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.
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2 ><4 OUTRIGrGrERe AT 24' OC
CONNECT OUTRIGrGrERe TO
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. MAX. 24' OVER1-4ANGr
lUE6 6l0CKINGr lUITI-I (2) I~D TOE NAIL5
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NOTE. NO L 6RACINu REQUIRED WHEN
PEAK OF uA6LE 16 4'0' OR L.EM
"L' 6RACINu TO EXTEND AT L.EAeT 90 ~
OF WEe LENuTH ( 6EE TA6LE A60VE )
2 X 4 lUE6 6LOCKe NAILED IN 6ETWEEN
WES5 WITH (2) I~D NAIL5 EAC~ END
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~
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tn" CDX 5HEATHIN<!I OR V16' 066 NAIL.ED
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2 X " NAIL~ ATTACHED TO BOTTOM
COl<O OF GAeLE TR\J6e A'<O COMMON
TRUSS WI1'I-l 2 EACIol 120 COMMON NAILS
AT EACH UPRIGHT MEMSER ON a.AeLE
I
6A6LE END BRACING DETAIL
UPLIFT CONNt::CTIONe FOR UJOOD WALLe
5lMP50N 5Tf<ONG . TIE CONNECTION5
ROOF UPLIFT& OF *~ ANO LE5& U5E (1) 51MP5ON H2.S I-lURRICANE TIE
Wlnl ~O NAIL.EI:> TO TRU~ s-BD NAILS TO PLATe
&IMP5ON eTRON<!I TIE e.PRUCe - 50. PINe - FIR
€>EE PAGre 136 CATAI.Ou C-2002 LATERAl.. lOAD ( 133 . IbO)
F1 ISO F2 ISO
ROOF UPLIFTe FROM UP TO '64as ue.E (i) 51MFWN I-j<!JT.2 TIE DOWN WIT~
DOU6LE eruo PACK UNDER uIRDER. ue.e I EAC~ e.IMP5ON HTT22 ON EACI-I
FACE OF 5TtJO PACK. ~e (2) 5/&~ TI-lRU 601.T& FROM eruD TJ-jROUUl-l PLATE
TO HuT-2 TIE OOUJN A60Ve.. uee 6-IOD HAILe TO TRUM AND 32-I~D NAILe TO
eruos EACH ~TTZ2 Tie OOUJN (2 PL. 'I' ul~ER )
e.IMPe.ON STRONu Tie NO LATERAl- LOADS
e.El: PA6E 140 .24 CATAL.O<!l C-2002
ROOF WPllFTe OF o4S9 AND LEM U5E (I) e.IMPWN 1-13 I-lURRICANe Tie
Wlnl 4-80 NAilS TO TRue.e 4-8D NAII.S TO PLATE I FACE OF TRU5S
6lMP5ON STRONG TIE &PRUCE - PINE - FIR
5a: PAuE \36 CATAI.O<!l C-2002 LATERAl.. LOAD ( 133 . 1(0)
F1 ISO F2 ISO
IW&~
ROOF UPLIFTe. FROM 4W TO ~IO' U5e (2) 5lMFWN ~3 ~URRICANE TIES
Wlnl ..(.80 NAILe TO TRU% ..(.80 NAILe TO PLATE I eACl-I FAce OF TRuee.
elMPWN 5TRON<!I Tie ~uce - PINE - FIR
5EE PA6E \36 CATAI.Ou C-2002 LATERAL. LOAD ( 133 . 1(0)
Fl ISO F2 ISO
ROOF UPL.IFTS FROM uP TO ~035 ue.e (I) e..IMPWN OOT-3 Tie DOWN WtTI-1
TRIPLS 51\10 PACK. UNOItFt <!IIRP~, U6a I i!AC~ &IMP&aN f1TT'n ON I!AC~
FACE OF eTUO PACK. ~E (2) S/&v TI-lRU eOI-T& ~OM 51\10 n.a<OU<!I~ PLAn!
TO I-IC:tT-) Tie OOUlN Aeove.. u~e 8-100 NAIL6 TO Tf<u&e AND 32-lbD NAIL.a TO
&TtJDe EACI-lI-lTT22 TIE DOWN (3 PI- y 6IRD~ )
ROOF UPl.IFT& FROM ~II' UP TO 14SO' U6E 51MP5ON I-lT&20 TWI6T eTRAP
WITl-llO-IOO NAILe TO ~ 10-100 NAILS TO pLATS
&IMP50N &TRONG Tie NO LATERAl- 1.0ADe
&EE PAul: 135 CATAI.OO C-2002
&IMPe.ON eTRONG TIE
&a: PAul: 140 .24 CATALOG C.2002
NO LATERAl. LOAD6
T~e CLIENT UNDER6T ANOe. THAT THe OE51GNER CARRIEe. NO 1..IA~'1..1'T'Y' INe,lJRANCli AND TI-lEREfORE
AGREEE'i TO !-lOW 1-4ARMLE~, IDeMNI;::Y, AND Dt::FEND oe616NER Ff<OM AU_ CLAIM&, L06$E6 AND
EXPENM::e, IINClUOING REAW!iA6Ll: ATTORNaY fEE6) ARI61Nu '~T Ol" O~ REeuLTINa FROM T1-4E
PROJECT. T1-4E OE51GNER WILl.. IN GOOD FAITl-l ATTEl"',?T TO PROVI05 ERROR FREIS CON&TRUCTION
ORAUJIN65, euT IN THE EVENT ERRORe. ocCUR T1-45 OEelGNER lUll..!. NOT 61! LIA6LE FOR CO&T OF
REPAIl<.6 OR oELAY TO THe CON&TRUCrlON
ROOF UPI.IFT& FROM UP TO 3330' ue.E (I) &IMP50N M<!IT TIE OOWN WITI-l
OOUst..e eTtJD PACK UNO~ 6IRDER. uee I EACI-l &IMP50N PI-lD5 ON I
FACE OF aTUD PACK. U5e Sia" ~RU SOI.T FROM eTtJD TI-lROU<!I~ pLATE
TO MuT TIE OOWN Aeove.. ue.e 22-IOD NAILe TO TRU&6 14-1/4" X )' ~oe
WOOO 5CREWe TO 6TUOe. ( 2 PI. Y 61RDER )
5IMP&ON eTRON<!I Tie NO LATERAl. LOAO&
eEl: PA65 140 . 11 CATAL.OG C-2002
ROOF UPLiFtS FROM UP TO ~so uee (1) e..IMP50N 1p't'-3 TIE OOWN WIT~
(4) 5TtJD PAcK. UNDER aIRDER. U~E I eAC~ &IMPWN Htr22 ON eACH
FAce OF 5TUD PACK. ~E (2) s/ev TI-lRU eOL.Ta FROM &TUD THROU6H PLATS
TO HCJT-4 Tie DOWN Aeove. u&e 13-100 NAII.& TO TRU&5 AND 32-1bD NAIl-a TO
&ruDe EAC'" I-lTT22 TIE DOWN (4 Pi. 'I' ai1'<DER )
&IMpeO~ aTRONG Tie NO LATERAl. 1.0AD&
&eE PAul: 140 .24 CATAI.O<!l C.2002
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REe.F'ONeleILlTY TO pl<OVIDe AT PERMiTTING Tl-le TRU6& ENuINEERIN~ LAYOUT &~W'NG
UPl.IFTe, AND TRUe.e. fOROFILEe eo i\--lAT CONTRACTOR CAN ueE PROPER ANCHORING
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STRUC1l.JRAL eNalNEER6
RIC~ARD L. KIDDEY P,E.
FLORIDA I.ICENe.e NUMeER ~12~~
II-lERSY CERTIFY T~AT TI-lEe.e PLANe. AND e,PECIF1CAT10Nf?>
WAG PREPAREO SY Me O~ UNDER MY DIRECT e.UPE~VleION
ARe IN COMPLIANce W'T~ T~e FLORIOA eUILDIN<!I CODe 2001
FOR 110 MPl-l ( 3 eECONO 6UGT ) WIND lONE - 90 MP~ FAeTEeT
e,PEED
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GENERAL Norse:
n-l15 SUILDING HAe SEEN DE61<;NED TO CONFORM TO THE FI."RIDA elJlLOING CODE 2001.
ARKAY eNGINEERINu INC, A REGISTERED LJCENeEO, FI.ORID.6. PROFt:MIONAL. 5TRUCTURAI..
ENulNEERINu COM~ANY, ~Ae APPLIED U RATIONAl.. ANAl. Y51~l FOR THE eTRUCTURAI. DEe.IGN
OF THIElJ 5TRUCTURe
THE SWLDINu ( INCL.UDINCi ALL COMPONENT5 AND CLADDINCs5 ~AU. ee DEel~NED FOR THe
FOLLOllJlNCi eUPERIMP05eo LOAD5
FLOOR5,
LIVE LOADe - 40 p,e.F.
DEAD LOADe - 10 P.5.F.
~ARA6E 5LA6,
L.Ive LOAD5 - 50 P.5.F.
DEAD LOADe . 10 p,e.F.
ROOF,
WINO,
LIVE LOAD5 CTRU5e tOP CORD) - 20 p.e.F.
DEAD LOADe (tRUM lOP CORD) - 10 p.e.F. 18 p.e.F, WHEN TILE ROOF IN5TAL.LED
DEAD LOAD (TRUM 6OTiOM CORD) . 10 p.e.F.
A55UMED TRue5 5EL.F WEIC:sHt ( DEAD LOAD) ., P.I~.F.
eUILDINC:s 15 DE51C:sNED to CONFORM to A5Ce 1-96, (;HAP1"ER 61 PER FLORIDA BUIL.DINCi
CODe 2001 eECTION !606.1.1
WINO DE51C:sN A55UMPTION5,
BUILDINC:s EXP05URE . B
BUlLDIN~ IMPORTANce FACTOR. 1.0
MEAN ROOF t.lE!C:sHT 30' OR L.E~
l-IEIGI-iT . EXP05URE ADJI~TMeNTe COEFFICIENT. 1.0
ENCL05ED BUIL.DINCi
INtERNAl. PRES5URE COEFFICIeNT. + / - 0.18
eEl: WINO 5PEED INFORMATION eTATEO ON pL.ANe
601L SEARINC1 .t COMPACTION:
THEe!: PLANe WERe DRAWN 6A5ED UPON AN ALLOWASLe e011. eEAl<ING CAPACITY OF
2000 P.5.F.l MINIMUM) THe cONTRACTOR/PROPERTY OllJNEf( Ie REepON51eLe FOR VERIFYING
THAT THE: WIt. ON THE elTe Ie PROPERI.Y PREPARED AND COMPACTeD e.UCI-l THAT IT CAN
euPPORT A 2000 p.e.F, FOUNDAT!ON LOADINu
ARKAY EN61NEERING INC, A RE61eTERED LICEN8ED FLORIDA PROFE~e.IONAL 5TRUCTURAL
EN<iINEERINCi COMPANY, DE61<iNED THE5e FOUNDATION5 WlTI-lOUT VlelTING THE CONeTRUCTION
51TS NOR PERFORMING ANY 8011. TEeTING
ARKAY EN61NEERING INC e.HALL. NOT ee RE8PON51eLE FOR THe 51te eOft. AelLITY TO 5<.JPPORT
THe eUILDIN<i 1.0A05
J:=OUNOA rlON . 5LAl3 - ON- C1RAOe N01'E5 :
BUlLDINu elTE 5~ALl. ee 5CRAPED TO REMOVE ALL 0F<uAN1C MATE1~IALe:.
ANY ADDITIONAL FILL. PLACED ON THE eUlLDINCi PAD AREA, ~ALL. SE COMPACTED
WC~ THAT IT CAN AOEQUATEl. 'I' 5<.JFPORT A 2000 P.5,F. FOUNDATION LOADINCi. 5LAe
e,~AL.l. BE P!..ACE OVER A 6 MIl. VAPOR eARRIER ON CLEAN ADEG:lIJArEL.Y COMPACTED
ANO Te;RMITe POIWNED WIL.
CONCReTe UTILIZED IN TI-le FOUNDATION AND e.LAee ~ALI. HAVE A MINIMUM 29 DAY
COMPREMfve eTRENGTI1 OF 2500 p.e.F.
REINFORCING en:El.. el-lAL.1. 65 6RADE 40 MINIMUM AND IDeNTIFIED IN ACCORDANCE
WITH AeiM A -61;. LAF 5PLICEe., UJl-lER!: REQUIRED 5I-lALl. ee A MINIMUM OF 2S~ FOR
!os REBAR. :;oil FOR .~ REBAr-< . 3&11 FOF< .., REeAR
PLANe. ARE EN61NEEREO FOR A MAXIMUM eTEMWALL. t.4Ef6I-lT OF 4 COtlF<e.Ee ( AFTER
FINAl. &IT5 Gl<ADING) T~e CONTRACTOR OR BUILDING OWN EFt 5HALL DetERMINE Tt.4E
EXACT MEMWALl. HEIC:sHT 6.t.1!,e UPON 51TE CONOITIONe PRIO\'~ TO PC\lRINCi TI-le FOUNDATION
AND CONTACT ARKAY EN,::;-INEERING Wl-4EN MORE TI-lAN 4 COURe.e A~~E ReQUIRED
A r-OUNDA tlON e.LlRVeY f,;t.4ALL BE PERFORMED AND A cop'!' OF TI-le WRVeY e.HALl. ee ON 51'm
FOR mE BUILDIN6 INe,PECTORe U5E , OR ALl. PROPERTY M,t,RKER5;I-lALJ.. ee EXPOe.eo AND A
e.iRINC1 e.iRECiCO FROM MARKER TO MARKER TO VERFIY REQUIRED 5eT eACKE!I
t'1A60Nf<Y WALLE;:
CONCREtE MA50NF<Y UNIT e.l~"^,Ll. ee HOLLOW UNIT MAe.ONRY IN ACCORDANce WITl-l AE!lTM C.~O
AND e~ALl. HAVE MINIMUM F'I-1 or \500 P.~.I,
MORTAR e.I-lALI. CONFORM TO A5TMC -210 AND 8HALI.. BE EITHER TYFE MORe
REINFORCINu eTEEl.. 5i-lALI.. BE C:sRADe 40 MINIMUM AND IDEN riFlED IN ACCORDANce
WITH AeIMA-hIS. LAP 8PLICE5 WHERE REQUIRED e.I-lALl. BE ,d, MINIMU~1 OF 2&" FOR "& REBAR
3d' FOR '6 RE6AR AND 3S" FOR ., REBAR,
GROUT FOR me POURED CELL~ AND LlNiEL5 WALL ~AVE A MAXIMUI1 COUR5e MGRECiAie ~Ize
OF 3/8" PLACED AT a TO II INCl-l 5LUMP AND ~Ave A MINIMU~l 2a DAY COMPRE~lve eTREN6Tl-l OF
2000 p.e.l. ( WHEN TEeTED PER A5TM C-IOI~ )
PROVIDE CLEAN OUT OPENINCie ( 12 612. IN. ) IN Ce:LL& CO NT I,JNIN~ 5PLICeD REINFORCEMENT. WI-4EN
THe CiROUT POUR EXCEED!!> :; FEET IN HEI<i~T
ROOFING" FLA61-11N65:
ROOFIN<i 5Y$TEM AND FlAeHINCi A$ MATeD IN pLANe MOOT CON~:M TO CI-lAPTER IS OF Tf.lE FLORIDA
eUlLDIN<i coDe 2001. FLAe.HING e.PECIF1C e.ECTION 1501,3.9 CONTRACTOR OR OUJNER MOOT PROVIDE WITH
PLANS e,PECIF1C PRODUCT INFORMATION DETAILING INeTALLATfON OF PRODUCT TO MEET WIND DEe/GNe
OF THIS e.S:T OF DRAIlIIN65.
ilt1E3Ef< MA iERIAL5:
ALL TIM6ER5 MATERIALS> e,~ALl. Be M FOLL0\lJ5,
LVI. BEAMS e.l-lALI.. Be (l,~EJ MCALl-16TER l.V!. MATERIAL.5 MANUFACTURED aY tRues JOIST
MACMILLAN ( OR EQUAU
LUMSER UTILIZED IN BOTTOM pLATE, TOP PLATES ,PoeT, enlDe PACKe AND eEAM&
5l-lALl. ee lf2 YEl.LOW PINe (OR eeTTER)
EXTERIOR AND INTERIOR LOAD eEARINu eTUDe. 5i-lAlJ. eE t2 €>pRuce ( OR eEiTER)
ALL OT~ER eTUDe. ~ALL. BE "e.TUD 6RAD511 5PRUCE €>pACE: 16" OC. ALl.. €>PLICEe AT
TOP PLATE MueT ee MINIMUM 4'011 AND NAIL.ED 4" OC llJJTl-l i2D COMMON NAILe.
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JOINTS AND EOC:sEe AND Ii' DC ALONCi ALL INTERMeDIATE elTUDe
At OPENIN65 s'o' WIDe OR LARC:sER eTRAP ~EADER eEAt1 TO TI4I: l-lEADER eTUDe WITH (2) ue.p OR 51Mp80N
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llJI111 U5P OR €>IMPWN l-lTTle. TENS>ION TIE.
INTERIOR 5TUD WALLe TO BE OF 2 X 4 ~ e.PRUCS OR eeilER W\111 elNCiLE 2 x 4 P.T.
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MAXIMUM 24" OC. WALLS TO I-lAVe Inll C1YPeuM BOARD EACl-l elDe, WIT~ WALL.e AT
<iARACie TO i-lAve MINIMUM R-II INe.ULATION
ANCHOR WOOD e.I-!EAR WALLe 8ECiMENT5 TO FOUNDATION WITH eIM~N LTT20e TENe.ION Tie AT EACl-l
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ROOF UPLIFt5 OF 45S' AND LE~ ue.e (1) U8P R13 OR 8111P€>ON l-l3 H.lRRICANE Tie
FOR UPLIFTe FROt1 .4%. TO ~IO' U8E (2) U8P Rn OR e.IMPeON H3 I-lIJRRICANE TIEe
UPLIFie. FROM ~It. UP TO 1470' Ue.E A U5P I-lTUJ20 OR e.IMP5,N l-lre,20 TWI8T 8TRAP
ALL PLUMeINC1. ELECTRICAL AND MECI-lANICAl. ROUUH INe. I1U5r 6e COMPLETE, IN5PECTEO AND APPROVED
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IF DEe-IRED, EQUIVALENT CONNECTOR5 MADe BY ANOTHER e.UPP!.IE:R MAY ee U5ED IN PLAce OF TI-le
ue,p OR 5IMP50N CONNECTOR5 e.l-JOWN
THe CLI~T UNDF:r<eTANoe t~AT THE DEe.I<::.NER CARRIEe NO LIAElILITY IIIWRANCl! AND THEREJ=ORe
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REPA1R2t OR DELAY TO me CON6TRUCTION
(;OIL TERMITE TREATMENT:
INITIAl. WII. POI50NING TREATMENT e.HALl. 135 DONE: AFTER ALl. EXCAvATION
BACK.F1U1NCi f COMPACTINCi ARE COMPLere (PER Fec 1816.W
ANY 5011. DI5TUReED AFTER T\-lE INITIAL TREATMENT ~ALL ee Re TREATED
( INCLUDING ANY eOXeD OR FORMED ,AREAe) (PER F6C leI61.2.)
eOXED AREAe IN THe CONCRete e.LAe FOR IN8TALLATION OF TRAPe e.~ALI. ee MADe
UJIT~ PERMAMENT METAL. OR PLAeTfC FORMS, PERMAMENT FORMe MueT ae OF AN ADEQUATE
51ZE . DEPTI-l TO eLIMINATe ANY DleTUReANce OF THE WIL AFTER THe INITIAL TREATMENT
(PER Fec leI6.I.3)
2><4 aLOCKINCi AT ALL. JOINT5 . .
IF PLYWOOD RUN5 l-lORllONT AI.
NAIL a" OC WITl-l eD NAIL6 · ·
A MINIMUM 6 MILL VAPOR BARRIER MU5T eE IN5TALL.ED TO PROTECT AuAIN5T RAINFALL.
DILUTION IF RAINFALL. OCCUR5 eEFORE VAPOR eARRIER PLACEMENT, RE TREATMENT 5HALL
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ALL. BUILDIN~5 ARE REQUIRED TO HAve A PRe CON5TRUCTION TERMITE TREATMENT
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AFTER ALL. WORK 15 COMPLetE ANY Looe.e UJOOD AND FILL MU5T eE REMOVeD FROM
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(PER F6C 2W3.1,3)
NO WOOD VE<iET ATION, 5TUMPe, CARD60ARD. T~. etc, 8HALL. ee aURleD WtTl4lN IS' 0"
OF ANY SUILDINCi OR PROPOeED 6U1LDINCi (PER F6C 2303!.4)
ANY CONCRetE OVER POUR MORTAR OR eTUCCO MATERIALe ALONG 1l4E FOUNDATION PERIMETER
MtJeT eE REMOVED PRIOR TO EXTERIOR e011. TREATMENT (PER F6C lel€?I.5)
EXTERIOR 8011. TREATMENT MU5T ee APPLIED UNDER AU. EXTERIOR CONCRETE OR GRADe
ll.IlTI-lIN ,," OF THe 5TRUCTURE e.IDe WALL.e (PER FeC 1&16.t€?)
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A U CERTIFICATE OF COMPLIANceM ~ALL. ee'165UEO TO THE euILDIN~ DEPARTMENT ay A LICENeeo
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ROOF UPLIFt5 OF 396&' AND LEM \J$e (1) eIMP50N MGT WITH m) 100 x 1 1/211 NAILe TO
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ROOF U~LIFT& OF 10%0. AND LE8e IJ8.E (1) e.IMPWN I-lC1T-2 WITH (8) !OD X I 1/21 NAIL5
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ALL. ELECTRICAL OUTLET5 IN eEDROOMe ~l-lALL. ee WIRED INTO AN ARC-l=AUI.T INTERRUPTER 'AFt" CIRCUIT
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12 I~ V~ )( 2!iO 2 2
13 19 1/& )( 31 31& , 3
14 1& 1/& )( -4~ SIB. 2 3
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1& 1& 1/& )( ~2 , -4
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11 \& 1/& )( &3 , -4
IH:l I 32/2 ~ 14 >< 2~ , 2 2
lH3 I 33/2 ~ 1/2 )( 31 3/& 2 3
~/34/2 . ~ 14 )( 4'! !We 2 :3
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tHO:> ( :if:ln ~14><11 2 4
IHl I 3ln :l!) In >< 1:);' 2 4
30 1/2 )( 26 ~ 1/2 >< 2!; 2 ,
30 In )( 39 3/9 2'a 112 X 31 3/~ 2 3
30 1/2 )( ~ 5/& 2'a V2 >< 4~ !;/8 2 :3
30 1/2 >< ~ 114 2'a 1/2 >< && V4 2 :3
30 112 >< E>3 2'a 1/2 >< ~2 2 4
30 1/2 >< 12 2'! 14 )( 11 2 -4
30 1/2 >< e4 2'a 1/2 >< &3 2 4
n 2S 1/2 >< 25 2 2
23 2& 1/2 >< 31 3/8 2 3
24 2& 1/2 >< 4'! S/8 2 3
~ 2& 1/2 >< *' V4 2 3
2& 2& 1/2 )( E>2 2 4
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21 2& 1/2 )( &3 2 '"
42 >< 2~ 41 >< 25 3 :2
"!;/ X ~ 3/6 41 >< 31 3/& 3 3
42 X ~ S/& 41 X 4~ SIB 3 3
...~ x. :;><) 1/4 41 X &S 114 3 3
4~ X 63 41 X 62 3 -4
42 X -0 41 X 11 3 4
4;/ X 64 41 >< e3 3 '"
4& X 2~ 41 X 2S 3 :2
.ow x. :X) ~(~ 41 X 31 &/& 3 3
41:) x ~.!>7a 41 x 4'! S/a 3 3
4& x ~ 1/4 41 >< ;.s 1/4 3 3
4& >< ~, "'1 X ~2 3 4
4& >< 12 41 X 11 3 4
4& >< 94 41 X &3 3 4
32 5>2 1/8 >< 2S 3 2
33 &2 1/& X 31 3/a' 3 3
, 34 &2 1/& >< 4'! :'>Ia 3 3
34-S &2 1/& X E-& 114 3 :3
3& &2 1/& >< 62 3 '"
36 &2 I/a >< 11 3 4
31 ~~ 1/6 X a3 3 4
THe INFORMATION PROVIDED ON THla CI-IART la FOR FlORIDA EXTRtJDER9
INC, ( MIl.E 5TONE UJINOOUJ MANUFACTURE. IF OWNER/CONTRACTOR CH005E&
TO U5E OTHER MANUFACTUREe THEY MIJaT PROVIDE FROPER INFORHATION
e.HOWINe. IN&TAl.LATION IN&TRUCTI0Ne TO MEET COMFREee.ION RATIN6& ON
DRAWIN6&
6'
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~
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~HIM A5 RrQUIRro AT EAC~ INeTALLATION ANCHOR,
ALLOWA6W e-HIM e,r ACK TO ee 1/411
IN5TALLAT10N ANCl-lOR MiJeT 6E Or 8UFFICI!:.NT LENGTH
TO ACHIEYI: MINIMUM ~MeeDM!:.NT Ir (" INTO WOOD eUCK
iJeE ~ILlCOI~IZEO ACRYLIC CAULK eE~IND WINDOW FIN AT HEAD,
JAM6, AND e.ILL AND FOR PERIMeTER e.EAL. AROUND EXTERIOR
FRAME Or WINDOW
GLAM THlc;KNEM MAY vARY PER REQUIREM!:.NT5 OF AeTM EI300
GLA5~ CH/~RT
W\-lEN MUL llF'LE UNITe ARe ueED THe WINDOW MANUFACTURE
HU5T PRO'/IDE AF'Pi<OPRIATE MULL eAR AND INe.rALlATION
INeTRUCTION$ THAf MEET WINO LOAD PREMURe RATING5 ON
DRAWING5
FLORIDA e-XTRUDER51 MILe e.TONI! WINDOW e.ERIE5 1000 e.ING\..e HUNG
eHOWN, TH5 C~ART AL60 AF'PLIE5 TO I~O AND 2000 e~RIEe WINDowe
'a ~CREW TYPE INGTALLATION ANCI-IOr<~ MU~T 6E OF 5UFflCIENT LENGT~ TO ACHIEVe
MINIMUM EMSEOMENT OF ll/a~ INTO WOOD euCK, WHEN INeTALLINGs IN MA80NRY OPENING
IN5TALL :3/411 P.T. eUCK e,Tr<IP ANDe U5E :M~1l TAFCONe WITH MINIMUM eMBEDMENT OP I 1/4"
INTO MAeONRY OR CONCli<ETE ( BUCK ATTACHMENT DE~IGsNEO ay OTHERe,)
uee &ILfCON CAULK ON OOOR ~EAO AND JAMee AND 5EAL PERIMETER
OF EXTERIOR OF DOOR
GLAe5 THICKNE55 MAY VARY f)ER REQUIREMENTe OF AeTM EISOO GLAee CHART
ON DOOR UNITe WITH L.ITE KITe,
el-iIM MAxiMUM OF 1/411
THE INFORMATION PROVIDEO ON Tl-ile Cl-iART Ie FOR THERMA TRU DOOR INC,
IF OLUNER/CONTRACTor< CI-lOO~E5 iO OOE OTHER MANUflACTURE5 THeY MUGT
PROViDE PROPER INFeRNAi/ON 5HOWING INeTALLATION IN5TRUCTIONe TO MEET
COMFRE5510N RA TINGe ON OFMWINGe,
6"
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UJIT~ Ie>D COMMON NAILe
..
GARA6E DO:~f~ t.4EADER DETAIL
~
Tl-il~ ROOF . ALL OF ITa COMFONENTo ARE
DE51GNED TO CONFORM TO ~ECTION 1~0~
OF THE 2001 FLORIDA eurLDIN~ COOE~ FOR
WIND LOADo oTATEP ON PLAN5
HIP C RIDGE CUT F1<OM
MEiRIC T"REE TAB 6f4INC:tLEe.
S"
NORMAL WIND AREAe
.
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RU89ER VAJ..LEY ~INe. OYER TOP OR ~'
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ALL NAILS MU&T PENETRATE AT LEAST :;/4" INTO
TI-lE u.:OOD DECK
NAIL ef4INGLEe. WlTi-1 It ~ 12 GAUGE GALVANIZED NAIL&
WITI-l :;/S' PIA. I-lEAOe. ( (, REQUIRED ,1.& 5HOUJN f4IGl-l UlIND
AREA5)
MA TERIALe. e.F'ECIFICATION&.
UNDERLAYMENT 6!-1ALL CONFORH TO Ae.-M Dm;, TYPE
I 0<< AT&M 4e6~, """FE I '
FLA~INGI FOR Ae.Pf4AL T e.HINC:tLE& 5HALl.. COMF'LY UlITH
FeC I~U.~,
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A5PHAl.. T PLAeTIC CEMENT
C'~~
C'o~
~~
G.A.F.
eT ANDARD AeFHAL. T eHINC=SL.E DeTAIL.
GARAGE DOOR TO eE REINFORCED
TO MEET WIND l.OAD AND COMPRlEMION
RATINu~ FOR YOUR JOe l.OCATION
CEILING RAFTER
l@)
~ ~
/
ALl. TRACK AND ~
PER MANUFACTUR5
MEET WIND LOAD A
RATING5 FOR YOU
MINIMUM 2 X €:I '2 ePRUCE Pt.A T5
TOP ATTACHED TO WAlL. Ue,ING II
60LTe 4 eACH elDE AND AT TOP
if)
ARDWAR5 ~ECURED
~PECIFICATION5 TO
NO COMPREMrON
R JOB LOCATION
~
~
eACH elDe AND .
211 >< 011 LAG
24u OC
l()
l()
GA~AGE DOOR ATTAC~MENT DETAIL
ATTACf4 WINDOW TO &TUO& Tf4ROI.k:.~ UJINOOUJ
FIN FER YOU~ WINOOW MANUFACTURe IN&TRUCTION&
TO Mf$T WINO LOAO ANO COMPRe5e>ION RATIN66
FOR YOUR JOe LOCATION
CAULK WINOOl!J FER YOUR
WINDOW MANUFACTURE& E!>PECIFIC
RECOMMENOATION5 TO MEET WINO
LOAO AND CONFREe,e,ION RATING5
FOR YOUR JOe LOCATION
TYPICAL HEAD
>-
EXTERIOR ~TtJD WALL
LUOOD WINDOW A TT AC~MENT DETAIL
ATTAC~ DOOR TO 5TUD5 THROUCif.1 WOOD
DOOR JAM6 PER YOUR MANUFACTUREe.
INeTRUCTIONe TO MEET WIND LOAD AND
COMPREMION RATINGe FOR YOUR J06
LOcATION
UR \ TYPICAl. ..EADER
, ,
e,Pi:C[FIC
o M!:IU L [bJrJ v
REe,eION ... b-
e L.OCA TION DO
I
;; DO v
'?
I
I
CAUL.K DOOR PER YO
DOOR MANUFACTURE
RECOMMENDATIONe T
WIND LOAD AND COMP
RATINGe FOR YOUR JO
TYPICAL eTUD WALL
.--J
lUOOD DOOR ATTAC~MENT DETAIL
STRAP ALL HEAOER& M 8HOWN WITH (2)
SHPW~ LSTA 21" OR EQ'jAL. FLAT tHRAP8
A r EACH END, FILl.. ALL NAIL HOLES. WIT'"'
IOD X I IIi' NAILS
\
ue.E (I) 51MPWN LmOB A>':CHOR AT EACrl
8!D5 OF All. OOOR AND W,i'.OOllJ OPENiNa-,
8EoJRE TO SLAe THROU611 BOTTOM f'LATE
U8ING (I) S/&' x 1" (In" eOL T e./IE ) REO hEAD
EXPANe.ION eo\..Ts. WIT~ A Id x t Wt.ARE
UJ~ER ANO TI6HTEN DOIJ!N TO e.LAe. FlLl..
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NAIL8
I
II
II ~
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MiNIMUM OJ KiNa- SoTUD PACK EACH 8iDE OF
OPEN~C.5 NAILED WITf4 I~O COMMON NAILS.
12" OC EACH 81DE. NAIL. THROU6,", TOP AND
BOTTOM PLATES WiTH (2) 160 COMMON NAILS
SoT.:) WALL FER PLAN
WALLI ~EAOER DeTAIL
ARKAY ENGINEERINu INC,
eTRUCTURAL. ENulNEERe
RIC~ARD L. KIDDE:'( P.!:.
FLORIDA LICEN5e NUMBeR :;12%
I I-\ERBY CERTIFY T~AT TI-lEe.e FLAN5 AND e,PECIFICATION5
WAf; PREPARED ey ME OR UNOER MY DIRECT e.UPERVIe,iON
ARe IN COMPLIANce WITH T~E Fl.ORIOA eU1LDING CODe 2001
FOR 110 MPH ( .3 e.eCOND c:.Ue.T ) WIND ZONE - ~O MP~ FASTEST
~PEEO
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