC! FILL .4U..
<br />NAIL ..+oLE&> WIT.,. 1OO".<lV:t' "i4IL&
<br />
<br />
<br />$ T\.O$
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<br />Aj"L WINDOW OR DOcfil OPNN~&
<br />TO HAve Del.. 2 )( ~ ..::z PiNE WIT~
<br />O"'4E L.4"ER: 1/7' PL....-.lOOO l-oEADER&
<br />U'l...E6& OT~RW:&E NOTED ON FlOCR
<br />PLAN
<br />OPENiNC,$ "0. .4 'D .iJlDER MUS. T
<br />HAY'E'DOUBLE JACK !iUQ EACl-oI
<br />e-.o 'l.A.JL.EO .' OC wli~ ItoO 'iAIL$
<br />NAIL. s!A/""& Tor~l-EfIiit JJITI-4
<br />2 R0JJ6 120 COMMOt-..9I & I oc
<br />ON EAC.l.04 SIDE ~ BEAM
<br />
<br />~~'~AL =t'-~ ..I05T
<br />
<br />WALL/ ~EADER DETAIL
<br />
<br />GARA6E DOOR TO eE REINFORCED
<br />TO MEET WIND LOAO AND COMPRE6610N
<br />~T',N66 FOR YOJR JOe LOCATION
<br />
<br />CEIt..iN6 ~FTER
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<br />
<br />ALl.. TRACK AND HARDWARE !!IECURED
<br />PER MANUFACTURE e.FECiF\CATIONS. TO
<br />MEET IlJIND LOAD AND COMPRE6610N
<br />RATINC,S. FOR YOUR JOe LOCATION
<br />
<br />.
<br />
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<br />
<br />MiNIMUM 2 >< 6 "2 6PRUCE PLATE EACl-< 61DE AND,
<br />TOP ATTACl1eo TO IlJALI. ~e.iN6 1/2" x 6' LA6
<br />BOLT6 4 EAC" 61DE AND AT TOP ::4' OC
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<br />
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<br />
<br />GARAGE DOOR ATTACHMENT DETAIL
<br />
<br />Del. TOP PLATE
<br />
<br />
<br />NAIL WITH 00 R5 NAII..S.
<br />
<br />NAILED 3' OC TO TOP
<br />AND OOrrOM PLATE5
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<br />n
<br />
<br />
<br />2><4 BLOCKING AT All. JOINTS. . .
<br />iF PL YllJOOD RUNS. I-iQRIZONT AI.
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<br />!~AP Au I-EADER$ A5 ~I~ I.U[T~ IV
<br />e~M?~ L5TA 20- OR EQUAl FLAT e."7~APS
<br />AT EAC.I-l END, ;:1U- ALl.. NAIL I-+OLE5 WITIo4
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<br />
<br />L.>&E (I) SlMF'!>CN L T""'"1OB A,."""-HQR AT EACH
<br />&405 CF- AU DOOR A."Q .iJlNOOW OP5NJN~
<br />*CiJRE TO &.Aa n....ROlJCf,~ eoTiOM PLA.TE
<br />1J&IN-:' ('l) !;liS I )( 11 (jJ'2' SOl T SIZE J REO 14EAC>
<br />E)<P AI'-.30IC't 6OL~!I lUIT... A 1/7' )( 2' !>QUARE.
<br />l1J~::R A'fD Tlc,J.ITEJ'o.j DOWN TO SLAa. Flu..
<br />AL~ '!.AIL l-4OLE& TO !TUC$ l"..&lN~ 100 )( , ',ff
<br />NAILS
<br />
<br />
<br />~ PRE-ENG. TRue.e.E5
<br />
<br />/ .....--- 5IMP50N HIO
<br />WI 6 - e.d TO TRU55
<br />. TO 6EAM
<br />
<br />
<br />5EE FLOOR
<br />PLAN
<br />
<br />5IMP50N AC4 MAX PoeT TO 6EAM
<br />ANCI-IOR 8- I~D NAIL5 TO P05T AND
<br />12.I~D NAILe TO 6EAM
<br />
<br />4" X 4" P.T. UJOOD P05T
<br />
<br />AU.. WINDOW AI'tC ~ OPENIN6$ TO !-AVE
<br />MINIMUM (2) KJN~ $ rue> P,4C1<. EACf.oI SICE OJ=.
<br />OPSol.'4~$ N.AILEC I.IJITIoI '1&0 COI"1MO,"" N.AIL.
<br />l:l~ OC EACI-l SlOE. '4AIL T'.-.lR~1-l TOP 4~
<br />6OTTOM PLATE'" J.jITI-4 (2) IbO COf"'1l'1aN NAIL.
<br />
<br />WALU HEADER DETAIL
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<br />51MPeoN MeTA;.o 6T~Pe. .ole"
<br />OC FILl. AI.L NAIl.. +4OLEe WITI1
<br />10D >< ! 112' NAILe
<br />
<br />
<br />2 >< 6 6T1JD6
<br />
<br />UJALL TO FLOOR TRU88 DETAIL
<br />
<br />ATTAC,. DOOR TO ~T1JDe TI1R0IJ64 WOOD
<br />DOOR JAMa PER YOJR MANUFAcruRES.
<br />IN~TRUCTION6 TO MEET llJiND LOAD AND
<br />COMPRE6610N RATIN<'r5 FOR YOUR JOB
<br />LOCATION
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<br /> \ TYPICAL. HI!ACER
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<br />6PECIFIC
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<br />a LOCA TlON DO
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<br />CAULK DOOR PER .,.. OU
<br />DOOR MANUFAcruRE
<br />RECOMMENOAT10N~ TO
<br />WIND LOAD AND COMPR
<br />RATIN66 FOR YOUR JO
<br />
<br />PLYWOOD NAIL fOA TTERN ( WALL)
<br />
<br />PLYWOOD NAILED A5 51-1OWN AND USING 5IMF6CN L TT206 o~ "" STA3D
<br />ANCI-lOR5 AS 5140WN ON FLOOR PLAN CREATE eHEER WALLe
<br />OF EXTERIOR WALL5 Of 5TRUCTURE
<br />
<br />nPICAI.. 6TUD WALL
<br />
<br />--.J
<br />
<br />WOOD DOOR ATTACi-1MENT DeTAIL
<br />
<br />POCKET BEAM INTO WALl.. AT EAC,.
<br />LOCATiON AND ~ I 51MP&oN L6TA::4
<br />&TRAP EAC14 SIDE OF BEAM TO eTUDe
<br />FILL NAIL HOLE6 U1IT~ IOD NAILe.
<br />
<br />Del 2 >< '2 UIOOD BEAM
<br />
<br />eTUD PACK UNDER LOCATION OF llJOOD
<br />BEAM POCKET IN IliALJ... 5ECURE AT
<br />60TTOM WIT14 ~IMP50N L11'206 ON 1 e.!DE.
<br />eECURE TO !>LAB UJIT" 1/2')('" RED HEAD
<br />EXPANSION BOLT. FILl. NAIL HOLES ;0
<br />&TUDe U1ITI1 ICD NAILe
<br />
<br />
<br />POCKET IN WALL SEAM DETAIL
<br />
<br />/lTEEL PL 'feLIP5
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<br />) t ,,' =
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<br />NAIL WITI1 eo R6 '<AILe.
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<br />PL YUJOOD NAIL PATTERN (ROOF)
<br />
<br />PLYWOOD NAILED A& eHOUJN IS DEe.16NED TO
<br />WIT~ eTAND MAXIMUM WIND LOAD RATING OF
<br />130 MPH
<br />
<br />,$ TlJD WALL PER PLAN
<br />
<br />
<br />51MP50N A6U44 WI 12 . 'lS>d COMMON5
<br />TO P05T - (1) S/8" X ~" ANCI-IOR eo!.. T
<br />MU5T I-4AVE 2" MIN CONCRETE EDGE ON
<br />ALL 51De OF FOeT ANCI-IOR
<br />
<br />PORCH 5LAB
<br />
<br />REAR P05T / SEAM DETAIL
<br />NOT TO 8CALE
<br />
<br />~ pRE-ENG, TRUooEo
<br />/ _ olMpeON 1410
<br />LUI 6 - ad TO TRUoe
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<br />oEE FLOOR
<br />PLAN
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<br />olMPoON AC4 pOoT TO 6EAM
<br />ANCi-10R
<br />
<br />4" X 4" WOOD pOoT
<br />
<br />poeT LURAp FRAMING TO 6E
<br />2 X 4 epRUCE WITi-1 112" CDX
<br />pL '(LUOOD, LUITi-1 WIRE LA TI-l AND --------
<br />oTUCCO OR 4 X 6 CUT ei-1EET
<br />I-4ARDr elDING
<br />
<br />I~" X I~" 6RICK COLUMNe
<br />WRAPPED AROUND pOoT.
<br />
<br />
<br />olMpeON A6U44
<br />LUI 14 - I~d COMMONe
<br />TO pOoT - (I) S/6"
<br />EXP. 60LT TO eLAe
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<br />12"X32IX32" PAD LUITi-1 3 EACi-1
<br />.S REeAR EACH DIRECTION
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<br />FRONT POeT. COLUMN DETAIL
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<br />STRAP AU. H!A~6 AS et-+OUlN Wlil-4 12)
<br />SiMFSON .5fA2~ PLA" $TRAPS. \lA1~ ~Ir~
<br />(16) 100 )( I In- ""I,AIL6
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<br />
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<br />(~) Pl..Y' I 3/"')(1"- L.Y\" e~:-1 HEADER
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<br />DOVal!: eoTl-OS ='ACI( AT !AC~
<br />END 0fI 14~ER NAIJ..ED Ii' oc
<br />WIT\.4 IbO cOMMa.... NAIL.!
<br />
<br />
<br />SIMP60N l TT208 ANCl-+OR !ACl-o 51De
<br />~ DOeR: Of>ENJNC, s.eCURED TO ~a
<br />li.ITH lnl )( 6. REO I-4~D EXPA""-510N eot..is
<br />
<br />DOI..eLE "'INCa JACK AT
<br />!ACl-l END NAH..ED Iii DC
<br />WI~ 1&0 COMMON NA!L&
<br />
<br />GARAGE DOOR I-4EADER DETAIL
<br />
<br />5TAIR RAILING MINIMUM 34" A60YE
<br />TOP Of' TREAD5, BALCONY RAILINu
<br />MINIMUM 42" A60VE LANDING
<br />
<br />~6"
<br />..~
<br />
<br />
<br />MAXIMUM RIe.eR HEIGI-lT 1 3/4"
<br />MINIMUM TREAD WIDTI-4 <:I In"
<br />BALUe.TRADE 5PACED MAXIMUM
<br />4"OC
<br />
<br />
<br />TYPICAL 8TAIR DETAIL NOT TO 8CALE
<br />
<br />ARKAY EN6INEERINGINC,
<br />eTRUCTURAL EN6INEERe.
<br />
<br />RICI4ARD L. KIDDE'Y P,E.
<br />FLORIDA LICENe.E NUMBER 312<:l~
<br />
<br />1 I-IERBY CERTIFY THAT TI-lEe.E PLANe. AND e.PECIFfCATION5
<br />WERE PREPARED BY ME OR UNDER MY DIRECT &uPERVI510N
<br />ARE IN COMPLIANCE WITI-I THE FLORIDA BUILDING CODE 2001
<br />FOR 110 MP~ ( 3 5ECOND 6U5T ) WIND ZONE - 90 MPH f"A5TE5T
<br />e.PEED
<br />
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<br /> 0
<br /> "'" fJ)
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<br />(f)
<br />
<br />leT LIVING '161
<br />2ND LIVING 'O~&
<br />TOTAL 2832
<br />GARAGE 403
<br />FRONT
<br />PORC~ 43
<br />REAR
<br />PORCH 233
<br />TOTAL 3&11
<br />
<br />PG
<br />S OF 6
<br />
<br />ARKAY · 840+
<br />
|