|
NAN YA PLASTICS CORP. 4
<br />0
<br />PLASTPRO INC.
<br />9 PEACH TREE HILL ROAD o_
<br />LIVINGSTON, NEW JERSEY 07039
<br />FRAME WIDTH
<br />Underlaymertt: Stendt9Cii Slop%M4112 {$33r1imtm) or more, UndeYlsyrnent Low Slope ?l1� 4J12 157T1tm-331rnmthi) ... $d y do y a
<br />■ Appficsttorrafunrlerlayme�:.Cuverdeckrnthono aro(.undgr marliirrsaBad:YfghouL A Iie040il ofUd'dt.11 rli amt@2veflashi'n ;±b,mplate1 co, the11611rrithilt9 jT g, ,
<br />taY Pp Y Y
<br />wrJnkles. lJse gnly enau h nags.ip had un leltaymerri in place;unhl cayeret('Gy shtr�les;. layers nfandedaymedt as Aft. -. Liso'lally onlxlgh n p tnhold Underlayrnentin:place t m a n`
<br />A Ilnatteh rid ea -a nashlh :Install save flashin "_such as GAF Mste tots Girporatioh Weaiitar g tcove. li shin des Use hlin 1pilln lw Sava ftashi : At ea es anti ah re ic9 dams c2n DISTINCTION C • f O N ++ FRIES °
<br />p_ Y....9, dd 0 T9s. P r
<br />Ytiafcli`r or SformGgard'-teak Barrier in IocJIfflesg'wriare leaks m be posed . ,.water backing p� ,'ble , Use pile ta' rill GA Matartals Cpr oraU, n:Weath x Waiep' dr StbrmG iAnt Leak Yyali Fiesrimg {Sloped Roof to VePticst WTAII) �Ar Ghlmney Fiasiiing s 3 N
<br />: u0 behind. ick or dab I, dams. Eave flasA)ng rhust-overhang tiie raof:adga by 3 8'-(llllrinT) and $arRrur Ea ilasliine rhUst,Averh.ila Al 5111 ad
<br />e tF4,r-"w'8i0mm) antl-Eictel1d 29'� 610in4 .- - •- - OPAQUE FIBERGLASS DOOR
<br />- Z
<br />g ( v ]9cRrn N cs
<br />"extend 24" (610mm) :4Eydi)d the inside wet
<br />l the. - - baydtdd.the Insfde.Yrall 11rie. Whelii� icB dertis or dehrie�dains�are neE e%parted; Install 2 plies of � ahealN' r-� -
<br />�° INSWING l OUTSWING '
<br />Shfhgle 01ate7 undartayme i[. �° + t4w 'ns"a'I I ❑
<br />a tlatiumP: ae k i+ a on paan runsma
<br />.. .12`-l3fYnn,a ,;:. .. wealhra.Waicn° - - anmu.ittPrgd nyt wxR2r: xq to
<br />7syr�� Z
<br />•2'IE:4' .. y 6311a 1[.v k`#atdf"' bliaimrn)Len. -•_-� �1, Ma WrcA. 3 tip ,wUJI
<br />t4mimum��.. aSiddM.lye-if• (- j .. vI
<br />atnrmioln2nm q o BbrmGtrnik 7 0
<br />Fo lowe•alvpes. see cox la: •» > /y>F5' L41akaarrter, '12'je95nm) ,:rr` V Le9k earriv: ✓ J '` - O
<br />P
<br />N?.�`�` rdrmo•nrem
<br />IF AINa \ 2fi,at .:�"`� •'"' s ; ?b i � i tee omeAa�.3c noiiovrf' asido w.dlj f GENERALNOTES ;_ �g •a " CL w/ N
<br />,.. .. ,Fr� -•! irz Z�
<br />1
<br />"'S '•..:, I This product has been eva uated Grid is in compliance with the 2J07 �& �r �yRR QJ
<br />Al15FIEPLS arc 3e'-t9 r4min)
<br />-"+ sre•-not+Dl7tPdFc>•,amanq-.- 171: < _ _ Flcr'do Building Coca (FBC) shuctaral2gJirernenis excluding the
<br />V
<br />. _. ... wt�Ghtft(rlc-Mate' - - Aq ai1■cFsro3lS: iatamretl * - 5 n Nw:NaM; a
<br />._ 9rxleaai+nelll 2'(51,mn) SM,=Lip ds9prljAe.64atrN „ L y�iEY•3a u ' Tn Robing C1Qmm1 "F1iyh Velocity tiurrcone lone"(HVHZ). >-a
<br />.. .:_ _� w,dedavme(d. •. tklaammj - ,. s ¢ z ¢
<br />. `C•r�4+' "� 4`(7a2inmTErul LaP b� RTind cetnwa O O
<br />Rakda,pe�0e�_. .,,, .:. dNaeactia•499, 1 4 shlriglP., 2. R"odudanchoi'sshot �aslistedendspaced dssttownondeto8s. < ,� o z �� W w �
<br />Aidrlg4akg,nlel�i- :lnnriggwbsrlulunrjyrkiyriiern ';ILL Uj
<br />is ffamm).R6064m»n0 •-.i"' Anchor embedment to basemotr:ltalshollbebo'ondwaildres; a a
<br />Affdn'p ed artto eaves dip o"a -+ R&ironac ) O4
<br />.. ga; p 'on ion Nrno4il':i3rlp edge: ar stucco n. O
<br />i
<br />to
<br />Valley sf ' c a n 3. en used in areas requiring wird bome debts protection this $
<br />Announcing Fastening Improvements on 10 Vaflay Cdnstructiom-Closed Cut i1 a ey Con ru ti n-Dpe wh � C � � h
<br />Stagier Cnurse First Course �_
<br />product co des with Section 1600.1.2 of tie FBC and does not e
<br />d h
<br />requ re an impact resistant covering. This product mets missile level
<br />... -.as shovrid. Start Add continue frill shingles laid stadarcourso- Shingle's rnaji be mx.,„:•.- Eiasn,slxxx�ln -'-`" -� � � c�.i.sr:il;n. "D"arid indides Wind ?one 4 as defined In M 1996. .. AUPs' rura ar, nw aaa m:n - _ �'AST E 1--'
<br />.- � � ... �,. - laid from.-lett;to:. Mr tight to leit )3o NOT -la :sh(r !ds strai �hluP the.. rriuf sint:BtEUs -
<br />- _ - n9 .. 4 . 9 .. ,;:. ,Y 19. .:. q. - ,. a�in�iPraiTrn3F
<br />.. '•-.- 11nnwer.4.rsia,e r,- .:�,3 3..:, , awrttrY„P nmi s,
<br />- Start et e19Niyeks,artd .�. � ... .... .. ... - a m5arc(8.wrtl4 r " w1
<br />retture l3em use t cante9icolarblantl do the roof tlitd damage-the'shm ls_. --...' .w" ra w<�e.a,: r., ,, .':. ....- ......... ......: ..._-,rinnu to ♦,
<br />._. lay xl eithai arar;eal 1:yrdada 'rs pro Lsa alto may9 1i4xamdy. pY{nm1 t zavW N
<br />IIMVERLINEvano(NOVE v� 4. d fronting construction, mrclrc»irig bf -hese uruh sneii be the ■ �
<br />t t P for
<br />` ,.tP1ePq.d"AsF�[�a>,11ra,„ same as if•ot shown to 2x buck masonry construction.
<br />„ >%`(3P5.1_ ��4PrA4t ? Y• gal - 3 v N
<br />ARCHiTEG`TORAL $KINGLETS 50011E ` TAH S111.1NGLE _ I �.� 4raP
<br />NOD rcx Ai
<br />py�a5 5
<br />�xiN rzm4:Amuni. e" , c t o Xf ns-"):rccro:oa
<br />muda �ce'At4n - ` ;:.L".e9 - ++^="s^ .Site conditions iha' dLviate from the details of this drawin require ■+I
<br />r�..lalorlu •rn<°•eg ,7So-=asri r.4d ' 't. ar x ". g q
<br />i a at�p4' .dqf �. Crm1 drolxrerrl " ...^:. w�r'. 1
<br />cr,.e4. 7 v ;e,o>s wa,a era _ :'ir Mr Ifff% , further engineering analysis ay o licensed engineer or registered Q N ■�
<br />ar;<-�:: � � \`A� Fa■.
<br />m n k s s 1 sh a o eo PI ea sh rgl s a L?amml a nxn j W Q ul
<br />t V +Mal fenP ss nd eisF Ia'� 05 a7M ak 'dgea ..a+`-'" a1fuaiaro uric: /y�
<br />ttnarN •4':li9x }wrap � 1 Provd dip age'. '••" Pt'� CFwM7+a - Jdz,.�5m rsw�bnm- --]�tlx �� i�nx •-�
<br />d asldndi albs k rx.. cemar; v •� :. - 'vr+ 1 y -
<br />:- a9 .K:Pt. P<wtxd f itnum .. IEEE, W
<br />s64, }an Naosananan ia.
<br />i
<br />1TFFM9�� a
<br />e,wr# Y TA/LE OF CONIENFS
<br />s �r/� p/� TA 5! 15291m1 .a rnv n j 174 ]emn 1C. i i ' +
<br />��I� Problem...
<br />y/llraii 1 t02nm)4omiln,e 9antrstfPw�w>hwholew I' YNEET'� DESCRIPTION y
<br />.... .. .... lied
<br />.om mld'ol _ '7.nhr$N pi,ewlaA`Itaii{i) antiW fnw+xd}.yslmn`a
<br />_.. -
<br />:. ._.,�t1r#ar� ■� /�r� '. �7r '. 1 e:.: slanole r.aP4r9 tiro i!dn,lhoe :rb**d, m:I,aPy..aww on; 1 iypic2iele hr, desigr preuures,&genera .notes : r AV.YR,rtLt X75Fft3tVP8F.55L1R6 ($; .
<br />T,71F'T"` d ..� s»e•'.. .. idlr•naamv,ibdP 2 Doaparetcetcds $1tlf5# rF4iiA3x-r wit: 9 5 OS
<br />,; _ 3 Horizontal cross ssctions - .~ ..,. - A1)G'✓;M1I _ !ta{$Grt7tY:; sca.c: N.T,S.
<br />t�l# flPl , due a YrocautionaC Notes RA Rt1o#In 4 'Venc�wcrassechons ow9 ar. DT 1
<br />_ ._... _._. Y.. Q
<br />ct _.. . .
<br />TndbArlina . Seuas shulgfea ant }IjJer ass skit seating asplist shtngla5; BBeausa of Ui$pnabi'ta1. 1} uld'asptialtshingies Are to re riain in place nod ig kn olcut eway:a l luosa: anhod i¢ lifted allin- INSWING 37.50" x 8200" i b5.0 -70.0
<br />.. to . , - _.. - - ... b Buck and trams andtonng zX buck masonry cons lion cwc er: Lf5
<br />- 7 - - rigid - etiaracalrisdaSoitiiAtdi ll9U@Iit•waterpro. .. ..ateriilasad;These-sfdn4leswllibaspiffncofd Ies rePhLe.withfieW'antl ustbaforeapPly}ngthega�nrggflrlp,svreaPttiesurfacecle3nofatlluasg ;
<br />• Most major shingle manufacturers licafion Instructions too nryld qq
<br />app g ., ._-..._ weather andlleaiblaillCtwilather;. etinsSldce:aklyirregulan[ 'fti3Y;;lloWtll tints nowshbIlies,bstsure .theundeftagshingles cnctrorrg-1X ckin;nauy.construcion PaA■1r4orm:
<br />- 6 Rcune bIr
<br />t. Xandles should not;be dro) g pa ng ., y p p 4trate OUtiWING 37.50" iL 30.3T +65
<br />'- placement - -Secdrid Course._ .. -Th(rd E.00Ir$ie.. _ .._, ,. _t Uad on ad spar should attempt be hdaaeto se rate-:Shi le96 rbyldflesrnoatl)suriace,F'as[erx+rs m8st 17C b. Sufficlerrt fen to the wood deck at lraat / Bllor rnafedcH&corrR3orients _ .0 -65,0 -. FL-ete4.T
<br />for Fastener 4 5
<br />t d-and ronUnue saeotxl course as shown. Tnm 6 152mm from-tfde..end o the Tnm.11` 279mm from The firststii )9�in the course titan c9ntinue:vrith foil shin des 't7reaWng' o arridge 9r dherhupoles.... -. _ 3'4' 79mfi1)hr:Iusttluougti p(yyruod_, Fogostitifherandva iiishucUonslofapph(xiion. t
<br />• -tin iP it :( I d a u tc r ush-wrd3lheto acrossiher9of: 2.Handlecatetully-5hinglegGOPeasllybebrokenincold,veatharprtheu:edg4sdamagedlnhpt P(aShln lespryli a I1CpUverwporl'ShlPgtesYtltBdpfecautrnnshavebeentakantoprovlde -- -
<br />s,i.g(IT ,os lotttleshinglas nibesecon andybs 4 eq .ou sesti >u p . ¢ 15.. .
<br />• Warran dental forblow-offs, based on fasten►n patterns- - , t w e cuiau . Thi res Its "" f m o use vi lilt wrdthshm tes weather. an; abcBPtable mootlr urtaee. This itjCludes ci d+ng heck 910 shingles at'eav s add rakes, SO - --- -
<br />tT,
<br />p o., t e d is . _s , u , in a 5 : (, 27 m).axposat G nGn y ;th 3- g
<br />ato s &oo e to check ra1121 2h nlnedl w1UT I. All cxpbssd matanals most 4R of A (gPe: dlstalligg neey wend edging strips as deeded. Make 5uriace smooth and usabeveled wood strips
<br />t ass tha roof. Sh1ka a, chalk I e abgt very urse pa g Two a
<br />even When the real problem is a material defect. es. NDTE i 1 tYia la r di er 4. Stnraga shoPld Ue do a coveted; veatilaled;area maxlnTurd temperature f 10 F {43 C.);ktoCe It pecessary. Instxtt _ 30 undaL(aymeM tq ma nta n Class A, rating.
<br />p Qav .,,,.. ,, f nIles. ,. h lk ,Id1hTna c«,.
<br />;. .. _ 1 n s - 1 '..• anflat-suriase one use,welghk equah2aUoll:.boartls it pallets are tghe:daunts staCki;d.,
<br />left or r ht ha rl. ids. $for at eater rake
<br />9
<br />:. - hf 5[ be:.. o c 1 e s rat ..sold VAli a e .As W , -on t$ LIMITED A8 . JTY st27in as
<br />• - _ ._...... :..:.. .. ,- S it 15 mu r fs Led front Hbat ie wh n stPrad:at o4 Ito. lid store 1 a steam .tits odta4 a ... .. n�xpt LIAMTEO ARRAtLTY.. .A d L. W . P9 _
<br />t g4.. p _., t.. J 04S.,Q....:.. 0p$....d .: ,
<br />Installation r@Ctlf3nS,., code officals and consultants Who are assuring compliance With who t shl a Ttavm s t6 min �.. by .Rage vatf n9I s 9 (. 2 ) ,:: _ • <. '' r'i es radiaCcis alas; or Sunli tit Ail rolled ` todact must tie stored 'oil ends. lerf(r5 and tesLgchens Is. hntAn,on. the,P Id iarap{erndalt-es:olu. pklAd }tom GA, F Lfatartals Ca{Hx@Uon at , -.. - 4' t
<br />arereSttictive manufacturer application directives tnmmed frant rake: PP' 9 P vriw gal.abmAydev alpA rr xr PrintAdi st vblkxsshailbrdhe respd slaillYoiapj hcabrs dla s[ecl!4u :' i �4.
<br />ar y ao , appl _
<br />s
<br />'- IMPORTANT: Repay -leaks ,pmiopily to avoid idverse eneets; including mold growth. 6200i GAFMatena.s com.'"on BJGLiSIMATiONAL122903 +" �' I'
<br />a
<br />Mandatory rerrlova! and re-appilc�tion of shingles=-�oshng time and money . - a
<br />0-01
<br />if a
<br />'
<br />The S®lutiot•■ ��A V #' a •/���)� ®�of/� Y �Ccuate •• ._\T 5 I
<br />TYF-HEAD&JAMBSGAFs expanded approved Will these expanded fasener options
<br />bi y
<br />i
<br />fastener placement area adversely affect wind uplift resistance? SEE NOTE i 2x
<br />(see reverse for details); Afel!! BUCK E
<br />Fourth and Remaining CPurs as HIp and Ridge - 1YF HEAD g _ 8
<br />3
<br />#:
<br />reSu tin I Tri 11' 432 mr i 'tinm first shingle in ftie eburse th continue tam full sfd las'at:ross P I' "7 i d h 1 Tn anti rick
<br />g n nt . (. t) . } g e - . an . t . use t i rng or sots a la}'e appl pUurY, ass lop and grass sUingles anal aPPiY AS o m � a , .
<br />• - - ' the rot}f. Fifth and 5ubsequant cdutsas rapeaffidt shingle insirucUans train Slip 3- aPPearanee::pse GAF TlM198EAiE3�"{q!ls hen )le of TItg18€FTi'F)(`)jip$AIdpB CPt!ets 20 fin' 2X ^ i 1?Jv165 Z
<br />Greater flexibility UL testing (UL997J conclusively proves that, kal ft: ,1 ndefe s)„Vr a double lays applrcaban' f_ I.1raversal Hip 3 lodge: Phi double atiplit"tk p, BUCK i + o�
<br />` d�ntiti tie thiii shin le$ ��?4L' se start lvith pdpla thickoesg of precut Hip & 6idge shingles and continue r@mairialk With � g v
<br />ni fastener placement 9 s double.Ulickiless. Fasten m same manner as Single Application shown Apply, Ions away Tiom ��
<br />f Frinaov�xe 9 PP ppY T Y _ F12AME_ g. p
<br />. , Cr4IiFs new expanded fastener placement foAsku"V1 prevailing wind direction.
<br />• Efficient Installation ThirdC.b11 aP - ---1-
<br />will IYQT adversely affect wind resistance MASONRY-,
<br />while maintaining highest quality _ F �a„�P ( a-(ss-'# �■ re OPEN NG '\ z MASONRY-
<br />QAF's ton Term field experience
<br />• Reduced risk of unnecessary g" p . = '
<br />ccppPa ar, ac7 1
<br />.... ar croYe raPb _Flip aTHAEa - o OPENING_ o
<br />and costlY re Work supports the conclusions of UL 7 testing
<br />®, r�19"zzear;;ttii
<br />rup srA�"i1N�a` s.tlzPit.) r iaa•ra,Ik
<br />��9suP rian baltunii and
<br />v i" t2smmlrrun edge
<br />:. :. T:9r.1,•sasl:riD1P< i • ...,.r ,- br. .
<br />E'Quatity Yeugap Trust Since'1886, • tom North America's Largest Roofing Manufacturer"
<br />BUCKANCHORIVG FPAME ANCHORING SIR7REJAA4B o
<br />Msc"Y 27( buck construction _
<br />GAF tUTATFJi At.S ;trNGE.t4Ma
<br />CURPORAT CN
<br />NOTES: 31
<br />o k
<br />I. 7/4" E1co concrete screws anchoring 2x buckrequpe a minimum d"clearance to masonry edges, a i-t J4"rrvnimum
<br />8 27
<br />embedment and o 7tinimum 4" ciearaxe fa adjacent concrete screws. Substitution
<br />diof equal concrete sc: ews ,,am o 13
<br />iferent supplier may, Novo different edge disfanr_e and Center distance raqusemenl5. Concrete screw to,--alfons at The wit: 9 5/D9 i
<br />comers may be adjusted la mointain the minimum edge distance to mortar joints. If concrete screw locations noted as N.T.S. °
<br />'MAX' ON CENTER"must be adjusted to maintoin the minimum edge drstonce to moncrioints, additional cor, a ■ws sr. DT n' screws may be req tied is ersur he mox'rmum on canter diref
<br />ension is not exceeded. IUNGE JAMB Bill LFS q
<br />STRIKE P1A1E DEIAii
<br />e9wa4n ■n.r c
<br />r3 _Ata4, t a_
<br />LU
<br />No 8 Wood and TTTnooing Screw Fastener Location Tables 1 DESIGN PRESSURE RATING B
<br />Ft3C CODE COMPLIANCE M �
<br />RESIGN PRESSURE.(FSfj (S) If exact window Size is not Buck
<br />3
<br />i,4iriiP IvaE G71J' •+- _. d•s t99oe Frame
<br />.. I .. A_OSir1"' NE`OAr(q'E:r AN• A ..
<br />ROOF OVERHANG
<br />:: t s.d.a 2PW
<br />. ROOf.ORERHANG _ � ,` . " .. ..:. ::.. �P' ; . J � mndiq� carnm„dlq, Q t10be,la use Tasteneo locations D Of He
<br />F
<br />ui
<br />9e
<br />cam W'dth
<br />SPAN A^ :6° "+70,0 :,.1 Ella).. :, SEE NOTE7 - Centerline
<br />Eh
<br />tAd oq��egq-,:": sGd !'..., 36 h wiam ors. anmm4.orwaaasm .reo m.mnanonbwM wlam sh/s, °.annln.olaaaasmy.w»I n nenenbwa xtlargers Et rt>_
<br />• w�\s+s�:; >; b) .. "': , _ .- : o le ve 4 rw 2 is Ire 4 m a (T) Installations depicted In these e
<br />nter
<br />�( q.gNgq.-v ROOF, Et40F..-;-, 98 41y zsv2 a z zsv2 '4 x instrucdonsacceptable for SSA.
<br />. a4,gRgvq } :i FRAMING " W +60.0 -60.0 FRAMING ' } 0. '�'
<br />aaggq:: d 7 ` , i 2s in 4 no z a9 /n 4 z design pressures to 70 PSF w 3
<br />g I
<br />�.; ? .. , '� 12^ +50.0 <-50;17 �• y � m gIy a1 a vea 1 4 a for the window sizes shown ro
<br />AM01CAN Coks1RUctioN M51AL9 SAw s ggqa'` g t _.. LUMieeM 3 4� 1 4 t in the table, DesignL2
<br />ggK4evq \ggqqq 3 Al4MINUM A < - -- p o A a7 4 y.: i a e-
<br />b no
<br />aw2M;ggq' rgazrgq*-- yE g ., fASEIA ' - FASCIA -.- 4' 1". 31re 4 Pressures D.P, are positive
<br />- •.qq,y' qq4 ghggSw\q: d q ag 1 10 +38.5 `-38.5- � � vm 1 sz ire 4 ( ) po itive
<br />514p West EliBon Street s* ti�g9r a.wegq EE .. a s TRRI Tflh I a
<br />wuwgq�. ggqq5 e / o, g d andnegagv negative. Overall Frame
<br />t e e uck L3
<br />rC111 • tT F1,.3363A '�'4� d _ `I -� , � �': - 16 +30.8. - 30.0. r:: � _ � .. E ¢ H. 9M Et ILI L2 L3 Eb In.rauagon owe. Hight Et L1 L2 y�L3 Eb mwn.n bwy - window assembly design Height
<br />t; , - _ �. �,5, 25 11/2 Na 147r8 all/a 3]/B 2a
<br />- 633
<br />ti• .rr� LNU gA t 37 3/8 1 in Na 17118 M to 3 7/8 2 37 3B x -ffi�114
<br />931r2 41n 2 70 PSF and sh 11lbes thanSdFF1T �iWIC D:RAMMIG ANO CONflECRONS TO tIE DESIGNED SP, FFITJ Wes' / - Eb i Ef2APIE0 49 518 1uz Na 2s 3,a lSY4 37/8 2 49 518 x 4aato a09 determined in accordance „. ....BY THE sM"ITECT OR ENGINEER OF REPgRD'_,,... a ,.,j. :.: 55 i/4 1uz Ne zs v4 513re 3na z 55 1/4 a si 47n x.DETAIL P- {lEtA4. G with Note 13 of FLEX2010p,:11(fiI : .,:... �Y.q' ..- - 212dCOMMONNAILOR3116-nVyCONCREiESCREW 2 571rz a1n 7 52 1tn 7318 32 S18 se ire 3718 1ez (U) Production Glazing may differ
<br />71 1 to 76 are 41 `J8 67 ire 7 ]/e t 71 2 a91/2 - d irz 1TRJPLE & QUAR 4 E.:�{Mal.1-1/4'EMEEDMENn®74".pNGtfJTER. DETAIL"Ea3 11n ware s3sa 7sva 37ie 1 a3 z 7a,n 41rz 1 from that tested as flowed 5
<br />F SIDE VIEW = SINGLE SPAN W IF -CHANNEL SIDE, VIEW SINGLE SPAN WJ7-CHANNEL � by ANSI/AAMAIHMDA centerline
<br />ALUMiNUM SOFIT T tt,t �` Of Slli
<br />?iRiLE 4 4 t5fiwm tV/ Wsc/r P dnD ovedun9l I m wl busslGaming ovflznvl of „ ddu
<br />°d°' aoVr 101/I.S. 2, 101/I,S. 2INAF$ INSTALL TIDN No 1
<br />$$ & or AAMA/WDMA/CSA E m
<br />wine, Eh/6 C•rrhdhr. d Heal a Sill Nno Im49.don aw, wraM crib Qnt.ft.Pt H..d li sic onto Inodlail-bw Window Size Aoalirobility E LP
<br />-§•AI; I➢!Isr,`rlCc! Z 23tn 4 applicable Building Code. >36' to 52-1/8' Wide at Head & Silt
<br />HP
<br />tdaN l•ols'1 z 101/I.S. 2/A440 and
<br />TRIA6NAlI.ATTACHH7 - 3TAPL6MSrAtLEDO z3/a ° z re 2
<br />1HRL)UGH FASCIA i70C. (INTO WO001 z71, a - a z7 vz 4 no 2 PP >59-1/2 to 83-1/2' High at Jambs Z
<br />�'aRAL YaOTES �)6 O,Ci. MAX, - :It•1 J-CNANNEi, $LOT G � � 31 ,n a z z See Note 12 and 1�3 on -
<br />. - UA -SAND N C • P CE WITH.. .... - ..:'; ..'' _ $ STAPLES (WALLED 6 24' O.C; (WiC WO60i. ; . bit T-NAIL 0 1 T O,C.: 36112 a 0100 for
<br />-... $
<br />1. THIS PRC)WC1 Ht3 BEEN kYAL TEO,,. 1SIr. , OM LIAN .,. ... :. ' - APLE4lOCJ, - .. .,. I TOWOOD. & - 1'n - --_ ^.- __. __._ .._ v+?�- -__"- .,... 1 _ 391n 4 -.-- v4P 1 further d tails 2 Buck a
<br />�.: - :. ,:_ON i;CHAfiNC•L.LEG ORTNN60170.G. , .._iEp_. ,iN..,,:.. a o. 431n ._ ---- .._. ___. ___. --'---__---- ---- Frame
<br />jHE2W7f10$I¢AB,IN[D}NO CODE EXCLUDING THE -HIGH VElOOMsI :I- (�
<br />j ;NOTEi I' '(INTO WOON ORMASONRYJ �. �•= i24"O.C,INTO FRAMING OR MtASONBYi
<br />+ r•. i 431n 4 ors 1 Structural two by wood buckne �
<br />- 171. 4 1 47to 4 & HURR CANE IONE, q�4kgq F9R YGIIARE CUT OVERHANG 9' " in ., y� °' and/or framing at the head, Width
<br />craw ggqqq: ? 71Nt pOiTDt14i FASCYA TAT sill and Jambs to be securely Eh Eh t
<br />$ Pat3Duef AN9HQ. SHALL BE7L5 LOTEt?AND SPACED AS SHOWN ON ` a rsq„r .w. ; . _ Night Et Lt L2 L3 Ela m.eaanon ows. H.rgnr Et L1 L2 L3 Eb Md.U.eon Dw E
<br />qq$g 4glq - - 1 -. ':AGAIN5I PATJIt t fastened to transfer the load
<br />DETARY..MICf 01i iM9ED)AENt t© BA§EMATEBIAL tAll BE 9EYOt7l3 --,_•. - . • ' - h 1cr . +: m !] - - 1 - 6 vi d 271,2 t In Na 153/A 23 &S 3718 2 271/2 2 N. is v2 z3 a 1n x
<br />wxtbiiEs51N60R STUCCO: .. .a; �' : 11 r d 35,n , In No 19 are 31 &a 371 a 3s in z Na 12112 31 a v2 x to the wood structural
<br />. _ .. 4i5iM?4 : .. •:.." B : . - 431n tin Na 23 are 2 43112 2 Na 2] irz 39 a 1n x substrate per the FBC and - l
<br />3. $RE CONDITIONS NQit30YERIED BY THIS DRAWING ARE YUBJECT TO'.:
<br />4 1e\qqq�'. 471U t 1n Na 25 N. 4399 a7re x a7 v2 x ma m 1a cl 4 to 2 the engineer of record s
<br />SIApIF,S INSTJ)I.LED B'. /
<br />FURTHER ENGINEERING ANALYYI3:: - grtdacrgqqc: - _ - - + silo t vz N. z7 ve a va 3na 2 st irz z N. z7 v2 e a 1n 2 details as applicable. L2 3
<br />grnsngiq ... 7TOG;;iINrOWOODJ ; ..
<br />. _... _ ... _ :...,Moga : P-C N iLOT OA i NAIL :. /i. !� 59 v2 1 1n Na 31 are ss 818 3 ve z 59 in 2 N. 31 1n 55 a in z n
<br />4. WOOD/CMU WAIL C4NSTRUC)ION; dY OIHM M. (:Gf hE DESIGNED' aq� w HAN Et ilin- irz 9 ae 433 a a7 va a7is (V) See FLEX20100, Notes 10 to
<br />771n 2 43 7r2 67 41n 1 Buck 4 0 ,; �. e1T O;C, _ 15 for additional FBC Code L3
<br />PROPiRIY TO RECEIVEIORDi PROM THE SOFFB AND/OR2'.$7" d:\ .. : �� ... .. .:..:' -OW �MASONI(Y i, e31z tvz 313re ss:ve. 7e va 37ra 1 83112 2 2a s5 to lg 41/2 1 Frome -
<br />SAMSTRIPS: - '-,, a�uggq �� + .a,RPa, aso (Mfg _._ ¢Ott ) _ ..,. Compliance. Heightos
<br />spate: NTS
<br />Fostener Location Toble Notes" Q / Eb yYa JFi
<br />`RI4
<br />wging9gq.' -
<br />... E ..- ! STAPIEi MLRTALI-ED d1� K ... -. .. e
<br />qk END OFPAN&AN,D 3 �J 10. 5 11 3 1) All dimensions shown taken from the buck width or height of the window frame.
<br />TABiI S#cOf115N1$ .. q>rvggq " • 9 MAX O.C, 3rr:..... �t 2 2 Base
<br />L, _ _:- ) d on the Milestone Series No. and size of the window to be installed, enter the correct table above
<br />ggiwyfqqq: S� DETAIL E; $HEEr SI ;`�• - S: ' _ , t0 determine e O Es ES
<br />tNE17N oFSCR1PIfOH : v ��3 ( 11 ne the locations of the No. 8 Wood or Topping Screws based on either Installation No. 1 or No.
<br />wqq q t/aMAL-.: f PP 9
<br />l ledefeVd m,b' 6nerWlioas" "' ggyyq; 1/efAA3tl t EpX;- '� 2 illustrations at right. The applicable Installation illustration is noted in the table.
<br />in]c; i,. l/e°:MAx,--1 1 n4ie.1 9 OA,.. 3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance is + / - i". 'NSTALLT1au No a Al
<br />. ,,:...�...r N,i.S,
<br />$gflitdelolan:. espnpressurey stir N, tea 1 4) An installation fastener is only required at the centerline of the head and sill when indicated in the Wlnd°w size Aoollcnbluty
<br />/ Sd d defol and des gh Pte354f6i _ �T drb aA , y 4 n r n
<br />JK table as "yes". IT 'no", on installation Easterner is not required at the centerline of the head and sill. to 36' Wide nt Head 6 Silt
<br />YolyddiCA,de. essiaesandb6ofmd}etas,"' iUAb9(Q4) swami (i�t%�!t DETAIL'F: �i:T�L_ 1 cHlm LF$ , 5) This table is NOT applicable to the nailing option. See Notes 0, P. Q, and R for nail installation to 59-1/2' High of Jambs
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<br />- - - - - �e-0It(pll ui!cil CaewAr?Nn, �$��
<br />$ locations and spacing.
<br />Cd+F01+Idl�a+cidj FL- fz Fpse(a F-Channel J=Channel r L- 7xP 18;;1 Q
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<br />MEOW MEOW, 140ow
<br />Drawing No. FLU21120 O
<br />SbPFl7 AIR PLr51rv'rAer:E rR--M LSE,SF,$ilrTfOtii. - _ MATER1
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<br />. .. .. 7 ;J'..±fANNEL.01b6 THK,AL.3103,:kf23 ,... _ ,....,,ALUMINUM: ROOF.OyERHAMG 3lNGLE3P7Nf>:NGhl , oEsrGNPRE$sURE sFJ
<br />anerrr'lv.a :m..e::;: Y80111 7YNe' e. ., .... ... ., . y
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