|
<br />,I
<br />
<br />GENERAL Norse:
<br />
<br />n-l15 SUILDING HAe SEEN DE61<;NED TO CONFORM TO THE FI."RIDA elJlLOING CODE 2001.
<br />
<br />ARKAY eNGINEERINu INC, A REGISTERED LJCENeEO, FI.ORID.6. PROFt:MIONAL. 5TRUCTURAI..
<br />ENulNEERINu COM~ANY, ~Ae APPLIED U RATIONAl.. ANAl. Y51~l FOR THE eTRUCTURAI. DEe.IGN
<br />OF THIElJ 5TRUCTURe
<br />
<br />THE SWLDINu ( INCL.UDINCi ALL COMPONENT5 AND CLADDINCs5 ~AU. ee DEel~NED FOR THe
<br />FOLLOllJlNCi eUPERIMP05eo LOAD5
<br />
<br />FLOOR5,
<br />LIVE LOADe - 40 p,e.F.
<br />DEAD LOADe - 10 P.5.F.
<br />
<br />~ARA6E 5LA6,
<br />L.Ive LOAD5 - 50 P.5.F.
<br />DEAD LOADe . 10 p,e.F.
<br />
<br />ROOF,
<br />
<br />WINO,
<br />
<br />LIVE LOAD5 CTRU5e tOP CORD) - 20 p.e.F.
<br />DEAD LOADe (tRUM lOP CORD) - 10 p.e.F. 18 p.e.F, WHEN TILE ROOF IN5TAL.LED
<br />DEAD LOAD (TRUM 6OTiOM CORD) . 10 p.e.F.
<br />A55UMED TRue5 5EL.F WEIC:sHt ( DEAD LOAD) ., P.I~.F.
<br />
<br />eUILDINC:s 15 DE51C:sNED to CONFORM to A5Ce 1-96, (;HAP1"ER 61 PER FLORIDA BUIL.DINCi
<br />CODe 2001 eECTION !606.1.1
<br />
<br />WINO DE51C:sN A55UMPTION5,
<br />
<br />BUILDINC:s EXP05URE . B
<br />BUlLDIN~ IMPORTANce FACTOR. 1.0
<br />MEAN ROOF t.lE!C:sHT 30' OR L.E~
<br />l-IEIGI-iT . EXP05URE ADJI~TMeNTe COEFFICIENT. 1.0
<br />ENCL05ED BUIL.DINCi
<br />INtERNAl. PRES5URE COEFFICIeNT. + / - 0.18
<br />eEl: WINO 5PEED INFORMATION eTATEO ON pL.ANe
<br />
<br />601L SEARINC1 .t COMPACTION:
<br />
<br />THEe!: PLANe WERe DRAWN 6A5ED UPON AN ALLOWASLe e011. eEAl<ING CAPACITY OF
<br />2000 P.5.F.l MINIMUM) THe cONTRACTOR/PROPERTY OllJNEf( Ie REepON51eLe FOR VERIFYING
<br />THAT THE: WIt. ON THE elTe Ie PROPERI.Y PREPARED AND COMPACTeD e.UCI-l THAT IT CAN
<br />euPPORT A 2000 p.e.F, FOUNDAT!ON LOADINu
<br />
<br />ARKAY EN61NEERING INC, A RE61eTERED LICEN8ED FLORIDA PROFE~e.IONAL 5TRUCTURAL
<br />EN<iINEERINCi COMPANY, DE61<iNED THE5e FOUNDATION5 WlTI-lOUT VlelTING THE CONeTRUCTION
<br />51TS NOR PERFORMING ANY 8011. TEeTING
<br />
<br />ARKAY EN61NEERING INC e.HALL. NOT ee RE8PON51eLE FOR THe 51te eOft. AelLITY TO 5<.JPPORT
<br />THe eUILDIN<i 1.0A05
<br />
<br />J:=OUNOA rlON . 5LAl3 - ON- C1RAOe N01'E5 :
<br />
<br />BUlLDINu elTE 5~ALl. ee 5CRAPED TO REMOVE ALL 0F<uAN1C MATE1~IALe:.
<br />ANY ADDITIONAL FILL. PLACED ON THE eUlLDINCi PAD AREA, ~ALL. SE COMPACTED
<br />WC~ THAT IT CAN AOEQUATEl. 'I' 5<.JFPORT A 2000 P.5,F. FOUNDATION LOADINCi. 5LAe
<br />e,~AL.l. BE P!..ACE OVER A 6 MIl. VAPOR eARRIER ON CLEAN ADEG:lIJArEL.Y COMPACTED
<br />ANO Te;RMITe POIWNED WIL.
<br />CONCReTe UTILIZED IN TI-le FOUNDATION AND e.LAee ~ALI. HAVE A MINIMUM 29 DAY
<br />COMPREMfve eTRENGTI1 OF 2500 p.e.F.
<br />
<br />REINFORCING en:El.. el-lAL.1. 65 6RADE 40 MINIMUM AND IDeNTIFIED IN ACCORDANCE
<br />WITH AeiM A -61;. LAF 5PLICEe., UJl-lER!: REQUIRED 5I-lALl. ee A MINIMUM OF 2S~ FOR
<br />!os REBAR. :;oil FOR .~ REBAr-< . 3&11 FOF< .., REeAR
<br />
<br />PLANe. ARE EN61NEEREO FOR A MAXIMUM eTEMWALL. t.4Ef6I-lT OF 4 COtlF<e.Ee ( AFTER
<br />FINAl. &IT5 Gl<ADING) T~e CONTRACTOR OR BUILDING OWN EFt 5HALL DetERMINE Tt.4E
<br />EXACT MEMWALl. HEIC:sHT 6.t.1!,e UPON 51TE CONOITIONe PRIO\'~ TO PC\lRINCi TI-le FOUNDATION
<br />AND CONTACT ARKAY EN,::;-INEERING Wl-4EN MORE TI-lAN 4 COURe.e A~~E ReQUIRED
<br />
<br />A r-OUNDA tlON e.LlRVeY f,;t.4ALL BE PERFORMED AND A cop'!' OF TI-le WRVeY e.HALl. ee ON 51'm
<br />FOR mE BUILDIN6 INe,PECTORe U5E , OR ALl. PROPERTY M,t,RKER5;I-lALJ.. ee EXPOe.eo AND A
<br />e.iRINC1 e.iRECiCO FROM MARKER TO MARKER TO VERFIY REQUIRED 5eT eACKE!I
<br />
<br />t'1A60Nf<Y WALLE;:
<br />
<br />CONCREtE MA50NF<Y UNIT e.l~"^,Ll. ee HOLLOW UNIT MAe.ONRY IN ACCORDANce WITl-l AE!lTM C.~O
<br />AND e~ALl. HAVE MINIMUM F'I-1 or \500 P.~.I,
<br />
<br />MORTAR e.I-lALI. CONFORM TO A5TMC -210 AND 8HALI.. BE EITHER TYFE MORe
<br />
<br />REINFORCINu eTEEl.. 5i-lALI.. BE C:sRADe 40 MINIMUM AND IDEN riFlED IN ACCORDANce
<br />WITH AeIMA-hIS. LAP 8PLICE5 WHERE REQUIRED e.I-lALl. BE ,d, MINIMU~1 OF 2&" FOR "& REBAR
<br />3d' FOR '6 RE6AR AND 3S" FOR ., REBAR,
<br />
<br />GROUT FOR me POURED CELL~ AND LlNiEL5 WALL ~AVE A MAXIMUI1 COUR5e MGRECiAie ~Ize
<br />OF 3/8" PLACED AT a TO II INCl-l 5LUMP AND ~Ave A MINIMU~l 2a DAY COMPRE~lve eTREN6Tl-l OF
<br />2000 p.e.l. ( WHEN TEeTED PER A5TM C-IOI~ )
<br />
<br />PROVIDE CLEAN OUT OPENINCie ( 12 612. IN. ) IN Ce:LL& CO NT I,JNIN~ 5PLICeD REINFORCEMENT. WI-4EN
<br />THe CiROUT POUR EXCEED!!> :; FEET IN HEI<i~T
<br />
<br />ROOFING" FLA61-11N65:
<br />
<br />ROOFIN<i 5Y$TEM AND FlAeHINCi A$ MATeD IN pLANe MOOT CON~:M TO CI-lAPTER IS OF Tf.lE FLORIDA
<br />eUlLDIN<i coDe 2001. FLAe.HING e.PECIF1C e.ECTION 1501,3.9 CONTRACTOR OR OUJNER MOOT PROVIDE WITH
<br />PLANS e,PECIF1C PRODUCT INFORMATION DETAILING INeTALLATfON OF PRODUCT TO MEET WIND DEe/GNe
<br />OF THIS e.S:T OF DRAIlIIN65.
<br />
<br />ilt1E3Ef< MA iERIAL5:
<br />ALL TIM6ER5 MATERIALS> e,~ALl. Be M FOLL0\lJ5,
<br />
<br />LVI. BEAMS e.l-lALI.. Be (l,~EJ MCALl-16TER l.V!. MATERIAL.5 MANUFACTURED aY tRues JOIST
<br />MACMILLAN ( OR EQUAU
<br />LUMSER UTILIZED IN BOTTOM pLATE, TOP PLATES ,PoeT, enlDe PACKe AND eEAM&
<br />5l-lALl. ee lf2 YEl.LOW PINe (OR eeTTER)
<br />
<br />EXTERIOR AND INTERIOR LOAD eEARINu eTUDe. 5i-lAlJ. eE t2 €>pRuce ( OR eEiTER)
<br />ALL OT~ER eTUDe. ~ALL. BE "e.TUD 6RAD511 5PRUCE €>pACE: 16" OC. ALl.. €>PLICEe AT
<br />TOP PLATE MueT ee MINIMUM 4'011 AND NAIL.ED 4" OC llJJTl-l i2D COMMON NAILe.
<br />
<br />P€>1. PoeT ~ALL. ee (teE> PARALLAM P€>L MATERIALe MANUFACTURES ay TRU5eJOI5T
<br />MACMILLAN ( OR EQUAL). 5EE POM 5UPPORT TAeLE FOR L.OAD VALUes,
<br />
<br />EXTERIOR WALLe. e~ALL 6E CONe.TRUCTEO WITH In" PI. YWO<)D OR 1/16" o.e.e. ( 2-M..UJ RATIN<i) NAILED
<br />WI111 8D NAIL& 5PACE AT 3" DC ALONCi ALl. HORIZONTAL JOINT& AN.D ED~Ee, 6" DC ALON~ AU. VERTICAl.
<br />JOINTS AND EOC:sEe AND Ii' DC ALONCi ALL INTERMeDIATE elTUDe
<br />
<br />At OPENIN65 s'o' WIDe OR LARC:sER eTRAP ~EADER eEAt1 TO TI4I: l-lEADER eTUDe WITH (2) ue.p OR 51Mp80N
<br />LSTA24 STRAP TIEe AT EACl-l END OF HEADER eEAM. ANCI-!OR eOTTOM OF HEADER eTUDe TO FOUNDATION
<br />llJI111 U5P OR €>IMPWN l-lTTle. TENS>ION TIE.
<br />
<br />INTERIOR 5TUD WALLe TO BE OF 2 X 4 ~ e.PRUCS OR eeilER W\111 elNCiLE 2 x 4 P.T.
<br />PINE 6OTTOM PLATE AND 5INGl.e 2 >< 4 t2 e,PRuce TO~ PL1.Te llJITH eTUDe. epACeD
<br />MAXIMUM 24" OC. WALLS TO I-lAVe Inll C1YPeuM BOARD EACl-l elDe, WIT~ WALL.e AT
<br /><iARACie TO i-lAve MINIMUM R-II INe.ULATION
<br />
<br />ANCHOR WOOD e.I-!EAR WALLe 8ECiMENT5 TO FOUNDATION WITH eIM~N LTT20e TENe.ION Tie AT EACl-l
<br />END OF WALl. e.ECiMENT6 AND AT ANY WALL. e.eCiMENT INTEFte.ECTION ( aU/WINCi CORNER&)
<br />
<br />ANC~OR TR~e TO UJOOD eEARIN<i LOCA TIONe A5 FOLLOW;,:
<br />
<br />ROOF UPLIFt5 OF 45S' AND LE~ ue.e (1) U8P R13 OR 8111P€>ON l-l3 H.lRRICANE Tie
<br />
<br />FOR UPLIFTe FROt1 .4%. TO ~IO' U8E (2) U8P Rn OR e.IMPeON H3 I-lIJRRICANE TIEe
<br />
<br />UPLIFie. FROM ~It. UP TO 1470' Ue.E A U5P I-lTUJ20 OR e.IMP5,N l-lre,20 TWI8T 8TRAP
<br />
<br />ALL PLUMeINC1. ELECTRICAL AND MECI-lANICAl. ROUUH INe. I1U5r 6e COMPLETE, IN5PECTEO AND APPROVED
<br />F"RIOR TO REQUE5tlNCi T~E FRAMING INe.PECTION.
<br />
<br />IF DEe-IRED, EQUIVALENT CONNECTOR5 MADe BY ANOTHER e.UPP!.IE:R MAY ee U5ED IN PLAce OF TI-le
<br />ue,p OR 5IMP50N CONNECTOR5 e.l-JOWN
<br />
<br />THe CLI~T UNDF:r<eTANoe t~AT THE DEe.I<::.NER CARRIEe NO LIAElILITY IIIWRANCl! AND THEREJ=ORe
<br />A<::.REEe. TO ~IOLD ~ARMLEM, IDEMN:FY. AND DI:F~O DE61GNER FROM ,~Ll. CLAJt1e.. LOME8 AND
<br />EXF'~e.Ee (INCLUDINa REAWNAElLE ATTORNeY FEE6) ARJE!>INa OUT OF <>R RE8U1.. TINa FROM THe
<br />PROJE'CT, mE OE5iC:lNER WILL IN 6000 FAlt~ ATTEMF'TTO PROViDe ER;<OR I'REe CONaTRUCTlvN
<br />DRAWINGe., 6I..JT IN THe ev~T ERRORe. OCCUR THe OeE!>laNER WILL NOT f~E LIAElLr: FOR coer OF
<br />REPA1R2t OR DELAY TO me CON6TRUCTION
<br />
<br />(;OIL TERMITE TREATMENT:
<br />
<br />INITIAl. WII. POI50NING TREATMENT e.HALl. 135 DONE: AFTER ALl. EXCAvATION
<br />BACK.F1U1NCi f COMPACTINCi ARE COMPLere (PER Fec 1816.W
<br />
<br />ANY 5011. DI5TUReED AFTER T\-lE INITIAL TREATMENT ~ALL ee Re TREATED
<br />( INCLUDING ANY eOXeD OR FORMED ,AREAe) (PER F6C leI61.2.)
<br />
<br />eOXED AREAe IN THe CONCRete e.LAe FOR IN8TALLATION OF TRAPe e.~ALI. ee MADe
<br />UJIT~ PERMAMENT METAL. OR PLAeTfC FORMS, PERMAMENT FORMe MueT ae OF AN ADEQUATE
<br />51ZE . DEPTI-l TO eLIMINATe ANY DleTUReANce OF THE WIL AFTER THe INITIAL TREATMENT
<br />(PER Fec leI6.I.3)
<br />
<br />2><4 aLOCKINCi AT ALL. JOINT5 . .
<br />IF PLYWOOD RUN5 l-lORllONT AI.
<br />NAIL a" OC WITl-l eD NAIL6 · ·
<br />
<br />A MINIMUM 6 MILL VAPOR BARRIER MU5T eE IN5TALL.ED TO PROTECT AuAIN5T RAINFALL.
<br />DILUTION IF RAINFALL. OCCUR5 eEFORE VAPOR eARRIER PLACEMENT, RE TREATMENT 5HALL
<br />eE REQUIRED (PER FBC lel€?,IA)
<br />
<br />
<br />ALL. BUILDIN~5 ARE REQUIRED TO HAve A PRe CON5TRUCTION TERMITE TREATMENT
<br />(PER FeClel€?1.1)
<br />
<br />AFTER ALL. WORK 15 COMPLetE ANY Looe.e UJOOD AND FILL MU5T eE REMOVeD FROM
<br />eEl.OW AND WITH IN 12' OF TI-le BU/WINCi. T\-l15 e.I-iALL INCLUDE ALL ~RADE 5TAKee TUa
<br />TRAP eOXE5. FORMe, 5l-JORINCi AND ANY OTHER CEl.LULoe.e CONTAINING MATERfAL.&
<br />(PER F6C 2W3.1,3)
<br />
<br />NO WOOD VE<iET ATION, 5TUMPe, CARD60ARD. T~. etc, 8HALL. ee aURleD WtTl4lN IS' 0"
<br />OF ANY SUILDINCi OR PROPOeED 6U1LDINCi (PER F6C 2303!.4)
<br />
<br />ANY CONCRetE OVER POUR MORTAR OR eTUCCO MATERIALe ALONG 1l4E FOUNDATION PERIMETER
<br />MtJeT eE REMOVED PRIOR TO EXTERIOR e011. TREATMENT (PER F6C lel€?I.5)
<br />
<br />EXTERIOR 8011. TREATMENT MU5T ee APPLIED UNDER AU. EXTERIOR CONCRETE OR GRADe
<br />ll.IlTI-lIN ,," OF THe 5TRUCTURE e.IDe WALL.e (PER FeC 1&16.t€?)
<br />
<br />AN EXTERIOR VERTICAL CI-lEMtCAL eARRIER e.HALL. 6E INaT ALL.E'.D AFTER CONaTRUCTION Ie
<br />COMPLete ( INCLUDING !.AND5CAPING AND IRRICiATION.> ANY 5011. DleTUReEO AFrER TI-lE
<br />VERTICAL. eARRIER 1& APPI.IEO, ~ALl. ee Rlm<EAiED (PER Fee 1&1€?1.€?)
<br />
<br />IRR/CrArION / ePRINKLER 6yeTEMe INCLUDINCi AI..L. RIe.SR6 AND 5PRAY \-lEADS ~AU. NOT es
<br />INSTALLED WITH Ii' OF TI4E elJlLDING eIDEWALL& (PER F6C lS03.4A)
<br />
<br />CONDENSATe AND ROOF DOWN 5POUT5 DI5Cl-lAR6e AT LeA&T 12" AWAY FROM 1l4E 6U1L.DINCi
<br />elDE WAu.e (PER Fee \S03.4.4)
<br />
<br />1l4e Dl5TANCE FROM TI-IE EXTERiOR WAW. COVERINCi (EXCEPTION51 pAINT AND DECORATIVE
<br />CEMENTITIOtJe FINI~ LE65 TI-lAN S/8u THICK ADI4ERED DIRECTLY ONTO TI-lE FOUNDATION WALU
<br />AND FINAL EART~ GRADE 8l-lAU. NOT ee LE5e THAN 6u TO ALL.OW FOR INePECTION FOR FUTURE
<br />TERMITE tNFeeTATION& (pER Fee 1403.1.6)
<br />
<br />A U CERTIFICATE OF COMPLIANceM ~ALL. ee'165UEO TO THE euILDIN~ DEPARTMENT ay A LICENeeo
<br />PEeT CONTROl. COMPANY eEFORE A " CERTIFICATE OF OCCUPANCY WILl.. ee leeuED, TI-lE CERTIFICATe
<br />e,~ALL eTATE, (PER Fec lel!H1)
<br />
<br />U THe eUIWINCi HAe RECEIVED A COMPLete TREATMENT FOR T\-lE PREVENTION OF e.uaTERRANEAN
<br />TeRMITe6. Tl-lE TREATMENT Ie INACCORDANCE WIT~ THe RUI.Ee AND !.Awe OF T\-lE FLORIDA DEPARTMENT
<br />OF A~RJCUL TlJRe AND CON5UMERS eERV!CEe
<br />
<br />A PERMAMENT 5r<iN TI-lAT IDENTIFlee THe TERMIte TREATMENT PROVIDER AND NEED FOR Re IN5pECTION
<br />AND TREATMENT CONTRACT RENEWAL $HALL ee PROVIDeo. TI4E etCiN ~ALL. eE POeTeD NEAR THE WATER
<br />HEATER OR El.ECTRICAL. PANEL. (PER F6C 104.2.6)
<br />
<br />TRueee5:
<br />
<br />IF mE CONTRACTOR. TRue,5 MANUFACTURE OR ANY 01l4ER DE51GN PROFEe510NAI. REVleE 111E
<br />TRU5e eY5TEM LAYOUT FROM "l-108E e.l-lOWN ON THE5E PLANa ARKAY ENCiINEERIN~, INC la
<br />REQUIRED TO REVIEW AU. FINAL CON5TRUCTION DOCUMENTS FOR COMPl.JANCe WITI-l111S
<br />DEe.16N INTENT PRIOR TO COMMeNCEMENT OF T\-lE PROJECT
<br />
<br />UP LIFT CONNEcTIONe FOR MAWNRY WALLe
<br />
<br />ROOF UPLiFtS OF I&W. AND L.Eee ue.e (1) 5IMPe.ON l-lET A24 WITH (16) 100 X 1 In" NAIL5
<br />ROOF UPLIFTe OF 2310. AND LEee U5e (1) elMPWN I-lHeTA24 WtTl-l (21) 10D X lid NAIl.&
<br />ROOF UPLIFt5 OF 396&' AND LEM \J$e (1) eIMP50N MGT WITH m) 100 x 1 1/211 NAILe TO
<br />GIRDER AND &Ia" 601. T TO CONCRETE
<br />
<br />ROOF U~LIFT& OF 10%0. AND LE8e IJ8.E (1) e.IMPWN I-lC1T-2 WITH (8) !OD X I 1/21 NAIL5
<br />TO GIRDER AND (2) 3/4" 601.. T6 IN Co~~cRete ( 2 PLY C1IRDERe )
<br />
<br />ROOF UPLIFT& OF IOS3~ OR L.ee.5 U5E (I) 5IMP€>ON H~T.3 WITH (e) 100 x I In" NAIL€>
<br />TO 61ROER AND m 3/4" eoL. T5 IN CONCRETE (3 PLY 61RDER5 )
<br />
<br />ROOF UPL.IFT5 OF ~2SO. AND L.EM ue.e (!) 51MP50N H~T-4 WITH (16) 10D X I In" NAIL5
<br />TO GIRDER AND (2) 3/4" 1301. Te IN CONCReTE (4 PLY GIRDER5 )
<br />
<br />EXtERIOR WINOOW5 .OOOR5:
<br />
<br />All. EXTERIOR UJI,NOOWS 4 GLAee DOOR5 OR ENTRANCE DOOR e.l-lALI. ee TEeTED IN ACCORDANce WITl-l
<br />ANe.l/AMMAlNWWDA 10t/152 5TANDARD AND eEAR AN AMMA OR UJOMA LABEl. IDENTIFYINCi TI4E MANUFACTURe
<br />PERFORMANce CHARACTERI5TIce AND APPROVED PRODUCT TE5TING eNTITY
<br />
<br />ALL MULJ..IONS AND ADJACENT DOOR/WINDOW Ae5EMBLlE5 ~ALl. BE TEST OR EN~INEEReo TO TRAN5FER
<br />1,5 TIMEe THe DE51GN LOADe TO T~E ROU~l-l OPENING e.UB5TRATe
<br />
<br />INe.TALL. ALl. WINDowe ANO DOOR Ae5EMeLlEe PER THE MANUFACTURE ANCl-JORINCi RECOMMENDATIONe
<br />TO ACHIEVE THe Dee.r<iN PRES5UR~5 SPECIFIED
<br />
<br />ELECTRICAL, PLUME3IN6, 4 MECHANICAL:
<br />
<br />IN ACCORDANCE WIT~ CI-lAPTER 411.003 (2) (i) OF T~E FLORIDA ADMINISTRATIVE CODE, ELECTRICAl.
<br />PLUMelNG AND MECHANICAl. 5Y5TEM5 eHALL. 6E DE51<iNeD 13'1' nlE RE5PECTIVE CONTRACTOR TO
<br />M.EET AW- APPLICAeLE CODEe. TI4E El..EC1RICAL, PLUMelNu AND MECHANICAL 5Y5TEMe DRAWN HERON
<br />ARE eAe.E UPON A De51~N FROVIDeD ay TI-!E OWNER TO ADDRE8e l-l18/l-lER REQUIREHeNTe.
<br />
<br />ALl. ELECTF<ICAL OUTLets IN eATI-lROOMe. KITc~EN. (UJIT\-lIN 6' FEET OR eINK6J, <iARAUE AND AT
<br />EXTERIOR LOCA TrONe 5HALL ee WIRED INTO A 6ROUNO FAUl. T INTERRUPTER "uFI" CIRCUIT
<br />
<br />ALL. ELECTRICAL OUTLET5 IN eEDROOMe ~l-lALL. ee WIRED INTO AN ARC-l=AUI.T INTERRUPTER 'AFt" CIRCUIT
<br />
<br />eMOKe DETECTORe ~ALL ee PLAce IN EACl-l eEDROOM AND
<br />IN HALL. WAY AREAS ADJACENT TO eEDROOM AND OTI-IER LIVING
<br />AREAe
<br />
<br />5AFeTY GLAZING:
<br />
<br />me FOLLOWINCi 5~ALl.. BE CONSIDERED ePECIFIC I-lAZARDOU5 LOCATION FOR TI-IE PURpoe.e OF
<br />C1LAZINCi
<br />
<br />(1) GLAZINCi IN e.WINu DOOR5. fiXeD AND ~LIDINCi PANEl- OF e.LIDINCi DOORe
<br />Ae~EMeLIEe
<br />(2) QLAZlNCi IN DOOR5 AND ENCL.05UREe. FOR I-IOT TUee., WI-lIRL.POOL5. eAUNAe. e.TEAM
<br />ROOMe, eATHTU6e AND eHOWER5. <iLAZINCi IN ANY PORTION or A eUILDING WALl..
<br />ENCL051NCi TI-IEe.S COMPARTMENTe WI-IERe 1145 eOTTOM EtXiE OF TI-IE ~LAZINCi 1& LEee
<br />THAN 6<)" Aeove THE DRAIN INLET
<br />(3) G!.AZINCi IN INDIVIDUAL FIXeD OR OPERAeLE PANEl- ADJACENT A DOOR UJI-lERE
<br />111E NEAREST VERTICAL eDGe Ie WtTl-llN A 24" RADIIJe OF 1l4E DOOR IN A CLOe.ED
<br />FOe.ITION AND llJHOee eOTTOM ED6E Ie LEe6 TI-lAN 60' Aaove TI-I5 FINISI1 FLOOR OR
<br />lUALKINCi 5URFACE
<br />(4) uLAZING IN AN INDIVIDUAL FIXeD OR OPERAeLE PANel. OTHER THAN TI-lOSe LOCAT10N5
<br />DEe.CRleeD IN ITEM5 m AND (3) ABOVE. T\-lAT MEETe ALL. OF Ti4E FOW.OWINCi
<br />(A) EXP05eo AREA OF AN INDIVIDUAl. PANe 6REATER THAN 9 ea. FT.
<br />(e) eoTTOM eDGE LE8a TI-IAN le'l Aeove Tl-lE FlOOR
<br />(C) TOP eDGE 6REATER Tl-lAN 36" ABOVE TI-lE FLOOR
<br />(D) ONE OR MORe WALKINCi euRFAcee WIT\-lIN ;.6" ~IZONTALL.Y
<br />OF Tl-4e PLANE OF T\-lE (3!.AZINCi
<br />
<br />DRAFT5TOPPING:
<br />
<br />IN e.INCiLe FAMILY DWEL.LING5, DRAFT5TOPPINCi5 e.l-lALl. ee PROVIDED ( PARAU.EL TO TI-IE MAIN
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