|
�iI�YIYiYYiI
<br />NAN YA PLASTICS CORP.
<br />0
<br />r PLASTPRO INC.
<br />9 PEACH TREE HILL ROAD 3 `
<br />LIVINGST N NEW JERSEY 07039
<br />FRAME IDTH-
<br />3%.50"NAX.
<br />t
<br />1�. r i
<br />Ml3nderlaytiient. Standard Slope-4/1F (333mmim) 6r moYe l� Underisytnent Low Slope if -4.112 i6imm-339Ta;rtJmi "1 a 6 V
<br />Application of under)aymeq Cover deck wth one hayerof undarlaymand Installed v6tfunit Appiigadap bf gdQEdapmegt and have Oa;tiin0. orllplBiety goner the deck faith itto { g .
<br />�°
<br />1;F tyTmklas. 11s my erica ii naps in hold vndedaymee d lit ace,uilbf.cgvered. b shingles; layers of a MedavmanYas stlaim. rise only Enqugh nails to fi }Id underlay i eat in { ace
<br />P rati DISTINCTION SERIES +' atpplii" Ian o mile rd" Le k Basra¢ eavg ilit!L4 such ea s Materials ad by pn We$thar umil epvered.6yslnngles. UsE b)md nallla iu[,e. , flasin firs. Ae ¢ayes and rSholi: Gbatms a
<br />F Wall Rlasltin (Sio ed RooftoVerticdl Wal! Ghtrnn Flashing s y
<br />„ ! Ylrttcfi, qr Storn16uRrd Leak Barrier In IDahtles:where Teaks may be;t aused by water t ackrngg hG gXpaDlBd,.Us9 pro layftr Oi GAS Materials Cpfppragpn WBatherWatrl> oTStgrmOuard Leak g p } eY 5 OPAQUE
<br />/y
<br />up behuid Ice or:debiis dams• Eaua flushing most overhang the Foot :edgy by 318' (1(Imin 112 Barrid. have .tla8titng must overhang fire turf ed e bv' 0i8 10hoil) and extena.74' Gipilinl) � � V PA V E FIBERGLASS �y /� �yR Z
<br />';f :• e4isid94" G10mm bC dndNlelnsidewallfirm �. warm DOOR
<br />{ ) Y 11Bygrlli t{re lnstde wa1111iIC. Where ice darns or de is ifafns are out expected. install lilies ,),ImJ '.f 'slariq. lugneae« I N
<br />Shlgglehlated9rldatiayfnent. " ^g aw a INSWINGOUTSWtNG °
<br />t
<br />. ,,AV d• 111ipn11n} E>ri'. ass ta,� hrlq .L.; _ - y� _
<br />�,,.• t.mt•dtniln .... "Pia 'n Mwd eau::,ai z
<br />Vtcathar:Waip,. S'iia7nunji.#n. { npmsn,i rfapoS�gH:Mn z�rTaas.
<br />.. WVittt4t=r Wa - , OLU
<br />am,a C� f1A Ile mum GaP ,... .. f e 5ta•mf3ga'd'' (.inrtq io i(Et2fin n} ... .d'" Di'$b mGrn.. ., . p . n;ae.
<br />F,r iaw4ralopes:z2 nor is ,� -� -Leak Barre+. '1P" t)a,un •,.: „,gr'.N^_,nan, C N
<br />O % 1
<br />GENERALNOTES ��Q ■+/ N
<br />�. - 3a b � �/` 1n tfyYlr; notrove: Geai siia?rl�l "tip -.- F - i=j � ,rZ ZQw (�
<br />' All shee45 ale 36" i914mm. -
<br />n : adrvn T a3FL ma'" .¢ Y 1 I. This product has been evo uated and is in compliance with the 21y37 Z lYi M
<br />A. shy+ e lddt - r _ ) re Add
<br />36', (It4a"t - f i,11
<br />Fb'do Building COce (FBC) shuctural requirements excludng the Q
<br />a• (st„ea} s,dn Lap Nam; yte,Nafw .,: �` . - k dtwxys,. - I ,a niwbir$i Aw Iv Nee ia "fth velocity Hurricane Zone" (HVHZi. Z $
<br />:. �-' �..... dtgetktme`i1. to fde3,dfnl ' <. < tZ�
<br />;.
<br />4' (t02m;n} Era Lapp- .. 1a Pt': Ate.. -� n • O D
<br />M
<br />Rglid:dap odHe� -! RmfinH f:Fliietd paced as 511bwn on deals. x k � � a � W w t. anlaaag3, c. ?odudoncho shoSaiinledands
<br />r Alor:gHk9,Piede AlnrgsavesPUlw,derktyvuavn a18"f90rmn}RaWgy&m;snp °i`kv .. y'c
<br />Anchor embedmert'(obase material shall bebeyond wall dres3ing QM SU1
<br />a,ot
<br />or stucco. O
<br />Annou;-... /'''a - _: .. - - .. - - - - _ . - .. 3- When used in areas requfdngvrird borne debrs prefecfwn this 8 $ Z
<br />ncing Fastening �/77p1"t7il '�'/ 77e17 S Q! 1 10 Valley Construction Cldsed Cut �� Valley Goristrueti&n 1�pen Q C
<br />Starter Course First Course V "*--,w.._- tcovering, This product meets s missile level d does not1
<br />productedin are were Sec
<br />requreanimpaatresistonf ■,
<br />AD 2 Apply as shown: Start and. cgUtinue, Ndh 1ull:shNglas lard, fotJayl . ,lhs 8tader course'. ::Sninglas hiag#ie ...:6gnlnNarorsl-.:. .naa�,ti ;a. 'D" anJ inb-ide.5 Wind Zone 4 as defined in TM l996.
<br />_.. Glec„wrlua:uixcraa- andatntl:. _-v.,-x^^-wa,..,...�.a,amwiwalas•-m. _ AS E ■
<br />..:}' 11MBERL
<br />INE: ... ... - laid lr4in latt;aro r hi' r right ht to.lslt, T]p NOj la stile Iess[raI id uP tfla ftipf SlDP9ttd'S a wavdn'tvaHe :. .. , • ;
<br />-.�KJ.,. 2 g ,)' ?9.:...,, g,. ...... ire ars.:dmn : -::. __:: . r
<br />:. $tB,A et e�#t9r tek8 oiid matalrmwm¢ -_,. _... M,+w ... ,.,,,__ -:__" ife'N"t°, ei ran a. N
<br />fb eau ¢'wit cause an inconBetcobr blend en the roof ared ma • dama e'me snir lest. r r se as s r
<br />J 1� SOV-EMG14
<br />fay pi-E+thut a,echort Lu•+saitam ,i p 1 g 19 1>,k�a'a,�t.a*r-\rim, -'�- ;,..-;_::;' t m.',� .r am+ 4. ForN slid framng conshuction, ancrrcArig of-hese units shall be the �;:.` some asthotshown for 2xbickmasonry construction.
<br />.a' v. alg4a g ai"nw5m,q;
<br />SERIES 3-iAB S f �fIlCES h� Try -' �a 'ta` N
<br />ARCHITECTURAL SHINGLES >l�H Ft H - ..--j1'�"^^`:. M�.aaq'Y.t*Ma+t t A5 '19vaM 1E'W-1N _
<br />Al ' V1\ ,U:NkhlaYnad "etdn{Tde„: ale r'aRrrbomu44 '". .,.. nib 1TLla.;aai,
<br />rmaa,aB,caF.gA t :.` = - "� cl ,xa�a„a,:Nal 'ldea°"rit"c,'";r�� - aw59� ` "su•.::�v"°ten 5. site conditions the` collate from the details of this dra•r✓ing require
<br />tddse Wn.%47a17a0'caa^ -.: taerlruaRrea —., .. _ F�-�-- "�.:-"""-'-'i-ti Ar. f
<br />' :. . _ t_ .. , aN,n� ew„•-: •"--- . '�, ...0 raa; •Yl y .,. +a+ar..su4w � Further engineering analysis ay a licensed engineer or registered
<br />N
<br />Fwnw ankntwfrid ra31aia1`a -• r. - ....:- A. I,R� d �4 ._- �� ,nmdi r,�_... _�� :'; otChlecf. /A/� 'la■r
<br />gF ,ndi„a a{ °d,190 PIA shi gie a,a.:ptgmmf.
<br />F k tbh ` W Q Z Io Un:kalat t Loa 9 ch �•.N, j/� °' and Zak rip' ':s \rk a = adJn W.um z a' r T al.Vb at:r�e4 - W
<br />olhdr-lR a LTdm ,)tv am r Pro as at'p. age a,rx ^Kronlf'iroami,n N aY
<br />o', avr11 1 M f r.u' tr .. : 6',p • -' : "�,i Cpn7lms I ap "' ,9' �]r•! 1 /�y/
<br />. � !ad rea wi.jsu r I a' .. . a .• - 4.A,.as i Bi■ri
<br />Tit Probiem.. _ -
<br />snmgl 9^anYaaca TABLE OFCONfENiS Qo
<br />:, _ 6'( 52 1 4 shown h',d.4 71khn(m 4
<br />,a2r„m)-n .a.a saniaafcaw w,e,wrda SHEElR D•ESCRIPi10N
<br />_.., ... .. ...�,ahugta pcaaaE•L:am) srr,ilronm2lsi L Dt4ERALL - C3 j
<br />.:.. .. ct,4oaro#hdlMaaLiad 'm km;rnhr-.emm,.ana 1 T>picalelewlorkdesigrpressures, generd.notesEssLffri:t, .
<br />'C0��.r5 & , w ;A4�. .. r=r•.wanm,daa 2 OaorPanetoetnis $f ii� t ': BrRYd tore 9 5 08 W
<br />'" . 3 Haizontdaesasctom - EJSrSI I:;i ;' .i#JIfYL " }8C,a4Tt.V'E' sake N.T.S.
<br />y Precautionary Ngfes.- Re-Rgoffn .... . - a vetcacro s:ciens nvc By., 07
<br />„n.0 r _. .. • . , I . - _ v :: 1 gi t n: - :. ....... I ubsa di M . II--lfin- INSW .: -
<br />�. Tmbarlir(tl Saric3 shalgfes are t bel)rass,:self seag tg asphalt sillrgles: Because Ht the hahrfal It otd as ha tsh nglea Ira o lem®n l glees, nadAgwn grcutawzy al t i . ep os tig9 +:. B xE ba n LNG 37,50 x 8200 +a$.O 70.0
<br />: of- II- S and home � zkbuckmasonryconstruction cWc as LFS
<br />1application - --' -` :bharachlnshcs:Rf1he1Gah`.UB)I water Pro frnDmatadulused,dese_shl lesIAIIbesoftInGolii g18s;feP�are-vnth'ReIY,a ustGaforeapp fllgthanavFragB sweep the surface.. clean. d. oosq
<br />Most major 5hi Ie mantJfaGtUrel•S lnStnlGtfoilS too .l7(�' )d weather and flexible III hot.009 or, R IC " ulmt nla-Slid(y tiimu ti the dewSh1� 18s +U8 5Gte the-:hrMeilyl s(hngle`s d Fmme crct,oring • IX iwck an nolny.consiruct'on alwina3 r+a.: 1
<br />p... ,. wily 7.: yy
<br />f • Bundles should rottie rim F bd on ad u r s11au - tt 1 be n ode' u taperers hi lest b prbvlde a. muotll slabs; Fas n l$ bn ist br bTs ttGeriffen to eri Uute;lfie Ybbd "decR at least 1 Bpi of mate ds ace ne is OUTSWING 37.50" x E 0.37" +b5-0 d5-0 i i-5t8<. i )
<br />Secmnfi Course, Th Aid tiMni6i: ? fi ..p no ida Bmin t par ng Y p s w : ........ ._ . 8th .:P a mpa
<br />for fastener lacerrrent +� Ti hi t r moth shingles s hr aka u acrid Drot�erhu rites. 3/4.19nor. nnustlhreu h wtuB.Folloty therabovelnstrucbtan ors ttxiipn. t
<br />p Start arid continua ssgot}d coots¢ aSshavn, Trim B {152Tun} from tlFe.end flf ih Tnm.:1T (2-c9mit) f DI T the rat s fg)e n the course then cu Itlnue i fulls iris e. g.. y 9B R (-
<br />_ .1 1.
<br />" ' a ""-' - • - - 2.Handlecaselull-'.Shin does be III enenroldtioatherarthsued es'damz edlnh t otaShm lest a Ned averwglldshin fesw n ie.autlonshflvatGeentaku to ran C -' —
<br />>... shingle.PosnlDniftesbinglesoothesAeondanU3ytsequentcoucsesflrFsbwtthihzuips acrossYueroot 5 p ..:..,,.y 9. e p N ,.,. p, pgp9
<br />'1 • Warran denial for glow -offs -based on fastening atterns- Dt to ,�r a tlald . rt' reSGlts to n " i27mm a r a Ed tfnri`e ai tt oil widthshin lest weather an
<br />accEpta5t8 5rtwoth sptiaea. Thjs tnCludes cutting beer gid shmgies at_$aves and rak8s, and
<br />'< - _ .� p a .rd is ; IS S,(. ) repast r n _ 't _i. _^• `... ' g•. 3. All bsedmaterialsm e. of "st Ili -new an ed in sn sasneed¢$. a, sb rR-smoo[handus�' - eiedwoodstri s- - -
<br />across ihB roof. Slake a ohaik ime ah tut eve G courses tp cheek a1161 ah nmem with A P; ._,_,. vale b.,, o .,1, Class A type........... Install,
<br />a 09 .rid g
<br />even when the real roblem is material defect! - ,{ '� - �` g rt ffe 4. Stn age 8hquld be 1n a goner ; v9ntFlated arBa i7raximum_tem rature t0°r A3`G. Store A I. _ . Instaft ?30 undscla mere;u mamtafn Glass is rani .
<br />p eaves. NOTC.ShmglEs may -be lal�zirpm edher $d t� L )) SazY y 0
<br />9n list: surface and .use, weight equali;aBhn.boards It pallets areL'to a double stacked.. - - -
<br />left or ii hi hart sI e. Stan , t eitrler take P „r,•. I d 7
<br />... - 1 .... 0 ...... .......:. .... ,,,,. .. •..: _. ,till I nst be rD elf fr i " • h run: o 's - r a r r r _ Will 4 ex e . W .. o the LIMITED AHiY sla
<br />: - , „, .. ....__.. ...,.,,.._. S iR us TrJ t sd_ Rrf. Neat of v,1 . st I'qd at 4 Its. bo RHS-afire t a slag n .TN.s trod a4 t5 sgkl aq Pass LIMNED AfltigNiY.. A d„ TFpWAttH U^9 .
<br />officialsand consultants who are assuri corn hartce with what ..,, a SPY , --a--
<br />n _ Installation rejections... by code o edgev(Rh shmgleS having 6 {t52mnU _ sw . es r rs d:- su l ll r FI s 1ar P5 9r6t rBstratdgs a an a Loq I a< 4dlddmn r n be MIAM iiom GAF Materials Co etkn a dt
<br />.. : ... x._ _ pip ad eta , at , or m n IghL A o ed p rod must be'stored an end . P Ar pie . �pyy pm v
<br />Lt; trirtimedfrtim'rake. .•,.: .;:x�=;'., irtati.gal:doar Ally dilvlM„10 lrnrn prinlAd instfitrcals shallbeiac fAspansibiAlY nT ap�licir0iaM1d 4peeiliar. _
<br />s• ; are overly restrictive manufacturer application directives t•. ' o
<br />_ w
<br />i
<br />ft4P0R-mNT: Hepafr leak§ romptty tb avoid adverse e0eits. budiding maid rowth. C W4 GAf78atarlals lzer oration ENGLISIMATIONALf22933
<br />is Mandatory removal and re -application of shingles�-costing time andThe 00111tion.. money p p g P
<br />• :- g
<br />=nm�
<br />/qjr(/�� j��rt .Fla:. severe � � �^�j-�j\� s a
<br />Ti�� P�f/�Ir l'1,!/ t ! 'I 'FW `.ahi'tdit \.! � a '� y 'Si VtX
<br />TMriaah�at Triirmaa5tanal¢'s f_- y Q
<br />GAPS expanded approved Will these expanded fastener options a•(;s n TYP. HEAD JAMBS � ;
<br />fastener placement area adversely affect wind uplift resistance? -
<br />(See reverse for details), �i lit SEE NOTE I i Buox
<br />Fourth and Remainin Courses Hlp:end Ridge -- {
<br />•q • 3
<br />g 1
<br />resulting in: S Trim 77" 4;2 Inni} loom K st shi gle m the,cbu se, thyn continue tall shFagles'aiiross For strigle layer apphCabon, use lip and edge sMngles a it apptq as shatyni Ta enhance -TYP. HEAD & 8 _
<br />• - ' ' ''the roof: ttth and subsequent courses repeat full shingle instructions train Mop'3. appsaranoe, use GAP 11M8ERTE ',(one bundle ai TIN18EfiiEX='Hip S (11pgB gdJerS 24 fi(i- 2X : JAMBS - -- z
<br />• Greater flexibility UL testrn# (U1997) cenc/usively proves that, y poi . o f; BUCK
<br />yfc_ #� # j 3 eattLs.1nilula, daess;oIPera, PhanofslrcersniT sii;t`e.FbreAfiahaiii With
<br />1` t [ start wrt4 p/pla• fleckness.� pt recut M 8 RidIle shoo les,anil continua rertralnder rom
<br />in fastener placement - Fri mco ae rlcuhle tluckness- Fasten m same nannsr as smgte appticatlnn slinwn Apply Idfs away lrum FRAME
<br />_� n
<br />jr��� .. -- - GAF nel� expanded fastener pl,cemenf FUASN:1Ple prevailing .vrinddirer;don. e ¢ » U� �a
<br />,I • while maintaining highest qualify will NOT adversely affect wind resistance 'I'ar;nceT„aldr # `�:� - s(zrrbl:Mla,;re OPEtOsNG—
<br />MASONRY-- i 1_&+n .. }
<br />Effia►elflt installation i a - - w �Q
<br />Reduced risk of unneeessa tiAF's Fong fertn fed ex�er[ence mapr�pa tyg�o T,M3Rtx { W
<br />Supports the conclusions of Ut 7 testing � � OPENING _ v 6 �
<br />and costly rewo r pp - g cHaaraen a Hry HRdge Hipt Rdo. a am mU
<br />, a �
<br />• "Nna SSR48n'ritt ;,' e" -
<br />..
<br />�� Zia 9Nnpie 5t Lf21pmt I Y t^?xMy hrn, Mgt±.
<br />aarw3wd N2if5la+8�it43mml
<br />i ilpm ti¢flala ann-.
<br />1^j2y1vi1) f:,m ¢age
<br />T:krrrca Shirkfe. ) • . a r
<br />"`Qaati y Yr#tit an irttal inca l y..lrs tit ri s's �rg t Roor att�fi �tt�reT , a
<br />BUCK ANCHORWG fPAME ANCHORING
<br />n<�sorvY 2k buck ca�srrucfion
<br />GAF MATFR Al S iFNGE JAMB
<br />CURPORhT ONt STRIKE JAMS o
<br />a'i t
<br />�? 2i �(8� y, i3 r�
<br />t NOTES: 31 r' 4ISO-
<br />1�
<br />. 1/4" Elco concrete screws anchoring 2x buck require a minimum I"clearance to masonry edges: a i-1/4'mini7num °
<br />} , embedment o!,d a minimum 4" c eorance fa adjacent concrete sere s. Substitution of civet coxrete screws ram a 13 z a°
<br />Ppliermalr havo different e
<br />dcnL'rM su age disfaru a and center distannce requirements. Concrete screw locations at the ace, 9 5/03 i ccmers maybe adjusted to m�arntnfn the minimum edge distance to mortar joints. tf concrefe screw iocal;ons noted os - - txaLc: N.T-s.
<br />sc rayEbNeTEk"must ie a usted is moinia r the minimum edge distance fd mortariornls. odditional concrefe — - arc. s : OT o' equred is ensure the maximum on canter d mension is not exceeded. HINGE JAMB STEVIE °UIE I MIL sit: in
<br />3
<br />r! DMwala t.a, a
<br />rn _aisa_7 0
<br />....-. -.. _-.._ . _.. .. __ _... -----
<br />i1
<br />1
<br />tt Na 8 Wood and Tapping Screw Fastener Location Tables 1Q DESIGN PRESSURE RATING
<br />_ -
<br />fYESIGN-PRE40i jP5h7 ($} If exactIFBC windowODE sizeP sl not
<br />Buck
<br />8
<br />. SINGtESPANLEHS+iH ..,:?. 00 OVERHANG Frame
<br />R F
<br />am..lodo alma
<br />04
<br />SPAM"/n ` ROOF OVERHANG '. _'..__ d Al Liable, ruse fastener C Of He E i3g
<br />�', is°:ntnoalH rli d
<br />ca,nmmry Width
<br />a��r' _ a 6 " Eh Eh m
<br />'ACMTf�i •ra w#, ',..A3 'E 8' .,. 470.0 -141:0 ! ,, ...'sEEN0tE2 g :h';. wldlh ¢hiss c.nmdm.wH..aasnlly.°'.°) aamnadonnwg. wldtl, e11ra. aal.am.arwaaasn, - listed for next larger size. Et
<br />r .'r 5a��laas�:: q. 1 - '- 5 i6 ,is 4 ro 2 tare 4 (T) Installations depicted in these -
<br />.., „.
<br />1 d eHvnol Imlallatlon pwg.
<br />2 ¢rite
<br />ro x P
<br />„ •_ cw�*arc��: e , BDDE BROF ¢ `kl'r zs „z 4 z zs to 4 z instructions acceptable for k' 8 ac��cao g s to' +60.0 •60.0 S
<br />-tL .. - ��*�\_: 3>t i FRAhiNe . ` _ _ FRAMING 4 �, r�. ze trz a a a9 vz a a design pressures to P F LI W ¢ '},.. .•. .. stir -
<br />. 12^ ,+50:0 •50.0 ` s, ae g „ 3e 4 ro z 35 a z for the window sizes? shown -
<br />AWRICAN COr1MWICT1oN IvIVALs - °,
<br />aea,uaw eKasa4 ..,
<br />:¢Vnlrc.wlvv '_aaa,,v'rceo::.. ALUMINUM ALUMINtiM -_. All a
<br />a a t
<br />fASCIR '° a7 a y� , a� a in the table. Design
<br />FASCIA 4' . ' -k.
<br />�^ ff
<br />n
<br />ecrntw.rn 9y►v4eea" q t3" t38:5 36.3' RiM 4 E g $ s2 ire 4 ve. sz ua 4 Pressures (D.P.) are positive Buck e L
<br />M40 Weai CitNon Sheet c5i sa ar a. ra+�a lee; 's a a , TRIM a $ a
<br />- y / - / and negative. Overall Frame
<br />I Tam 0, ff,: 3�634 -"a�S- 'a��'.� _ 5" +30:0 -3D.0, �^__5___r _ n.ipht Et L1 L2 L3 Eb rnatrllado■13ap. Heglw Et Li l2 l.3 Eb Ilulan.aon tneg.: window assembly design Height o $
<br />p - ,. �- i _ - `•, l CM De .. - --. - ��J Emu OR � 25 tin as 1a Ire r tra 37re z 25 z as t4,rz za 1n a 1n a Pressure may be less than
<br />' wRlK1 37 3/6 1 to Na 77 t/6 33 in 31/9 2 3T 3/9 z Na YJ 112 33 4112 a
<br />sbFRT- tvpoD: NOTE SatFtTJ i _ 70 PSF and shall be
<br />P,,,ri'_ as 5e 2 Na 338 453E 37/B 2 49 58 2 M 2"tl1 45 41n 2 / Eb O • m-a�ra�3v� FRAMED T WOOD FRAMING AND CQNNECTIONS TO BE DESIGNED determined in accordance � o
<br />55 1/4 1la Na 29114 513% 371a 1Poloi-
<br />i ByTHE:AkCNIIECT OREIVGINEER OF REC¢RD' .: � 55 V4 z Na st 41rz z �
<br />♦v�a,� - DETAIL' P'" • • DETAIL ° 0 , with Note 13 of FLEX20100.
<br />"TRIPLE
<br />II ' If - '71 •�,v�' 3gT0 COMMDN NAJEOR3/J6i' RWCONCRErE SCREW __ _ _ 92 1tn 7sra 3z are sa va 37re t ez z to 32 1rs 571rz sin t pd
<br />71 11n 16 W 41 are VIM 37re 1 71 2 25 41 V2 M 112 4 V2 1 from that tested as allowed ES Es p
<br />TRIPLE 4 &QUAD 4 _. {MIN;:1-I%4'EMBEDMF.NTiQ2A^ON CTJTER� °DETAIL E° '=�-
<br />: � � (U) Production Glazing may differ
<br />83 1 to 2e era 53516 79118 3718 t e3 a as 53 va 7s ,!z a 1n 1 d,
<br />j' ,# �+ SIDE. VIEW -SINGLE SPAN W/F-CHANNEL SIDE VIEW SINGLE: SPAN-W{]=CHANNEL byANsl/AAMAINWWDA CenterUne
<br />f : ALUMINUM SOFFIT *10LE-!f_(id) � t5harin w/ tnL�/rrumti,H o+'ed,*nG) t� Wn.iyf t(u3blrlaming oyeihang); - :.�$' modular 101/LS. 2, 101/L$, ?JNAFS Of Sol TNCTA TION No t
<br />modu ar 8
<br />'1Q orAAMA/WDMA/CSA
<br />1aotRl•i.!tsrACKI a .': width area CMrll, 0o daSIR woo m.ail.aenow. wialh B,f6 anl.dh,.atw.aaslx ,ma) IrM.n.donbw 101/I.S,2/A440and S'z A°°II ab((I „aE� -a
<br />s'y. -Meo14 SAiAsil4cA)
<br />window 1
<br />7RlM NAIL AiiACH7 "` 23112 a n° 2 23112 4 >36° to 52-1/8' wide at Henri B Slll
<br />3TAPL¢INSTALL®0
<br />WROl1GHFASCIA _pf n+z 4 _ z a77¢ a z applicable Building Code. >59-1/2• to 83-I/2' High of Janbs f Z
<br />tT ' :G84ERAL NO, ¢ j6" O.C,Mhk. IN2J'CHAMNELROT G 73 3t "7 4 ' 2 31 vz 4 z Se9 Note 12 and 13 on
<br />° HOP ONCT:HAS BEEN EVALGA D.ANDIS IN CENrtP LANCE Ylf.- - In -
<br />1: i R. ... 1.. Tit. ' • StAPLeS'INSTALLED 0 2{` Q.C, tuet0 WOAD) _ bR MAIL 012" Q.C, 4 2 Drawing FLEX 20100 for
<br />re
<br />JE , / 351n 4 ° -- - z __ 3sin __.-- -- -.. .: :' w _ --".. a .ONF-t;HANNg LEG OR 7-N%JL iD 12'O.G. ST-60 lt)CATED,, jINTO W(K1p _ - -
<br />_� 1n -a-- -- --- lea t 3s 1n 4 r� 1 further details. Buck B S
<br />d'
<br />THE _q,7fLORIDAB(RtDMGePDEEXC4UWN0THE"HIGH4Et.t7C1rY ._. a..... ;E ..-. 2a°O:C; ♦EITO FR ..G: 'OR MASONRY _ ..- :' 43,n 4 yea - ---i-- --<3 „-2 -_.._a'- Y. t Frame
<br />HURRICANE ZOHF', ��da-^ ---- gNTO-:YtQOd ORMA50NRY) _ _. •iN ._ - _ ._, - I (V} Structural two by wood buck
<br />:. Width
<br />j}
<br />1
<br />sayyr+K,.c. ' FOR TAhARE CUf pVfatHANG. ,:. ' 9 �..: raw , 01n 4 vac 1 and/or framing at the head,
<br />arw,5„'�x: TRIM.B4Of[DM OF FASCIA RAT - ... .. Eh Eh
<br />.•�. SMALL BEA$ ipIkO AND SP CEDA3 SHQN'N ON .err ti+++s'. _ . - .;; ' " ` I H.taN Et U I3 sill and jambs to be securely
<br />Et
<br />3.. PR,ODUCIANPNP. , ., _. A' , _ \ _� L3 Eh mmn.u°n13wg. I4elgla Et L7 L2 L3 Eh mmn.donbw
<br />'OEtAB3 ANCtTPRMBED)AENT tO BASE irtAiERIAL SriAI.t SEBEYONP . - hoagr' gt •-1... ::AGNN3T PANEC -. _... I. ;..: load
<br />.1. _ etc . B 11 13-° 8 /I a z7 uz rz N. 1531E 239a 37/8 z 271n z Na sto z3 41n 2
<br />:WALL DRESSING OR SIL. CO: _,. ( °' to
<br />woo transfer the
<br />_ y c.;_ t: P - I. [ 3s ,n , to Na 1918 31 Y9 3118 z 3s,n z Na 19In 31 4 vz a tq the moo structural �-I/• g g
<br />- a-'� , t1 _ .. K 1, : •. - _ 431n I In as 2331a 3e 5t6 3 va z 431n a Na v to 39 airz - 2 substrate per the FBC and
<br />a 3. SITE CONCITIC11a NOTCCrYER81 BY THIS DRAWING ARE SUBJECT TD, ,a le , \ { P N
<br />47 to , in Na z5319 a351a 37rfl 2 4],rs a Na 25 to a3 41n a the engineer of record's
<br />R.. i $JApIES INSTALLED /
<br />FURTHER ENGINEBRING ANALYSIS; gw,a�nl,a�r: �-�.- � si uz tvz Na vare a7 va 37re z st In z as nvz a7 4trs z details as applicable, L2 - _. ,.. aa. arc pp
<br />„case
<br />it Y OTHERS Mt15f BE DESIGNED �c ' m sa /n n as 3, are 5s a e 3 ae a s9 tt z Na 31 vz s a trs z 11�
<br />4. WQOOICMUWiILODNSTRUC.ON,B 4 INFCHANNklSLOIO t„NAIL V in(V}SeeFLEX20100,Notesl0to
<br />R :. �1T b:C. sa4 t;pv _;ass:=> 63lo 1112 31W 433re 67 SB 37re , 71112 2 iH 431rs 67 airz 1 .. Buck a d
<br />PROP LYiO.RECEfvE'LbAOSktPMTHESOFFIiANDlOk2`3tz' - 15for addrhonalFBCCode 13 :. 1 831n 11f2 313r8 5531E 79Sa 371E 1 831n a 28 55 tt2 fl a 12 1 Franc
<br />6AireNSTRIFS, ,a. :.:. - � I� a e _ IR`RO S'IObb OR MASONRY) - - -_- - - .-,.
<br />'wa,,arc� ::' ` :: ". 93- :=�a+<a a ::; - Compliance. Height
<br />em: ufagfos
<br />:-- .�.. _..
<br />Scale: MS
<br />Location Table Notes: Al '� Eb n ;mq
<br />•:. 4>R � .,;' SIAPLESIIISTALLED �-� .s 0.. ����.. �,....- 1 '�'I' Checked•�
<br />L•TIROEPANELAND... 1} All dimensions shown token from the buck width or height of the window frame.
<br />-
<br />b 2) Based on the Milestone Serves No. and size of the window to be installed, enter the correct table. above
<br />EffDETAkE,$HEET3j 5 10 to determine the locutions of the No. 8 Wood or Topping S Es Es
<br />3HEEfA Da OdPTftSN .rcvsws f 1 t/¢Max pP 9 crews based on either Installation No. 1 or No.
<br />—"7
<br />2 Illustrations at right. The applicable installation illustration is noted in the table.
<br />Ica alevagphl" b' nneTal rate;� ,,. _
<br />car
<br />2 Pansl cat 1 e. _ o is; :'t : S w A i f9 tfq_
<br />II � 9 PP
<br />a __-__ • UB' MAx,--t I.- 7 3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance is + / - 1 ". INSTALLTInN No. 2Q
<br />'r3 dfgldefalori design pre cVi N. 5 N• S, n 4) An installation fastener is only required at the centerline of the head and sill when indicated in the
<br />{ ntl°w Size Aooll nhNl v
<br />4 Sbf[IdetaAanddasghptelsurel T pao pv n q „ ,,. n d ofir el -• JX ,table as "yes". If "no", an installation fosterner is not required at the centerline of the head and sill. to t36' wide at Rend a S41
<br />$cdr!defati,desigrplessuasland,bA.:trtWterir# --- - - ii1J,AD4_j41) awi` :AMAiL...E. :DETAIL. �F_ _ DOAK '_�i.:. pale.n 'LP$.:. '. 3 q -
<br />_ _ - a 5) This table is NOT applicable to the nailing option. See Notes 0, P. 0, and R for nail installation to 59 1/2' High at Janbs
<br />w nai2jcllsntcit 6 nr#m ax: m
<br />a4.wraet35°n4cK1 fgscjb F-chbnnel. J•Chdnnel a FL 12oIB l a locations and spacing.
<br />13
<br />1■ j4rtpt t °n
<br />.'! ( bNASr-.. I "q ..... .. ... ...... .. ... .. .._.. .......... ..... Bt�Fr 4 Tar. :
<br />Drawing No. FM21120
<br />
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