|
<br />OUT RIGER I 24' DC
<br />)[ I~ EP- Y
<br />
<br />,"
<br />
<br />'/
<br />1'-0
<br />(I'\AXJ
<br />
<br />:,
<br />
<br />8d COM. i4' OC STAGGER!Xl
<br />
<br />~1. ~~ rV(W/t1P ~l!AruIMt
<br />WI e~~ 4' t1.v . '
<br />
<br />ust SIMPSON ~erA ZO
<br />t EA. GAlllE VtRT. 'WEB
<br />16~ CtR I!i' IX THROUGH BOT.
<br />CHORD IF GAllLE INTO ~lCG'
<br />
<br />-~-,_.....,-,,- ~
<br />
<br />I~
<br />
<br />~
<br />
<br />SIfoPSON A34 EA
<br />SlI'€ 2901 LOAD
<br />EACH
<br />
<br />f-J
<br />
<br />I~'
<br />.- ruN.
<br />
<br />\.
<br />
<br />~
<br />
<br />.
<br />
<br />2'x4'
<br />ILOCKING
<br />
<br />i',
<br />
<br />('
<br />J./-
<br />_ ~7
<br />
<br />
<br />__ _A.
<br />..... . ..... c;:I
<br />..................--
<br />- .....
<br />
<br />"
<br />
<br />/
<br />
<br />~
<br />
<br />1:1
<br />
<br />-. -.--
<br />--~.-.-..
<br />
<br />,l
<br />L 2'd' ~RlZ.
<br />BRACING
<br />, 4'-0 DC
<br />
<br />a')(4' IRAClNG
<br />. 4'-0 IX
<br />
<br />.
<br />.
<br />
<br />a-16~ COMl<<JN
<br />e 16' DC
<br />
<br />~x
<br />
<br />i!!a
<br />
<br />L.. 2"x4' . 4'-0 ac
<br />ATTACHED TO BaTT.
<br />CHaRI) OF' tRUSS
<br />
<br />PRE-CAST LINTEL --1
<br />
<br />1-.1/2' GYP. ID. rA$TE~ED
<br />TO CH~D VI Sd CO\3lER
<br />NAILS I 7' DC OR G....-S4
<br />1 1/2" NAIL . l' QC
<br />
<br />~
<br />
<br />LI
<br />
<br />/
<br />
<br />6G......,r".
<br />RCXlr TRUSS
<br />
<br />......
<br />
<br />SDl?SOH A34 EA.
<br />Slot 280f LOAD
<br />EACH
<br />
<br />A~~
<br />
<br />....".. ..
<br />
<br />~=N=f=<Al- elf:<UCiUr;:Ab NOI=~
<br />
<br />I.' ':'".
<br />
<br />PLANS COMPLY v-.lIT~ SECTION 1~0~ OF THE" U1~I$==k~~\ l' A '. BUILDIN1 CODE
<br />AND ARE SIGNED AND SEALED BY AN ARCHITECT LICENSED IN TI-JE STATE uF
<br />FLORIDA. , ,
<br />DESIGNS BASED ONTHEU't?L', :~vag;.l12~..".,eUlL:.QING CODE', AN!;)" , .
<br />THE STANDARD FOR I-4URRICANE Rl!SISTANT RESIDENTIAL CONSTRUCTION
<br />
<br />n 130 M.PJI
<br />pE~f'rP:9R'~ i
<br />SECOND GUST
<br />
<br />Ie.
<br />
<br />1~,
<br />
<br />20.
<br />
<br />,.". ;
<br />
<br />o 120 M.P'.I--I'
<br />0123 ,M,P,~
<br />
<br />o 110 M.P.~
<br />
<br />~
<br />
<br />'... . "
<br />
<br />. '
<br />
<br />DESiG'N WIND LOAD
<br />
<br />"'.', :I"
<br />
<br />21.
<br />
<br />",(
<br />
<br />> '
<br />
<br />t. Concrete shall have a mInimum compressive strength of 3000 psi @ 2e days.
<br />2. Steel, reinforcement l)hall have l'Y1inimlil'Y1 yield ~tren~th of 40,000 psi, in
<br />accordance with A5TM A-61.S
<br />3, Concrete masonry units shall. be hollow load bearing in accorda(lce to ASTM C~O
<br />or CI45 I~OO psi minimum. ' '
<br />4. Grout, shall have 3/811 max. agl(lregate B-II in slump 20~ t2~Oor ASTM C47~.
<br />S. Mortar shall have 'be t.ype M or 5 in conformance ~5T .'
<br />~. The outer Foundation bars shall be continuous aroun c9rners using corner" bars
<br />or by bending the bar. ' "... .' ii' " , In both
<br />cases the minimum bar lop sholl be 2SI. LIkewise the bond beam reinforcement
<br />sholl be continuos around 011 corners,
<br />7. Attach plywood sheathing to supporting trusses or other framin<a with common
<br />nails as folloUJs:.
<br />a) 411 o.c. along, ends of plywood panels.
<br />b) GU o.c. along intermediate supports of plywood panels.
<br />
<br />e. Provide 4'1 x 4\1 cleanest for all concrete filled cells.
<br />q. All structural walls to be # 2 Southern Yellow Pine @ 1611 o.C,
<br />10. All girders shall have a minimum of 3-2><4 studs placed directly under the
<br />~irder and double plates.
<br />11. Pre-manufactured roof trUgS8S to be desiQned in accordance with the last test
<br />TPI design req,uirements. The truss manufactured is responsible to furnish all
<br />reaction loads for dead loads, live load~ and wind loads. Manuracturer to submit
<br />truss layout ar'1d details signed and by t"torlda register En<aineer,
<br />12. Garage door, windows, and other exterior doors shall withstand the specified
<br />wind velocity, Doo....s and windows manufacturers shall submit data specifying
<br />recwired capacities, These elements sha\! comply with SBe wind load reqJJirements.
<br />13. All exterior concrete block walls are designed as shear walls or shear wall
<br />segments with Dur-a~wall reinforcement every other block os per the
<br />,recwirements of the National Concrete Ma50nry Institute,
<br />14. All openin~s ereater than ~ feet to have 1#5 rod on each side of openinq and
<br />fitted with grout, Openings grater than 12 feet to have 2#6 rods on each side
<br />of opening.
<br />IS. Contractor to verify all dimensions and conditions in the Filled.
<br />I~. Any changes to sealed drawines must be approved by the Consulting Engineer
<br />or Architect,
<br />11, A foundation survey shall be performed and a copy of the 5vrvey shall be on
<br />the site for the building inspectors use. Or, all property markers shall be
<br />exposed and a strln<a stretched from marker to marker to verify req,uires setbacks.
<br />
<br />22.
<br />
<br />23.
<br />
<br />24.
<br />
<br />25.
<br />
<br />2')(4' YD,
<br />IlK'G. I
<br />END Dr ClG,
<br />D~RAGM
<br />
<br />2(,.
<br />
<br />27.
<br />
<br />28,
<br />
<br />~-lfd CCMMIJ
<br />'-.. r' ~-a. 16' IX
<br />~ ,~ IJ-o .
<br />t!!l
<br />
<br />2'L
<br />
<br />30.
<br />31.
<br />
<br />32.
<br />
<br />~A6~E END ~y~e,UM eOAF<D OIAF'H~Au=M.
<br />
<br />, .
<br />
<br />. .
<br />
<br />~
<br />
<br />.... - "'"
<br />
<br />I '1\
<br />
<br />I
<br />
<br />\
<br />
<br />. )
<br />
<br />'- --'"
<br />
<br />1 /2" PL YWD.
<br />GABLE END
<br />
<br />/
<br />
<br />-
<br />v ......
<br />
<br />/
<br />\
<br />
<br />1\
<br />)
<br />'J
<br />
<br />r-..... ,~
<br />-
<br />
<br />2-2"x4U r01= FI..ATS
<br />2 "x4" ~TUOe fJ 1&" 00
<br />
<br />ed COMMON
<br />NAIL.~ ~ \2" 00
<br />It\lTE~MEOIAiE
<br />
<br />
<br />~a COMMON I
<br />NAIL.e, G 4,'100
<br />A~OUNO 1:001-
<br />2 "",4 ,. f=)T \
<br />eOTT. 1=1..~T~
<br />
<br />~ ~\
<br />
<br />~
<br />
<br />,/
<br />
<br />3/8"
<br />
<br />..
<br />33.
<br />
<br />NOTE: ~A~OeOA,:ac> I.AP ~IC>ING
<br />OVE~ &HSBTING NAI1..ING eHAL.1..
<br />as I(t)d GAJ,.Y. WITH MIN. eHANk: CIA,
<br />OFl c2).~~'a INc.+4 ANt:> ,1~ MIN. HEAt:>
<br />orA. Of: (2),24~ INCl-l &T AGGAfliaO
<br />'9 lE>" 00 '$ TOf=l . eOTi.
<br />
<br />E@
<br />GAP tAATEP.lAL8
<br />OORPOAA11ON
<br />
<br />~i\
<br />
<br />~' ~
<br />FASTENING DETAIL
<br />
<br />-
<br />
<br />uJOOO 6L.OCKINa,
<br />oQ 4&" 00
<br />FI..OOR JOI~'T
<br />
<br />I~d COMMON
<br />NAIL.& 6 12" 00
<br />INTE~MEOIATS
<br />
<br />~
<br />~\
<br />
<br />~l~d COMMON/'
<br />NAIl..~ Q 4" 00
<br />AF=<OUNO EOGS-
<br />\
<br />~ ~.\-
<br />.q-
<br />" '
<br />(")
<br />
<br />l3/8"
<br />
<br />I
<br />
<br />)
<br />
<br />~
<br />
<br />DETAIL
<br />
<br />3/4"
<br />FLOOR
<br />
<br />PL YWD. F ASTEN1NG
<br />DIAP~~RAGM
<br />
<br />3 /4"
<br />I
<br />Fl_OOR
<br />
<br />1/2"
<br />RO()F
<br />
<br />SOVEREIGN
<br />
<br />SHINOLI1J!f
<br />
<br />.. ._--_._._.~. ., -. -- -----....-...-.--..---.. . -
<br />
<br />____ ___._._. ,,___ __.......__ .._._.~_~........._--'-_.~__.__'__u__..__.~___.__ _.,._
<br />
<br />34.
<br />
<br />All ,Plumbingl E.lectrical and Mechanical rou~hens must be complete inspected ar'id
<br />t:Jpprov~ ~f'orer~stln~ the trc:rt'ltnQ Inspection. reG IOS.(, ,
<br />~ pern:anent 5iQn which identifies the termite treatment provider and need for re-
<br />InspectIon and tr"eatment contract renewal shall be provided, The sign shall be
<br />posted near the water heater or electrical panel. FBC 104,2.G
<br />Condensate and roof down spouts shall discharge at least 1/-0" away from building
<br />side. walls. Fee 1503.4.4
<br />
<br />Irrigation/sprinkler system including all riser and spray heads shall not be installed
<br />within II-Oil of the building side walls. FBC 1503.4.4
<br />
<br />To provide inspection for termite infestation, between wall coverin~ and final earth
<br />~,..ade shall not be less than ~ inches.
<br />E)(ception: Paint or decorative cementitious finish less than s/e" thick adhered
<br />directly to the foundation wall. FBe 1.403.1.G
<br />Initial treatment shall be done after all excavation and backfield is com"'lete. FOC lel~ I I
<br />FBC lel~,1.1 I"" I-J . .
<br />
<br />Soil disturbed after the initial treatment shall be retreated including spaces boxed or
<br />formed, F6e 181(',1.2
<br />
<br />Boxed a~eas il"'l concrete floors for subseOJJent installation of trapsl etc., shall be
<br />made With permanent metal or plastic f~rms. Permanent forms must be a size
<br />and depth that will ellminate the disturbance of soil after the initial treatment,
<br />F6e 181(,.1.3 '
<br />
<br />Mini~um G mil vapor retarded must be installed to protect against rainful1 dilution.
<br />If ralnfaU occur$ before vapor retarded placement pretreatment is reqvired.
<br />F8C 181(,.1.4 1
<br />
<br />Concrete over pour and mortar along the foundation perimeter must be removed
<br />before exterior eoil treatment, FBC lel~,I.S
<br />
<br />Soil treatment must be applied under a\l exterior concrete or grade within 1'-0'
<br />Qf the structure sidewalls. FBC lel~,I.~
<br />
<br />~n e~terior vertical chemical barrier must. be installed after construction' is' cQmplete
<br />Includln<a lar;dscaping and irrigation. Any soil disturbed after the vertical
<br />barrier is applied, shall be retreated. FBe leI6.1.~
<br />
<br />All building ore re~ired to have pre-construction treatment, FBC 181G.1.7
<br />A certificate do compliance must be issued to the building department by a Itcensed
<br />peat con~rol company before a certificate of occupancy will be issued, the certificate
<br />of compllan?e shall state:IlThe 8uildin~ has received a complete treatment for
<br />the preventIon of subterranean termItes. The treatment is in accordance with
<br />the rules and laws of the Florida Department or Agriculture and Consumer Services II
<br />FBC 181G.1.7 .
<br />
<br />After all works is completedl loose wood and fill must be removed from below
<br />and within 1/,-011 of the building. This includes all grades stakes tub trap boxes
<br />forms, shoring or other cellulose containing materlQ!. FBC 2303.1.3 I
<br />No wood, vegetation, stumps, cardboard, trash etc. shatl be buried within lS'-Oil
<br />of any buitdin9 or proposed building. FBe 2303.1.4 '
<br />
<br />Provrdo AFCl11s (Glf"c-f'ault circuit Interrupters (0 all dL.UOllir,g unit bedrooms pel'" NEC artlclo 210-12.
<br />
<br />, 51RUC'11.JRf\J, t7e5ftiN C~-reRIA
<br />, ( f'ER 2M fLOl1tIOA etJlLOING COO! (Fee)
<br />~~~ . ,
<br />Y!lOCrrr ___________________~-----_____' ,l~ .-.I.
<br />1~A>>;e FACT " ----; nMi
<br />OR______________________ "" .L
<br />eulL' ' -..,.------------- W
<br />. DiIlGa CATE<iORr _____"_____________"_"____ .."j,
<br />I.UIt-O f: "' '--------------- ~
<br />
<br />,XFO$URE ~-..._..._____c._____________... . e
<br />
<br />~$ ~ CLAPD~ DE$r.i:l11W FmQ!&.i eF.!-TAeLES-ai ~&-';ke --
<br />
<br />~Ll~ LOAP ------------------------- . ~o PeF;
<br />
<br />~ DEAD LOAO_______________________ ----------... ,,'pep:
<br />
<br />AllIC LIVE LOAO _______________________:------------- l1!. ~
<br />flOOR ' ---.---------- ,;;> r...-
<br />1.1Y1! lOAD ________________________' ..""~...
<br />~. -------~-----~nK
<br />. 00Ft DEAD LOAD (\LlOOO) -----..;--------------____:..._____~i~ per
<br />FtOOFt PEAP LOAD (~J _______________________________~ ~
<br />
<br />~~ (AT 2& DAY6J_______________________________ ~ PSI
<br />
<br />~~l~ Blf!L. .-------______....,._________. A$TH A61S GRACE U
<br />HINIMJ1 LAP FOR No. 4 ~ . 2~~
<br />, No. 1; eARS II ~&II
<br />Nc.b e~. 3011
<br />No. 1 e~ · ~~II
<br />6TRJcl1JRAL 6lfEI. ~---------------____________..._____ AOTl1 A.~
<br />
<br />
<br />
<br />LIJ1eER HlNlI1J1 Fb' -----------------__________________ ~ F&l
<br />UflE CMINll1t1J ocm~ PIN! No~ ~ ~ FfIt-~ Nol '
<br />~ ALl.' 6TRJCT\M& LOAD ~ OR E><POeeP TO \LIlND
<br />
<br />'$OIL ~ FRE~ (A$$t'!DJ ---_________..."""'I~ $E! FCWOATIa4 ~
<br />TO eE fiELD VfRlFjEo. ~.TO PLAC~ a: FCQlNaFE~
<br />OR ~TC FOIJRt. N(lTfFY D!$IGNER ~tAta Y JfeOlL FAllS'TO
<br />t1EEl' ~~&.
<br />
<br />~~MW.D!~ ~L ee IN COMPLIANCE WITH CHAPTlR ~ Cf 2~1 Fee
<br />
<br />, '
<br />
<br />All~~~ e! IN ACCOF!P.Al-U UJlT~ M: i~1 Fee >>0 LOCAl ~&
<br />ANO~!GULA~ . ..
<br />. . ,'- ,.
<br />
<br />NOTEt
<br />1.), ROOf SYSTEM TO BE A PRE-f"AB AND ENGINEERED TRUSS @ 24'
<br />D,C. ALL TRUSS CONNECTION SHALL MEET THE HURRICANE CODE
<br />AND THE DESIGN SHALL BE SEALED BY A PROrEsstoNAL ~NGINEER.
<br />~.) ALL INTERIOR LOAD BEARING "'ALLS REQUIRED BY THE TRUSS
<br />MANUr. SHOP DRA"'lNG'S SHALL HAVE A MIN, or l'-4'\{)(1'-0
<br />DEEP BELL FOOTING "'/2-*5 CONT, RE-BAR,
<br />
<br />"
<br />,"
<br />
<br />"'-.. ... ,..' .
<br />
<br />~..,-~----
<br />
<br />-.....
<br />
<br />weitl11erMax
<br />
<br />, SHINGLeS
<br />
<br />
<br />S ENTINEI:
<br />
<br />4 Second Couru
<br />~~~ ~nd oonUnue ,.oond OOIJrst and all OV." Il\JmboiN OQumu .. ~ho'lln. Po,ilJon
<br />5' (127mm) :;~; :In~: ~~~~J~~~~~ J:1Ib'n \ln~~ng ehing!es '0 that ther. will 1>8
<br />~~~:~~ ~l~^ e,~v,.eb" F,^SrJ.trJ lIppl!ed nlf-uafin9 ~~~ :~~~~~u~~u~ J2:ne:: For::
<br />.. .. '.. &l\ "$lPGt 00"....,
<br />NOTE: ShIngles may be !sid ~m elll\er
<br />lelt or IiQht flend tIde, Slan.t ol(!\et rakll
<br />edge ....ah shlng!es having &" (152m
<br />trlrnmed from ralCe,
<br />
<br />,
<br />
<br />5 HIp lrtd RIdge
<br />
<br />Vet QAF hrp & lidse 'hln91", or ~ut hip & ridge .hlll~I., &om tI1~. M 8111091<11 all4
<br />apply... shown" POSIUOt\ 'epe away from Pfova!llng WInd drr601ion, '
<br />
<br />c.l ol\l'VJ:' 10 ~,M<I \11:..
<br />\ a' (SCllMl). 1%' ()()~ml
<br />~p"d~Ul1~\t.
<br />(rOll1",lIj~
<br />
<br />
<br />\ / \
<br />.\.; \
<br />..r........
<br />
<br />Co>'~t noko: SONl "p a <l<j.....",.
<br />..w>(fr.\fnl ~~O\.. .\>"ri~
<br />
<br />
<br />/oW( "os ...y"...
<br />Ttpoodor..... ~.vor~""'. 'lr~
<br />'~t'tle.t. .
<br />
<br />
<br />~.-d:... ... -::.~~(:~) .
<br />"" ~... ~.
<br />
<br />$' (lZ'lmm) t;q>OOl/C'
<br />
<br />SHINGLI!1S
<br />
<br />~....." ..~
<br />.'f
<br />
<br />......
<br />
<br />APPLICATION INSTRUCTIONS
<br />
<br />Nole: Th en Ihlngle. must be nailed
<br />II nomInal 6 5/8" (143mm) from
<br />bOttom of ~l\lh9Iee. not In or above
<br />self seal. ,118 shown. Nails lIhovtd
<br />relTlsln une'lq)9sed,
<br />
<br />..'
<br />
<br />..,
<br />
<br />:w {$Hmm}
<br />
<br />~./
<br />TlIIlI alina~s
<br />e' (1Hmm)
<br />
<br />Fhll
<br />C4<1r~
<br />
<br />1- }-I-I 112" (ll$mir,.e_l
<br />~..._......
<br />,a' 0 0
<br />(~L$mml =~~3ntm1
<br />
<br />""~
<br />
<br />~F1.00~ JOI&T
<br />
<br />l~ \I.w. 12.\fl' _ 1,11/2"
<br />r-(~~~a~)' a~~m}
<br />1-1 \Ii' (2~m","U'''"H I- - f-
<br />... ... - ... . ~ ... ...
<br />o 0"- /0
<br />eel/SUI
<br />~
<br />OlIFrOlll
<br />
<br />7 Chlmnty Flaahlng
<br />
<br />112-1" .
<br />11~m<M5mm1
<br />---l I-
<br />... ... -
<br />o 0
<br />
<br />I 101 Ill'
<br />(2$m<1>-3a"""l
<br />-1-
<br />... ... ..
<br />o
<br />
<br />.. - ...
<br />
<br />11%-1.
<br />(13.....21_)
<br />---l f-
<br />- - - .
<br />o 0
<br />
<br />6 Wall Flashing (aloped Roof to Vertical Wall)
<br />
<br />f Sir (1~3"'ml
<br />ow.1
<br />"".-
<br />
<br />Slan~ard NatUng P~ertl. four nan. per Ihlng!&
<br />
<br />-. -ll"'-"al4in~
<br />
<br />&'(1UlMIlM)\
<br />
<br />
<br />j -r- tMoI Fl.lNI\t
<br />I ' (NoP.~\01r.H.....,',0\1o......""fOi~....'9
<br />
<br /><:tl"'~""
<br />NOO\~O<lIIIjl "om! "'an."'. 01
<br />OCil":..,'.ut~ to ~"""Y
<br />'lI!.n4 4_ ...... \:7J N:wHlOtIQdI.'<Q ",....1 b....I\W.;",.
<br />bote ftuhit>9 One pI"'''All Iltt..""" (0( _ _..
<br />l' ~1IlP'_oM"';I\\MtnM!<<.
<br />,... 1""4 ..,"",~ tlll<>;i" r. uiAlsll
<br />~(: ) f&.~ plHI;,.m~
<br />
<br />~';N'" ~ ~~
<br />
<br />~~A,~
<br />~ V~
<br />
<br />SIx NaU Pattem . v,here 'equl~d by Ioeal ~dt
<br />
<br />GENERAL INSTRUCTIONS
<br />. ROOF DICKS: For us. on nlllY 01 reroofing wort< over well,ee8foned eupporled v.wd
<br />dWl. fi9hUY-~$\rvQte~ willi maxiMtlfll &. M2mm) will. lumber. having edtq>nt. ,,-U.l\oht.
<br />Ing espe~'ly end emo~l\ wrfa~. Plywoo4 ~e<;kl~1J as ~"*'~ by n.. EngineerH WlJOd
<br />~n. I. a~~ptable. Plywood dflClr.. for Clau A Inetanalton* m\l8t tit 31&. (tGrnrn) 11Ifd( or
<br />~(et wll~ ~8rfllym8ntt if nole4 t>elow. $1ti1l61el mutt NOT bt rat~ di~ lq fll1\lla.
<br />fi()/\ or lnMal~ de~k unlesl aulhoilz~ h wrlfill9 bt GAP Materle!s CorporaUon. ~~t decb
<br />and exl,"n\} surl'aell'\Q matella! fll\;i8t b. ORV pllor (0 ellpllcallOll fit ehl/lglee.
<br />, UNDERLAVMEfilT: Und$l!lYfI1ent It rtqvlrM on new C'O~ 81l~ r~uile\l for II100ftng
<br />"hen old roof I, r6mOwd ll'Olft tile clsek. VSHnly "brelllt,er tY~.lll1lferfal fib GAF Mlllo~i$ CoIpOOlUOll
<br />Sl\tngle-Mat.' UndellaYlIlenlor 9<!u!valwrt.lSr>derlsymllnls must be IMletrfld lie" wllllout wrln~e.
<br />'FA$tENlERS: Ust of nai:' 'a reoommende4, (Staple specl11eaUClIIt and app1leaGOft lIl8tluo-
<br />Ilona a" aveifatile frOlll <3J.F Maleritie COIpOl'ation. C~lra~or $eNiett Otpt. 1361 Af~. Road
<br />We'Jne. NJ 07470,) Use enl, line c~led eteel or elvmll1uM, 10.12 G8~'. blrtIed clsformad oi
<br />emoolh ohlllnlt IOO1lnQ, naU. wiih headt 31&" (lOmm) \0 711&' (12rMl) In diameter. Futenera
<br />ahould b. 100nO enoogllto pe~n\t at leut ~4' (19rnm) lnIQ WOOd ~e~ or /!Jet \IUOIIgh tht
<br />plywood 4&eb Faslenol'$ mo..8t be drivel1 1Iu6h willi the 8ulfau of \he alIinQte. Over dfjvill9 v.iJ
<br />demag. lbe ,.hlngl.. Ra1se4 (avlIMra WiD '"term. wllh Iht uaHI19 01111, Ihfnglu, F~r nomel
<br />rn$tlIllaffon. f<otlI' fo$\el\Of$ llllJet tie Ir,elall&4 per thlngls. . nominal $ 6;l' (143mm) up from 11\.
<br />bollom 01 Un elll";!.. Faetenert tnV1t be l~elal"d ewroximelely 1'.1 iii' (2$-3&nm) and
<br />111/2' . 1211'2' (2eZ-31Smm) from each ald..
<br />. WiNO R&:$lST ANT: Theae ehing:,a have a .~e~el ihemlel Kalam tIlet nrmty IIond. lI1e
<br />8hl~1I1U tOQIetltet aft~r application \IIfltn lll<J>Qlled 10 8Url aM Wllll'll lel1lpt1elure.. Shln~tet
<br />rll$llllllld In fl,aR or Winter \nay not .~, unUI Ult fol~1l9 9p~, If ehlnQlot Ir. <lamagtd by Wind.
<br />tiefol9 se&!lr1,,, or ara not e~sW to edQ<tuatt C\Illaoe ternptrtlutt1. Of f lht $Gl/~Iant gilt
<br />dirty. II1t shli~~, mat 11Q~ seel. Fallure to 6681 unlHf thete clretlmt\all~lit r<<ullf from 11\.
<br />naMe of Wlf.$l'8linO ahlllQ:as end Is nol . m811ufe~rI~g ({efact. To lnatll. fmm&d!alf 8ealill!).
<br />
<br />V
<br />I
<br />
<br />, ~~lt~O:~?~C
<br />V INTS~MsorATS
<br />
<br />
<br />
<br />..-let/a COMMON!
<br />NAIL.& Q 6,1. 00
<br />AFaOUNO EO~S_
<br />
<br />I"-
<br />
<br />-
<br />
<br />........... '
<br />1\
<br />J
<br />
<br />\
<br />
<br />J
<br />V
<br />
<br />"'-
<br />
<br />-""
<br />
<br />_ WOOO SI..OC!c:ING
<br />G 4&" 00
<br />
<br />3/S"
<br />
<br />~ \,\-
<br />" ~ '
<br />(")
<br />
<br />PL YWD. FASTENING DETAIL
<br />DIAPHRAGM
<br />
<br />eflllY 2 querter'sfted dab. 01 IIhinglo tab edh&slvt on \ho back of "ell tab approximatety
<br />1 (l!5mm) 110M eMaIld1"(25mm)up(romboI!OI1Iofea<lh\ebcomO/..Th. ;hln~le mutt ~
<br />pressed firmly Into \lle BclhllsJV8.
<br />NOTe: ~pplfea1!O" of &XQeU lab adheelvt (;an clu.e bllet&rllIg c:.f the ehillgle,
<br />FOl' ,ra-'llI(I(ll VM~ ~falan~ along rskM, cemtnl ehlnQle. '0 un<1llt1~lI1ent snd eech o1her fn
<br />. 4 (10~lr\m) w,dlh of esp/1 BII ptWlc r001 temGrlI.
<br />~~~e; The iI1ni IWpe 011 1II. baclc of *" .hfng:, ert !o ~..,nt ,nQdnQ le>gilU1er 01 1t18 .hJ"~84
<br />....,,,, &t the bundle. Thalr removal It NOT rtqLllled dunng application
<br />, CANADIAN COlD Wl!ATH1R APPUCA'T1<lN8; <;SA " 123.&.t.l90 meM'ot&$ IIlat $hlilo
<br />01" ~plled ~tweell S&ptembe1 1 end April 3~ sl1el tie tdhe~ I'dlh . oomP4~~le flil!Jf.ePPi:~
<br />tdh6$lve, Set Win~ Reslstant for G;';' Mateller. CorpQla~Ol1" r~mmendBtion. IQt lIle .ppR.
<br />cation of lIlat edheslve.
<br />2 ~A(N'ARO AND STEEP SLOPE A,.PlICATlONS: For ro<< 'Iopee greeter than
<br />1 17S0JMlifnI per fool (dO NOT un 011 \'8t11cal ,lIle Walle). tlWgle $u,ng must ~$
<br />enl\anoM by hand ..dng, Afterfs.3lenltlg lIl. 1hlnglt III 1Jle~, applt 2 qI18rtor~rzW deb$ of
<br />:hrlllltetntllb sdh6$~ 8$ lndloa1ed III 'Mnd Rearlll\nt allove, T~. shlng!u must be pr&$ud
<br />"1Tll1y, to lh. 001\"1\'&.
<br />, EXP08UItI!: 6- /127mml
<br />, THROUGHVOOIUTION: All root a:l\ICluret m~tl be Pro-tid~ wUlllhlouQh '>'enlllat~
<br />~ ~ltVent en~Pn$lIt of rnolelllrt laden arr tishtl\d loci ,hwlng. VenUlallCII prOvlslone must
<br />ut l1leet Of eXOhd c:Ilnont f1,HA. H,U,D. or local c>>dt mInImum ~qulremente.
<br />· NOnN~ORROl)lNCU,tETA"O~'EOGES: R~m.M.d elo^9 rt1l9 .nd "Ve od9"
<br />Oil a deck$, Gllleclarty plJ'lllOod docl<$.
<br />. ASPHAl.T P,",""C CEMEI<ff: For UI4I ill ,11InQ~ tllb '~h+alvo M~.t wn(orm l() A$n.t
<br />D4S8e Type I Of ", .
<br />
<br />r., ~~~:''t1J:t'!9f
<br />~?-, ~~~~'.\1h~)
<br />. L;~:<l.y
<br />~~r'a'Jl~I!. ~:~~ij.~al~~
<br />Ct.lor2<l"(~m) pI'f\I.~_1 '-=-' J !~~n~cl..iYi:""
<br />\I<'4t_n~ ~ C~!.<'i~'" ~;.f:nlw.iI'~t.,
<br />~~~~~t · If' '~"'hI ~?I,,~:'t"1'1 ",.~.~l,wa
<br />(;;~~~:;:g~t':'!., .L..r-- .. 1 tl1O\m
<br />"r"r"~"rl r..~...".." 5!J~,:kt
<br />, \ 1 \ I I IrT-!::J I '7 ~1t..~~~1~~)
<br />I \ \ \ I 11 7rs5- SIlls.lQ"II~(10n\1<\n)
<br />PI< re<< 1_"1&'1<'. '
<br />-
<br />-- 1'-'-'
<br />
<br />- Ill--=::::::
<br />
<br />--- ~~;~~~~~~~I
<br />
<br />~ Rc<<''''iCtlT,.nl
<br />S/lrns:.
<br />~-RooIe,.tc
<br />
<br />I
<br />
<br />.:h...- ..
<br />
<br />i 8 Valley construction. CIOltd or Woven Valley
<br />
<br />9 Valley COl1stt'Jctfon,Open Cut
<br />
<br />II!::;
<br />
<br />~~~!'~ IA-~d'.'l'l ,.~. rot Vl!C'I' :J'f.olIn.. No r.....".,. ,Clllo" (142m",) err ",.\t1f,n.
<br />O. $iOiii\3t.!'f: ... -) E:<\!a IUloJn., In
<br />~kEft!\ttt;r:,(IlliMir--J- "- tn<IollNnslt
<br />Nlltl:f:I:~ :.y, . /2
<br />
<br />I^" :fi< :rIt'li '~Haho~l
<br />,..,~~. / llf~n4""r",lll(iljno
<br />~~~r.:~ V".~
<br />......~. ~1I.j....
<br />. J..... -, ..
<br />
<br />
<br />~
<br />
<br />~~
<br />~^IITI~,IlOM\~ ' .'-
<br />., . ow .~~r~~,ifbi'urr~
<br />
<br />/
<br />
<br />1 Underta)'ment: Standard Sfo(H-4112 (U$mmfm) or more
<br />ApptloaUell ~ IIndttlt)'1\\ent: CovO/' deck With on. r~er of u/llltllaym6n\ IMla~td wi1l101lt
<br />wrinkle.s. \Jet ()nI~ enoU9h nan'lo hold und8r1a~mwt In plaC4 UllllJ cevered bY ahlngles.
<br />Allpllul!on of "ve fl"hlng: Inllall &ave llt$htng ~cll II GAP MBl&IISit ~lpOI1lfion W~.r
<br />Watch' or S1OtmGttalO' Luk 8amar In loear.Ue.s wlla!e (ea!l$ may'M caU$ed by water beddng
<br />up behind let or claMe dems. Ellvt flashinG mU$t ovemeng Ih. roat edGt by 31~' (1Ornm) an4
<br />extGIId 24" (81Cmtn) beyond 1M Ineid. waillln..
<br />
<br />1 a Uncferlayment: Low Slope 2/12-4112 (16Tmm.333mmlm)
<br />A"pll~t1en ohndif1tyment and flnt fllthl".: C1irnplotely ~ llie dOCk with tovo
<br />ray~ of utlllerl&yll'.ellt at $hQwn, lke only enO\/gll nallt to hold tmderleYl11ent In
<br />pfa~ untll covered by ahlnll\&s. Vat blind nanIno tot UV& <<UhinQs. At eev.. and '/IfIere lot
<br />dl/l'>8 can be ~ed. us. one 'a~et ot GAF Material. Corp;n6on Wull1ar Walth' Of
<br />Slorm<3uert L&8k Bem&!, Eavt ~a6l11no must ClYedien9 ll\e roof 04~. by 31&' (10Illm) Ilnd
<br />olderld 24 (810mi'll) ~yond the lrtskfe wen hot. '''''here let dam. or debits d4ma lite not"
<br />e~llected.lnsleI12 piles of Shlngle-Mete' uMarfaym~nt. .
<br />
<br />p~I!-PAe ROOP.
<br />TRUee&& $ 24" 00
<br />
<br />"(102"'ml~
<br />\a' 9O$mlnl
<br />Mir,imwtn SlQ,;.'t.
<br />For 1<11\", ~....., ... e.~ II.
<br />
<br />ed COMMON
<br />/""NAIL.e e 12" :OC
<br />INTSPlCMIOIATa
<br />
<br />I
<br />AJI oht.... .,.... ,'I"",",)
<br />-..i<.$li~"
<br />\tI\~'(4"",nl
<br />
<br />......
<br />
<br />.' (102_1 End L.~
<br />~~ ~"""P<ll.n<!~
<br />V'" -...toJ"''',.:.lfri,~
<br />
<br />r
<br />AI..., ,"\00,":'00
<br />4ri,.da'on(~
<br />o/u"........,.)1r..'"
<br />
<br />v
<br />
<br />~I\ ;
<br />
<br />S:<rt ~ .iI/I'''fJo:Un4
<br />r~llli\~t4:,-.cf~1t
<br />
<br />.2 Stal1er Cour..
<br />Use of any GA" Me 3'(alI Shingle /e r~<>omm&nd~, Appl~ a8 ~own,
<br />
<br />3 First Course
<br />
<br />$tart on4 ~!ltlU& wM /WI .hln~~. 1114 ~<Wl with 11'.. _tartar oourae. Shl"llle$ ms~ te
<br />ftl~ M loft to right Of rlQht 10 {olt. 00 NOT lay tblnfOS tlralgbt up 111. roof slnco WI
<br />proC$clure Can ea\ls. an filcolTeet ~lor bfeM on IfIt rOOf and mey clamage IhOl shingle'.
<br />
<br />...........
<br />
<br />"c:l COMMON I
<br />NAIL.S oQ ,~tl'~O
<br />Ar:!OUNOElOGEI-
<br />
<br />NO/KlllrO/l"l
<br />Mr.al c.~ E4Qe
<br />FO(,"'.imu"'wt\4.....~ "\
<br />a!.,..ctJo".....Oit""tl.t~. ~ ~.....~.:
<br />10 Ul\O.!\&"untt,4 "t~ ~J."""".....:::'
<br />01".."'... (101n\m)_ _ "I'"(l~~"",,'
<br />oI..plo.. P'..... >001 "'""" , ~.-<:'
<br />\~ ~
<br />Trlrnr(1t2.mm"W
<br />to 7' (\l8<!Iml
<br />""...".'"
<br />hrollli'$'s
<br />
<br />/
<br />I
<br />\
<br />
<br />\
<br />
<br />)
<br />V
<br />
<br />..
<br />
<br />"'- -""
<br />
<br />PL YWD,
<br />SHEAR
<br />
<br />FASTENING
<br />
<br />DET AIL
<br />
<br />,
<br />
<br />
<br />~, ~~
<br />
<br />"M'
<br />
<br />/
<br />
<br />3/SU
<br />
<br />FL YUJOOO o~eA T~ !NC;
<br />
<br />==
<br />
<br />NAI.~INC; &C~eDUL5
<br />
<br />-
<br />
<br />OIQl
<br />
<br />\.V.d'\tlW.td\'
<br />Of StormO.....,'
<br />Luk Gem.,
<br />
<br />Lc...~.
<br />(a1Il1m\01~1~; ~
<br />U' <34$ft<m)
<br />
<br />~-
<br />
<br />1J...ct.:..... W.,d\.
<br />Of Slwtt<<:lIoar4'
<br />l.u S tI1'....
<br />
<br />: 10 Valley Co:1atrttetlOl\-Closed Cut
<br />
<br />24 X 36 PRINTED ON NO.1 OOOH CLEARFR1NT&>
<br />
<br />Prec.utlonerj Notes
<br />The,e ehln;l" 'ro nhrglU', nlf.Mall"1l aapll.ll ehlngl". 8eeallle of Iho "slural ~h,,,,e(er!ttl
<br />of!!,. hlgh quealy walorp,~nl1t mlterlal U$M, lhese shfng," \\tll bt IIJIf rn <<lId W&llt'1er e;
<br />nelClble In hot woelher, ' 1 ~
<br />1. Bundi.. lh<lukl Mt be drowod on edgo 1101 Gtl~ld llIIompt ~ m.~ 10 ~araie s/1'n I b
<br />.breaklng' over ridge 01 other bundles, ' '9"1>> y
<br />2. Handl. ctrorul!y, Shlnglu can easily ~ bloken In ~old Woelhot 01 1h31r oA~6s d"me^ed '
<br />hot maUlet, "'11 . . In
<br />3. All ellposw matortera must be r;rl Cfe" A Iyllo.
<br />4. Slo!l9t mou~ be 11l1l cove~d. ventil~:e4 er"1lIIlJdmum lemperalut9 110'P (4)'0) StOle
<br />01'1 nat 8urlaea end u8t weIght ~uslllallon boar4. It Pllltelt or. 10 l1e double ole ~O<I
<br />Shlnelu mUst W ptIl\t<:Ied (Ill", woe\flor WheII &lored allob .a., 00 not sl.or. nUl s1aon1
<br />pIpet. racll<ltort, ~l~,. or In eunllQht At! roII&~ P, rodud rnust be 8~~ on &n<lt
<br />s. It ehlnQlu elO !Q be ellplrfld dunng PROLONGED COtD periOd. OT In erm v.t.er. lito
<br />dual 01 und can be exp~ ~oro uenng o<<IJrt. ~. ~hingret MU$T be hand HI':1l Smo
<br />Wind Rulslant Il1atrue110I'te, ' o.
<br />
<br />-I~.~
<br />
<br />~ ~~,~
<br />I ~~~ {.~"'"
<br />,ljitl'......"."'.(81."''''1 '~~1~'1 '"
<br />l\4de ,~~.. .?~ . U, molt
<br />u~f..,<MIlI ~ ~ ~' . I'- (463n<m)
<br />Flm.~"''" ~ ~proY'<.
<br />40\lb;t "",'41"at.
<br />3i"(1Cm"')~0\.~ ~ E"".OrlI~.
<br />
<br />CooIitt I\.ll.....(~ '011 V'~<f)'~nr,rfj.. !~'I!!i!'::'. iii
<br />:~~<Ir' .- -~_ ...01"';;;'
<br />l.o(~!'"lQr(e'(1~ ~ -l r.O(i\~~.~,
<br />.n4~..)I~~t:r.y, I ~ "'"
<br />
<br />- I/.;<T . fo1~~ W M.~!'
<br />I . ~~.. 71 ~\;a~iY~r.Ar...
<br />catl"f\1.ndtt1t.J1TientVij~ ~
<br />1:.o~,41lty -... .'~ ri, 2=~/l'.or't1
<br />.... .' ~..,." . ~Of"'..,1
<br />
<br />.i# . ~ 7'" .. -..
<br />. -. ..
<br />
<br />~,,!I1~(~P.l\44,.
<br />41W'm,,. Q~ l.Q'OII
<br />~ ~ ...nay1a ~O&IM1,m;,;"",m
<br />
<br />
<br />
<br />
<br />~;;~
<br />
<br />Re.Rooftog
<br />II old A$p/lal\ ahlnlltS$ ete to remain In ptaea, nail dOW1 Ot out away aU !o<.'So corlod ~ Ii!: d
<br />thlng',e: replae. wlth ne'lf.,' and J~,tt before llplll~lng the Mil roo"nlJ. SWUIl t/la tUrle~ c!'M oi~n
<br />Io~ debrlt',Slnco ~y.llreguleroU$$ m8~ show through the new thing!". be ~re lhe uncltrf~lolJ
<br />,h~tee p~v,de . emoolh suffe~. Faslen" mOet be ot auftlc1&f1t tengtlt 10 penettale l!1e cod
<br />deck atlijut 3/4" (1eltlm) or loet throllQ" ptVWoo4, ~ow ether a~veIMlrvcllo/l. r'lf epPllcetto
<br />NOTe: Shr~g:&s <;ell be applied ov&t ~ood shfll9l&t v.f1G1l pltl:l!ulion. hive been lllk~ (0 pr~:
<br />'old. en a<<tpleb,. emOolll $urfaee. Th,. lno:ltid&$ C\J11inO hue old .hirt$l" at 0&\1&$ lilId rsku
<br />end Inl~lllng MW woo~ ed~lng fIIljlS at "e~o~, Me~t lllJrf.tt 8mOQ\Ii eM :,88 bevele~ wood
<br />s(np, It ne~8sary, Install #30 ondellsyment to molnlat" ClefS A rating,
<br />;h!$ plOduells $oI~ willl.n e~," LIMITED WAAAANTY Ol1l)o, A 1;<)1"/ of th lIMlTEO WAAAANTY .tan IllJ
<br />- and rt$1ri~nt rl pd~l.~ on !h." ptQdllCl ~~ Of may be oi!!alno4 ~Ort\ \1\6 4l$lttbuWt cf rtl1s ~, ~
<br />d/ree1l, from GAl Malone,. CQrp'ora~on. Any d6'/lallon flom prlnlad inM/(;frQl1. ehall be 1116 re$pOnaibl"'" Qf
<br />eppllcstor an<llot $P\lclltef, "'. ,
<br />
<br />l,. R.... _mo.,
<br />l' (61""'i $;'- L"
<br />
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<br />
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<br />l'la'" oll~'t il....l'O"'m)
<br />0\'0".... aM 11M ..,..
<br />Is -'41 .'0 0<%'
<br />,.."" M' o1f dltMl..
<br />.......rl>""'"',"'...~
<br />"4.,.a..\lI>I\ft,~'lo..'
<br />tlGMl\01U2<nnl)MU\.
<br />
<br />Un.!'~'I""1Il
<br />
<br />~1hin~.
<br />"0\0 ~1/'..tb.1
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<br />$,"_'"
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<br />$1.e<til.'1f<xlu,," Il'illl~.~. p:.",,~
<br />$,6' (1 Omnl...... .... e ""~ ,... ~O"
<br />lo~oNH':; tdis
<br />
<br />REVISIONS
<br />
<br />rJl
<br />~
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<br />~
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<br />
<br />
<br />
<br />-~--------~--l
<br />
<br />
<br />SEAL
<br />
<br />Date
<br />
<br />Scale
<br />
<br />Drawn
<br />
<br />Job
<br />
<br />Sheet D
<br />
<br />\
<br />
<br />Of Sheets
<br />
<br />
<br />/
<br />/ -"'....
<br />
|